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08-14-06 ITEM 4.1 MEMO Date: August 10, 2006 To: Mayor & Council From: City Administrator Mike Robertson Re: Proposed Street Vacation As of Thursday afternoon,. August 10 the parties involved in the street vacation had not been able to reach a compromise. LandCor is trying to set up at meeting with Dr. Gilgenbach at City Hall for 5:30 p.m. Monday, August 14 before the Council. meeting. I have told all parties involved that the City Council has commission interviews and cannot participate in their meeting. I have also told all parties that the City cannot act as a mediator in this situation. Andy will describe the legal issues involved in this decision. The only planning issue is that the Bob's Produce application cannot proceed without the street vacation as they will not have enough room for parking. ITEM 4_2 MEMO Date: August 10, 2006 To: Mayor & Council From: City Administrator Mike Robertson Re: Change Order for East Wastewater Treatment Plant Karen Cavett of Bonestroo will be present with the revised change order. Brad Belair has informed me that proposed rock surface is difficult to plow and he would not recommend it if it was to be in place for more than a few years. 0 2 ITEM 4_3 NAC NORTHWEST ASSOCIATED CONSULTANTS, INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231 .2555 Facsimile: 763.231 .2561 planners'anacplanning.com 26 July 2006 Tom Salkowski Wright County Government Center 10 2nd Street NW Buffalo, MN 55313 RE: Otsego — Monticello Township /Berglund CUP NAC FILE: 176.08 Dear Tom: • This office serves as the City Planner for the City of Otsego. The City has received notice of a public hearing to consider an application for a conditional use.permit to allow a non - commercial contractors yard on 40 acres of property located south of CSAH 39, west of Jaber Avenue in Monticello Township. As you know, the centerline of Jaber Avenue is the boundary between Monticello Township and the City of Otsego. City staff has reviewed the information provided by your office and our own information about the area and offer the following comments for consideration at the public hearing: 1. The City Engineer field inspected Jaber Avenue on 25 July 2006. Jaber Avenue is only 24' wide with no shoulders and the ditch slopes on either side are in many areas steeper than 4:1. The roadway is sub - standard in width for accommodating industrial type traffic. Jaber Avenue appears well maintained (by Monticello Township), but the City Engineer would need to know how it was constructed before they could evaluate how much weight the road will handle. The applicant's narrative does not describe the number of trucks to be stored at the site or estimated number of trips to/from the site each day. Frequent use of the street by large equipment and trucks generated by the proposed use would raise issues over safety. Approaches to the subject site on streets within the City of Otsego would also raise safety issues as these roadways have not been constructed to accommodate industrial type traffic. At a minimum, access to the subject site should be limited to using Jaber Avenue to CSAH 39. • Tom Salkowski 26 July 2006 Page 2 2. The proposed contractors yard is for a paving business. The subject site is approximately 62.5 percent wetlands and the location of the proposed use appears to be relatively small with wetlands to the west and north. There is raises concern about potential contamination of the wetlands from bituminous material that may come off of the paving equipment to be stored at the site or stormwater runoff. 3. Jaber Avenue just south of CSAH 39 has flooded across during two significant rain events in recent years restricting access from CSAH 39 to the subject site and this may be expected to occur again in the future. This flooding may affect the condition of Jaber Avenue, as well as cause the truck traffic to utilize City of Otsego roadways without capacity for the heavy loads. 4. Plantings are proposed to the south and west of the contractors yard for screening purposes. Additional plantings should also be required to the east and north of the contractors yard to screen the site from view of the public right -of- way and properties within the City of Otsego. On behalf of the City of Otsego, City staff asks that these comments be entered as part of the public hearing record and addressed in of the consideration of the request. We appreciate the opportunity to provide comment on the proposed conditional use permit application. If you have any comments or questions regarding these issues, please do not hesitate to contact our office. Sincerely, NORTHWEST ASSOCIATED CONSULTANTS, INC. D. Daniel Licht, AICP Senior Planner c. Otsego Mayor and City Council Mike Robertson, City Administrator Judy Hudson, City Clerk/Zoning Administrator Andy MacArthur, City Attorney Ron Wagner, City Engineer Nancy Knopff, Monticello Township ITEM 4-5 Hakanson �o Anderson 3601 Thurston Avenue, Anoka, MN 55303 Assoc., Inc. 3601 763/427 -5860 Fax 763/427 -0520 , n August 3, 2006 Ron Wagner City Engineer Otsego, MN 55330 RE: Queens Ave. Drainage Improvements Dear Ron: On August 2, 2006 we received two quotes for work to complete the Queens Ave. Drainage Improvements south of 59 St. The quotes are shown on an attached tabulation. We checked the mathematics for all quotes with the detailed tabulation attached. Based upon the low adjusted quote by Ryan Contracting, Shakopee, MN of $135,335.00 the estimated cost split for the drainage improvements is: Metro Home Insulation: $86,498.00 Christian Commercial: $11,777.00 Queens Ave. (City): $37,060.00 Additional detail on the cost split is shown on the attached cost split spreadsheet. A meeting with the property owners will be arranged for an agreement on the costs to complete the drainage improvements. If the property owners are in agreement to complete the improvement based upon the submitted quote by Ryan Contracting. It is recommend the City award the improvement work to the adjusted low bidder, Ryan Contracting Co., Shakopee, Minnesota in the amount of $135,335.00. They are currently working on the Queens Ave. extension north of 59 St. and would start this work around August 14 completing this work within the month of August if the property owners are in agreement. Contact me with any questions. Sincerely, Hakanson Anderson Associates, Inc. sep . Peiawa, F.E. cc: Mike Robertson, City Administrator ot427rw BID TABU )N CITY OF OTSEGO Queens Avenue Drainage Improvements • • Ryan Contracting, Inc. Dresel Constracting, Inc. 81d Schedule "C" - Storm Sewer _ ITEM ESTIMATED NO. SPEC. ITEM DESCRIPTION QUANTITY UNIT PRICE EXTENSION UNIT PRICE EXTENSION 24 2501 24" RC APRON/FES WITH TRASH GUARD 4 EACH $1,441.00 , $5,764.00 $1,925.00 $7,700.00 25 2503 24" RC PIPE SEWER DESIGN 3006 CL III 522 LF $38.00 _ $19,836.00 $38.00 $19,836.00 26 2503 INSTALL SALVAGED 30" RCP 96 LF 827.00 $2,592.00 118.00 $1,728.00 26A 2503 FURNISH & INSTALL 30" RCP 20 LF $55.00 $1,100.00 $55.00 $1.100.00 27 2508 CONSTRUCT DRAINAGE 60" STRUCTURE DESIGN 4020 1 EACH $2,390.00 $2,390.00 $3,500.00 $3,500.00 28 2506 CONSTRUCT DRAINAGE HEADWALL STRUCTURE 1 EACH 81,500.00 $1,500.00 $650.00, $650.00 29 , 2511 RIPRAP CLASS III 10 cY $90.00 $900.00 $125.00 $1,250.00 Total Bid Schedule "C" $34,082.00 $35,764.00 SUMMARY OF BIDDING: Ryan Contracting, Inc. Dresel Contracting, Inc. Total Base Bid Schedule A through C $135,335.00 $161,129.50 • ot427bidtabBID TABULATION BT - 2 OF 2 BID TABU 1iN CITY OF OTfEGO Queens Avenue Drainage Improvements Bids opened _ a.m. /p.m., Wednesday, August 2, 2006. There were 2 bids received, as shown herein. Ryan Contracting, inc. Dresel Contracting, Inc. Bid Schedule "A" • Removals ITEM ESTIMATED NO. SPEC. ITEM DESCRIPTION QUANTITY UNIT PRICE EXTENSION UNIT PRICE EXTENSION 1 2021 MOBILIZATION (MAX. 5% OF TOTAL BID) 1 LS $2,500.00 52,500.00 $6,000.00 56,000.00 2 2104 REMOVE TREES 7 EACH $250.00 $1,750.00 5350.00 $2,450.00 3 2104 SALVAGE RCP STORM SEWER 96 LF $8.00 $768.00 $18.00 $1,728.00 4 2104 SALVAGE RCP APRON 3 EACH 8350.00 51.050.00 $100.00 $300.00 5 2104 REMOVE CMP CULVERTS 240 LF 59.00 $2,160.00 $7.00 $1,680.00 6 2104 REMOVE CATCH BASIN/MANHOLE STRUCTURE _ 1 EACH $350.00 _ $350.00 _ 5300.00 5300.00 7 2104 REMOVE CURB AND GUTTER 40 LF $8.00 _ 5320.00 $5.00 _ $200.00 8 2104 REMOVE CONCRETE TRUCK PAD 240 SF 51.50, $360.00 $2.50 $600.00 8A 2104 REMOVE UNSUITABLE MATERIAL: CONCRETE RUBBLE 1,800 CY 512.00 $21,600.00 522.00 ` $39,600.00 9 2104 SAWING BITUMINOUS PAVEMENT FULL DEPTH 750 LF 83.00 $2 250.00 $3.00 $2,250.00 10 2104 REMOVE BITUMINOUS PVMT. (FULL DEPTH REMOVAL) 1,750 SY $3.50 $6 125.00 $1.75 $3 062.50 11 2104 SALVAGE SEWER CASTING 1 EACH 5150.00 5150.00 5150.00 $150.00 Total Bid Schedule "A" $39,383.00 $58,320.50 Ryan Contracting, Inc. Dresel Contracting, Inc. Bid Schedule "B" - Streets -- ITEM ESTIMATED NO. SPEC. ITEM DESCRIPTION QUANTITY UNIT PRICE - EXTENSION UNIT PRICE EXTENSION 12 2105 COMMON BORROW 1,800 CY $6.00 $10,800.00 $9.85 517,730.00 13 2211 CLASS 5 AGGREAGATE BASE 400 TON 518.00 57,200.00 515.00 $6,000.00 14 2360 Type LV-4 WEARING COURSE 50 TON 5125.00 56 250.00 $110.00 55,500.00 15 2360 Type LV -3 NON - WEARING COURSE 65 TON $125.00 58,125.00 5105.00 $6,825.00 16 2357 BITUMINOUS MATERIAL FOR TACK COAT 20 . GAL $8.00 $160.00 $6.00 $120.00 17 2360 BITUMINOUS DRIVEWAY PVMT. (2.5" THICK) LV4 1,400 SY 514.00 $19,600.00 $16.00 $22 400.00 17A 2531 CONCRETE CURB AND GUTTER DESIGN 8612 40 LF 514.00 5560.00 517.00 $680.00 18 2531 8" CONCRETE TRUCK PAD 240 SF 57.50 51,800.00 56.00 $1,440.00 19 2564 TRAFFIC CONTROL 1 LS $2,000.00 52,000.01 51,000.00 $1,000.00 20 2564 TYPE III BARRICADES - TEMPORARY 6 EACH 5375.00 $2250.00 5150.00 $900.00 20A 2575 EROSION CONTROL BLANKET - 200 SY $2.00 5400.00 54.00 $800.00 21 2575 INLET PROTECTION 4 EACH $400.00 51,600.00 5650.00 52,600.00 22 2575 SEED MIXTURE TYPE 260, FERTILIZE & MULCH 0.30 ACRE $1,500.00 5450.00 51,400.00 8420.00 23 2575 SEED MIXTURE TYPE 310. FERTILIZE & MULCH 0.45 ACRE 51,500.00 $675.00 $1,400.00 8630.00 Total Bid Schedule "B" $61,870.00 567 ot427bidtabBID TABULATION BT - 1 OF 2 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 . $ 8 8 $ 8 8 8 8 ig $ 8 a» g a R a A R I4' a 4 = 8 Si XI 8 R a 8$§ a 8 8§ _ !dais g t± A 8 8 S R x A 4 ^ 8 8 " a R S S $ ! s i a 5 a -oa^govoo,a^° s =:aeR°" -"..$o 3 -SSE......- S. ii i G 8 8 8 8 8 8 8 8 8 8 8 8 8 8 2 8 8 8 8 8 8 8 8 8 8 8 8 a a 8 8$ a$ & a a a g i a a a S a ! a : :::: . :::::: - _ g a a o ooaaoosa : -a^° i E k 8888.888.88.8888 8 $$$88$1g8 a$salag1$$R2 3 $$aaa$$aa i liaggggg 8 I 1 I r 1 I n 1 "..,.,R111. #. §:i..°1?/°°11-:: # ^A ^o ^ -e I 1 mg a 8 8 $ 8 8 8 8 8 $ 8 8 8 8 8 8 8 8 $ 8 8 $ 8 8 . 8 8 8 8 8$ 8 8 8 8$ t 8 » x xaa s „aa ^ r »SS id»aac» a 4 • coo p u a _ 0 x 00 V C 8 S. 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8$ 8 $$ 8 8$ $ 8$ 8 8 $' 8 i ^ ua 1 sIaIx»Lla1a1 1 1 2 »a » L a 1 pauilli 1 S 0 i i_. 8 ^$ - 9 3$$� M $8aaR$v3 - ^3 dygsg--r. F I i i 3 3 1 3 igi • 1 1 li lg. c 4 8 1! r, iffkfl i. 1 ii ` 1 Will!' I $ 33aatr wa s x $ LL i c $ 88888888888 �a y ^ ^: ggg ic g&& 1 1^ p 1 C A F i i i i 7R p A A f, i 1i R A F 1➢ 10 IQ $ i 3 $ - « • a a _ 3 �Y ^'” . ^ r> : r " R $» p_c 3 ' m c g A a a G 8 I i Haka Anderson nson 3601 Thurston Avenue, Anoka, MN 55303 30 ASSOC., Inc. Phone: 763/427 -5860 Fax: 763/427 -0520 Hr SOLICITATION FOR BIDS TO: Prospective Contractors FROM: City of Otsego, Minnesota DATE: July 28, 2006 RE: Queens Avenue NE Drainage Improvements The City of Otsego, Minnesota is soliciting sealed bids for the construction of drainage improvements along Queens Ave. between 59 St. and Hwy 101. The scope of work under this solicitation is for removals of the existing bituminous surfacing, culverts and unsuitable materials. Furnish and install RCP storm sewer, common borrow backfill, class 5 aggregate base and bituminous surfacing as shown on the bid proposal and plans according to the construction standards for the City of Otsego. Attached to this solicitation for bids is a bid proposal and plan. 1. The sealed bids will be accepted at the offices of Hakanson Anderson Associates, Inc. Anoka, MN until 1:30 p.m. CST on Wednesday, August 2 2006. The bid shall be reviewed and evaluated by the City and by its consulting engineers. With recommendations to the City Council on August 14 2. A recommendation for contract award is anticipated to be made within 15 days of receipt of bids. Any questions regarding this solicitation for sealed bids can be addressed to the project engineer by voice, mail, fax or email. Sincerely, Hakanson Anderson Associates, Inc. J ph lawa, P.E. roject Engineer voice: 763 - 427 -5860 fax: 763 -427 -0520 email: JoeP@hakanson- anderson.com ot427prospectivecontractors BID PROPOSAL CITY OF OTSEGO Queens Avenue Drainage Improvements Bidder agrees to perform all the work described in the Contract Documents for the following unit prices and/or lump sums, which include sales tax and other applicable taxes and fees. Bid Schedule "A" - Removals ITEM Mn /DOT ESTIMATED NO. SPEC. NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION 1 2021 MOBILIZATION (MAX. 5% OF TOTAL BID) 1 LS 2 2104 REMOVE TREES 7 EACH 3 2104 SALVAGE RCP STORM SEWER 96 LF 4 2104 SALVAGE RCP APRON 3 EACH 5 2104 REMOVE CMP CULVERTS 240 LF 6 2104 REMOVE CATCH BASIN/MANHOLE STRUCTURE 1 EACH . 7 2104 REMOVE CURB AND GUTTER 40 LF 8 2104 REMOVE CONCRETE TRUCK PAD 240 SF 8 2104 REMOVE UNSUITABLE MATERIAL: CONCRETE RUBBLE 1,800 CY 9 2104 SAWING BITUMINOUS PAVEMENT FULL DEPTH 750 LF . 10 2104 REMOVE BITUMINOUS PVMT. (FULL DEPTH REMOVAL) _ 1,750 SY _ 11 2104 SALVAGE SEWER CASTING 1 EACH al Bid Schedule "A" $ Bid Schedule "B" - Streets ITEM Mn /DOT ESTIMATED NO. SPEC. NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION 12 2105 COMMON BORROW 1,800 CY 13 2211 CLASS 5 AGGREAGATE BASE 70 TON 14 2360 T +- LV-4 WEARING COURSE 50 TON 1 15 2360 T +- LV -3 NON - WEARING COURSE 65 TON 16 2357 BITUMINOUS MATERIAL FOR TACK COAT 20 GAL 17 2360 BITUMINOUS DRIVEWAY PVMT. 2.5" THICK LV4 1 400 SY 17 2531 CONCRETE CURB AND GUTTER DESIGN B612 40 LF 18 2531 8" CONCRETE TRUCK PAD 240 SF 19 2564 TRAFFIC CONTROL 1 LS 20 2564 TYPE HI BARRICADES - TEMPORARY 6 EACH 20 2575 EROSION CONTROL BLANKET 200 SY 21 2575 INLET PROTECTION 4 EACH 22 2575 SEED MIXTURE TYPE 260 FERTILIZE & MULCH 0.30 ACRE 23 2575 SEED MIXTURE TYPE 310, FERTILIZE & MULCH 0.45 ACRE Dtal Bid Schedule "B" $ S:1MunicipaMOTSEGO\427 1SPEC \OT427BP BP-2 BID PROPOSAL CITY OF OTSEGO Queens Avenue Drainage Improvements Bid Schedule "C" - Storm Sewer ITEM Mn /DOT ESTIMATED NO. SPEC. NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION 24 2501 24" RC APRON /FES WITH TRASH GUARD 4 EACH 25 2503 24" RC PIPE SEWER DESIGN 3006 CL III 522 LF 26 2503 INSTALL SALVAGED 30" RCP 96 LF 27 2506 CONSTRUCT DRAINAGE 60" STRUCTURE DESIGN 4020 1 EACH 28 2506 CONSTRUCT DRAINAGE HEADWALL STRUCTURE 1 EACH 29 2511 RIPRAP CLASS III 10 CY Total Bid Schedule "C" $ TOTAL BID SUMMARY Bid Schedule "A" • Removals $ Bid Schedule "B" - Streets $ Bid Schedule "C" - Storm Sewer $ TOTAL BASE BID (Bid Schedule A - C) $ S: Municipal1AOTSEG014271SPEC \OT427BP BP -3 QUEENS AVE NE DRAINAGE IMPROVEMENTS EDITI GOVERNINGSPECIRCATIONS CONSTCONST E/� /�� y w., THE 2005 ON OF THE MINNESOTA DEPARTMENT OF RUCTION PLANS GO 'STANDARD SPECIFICATIONS FOR CONSTRUCTION' CITY OTSEGO, MINNESOTA • ALL FEDERAL, STATE AND LOCAL LAMS, REGULATIONS, AND ORDINANCES SHALL BE COMFIER WITH RI THE CONSTRUCTION OF THIS PROJECT. AU. TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE IINUTCD. INCLUDING FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. JANUARY 2004. RRati t; ._ - _ Mawnw aura CITY OF OTSEGO PROJECT 06-13 . �tv - SHEET INDEX I 4 �l 1 : � Q � R THIS PLAN CONTAINS 7 SHEETS ..- � J _ ` 1 T P Sheet —� ME = _ 7 4,1 "� 2-3 rypical 6 Star and Details ••• 4 -6 Street and Storm Sewer Sheet ,,' I .'— i L_` 7 1997 Mork Hurd Topo li a PROJECT �• I ' I 1 L �11 r I .. � 1 LOCATION rm1 . a .,. : 1 .� ! i i y 5 .. .. .n.,r ., r : : - -- • -- -- -= ' i i �� • i Y RECOMMENDED FOR APPROVAL ■ I N T i . N N N x w ,. = 10 / t i o � � ` � z6D5z o7 /a7 /ofi 1 w I \ T 1 �. ! G R NALD J. re l• P.E. License No. Dale - - --- -- - - - •H- 9TREET - - -_- � V�� /.�"tlrLityJw� ; ENq EER �, O 22 UL�' - �i`` � , �" t1193: 1',',r��71�'tt L ei +' d � ®. ' e e . r _`� ► ��a� e ` tfrol II � 1 I ir4 • 1 I --• -- j -- ` � -- I - ! 1 hereby certify th at BIN ion. _ 7 ' " " "- '- ^- - -- Y H P specification. or report was prepared by me or under my direct supervision and that 1 1 I ( I I x om a duly Licensed Professional Engineer under the lows t of the State of Minnesota 1 1 I I i I 1000 0 1000 2100 i L/ 42607 07 F. N VIC INITY MAP ''' E N GIN EER WA P.E. LleMye No. Da 000 0 000 .00 SCALE M _ 7 LOCATION MAP " DATE REVISION S . UR 100 SINSURFACUMW NMfOMMRRI M NS FUN 6 n < 0IN11Y wMm 000L C. 1H5 WIJIr aMUIY 11 '...' 111 Ha Anson 8 E : __ �1 O C RAs O -02. IREO "S 9 ro 11E 61111Eos ' 1 Af 1R O/ASCE x-0T. OIDRFD "SNOW gIODSRg ASSOC., nC. Fa ME WOECINN AIM 01:6131011 CF DOMING 0.. ... and Lows ourveren r CITY OF OTSEGO SCORNFACE NUT WA" 66 soda ew, ■■• •Nd eMU N IRN71r mar. 1 0025010 N1 421-11. oo oo -ra'°e SHEET 1 OF 7 SHEETS h :o c,a °/ a�� MANHOLE COVER SHALL OE CASTING a AGAISTING WIGS yyy)y # TYPE II ]]' ECCENTRIC I • E� I� OPENING MIK • CAVING (SEE W a CO SCHEME) / 1 1 } _ I GROUT Y9�Me MIME a .6� TO r r IMMO MK RS 001.1 1 A.: •_ n MONO WOW - .wAO MI[ .02. —.. W11°ErC bA DW: RINGS CYYEE WMYYN 1.10. — wee 01ROM. = U APPRDSED STEPS PER �' 22 3 ° Fo� 'I .1e1a ex ex:2M111112 =,, 1 LLiJ B 1111/DOT srANDARD PLATE .1601 -� _ MM.. TO a CONSTRUCTED 0 °' PRECAST NRE PECASr U+ I � � 4 °l T E DIAll LE YE • IIIIIIIIII T./ wu P T - - - CASi H RACE UNXaRY SLOPE ETXEF.11 y� ° MOS ECG JOINTS sEL ®1 PPE MEWS � Xe o- x w ueErs /ft- -, ( l 1 �e. menu omen M..0. Mt Loma_ wlrs. III. I r 1 1 — T °IC EIE - • I A ].oe �- - _ _ _ _ I-- POURED OR PRECAST C NM.. RASE AMEN bY3 I ME M Ao° 14 FT OOP WRAY OM 7' OW • V MECOOT OM 100 OR USW MI a 025E A - 12 R DEEP e' -12 ft TO 20 XCREEP IL TM .19.19 Ms nw.. ... ow C- 0.9120(5 DEEP A,eaW Aeva ppR STANaARN STORY dAttm YARD INI c7 sr 5 STORY SEMIER STAN a YANH01 c NO SCALE (gyp .acre uNTI c H A rwl I 1 crw A u�c NO SCALE N6 $QL ..sr STANDARD R Ali N0 �� I •y +.+ _ NO SCARE ..o, '' /Q�'QQ� . 00 0 , ,7 STAYDAIO L•S YEL ITMIOARO • RAZE IM u Y�> yC u I01 •CONCRETE WS AVOW UR ov, WM 501-1001110 OW MM: ,M -aaW MR... m ROW ROW t 0T ROAD s /e' le A• NMI IN[ 11(50 WE I s -o% 2.x y MAXIMUM GRADES MAXIMUM GRADES INSET A CROWN POINT TYPICAL STREET SECTION QUEENS AVENUE NE. INSET A 1 -1/2' BITUMINOUS NONWEAR SPEC. 2360 LVWE450308 2 BITUMINOUS NONWEAR SPEC. 2360 LVNWS503013 6' CLASS 5 AGGREGATE BASE (100% CRUSHED GOAVEL) APPROVED SUBGRADE DATE REVISION 1 hereby mg* Owl UE, plan. Ep RRAD° ar cri "'°°'°"°' '.:747,, "r H Ande A Inc. CITY OF beef IN I Pr* aE tlal 1 an e Pe. el W" Mote or � s DYE cl D En r..n A w B M . E TYPICAL SEC AVDWE SEWER DETAILS 2 SJS 7/IB/06 CI — v: kw_.�y .w r .- ]W,wnnweYwn]]_e.w.Y„ D.t. 7!Y) D. PELA1rA PL MOOR RE Nu. 763 -427 -5860 FAX 763 -427 -0520 QUEENS AVENUE N.E. IEIe u. xo one] Rill 07427 rENARaIInNean- anaenon.cam ON TRH GREA CITY OF OTSEGO, MINNESOTA sX .arES••• • • . h I DROP .RkT .R GIIF 8 1,11 raf ��Mil p 1110 y �i il 1 i I 11 , I,i • ° °� '' I I_ . . = - iID ®/1l ' I I, I — = �-- `� WNW ISOM 5111 A3Nf CE N�III : PROP INI FT PRGTFST10I4 STRAW BAI F FIRM INLET SETIINFNT JJI TFR NO SCALE NO SCALE NOM FIBER RI A•III!FT Tim ATION ON A CUT S1 PPE q 4TAEOA110 PI A- !^ .21 � i i ;TAMMM R ATE M w.. IRAN OMO PLLR .. w.e 501 $QZ R.h. area 5M Nit= ;T ;TAMARA PI ATE NO ...ft ..r� 507 -' O.QpNtCe owJt N I N xANNwnm NR eONNNgRNOON NO ROSNRNTIWNp o e' .RRI.paHHnlaaW Fe nNma.aloPeaN6Ha -lip. �`� e"""N: � IIIRNI»ta ' : ® ONEDIOO jric.' J •• • • •• •• • • • TI .•. Net 1`` ,m, • • • • • „; m;,� • • • • - • • • • • • • • • H 6f"` —�L • • • • . mob. // . 1400 I1 . 1.104 N1r4l.OlpfN / _�- 8.1.10.140011.1.104 n1ERR.a �� M ` - '!n w l.I _._ 11 , - - !e[MYONQIRIDOd10UnIMN ® .cream M , N O / 4.1031011333030M • CNWNlmeINNOHIIIO; NwNwMIIRNNHprOnroaR � - mate Rr IVRIAENR.H.ON RTIwsNw Me \ Mil NRroarnNa M •' •.,. . .' NLOOSOIONNR T Hr \\ 0 MIME iTS10•011GOMMOLOW. mate econamalwanoves. IQNONOAICnYMn W1.Yd IY MLpRNNORONORC0110RNTpA \ ,e WlCOONANIR1.W OM OREI®IO SICNOOIIOSO. • M MYYD000®/ RO O3150) xeroae®Rae IAONGSCSOS0OpNe KIMRNeNaL • NPmaNweOfPAM . ma. ca.plramRND HnwNwe0N0 MAW 303VO MMaWOO ACISmagpt 77" INFRASAFF SEf IMFNT CONTROL RARRIFR -lG $7" SEITIMENL_Cd I FCTION PLATE (FOR USF WITH DITCH GRATF INLET CASTINGS) • DATE REVISION I booby codify that 6A. ton. +.A& 6A . Mee a T"' ""' " "'"r H akan son Anderson Assoc., Inc. NaN+rlh anA tm H Nn o^A" t» . ., CT7Y OT sIIEEr I o w a o f 6 p 8 �• ate 36 1 Taunton A . „a • I e Surveyors � EROSION CONTROL DETAILS ,�pAH A J5 7/18/06 Mil 7601 ntn.. Meta. LLNUata 551 3 N �.:o_.vvm. d Aa.wn.nw.cwpn rhata.. �. 7/r !06 PF.IA PF.R ®e 763-427-5860 FAX 763 -427 -0520 QUEENS AVENUE N.E. m ue. N.. RAY _ 0T427 . ITNMRSOn- ana4.aR.awR 00 THE c CITY OF OTSEGO MINNESOTA 7 SHEETS dTTrr • • QUEENS AVENUE N.E. --1L � � 1 N T I IN V. 909.51 1 SALVAGE 961.F 30' RCP SAW CUT AOt5 tNV, 9iT JR AND APRONS MTUMWOUS a I 1 m 0 m w I 1 SCALE N • 1 IFFY I HS 12 u , ' $ I I . DRIVEWAY a 4 k INV. 907.71 �` . / S Y I% /31 I / / // -/ } 104 R' .P ORCH SLOP ) v I / / / , O - , f / I I -.- 1 I SAW CUT 36LF BITUMINOUS j I 1 � , \ \ _ _ / LEGEND 1 I - SEED MIX 1310 F � / �BITUMINOUS REMOVAL I DITCH SLOPES r//J DITCH CLEANING 1 ns )--< EXISTING STORM SEWER 1 I it IOCY CLASS III ). PROPOSED STORM SEWER ' - RH'RAP ® EROSION CONTROL 925 925 920 920 915 EXISTING E PROFILE /." - -"� 915 910 / � \\ GRADE / / \ / 910 905 / 1161F 30' RCP 0 0.135 — i_PROPOSED ------ / EXISTING 36" RCP 8e 905 900 w n 74, M: 900 895 895 0 £ * "s 101+00 102+00 103+00 104+00 DATE REVISION Y l y ..p l , qa qb O b0. V.rTh.1 ® W • non P.O.TM ' CITY OF , a '� 1 ; �� EGO STORM SEWER PLAN 4 Hokanson Anderson Assoc., I nc . STREET AND SHEET Lk a 14 4441 a IW.weN. mil I 011;./19/06 Civil Engineers .270 Lana sw...y.r. .,,._ 3801 Thurston An.. snores MYneca. 55303 w � �. T 0. M0.' _ OOH a 0.600. 783 -427 -5880 FAX 783 - 427 -0520 1N A QUEENS AVENUE N.E. I�IE _ 07427 w.A.konaon- an80r.on.eom ON THE GREAT RIVER I ROAD CITY OF OTSEGO. MINNESOTA SHEDS QUEENS AVENUE N.E. 1, LEVEL & SEED DITCH \ • " - ... r "� � �e �.w•�.,: >..: r'�,:' ^, '.t�: w . SEED 41% /310 CLEANING CASTINGS • • T •' i' n '- • DITCH SLOPES 4 20 0 20 40 AND SLOPES WITH - \S �.' �t, ':'' •x •.' .:• SEED MIX /310 r y' t :• {:' FM \ REMOVE 20F 3041.7 24" CYP ABANDON IN PLACE ..' ... 1 \ Q •, \ • 21' REMO 2 C `' REMOVE 4 TREES \ SAW CUT 28B1i / PILED ALONG DITCH --- — c __. ... - `�` / RI UMNOUS / F REMOVE G REPLACE I \ liIIIIIIIIIIIIIIIIILVIIIIIII • E IOLT CURB & GUTTER /11\\I 111.311...."MMMM"-- ' ' 0 LP 202400 203.00 • Ap E 6 CONNECT TO EXISTING 4" ORAINTRF : • �, \ INSTALL 2015 4" DRAINTILE CONSTRUCT DRAINAGE ` HEADWALL STRUCTURE r ... - • oHE /' . INSTALL RIPRAP �t SALVAGE AND 6" CONCRETE NCRETE TRUCK PAD • REMOVE AND REPLACE SAW CUT 2711E \ 3V0 EES /3 - BITUMINOUS r LEGEND \ APPROXIMATE LOCATION 0T , \ EXISTING GAS SERVICE LINE T- . n BITUMINOUS REMOVAL \ EES #4 , . •r ' • / DITCH CLEANING 4 �•% ^i • >• < EXISTING STORY SEWER l' -r (, ) ® PROPOSED STORM SEWER " M 4 •, ; PVE� EROSION CONTROL 5 E EEN • 925 POSSIBLE WASTE CONCRETE RUBBLE /ILL — — — — _ — Wawa 61630N0 PIi6fR'C 925 920 -- -- PRE -1997 GROUND PROFILE 915 r �i� i��w�:� i� �� 4�j�i� �� ®� j: = 920 iTi i ► \ 915 10 . \ 332tF 24" RCP 0 0,21X 810 905 8 900 N O 4 900 895 7 ° a. 201+00 202+00 DATE REVISION :pa, certify Oa 6tlE 4 ® ®R 24 +00 A •wx1 .°. asar W a. a r.rx xx KK' nd "• " x"°r nee 1°a1 I x° ° " ' Hakonson Anderson Assoc•, Inc. STORM SEWER PLAN SMUT oP Or Sto Wx,aac "' " s aE Civil En9I ° ° °, °"° `°"° Surveyors r ^O (METRO HOME INSULATION LOT) 5 JS 7/18/06 3801 Thurston Aft. Anoka. 16xwN° 55703 �/V .. �. .AWPN a P[uM as 2 NRe '07 7 427 -5860 FAX 763- 427 -0520 OUEENS AVENUE N.E. K� .:4!, \c vt%.'. x. kv', eir.ax \ox;la.N- au�..n- ..i.n.^Y Dots )/21/06 tic N° 42N0 RJW OT427 x O 7 wee `"' ON 780 000 CITY OF OTSEGO, MINNESOTA SHEETS 4207r . o A a 9 i 1 P Q � l x s Y� 910.4 E 0h sss I gg a� li i w Prl. p 91 FES S RE y$Q' 1 \ 1,0 1 s906. • S Z I OXE OHE i "" I 4°S' . 4 4., :''''..--. f 4 rr _ th..r8c w, / 5 - -- D 41 g2 t 9124 60 "9 C9 MX 6 ® - - - -- a $3 9 Z i'i $ 1 7 8 I E)= 060 0113 1 � ------ m Nig 3 S 2 N I li il s i0 916.6 s _ T Z FE5g + +7 ffpp S 10 y ry NV= 9�B. C[ i • li . S R ER aIk4 w ., s z g H y .Z m y in m , 0 g 0 G Q ® f I L LJ 1n m J 142 .$4=VRI z F -00 o n n c C >< if o g E y A 0) N g '1 ■ 4 § § § o S § § • QUEENS AVENUE N.E. 4 ?- . . ...- vp• ....- - ‘ • \ ". U .... ......./' ---........ • 1'1 \i.. \*****Ne.----1/..det . r _ e r----- \\\ \ 00.0 .. ................,„v‘: Ow.. 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S NSIEt3/4‘3C- 0 .. 9 925 925 920 PRE-1997 GROUND PROFILE 920 915 '-'".---.----,----- 915 9 910 910 / 332LF 94 RCP 0 0.24% 905 905 0 4-; ---4„ -1- P.:91 900 900 9 .2,4 8 895 895 ..,. .7.. k F.. 9 9 I. i. .. 201+00 202+00 23+00 24+00 SHEET DATE REVISION _ 1 wally Mot NV.. o rin . ..r.:. ... Hakanson Anderson Assoc., Inc. \ Ego 1997 MARK HURD TOPO 6......ion and MA 1 on, o duly Civil Engineers end Land Surveyors 7 1 3 loss of 6. . "186 t''. '""' SJS '...7',118/1313 1 .bkons 3601 111ordon Ass, Anoka, 111miesole 55303 QUEENS AVENUE N.E. 7 763-427-5860 FAX 763-427-0520 1800.18A11.0%661Asd CITY OF OTSEGO, MINNESOTA SHEETS vonoon-onsterson.com ON THE GREAT RIVER ROAD 0n• 7Afr D. ,,,, 42603 RAY 07427 ' . ' , '4:4,''...-.-- $ 1e : R �. 4 � M i t � r A 7; t 4 # 1 : 9 e t y �`' �_ �c. f 1 1 £ a',E, , t '„ ,. ' 4 ' -.,.., , atr w liiii-i''', ,,„,,, ta R m: . S 4 : ... k t V:- ' r ° 4 y '' ' k � ' 4 s N '�d� •�- a ' , F p' 9 ' ' nu R Y°U � 4th. m n . 9 , ,,.. ,.. , , -.. , r _‘,,,, r t ...*;,,, ,,,,.. , ' .,,,..-;1frait 4...,..t.„;4,• yy -z �. } S1 ' : Y Y /ate � Z�.. p � ' Page l of l } mow" `~ • x.64 , s ... "�' scA D'd _ - m--• i t1 file: / /C:\Documents and Settings\RonW.HAKANSON\ Local . .. \ot2500monticello.ind.lotl.JP 8/9/2006 ITM 5_1 CLAIMS LIST CITY COUNCIL MEETING AUGUST 14, 2006 TO: Judy Hudson Attached is the Claims List for the City Council. For more details, please refer to the Check Detail Registers. If you have any questions regarding this service, please let me know. Claims Register 07 -26 -2006 $ 1,028,969.07 * 07 -31 -2006 $ 15,000.00 07 -31 -2006 $ 5,000.00 08 -03 -2006 $ • 40,598.28 08 -10 -2006 $ 567,473.15 08 -10 -2006 $ (40.00) ** * Includes approved consent agenda items. ** Voided check #42512 to Wright County Hwy Dept. PAYROLL 08 -02 -2006 $ 35,779.51 GRAND TOTAL $ 1,692,780.01 If you have any questions or if you would like to review this list further, please let me know. Kathy Grover Bookkeeper CITY OF OTSEGO 08/10/06 11:20 AM Page 1 *Check Summary Register© AUGUST 2006 Name Check Date, Check Amt 10100 BANK OF ELK RIVER UnPaid ABDO ABDO EICK & MEYERS LL $19,850.00 2005 YEAR END AUDIT & ANNUAL REPORT UnPaid AIRGAS, INC. $24.37 ACETYLENE /HAZMAT /OXYGEN UnPaid ALDEN POOL & MUNICIPAL SUP lk $3,555.28 2 BULK WATER METERS UnPaid ASSURANT EMPLOYEE BENEFIT $306.00 PW - AUG UnPaid ASTLEFORD INTN'L TRUCKS $148.29 HEAD - INT'L DUMP UnPaid BEAR ALARMS $37.28 WEST SEWER TREATMENT PLANT UnPaid BLUE CROSS BLUE SHIELD OF I $11,657.00 FIN - SEPT UnPaid BONESTROO ROSENE ANDERLI ! $32,375.17 WWTF, WEST, PHASE 1 UnPaid BOYER TRUCKS $7.24 BELT - FORD DUMP TRUCK UnPaid BRAUN INTERTEC $4,560.75 RIVERWOOD 12" TRUNK SS I UnPaid BRYAN ROCK PRODUCTS, INC. $1,534.09 AG LIME PRAIRIE PARK CENTRAL WOOD PRODUCTS $2,865.92 865.92 REC -STEP SCHOOL KNOLL i I I UnPaid C UnPaid CHARTER COMMUNICATIONS $119.06 MONTHLY SERVICE UnPaid CITY OF ALBERTVILLE a $24,273.44 1ST HALF 2006 FIRE SVC UnPaid COBORNS INC I�. $52.57 DRY CLEANING UnPaid COLT FENCE COMPANY INC $14,850.00 OUTFIELD FENCE - PR PK UnPaid CROW RIVER FARM EQUIPMEN $122.33 HR BARS - REPAIR SUPPLIES UnPaid D & H FENCING $6,531.00 FENCING - 16917 70TH ST UnPaid DAVID CASTLE I ' $10.00 INSP MTG LUNCHEON UnPaid DJ'S TOTAL HOME CENTER ly $62.78 MARKING PAINT UnPaid DUSTCOATING, INC. $2,345.00 70TH STREET DUST CONTROL UnPaid ECM PUBLISHERS INC $145.95 LEGAL - PUBLIC HEARING UnPaid ELECTION SYSTEMS & SOFTWA i $330.00 HDWR/SFTWR SUPPORT AGRMT UnPaid FASTENAL COMPANY "i $24.71 GRAFFITI REMOVER UnPaid FINKEN'SWATER CARE 1 $78.79 PW UnPaid FLOYD TOTAL SECURITY h $145.00 REPAIR VAULT DOOR ii UnPaid GLENS TRUCK CENTER INC $21.41 MICROLITE UnPaid GODFATHER'S PIZZA $57.33 CC WORKSHOP DINNER UnPaid GOPHER STATE ONE -CALL INC $752.55 LOCATE TICKETS UnPaid GREENBERG IMPLEMENT INC. $231.26 GASKET, SHAFT FOR TILLER Unpaid HAKANSON ANDERSON ASSOC $144,408.69 CRIMSON PONDS WEST UnPaid HYDRO METERING TECHNOLOG $41,002.50 MOBILE COLLECTOR UnPaid ICC, INC I $100.00 GOV MEMBER DUES - TIM ROCHEL UnPaid J & M OIL CO. $511.59 CHEV DELO 400 15W40 UnPaid J.M.S. CUSTOM HOMES, LLC $1,500.00 7408 MARLOWE - DRIVEWAY ESCROW UnPaid JACQUIE ROGNLI $875.00 JULY /AUG OTSEGO VIEW UnPaid JEREMIAH BOULEY $400.00 ESCROW REFUND - BOULEY ACREAGE SP UnPaid JERRY OLSON $1,975.00 INSP SVCS 7/19 THRU 7/26 UnPaid JOE & BOBBIE ANDERSON 1 $202.05 ESCROW REFUND - ANDERSON CUP UnPaid JOE ABRAHAMSON $54.48 INSPECTION MTG MILEAGE UnPaid KAREE ROWELL 1 $99.01 MILEAGE - CLERK SCHOOL UnPaid LONG & SONS a $875.91 MONTHLY CLEANING SVC UnPaid MARTIES FARM SERVICE INC $140.58 PREMIUM SUNNY UnPaid MARTIN BENEFIT ADMINISTRAT r $65.00 MONTHLY FEE UnPaid MENARDS $89.03 LINE REEL, TAPE MEAS UnPaid MERGES ANDREW $4,916.66 JULY 2006 ASSESSING WORK UnPaid MINNESOTA LIFE $179.60 FIN - AUG UnPaid MONARCH HOMES, INC. $1,000.00 11340 - 72ND ST LNDSCP ESCROW UnPaid MONTICELLO ANIMAL CONTROL $70.00 ANIMAL CONTROL UnPaid NAGELL APPRAISAL & CONSUL $1,500.00 16098 62ND ST APPRAISAL UnPaid NAPA OF ELK RIVER INC { $266.73 FILTERS UnPaid NORTHWEST ASSOC CONSULT h $9,525.29 ROTTLUND - WILDFLOWER UnPaid OERTEL ARCHITECTS 1 $7,208.23 PUBLIC WORKS STUDY UnPaid OFFICEMAX n $523.65 BLDG SUPPLIES UnPaid OMANN BROTHERS INC. 1 $242.30 AC FINES MIX UnPaid OSI ENVIRONMENTAL, INC 1 $100.00 FILTER, DRUM DISPOSAL CITY OF OTSEGO 08/10/06 11:20 AM Page 2 *Check Summary Register© AUGUST 2006 Name Check Date Check Amt UnPaid PCS SAFETY SYSTEMS $5,186.95 COMP INSTALL - BLDG TRUCKS UnPaid PEOPLE SERVICE INC. $45,667.00 MONTHLY SERVICE UnPaid PREMIER HOME BUILDERS $2,000.00 7353 LARGE - LNDSCP ESCROW UnPaid QUICK FUEL FLEET SERVICES $2,671.01 GAS FUEL UnPaid RANDY'S SANITATION $173.07 8899 NASHUA UnPaid REED BUSINESS INFORMATION $305.28 QUEENS AVE UnPaid RICHARD & CLAUDIA NELSON $238.27 ESCROW REFUND - NELSON CUP UnPaid RUSSELL L. SHONYO $738.09 A/C REPAIR FORD DUMP TRUCK UnPaid SHOEMAKER SERVICES INC. $15,250.00 MUELLER SEPTIC INSTALLATION UnPaid SRF CONSULTING GROUP, INC. $4,783.81 PARKS CONSULTING UnPaid ST. CROIX RECREATION CO. $80,221.13 EQUIPMENT OTSEGO PRES UnPaid STRATEGIC EQUIPMENT $151.87 COFFEE DECANTERS, 2 STATION WARME UnPaid SUPERIOR LAWN $5,738.85 PARKS UnPaid TOSHIBA AMERICA INFO SYS IN $211.83 TOSHIBA COPIER UnPaid U OF MN EXTENSION SERVICE $156.56 SEWER GUIDES UnPaid UNITED RENTALS NORTHWEST, $1,943.36 TILLER - SCHOOL KNOLL UnPaid UNLIMITED ELECTRIC INC $1,881.49 ELECTRICAL WIRING FOR PROJECTORS UnPaid USA BLUE BOOK $204.37 SUPPLIES UnPaid VINYL GRAPHICS j $30.00 HARD HAT DECALS UnPaid WRIGHT COUNTY AUDITOR -TRE $48,666.67 SHERIFF PATROL FOR AUG UnPaid WRIGHT COUNTY HIGHWAY DE $200.00 CTY 42 UTILITY PERMITS UnPaid WRIGHT - HENNEPIN CO-OP ELE $5,348.00 MONTHLY MAINT - JUNE UnPaid XCEL ENERGY $132.33 8899 NASHUA AVE UnPaid XEROX CORPORATION $516.97 XEROX COPIER UnPaid ZIEGLER INC $150.37 FILTER FOR CAT LOADER Total Checks $567,473.15 FILTER: None 3- CITY OF OTSEGO 08/10/06 11:20 AM Page 1 *Check Detail Register© AUGUST 2006 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid ABDO ABDO EICK & MEYERS L E 10141600 -304 Accounting & Auditing $19,;. 224286 2005 YEAR END AUDIT & ANNUAL R Total ABDO ABDO EICK & MEYERS LLP $19,: a .00 Unpaid AIRGAS, INC. E 101 -43100 -210 Operating Supplies (GENERAL) $24.37 105749635 ACETYLENE/HAZMAT /OXYGEN Total AIRGAS, INC. $24.37 Unpaid ALDEN POOL & MUNICIPAL SU PLY E 601 -49400 -203 Supplies - General $3,55.28 600510 2 BULK WATER METERS Total ALDEN POOL & MUNICIPAL SUPPLY $3,585.28 Unpaid ASSURANT EMPLOYEE BENEF S E 101 -43100 -130 Employer Paid Ins (GENERAL) $90.00 PW - AUG E 10141600 -130 Employer Paid Ins (GENERAL) $36.00 FIN - AUG E 101 -41400 -130 Employer Paid Ins (GENERAL) $72.00 ADMIN -AUG E 250 - 42410 -130 Employer Paid Ins (GENERAL) $108.00 BLDG - AUG Total ASSURANT EMPLOYEE BENEFITS $306.00 Unpaid ASTLEFORD INTN'L TRUCKS E 101 -43100 -240 Small Tools and Minor Equip $65.99 T82666 SEAL REMOVER E 101 -43100 -220 Repair /Maint Supply (GENERAL) 382.30 T82780 HEAD - INT'L DUMP Total ASTLEFORD INTN'L TRUCKS $10.29 Unpaid BEAR ALARMS E 602 -49450 -390 Contracted Services $37.28 2306 WEST SEWER TREATMENT PLANT Total BEAR ALARMS $37.28 Unpaid BLUE CROSS BLUE SHIELD OF MN E 101- 41600 -123 Health $864.00 FIN - SEPT E 250 -42410 -123 Health $5,743.00 BLDG - SEPT E 101 -41400 -123 Health $3,414.00 ADMIN - SEPT E 101 -43100 -123 Health $1,836.00 PW -SEPT Total BLUE CROSS BLUE SHIELD OF MN $11,657.00 Unpaid BONESTROO ROSENE ANDER IK E 430 -43256 -302 Engineering Fees $1.310.00 132809 WWTF, WEST, PHASE 1 E 432 -43256 -302 Engineering Fees $31,065.17 132810 WWTF, EAST, PHASE 3 Total BONESTROO ROSENE ANDERLIK $32,375.17 Unpaid BOYER TRUCKS E 101 -43100 -210 Operating Supplies (GENERAL) $7.24 49884R BELT - FORD DUMP TRUCK Total BOYER TRUCKS $724 Unpaid BRAUN INTERTEC G 701 -22315 RIVERWOOD NATIONAL $864.00 264718 RIVERWOOD 12" TRUNK SS E 475 -43100 -302 Engineering Fees $1,028.00 264983 WATERFRONT EAST E 444 - 43100 -302 Engineering Fees $2,568.75 264998 TRUNK SS & WTRMN Total BRAUN INTERTEC $4460.75 Unpaid BRYAN ROCK PRODUCTS, IN • E 203 -45210 -530 Improvements Other Than Bldgs $1,34.09 23997 AG LIME PRAIRIE PARK Total BRYAN ROCK PRODUCTS, INC. $1,834.09 Unpaid CENTRAL WOOD PRODUCTS E 203 - 45210 -530 Improvements Other Than Bldgs $1,432.96 3116 REC -STEP LILYPOND E 101- 45200-400 Repairs & Maint Cont (equip) $10432.96 3266 REC -STEP SCHOOL KNOLL CITY OF OTSEGO 08/10/06 11:20 AM Page 2 *Check Detail Register© AUGUST 2006 Chec Amt Invoice Comment Total CENTRAL WOOD PRODUCTS $2,865.92 Unpaid CHARTER COMMUNICATIONS E 101 -41400 -390 Contracted Services $119.06 MONTHLY SERVICE Total CHARTER COMMUNICATIONS $10.06 Unpaid CITY OF ALBERTVILLE E 211 -42200 -390 Contracted Services $24, 3.44 2006130 1ST HALF 2006 FIRE SVC Total CITY OF ALBERTVILLE $24,23.44 Unpaid COBORNS INC -- - E 250 -42410 -310 Miscellaneous 52.57 DRY CLEANING Total COBORNS INC $62.57 • Unpaid COLT FENCE COMPANY INC E 203 -45210 -530 Improvements Other Than Bldgs $14,$50.00 OUTFIELD FENCE - PR PK Total COLT FENCE COMPANY INC $14,50.00 Unpaid CROW RIVER FARM EQUIPME E 101 -43100 -220 Repair /Maint Supply (GENERAL) $ 22.33 119617 HR BARS - REPAIR SUPPLIES Total CROW RIVER FARM EQUIPMENT $ 2.33 Unpaid D & H FENCING E 48543100 -500 Capital Outlay (GENERAL) $6,31.00 1235 FENCING - 16917 70TH ST Total D & H FENCING $6,331.00 Unpaid DAVID CASTLE E 250 -42410 -360 Education/Training/Conferences $10.00 INSP MTG LUNCHEON Total DAVID CASTLE $10.00 wo— Unpaid DJ'S TOTAL HOME CENTER E 101- 43100 -220 Repair /Maint Supply (GENERAL) $25.52 13929 MARKING PAINT E 101 -45200 -240 Small Tools and Minor Equip $37.26 14525 RUBBER HOSES Total DJ'S TOTAL HOME CENTER $62.78 Unpaid DUSTCOATING, INC. G 701 -22394 DUERR PROP $390.84 6834 70TH STREET DUST CONTROL G 701 -22393 REMINGTON COVES $390.83 6834 70TH STREET DUST CONTROL G 701 -22369 DR H ZIMMER PROP $390.83 6834 70TH STREET DUST CONTROL E 10143100 -436 Dustcoating $11172.50 6834 70TH STREET DUST CONTROL Total DUSTCOATING, INC. $2,45.00 Unpaid ECM PUBLISHERS INC E 101 -41400 -350 Print/Binding (GENERAL) $69.50 218842 LEGAL - PUBLIC HEARING E 101 -41400 -350 Print/Binding (GENERAL) $76.45 218843 LEGAL - PUBLIC HEARING Total ECM PUBLISHERS INC $145.95 r _ Unpaid ELECTION SYSTEMS & SO ARE E 101 -41410 -205 Election Supplies 330.00 597594 HDWR/SFTWR SUPPORT AGRMT Total ELECTION SYSTEMS & SOFTWARE 30.00 Unpaid FASTENAL COMPANY E 101 -43100 -210 Operating Supplies (GENERAL) $24.71 MNELK6169 GRAFFITI REMOVER Total FASTENAL COMPANY $24.71 Unpaid FINKEN'S WATER CARE E 101 -41940 -390 Contracted Services ; $57.67 CITY HALL E 101 -43100 -390 Contracted Services ' $21.12 PW ii CITY OF OTSEGO 08/10/06 11:20 AM Page 3 *Check Detail Register© AUGUST 2006 Check Amt Invoice Comment Total FINKEN'S WATER CARE $78.79 Unpaid FLOYD TOTAL SECURITY E 101- 41940 -402 Repairs /Maint Buildingss $1Ikk__5.00 54893 REPAIR VAULT DOOR Total FLOYD TOTAL SECURITY $145.00 Unpaid GLENS TRUCK CENTER INC E 101 -43100 -210 Operating Supplies (GENERAL) $21.41 125593 MICROLITE Total GLENS TRUCK CENTER INC 41.41 Unpaid GODFATHER'S PIZZA E 101 -41400 -310 Miscellaneous 7.33 CC WORKSHOP DINNER Total GODFATHER'S PIZZA 07.33 Unpaid GOPHER STATE ONE -CALL IN. E 250 -42410 -310 Miscellaneous $ LOCATE TICKETS Total GOPHER STATE ONE -CALL INC $ 2.55 Unpaid GREENBERG IMPLEMENT INC. E 101 -43100 -220 Repair / Maint Supply (GENERAL) $31.26 PS28115 GASKET, SHAFT FOR TILLER Total GREENBERG IMPLEMENT INC. $231.26 Unpaid HAKANSON ANDERSON ASS INC G 701 -22356 KITTR CROSS PPRZ $41.25 18725 KITTREDGE CROSSING G 701 -22451 BOULDER CREEK - EMMERICH EA $487.37 18815 BOULDER CREEK G 701 -22398 PRAIRIE OAKS $41.25 18816 PRAIRIE OAKS G 701 -22384 FOREST HILLS $343.67 18820 FOREST HILLS G 701 -22392 MISSISSIPPI COVE $1,677.45 18825 DAVIS MISSISSIPPI COVE G 701 -22460 FEATHERWIND - FARR $136.00 18826 FEATHERWIND G 701 -22433 ZIMMER FARMS 5 /PHASE 4 $871.51 18827 ZIMMER FARMS 5 G 701 -22406 KITCROSS 5/6 $1,130.18 18835 KITTREDGE 5, 6 G 701 -22409 PLEASANT CRK 3RD $$40.28 18836 PLEASANT CREEK 3 G 701 -22415 NORIN'S LANDING $420.09 18837 NORIN'S LANDING G 701 -22445 RIVER PLACE II $90164.47 18844 RIVERPLACE 2 G 701 -22396 ARBOR CREEK 2ND $1,400.00 18846 ARBOR CREEK 2 G 701 -22413 OTSEGO PRESERVE II $186.30 18847 OTSEGO PRESERVE 2 G 701 -22419 ZIMMER 4TH $388.96 18848 ZIMMER FARMS 4 G 701 -22426 FIN PLAT ARBOR CRK 3 $1,593.50 18849 ARBOR CREEK 3 G 701 -22432 OTSEGO PRESERVE III $465.28 18850 OTSEGO PRESERVE 3 G 701 -22361 SUN RAY FARMS $300.00 18852 SUNRAY FARMS G 701 -22380 RIVERPLACE 1ST $2186.35 18853 RIVERPLACE G 701 -22369 DR H ZIMMER PROP $2068.86 18854 ZIMMER FARMS G 701 -22462 DUKE REALTY $2046.18 18855 DUKE- ROLLING MEADOWS G 701 -22434 Crimson Ponds West $30121.97 18857 CRIMSON PONDS WEST G 701 -22315 RIVERWOOD NATIONAL $3 18858 RIVERWOOD NATIONAL G 701 -22366 MARTIN FARMS $2084.05 18859 MARTIN FARMS G 701 -22321 RIVERPOINTE 2ND $173.56 18860 RIVERPOINT 2 G 701 -22324 RIVERPOINTE 3 $400.00 18861 RIVERPOINT 3 G 701 -22349 ARBOR CREEK 00.00 18862 ARBOR CREEK G 701 -22422 ROTTLUND HOMES 204.22 18863 ROTTLUND HOMES G 701 -22474 CRIMSON PONDS WEST 2ND ADD $1845.97 18864 CRIMSON PONDS WEST 2 G 701 -22467 ZIMMER FARMS 6 $2576.93 18865 ZIMMER FARMS 6 G 701 -22424 HAMLET'S CREEKVIEW $488.52 18866 HAMLET PROPERTY G 701 -22465 GREAT RIVER CTR $823.10 18867 GREAT RIVER CENTRE G 701 -22377 OTSEGO PRESERVE $857.47 18868 OTSEGO PRESERVE G 701 -22374 KITTREDGE FINAL $100.00 18869 KITTREDGE 2, 3, 4 G 701 -22393 REMINGTON COVES $102.44 18870 REMINGTON COVES G 701 -22401 ZIMMERFARMS 3RD $310.94 18871 ZIMMER FARMS 3 CITY OF OTSEGO 08/10/06 11:20 AM Page 4 *Check Detail Register© AUGUST 2006 Check Amt Invoice Comment E 101 -41560 -302 Engineering Fees $920.05 18872 STAFF MEETINGS E 101 -41560 -302 Engineering Fees $2,508.00 18873 CITY MAP G 701 -22397 SUNRAY FARMS 2ND $660.00 18874 SUNRAY FARMS 2 E 480 -43100 -302 Engineering Fees $3142.25 18875 ALBERTVILLE/OTSEGO ISSUES G 701 -22410 RWN SEWERNVATER FEE $10.24 18877 KADLER AVE FRCMN E 101 -41560 -302 Engineering Fees $7, 0.00 18878 W/S -194 IMPROVEMENTS E 250 -42410 -302 Engineering Fees $119.68 18879 TRUNK HWY 101 E 475 -43100 -302 Engineering Fees $1,296.24 18880 COMM FRTG RD E 485 -43100 -302 Engineering Fees $1,.44.43 18883 QUEENS AVE IMP E 427 -43100 -302 Engineering Fees $3,666.73 18885 MACIVER - 80TH TO 60TH E 444 -43100 -302 Engineering Fees $096.57 18886 101/37/42 SS & WATER BORINGS E 475 -43100 -302 Engineering Fees $1,290.03 18887 WATERFRONT EAST UTILITIES E 444 -43100 -302 Engineering Fees $6,$32.49 18889 TRUNK WTRMN & FRCMN 101 FRTG R E 426 -43100 -302 Engineering Fees $5,915.72 18890 QUADAY - 78TH TO CSAH 37 E 444 -43100 -302 Engineering Fees $34,283.07 18891 TRUNK SS & WTRM 42/101 E 101 -41560 -302 Engineering Fees $4474.22 18892 2006 OTSEGO RD MAINT PROJ E 485 - 43100 -302 Engineering Fees $8,44.51 18893 CSAH 42 IMPROVEMENTS E 485 - 43100 -302 Engineering Fees $ 1.70 18911 CHRISTIAN ACRES E 203 -45210 -302 Engineering Fees $2, 12.07 18913 CITY PARKS TOPO SURVEY E 101 -41560 -302 Engineering Fees $ 95.98 18914 DARKENWALD 37/101 COMMERCIAL E 101 - 41560 -302 Engineering Fees 429.01) 18914 KARYPSIS /POLARIS CREDIT G 701 -22486 BOB'S PRODUCE $ ?00.88 18914 BOB'S PRODUCE G 701 -22452 NEXTEL LEASE $381.16 18914 NEXTEL LEASE G 701 -22479 RIVERPLACE 3RD ADDITION $544.72 18917 RIVERPLACE 3 E 101 -41560 -302 Engineering Fees $247.50 18918 MINING PERMITS E 101 -41400 -348 Maps $3,578.35 18919 GOPHER ONE CALL MAPS E 101 - 41560 -302 Engineering Fees $3,499.18 18920 MSC ENGINEERING Total HAKANSON ANDERSON ASSOC INC $144,408.69 Unpaid HYDRO METERING TECHNOLOGY INC E 601 -49400 -500 Capital Outlay (GENERAL) $20,$01.25 33681 -IN MOBILE COLLECTOR E 602 -49450 -500 Capital Outlay (GENERAL) $20,501.25 33681 -IN MOBILE COLLECTOR Total HYDRO METERING TECHNOLOGY INC $41,002.50 Unpaid ICC, INC E 250 - 42410 -355 Dues & Memberships $100.00 06- 5213962 GOV MEMBER DUES - TIM ROCHEL Total ICC, INC $100.00 Unpaid J & M OIL CO. E 101 -43100 -202 Gas & Oil $511.59 113620 CHEV DELO 400 15W40 Total J & M OIL CO. $511.59 Unpaid J.M.S. CUSTOM HOMES, LLC E 702 - 41400 -310 Miscellaneous $1 500.00 7408 MARLOWE - DRIVEWAY ESCROW Total J.M.S. CUSTOM HOMES, LLC $1 00 Unpaid JACQUIE ROGNLI 1 1 E 101 -41400 -347 Newsletter $875.00 2006-04 JULY /AUG OTSEGO VIEW Total JACQUIE ROGNLI 8875.00 Unpaid JEREMIAH BOULEY G 701 -22473 BOULEY - ACREAGE SPLIT $400.00 ESCROW REFUND - BOULEY ACREAGE Total JEREMIAH BOULEY $400.00 ......... ............................... Unpaid JERRY OLSON E 250 -42410 -390 Contracted Services $ { ,975.00 INSP SVCS 7/19 THRU 7/26 Total JERRY OLSON $1975.00 CITY OF OTSEGO 08/10/06 11:20 AM Page 5 *Check Detail Register© AUGUST 2006 Che Amt Invoice Comment Unpaid JOE & BOBBIE ANDERSON G 701 -22476 ANDERSON CUP - MOVE IN HOUSE $202.05 ESCROW REFUND - ANDERSON CUP Total JOE & BOBBIE ANDERSON $2b2.05 Unpaid JOE ABRAHAMSON E 250 -42410 -360 Education /Training /Conferences $30.00 3 INSP MTG LUNCHEONS E 250 -42410 -321 Mileage/Travel $24.48 INSPECTION MTG MILEAGE Total JOE ABRAHAMSON $$4.48 Unpaid KAREE ROWELL E 101 -41400 -321 Mileage/Travel 9.01 MILEAGE - CLERK SCHOOL Total KAREE ROWELL 01 ...... ..............__....._......... . Unpaid LONG & SONS E 101 -41940 -203 Supplies - General $130.41 06 -246 SUPPLIES E 101 -41940 -389 Cleaning Services $745.50 06 -246 MONTHLY CLEANING SVC Total LONG & SONS $15.91 Unpaid MARTIES FARM SERVICE INC E 101 -43100 -310 Miscellaneous $ 40.58 50055 PREMIUM SUNNY Total MARTIES FARM SERVICE INC $40.58 Unpaid MARTIN BENEFIT ADMINIST - ORS E 101 -41400 -390 Contracted Services $65.00 6345 MONTHLY FEE Total MARTIN BENEFIT ADMINISTRATORS $65.00 Unpaid MENARDS E 101 -45200 -240 Small Tools and Minor Equip $39.86 78480 SPRINKLER, HOSE E 101 -45200 -210 Operating Supplies (GENERAL) $14.82 80631 WOOD LATH E 101 -45200 -203 Supplies - General $3.60 80647 4" SPRAY HEAD E 101 -45200 -240 Small Tools and Minor Equip 1$30.75 82479 LINE REEL, TAPE MEAS Total MENARDS $89.03 Unpai ..__........ -..... - ..._............_.... pd MERGES ANDREW E 101 -41550 -390 Contracted Services $4,916.66 JULY 2006 ASSESSING WORK Total MERGES ANDREW $4,916.66 Unpaid MINNESOTA LIFE E 250 -42410 -123 Health &'$32.60 BLDG - AUG E 101 - 43100 -123 Health $111.10 PW -AUG E 101 -41600 -123 Health 1$13.80 FIN - AUG E 101 -41400 -123 Health $22.10 ADMIN -AUG Total MINNESOTA LIFE $179.60 Unpaid MONARCH HOMES, INC. E 702 -41400 -310 Miscellaneous $ 000.00 11340 - 72ND ST LNDSCP ESCROW Total MONARCH HOMES, INC. $1000.00 Unpaid MONTICELLO ANIMAL CONT • OL E 101 -42710 -390 Contracted Services $70.00 630 ANIMAL CONTROL Total MONTICELLO ANIMAL CONTROL 1$70.00 Unpaid NAGELL APPRAISAL & CON - LTING E 485 -43100 -301 Legal Services $1,500.00 13320 16098 62ND ST APPRAISAL Total NAGELL APPRAISAL & CONSULTING $ Unpaid NAPA OF ELK RIVER INC E 101 -43100 -240 Small Tools and Minor Equip $58.56 231612 BAT TEST CITY OF OTSEGO 08/10/06 11:20 AM Page 6 *Check Detail Register© AUGUST 2006 Chec Amt Invoice Comment E 101 -43100 -210 Operating Supplies (GENERAL) $101.87 231612 FILTERS E 101 -43100 -210 Operating Supplies (GENERAL) $ 2.54 232230 TRUCK KIT E 101 -43100 -210 Operating Supplies (GENERAL) 3.76 232501 SILICONE, SEALER Total NAPA OF ELK RIVER INC $ 73 t Unpaid NORTHWEST ASSOC CONSUL TS G 701 -22490 WRT CTY HWY DEPT STORAGE $7'12.00 15719 WRIGHT CTY SUBSTATION G 701 -22491 GATEWAY NORTH L1 BLK 1 2ND A $560.50 15719 GATEWAY NORTH BLDG 1 G 701 -22462 DUKE REALTY $494.00 15719 DUKE CONCEPT PLAN G 701 -22487 ROLFE - FEEDLOT SETBACK VARI $342.00 15719 FEEDLOT VARIANCE G 701 -22392 MISSISSIPPI COVE $169.00 15719 DAVIS MISSISSIPPI COVE G 701 -22422 ROTTLUND HOMES $ 2.50 15719 ROTTLUND - WILDFLOWER G 701 -22467 ZIMMER FARMS 6 $4.50 15719 ZIMMER FARMS 6 • G 701 -22479 RIVERPLACE 3RD ADDITION $ 7.55 15719 RIVERPLACE 3 E 203 -45210 -303 Planning Fees $.63.50 15720 PRAIRIE PK CONCEPT E 485 -43100 -303 Planning Fees $578.80 15720 CTY RD 42 PROJECT E 101 -41570 -303 Planning Fees $486.60 15720 W/S DISTRICT UPDATE E 101 -41570 -303 Planning Fees $451.88 15720 GENERAL E 101 -41570 -303 Planning Fees $413.10 15720 MONTICELLO TOWNSHIP CUP E 250 -42410 -303 Planning Fees $2,129.36 15721 GEN'L - CODE ENF E 101 -41570 -303 Planning Fees $1, 50.00 15722 JULY MEETINGS Total NORTHWEST ASSOC CONSULTANTS $9, 5.29 Unpaid OERTEL ARCHITECTS E 441 -43100 -302 Engineering Fees $7,208.23 #11 PUBLIC WORKS STUDY Total OERTEL ARCHITECTS $7,208.23 Unpaid OFFICEMAX E 250 -42410 -201 Office Supplies $78.84 739119 BLDG SUPPLIES E 101 -41400 -201 Office Supplies $107.84 739119 OFFICE SUPPLIES E 250 -42410 -201 Office Supplies $52.60 799163 BLDG SUPPLIES E 101 -41600 -201 Office Supplies 1$93.29 799163 FIN SUPPLIES E 101 -41400 -201 Office Supplies $50.62 799163 ADMIN SUPPLIES E 101 -41410 -205 Election Supplies $12.67 799163 ELECTION SUPPLIES E 25042410 -201 Office Supplies $127.79 870229 TONER CARTRIDGE Total OFFICEMAX $523.65 Unpaid OMANN BROTHERS INC. E 101- 43100 -434 Blacktop Supplies 42.30 7155 AC FINES MIX Total OMANN BROTHERS INC. $ 42.30 Unpaid OSI ENVIRONMENTAL, INC -? E 101 - 43100 -390 Contracted Services 1 252005 FILTER, DRUM DISPOSAL Total OSI ENVIRONMENTAL, INC $400.00 Unpaid_ PCS SAFETY SYSTEMS E 25042410 -501 Equipment $1„279.73 6128 COMP INSTALL - BLDG TRUCKS E 250 -42410 -501 Equipment $1,347.23 6129 COMP INSTALL - BLDG TRUCKS E 250 -42410 -501 Equipment $1279.73 6130 COMP INSTALL - BLDG TRUCKS E 250 -42410 -501 Equipment $1 280.26 6134 COMP INSTALL - BLDG TRUCKS Total PCS SAFETY SYSTEMS $5 86.95 Unpaid PEOPLE _�. SERVICE INC. I E 602 -49450 -390 Contracted Services $311,005.61 10764 MONTHLY SERVICE E 601 -49400 -390 Contracted Services $14,661.39 10764 MONTHLY SERVICE Total PEOPLE SERVICE INC. $45,667.00 Unpaid PREMIER HOME BUILDERS " CITY OF OTSEGO 08/10/06 11:20 AM Page 7 *Check Detail Register© AUGUST 2006 Check A Invoice Comment E 702 -41400 -310 Miscellaneous $1,000.00 7311 LARGE - LNDSCP ESCROW E 702 - 41400 -310 Miscellaneous $1,000.00 7353 LARGE - LNDSCP ESCROW Total PREMIER HOME BUILDERS $2,000.00 ........................ Unpaid QUICK FUEL FLEET SERVICES E 101 -43100 -202 Gas & Oil $2,065.09 81225 DIESEL FUEL E 101 -43100 -202 Gas & Oil $605.92 81225 GAS FUEL Total QUICK FUEL FLEET SERVICES $2,671.01 Unpaid RANDY'S SANITATION E 101 -41940 -325 Garbage Service $95.54 8899 NASHUA E 101 -43100 -325 Garbage Service $77.53 13474 95TH Total RANDY'S SANITATION $173.07 _ .... .............._._............._ . Unpaid REED BUSINESS INFORMATION E 485 -43100 -351 Legal Notices Publishing $152.64 3322565 QUEENS AVE E 485 -43100 -351 Legal Notices Publishing $152.64 3326030 QUEENS AVE Total REED BUSINESS INFORMATION $305.28 Unpaid RICHARD & CLAUDIA NELSON G 701 -22478 NELSON CUP - RELOCATE SFH $238.27 ESCROW REFUND - NELSON CUP Total RICHARD & CLAUDIA NELSON $238.27 ..._ ........ ............................... ............ ............................... . Unpaid RUSSELL L. SHONYO E 101 -43100 -220 Repair /Maint Supply (GENERAL) $738.09 8002 A/C REPAIR FORD DUMP TRUCK Total RUSSELL L. SHONYO $738.09 Unpaid SHOEMAKER SERVICES INC. E 414 -43100 -390 Contracted Services $15,250.00 MUELLER SEPTIC INSTALLATION Total SHOEMAKER SERVICES INC. $15,250.00 Unpaid SRF CONSULTING GROUP, INC. E 203- 45210 -390 Contracted Services $4,783.81 5521 -9 PARKS CONSULTING Total SRF CONSULTING GROUP, INC. $4,783.81 Unpaid ST. CROIX RECREATION CO. E 203 -45210 -501 Equipment $26;539.80 14982 EQUIPMENT OTSEGO PRES E 203 -45210 -501 Equipment $26,699.55 14983 EQUIPMENT KITTREDGE CROSSING E 203 -45210 -501 Equipment $26;981.78 14984 EQUIPMENT BEAUDRY MEADOWS Total ST. CROIX RECREATION CO. $80221.13 Unpaid STRATEGIC EQUIPMENT E 10141940 -560 Fumiture and Fixtures $151.87 938133 COFFEE DECANTERS, 2 STATION WA Total STRATEGIC EQUIPMENT $151.87 Unpaid SUPERIOR LAWN E 101 -41940 -390 Contracted Services $1,670.13 871 CITY PROPERTY E 602 -49450 -390 Contracted Services $430.90 871 SEWER E 101 -45200 -390 Contracted Services $3,206.92 871 PARKS E 601 -49400 -390 Contracted Services $430.90 871 WATER Total SUPERIOR LAWN $5,738.85 Unpaid TOSHIBA AMERICA INFO SYS INC E 101 - 41400 -413 Office Equipment Rental $211.83 45206461 TOSHIBA COPIER Total TOSHIBA AMERICA INFO SYS INC $211.83 Unpaid U OF MN EXTENSION SERVICE E 250 - 42410 -201 Office Supplies $156.56 SEWER GUIDES CITY OF OTSEGO 08/10/06 11:20 AM Page 8 *Check Detail Register© AUGUST 2006 Check Amt I nvoice Comment Total U OF MN EXTENSION SERVICE $156.56 Unpaid UNITED RENTALS NORTHWEST, INC. E 101 - 45200 -410 Rentals (GENERAL) $84.70 57716029 -001 TILLER - SCHOOL KNOLL E 101 - 43100 -410 Rentals (GENERAL) $1,7'6.38 57996539 -001 DOZER RENTAL E 101 - 45200 -410 Rentals (GENERAL) $82.28 58044078 -001 SOD CUTTER Total UNITED RENTALS NORTHWEST, INC. $1,943.36 Unpaid UNLIMITED ELECTRIC INC E 250 -42410 -525 Building Improvements $1,881.49 7441 ELECTRICAL WIRING FOR PROJECTO Total UNLIMITED ELECTRIC INC $1,881.49 Unpaid USA BLUE BOOK • E 601 -49400 -203 Supplies - General $102.18 204274 SUPPLIES E 602 -49450 -203 Supplies - General $102.19 204274 SUPPLIES Total USA BLUE BOOK $204.37 Unpaid VINYL GRAPHICS E 101 -43100 -310 Miscellaneous $15.00 3124 HARD HAT DECALS E 250 - 42410 -310 Miscellaneous $15.00 3124 HARD HAT DECALS Total VINYL GRAPHICS $30.00 Unpaid WRIGHT COUNTY AUDITOR - TREASURE E 101 -42100 -390 Contracted Services $48,666.67 PATROL -06-8 SHERIFF PATROL FOR AUG Total WRIGHT COUNTY AUDITOR TREASURE $48,666.67 Unpaid E 485-43100-310 w... ` WRIGHT COUNTY HIGHWAY DEPT Miscellaneous $200.00 4925 CTY 42 UTILITY PERMITS Total WRIGHT COUNTY HIGHWAY DEPT $200.00 Unpaid WRIGHT - HENNEPIN CO-OP ELECTRIC E 601 -49400 -390 Contracted Services $2,674.00 MONTHLY MAINT - JUNE E 602- 49450 -390 Contracted Services $2,674.00 MONTHLY MAINT - JUNE Total WRIGHT - HENNEPIN CO-OP ELECTRIC $5,348.00 ..........._........ .......... ___ .................... . Unpaid XCEL ENERGY E 101 -43160 -322 Utilities $132.33 8899 NASHUA AVE Total XCEL ENERGY 5132.33 Unpaid XEROX CORPORATION E 101 - 41400 -413 Office Equipment Rental $516.97 18902643 XEROX COPIER Total XEROX CORPORATION $516.97 . ......._......_ ................ Unpaid ZIEGLER INC E 101 -43100 -210 Operating Supplies (GENERAL) !1150.37 PC080207858 FILTER FOR CAT LOADER Total ZIEGLER INC $150.37 10100 BANK OF ELK RIVER $567,473.15 CITY OF OTSEGO 08/10/06 11:20 AM Page 9 *Check Detail Register© AUGUST 2006 Check Amt Invoice Comment Fund Summary 10100 BANK OF ELK RIVER 101 GENERAL FUND $124,852.68 203 PARK DEVELOPMENT $105,297.56 211 Albertville Fire District $24,273.44 250 BUILDING PERMIT FEES $18,976.47 414 Revolving Capital Improvements $15,250.00 426 Quaday & CSAH 37 $5,915.72 427 MACIVER/70TH ST ACCESS $3,666.73 430 West Trtmnt Plant -Phase 1 $1,310.00 432 East WWTP Phase III $31,065.17 441 Otsego City Campus • $7,208.23 444 SE Utilities Project $44,380.88 475 Waterfront East/Miss. Shores $3,614.27 480 194 /CASH 37 Project $342.25 485 Street Impr. Fund - 2006 $20,265.72 601 WATER FUND $41,925.00 602 SEWER FUND $54,751.23 701 DEVELOPMENT ESCROWS FUND $59,877.80 702 BUILDERS ESCROW FUND $4,500.00 $567,473.15 CITY OF OTSEGO 08/03/06 2:23 PM Page 1 *Check Summary Register@ AUGUST 2006 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid ALPINE HOMES INC $21,000.00 6417 MASON LNDSCP /DRIVEWAY UnPaid BRADY HELGESON $2,500.00 7559 LANDAU AVE LNDSCP /DRIVEWAY UnPaid DRAKE CONSTRUCTION, INC. $1,000.00 7636 PADGETT LNDSCP UnPaid GRANDVIEW BUILDERS INC $1,000.00 12448 66TH ST LNDSCP UnPaid HOMES PLUS $2,500.00 11674 76TH ST LNDSCP /DRIVEWAY UnPaid ICMA RETIREMENT TRUST $592.31 ppe 7/29 ck dtd 8/2/06 UnPaid MINKS ENTERPRISES INC $4,000.00 7473 KAHLER CRT LNDSCP UnPaid PUBLIC EMPLOYEES RETIREME $3,465.97 PPE 7/29 CK DTD 8/2 UnPaid ROLFE BUILDERS, INC. $1,000.00 11645 79TH ST LNDSCP UnPaid WAGENAAR HOMES INC $1,500.00 7503 LANDAU DRIVEWAY REFUND UnPaid WRIGHT COUNTY AUDITOR -TRE $40.00 COOP PURCHASING VENTURE PROGRAM UnPaid ZIEGLER CONSTRUCTION CO IN $2,000.00 13927 89TH ST LNDSCP Total Checks $40,598.28 FILTER: None CITY OF OTSEGO 08/03/06 2:23 PM Page 1 *Check Detail Register© AUGUST 2006 Check Amt Invoice Comment 10100 BANK OF ELK RIVER _ Unpaid ALPINE HOMES INC E 702 -41400 -310 Miscellaneous $1,500.00 8853 KAHL WAY DRIVEWAY E 702 -41400 -310 Miscellaneous $1,500.00 12414 66TH SY DRIVEWAY E 702 -41400 -310 Miscellaneous $1,500.00 12452 65TH ST DRIVEWAY E 702 -41400 -310 Miscellaneous $1,500.00 12457 65TH ST DRIVEWAY E 702 -41400 -310 Miscellaneous $1,500.00 6397 MASON DRIVEWAY E 702 - 41400 -310 Miscellaneous $1,500.00 6429 MASON DRIVEWAY E 702 -41400 -310 Miscellaneous $1,500.00 6443 MARSHALL AVE DRIVEWAY E 702 -41400 -310 Miscellaneous $1,500.00 6565 MASON DRIVEWAY E 702 -41400 -310 Miscellaneous $2,500.00 12394 65TH ST LNDSCP /DRIVEWAY E 702 -41400 -310 Miscellaneous $2,500.00 6405 Mason LNDSCP /DRIVEWAY E 702 -41400 -310 Miscellaneous $2,500.00 6417 MASON LNDSCP /DRIVEWAY E 702 -41400 -310 Miscellaneous $1,500.00 6558 MASON DRIVEWAY Total ALPINE HOMES INC $21,000.00 Unpaid BRADY HELGESON E 702 -41400 -310 Miscellaneous $2,500.00 7559 LANDAU AVE LNDSCP /DRIVEWA Total BRADY HELGESON $2,500.00 Unpaid DRAKE CONSTRUCTION, INC. E 702 -41400 -310 Miscellaneous $1,000.00 7636 PADGETT LNDSCP Total DRAKE CONSTRUCTION, INC. $1,000.00 Unpaid GRANDVIEW BUILDERS INC E 702 -41400 -310 Miscellaneous $1,000.00 12448 66TH ST LNDSCP Total GRANDVIEW BUILDERS INC $1,000.00 Unpaid HOMES PLUS E 702 -41400 -310 Miscellaneous $2,500.00 11674 76TH ST LNDSCP /DRIVEWAY Total HOMES PLUS $2,500.00 Unpaid ICMA RETIREMENT TRUST G 101 -21705 Other Retirement $400.00 ppe 7/29 ck dtd 8/2/06 E 101 -41400 -121 PERA $192.31 ppe 7/29 ck dtd 8/2/06 Total ICMA RETIREMENT TRUST $592.31 Unpaid MINKS ENTERPRISES INC E 702 -41400 -310 Miscellaneous $1,000.00 7446 KAHLER CRT LNDSCP E 702 - 41400 -310 Miscellaneous $1,000.00 7473 KAHLER CRT LNDSCP E 702 -41400 -310 Miscellaneous $1,000.00 7391KAHL CRT LNDSCP E 702 -41400 -310 Miscellaneous $1,000.00 . 7452 KAHLER CRT LNDSCP Total MINKS ENTERPRISES INC $4,000.00 Unpaid PUBLIC EMPLOYEES RETIREMENT FD G 101 -21704 PERA $1,657.63 PPE 7/29 CK DTD 8/2 E 101 -41600 -121 PERA $231.21 PPE 7/29 CK DTD 8/2 E 101 - 41400 -121 PERA $297.26 PPE 7/29 CK DTD 8/2 E 101 -43100 -121 PERA $560.83 PPE 7/29 CK DTD 8/2 E 250 -42410 -121 PERA $719.04 PPE 7/29 CK DTD 8/2 Total PUBLIC EMPLOYEES RETIREMENT FD $3,465.97 Unpaid ROLFE BUILDERS, INC. E 702 -41400 -310 Miscellaneous $1,000.00 11645 79TH ST LNDSCP Total ROLFE BUILDERS, INC. $1,000.00 Unpaid WAGENAAR HOMES INC E 702 -41400 -310 Miscellaneous $1,500.00 7503 LANDAU DRIVEWAY REFUND CITY OF OTSEGO .08103106 2:23 PM Page 2 *Check Detail Register© AUGUST 2006 Check Amt Invoice Comment Total WAGENAAR HOMES INC $1,500.00 Unpaid WRIGHT COUNTY AUDITOR TREASURE E 250 -42410 -355 Dues & Memberships $40.00 COOP PURCHASING VENTURE PROGRA Total WRIGHT COUNTY AUDITOR TREASURE $40.00 ... ._..._ .................._...__. . Unpaid ZIEGLER CONSTRUCTION CO INC E 702 -41400 -310 Miscellaneous $1,000.00 13736 89TH ST LNDSCP E 702 -41400 -310 Miscellaneous $1,000.00 13927 89TH ST LNDSCP Total ZIEGLER CONSTRUCTION CO INC $2,000.00 10100 BANK OF ELK RIVER $40,598.28 • Fund Summary 10100 BANK OF ELK RIVER 101 GENERAL FUND $3,339.24 250 BUILDING PERMIT FEES $759.04 702 BUILDERS ESCROW FUND $36,500.00 $40598.28 CITY OF OTSEGO 07/31/06 11:42 AM Page 1 *Check Summary Register® JULY 2006 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid MIDWEST STATION II, INC. $5,000.00 MOVE FENCE - MIDWEST STATION Total Checks $5,000.00 FILTER: None CITY OF OTSEGO 07/31/06 11:42 AM Page 1 *Check Detail Register© JULY 2006 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid MIDWEST STATION II, INC. E 485 -43100 -301 Legal Services $5,000.00 MOVE FENCE - MIDWEST STATION Total MIDWEST STATION 11, INC. $5,000.00 10100 BANK OF ELK RIVER $5,000.00 Fund Summary 10100 BANK OF ELK RIVER 485 Street Impr. Fund - 2006 $5,000.00 $5,000.00 • CITY OF OTSEGO 07/31/06 11:38 AM Page 1 *Check Summary Register© JULY 2006 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid MIDWEST STATION II, INC. $15,000.00 MIDWEST STATION EASEMENT Total Checks $15,000.00 FILTER: None CITY OF OTSEGO 07/31/06 11:39 AM Page 1 *Check Detail Register© JULY 2006 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid MIDWEST STATION II, INC. E 485 -43100 -301 Legal Services $15,000.00 MIDWEST STATION EASEMENT Total MIDWEST STATION II, INC. $15,000.00 10100 BANK OF ELK RIVER $15,000.00 Fund Summary 10100 BANK OF ELK RIVER 485 Street Impr. Fund - 2006 $15,000.00 $15,000.00 • CITY OF OTSEGO 07/26/06 2:16 PM Page 1 *Check Summary Register© JULY 2006 Na Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid ALLIED BLACKTOP $24,845.14 2006 STREET MAINT PROJ UnPaid ALPINE HOMES INC $7,500.00 12460 66TH ST - LNDSCP ESC UnPaid BAUNE CONSTRUCTION, INC. $2,500.00 6497 MASON AVE - LNDSCP ESC UnPaid BUFFALO BITUMINOUS $83,030.00 3 PARKS CONSTRUCTION UnPaid BURSCHVILLE CONSTRUCTION, $555,730.53 CSAH 42 TRUNK WATER & SEWER UnPaid BUY BUILDER DIREST, INC. $1,000.00 7384 LAMONT AVE LNDSCP ESC UnPaid CHRISTIAN BUILDERS INC $2,500.00 12184 72ND ST - LNDSCP ESC UnPaid DRESEL CONTRACTING INC $18,804.00 KITTREDGE STORM SWR INSTALL UnPaid FENNA HOMES $1,000.00 7763 LANDER AVE - LNDSCP ESC UnPaid GRIDOR CONSTR., INC. $138,483.00 EAST WWTF UnPaid HENNEN CONSTRUCTION CO. $190,000.00 TRUNK W/S 101/42/37 UnPaid KNISLEY CONSTRUCTION INC $1,000.00 10135 92ND ST LNDSCP ESC UnPaid MIKHAIL SIMONOVICH $800.00 REFUND 2ND DRIVEWAY FEES UnPaid STERNZ BUILDERS, INC. $1,500.00 9868 105TH ST - DRIVEWAY ESC UnPaid TIM ROCHEL $116.40 MILEAGE ST. CLOUD CLASSES UnPaid UNITED STATES POSTAL SERVI $160.00 PERMIT IMPRINT APPLICATION Total Checks $1,028,969.07 • FILTER: None CITY OF OTSEGO 07/26/06 2:16 PM Page 1 *Check Detail Register© JULY 2006 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid ALLIED BLACKTOP E 101 - 43100 -432 Sealcoating $24,845.14 PAY 2 FINAL 2006 STREET MAINT PROJ Total ALLIED BLACKTOP $24,845.14 Unpaid ALPINE HOMES INC E 702 -41400 -310 Miscellaneous $2,500.00 12460 66TH ST - LNDSCP ESC E 702 -41400 -310 Miscellaneous $2,500.00 12472 66TH ST - LNDSCP ESC E 702 -41400 -310 Miscellaneous $2,500.00 12468 65TH ST - LNDSCP ESC Total ALPINE HOMES INC $7,500.00 ............... ............................... Unpaid BAUNE CONSTRUCTION, INC. E 702 -41400 -310 Miscellaneous $2,500.00 6497 MASON AVE - LNDSCP ESC Total BAUNE CONSTRUCTION, INC. $2,500.00 Unpaid BUFFALO BITUMINOUS E 20345210 -500 Capital Outlay (GENERAL) $83,030.00 PAY #1 3 PARKS CONSTRUCTION Total BUFFALO BITUMINOUS $83,030.00 Unpaid BURSCHVILLE CONSTRUCTION, INC. E 444 -43100 -530 Improvements Other Than Bldgs $555,730.53 PAY 2 CSAH 42 TRUNK WATER & SEWER Total BURSCHVILLE CONSTRUCTION, INC. $555,730.53 Unpaid BUY BUILDER DIREST, INC. E 702 - 41400 -310 Miscellaneous $1,000.00 7384 LAMONT AVE LNDSCP ESC Total BUY BUILDER DIREST, INC. $1,000.00 Unpaid CHRISTIAN BUILDERS INC E 702 -41400 -310 Miscellaneous $2,500.00 12184 72ND ST - LNDSCP ESC Total CHRISTIAN BUILDERS INC $2,500.00 Unpaid DRESEL CONTRACTING INC E 203 -45210 -500 Capital Outlay (GENERAL) $18,804.00 PAY 1 - FINAL KITTREDGE STORM SWR INSTALL Total DRESEL CONTRACTING INC $18,804.00 Unpaid FENNA HOMES E 702 -41400 -310 Miscellaneous $1,000.00 7763 LANDER AVE - LNDSCP ESC Total FENNA HOMES $1,000.00 Unpaid GRIDOR CONSTR., INC. E 432 -43256 -500 Capital Outlay (GENERAL) $138,483.00 PAY #16 EAST WWTF Total GRIDOR CONSTR., INC. $138,483.00 Unpaid HENNEN CONSTRUCTION CO. E 444 -43100 -530 Improvements Other Than Bldgs $190,000.00 PAY 3 TRUNK W/S 101/42/37 Total HENNEN CONSTRUCTION CO. $190,000.00 Unpaid KNISLEY CONSTRUCTION INC E 702 - 41400 -310 Miscellaneous $1,000.00 10135 92ND ST LNDSCP ESC Total KNISLEY CONSTRUCTION INC $1,000.00 Unpaid MIKHAIL SIMONOVICH R 101 -34103 Zoning and Subdivision Fees $200.00 REFUND 2ND DRIVEWAY FEES G 701 -22489 SIMONOVICH 2ND DRIVEWAY $600.00 REFUND 2ND DRIVEWAY FEES Total MIKHAIL SIMONOVICH $800.00 Unpaid STERNZ BUILDERS, INC. E 702 - 41400 -310 Miscellaneous $1,500.00 9868 105TH ST - DRIVEWAY ESC CITY OF OTSEGO 07/26/06 2:16 PM Page 2 *Check Detail Register© JULY 2006 Check Amt Invoice Comment Total STERNZ BUILDERS, INC. $1,500.00 Unpaid TIM ROCHEL E 250 -42410 -321 Mileage/Travel $116.40 MILEAGE ST. CLOUD CLASSES Total TIM ROCHEL $116.40 Unpaid UNITED STATES POSTAL SERVICE E 101 -41400 -206 Postage $160.00 PERMIT IMPRINT APPLICATION Total UNITED STATES POSTAL SERVICE $160.00 10100 BANK OF ELK RIVER $1,028,969.07 Fund Summary 10100 BANK OF ELK RIVER 101 GENERAL FUND $25,205.14 203 PARK DEVELOPMENT $101,834.00 250 BUILDING PERMIT FEES $116.40 432 East WWTP Phase III $138,483.00 444 SE Utilities Project $745,730.53 701 DEVELOPMENT ESCROWS FUND $600.00 702 BUILDERS ESCROW FUND $17,000.00 $1,028,969.07 ITEM 5_2 RESOLUTION NO. 2006 -54 APPOINTING ELECTION JUDGES FOR 2006 CITY OF OTSEGO, COUNTY OF WRIGHT WHEREAS, the Primary Elections are to be held on September 12, 2006 and, WHEREAS, the General Elections are to be held on November 7, 2006, and, WHEREAS Election Judges are required to perform the election duties for these elections, NOW, THEREFORE, BE IT RESOLVED THAT, the following persons be appointed as Election Judges and attend the necessary training provided by the City of Otsego in order to hold the position of Election Judges: Monica Mize Shane Peterson Mary Olson Appointed by the City of Otsego Council this 14 day of August, 2006. City of Otsego Mayor Larry Fournier ATTEST: Judy Hudson, City Clerk Elections 2006.wps ITEM 5_3 CITY OF OTSEGO PARK & RECREATION COMMISSION MEETING MINUTES JULY 12, 2006 7:00 PM Call to Order: The meeting was called to order at 7:00 PM. Roll Call: Commissioners: Chair Aaron Stritesky, Kathy Roberts, Rose Cassady, Peter Torresani, and Mike Brumm. Absent: Russ Langer. • Councilmembers: Jessica Stockamp and Mark Thorsted. Staff: City Administrator Michael Robertson, Public Works Director Brad Belair, Assistant City Planner Anne Rexine. Steve Zoubek of Three Rivers Soccer Association was also present. City Administrator Robertson added Eagle Scout Project to the agenda. Agenda Approval: Commissioner Cassady, seconded by Commissioner Torresani, moved to approve the revised agenda. Carried 5 -0. Approval of minutes from June 14, 2006 meeting: Commissioner Torresani, seconded by Commissioner Roberts, moved approve the minutes, amending Commissioner Torresani's request for an update on park construction. Carried 6 -0. Proposed Eagle Scout Project: TJ Natus of Boy Scout troop #290 was present to discuss his proposed project of constructing and landscaping some new signs for City parks. Commissioners were supportive of the idea and Public Works Director Belair said he would be happy to work with young Mr. Natus. Review of Prairie Park Designs: Soccer Fields - Both Steve Zoubek and Assistant Planner Rexine reviewed their examination of land north of City Hall and 90 Street for soccer fields. Rexine noted that the site could hold five full size soccer fields. Elimination of one soccer field would allow construction of a 120 space parking lot. Zoubek noted that five full size fields would not be needed and suggested including some smaller fields. Rexine said she would revise her drawings accordingly. Zoubek also noted he had examined the piece of land in the southwest part of Prairie Park that juts south past the property just south of City Hall. He said that piece of land could hold two small soccer fields. Baseball Fields - Assistant Planner Rexine reviewed a drawing showing four additional baseball fields could be constructed to the west of the existing ball diamonds. Commissioners asked her to push the fields as far west as possible to see if some parking could be put between them and the existing ball diamonds. They asked if one or more of the new fields could be made "Big" ball fields. Prairie Park Ballfield Fence: Commissioners were in consensus to recommend that the Council put up a ball field fence. Tennis Boards: Commissioners were in consensus to recommend that the Council put up boards on the tennis courts. Greenway Corridor Park Plan Amendment: Assistant Planner Rexine reviewed the proposed Greenway Corridor amendment to the City's Park & Trail Plan. This would follow Lefebvre Creek to 78 Street. Commissioner Cassady, Seconded by Commissioner Brunta, moved to recommend approval of the proposed amendment. Carried 5 -0. Parks Update: Administrator Robertson noted that the Council asked the Commission to set priorities and that the Commission will vote on priorities on a list of projects at the next meeting. 2006 Park Construction: Administrator Robertson updated Commissioner on the 2006 Park Construction project. City Update: Councilmembers Stockamp and Thorsted updated Commissioners on recent Council decisions. Adjournment: With no further business Commissioner Cassady, seconded by Commissioner Roberts, moved to adjourn at 9:22 p.m. Carried 6 -0. Michael Robertson City Administrator ITEM 5_4 2 CUST:. City of Otsego JOB:Otsego Public Works Facility APPLICATION NO: 3 Page: 1 8899 Nashua Avenue NE Northwest Quadrant of 90th St PERIOD ENDING : 07/30/06 & Nashua Avenue NE Otsego MN 55330 Otsego, MN 55330 FROM: KUE CONTRACTORS, INC. ARCHITECT:Oertel Architects, Ltd. CONTRACT NO: 130 Central Ave S 1795 Saint Clair Avenue CONTRACT DATE: 03/28/06 WATKINS, MN 55389 JOB DESCRIPTION: Otsego Public Works Facility (New Construction) CHANGE ORDERS ADDITIONS DEDUCTIONS ORIGINAL CONTRACT AMOUNT $ 3,859,668.00 TOTAL CHANGE ORDER AMOUNT S .00 PREVIOUS TOTAL .00 (. .00 TOTAL CONTRACT INCLUDING CHANGE ORDERS $ 3,859,668.00 CURRENT AMOUNT COMPLETED TO DATE S 972,475.00 RETAINAGE - 5.00% OF WORK COMPLETED S 48,625.00 Number Date 5.00% OF STORED MATERIAL COMPLETED TO DATE LESS RETAINAGE S 923,850.00 PREVIOUS AMOUNT BILLED S 348,761.00 SALES TAX S .00 CURRENT AMOUNT DUE $ 575,089.00 AMOUNT REMAINING $ 2,935,818.00 TOTALS TO DATE .00 .00 NET AMOUNT .00 ARCHITECT'S CERTIFICATE FOR PAYMENT The undersigned Contractor certifies that to the best of the Contractor's knowledge, information and belief the Work covered In accordance with the Contract Documents, based on by this Application for Payment has been completed in accordance on -site observations and the data comprising this with the Contract Documents, that all amounts have been paid by application, the Architect certifies to the Owner the Contractor for Work for which previous Certificates for that to the best of the Architect's knowledge, Payment were issued and payments received from the Owner, and information and belief the Work has progressed as that current payment shown herein is now due. indicated, the quality of the Work is in accordance with the Contract Documents, and the Contractor is CONTRACTOR: KUE CONTRACTORS, INC. entitled to payment of the AMOUNT CERTIFIED. BY \1 _07/27/2006 AMOUNT CERTIFIED S v ames R. 'uechle (Attach explanation if amount certified di fers from State o : Mi sots County of: Stearns the amount " -• for. Initial / LL f res on this Subscri• a - sworn to before me this_27th day of Appli - ion and the C tin -f on eet that are _July 2006_ ch ged to con •rm to ee . nt - tified.) f r�/�-".I � DAT / Not ary Public: RCHITEC - // � � L23!�C�I • � /� This Cer = "e is not nego iable. The AMOUNT My Commission �f( pire"suary 31, 10 CF "Ttf -' s payable only to the Contractor named 1. Issuance, payment and acceptance of payment a._ without prejudice to any rights of the Owner or ' '� MARY k KUE CHLE Contractor under this Contract. ,', Notary esotao I — • My Comm Expires Jan 31. 2010 I • Job Number: 2604 Otsego Public Works Facility Application No.: 3 Period From: 07/01/06 Page Number 2 Project # : Invoice Number : 793 Thru: 07/30/06 - -- -WORK COMPLETED-- -- COMPLETED SCHEDULED PREVIOUS THIS STORED AND STORED BALANCE DESCRIPTION OF WORK VALUE APPLICATION PERIOD MATERIALS TO DATE % TO FINISH RETAINAGE 01000 General Requirements 115,254.00 44,000.00 7,000.00 .00 51,000.00 44 64,254.00 2,550.00 02200 Earthwork & Site Clearing 70,600.00 56,700.00 6,400.00 .00 63,100.00 89 7,500.00 3,155.00 02513 Asphalt Concrete Paving 143,000.00 .00 .00 .00 .00 0 143,000.00 .00 02514 Site Concrete 27,900.00 .00 .00 .00 .00 0 27,900.00 .00 02730 Sewage Systems 59,100.00 45,962.00 .00 .00 45,962.00 78 13,138.00 2,298.00 03310 Concrete 246,900.00 79,231.00 .00 .00 79,231.00 32 167,669.00 3,962.00 03410 Structural Precast Concre 69,300.00 .00 .00 .00 .00 0 69,300.00 .00 03450 Tilt -up Precast Wall Pane 338,600.00 268,323.00 70,277.00 .00 338,600.00 100 .00 16,930.00 04200 Unit Masonry 212,874.00 .00 78,257.00 .00 78,257.00 37 134,617.00 3,913.00 05120 Structural Steel 264,500.00 .00 182,000.00 .00 182,000.00 69 82,500.00 9,100.00 05210 Steel Joist w/05120 .00 .00 .00 .00 .00 0 .00 .00 05300 Steel Decking w/05120 .00 .00 .00 .00 .00 0 .00 .00 05500 Misc Metals w/05120 .00 .00 .00 .00 .00 • 0 .00 .00 06100 Rough Carpentry 8,800.00 .00 .00 .00 .00 0 8,800.00 .00 06200 Finish Carpentry 20,800.00 .00 .00 .00 .00 0 20,800.00 .00 06400 Archit Millwork w/06200 .00 .00 .00 .00 .00 0 .00 .00 07200 Insulation 600.00 .00 600.00 .00 600.00 100 .00 30.00 07530 Single Ply Membrane Roofi 153,000.00 .00 .00 .00 .00 0 153,000.00 .00 07600 Flash /Sheet Metal w/07530 .00 .00 .00 .00 .00 0 .00 .00 07900 Joint Sealers 11,200.00 .00 .00 .00 .00 0 11,200.00 .00 08110 Steel Doors & Frames 51,900.00 .00 2,500.00 .00 2,500.00 5 49,400.00 125.00 08210 Wood Doors w/08110 .00 .00 .00 .00 .00 0 .00 .00 105 Access Doors 800.00 .00 550.00 .00 550.00 69 250.00 28.00 ,30 Overhead Coiling Shutter 1,200.00 .00 .00 .00 .00 0 1,200.00 .00 08360 Sectional Overhead Doors 37,200.00 .00 .00 .00 .00 0 37,200.00 .00 08410 Alum. Entrances & Framing 137,900.00 .00 .00 .00 .00 0 137,900.00 .00 08710 Finish Hardware w/08110 .00 .00 .00 .00 .00 0 .00 .00 08800 Glass & Glazing w/08410 .00 .00 .00 .00 .00 0 .00 .00 08900 Alum Curtainwall & w/8410 .00 .00 .00 .00 .00 0 .00 .00 08955 Unit Skylights 19,200.00 .00 17,400.00 .00 17,400.00 91 1,800.00 870.00 09250 Gypsum Drywall 52,300.00 .00 .00 .00 .00 0 52,300.00 .00 09300 Tile 16,400.00 .00 .00 .00 .00 0 16,400.00 .00 09510 Acoustic Ceilings 11,600.00 .00 .00 .00 .00 0 11,600.00 .00 09680 Carpeting 6,200.00 .00 .00 .00 .00 0 6,200.00 .00 09900 Painting 37,500.00 .00 .00 .00 .00 0 37,500.00 .00 10160 Toilet Partitions 1,100.00 .00 .00 .00 .00 0 1,100.00 .00 10200 Louvers & Vents 800.00 .00 .00 .00 .00 0 800.00 .00 10400 Signage 6,100.00 .00 .00 .00 .00 0 6,100.00 .00 10500 Metal lockers & Accessori 7,100.00 .00 .00 .00 .00 0 7,100.00 .00 10522 Fire Extinguishers & Acce 400.00 .00 .00 .00 .00 0 400.00 .00 10800 Toilet Accessories 400.00 .00 .00 .00 .00 0 400.00 .00 11320 Projection Screen 500.00 .00 .00 .00 .00 0 500.00 .00 11450 Appliances 1,900.00 .00 .00 .00 .00 0 1,900.00 .00 11600 Vehicle Fueling System 91,900.00 .00 .00 .00 .00 0 91,900.00 .00 12500 Window Treatment 2,800.00 .00 .00 .00 .00 0 2,800.00 .00 14250 Hydraulic Elevator 44,600.00 .00 10,900.00 .00 10,900.00 24 33,700.00 545.00 14450 Truck Lifts 12,400.00 .00 .00 .00 .00 0 12,400.00 .00 "4630 Overhead Crane Systems 31,300.00 .00 .00 .00 .00 0 31,300.00 .00 )00 Mechanical 1118740.00 .00 89,250.00 .00 89,250.00 8 1029490.00 4,463.00 .6000 Electrical 425,000.00 .00 13,125.00 .00 13,125.00 3 411,875.00 656.00 3859668.00 494,216.00 478,259.00 .00 972,475.00 25 2887193.00 48,625.00 RECEIPT AND WAIVER OF MECHANIC'S LIEN RIGHTS Date: 7/28/2006 The undersigned hereby acknowledges receipt of the sum of $ 575,089.00 CHECK ONLY ONE 1) © as partial payment for labor, skill and material furnished 2) Elas payment for all labor, skill and material fumished or to be furnished (except the sum of retainage or holdback) 3) Das full and final payment for all labor, skills and material furnished or to be fumished to the following described real property: (legal description, street or project name) Otsego Public Works Faciltiy 13400 90th Street Otsego; MN 55330 and for the value received hereby waives all rights acquired by the undersigned to file or record mechanic's lien against said the real property for labor, skill or material furnished to said real property (only for the amount paid if Box 1 is checked, and except for retainage shown if Box 2 is checked). The undersigned affirms that all materials furnished by the undersigned has been paid for, and all subcontractors employed by the undersigned has been paid in full, EXCEPT: • NOTE: If this instrument is executed by a corpora- tion, it must be signed by an officer, and if executed by a partnership, it must be signed by a partner. . UE Contractors • _ BY ` -- L�i� Vic =), dent (TRW P.O. -. 408 (Address) Watkins, MN 55389 Please sign and return to: KUE Contractors Inc. 130 Central Avenue South P.O. Box 408 Watkins, MN 55389 ITEM 5_5 MEMO Date: August 10, 2006 To: Mayor & Council From: City Administrator Mike Robertson Re: Public Hearing for Queens Avenue After reviewing the bonding documents the City's bond attorney, Mary Ipple of Briggs & Morgan, has recommended we hold an improvement public hearing for the Queens Avenue Improvement. She feels a hearing is needed due to the City's plans to charge future• developments road access fees. The only property owner affected is Duke Realty, and they will be the only one noticed for the hearing. 11 RESOLUTION 2006 -55 RECEIVING PRELIMINARY REPORT AND CALLING PUBLIC HEARING ON QUEENS AVENUE NE IMPROVEMENTS OF 2006 (PROJECT #06 -01) WHEREAS, The City Council deems it necessary and expedient that the City of Otsego, Minnesota, construct certain improvements to -wit: Queens Avenue NE in the City as described in and in accordance with the preliminary plans and reports prepared by Hakanson Anderson Assoc., Inc., consulting engineers; and WHEREAS, The Council has been advised by the consulting engineers that said Queens Avenue NE Improvements of 2006 are necessary, cost - effective, and feasible and should best be made as proposed, and the consulting engineers' report to this effect has heretofore been received by the Council, and filed with the City Clerk, and WHEREAS, the statute provides that no such improvements shall be made until the Council shall have held a public hearing on such improvements following mailed notice and two publications in the official newspaper stating time and place of the hearing, the general nature of the improvement, the estimated costs thereof, and the area proposed to be assessed, and that a reasonable estimate of the total amount to be assessed, and a description of the methodology used to calculate individual assessments for affected parcels (the "Impact of Assessments ") has been made available at the hearing, all in accordance with law; and WHEREAS, this City Council has heretofore discussed and made determinations about the Impact of Assessments: NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Otsego, Minnesota, as follows: 1. A public hearing will be at the time and place set forth in the Notice of Hearing attached hereto as Exhibit A held to consider proposed improvements. 2. The nature of the improvements, the estimated cost of each major portion thereof, and the areas proposed to be assessed therefor are described in the form of Notice of Hearing hereto attached. 3. The notice of said public hearing shall be in substantially the form contained in the notice hereto attached. 4. The City Clerk is hereby authorized and directed to cause notice of said hearing to be given two publications in the official newspaper. Said publications shall be one week apart, and at least three days shall elapse between the last publication and the hearing. Not less than ten days before the hearing the Clerk shall mail notice of the hearing to the owner of each parcel of land within the area proposed to be assessed as described in the notice. For the purpose of giving such mailed notice, owners shall be those shown to be such on the records of the County Auditor or, if the tax statements in the County are mailed by the County Treasurer, on the records of the County Treasurer. As to properties not listed on the records of the County Auditor or the County Treasurer, the Clerk shall ascertain such ownership by any practicable means and give mailed notice to such owners. • 5. The City Clerk is hereby authorized and directed to cause to be prepared the Impact of Assessments, which may be in the form attached hereto as Exhibit B, consistent with the determinations of this City Council on and prior to the date hereof. The motion for the adoption of the foregoing resolution was duly seconded by member and upon a vote being taken thereon the, following voted in favor thereof: and the following voted against the same:. Whereupon said resolution was declared duly passed and adopted. CITY OF OTSEGO COUNTY OF WRIGHT NOTICE OF PUBLIC HEARING FOR CONSTRUCTION OF QUEENS AVENUE NE The Otsego Mayor and City Council will conduct a Public Hearing on Monday, August 28, 2006 at 6:30 PM at the Otsego City Hall, 8899 Nashua Avenue NE, Otsego; MN 55330, or as soon thereafter as time permits, to consider the construction of the following improvements, to -wit: Improvement Project No. 06 -01, Queens Avenue NE. The total estimated cost of said Improvement is $2,600,000.00. The area proposed to be assessed for such improvements is the westerly side of proposed Queens Avenue NE, Section 35, Range 23, Township 121. The City Council proposes to proceed under the authority granted by Chapter 429 M.S.A. Such persons as desire to be heard with reference to the proposed improvements will be heard at this meeting. Written or oral objections will be considered. A reasonable estimate of the impact of the assessments will be available at this meeting. If you would like further information regarding the above described Public Hearing, please call the City of Otsego at 763 - 441 -4414 in advance of the meeting. CITY OF OTSEGO ltd v J H 4n . ' Cler. ' oning Administrator Published: Elk River Star News, August 16 and 23` 2006 Posted: Otsego City Hall, August 16, 2006 City Council: August 28, 2006 at 6:30 PM (Public Hearing) 2335 West Highway 36 . St. Paul, MN 55113 I T E M 5 - 6 Bonestroo , Rosene O ffice: 651-636-4600 Fax: 651-636-1311 0) t r ! - �] p� r 1 INI , _ 1X11 VI Anderlik & www.bonestroo.com r �� .4,1 7 , I I Associates � L! 2 005 j Engineers & Architects 8y August 4, 2006 Mr. Mike Robertson City of Otsego . 8899 Nashua Ave NE Otsego, MN 55330 Re: Otsego East Wastewater Treatment Facility ' City of Otsego , BRA Project No 503 -04 =108 Pay Request # 17 ' Dear Mr. Robertson: Enclosed are four (4) copies of Pay Request No 17 for the East Wastewater Treatment Facility project. This pay request is for work completed through July 25, 2006. The total amount of this pay request is $230,573.00. Please execute the documents and distribute as follows: 1 copy City of Otsego 2 copies Gridor Construction, Attn: Mr. Steve Lee 1 copy Bonestroo, Rosene, Anderlik & Associates Inc.-attn: Justin IKubisiak If you have any questions regarding; this pay request, please call me at (651) 967 -4614. Sincerely; BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. L .. Justin Kubisiak JPK:cv Enclosures St. Paul, St. Cloud, Rochester, MN • Milwaukee, WI • Chicago, IL Affirmative Action /Equal Opportunity Employer and Employee Owned Bonestroo Owner: City of Otsego , 8899 Nashua Avenue NE, Otsego, MN, 55330 -7314 Date: August 4, 2006 Rosene For Period: 6/26/2006 to 7/25/2006 Request No: 17 Anderlik & Associates Contractor: Gridor Construction Inc 3990 27th St SE, Buffalo, MN, 55313 Engineers & Architects CONTRACTOR'S REQUEST FOR PAYMENT OTSEGO EAST WASTEWATER TREATMENT FACILITY BRA FILE NO. 000503 - 04108 -0 SUMMARY 1 Original Contract Amount $ 9,195,300.00 2 Change Order - Addition $ 42,732.00 3 Change Order - Deduction $ 0.00 . 4 Revised Contract Amount $ 9,238,032.00 5 Value Completed to Date $ 8,540,626.00 6 Material on Hand $ 180,191.00 7 Amount Earned $ 8,720,817.00 8 Less Retainage 0% $ 0.00 9 Subtotal $ 8,720,817.00 10 Less Amount Paid Previously $ 8,490,244.00 11 Liquidated damages - $ 0.00 12 AMOUNT DUE THIS REQUEST FOR PAYMENT NO. 17 $ 230,573.00 Recommended for Approval by: BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. L t / Approved y Contractor: Approved by Owner: GRIDOR CONSTRUCTION INC CITY OF OTSEGO See attached for signature Specified Contract Completion Date: Date: June 16, 2005 50304108REQ17.xis APPLICA N AND CERTIFICATE OF PAYMENT TO: City of Otsego PROJECT: WTF Phase 3 Expansion APPLICATION NO.: 17 Distribution to: B.R.A.A Otsego, MN PERIOD:Through July 25, 2006 Mike Robertson JOB NO.: 2005 -02 FROM: Gridor Constr., Inc. 3990 27th Street SE Buffalo, MN 55313 APPLICATION FOR PAYMENT The undersigned Contractor certifies that to the best of the Contractor's knowledge, information and belief the Work covered by this application for Payments has been completed in accordance with the Contract Documents, that 1.ORIGINAL CONTRACT SUM $9,195,300 all amounts have been paid by the Contractor for Work for which previous 2.Net change by Change Orders $42,732 Certificates for Payment were issued and payments received from the Owner, 3.CONTRACT SUM TO DATE (line 1 +1- 2) $9,238,032 and that current payment shown herein is now due. 4.TOTAL COMPLETED & STORED TO DATE $8,720,817 (column G on G703) CONTRACTOR: Gridor Constr., Inc. 5.RETAINAGE: Note: Securities in Lieu of Retainage a. 0 % of Completed Work 0 –. (columns D + E on G703) 1 b. 0 % of Stored Material B -- Date: � c: �� (columns D + E on G703) 0 Total retainage (Line 5a + 5b or Total in columns I on G703) $0 6.TOTAL EARNED LESS RETAINAGE $8,720,817 7.LESS PREVIOUS CERTIFICATES FOR PAYMENT (Line 6 from prior Certificate) $8,490,244 CERTIFICATE FOR PAYMENT 8.CURRENT PAYMENT DUE I $230,5731 9.BALANCE TO FINISH, INCLUDING RETAINAGE AMOUNT CERTIFIED (Line 3 less Line 6) $517,215 CERTIFIED BY: ENGINEER By: Date: City of Otsego WTF - Phase 3 Expansion Gridor Constr., Inc. Pay Application #17 B C D E F 0 H I Item Scheduled Work Co Material Total Percent Balance No. DescriptIon of Work Value From Previous This Period Presently Stored Competed Completed To Application (Not In D or E) and Mond (OIC) Finish Percent Amount To Data (C•D) a �t j r •'n, FgnS '" a ` gFa f 4 .r s. tafrB �b,� �"` EKES ,,,�..f B tE R.. �.... x � t ':!. r t s s ' Lb:J:..::„...,«, .o..,LW. ..sue :,:S:s H:• kv^ - z a a ' -� ,.,a""a .t �a:i *� F�' 4 let " i '`F� - f'' ,B13 a m. 1.001 Mobilization Insurance a Bonds $236500 8238500 - -- $236,500 100.0% $0 Subtotal for Mobilization Insurance, Bonds $238500 8236,500 - -- $236501 100.0% SO ,�11 aR ;' - M `� �S'1 Stu? s e ., -T , aa 2.001 Layout/ Surveykg - ., �, x. rs° � :.?� - �� , >��. ��• ��, �� N �f� � � � d#ai�3 �° R '. �. $4.560 4,560 - -- $4,560 100.0% $0 2.002 Earthwork 8175,60 114,142 20.00% • 835,121- $149,263 85.0% $26,340 2.003 Demo-. Control Building $3,600 3,600 - -- $3,600 100.0% $0 2.004 Demo - Clarifiers 815.780 11,048 30.00% .$4.734 $ 100.0% $0 2.005 Demo • Oxidation Ditches 825,110 25,110 - -- $25,110 100.0% $0 2.006 Demo - Old UV Structure $ 4,750 - - -- 80 0.0% $4,750 2.007 Demo - Sludge Thickening Building $23,059 23,059 - -- $23,059 100.0% $0 2.008 Demo • Misc Structures Piping $4,800 4,320 - 5.00% 8240 - $4.560 95.0% $240 2.009 Excavation d Backfa. Selector Tank 855,795 50,217 - -5.00% •82,790- $53,007 95.0% $2,788 2.010 Excavation d Backfiti - Blower Building $65,022 61,771 . $61,771 95.0% $3,251 2.011 Excavation dBackOtt - OxidationDitches $230,73 214,582 5.00% • 811,537 98.0% 2.012 Excavation 6 Backee - Final Clarifiers $249, 2 8 9 00.0 h $4,64 $149,238 141,777 5.00% $7;481.- $149238 100.0% 80 2.013 Excavation & BackfI - UV Building $58,159 55,251 5:00% 2.014 Excavation 3Backl9I- MiscStructures $5,515- $55.153 100.0% $0 49,838 10.00% $5,515- $55,153 100.0% $0 2.015 Testing $21,000 21,000 - -- $21,000 100.0% $0 2.016 8255.820 255,820 -_- $255.820 100.0% $0 2.017 Erosion Control $28,150 28,150 - -- 828,150 100.0% $0 2.018 Site Piping - Labor $491,90 482,087 - -- $482,067 98.0% $9.838 2.019 Site Piping - Material $704,939 820,347 -_ $83,778 $704,12 99.9% $814 2.020 Gravel Road $105,804 $0 0.0% $105,804 2.021 Side Waits $18,615 - - -- $0 0.0% $18,615 2.022 Landscaping $ 99,870 - - -- $0 0.0% $99,870 2.023 Chain Link Fence $45,997 $0 0.0% $45.997 Subtotal tor Division 2 $2,643,462 52,166,457.0 e - $70,306 883,778 82,320,541 87.78% 8322,921 Check $2,320,541 check 2 166 457.00 t...._.n:......,. _.r.....?.,,a:_ .m,...,,K t.aE+._,_.,,. .k.:. -u _..., r 2 . Aa,.„_ _aa- m.fl,^, ' - s «� ., _,- ° �.. ......,._ Asa w .? ?olive ai> Y "w,...� 3.001 Concrete - Selector Tank � �� -� _ . � , n ,„,.,, �e �,� $51,900 51,900 - -- 851.900 100.0% $0 3.002 Concrete - Blower Building $93,600 93,800 -_- $93.600 100.0% $0 3.003 Concrete- Oxidation Diches $1,390,001 1,390,000 0 ,004 Concrete - Carifiere $1,390,001 100.0% $0 • 3 11 285,800 - -- MIIIIIEME 100.0% $0 3.005 Concrete • UV Building 856,400 56,400 . .. 11 100.0% $0 3.006 Concrete - MiscStructures $83,320 81,420 3.00% $1,900- 11111.1112g22 100.0% $0 7/28/2006 1 Of 5 Pay Application 17.,ds City of Otsego WTF - Phase 3 Expansion Gridor Constr., Inc. Pay Application #17 B C 0 E F 0 11 1 Item Scheduled Work Complete Material Total Percent Balance No. Description of Work Value From Previous This Period Presently Stored Completed Completed To Application (Not In 0 or E) and Stored (GIC) Finish Percent Amount To Date (C-0) (D+E+F) 3.007 Pre -Cast Concrete - UV $5,239 5,239 $5,239 100.0% $0 3408 Pre -Cast Concrete - Bkwer $9,897 9,897 $9,897 100.0% $0 3.009 Rebar- Selector Tank $18,020 18,020 $18,020 100.0% $0 3.010 Rebar - Blower Building $31,800 31,800 $31,800 100.0% $0 3.011 Rebar - Oxidation Ditches $470,640 470,840 $470,640 100.0% $0 3.012 Rebar - Clarifiers $84,800 84,800 $84,800 100.0% $0 3.013 Rebar - UV Building 814,840 14,840 $14,840 100.0% $0 3.014 Rebar - Misc Structures $24,840 24,840 $24,840 100.0°/ $0 Subtotal for Division 82,581,096 82,579,196.00 81,900 80 $2,581,096 100.00% $0 Check $2,581,096 check 2 579 196.00 r x '.� � �F � ; a . � . , fir d y- .: ` x' ''a' a •��s . a"f '"asses::: :' w - �' m r_.; F r e .;iv.:; y q:Kii , t.. � :. �� :_- �:i �.'� � R�Ng , 3e .�.. .a,- a 4.001 Masonry - UVBuiding $10,540 10,540 $10,540 100.0% $0 4.002 Masonry - Blower Building 812,790 1 $12,790 100.0% $0 Subtotal for Division 4 823,330 823,330.00 80 $0 $23,330 100.00% SO Check 823,330 check 23 330.00 t' 9 ay' � s • �✓+ ,$$:.. ."'. .,, ''';' : .t m `C , i , L k F. .... s, xis ,.'' u.�.a u �.,, �n >aW .w:. - _ . - ,..�+ �e.�.aa..m.�.. � aLv u r � ...�_.u a . .. . _ � ,_. �.,a..� v 5,001 Misc MetalsMandra0 - Material $155,825 98,812 38.00% $59,213 8155,825 100.0% $0 5.002Misc Metals -Labor $52,156 50,592 3.00% 81,564 $52,156 100.0% 80 Subtotal for Division 5 $207,981 $147,204.00 560,777 50 $207,981 100.00 $0 Check $207,981 check 147 04.00 .dd»..,.n.. '. w >a =,. t " :zr ., _ ',..,,.:::i ,.. ,'�`�'c»,_ . ..,IS,1:,.':, .fir, h L1� ., ,. " ✓,:: �,' • ,., . »»: '�..akN' ...,.;` '1w4 t.vtt€ 3RRd ;� 6.001 Wood Trusses $8,440 8,440 $8,440 100.0% $0 6.002 Plastic Fabrications $45,940 45,940 845,94. 100.0% 80 6.003 FRP Covers $201,680 100,840 885,556 8186,396 92.4% 815,284 Subtotal for Division 5256,060 $155,220.00 50 585,556, 5240,776 94.03% 515,284 Check $240,776 check 155 220.00 a5 ,. ua ......a_aw...,. a Fcl � «_z4es,�_ :...!.:2;:,:'''' z ' : 1' .V.: yea .ac. .>. .«w r. n e, m..» e.xsn� mow a ....a�s ,,z «...' A .n w �_ffii"6 w�1ex�6A - 3hs . $ , , h 7.001 Membrane Waterproofing $8,269 8,289 $8,269 100.0% $0 7.002 BitUmn $4,240 4,240 $4,240 100.0% $0 7.003 $3,863 3,883 53,863 100.0% $0 7.004 Aspha *Shbgles $10,540 10,540 $10,540 100.0% $0 7.005 Sheet Metal/Siding/Flashing $38,350 38,350 $38,350 100.0% $0 7.006 Joint Sealants 55,594 4,198 25.00% 51,398 55,594 100.0% $0 Subtotal for Division 7 570,856 $69,458.00 81,398 50 $70,856 100.00% 50 Check 870.856 check 869,458.00 7128/2006 2 of 5 Pay Applice5on 17.ars City of Otsego WTF • Phase 3 Expansion Gridor Constr., Inc. Pay Application 817 B C D E F 0 H I Item Scheduled Work Completed Material Total Percent Balance Na Desolation of Work Value From Previous This Period Presently Stored Completed Completed To AppUeetlon (Not In D or E) and Stored (O/C) Finish Percent Amount To Dab FA) i rF s • W ; r ,, r.: a Yt ' ., ' s "' a n r'; E�`e . "kY .ode. °an te"..,»_ x.rwu ax. _� - 5. , -�,. 3..:R.z.m E »` d ..., ��€,k azai+suu7�. , r- . . . . � aw§3s'.s��.,, wva4 "`z` «.: 1x_ i,.. - ».s , s3 is'� �m 8.001 Metal Doors and Frames $4,103 1,028 - ! 75.00% - '} $3,077 $4,103 100.0% $0 8.002 FRP Doors and Frames $3,868 3,888 $3,868 100.0% $0 8.003 Access Doors $15,230 15,230 $15,230 100.0% $0 8 Aluminum Windows $13,315 13,315 $13,315 100.0% $0 8.005 Finish Hardware $4,335 j 50.00% $2168 $2,168 50.0% $2,167 Subtotelfor Division8 840,851 $33,439.0 85,245 $0 $38,684 94.70% $2,167 Check $38,684 check 33 439.00 9.001 Gypsum Drywall $2,050 $0 0.0% $2.050 9 Acoustical Treatment $680 $0 0.0% $680 9.003 Fluid Applied Waterproofing $37,000 50.00% $18,500 $18,500 50.0% $18,500 9.004 Concrete Floor Sealer $2 $0 0.0% $2,600 9.005 Painting $89,800 82,880 10.00% $8,980 $71,840 80.0% 817.960 Subtotal tor Division 9 $132,130 862,860.00 827,480 80 890,340 68.37% 841,790 Check $90,340 check 62 860.00 ....L. . 2 ,, _ .. ,!�.'€.. .f :,... 'y' e , ' , , � �� ( r � a �: � ,_v �, � ,o e.,, _. .�w..�.� .. .. r% & ._e+ .«, >,. �a.,., s��s. c r �?l,. ��< ,_ ,. ,., aaLS,,,"w #mm: �.r ��a,�s� � � °" h �?�!a 10.001 LouversNents $800 800 $800 100.0% $0 10.002 Fire Protection $500 100.00% $500 $500 100.0% Subtotal for Division 10 $1,300 $800.00 9500 90 $1,300 100.00 $0 Check $1,300 check 800.00 , ems 14 . u , 1,.v ^: s t _..: % ..: " .. I „ , 7 , ._ ,.�. $e+»k .. - - k . ... ' ., x .. 'S �3�4 A .� .Y i ,, a,; .. .- b , ,•;,:; : , ._ ;'f.if r., �.`r .. _ & ,.. 11,001 UV Disinfection 8162,400 182,400 8162,400 100.0% $0 11.002 Final Clarifiers $193,700 193,700 $193,700 100.0% $0 11.003 Centrifugal Non -Clog Pumps $69,267 89,287 $69,267 100.0% $0 11.004 Submersible Centrifiugal Pumps $39,815 23,889 40.00% 815,926 $39,815 100.0% $0 11.005 Progressive Cavity Pumps 841,300 100.00% 841,300 $41,300 100.0% $0 11.006 Gravity Bell Thickener $78,730 70,857 5.00% $3,937 $74,794 95.0% $3,936 11 ,007 Positive Displacement Blowers $136,400 136,400 8136,400 700.0% $0 11.008 Fine Bubble Diffusers $6,300 100.00% 86,300 $6,300 100.0% $0 11.009 Sludge Tank Fine Bubble Aeration System 869,800 34,900 45.00% $31,410 $66,310 95.0% $3,490 11.010 Mechanical Aerators $94,252 94,252 $94,252 100.0% $0 11.011 Submersible Tank Meters $260,250 247,238 5.00% $13.012 8260,250 100.0% $0 11.012 Saftey Equipment 87,042 $0 0.0% $7,042 Subtotal for Division 11 91,159,256 81,032,903.00 $111,885 50 61,144,788 98.7556 614,468 Check $1,144,788 check $1,032,903.00 7/28/2006 3 Of 5 Pay Appliceeon 17.xis City of Otsego WTF - Phase 3 Expansion Gridor Constr., Inc. Pay Application #17 S C D E F G H I Item Scheduled Work Com • feted Material Total Percent Balance No. Description of Work Value From Previous This Period Presently Stored Completed Completed To Application (Not In D or E) and Stored (G/C) Finish Percent Amount To Date (C-G) D+E +F F� ��: � �� a � r 12.001 Laboratory Furniture $ 6,895 - - -- 80 0.0% $6,895 12.002 Fumiture $9,390 - $0 0.0% $9,390 Subtotal for Division 12 _ - - � - - - -_ - - - - - -- _ - -- - -- 516,285 50.00 _ $O 50 50 0.00% 516.285 Check $0 heck 0.00 .. 'sr , ` , r Y g fi - � t y^ti .,, ' > £ x `8 _.: ,.. "3 .�, �i ., , s.� � x'3 <: r �'a M o- � t ,� ..f.� ' , '� . �,� .3su� ' _c� w � .,, , �, �'t�a � � , -� 1'' € 'ate � �� :::ter r ;. 15.001 Process Pipe - Material 5105,65 95,087 10.00% $10,56 $105,652 100,0% $0 15.002 Process Vaves- Material 554,321 54,321 - -- $54,321 100.0% $0 15.003 Process Pipe - Labor 566,550 83,223 5.00% $3,327 Process Valves - Labor $ 100.0 % $0 15.004 $5,610 5,050 9.99% $560 100.0% Mist PIPin9 $5,610 100.0 /o $0 15.005 $10,460 7,322 - -- $7,322 70.0% $3,138 15.006 Side/SliceGates 593,960 93,980 - -- $93,960 100.0% 50 15.007 Prye Insulation $11,550 10,973 5.00% $0 15.008 Plumbing $65,900 $11,550 100.0 ° / 565,900 81,287 5.00% . 83,295- $64,582 98.0% $1,318 15.009 HVAC 535,890 34098 3.00% $1,077 _ - -- _ $35,175 98.0% 5715 Subtotal for Division 15 5449.893 E425,321.01 - --- 519401 $0 $444.722 98.85% 55,171 Check 5444,722 check 25 321.00 �. z „.,.i - ` :te ''T ' c `' ,` :,.' 7' � mar :'...7'::.1.:::'-'..v .? . ._ d..0� •° .,� 1 � � � .... :_ .:v,:��e� � s, R F,` �� aw � � x. wY, �.;. gal � , '�C, � ,� 3 .e «� ; �* 2 '' ' ' 16.001 General Conditions- Temp. Demo & Permit $66,400 88,400 - -- $66,400 100.0% $0 16.002 Light Fixtures & BCW 529,200 28,818 - -- $28,616 98.0% $584 16.001 Site Li $25,800 - -- $10,857 $10,857 42.1% $14,943 16.002 ASC - Control Panels $133,400 133,400 - -- $133,400 100.0% $0 16.001 Analytical & Pressure Devices 524,450 24,450 - -- $24.450 100.0% $0 16.002 Computer Hardware, Fiber Optics $ 16,000 - - -- $0 0.0% $16,000 16.003 Labor- Confiughxation, Programming 8130,000 58,500 20.00% 526,000 884,500 65.0% 545,500 16.004 Control Room Feeders $47,200 47,200 16.005 Control Room Demo,BCW, Devices $4 100.0% 80 841,000 13,530 67.00% $27,470- $411 ,000 100.0 % 50 16406 Telephone/Fiber $10,100 10,100 - -- $10,100 100.0% $0 16.007 Clarifiers & Conversion of Exist Clarifiers $52,500 52,500 - -- 552,500 100.0% $0 16.008 0xidation Ditch & Sludge Holding Tanks $118,70. 115,139 3.00% $3,561 ��9 5118,700 100.0% $0 16.009 UV 539,600 39,800 - -- $39,600 100.0% $0 16.010 Blower Building 557,800 57,800 - -- $57.800 100.0% $0 16.011 Selector Tank $28,400- 50.00% 514,200 514,200 50.0% 814.200 16. 012 Edging Sludge Thickener &uidirg MOM 81,055 - -- 95.0% $3,245 16.013 Li@ Stations 533,100 24,825 25.00% $8,275 $33,100 100.0% 50 16.014 Generator 8192,001 192,000 - -- 5192,000 100.0% 50 16.015 XFMRS/PanelslDisconnectsIControt Slat =KM 38,889 15.00% $6,861 545,750 100.0% $0 16.016 Swit hgear /ATSIMotor Control Cents 5220. r r r 220,000 - - 5220,000 100.0% 80 !Subtotal for Division 16 51,376,300 $1,184,604. ■ . - $86,367 510,85711.11Marn 93.14% $94,472 Check 51,281,828 check 81,184,604.00 712812006 4of5 Pay Application 17 .x16 City of Otsego WTF • Phase 3 Expansion Gridor Constr., Inc. Pay Application #17 B C D E F Item G H I Scheduled Wont Completed Material Total Percent Balance No, Descrlption of Work Value From Previous This Period Presently Stored Completed Completed To Application (Not In D or E) and Stored (G/C) FInNh Percent Amount To Date (C-G) .E iF RTU Panel Modifications ., a -n ._ •: � 17.001 572,596 6 12,598 17.002 UV System Modifications $12,596 100.0% $p 81,770 1,770 81,770 100.0% % 17.003 Unforseen Conditions at Outlafi Line $14,852 14,852 $0 17,004 DialerSoflware 814,852 100.0% $0 $3,646 3,848 $3,646 100.0% $0 17.005 Wedeco Credit 420,001 -20,000 17.006 Relocate Primary Power (Xcel) $3,920 3,920 $20,000 100.0% $p $3,920 100.0% 17.007 MLSS Lift Station Credit - $8,236 -8,299 $0 Subtotal e Order -88,236 100.0% 50 for Chan 88,548 88,548.0. 80 $0 88,548 100.00 EO Check $8,548 x ' check 8 548.00 ' .,.x.,. �':.s ''',,• . ..f ... ..z ,s . ,,, - Sr ,.. ,,.,14. :.-- . «,wc '.tee z ' . r tp r . s " < ' :4 , ,' .. ,. .` ; a . �e 18,001 Transformer Relocation $4,167 4,187 ' �'' 18.002 Additional Plantings at Berm $4,657 $4,167 100.0% 57 18.003 Conduit for Furture Mixers $0 0.0% $4,657 18,004 Aluminum Gra tingatpostAeration $6,823 8,823 $6, 100.0% $0 $12,371 12,371 ®5 FRP Framing at UV Disinfection $1,500 1,500 $12,371 100.0% $p $1,500 100.0% $0 *teetotaller Change Order 02 $29,518 824,861.00 50 80 $24,861 84.22% 84,657 Check $24,861 check . P 4 861 t r r 1 ;..„ . , 7 „a i �' i . F :'sue ,', g ' s €t i ..ro z.' i�� - �.n�' .. .�mau� .- , .F $, ' '4� � x xr fish ��d�� k �+ � 1 7 � �* � t y ,� ,,. .. 19.001 Grading at West Treatment Plant $4,868 4,888 � � � - � � r � $4.666 100.0 % $0 Subtotal for Change Order 83 $4,666 54,668.00 $0 50 84,666 100.00% S0 Check 84.666 check $4,666.00 Grand Total 89,238,032 $8,155,367 5385,259 8180,191 8,720,817 94.40% 8517,215 8180,191 8,720,817 7/28/2006 5 of 5 Pay Application 17.x16 Otsego WTF Facility - Phase 3 Expansion Glider Conan.. Inc. Stored Materials & EaulDment Summary 3999 27th s SE - BuBslo, MN 65313 Pay Req. No. 17 Period Ending: 7/25/2006 ,�:a� r,,a*_ �a' sa t�,''. "'' Utz. -�` c . F ��s`�:. '"rte: " - z - I A a 5� , Y� t i0. hilt Ig i ' - >" ; ,' r iz "e , ;: ^ ' ` 0. - St?rag!P � " � d " ' � .. .. , � Grand Totals $9,238,032 $1,938,960 $0 51,938,960 $1,604,083 $154,686 $1,758,769 $180,191 Mobilization, Insurance & Bonds 6238,500 Subtotal for Mobilization, Insurance & Bonds $236,500 ^F w N 2.001 Layout/ Surveying $4,560 2.002 Earthwork $175,603 2.003 Demo- Control Building 63,600 2.004 Demo - Clarifiers $15,780 2.005 Demo - Oxidation Ditches $25,110 2.006 Demo - Old UV Structure $4,750 2.007 Demo - Sludge Thickening Building $23,059 2.008 Demo - Misc Structures Piping 64.800 2.009 Excavation & Backfill • Selector Tank $55,795 2.010 Excavation & Backfill - Blower Building $65,022 2.011 Excavation & Backfill - Oxidation Ditches $230,733 2.012 Excavation & Backfill • Final Clarifiers $149,238 2.013 Excavation & Backfill - UV Building $58,159 2.014 Excavation & Backfill - Misc Structures $55,153 _ _ 2.015 Testing $21,000 2.016 Outfall Piping $255,820 2.017 Erosion Control $28,150 2.018 Site Piping - Labor $491,905 2.019 Site Piping • Material $704,939 6460,280 $460,280 $376,502 $376,502 $83,778 2.020 Gravel Road $105,804 2.021 Side Walks $18,615 2.022 Landscaping $99,870 2.023 Chain Link Fence $45,997 Subtotal for Division 2 $2,643,462 $460,280 $460,280 6376,502 $376,502 683,778 aT N...0 i' ..t„"SIEE n..:... ....r . t 'ors 8,`�`r °. `'ss €` t ' , a .._ _ `: ;n i +a =° 'k• ^" .:, � , . �.. , 5`_,.� S� .,av '�,,.� ;.� _ '@�* , o-:..ar�,.��` .+�.W.... ,3,� ` ,� s . -3...h �. s„� r, w.'� :: '� �. � � ia" .: , k.�%�i�' �a _" -,. , Y A��Y d v ?�.m �, w : w 3.001 Concrete - SebdorTank $51,900 _ _ - 3.002 Concrete - Blower Building $93,600 3.003 Concrete - OxidaionOiches • $1,390,000 $5,309 65,309 $5,309 $5,309 3.004 Concrete - Clarifiers $265,800 3.005 Concrete - UV Budding $56,400 3.006 Concrete • Mc Structures $63,320 3.007 Pre - Cast Concrete - UV $5,239 3.008 Pre- CastConcrete - Blower $9,897 3.009 Reba. - SelectorTank 618,020 3.010 Robot - Blower Building $31,800 3.011 Reba • Oxidation Ditches $470,640 $242,218 3.012 Reba/ • Clarifiers $84,800 $52,502 $252,5 $852,5 $242,216 0 2 $52,500 2 $52,502 $52,502 3.013 Rehr - UVBuilding $14,840 $10,245 $10,245 $10,245 $10,245 3.014 Reber- Msc Shuctres $24,840 $12,000 $12.000 812.000 $12,000 Subtotal for Division 3 $2,581,096 $322,272 $0 $0 $322,272 $322,272 $0 $322,272 3 �. a» " .�.' z .gip°- °'.c: _a. .;r` a., .. r z; .,t x= < .5ss„�1.� .i. 5 ol .,x. -,..» .�.. _ F R� �� 510, `ra.� ' ... ' ,.... ; >_ s"„a.S2 �..� _ r.,.. ... __ .K.._ us. �_ _ t�� <°z x�., 4 " � .�S S`'" .«�,. ,k m. t `". P uv"� n. � . � 4.007 Masonry. WBull�ng $10,540 .�.,- - _ .. r �,. � �_ , v_ �_.. .cx.� - , .._ 4.002 Masonry - Blower Building $12,790 - Subtotal for Division 4 $23,330 7/28/2006 Page 1 of 4 Pay Application 17.x1s Otsego WTF Facility - Phase 3 Expansion Grids ConeM., Inc. Stored Materials &Equipment Summary .......E BuRslo, YN 66917 Pay Req. No. 17 Period Ending: 7/25/2006 ' A "d : , $. . ':Y« E rk kR .:h) 4 !- P i� "4- § � .�. � � ` � � � �' � z � !�� A'o�in�{!f �i °Amouhl Retn�inln in ��,.. � � � r,:; x -� s �;. 4f7d.IF, �yF � orAB� • _ �, .. ` Sp �; e a '�� #x� � - E mss. a.w. ; d �r -r,„: � S �.a 4 �,,.� r ors„ „ , .,.,.-4,`V ,,„,,„ 5 hlsc Metalskiandrail • Material $155,825 $54,583 $54,583 $54,583 $54,583 5.002 Wise Metals - Labor $52,156 Subtotal for Division 5 $207,981 $54,583 $54,583 354,583 354,583 6.001 Wood Trusses $8,440 a f,, s ti c ` 6.002 Plastic Fabrications $45,940 6.003 FRP Covers $201,680 3174,427 $174,427 $88,871 Subtotal for Division 6 $256,060 $174,427 388,871 $85,556 $174,427 $88,871 _ 388,871 385,556 S 7.001 MembraneWaterproofmg^ �� -��°.« r,`+ $8,269 , 7.002 Bituminous Dampproofiri $4,240 - 7.003 Insulation $3,863 - - 7.004 Asphai Shingles $10,540 - - 7.005 Sheet Metal/Siding/Flashing $38,350 7.006 Joint Sealants $5,594 Subtotal for _Division 7 $70,856 ...ww.,s:,s.. ._t.<,H. E :: F3 tttt .a..�t ,�,xa ,... .Wk:`i' „..,.,,a„ �'.',. eh ,'""',T: y '; x3r;Kn 3`k° := t 2?; '".- v o 8.001 Metal Doors and Frames 34,103 va.. >.. ....•c"'. .a`" ^: �.y i €E - u.w.a,''a�'.� 4a s; "', 8.002 FRP Doors and Frames $3,868 8.003 Access Doors $15,230 37,991 8.004 Aluminum Windows $13,315 $8,089 $7,991 $7,991 $7,991 8.005 Finish Hardware $4.335 58,089 $8,089 $8,089 Subtotal for Division 8 $40,851 316,080 316,080 316,080 $16,080 f e ., "K.122. '..f .. .. ,EFRErggta` i - * Ear, °'" '-.. + ' ° k�*',�".IEIEv: z', . sea ;aos° a+tga Z S: z n ,� 9.001 Gypsum Drywall �eL.,.�z:.a .,ate- .,„x;'. -� '., . -..:z. .,_ .�, °,.... v.as ° ^ - `z-x . u- -��' '.y' - z °ta; r $2,050 9.002 Acoustical Treatment 3680 9.003 Fluid Appied Waterprootng 337.000 9.004 Conaete Floor Sealy $2,600 9.005 Painting 389.800 Subtotal for Division 9 _ 5132,130 10.001 Louv&oNents $800 ° is r . � , s , 10.002 Re Protection $500 Subtotal for _Division 10 $1,300 11.001 UV Disinfection 3162,400 - $105,000 - �..�. a:.. +r. ',..s . -R ;e.�. ,;;�a' � :+ r .a .�R n. - ,x -• , 11.002 Final Clarifiers 3193,700 3165,075 105,000 3105,000 $105,000 11.003 Centrifugal Non-Clog Pumps $69,267 $65,782 $165,075 $165,075 $165,075 11.004 Submersible CentdfmgalPumps $39,815 $33,614 865,782 $65,782 $65,782 11.005 ProgreseiwCavlyPumps $41,300 $33,614 $20,168 $13,446 $35,000 835,000 $33,614 835,000 $35,000 7/28/2006 Page 2 of 4 Pay Application 17.x16 Otsego WTF Facility - Phase 3 Expansion addo Con.tr,b�. Stored Materials & Eauloment Summary 7e00 :7r I G i BuH�b, YN 5° S313 Pay Req. No. 17 Period Ending: 7125/2006 -, . ' 1- A '° 4° : . - .:°,x0 . 40,°..±:,-.:4-° °,.:°,14 :qt .4,44: ..: ''''A4 44:4 ,,'" '031(;°4.7,-1. gia,,,‘,..4N v a,',',,,,,4'.: I�u n t Itt s e . . 11,006 Gravity Beg Thickener $78,730 - ' 11.007 Positive Displacement Blowers $136,400 _ 11.008 Fine Bubble Diffusers $6,300 $5,325 $5,325 $5,325 $5,325 11.009 Sludge Tank Fine Bubble Aeration System $69,800 558,575_ _ _ - $58,575 $29,288 $29,287 $58,575 - 11.010 Mechanical Aerators $94,252 590,000 590,000 590,000 590,000 11.011 Submersible Tank Mixers $260,250 $195,068 $195,068 $185,314 $9,754 $195,068 11.012 Saftey Equipment $7,042 Subtotal for Division 11 51,159,256 5753,439 , _ $753,439 $660,627 592,812 5753,439 "7'. " d" uZ- r - ° '. £ '� te, ,-- z :"' w a X� ,.e " .' �. �. ..s�, cx � a M §�, ui1" t' .,. +�, �, w��,'�s �:. ��' f��a�° A*��'Yv`� •• 5� "#' , g 7.'�s - 12.001 Laboratory Furniture � $6,895 -' -- ° • � ' ' ` 12.002 Furniture $9,390 Subtotal for Division 12 516,285 q $z ..,:: *,. *. 15.001 ProcecsPipe - Material 5105,652 545,502 �� $45,542 $38,211 $7,291 $45,502 15.002 ProcessValves - Material $54,321 531,137 $31,137 $31,137 $31,137 15.003 ProcessPipe - Labor 566,550 15.004 Process Valves - Labor $5,610 15.005 Miss Piping 510,460 15.006 Sfde/SWiceGates $93,960 $67,140 $67,140 $67,140 $67,140 15.007 Pipe insulation 511,550 15.008 Plumbing 565,900 15.009 HVAC $35,890 Subtotal for Division 15 $449,893 5143,779 5143,779 5136,488 57,291 5143,779 41, ,ma ' . �..,,z..i - ,�.. 7'fw 1 . t u t . .:4,, $.: & g: t 16.001 General Conditions Temp. Demo 8 Pern it $66,400 '%a-° s - u i . a` � ' " 16.002 Light Fixtures 8 BCW $29,200 16.001 Site Lighting 525,800 $14,100 $14,100 $3,243 53,243 $10,857 16.002 ASC - Control Panels $133,400 16.001 Analytical 8 Pressure Devices 524,450 16.002 Computer Hardware, Fiber Optics 516,000 16.003 Labor•Coniluguration, Programming 5130,000 16.004 Control Room Feeders 547,200 16.005 Control Room Demo,BCW, Devices $41,000 16.006 Telephone/Fiber $10,100 16.007 Clarifiers 8 Conversion of Exist Clarifiers $52,500 16.008 Oxidation Ditch 8 Sludge Holding Tanks 5118,700 16.009 UV Building $39,600 16.010 Blower Building 557,800 16.011 Selector Tank 528,400 16.012 Existing Sludge Thicd ener Building 564,900 16.013 lift Stations 533,100 16.014 Generator 5192,000 16.015 XFMRSIPanets/Disconnects/Control Stat $45,750 16.016 SwIWlgear /ATSMbbr Control Centers 5220,000 Subtotal tor Division 16 $1,376,300 $14,100 514,100 53,243 53,243 510,857 7/28/2006 Page 3 of 4 Pay Application 17.x1s Otsego WTF Facility - Phase 3 Expansion e�der�enea.,r� Stored Materials 8 Eauloment Summary sew 2N. sa..e SE Buffalo, MN 13 C 64.--"4116 Pay Req. No. 17 Period Ending: 7/25/2006 '� �.. «. -, a .<. �x -,. ,, a ¢.. g ,,, « , , ".. ", .,. ; .n „irk >, -.�•< .. ,,.. :.. , . . ca., T a':� � "z” .� 1� lfl ai n t 3a� qq y rf c..,, Y,, : a, ...1 ., :R ..6 La ..a , ,.,^i �r .., . V - � ,' ...... d .. K � a :•..�,<. .�, ^:...., t•, • . t :.�:. r � . tar er .� r'' 3 .o • ,..,�,�ra..,.,.r.. e.� 1'a. �:. °:: - �•lr�" "• .�� w�� ", ,..5 .�.r ' .;nm�.:€_ - '_, � "- ^�" "u: � ,, ;f, $�¢ INNIEBoaj :.T ,_ s � ... ,. n o� �' mi f ,K ` R7U Panel Modifications IIIIIMEMEI - - UV stem ndition ®i -- � � Un faraeen Conditions at a< OutaN Line � -- 111111111111EM Dialer Software Wedeco Credit - $20.000 -- 17.006 Relocate • ' Power Xce ®' -- - t *� Change Order #1 $8,648 SO -= 18.001 Transformer .�� i §�'r�� 'C " > d._ - ��z�ng�: �i'�*' �3�� Y. � � ' f ;' �� Relocation $4,167 rr rt �,, ci: fir$': w ' '�'t` . �' •, ; r „ ; n d� 18.002 Additional Plantings at Berm $4,657 18.003 Conduit for Furtere taxers $6,823 18.004 Aluminum Grating at Post Aeration $12,371 18.005 FRP Framing at UV Disinfection $1,500 Subtotal for Change Order #2 $29,518 $0 m , q J ` E?:." • : g am '. s �, °^ z�r °« ` i, ' arm st"F"*",� -: r ,.:k,..ta...RV.��t: t o °�3�'�: f��F�...x.� " 9r��>"': ". °,_ .�' ".. �L�.,<. '� �`<�3` i �` t< .,,,,. "4"N A': 19.001 Grading at West Facility $4,666 Subtotal for Change Order #3 $4,666 $0 Grand Totals $9,238,032 $1,938,960 $0 $1,938,960 $1,604,083 $154,686 $1,758,769 $180,191 7/28/2006 Page 4 of 4 Pay Application 17.x1s PROJECT PAYMENT STATUS OWNER CITY OF OTSEGO #REF! BRA FILE NO. 000503 - 04108 -0 CONTRACTOR GRIDOR CONSTRUCTION INC CHANGE ORDERS No. Date Description Amount 1 6/23/2005 This Change Order needs to provides for additional work on this project. See Change Order. $8,548.00 2 1/12/2006 This Change Order provides for additional work on this project. See Change Order. $29,518.00 3 4/28/2006 "Item 1. Provides for alterations to land along the South property line of the Otsego West Wastewater Treatment Facility to ensure that the South property line drains from east to west. Work includes excavation between the berm and the south fence, repla $4,666.00 Total Change Orders $42,732.00 PAYMENT SUMMARY No. From To Payment Retainage Completed 1 03/01 /2005 03/30/05 244,468.00 244,468.00 2 03/31/2005 04/26/05 654,495.00 898,963.00 3 04/27/2005 06/01/05 976,500.00 1,875,463.00 4 06/02/2005 06/25/05 966,705.00 2,842,168.00 5 06/26/2005 07/25/05 680,550.00 3,522,718.00 6 07/26/2005 08/25/05 837,342.00 4,360,060.00 7 08/26/2005 09/25/05 595,813.00 4,955,873.00 8 09/26/2005 10/25/05 836,378.00 5,792,251.00 9 10/26/2005 11/25/05 838,975.00 6,631,226.00 10 11/26/2005 12/25/05 474,785.00 7,106,011.00 11 12/26/2005 01/25/06 219,551.00 7,325,562.00 12 01/26/2006 02/25/06 385,883.00 7,711,445.00 13 02/26/2006 03/25/06 247,414.00 7,958,859.00 14 03/26/2006 04/25/06 168,318.00 8,127,177.00 15 04/26/2006 05/25/06 224,584.00 8,351,761.00 16 05/26/2006 06/25/06 138,483.00 8,490,244.00 17 06/26/2006 07/25/06 230,573.00 8,720,817.00 Material on Hand $180,191.00 Total Payment to Date $8,720,817.00 Original Contract $9,195,300.00 Retainage Pay No. 17 Change Orders $42,732.00 Total Amount Earned $8,720,817.00 _Revised Contract $9,238,032.00 50304108REQ17.xls ITEM 5 - PAY ESTIMATE #1 OWNER CITY OF OTSEGO CSAH 42 (Parrish Ave.) Reconstruction Improvement Project No. 06 -09 . st 4, 2006 Honorable Mayor & City Council Cit of Otsego 8899 Nashua Avenue NE Otsego, MN 55330 RE: CSAH 42 (Parrish Ave.) Reconstruction Contractor. Dresel Contracting, Inc. Contract Amount: $2,035,683.65 Award Date: June 27, 2006 Completion Date: June 1, 2007 Dear Honorable Mayor and Council Members: The following work has been completed on the above - referenced project by Dresel Contracting, Inc. BId Schedule "A" - Removals ITEM ESTIMATED CONTRACT UNIT USED TO NO. ITEM DESCRIPTION QUANTITY UNIT PRICE CONTRACT AMOUNT DATE . EXTENSION 1 MOBILIZATION 1 LS $43,500.00 $ 43,500.00 0.5 $ 21,750.00 2 CLEARING AND GRUBBING 6 EACH $220.00 $ 1,320.00 $ . 3 SALVAGE AND RE -PLANT TREE 6 EACH 5200.00 $ 1,200.00 4 $ 800.00 4 REMOVE CURB AND GUTTER 2,747 LF 51.25 $ 3,433.75 2,700 $ 3,375.00 5 REMOVE CONCRETE MEDIAN 5,324 SF 50.35 $ 1,863.40 5,324 $ 1,863.40 6 REMOVE CONCRETE HEADWALL STRUCTURE 1 EACH 525.00 $ 25.00 • 1 $ 25.00 7 SALVAGE CASTING AND CONDUIT PULL BOX 3 EACH $650.00 $ 1,950.00 $ - 8 REMOVE CMP CULVERTS 202 LF $6.00 $ 1,212.00 150 $ 900.00 9 REMOVE CATCH BASIN /MANHOLE STRUCTURE 6 EACH 5150.00 $ 900.00 6 $ 900.00 SAWING BITUMINOUS PAVEMENT FULL DEPTH 939 LF 52.00 $ 1,878.00 $ - REMOVE BITUMINOUS PVMT. (FULL DEPTH MILLING) 18,350 SY $1.05 $ 19,267.50 18,000 $ 18,900.00 12 RELOCATE MAILBOX SUPPORT 4 EACH $75.00 $ 300.00 2 $ 150.00 13 MAILBOX SUPPORT 4 EACH $75.00 $ 300.00 $ - 14 REMOVE RCP FES 11 EACH 550.00 $ 550.00 8 $ 400.00 15 REMOVE RCP STORM SEWER PIPE 675 LF 55.00 $ 3,375.00 602 $ 3,010.00 16 .SALVAGE SEWER CASTINGS 15 . EACH $45.00 $ 675.00 4 $ 180.00 Total Bid Schedule "A" $81,749.65 $ 29,613.40 Bid Schedule "B" - Streets ITEM ESTIMATED CONTRACT UNIT USED TO NO. ITEM DESCRIPTION QUANTITY UNIT PRICE CONTRACT AMOUNT DATE EXTENSION 17 TOPSOIL STRIPPING (P) 6,000 CY 53.75 $ 22,500.00 6,000 $ 22,500.00 18 COMMON EXCAVATION (P) 1 LS $115,000.00 $ 115,000.00 0.8 $ 92,000.00 19 SALVAGE MATERIAL TO STOCKPILE (SV) 19,500 CY 51.00 $ 19,500.00 7,500 $ 7,500.00 20 CONCRETE MODULAR BLOCK RETAINING WALL 1,700 SF 517.00 $ 28,900.00 700 $ 11,900.00 21 CLASS 5 AGGREAGATE BASE 24,000 TON 59.00 $ 216,000.00 $ . 22 Type SPWEB440E WEARING COURSE 4,700 TON $57.65 $ 270,955.00 $ . 23 Type SPNWC430B NON - WEARING COURSE 12,200 TON 550.55 $ 616,710.00 $ . 24 BITUMINOUS MATERIAL FOR TACK COAT 3,750 GAL 53.00, $ 11,250.00 $ . 25 BITUMINOUS CURB SPWEB440E 85 LF 515.00 $ 1,275.00 $ . 26 BITUMINOUS DRIVEWAY PVMT. (2.5" THICK) LV4 80 SY $41.00 $ 3,280.00 $ . 27 BITUMINOUS TRAIL 10 FEET WIDE LVWE45030B 700 TON 555.27 $ 38,689.00 $ - 28 4" CONCRETE SIDEWALK WITH GRANULAR BASE 600 SF 56.00 $ 3,600.00 $ . 29 4" CONCRETE MEDIAN WITH GRANULAR BASE 28,200 SF $3.00 $ 84,600.00 $ - 30 CONCRETE CURB AND GUTTER DESIGN B612 5,500 LF , $7.75 $ 42,625.00 $ . 1 CONCRETE CURB AND GUTTER DESIGN B616 12,700 LF $8.65 $ 109,855.00 $ - ,2 CONCRETE CURB AND GUTTER DESIGN PEDSTRIAN 300 LF 59.50 $ 2,850.00 $ . • 33 6" CONCRETE VALLEY GUTTER 450 SF $4.65 $ 2,092.50 $ - Y: 1MunicipaAAOTSEGO1370 1spectot370PE PE PAY ESTIMATE #1 OWNER CITY OF OTSEGO CSAH 42 (Parrish Ave.) Reconstruction Improvement Project No. 06 -09 d Schedule "B" - Streets - Street Continued ITEM ESTIMATED CONTRACT UNIT USED TO NO. ITEM DESCRIPTION QUANTITY UNIT PRICE CONTRACT AMOUNT DATE EXTENSION 34 6" CONCRETE DRIVEWAY APRON 240 SF $4.65 $ 1,116.00 $ - 35 TRAFFIC CONTROL 1 LS 511,000.00 $ 11,000.00 0.5 $ 5,500.00 35a ADDITIONAL SIGNAGE 0 SF $19.25 $ - 18.5 $ 356.13 36 TYPE III BARRICADES - TEMPORARY 22 EACH $300.00 $ 6,600.00 16 $ 4,800.00 37 TEMPORARY PAVEMENT MARKING 4" 36,000 LF $0.13 $ 4,680.00 $ - 38 REINSTALL SALVAGED SIGN 9 EACH $50.00 $ 450.00 $ - 39 F & I STREET NAME SIGN PANEL TYPE D 1 EACH $300.00 $ 300.00 $ - 40 F & 1 SIGN PANELS TYPE 1 SHEETING 70 SF $23.00 $ 1,610.00 $ - 41 F & I SIGN PANELS DG-3 SHEETING 600 SF 525.25 $ 15,150.00 $ - 42 PERMANENT TYPE III BARRICADES 5 EACH $255.00 $ 1,275.00 $ - 43 PAVEMENT MESSAGE (ARROW) - EPDXY 34 EACH 580.00 $ 2,720.00 $ - 44 PAVEMENT MESSAGE (ONLY) - EPDXY 34 EACH 5125.00 $ 4,250.00 $ - 45 4' SOLID LINE WHITE - EPDXY 8,550 LF 50.41 $ 3,505.50 $ - 46 4' DASHED LINE WHITE - EPDXY 2,100 LF $0.08 $ 168.00 $ - 47 4' SOLID LINE YELLOW- EPDXY 3,300 LF $0.47 $ 1,551.00 $ - 48 24" SOLID LINE YELLOW - EPDXY 1,000 LF 53.75 $ 3,750.00 $ - 49 24" STOP BAR WHITE - EPDXY 550 LF $5.10 $ 2,805.00 $ - 50 36" CROSSWALK BLOCK WHITE - EPDXY 85 EACH 570.00 $ 5,950.00 5 - 51 INLET PROTECTION 36 EACH $400.00 $ 14,400.00 $ - 52 SILT FENCE TYPE MACHINE SLICED 900 LF $2.00 $ 1,800.00 880 $ 1,760.00 53 SODDING 800 SY 55.00 $ 4,000.00 $ - 54 SEED MIXTURE TYPE 260 0.45 ACRE $1,100.00 $ 495.00 $ - 55 SEED MIXTURE TYPE 280 1.45 ACRE $1,000.00 $ 1,450.00 $ - _ 56 HYDRAULIC SOIL STABILIZER TYPE 5 OR 6 2.0 TON $1,650.00 $ 3,300.00 $ - Total Bid Schedule "B" $ 1.682,007.00 $ 146,316.13 Bid Schedule "C" - Storm Sewer ITEM ESTIMATED CONTRACT UNIT USED TO NO. ITEM DESCRIPTION QUANTITY UNIT PRICE CONTRACT AMOUNT DATE EXTENSION 57 CONNECT TO EXISTING STORM SEWER MANHOLE 4 EACH $500.00 $ 2,000.00 $ - 58 CONNECT TO EXISTING STORM SEWER 1 EACH $650.00 $ 650.00 1 $ 650.00 59 15" RC APRON /FES . 2 EACH $500.00 $ 1,000.00 1 $ 500.00 80 24" RC APRON/FES WITH TRASH GUARD 1 EACH $1,400.00 $ 1,400.00 $ - 61 33" RC PIPE APRON WITH TRASH GUARD 1 EACH 52,000.00 $ 2,000.00 1 $ 2,000.00 62 36" RC PIPE APRON WITH TRASH GUARD 3 EACH 52,400.00 $ 7,200.00 3 $ 7,200.00 63 15" RC PIPE SEWER DESIGN 3006 CL V 730 LF $22.00 $ 16,060.00 107 $ 2,354.00 64 18" RC PIPE SEWER DESIGN 3008 CL 01 551 LF 524.00 S 13,224.00 249 $ 5,976.00 65 21" RC PIPE SEWER DESIGN 3006 CL III 892 LF $33.00 $ 29,436.00 51 $ 1,683.00 66 24" RC PIPE SEWER DESIGN 3006 CL 111 41 LF $40.00 $ 1,640.00 $ - 67 27" RC PIPE SEWER DESIGN 3006 CL III 380 LF $42.00 $ 15,960.00 $ - 68 33" RC PIPE SEWER DESIGN 3006 CL III 338 LF $54.00 $ 18,252.00 72 $ 3,888.00 69 36" RC PIPE SEWER DESIGN 3006 CL 111 710 LF $62.00 $ 44,020.00 331 $ 20,522.00 70 CONSTRUCT DRAINAGE STRUCTURE 24 "X36" 6 EACH $1,200.00 $ 7,200.00 $ - 71 CONSTRUCT DRAINAGE 27" STRUCTURE 1 EACH 51,200.00 $ 1,200.00 1 $ 1,200.00 72 CONSTRUCT DRAINAGE 48" STRUCTURE DESIGN 4020 19 EACH $1,525.00 $ 28,975.00 2 $ 3,050.00 73 CONSTRUCT DRAINAGE 54" STRUCTURE DESIGN 4020 4 EACH $2,000.00 $ 8,000.00 1 $ 2,000.00 74 CONSTRUCT DRAINAGE 80' STRUCTURE DESIGN 4020 6 EACH $2,150.00 $ 12,900.00 5 $ 10,750.00 75 CONSTRUCT DRAINAGE 72" STRUCTURE DESIGN 4020 2 EACH $2,300.00 $ 4,800.00 $ - 76 CONSTRUCT DRAINAGE 84" STRUCTURE DESIGN 4020 1 EACH $3,000.00 $ 3,000.00 1 S 3,000.00 77 OUTLET SKIMMER STRUCTURE 1 EACH $3,250.00 $ 3,250.00 1 $ 3,250.00 77A RANDOM RIPRAP CLASS III 20 CY $85.00 $ 1,700.00 $ - Total Bid Schedule "C" $ 223,667.00 $ 68,023.0 YAMunicipanAOTSEGO 3701specbt370PE PE - 2 PAY ESTIMATE #1 OWNER CITY OF OTSEGO CSAH 42 (Parrish Ave.) Reconstruction Improvement Project No. 06 -09 Bid Schedule "D" - Watermain ITEM ESTIMATED CONTRACT UNIT USED TO NO. ITEM DESCRIPTION QUANTITY UNIT PRICE CONTRACT AMOUNT DATE EXTENSION 78 SALVAGE HYDRANT AND VALVE ASSEMBLY 5 EACH $850.00 $ 4,250.00 2 $ 1,700.00 79 SALVAGE AND REINSTALL 8" PLUG 2 EACH $100.00 $ 200.00 $ . 80 CONNECT TO EXISTING WATERMAIN 1 LS $3,500.00 $ 3,500.00 $ - 81 6" DUCTILE IRON PIPE CL 52 45 LF $32.00 $ 1,440.00 $ - 82 8" DUCTILE IRON PIPE CL 52 62 LF $35.00 $ 2,170.00 $ - 83 12" DUCTILE IRON PIPE CL 52 75 LF $45.00 $ 3,375.00 $ - 84 DUCTILE IRON PIPE FITTINGS 830 LB $3.00 $ 2,490.00 $ - 85 HYDRANT EXTENSION 2 LF $400.00 $ 800.00 $ - 86 INSTALL SALVAGE HYDRANT AND VALVE ASSEMBLY 4 EACH 6500.00 $ 2,000.00 $ - 87 12" GATE VALVE AND BOX 1 EACH $2,000.00 $ 2,000.00 $ - 88 4" POLYSTYRENE INSULATION 256 SF 610.00 $ 2,560.00 $ - 89 ADJUST VALVE BOX 5 _ EACH $125.00 $ 625.00 $ - Total Bid Schedule "D" $ 25,410.00 $ 1,700,00 Bid Schedule "E" - Sanitary ITEM ESTIMATED CONTRACT UNIT USED TO NO. ITEM DESCRIPTION QUANTITY UNIT PRICE CONTRACT AMOUNT DATE EXTENSION 90 SALVAGE SANITARY CONE SECTION 9 EACH $100.00 $ 900.00 7 $ 700.00 91 REMOVE SANITARY BARREL SECTION 7 EACH $100.00 $ 700.00 5 $ 500.00 92 CONNECT TO EXISTING SANITARY SEWER 2 EACH $1,200.00 $ 2,400.00 $ - 93 CONNECT TO EXISTING SANTARY MANHOLE 1 EACH $1,500.00 $ 1,500.00 $ - 94 8" PVC (SDR 26) 20-22' DEEP 110 LF $45.00 $ 4,950.00 $ - 95 8" PLUG 3 EACH $100.00 $ 300.00 $ - 96 F &I SANITARY BARREL SECTION 15 LF $200.00 $ 3,000.00 16 $ 3,200.00 97 ADJUST SANITARY SEWER CASTING 8 EACH $200.00 $ 1,600.00 $ - Total Bid Schedule "E" $ 16,360.00 $ 4,400.00 Y: MunicipaRAOTSEGM3701epec bt370PE PE-3 PAY ESTIMATE #1 OWNER CITY OF OTSEGO CSAH 42 (Parrish Ave.) Reconstruction Improvement Project No. 06 -09 1 Schedule "F" - Field Office I ITEM ESTIMATED CONTRACT UNIT USED TO NO. ITEM DESCRIPTION QUANTITY UNIT PRICE CONTRACT AMOUNT DATE EXTENSION 98 FIELD OFFICE TYPE D 1 LS $7,500.00 $ 7,500.00 1 $ 7,500.00 Total Bid Schedule "F" $ 7,500.00 $ 7,500.00 SUMMARY OF BIDDING Bid Schedule "A" - Removals $ 81,749.65 Bid Schedule "B" - Streets $ 29,613.40 $ 1,682,007.00 $ 146,316.13 Bid Schedule "C" - Storm Sewer $ 223,667.00 Bid Schedule "D" - Watermain $ 68,023.00 $ 25,410.00 $ 1,700.00 Bid Schedule "E" - Sanitary $ 15,350.00 Bid Schedule "F" - Field Office $ 4,400.00 TOTAL $ 7,500.00 $ Total Work Completed to Date $ 250,062 53 LESS 5% RETAINAGE: $ 250,052.53 $ 12,502.63 WE RECOMMEND PAYMENT OF: $ 237,549.90 APPROVALS: CONTRACTOR: DRESEL CONTRIVING, INC. Certification by Contractor. I certify that all items and amounts are correct for the work completed to date. Signed: �`Yd le: P 6 Date C /5/0(cs ENGINEER: HAKANSON ANDERSON ASSOCIATES, INC. Certification gineer. W mm nd payment for work and quantities as shown. Signed: ir - 7...—..-.1 Title: (�'9 -y Date (1/04. OWNER: CITY OF OTSEGO Signed: Title: Date Y: UNunicipaRAOTSEG013704apecbt370PE PE - 4 PAY ESTIMATE #6 1 T E M s_ Es City CITY OF OTSEGO Street and Utility Improvements Quaday Avenue NE SP 217 - 107 -04 MN Project # STPX 8606 (062) City Improvement Project No. 04 -02 July 18, 2006 Honorable Mayor & City Council City of Otsego 8899 Nashua Avenue NE Otsego, MN 55330 RE: Quaday Avenue NE Contractor imperial Developers, Inc. Contract Amount $1,098,383.66 Award Date: June 15, 2005 Completion Date: June 16, 2006 Dear Council Members: The following work has been completed on the above - referenced project by Imperial Developers, Inc. (as of July 18,2006). Bid Schedule "A" ■ • Estimated . Used to Item Description Quantity Unit Price Contract Price Date Extension 1 MOBILIZATION 1 LS $31,200.00 $ 31,200.00 1 $ 31,200.00 2 FIELD OFFICE TYPE D 1 EACH $10,000.00 $ 10,000.00 1 $ 10,000.00 3 CLEARING AND GRUBBING 1 LS $2,000.00 $ 2,000.00 1 $ 2,000.00 4 REMOVE SEWER PIPE (STORM) 367 LF $8.00 $ 2,936.00 , 155 $ 1,240.00 5 REMOVE CURB AND GUTTER 250 LF $2.00 $ 500.00 250 $ 500.00 6 REMOVE PIPE CULVERTS 355 LF $6.00 $ 2,130.00 200 $ 1,200.00 7 REMOVE BITUMINOUS DRIVEWAYPAVEMENT 766 SY $2.00 $ 1,532.00 766 $ 1,532.00 _ R _ REMOVE RIPRAP 15 CY $10.00 $ 150.00 15 $ 150.00 REMOVE BITUMINOUS FLUME 1 EACH $250.00 $ 250.00 1 $ 250.00 .REMOVE SIGN 1 EACH $20.00 $ 20.00 2 $ 40.00 11 SAWING BIT PAVEMENT (FULL DEPTH) 240 LF $3.00 $ 720.00 370 $ 1,110.00 12 SALVAGE & REINSTALL CHAIN UNK FENCE 375 LF $12.60 $ 4,725.00 388 $ 4,888.80 13 SALVAGE & REINSTALL ELECTRIC FENCE 480 LF $6.30 $ 3,024.00 410 $ 2,583.00 14 SALVAGE SIGN 6 EACH $20.00 $ 120.00 $ - 15 SALVAGE CONCRETE APRON 2 EACH $100.00 $ 200.00 1 $ 100.00 16 COMMON EXCAVATION 87000 CY $2.38 $ 207,060.00 80000 $ 190,400.00 17 AGGREGATE BASE CLASS 5100% CRUSHED 11440 TON $11.97 $ 136,936.80 10482.73 , $ 125,478.28 18 MILL BITUMINOUS SURFACE (2") 410 SY $6.25 $ 2,562.50 410 $ 2,562.50 . 19 TYPE LV 4 WEARING COURSE MIXTURE (B) 3425 TON $34.60 $ 118,505.00 3329.97 $ 115,216.96 20 TYPE LV 2 NON WEARING COURSEMIXTURE (B) 4100 TON $31.00 $ 127,100.00 3575.2 $ 110,831.20 22 BITUMINOUS MATERIAL FOR TACK COAT 1100 GAL $1.55 $ 1,705.00 1153 $ 1,787.15 21 15" RC PIPE APRON 4 EACH $310.00 $ 1,240.00 4 $ 1,240.00 23 18" RC PIPE APRON 2 EACH $333.00 $ 666.00 2 $ 666.00 24 24" RC PIPE APRON W/ TRASH GUARD 1 EACH $660.00 $ 660.00 1 $ 660.00 25 30" RC PIPE APRON W /TRASH GUARD 4 EACH $895.00 $ 3,580.00 4 $ 3,580.00 26 INSTALL CULVERT MARKER 9 EACH $20.00 $ 180.00 12 $ 240.00 27 INSTALL CONCRETE APRON* 2 EACH $200.00 $ 400.00 1 $ 200.00 28 15' RC PIPE SEWER DES 3006 CL V 1391 LF $21.50 $ 29,906.50 1391 $ 29,906.50 29 18" RC PIPE SEWER DES 3006 CL ill 268 LF $23.00 $ 6,164.00 268 $ 6,164.00 30 21" RC PIPE SEWER DES3006 CL III 153 LF $26.25 $ 4,016.25 153 $ 4,016.25 31 24' RC PIPE SEWER DES 3006 CL III 59 LF $29.00 $ 1,711.00 59 $ 1,711.00 32 30" RC PIPE SEWER DES 3006 CL III 625 LF $39.00 $ 24,375.00 625 $ 24,375.00 8" PIPE PLUG 7 EACH $21.00 $ 147.00 7 $ 147.00 ot340PE6PAY ESTIMATE #6 PE -1 PAY ESTIMATE #6 City CITY OF OTSEGO Street and Utility Improvements Quaday Avenue NE SP 217 - 107 -04 MN Project # STPX 8606 (062) City Improvement Project No. 04 -02 Bid Schedule "A" - Continued Estimated Used to Item Description Quantity Unit Price Contract Price Date Extension 34 12" PIPE PLUG 1 EACH $73.00 $ 73.00 1 $ 73.00 35 CONNECT TO EXISTING STORM SEWER 6 EACH $700.00 $ 4,200.00 6 $ 4,200.00 36 CONNECT TO EXISTING SANITARY SEWER 4 EACH $900.00 $ 3,600.00 4 $ 3,600.00 37 8" PVC PIPE SEWER 310 LF $37.40 $ 11,594.00 310 $ 11,594.00 38 12" PVC PIPE SEWER 1821 LF $40.90 $ 74,478.90 1821 $ 74,478.90 39 CONNECT TO EXISTING WATER MAIN 4 EACH $900.00 $ 3,600.00 4 $ 3,600.00 40 INSTALL BUTTERFLY VALVE AND BOX 17 2 EACH $1,048.00 $ 2,096.00 3 $ 3,144.00 41 RELOCATE GATE VALVE 5 EACH $355.00 $ 1,775.00 2 $ 710.00 42 RELOCATE HYDRANT 5 EACH $628.00 $ 3,140.00 2 $ 1,256.00 43 ADJUST CURB BOX 5 EACH $200.00 $ 1,000.00 2 $ 400.00 44 GATE VALVE AND BOX 6" 3 EACH $685.00 $ 2,055.00 3 $ 2,055.00 45 HYDRANT 3 EACH $2,027.00 $ 6,081.00 3 $ 6,081.00 46 6" WATERMAIN DUCTILE IRON CL 52 65 LF $21.50 $ 1,397.50 52 $ 1,118.00 47 12" WATERMAIN DUCTILE IRON CL 52 1880 LF $31.25 $ 58,750.00 1944 $ 60,750.00 48 WATERMAIN FITTINGS 3256 LB $2.86 $ 9,312.16 5715 $ 16,344.90 49 CONST DRAINAGE STRUCTURE DES 27 -4020 2 EACH $745.00 $ 1,490.00 . 2 $ 1,490.00 50 CONST DRAINAGE STRUCTURE DES 48 -4020 9 EACH $1,308.00 $ 11,772.00 9 $ 11,772.00 51 CONST DRAINAGE STRUCTURE DES 54-4020 2 EACH $1,757.00 $ 3,514.00 2 $ 3,514.00 52 CONST DRAINAGE STRUCTURE DES e6 -4020 1 EACH $2,227.00 $ 2,227.00 1 $ 2,227.00 CONST DRAINAGE STRUCTURE 7 X 3' 7 EACH $989.00 $ 6,923.00 7 $ 6,923.00 INSTALL MANHOLE 9 EACH $2,286.00 $ 20,574.00 9 $ 20,574.00 55 CONST DRAINAGE STRUCTURE DESIGN SDEC 1 3 EACH $1,491.00 $ 4,473.00 3 $ 4,473.00 56 RECONSTRUCT DRAINAGE STRUCTURE 10 EACH $595.00 $ 5,950.00 11 $ 6,545.00 57 RECONSTRUCT SANITARY MANHOLES 19.8 LF $160.00 $ 3,168.00 19.8 $ 3,168.00 58 RANDOM RIPRAP CLASS III 64 CY $45.00 $ 2,880.00 64 $ 2,880.00 59 CONCRETE CURB & GUTTER DESGN 8618 8500 LF $8.05 $ 68,425.00 7868 $ 63,337.40 60 CONCRETE CURB & GUTTER DESGN B612 210 LF 512.35 $ 2,593.50 183 $ 2,260.05 61 6" CONCRETE DRIVEWAY PAVEMENT 18 SY $35.75 $ 643.50 25 $ 893.75 62 6" CONCRETE VALLEY GUTTER 720 SY 534.75 $ 25,020.00 593 $ 20,606.75 63 TRAFFIC CONTROL 1 LS 54,000.00 $ 4,000.00 0.5 $ 2,000.00 64 SIGN PANELS TYPE C 65 SF $23.00 $ 1,495.00 125.7 $ 2,891.10 65 INSTALL SIGN PANEL TYPE C" 6 EACH $84.00 $ 504.00 6 $ 504.00 66 PAVEMENT MESSAGE - EPDXY 2 EACH $155.00 $ 310.00 2 $ 310.00 67 PAVEMENT ARROW - EPDXY 2 EACH $105.00 $ 210.00 4 $ 420.00 68 4" DOUBLE SOLID LINE YELLOW - PAINT 4200 LF 50.32 $ 1,344.00 4021 $ 1,286.72 69 4" DOUBLE SOLID UNE YELLOW - EPDXY 4200 LF 50.35 $ 1,470.00 3685 $ 1,289.75 70 4" SOLID LINE WHITE -EPDXY 8500 LF 50.18 $ 1,530.00 7812 $ 1,406.16 71 CROSSWALK WHITE - EPDXY 3 EACH $440.00 $ 1,320.00 3 $ 1,320.00 72 12" STOP LINE WHITE -EPDXY 75 LF $3.75 $ 281.25 150 $ 562.50 73 BALE CHECK 50 EACH $13.35 $ 667.50 21 $ 280.35 74 SILT FENCE, TYPE MACHINE SLICED 2500 LF $2.40 $ 6,000.00 2457 $ 5,896.80 75 SEEDING TYPE LAWN RESTORATION 13 ACRE $200.00 $ 2,600.00 14.8 $ 2,960.00 ot34OPE6PAY ESTIMATE #6 PE - 2 PAY ESTIMATE #6 City CITY OF OTSEGO Street and Utility Improvements Quaday Avenue NE SP 217 - 107 -04 MN Project # STPX 8606 (062) City Improvement Project No. 04 -02 Bid Schedule "A" - Continued Estimated Used to Item Description Quantity Unit Price Contract Price Date Extension 76 SEED MIXTURE 60B 195 LB 83.14 $ 612.30 1375 $ 4,317.50 77 SODDING 1700 SY $2.70 $ 4,590.00 1000 $ 2,700.00 78 COMMERCIAL FERT ANALYSIS 10 -10-10 6500 LB $0.30 $ 1,950.00 5950 $ 1,785.00 79 HYDRAULIC SOIL STABILIZERS TYPE 6 16 TON $17.00 $ 272.00 $ 4.20 $ 71.40 Total Bid Schedule "A' , $ 1,098,383.66 $ 1,046,045.67 Bid Schedule "B" - Change Order *1 Estimated Used to Item Description Quantity Unit Price Contract Price Date Extension 80 Muck Excavation 8340 CY $3.63 $ 30,274.20 8340 $ 30,274.20 81 Wet tap watermain w/valves and boxes • 6 EACH . $2,295.00 $ 13,770.00 6 $ 13,770.00 82 4" Non Metallic Conduit 420 LF 86.00 $ 2,520.00 420 $ 2,520.00 Total Bid Schedule "B" $ 46,564.20 $ 46,56420 SUMMARY OF BIDDING Bid Schedule "A" Removals $ 1,098,383.66 $ 1,046,045.67 Bid Schedule "B" Change Order #1 $ 46,564.20 $ 46,56420 TOTAL $ 1,092,609.87 LESS 5% RETAINAGE: $ 54,630.49 PAY ESTIMATE #1 $ 179,345.28 PAY ESTIMATE #2 $ 408,704.11 LESS PAY ESTIMATE #3 $ 293,075.43 LESS PAY ESTIMATE #4 $ 43,627.14 LESS PAY ESTIMATE #5 $ 5,212.18 WE RECOMMEND PAYMENT OF $ 108,015.25 APPROVALS: CONTRACTOR: IMPERIAL DEVELOPERS, INC. Certification by ctor. I c ' that all items and amounts are correct for the work completed to date. Signed: Tide: Ne.14/46-2/4 Date 1 (AV o 4 ENGINEER HAKANSON ANDERSON ASSOCIATES, INC. Ce " Engi . le 7.------ mend payment for work and quantities as shown. Sign ale Title: _ ,• � i t,4 ( Data 4326 / be r .. OWNER: CITY OF OTSEGO Signed: Tom: Date ot340PE6PAY ESTIMATE #6 PE - 3 ITEM 5_9 Otsego Police Commission Minutes June 13, 2006 Present: Jeff Stimac, Jessica Stockamp, Edgar Pearsall, Tom Carter, Sandy Michaelson, Deputy Olson. Meeting called to order at 6:37 PM. Agenda was approved unanimously. Minutes from January's meeting were approved unanimously. Minutes from May's meting were approved unanimously. • OPEN FORUM Sandy M. will talk to Joel T. about setting up a MEADA booth at the Otsego Festival in September. City Council will be accepting the Police Commission minutes prior to their approval. The city's Speed Wagon is up and running. Follow-up on the locations it will be placed coming soon. Deputy Olson brought up some concerns with the wording in the city's Peddler's License. Jessica S. will follow up with the city attorney. OLD BUSINESS Mc Gruff Suit - -Edgar has not been able to get any information from the Servicemen's Clubs or the Eagles. - -Total cost for the suit is approximately $1700.00. - -Jeff S. will check with Holiday Station Stores about possible donations for the suit. Sheriffs Report —Nothing noteworthy at this time. MEADA - -There will be a meeting sometime in August to plan for the next event in September. NEW BUSINESS ID Tags - -This will be tabled until our next meeting. The issue will be brought up at the June 26 Council meeting. Council Meeting Reports May 22 -Edgar Some Council members like the fact that we share our information at the meetings. June 12 -Sandy Nothing noteworthy to report at this time. Council Meeting Assignments June 26 Edgar P. July 10 Jeff S. July 24 Tom C. Meting was adjourned at 7:42 PM Next scheduled meeting is on August 8, 2006 at 6:30 PM. ITEM 5_10 .� PAY ESTIMATE #6 CONTRACTOR CITY OF OTSEGO Improvement Project 05 -05 Mississippi Shores 6th and 7th Frontage Road Improvement August 4, 2006 Honorable Mayor & City Council City of Otsego 8899 Nashua Avenue NE Otsego, MN 55330 RE: Mississippi Shores 6th and 7th Frontage Road Improvement Contractor. S.R. Weidema Contract Amount: $702,497.75 Award Date: June 28. 2005 Completion Date: December 1, 2005 Dear Council Members: The following work has been completed on the above - referenced project by S.R. Weidema. Bid Schedule "A" - Removals Used to • Item Description Estimated Quanttty Unit Price Contract Price Date Extension 1 Remove Parking Lot Light 3 EACH $ 500.00 S 1,500.00 3 S 1,500.00 2 Salvage Godfathers Sign 1 LS $ 1,200.00 5 1,200.00 , 5 - 3 Saw Cut Pavement 280 LF 5 3.00 $ 780.00 260 5 780.00 4 Remove Bituminous 7,500 SY 5 1.85 $ 13,875.00 6275 $ 11.608,75 5 Remove Curb and Gutter 920 LF $ 2.25 $ 2,070.00 500 S 1,125.00 • 5a Remove & Patch Bob's Produce Curb 0 LS S 1,845.20 $ - 1 $ 1,845.20 5b Remove & Patch Godfathers Curb 0 LS 5 1,949.95 S - 1 $ 1,949.95 5c Remove & Replace Curb and Gutter 0 LF 5 27.35 $ - 44 $ 1.203.40 6 Remove Treatment Tanks 2 EACH S 1,800.00 5 3,600.00 2 ' $ 3,600.00 7 Remove CMP Culvert 505 LF S 10.00 S 5,050.00 505 5 5.050.00 8 Remove RCP F.E.S. 2 EACH $ 200.00 5 400.00 2 S 400.00 9 Salvage 24" RCP 24 LF 5 12.50 $ 300.00 24 5 300.00 10 Salvage Hydrant and Valve 1 EACH S 250.00 S 250.00 1 $ 250.00 11 Salvage and Reinstall Chainlink Fence 140 LF S 25.00 $ 3,500.00 S - 12 Landscape Tree/Shrub Removal 1 ' LS S 1,000.00 $ 1,000.00 1 S 1.000.00 Total Bid Schedule "A" S 33,525.00 $ 30,612.30 Bilk Schedule "B" - Sanitary Sever Used to Item Description Estimated Quantity Unl Price Contract Price Date Extension 1 Excavate West End of Sewer Crossing: CSAH 42 1 ' LS $ 2,740.00 5 2,740.00 1 $ 2.740.00 2 Connect Existing Manhole 2 EACH $ 1,800.00 5 3,600.00 2 $ 3.600.00 3 6" PVC SDR28 265 LF $ 48.00 S 12.720.00 180 S 7.880.00 4 8" PVC SDR28 70 LF S 50.00 $ 3.500.00 92 $ 4.800.00 5 12" PVC 18' -20' 1226 LF S 71.00 S 87.046.00 1226 $ 87.046.00 6 12" PVC 20' -22 656 LF $ 80.00 $ 52,480.00 501 S 40.080.00 7 6" x 6" PVC Service Wye 1 EACH $ 55.00 5 55.00 5 - 8 12' x 6" PVC Service - 3 EACH 150.00 450.00 1 150.00 9 Cr Plun 3 EACH $ 60.00 S 180.00 1 5 60.00 10 8" Plu, 2 EA H 70.00 140.00 2 140.00 11 12" Plug 3 EACH $ 105.00 $ 315.00 3 $ 315.00 12 Connect Eiusil • Business to Sant Service 1 EACH S 370.00 s 370.00 1 $ 370.00 13 Standard Manhole (0.109 8 EACH S 2.715.00 S 21,720.00 9 S 24,435.00 14 Extra Depth Manhole 80 LF $ 160.00 $ 12,800.00 75 $ 12,000.00 15 External Manhole Seals 8 EACH S 195.00 $ 1,560.00 $ _ 16 Televise Sanita Sewer 1882 LF 1.45 2 728.90 _ Total Bid Schedule "B ". S 202,404.90 S 183,216.00 ot380PE PE 1 PAY ESTIMATE #6 CONTRACTOR CITY OF OTSEGO Improvement Project 05 -05 Mississippi Shores 6th and 7th Frontage Road Improvement V e "C" - Watemmain Used to Item Description Estimated Quantity Unit Pries Contract Price Date Extension 1 Connect to Existing 16" x 12" Cross (CO 91) 2 EACH $ 250.00 $ - 1 - 2 8" DIP Class 52 249 LF 8 21.00 S 5,229.00 318 $ 6,636.00 3 12" DIP Class 52 1537 LF S 28.45 $ 43.727.65 1648 S 46,828.70 4 Watermain Fittings 4040 LB S 1.45 $ 5,858.00 4040 S 5,858.00 5 6" Gate Valve and Box 9 EACH 1 675.00 S 6,075.00 10 $ 6.750.00 6 12" Butterfly Valve 5 EACH $ 1,070.00 $ 5,350.00 5 S 5,350.00 7 Hydrant 5 EACH 1 2,100.00 $ 10,500.00 7 $ 14.700.00 8 Install Salvaged Hydrant 1 , EACH S 540.00 S 540.00 1 - 9 Connect Existina Business Water Service 1 EACH $ 275.00 $ 275.00 1 $ 275.00 10 Connect to Exbtlng Hydrant Stub (C001) 1 EACH $ 320.00 S i • $ - 11 4" Thick Insulation 120 • SF _ $ 3.25 $ 390.00 120 $ 390.00 Total Bid Schedule "C" $ 77,944.65 $ 66,767.70 Bid Schedule "0" - Storm Sewer Used to Item Description Estbnatsd Quantity UnI Price Contract Price Date Extension 1 Install Salvated 24' RCP • 24 LF. $ 18.00 $ 384.00 24 $ 384.00 2 Connect to Existing Storm Sewer Manhole 1 EACH $ 2,360.00 $ 2,360.00 1 8 2,360.00 3 12" RCP Class S (CO51) 139 LF $ 27.00 $ 3,753.00 163 $ 4,401.00 4 is- RCP Class 5 202 LF $ 27.60 $ 5,575.20 189 $ 5,216.40 5 24' RCP Class 5 1339 , LF $ 39.20 S 52,488.80 1369 S 53,884.80 6 27" Steel Casing - Jaddna 110 LF $ 175.00 S 19,250.00 124 $ 21,700.00 7 16' DIP 108 LF $ 57.00 $ 6,156.00 130 $ 7,410.00 8 27" Diameter Catch Basin (0.10 Depth) 1 EACH $ 605.00 S 605.00 1 $ 605.00 • 9 48' Diameter Manhole (0-10 Depth) 10 EACH 1 1,070.00 $ 10,700.00 10 $ 10.700.00 10 60" Diameter Manhole (0-10 Depth) 8 EACH $ 1.790.00 $ 14,320.00 8 S 14,320.00 . 11 84" Diameter Manhole (0-10 Depth) 1 EACH $ 3,860.00 $ 3,860.00 1 $ 3,880.00 12 Casting R3067 4. 11 EACH S 360.00 $ 3.980.00 11 $ 3,960.00 13 Casting R4342 • 3 EACH $ 220.00 $ 660.00 3 1 660.00 14 Casting R2502 -0 2 EACH S 290.00 S 580.00 2 $ 580.00 . 15 Casting R1733 4 EACH $ 255.00 8 1,020.00 4 $ 1,020.00 16 15" RCP Class 5 (CO 91) 100 LF $29.00 $ 2,900.00 115 $ 3,335.00 Total Bid Schedule "D" $ 126,572.00 $ 134,176.20 Bid Schedule "E" -Street Used to Item Description Estimated Quantlty Unit Price Contract Pries Date Extension 1 Mobilization 1 LS $ 19,500.00 S 19,500.00 1 $ 19,500.00 2 Common Excavation 1 LS S 10,665.00 1 10,665.00 1 S 10,665.00 3 Granular Borrow (Plan) 5520 CY $ 0.01 $ 55.20 5520 $ 55.20 4 Topsoil Bartow (Plan) 600 CY $ 12.00 $ 7,200.00 600 $ 7,200.00 5 Aggregate Base Class 5 100% Crushed 3270 TN 1 13.95 $ 45,618.50 3220 8 44.919.00 5 Bituminous Non -Wear Course LV3 1050 TN S 34,85 $ 36,382.50 1300 $ 45,045.00 7 Bituminous Wear Course LV4 775 TN $ 43.60 $ 33,790.00 715 $ 31,174.00 7a Hydrant Extension 0 EA $ 410.40 $ - 1 $ 410.40 8 Bituminous Material for Tads Coat 415 GAL $ 1.25 $ 518.75 _ 400 $ 500.00 ot36OPE PE-2 PAY ESTIMATE #6 CONTRACTOR CITY OF OTSEGO Improvement Project 05 -05 Mississippi Shores 6th and 7th Frontage Road Improvement Bid Schedule "E" • Street • Continued Used to Item Description Estimated Quantity Unit Price Contract Price Date Extension 9 Concrete Curb and Gutter 8818 3215 LF $ 8.55 $ 27,488.25 4395 $ 37,577.25 10 4' Concrete Walk with Granular Base 1460 SF S 4.00 $ 5,840.00 4053 $ 16,212.00 11 Traffic Control 1 LS S 7,500.00 S 7,500.00 1.05 S 7,875.00 12. Barricades Type III 31 EA $ 245.00 S 7,595.00 16 S 3,920.00 13 Signs 125 SF $ 23.00 S 2,875.00 $ 14 Pavement Marking 1 LS $ 9.984.00 $ 9,984.00 S - 15 Inlet Protection 17 EA S 240.00 S 4,080.00 17 $ 4,080.00 19 Seed Mulch and Fertilizer 0.65 AC $ 1,200.00 S 780.00 0.91 S 1.092.00 17 Sod 1500 SY S 3.00 S 4,500.00 1500 $ 4,500.00 16 Silt Fence 300 LF S 3.00 $ 900.00 S - 19 Reinstall Godfathers Sign 1 LS 5 4,000.00 S 4,000.00 _ S . • • Total Bid Schedule "E" S 229,270.20 S 234,724.85 Bid schedule "8 -1" - AIemate "A" CSAH 42 Crossing - Sanitary Correction Used to Item Description Estimated Quantity Unit Price Contract Price Date Extension 1 15" PVC Grade Correction 1 I LS $ 30,181.00 S 30,181.00 1 $ 30,161.00 . Total Bid Schedule "B-1" S 30,161.00 S 30,181 BidSchedule "8 -2" - Alternate "B" CSAH 42 Crossing - Sanitary Jacking • Used to • Rein Description Estimated Quantity Unit Price Contract Price Date Extension 1 27' Sleet Pipe Casino - Jackino 130 LF 5 250.00 $ - $ - I Connect to Existing Manhole 1 EA $ 2,030.00 $ - $ - 15" PVC SDR26 183 LF $ 22.00 $ - $ 4 Standard Manhole 0-10' 2 EA $ 2,650.00 S - S - 5 Extra Depth Manhole 20 LF S 155.00 S - S 8 External Manhole Seals 2 EA $ 180.00 $ - $ - 7 Plug Existing 15" Sewer Line 1 IS S 750.00 5 - $ 8 Remove Manhole 1 EA 5 250.00 $ - $ - Total Bid Schedule "B-2" $ - $ - Bid Schedule "F" - Change Order *1 Used to It m Description Estimated Quantity Unit Price Contract Price Date Extension 1 Telephone Fiber Optic Conduit Relocation 1 LS $ 4,752.00 $ 4,752.00 , 1 $ 4,752.00 2 Watermain Connection Modification 1 LS $ 7,128.00 $ 7,128.00 1 S 7,128.00 3 16' Buttery Valve 1 EA S 1,262.03 $ 1,262.03 1 $ 1.262.03 4 16' DIP 37 LF S 37.43 $ 1,384.91 37 $ 1,384.91 5 Water Shut off Extensions 7 IF S 39.18 $ 274.28 7 $ 274.28 Total Bid Schedule "F" S 14,801.20 S 14,801.20 0360PE PE-3 1 • Bid Schedule "G" - Change Order 92 Used to Item Description Estimated Quantity Unit Price Contract Price Date Extension 1 Installation and Operations and Oewaterinq Discharge Route 1 LS S 37,016.85 3 37,016.35 1 , 3 37.016.85 2 Removal and Cleaning of Dewaterinq Dishcharge Route 1 LS S 10,96378 3 10,965.78 1 3 10,965.78 3 Additional Dischare Hose 1050 LF S 1.60 S 1,680.00 1050 S 1,680.00 4 Traffic Control 1 LS 3375 S 37500 1 S 375.00 5 Parking Lot Subgrade Correction 1 LS 3 1,800 00 S 1,600.00 1 3 1,600.00 Total Bid Schedule "F" $ 51,637.63 S 51,637.63 SUMMARY OF BIDDING 5 33,525.00 S 30,512.30 Bid Schedule "A" Removals Bid Schedule "8" Sanitary Sewer S 202,404.90 S 163,216.00 S 77,944.65; S 88,757.70 Bid Schedule "C" Waterman , Bid Schedule .•D" Storm S $ 126,572.00 S 134,175.20 S 229,270.20 S 234,724.69 Bid Schedule "E" Street Bid Schedule "8-1" Alternate "A" CSAH 42 Crossing - Sanitary Correction S 30,161.00 S 30,161.00 Bid Schedule "8 -2" Alternate "B" CSAH 42 Crossing - Sanitary Jacking S S - Bid Schedule "F" Change Order #1 S 14,601.20 S 14,601.20 Bid Schedule "G" Change Order #2 5 51,537.63 S 51,637 S 766,116.66 TOTAL S 35,305.34 LESS 5% RETAINAGE: S 64,322.95 LESS PAY ESTIMATE *1 . s :34 081.24 LESS PAY ESTIMATE *2 . S 164,263.71 LESS PAY ESTIMATE #3 S 162,839.34 LESS PAY ESTIMATE *4 S 26,e09.95 LESS PAY ESTIMATE #5 S 35,493.85 WE RECOMMEND PAYMENT OF: APPROVALS: CONTRACT• -: S.R. WEIDEMA • Certifl • • y Contractor. 1 ity that alt items and amounts are correct for the work completed to date. p� 4 � Signed: L ..: Jr mi�l.(J t �. c� • Titre: r'a71 e t . - D at e • ENGINEER: HAKANSON ANDERSON AS • CIATES, INC. Certification b Engineer .' - - nd payment for work and quantities as shown. Title AIIK ys _41; / Date VfAir OWNER CITY OF OTSEGO • Sim: Title. Date ITEM 6_1 MEMO Date: August 10, 2006 To: Mayor & Council From: City Administrator Mike Robertson Re: Park Commission Recommendations The Park & Recreation review the quotes for irrigation of Prairie Park and for the purchase of backboards for tennis courts. They had the following recommendations. For irrigation they recommended the low quote of $33,333. For tennis backboards they recommended an 8' x 12' Bollettieri Slimline at $2,295 a piece for the inside of the tennis court. For those tennis courts that had enough pavement outside the tennis court for someone to practice they recommended the 8' X 16' Bollettieri Slimline. ITEM 7 - NAC NORTHWEST ASSOCIATED CONSULTANTS INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231.2555 Facsimile: 763.231.2561 planners(a)nacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 8 August 2006 RE: Otsego — Wright County Highway Maintenance Station NAC FILE: 176.02 — 06.21 The Planning Commission held a public hearing on 7 August 2006 to consider the site and building plans for a Wright County Highway Maintenance station to be constructed in the Otsego 1 -94 West Industrial Park. The application also involves a CUP for accessory outdoor storage. Mr. Steve Meyer of Wright County was present. There were no public comments. The Planning Commission asked about the number of employees at the site and activities that will occur there. Mr. Meyer explained that there will typically be three employees on site, but that the building has space for future needs. The Planning Commission also discussed the construction of the salt storage building and use of the material roof, which is similar to that of the City's salt storage building to be constructed at the public works site. Mr. Meyer made the point that the material roof is necessary due to the corrosiveness of the salt stored within the • structure. The Planning Commission closed the public hearing and voted 6-0 to recommend approval of the application. Possible actions for the City Council to consider at their meeting on 14 August 2006 at 6:30 PM are outlined below. We have added language to the conditions regarding the dedication of easements necessary for the extension of sanitary sewer and water to the Otsego 1 -94 West Industrial Park. POSSIBLE ACTIONS A. Motion to approve site and building plans and a conditional use permit allowing outdoor storage of materials for a Wright County Highway Maintenance substation subject to the following conditions: 1. Wright County shall prepare a site plan based upon a certificate of survey illustrating the information required by Section 20-4-4 of the Zoning Ordinance, subject to approval of City staff. 2. The salt storage building is subject to the material and construction requirements of Section 20- 17-4.8 of the Zoning Ordinance, subject to review by the Planning Commission and approval of the City Council. 3. The location of proposed coniferous trees in double rows not more than 25 feet on center to the north, east and south of the proposed buildings and outdoor storage area shall be illustrated upon the certificate of survey /site plan subject to approval of City staff. 4. Outdoor material storage piles shall be located between the principal building and salt storage building or to the north of the salt storage building at the northwest comer of the site. The outdoor storage area shall comply with the conditions of Section 20- 86-7.D of the Zoning Ordnance, subject to approval by City staff. 5. The location of 16 parking stalls on the subject site meeting the dimension, surface and curb requirements of the Zoning Ordinance shall be illustrated upon the certificate of survey /site plan, subject to approval of City staff. A minimum of eight off - street parking stalls shall be constructed upon the subject site provided that Wright County enter into an agreement allowing that the City Council may require construction of off - street parking stalls as required by Section 21 of the Zoning Ordinance upon a determination by the City Council that the additional stalls are required to meet on -site demand and prevent congestion in the public street. 6. The width of the driveway xi by feet the City Engineer to accommodate un otherwise approved truck tuming movements. 7. All light fixtures shall comply with the requirements of Section 20 -16-10 of the Zoning Ordinance, subject to approval by City staff. 8. All signs shall conform to Chapter 37 of the Zoning Ordinance and require issuance of a sign permit prior to placement on the subject site. 9. All trash containers are to be stored within the principal building or an exterior enclosure as allowed by Section 20- 16- 15.B.3 of the Zoning Ordinance, subject to approval of City staff. 10. Connection to municipal utilities shall be required if the City Council approves a public improvement project prior to issuance of a certificate of occupancy. All utility issues are subject to review and approval of the City Engineer. 2 11. Wright County shall dedicate drainage and utility easements determined necessary by the City Engineer for extension of sanitary sewer and water utilities to the Otsego 1 -94 West Industrial Park. 12. All grading, drainage and erosion control issues are subject to review and approval of the City Engineer. B. Motion to deny the application based on a finding that the application does not comply with the requirements of the Otsego Zoning Ordinance. C. Motion to table. c. Mike Robertson, City Administrator Judy Hudson, City Clerk/Zoning Administrator Andy MacArthur, City Attorney Ron Wagner, City Engineer Wayne Fingalson, Wright County Engineer Steve Meyer, Wright County Road Maintenance Supervisor 3 CITY OF 08 -08-06 OTSEGO FINDINGS & DECISION WRIGHT COUNTY, MINNESOTA CONDITIONAL USE PERMIT APPLICANT: Wright County APPLICATION: Request for approval of a conditional use permit allowing accessory outdoor storage in an 1 -2 District and site and building plan review for a Highway Maintenance Substation. CITY COUNCIL MEETING: 14 August 2006 FINDINGS: Based upon review of the application, the recommendation of the Planning Commission, and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the property is Lot 2, Block 2 Otsego 1-94 West Industrial Park 4 Addition, City of Otsego, County of Wright, State of Minnesota. B. The subject site is guided by the Comprehensive Plan for industrial land uses within the West Sewer District. C. The subject site is zoned 1 -2, General Industrial District. Govemment utility buildings are a permitted use in the 1 -2 District. Accessory outdoor storage is a conditional use in the 1 -2 District. D. Consideration of the conditional use permit is to be based upon (but not limited to) the criteria set forth by Section 20 -4-2.F of the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the official City Comprehensive Plan. Finding: The Comprehensive Plan guides the subject site for industrial uses within the west sewer district. Subject to applicable performance standards goveming the proposed use, the application is consistent with the direction of the Comprehensive Plan regarding general land use and public facilities to support existing and planned infrastructure. 2. The proposed use's compatibility with present and future land uses of the area. Finding: The proposed use will be compatible with the following existing/planned land uses surrounding the subject site: Direction Land Use Plan Zoning Map Existing Use North Industrial A -1 District Agriculture East Industrial 1 -2 District Undeveloped South Industrial 1 -2 District Undeveloped West Industrial 1 -2 District Contractor yard 3. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (Le., parking, loading, noise, etc.). Finding: Development of the subject site will be required to conform to all applicable performance standards. 4. The proposed use's effect upon the area in which it is proposed. Finding: The proposed use represents further buildout of the Otsego 1 -94 West Industrial Park with a use that will utilize available City infrastructure and support on- going development within the City and surrounding region. 5. The proposed use's impact upon property values of the area in which it is proposed. Finding: Although no study has been completed, the proposed use is not anticipated to negatively impact area property values. 6. Traffic generation by the proposed use in relation to the capabilities of streets serving the property. Finding: The traffic generated by the proposed use can be accommodated by streets accessing the subject site. 7. The proposed use's impact upon existing public services and facilities including parks, schools, streets, and utilities and its potential to overburden the City =s service capacity. Finding: The proposed use is not anticipated to have a negative impact to the City's service capacity. E. The planning report dated 2 August 2006 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. F. The memorandum dated 1 August 2006 prepared by the City Engineer, Hakanson Anderson Associates, Inc., is incorporated herein. G. The Otsego Planning Commission held a public hearing at their regular meeting on 7 August 2006 to consider the application, preceded by published and mailed notice; upon review of the application, and other evidence, the public hearing was dosed and the Planning Commission recommended by a 6-0 vote that the City Council approve the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the requested application is hereby APPROVED, SUBJECT TO THE FOLLOWING CONDITIONS: 1. Wright County shall prepare a site plan based upon a certificate of survey illustrating the information required by Section 20-4 -4 of the Zoning Ordinance, subject to approval of City staff. 2. The salt storage building is subject to the material and construction requirements of Section 20- 17-4.B of the Zoning Ordinance, subject to review by the Planning Commission and approval of the City Council. 3. The location of proposed coniferous trees in double rows not more than 25 feet on center to the north, east and south of the proposed buildings and outdoor storage area shall be illustrated upon the certificate of survey /site plan subject to approval of City staff. 2 4. Outdoor material storage piles shall be located between the principal building and salt storage building or to the north of the salt storage building at the northwest comer of the site. The outdoor storage area shall comply with the conditions of Section 20- 86 -7.D of the Zoning Ordnance, subject to approval by City staff. 5. The location of 16 parking stalls on the subject site meeting the dimension, surface and curb requirements of the Zoning Ordinance shall be illustrated upon the certificate of survey /site plan, subject to approval of City staff. A minimum of eight off - street parking stalls shall be constructed upon the subject site provided that Wright County enter into an agreement allowing that the City Council may require construction of off - street parking stalls as required by Section 21 of the Zoning Ordinance upon a determination by the City Council that the additional stalls are required to meet on -site demand and prevent congestion in the public street. 6. The width of the driveway access to 71 Street is limited to 24 feet wide unless otherwise approved by the City Engineer to accommodate truck turning movements. 7. All light fixtures shall comply with the requirements of Section 20 -16-10 of the Zoning Ordinance, subject to approval by City staff. 8. All signs shall conform to Chapter 37 of the Zoning Ordinance and require issuance of a sign permit prior to placement on the subject site. 9. All trash containers are to be stored within the principal building or an exterior endosure as allowed by Section 20-16-15.B.3 of the Zoning Ordinance, subject to approval of City staff. 10. Connection to municipal utilities shall be required if the City Council approves a public improvement project prior to issuance of a certificate of occupancy. All utility issues are subject to review and approval of the City Engineer. 11. Wright County shall dedicate drainage and utility easements determined necessary by the City Engineer for extension of sanitary sewer and water utilities to the Otsego 1 -94 West Industrial Park. 12. All grading, drainage and erosion control issues are subject to review and approval of the City Engineer. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: 3 ADOPTED by the Otsego City Council this 14th day of August, 2006. CITY OF OTSEGO By: Larry Foumier, Mayor Attest: Judy Hudson, Zoning Administrator /City Clerk 4 1111 HakanSOn AndeCSOn 3601 Thurston Avenue, Anoka, MN 55303 30 As50C., Phone: 763/427 -5860 Fax: 763/427 -0520 E MEMORANDUM To: Honorable Mayor and City Council cc: Mike Robertson, Administrator Judy Hudson, Clerk Dan Licht, NAC Andy MacArthur, City Attorney Steven Meyer, Wright County — Hwy Dept. Metro Land Surveying and Engineering From: Ronald J. Wagner, P.E. Date: August 1, 2006 Re: Wright County Storage, Lot 2, Block 2 of I -94 West Industrial Park 4 Addition We have reviewed the Development Application requesting a CUP for Site and Building Plan, dated 7/5/06, for the above - referenced project and would offer the following comments: 1. A site plan is required and shall depict the driveway location(s) for access to the property and the separate buildings. The site plans shall also show the required landscaping/screening for the storage shed. 2 A proposed grading plan is required. 3. City utilities are planned to connect this site to city sanitary sewer and water. Proposed future service connection locations shall be shown. A culvert under the driveway connection at 70 Street is required to maintain the existing ditch drainage. 4. Depict all drainage and utility easements, R.O.W., and lot dimensions. C:\Documents and Settings \Tami\Local Settings \Temporary Internet Files\ Content. lE5\ 854MAZGM \ot2500WrightCoStorage.doc ITEM 7_2 NAC t NORTHWEST ASSOCIATED CONSULTANTS, INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231 .2555 Facsimile: 763.231.2561 planners @nacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 8 August 2006 RE: Otsego — Gateway North Building #1 NAC FILE: 176.02 — 06.21 The Planning Commission held a public hearing on 7 August 2006 to consider the site and building plans and Preliminary/Final Plat of Gateway North 2" Addition related to construction of Building #1. Mr. David Bade of Duke Realty Corporation was present. There were no public comments. The Planning Commission had no significant questions or concerns. The Planning Commission closed the public hearing and voted 5-0 to recommend approval of the applications. The City Council is to consider the application at their meeting on 14 August 2006 at 6 :30 PM. POSSIBLE ACTIONS A. Motion to approve a preliminary/final plat for Gateway North 2" Addition and site and building plans for Building #1, subject to the following conditions: 1. The development contract for the 2" Addition shall include a provision regarding the proof -of- parking stalls allowing that the City may require their construction upon a finding by the City that there is a need effecting congestion in the public street, site access and/or public safety. 2. Trash containers shall be stored inside the building or an enclosure screened from view as required by Section 20 -16-15 of the Zoning Ordinance. 3. All signs shall conform to Chapter 37 of the Zoning Ordinance and require a permit prior to placement on the subject site. 4. All grading, drainage and erosion control issues, utility plans and easements are subject to the review and approval by City Engineer. 5. The developer shall execute a sub - agreement to the Master Development Contract to be drafted by the City Attorney and subject to their approval and record the final plat not less than sixty (60) days from the date of City Council approval. B. Motion to deny the application based on a finding that the request is inconsistent with the Comprehensive Plan, Zoning Ordinance and Subdivision Ordinance. C. Motion to table. c. Mike Robertson, City Administrator Judy Hudson, City Clerk/Zoning Administrator Andy MacArthur, City Attorney Ron Wagner, City Engineer David Bade, Duke Realty Corporation 2 CITY OF 08 -08-06 OTSEGO NANIAIANAIAANIANAd FINDINGS & DECISION WRIGHT COUNTY, MINNESOTA CONDITIONAL USE PERMIT APPLICANT: Wright County APPLICATION: Request for approval of a conditional use permit allowing accessory outdoor storage in an 1 -2 District and site and building plan review for a Highway Maintenance Substation. CITY COUNCIL MEETING: 14 August 2006 FINDINGS: Based upon review of the application, the recommendation of the Planning Commission, and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the property is Lot 2, Block 2 Otsego 1 -94 West Industrial Park 4 Addition, City of Otsego, County of Wright, State of Minnesota. B. The subject site is guided by the Comprehensive Plan for industrial land uses within the West Sewer District. C. The subject site is zoned 1 -2, General Industrial District. Government utility buildings are a permitted use in the 1 -2 District. Accessory outdoor storage is a conditional use in the 1 -2 District. D. Consideration of the conditional use permit is to be based upon (but not limited to) the criteria set forth by Section 20-4 -2.F of the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the official City Comprehensive Plan. Finding: The Comprehensive Plan guides the subject site for industrial uses within the west sewer district. Subject to applicable performance standards goveming the proposed use, the application is consistent with the direction of the Comprehensive Plan regarding general land use and public facilities to support existing and planned infrastructure. 2. The proposed use's compatibility with present and future land uses of the area. Finding: The proposed use will be compatible with the following existing/planned land uses surrounding the subject site: Direction Land Use Plan Zoning Map Existing Use North Industrial A -1 District Agriculture East Industrial 1 -2 District Undeveloped South Industrial 1 -2 District Undeveloped West Industrial 1 -2 District Contractor yard 3. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). 1 Finding: Development of the subject site will be required to conform to all applicable performance standards. 4. The proposed use's effect upon the area in which it is proposed. Finding: The proposed use represents further buildout of the Otsego 1 -94 West Industrial Park with a use that will utilize available City infrastructure and support on- going development within the City and surrounding region. 5. The proposed use's impact upon property values of the area in which it is proposed. Finding: Although no study has been completed, the proposed use is not anticipated to negatively impact area property values. 6. Traffic generation by the proposed use in relation to the capabilities of streets serving the property. Finding: The traffic generated by the proposed use can be accommodated by streets accessing the subject site. 7. The proposed use's impact upon existing public services and facilities induding parks, schools, streets, and utilities and its potential to overburden the City =s service capacity. Finding: The proposed use is not anticipated to have a negative impact to the City's service capacity. E. The planning report dated 2 August 2006 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. F. The memorandum dated 1 August 2006 prepared by the City Engineer, Hakanson Anderson Associates, Inc., is incorporated herein. G. The Otsego Planning Commission held a public hearing at their regular meeting on 7 August 2006 to consider the application, preceded by published and mailed notice; upon review of the application, and other evidence, the public hearing was dosed and the Planning Commission recommended by a 6-0 vote that the City Council approve the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the requested application is hereby APPROVED, SUBJECT TO THE FOLLOWING CONDITIONS: 1. Wright County shall prepare a site plan based upon a certificate of survey illustrating the information required by Section 20-4 -4 of the Zoning Ordinance, subject to approval of City staff. 2. The salt storage building is subject to the material and construction requirements of Section 20-17-4.B of the Zoning Ordinance, subject to review by the Planning Commission and approval of the City Council. 3. The location of proposed coniferous trees in double rows not more than 25 feet on center to the north, east and south of the proposed buildings and outdoor storage area shall be illustrated upon the certificate of survey /site plan subject to approval of City staff. 2 4. Outdoor material storage piles shall be located between the principal building and salt storage building or to the north of the salt storage building at the northwest comer of the site. The outdoor storage area shall comply with the conditions of Section 20- 86 -7.D of the Zoning Ordnance, subject to approval by City staff. 5. The location of 16 parking stalls on the subject site meeting the dimension, surface and curb requirements of the Zoning Ordinance shall be illustrated upon the certificate of survey /site plan, subject to approval of City staff. A minimum of eight off-street parking stalls shall be constructed upon the subject site provided that Wright County enter into an agreement allowing that the City Council may require construction of off- street parking stalls as required by Section 21 of the Zoning Ordinance upon a determination by the City Council that the additional stalls are required to meet on -site demand and prevent congestion in the public street. 6. The width of the driveway access to 71 Street is limited to 24 feet wide unless otherwise approved by the City Engineer to accommodate truck turning movements. 7. All light fixtures shall comply with the requirements of Section 20 -16-10 of the Zoning Ordinance, subject to approval by City staff. 8. All signs shall conform to Chapter 37 of the Zoning Ordinance and require issuance of a sign permit prior to placement on the subject site. 9. All trash containers are to be stored within the principal building or an exterior endosure as allowed by Section 20- 16- 15.B.3 of the Zoning Ordinance, subject to approval of City staff. 10. Connection to municipal utilities shall be required if the City Council approves a public improvement project prior to issuance of a certificate of occupancy. All utility issues are subject to review and approval of the City Engineer. 11. Wright County shall dedicate drainage and utility easements determined necessary by the City Engineer for extension of sanitary sewer and water utilities to the Otsego 1 -94 West Industrial Park. 12. All grading, drainage and erosion control issues are subject to review and approval of the City Engineer. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: 3 ADOPTED by the Otsego City Council this 14th day of August, 2006. CITY OF OTSEGO By: Larry Foumier, Mayor Attest: Judy Hudson, Zoning Administrator /City Clerk 4 Haknson Anderson 3601 Thurston Avenue, Anoka, MN 55303 • 0 ■ ASSQC.,In. Phone: 763/427 -5860 Fax: 763/427 -0520 MEMORANDUM To: Honorable Mayor and City Council cc: Mike Robertson, Administrator Judy Hudson, Clerk Dan Licht, NAC Andy MacArthur, City Attorney David Bade, Duke Reality L.P. Jay Hill, P.E. Schoell Madson Sara Marlow, Walsh Bishop Associates, Inc. From: Brent M. Larson, E.I.T. Date: August 3, 2006 Re: Gateway North 2 Addition — Lot 1, Block 1 We have reviewed the Final Plat, Grading, and Utility Plans, dated 7/17/06, for Building #1 located in Outlot F of Gateway North. Preliminary and Final plans for Gateway North have not been accepted at this time. The Gateway North Final Plat and development plans must be approved prior to the acceptance of Gateway North 2 Addition. With this in consideration we would offer the following comments: Final Plat 1. The locations of the sanitary sewer and watermain being stubbed to this property have been revised. The stubs being provided by the Queens Avenue Improvement project have been move approximately 70' to the north. The easement covering these utilities must be revised. (Schoell Madson is to be provided the latest utility information associated with the Queens Avenue Improvement project.) 2. Remove the wetland identified within the plat. This wetland will no longer exist with the proposed site development. 3. The utilities being constructed beyond the plat boundaries require additional drainage and utility easement to cover them. The pavement along the north boundary also extends beyond the plat line. The final plat for the Gateway North 1 Addition was required to have drainage and utility easement placed over the entire Outlot F and would satisfy this requirement but a revise Gateway North 1st Addition plat has not been submitted to the city engineer's office depicting this revision. 4. The right -of -way shall be rounded at the intersection of Queens Avenue and 60 Street. C:\Documents and Settings \Tami\Local Settings \Temporary Internet Files\ Content. IE5 \LEVPLXGP \ot2500GWN2ndRVW1.doc Development Plans Title Sheet 1. A signature line for Ronald J. Wagner, P.E. City Engineer is required. Existing Conditions 1. The 2 Addition boundary lines shall be depicted. Boundary lines shall include bearings, distances, and curve data. (Section 21- 6- 2.B.1) 2. Identify adjacent land boundary lines and zoning. (Section 21- 6- 2.B.2) 3. A total acreage of the proposed plat is also required. (Section 21- 6- 2.B.3) 4. Show the locations, names, and widths of existing streets. The existing 60 Street width and cul- de -sac is not shown correctly. (Section 21- 6- 2.B.4) 5. The location, size, and elevations of existing sewers, watermain, culverts, and other underground facilities within 150' shall be depicted. (Section 21- 6- 2.B.5) 6. The mass grading plan for Gateway North depicts 3 temporary sedimentation basins in the northwest, southwest, and southeast corners of the proposed site. The grading of the entire site is in progress at this time. Verify that these sedimentation basins are in place or will be in place before the 2 Addition Building #1 site is complete. Site Plan 1. Depict the proposed location(s) for storage of trash containers. Grading & Storm Sewer Plan 1. Soil Borings locations shall be depicted on the grading plans. 2. Grading along the west edge of the plat shall be coordinated with the MnDOT Hwy 101 project. 3. It appears that the proposed gutter elevations and grades at the intersection of Queens Avenue and 60 Street shall agree with the Queens Avenue Improvement plans. (Schoell Madson is to be provided the street and intersection information associated with the Queens Avenue Improvement project.) Please verify that the proposed grades work with the Queens Avenue project. 4. It appears the gutter elevations of 943.7 around the small island along the north side of building #1 are in error. Please verify and revise. II Hakanson Anderson C:\Documents and Settings \Tami\Local Settings \Temporary Internet Assoc Files\ Content .IE5\LEVPLXGP \ot2500GWN2ndRV W 1.doc 5. B1212 curb and gutter is being called out around the southeast radius of the loading area parking lot. Please verify that this is correct. 6. The curb and gutter shall be sumped 2" from the flow line at each catch basin. Please revise the rim elevations. 7. Provide a minimum of 0.8- diameter points fall (0.2' per 3" pipe size increase) across all storm sewer manholes when pipe size increases. Many of the storm sewer inverts need revising. 8. A minimum 2' of cover over storm sewer pipe in traffic areas is required. The cover over the 21" pipe at CB 121 is approximately 1.45'. Please revise. 9. CBMH 110 does not have a pipe to the east. Remove the east invert information from CBMH 110. 10. The east invert at CBMH 109, CBMH 108, CBMH 107, and CBMH 106 do not agree with the stub inverts and pipe grades. Please revise. 11. The north and south inverts of CBMH 107 and CBMH 106 are mislabeled. The inverts should be lowered 10'. 12. A 10:1 bench is require below the normal water level. The contours for Pond 2 do not agree with the Gateway North hydrology report's storage areas. Please verify and revise. Utility Plan 1. Depict the storm sewer in a lighter background shade to help identify all crossings and potential conflicts. 2. The locations of the sanitary sewer and watermain being stubbed to this property have been revised. The stubs being provided by the Queens Avenue Improvement project have been move approximately 70' to the north. The invert of the 8" sanitary sewer stub at the property line is 930.72. Please revise the plans to reflect this change. (Schoell Madson is to be provided the latest utility information associated with the Queens Avenue Improvement project.) 3. Depict the 12" butterfly valve that is to be installed with the Queens Avenue Improvement project on the north side of the tee at 60 Street cul -de -sac. 4. An additional valve is needed on the south side of the 12 "x12" Tee in the northwest corner of the plat. 5. The 90 bend in the northeast corner of the plat shall be made by using two 45 bends. 6. The northern hydrant along the west parking lot conflicts with the storm sewer at the crossing. A minimum of 24" of vertical separation, or 12" of vertical separation with insulation is required between the watermain and storm sewer. Hakanson Anderson C:\Documents and Settings\Tami\Local Settin s \Tem or Internet Assoc I nc . g g P �'Y Files\ Content .IE5\LEVPLXGP \ot2500GWN2ndRV W 1.doc 7. A pipe bedding detail is required. Hakanson Anderson C:\Documents and Settin s \Tami\L cal Settings\Temporary Internet nc. g o g emporary et ASSOC, , Files\ Content .IE5\LEVPLXGP \ot2500GWN2ndRV W 1.doc ITEM 7_3 NAC NORTHWEST ASSOCIATED CONSULTANTS, INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231 .2555 Facsimile: 763.231.2561 planners @nacpianning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 8 August 2006 RE: Otsego — Davis Mississippi Cove; Revised Final Plat • NAC FILE: 176.02 — 04.08 The City Council approved a final plat for Davis Mississippi Cove on 26 June 2006. Approval of the final plat was contingent upon resolution of a title defect through a quiet title action. The title issue occurs along the boundaries of the Davis and Adamski properties. Wright County will not record the final plat until this quiet title action is complete. As such, the developer has submitted a revise documents that would divide the initial final plat into two separate additions. The areas east of the title issue including the Grotte and Lenz properties would be the first addition including 9 single family lots (including the existing Grotte and Lenz homes) and 10 outlots. The proposed second addition includes the area of the Title issue would include 24 single family lots and outlots to be recorded pending the quiet title action. City staff recommends approval of the revised final plats subject to the conditions set forth below. POSSIBLE ACTIONS A. Motion to approve the 1 and 2" Additions of Davis Mississippi Cove subject to the following conditions: 1. Outlot A of the first addition is revised to separate future common open space from the parcel included within the Adamski property for street access to 96 Street. 2. The applicant shall submit to the City a Letter of Undertaking agreeing to initiate and diligently follow through with a Quiet Title Action to address the minor gap in the 2 Addition Final Plat as identified by applicant's Title Company. Any lot affected by this minor gap shall not be conveyed until the title problem has been resolved and no public improvement, right of way or easement affected shall be accepted by the City until such time as the matter is resolved to the City's satisfaction and the 2 Addition Final Plat is recorded with Wright County. This condition shall be included in the Developer's Agreement for the Plat and the City will require additional security to insure that Quiet Title Action is completed. 3. All construction plans, grading plans and utility issues are subject to review and approval of the City Engineer. 4. The developer shall execute a development agreement with the City for the 1 and 2" Additions, subject to approval by the City Attorney. B. Motion to direct City staff to draft findings to deny the application based on a finding that the request is inconsistent with the Comprehensive Plan, Zoning Ordinance and Subdivision Ordinance to be considered at the next possible City Council meeting. C. Motion to table. c. Mike Robertson Judy Hudson Andy MacArthur Ron Wagner Scott Dahlke 2 CITY OF 08 - 08 - 06 OTSEGO FINDINGS & DECISION WRIGHT COUNTY, MINNESOTA FINAL PLAT APPLICANT: Mississippi 39, LLC APPLICATION: Request for approval of Final Plat and 2 Addition Final Plat for a proposed rural cluster development to be known as "Davis Mississippi Cove ". CITY COUNCIL MEETING: 14 August 2006 FINDINGS: Based upon review of the application, the recommendation of the Planning Commission, and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the property is described by Exhibit A. B. The subject site is guided by the Comprehensive Plan for rural residential land uses within the Rural Residential Preserve Area. C. The subject site is zoned R -C, Residential Rural Open Space Cluster District. D. The applicant is requesting concurrent approval of 9 single family lots and 10 outlots within the first final plat and 24 single family lots and 6 outlots within the 2" Addition Final Plat. E. The memorandum dated 8 August 2006 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. F. The engineering review dated prepared by the City Engineer, Hakanson Anderson Associates, Inc., is incorporated herein. DECISION: Based on the foregoing information and applicable ordinances, the requested final plat of Davis Mississippi Cove is hereby APPROVED, subject to the following conditions: 1. Outlot A is revised to separate future common open space from the parcel included within the Adamski property for street access to 96 Street. 2. The applicant shall submit to the City a Letter of Undertaking agreeing to initiate and diligently follow through with a Quiet Title Action to address the minor gap in the 2" Addition Final Plat as identified by applicant's Title Company. Any lot affected by this minor gap shall not be conveyed until the title problem has been resolved and no public improvement, right of way or easement affected shall be accepted by the City until such time as the matter is resolved to the City's satisfaction and the 2" Addition Final Plat is recorded with Wright County. This condition shall be included in the Developer's Agreement for the Plat and the City will require additional security to insure that Quiet Title Action is completed. 3. All construction plans, grading plans and utility issues are subject to review and approval of the City Engineer. 1 4. The developer shall execute a development agreement with the City, subject to approval by the City Attorney. 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'ar i t, ; — a . ;.; I. g . 1 1 NI:414::::1"721: .1'."6.3.2„...., • jilIV:i.... 8911:2 N 84:F.:.4'..1.4r 1:1C) Vicinity Moo % 1 , . ,., " -mr-. „,,..=.„,=. , . `Q _ ::: 1:231E:11111M":311 al, , OUrLOT 215. • , 137119=1111.777111E.= 1=11:221111=91 . 1=11 .31.0 • md illi li ' i ll LIAMM:111277.A1.-111 1.,.. '' 33 1 33 E4 .141"2" • 1.1 I u . .0 I k 0 . no one or owes gat1011 ' • V. S I C a 1 • V t t X S..* 17 and ,a, rm.. iv. 131.0. 23 .4. C ..... 1 1 .. a S x tION ... hil I 2 b 1 ansnolemounurroaroonnarsesoomonon . f..... ' b fF..PIRENTSVA— i . t 1 1 ; r 2 1 1 o .. . 1 11 1_ .... OS ..---- i 1 ,--- 90■3111.1M N VICRH IIIILESSOTMERMIS1 DIMANI33. IMO 411001210 LOT 1 1 ns ....... ." ---'-'' ... .. --- ....... '-' 1.111130•11.0130111.1011.0 0313011.340 STREET .163 mom cot .......- , ...1.---- q . . ,. ----- . - 33 33 ..............."-..... ,AVIV '' . .. -. '--..- - ....1 ` ' . -.."- ..t.........."..... -. c ............. - — - ......... r TATI,OR fAIID SVRVITORS, LtV„ ,,,,,, , ,--,• ___----- Nalfriatilla IIINNAYOrn. ''' __---- SMEETO 0043129070 • DAVIS MISSISSIPPI COVE SECOND ADDITION . KNOW ALL MEN BY THESE PRESENTS: Taw MWlappi Bg, LLC, a Minnesota Llmite3 Liability Conway, M amid STATE OF and Fthr4Sw Carers* Bents, a Mamma Swam CopaaYm, mortises, eat blioam desarbed property COUNTY OF Bl in the Carry of Wright, SteedlBmeraod,lo at The s Insbunenl was acknowledged babe M to dye 200 . by JstayMamd and Jano E Harald, lereertl and vela 1 G trommo t Lot h end the WW IN eat Southeast Quarter dt NOnbean Quarter of BBOtlon t& Toms* 121, j Rap 28, Wright County, anemia Atho .thy L Adair%am Jam a E AWil, bueeard and We, M t bree omwsealop tlesabad pery ap situated In $is Ills Casty of Wright, SIM. of MRlmaoto to *Comedian thaw Canny, Minnesota The West 2 rods eat East ladt llWleast Omar able Masse Quarter dSaalm 18, Township 121, Rana 28, I hereby eery that l taw wawa and Mead t Mary desa esd n Pe dedication dela plat wt DAVIS MISSISSIPPI COVE YtpitCmrb', Mialsaafa SECONDA$DmON. that this pasta aama nPaaiMmdadd sway, that al deems we oar* sham on the pat in feet ALSO: and hundredths datot get all monuments bars been coney pieced In the wand as sham, rvm be arced $$ required by the bad government unit Setae Wilde boundary ices are many asipmbd on the Mat meta there we meat Were, as erred in That pert of OovamaMLo 2 of Section 10. TomWb 121. Range 28, Wright Corny, a mmo%desaLed as Mows MS 506.02,&Md.1, orptla Weeps bbar designated other to as shown %peas) M M Bouiwest Lo*: Owes nest and alas the south line dead tat 2, a demos of 36S feet thence 'oath and wad to thy seethe eased Lot a dee=d 280 feet twhce asp I NI8t south Ina dsaid Lot 2 a damps of SO thet ices not and palmist bthe west is of said lot 2b Pa war rook of Ow MMMipq err, Pena mealy end slap tloewooer oak Otte MissimaPt Neer loth' woe le deed Let 2; Dennis V. Taylor, Lad Suwya ' twos s i x th =damp the west be Old 2tat pots eabagtxap. lirlsea% Liana No. 18282 Have ceased the seas b be surveyed and Naiad as OMVI$1 PI C O V E =OOADCmON and do hMeg dameaMd STATE OF MINNESOTA dedicate to Seal f o r are threw Wm theroupleseas and the aaerrwb a Yawn on tie plat for theme end tiny COUNTY OF purposes and dramas purposes wig TMloponp Bawynes Ceam%was ada5Madped behs me this dyd 20 by Dennis V. Taylor Lad Sterna MI=rWa Lame Nix 16238 In waste v Mersa aid Mesreppi SP.LL.C. has area tree parts* be egad y b mow afar tds dy MISSISSIPPI w, 11C Naha Path. Croy, Minnesota MyChrmMI M ®pies This pal of DAVIS MISSINSIMII COVE macaw ADDITION me mamma end soma' as Ma Cary Qua of ille MY dM Ogo. Mkahal J. Lear, mot Mornay Manesaa meeting d e at m.a hel08 10____ . COUNTY FOF Mayor C . CV Aameesata The foregaan asbanaawes rlmaAedoad alma* Ods dye 20_ y UMW J. lea. , Chef Merger of lbIYtlprn 82. LLC:, earwigs LANNI Wally Conpany.. on baba eathe ampere. E60 sd and recommended for soma this _Mga . 20 .---... Notary PUblo, Cary. Mara Molt Covey Burma My CmWeshn amber AMO n wbesswhereof esid Riveter Comas* Beset, hes0=matese presents lobe awed y b proper Narti Tares glad feral yew through air and aaneferanrra0Iles dye 20 aye 2t0 Rlmava+taraanb Bank WeattCauhyAudits I hereby certify twawtep*S n the yew on Wes Inn described as pad tie dya , Mork E. thane, CNN Credit CMr . STATE OF COUNTY OF laphl Carry Ttanesr The Warp iraasSMi 60s 8i aesbdped bubo - a e y — pa 200 y Wok E. Kuhn CMMCrea Other of RNedser Cesand* Oak a Mimosas Brans Crrpasl b8 bsl and of the co,p8*a. This pet was rama=WdM for approval the ay ,20 Wlplt Cagy willow balmy Na=y Pubs' Cary, Muss=% My Camisim S a m 1 i m a m ear* the as thawlsMtesstW In taloeeat Can* Recede for mooed on t i e _ . Atm in tames Memo( said JSfy L Adenoid and Jae E Hemp, 6115001500* ere mused tore mesas b be eyed by 20__,, al o'clock a, end weedily recorded in COMM Nix , DOarnent its caper other as dye _• 1 i 1 Ile kingAdemM Jae E AamMM _ MhIlhtCwy Recorder • TAYLOR LAND SURYRYORS. INS • IWIT&CSUai, MA/N 1514 I \=. -' -- DAVIS MISSISSIPPI COVE SECOND ADDITION 0. � . _ � __ loo .un FLOOD rL ■ AIW MU. 40) RIVER ---,--.' �..` t • IE '4 S ASS! ! .f ...__.._-___.._ _ - , " -4 x 63 . 57 . 6'c 1_ swMxar[ x>aw ' 1 ' ''-' d Ik 4 ,° . 2 _. _ .. - -_ x +r T - _b [ S I f 1 we _.. • 11.:2i.; 7.:v 8 CR H Mt FEET ... • 4 '6 TI. y 0 100 490 300 55 y c o{ ,, • 3 MO w. f 8 SCALE : 1 (NCN ■ 100 FEET 555 N e �/ b j • DEMONS NOI *maiM, Azov i# •' RJf�ia weew wew63.. .63, xo[u 07N KS•2 O AWNS : I/£ NOV X I. NOV MN uP9IMmr s£7. N 91 _ �, E ___ 1 t• N 78�Sg1. 1 V F ; - wN 5 AS CAP away AS M AI 3 9 x .... • LNIMVle5: / ?KMXIS YNM .PIA M9IYN[Mr 41 ^ 219. I 246 .8 7 ^ - _- 7 * ••••. A, NA A RAM CV MAIM AS 1.54U JO I , • / \ y A 10 WWI PALE YEW T AF 00070070 I '� / , \ // ■ s T T ; 8 n 3/ �/ or no Pur o zooms: /1 4 144331 nw roamUs 1 DU I l I B yk iP ,, / \ 5. 7 ? i 8 8i, � r� 1 ' I 0 Morn waew7 MONm MAD \ / ' \ ` 7. P . =I , z / , / 8 \T ` 'f `A • 46' , w \ \p 1 / ,It r OHMS A MA a a £ ,,,, F, AMK ALL 907343/0 MD . ' , s \\\ D�' V 3 1 _J 1 7.7.0 7 , y / / d � 'CE " 8 S f 3 ? �.r .7.P'-.' *- . '- is a+n_ \ +' : .,a ' . b ACS ORIENTA Pw9AYdr tor J Or SECTION 14 191N9.r w * ' 4 , `, F ' '// � j . . ,; f7. ";' � � , "v -•,,, \` .4t y 111 AAMY al RAVED AIN MF A O SECT •� RI L.{ 7 .... aE6MZ•s s1 sexv Aesr- 5 . \ _ ' • � b` I / / . 907.26 (RAMO. J929f I BENCHMARK ELEVARON / A 00(7111TNE M AV SAM £Aer 6 A .N MOWN, N, n[f£ / ' 1001Mb He' HORN /HD m7. Air OF N[ aO L $ • , OF corn,07 , 4' MAN gv 7.a //� �J pOa „F = � • .- _ _ l l N 6 3$1'1 1y �'•� \ • A' I . -- I ' ,\4.1719'15 27. . - ' 1. � � \ t# , e .,,,,#, e ifS L 19 , 1 7 ' ,� I 1 1,> 1,66.51 1 a e ( ,z =' s wva a saw w ^I � � 8 ; A ry '. \ 1 . ' J . x963•. w. i L` 3:;7.20°3 qr $ YID iaF \ \ VV22 \ \ x MM [ n.N p C`• N 688932• W F .. L N 86'2'19' W •\ ^ s wave 4614 4614 b ry p'\ ' r. _ __ 1 ___ i = / __J _. ... .. . `L..1 x.wror[ sue • . r_ N 893228' W 5 -- TKO - ___ -I 10 28288 - ----j ►/+' �\ Neintl moo 7.r .. - , 1 1 \\ •6 3 I I O 6 • d;i • 1 I / / / / 9 311 \ ;i I % /2,." i r rI R i ' f 0 i 1 '6'• i r im il / =, � ro �3 f; s \ i 0 '. \? k,\ ' \ x�g 11i \ '" I �' 631 \\ Y �/ Jp/ / 8 .�` ` 7 • + '" \ \ / 2 `� \t / f. ' / \. , .r / " �' 2 \ ` / % � \ r I �� e 213.69 � _ aas 11 \ v ./ o / / \ I•-; / B o \ 9 Q' • .wxA „ 0912:03:21_ 2216.09 , 4 L e21 pp , L��§ Ip /�� / 3 - �\ •i eA // \ f ' ` bi a,n ern 7 R R „ A , 6 8 _ a; /�4 a \ s ry ry / , b 'tj \ a / / /' `r , s* 17. w la 7.0 74 1a. •,•R. n Rte+ h ' S ,� z . $ ` O ,..\< \\ ,)0 3 �` ` /e7. ` 3 1 �� rgs '8 N -8 Y 8' P 2" 8, / 80 00 v.. a d.49'µ ' 16^Q \ \ <`•'' • \ ) • � • i \ 1,?.. , - J., o iA.Aa[roxnmrwesfnMw6owlrws. W d 11a r� X1 T 9�0 }7.y •sb s -�. i+~ - ,w 11 \� \ \ // OUTLOT A = �a ey . CW S Y - 8' O D • F a " jo. �I1�a g :: 3 P1 ,d \ � f. .., d" • ° f a , b� •OrL • I y _ .. � ;; $ \ \\:,i:_ I b, I WO 7 8 � ° L 221.71 II 17369 , 5. V 6 ! 161.5, �` •itai ow NVa Mn m m � RAT NN1iao wgwla g N 8635.33• N s s eo : I T 1.; I3'd It'll m 'r/ EWIi3 I, • s worse E Ze,H ° xe. MMw sN 1° " V VIM IN ' w'n ,I --- w IE 95th STREET N.E. , , w ( COUNTY HIGHWAY NO. 39 I - 85 _- I - - N �91' ► + \� - m r S * s t C O U N T Y tiiGHK'Ar NO 39) t Ot -- �' R =IN um 0, we 9[ I/M or NE E a - 1/. - ~ a - - - 4 T /3ZOR LARD SURVEYORS. The - �.ry R - i ou.we 6r P6v�f6a T iSD •ri32i.N NF? T s* -- -- -- -- -- -- - -- --- -- -- -- - -- -- -- f� rb* EON4ICELLO. MINNESOTA. -T F-- --- - --_ -- p - ' - o3eo -- ---- _-' -.._ _ 1 HIDDEN CREEK „ ...A:• 63... TRAILS - - - - SWEET 1 0 F 3 SNEErS • DAVIS MISSISSIPPI COVE SECOND ADDITION , 00 TEM ROOD PLANE . 672.0 (PER 71. .0) ... : . ii 0- I 00 „ ,.- 7 ..... , ' . . .) 46 , - '', -' i . . 1 MISSISSIPPI ....0 ,,,,0" ', 4 , 'i t 1 -- - .,' t vr , . = A Ne ..'' . . ,5"., ' • CO- ,.. , t■ a . - i QL•1 ,,.. ., GRAPHIC SCALE IN FEET ' V IV 3 " ,,. ffinielillEi ' 41 ,------ . •• * , 42" -% s „..... 173 _..--"" -....---- /413 1- i SCALE 1 =100 FEE 0 100 200 300 ___,--- ---- r"-- Bf2" Ir •,, , / : 1NCH T .„- -.• 4: • • . .. -47.06 V / / - 11 .. • '. • 0007ES : IRON 310•341.7 MONO t , -- "" .% ,•,..§ tO t ,-.::::' ' '' i rte. % '6 0 . - - / / o Dawns . 1,e2 ma, or " 'ea, PON movumovr 2, i ''‘ „.p 1 . ..--. . , ' • OM 0 KAM CAP MARKO liCS 13.730 I, o 33117, _ ..• -- - 1, -A e S t 1F .... , . . , 4r ... / ,' ® ODO3133 .- I/3 NOY X 14 3301 OWN MOVI/MOV, Sr In14 l't ' t S .. 6. 6 . 2 I . E.-. 4$: ;:: / , / OM A 91.350C Coll. *46640 1333 OW Al ••• • .; 1 .6 . ,..09 , :;•,? h : (:) ,lit. a 3 SE7 OWN 0M1O 02.40 00 .44 3 , DOS PtAr rp . ,6 S. •X k 4 1... : •-• i i i o DOORS : 4.1011 FLOW POI MOMS OUTLOT B lor; 15e=reASZTALtr'" 4 ,,,P,,, ,..so I : _ N 8, __ AS ' , 1 501.11,1 Litlf. CC CO/7 LO7 2 , 3 20060! : GOIERIONOIT 001RAVO "MVO MI 2 Of SRO. 01. 01E LI 4 --,,,... . ..o.,. WWII 3' 4 A a A E 13. 0 3: ARE At ZOMINACt NO MIXT CASOIDOS ____-• -• — — — — ' \ R=330.00 - - - ...'" • ..,- 2364 • N eir03 E 390.00 egg , \ , \ KAAVNG ORENTAROAr I •-' N 8 0/3 SAM MO Or 03100•033 LOT .1 Or SECACN 4 IONIAIP .*, ■ ..4, TLOT ■ -'• s •z. XideAMMIZASSiff0.70.11,4100WIO Or NORMS! a A.,/ , 14 OU . 4, . N eir03 .,. .. . •••• 3 . 0 / 4' 3. ■-• t.01 ". \\ • ' EVICHMARK: atvAnon - 901.10 thiaka ma) ,> • -- , \ \ A MIRE 9,11E II 0000 OWN FAO Or A 36' IPACRIERRY IIII3O '1 ; f S i l 9 , '''' „,_!51.,•= +:-.; (I II n: „--'' \ \ LOWS) tie MORN MO NIO' IIE57 Cr OE SOVOIOISI CONN — 0 ,7017 LOT a 0 r SIrlIGN 16 --. V 0 / ,..kr ' 1 - / ;' - ' : , ,- iw 1.8 ;:; 4 : : ' ' ■ ,-: xy l 0 .. — - - • - , . . , ' •.: : 4 , , 4 , "; 4 ,1 . . • 0110 fr. ' :::)) ": ' \\ ' \ \ \ s • 0 ::: 7 '', 46.. ' t t / 3 ...N . • : -‹ is -z- Yleinitym.P ,-,-11,,, 1 ,, 10 :14 7 . ' < , \ •:, g iX °e1. •eli2446. .....' AM A cum ow • 6 ,, , C rem/ 2.2co O. 30.01 VIVW =WA , S' ej \ \ .....„, %-• ..2- ` • 4/-'4:';'1' 0 N.,t2s,N. ‘.. /7 • • •I* ) • I ..:.;„. o , , aft, .;..,, - i...* , t 4 .5 h I ra . . tvs Trai A -- '\\ 11111 a '•'••••` ..‘ \ ' 4( _ „:% 1$ ....* • • 1 26S. A. ■ ,- , \ \ c'... t. ',- ‘ ''''''r , 1 \ . OUTLOT A ' :., Swum iT and ill. townskto In. Ran5e 23 .:, ,i',\, ,,, 1 ,,, \ I *--„, „ \ , dY.\ ' •.:-.. s, 4 / I I2 I . .6' ,:.• 1 ifs C.' 4 4\ \ ‘''il .i ,,. ‘..........,,,,,,,,—....................,..... „., ,I I) \ ‘` AA., ..,, 1........r. \ C• 1 -..., 5 2 1 . * • .;; / . 4' 1 .1 / ) , .1 . Aa.44,■•",„ - s. - ..., , , 7."4.41e. • %?",,..' , ..., ' 1 ...V3 i 18 .....- / Ce....-- . , LIMR.NO WNW 1.401NANDOOKINONSIPIETIMIS At MOVOION . --- ....-, - 1 1 ,1? - ' 4 lsr,Vii:n-- .-„ :i I I I ranoR LANDSURVITORS. INN MONTICTLLO. IIINNISOTA. SWOT 3 033 SHEETS ITEM 8_1 SUMMARY FOR OTSEGO 1 -94 WEST INDUSTRIAL PARK SANITARY SEWER AND WATER MAIN IMPROVEMENTS Option #1 - Original Option Studied per Feasibility Report City Costs, Deferred Otsego 1-94 Industrial Park Per Acre Total Project Cost Until Future Dev. 4th Addition Cost Assesment Area Assessment $622,300.00 $282,200.00 $340,100.00 26.5 Ac $12,830.00 Option #2 - Consider Extending Sewer and Water to the West to Include Brett Admixtures, Trudell Trailers, and Bauerly Companies City Costs, Deferred Otsego 1 -94 Industrial Park Per Acre Total Project Cost Until Future Dev. Cost Assesment Area Assessment $697,500.00 $282,200.00 5415.300.00 51.1 Ac 58,130.00 Option #2A - Option #2 with the exception that Trude ll Trailers would be assessed on a per unit basis, and the remainder of the cost of improvements would be assessed on a per acre basis City Costs, Deferred Otsego 1 -94 Industrial Park Unit Cost Assesment Per Acre Total Project Cost Unto Future Dev. Cost (Trudell Trailers) Area Assessment $697,500.00 $282,200.00 $415,300.00 $41,530.00 36.1 Ac $10,350.00 Option #2B - Option #2 with the exception that Trudell Trailers would be assessed on a per unit basis equal to the acreage of the average lot size, Bauerly Companies is excluded, and the remainder of the cost of improvements would be assessed on a City Costs, Deferred Otsego 1-94 Industrial Park Unit Cost Assesment Per Acre Total Project Cost Until Future Dev. Cost (Trudell Trailers) Area Assessment $ 697, 500.00 $ 282,200.00 $415,300.00 $46,140.00 31.1 Ac $11,870.00 Option #2C - Option #2 with the exception that Trudell Traders would be assessed on a per unit basis equal to the largest per acre assessment. Bauerly Companies is excluded, and the remainder of the cost of improvements would be assessed on a per acre basis City Costs, Deferred Otsego 1- 94industrial Park Unit Cost Assesment Per Acre Total Project Cost Until Future Dev. Cost ( Trudell Traders) Area Assessment $697.500.00 $ 282,200.00 $415,300.00 $57,500.00 31.1 Ac $11.505.00 SUMMARY FOR OTSEGO 1 -94 WEST INDUSTRIAL PARK SANITARY SEWER AND WATER MAIN IMPROVEMENTS Option #3 - Consider Extending Sewer and Water to the West to Serve Brett Admixtures, Trudell Trailers, and Bauerly Companies. This option has been revised per the request of the property owners to show the sewer line along Kadler Avenue NE and the water main along 70th Street NE (from Kadler Avenue NE to the water tower site) to be incurred as City costs. City Costs, Deferred Otsego 1 -94 Industrial Park Per Acre Total Project Cost Until Future Dev. 4th Addition Cost Assesment Area Assessment $697,500.00 $414,800.00 $282,700.00 51.1 Ac $5,530.00 Option #3A - Option #3 with the exception that Trudell Trailers would be assessed on a per unit basis, and the remainder of the cost of improvements would be assessed on a per acre basis City Costs, Deferred Otsego 1 -94 Industrial Park Unit Cost Assesment Per Acre Total Project Cost Until Future Dev. Cost (Trudell Trailers) Area Assessment $697,500.00 $414,800.00 $282,700.00 $28,270.00 36.1 Ac $7,050.00 Option #3B - Option #3 with the exception that Trudell Trailers would be assessed on a per unit basis equal to the acreage of the average lot size, Bauerly Companies is excluded, and the remainder of the cost of improvements would be assessed on a per acre basis City Costs, Deferred Otsego 1 -94 Industrial Park Unit Cost Assesment Per Acre Total Project Cost Until Future Dev. Cost (Trudell Trailers) Area Assessment $697,500.00 $414,800.00 $282,700.00 $31,415.00 31.1 Ac $8,080.00 Option #3C - Option #3 with the exception that Trudell Trailers would be assessed on a per unit basis equal to the largest per acre assessment, Bauerly Companies is excluded, and the remainder of the cost of improvements would be assessed on a per City Costs, Deferred Otsego 1 -94 Industrial Park Unit Cost Assesment Per Acre Total Project Cost Until Future Dev. Cost (Trudell Trailers) Area Assessment $697,500.00 $414,800.00 $282,700.00 $39,190.00 31.1 Ac $7,830.00 �_- - - ---- -___ ' 1---- J / NN D ui a C 1 - Y 74'tS-T u 1191 gill IMOOkiii /144,0 ,: , , '■/ - I 01 . litO - - it s � �� Mb s 1 OTSEGO 1 -94 WEST I – _ — � ,- -- IN 1 I�STRI PARK , , / ' ` I WRIGHT / 4 PROPOSED SANITARY ` .) % — •- c p=g 0N HIGHWAY 2 llwaL / 1 J 1r 1 n'' z — — --- - ----1---.'/C & -- ' 1 '/ _ _.. '// �.\ j / � 1J \\ - �' ✓ ( ' . / BAUERLY s 1 r _ � / w" 6 • oaar I i 1 PROPOSED WATERMAIN r / \ j r i I ,,. o )I tpA Jl — 7IST SM. NE , i 1 , lc/ ° s g.; M4NNESOTA DCf CNT -OF-- 34 35 C 959.< ICI • .. CO \ --:-. -- • ....... , 11 4 Q \ ',. s',.. ''''''''''''',.,,,, NI 250 0 250 500 WATERMAIN AND SANITARY SEWER S IN FEU EXTENSION TO OTSEGO 1 -94 WEST EXHIBIT D INDUSTRIAL PARK 4TH ADDITION OT631 Land Projects- 2006 \0T631 \0T631— EXHIBIT Li --,, a w —±--- W J o U y �"' 1TIF & i . 0 E -,t i r,..., . IV 1 -- / el, alir i * 11111i / Agit t I -41uuuu l Y OTSEGO I -94 WEST _€ ^ �� - E INDUSTRI PARK ) `'---, III ,, PROPOSED SANITARY w wotrr , . OOUMY /i ADMIXTURES 4 7 4 ACRES, /7 / tAkACHEIS /./ 7RWELL / / I / TRAILERS ,�. 16. J 3tACR� — — L — i� / - - -� - -- -- r- rs-r— ar+ctcr --- -F--� N� utt l . / % gat - -1- �,� ✓� l k € ✓ /. BAUEf>�Y s AC ' a oorpA 2i i_ ^) 1 , Awes 4 PROPOSED WATERMAIN 0 i 1 ! ,) „LI ”...... i l (\, - wacar E 1 t... I 411410 , 7 n9.4 MP1 MINNESOTA—Mr CNT .OF— c� I CI j W CC M W •' I I • 1 \ :: -_ - ,_ 'Ili' 250 0 250 500 moms owl■mw WATERMAIN AND SANITARY SEWER 1■014 FEET EXTENSION TO OTSEGO 1 -94 WEST EXHIBIT D INDUSTRIAL PARK 4TH ADDITION OT631 Land Projects- 2006 \0T631 \0T631- EXHIBIT EXHIBIT E Engineer's Opinion of Cost Sanitary Sewer and Watermain Extension to Otsego 1 -94 West Industrial Park City of Otsego KITTREDGE CROSSINGS 10TH ADDITION SEWER EXTENSION Schedule "A" - Sanitary Sewer (Extension Through Kittredge Crossings 10 Addition? Item Estimated Unit Lateral Total No. Description Quantity Unit Cost Cost Estimated Cost 1 8" DIP CL 52 Sanitary Sewer Pipe (10' -12' Depth) 40 LF $24.00 $800.00 $960.00 2 8" DIP CL 52 Sanitary Sewer Pipe (12' -14' Depth) 20 LF $27.00 $460.00 $540.00 3 8" DIP CL 52 Sanitary Sewer Pipe (14' -16' Depth) 20 LF $30.00 $520.00 $600.00 4 12" PVC SDR 26 Sanitary Sewer Pipe (20' -22' Depth) 185 LF $38.00 $4,070.00 $7,030.00 5 12" PVC SDR 26 Sanitary Sewer Pipe (22' -24' Depth) 111 LF $41.00 $2,553.00 $4,551.00 6 12" PVC SDR 26 Sanitary Sewer Pipe (24' -26' Depth) 450 LF $43.00 $10,350.00 $19,350.00 7 12" PVC SDR 26 Sanitary Sewer Pipe (26' -28' Depth) 82 LF $45.00 $1,886.00 $3,690.00 8 12" PVC SDR 26 Sanitary Sewer Pipe (28' -30' Depth) 340 LF $48.00 $0.00 $16,320.00 9 12" PVC SDR 26 Sanitary Sewer Pipe (30' -32' Depth) 113 LF $51.00 $0.00 $5,763.00 10 12" PVC SDR 26 Sanitary Sewer Pipe (32' -34' Depth) 240 LF $54.00 $0.00 $12,960.00 11 12" PVC SDR 26 Sanitary Sewer Pipe (20' -22' Depth) 65 LF $57.00 $0.00 $3,705.00 12 24" RCP CL 5 Sanitary Sewer Pipe (22' -24' Depth) 237 LF $90.00 $0.00 $21,330.00 13 24" RCP CL 5 Sanitary Sewer Pipe (24' -26' Depth) 372 LF $94.00 $0.00 $34,968.00 14 Standard 48" Diameter Manhole (0' -8' Depth) 7 EA $3,400.00 $23,800.00 $23,800.00 15 Standard 54" Diameter Manhole (0' -8' Depth) 1 EA $3,600.00 $3,600.00 $3,600.00 16 Extra Depth - 48" Diameter Manhole 117.5 VF $250.00 $13,250.00 $29,375.00 17 Extra Depth - 54" Diameter Manhole 17.5 VF $260.00 $2,080.00 $4,550.00 18 4" x 12" PVC SDR 26 Wye 6 EA $120.00 $480.00 $720.00 19 4" PVC SDR 26 Riser Pipe 61 VF $12.00 $126.00 $732.00 20 Drop Connection (0' -2' Depth) 4 EA $850.00 $0.00 $3,400.00 21 Extra Depth - Drop Connection (Greater than 2' Depth) 47 VF $135.00 $0.00 $6,345.00 22 Connect to Existing 1 EA $1,000.00 $1,000.00 $1,000.00 23 Silt Fence 2400 LF $2.00 $4,800.00 $4,800.00 24 Turf Establishment 5 AC $2,500.00 $12,500.00 $12,500.00 Total - Schedule "A" $82,275.00 $222,589.00 20% Overhead for Engineering, Legal and Construction Contingencies $16,455.00 $44,517.80 TOTAL PROJECT COST (KITTREDGE CROSSINGS 10TH ADD) $98, 730.00 $267,106.80 EXHIBIT E Engineer's Opinion of Cost Sanitary Sewer and Watermain Extension to Otsego 1 -94 West Industrial Park City of Otsego SEWER EXTENSION TO OTSEGO 1 -94 WEST INDUSTRIAL PARK Schedule "B" - Sanitary Sewer (Through Otsego 1 -94 West Industrial Park) _ Item Estimated Unit Lateral Total No. Description Quantity Unit Cost Cost Estimated Cost 1 8" PVC SDR 35 Sanitary Sewer Pipe (8' -10' Depth) 550 LF $28.00 $15,400.00 $15,400.00 2 8" PVC SDR 35 Sanitary Sewer Pipe (10' -12' Depth) 430 LF $31.00 $13,330.00 $13,330.00 3 8" PVC SDR 35 Sanitary Sewer Pipe (17-14' Depth) 250 LF $34.00 $8,500.00 $8,500.00 4 8" PVC SDR 35 Sanitary Sewer Pipe (14' -16' Depth) 405 LF $38.00 $15,390.00 $15,390.00 5 8" PVC SDR 35 Sanitary Sewer Pipe (16' -18' Depth) 200 LF $42.00 $8,400.00 $8,400.00 6 8" PVC SDR 35 Sanitary Sewer Pipe (18' -20' Depth) 215 LF $46.00 $9,890.00 $9,890.00 7 8" PVC SDR 35 Sanitary Sewer Pipe (20' -22' Depth) 0 LF $50.00 $0.00 $0.00 8 Standard 48" Diameter Manhole (0' -8' Depth) 6 EA $3,400.00 $20,400.00 $20,400.00 9 Extra Depth - 48" Diameter Manhole 18 VF $250.00 $4,500.00 $4,500.00 10 Drop Connection (0' -2' Depth) 0 EA $850.00 $0.00 $0.00 11 Extra Depth - Drop Connection (Greater than 2' Depth) 0 VF $135.00 $0.00 $0.00 12 Salvage Class 5 0 SY $0.70 $0.00 $0.00 13 Reconstruct Gravel Road (w/ 2" New Gravel) 0 SY $2.50 $0.00 $0.00 14 Silt Fence 1800 LF $2.00 $3,600.00 $3,600.00 15 Turf Establishment 2.5 AC $2,500.00 $6,250.00 $6,250.00 Total - Schedule "B" $105,660.00 $105,660.00 WATER EXTENSION TO OTSEGO 1 - 94 WEST INDUSTRIAL PARK Schedule "C" - Watermain (Extend existing watermain along north side of 70 Street NE from Kadler to the west) Item Estimated Unit Lateral Total No. Description Quantity Unit Cost Cost Estimated Cost 1 6" Ductile Iron Pipe 80 LF $28.00 $2,240.00. $2,240.00 2 12" Ducitile Iron Pipe 2850 LF $30.00 $85,500,00 $85,500.00 3 16" Ductile Iron Pipe 0 LF $38.00 $0.00 $0.00 4 Hydrant w/ 6" Gate Valve 6 ' EA $2,950.00 $17,700.00 $17,700.00 5 12" Butterfly Valve 4 EA $1,600.00 $6,400.00 $6,400.00 6 16" Butterfly Valve 0 EA $2,000.00 $0.00 $0.00 7 DIP Fittings 1579 LBS' $4.00 $6,316.00 $6,316.00 8 Connect to Existing 0 EA $1,000.00 $0.00 $0.00 9 Silt Fence 2650 LF $2.00 $5,300.00 $5,300.00 10 Turf Establishment 2.6 AC $2,500.00 $6,500.00 $6,500.00 Total - Schedule "C" $129,956.00 $129,956.00 Total - Schedules "B" & "C" $235,616.00 $235,616.00 20% Overhead for Engineering, Legal and Construction Contingencies $47,123.20 $47,123.20 TOTAL PROJECT COST (OTSEGO 1 -94 WEST INDUSTRIAL PARK) $282,739.20 $282,739.20 EXHIBIT E Engineer's Opinion of Cost Sanitary Sewer and Watermain Extension to Otsego 1 -94 West Industrial Park City of Otsego Schedule "D" - Sanitary Sewer (Along Kadler Avenue NE) Item Estimated Unit Lateral Total No. Description Quantity Unit Cost Cost Estimated Cost 1 8" PVC SDR 35 Sanitary Sewer Pipe (8' -10' Depth) 0 LF $28.00 $0.00 $0.00 2 8" PVC SDR 35 Sanitary Sewer Pipe (10' -12' Depth) 140 LF $31.00 $0.00 $4,340.00 3 8" PVC SDR 35 Sanitary Sewer Pipe (12' -14' Depth) 100 LF $34.00 $0.00 $3,400.00 4 8" PVC SDR 35 Sanitary Sewer Pipe (14' -16' Depth) 55 LF $38.00 $0.00 $2,090.00 5 8" PVC SDR 35 Sanitary Sewer Pipe (16' -18' Depth) 50 LF $42.00 $0.00 $2,100.00 6 8" PVC SDR 35 Sanitary Sewer Pipe (18' -20' Depth) 50 LF $46.00 $0.00 $2,300.00 7 8" PVC SDR 35 Sanitary Sewer Pipe (20' -22' Depth) 200 LF $50.00 $0.00 $10,000.00 8 Standard 48" Diameter Manhole (0' -8' Depth) 3 EA $3,400.00 $0.00 $10,200.00 9 Extra Depth - 48" Diameter Manhole 36 VF $250.00 $0.00 $9,000.00 10 Drop Connection (0' -2' Depth) 1 EA $850.00 $0.00 $850.00 11 Extra Depth - Drop Connection (Greater than 2' Depth) 7 VF $135.00 $0.00 $945.00 12 Salvage Class 5 1750 SY $0.70 $0.00 $1,225.00 13 Reconstruct Gravel Road (w/ 2" New Gravel) 1750 SY $2.50 $0.00 $4,375.00 14 Silt Fence 1200 LF $2.00 $0.00 $2,400.00 15 Turf Establishment 0.5 AC $2,500.00 $0.00 $1,250.00 Total - Schedule "D" $0.00 $54,475.00 Schedule "E" - Watermain (Extend existing watermain along north side of 70 Street NE from Kadler to the water tower) Item Estimated Unit Lateral Total No. Description Quantity Unit Cost Cost Estimated Cost 1 6" Ductile Iron Pipe 30 LF $28.00 $0.00 $840.00 2 12" Ducitile Iron Pipe 0 LF $30.00 $0.00 $0.00 3 16" Ductile Iron Pipe 1150 LF $38.00 $0.00 $43,700.00 4 Hydrant w/ 6" Gate Valve 3 EA $2,950.00 $0.00 $8,850.00 5 12" Butterfly Valve 0 EA $1,600.00 $0.00 $0.00 6 16" Butterfly Valve 2 EA $2,000.00 $0.00 $4,000.00 7 DIP Fittings _ 1221 LBS $4.00 $0.00 $4,884.00 8 Connect to Existing 1 EA $1,000.00 $0.00 $1,000.00 9 Silt Fence 1150 LF $2.00 $0.00 $2,300.00 10 Turf Establishment 1.2 AC $2,500.00 $0.00 $3,000.00 Total - Schedule "E" $0.00 $68,574.00 TOTAL PROJECT COST Total - All Schedules $581,254.00 20% Overhead for Engineering, Legal and Construction Contingencies $116,250.80 TOTAL PROJECT COST $697,504.80 ITEM 8_3 RESOLUTION NO. 2006-58 RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS WHEREAS, pursuant to Council requesting, Hakanson Anderson Associates, Inc. has prepared plans and specifications for the C.S.A.H. No. 42 (Parrish Avenue) Signal Plans, Improvement Project No. 06 -12. And has presented such plans and specifications to the council for approval; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO MINNESOTA: 1. Such plans and specifications, dated July 24, 2006, a copy of which is attached hereto and made a part hereof, are hereby approved. 2. The city clerk shall prepare and cause to be inserted in the official paper and in the Construction Bulletin, an advertisement for bids upon the making of such improvement under such approved plans and specifications. The advertisement shall specify the work to be done, shall state that bids will be opened at 2:00 p.m. on September 7, 2006, in the council chambers of the city hall, 8899 Nashua Avenue, Otsego, Minnesota, 55330. No bids will be considered unless sealed and filed with the clerk and accompanied by a cash deposit, cashier's check, bid bond or certified check payable to the clerk for 5.0 per cent of the amount of such bid. Adopted by the city council this 14 day of August, 2006. Motioned By: Seconded By: All in Favor. Those Apposed: Larry Foumier, Mayor Judy Hudson, Clerk OT373resPIansOrdAds TYPICAL PAD WITH CONTROLLER CABINET AND SERVICE CABINET SEE INTERSECTION LAYOUT FOR CABLE INFORMATION (NOT TO SCALE) NOTES: SIGNAL SERVICE CABINET 1. THE ANCHOR RODS, NUTS AND WASHERS FOR THE CONTROLLER CABINET SHALL BE (SEE DETAIL) FURNISHED BY CITY. '� 8" CONCRETE PAD 2. 111E UPPER PART OF THE EQUIP ENT PAD SHALL BE BEVFJJ 00 OR CHANFERRED 2' RSC AND SIGNAL �� W A NEAT MANNER AS DIRECTED BY THE ENGINEER. SERVICE CABLES TO SOP 3. 711E TOP OF THE CONDUITS SHALL BE THREADED AND CAPPED AFTER / 4" RSC TO HH 1/ AT 85TH ST INSTALLATION (UNTIL CABLES ARE INSTALLED). � SEE INTERSECTION LAYOUT ' AND HH 15 AT 87TH ST 4. CONDUIT SHALL PROJECT A MINIMUM 00 2" ABOVE THE CONCRETE AND SHAH y RSC Tp • BE LOCATED INSIDE THE CABINET WHERE DIRECTED BY THE ENGINEER. 811T SHALL A � f CONTROLLER CABI in....-1 � NOT INTERFERE WITH THE CABINET FUNCTIONS (SUPPORTING MEMBERS. ETC.). ANGLE IRON BASE iRAYE 5. CONCRETE 005 3A32 OR EQUAL SHALL BE USED FOR THE EQUIPMENT PAO AND a SIGNAL CONTROLLER SIDEWALK � � CABINET B ITH 3" RSC STUBBED OUT . 0061010155 W BOTH ENDS TERMINATING WITHIN THE PAD SHALL NOT BE (THREADED AND CAPPED INSTALLED BELOW THE CONCRETE. BOTH ENOS) 7. THE EXACT LOCATION OF CONDUITS WITHIN THE PAO SHALL BE DETERMINED BY THE ENGINEER IN THE FELD. r i \ / 2" RSC AND I LUWNAUIE� CABLES TO HH 1 PREFORMED JOINT FILLER • • 1' RSC TO NH 1 1" CONCRETE WALK SEE INTERSECTION LAYOUT ABBREVIATIONS PLAN VIEW 3 -2 (.9) - SIGNAL FACE PHASE "3"- N0. "2" PED - PEDESTRIAN EN. - BLUE R - RED BL/BLK - BLUE WITH BLACK TRACER R A 5 - REMOVE AND SALVAGE B' -B" IRK - MACK 9/BLK - RED WITH BLACK TRACER SERVICE CABINET BLK/WH - BLACI( WITH WHITE TRACER ALTA - RED LEFT TURN ARROW 8R. GR. - BARE GROUND ARTA - RED RIGHT TURN ARROW CH. SW. - CHECK SWITCH R50 - RIGID STEEL CONDUIT SIGNAL C111 - CLEAR SOP - SOURCE OF POWER CONTROLLER 9) 02 -1 (. - DETECTOR PHASE "2 "- 610. "1" _ _ CABINET _ _ `GROUND UNE DWK - DON'T WALE SPR - SPARE /// EQO - EQUIPMENT GROUND ST LHT - STREET UGNT �...: _ . EVP - EMERGENCY VEHICLE PRE- EMPTION STA - STATION - F & I - FURNISH AND INSTALL SW - SWITCH FL - FLASH /FLASHING SWD - SWITCHED ♦ f 6 - GREEN TOW - TELEPHONE DROP WIRE O /8LK - GREEN WITI4 BUCK TRACER Ell - WHITE • GM - GREEN LEFT TURN ARROW WH /BtX - WHITE WITH BLACK TRACER J GRN - GREEN ELK - WALK t , ' OR. RD. - GROUND ROD YEL - YELLOW r i GM - GREEN RIGHT TURN ARROW ETA - YELLOW LEFT TURN ARROW CONDUIT G11* - GREEN THRU ARROW YELL - YELLOW RIGHT TURN ARROW � / A F A D CONCRETE NH - HAN8H08E 09010610 800 (5/8" DIA X IS' LONG}/ HP HIGH PRESSURE A LIO4 FRONT VIEW 005 CR - INSULATED IOC .- IN METTAL. SYMBOLS INSULATED GROUND J8 - JUNCTION 800 3' LED - LIGHT DOTTING DIODE $ - EQO CONNECTION 3 IN • NEU - NEUT RAL - NEUT RAL A L /1> - EVP DETECTOR DIRECTION SIGNAL NTROLLER - 0 - ORANGE NEC CO - LIC CONDUIT Q - LIWWAIRE 610. 1" CABINET 0 ORANGE OS - SIGNAL. BASE N0. / I \ 0 /BU( - ORANGE 100TH BLACK TRACER P2 -2 ( .9) - PE DESTRAN INDICATIONS ('WISE "3" 610. "2" © - soma FACE NO. /" CONCRETE WALK ! pa - PUSH B8T P82 -1(.9) - PUSH BUTTON PHASE "2 "- N0."1" —.— - SPLICE 18" CONCRETE PEC - PHOTOELECTRIC CELL - 1 1 FOR KATE AND UTILITIES SYMBOLS SEE TECHNICAL MANUAL SIDE VIEW DAtE ..---- 1�4�4�p4,�1 ms LAY O OMR a EQUIPMENT PAD LAYOUT sx1E` Lam "` M b "r, "'+ JEJ Hakanson 11%1 . 0 004 L A., HOC. n ssoc TRAFFIC CONTROL SIGNAL SYSTEM 3 0 17 Civil Engineers Anderson on s , ssoc . Mt w •A ` F ~ M S 5 8/oe 3601 Rude. A,�.., A�wo, 1e.w.a KM CS.A.H. 42 (PARNISH ST NE) M9 010. 783- 127 -5860 FAX 713- 127 -0120 46 W. >J .- _ ..p....w...A ..-..r�. D , a 7` YF', ,tr... Jam_ RA 07373 _ •••.A•L^^+^^-.n1.r.onean TB B cRiA a 9 R AD CITY OF OTSEGO, MINNESOTA SHEETS 1373 SCHEDULE OF QUANTITIES STANDARD PLATES THESE STANDARD PLATES AS APPROVE0 BY FNWA SHALL APPLY Bid Schedule "A" - CSAH /12 SIGNAL PUNS Estimated Item No, Spec. Ref. Description Unit Numbor of Units PLATE NO. DESCRIPTION I 2565.511 Full T Act T Control Signal System at 8510 51) SIG. SYS. 1 BI IOD TRAFFIC SIGNAL BRACKETING 2 2565.511 Full T Act T Control SWIM System at 87th 51 51G. SYS. 1 POLE MLURAC) 3 2565.616 Revise Signal System (at CSAH /39 SIC. 5Y5. 1 4 2565.601 Traffic Control InlerconnecNon LUMP SUM 1 81110 TRAFFIC SIGNAL BRACKETING (PEDESTAL MOUNTED) 81120 PEDESTAL FOUNDATION TRAFFIC CONTROL SIGNALS 8114A P.V.C. HANDHOLE /PULLBOX NO VEHICLE LOAD 81150 PEDESTRIAN PUSH BUTTON SIGN LEGEND INSTALLATION SIGN SIGN SIGN SIZE SIGN SIGN REMARKS ESTIMATED 81180 SERVICE EQUIPMENT 6 POLE LEGEND NO. (()) "X INCHES MESSAGE COLOR I I 510 L) a 10" P00 PUSH BUTTON SIGN BLACK ON WHIZ IC C I BLACK ON WHTE AT 85TH & 67TH ST. 8 E AT 8506 & 87111 5T. 8 81190 TRAFFIC SIGNALS GROUND MOUNTED WHITE ON GREEN MAST ARM MOUNTED ON POLES a CABINET FOUNDATION (2) 03 36 COUNTY 42 1 4 4 AT 85TH & 87TH ST. MAST ARM MOUNTE0 ON POLE5 2 8121E TRANSFORMER BASE ' • (2) 83 66 "524" 85TH 5T. WHITE ON GREEN 3 8 6 AT 85111 ST. AND POLE BASE PLATE MAST ARM MOUNTED ON POLES 2 81220 PEDESTAL AND PEDESTAL BASE (2) 03 66 "024" 87TH ST. WHITE 09 GREEN 3 & 6 AT 87TH 5T. (FOR TRAFFIC CONTROL SIGNALS SUPPORT) PEOE5 01414 PUSH BUTTON SIGNS (RI0 -40) SHALL BE INCIDENTAL TO THE SIGNAL SYSTEM. 8123E POLE ANO MAST ARAI MA5T2A811 MOUNTED STREET NAME SIGNS ARE INCIDENTAL TO THE SIGNAL SYSTEM. 8124E MAST ARM SIGNAL HEAD MOUNTS 81266 POLE .FOUNDATION (PA 90 AND PA 100) 5130D SAW CUT LOOP DETECTORS TYPE "0" SIGNS N0. OF LOCATED ON r 'T 51GN N0. POSTS POST S0. FT. A MAST ARM 6 ,A �'1? ,�]' e4� qsA TI PANEL 512E RED. PER SIGN SPACING PER SIGN POLE NO. . 4.4 85th St e" 24 0-3 3 8"X43" 2 N/A N/A 12.0 10' 1 85 / ST O 3" I D -3 36 "X43" 2 14/4 N/A 12.0 14' 18710 4 0 ST D -3 66 "X24" 2 N/A N/A 14.0 9' 3 8 6 1 8 ♦ 29.1 r 12.1 8.4" 85TH Si 42 I 68. i p -3 66 "X24" 2 N/A N/A 14.0 3 7H6S7 b 3 .0" RADIUS. 1.0" BORDER. MITE ON GREEN: I. MAST ARM MOUNTED EET NAME SIGNS 4 8510 51 MOD: ARE 54CIDEN7AL TO TH SIGN SYSTEM. 6p <V V 1 SIGN NO D- DETAIL c = 1 1 4.4 1-.--- 24 _-{3 OVERLAYS --{e so. FT. 38 $., 96 / 5 Sy1 5 4 S y' , e" 1 SIGN CODE QUANTITY SIZE LEGE PER 0 -3; 36" s b• 8 7th S t PANEL ND OVERLAY 6.0' Rodlus, 1.3' Bader. White on Gr.. 8 " 24• D - 3 101 -6A 4 24')424" CSAH 42 Double I.eded Arrow 5 - 24.0 0' . SIGN D -3 DETAIL e" I NO SCALE '' TYPE "D" SIGN NOTES; I sae• I 211.1" a" 13• I Iz.l I e. 8•� S 405 STRUCTURAL PG. 105E & Lose 1. FOR STRUCTURAL R STARS, TYPE "D" SIGNS. SEE STANDARD 3.0" RADIUS, 1.0" BORDEN, WHITE ON GREEN: 2. FOR TYPE O STRINGER AND PANEL JOINT DETAIL, SEE STANDARD • 331h 51" E MOD: SIGN MANUAL. SIGN D -3 DETAIL NO SCALE I � 0rI S MI W., XNsR aR a STANDARD PLATES, SCHEDULES EL` aE REVISION «Z., w H "'Y ,E, Hakanson Anderson Assoc., Inc. 2 r 1; \ � ' M ow En91.en and Lana Surveyors OF QUANTITIES & SIGN DETAILS , 3101 Rr.w.n Ave" Matta Monads 55303 CS.A.H. 42 (PARRISH ST NE) 17 *u1.1".°11 + ` L ..11091 PL MI • 5 `M 163- 027 -5390 7W-4V-0520 o T1De aRSA ROAD CI)Y OF OTSE00. MINNESOTA s"FC,s " 117. 30011 - l:.r. ..VHI.v..Vonnt imJ. ,.... _ ' tr. im - , 5 ,. - RJR 0T373 m UTS SH CSAH (PARRISH AVE) SIGNAL PLANS °OVERNIN °SPECIFI °ATION3 OF TRANSPORTATIION N STANDARD ( SPEC ICATIIONS MINNESOTA DEPARTMENT OF TRANSPORTATION SHALL GOVERN. ALL FEDERAL, STATE AND LOCAL JAWS, REGULATIONS, AND ORDINANCES SHALL BE COMPLIED WITH IN THE CONSTRUCTION CITY OF OTSEGO, WRIGHT COUNTY, MINNESOTA of THIS PROJECT. MINNESOTA STATE AID PROJECT XX- XXX -XX ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE MMUTCD. INCLUDING FIELD MANUAL FOR TEMPORARY TRAFFIC CITY IMPROVEMENT PROJECT 06-12 CONTROL ZONE LAYOUTS, JANUARY 2004. NE 1/4 OF SECTION 22, T 122 N, R 23 W CITY OF OTSEGO PROJECT 06-12 SHEET INDEX THIS PLAN CONTAINS 17 SHEETS 1 Title Sheet PROJECT 3 -5 Details Plates. Schedule n of Quantities and Signing Details LOCATION 4 4 * 6 CSAH 42 k 85th Street Intersection! LayoutPlon =^f / = 1 7 CSAH 42 & 85th Street Field Wring Diagram ,y 4 / j d1 I , 8 CSAH 42 Traffic Signal Interconnection System CSAH }83ROI11 STREET] �� ,�___.. ' p i. � - -- - `1 5 f 9 CSAH 42 x 87th Street Intersection' Layout Plan ® . - -_` e. 10 CSAH 42 O: 87th Street Add Wiring Diagram ._ ter\ II. sr CSAH Existing I Traffic Signd Interconnection Plan c System "-- 4mI T 74f# f -- \ \ ; i p 2 11 ial n d Wiring q Owgmm Layayvul Plan n 9 1 t"'- \ \ \ - 1 I A �, t 13 Ex FIel14 Existing Signal System Salvage / Removal Plan 4 , \ \ \ O 1 15 CSAH 42 k CSAH J9 Ultimate Intersection Layout Plon \ \ \ y _,zy n. . - - --� - . � Signal Interconnection I6 CSAH 42 8 CSAH 39 Ultimate F Wiring Diagram Al l \ \ k 4 17 CSAH 39 Traffic g Layout Plan \ ' 6111T14 717:7 - ‘, ' x I - 1 RECOMMENOEO FOR APPROVAL PECT T.,: 1 LOCATION "I : »e Om sr 26052 04/24/06 I " / � P ' - I � RONALD J. WAGNER P.E. License No. Dale 4 l `i I -,R7TM STREET w JI L_ _ I � � ®` EE 99 ff PP �.4. PROJECT WY ENGINEER 11 I 4.4 r j � — __ :. PROJECT - - .. '4%, R -.. -. - - --� 7 i -4-1:0"="":77- ' p , a WRIGHT COUNTY ENGINEER VIAYNE A. FINGALSON, P.E. Date LOCATION ,'., .,, - I x j CC � � c I s fASy STREET I I 1 1_ I. f . v i . �. - . 9 I 'yy�W I 1 1 - r 1 I y - DISTRICT R STATE AID ENGINEER E Dale L- Jlt u �4i ~/I � I I 1 G L� f— 4�y;� �� I I I : I •�. - � .- � ::::::: oNFUeIIR COaPL1ANC wTH STATE f : Data '4, '' uy��, 1 J �• �. n on 91wR �• 1 hereby cwllfy Ihot Mls plan, sPecificol'on, w t a V 11 PrJwed ey ma w untler my dir l peMzi fe may(t ! F. I N � �` ` _ tl I 9 om o dul a of M in Professional Enine �rf I` z Y % r Wam..W^2wt 1 V,�h e \'.J � 6 ,'i %� ? of the stole of MMnesalo� ,�W 2 7 �� i\ , �� I ' ' I. ` r, aF 12851 07 /24 /06 ,' 400 o 00 e0a 1000 0 1000 2000 HAKAN �ANDERSON INC. Lrcenas No. Dote 14. L OCATION MAP FAT VINICITY MAP sou ET DATE REVISION BERM If it li � NMI IA IN S.$ 11E CE MAT SUOSURF RT 0OM R 00 WRO In RAN E � -+ D1RRT OBERT IML'C'. RIE UMW WART Ia to M MRO IB Da a ATOMOMG HE BAIO AnO�q n � ,.,vi OF CMASCE 311-02. BURRED 'SIAXGAM come ' ■� He OfSOfI d Ass c.,lnc. State Aid Project No. XX- XXX -XX (CSAH 42) S s COY Or OTSEGO SACS MUT uracrox a BRIMS : U 44•4% Om* WU 3i =FIT COUNT IRME4otA 00.40 -w Mt 7 1) 4 04 1 1 1 1 SHEET 1 OF 17 SHEETS CABINET BASE DETAILS CONSTRUCTION NOTES 1. THE SERVICE CABINET SHALL BE FABRICATED FROM FORMED AND WELDED NO. 12 GAUGE COLD ROLLED STEEL CAPPED ROOF 2. ALL HINGES. HINGE PINS. AND LOCKS SHALL BE OF NON- CORRODING MATERIALS. f -15 1/4" 3. THE SERVICE CABINET DOORS SHALL 80 ATTACHED TO THE ENCLOSURE WITH NON - CORRODING TYPE TAMPERPROOF CARRIAGE BOLTS. THE METER COMPARTMENT DOOR SHALL BE SECURED WITH AN OVER CENTER DRAW LATCH AND DUAL LOCKING FIXTURE WITH LOCK. THE CIRCUIT BREAKER 1 1/6 [---Is" ---�I —1 I / 0 ' 14 " , � COMPARTMENT DOOR SHALL BE SECURED WITH A STANDARD POLICE LOCK EQUIPPED WITH A SWING DOWN PLATE WITH TWO (2) KEYS. I I I 4. BOTH DOOR OPENINGS SHALL BE SEALED WITH NEOPRENE GASKETS TO FORM A COMPLETE SEAL WITH THE ENCLOSURE. T � �� ` Fr_.....13 4" WITH OPEN 5. THE VIEWING ANO PHOTOELECTRIC CONTROL WINDOWS SHALL BE CLEAR LEXAN MATERIAL - 7" X 7" MINIMUM FOR VIEWING WINDOW AND X 4" 14 " — � BOTTOM FOR PHOTOELECTRIC CONTROL CELL WINDOW. 18 1/4" 14" 12" 12" 6. THE SERVICE CABINET SHALL BE PROTECTED INSIDE AND OUTSIDE WITH A RUST INHIBITING RED IRON OXIDE ENAMEL PRIMER AND FINISHED WITH AN OVEN BAKED ENAMEL (SILVER). ® V + � 7. CIRCUIT BREAKERS SHALL BE 120 /240 VOLT AC, 60 Hx. AND SHALL BE CLEARLY MARKED WITH THE "011" AND "OM POSITIONS AND IDENTIFIED 1 I/6 "J / WITH THE LOAD WHICH 11 15 CARRYING (E.G. "SIGNALS" OR "LIGHTING") .ALL CIRCUIT BREAKERS SHALL BE CLEARLY MARKED IN A MANNER THAT WILL NOT DETERIORATE WITH MOISTURE OR AGE. FULL _� METER DEPTH DOOR ARrMENT 6. SHORT CIRCUIT RATING - 10,000 AIC SYMMETRICAL. STEEL N BARRIER 9. PROVIDE CLEARANCE TO INSTALL OR REMOVE PHOTOELECTRIC CONTROL 1" DIA. MTG. HOLE (4) 'I 7" l■- OB 10. PHOTOELECTRIC CONTROL 11115 SHALL BE ORIENTED TO ELIMINATE INTERFERENCE BY MANMADE LIGHT SOURCES. PHOTOELECTRIC CONTROL LENS FOR 3/4" DIA. X 111" LONG ANCHOR ROD (4) SMALL NORYMLY FACE NORTH AND EAST. (TIN /DOT 3335 -TYPE A) GALVANIZED COVER FOR O 6" ((ALLOW FOR 5100 00 CABINET R 11. CIRCUIT 11. ALL CONDUIT ENTERING FOUNDATION SHALL BE SEALED WITH AN APPROVED DUCT SEALER. FULL LENGTH WITH WASHER AND NUT BREAKER ACCESS 1" OVERLAP) 12. THE SERVICE CABINET SHALL BE U.L LISTED AND APPROVED FOR USE AS OUTDOOR WEATHER PROOF SERVICE ENTRANCE EQUIPMENT. 13. THE SERVICE CABINET SHALL BE WELDED TO THE BASE IN ACCORDANCE WITH U.L. STANDARDS. BASE LAYOUT TOP ELEVATION 14. SEE INTERSECTION LAYOUT FOR REWIRED NUMBER OF LUMINAIRES AT EACH INTERSECTION. FEED POINT WIRING DIAGRAM MAIN SERVICE • PHOTOCELL 120/24031. SINGLE PHASE. 3 WIRE / " 1.1 12 \ METER SO CKET SERVICE CABINET DETAILS VP 1/d 2 200 AMP r C ON POWER TROY 5 TERMINAL RIMLESS WINDOWS CAPPED ROOF 1 �� II'� WINDOWS FOR LIIYINAIRE PAR SOCKET WITH WINDOW FOR Noel W. MECHANICAL BYPASS PHOTOELECTRIC CONTROL G o G a CONTROL PHOTOELECTRIC 6 R I , -METER BY OTHERS- per, METER VIEWING WINDOW � 'I _ � METER SOCKET IA E LI -_LL .. 1/C • I I (METER BY OTHERS) BLK I 7ESf { 3 8111 BIN 100A/2P _ ITM� OP 3•• '� ' CYET PHOTOELECTRIC DISCONNECT L. I`I 5" DE EP jf CONTROL 1 ,ryR�B.1II 1 H8IAED %TETER COMPARTMENT J STEEL BARRIER (SEE NOTE) ROD GROUND '' I z > - '— DOOR ...: OVER CENTER IC 1 • I _ WM MAIN - D LATCH , I A i a 068.1 DEPTH STEEL 1 PHOTOELECTRIC >2x22,:, BARR R 4L SIIAPW) BETWEER ®� I I E NCLOS E CW PMMAR # 'I, Ii ENCLOSED WITHIN SIGNAL SYSTEM LUMINAIRES I5A IUWRApIE Y AND CONOARY I GREENFIELD li -� 11E COMPARTMENT DOOR LUYINURE LUWNAIRE 0 I P O .,,I ifj TEST SWIT Y TERED W /SWWO DONT HATE I STANDARD PIXNCE LOCK 15A/1P I , VI/SWING DOWN PLATE STAINLESS STEEL R Y _i_ �— (TYPICAL) ® 0 I � LOAD CENTER ' A/A/1 < ( -_ �l ANGLE IRON BASE FRAME �_ i CRN:uIr BREAKERS 15 i t WMINMRE C�1 C — — _ . . 1 �� - BASE GASKET WITH 1 /2" O 1- 10A MARL LUMINAIRES© R — . - - 1 CONTACTOR 2- 4 � GAP FOR DRAINAGE A AV 3 SCPCWS, ONE SIP. (SIGNAL) ~ OF WHICH SHALL BE 2- 15A/1P. (LUMINAIRES) – p ____ T A SEALING SCREW 1- 15A/1P, (PHOTOELECTRIC CONTROL CELL) -. BREAKERS r LUMINAIRES L V FRONT ELEVATION FRONT ELEVATION RIGHT SIDE ELEVATION "`"lI�JJJJ"�' 60A/I> (METERED MINER) e--‘ DATE REVISION 1 wag aNdy OWN NN Non e o6R N.1 .. Hakanson Anderson Assoc. Inc. \ O .0ITT or SIGNAL SERVICE CABINET DETAILS 4 JEJ � at " "0 P w re x lini Cron E.yee... on* Loo* 5 TRAFFIC CONTROL SIGNAL SYSTEM Ca 17 5/26/06 3e01 Bunten Aw., Anoka Brenda ae 55.103 SS31L7 C.S.AH. 42 (PARRISH ST NE) m. m - : =AR /M IS 763- 427 -5060 FAX 763- 427 -0520 - �, K „ - 100 �,,,,,�, e ,,,, w ,,,, - ,,,,,,.,, 00373 ' - - - __ RdW 07373 ....nam..w� ww.r.eo<w�. ON TII GRRA ROAD CITY OF OTSEGO, MINNESOTA ALII [rs TYPICAL NMC LOOP DETECTOR LAYOUT LOOP DETEIICR GENERAL NOTES: TYPICAL NMC LOOP DETECTOR INSTALLATION (CENTERED IN THE LANK) NEW BITUMINOUS OR CONCRETE PAVEMENT I TRAF 1. SEE SPECIAL PROVISIONS FOR REQUIRED LOOP DETECTOR CONDUCTORS AND SPLICE KITS. TRAFFIC LINE /GUTTER OR T. 2. THE 3/4" NONMETALLIC CONDUIT (NMC) AND FITTINGS SHALL BE TOP O PAVEMENT I - - "� / SHOULDER SCHEDULE 40 HEAVY WALL RIGID POLYVINYL CHLORIDE (PVC). SEE SPEC. P 3803. O 3. THREE CORNERS OF EACH LOOP DETECTOR SHALL BE A 90' FACTORY e ELBOW (6" RADIUS). THE FOURTH SHALL BE A NMC TEE C0NDULET. • - 10 HANDXOLE 6' X 8' NYC 4. APPROVED PVC PRIMER AND CEMENT SHALL BE USED FOR THE PVC JOINTS. LO DETECTOR 5. ALL SLACK MUST BE REMOVED FROM LOOP DETECTOR CONDUCTORS WITHIN _ r MINIMUM O (CENTERED IN THE NMC. (B TTO CONTINUOUS NMC 761 IANF) (BOTTOM OF TEE CONDULET TO N HANDHOLE / N 6. THE LOOP DETECTOR ROADWAY CONDUCTORS (I /C /14) SHALL BE TWISTED CONDUIT) THREE TURNS PER FOOT FROM THE NMC TEE CONOULET TO THE HANOHOLE. BOTTOM O PAVEMENT DEPTH VANES 6' % 8' NMC LOOP DETECTOR i'� ( ) CENTERED IN DRIVING LANE 7. ATTACH A FERROUS METAL ITEM TO THE INTERIOR OF THE TEE CONDUIET COVER. 8. EACH DETECTOR CONDUIT TO THE HANDHOLE SHALL BE SLOPED TOWARDS DS T HE HANDHOLE. INPLACE BITUMINOUS PAVEMENT T 9. LOOP DETECTOR CONDUITS TO THE HANDHOLE MAY BE PLACED WITHIN THE SAME TRENCH. F. Q. TRENCH TRAFFIC LANE 10. THE LOOP DETECTOR ROADWAY CONDUCTORS SHALL END IN THE HANDHOLE. TOP OF PAVEMENT--- 2' MIN Q TRENCH GUTTER OR 6' X 6' Kw S 2' YIN HOULDER LOOP DETECTOR 1 3' MAX (CENTERED IN 11. NO SPLICES ALLOWED IN CONDUIT TO TEE CONDUIT. 3' YA% B O 1 THE LANE) 12. THE LOOP DETECTOR ROADWAY CONDUCTORS AND THE LOOP ' 1 + DETECTOR LEAD-19 CABLE CONDUCTORS SMALL BE PROPERLY TO HANDHOLE —( PRARED AND CLEANED 8Ef006 SPLICING. li1 — 6' (BOTTOM OF 13. SPLICE EP KITS SHALL BE INSTALLED IN XANOHOLES IN SUCH A MANNER TRENCH OR AS TEE CONDULET AS TO ENSURE THAT EACH SPLICE KIT I5 SUSPENDED AND/ OR SECURED DIRECTED BY THE _ NEAR THE TOP O THE NANOHOLE TO THE SATISFACTION OF THE ENGINEER ENGINEER) CONTINUOUS NMC y CONDUCTORS IS NOf KITS A C N E 0 ELECTRICAL CARIES AND 6' CONDUIT X 6' NMC LOOP DETECTOR TO HANDHOLE IN DRIVING LANE 14 8 XICAL SIZE OF LOOP DETECTORS S RE 6' 6, 6' X 1� NOTES: QB VARIABLE DEPTH - MAINTAIN DRAINAGE TO HANDHOLE FOR SPECIFIC LOOP DETECTORS TO BE PLACED. CONDUITS WITHIN 15. ALL LOOP DETECTORS SNAIL HAVE 4 TURNS OF CONDUCTORS. I. USE THE ACTUAL LOOP DETECTOR TO BE PLACED FOR MARKING THE PAVEMENT FOR MIWNG SAYE TRENCH SHOULDER LOCATION. 2. MILL PAST THE CENTER OF THE CONDUIT TO BE PLACED. 3 SEPARATE I 3. ACHIEVE A MINIMUM 2 VERTICAL EDGE ON ALL CUTS. CONDUITS \ ENTERING HANDHOLE \.DUKDUIT AN0 CABLES 4. AN AIR COMPRESSOR UNIT (50 HP) 15 REQUIRED FOR REMOVING ALL LOOSE TO CONTROLLER AS MATERIAL FROM TRENCH PRIOR TO TACK COAT APPLICATION. HANDHOLE REQUIRED IN PLAN • TYPICAL NMC LOOP DETECTOR DETAIL— (6' X 15' LOOP) 5 OF AILED AREA RUSE UNIFORM MULSIFIED A PER 55P M EC µ2 2357.2A IY I 6. USE MIXTURE TYPE LV4 WEARING COURSE (MIXTURE LVWE450308) TO BACKFILL THE TRENCH. OTHER WEARING O COURSE MIXTURE TYPES ARE ALLOWED WHEN APPROVED BY ENGINEER. (AGGREGATE SIZE 'A' I5 REQUIRED). .1.1c \ 7. THE USE O PETROLEUM DISTILLATES AS AN ANTI - ADHESIVE AGENT IS NOT ALLOWED. REFER TO MN /DOT TECH. MEMO N0. 94- 16- MR6 -05 DATED 3/10/94 FOR ADDITIONAL INFORMATION. U 90' FACTORY 0 B. COMPACTION SHALL BE OBTAINED BY THE ORDINARY COMPACTION METHOO/BACKFIJ. THE TRENCH ELBOW V/1714 A MINIMUM 01 TWO UFTS AND COMPACT EACH LIFT. BEFORE COMPACTING THE FIRST LIFT ENSURE S (TYPICAL) ) O THIS DIMENSION VARIES ACCORDING THAT THERE 13 ADEQUATE MIXTURE ON EACH SIDE AND ABOVE THE CONDUIT 50 THAT THE CONDUIT . TEE CONDULET TO LOOP SIZE I5 NOT DAMAGED DURING COMPACTION OPERATIONS. (WITH ACCESS 9. COMPACTED MIXTURE IN THE TRENCH SHOULD BE LEFT 1/4' i0 1/2' ABOVE THE ADJACENT /y / /((�� •_ - ' 091 :NIEO TO TOP) PAVEMENT SURFACE TO PROVIDE FOR ADDITIONAL COMPACTION BY TRAFFIC. COUPE INIG O i �- 3/4" NMC SHALL BE CONTINUOUS FROM TEE TO 10. APPLY A BITUMINOUS 000 SEAL ON THE NEWLY COMPACTED MIXTURE TO PROVIDE AN (TYPICAL) INSIDE O HANDHOLE (LENGTH AS REQUIRED) ADDITIONAL SURFACE SEAL (EMULSIFIED ASPHALT 2355.2A). DRY SAND SHALL BE 14 -4' SPREAD ON THE FOG SEAL TO PREVENT MATERIAL PICKUP AND TRACKING. HANDHOLE • WELL END %: YIN11RR1 8' O CONDUCTOR IN HANDHOLE. SEE SPECIAL PROVISIONS FOR SPLICE TO LOOP DETECTOR LEAD IN CABLE IN HAND HOLE. OA1E REVISION I 1An W artily n NK MA piss .. , .. MANN _ :ICI L4=J:!:: , 1 ‘' �F JE,I Hakanson Anderson Assoc., Inc. 6P LOOP DETECTOR DETAILS Limn. rM y" a» rA N5 A1 *6914... ova sl,� .P«. TRAFFIC CONTROL SIGNAL SYSTEM S T �a� ADS 5/26/06 IIW ROI Seo1 TAUNr1 MA. MA. Yinnpab 56703 C.S.A.N. 42 PAAAISH ST NE 0 WON REIN 763- 427 -5680 FAX 783 - 427 -0020 . ,, `" .. ° , ' : , , iOc H ,,,' ; - ,,,,,,, R „ � ,, ,wRRw 1 a. , +•�. , « y,y �"r „�,,,,, R.w GT373 mAchakanwn- .w..en.com III c RSA CITY OF OTSEGO MINNESOTA 17 SH EIS • NMC LOOP DETECTORS (3) PA 100 POLE FOUNDATION ® PA 100 POLE FOUNDATION NOTES; TYPE PA100 -A -50-040 -9 (DAVIT AT 357) TYPE PA/00 -A -50 -040 -9 (DAVIT AT 3509 1 1. SEE SPECIAL PROVISIONS FOR PEDESTRIAN INDICATIONS, NUMBER SIZE (FEET) LOCATION 2 -0NE WAY SIGNALS OVERHEAD AT O' AND 23' 2 -ONE WAY SIGNALS OVERHEAD AT 0' AND 23' I I ' I LED INDICATIONS, AND CITY FURNISHED MATERIALS. 2 -TYPE FOB POLE MOUNTED AT 97 AND 187 2 -TYPE BOB POLE MOUNTED AT 97 AND 180' X 2. EACH SIGNAL FACE SHALL HAVE A BACKGROUND SHIELD. 176T•IONIF)i:fiNE ONE WAY EVP DETECTOR AND CONFIRMATORY ONE WAY EVP DETECTOR AND CONFIRMATORY F'I ■ 1 � UGHTS - PHASES 3 AND 0 LIGHTS - PHASES /AND 7 Y 3. LOCATIONS OF POLES, PEDESTALS, HANDHOLES AND BTl1a�Y731, LUMINAIRE -250 W HPS LUMINAIRE -250 W HPS LOOP DETECTORS SHALL BE DETERMINED BY WRIGHT 0 t K131:EM :li 2 -PED PUSH BUTTONS AND SIGNS (R10-4b) 2 -PED PUSH BUTTONS AND SIGNS (R10 -4E) COUNTY TRAFFIC OFFICE PERSONNEL. 111 EXTEND TO 112 2 -1 HH 1 EXTEND TO NH 8 t1'�t3i:f1� 3" RSC 3" RSC 7 1 I 1 4. FOR TYPE "5" SIGNS SEE SHEETS 2. ■15utb�Fii 2 -1/ 2 C 2 C t2 10. ' .3i7.1i 1 -5 /C /12 1 -S� �12 S. 3/4" HALF COUPLING, 3/4" PIPE NIPPLE AND CONDUIT II1Z1M� ■ 2 -3 C 12 2 -S C 12 - PREEMPTION ") FUTURE LANE USE OUTLET BODY FOR EMERGENCY VEHICLE PREEM ■�BB=3j7.� ., 1 -3 /C 20 1 -3 /C 20 1 OUTLET B SHALL 7 EMERGENCY FURNISHED AND MAST �� ® PEDESTAL FOUNDATION ® PEDESTAL FOUNDATION = I APPROXIMATELY 6' FROM THE END OF MAST ARMS 3t6 10' PEDESTAL POLE AND BASE 10' PEDESTAL POLE AND BASE 2" NYC APPROXIMATELY f7' FROM THE END OF MAST ARMS It {. ■MINI I33� TYPE 1A PEDESTAL MOUNTED TYPE IA PEDESTAL MOUNTED 2 -2 /C 114 -�I d i — CURRENT LANE USE ' T EXTEND INTO 1111 3 EXTEND INTO HH 10 7. ALL LOOP DETECTORS SHALL BE NON- METAL - 6. FOR SERVICE CABINET DETAILS SEE SHEET 4. •' U `�� LIC BLF1>:7�H'G>i i -5/c 112 I- 5 /C - (– WI. g1�Y'TS� CONDUCT (NYC) TYPE. FOR NMC LOOP DETAILS SEE BiFII1 MA= ® PA 100 POLE FOUNDATION ® PA 100 POLE FOUNDATION SHEET S. NM =WET•• TYPE PA100 -A -40 -010 -9 (DAVIT AT 357) TYPE PA100 -A -10 -040 -9 (DAVIT AT 357) I „�• 4" RSC B. FINISHED CROUNDIJNE SHALL BE WITHIN 6" OF THE ■T MIN =Y'Ti� I -ONE WAY SIGNALS OVERHEAD • 0' 1 -ONE WAY SIGNALS OVERHEAD O 0' ffff' 4-12/C 112 TOP Of THE CONCRETE SIGNAL POLE FOUNDATIONS. I)II•WE(idIMIll 2 -TYPE BOB POLE MOUNTED AT 97 AND 187 2 -TYPE NOB POLE MOUNTED AT 90' AND 187 N 4-3/C / /12 12 PROVIDE AND PLACE FILL AS NECESSARY. O L361 WFGM� ONE WAY EVP DETECTOR AND CONFIRMATORY ONE WAY EVP DETECTOR AND CONFIRMATORY ■Yg'1B =�1ECi UGHT-PHASE 2 AND UGHT -PHASE 1 AND 8 j I 15-2/C / 9. ALL HANDNOLES SHALL BE PVC TYPE WITH METAL Ol)C1 � MMiff LUMINAIRE - 250 W MPS LUMINAIRE - 250 W HPS } / FRAMES AND COVERS. t�1�)F'T� 2 - PED PUSH BUTTONS AND SIGNS (R10 -4E) 2 - PEO PUSH BUTTONS AND SIGNS (R10 -46) 1 ° 'h 2-3/C /20 I a7 EXTEND INTO HH 4 EXTEND I HH 12 } I " 4 f- • THESE ITEMS (MASTER CONTROLLER, CABLE, CONDUIT 3" RSC 3" RSC 3' RSC LA t /OR HAN ARE PART OF THE TRAFFIC CONTROL ■:.III 'F� - 7"" - Z" RSC 3" RSC 2 -12 C /12 • 2 -I2 C /12 2 -12 /C /12 COMPENSATION PURPOSES. FOR CONSTRUCTION & � � 2-3/6 ,2 2 -3,C 112 2 -5 /C 112 1''� I11 2 -3 /C /12 2 -12/C 112 COYPENSAOON PURSPOSES. LOCA1ION as DISTANCE FROM STOP BAR 1 -3/6 120 1 -3 /6 /20 1'' ; 1 -5 /C 112 TO DETECTOR IN FEET. 6 -2 /C 112 , % /�1 • Q' • • 7 _ m SI • IS -2 /C ® 15-2 /12 CD DETECTOR LOOP TO BE INSTALLED BUT NOT - /C /14 ,i � . ° 111 ��. 6 1 - C 20 Z" NYC •2" NMC CONNECTED OR OPERATED WITH DVS PROJECT. �'-- -- — / / "�(� i`�\ r , _3 C 20 m --,1----- INTERCONNECT - 0 '® ® / / 2 -2 /C /14 ALONG CSAH {2 ‘ ® BB e i _ < sa •1 -6 PR 119 _ - 1 8 PR. /1 \`, a m J ,line EVP DETECTOR BS t N � � ' 0 UGHT EVP D .. ; .,.' � _. CONTRYNI FR PHASING. PEDESTRIAN INDICATIONS AND PUSH BUTTONS - - CSAH 42 (PARRISH A 4 -2 /C /14 SERVICE CABINET TO CONTROLLER CABINET I 1 \ 1 — 04 0 d D 3 N -Q _ e 1 Q D6 -2 y .� J k,. D 5-2a -7 N y ■ .. B 44 1(u -1 y' �}'' _. 02-101 _. 1 aE t `. 3 T II I ........ '4 ;. F • r � _ dam =m _ 1. a — — 4 a ... = =mma ® EVPtDETET T OR® Mk DE TECTOR AND UGNi , , « — Z1♦ — NC �. 3- _ 4 'II � II, '' • h.. 2 -2 /C 114 I 2 -12 /C 112 0.�� ' ■ • A " d' i 05 2 ' 2 -3 /C /t2 - / Z -12/G RSC //2 p. , 0 ° A.' : -2 /C /11 I - ■ ' ► 2" RSC 2 -3 /C /12 � SIGNAL PHASES 1 -s /c • /zo 1 9 -2 /c 114 B- 1 2 /C 114 •r - LL INDICATIONS SHALL BE 12". 1 /20 A —. ALL INDICATIONS BE UGHT 0 2" 956 (LEO TYPE I I I II ,i i I r .,, 1 1 02 -- DATONG DIODE EXCEPT PHASES 1 t S OPTICALLY PROGRA i� T '.5.'$ MIFD HE 5. • h1 FACE R T G RLTA YLTA CILIA • 11 2-1 /C 1 . C - M W INS. GR. I I I II Hill I 1 - , /G �` �, 1 a TT�1�� IC= W" I 1 2" NYC SERVICE CABINET i0 NH 1 \ i 2 -2 • • • . I 1I I I II 1 111 I 111 2 -2 /C / 11 2" RSC 2 e� / 4 -1 • • • 4-3/C 112 (LUY) ® _ T I 1 �) - • • • 1 KS a y . ) 1 11 11 C ` " 6 5 6 CABINET TO 11111 1 I \I <1ST1 ®Irm� ® EQUIPMENT PAD, SEE SHEET 3 III I II 11 11/ / 1 . E121_�t[ =t SERVICE CABINET SEE SHEET 4 I 1 •ita•��C =t CONTROLLER CABINET I I I 11 1 II. T 111 CURRENT LANE USE Y 3 8 -2 • • • • • • 111 SEE CONT 5 ROLLER, 1 11 11 11111 11 1 B -1 • • • I III - a 1 11 } 11 3 RSC STUBBED OUT • • SOP - WPLACE WOOD POLE 2" R SC RISER WIIM ✓^` i FUTURE LANE USE (THREADED AND CAPPED 1 11 11 It . ( T, II I. M MI_ 2 9 1 I I 11 I , 1111 BOTH ENDS) PEDESTRIAN PUSH BUTTONS •AII I IOCATfD AS SHOW t19 0{ N ABOVE ®C�BL 2" " RSC 56 20 TO 0 1 1 SERVICE CABINET , CONTROLLER CABINET TO HH 14 SIGNAL SYSTEM OPERATION tit , BE OPTICALL SIGNAL ARI W/ 3 -I /C /2 1 1I 1 1111 _ - _ 4 -I SC // /12 - - THE INC SIGNAL SYSTEM HASH MODE IS ALL RED. 1 1 1 2 -3 /C +12 NORMAL OPERATION IS 8 PHASES WITH PHASES 1 t 5 BEING PROTECTED LEFT TURN PHASES, AND PHASES l 3& 7 BEING PROTECTED - PERMITTED LEFT TURN PHASEA 1 1 1 I X M • `° 253�%YO{ - PHASES 2 & 8 SHALL BE ON VEHICLE RECALL II 1I I I I 304E N FLEr DATE BENSON I W =6.7 Owl 113- dd. ., .: - , a• u. -....7...=«::" , "Y h Hak Anderson Assoc., Inc. r ... eV INTERSECTION LAYOUT PLAN SHEET bad « , 4 ON Or . le Eng a Lana Sur nwoho 261 • OTSEGO TRAFFIC CONTROL SIGNAL SYSTEM 6 Ci "\" TA A04 5/23/06 ON Tanks and n .a. AML S 3 Ira, r, - 0411 ' ' 'W 753-427 -51160 FAX 763- 427 -0520 C.S.A.N. 42 A 85TH STREET .�waa_..v.r i. l 20011 - ..,.W. 6a. '- Me. NS, u4 r. RJW 07373 ..WaWaW n WW.am TB G CRY OF OTSEGO, MINNESOTA SHEETS 0 3/3 N= � = CONTROLLER CABINET RLTA s •i 2, RE - RLT 32 45 YLTA HH - ma N 4 O Nan i n i ` i O i YEL 16 - YLTA 15_1 D7 -1 GLTA 1 -1 ID2 -1 so 4-S awa ��d �O �i��i ®. i �s NEU 8 -3 33 D7 -2 NEU st -NEU Jr a- +- EQG • D2-2 ..- .- air-- � . - .- +--- - YLTA EQG 34 .. - • .0 .. _ - D7 -3 ...- _4._ ✓ 19 20 --+ - 7 8 • - T 83 A /8 -RED 35 46 05-1 50,51 52 53 . -r- --• - --41-- -+- — NEU YEL D7 -4® 47 HH -8 -4>-• _• -8-- ---e. '� • .r — WLK P8 -2 GRN 2 -2 36 D5_2 __. _. -• DWK - NEU D4 -5 48 -• --' - - - SPR - RED - 37 D5 -3 5, 52 -56 --- - - e-- --e--- $ --RR- EQG 19 - YEL D4 -4 49 04 07 56 r2 k r5 N i 03 61 08 9 ® — GRN 38 D5 - 4 5 RED — NEU 4 - D4 - 50 50 - DETECTOR I 54 • Dip 22 n • DETECTOR 1 10 • _ DETECTOR 1 21 I • —.— — YEL _ 8 -1 - YLTA 39 D2 -1 HH - • GRN - GLTA - D4 -2 51 1 ` D5 -31 4 6'� I 1 p "' YM / LUMINAIRE m ° LUMINAIRES, -NEU - -SPR 40 O4 -) [ 02 - I DS -1 ' m ' LUMINAIRE 4 1 • _ 11 3 I • 8 —YEL -8-2 EQG IDS -2 4y D5'4I a • 55 • •I • RED- • Q1 2 • GRN - TEL - RED YEL 5 1t O • • TT NEU I - GRN 2 -1 - YEL 6-2 GRN 4 -3 45 -56 45 • ,oi 4 • 18 3 WU( I- P6-1 -NEU - -GRN NEU • HH - • © y � � 19 - -.- 7 -11 DWI( J - WU( -P2 -2 - NEU YLTA _ t O IS SPR 20 -DWK _ -RED 52 GLTA - 0 �® 6'a.,,, EQG - EU T 02 & 05 41 - YEL LIGHT 04 & 07 HH -3 4--- 1 9 ( 03 & 08 —WU( ]_P8 -1 -NEU 8 -4 WLK I- P4 - 2 5, HH - • - . - • - JJ JJJJ1 D -1 HH -4 D1 -1 I Up - DYY1C -YLTA DWK 45 -56 -� 41 42 ' - Iis 4, HH -1 _ DETECTOR -GLTA -� - SPR 19 101 - 2 Y 14 - 31 •901 EQG -SPR EQG HH - S 9 D4 - _•__ `_« D1 _ T 111 RLTA . - EQG P82 -2 D4 3 >j38 -'- —� 12,13 Y LTA 21 RED- ' 39 -40 I --0- O Jn .gp 10 5 -2 NEU 37 D1- r GLTA C RED- YEL 04 - 4 _ 23 -31 HH -2 NEU M2 & 05 YEL no 8_ 1 GRN 4 -1 ' 6. 41 - 44 e a HH 12 5,6 EQG 221 GRN 0 2 6 -1 NEU - S� 136 01 k r5 1D6 - 3_6 NEU - RED 1 D4 - DETECTOR 44 a 43 25 DETECTOR _4_2 D7- • • DB - Y t3 TO 115 PBB -1 23 WU( PB -2 53 YEL 1D7 - 4 • D6 -2 26 HH -14 NEU C 08 -1 42 EV _ GRN - ' 5S 07 LUMINAIRE D8 -4 > •90�NT COHNEECTION P88-2 24 DB -2 NEU WU( LIGHT -/1 & 06 NEU D7 -2(n }� 6 - � I • _ ss 12 WLK -P4_I DWI( JJJ P2 -1 mOETECTOR LOOP TO BE INSTALLED BUT NOT IDe - � SERVICE CABINET —i D6 -1 25 - D8 -3 DWK JJ SPR CONNECTED OR OPERATED WITH THIS PROJECT. LUMINAIRE 13 26 SPR EQG CONDUC CONDUCTOR COLOR CODING 23,24 HH - Q • I 3 -� DB -2 — C 06 -4 EQG - RLTA 5,6 -0 0 - D8 -1 X 123 28 -31 LUMINAIRE 4 1� -Ot -1 2 �D8 -5 P84 -1 54 GLTA 1 -2 32 -56 _ NH WN_ 5/C 012 ' ° • 43 NEU -NEU HH -14 R/e� c DB - 2 >124 z ® • 15 01_2 2 8 - o /Ittx 1 ' p LUMINAIRE -1 D3 -1 PB6 -2 -EQG 12/C #12___ R - _ 5 16 32 -56 _ / WH J 3/C 012 -IUK "z a , ® • 1 - D1 -3 2 -i - D3 -2 44 01 & 06 P82 -i RIX eI - wool 03 -1 y,, — OW LUMINAIRE 17 55 R YEL 3/c rxo o 1 6 -� D1 -4 SD EVP NEU 1YN o , - R 1 D3 - 2 31� 05-41 _� 1 2 -� 03 -3 DETECTOR P134-2 - c BU( OR el 04 SERVICE E 2 -1 1 2 SIGNAL 3 f 03 -4 56 F - E V & 07 N -}- 2/C /I4 2 I EVP x -1 2_ NH cNEAR 1 1 INPUT I -1 /C /6 MASTER • SERVICE •90 INTERCONNECTION CONTROLLER D ETECTOR NOTE: ALL TERMINAL BLOCK CONNECTIONS FROM 5,6 ®C 2 POWER I ALONG CSAH 42 HH - 1 SHALL BE ARRANGED AS SPECIFIED ABOVE MI • THESE ITEMS (MASTER CONTROLLER CARLE. CONDUIT k OR H6IIDNt1LE50 S) ARE PART or THE TRAFFIC CONTROL INTERCONNECTION SYSTEM FOR CO k COYPEIISAHON PURPOSES. 002E REVISION 1Amerced* WA m• raa. ,: ewe 7.71...=••=4 ,' W t 'r "r Hakanson Anderson Assoc., I F.--„ or FIELD WIRING DIAGRAM SHEET M. . „ w e• FIa 02 /5/06 I 3 GCivil Dant= k • and i•. aeele, Long 1A e.w. 25303 Surveyors v? Aos 6/5/06 n...1.. A w TRAFFIC CONTROL SIGNAL SYSTEM W n. amt - u„�:, eme NE 4 763- 427 -5560 FM 763 - 427 -0520 C.S.A.H 42 k 851H STREET NE 0 :w.'wv.+..a...- +.1w++oww.+,rv.a a- ...,,.., 6m • ' Ms w 12.21 WI 07373 ..•Aw.,..:,- ewo.e..w., TOR /w Irvin R AD CRY Of OTSEGO, 1111015018 SH EE En OT373 _ \ t ii 14 �' HAND HOLE 2 J\ - i r\ ® GSM 42 t BSTH ST HAND HOLE 120• HAND HOLE 11 ! ■ i a ?„ Y NYC SIGNAL SYSTEM I / STA 53 +803 MAN 42 t 871H ST 9 e2 NYC •2' NYC SIGNAL SYSTEM � : 2 C t4 I ! CSAH 42 1 � `` ec =,............. cc ....... s aacca , r a • 1 6 P0. i19 WTERsONN�CTNIN s = = � - 1 �8 PR. /19 ' r■ �i , 1 (. %Y`; I aca� a — a :ca.ac _ = =i,l y � W .r — I� - .. ILI 2y • 8 12 . _ J W a DS -1� 2 .2 v, R D2 -240. ' I a / _ CO D2-iQ.{ _ CO �,� ,mo ®, 010 \e NOTE: • THESE OEMs (MASTER CONTROLLER. CABLE. CONDUIT &/OR MANHOLES) ARE PART Of THE — /,� TRAFFIC CONTROL INTERCONNECTION SYSTEM FOR Ri CONSTRUCTION & COMPENSATION PURPOSES. ao o eo :LE w x rtcr • • DATE ROOM r Lem aAXy IN as Pia. : : ' a.. °" W :: W t ∎. "" .EI ' i Hakanson Anderson Assoc., Inc. Tarl a CSAH 42 TRAFFIC SIGNAL SIAM r „� w we ar CM Engineer. are Lard Sur.royors INTERCONNECTION SYSTEM 'I ADS T/23/C6 3401 Iae1a Aa.. PAM. IOeaete 88301 881N STREET TO 87TH STREET ANNA PL Mae m a 783- 427 -5880 FAX 783- 427 -0820 1 7 e :w.Msea - wwannemernaman -a..a. as is '' Ye. w AN_ RAP 07373 meek.ew- aWaam.Cae TRR wR1A B R COT OF OTSEGO, MINNESOTA Wcrs 01373 • NMC LOOP DETECTORS O PA 100 POLE FOUNDATION O PA 100 POLE FOUNDATION NOTES; TYPE PAI00 -A -10 -040 -9 (DAVIT AT 350') TYPE PAI00 -A -40 -040 -9 (DAVIT AT 351`) _ r I 1. SEE SPECIAL PROVISIONS FOR PEDESTRIAN INDICATIONS, I 1. 11140 2 -ONE WAY SIGNALS OVERHEAD AT 0' 11' 2 -ONE WAY SIGNALS OVERHEAD AT 0' AND 11' a 1(0 INDICATIONS, AND CITY FURNISHED MATERIALS. 11,1IIC1100113CTMIIN=111r 2 -TYPE 408 POLE MOUNTED AT 90' AND 180' 2 -TYPE 100 POLE MOUNTED AT 90' AND 180' •-• 2. EACH SIGNAL FACE SHALL NAVE A BACKGROUND SHIELD. MiTeR ii'T;i ETIME ONE WAY EVP DETECTOR AND CONFIRMATORY ONE WAY EVP DETECTOR AND CONFIRMATORY � IIIFII'''''------II1LLL 4, ■7Qftti'TSi�T� LIGHTS - PHASES 3 AND B LIGHTS - PHASES 4 A110 7 3. LOCATIONS OF POLES, PEDESTALS, 449040LES AND umriemorimmou LUMINAIE -250 W HPS LUMINANE -250 W HPS LOOP DETECTORS SHALL BE DETERMINED BY WRIGHT IFIII1tS7iiMMITGIMMIN 2 -PED PUSH BUTTONS AND SIGNS (810 -4b) 2 -PED PUSH BUTTONS AND SIGNS (910 -414 I �1„ I 1 COUNTY TRAFFIC OFFICE PERSONNEL. CAMV1M10ET1�F �)i EXTEND TO NH 1 EXTEND 70 NH 6 11¢15121 iECiir&T1 1 3" RSC 3' RSC 4. FOR TYPE 'D" SIGNS SEE SHEETS 2. 11F157ia7F7IMMIWI ii 2 -420 /12 2 -I2C /12 mFUTORE CONDUIT CABLE & 1 [!S■rr:�liTi��1701M I -5 L i2 1 -5 C 12 IRIHOLE CONSTRUCTION NOT 1 HA ;, W S. 3/1' HALF COUPLING. 3/4" PIPE NIPPLE AND CONDUIT T'11510Ctl�ii'T7iiT �7i 2-3/C112 2 -3 /C 112 INCLUDED IN THIS PROJECT 2 • OUTLET BODY FOR EMERGENCY VEHICLE PREEMPTION L'll?Lr:�VT1ii71� 1 -3 /C 20 1 -3 /C 20 .2,. LC I APPROXIMATELY 8' FROM THE END OF MAST ARMS 3 EQUIPMENT SHALL BE FURNISHED AND INSTALLED �I l r'�T)i ® PEDESTAL PEDESTAL FOUNDATION POAND BASE 10' PEDESTAL PO ® PEDESTAL FOUNDATION 1 D k6 Qff31r'.i'T�� f0' LE P011 AND BASE m 2" NYC 1- APPROXIMATELY 11• FROM THE END OF MAST ARMS 1114. I713CtV'F��'i� TYPE IA PEDESTAL MOUNTED TYPE IA PEDESTAL MOUNTED 2 -2 /C /14 ' - ! �15�1 �� EXTEND INTO HH 3 EXTEND INTO UN 10 1 ( I 9. FOR SERVICE CABINET DETAILS SEE SHEET 4. IfFTSfMINCV'TlMININIMECANNI 4' 800 t' RSC 7. ALL 100E DETECTORS SHALL 80 NON- YETAWC � !� }rII: I- 5/C /12 I -5/C /12 4-12/C 912 ,, V I 4 -12 /C /12 CONDUCT (NYC) TYPE. FOR NMC LOOP DETAILS SEE WI1 MET;• T ® PA 100 POLE FOUNDATION ® PA 100 POLE FOUNDATION 2 -5 /C /12 2 -3 /0 912 SHEET S. I:}III GAME iS3 ��i= 1t'C'.'li (DAVIT AT 350') TYPE PAIN-A-40-040-9 (DAVIT AT 350 ( ( TYPE PA100- A- 40 -D40 -! 350') 4-3/C912 I 4-3/C 942 ) 0. FINISHED 40 CON LINE SHALL BE WITHIN 6' OF THE hYJS ;H MUSlf73� 'WERM 1 -ONE WAY SIGNAL OVERHEAD 0 0' 1 -ONE WAY SIGNAL OVERHEAD • 0' f l -2 /C /14 13-2/6914 I'TII�i 1i'Ti�iT?'i� 2 -TYPE 108 POLE MOUNTED AT 90' AND IRO' 2 -TYPE 108 POLE MOUNTED AT 90• AND IRO' 3" RSC 2 -3 /C /20 I I'll „ 1 2 -3 /C /20 TOP OF THE CONCRETE SIGNAL POLE FOUNDATIONS. I: ff'��iFT�� ONE WAY EVP DETECTOR AND CONFIRMATORY ONE WAY EVP DETECTOR AND CONFIRMATORY 2-12/0 /12 •1 -8 PR. /19 2 4 1_6 PR. /12 PROVIDE AND PLACE FILL AS NECESSARY. IZII'7�iFT��da UGHT -PHASE 2 AND 5 LIGHT -PHASE 1 AND 6 2 -5 /C /12 1 :11:A O Ai I A 11 9. ALL HANDHDLES SHALL BE PVC TYPE WITH METAL LIIIfS��Ii LUMINANCE - 250 W HPS LUMINAIRE - 250 W HPS 1 2" RSC FRAMES AND COVERS. 1 EX 3C 1 C /2 PUSH BUTTONS AND S � 2 - PE O PUSH BUTTONS AND SIRS (RIO -4b) 2 - PO ANS (RIO -4b) 2 -3 /C /12 ,1, ; I 2 -3 /C /12 ETEND INTO HH 8 C /1{ I , _I■ ,1 3 RSC 3D 3' RSC R I ! 2 12/ •2" NYC C /12 2 2 /2 /19 I � ■ I 2 3 C #12 2 I'I ,a9I 0 p 1_S /C /12 2 -12 /C /12 I 3 /C /20 ILTERCONNE /2 t = ■ � 1 '.. I 2 -3 /C 12 — r r .< •� I_3 /C /20 - •1-6 ,_ I ALONG CSAH 42 ml I , © f1 ♦ ♦ •I 6 PR,_/79 •I -B TERCO PR. /19 ECT L i y EVP DETECTOR 2 — � 06 -1 I I ! + `,! I �, I CS C 427PARRTSH AVE) 2 ©�BI a Ba — I `!o 7.1 I • r 2 AND LIGHT ■ r QD1 -1 2 I 2 ' ' ^' o-/ 2 °O(. ��J • ez k Bs e p a! ■ol -x_ _; '7.` a ?` , 76)11, / � ' , 1 4 -1 ; BS 3 EVP DETECTOR _ F __ _- —.._ _- D2 -2� AND LIGHT T••�I 04 a 07 ; - _ _ I � - i sc I P66 v \ I - oz 1 x N ANO ECUGHT Y 3" RSC `\ '1 p . R .. 06— 2 NYC - (. 3' RSC 2 -2 /C /14 2 -12 /C 912 - 4� // A -� 1 �, -ra I -5 /C /12 ®� 1� � ■' ■ ■� I S - ` i- i�ct/is2 I F ,�, �. T 2 -3 /C /12 111111 / Jr I ({ 0 1 s 2 -2 /C /14 AI " W. ■ , 4 ,F 7-2/C -C /21..'. I I 174 0 S �,� A ' SIGNAL PHASES 1-3 /C /20 1 II. S e ` .I 2• RSC '.+ LL INDICATIONS SHALL BE 12". ., EMITTING DIODE D) T YPE� I ( ' IJ y `�' 2 I r a � 2/C /14 ICE CABINET TO CONTROLLER CABINET SERVICE �L . EXCEPT PHASES I k 5 OPTICALLY ;�11 ' _ PPOGRAMIEO HE 'S. 1 2 I 2" RSC I M-1 FACE R Y 0 RLTA YL7A OLTA 2I I I 2 -1 /C /6 I 2" RSC 1 -1 /C /b INS. CR. bow- ,' v / 2 Is 1T1LTSl� =t =t 8 II 2 -2 /C /1l SERVICE NET TO HH 1 r 2 -2 • • • 1 I wY) �,,, 4 -1 • • • III I W 1 1I I I " ItSC CONTROLLER CABINET TO HH 1 `' L\ 2I ' I 1 ' t¢I •�<� ® E PAD, EE SHEET I � 2 -2 4-3/C /12 ( /14 4 -12/C 912 t ` �I — C SERVICE CABINET, S 5EE SHEET 3 { 2 -5 /C 942 I 1" •A EMI� =t=Jt CONTROLLER CABINET 2 1 1• I I 1 r E3fl�Jt�t AND CONTROLLER, II,,II 13-2/C 14 • 9S i /� • • • . SEE SHEETS 10 = ^-M161 2 -3 /C 12 • / / I I I 1 I I I = ? . s - 1 I I 2 1 ••• . • 2" RSC RISER WITH ® SOP - NIPLACE WOOD POLE I— ( 11 3' R PR /19 1 1 • • • at ) 1 1 ` 3' RSC STUBBED OUT (THREADED 8 ■g-I ®•.' WEATMER 0 at I I AND CAPPED BOTH ENDS) PEDESTRIAN PUSH BUTTONS •01.411 HE IOCATFD AS SHOWN ABOVE LIII ®IC=J _ 2" RSC TO SERVICE CABINET 1 I " NJ CONTROLLER CABINET TO HH 15 - SIGNAL SYSTEM WERATION TALL PHASE 1 .k,? SIGWIL FACES . W/ 3-1/0 /2 I I I 4" RSC - THE SIGNAL SYSTEM ASH MODE ALL RED. S HALL BE O PROGRM E� 4 -12/C /12 FLASH - NORMAL OPERATION 15 6 PHASES WITH PHASES � U 2 5/C /12 1 k 5 BEING PROTECTED LEFT TURN PHASES. AND PHASES S S 2 -3 /C /12 3 e 7 BUNG PROTECTED - PERMITTED LEFT TURN PHASES. ( ^' 2 C /20 PHASES 2 11 8 SHALL BE ON VEHICLE RECALL. I I .. 4 1-6 PR. 919 scut ■EE DATE REVISION 1 Kolb/ art* ad Nil PDA `: MUM ww � ��' — � Hakanson Anderson Ass w55303 IOC. �� TRAFFIC CO SIGNAL SYSTEM 9 EJ " � MOM MN 763 -427 -5660 FAX 763 - 427-0520 F., — _p�6 C.S . A . H. 42 & 87TH STREET + :,�v.+ a 1a.wa+owwo +a- ..•+a. o.a 1 1... N. �8T�_ RJW 00373 • wnakan•4- am«•on.eom ON ra 4Bni ROAD CITY OF OTSEGO, MINNESOTA 1 54.05 CONTROLLER CABINET RLTA il 7 RED- 45 YLTA HH - et .o 4 4 • O " 42 `N N I O i -YEL -RLTA GLTA 1 -1 102 -1 e° °W ° a ��a 0€3 � • o °im 821 d —GRN 8 _ 3 18 YLTA 5 _ 1 NEU 51 y - - NEU GLTA 34 EQG D2 -2 •- - . •- ..- - YLTA - NEU 07 -1 .. 4-4-- tli-- •••■ ••■• •'•— 7 — GLTA - EQG 35 46 50,51 ---- 52 53 -.- -� 19 20 - .- 7 8 - UGHT /3 08 07-2 DS -1 . 4� �- -.- - -+-- -a- - NEU -RED--1 36 47 HH - - - ..........• -. - WLK P8 - - YEL 2 -2 04 -5 05 -2 _• -- • --..- - -. -. -DWK GRN 37 48 - - --e--- - SPR - NEU 04 -4 05 -3 5, 52 -56 - 6 - - --0 © 38 49 N - 03 y - EQG - RE - D4 -3 D5 -4 5, 04 t 07 i r 19 - YEL L EVP 56 • • o 02 EVV /5 22 d i ° OETE EVP oR 1 9 10 RED- -GRN _4_4 39 04 -2 50 D2_I 50 -56 DETECTOR 54 •• - YEL -NEU HH - • -.- -8 -1 DETECTOR I 21 1- _ � -GRN YLTA 40 51 413 i N O • R N a - NEU - GLTA - D4 -1 D2 -2 105 -1 j-IV U5 -3 a LUMINAIRE/ m m LUUINAIREQ � I SUMINAIRE 1 • n 3 -- RED -SPR Y 4 •I _I 11 I • • 8 -YEL 8 -2 -EQG RED RED- DS -2 49 DS -4� • ° I 55 O n RN - YEL 6 _ 2 YEL 5, 5 O • _G NEU RED- GRN GRN 4 5 -56 45 4 • 18 3 WLK "P6 -1 YEL -2-1 NEU NEU - 4 -3 HH - -4- • 6 i0 • 19_22 e .yo 7 -11 DWK -GRN RED - YLTA -e a -4 O O a -t m W > ^I > 18 - SPR - NEU - 41 • YEL 52 EVP - U �TITER_ CONNECTIOI O a a - EOG WLK -P2 -2 - 8 -4 EUT NEU /4 & 07 7�oR�esAg72 1 . - • • HH - 20 DWK - ._ - HH - 13 ® . .. �_ _IINS y 03 & 08 LIGHT - /2 & /5 YLTA WLK P4 - 2 5, _•_ • HH - 4 Dt - 1 Y I EVP - NEU GLTA - DWK 45 -56, WC -1 --•-- 41 42 - --..- -- HH -1 _� 4. iD1 -� )�15 14 -29 7 -29, DETECTOR -WLK P8 -1 SPR SPR HH - •90 1 04 - 21 - 0-- --• 19 -29 •91 DWK EQG EQG 3e i ._ __,, D1 _ �1a I -RLTA SPR ®I04 -3 138 m _•'. • t7 1 ,13, 10 - YLTA EOG RED- RED- Y 39 -40 D1 -4 y 1 B1 GLTA 15 -2 21 P92 -2 YEL YEL m D4 -4 137 -e- O 23-29 HH - - NEU 1 -6 -1 -4-1 6. 41 - 44 NEU GRN GRN h, ?' . 7 N HH - 5 ■2 ,6 EQG LLL- -- P88 -1 NEU - NEU - 5 ��1 D6 -1 22 -P6 -2 RED ®1D4- I DETECTOR 35 •1 t 013 2 44 02 & 05 WLK 43 •_ 108 -3 >123 3 3 -6 11 P86 -1 EVP 42 D - 53 YEL _4 -2 5,6 la D6- TO LIGHT -/1 & 06 GRN - 36 -56 90 • NEU • DETECTOR LUMINAIRE 1D8 > 128 *91 INTERCONNECTION MONO CSAH 42 HH - P88 -2 2- - NEU I NEU 107 -1 34 • 6 _ WLK -P4 -1 WLK 3P2 -1 1 • _ n 12 24 DWK JJJ OWK J 07 -2 35 SUTURE DETECTOR INSTALLATION D8 I SERVICE CABINET � - D6 -1 - - 08 -2 SPR SPR -NOT INCLUDED IN THIS PROJECT. m H - 14 CONDUCTOR COLOR CODING LUMINAIRE 13 25 EQG EQG 23,24 HH - Q • 1 3 06 -2 -�- D8 -3 RLTA 5,6 -o 0 23 28,29 0 • • 14 26 P84 -1 YLTA 34 -56, -RL OL 5/c #12 1D8 -1 > LUMINAIRE 4 -� D1 -1 - -� DB -4 43 NEU 54 GLTA 1 -2 X90 = WG II 8 >•124 0 ® 15 01 -2 • 2708 -5 Pe8 -2 NEU J HH - - /eLN o LUMINAIRE E Q G 12/C /tz- R BLIC HH - • 1 5 18 �D1 -3 28�p3 -1 44 01 06 3 90 - • -wail /aLK �K I 3/C 412 u ® ?M • EVP P82-1 - RLR 03 - 1 Y �N • n LUMINAIRE 6 1 01 -4 2 9 D3 -2 DETECTOR SS NEU , � wN OR TEL 3/C 4 zo 103 -2 /� • I P84 -2 _ 0 MK OR al • •90 INTERCONNECTION 04 & 07 SIGNAL 2_1 Q I 2 2 2 SIGNAL '91 INTERCONNECTION ALONG CSAH 42 56 z -t /c /F-=R eLN 2/C 014 SERVICE 2 -1 /C .6SERVICE • ALONG CSAH 42 DETECTOR FROM 5,6 SHALL ALL TERMINAL AS SPECIFIED AV INPUT 4 1:: 0 1 1 EU C 2 POWER HH -1 SHALL BE ARRANGED AS SPECIFIED ABOVE MEL • THESE ITEMS (MASTER CONTROLLER. CABLE. CONDUIT 84/OR HANDHOLES) ARE PART OF THE TRAMC CONTROL INtERCONNECTUON SYSTEM FOR CONSTRUCTION t COMPENSATION PURPOSES. DATE REVISION I AN07 aaW7 IAN Nis W. , ; =MN ‘..= y . . Inc. I Hakanson Anderson Assoc., a "' , � -� ' Ik. •NN mt. 350 E 4M••� oand Lam sto 5.30. I �O FIELD WIRING DIAGRAM SHEET TRAFFIC CONTROL SIGNAL SYSTEM 10 DII ) ADS 1375/08 IM 3DI NI.rA A.•. AnNa, INk.•,at• 53703 C.SAH. 42 & 8719 STREET NE 17 * . - mow. PL 0••N w[ ak 75] -427 -5000 FAX 7133 - 42 - 0620 ay.1 :47: rw _,..vu+(WWra3v,.... .wti OM u.. Aa MIL-- . RAT OT373 ..cLakanton- andermu can TRR Ii•RA R CITY OF OTSETA, MINNESOTA SHEETS 0073 1, I ! I • I, I : I , I OTA& ili 2 871H ST I 1 ! I HAND HUE 121. SIGNAL SYSTEM I STA 63+ SOS - IAN HOLE 122. 1-2 NMC In" NYC •2' NIX •I -6 PR. /19 CSAH 42 STA 66+70* % I i •1-6 PR. /19 INTERCOP NOTION CSAH 42 I 2-2/C #14 L •1-11 PR •19 ' L... — .1E ' . • . ' t■-■I., a re ...., _ -- — --- "—• .......= 4.1.10....m........___ im . .._,_ ........_. ... kElos-t i - ____ I ._...L. — 1 —— ——— —— _ ____ ____ _ _ _ w I ,..- , DA-: 9 3 1 _ i 1;1 , ! 1 • .1 ;t.; • g u• .1-2 "'III • g .1 8 - .___ _ _ _ . r•• co I —— ,_____ ____- „..../r. I : ':.1.• ';, e,..1 , . ' MEE • THESE ITEMS (MAST(R CONTROLLER. CABLE. — CONDUIT VOR HANDHOLES) ARE PART Of THE TRAFFIC CONTROL INTERCONNECTION SYSTEM FOR CONSTRUCTION 5 COMPENSATION PURPOSES. '3 :. 1 .-4 1 .. i; i 11 ( 1 ! ! I .2' NMC / 4 -. q El 1 1-6 PR. 119 H I E in _ HAND 122. NAND MOLE 123. H STA 66+70i STA 69.609 AND HOLE 11 a = =s. gt9t.4...r . ..P94 .2" NMC CSAN 42 CSAH 42 & CSAI4 39 I** CSAH [•1-6 PR. /19 INTERCONNECTION :- 19 SIGNAL SYSTEM, IF'. I — — / I II 0 I 1 4 MO '`• .• __ . ......_....... ..... A....a.. • l lO. 0.4 G. 0 , . _ ..., — - (r) . I ,.... — — _____ — 1 -- ---- 1 e-mtl i -." . 44 -'.! r.i=iLI : .e.y) T 7' • D - • 1 • ' ' .`' .- 44 „,..,/ _.I.:! .)•• ;,,.'.. 03:.'10-• • - ,,,3 'i 04-19-0 1 1 ( I _ — — — — — — D11 A , v! _ _ _ __ — _ _ 1 _ __ _., ... (I) 0 _ os-C1-1 -I. 1 ar 1 1 74 , '1 , _ I I o . - . -. 1 i I I MINN M i 1 i EN • le EN so em eml . 0 - - - - - - _______ ._ -- -_,___... el a* - -'1 ''. , - 1,, .. • • `•* .6. Po 1 Ito H it, • 1 • fi • - ' fl DATE REVISON 1 betels ern* Net SO Mao , M Hakanson Anderson Assoc., Inc. S* StItEr =en 140 • 1 .”‘. ,,,,' opy .E., rz oirszoo cer or CSAH 42 TRAFFIC EC SIGNAL CivIl Engineer. and Land Surveyors INTERCONNTION SYSTEM 11 1 ... 0 - '' ". ... a :/23/01 II Cli — . • \ ••• 3601 Ousts. Ava. Make, Minnesota 59303 87TH STREET TO CSAH SR OAR RC OS 763-427-5no FAX 763-427-0520 .1 7 4...4 0, 7108 - sits. INgt_ ' US iio MIL_ RJW 01373 vnitsbakamen TIP CITY OT OTSEGO, MINNESOTA 4. \444 \11 \*A0n7A011,7 .7.17.1 • • O PA 90 POLE FOUNDATION PA 90 POLE FOUNDATION SERVICE CABINET TO CONTROLLER CABINET SIGNAL PHASES TYPE PA90 -A -35 -040 -9 (DAVIT AT 350) PA 90 POLE FOUNDATION TY PA90 -A -35 -040 -9 (DAVIT AT 350) 2• RSC SERVICE CABINE S SEE S SH ET __ 2 -ENE WAY SIGNALS OVERHEAD AT O' AND 11' TYPE PASO -A -35-040 -9 (DAVIT AT 350) 2 -ONE WAY SIGNALS OVERHEAD AT 0 AND Ii' 2 -1 /C 6 CONTROLLER CABINET ALL INDICATIONS SMALL BE 12' 2-TYPE 108 POLE MOUNTED AT 90 AND 1B0 2-ONE WAY SIGNALS OVERHEAD AT 0' AND 11' (FUTURE HEAD) 1 -1 /C s 6 INS. GR. ALL INOI 0100 SHALL BE LIGHT ONE WAY EVP DETECTOR AND CONFIRMATORY 2 -ONE TYPE 0 N 108 POLE MOUNTED AT 9 D 160 2 -TYPE 108 POLE MOUNTED AT 90 ANO 180 SERVICE CABINET TO H SEE SHEETS __ AND __ EXCEPT PHASES I,3, 7 OPTICALLY H IS AND CONTROLLER, EMITTING DIODE (LED) TYPE UGHTS - VP 00 ES t NO 6 ONE WAY EVP DETECTOR ND CONFIRMATORY LIGHT ONE WAY EVP DETECTOR AND CONFIRMATORY LIGHT 2• RSO H PH LUYINAIRE -250 W ZIPS PHASES 2 AND 5 - PHASES 4 AND 7 4 -3 /C /12 (CLAM) IACE W000 POLE PROGRAM* D HEADS 2 -PED PUSH BUTTONS AND SIGNS (R10 -4b) LUMINAIRE - 250 W AMPS LUMINAIRE - 250 W HPS CONTROLLER CABINET 10 XH1 2' SOP - INP RSC RISER WITH FACE R Y G RLTA YLTA GLTA EXTEND TO HH 1 2 - EO PUSH BUTTONS NO SIGNS (R10 -40) 2 -PED PUSH BUTTONS AND SIGNS (R10-4b) 4 RSC WEATHERHEAD 1 -I• y RSC EXTEND INTO NH 8 EXTEND TO HH 12 4-12/C E /12 2' RSC TO SERVICE CABINET I -2' — ►=► �► a► a► 2-12/C 112 X RSC 3 " RSC 2 -5 5 C 12 4-3/C 12 2 -12 C 112 2 -12 /C 112 W/ 3_1 /C 12 2 - , • • • N■ 6 -J /C s,2 2 -2 1 -3 /C s 20 4 -3/C 12 4 -3 /C /12 13 -z C 14 ® I -3 /C no 1 -3 /C /20 2 -3/C /20 2 -2 /C 914 / _ PEDESTAL FOUNDATION _ ® — ►1 ►1► 10' PEDESTAL POLE AND BASE CONTROLLER CABINET TO HH 15 S(' ® TYPE ► ► ► lY IA PEDESTAL MOUNTED .( 4• RSC _ EXTEND INTO HH 3 ^ ® PEDESTAL :112/C FOUNDATION /i2 / , ®� _ RSC � 10 PEDESTAL POLE AND BASE //12 - ♦ / !] ®� 1 -5 /C 112 �� fA PEDESTAL MOUNTED 6 -3 /C /12 PA 100 POLE FOUNDATION \ EXTEND INTO HH 14 13-2/C114 ✓ - NE ® - ►' ►� S ► = ►J► ® �� 2' RSC 2-3 fe0 6 -1 TYPE PAWOO- A- 50 -D40- (D8NT AT 250) + \ \ t -5 /C 912 ( D E CAPPED O ♦ ♦♦ - - -� 6 -3 • • • ■■ 2-ONE WAY SIGNALS 090 0 AND D 1 1' \ BOTH ENDS) ♦ ® ►1 ►1► OU POLE N 2 -TYPE ILE MOUNTED Al 9 180 • • ON WAY EVI DETECTOR AND CONFIRMATORY I ® -► J► LIGHT -AS 3 AND 8 LU - 250 W HPS Y2 - PED PUSH BUTTONS NO SIGNS (R10 -4b) • ?• O ♦ / 8 -2 EXTEND INTO H H 4 2• NMC n / . µ4L,, ♦ 8 -3 3' RSC 2 -2/C 4 �J ; i` ♦ } •ALL PHASE 1,3.5 & 7 SIGNAL FACES 2-12/C 012 (SEE NOTE 4) J J C MCP `\�' ♦ t♦ j /� / SHALL BE OPTICALLY PROGRAMMED. I -3 C S 20 `Y + � ` y / • O NFU T RE SIGNAL N T EAS PROJEC s + \• .c ♦ /NOTES ® 0' 000058L POLE AND BASE ® PEDESTAL E5 B + � � J � ` ' r \ a i , / 1. SE SPECIAL PROVISIONS NMC LOOP DETECTORS TYPE 1A PEDESTAL MOUNTED TYPE 1A PEDESTAL MOUNTED + \ ; JJJJ��,,,,C • ' a -- -♦ FOR PEDESTRIAN NUMBER SIZE (FEET) LOCATION EXTEND INTO HH 7 EXTEND INTO IN 10 + + ;,t` � SI f/ INDICATIONS. LED INDICATIONS, 01 -1 6'56; 4q Y RSC 2 RSC �` • /� @ A I , NO 055 FURNISHED MATERIALS. 07 -2 806 10 1 -5/C 112 1 -5/C 912 + `o \ +B \ 4 ♦ 2. EACH SIGNAL BACKGROUND SHIELD. FACE SHALL HAVE P2 -1 6'X6' 95n' 02 -2 6'X6' 25 4 • a ♦ (' ♦ - / �� Q- 6'X6' 40 \ 11 S � 3. LOCATIONS OF POLES. PEDESTALS, D3 -2 03 - I 6X6' 10' + • - • ♦+ • Y \ - \ q- HANDHOLES NO LOOP DETECTORS D4 -1 6X6' 750 • + ` ♦ 4 f / Q' SHALL BE DETERMINED BY WRICHT 04 -2 6'06' T5 \ A� 03 & BB � � ( v � � COUNTY TRAFFIC OFFICE PERSONNEL. 04 -3• 2 -6'X6' 10 & 25' •S � J" EVP DETECTOR 04 -4 2 -6'06' 10' & 25' 4. SHOWN • AND LIGHT N 'x ® TINE TI10 CIPAT0O FACILLI ULTIMATE INIERSEC110 GEOMETRICS E OS -1 6'06' 4 10' Q' 0 % L ♦ • © �a/ TATE THE PROPOSED N TRAFFIC CONTROU N _05 -2 04 -5 fi 'X SIGNAL LAYOUT TO BE CONSTRUCTED AT THIS ME FUTURE 05 -3 6'X6 10' CONTROLLER PHASING. PEDESTRIAN INDICATIONS AND PUSH BUTTONS ♦ ♦ f� N' RIGHT TURN LAMES WILL BE ADDED TO THE SOUTHBOUND, DS -4 66:6,6.* 'X6' 6 10' . l' +(� V tilt 82 & 05 _ EASTBOUND NQ N0RTH8OUN0 APPROACHES 70 THE 06 -1 6'X6, 6' 250 _ W 2 RSC frr EVP DETECTOR ® y, INTERSECTION. TO MAINTAIN THE EXISTING RURAL STREET D6 -2 6'06 250 __ I 2 -3 /C 112 04 & 06 AND UG MANHOLES N N . 67 - SECTION AND DRAINAGE. MANHOLES 92 D /13 D THE -1 66'08 40 07 ® I r .it, © EVP DETECTOR © t ASSOCIATED NE AIED CONDUIT -CABLE RUNS BETWEEN NHFS 6%5' j ' ` r • \ \! 6? LIGHT 4 N N N D7 -3 /1 D /2 0 BETWEEN HANOHO ES /12 D 913 ARE 6 TO BE LOCATED 12' -14' CLOSER TO CENTERLINE THAN D7 - 60 1D A ® • RE 08 (JUST OUTS OE THE PHASE 1 PAVEMENT w004140 ) . DB - - 6 ' %6 250' ♦ DB - 2 6 'x 250' dI \ O ♦ �♦ TH E SE H 08 ND C WILL BE SALVA NO _ _ © \;� L OCA7E0 TO THE LOCATIONS SHOWN ON 1HE PENS WHEN 2 - 6 K6 1D' k 25 /<14C 1 THE FUTURE RIGHT TURN LANES ARE CONSTRUCTED. HANDH LE /9 15 LOCATED ALONG AN EXISTING AND D8-6 6 % 6' 10' P6 - I -r - P e AND UfYl7 � EVI DEDETECTOR CTOR . l • `' + ++ ♦ • ♦� • • + + PROPOSED URBAN SECTION (WITH CONCRETE CURB AND \ GUTTER AND NO DITCHES) AND CAN BE INSTALLED TO DETECTOR 10 DEI LOCATION DISTANCE FROM STOP BAR 4 _I , \ �. ECTOR IN FEET. -2 L ) v ' ♦ AS 6 8110 00TURE DETECTOR INSTALLATION- p�_ _ ```ry 0 P. �`, \ R ‘•, \ NOT INCLUDED IN THIS PROJECT. 4F• 4• ry 1 L • , �L • (� . j am . 2 -12/0 2 % 4H P4 -1 4'r 0 - C � / � P 4- / / 1 • 5. FOR TYPE "0' SIGNS AND R6 -1 SIGNS 7 V A • yyyY�� Y \ 3 C 20 ♦ SEE SHEETS AND `. 4i ♦"� 5- -4 �i + FOR PAVEMENT MARKINGS SEE 01 / 2 NyA11C SHEETS D �/. / e ♦ \ \ .8. + �2 -2 /C /14 N B. 3/4" HALF COUPLING, 3/4" PIPE NIPPLE Y•5 .1 � Ct ♦♦ 144 %\ AND CONDUIT OUTLET BODY FOR EMERGENCY 14 o ♦ \ `IP FURNISHED N T VEHICLE FURNISHED E D IN K EI D *ENT SMALL BE .�•A.�Ta Pe -1 % Y RSC �� + + � APPROXIMATELY 6' FRDIA THE END 1(IL ••4' / ♦� 2 -12/C /12 ^t + OF MAST ARMS 1.3,5 AND 7 M3 / ♦ 4 -3 / C 91 2 \ \ + 7. FOR SERVICE CABINET DETAILS SEE SHEET P4 _ 7 - -12= _ ♦/ 1 -3/ / + 8. ALL LOOP DETECTORS SHALL BE NON- METALLIC 2 -I r1 � �,,. ♦ 7 -2/C /14 FEN CONDUCT AC L SEE SHEET CON Pt -3 ♦ 'e 5. FINISH INE SHALL CRETE SIGN BE WITHIN 8' OF F2 / ♦ \`T� THE I' UI• CNUUNUL OF THE POLE \ ® P =_1 w h , } / � \ \ B ` ASUNECETSNASR RONDE ND PLACE FILL \ I • I , Q` ]o e0 \ ��yyy \ 10. ALL HANDHOLES SHALL BE PVC TYPE HUH t ♦ • e Aug ETAL FRAMES AND COVERS. SCALE q 01 2006 - I: IA, 6 project.- 2006 \07370 \.,,q \01 \Of373- •;q„d MET PE DESTRIAN PUSH BUTTONS SHALL BE LOCATED AS SHOWN ABOVE • DATE REVISION I A.. , et* k•1 this pin Haase .r p sw EE7 s S G SYSTEM OPERATION i ♦ M• " s . . ^r Anaerson E 9 GNAt Sn1E1 Fuses RE YO Is Au RED. ::� 2 C Hkr °1• . Ha•L EXISTING INTERSECTION LAYOUT PLAN w ; mom TRAFFIC CONTROL SIGNAL SYSTEM e 12 PC - No1WN OPERAnON 1s a PHASES Wm PHASES SEE N0 ( SEE N O 4 1•.r a ADS Assoc., nc. C.SAH. 39 & C.S.A.H. /42 C3 1%3p' I, ;3 AM 7 BEING PROIECIED LEFT 4699 PNASES 94 4 ) ,IO 1. 6OI1 PL pace 13w •..3•.•r♦ .t. land Saws. CITY OF OTSEtA. MINNESOTA - PHASES 2 k 6 SMALL BE •C1E RECALL. D. Lk 11•. '1 ' JEI 7y %ate 4 Mt 7.3 p7_3 0 011 5/2J/p6 I RF IR. 00373 17 OH VD c R O ©;2 HH CONTROLLER CABINET 007 ai 7 HH -8 ID1 -1 DS -1 • �p I RED— 20 RLT 07 �= O �� • 31 o � FU TURE HH - 9 • 1 1_2: Y �� YEL -6 — { --2 34 —YLTA 1 -1 48 D3 -2 ®� ew 4t a 08 D8 - O 29, 30 —NEU— 21 - — D 7 _ 3 —NEUA RLTA •- ~ sl 53,54 } YLTA O -RED 7 6 -2 22�D7 -4 35 EQG 49 GLTA� -1 —•— 41 43 D8 5 8 2 - �, YEL JJJ --.- � — GRN — - -�05 -1 NEU _� ..... ®�ag Cfa 3 1 - HH -5 EQG 4.- • —NEU �& RED D5_2 50 —•' ~ 5,50 - 60 r— 41.-- EVP UGH T 06 -8 -3 08 -3 (FUT) — —• p •-� ±—�■ I 29 -33 SPR GRN 37 [' D5 3 51 6 - — 0— -— HH - 10 1 SPR - NEU— O t 23 2� HH -4 EQG RE -8-2 {D5 -4 52 D9 -4 • •E� 49 07 42 007 �S -1 --4- --• �• — 23 YEL D8 -5 DETECTOR 1 PB2-1 --.-- __G. —• 01 —• EVP — GRN — ' 02 -1 P2 45 I • Fe D3-2 8 03 53 44 "- -' 4, HH DETECTOR DP UGHT� a�� D2 -2 54 D8 -1 • I pea - 5,47 - 60 HH -11 4, 23 -28 I5 RED - SPR 08 RED - 08 -2 LUMINAIRE ® 4 I • 126 03 5,55 - 60 • 08 124 I I YEL •-6-1 - —SPR YEL DE P81-1 i -1 -4-3 RED - 1 _ 0 @ 20 — —EQG GRN YEL Al P6-1 27 • 126 4 7 -2 —NEU - 03 & 08 41 -2-3 - GRN 2_3 HH -12 • �• aw • • p0e - . — WLK -P6 -2 24 EVP RED _4 -2 NEU - 6,41 -46 I • I P8 - 28 • 18 ( 1 07 -3I 9 —DWK - DECTECTOR • • LUMINAIRE ® I ' SPR ' —GRN - (�� 55 RED • 5,47 - 60 4r• 58 • — 4 _ O �zz� _ 04 YEL 2 -2 HH -13 • 55 • • ID4 - 1 Y162 RED � —GRN g -1. - EVP Ufd1�07 NU 02 9 2 -1 39,40 5.6.39 -60 � •, 59 IPe� - YEL —NEU SPR - 0 li ID4- 2L -'�17 16,1 1 G RN 25 SPR SPR UGH O5 D2 -2 4, 18 -33 pg SPR HH - PB8 -1 I EQG DWK EQ SPR 3s 1 0 ,�� O 1 ALK —SPR I I 60 T0F 42 04 & 07 EQG HH - `� DS - ti • P i 1 `` III3 7 -33 10 NEU P4 -1 —NEU EVP 02 & 05 •2 P•3 56 - • 10 1 - FUTURE D4 -3 Y 1 } DETECTOR 56 OETECTOR LUMINAIRE • 1 DWK —RLTA �5 -2 EVP 5,6 D5-2 5 4044.-- ■ 14 —YLTA DETECTOR 34 -60 34 -60 7 1 ■ pz_2 ,_ • 084 -1 D4 -4 jl HH - 11 P84 -1 .. 11 1 GLTA — RED .- 5 -3 © • • 7 �1s SPR EOG RED - — YEL 2 _ 1 3,4 • _� ID4 -5 5 -4 - • 12 •PB8_2 3.7-12 1 I t2 SPR 261 NEU 1-P6 - 1 — GRN -4 -1 —NEU - 1 C NEU OWK JJJJJ —NEU - — WLK TO 3_6 • 57 0 g LUWNMIE& 3,4 13 PB6 -2 27 P86 -1 43 MU( -P4 -2 57 . —DVYK _ -P2 -2 HH -1 —•' •1 0 06 I .3 I FROM — — D4 -3 (FUT) T NEU 00 - — SPR • 5 DETECTOR • H - 14 D WK —SPR —NEU CONDUCTOR COLOR CODING —r -4 28 n 5 PR —NEU — RLTA�7_2 S�VICE CABINET 1 -1 ° • ®t P6 -2 15 I NEU 1_2 —YLTA • _RO c _ � 04 -5 PB8 -2 YLTA —OLTA 3 LUMINAIRE • 34 • — BL BL 5/C /12 .1 D4-1 29� -1 — GLTA —EQG 1 • • 0 Mt NH 0 ''''''.EQG WLK LUMINAIRE $ O o g —O RS G 71-- 04-2 3 06-2 44 WU< 58 NEU -P8 -1 4 I • 12 /C I12 — \,_ R RLTA —RLTA r- NEU I-P2 - 1 0WK - • ° z • M1 /12 J JJJ LUMINAIRE • — 9M/BUC BUY �I 3/C 18 —YLTA 3 _ 1 31 —YLTA 5 _ 1 DWK 59 PB2 -2 5 I • ® g -BL, - GLTA — ` —GLTA 45 P62 -I NEU : � L 0 — BLK/WH R OR 0 —NEU - -NEU 1 NEU SPR 41 LUMINAIRE G/8LK — 191 OR 'EL 1 3/C 020 EQG , - - EOG SPR (� 6 I —6 BUf OR BL 19 � D7 -1 S —C D1-1 SPR 60 1 NEU • A 2 -1 /c — 131 q .F � R D- - 2/C 0I4 3 � D1 -2 46 I NEU I - P88-1 � � 2 2 wire C 6 SERVICE NOTE: ALL TERMINAL BLOCK CONNECTIONS P84_2 SIGNAL SERNCE 2_1 /C # = ' INPUT 3_1 1 1 SHALL BE ARRANGED AS SPECIFIED ABOVE POWER Ld<� SOP DM REVISION 11,/•7 artily •.al ••E JE� MR ' . • - ®• r fl HakAssoc., nc :,,,=: „ � "" anson Anerson Assoc., �" M..w 1, •R ma wE CMI Erpi n An aRa E•m Asso � � •� EXISTING FIELD WIRING DIAGRAM TRAFFIC CONTROL SIGNAL SYSTEM 1�' 3 � � 405 6/5/00 3001 1•u•4e AN- AMI•, Womb 55203 C.S.AH. 42 & C.S.A.H. 39 OR RE 01'373 763 -427 -5060 747 763 -427 -0520 .. a ,,r.;g -r.w o,l, s 14 o I263I 6.0 0T373 .�.Iwearen- a�anensao m IIwD CDT OF OTSEGO, MINNESOTA 17 SHEETS 0T371 0' AND 11' TYPE 1A PEDESTIAL MOUNTED O PA 90 POLE FOUNDATION ® PEDESTAL FOUNDATION ® PA 90 POLE FOUNDATION ® PEDESTAL FOUNDATION \ , SERVICE CABINET TO CONTROLLER CABINET TYPE PA90 -A -35 -040 -9 (DAVIT AT 350') 10' PEDESTAL POLE AND BASE TYPE PA9o- A- 35 -D40 -9 (DAVIT AT 350') 10' PEDESTAL POLE AND BASE 2 Ira SIGNAL PHASES 2 -ONE 'MAY SIGNALS OVERHEAD AT 0' ANO I I' 2 -1 /C 2-014E WAY SIGNALS OVERHEAD AT EXTEND to PEDESTAL MOUNTED ALL INDICATIONS SHALL BE 12 2 -0 2 -TYPE 108 POLE MOUNTED AT 90 AND 180' EXTEND INTO 11H 10 FUTURE HEAD E%lENO IN70 NH 14 ALL INDICATIONS SHALL BE LIGHT 1 -I /C 6 INS. GR. EMITTING -TYPE 108 MOUNTED AT 917 AND 180 A DIODE (LED) TYPE ONE WAY EVP DETECTOR AND CONFIRMATORY =• 1ZSC ONE WAY EVP DETECTOR AND CONFIRMATORY LIGHT 2" RSC =• MC SERVICE CABINET TO HH 15 EXCEPT PHASES 1,3,5 & 7 OPTICALLY LIGHTS - PHASES 1 AND 6 1-5 /C i I -5 /c 112 2' Rsc LUMINAIRE -250 W N PS - PARITIES 4 AND 7 2 -2 /C c 6 4 -3 /C /12 (LUM) PR•GRAMM 0 HEAPS 2 -PED PUSH BUTTONS AND SIGNS (R10 -4b) LUMINNRE - 250 W HPS ., CONTROLLER CABINET TO HH1 EXTEND TO NH 1 a Y y� 2 -PED PUSH BUTTONS AND SIGNS (R10 -4b) O 4 " ` FACE ��I am EXTEND TO 11H 12 �F 4 -1 2/ 0 12 i � Mc I aea1TIT�1>c�c�9>c 4 -3 GG 12 9 2 -1z /C 112 '.� 13--3 /c 12 - ®�� — REMOVE t REPLACE 1 -3 /c 1 2O •6 4 -3 /C I • LOOP DETECTORS ® , 13- 20 E �� W ® PEDESTAL FOUNDATION 1• d CABINET TO FIN 15 4_1 ®—_ 10' PEDESTAL POLE AND BASE 9� MMINE TYPE IA PEDESTAL MOUNTED ♦♦ d 0 C 4-1 /LEE . EXTEND INTO 111 3 REMOVE & REPLACE d 2 - 5 /C I / C 2 E 4 -2 ®�� RSC 1 -5 /C /12 LOOP DETECTORS ® 4. 6 -J /C �12 F - C��RC J d 4 _CMIRCIE J 7. d / 13 -2 C 114 6-1 ®_�� ® PA 100 POLE FOUNDATION g� 2 / _ TYPE PAI00- A- 50 -D40 -9 (DAVIT AT 350) 2" NLIC rrk,_ t` J �C` r� J 0 3" RSC S TUBBED OUT 6 -7 ®�_ 2 -ONE WAY SIGNALS OVERHEAD O 0 AND 11• 2 -2 C n• �4' J C O �C+ • / (THREADED AND CAPPED MOUNTED AT 90' AND 180 ' �2 C: J P �7 ONE WAY EVP DETECTOR AND CONFIRMATORY ♦'K4. ? � ?? fir? d BOTH ENDS) LIME �C�� 2 -TYPE 108 POLE LJCHT -PHASE 3 AND 8 • 0I ? . -1 _ ®�_�_ WMINNRE - 250 W 10'5 ♦ 7 J 2 -PED PUSH BUTTONS AND SIGNS (R10 -4b) ♦♦ ?�7 M. b d ® ALL PHASE 1,3,5 & 7 SIGNAL FACES Y d d / 6 -3 11:3112111:31•1111111M11 EXTEND INTO 14/4 4 ♦ r tr, � 4 3" RSC ♦ • ;2� O 4y r • •'. SHALL BE OPTICALLY PROGRAMMED 2 - 12 C 1 ♦ s C• `' R � SALVAGE a REINSTALL ♦ OR REMOVE a REPLACE FUTURE SIGNAL HEAD INSTALLATION 4 -3/C 12 S' 2 f ♦ f • / ( ) ® F -NOT EXISTING. S `�'o �/ • O ♦ : - 1 -3 /C 20 ♦ IUNDHOLf ® PEDESTAL FOUNDATION ♦ ♦ ' 11. 1' NMC LOOP DETECTORS 1 1 , , 10' PEDESTAL POLE AND BASE ■ REMOVE & REPLACE (aR TYPE IA PEDESTAL MOUNTED ♦ •∎ o- - - • ♦ SALVAGE a REINSTALL) fr p cf . H r � ,► ' ��' EXTEND INTO HH 7 ♦ ♦ d � ( � \• ry � ,• - NRD STEEL CONDUIT ® � ji ® 1 -5 /C 112 \ 4 7j /'.y „ . ® 4M1 � .1 v , /// ///--- / R 100 POLE PWNOATION 54144400 9 POLE 010 PAST [F�� ® PA 90 POLE FOUNDATION ♦ • / d 4 l r © © / /// AIRI. SALVAGE t RERISTALL MOUNTING MAGNETS. SIGNAL ■ 2 itT3 11 TYPE PA90 -A -35 -040 -9 (DAVIT AT 3501 ♦ y d � % READS. LUMINAIRE. EVP DETECTOR & LIGHTS & ND PUSH 801 U '5'{ i 2 - ONE WAY SIGNALS OVERHEAD AT 0' AND 11' • REMOVE a REPLACE PEDESTAL A , \. ® R�.MINI ONE TYPE 108 POLE MOUNTED AT 90 AND 1817 •' • POLE FOUNDATION. SALVAGE a ® DUTEOUS a SIGNS ON NE POLL Alp MAST ARM. �� 2 - ONE WAY EVP DEFECTOR AND CONFIRMATORY LIGHT PHASES 2 AND s 2" RSC 11+ MOUNTING PEDESTAL w SIGNAL ® • REMOVE t REPLACE (OR � _ 2-3/C 912 + d NEAO ® 6111.00.....--- A w RT$-7� 1'f LUMINAIRE - 250 W HPS SALVA t RON EXTEND INTO HH BUTTONS AND SIGNS (R10 -46) • 11 . /j . O , RIND STEEL CONOIIR ® 0 t7��7{'f•� ,�,,11 � S" RS�C SALVAGE t REINSTALL 4 \J �' T•SiELT� 2 -1�C /1 2 ` c•L A (�� r` S 4 -3 /C n2 (OR REMOVE 0 � E � RSC - 1 2 ll `DD -`` 1 • F1 x -1x c #12 b (OR IYMOVE a REPLACE) Tr IITEMPIIIIIMMIIIIIIII 4 - /C S1 4" RSC + +1 t' • J✓ 1 - /C /20 ii A � ® ( w f��'fi� 4-12/C P= �• ® 5-2/C p4 © i _��_ REMOVE t REPLACE � �>, {',fth17RM I FR PHASING PFITFCIPoAIL 2 - 5/0 912 �TI AND NGMA B1 STRIA0 8-3/C n2 7 -12/0 P1, . { ' f ' LOOP DETECTORS ® E[Sg��TET��}� //./ J 1111E ` ( i3 c/ , /I• � , ' 4-" i i C iii iv ' ,' 400116' ♦ PO FOUNDATION. SVAAE PEDESTAL WEIGIMMGVEG■ 50 � 4 RSC /,, 1 -3 /C IRO d ` . ♦ REINSTALL PEDESTAL POLE. ■I73��iFSi• • TI n Fl 4 -tz/C n2 • 7 - 2/C P • © ®� ♦ ♦ HE OUN MOUNTING t SIGNAL DbIIfRRRi 2-5/C n2 d gill / ♦ L PO_2 ® -1 2 - /20 s t ♦♦ REINSTALL NREPUCEI LODTION - R O IN 7 FEET. FROM STOP BAR PO 1 9 -2 /C n4. t • NANDNOLE ® 3 FUTURE DETECTOR INSTALLATION- 4 -H 1 R EMOVE PA 90 TION • WRN PA d \ ♦ ♦ /-REA10VE a REPLACE (OR NOT EXISTING. - �g 100 POLE • , SALVAGE '�"/ • , AND MAST j • RI REPLACE (OR '+y ♦ / SALVAGE t REINSTALL) 4•P _i — ARM. SALVAGE t - ALL "P' /:.- • - SIGNAL I SALVAGE a REINSTALL) - ♦ / NON- METAUOC CONDUIT ® r ►1 HEADS. WM BUTTONS t MIAIRE SETE / , TS a PEI/ PUSH /// RIGID STEEL CONDUIT 'V{. •C \ . ON AND MAST ARM. n , ® ♦ 2" N C // �2-2/C /14 r3 y CC j E SALVAGE a RERST VE t REPLAC ) \,\\\\ ♦♦ y I OR REMOVE - Po-1 2" #M�1C d (OR R MO ® \ ♦ 0 t R 1 PB2 - 2 - 2/C 114 d � A ♦♦ (OR REMOVE ® ) . \ 0 i i 03 Oa r P4 - PBa A 1 d A' - ® I \ ,P' • REMOVE a REPLACE 2 0 d LOOP DETECTORS ® :. I REMOVE a REPLACE (OR A • , 70 B SALVAGE a REINSTALL) ME SALVAGED OR REMOVED IN 2000 IN \ PFIIFRTRIAN PUSH a47TONC RHAI L 0 I NON- METALLIC coma ® CONJUCTION WITH THE CSAN 42 RECONSTRUCTION \ K A n A< e.upWR RD ; / PROJECT FROM CSAN 39 TO 08144 STREET. \ ly SIGNAL SYSTEM OPERATION / • ; ® TO BE SALVAGED OR REMOVED 642007 66 - NNE 9049E 51 FLASHY= 15 ALL RED. j • CONJUNCTION WITH MOOT TH /101 //CSAH 39 • K ` � INTERCHANGE CONSTRUCTION AND OSAH 39 1 - mom OPERATION I5 a PHASES mm PHASE6 \ y SALVAGE t REINSTALL RECONSTRUCTIO BETWEEN MAN 42 AND T14/101 '10 • A• 40 I,3.5 9ND 7 �1NG PROIEC95 LEFT IIR4 PHASES 5 \ 1 dW g - PHASES 2 t 0 SHALL CIE OR MOE REM. ` / ( ® H REPLACE) 6 filE =mom DATE REVISION I Ivry way that thR PIaA , :.mr r °,r;-. that a , . n 0mY „FA Hakanson Anderson Assoc., Inc. r EXISTING SIGNAL SYSTEM SHEET SALVAGE/REMOVAL PLAN 14 LOA* Ism atat we MR NE Io A cla E..v1H.w. and LRaa s•.,,.�, 11 o D ADS 5/23/06 3601 Aatm AN. Anoka w a Pmw 55303 T RAFFIC CONTROL ROL SIGNAL SYSTEM 13 m. as - eH4,.� " e um 703- 427 -5860 FAX 763- 427 -0520 C.S.A.N. 42 & C.S.A.H. 39 V>,.�.v.. n rH•- mmw„m4.,WH.r,.arr1- }?C- __ 616 07373 aRR.AakmHm v EH n- 0n4ersonaam W 783 ORR R R CITY OF OTSEGO, MINNESOTA 17 s 01373 NMC LOOP DETECTORS O ,.. w0 7c.. F J' 1 PE DESTAL FOUNDATION O® PA 100 POLE FOUNDATION 0•1 SERVICE CABINET TO CONTROLLER CABINET TO NH 15 YP PA 0 A i5 0". -.' A 330') 10 PEDESTAL POLE AND BASE TYPE PA100 -A -45 -040 -9 (DAVIT AT 350) W CONTROLLER CABINET {' RSC NUMBER SIZE FEET) LOCATION +_Oi Y 43 I + . F T U AND IP TYPE to PEDESTAL MOUNTED 2 -ONE WAY SIGNALS OVERHEAD • 0 AND 11' 2' RSC 4 -12 /C /12 ' 1_1 6)L4 4g 74717' 7 -T.F POP POLE 740 10 A MH 730• EXTEND INTO NH 7 - 2 -TYPE 108 POLE MOUNTED AT 90 AND 1130' N < 1 -1 /C /B INS. CR. 6 -3 /C i12 2 -1 /C /6 2 -S /C /12 7471 WAY E`JP DETECTOR APO C FAT 1!Y 2" RSC ONE WAY EVP DETECTOR AND CONFIRMATORY D1 -_ 4 6 ' 10 LIGHT PPII 1 AND 1 -5 /C /12 LIGlIT -PHASE {AND 7 = 1 y- RSC 0 SERVICE CABINET TO 1414 1 IS -Z /C /14 �� 1091110 '£ 50 V. 11 LUMINAIRE - 250 W HPS = N 2 -12 /C /12 r RSC 2 -3 /C i20 2 - 4-3/C �� -�� fX END 7 1 s 11 0'l i !,0 -s A/10 s!r, , (l. s,l T 10 0 100 FOUNDATION 040OY (DAVIT AT SSp) EXTEND INTO PUSII HNQU2 ONS AND SIGNS (Rt0 -sn) { 7/C 12 CONTROLLER TO NH 1 3 ? RSC OUT (THREADED O ■•12g ➢7�' 2_!2/:; /!; 2-ONE WAY SIGNALS OVERHEAD AT O' AN 4-12/C /12 O 11' 2_12 C /12 1 -3 /C /20 AND CAPPED BOTH ENDS) 9 1 8(6 11 2 4-3 /C 132 2 -TYPE NOB POLE MOUNTED AT 90 AND 180' {_y� /1Y Q 10 -2 /C /11 RSC 4 8/18, 21I .-3/C ' 9 74 ONE WAY EVP DETECTOR AND CONFIRMATORY 1 -3 /C /20 I 0- 2 -5 /C /12 70 BE ADDED OR RECONSTRUCTED IN 2006 IN - 1 LIGHTS - PHASES 2 AND 5 6-3 /C /12 2 6 6 2 50 LUMINAIRE -250 W 14PS r RSC IS -2 /C /14 CONJUNCTION WITH 1 39 CSAH 42 RECONSTRUCTION PEDESTAL FOUNDATION i I£I Sa 1'7 OA.TI:sN PROJECT FROM CSAH 39 TO 85TH STREET. t PEDESTAL POLE APED BA.' 2 -TE PUSH BUTTONS AND SIGNS 610 -40 _ ( ) 2 - IZ C 1 2 2 - 3 C 20 EXTEND TO NH 0 •' i 1 �: Rt1O RASE .3 / / TO BE ADDED OR RECONSTRUCTED IN i(0 1 PFD. 53.. M504000O TIP' i UI. •:ED 1 - 5 C 12 W -5 6 1 3' RSC V I I hS C 12 ® 2007 IN D5-1 g 4 txssos 000 !HI 3 2_12 C /12 A FN h Y N ?c E� E I 6 'fie / / CONJUNCTION WITH MNDOT TH /101 /CSAH 39 • -2 6g6 2" RSC { -3/ 12 T R:� I N 1 -S /C / 20 INTERCHANGE CONSTRUCTION AND CSAH 39 . -3 11:103; Q I -S/ 6 1 -3 /C S20 •' t + • 6 -2 /C / 1 4 RECONSTRUCTION BETWEEN CSAH 42 TO TH /101 i. •?# ® � .- 3 Cry / C A11 �� a C 14 NBU• ENT - 6 MAY E $ f - 6 )I q 3 A1 11 ) 2 %C/ 2-5 C # 2 'O '� - / ' • - 2 �� +X- FED PUSH BUTI!S A NTP H� W 111 111 S 1 -S C 12 2 -1/ C 2 _, ► J 1 / PIAND MGRS (RIO -•4U - � ..- y a ze o +" nsc. 2_y / /20 1 s' it. es k IN TI De -S a'Xd tn 1.11. C #12 — 15-2 /C /14 ® E L A ND DETECTOR C.S. A. H. _ `` � �D 6 - 4 " /12 r— LOCATION s DISTANCE FROM STOP BAR I -3 /C 920 2 6 PR i19 " 1 I ®` & 06 2 RSC TO DETECTOR IN FEET. -"� - EVP DETECTOR 61 -S / / T (FUTURE DETECTOR INSTALLATION- _ - - - -_ - - -- - _ - -_ ' AND LIGHT ■• ii 01.1 ITC /14 06 -2 OT INCLUDED IN THIS PROJECT. 444ET ,. ®I ■ / .�D1:2 __ - - - -c ONS AND PUSH BUTTONS " IXt4EY 1 �02 k 0g� (� _ �.r' CONTRIVIER PHASING. PEDESTRIAN INDICATI -- - -- - - DETECTOR �V \ �� j ` -'_. - I) _ V H e.1t AND LIGHT - .�. • I EVP OET ® ...../eN/ 1 !64 X17 ® 13 �� S S AND LMHi ® `� a:� _-�= -za =e.m =- _° 1 ccc� - - — — �ee� �E ` ® © % 24 , TWIG 4 RSC � bf1 ...i.,7?:,.... � 1 2' NYC • ' P.. . 2 'i ■ 1 x-x/C /1A 4-12/C Ix /c /12 e .� /f . 40 I, .., ■ ■ ■_ ■ ■ INTERCONNECT O ,1 P6_i @ -e PR /1f \ � � � � �� EAST 16 PR TH 101 1 -5 /C /12 9 -3 /C /12 i�� P8-2 i1 z�c / %s ®1 �(. I''♦ NOTES • - /19 -- - - . - -. 88-2 - 1. DU RI NG THE NEXT FEW YEARS, EACH LEG OF THE CSAH 39 /CSAH 42 INTERSECTION IS c — 4... Y • ■ . /+ ANTICIPATED TO HAVE NAMES ADDED OR TO BE COMPLETELY RECONSTRUCTED. WITH THE — per} 06 2 - 12/0 /12 I 00166 CURRENT CSAH 42 STREET IMPROVEMENT PROJECT, THE SOUTH INTERSECTION LEG IS d BEING RECONSTRUCTION AND AN EASTBOUND TO SOUTHBOUND RIGHT TURN LANE (THE 1 -5 /C 012 4 SOUTHERN MOST OR QUIS LANES) IS BEING ADDED TO THE WEST NEC. EA _- 1 4-3/C /12 INTERSECTION LEG IS EXPECTED TO BE RECONSTRUCTED IN 2007 IN CONJUNCTION WITH - "- - -- - 1 -3 /C 020 YNOOT'S TH 10I H 9 HANE CONSTRUCTION PROJECT. WITH THE FUTURE .:, P- ( _ 9 -2 /C /14 I I •2-6 PR /19 DEVELOPMENT OF OTS WATERFR G ONT NORTH PLAT, AN ADDITIONAL SOUTHBOUNTHE ST D 70 WESTBOUND RIGHT TURN LANE IS EXPECTED TO BE ADDED TO THE NORTH INTERSECTION * ..� SIGNAL PHASES 3' R LEG. THE nYSEYOUIS ET IS INTENDED TO ALL INDICATIONS SHALL BE in 2 -12 /C /12 MODIFY 5110 UL EXISTING ATE INTER TRAFFIC CTION CON UT SIG N SYSTEU SHOWN ON TO FACILITATE THSHE THOSE PROPOSED - 02 1 ALL INDICATIONS SHALL BE UGH 1 -5 /C /12 ROADWAY IMPROVEMENTS. ®/g EMITTING INODE (LED) TYPE 4 -3 /C #12 EXCEPT PHASES 1 3. 5 t 7 z: ' 2. SEE SPECIAL PROLUSIONS FOR PEDESTRIAN INDICATIONS, LED INDICATIONS, AND CITY -;.- - OPT AL '10 �. AYE' NEM 1-3/C 020 I I FURNISHED MATERIALS. Y; � FACE 6 5 6 RLTA YLTA GLTA •1-8 PR /I9 I 1 3. EACH SIGNAL FACE SHALL HAVE A BACKGROUND SHIELD. MIME tit \ (104 \ ' � - 5 "' a '" • / ( 0 f, •t - � — t �� 3' RSC 4. LOCATIONS OF POLES, PEDESTALS, WNDNOLES AND LOOP DETECTORS SHALL BE �{ • • • • 2 -12 /C /12 1 I I I DETERMINED 94 WRIGHT COUNTY TRAFFIC OFFICE PERSONNEL. ® - v, " lIIl9'tJCaBL 1 -3 /C 120 / S. FOR TYPE 'D' SIGNS SEE SHEETS 2. I ' P2 -I® 1 ''111 : : ■■ 1_6 PR /19 11 6. 3/4 HALF COUPLING, 3/4' PIPE NIPPLE AND CONDUIT OUTLET BODY FOR EMERGENCY NYC VEHICLE PREEMPTION EQUIPMENT SHALL BE FURNISHED AND INSTALLED • • • I 2 2/9 /1 APPROXIMATELY 8' FROM THE END OF MAST ARMS 1,3,5 AND 7. I I 03 P 3, Ea■��[ =IC�c �1� ■�[J LJt •z• ONNECT 1411C 1 a $ • MONG 42 �/ 0 7. FOR SERVICE CABINET DETAILS SEE SHEET 4. ! f • • • ■■ •1 6 P0. /FY 11 9 W NM . ALL LOOP DETECTORS SHALL BE NON- YETAC CONDUCT (NYC) TYPE. FOR C 100P I I W P+EJS■ ■ • fi t — l[�I[ - 1P \ 1 11 I 1 DETAILS SEE SHEET 5. PFOFRINAN PUSH BUTTONS SHAH [ IOCA000 AS SHOWN ABOVE V 0EII��/L�t�gC • • • E 9 FINISHED GROUND LINE SHALL BE WITHIN e' OF THE TOP OF THE CONCRETE SIGNAL THE SYSTEM OPERATION _q • • • N I 1 POLE FOUNDATIONS. PROVIDE AND PLACE FILL AS NECESSARY. T SIGNAL 5551(0 1143514 MODE IS ALL RED. S • • • 1 1I 11 ' i 10. ALL HANDHGLE5 SWILL BE PVC TYPE WITH METAL FRAMES ANC COVERS. ® - NORMAL OPERATION 15 8 PHASES WITH PHASES ALL PHASE 1. 3. 5 & 7 SIGNAL JR R 39 a 1, I u 1, 3, 5 k 7 BEING PROTECTED LEFT TURN PHASES. FACES SHALL BE OPTICALLY 1 XC � I 1 a • ta T • TNESE ITEMS (MASTER CONTROLLER. CABLE. CONDUIT 14 /0R HANDHOLES) ARE PART OF - PHASES 2 & 8 SHALL BE ON VEHICLE RECALL. PROGRAMMED. w 1l2T THE TRAFFIC CONTROL INTERCONNECTION SYSTEM FOR CONSTRUCTION k COMPENSATION PURPOSES. DATE REMSION 11rE•Y ••Wr TAM 1Nt Nom. - !OB! : E 1 n..ML • 'I: ,'' r �' "'Y °P 57 1 Lirrp4 „� Z w no 14E c liv Ml E E• • Lena S r• dre A. •14 M Hakanson Anderson Assoc., Inc. arr 0 ULTIMATE INTERSECTION LAYOUT PLAN TRAFFIC CONTROL SIGNAL SYSTEM m • `, A04 5/2S/85 ]601 7M nlw • Awkq Yhnwu• Y')O3 ase RLI6 783- 427 -5850 TAX 783 -427 -0520 C.SJIH. 42 & C.$.A.H. 39 . r ,,; • ; k „- w „ w ,,,, 9 .,, R0 , A , v n ,,.,,,,.,. oa. N. J RJR 01373 _ von.aawuwl- ands•oP.cwn TQ wur RlY R ROAD CITY OF OTSEGO, MINNESOTA 17 SHEETS TAT, • • • (11MH- 7 • ® - , 0 0 C 0 [si 1 I .: ?.., :..-.. • .,:.!! 1 • . , - . i 1 - i ® 92 INTERCONNECTION e . e D1-1 I 32 63 .1.0112 lo,-. ,,__1_ : , eF 0® . 0 HH - 8 1 ALONG CSAH 39 . • D1-2 I , 64 4__ 4•031:1 106-_,..„._? —..- F-- - R C YL F r i r . 1 1 r : 11 17 _ - : 27.. 2 I - 1 : 14 ;1. --1 D30 OH H - 9 -3 *-- *--- , 0 20, 20 _j 1-- NELI ---1 -- l__ _ '' --1 03-4 0 ...-- = r-c 8- 4 Fi cL81 4.3■•• Illeg■ 51 I 53,54 ';.; ?II 0, '- ; ) I j• - RED 1 , 1 1 -- - • -Li- -4)- 122 ---•-• --•-- Fi :D8-5 0 F :8 1G ,.., i 31- I 41 43 -2 1---1 0 7-4 I .; . _ l _ , . i --..- _ , 6 1 ) ( P-.) . i?11 q.1, g!_ -- S3 - ." - a -- HH 1 -- 1--- GRN- - - ' "4, ---- T --RED -- i •'I'i r ' - ,,, .. - w - -- NE1.1 ----' ----.- ___, .-----1 — — I — EVP 11(1- --I i ---- EOG - , t6 - YEL. -- SPR -- CPTI l_f_ ---- - I , 50 --_ -e- , -e- 5,50-60..92 1 HH - 1 0® „:_, ®® VLY 63, 64 --- SPR NEU •-- ---E _ Da- 3 e 42 pea TI 03- . ) .- 161 W Fi ® 49 --•- --•-1 23 25 --'-- RED _2 ----, I C5-4 51 _ 114 & 07 1 ___..... --. EVP --74 ..--- — 171 & Pti _23 — yEL •-GRN--- _ _ H. r F iii.•17 . --•_r oa-4 0 DETECTOR P2 45J 1 to b 3-21® --..- -----1 -- I -03-- .- 4, 23-33,63, 64 _ HI- 1.. - - - -• _ ) 8 E__ _ --•E VP DETECTOR 1 ' 1, 5 I 4 - NEU .1- --- f_ 06- 5 0 4M 44 I 1 5,47- .9, : 0 i 4,_23-2 J L1GH t -- '- I " - .1,3 ---{ D8-1 0 46 T- 62..92 1 1 *3 & 0.3 --- 124 -- P--? -1 -- RED , ---1 1 EPP. -41 03-2 ® LUMINAIRE A -,,,,)TOP - ----1 Pft - SPR ---, 3 - I 6 . HH -11 0 PC 22 4 - 0-- 0 , It):' - ----CPA ' - CRN RED — • -.- 26 NU- ---03 & 08 ' I - - li - tr OHH 1 LUMINAIRE f.)\ t 18 29 E s- 1. 1 - 7,1 :11- I ---,NU< Pb) GIN „ 9 r --- ---DECTECTOfZ 1 1 -- RED 1_ 4..2 , i ----- 6,41-46 5 . 7 . - 9 . 2 2 , 5,6,39-62..91..92 0 04-1 v 5,55-60 HH -2 , - SPR RED - r .._,„ --RED H H - 13 CD ® I T EF<_____,-6-.-7:-A NEU ---1 - YET. -8- 1 -- NEU -- -: 04 55 YEL - . --J1 •a' ---- L -- F * 2 * . " - -J 1 -- ORLI ' 16 1 -- EVP L16111.- 4 GRN 39,40 — ---W.L. j -NEU -- NEU -1 ':‘ k" 3 - - - A L I 4 16 17 ...7..! 16 :E L— 2 .. ' ) j 17 --L-1. 4, 16- 13, GRN 25 - - WV IN, 2 SPR VP I 1131-IT - 05 I I 8 I- I 4 P8 ii--- , 63, 64 • EOG -OW , ' • - -- EOG •---•SPR ® -•-•-- 58 1 ! -1 I --- --- - ---SPR 14:•1 & 07 •-- SPR. r_10-4--:- ---.- 1 • e.5- Ill • 55 P 4z 1 .0--, . 7 k --- NEU - ' P Er, 1 P82 k)4 r.__ 6364 --- NEU I Pt - 1 1 4 r -02 it: 05 59 7 _ , -- OW - I - - - DETECTOR -4, 05- 1 ----. .. -- YL TA ------1 --. re.......... k — 1 FIH -1 -P64-1 1 P94-I 194 - ',, — ,, i - Pco - [ 4) -- -DETEC TOR --a."0:" 11 - F._ Nal L---01.TA - 4 34-62 --1--W F1(, . 0 I --LOG 'LI.. _ 4 _ . . 1 - ,ED --1 •91,*92 I --- - • R88-1 -e- --- SPR 60 r l' _ 1-P4-2 1 • 1 --- 1EL I . 02 05 - 1 p86-2 3,7 I 12 r-- SPR - ... I 1 56 A 1 • --- 12 f 12 7 ..:,‘;trvEi,:' _ „ Ill- 1- 7 - - H H 1 ''' DETECTOR L_ALUMINAIRE 1 1 -- PB6- 2 I .' . ELt LUMINAIRE A 3,41* 27 [ --PP--6-1 ro ,„ 0 P2 • - NEU I r ,,, R --- I FROM ..._{.__ D4-3 CD • [ , - •- •fiEu I r - __ _____ ------ - • --- SPR : 'F':1-" - 1-1-2 1 NEU 1 P6 -- -- 28 - - 4.. ., CONDUCTC5R COLOR COON, ___ 1- -.- Ll rA 1 - - P.1. TA 0-,), • ;11 0-2.) II 0 --1 15 r-- , , -- PB8- 2 I :.:i 1z. - - YL : 11 LutAINAIRF J- - • 57 - 0 1 _ . u ' _2_9_j---- 06 ® ' -1-..46 --- GC A -j ---- t 5-1 111 4 4 :_11 1 --ei et. ---1- - • 45/C *1? 6--- D4- L._..... ® 0 . — Vili 7•1: . 7:1 1 ___ k „ Lk.; Vi 1 9 i •-R/BLK -0/6LK P ---1 1 r - - D4-2 ____ - __ -• --r--- NEU P2 -1 i 0 . 7 --- M.K. -1 LUMINAIRE 4 4 F ---- -- -- ' ' - i) ' '-'' • . •81.16Lv. y•i ---1--- 1 52c #I7 -- RLTA -, -- T U RLA -- I ' • - L:W.4 - , ( Et- NE 1 i - 1 --- -- cL. : ECTOR 0020 e,---S- 711.1/671 EiLIS ----1 3, -- A TA 4,... 1 - I I 160.E 3 ID E ET INSTALLATION 61 ,) I -" R I T E O E SN : . 13 1 :E E IN D AD . D E 7 " C I O:N i t ' ; 0 0 N R - ® ri7;;;;;PE. '''''. . - 1L iAIR : FUTURE Pb , 5 . T2 - 2 - 81_4 to: 9 OF, 0 - 0/E9. WH 09 r' ELN OR -- --1 - 1 - "C. 62') ;.E1:7---;;LLTTAA ! 3 ' 1 I - GL TA 1" NEU -' 1 --- 80 i Q11, ,, --- NT 1. 1 ,•:,j: 1 l - 1 16 --- . SET: WITH THE CSAN 42 RECONSTRUCTION ; - - EOG 1334-- D 1 - 16 t5 ® 1 ,4 1 _ 'L9 ERE --, . 19._ 4 .1.---14a , , 20 r ___. p PROJECT FROM CSAH 39 TO 85TH 0 - 1 D1 .0,21 STREET _.,. .../1 - 20 L -- fr -- !IP ■ *91 INTER 41 1 - _ ? _ --2 _r -4,-T NOTE: ALL 'IERInAINAL BLOCK CONNECTIONS CONNECTION ■--- P68 •• 1 TO BE ADDED RECONSTRUCTED OR SHALL T.:2,RRANGEO fkS EP ECIF1ELL P.BOV_ ...61 D1-38 ALONG CSAH 42 Q3 ,----,"-^ :2.1- ® 9 ;,,•;. REWIRED IN 2007 IN CONJUNCTION k , k ,' , WITH I4NDOT TH /101/CSA14 39 11 - i ,L 0._-_,_ : • :,-,- KUL _6_41= 01 - 416 92 3 1 INTERCONNECTION ... LL -r, .„. i •• ■; 4,,, --,- - -1 ..... ) INTERCHANGE CONSTRUCTION AND • THESE ITEMS (MASTER CONTROLLER. CABLE. CONDUIT WOR HANDHOLES PART 4 TM . ,4 CSAH 39 RECONSTRUCTION BETWEEN ALONG CSAH 39 OATE REVISION I @rig min@ 1.11 tele Pre. ;-, - me& CSAH 42 TO TH 8101 T U R I A T F I F MATE R C C O F N I E L W I L D I SYSTEM scz, ci 1,.. ., -7 ' Hakonson Anderson Assoc., Inc. (mom w. " • 'a '''.' " "" liffll Civil Engineer@ and Lone Surveyor. • \ ... 3601 Theralen Ave. MGM. Minnesole 33203 '' C.SA.11. 42 & C.SA.H. 39 . , "g .- . 6... :37.3 1 713-427-3060 FAX 703-427-.0320 onnebokensea-anderson.een, h BM I0D CITY Of OTSEGO. MINNESOTA SHEETS • . 1 .imilli.- ----_ "ifti-ITGP i!,1 - j - 1 ' v \\\*%.''''.- 0,/ 111!1, u 1 16 .. -.9 5 '''''.1311// !AE S ( \ • � , ti 96_1 -- E ®1 , ..001,2 Ai ® - ® A l / , ::: _--_-________ T ________ - •2 N ®® =c ®= __------ : :sv -s.. , MC x == 1'4 l •1 -8 PR /If 2' NMC �r , n , HOLE 12 NANO HOLE 125• •1.6 PR 1 /19 39 STA \ • • ■ ■ ■ �� CSAN 821+003 (WRIGHT CO) STA 6NT CO) ■ 1 . 11 - . Sl' I CSAH 19 STA 7 +903 (MnOOT) I CSAH CSAN 19 39 STA 10 +604 23 +703 (MnD01) (WRIG 11 i .• a I lI •Ir. f CSAH 42 INTERCONNECTION CSAH 42 INTERCONNECTION NAND HOLE 14 ----- — N CSAH 39 STA 826 +603 (WRIGHT CO) .! ' F1f v 2' NW 9_6 PR /19 I CSAH 19 STA 13 +503 (MnOOT) . CSAH 42 & TN 101 SIGNAL SYSTEM • NANO HOLE 6 ROIL CSAH 42 8 CSAH 39 • THESE ITEMS (MASTER CONTROLLER. CABLE. SIGNAL SYSTEM • CONDUIT & /OR HAIICHOLES) ARE PART OF THE TRAFFIC CONTROL INTERCONNECTION SYSTEM FOR CONSTRUCTION & COMPENSATION PURPOSES. It 39 0 30 /0 'GU IN FELT DALE REb90N 1 ArN5 aaWE 66 the No\ 69166 . y � ,, -11 .Ea Hakanson Anderson Assoc., Inc. a CSAH 39 TRAFFIC SIGNAL S""` M w 6. 66e 9e Mi Civil Engineers and L«w Samisens I �� INTERCONNECTION SYSTEM 17 M � ADS 5/23 /06 , 3601 Rw.lm A+.. Anoka, MYM.wo 56 \ CSAH 39 TO T.H 101 17 • .01661 91.0.. un1 6166 at in 78J -{27 -3660 FAX 763-427-0520 „ w : owI „ - ,,,, » , ow. n. ' E,� 11,. 19111 o73» .... eawneon and.,.en.e,m T of aB Ra■► ■ R RDAB CITY Of OTSE00, MINNESOTA SHEETS • ITEM 8_ 4 RESOLUTION NO. 2006-58 RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS WHEREAS, pursuant to Council requesting, Hakanson Anderson Associates, Inc. has prepared plans and specifications for the C.S.A.H. No. 42 (Parrish Avenue) Signal Plans, Improvement Project No. 06 -12. And has presented such plans and specifications to the council for approval; • NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO MINNESOTA: 1. Such plans and specifications, dated July 24, 2006, a copy of which is attached hereto and made a part hereof, are hereby approved. 2. The city clerk shall prepare and cause to be inserted in the official paper and in the Construction Bulletin, an advertisement for bids upon the making of such improvement under such approved plans and specifications. The advertisement shall specify the work to be done, shall state that bids will be opened at 2:00 p.m. on September 7, 2006, in the council chambers of the city hall, 8899 Nashua Avenue, Otsego, Minnesota, 55330. No bids will be considered unless sealed and filed with the clerk and accompanied by a cash deposit, cashier's check, bid bond or certified check payable to the clerk for 5.0 per cent of the amount of such bid. Adopted by the city council this 14 day of August, 2006. Motioned By: Seconded By: All in Favor: Those Apposed: Larry Fournier, Mayor Judy Hudson, Clerk OT373resPlansOrdAds RESOLUTION NO. 2006 -56 RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS WHEREAS, pursuant to Council requesting, Hakanson Anderson Associates, Inc. has prepared plans and specifications for the construction of Water Tower No. 3 — 1.0 MG Fluted Pillar, Improvement Project No. 06 -02. And has presented such plans and specifications to the council for approval; • NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO MINNESOTA: 1. Such plans and specifications, dated August 4, 2006, a copy of which is attached hereto and made a part hereof, are hereby approved. 2. The city clerk shall prepare and cause to be inserted in the official paper and in the Construction Bulletin, an advertisement for bids upon the making of such improvement under such approved plans and specifications. The advertisement shall specify the work to be done, shall state that bids will be opened at 2:00 p.m. on September 7, 2006, in the council chambers of the city hall, 8899 Nashua Avenue, Otsego, Minnesota, 55330. No bids will be considered unless sealed and filed with the clerk and accompanied by a cash deposit, cashier's check, bid bond or certified check payable to the clerk for 5.0 per cent of the amount of such bid. Adopted by the city council this 14 day of August, 2006. . Motioned By: Seconded By: All in Favor: Those Apposed: Larry Fournier, Mayor Judy Hudson, Clerk OT521 resPlansOrdAds C .S.A.H. 42 (PARRISH AVE) SIGNAL PLANS GOVERNING SPECIFICATIONS THE 2005 EDITION OF THE MINNESOTA DEPARTMENT OF MINNESOTA DEPARTMENT OF TRANSPORTATION TRANSPORTATION 'STANDARD SPECIFICATIONS FOR CONSTRUCTION' SHALL GOVERN, ALL FEDERAL, STATE AND LOCAL LAWS, REGULATIONS, AND CITY OF OTSEGO, WRIGHT COUNTY, MINNESOTA ORDINANCES SHALL 8E COMPLIED WITH IN THE CONSTRUCTION 11 OF THIS PROJECT. MINNESOTA STATE AID PROJECT )0C 00C-M ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE MMUTCD, INCLUDING FIELD MANUAL FOR TEMPORARY TRAFFIC CITY IMPROVEMENT PROJECT 06-12 CONTROL ZONE LAYOUTS, JANUARY 2004. NE 1/4 OF SECTION 22, T 122 N, R 23 W CITY OF OTSEGO PROJECT 06 -12 • SHEET INDEX THIS PLAN CONTAINS 17 SHEETS 1 Title Sheet EC 2 Standard Plates, Schedule of Quantities and Signing Details LOCATION CSAH & 8516 Street Interaeclionl Layootelan i i. Filri6 • � 7 CSAH 42 Tr 85th Street field Wong Diagram CSAH CUE 39 OM STREE 111 _... _ -- 1 • 1 › , 9 C SAH 42 & 87th Stre t inter ecuonl L yout Plan Of �` 10 CSAH 42 & 87th Streal Fleld WSrMg Diagram � " ` . y , � 11 CSAH 42 Traffic Signal Interconnection System 1 1 i /- - - -ten y\ 'Rj i I 12 Eaisting Interaecton Sgnal Layout Plon u :,`'' " 1 'Ae o" •am a ,� 13 Existing Field Wiring Diagram t. 1 ! L o ` • 1 14 Existing Signal System Salvage / Removal Plan t y - • . -. 15 CSAH 42 & CSAH 39 Ultimate Intersection Layout Plan • y 1 88TH ]� ii . sr I 4 16 CSAH 42 & CSAH 39 Ultenate Fldd Wiring Diagram �,�.,. -' 1 \ b g ` 0 -- CSAH 39 Traffic Signal Interconnection L Plon ' 411; It I Ii } \IV .4.- - "-' -- RECOMMENDED FOR APPROVAL PROJECT -a -- 7-7,-„,, , .,' . MI 1 LOCATION -- _ !! - -- �larer` 1 3 � 26052 04/24/06 �j�d� -Lg STREET , ` _ _ 3 ! e ®`. PROJECT �AW J. WACNER P.E. License No. Date RON ENGINEER r 4, Q ��l r r n IL LOCATION PROJECT . .1 ��c 23 �, nvir /1/'�� I n ' o I WAYNE A- FINGALSON, P.E. Oate LOCATION 1 k 4, WRIGHT COUNTY ENGINEER 1 11 1 4 sa sr 1- 1 BSTH STREET? � ' 4 55 .. _. - i$ I__, u_ � ", , a l 1 I , R+ I DISTRICT STATE AID ENGINEER Dote _ 15 1 7 rI I I '� - I L a,r�., 6p I' I I 1 � C RENEW FOR COMPLIANCE WM STATE I - 1 � ] F f L 1 J I .¢ : -� ND RULES / POl1CY I- - II L - 1 s✓ ,`s�a�yyEI E r■ IN l FAI i. —i 'ft E7 I � ' 1 i IC 1I1 Y 'S 4(\Y f CE ja I lj - ( \ ^@ A/.jJ r ' I • L e y ,, - -- >7 2 a y - - -� 1,, STALE AID ENGINEER: Date C `+t,'li P `-,'S:' i t. .: r y x. r. Mm s1�En S - ilk I hereby certify that Inls plan specification, w_ • t x ¢ t:‘,... �l cy 1(11 �r ]�. 777 spec, / P repared by me or ender la direct per �Tai fe \ f,t � W mmmmd 1 � 1 t III -t I I{ I a duly Licensed Professio En d r .� O , r = � au,.,uuw ...∎V -- if 0l the Stale o f Minnesota �(�� \ 1 s t I v C \ ' V yv ° 12651 07/24/06 ^ 400 a 400 1100 1000 0 1000 11100 JAMES \' , P.E. License No. Data c LOCATION MAP ac.E rm VINICITY MAP , _ N MILAN ER ASSOCIATES, INC. OATE REVISION KINN If ELI 1 I te.' lifiL owwara L THE =SURFACE T If08MIGN 11411 8 IN ISIS 114 ° = 1IM IRUIT Wotan me L Y, IRS 1/11.1N UIMRT ' Ha Anson b -�� • OF Cl/ASCE ' T AND E � Ass lnc. State Aid Project No. XX- XXX -XX (CSAH 42) e CM' 773410 FOR 111E COLLECTION MO DOLMA OF DIMING era 00 .r. w L.0 sow.. 1108141 COMM 1151141474 4U618FACE MIT RATA" 1w Ir...... Mr* WY 113 MI SHEET 1 OF 17 SHEETS OT373 SCHEDULE OF QUANTITIES STANDARD PLATES Bid Sah.dul. "A" - CSAH 042 SIGNAL PLANS THESE STANDARD PLATES AS APPROVED BY FHWA SHALL APPLY Estimated Item No. Sp.. Ref. Description Unit Number of Unite PLATE NO. DESCRIPTION / 2565.511 full 7 Act 7 Control Signal System at 85th 51) 51G. 5Y5. 1 IN IOD TRAFFIC SIGNAL BRACKETING 2 2565.511 Full T Act T Control Signal. System al 8711* SI) SIG. SYS. 1 3 2565.616 Revise Signal System (a1 CSAH /39 SIG. SYS. 1 (POLE MOUNTED) 4 2565.601 Traffic Control Interconnection LUMP SUM 1 81110 TRAFFIC SIGNAL BRACKETING (PEDESTAL MOUNTE0) 81120 PEDESTAL FOUNDATION TRAFFIC CONTROL SIGNALS 8114A P.V.C. HANDHOLE /PULLBOX NO VEHICLE LOAD SIGN LEGEND 81150 PEDESTRIAN PUSH BUTTON SIGN SIGN SIGN 512E SIGN SIGN REMARKS ESTIMATED INSTALLATION LEGEND NO. INCHES MESSAGE COLOR QUANTITY 81180 SERVICE EQUIPMENT at POLE (1) RI0 -4b (R) 6' 910" PED PUSH BUTTON SIGN BLACK ON WHITE AT 85TH at 87TH ST. a TRAFFIC CONTROL SIGNALS (1) RI0 -4b (L) 6 " %10' PED PUSH BUTTON SIGN BLACK ON WHITE AT 85114 k 87H 5T. 8 8II9C GROUND MOUNTED (2) D3 36 " 048' COUNTY 42 WRITE ON GREEN MAST ARM MOUNTED ON POLES 4 I & 4 AT 85714 & 87714 5T. CABINET FOUNDATION (2) DS 66 " %2 {" 85TH 5T. WHITE ON GREEN MAST ARM MOUNTED ON POLES 2 0121E TRANSFORMER BASE 3 & 6 AT 85TH ST. MAST ARM MOUNTED ON POLES AND POLE BASE PLATE (2) D3 66'524" 8714 5T. WHITE ON GREEN 3 & 6 AT 87TH 5T. 2 81220 PEDESTAL AND PEDESTAL BASE PEDESTRIAN PUSH BUTTON 516115 (810 -414 SHALL BE INCIDENTAL TO THE SIGNAL SYSTEM. (FOR TRAFFIC CONTROL SIGNALS SUPPORT) 8123E POLE AND //AST ARM MAST2ARM MOUNTED STREET NAME SIGNS ARE INCIDENTAL TO THE SIGNAL SYSTEM. 8124E MAST ARM SIGNAL HEAD MOUNTS 81266 POLE FOUNDATION • (PA 90 AND PA 100) 81300 SAW CUT LOOP DETECTORS TYPE ° D" SIGNS N0. OF LOCATED ON A SIG NO. PTS r 6,1* A lb- o" a 60 l -a. PANEL SIZE RED. P R SPACING PER SIGN A 016 NO. . FT. MAST ARIA 1.6 8 TH " { I { 8 5 t h St 2j p -3 36 "048" 2 N/A N/A 12.0 10' ISTD GAY ` a" ` D -3 36 "546" 2 N/A N/A 12.0 14' 1 57TH 57 4 2 ga I I 28.1" I 1 12.1' 18.4' J D -3 66"X24" 2 N/A N/A 14.0 1 I aB 811. I p -3 66 "X24' 2 N/A N/A 11.0 g• 31 1 3.0' RADIUS, 1.0' BORER, WHITE ON GREEN: 87TH ST '�% J`�(,� /� 4.0 85114 SI" E 1400: 1. MAST ARM MOUNTED STREET NAME SIGNS 4( V V ARE INCIDENTAL 70 THE SIGNAL SYSTEM. _ 1 _ L SIGN 0 52 DETAIL 1 1 No SCALE 4.4 -{OF- 24 --IsI� OVERLAYS 36 II f `y , 5a. Fr. 0-3. M , s 48 " . o p' s0 a. Y' a' 87th S t PANEL 110 OVERLAY 8.0 Rad1oa, 1.3 Border, WAR* on Groan a ' 2 {' 0ouWe Headed Arrow 5 - 24.0" 0' D_3 Mt -6A 4 24"524" CSAH 42 4 SIGN D -3 DETAIL a' ` • N0 SCALE L ` TYPE "D" SIGN NOTES; L8.8" I 28.3" 66" I a" 1 12.1" 18.a" I /. FOR STRUCTURAL DETAILS, TYPE 'D' SIGNS. SEE STANDARD SIGNS MANUAL, PG. 105A a 10513 3.0" RADIUS, 1.0' BORDER, WHITE ON GREEN: FOR TYPE D STRINGER AND PANEL JOINT DETAIL SEE STANDARD • axll r' E MOD: 2. SIGN MANUAL SIGN D -3 DETAIL • NO SCALE °A'E REVISION , ",W y T N"v "Y Me � J E J Hakanson Anderson Assoc., Inc. STANDARD PLATES, SCHEDULES 52[r • M e. e Oa CNN E.wln 3601 1MeWn M. A W. MMameto 55303 eere and Land surveyor" OF QUANTITIES & SIGN DETAILS }S � ' IiY AD 5/26/06 C.S.A 11. 42 (PARRISFI ST NE) 17 A° , a� - AR.. -.-, MGR *06110. 763 -427 -5660 FM 763-427-0520 ":w.wv..,.l0.- 2PMUMarowwr4 ,Po” -m A.., au. 'E"'' us us aJW _ 07373 """.Iwmaon- and.r.wlxam 1s Al ■ ■ ■ OTT OF OTSEGO. MINNESOTA SHEETS 07373 TYPICAL PAD WITH CONTROLLER CABINET AND SERVICE CABINET SEE INTERSECTION LAYOUT FOR CABLE INFORMATION (NOT TO SCALE) NOTES: SIGNAL SERVICE CABINET I. THE ANCHOR RODS. NUTS AND WASHERS FOR THE CONTROLLER CABINET SHALL BE • (SEE DETAIL) FURNISHED BY CITY. 2. THE UPPER PART OP THE EQUIPMENT PAD SHALL BE REVELLED OR CHAMFERRED 2" RSC AND SIGNAL --'i , 8" CONCRETE PAD IN A NEAT MANNER AS DIRECTED BY THE ENGINEER. SERVICE CABLES TO SOP , 3. THE TOP OF THE CONDUITS SHALL IR O THREADED AND CAPPED AFTER {" RSC 70 1111 14 AT 85TH ST INSTALLATION (UNTIL CABLES A INSTALLED). _ , AND 701 15 AT 17TH ST !'1 SEE INTERSECTION LAYOUT 81 4. O SHALL PROJECT A MINIMUM OF ABOVE THE CONCRETE AND SHALL l.J� BE LOCATED TED INSIDE THE CABINET WHERE DI RECTED BY THE ENGINEER. EER, BUT SHALL /" 2" RSC TO NOT INTERFERE WITH THE CABINET FUNCTIONS (SUPPORTING MEMBERS, ETC.). ANGLE IRON I� � / CONTROLLER CABINET III • 5. CONCRETE MIX 3A32 OR EQUAL SHALL BE USED FOR THE EQUIPMENT PAD AND BASE FRAME � � • SIDEWALK. SIGNAL CONTROLLER CABINET 1" R SC STUBBED OUT 6. CONDUITS W11N BOTH ENDS TERMINATING WITHIN THE PAD SHALL N07 BE • (THRE AND CAPPED INSTALLED BELOW THE CONCRETE. ` BOTH ENDS) 7. THE EXACT LOCATION OF CONDUITS WITHIN THE PAD SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. i N 2' RSC AND 4 WMINAIRE / CABLES TO FIN 1 PREFORMED JOINT FILLER / 4" RSC TO MI 1 .. CONCRETE WALK SEE INTERSECTION LAYOUT ABBREVIATIONS PLAN VIEW 3 -2 (4p) - SIGNAL FACE PHASE "3 "- N0. "2" PER - PEDESTRIAN BL - BLUE R - RED BL/BLK - BLUE WITH BLACK TRACER R & 5 - KKK AND SALVOR 6' -6" 66.14 - BLACK R /BUG - RED WITH BLACK TRACER SERVICE CABINET BLK/WH - BLACK WITH WHITE TRACER RLTA - RED LEFT TURN ARROW BR. GR. - BARE GROUND RR7A - RED RIGHT TURN ARROW CH. SW. - CHECK SWITCH RSC - RIGID STEEL CONDUIT SIGNAL D2 -1 (4B) - DETECTOR PHASE "2 "- NO."1" - SOURCE OF POWER CONTROLLER GROUND LINE DWK - DON'T WALK SPR 1 LOG - EQUIPMENT GROUND 5T UN - STREET Lei • EVP - EMERGENCY VEHICLE PRE- EMPTION STA - STATION ■ RE F 8 I - FURNISH AND INSTALL 5W - SWITCH - FL - FLASH/ LASH /FLASRBNG SWD - SWITCHED G - GREEN TDW - TELEPHONE DROP WIRE CALK - GREEN WITH BLACK TRACER CH - WHITE G M T IA - 08116 LEFT TURN ARROW WN /ILK - WHITE WITH BLACK TRACER a ... — OR. RD. - GROUND ROD WALT • GREEN 711 - YELLOW _ GRT - GREEN RIGHT TWO ARROW/ EL �__ MU -GREEN iHRU ARROW YLTA - YELLOW LEFT TURN ARROW HANDHOLE MI - YRTA - YELLOW RIGHT TURN ARROW 18" CONCRETE NI HAS - HIGH PRESSURE SOOM GROUND R00 (5/6" DIA X IS' LONG PAD MC - INTERMEDIATE METAL CONDUIT FRONT VIEW INS GR - INSULATED GROUND SYMBOLS JB - JUNCTION BOX LED - LIGHT EMITTING DIODE _0.- - Epp CONNECTION S' 3' WM - LUMINAIRE ICU - NEUTRAL 1/ > - EVP DETECTOR DIRECTION SIGNAL NYC - NON ETALIC CONDUIT Q - LUM INAIRE N0. 4" TAINi CON R 0 - ORANGE 0 /6LK - ORANGE WITH BLACK TRACER 3 O - stout BASE N0. ' P2 -2 00) - PEDESTRIAN INDICATIONS PRASE "2 "- NO. "2" 0 - SIGNAL FACE N0. 1 P6 - PUSH BUTTON 4 CONCRETE WALK P112 -1(p) - PUSH BUTTON PHASE "2"- N0."1" —0— - SPLICE 18" CONCRETE PEC - PHOTOELECTRIC CELL PAO FOR PLANS AND UTILITIES SYMBOLS SEE TECHNICAL MANUAL SIDE VIEW DATE ROASIO6 I Ore, tow, Nal NN P... RXBR ZeT°NRr:a ~MW ‘ 'w OTT .EJ Hakanson Anderson Assoc. Inc. BP EQUIPMENT PAD LAYOUT s ""' u. rN N. 1..... _ CIO E"p".... and Land Sur...Lpar. TRAFFIC CONTROL SIGNAL SYSTEM 3 A 05 5/28/06 1661 NnYen Ava Mob. M Y .616. 55101 "1 a C.S.A.H. 42 (PARRISH ST NE) CI Am a. as - 2:.r. am. OMR 7.7 a 763 -427 -5860 FAX 763 - 427 -0520 17 „ k.,-,,, v b r, .- 2a,.0or770.00770∎6 DON ? ua X.. J OM 01373 w*•.h0Aawo- orw .aw 6eaX Tt$ G w u BAD C ITY O OTSEGO, MINNESOTA SHEETS 013/3 CABINET BASE DETAILS CONSTRUCTION NOTES 1. THE SERVICE CABINET SHALL BE FABRICATED FROM FORMED AND WELDED N0. 12 GAUGE COLD ROLLED STEEL. CAPPED ROOF 2. AU. HINGES, HINGE PINS. AND LOCKS SHALL BE OF NON - CORRODING MATERIALS. -111 1/4" 3. THE SERVICE CABINET DOORS SHALL BE ATTACHED 70 THE ENCLOSURE WITH NON - CORRODING TYPE TAMPERPROOF CARRIAGE BOLTS. THE METER COMPARTMENT DOOR SHALL BE SECURED WITH AN OVER CENTER DRAW LATCH AND DUAL LOCKING FIXTURE WITH LOCK. THE CIRCUIT BREAKER 1 I /B "-+ �•� I —I6" —+� 1 1 /p" , 14 , COMPARTMENT DOOR SHALL BE SECURED WITH A STANDARD POLICE LOCK EQUIPPED WITH A SWING DOWN PLATE WITH TWO (2) KEYS. 1 1 /8 "t/8".1_ I 4. BOTH DOOR OPENINGS SHALL BE SEALED WITH NEOPRENE GASKETS TO FORM A COMPLETE SEAL WITH INC ENCLOSURE. ANGLE IRON :� 1si BASE BOTTOM 5. INC VIEWING AND PHOTOELECTRIC CONTROL WINDOWS SHALL BE CLEAR IEXAN MATERIAL - 7" X 7" MINIMUM FOR VIEWING WINDOW AND 4" X 4" WITH OPEN a FOR PHOTOELECTRIC CONTROL CELL WINDOW. 16 1/4" 14 1 ENCLOSED 6. THE SERVICE CABINET SHALL BE PROTECTED INSIDE AND OUTSIDE WITH A RUST INHIBITING RED IRON OXIDE ENAMEL PRIMER AND FINISHED WITH AN 1 L . 1- CONTROL OVEN BAKED ENAMEL (SILVER). 7. CIRCUIT BREAKERS SHALL BE 120 /240 VOLT AC. 60 R. AND SHALL BE CLEARLY MARKED WITH THE "011" AND "OFF" POSITIONS AND IDENTIFIED 1 1 /61 / WITH THE LOAD WHICH 17 I5 CARRYING (E.G. "SIGNALS" OR " LIGHTING") . AU. CIRCUIT BREAKERS SHALL BE CLEARLY MARKED IN A MANNER THAT FULL WILL NOT DETERIORATE WITH MOISTURE OR AGE. METER DEPTH / ---�- COMP STEEL DOOR p. SHORT CIRCUIT RATING - 10,000 AIC SYMMETRICAL BARRIE \ DOOR 9. PROVIDE CLEARANCE TO INSTALL OR REMOVE PHOTOELECTRIC CONTROL 1" DIA. MTG. HOLE (4) - ""I 7" iio pB 10. PHOTOELECTRIC CONTROL LENS SHALL BE ORIENTED TO ELIMINATE INTERFERENCE BY MANMADE UGHT SOURCES, PHOTOELECTRIC CONTROL LENS FOR 3/4" DIA. X Mr LONG ANCHOR ROD (4) SHALL NORMALLY FACE NORTH A140 EAST. (1111/1307 3355 -TYPE A) GALVANIZED COVEN FOR C O SIDE OF CABINET O 11. ALL CONDUIT ENTERING FOUNDATION SHALL BE SEALED WITH AN APPROVED DUCT SEALER. FULL LENGTH WITH WASHER AND NUT BREAIQR ACCESS 6" (ALLOW FOR 1" OVERLAP) 12. THE SERVICE CABINET SHALL BE U.L USTED AND APPROVED FOR USE AS OUTDOOR WEATHER PROOF SERVICE ENTRANCE EQUIPMENT. 13. THE SERVICE CABINET SHALL BE WELDED TO THE BASE IN ACCORDANCE WITH U.L. STANDARDS. BASE LAYOUT TOP ELEVATION 14. SEE INTERSECTION LAYOUT FOR REQUIRED NUMBER OF LUMINAIRES AT EACH INTERSECTION. FEED POINT WIRING DIAGRAM MAIN SERVICE PHOTOCELL 120/240V. NIGLE PHASE, 3 WILE METER SOCKET P / N 1t \ 1/ 2 200 AMP SERVICE CABINET DETAILS ALI WV w M �W R , RMpNAL f_ 14' 14 "� Imo- 12 "� WINDOWS fOR CAPPED ROOF I, BY -PASS E d.. � POWER SOCKET YAM ._ f - -- PHOTOELECTRIC JOGGLE SWITCH. CO. MECHANICAL BYPASS WINDOW FOR PHOTOELECTRIC I CONTRWINDOOL CONTROL -METER BY DINERS- �R 1 I' METER SOCKET "( YE7ER VIEWNG W 3.. L r, DIETER BY OTHERS) - DK AUTO T _ 1/ p r �I .- I7 _ MI KR I NEST 4 I DISCONNECT _ li .2.. D VENT ® I'I� S- ( MET � PHOTOELECTRIC OR OPENING 1 GROUND / I Il �y�WERACry L■mj ) STEEL BARRIER (SEE NOTE) R00 -� 1 IP S FULL DEPTH STEEL - CONTROL CABLBL PHOTOELECTRIC CONOE • BAIp11ER L SHAPED) BETWEEN 11[ 71 L.. 16 ENCLOSED WITHIN SIGNAL SYSTEM WYINAIRES ` � 1. AND SECONDARY r I GREENFIELD SIGNAL `'F COIIPARTME + RINGED CIRCUIT BREAKER _ LUMINAKIE 1 METERED U M DOOR I:.? I V TEST SWITCH yy LUMINMRE'� • NIP STANDARD POLICE LOCK y:, i J R WN MI ERED WADING DOWN PLATE ST ANDAMI POLCE LOCK __ 1SA/1P -n � 4" I 117/SWING G OWN PLATE STAMM STEEL R �YETEREO �— HINGES (TYPICAL) _ CIRCUIT BREAK _ LOAD CENTER I ini _ 1 BREAKERS a_._ ISA/IP 1IRTEAEO �` ANGLE IRON BASE FRAME I/ - -_ - -- _ 1 _. ..1 -, LUMNARES© UMINAIRES© — COIIiACTOR > ^ L 4" _� GAP FOR DRAINAGE I /2• O ATTACH OEAOFRONT 1- 60A/1P, (SIGNAL) /� _ _ - /u 06 3 SCREWS. ONE 2- 150 /1 6 . (LIIYWWiES) • —R ( __ __ A SEALI45 SCREW 1- 15A/1P, (PHOTOELECTRIC CONTROL CELL) LUMINAIRES & ' ^' I FRONT ELEVATION FRONT ELEVATION RIGHT SIDE ELEVATION `v' ( B0A/v SIGNAL SERVICE (METERED 60616*) DATE REVISION I ewey artily W41 NN Fb. nine SIIEEr -„,, , --"' a � ,. A' to a ,E, Hakanson Anderson Assoc., Inc. TM a SIGNAL SERVICE CABINET DETAILS 4 uses.. W. tiaa wE CtiI Er Engineers time Land surveyor, TRAFFIC CONTROL SIGNAL SYSTEM ...« „ � 1,we I � 6 NE) .. 7 p ADS 5/26/06 2006 1N.Mm M.. realm MYewob 55103 C.SAH. 42 PARRISN ST NE ry O. es - ..,r- ...11 RE x0. ]63'42] -5560 FAX 783- 477 -11520 � 7 .: ka_” ,N,...,.rw- aw.wrarov.rwrar,wr,n- 0.10.0., . D.,. % Las N.. > RJR 07373 ..Aa,or orre.r.00.eao oN 7 >a Gm Rw CITY OF OTSEGO. MINNESOTA , Ers 0T3/3 TYPICAL NMC LOOP DETECTOR LAYOUT 6. 0 or NMC GENERAL NOTES: TYPICAL NMC LOOP DETECTOR INSTALLATION LOOP DETECTOR (CENTERED IN NEW BITUMINOUS OR CONCRETE PAVEMENT 7 1. SEE SPECIAL PROVISIONS FOR REQUIRED LOOP DETECTOR CONDUCTORS AND SPUCE 0175. TOP OF PAVEMENT GUTTER OR - TRAFFIC LANE ------ - - - - -- -- SHOULDER ! 2. THE 3/4" NONMETALUC CONDUIT (AMC) AND FITTINGS SHALL BE 1........................_ 1........................_ ..I � SCHEDULE 40 HEAVY WALL RIGID POLYVINYL CHLORIDE (PVC). SEE SPEC. -- - - -- - -- - -. .__- I 3803. / - B 3. THREE CORNERS OF EACH LOOP DETECTOR SHALL BE A 90' FACTORY - - -- __ - TO HANDHOLE ELBOW (6" RADIUS). THE FOURTH SHALL BE A NMC TEE CONDULET. - --- G - -- a O } 4. APPROVED PVC PRIMER AND CEMENT SHALL BE USED FOR THE PVC JOINTS. \ 6' X 6' NMC I 6" MINIMUM LOOP DETECTOR 5. ALL SLACK MUST BE REMOVED FROM LOOP DETECTOR CONDUCTORS WITHIN - 8' MAXIMUM \ . _- CONTINUOUS NMC (CENTERED (BOTTOM NMC. (gpOM pF CONDUIT j_LI CONDUIT) \ � -TEE CONDULET TO NANDHOLE 6. THE LOOP DETECTOR ROADWAY CONDUCTORS (1 /C 814) SHALL BE TWISTED B' X B' NMC LOOP DETECTOR THREE TURNS PER FOOT FROM THE NMC TEE CONDULET TO THE HANOHOLE. BOTTOM OF PAVEMENT (DEPTH VARIES) CENTERED IN 5910160 LINE TRAFFIC ^ 2 J 7. ATTACH A FERROUS METAL ITEM TO THE INTERIOR OF THE FLOW TEE CONDULET COVER. CTOR _ 8. (*06 WAARDS LOOP NDHO CONDUIT TO THE HANDxoIE SHALL BE SLOPED INPLACE BITUMINOUS PAVEMENT • 9. LOOP DETECTOR CONDUITS TO THE HANOHOLE MAY BE PLACED WITHIN THE SAYE TRENCH. C TRAFFIC LANE CUTTER OR IF X IF MC 10. THE LOOP DETECTOR ROADWAY CONDUCTORS SHALL ENO IN THE HANOHOLE. TOP OF PAVEMEN 2" MIN _ 4' TRENCH q. TRENCH - SHOULDER 2" MIN LOOP DETECTOR ( 1 6• I 3" MAX () I (CENTERED IN 11. NO SPLICES ALLOWED IN CONDUIT TO TEE CONDUIT. 3 MAX { 12. THE LOOP DETECTOR ROADWAY CONDUCTORS AND 714E LOOP __ • DETECTOR LEAD -MI CABLE CONDUCTORS SHALL BE PROPERLY TO HANDHOLE -- f PREPARED AND CLEANED BEFORE SPLICING. - 1 - 8' (BOTTOM 04 13. SPLICE KITS SHALL BE INSTALLED IN \ HANDHOLES IN SUCH A MANNER TRENCH OR A5 TEE CONDULET - AS TO ENSURE THAT EACH SPUCE KIT IS SUSPENDED AND/ OR SECURED DIRECTED BY THE 1 NEAR THE TOP OF THE HANDHOLE TO THE SATISFACTION OF 7HE ENGINEER ENGINEER) CONTINUOUS NMC (PLACING SPUCE KITS ON TOP OF THE ELECTRICAL CABLES AND 6' X If NMC LOOP DETECTOR CONDUIT H CONDUCTORS IS NOT ACCEPTABLE.) CENTERED IN DRIVING LANE TO HANDHOLE - - - - -- 14. TYPICAL SIZE OF LOOP DETECTORS ARE 8' % 8', 8' 0 10', 0 VARIABLE DEPTH- MAINTAIN DRAINAGE TO HANDHOLE 6' X 15' AND 6' X 20'. REFER TO INTERSECTION LAYOUT NOTES: FOR SPECIFIC LOOP DETECTORS TO BE PLACED. CONDUITS WITHIN IS. ALL LOOP DETECTORS SHALL HAVE 4 (URNS OF CONDUCTORS. 1. USE THE ACTUAL LOOP DETECTOR To BE PLACED FOR MARKING THE PAVEMENT FOR MIWNG SAYE TRENCH SHOULDER LOCATION. 2. MILL PAST THE CENTER OF THE CONDUIT TO BE PLACED. 3 SEPARATE / 3. ACHIEVE A MINIMUM 2' VERTICAL EDGE ON ALL CUTS. CONDUITS \ ENTERING HANDHOIE -CONDUIT AND CABLES 4. AN AIR COMPRESSOR UNIT (50 HP) I5 REQUIRED FOR REMOVING Al_ LOOSE TO CONTROLLER AS MATERIAL TROY TRENCH PRIOR TO TACK COAT APPLICATION. HANDHOLE- REQUIRED IN PLAN 5. APPLY A TACK COAT AT A UNIFORM RATE TO THE BOTTOM AND EDGES TYPICAL NMC LOOP DETECTOR DETAIL- (6' X 15' LOOP) OF THE MILLED AREA USE A EMULSIFIED ASPHALT PER SPEC. 2357.211 14' y 6. USE MIXTURE TYPE 13/4 WEARING COURSE (MIXTURE LVWE450308) TO BACKFILL THE TRENCH. OTHER WEARING O I COURSE MIXTURE TYPES ARE ALLOWED WHEN APPROVED BY ENGINEER. (AGGREGATE SIZE "A" IS REQUIRED). -,p� 7. THE USE OF PETROLEUM DISTILLATES AS AN ANTI - ADHESIVE AGENT I5 NOT ALLOWED. REFER TO MN/DOT TECH. MEMO ND. 94- 18- MRE -05 DATED 3/10/94 FOR ADDITIONAL INFORMATION. U OW FACTORY 0 8. COMPACTION SHALL BE OBTAINED BY THE ORDINARY COMPACTION METHOD/BACKFILL THE TRENCH e (TYPICAL) 641714 A MINIMUM OF IWO LIFTS AND COMPACT EACH 1FT. BEFORE COMPACTING THE FIRST LIFT ENSURE Y OA THIS DIMENSION VARIES ACCORDING IS THERE IS ADEQUATE MIXTURE ON EACH SIDE AND ABOVE THE CONDUIT SO THAT THE CONDUIT TEE CONDULET 1 O TO LOOP SIZE IS NOT DAMAGED DURING COMPACTION OPERATIONS. (WITH ACCESS 9. THE COMPACTED MIXTURE IN THE TRENCH SHOULD BE LEFT 1/4" TO 1/2' ABOVE THE ADJACENT ORIENTED TO TOP) - - PAVEMENT SURFACE 70 PROVIDE FOR ADDITIONAL COMPACTION BY TRAFFIC. Al COUPLING I O -� 3/4' NYC SHALL BE CONTINUOUS FROM TEE 70 10. APPLY A BITUMINOUS FOG SEAL ON THE NEWLY COMPACTED MIXTURE TO PROVIDE AN . DRY SAND (TYPICAL) F 14'-4 SPREAD INSIDE OF xANDIIaE (LENGTH As REQUIRED) ON iNE FOG SEAL i0 U P00009T Y IAL AND TRACKING .ALL BE HANDNOLE BELL END la MINY 6' OF CONDUCTOR IN HANDHOLE. SEE SPECIAL PROVISIONS FOR SPLICE 70 LOOP MINIMUM DETECTOR LEAD 94 CABLE M HAND HOLE. DATE REVISbN LOOP DETECTOR DETAILS I11r+F./WT WI OM p64. OMR .„, v ' EJ Hakanson Anderson nc. Assoc., , DETAILS '" ~ '.' ^ � W. ... - CIA Engineers one L.nd s..,,..Ya.. TRAFFIC CONTROL SIGNAL SYSTEM S E al �, 1 w ADS s/28/06 3601 tl...lm Ate., 6*4 IOn...90 55303 (B6 -�� C.S.A.H. 4 2 (PARRISN ST NE) 17 .. m, Hw - u.s.. . JONSSON PE. NRR• RE IC 763 - 427 -50 FAX 763 - 427 -0520 „r,_"av, 1.0.., w.S/. .e+..., a1. LN. xo AIL_ JUN 07373 ....N*1 ...n .nev.w..r.on. 111 swr ROAD CITY OF OTSEGO, MINNESOTA SHEETS 01173 NMC LOOP DETECTORS PA 100 POLE -50-04 -9 PA 100 POLE FOUNDATION NOTES; TYPE PA100 -A -SO -010 (DAVIT AT 350') TYPE PA100 -A -50 -040-9 (DAVIT AT 3501 I 1. SEE SPECIAL PROVISIONS FOR PEDESTRIAN INDICATIONS, NUMBER S12E FEET) LOCATION 2 -ONE WAY SIGNALS OVERHEAD AT 0' AND 23' 2 -ONE WAY SIGNALS OVERHEAD AT 0' AND 23' j j LED INDICATIONS. AND CITY MEO MATERIALS. 1- 2 -TYPE NOB POLE MOUNTED AT 97 AND 180' 2 -TYPE 10B POLE MOUNTED AT 97 7 TM AND 18 1 2. EACH SIGNAL FACE SHALL HAVE VE 11 A BACKGROUND SHIELD. RT7�11tiiT;■ ONE WAY EVP DETECTOR AND CONFIRMATORY ONE WAY EVP DETECTOR AND CONFIRMATORY Fl [ 4 DE E (7G1�� 1{7 LIGHTS - PHASES 3 AND 8 LIGHTS - PHASES A AND 7 r 3. LOCATIONS SOLES. PEDESTALS, D AND 17C1R =1"T7� LUMINAIRE -250 W HPS LUMINAIRE -250 W HPS LOOP DETECTORS RS SHALL BE DETERMINED 8 B* Y WRIGHT W C21211•1111170111.1 2 2 -PED PUSH BUTTONS AND SIGNS (R /0 -ID) 2 -PED PUSH BUTTONS AND SIGNS (RIO -ID) COUNTY TRAFFIC OFFICE PERSONNEL. _ EXTEND 70 NH 1 EXTEND 70 NH 8 3" RSC 3" RSC 11111M1Milll .. fI�II' �, I I 4. FOR TYPE 'D' SIGNS SEE SHEETS 2. RI�Si'T� 2 -12/C /12 2 -12/C /12 S. 3/4" HALF COUPLING, 3/4" PIPE NIPPLE AND CONDUIT !,; 'Q 2 3/C 12 2 -3 /C 12 -- . ) FUT LANE USE OUTLET BODY FOR EMERGENCY VEHICLE PREEMPTION � EQUIPMENT SHALL BE FURNISHED AND INSTALLED Q' S9 �T� 1-3 /C 20 1 -3/C20 I APPROXIMATELY 6' FROM THE END OF MAST ARMS 3•6 :'u (0 PEDESTAL FOUNDATION ® PEDESTAL FOUNDATION 2" (INC I APPROXIMATELY 17' FROM THE END OF MAST ARMS 1 •i'151�ifM• 110' PEDESTAL POLE AND BASE 10' PEDESTAL POLE AND BASE /// 111=111•1= TYPE to PEDESTAL MOUNTED TYPE to PEDESTAL MOUNTED 2 -2 /C /1/� CURRENT LANE USE 6. FOR SERVICE CABINET DETAILS SEE SHEET 4. 1IMP.IMI EXTEND INTO HH 3 EXTEND INTO HN 10 t � ' �� 2 " 2 " 7. ALL LOOP DETECTORS SMALL BE NON - METALLIC QPO 1 -5 /C /12 1 -5 /C 912 1— CONDUCT (NMC) TYPE. FOR NMC LOOP DETAILS SEE 4 1.111. SHEET 5. 1�SETl� ® PA 100 POLE FOUNDATION ® PA 100 POLE FOUNDATION I t��3i?M� TYPE PA100 -A -40-040-9 (DAVIT AT 3571 TYPE PAI00 -A -40-040-9 (DAVIT AT 3571 1" B. FINISHED CROUNDLINE SHALL BE WITHIN 6" OF THE ■ZB1 liiT� 1 -ONE WAY SIGNALS OVERHEAD • 0' I -ONE WAY SIGNALS OVERHEAD • 0' 4-12 /C /12 TOP OF THE CONCRETE SIGNAL POLE FOUNDATIONS. I 1i'Tli 2 -TYPE 108 POLE MOUNTED AT 97 AND 187 OB 2 -TYPE C POLE MOUNTED AT 97 7 1— AND 18 2 -5 /C /12 PROVIDE AND PUCE FILL AS NECESSARY. O •3.1�Y'TMM ONE WAY EVP DETECTOR AND CONFIRMATORY ONE WAY EVP DETECTOR AND CONFIRMATORY ^ r V) 4 -3 /C /12 9. ALL HANDHOLES SHALL BE PVC TYPE WITH METAL •1 �)�U 'fl 1i LIGHT -PHASE 2 AND 5 LIGHT -PHASE 1 AND 6 Y I 15 -2 /C /14 FRAMES AND COVERS. O■IC t i W 2 -3 /C /20 1 3i73 LUMINAIRE - 250 W HPS LUMINAIRE - 250 HPS ggg 1 1V-191 �7E{� 2 - PLO PUSH BUTTONS AND SIGNS (610 -ID) 2 - PED PUSH BUTTONS AND SIGNS (R10-49) ? I • • THESE ITEMS (MASTER CONTROLLER. CABLE, CONDUIT ■Tb1Y'Ti� EXTEND INTO NH 4 EXTEND INTO HH 12 8 /012 HANDHOLES) ARE PART OF THE TRAFFIC CONTROL IF LMMWY'TIMI111M 3" RSC 3" RSC 3 " RSC ? -- 2 ■ 14 2" RSC 3 RSC INTERCONNECTION SYSTEM FOR CONSTRUCTION k tII�� ' 2 -12/C 12 2-12/C >. C /12 2-12/C /12 1 1 • _ 2 -3 /C /12 2 -12 /C /12 COMPENSATION PURPOSES. R)sd7 T>i 2-3/C / � 2 2-3/C /12 2 -5 /C 912 - 1 -5 /c /12 LOCATION a DISTANCE PROM STOP BAR 1 -3 /C 920 1 -3 /C 920 2 -3 /C /t2 , �, j I 1 }a 1 M ^ 4 j1 2 -3 /C 912 I, TO DETECTOR IN FEET. 6 -2 /C /11 TI 1 e \ \ ® 13 -2 /C 914 2' NMC INTERCONNECT / CT DETECTOR LOOP TO BE INSTALLED BUT NOT — 1 -3 /C 20 I " ' �7 I 1-3/C 920 CONNECTED OR OPERATED WITH THIS PROJECT. -- / ® a \ 4 ID / /— — 2 -2 /C /11 ALONG CSAH 12 1 /� \ '1 -6 PR. 119_ 1 -6 PR. PIRA_ a es 16 — LL EVP DETECTOR 03 & 0T0EC70R� =s == = =e - - = ______� '' I I A ND LIGHT • CONTP I1 FR PHASING. PEDESTRIAN INDICATIONS AND PUSH BUTTONS CSAH 42 (PARRISH AifE) +� __ I � CI D6 -I 0 , 04 0 0 /) I • 3 I D6-2 I D 1 I -- Dz-20` --- - _�� / _ .. L � 7 A ®\ 1 EVP OE/Ettdl 02 • 05 � . D2-1 Cll 1 C > . ,. :'• L AND UGNT EVP DETECTOR ae = >_ a$ — AND UGHT - -�-� — -- � e a � ®® — — x' NMC 3. RSC A T�a — -a/A.6 z-x /c /IS 2 -12 /C /12 Uw TM KT 9 3' RSC I C r .1 . A, 1 -5 /C /Ix :-.1. 2 -12 /C /12 .,a ( . i 3/C 9(2 2 -3 /C 912 >a �� SIGNAL PHASES 1 -3 /C /zo 1 7 11-2/C c /11 ° =; /c jio _ ALL INDICATIONS SHALL BE 1 1 — EMITTING INDICATIONS SHALL BE UGHT f 1 2" RSC . rr11 EXCEPT PHASES 1 8 5 OPTICALLY DIODE (LED) TYPE I I 1 II - I _ ,I 1 4 -2 /C 914 SERVICE CABINET TO CONTROLLER CABINET 1vL PROGRAMMED HEA.5. r RSC 2 1 FACE 6 Y 0 RLTA riTA OLTA 1 1 1 11 II II II 1 -I /C 16 INS. GR. ri � a � " I1 tl � \, 2 \ 1 / _ r • . • <=C II 1 II I II SERVICE CABINET TO NH I I 2- 2 /CC /1/ 1 -3/C /12 (U111) ) irowir 7,? • • • II I 1 I II ,''11111 CONTROLLER CABINET TO HMl -1 9'4 III • • • < I I 4-12/c i12 MEX. KW IC tQ1 2 -S 12 N i4. 11� ® � 0 EII1 ® EWIPLIENi PAD. SEE SHEET 3 III I II II II I I 2 -3 S12 ��1:�C SERVICE CABINET. SEE SHEET / I 1 ri E¢1��J" CSC CONTROLLER CABINET SEE I I I I) II CURRENT LANE USE IS -�C /11 • • • AND CONTROLLER, I •1 C /19 II II II ,,, y I s ,; II 1 • • • SEE SHEETS 6. I I I , 11 II II I • 3' 65C STUBBED OUT • • • 11 ® SOP - MBNACE WOOD POLE I - I FUTURE LANE USE (THREADED AND CAPPED • 1 II II 11 1' i II 1 �1�<J< WEATEI EAD WffN ' I BOTH ENDS) ?FDFSTRIAN PUSH BUTTONS SHALL BE LOCATST.AS_SHQWN�OYE '-/ • • • - - -- 2" RSC 70 SERVICE CABINET I 1 1 II I II II CONTROLLER CABINET TO 111-I 14 SIGNAL SYSTEM OPERATION LI E O I & P GGNAL ACES W/ 3 - /C /2 I I 1 I I I I —� x / -12 • C /12 - THE SIGNAL SYSTEM FLASH MODE IS ALL RED. 2 -5/C 12 - NORMAL OPERATION 19 8 PHASES WITH PHASES 1 I 1 1--1 • 2 -3 /C #12 1 8 5 BEING PROTECTED L EFT TURN ASES. AND PHASES ( II III I I I II >D ° '10 •• 15 -2 C 914 IR1 3 8 7 BEING PROTECTED- PERMITTED LEFT TURN PHASES. $ 8 71 2 -3/ /20 - PHASES 2 8 6 SHALL BE ON VEHICLE RECALL. 6 FJAE N FEET DATE REVISION ■ Wee, •eWy Mal 06 Pm - ; ®•e J F EJ •+cl ttr may( W�YGn P.rw • W „ \ r� `�' •r Hakanson Anderson . Inc. p INTERSECTION LAYOUT PLAN 11 1]•.]W I � Assoc., 1 � M�•f1Dp� „ •,a e CM Engineers and Land Surveyors 0 TRAFFIC CONTROL SIGNAL SYSTEM m M ' . ADS 5/23/06 3601 9wNm Av.. Atoka. a, MNwWe 56303 N. w r . 1g, .1g, 0660 GM w. 763 - 127 -5660 FAx 763- 127 -0520 CSAH. ! T R 85TH STREET 17 G.• a,. AS - ,:a/P. C I TY OF OTSEGO, MINNESOTA SHEETS It W : G.'\ V .'•nY= >ms -Wr]]aVwWWra Ganr] -w/ao Om. us. P . l� l RJR OT373 PwLd,anem- mdre•n.eam 79B E� or373 • �= m = CONTROLLER CABINET RLTA C •V •j - RED- RLTA 32 HH -9 UJ A7 0, O -- I D7 -1 45 YLTA l 1_1 ID2 -1 so �. >+ 4 ®(�j I o� 4 1 n� •�o •� m t m -YEL 16 Y LTA 5 -1 GLTA J r ;1i a ® d �d -GRN -8 -3 GLTA 33 NEU 51 .---- +- �- - NEU NEU 1 D7 -2m EQG D2 -2 •-- 4t- ._ -.-- .~ YLTA EQG 34 ._ •„.- •- •-•• 4, •-•- 7 GLTA - - I D7-3 46 ..--- -.- -- -.- 19 20 -.2- .- 7 8 r - EVP 03 & 08 RED 35 -1 D5 -1 50,51 •---- 52 53 -.- UGNT- -[ 07 -4a � - �_ HH - -•-• -.• _y ` -~ WLK - P8-2 GRN 2 -2 36 -- 1 05 -2 -. -+ t -• -, DWK - - NEU 1 04 -5 48 -' --• _e - -e - - SPR RED - 37 D4 -t 1 05-3 5, 52 -56 -6-- - EQG 19 YEL _49 19 `I - 03 4 06 Q GRN 38 D5 -1 5. •4 E 07 56 02 A 05 m rS EVP 9 • - YEL YLTA 39 4 - 4 D4 - 3 5 • EVP 22 I ° ° DE I 02 - - • -� H H —10 50-56 DETECTOR 54 ---.-- DETECTOR 21 I TECTOR 10 - RED- - NEU 50 • -8 -1 04 - 1 a I • N - GRN GLTA - 51 .6 I O LUMINAIRE1 m m LUYINAIREL - NEU - SPR 4 0� 04 -1 I D2 -2 D5-1 }� DS -3 : d LUMINAIRE ® 4 I • • o 11 3 I 8 -RED 8 _ 2 EOG 05-2 Y 05-4I • 55 • • I • _ YEL RED_ RED- ' • O •I -GRN - RED TEL t ' O - NEU YEL -2 -1 5, • 1 GRN NEU HH - 1 GRN -YEL 6 -2 - GRN -4 -3 45 -56 45 • iv 4. • 3. WLK P B -1 - NEU - • 19 -22 0 7 -11 DWK JJ WU( -P2 -2 - NEU YLTA © "� 18 SPR 20 DWK - RED 52 GLTA - O 009 6 .a•" a EQG - EVP -02 & 05 41 YEL UGHP T 1- 04 & 07 . - U GHT • HH -3 GRN - 8-4 -NEU HH -13 •. ....._ HH -4 Ot - 11 �f1s 9 /3 & /8 /1•13-1 - NEU -WLK P4 -2 5. I __.- WUC -56 D HH -1 EVP YLTA DWK 45 D4 -1 _._ 41 42 19 -31 IDt -2 >115 4. SPR SPR -r ---•- -31 DWK t ' 1 14 7 -31 DETECTOR SPR EOG HH - g< D4 - 2I -.- . Y 1 90 _ RLTA EQG EQG 0 4 - 3�3e _•_ -•- 12,13 I01 -3 ts 21 _ 39- 5 YLTA P82 -2 $ o ID1-♦ YtT •90 10 GLTA 5-2 NEU RED - TEEE. 1D4-4: i 23 -31 HH -2 -NEU PBB -1 YEL GRN 4 -1 6. 41 -44 N 02 & 05 HH -5 06 -1 12 5.6 - EQG 22 EVP GRN 6 -1 - NEU - D4 -5 ylsd .t V o NEU - RED ' DETECTOR 144 • 108 -3 Y' t 2S 3 -6 V P136-1 DETECTOR _4_2 6< 07- 43 - - 7 11 23 WLK -P6 -2 53 YEL I 32 D6 -2 HH 0 14 C NEU - {- DS -1 42 DWK - GRN - D7 -1 1 D7— LUMINAIRE Q 1 D8-4 y .90 INTERCONNECTION P88'2 24 — EU GHT— /1 & 06 -NEU p 6 ALONG CSAH 42 - I D8 -2 - NEU WLK } P2 -1 1 I • I- 12 12 2S - VWI,K P4 -1 - 0WK mDETECTOR LOOP TO BE INSTALLED BUT NOT SERVICE CABINET -CDB -1 — - D8 -3 -DWI -SPR CONNECTED OR OPERATED WITH THIS PROJECT. LUMINAIRE 13 CONDUCTOR COLOR CODING 23,24 3 { D6 - 26 - SPR EQG 0 R HH - 0 Q • I --1 - 08 -4 - EOG RLTA 5,6 - 0 28 -31 D8 -1 .123 g LUMINAIRE 1 � - 32 -56 - DI 27 S1 YLTA � 06. 5/C 6I2 4 -- D8 -5 PB4 -1 f GLTA -1 -2 - WI WN - DB - >J24 ® • I 15 43 28 NEU I NEU HH -14 -R /o� c o LUMINAIRE D1 -2 � - D3 -1 P86 -2 f 12/c II 2- - O /sue R HH -7 5 16 EQG 32 -56 _ a� c 1 3/C 012 • DI 29 - WH 1 uI D _ ® • - 03 -2 44 /1 k /6 5S P82 -1 R OR O I03 -1 ? -PO LUMINAIRE 6 1� 01-4 30 I EVP ( NEU ' _ �� WH OR ye. 3/c /20 03 - T 3 tD3 A, • I - - 1 - D3-3 DETECTOR P84 -2 G Re OR BL . SIGNAL 2_1 QZ 2 2 31 g6 04 & 07 B D 3 -4 2 - 1/c t 1Ut ow 2/c p4 SERVICE I 2 12 -1 /C /6S�N� _� MASTER • I EVP / ~ Cr^I CLEAR 1 1 SERVICE FROM 5,6 NOTE: ALL TERMINAL BLOCK CONNECTIONS ®C 2 IN •90 INTERCONNECTION CONTROLLER DETECTOR HH -1 SHALL BE ARRANGED AS SPECIFIED ABOVE ROIL * POWER ALONG CSAH 42 • THESE ITEMS (MASTER CONTROLLER. CABLE. COLOUT 8/OR NANDNOLES) ARE PART THE TRAFFIC CONTROL INTERCONNECTION SYSTEM FOR CONSTRUCTION 8 COMPENSATION PURP0 OSES. DATE REVISION 1 horsey wee T certify wee W 6.s . emeR - :W Y N ... ex ` we e�R em CMI E in ., ,3 n ono Land Hakanson Anderson Assoc., Asso. n Inc. °2f •P FIELD WIRING DIAGRAM SHEET t I II1 • TRAFFIC CONTROL SIGNAL SYSTEM 1 • `� AD5 .•6/5/06 u 3601 %rem AM.. Mak, 60000. 55307 m 17 eRa 263 -427-5860 FAX 763-427-0520 C.SA 42 & &S1H STREET NE .:w..74:7-:; w- .....v.esem.,...- ....., o•• V T LIa N. 1 00 0 0T373 aaa.lw w, w.a •e,...an.em, tRS CITY OF OTSEGO. MINNESOTA SHEETS 07373 • ITE 4.7 MEMO Date: August 10, 2006 To: Mayor & Council From: City Administrator Mike Robertson Re: Proposed Street Vacation As of Thursday afternoon, August 10 the parties involved in the street vacation had not been able to reach a compromise. LandCor is trying to set up at meeting with Dr. Gilgenbach at City Hall for 5:30 p.m. Monday, August 14 before the Council. meeting. I have told all parties involved that the City Council has commission interviews and cannot participate in their meeting. I have also told all parties that the City cannot act as a mediator in this situation. Andy will describe the legal issues involved in this decision. The only planning issue is that the Bob's Produce application cannot proceed without the street vacation as they will not have enough room for parking. ITEM 4.2 MEMO Date: August 10, 2006 To: Mayor & Council From: City Administrator Mike Robertson Re: Change Order for East Wastewater Treatment Plant Karen Cavett of Bonestroo will be present with the revised change order. Brad Belair has informed me that proposed rock surface is difficult to plow and he would not recommend it if it was to be in place for more than a few years. 2 ITEM 4_3 NAC NORTHWEST ASSOCIATED CONSULTANTS, INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231 .2555 Facsimile: 763.231 .2561 planners@nacplanning.com 26 July 2006 Tom Salkowski Wright County Government Center • 10 2nd Street NW Buffalo, MN 55313 RE: Otsego — Monticello Township /Berglund CUP NAC FILE: 176.08 Dear Tom: This office serves as the City Planner for the City of Otsego. The City has received notice of a public hearing to consider an application for a conditional use.permit to allow a non - commercial contractors yard on 40 acres of property located south of CSAH 39, west of Jaber Avenue in Monticello Township. As you know, the centerline of Jaber Avenue is the boundary between Monticello Township and the City of Otsego. City staff has reviewed the information provided by your office and our own information about the area and offer the following comments for consideration at the public hearing: 1. The City Engineer field inspected Jaber Avenue on 25 July 2006. Jaber Avenue is only 24' wide with no shoulders and the ditch slopes on either side are in many areas steeper than 4:1. The roadway is sub - standard in width for accommodating industrial type traffic. Jaber Avenue appears well maintained (by Monticello Township), but the City Engineer would need to know how it was constructed before they could evaluate how much weight the road will handle. The applicant's narrative does not describe the number of trucks to be stored at the site or estimated number of trips to/from the site each day. Frequent use of the street by large equipment and trucks generated by the proposed use would raise issues over safety. Approaches to the subject site on streets within the City of Otsego would also raise safety issues as these roadways have not been constructed to accommodate industrial type traffic. At a minimum, access to the subject site should be limited to using Jaber Avenue to CSAH 39. Tom Salkowski 26 July 2006 Page 2 2. The proposed contractors yard is for a paving business. The subject site is approximately 62.5 percent wetlands and the location of the proposed use appears to be relatively small with wetlands to the west and north. There is raises concern about potential contamination of the wetlands from bituminous material that may come off of the paving equipment to be stored at the site or stormwater runoff. 3. Jaber Avenue just south of CSAH 39 has flooded across during two significant rain events in recent years restricting access from CSAH 39 to the subject site and this may be expected to occur again in the future. This flooding may affect the condition of Jaber Avenue, as well as cause the truck traffic to utilize City of Otsego roadways without capacity for the heavy Toads. 4. Plantings are proposed to the south and west of the contractors yard for screening purposes. Additional plantings should also be required to the east and north of the contractors yard to screen the site from view of the public right -of- way and properties within the City of Otsego. On behalf of the City of Otsego, City staff asks that these comments be entered as part of the public hearing record and addressed in of the consideration of the request. We appreciate the opportunity to provide comment on the proposed conditional use permit application. If you have any comments or questions regarding these issues, please do not hesitate to contact our office. Sincerely, NORTHWEST ASSOCIATED CONSULTANTS, INC. • -4 D. Daniel Licht, AICP Senior Planner c. Otsego Mayor and City Council Mike Robertson, City Administrator Judy Hudson, City Clerk/Zoning Administrator Andy MacArthur, City Attorney Ron Wagner, City Engineer Nancy Knopff, Monticello Township ITEM 4_5 Hakanson �® Anderson 3601 Thurston Avenue, Anoka, MN 55303 ASSOC., Inc. 3601 763/427 -5860 Fax 763/427 -0520 ~S, August 3, 2006 Ron Wagner City Engineer Otsego, MN 55330 RE: Queens Ave. Drainage Improvements Dear Ron: On August 2, 2006 we received two quotes for work to complete the Queens Ave. Drainage Improvements south of 59 St. The quotes are shown on an attached tabulation. We checked the mathematics for all quotes with the detailed tabulation attached. Based upon the low adjusted quote by Ryan Contracting, Shakopee, MN of $135,335.00 the estimated cost split for the drainage improvements is: Metro Home Insulation: $86,498.00 Christian Commercial: $11,777.00 Queens Ave. (City): $37,060.00 Additional detail on the cost split is shown on the attached cost split spreadsheet. A meeting with the property owners will be arranged for an agreement on the costs to complete the drainage improvements. If the property owners are in agreement to complete the improvement based upon the submitted quote by Ryan Contracting. It is recommend the City award the improvement work to the adjusted low bidder, Ryan Contracting Co., Shakopee, Minnesota in the amount of $135,335.00. They are currently working on the Queens Ave. extension north of 59 St. and would start this work around August 14 completing this work within the month of August if the property owners are in agreement. Contact me with any questions. Sincerely, Hakanson Anderson Associates, Inc. sep , t . Peiawa, P.E. cc: Mike Robertson, City Administrator ot427rw BID TABU )N CITY OF OTSEGO Queens Avenue Drainage Improvements • Ryan Contracting, Inc. Dresel Contrracting, Inc. - 8Id Schedule "C" - Storm Sewer ITEM ESTIMATED NO. SPEC. ITEM DESCRIPTION QUANTITY UNIT PRICE EXTENSION UNIT PRICE EXTENSION 24 2501 24" RC APRON /FES WITH TRASH GUARD 4 EACH $1,441.00 . $5,764.00 *1.925.00 $7,700.00 25 2503 24" RC PIPE SEWER DESIGN 3006 CL III 522 LF $38.00 $19,836.00 $38.00 $19,836.00 26 2503 INSTALL SALVAGED 30" RCP 96 LF $27.00 $2,592.00 $18.00 $1,728.00 26A 2503 FURNISH & INSTALL 30" RCP 20 LF $55.00 $1 100.00 *55.00 $1,100.00 27 2506 CONSTRUCT DRAINAGE 60" STRUCTURE DESIGN 4020 1 EACH $2,390.00 $2,390.00 $3500.00 $3,500.00 28 2506 CONSTRUCT DRAINAGE HEADWALL STRUCTURE 1 EACH $1,500.00 $1,500.00 $650.00 $650.00 29 2511 RIPRAP CLASS III 10 CY _ $90.00 $900.00_ $125.00 $1,250.00 Total Bid Schedule "C" $34,082.00 $35,764.00 SUMMARY OF BIDDING: Ryan Contracting, Inc. Dresel Contracting, Inc. Total Base Bid Schedule A through C $135,335.00 *161,129.50 ot427bidtabBID TABULATION BT - 2 OF 2 BID TABU 1� N CITY OF OThEGO Queens Avenue Drainage Improvements Bids opened _ _ a.m./p.m.. Wednesday, August 2, 2006. There were 2 bids received, as shown herein. • Ryan Contracting, inc. Oresel Constracting, Inc. Bid Schedule "A" - Removals ITEM ESTIMATED NO. SPEC. ITEM DESCRIPTION QUANTITY UNIT PRICE EXTENSION UNIT PRICE EXTENSION 1 2021 MOBILIZATION (MAX. 5% OF TOTAL BID) 1 LS 52,500.00 52.500.00 56,000.00 $6000.00 2 2104 REMOVE TREES 7 EACH 5250.00 51,750.00 5350.00 52,450.00 3 2104 SALVAGE RCP STORM SEWER • 96 LF 58.00 $768.00 518.00 51,728.00 4 2104 SALVAGE RCP APRON 3 EACH 5350.00 51,050.00 5100.00 5300.00 5 2104 REMOVE CMP CULVERTS 240 LF , 59.00 52,160.00 57.00 51,680.00 6 2104 REMOVE CATCH BASIN/MANHOLE STRUCTURE 1 EACH 5350.00 5350.00 5300.00 5300.00 7 2104 REMOVE CURB AND GUTTER 40 LF $8.00 _ $320.00 _ 55.00 5200.00 8 2104 REMOVE CONCRETE TRUCK PAD 240 SF 51.50 5360.00 $2.50 5600.00 8A 2104 REMOVE UNSUITABLE MATERIAL: CONCRETE RUBBLE 1,800 CY 512.00 521,600.00 522.00 $39,600.00 9 2104 SAWING BITUMINOUS PAVEMENT FULL DEPTH 750 LF 53.00 52,250.00 53.00 52,250.00 10 2104 REMOVE BITUMINOUS PVMT. (FULL DEPTH REMOVAL) 1,750 SY 53.50 56,125.00 51.75 $3,062.50 11 2104 SALVAGE SEWER CASTING 1 EACH 5150.00 5150.00 5150.00 5150.00 Total BId Schedule "A" 539,383.00 558,320.50 Ryan Contracting, Inc. Dresel Contrrecting, Inc. Bid Schedule "B" - Streets _ - - ITEM ESTIMATED NO. SPEC. ITEM DESCRIPTION QUANTITY UNIT PRICE EXTENSION UNIT PRICE EXTENSION 12 2105 COMMON BORROW 1,800 CY 56.00 510,800.00 $9.85 517,730.00 13 2211 CLASS 5 AGGREAGATE BASE 400 TON 518.00 57,200.00 $15.00 56,000.00 14 2360 Type LV-4 WEARING COURSE 50 TON 5125.00 56,250.00 $110.00 $5,500.00 15 2360 Type LV -3 NON - WEARING COURSE 65 TON 5125.00' • 58,125.00 5105.00 $6,825.00 18 2357 BITUMINOUS MATERIAL FOR TACK COAT 20 GAL 58.00 5160.00 56.00 5120.00 17 2360 BITUMINOUS DRIVEWAY PVMT. (2.5" THICK) LV4 1,400 SY 514.00 519,600.00 516.00 522,400.00, 17A 25:11 CONCRETE CURB AND GUTTER DESIGN 8612 40 LF 514.00 5580.00 517.00 5680.00 18 2531 8" CONCRETE TRUCK PAD 240 SF 57.50 51,800.00 56.00 $1,440.00 19 2564 TRAFFIC CONTROL 1 LS 52,000.00 52,000.00 51,000.00 51,000.00 20 2564 TYPE III BARRICADES - TEMPORARY 6 EACH 5375.00 52,250.00 5150.00 5900.00 20A 2575 EROSION CONTROL BLANKET _ 200 SY 52.00 5400.00 54.00 5800.00 21 2575 INLET PROTECTION 4 EACH $400.00 51,600.00 $650.00 52,600.00 22 2575 SEED MIXTURE TYPE 260, FERTILIZE 8 MULCH 0.30 ACRE , 51,500.00 5450.00 51,400.00 5420.00 23 2575 SEED MIXTURE TYPE 310, FERTILIZE & MULCH 0.45 ACRE _ 51,500.00 $675.00 51,400.00 5630.00 Total Bld Schedule "B" 561,870.00 567,045.00 ot427bidtabBID TABULATION BT - 1 OF 2 COST SPLIT CITY OF OTSEGO Queens Avenue Drainage Improvements BM Se11e •A•. Removal* CoMIS4884 Mc Mom None Anu440n CMN44n Comm0NM COy 01OMOOo ITEM ESTIMATED ESTIMATED EST ATEO ESTIMATED NO. SPEC. ITEM DESCRIPTION QUANTITY UNIT PRICE EXTENSION QUANTITY EXTENSION QUANTITY EXTENSION QUANmY EXTENSION 1 2021 1A0Bl17ATION (MAX. 5% OF TOTAL D01 1 LS 52,500.00 52500.00 0 50.00 0 50.00 1 52,50000 2 2104 REMOVE TREES 7 EACH 5250.00 51,75000 4 51,000.00 3 0750.00 0 59.00 3 2104 SALVAGE RCP STORM SEWER 96 LF 58.00 575800 0 50.00 0 50.00 98 5780.00 4 2104 SALVAGE RCP APRON 3 EACH $390.00 51,050.00 0 50.00 0 50.00 3 51,050.00 5 2904 REMOVE CAP CULVERTS 210 IF 90.00 9210000 80 $540.00 100 9954.00 74 $598.00 6 2104 REMOVE CATCH BASIWAAN O E STRUCTURE 1 EACH 5350.00 5350.00 0 60.00 1 535000 0 5000 7 2104 REMOVE CURB AM) GUTTER 40 LF $8.00 5520.00 40 932000 0 50.00 0 50.00 9 2104 REMOVE CONCRETE TRUCK PAD 240 SF 51.50 $380.00 240 5300.00 0 50.00 0 5000 60 2991 REMOVE UNSUITABLE MATERIAL: CONCRETE RUBBLE 1600 CY 912.00, 521.500.00 1800 021,80000 0 $0.00 0 5000 • 9 2104 SAWING BnUMNIOUS PAVEMENT FU DEPTH 750 LF 5500 92,250.00 510 01.920.00 0 5000 210 0830.00 10 2104 REMOVE amR44DUs PVMT. (FILL DEPTH REMOVAL( 1.750 , SY . 55.50 5E125.00 1200 $4.200.00 0 90.00 550 51,92500 11 2104 SALVAGE SEWER CASING 1 EACH 5150.00 515000 0 50.00. 1 5150.00 0 5000 75808 OM Schedule •A• 09.303.00 09.640.00 92204.00 $.539.00 BM Schedule Y • Streets COMM** MA MIMIC Hama BMUM000 CNMWn Commnei1 C9y 0(08.000 ITEM ESTIMATED NO. SPEC. ITEM 0ESCRi7ION QUANTITY UNIT PRICE EXTENSION UNIT PRICE EXTENSION UNIT PRICE EXTENSION UNIT PRICE EXTENSION 12 2105 COMMON BORROW 1000 CY 06.00 91000000 1800 010.800.00 0 90.00 0 5050 93 2211 CLASS 5 AGGREAOATE BASE 400 TON 518.00 57200.00 325 55,85000 30 5540.00 45 01030 14 2380 T08M5.V4 COURSE 50 TON 9125.00 56.25000 0 50.00 0 50.00 00 58,250.00 55 2380 Tim LVa 8420 ARIND COURSE 66 TON $125.00 0.175.00 0 00.00 0 50.00 85 98125.00 11 2357 BITUMINOUS MATERIAL FOR TACK COAT 20 GAL 0.00 3180.00 0 50.00 0 0000 20 5180.00 17 2380 BITUMINOUS DRIVEWAY PVMT. (25• TNICIO 104 1.400 SY 514.00 519.00000 1400 019.000.00 0 5000 0 50.00 17A 2531 CONCRETE CURB AND GUTTER DESIGN 9612 40 LF 914.00 9580.90 40 0980.00 0 5000 0 90.00 16 2531 8• CONCRETE TRUCK PAD 240 SF $700 51.000.00 240 81.800.00 0 $0.00 0 50.00 19 2564 TRAFFIC CONTROL 1 LS 52.000.00 $2.000.00 0 5000 0 5000 1 5200000 20 2564 TYPE M BARRICADES • TEAPORMY I EACH 5375.00 $2.250.00 0 50.00 0 00.00 8 52250.00 20A 2575 EROSION CONTROL 200 se 52.00 9400.00 200 $400.00 0 50.00 0 5000 21 2575 INLET PROTECTION 4 EACH 8400.00 85,800.00 1 $40000 2 9800.00 1 9400.00 22 2579 SEED MIXTURE TYPE 280. FERTILIZE l MULCH 0.30 ACRE 01.50000 545000 0.50 8225.20 0.15 122500 000 $0.00 23 2575 SEED MIXTURE TYPE 318 Femme 8 MULCH 0.45 ACRE 01.50000 187500 0.10 8723.01 0.15 122900 0.55 5225.00 TBW SM Schedule Sr 881.67020 08600.00 91.79090 $20220.50 0449M1.OMe'C•a404m Seem C�•u8fa 648 Mee Nome 8080881041 049.4 Com.RUM CSI ITEM ESTIMATED NO. SPEC. ITEM DESCRIPTION owner( UNIT MICE EXTENSION UNIT PRICE EXIM 4011 MIT PRICE 8%591444044 UNIT PRICE 0079/8009 24 2501 24• RCMRQNFESWITH TRASH GUARD 4 EACH $1.44120 95.764.00 2 0,882.00 1 51.44100 1 91,41.00 25 2503 24• RC PPE SEWER DESIGN 3006 CL SI 522 IF 08.00 919.89800 332 11261800 104 03.9000 80 0.208.00 20 2503 INSTALL SALVAGED 30• RCP , 96 LF 52700 52.5000 0 00.00 0 0.00 98 0,592.00 268 2503 FURNISH 6 INSTALL 30•RCP 20 LF 55500 51.100.0, 0 50.00 0 9000 20 41,12000 27 2506 CONSTRUCT DRAINAGE 55 STRUCTURE DESIGN 400 1 ..._611 12.39859 0.39000 0 50.00 1 5239000 0 00.50 20 2500 CONSTRUCT OR1NAGE HEADWALL STRUCTURE 1 EACH 91.500.00 51.900.00 5 51.500.00 0 0.00 0 0000 29 2011 RFRAP CLASS 10 CY 50.00 00000 0 0.00 0 0000 10 590000 Total BM 84dmdule Y 04.0000 318.89020 571e320 0.30120 • • SUMMARY OF 0004840: Rem C806884084 Ma Mee 100008 80844ledou Chdul.r 700080 08 City al Otsego Total Bre Bid Schedule A 9uo4NhC 5135.335.01 506.496.00 8 11.777 00 07,080.00 o1427COSTSLITEST. COSTS 1111 Hakanson Anderson 3601 Thurston Avenue, Anoka, MN 55303 3� Assoc. Inc. Phone: 763/427-5860 Fax: 763/427 -0520 SOLICITATION FOR BIDS TO: Prospective Contractors FROM: City of Otsego, Minnesota DATE: July 28, 2006 RE: Queens Avenue NE Drainage Improvements The City of Otsego, Minnesota is soliciting sealed bids for the construction of drainage improvements along Queens Ave. between 59 St. and Hwy 101. The scope of work under this solicitation is for removals of the existing bituminous surfacing, culverts and unsuitable materials. Furnish and install RCP storm sewer, common borrow backfill, class 5 aggregate base and bituminous surfacing as shown on the bid proposal and plans according to the construction standards for the City of Otsego. Attached to this solicitation for bids is a bid proposal and plan. 1. The sealed bids will be accepted at the offices of Hakanson Anderson Associates, Inc. Anoka, MN until 1:30 p.m. CST on Wednesday, August 2` 2006. The bid shall be reviewed and evaluated by the City and by its consulting engineers. With recommendations to the City Council on August 14 2. A recommendation for contract award is anticipated to be made within 15 days of receipt of bids. Any questions regarding this solicitation for sealed bids can be addressed to the project engineer by voice, mail, fax or email. Sincerely, Hakanson Anderson Associates, Inc. J ph lawa, P.E. roject Engineer voice: 763 - 427 - 5860 fax: 763 -427 -0520 email: JoeP@hakanson-anderson.com ot427prospectivecontractors BID PROPOSAL CITY OF OTSEGO Queens Avenue Drainage Improvements Bidder agrees to perform all the work described in the Contract Documents for the following unit prices and/or lump sums, which include sales tax and other applicable taxes and fees. Bid Schedule "A" - Removals ITEM Mn/DOT ESTIMATED NO. SPEC. NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION 1 2021 MOBILIZATION (MAX. 5% OF TOTAL BID) 1 LS 2 2104 REMOVE TREES 7 EACH 3 2104 SALVAGE RCP STORM SEWER 96 LF 4 2104 SALVAGE RCP APRON 3 EACH 5 2104 REMOVE CMP CULVERTS 240 LF 6 2104 REMOVE CATCH BASIN/MANHOLE STRUCTURE 1 EACH . 7 2104 REMOVE CURB AND GUTTER 40 LF 8 2104 REMOVE CONCRETE TRUCK PAD 240 SF 8 2104 REMOVE UNSUITABLE MATERIAL: CONCRETE RUBBLE 1,800 CY 9 2104 SAWING BITUMINOUS PAVEMENT FULL DEPTH 750 LF . 10 2104 REMOVE BITUMINOUS PVMT. (FULL DEPTH REMOVAL) 1,750 SY - 11 2104 SALVAGE SEWER CASTING 1 EACH II Bid Schedule "A" $ Bid Schedule "B" - Streets ITEM Mn/DOT ESTIMATED NO. SPEC. NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION 12 2105 COMMON BORROW 1,800 CY 13 2211 CLASS 5 AGGREAGATE BASE 70 TON 14 2360 Type LV-4 WEARING COURSE 50 TON 1 e 15 2360 Type LV -3 NON - WEARING COURSE 65 TON 16 2357 BITUMINOUS MATERIAL FOR TACK COAT 20 GAL 17 2360 BITUMINOUS DRIVEWAY PVMT. (2.5" THICK) LV4 1,400 SY 17 2531 CONCRETE CURB AND GUTTER DESIGN 8612 40 LF 18 2531 8" CONCRETE TRUCK PAD 240 SF _ 19 2564 TRAFFIC CONTROL 1 LS 20 2564 TYPE III BARRICADES - TEMPORARY 6 EACH , 20 2575 EROSION CONTROL BLANKET 200 SY 21 2575 INLET PROTECTION 4 EACH 22 2575 SEED MIXTURE TYPE 260, FERTILIZE & MULCH 0.30 , ACRE 23 2575 SEED MIXTURE TYPE 310, FERTILIZE & MULCH 0.45 ACRE otal Bid Schedule "B" $ S:\MunicipaIWOTSEGO4427 1SPEC \OT427BP BP-2 BID PROPOSAL CITY OF OTSEGO Queens Avenue Drainage Improvements Bid Schedule "C" - Storm Sewer ITEM Mn /DOT ESTIMATED NO. SPEC. NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION 24 2501 24" RC APRON /FES WITH TRASH GUARD 4 EACH 25 2503 24" RC PIPE SEWER DESIGN 3006 CL III 522 LF 26 2503 INSTALL SALVAGED 30" RCP 96 LF 27 2506 CONSTRUCT DRAINAGE 60" STRUCTURE DESIGN 4020 1 EACH 26 2506 CONSTRUCT DRAINAGE HEADWALL STRUCTURE 1 EACH 29 2511 RIPRAP CLASS III 10 CY Total Bid Schedule "C" $ TOTAL BID SUMMARY Bid Schedule "A" - Removals $ S Bid Schedule "B" - Streets S Bid Schedule "C" • Storm Sewer TOTAL BASE BID (Bid Schedule A - C) $ S:\MunicipalWOTSEGO \427 \SPEC\OT427BP BP -3 QUEENS AVE NE DRAINAGE IMPROVEMENTS GOVERNING SPECIFICATIONS CONSTRUCTION PLANS THE � 'S µ , DEPARTMENT s , CONSTRUCTION" SHALL GOVERN. CITY OTSEGO, MINNESOTA AU. FEDERAL. STATE AND LOCAL LAWS, REGULATIONS, AND ORDINANCES SHALL BE COMPHED WITH IN THE CONSTRUCTION OF THIS PROJECT. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE MYUTCD. INCLUDING FELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS, JANUARY 2004. —{ �R�J ,_ -, ; -_ -- CITY OF OTSEGO PROJECT 08.13 coaar .. , — ,, SHEET INDEX I * , —_ �, \'� PT RAtR THIS PLANCONTAW87SHEETS • '�°`� 1 Title Sheet •,, I c='-';- . T:. Ik - 9.. .- 11 41 4 2-3 -6 Street and Storm Sewer Sheet — - ` 1987 Mark Hurd Topo 1 I PROJECT — _______T I I I I i I I ,14 I I J o LOCATION e� i ! L re: r t 1'-- -''--- I r s • • 1 r 3 1 . ! - ' - ROJ i / L !Y RECOMMENDED FOR APPROVAL � � . • � OCAS. o ' — tin es ) 1. � �' ��';. dTY / _ 27052 07 /27 /06 —_ — � * _ I ` T , ' Fs ♦ i t 1M RONA EER License No. Dale .... „,,,,,,,,,, 1 T 1T1 � .- SERT -_ -_ _ i ll EN i 1 . � Dey Ip u1n GSZ �i�� „,„„,,,,,, ...., ,. I r I I 1 • ; " - 'I ---- ---- 1 hereby certify that this plan. epsoIORCOtlo or n, report was I prepared by me or antler my direct supervision and that I e `-� I am a duly Licensed Professional Engineer under the laws 1 ) l of the State of Minnesota II I I I Iona 0 100 22000 - - 2503 07/27/05 awl so no VICINITY MAP PE KKANEERAWA P.E. P�, ,, Dam ua 0 000 4m m 11c N n -,, LOCATION MAP E . „ OATF REVISION AR SUISWFACE UIDIIT 1WOOWIDN N THS PIAO 6 s IASL 1 Am son , ...10, ir �eee�� a WANE JD-02, 1T801TD 'STAMDARO MOMS Own And c.,ln • 0 FDR DE twILEC7DI1 01 OMEN a TT1slNIC Assoc., inc. y • COMM SINSUNACE NUTT DATA." ATA" U N eee aee ra,w L+• UN a 00. e ...r. Ierwe. NM :FM SHEET 1 OF 7 SHEETS Ng • 11 MANN. COMER SMALL BE 111111111')IQ • 1 H T 1 YPE . w *R It ECCENIINC OPE.. MAW . CASMO j (SEE NT R CB SO[OAE) ,- Law NOP% lo RAPT AEA N AEA 1 t it5o NG SONG .. 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ROW ROW or ROAD ' S I z.m� � �2. I S MAXIMUM GRADES , M GRADES • CROWN POINT INSET A TYPICAL STREET SECTION QUEENS AVENUE N,E INSET A 1 -1 /2 NUMINOUS NONWEAR SPEC. 2360 LVWE450308 Y BITUMINOUS NONWEAR SPEC. 2360 MN/35030B 6' CLASS 5 AGGREGATE BASE (10014 CRUSHED GRAVEL) APPROVED SUBGRAOE DATE REVISION s ere' out. 8..1 NV. l .P.d ,. 00 1 Note Is mat w. pre.. by "" "'"'0i ay +� Hakanson Anderson Assoc., Inc. CITY OF Emu Mom piYdn m0 Ma11 an a soy TYPICAL SECTIONS /STORM SEWER DETAILS 2 Llano. Fre* Ens.. war u. NINE NE Civil Engi neer. and Land Sow. N. el O. Suns a Inn*. Surveyors OTSE GO SJS 7/16/06 1 3601 Thurston Ave.. Anoka. 14N.fete 55303 N. 70M h:0... 1 _.y j. PFl0 Ne .E. P ^mE ""' 763 - ez7 - 5660 EAr 763?0 0 � � QUEENS AVENUE N.E. m 7 1Vo.V.e r.n- fiW a6n3)Ww q D.1. WTH2OMw4 7Ia7 JB6EPN D. t.. 42503 RJR 01427 snneakaneon-andere0 n.00meom ON THE GREAT RIVER ROAD CITY OF OTSEGO, MINNESOTA SIEEIS :11 e0 h WOP MI WIN eeE / vi rW.�.. i R 66 j tR - I ��' E l 41 em.00 11 i if ii 1 ...., \ CO UW L /e /'9 �---� ...,. .,. 1 /1 SOW wr un a as SOWS PER wE .lue ,... `,,� 6l :. , P '. WIIJII�O-U"'''''' \o Ire F SR R■� m � ,:.1z6: W ra4. O > — 1, 111.1■ SIL CE - : _ °:''' -r- PROP INI FT PROTECTION STRAW RAI F DROP INI FT SEDIMENT FlI TER w ` MO SCALE WOOD FNIFR RI ANKFTJN ATION ON A CUT SI OPE .+. CTINOMO p 111E ya ...� I . [TANOARD R A1F NO .r. l_.] Itt" PIJ'TE No m Ll T�L7XS' STANDARD PI A1F NQ, 501 502 504 507 WemvAa.laTOWAE . IeRNWeOMWSW lmw .R V WAIwLe.OWAO • MwaamRem.MloR o c 1unWCRO.N1W4W nA®u.aMrcurvsn / \\ J � — solo Meese m.4eceeW •�� .116 _ t� _ ��1 e WWR 1ea g•• • • ; w.. 1, •• • • •• 1, is fseiRMISION .. TD00A • • • • • merr oe> \ .:✓ • • • • w,Nero:oWSlav SWESILLTWAISSAIW _ SuevereWiavloaalnRaraar ICOOKSW MN Mill IIM • Rxvr.>mMrAOmmoR '� A.ww.WAWewnMRe4rox ® �� Aomne = raeux CHOWO ® ". .111/1 IIML f� YIV.IN[ttlY.eI100MWORWWIF 01PILILSOD14010W rem rIGWOt • • • co • . COCA 4151 OWEAO.INOSI W uc AWOMO 4u WT. IopIOWY Sc WWSERLI SW IORMt�. 1001040.114 W4 baW4Ne001WAN IOaE ®MY • 1N®a1ORaW W TaM/IW 0100 00'04 mars WIDe] C AResorro ' WMiCW II[ OMVWYWW DOCCESTORI:W.0M _ (FOR UCF 2 INFRASAFE c_EDIYENT CONTR 1 RARRIER� MAIN DITCH GRATE INLET CASTINGS) 27� SEDIMENT COI IFCTION PLATE DATE REVISION 1 4i r � 'a W ' 1 slap / b, r m �WW Hakanson Anderson Assoc., Inc. "T" b" EROSION CONTROL DETAILS 3 M. :es[ 1peL:ae.1 . .4 at R R.n . ail I �1 OTSEGO a �Praf Engineer OW ea SIN MF eiWl Engineers W.e EWAw s1AT.AeyoT. 5.15 7/18/06 w7 763-427-5860 nw.. Mail. 763-427-0520 ssw QUEENS AVENUE N . E . CI A V m, e00E - .. m.1 e.1_ b. PeI E1..w . PL e tl 783 - 427 -56 FAX 763 -427 -0520 7 wV.w worel.- 2000,0/477 y.cW.n -a1aa1 M. 7R7N6 0. 4 1194Z_ RA6 01427 xnchoko een-mLersonsom ON THE GREAT RIVER ROAD CITY OF OTSEGO, MINNESOTA SHEETS QUEENS AVENUE N.E. ;j ,. m 110V. 909.51 SALVAGE 96LF 30' RCP SAW CUT 401s µy, 11,3 1 AND APRONS 20 0 K 20 40 BITUMINOUS 11 1 SG40 N 676-4 I I I e. 62 u I I I ; + DRIVE 1 i 1 ____ ....., _ {{ .. & A , r INV. '1 907.71 "�; op `' 0) r � , � i �, ' i�, ,� i ' �. ' 1 SEED MIX /310 I ' r � I �. i i � i f Ia 156 R' .p D SLOPES 0 - _ _ I t il j 1 1 I I SAW CUT s6LF LEGEND r `\ �/ ^ BITUMINOUS 1 I ' \ -___ SEED MIX /310 r BITUMINOUS REMOVAL 1 I ■ 1 DITCH SLOPES I=1 DITCH CLEANING I ' I � 1 Y--{ EXISTING STORM SEWER i I 61 IOCT CLASS NI R�7 ( E R _ ROSNNI CONTROL SEWER RIPRAP 6 1 • 925 925 920 920 915 EXISTING E PROFILE 915 / PROPOSED GRADE / ,'.-- 910 / / \ 910 / 11617' 30' RCP O 0.13% EXISTING 36" RCP 905 905 LLL / 900 `+a 4 900 . 895 • 895 • 0 101+00 102+00 103+00 104+00 1 hereby .aNy 6ha1 04. PI.. w.rXlalNn. mow. DATE REVISION , .,, 1444,4 k) .» 4. x.04 my xis Hakanson Anderson Assoc., Inc. CITY OF STREET AND SHEET erect Lextr E : r w �R oe ChM Engineers one tend Minnesota 55303 < OTSEGO STORM SEWER PLAN 4 w a a. sa. a Aan.wl.. SJS 7/16/06 3&11 Thurston Ave. Pao.. Minnesota 55303 0 Oms► RE m. 763 - 427 -5860 FAX 763 - 427 -0520 QUEENS AVENUE N.E. 7 JD0P8 0. 6. 0 * 074 .w,Rk ,mRw1_R1a0r603.6002 ON THE GREAT . OaR ]/2)/06 CITY OF OTSEGO. MINNESOTA M 5-. QUEENS AVENUE N.E. SEED MIX /310 / LEVEL & SEED DITCH t \ - DITCH SLOPES 0 M CLEANING CASTINGS J 9 t. AND SLOPES WITH ` F SEED MIX /310 .!.♦ � .... :t ;. LE x i N ABANDON IN PLACE •. \,`.'' REMOVE 4011 \ _..... 1.. .4. REMOVE 2011 ... .... 3041 2e CLIP 24- CAP .D y ; . \ 24- CCLIP .. - • REMOVE 4 TREES J \ SAW CUT SMILE 1 PILED ALONG DITCH — `�� / BITUMINOUS 7X REMOVE & REPLACE iiiii,,, £ 1011 CURB & GUTTER . IL � L Q - M+ 207400 46-s 46-s — CONNECT TO EXISTING 4 DRAINTILE \� INSTALL 2011 e MANTLE CONSTRUCT DRAINAGE HEADWALL STRUCTURE \ \ ONE REMOVE AND REPLACE SALVAGE AND P A 6` CONCRETE TRUCK PAD \ 30° INSTALL RIPRAP A i SAW CUT 27411 j BITUMINOUS \ FES /3 LEGEND ` APPROXIMATE 121190 SERVICE UNE OF 1 ISTING GAS SERVICNIE - v n BITUMINOUS REMOVAL ` EX FES /4 � DITCH CLEANING t - . )—< EXISTING STORM SEWER v 3-+4 -4 PROPOSED STORM SEWER P r ' ' '..' -''- P VEr1VE ® EROSION CONTROL 925 925 P05518LE WASTE CONCRETE RUBBLE FILL EX19tINGGRb'UNO PROFIE 920 _ O _ — — ' w � -- -- — PRE -1997 GROUND PROFILE 915 � , tg 910 — 910 / 33211 24- RCP 0 0.24% 905 a 905 Qo °0$1. 900 re ri 'N LLMs 900 895 895 201+00 202+00 23+00 24+00 DATE REVISION 1 hwe6y certify led die 11x. .Px6ice6ee• ®• .xm( o.wmr 61 ... x rdm ee 1TT OF STORM SEWER PLAN SHEET d r mr ew 1 e„ o 44 JDP Hakanson Anderson Assoc., Inc. I � (METRO HOME INSULATION LOT) 5 tic..r.J 1yax.lonal l]Vr.. �.. tlr owl xX Civil Engineers and Eon* Surveyors Ego bw a Or 6W a &minors. 5JS 7/19/06 7601 510180 0 Aw. 00.00. Minnesota 55303 eva;.i ,p 11 PFURA P; 0x04 410 763- 427 -5960 FAX 763 - 427 -0520 QUEENS AVENUE N.E. 7 v. \4∎ ?e,.e i.- .tl -Etu � i.17 M.Aoi,9...... - 800.4 OWS 121e uo. No 02903 RJW 01427 we.9 00800- an*ereon.com ON THE GREAT RIVER ROAD CITY OF OTSEGO. MINNESOTA 427 • QUEENS AVENUE N.E. SAW CUT 38LF BITUMINOUS 1 f l I 59TH STREET i REMOVE CB/MH I I ', I 1 ' (i REMOVE 741E I , I I. ;• ?t 21 CMP 1 I ��1 w1 TREES o 20 p EES PILED CB/11H H /0 i II 1 P WV. 908.84 scut w FEET REMOVE IoBEF 24' WP �201 Z1 1N.: .� 207.2 i LEVEL • SEED DITCH / O I l I CLEANING CASTINGS 1 - I AND SLOPES WITH - N 1 FES /7 SEED MIX /310 ,tea ' o y MoE Grapy I I N. h \> / I t1 SAW CUT 34LF . I I ` i BH'UMINOUS ■ 1 I 1 p/ +'' f o 1 LEGEND I um 905.6 _ 1, i F n BIIUMwoUS REMOVAL . o 3' � �4 DITCH CLEANING 1 a I g "'. i >--( EXISTING STORM SEWER 1 2 1 I I 1 1 I }.}y.( PROPOSED STORM SEWER 1 FES /S - ) 1 \\ t o I ® EROSION CONTROL ..... 925 925 920 920 ' EXISTING E PROFILE 915 r N� � f �__ �� 915 / i -� // 910 - - -- / 82LT � — 910 / 104LF 24' RCP 0 0.505 '24" RCP' O ' 0:675 N 905 x. r ,,, 0. 905 on AS ii 2 5411ulIa :4 900 86R:2== 900 895 895 aq `. i s 3. 205+00 208+00 27+00 DATE REVISION 11'•'•a' sadly that IN. Mae •7•a6laatlw4 ®ww rp EnsI � • .•,...a..., I � 3601 Hakanson Anderson Assoc Inc. G V S�E� STREET AND sH�. °..I wl .V. : P. Wa . ./ l aa. ay STORM SEWER PLAN B * - Pr.*. Pr.*. Epa..rr w gene w7 /1 Civil Engineers and Land Surveyors !.� w.. w a. sets et Wm* u. SJS 1 78/06 Thurston Ave. Make Ninnesola 5003 ITIR ao6• w 763- 427 -5860 FAX 763- 427 -0520 WEEKS AVENUE N.E. 7 �pgw� a P 0. P.[. . ciwikopan- ondw,an.4wn ON THE THE GREAT CITY OF OTSEGO, MINNESOTA SHEETS CIT �cu« ��Vani zmn�onx'IVMCw�z1- aro"M_mnwro m4 7!27/06 Ix. na 1144I_ RJR OT427 07427 • • QUEENS AVENUE N.E. ... ....-- ....- s • \ \........ ss. - U aft. aan,•0 20 40 .............sesse wee •••••••efte...... ......„......„:„..../.. .... 5:11 ° IN FEET ogs,'*164 4/04411162.120/~01040114/00 40.001~01/011/1/1112 ............. .0111•01 11001•1.• 411.0..0 1•1•0•■•• /0040•011e0•10." W.... •■■■•■..•■ WM.* ••■•••••■.•• ............"...."......e4., . .......... ...r....... 101.0.01. 1101 •••■••• 0.101.4M01 ........ '... a........./ ......"°.... 0... "*"...,- Ir.* 41111111.4.011.0.4."."7:101~401 4511111111112."." ‘' N al likikliVilik 10 * .4 4,_ eaftwoms.,.... • • Alo :".":1Z.6"."1"". k ~NO •INVMMII.b. 4IIIII•1* 111.ftWO ' Illr • 44•411001~01111•1141110 ........ X ........ 4) • ....... .„, • Ir AN............. PROPOSED PIPE C• 4 1 .00,0„ . I. V‘\...‘......, ........' S 3 \\s\ LOCATION \\ \._/ „,....---... „........, , . ..„.---".. .......... ......r2 ..... 41.1■NeTeR 4INININTIO 411114 1 \ew..,..„..0....e.le ...e.'..... %.,.....: Qu'...„...„,...0" 925 925 920 PRE-MT GROUND PROFILE 920 9 915 915 9 910 910 \ / 332LF 2 ' RCP 0 0.24X 905 905 81 0 9,..".. "A 4 900 +" RI V Id 900 E195 895 7 : 201+00 202+00 29+00 24400 DATE REVISION Or '''.4. c"4. " " M :rds=kr../ Hakanson Anderson Assoc., Inc. CITY OF 1997 MARK HURD TOPO SHEET 7 deed supeniesn me Ned I es a duly Civil Engineers ond Lend Surveyors OTSEGO CI Wen* Prof* OM". Na" " TsON Tess el me Stals a4 slims.. SS I 111 3801 Thurston kes.. Make, linnesolo 55.303 QUEENS AVENU N.E E . 7 CITY OF OTSEGO, MINNESOTA SHEETS • OMR RE SO 763:..427w-51350k....FAX_...n763-42.c7..-D520 ON THE GREAT RIVER ROAD e 7= ' M rt. P.e. osei lux OT427 ca42 • • vl . g Page l of l , ,,, t - *-e -- ,, ,,,' , I ' "",,,,,,5 " " ■ '( , tea, -1 w s "•v .-.. '"'S , y d y r , k : i ' 8/9/2006 file: / /C:\Documents and Settings\RonW.HAKANSON\ Local . .. \ot2500monticello.ind.lotl.JP ITEM 5_1 CLAIMS LIST CITY COUNCIL MEETING AUGUST 14, 2006 TO: Judy Hudson Attached is the Claims List for the City Council. For more details, please refer to the Check Detail Registers. If you have any questions regarding this service, please let me know. Claims Register 07 -26 -2006 $ 1,028,969.07 * 07 -31 -2006 $ 15,000.00 07 -31 -2006 $ 5,000.00 08 -03 -2006 $ • 40,598.28 08 -10 -2006 $ 567,473.15 08 -10 -2006 $ (40.00) ** * Includes approved consent agenda items. ** Voided check #42512 to Wright County Hwy Dept. PAYROLL 08 -02 -2006 $ 35,779.51 GRAND TOTAL $ 1,692,780.01 If you have any questions or if you would like to review this list further, please let me know. Kathy Grover Bookkeeper CITY OF OTSEGO 08/10/06 11:20 AM Page 1 *Check Summary Register@ AUGUST 2006 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid ABDO ABDO EICK & MEYERS LL $19,850.00 2005 YEAR END AUDIT & ANNUAL REPORT UnPaid AIRGAS, INC. $24.37 ACETYLENE /HAZMAT /OXYGEN UnPaid ALDEN POOL & MUNICIPAL SUP $3,555.28 2 BULK WATER METERS UnPaid ASSURANT EMPLOYEE BENEFIT $306.00 PW - AUG UnPaid ASTLEFORD INTN'L TRUCKS $148.29 HEAD - INT'L DUMP UnPaid BEAR ALARMS $37.28 WEST SEWER TREATMENT PLANT UnPaid BLUE CROSS BLUE SHIELD OF $11,657.00 FIN - SEPT UnPaid BONESTROO ROSENE ANDERLI $32,375.17 WWTF, WEST, PHASE 1 UnPaid BOYER TRUCKS $7.24 BELT - FORD DUMP TRUCK UnPaid BRAUN INTERTEC $4,560.75 RIVERWOOD IT TRUNK SS UnPaid BRYAN ROCK PRODUCTS, INC. $1,534.09 AG LIME PRAIRIE PARK UnPaid CENTRAL WOOD PRODUCTS $2,865.92 REC -STEP SCHOOL KNOLL UnPaid CHARTER COMMUNICATIONS $119.06 MONTHLY SERVICE UnPaid CITY OF ALBERTVILLE $24,273.44 1ST HALF 2006 FIRE SVC UnPaid COBORNS INC $52.57 DRY CLEANING UnPaid COLT FENCE COMPANY INC $14,850.00 OUTFIELD FENCE - PR PK UnPaid CROW RIVER FARM EQUIPMEN $122.33 HR BARS - REPAIR SUPPLIES UnPaid D & 1-1 FENCING $6,531.00 FENCING - 16917 70TH ST UnPaid DAVID CASTLE $10.00 INSP MTG LUNCHEON UnPaid DJ'S TOTAL HOME CENTER $62.78 MARKING PAINT UnPaid DUSTCOATING, INC. $2,345.00 70TH STREET DUST CONTROL UnPaid ECM PUBLISHERS INC $145.95 LEGAL - PUBLIC HEARING UnPaid ELECTION SYSTEMS & SOFTWA $330.00 HDWR/SFTWR SUPPORT AGRMT UnPaid FASTENAL COMPANY $24.71 GRAFFITI REMOVER UnPaid FINKEN'S•WATER CARE $78.79 PW UnPaid FLOYD TOTAL SECURITY $145.00 REPAIR VAULT DOOR UnPaid GLENS TRUCK CENTER INC $21.41 MICROLITE UnPaid GODFATHERS PIZZA $57.33 CC WORKSHOP DINNER UnPaid GOPHER STATE ONE -CALL INC $752.55 LOCATE TICKETS UnPaid GREENBERG IMPLEMENT INC. $231.26 GASKET, SHAFT FOR TILLER UnPaid HAKANSON ANDERSON ASSOC $144,408.69 CRIMSON PONDS WEST UnPaid HYDRO METERING TECHNOLOG $41,002.50 MOBILE COLLECTOR UnPaid ICC, INC $100.00 GOV MEMBER DUES - TIM ROCHEL UnPaid J & M OIL CO. $511.59 CHEV DELO 400 15W40 UnPaid J.M.S. CUSTOM HOMES, LLC $1,500.00 7408 MARLOWE - DRIVEWAY ESCROW UnPaid JACQUIE ROGNLI $875.00 JULY /AUG OTSEGO VIEW UnPaid JEREMIAH BOULEY $400.00 ESCROW REFUND - BOULEY ACREAGE SP UnPaid JERRY OLSON $1,975.00 INSP SVCS 7/19 THRU 7/26 UnPaid JOE & BOBBIE ANDERSON $202.05 ESCROW REFUND - ANDERSON CUP UnPaid JOE ABRAHAMSON $54.48 INSPECTION MTG MILEAGE UnPaid KAREE ROWELL $99.01 MILEAGE - CLERK SCHOOL UnPaid LONG & SONS $875.91 MONTHLY CLEANING SVC UnPaid MARTIES FARM SERVICE INC $140.58 PREMIUM SUNNY UnPaid MARTIN BENEFIT ADMINISTRAT $65.00 MONTHLY FEE UnPaid MENARDS $89.03 LINE REEL, TAPE MEAS UnPaid MERGES ANDREW $4,916.66 JULY 2006 ASSESSING WORK UnPaid MINNESOTA LIFE $179.60 FIN - AUG UnPaid MONARCH HOMES, INC. $1,000.00 11340 - 72ND ST LNDSCP ESCROW UnPaid MONTICELLO ANIMAL CONTROL $70.00 ANIMAL CONTROL UnPaid NAGELL APPRAISAL & CONSUL $1,500.00 16098 62ND ST APPRAISAL UnPaid NAPA OF ELK RIVER INC $266.73 FILTERS UnPaid NORTHWEST ASSOC CONSULT $9,525.29 ROTTLUND - WILDFLOWER UnPaid OERTEL ARCHITECTS $7,208.23 PUBLIC WORKS STUDY UnPaid OFFICEMAX $523.65 BLDG SUPPLIES UnPaid OMANN BROTHERS INC. $242.30 AC FINES MIX UnPaid OSI ENVIRONMENTAL, INC $100.00 FILTER, DRUM DISPOSAL CITY OF OTSEGO 08/10/06 11:20 AM Page 2 *Check Summary Register© AUGUST 2006 Name Check Date Check Amt UnPaid PCS SAFETY SYSTEMS $5,186.95 COMP INSTALL - BLDG TRUCKS UnPaid PEOPLE SERVICE INC. $45,667.00 MONTHLY SERVICE UnPaid PREMIER HOME BUILDERS $2,000.00 7353 LARGE - LNDSCP ESCROW UnPaid QUICK FUEL FLEET SERVICES $2,671.01 GAS FUEL UnPaid RANDY'S SANITATION $173.07 8899 NASHUA UnPaid REED BUSINESS INFORMATION $305.28 QUEENS AVE UnPaid RICHARD & CLAUDIA NELSON $238.27 ESCROW REFUND - NELSON CUP UnPaid RUSSELL L. SHONYO $738.09 A/C REPAIR FORD DUMP TRUCK UnPaid SHOEMAKER SERVICES INC. $15,250.00 MUELLER SEPTIC INSTALLATION UnPaid SRF CONSULTING GROUP, INC. $4,783.81 PARKS CONSULTING UnPaid ST. CROIX RECREATION CO. $80,221.13 EQUIPMENT OTSEGO PRES UnPaid STRATEGIC EQUIPMENT $151.87 COFFEE DECANTERS, 2 STATION WARME UnPaid SUPERIOR LAWN $5,738.85 PARKS UnPaid TOSHIBA AMERICA INFO SYS IN $211.83 TOSHIBA COPIER UnPaid U OF MN EXTENSION SERVICE $156.56 SEWER GUIDES UnPaid UNITED RENTALS NORTHWEST, $1,943.36 TILLER - SCHOOL KNOLL UnPaid UNLIMITED ELECTRIC INC $1,881.49 ELECTRICAL WIRING FOR PROJECTORS UnPaid USA BLUE BOOK $204.37 SUPPLIES UnPaid VINYL GRAPHICS $30.00 HARD HAT DECALS UnPaid WRIGHT COUNTY AUDITOR -TRE $48,666.67 SHERIFF PATROL FOR AUG UnPaid WRIGHT COUNTY HIGHWAY DE $200.00 CTY 42 UTILITY PERMITS UnPaid WRIGHT - HENNEPIN CO -OP ELE $5,348.00 MONTHLY MAINT - JUNE UnPaid XCEL ENERGY $132.33 8899 NASHUA AVE UnPaid XEROX CORPORATION $516.97 XEROX COPIER UnPaid ZIEGLER INC $150.37 FILTER FOR CAT LOADER Total Checks $567,473.15 FILTER: None CITY OF OTSEGO 08/10/06 11:20 AM Page 1 *Check Detail Register© AUGUST 2006 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid ABDO ABDO EICK & MEYERS LLP E 101 -41600 -304 Accounting & Auditing $19,850.00 224286 2005 YEAR END AUDIT & ANNUAL R Total ABDO ABDO EICK & MEYERS LLP $19,850.00 Unpaid AIRGAS, INC. E 101 -43100 -210 Operating Supplies (GENERAL) $24.37 105749635 ACETYLENE/HAZMAT /OXYGEN Total AIRGAS, INC. $24.37 Unpaid ALDEN POOL & MUNICIPAL SUPPLY E 601 -49400 -203 Supplies - General $3,555.28 600510 2 BULK WATER METERS Total ALDEN POOL & MUNICIPAL SUPPLY $3,555.28 Unpaid ASSURANT EMPLOYEE BENEFITS E 101 -43100 -130 Employer Paid Ins (GENERAL) $90.00 PW -AUG E 101 -41600 -130 Employer Paid Ins (GENERAL) $36.00 FIN - AUG E 101 -41400 -130 Employer Paid Ins (GENERAL) $72.00 ADMIN -AUG E 250 -42410 -130 Employer Paid Ins (GENERAL) $108.00 BLDG - AUG Total ASSURANT EMPLOYEE BENEFITS $306.00 Unpaid ASTLEFORD INTN'L TRUCKS - - E 101 -43100 -240 Small Tools and Minor Equip $65.99 T82666 SEAL REMOVER E 10143100 -220 Repair /Maint Supply (GENERAL) $82.30 T82780 HEAD - INT'L DUMP Total ASTLEFORD INTN'L TRUCKS $148.29 Unpaid BEAR ALARMS E 602 -49450 -390 Contracted Services $37.28 2306 WEST SEWER TREATMENT PLANT Total BEAR ALARMS $37.28 Unpaid BLUE CROSS BLUE SHIELD OF MN E 101 -41600 -123 Health $664.00 FIN - SEPT E 250 -42410 -123 Health $5,743.00 BLDG - SEPT E 101 -41400 -123 Health $3,414.00 ADMIN - SEPT E 101 -43100 -123 Health $1,836.00 PW -SEPT Total BLUE CROSS BLUE SHIELD OF MN $11,657.00 Unpaid BONESTROO ROSENE ANDERLIK E 430 -43256 -302 Engineering Fees $1,310.00 132809 WWTF, WEST, PHASE 1 E 432 -43256 -302 Engineering Fees $31,065.17 132810 WWTF, EAST, PHASE 3 Total BONESTROO ROSENE ANDERLIK $32,375.17 Unpaid BOYER TRUCKS E 101 -43100 -210 Operating Supplies (GENERAL) $7.24 49884R BELT - FORD DUMP TRUCK Total BOYER TRUCKS $7.24 Unpaid BRAUN INTERTEC G 701 -22315 RIVERWOOD NATIONAL $864.00 264718 RIVERWOOD 12" TRUNK SS E 475 -43100 -302 Engineering Fees $1,028.00 264983 WATERFRONT EAST E 444 -43100 -302 Engineering Fees $2,668.75 264998 TRUNK SS & WTRMN Total BRAUN INTERTEC $4,560.75 Unpaid BRYAN ROCK PRODUCTS, INC. E 203 - 45210 - 530 Improvements Other Than Bldgs $1,534.09 23997 AG LIME PRAIRIE PARK Total BRYAN ROCK PRODUCTS, INC. $1,534.09 Unpaid CENTRAL WOOD PRODUCTS E 203 -45210 -530 Improvements Other Than Bldgs $1,432.96 3116 REC -STEP LILYPOND E 101 - 45200 -400 Repairs & Maint Cont (equip) $1,432.96 3266 REC -STEP SCHOOL KNOLL CITY OF OTSEGO 08/10/06 11:20 AM Page 2 *Check Detail Register© AUGUST 2006 Check Amt Invoice Comment Total CENTRAL WOOD PRODUCTS $2,865.92 ....._._.. ..._ ........................... ................._ ...... Unpaid CHARTER COMMUNICATIONS E 101 -41400 -390 Contracted Services $119.06 MONTHLY SERVICE Total CHARTER COMMUNICATIONS $119.06 ........_. _ ..............._.............. . Unpaid CITY OF ALBERTVILLE E 211 -42200 -390 Contracted Services $24,273.44 2006130 1ST HALF 2006 FIRE SVC Total CITY OF ALBERTVILLE $24,273.44 Unpaid COBORNS INC E 250 -42410 -310 Miscellaneous $52.57 DRY CLEANING Total COBORNS INC $52.57 Unpaid COLT FENCE COMPANY INC E 203 -45210 -530 Improvements Other Than Bldgs $14,850.00 OUTFIELD FENCE - PR PK Total COLT FENCE COMPANY INC $14,850.00 Unpaid CROW RIVER FARM EQUIPMENT E 101 -43100 -220 Repair /Maint Supply (GENERAL) $122.33 119617 HR BARS - REPAIR SUPPLIES Total CROW RIVER FARM EQUIPMENT $122.33 Unpaid D & H F ENCI NG E 485 -43100 -500 Capital Outlay (GENERAL) $6,531.00 1235 FENCING - 16917 70TH ST Total D & H FENCING $6,531.00 Unpaid DAVID CASTLE E 250 -42410 -360 Education/Training /Conferences $10.00 INSP MTG LUNCHEON Total DAVID CASTLE $10.00 ........................... ...................._ . Unpaid DJ'S TOTAL HOME CENTER E 101 -43100 -220 Repair /Maint Supply (GENERAL) $25.52 13929 MARKING PAINT E 101 -45200 -240 Small Tools and Minor Equip $37.26 14525 RUBBER HOSES Total DJ'S TOTAL HOME CENTER $62.78 G .. _,.. _ ......_..........._.. Unpaid DUSTCOATING, INC. 701 -22394 DUERR PROP $390.84 6834 70TH STREET DUST CONTROL G 701 -22393 REMINGTON COVES $390.83 6834 70TH STREET DUST CONTROL G 701 -22369 DR H ZIMMER PROP $390.83 6834 70TH STREET DUST CONTROL E 101 - 43100 -436 Dustcoating $1,172.50 6834 70TH STREET DUST CONTROL Total DUSTCOATING, INC. $2,345.00 Unpaid ECM PUBLISHERS INC E 101 -41400 -350 Print/Binding (GENERAL) $69.50 218842 LEGAL - PUBLIC HEARING E 101 -41400 -350 Print/Binding (GENERAL) $76.45 218843 LEGAL - PUBLIC HEARING Total ECM PUBLISHERS INC $145.95 Unpaid ELECTION SYSTEMS & SOFTWARE E 101 -41410 -205 Election Supplies $330.00 597594 HDWR/SFTWR SUPPORT AGRMT Total ELECTION SYSTEMS & SOFTWARE $330.00 Unpaid FASTENAL COMPANY E 101 -43100 -210 Operating Supplies (GENERAL) $24.71 MNELK6169 GRAFFITI REMOVER Total FASTENAL COMPANY $24.71 Unpaid FINKEN'S WATER CARE E 101 -41940 -390 Contracted Services $57.67 CITY HALL E 101 -43100 -390 Contracted Services $21.12 PW CITY OF OTSEGO 08/10/06 11:20 AM Page 3 *Check Detail Register© AUGUST 2006 Check Amt Invoice Comment Total FINKEN'S WATER CARE $78.79 Unpaid FLOYD TOTAL SECURITY E 101 - 41940 -402 Repairs /Maint Buildingss $145.00 54893 REPAIR VAULT DOOR Total FLOYD TOTAL SECURITY $145.00 Unpaid GLENS TRUCK CENTER INC E 101 -43100 -210 Operating Supplies (GENERAL) $21.41 125593 MICROLITE Total GLENS TRUCK CENTER INC $21.41 .................... . Unpaid GODFATHER'S PIZZA E 101 -41400 -310 Miscellaneous $57.33 CC WORKSHOP DINNER Total GODFATHER'S PIZZA $57.33 Unpaid GOPHER STATE ONE -CALL INC E 250 -42410 -310 Miscellaneous $752.55 LOCATE TICKETS Total GOPHER STATE ONE -CALL INC $752.55 Unpaid GREENBERG IMPLEMENT INC. E 101 -43100 -220 Repair /Maint Supply (GENERAL) $231.26 PS28115 GASKET, SHAFT FOR TILLER Total GREENBERG IMPLEMENT INC. $231.26 Unpaid HAKANSON ANDERSON ASSOC INC G 701 -22356 KITTR CROSS PPRZ $41.25 18725 KITTREDGE CROSSING G 701 -22451 BOULDER CREEK - EMMERICH EA $487.37 18815 BOULDER CREEK G 701 -22398 PRAIRIE OAKS $41.25 18816 PRAIRIE OAKS G 701 -22384 FOREST HILLS $343.67 18820 FOREST HILLS G 701 -22392 MISSISSIPPI COVE $1,677.45 18825 DAVIS MISSISSIPPI COVE G 701 -22460 FEATHERWIND - FARR $136.00 18826 FEATHERWIND G 701 -22433 ZIMMER FARMS 5/PHASE 4 $871.51 18827 ZIMMER FARMS 5 G 701 -22406 KITCROSS 5/6 $1,130.18 18835 KITTREDGE 5, 6 G 701 -22409 PLEASANT CRK 3RD $340.28 18836 PLEASANT CREEK 3 G 701 -22415 NORIN'S LANDING $420.09 18837 NORIN'S LANDING G 701 -22445 RIVER PLACE II $9,064.47 18844 RIVERPLACE 2 G 701 -22396 ARBOR CREEK 2ND $1,400.00 18846 ARBOR CREEK 2 G 701 -22413 OTSEGO PRESERVE 11 $186.30 18847 OTSEGO PRESERVE 2 G 701 -22419 ZIMMER 4TH $388.96 18848 ZIMMER FARMS 4 G 701 -22426 FIN PLAT ARBOR CRK 3 $1,593.50 18849 ARBOR CREEK 3 G 701 -22432 OTSEGO PRESERVE III $465.28 18850 OTSEGO PRESERVE 3 G 701 -22361 SUN RAY FARMS $300.00 18852 SUNRAY FARMS G 701 -22380 RIVERPLACE 1ST $2,186.35 18853 RIVERPLACE G 701 -22369 DR H ZIMMER PROP $2,168.86 18854 ZIMMER FARMS G 701 -22462 DUKE REALTY $2,346.18 18855 DUKE- ROLLING MEADOWS G 701 -22434 Crimson Ponds West $3,121.97 18857 CRIMSON PONDS WEST G 701 -22315 RIVERWOOD NATIONAL $3,533.81 18858 RIVERWOOD NATIONAL G 701 -22366 MARTIN FARMS $2,084.05 18859 MARTIN FARMS G 701 -22321 RIVERPOINTE 2ND $173.56 18860 RIVERPOINT 2 G 701 -22324 RIVERPOINTE 3 $400.00 18861 RIVERPOINT 3 G 701 -22349 ARBOR CREEK $300.00 18862 ARBOR CREEK G 701 -22422 ROTTLUND HOMES $204.22 18863 ROTTLUND HOMES G 701 -22474 CRIMSON PONDS WEST 2ND ADD $1,845.97 18864 CRIMSON PONDS WEST 2 G 701 -22467 ZIMMER FARMS 6 $2,576.93 18865 ZIMMER FARMS 6 G 701 -22424 HAMLET'S CREEKVIEW $488.52 18866 HAMLET PROPERTY G 701 -22465 GREAT RIVER CTR $8,823.10 18867 GREAT RIVER CENTRE G 701 -22377 OTSEGO PRESERVE $857.47 18868 OTSEGO PRESERVE G 701 -22374 KITTREDGE FINAL $100.00 18869 KITTREDGE 2, 3, 4 G 701 -22393 REMINGTON COVES $102.44 18870 REMINGTON COVES G 701 -22401 ZIMMERFARMS 3RD $310.94 18871 ZIMMER FARMS 3 CITY OF OTSEGO 08/10/06 11:20 AM Page 4 *Check Detail Register© AUGUST 2006 Check Amt Invoice Comment E 101 -41560 -302 Engineering Fees $920.05 18872 STAFF MEETINGS E 101 - 41560 -302 Engineering Fees $2,508.00 18873 CITY MAP G 701 -22397 SUNRAY FARMS 2ND $600.00 18874 SUNRAY FARMS 2 E 48043100 -302 Engineering Fees $342.25 18875 ALBERTVILLE /OTSEGO ISSUES G 701 -22410 RWN SEWER/WATER FEE $1,010.24 18877 KADLER AVE FRCMN E 101 -41560 -302 Engineering Fees $7,160.00 18878 W/S - 194 IMPROVEMENTS E 250 - 42410 -302 Engineering Fees $519.68 18879 TRUNK HWY 101 E 475 -43100 -302 Engineering Fees $1,296.24 18880 COMM FRTG RD E 485 -43100 -302 Engineering Fees $1,844.43 18883 QUEENS AVE IMP E 427 -43100 -302 Engineering Fees $3,666.73 18885 MACIVER - 80TH TO 60TH E 444 -43100 -302 Engineering Fees $596.57 18886 101/37/42 SS & WATER BORINGS E 475 -43100 -302 Engineering Fees $1,290.03 18887 WATERFRONT EAST UTILITIES E 444 -43100 -302 Engineering Fees $6,832.49 18889 TRUNK WTRMN & FRCMN 101 FRTG R E 426 -43100 -302 Engineering Fees $5,915.72 18890 QUADAY - 78TH TO CSAH 37 E 444 -43100 -302 Engineering Fees $34,283.07 18891 TRUNK SS & WTRM 42/101 E 101 -41560 -302 Engineering Fees $4,674.22 18892 2006 OTSEGO RD MAINT PROJ E 48543100 -302 Engineering Fees $8,744.51 18893 CSAH 42 IMPROVEMENTS E 485 -43100 -302 Engineering Fees $561.70 18911 CHRISTIAN ACRES E 203 -45210 -302 Engineering Fees $2,012.07 18913 CITY PARKS TOPO SURVEY E 101 -41560 -302 Engineering Fees $195.98 18914 DARKENWALD 37/101 COMMERCIAL E 10141560 -302 Engineering Fees ($29.01) 18914 KARYPSIS /POLARIS CREDIT G 701 -22486 BOB'S PRODUCE $700.88 18914 BOB'S PRODUCE G 701 -22452 NEXTEL LEASE $381.16 18914 NEXTEL LEASE G 701 -22479 RIVERPLACE 3RD ADDITION $544.72 18917 RIVERPLACE 3 E 10141560 -302 Engineering Fees $247.50 18918 MINING PERMITS E 10141400 -348 Maps $3,578.35 18919 GOPHER ONE CALL MAPS E 10141560 -302 Engineering Fees $3,499.18 18920 MISC ENGINEERING Total HAKANSON ANDERSON ASSOC INC $144,408.69 Unpaid HYDRO METERING TECHNOLOGY INC E 60149400 -500 Capital Outlay (GENERAL) $20,501.25 33681 -IN MOBILE COLLECTOR E 60249450 -500 Capital Outlay (GENERAL) $20,501.25 33681 -1N MOBILE COLLECTOR Total HYDRO METERING TECHNOLOGY INC $41,002.50 Unpaid ICC, INC E 250 -42410 -355 Dues & Memberships $100.00 06- 5213962 GOV MEMBER DUES - TIM ROCHEL Total ICC, INC $100.00 Unpaid J & M OIL CO. E 101 -43100 -202 Gas & Oil $511.59 113620 CHEV DELO 400 15W40 Total J & M OIL CO. $511.59 Unpaid J.M.S. CUSTOM HOMES, LLC E 70241400 -310 Miscellaneous $1,500.00 7408 MARLOWE - DRIVEWAY ESCROW Total J.M.S. CUSTOM HOMES, LLC $1,500.00 Unpaid JACQUIE ROGNLI E 10141400 -347 Newsletter $875.00 2006 -04 JULY /AUG OTSEGO VIEW Total JACQUIE ROGNLI $875.00 Unpaid JEREMIAH BOULEY G 701 -22473 BOULEY - ACREAGE SPLIT $400.00 ESCROW REFUND - BOULEY ACREAGE Total JEREMIAH BOULEY $400.00 ...._..__ . ............... .. Unpa JERRY OLSON E 250 - 42410 -390 Contracted Services $1,975.00 INSP SVCS 7/19 THRU 7/26 Total JERRY OLSON $1,975.00 CITY OF OTSEGO 08/10/06 11:20 AM Page 5 *Check Detail Register© AUGUST 2006 Check Amt Invoice Comment Unpaid JOE & BOBBIE ANDERSON G 701 -22476 ANDERSON CUP - MOVE IN HOUSE $202.05 ESCROW REFUND - ANDERSON CUP Total JOE & BOBBIE ANDERSON $202.05 .... __ ...._..._.... .............._......... _......... ... Unpaid JOE ABRAHAMSON E 250 -42410 -360 Education/Training /Conferences $30.00 3 INSP MTG LUNCHEONS E 250 -42410 -321 Mileage/Travel $24.48 INSPECTION MTG MILEAGE Total JOE ABRAHAMSON $54.48 Unpaid KAREE ROWELL E 101 -41400 -321 MileagelTravel $99.01 MILEAGE - CLERK SCHOOL Total KAREE ROWELL $99.01 .. _.._........_.. ._...... _ .............. Unpaid LONG & SONS E 101 -41940 -203 Supplies - General $130.41 06 -246 SUPPLIES E 101- 41940 -389 Cleaning Services $745.50 06 -246 MONTHLY CLEANING SVC Total LONG & SONS $875.91 Unpaid MARTIES FARM SERVICE INC E 101 -43100 -310 Miscellaneous $140.58 50055 PREMIUM SUNNY Total MARTIES FARM SERVICE INC $140.58 Unpaid MARTIN BENEFIT ADMINISTRATORS E 101 -41400 -390 Contracted Services $65.00 6345 MONTHLY FEE Total MARTIN BENEFIT ADMINISTRATORS $65.00 Unpaid MENARDS E 101 -45200 -240 Small Tools and Minor Equip $39.86 78480 SPRINKLER, HOSE E 101 -45200 -210 Operating Supplies (GENERAL) $14.82 80631 WOOD LATH E 101 -45200 -203 Supplies - General $3.60 80647 4" SPRAY HEAD E 101 -45200 -240 Small Tools and Minor Equip $30.75 82479 LINE REEL, TAPE MEAS Total MENARDS $89.03 ....._._. _ .................... ............. .... . .. Unpaid MERGES ANDREW E 101 -41550 -390 Contracted Services $4,916.66 JULY 2006 ASSESSING WORK Total MERGES ANDREW $4,916.66 Unpaid MINNESOTA LIFE E 250 -42410 -123 Health $32.60 BLDG - AUG E 101 -43100 -123 Health $111.10 PW -AUG E 101 -41600 -123 Health $13.80 FIN - AUG E 101-41400-123 Health $22.10 ADMIN -AUG Total MINNESOTA LIFE $179.60 Unpaid MONARCH HOMES, INC. E 702 -41400 -310 Miscellaneous $1,000.00 11340 - 72ND ST LNDSCP ESCROW Total MONARCH HOMES, INC. $1,000.00 Unpaid MONTICELLO ANIMAL CONTROL E 101 -42710 -390 Contracted Services $70.00 630 ANIMAL CONTROL Total MONTICELLO ANIMAL CONTROL $70.00 ......... ............................... Unpaid NAGELL APPRAISAL & CONSULTING E 485 -43100 -301 Legal Services $1,500.00 13320 16098 62ND ST APPRAISAL Total NAGELL APPRAISAL & CONSULTING $1,500.00 Unpaid NAPA OF ELK RIVER INC E 101 -43100 -240 Small Tools and Minor Equip $58.56 231612 BAT TEST CITY OF OTSEGO 08/10/06 11:20 AM Page 6 *Check Detail Register© AUGUST 2006 Check Amt Invoice Comment E 101 -43100 -210 Operating Supplies (GENERAL) $101.87 231612 FILTERS E 101 -43100 -210 Operating Supplies (GENERAL) $52.54 232230 TRUCK KIT E 101 -43100 -210 Operating Supplies (GENERAL) $53.76 232501 SILICONE, SEALER Total NAPA OF ELK RIVER INC $266.73 Unpaid NORTHWEST ASSOC CONSULTANTS G 701 -22490 WRT CTY HWY DEPT STORAGE $712.00 15719 WRIGHT CTY SUBSTATION G 701 -22491 GATEWAY NORTH L1 BLK 1 2ND A $560.50 15719 GATEWAY NORTH BLDG 1 G 701 -22462 DUKE REALTY $494.00 15719 DUKE CONCEPT PLAN G 701 -22487 ROLFE - FEEDLOT SETBACK VARI $342.00 15719 FEEDLOT VARIANCE G 701 -22392 MISSISSIPPI COVE $159.00 15719 DAVIS MISSISSIPPI COVE G 701 -22422 ROTTLUND HOMES $142.50 15719 ROTTLUND - WILDFLOWER G 701 -22467 ZIMMER FARMS 6 $104.50 15719 ZIMMER FARMS 6 • G 701 -22479 RIVERPLACE 3RD ADDITION $737.55 15719 RIVERPLACE 3 E 203 - 45210 -303 Planning Fees $463.50 15720 PRAIRIE PK CONCEPT E 485 -43100 -303 Planning Fees $578.80 15720 CTY RD 42 PROJECT E 101 -41570 -303 Planning Fees $886.60 15720 W/S DISTRICT UPDATE E 101 -41570 -303 Planning Fees $651.88 15720 GENERAL E 101 -41570 -303 Planning Fees $413.10 15720 MONTICELLO TOWNSHIP CUP E 250 -42410 -303 Planning Fees $2,129.36 15721 GEN'L - CODE ENF E 101 -41570 -303 Planning Fees $1,150.00 15722 JULY MEETINGS Total NORTHWEST ASSOC CONSULTANTS $9,525.29 Unpaid OERTEL ARCHITECTS E 441 -43100 -302 Engineering Fees $7,208.23 #11 PUBLIC WORKS STUDY Total OERTEL ARCHITECTS $7,208.23 Unpaid OFFICEMAX E 250 -42410 -201 Office Supplies $78.84 739119 BLDG SUPPLIES E 101 -41400 -201 Office Supplies $107.84 739119 OFFICE SUPPLIES E 250 -42410 -201 Office Supplies $52.60 799163 BLDG SUPPLIES E 101 -41600 -201 Office Supplies $93.29 799163 FIN SUPPLIES E 101 -41400 -201 Office Supplies $50.62 799163 ADMIN SUPPLIES E 101 -41410 -205 Election Supplies $12.67 799163 ELECTION SUPPLIES E 250 -42410 -201 Office Supplies $127.79 870229 TONER CARTRIDGE Total OFFICEMAX $523.65 ................._._...._..... Unpaid OMANN BROTHERS INC. E 101 - 43100 -434 Blacktop Supplies $242.30 7155 AC FINES MIX Total OMANN BROTHERS INC. $242.30 Unpaid OSI ENVIRONMENTAL, INC E 101 - 43100 -390 Contracted Services $100.00 252005 FILTER, DRUM DISPOSAL Total OSI ENVIRONMENTAL, INC $100.00 Unpaid PCS SAFETY SYSTEMS E 250 -42410 -501 Equipment $1,279.73 6128 COMP INSTALL - BLDG TRUCKS E 250 -42410 -501 Equipment $1,347.23 6129 COMP INSTALL - BLDG TRUCKS E 250 -42410 -501 Equipment $1,279.73 6130 COMP INSTALL - BLDG TRUCKS E 250 -42410 -501 Equipment $1,280.26 6134 COMP INSTALL - BLDG TRUCKS Total PCS SAFETY SYSTEMS $5,186.95 Unpaid PEOPLE SERVICE INC. E 602 -49450 -390 Contracted Services $31,005.61 10764 MONTHLY SERVICE E 601 -49400 -390 Contracted Services $14,661.39 10764 MONTHLY SERVICE Total PEOPLE SERVICE INC. $45,667.00 Unpaid PREMIER HOME BUILDERS CITY OF OTSEGO 08/10/06 11:20 AM Page 7 *Check Detail Register© AUGUST 2006 Check Amt Invoice Comment E 702 -41400 -310 Miscellaneous $1,000.00 7311 LARGE - LNDSCP ESCROW E 702 -41400 -310 Miscellaneous $1,000.00 7353 LARGE - LNDSCP ESCROW Total PREMIER HOME BUILDERS $2,000.00 Unp aid QUICK FUEL FLEET SERVICES E 101- 43100 -202 Gas & Oil $2,065.09 81225 DIESEL FUEL E 101 - 43100 -202 Gas & Oil $605.92 81225 GAS FUEL Total QUICK FUEL FLEET SERVICES $2,671.01 Unpaid RANDY'S SANITATION E 101 -41940 -325 Garbage Service $95.54 8899 NASHUA E 101 -43100 -325 Garbage Service $77.53 13474 95TH Total RANDY'S SANITATION $173.07 ................_...... . Unpaid REED BUSINESS INFORMAflON E 485 -43100 -351 Legal Notices Publishing $152.64 3322565 QUEENS AVE E 485 -43100 -351 Legal Notices Publishing $152.64 3326030 QUEENS AVE Total REED BUSINESS INFORMATION $305.28 Unpaid RICHARD & CLAUDIA NELSON G 701 -22478 NELSON CUP - RELOCATE SFH $238.27 ESCROW REFUND - NELSON CUP Total RICHARD & CLAUDIA NELSON $238.27 Unpaid RUSSELL L. SHONYO E 101 -43100 -220 Repair /Maint Supply (GENERAL) $738.09 8002 NC REPAIR FORD DUMP TRUCK Total RUSSELL L. SHONYO $738.09 Unpaid SHOEMAKER SERVICES INC. E 414 -43100 -390 Contracted Services $15,250.00 MUELLER SEPTIC INSTALLATION Total SHOEMAKER SERVICES INC. $15,250.00 Unpaid SRF CONSULTING GROUP, INC. E 203 -45210 -390 Contracted Services $4,783.81 5521 -9 PARKS CONSULTING Total SRF CONSULTING GROUP, INC. $4,783.81 Unpaid ST. CROIX RECREATION CO. E 203 -45210 -501 Equipment $26,539.80 14982 EQUIPMENT OTSEGO PRES E 203 -45210 -501 Equipment $26,699.55 14983 EQUIPMENT KITTREDGE CROSSING E 203 -45210 -501 Equipment $26,981.78 14984 EQUIPMENT BEAUDRY MEADOWS Total ST. CROIX RECREATION CO. $80,221.13 Unpaid STRATEGIC EQUIPMENT E 101 - 41940 -560 Fumiture and Fixtures $151.87 938133 COFFEE DECANTERS, 2 STATION WA Total STRATEGIC EQUIPMENT $151.87 Unpaid SUPERIOR LAWN E 101 -41940 -390 Contracted Services $1,670.13 871 CITY PROPERTY E 602 -49450 -390 Contracted Services $430.90 871 SEWER E 101 -45200 -390 Contracted Services $3,206.92 871 PARKS E 601 - 49400 -390 Contracted Services $430.90 871 WATER Total SUPERIOR LAWN $5,738.85 Unpaid TOSHIBA AMERICA INFO SYS INC E 101 - 41400 -413 Office Equipment Rental $211.83 45206461 TOSHIBA COPIER Total TOSHIBA AMERICA INFO SYS INC $211.83 Unpaid U OF MN EXTENSION SERVICE E 250 -42410 -201 Office Supplies $156.56 SEWER GUIDES CITY OF OTSEGO 08/10/06 11:20 AM Page 8 *Check Detail Register© AUGUST 2006 Check Amt Invoice Comment Total U OF MN EXTENSION SERVICE $156.56 Unpaid UNITED RENTALS NORTHWEST, INC. E 101 - 45200 -410 Rentals (GENERAL) $84.70 57716029 -001 TILLER - SCHOOL KNOLL E 101 - 43100 -410 Rentals (GENERAL) $1,776.38 57996539 -001 DOZER RENTAL E 101 - 45200 -410 Rentals (GENERAL) $82.28 58044078 -001 SOD CUTTER Total UNITED RENTALS NORTHWEST, INC. $1,943.36 Unpaid UNLIMITED ELECTRIC INC E 250 -42410 -525 Building Improvements $1,881.49 7441 ELECTRICAL WIRING FOR PROJECTO Total UNLIMITED ELECTRIC INC $1,881.49 ... ............................... _.. . ....... ............................... . Unpaid USA BLUE BOOK • E 601 -49400 -203 Supplies - General $102.18 204274 SUPPLIES E 602 -49450 -203 Supplies - General $102.19 204274 SUPPLIES Total USA BLUE BOOK $204.37 Unpaid VINYL GRAPHICS E 101 -43100 -310 Miscellaneous $15.00 3124 HARD HAT DECALS E 250 -42410 -310 Miscellaneous $15.00 3124 HARD HAT DECALS Total VINYL GRAPHICS $30.00 Unpaid WRIGHT COUNTY AUDITOR TREASURE E 101 -42100 -390 Contracted Services $48,666.67 PATROL -06 -8 SHERIFF PATROL FOR AUG Total WRIGHT COUNTY AUDITOR - TREASURE $48,666.67 Unpaid WRIGHT COUNTY HIGHWAY DEPT E 485 -43100 -310 Miscellaneous $200.00 4925 CTY 42 UTILITY PERMITS Total WRIGHT COUNTY HIGHWAY DEPT $200.00 ................__.... ......._..._.........._.. .........._ ............... _.. Unpaid WRIGHT- HENNEPIN CO-OP ELECTRIC E 601-49400-390 Contracted Services $2,674.00 MONTHLY MAINT - JUNE E 602 -49450 -390 Contracted Services $2,674.00 MONTHLY MAINT - JUNE Total WRIGHT - HENNEPIN CO-OP ELECTRIC $5,348.00 Unpaid XCEL ENERGY E 101 - 43160 -322 Utilities $132.33 8899 NASHUA AVE Total XCEL ENERGY $132.33 ........._. .._ ............................ Unpaid XEROX CORPORATION E 101- 41400 -413 Office Equipment Rental $516.97 18902643 XEROX COPIER Total XEROX CORPORATION $516.97 Unpaid �• -. . -- ZIEGLER INC E 101 -43100 -210 Operating Supplies (GENERAL) $150.37 PC080207858 FILTER FOR CAT LOADER Total ZIEGLER INC $150.37 10100 BANK OF ELK RIVER $567, CITY OF OTSEGO 08/10/06 11:20 AM Page 9 *Check Detail Register© AUGUST 2006 Check Amt Invoice Comment Fund Summary 10100 BANK OF ELK RIVER 101 GENERAL FUND $124,852.68 203 PARK DEVELOPMENT $105,297.56 211 Albertville Fire District $24,273.44 250 BUILDING PERMIT FEES $18,976.47 414 Revolving Capital Improvements $15,250.00 426 Quaday & CSAH 37 $5,915.72 427 MACIVER/70TH ST ACCESS $3,666.73 430 West Trtmnt Plant -Phase 1 $1,310.00 432 East WWTP Phase 111 $31,065.17 441 Otsego City Campus • $7,208.23 444 SE Utilities Project $44,380.88 475 Waterfront East/Miss. Shores $3,614.27 480 I94 /CASH 37 Project $342.25 485 Street Impr. Fund - 2006 $20265.72 601 WATER FUND $41,925.00 602 SEWER FUND $54,751.23 701 DEVELOPMENT ESCROWS FUND $59,877.80 702 BUILDERS ESCROW FUND $4,500.00 $567,473.15 CITY OF OTSEGO 08/03/06 2:23 PM Page 1 *Check Summary Register© AUGUST 2006 Na me Check Date Chec Amt 10100 BANK OF ELK RIVER UnPaid ALPINE HOMES INC $21,000.00 6417 MASON LNDSCP /DRIVEWAY UnPaid BRADY HELGESON $2,500.00 7559 LANDAU AVE LNDSCP /DRIVEWAY UnPaid DRAKE CONSTRUCTION, INC. $1,000.00 7636 PADGETT LNDSCP UnPaid GRANDVIEW BUILDERS INC $1,000.00 12448 66TH ST LNDSCP UnPaid HOMES PLUS $2,500.00 11674 76TH ST LNDSCP /DRIVEWAY UnPaid ICMA RETIREMENT TRUST $592.31 ppe 7/29 ck dtd 8/2/06 UnPaid MINKS ENTERPRISES INC $4,000.00 7473 KAHLER CRT LNDSCP UnPaid PUBLIC EMPLOYEES RETIREME $3,465.97 PPE 7/29 CK DTD 8/2 UnPaid ROLFE BUILDERS, INC. $1,000.00 11645 79TH ST LNDSCP UnPaid WAGENAAR HOMES INC $1,500.00 7503 LANDAU DRIVEWAY REFUND UnPaid WRIGHT COUNTY AUDITOR -TRE $40.00 COOP PURCHASING VENTURE PROGRAM UnPaid ZIEGLER CONSTRUCTION CO IN $2,000.00 13927 89TH ST LNDSCP Total Checks $40,598.28 FILTER: None CITY OF OTSEGO 08/03/06 2:23 PM Page 1 *Check Detail Register© AUGUST 2006 Check A mt I nvoice Comment 10100 BANK OF ELK RIVER _ _._ Unpaid ALPINE HOMES INC E 70241400 -310 Miscellaneous $1,500.00 8853 KAHL WAY DRIVEWAY E 702 -41400 -310 Miscellaneous $1,500.00 12414 66TH SY DRIVEWAY E 702 -41400 -310 Miscellaneous $1,500.00 12452 65TH ST DRIVEWAY E 702 -41400 -310 Miscellaneous $1,500.00 12457 65TH ST DRIVEWAY E 702 -41400 -310 Miscellaneous $1,500.00 6397 MASON DRIVEWAY E 702 -41400 -310 Miscellaneous $1,500.00 6429 MASON DRIVEWAY E 702 -41400 -310 Miscellaneous $1,500.00 6443 MARSHALL AVE DRIVEWAY E 702 - 41400 -310 Miscellaneous $1,500.00 6565 MASON DRIVEWAY E 702 -41400 -310 Miscellaneous $2,500.00 12394 65TH ST LNDSCP /DRIVEWAY E 702 -41400 -310 Miscellaneous $2,500.00 6405 Mason LNDSCP /DRIVEWAY E 702 -41400 -310 Miscellaneous $2,500.00 6417 MASON LNDSCP /DRIVEWAY E 702 -41400 -310 Miscellaneous $1,500.00 6558 MASON DRIVEWAY Total ALPINE HOMES INC $21,000.00 ........___...._........._. Unpaid BR HELGESON E 702 -41400 -310 Miscellaneous $2,500.00 7559 LANDAU AVE LNDSCP /DRIVEWA Total BRADY HELGESON $2,500.00 Unpaid DRAKE CONSTRUCTION, INC. E 702 -41400 -310 Miscellaneous $1,000.00 7636 PADGETT LNDSCP Total DRAKE CONSTRUCTION, INC. $1,000.00 Unpaid GRANDVIEW BUILDERS INC E 70241400 -310 Miscellaneous $1,000.00 12448 66TH ST LNDSCP Total GRANDVIEW BUILDERS INC $1,000.00 . ..........._.._ ............._. Unpaid HOMES PLUS E 702 -41400 -310 Miscellaneous $2,500.00 11674 76TH ST LNDSCP /DRIVEWAY Total HOMES PLUS $2,500.00 Unpaid ICMA RETIREMENT TRUST G 101 -21705 Other Retirement $400.00 ppe 7/29 do dtd 8/2/06 E 101 -41400 -121 PERA $192.31 ppe 7/29 ck dtd 8/2/06 Total ICMA RETIREMENT TRUST $592.31 Unpaid MINKS ENTERPRISES INC E 70241400 -310 Miscellaneous $1,000.00 7446 KAHLER CRT LNDSCP E 70241400 -310 Miscellaneous $1,000.00 7473 KAHLER CRT LNDSCP E 702 -41400 -310 Miscellaneous $1,000.00 7391KAHL CRT LNDSCP E 702 - 41400 -310 Miscellaneous $1,000.00 . 7452 KAHLER CRT LNDSCP Total MINKS ENTERPRISES INC $4,000.00 ......._.. ..................._. _.._ Unpaid PUBLIC EMPLOYEES RETIREMENT FD G 101 -21704 PERA $1,657.63 PPE 7/29 CK DTD 8/2 E 101 -41600 -121 PERA $231.21 PPE 7/29 CK DTD 8/2 E 101 - 41400 -121 PERA $297.26 PPE 7/29 CK DTD 8/2 E 101 -43100 -121 PERA $560.83 PPE 7/29 CK DTD 8/2 E 250 -42410 -121 PERA $719.04 PPE 7/29 CK DTD 8/2 Total PUBLIC EMPLOYEES RETIREMENT FD $3,465.97 Unpaid ROLFE BUILDERS, INC. E 702 -41400 -310 Miscellaneous $1,000.00 11645 79TH ST LNDSCP Total ROLFE BUILDERS, INC. $1,000.00 Unpaid WAGENAAR HOMES INC E 702 -41400 -310 Miscellaneous $1,500.00 7503 LANDAU DRIVEWAY REFUND CITY OF OTSEGO .08103/06 2:23 PM Page 2 *Check Detail Register© AUGUST 2006 Check Amt Invoice Comment Total WAGENAAR HOMES INC $1,500.00 Unpaid WRIGHT COUNTY AUDITOR TREASURE E 250 -42410 -355 Dues & Memberships $40.00 COOP PURCHASING VENTURE PROGRA Total WRIGHT COUNTY AUDITOR TREASURE $40.00 .............. .....................___..... Unpaid ZIEGLER CONSTRUCTION CO INC E 702 -41400 -310 Miscellaneous $1,000.00 13736 89TH ST LNDSCP E 702 -41400 -310 Miscellaneous $1,000.00 13927 89TH ST LNDSCP Total ZIEGLER CONSTRUCTION CO INC $2,000.00 10100 BANK OF ELK RIVER $40,598.28 Fund Summary 10100 BANK OF ELK RIVER 101 GENERAL FUND $3,339.24 250 BUILDING PERMIT FEES $759.04 702 BUILDERS ESCROW FUND $36,500.00 $40,598.28 CITY OF OTSEGO 07/31/06 11:42 AM Page 1 *Check Summary Register@ JULY 2006 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid MIDWEST STATION II, INC. $5,000.00 MOVE FENCE - MIDWEST STATION Total Checks $5,000.00 FILTER: None CITY OF OTSEGO 07/31/06 11:42 AM Page 1 *Check Detail Register© JULY 2006 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid MIDWEST STATION II, INC. E 485 -43100 -301 Legal Services $5,000.00 MOVE FENCE - MIDWEST STATION Total MIDWEST STATION II, INC. $5,000.00 10100 BANK OF ELK RIVER $5,000.00 Fund Summary 10100 BANK OF ELK RIVER 485 Street Impr. Fund - 2006 $5,000.00 $5,000.00 CITY OF OTSEGO 07/31/06 11:38 AM Page 1 *Check Summary Register© JULY 2006 N ame Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid MIDWEST STATION II, INC. $15,000.00 MIDWEST STATION EASEMENT Total Checks $15,000.00 FILTER: None CITY OF OTSEGO 07/31/06 11:39 AM Page 1 *Check Detail Register© JULY 2006 Check A Invoice Comment 10100 BANK OF ELK RIVER ... Unpaid MIDWEST STATION II, INC. E 485 - 43100 -301 Legal Services $15,000.00 MIDWEST STATION EASEMENT Total MIDWEST STATION II, INC. $15,000.00 10100 BANK OF ELK RIVER $15,000.00 Fund Summary 10100 BANK OF ELK RIVER 485 Street Impr. Fund - 2006 $15,000.00 $15,000.00 • CITY OF OTSEGO 07/26/06 2:16 PM Page 1 *Check Summary Register© JULY 2006 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid ALLIED BLACKTOP $24,845.14 2006 STREET MAINT PROJ UnPaid ALPINE HOMES INC $7,500.00 12460 66TH ST - LNDSCP ESC UnPaid BAUNE CONSTRUCTION, INC. $2,500.00 6497 MASON AVE - LNDSCP ESC UnPaid BUFFALO BITUMINOUS $83,030.00 3 PARKS CONSTRUCTION UnPaid BURSCHVILLE CONSTRUCTION, $555,730.53 CSAH 42 TRUNK WATER & SEWER UnPaid BUY BUILDER DIREST, INC. $1,000.00 7384 LAMONT AVE LNDSCP ESC UnPaid CHRISTIAN BUILDERS INC $2,500.00 12184 72ND ST - LNDSCP ESC UnPaid DRESEL CONTRACTING INC $18,804.00 KITTREDGE STORM SWR INSTALL UnPaid FENNA HOMES $1,000.00 7763 LANDER AVE - LNDSCP ESC UnPaid GRIDOR CONSTR., INC. $138,483.00 EAST WWTF UnPaid HENNEN CONSTRUCTION CO. $190,000.00 TRUNK W/S 101/42/37 UnPaid KNISLEY CONSTRUCTION INC $1,000.00 10135 92ND ST LNDSCP ESC UnPaid MIKHAIL SIMONOVICH $800.00 REFUND 2ND DRIVEWAY FEES UnPaid STERNZ BUILDERS, INC. $1,500.00 9868 105TH ST - DRIVEWAY ESC UnPaid TIM ROCHEL $116.40 MILEAGE ST. CLOUD CLASSES UnPaid UNITED STATES POSTAL SERVI $160.00 PERMIT IMPRINT APPLICATION Total Checks $1,028,969.07 FILTER: None CITY OF OTSEGO 07/26/06 2:16 PM Page 1 *Check Detail Register© JULY 2006 Check Amt Invoice Comment 10100 BANK OF ELK RIVER ,., „._....• Unpaid ALLIED BLACKTOP E 101 - 43100 -432 Sealcoating $24,845.14 PAY 2 FINAL 2006 STREET MAINT PROJ Total ALLIED BLACKTOP $24,845.14 Unpaid ALPINE HOMES INC E 702 -41400 -310 Miscellaneous $2,500.00 12460 66TH ST - LNDSCP ESC E 702 -41400 -310 Miscellaneous $2,500.00 12472 66TH ST - LNDSCP ESC E 702 -41400 -310 Miscellaneous $2,500.00 12468 65TH ST - LNDSCP ESC Total ALPINE HOMES INC $7,500.00 Unpaid BAUNE CONSTRUCTION, INC. E 702 -41400 -310 Miscellaneous $2,500.00 6497 MASON AVE - LNDSCP ESC Total BAUNE CONSTRUCTION, INC. $2,500.00 = Unpaid BUFFALO BITUMINOUS E 203 -45210 -500 Capital Outlay (GENERAL) $83,030.00 PAY #1 3 PARKS CONSTRUCTION Total BUFFALO BITUMINOUS $83,030.00 Unpaid BURSCHVILLE CONSTRUCTION, INC. E 444 -43100 -530 Improvements Other Than Bldgs $555,730.53 PAY 2 CSAH 42 TRUNK WATER & SEWER Total BURSCHVILLE CONSTRUCTION, INC. $555,730.53 Unpaid BUY BUILDER DIREST, INC. E 702 - 41400 -310 Miscellaneous $1,000.00 7384 LAMONT AVE LNDSCP ESC Total BUY BUILDER DIREST, INC. $1,000.00 Unpaid CHRISTIAN BUILDERS INC E 702 -41400 -310 Miscellaneous $2,500.00 12184 72ND ST - LNDSCP ESC Total CHRISTIAN BUILDERS INC $2,500.00 Unpaid DRESEL CONTRACTING INC E 203 -45210 -500 Capital Outlay (GENERAL) $18,804.00 PAY 1 - FINAL KITTREDGE STORM SWR INSTALL Total DRESEL CONTRACTING INC $18,804.00 .... ............................... Unpaid FENNA HOMES E 702 -41400 -310 Miscellaneous $1,000.00 7763 LANDER AVE - LNDSCP ESC Total FENNA HOMES $1,000.00 Unpaid GRIDOR CONSTR., INC. E 432 - 43256 -500 Capital Outlay (GENERAL) $138,483.00 PAY #16 EAST WWTF Total GRIDOR CONSTR., INC. $138,483.00 Unpaid HENNEN CONSTRUCTION CO. E 444 -43100 -530 Improvements Other Than Bldgs $190,000.00 PAY 3 TRUNK W/S 101/42/37 Total HENNEN CONSTRUCTION CO. $190,000.00 Unpaid KNISLEY CONSTRUCTION INC E 702-41400-310 Miscellaneous $1,000.00 10135 92ND ST LNDSCP ESC Total KNISLEY CONSTRUCTION INC $1,000.00 Unpaid MIKHAIL SIMONOVICH R 101 -34103 Zoning and Subdivision Fees $200.00 REFUND 2ND DRIVEWAY FEES G 701 -22489 SIMONOVICH 2ND DRIVEWAY $600.00 REFUND 2ND DRIVEWAY FEES Total MIKHAIL SIMONOVICH $800.00 Unpaid STERNZ BUILDERS, INC. E 702 -41400 -310 Miscellaneous $1,500.00 9868 105TH ST - DRIVEWAY ESC CITY OF OTSEGO 07/26/06 2:16 PM Page 2 *Check Detail Register© JULY 2006 Check Amt Involve Comment Total STERNZ BUILDERS, INC. $1,500.00 ............ _....... . Unpaid TIM ROCHEL E 250 -42410 -321 Mileage/Travel $116.40 MILEAGE ST. CLOUD CLASSES Total TIM ROCHEL $116.40 Unpaid UNITED STATES POSTAL SERVICE E 101 -41400 -206 Postage $160.00 PERMIT IMPRINT APPLICATION Total UNITED STATES POSTAL SERVICE $160.00 10100 BANK OF ELK RIVER $1,028,969.07 Fund Summary 10100 BANK OF ELK RIVER 101 GENERAL FUND $25,205.14 203 PARK DEVELOPMENT $101,834.00 250 BUILDING PERMIT FEES $116.40 432 East WWTP Phase III $138,483.00 444 SE Utilities Project $745,730.53 701 DEVELOPMENT ESCROWS FUND $600.00 702 BUILDERS ESCROW FUND $17,000.00 $1,028,969.07 ITEM 5_2 RESOLUTION NO. 2006 -54 APPOINTING ELECTION JUDGES FOR 2006 CITY OF OTSEGO, COUNTY OF WRIGHT WHEREAS, the Primary Elections are to be held on September 12, 2006 and, WHEREAS, the General Elections are to be held on November 7, 2006, and, WHEREAS Election Judges are required to perform the election duties for these elections, NOW, THEREFORE, BE IT RESOLVED THAT, the following persons be appointed as Election Judges and attend the necessary training provided by the City of Otsego in order to hold the position of Election Judges: Monica Mize Shane Peterson Mary Olson Appointed by the City of Otsego Council this 14 day of August, 2006. City of Otsego Mayor Larry Fournier ATTEST: Judy Hudson, City Clerk Elections 2006.wps ITEM 5_3 CITY OF OTSEGO PARK & RECREATION COMMISSION MEETING MINUTES JULY 12, 2006 7:00 PM Call to Order: The meeting was called to order at 7:00 PM. Roll Call: Commissioners: Chair Aaron Stritesky, Kathy Roberts, Rose Cassady, Peter Torresani, and Mike Brumm. Absent: Russ Langer. • Councilmembers: Jessica Stockamp and Mark Thorsted. Staff: City Administrator Michael Robertson, Public Works Director Brad Belair, Assistant City Planner Anne Rexine. Steve Zoubek of Three Rivers Soccer Association was also present. City Administrator Robertson added Eagle Scout Project to the agenda. Agenda Approval: Commissioner Cassady, seconded by Commissioner Torresani, moved to approve the revised agenda. Carried 5 -0. Approval of minutes from June 14, 2006 meeting: Commissioner Torresani, seconded by Commissioner Roberts, moved approve the minutes, amending Commissioner Torresani's request for an update on park construction. Carried 6 -0. Proposed Eagle Scout Project: TJ Natus of Boy Scout troop #290 was present to discuss his proposed project of constructing and landscaping some new signs for City parks. Commissioners were supportive of the idea and Public Works Director Belair said he would be happy to work with young Mr. Natus. Review of Prairie Park Designs: Soccer Fields - Both Steve Zoubek and Assistant Planner Rexine reviewed their examination of land north of City Hall and 90 Street for soccer fields. Rexine noted that the site could hold five full size soccer fields. Elimination of one soccer field would allow construction of a 120 space parking lot. Zoubek noted that five full size fields would not be needed and suggested including some smaller fields. Rexine said she would revise her drawings accordingly. Zoubek also noted he had examined the piece of land in the southwest part of Prairie Park that juts south past the property just south of City Hall. He said that piece of land could hold two small soccer fields. Baseball Fields - Assistant Planner Rexine reviewed a drawing showing four additional baseball fields could be constructed to the west of the existing ball diamonds. Commissioners asked her to push the fields as far west as possible to see if some parking could be put between them and the existing ball diamonds. They asked if one or more of the new fields could be made "Big" ball fields. Prairie Park Ballfield Fence: Commissioners were in consensus to recommend that the Council put up a ball field fence. Tennis Boards: Commissioners were in consensus to recommend that the Council put up boards on the tennis courts. Greenway Corridor Park Plan Amendment: Assistant Planner Rexine reviewed the proposed Greenway Corridor amendment to the City's Park & Trail Plan. This would follow Lefebvre Creek to 78 Street. Commissioner Cassady, Seconded by Commissioner Brummn, moved to recommend approval of the proposed amendment. Carried 5 -0. Parks Update: Administrator Robertson noted that the Council asked the Commission to set priorities and that the Commission will vote on priorities on a list of projects at the next meeting. 2006 Park Construction: Administrator Robertson updated Commissioner on the 2006 Park Construction project. City Update: Councilmembers Stockamp and Thorsted updated Commissioners on recent Council decisions. Adjournment: With no further business Commissioner Cassady, seconded by Commissioner Roberts, moved to adjourn at 9:22 p.m. Carried 6 -0. Michael Robertson City Administrator IT EM 5_4 2 CUST:. City of Otsego JOB:Otsego Public Works Facility APPLICATION NO: 3 Page: 1 8899 Nashua Avenue NE Northwest Quadrant of 90th St PERIOD ENDING : 07/30/06 & Nashua Avenue NE Otsego MN 55330 Otsego, MN 55330 FROM: KUE CONTRACTORS, INC. ARCHITECT:Oertel Architects, Ltd. CONTRACT NO: 130 Central Ave S 1795 Saint Clair Avenue CONTRACT DATE: 03/28/06 WATKINS, MN 55389 JOB DESCRIPTION: Otsego Public Works Facility (New Construction) CHANGE ORDERS ADDITIONS DEDUCTIONS ORIGINAL CONTRACT AMOUNT $ 3,859,668.00 TOTAL CHANGE ORDER AMOUNT S .00 PREVIOUS TOTAL .00 • .00 TOTAL CONTRACT INCLUDING CHANGE ORDERS $ 3,859,668.00 CURRENT AMOUNT COMPLETED TO DATE S 972,475.00 RETAINAGE - 5.00% OF WORK COMPLETED $ 48,625.00 Number Date 5.00% OF STORED MATERIAL COMPLETED TO DATE LESS RETAINAGE $ 923,850.00 PREVIOUS AMOUNT BILLED S 348,761.00 SALES TAX S .00 CURRENT AMOUNT DUE $ 575,089.00 • AMOUNT REMAINING S 2,935,818.00 TOTALS TO DATE .00 .00 NET AMOUNT .00 ARCHITECT'S CERTIFICATE FOR PAYMENT The undersigned Contractor certifies that to the best of the Contractor's knowledge, information and belief the Work covered In accordance with the Contract Documents, based on by this Application for Payment has been completed in accordance on-site observations and the data comprising this with the Contract Documents, that all amounts have been paid by application, the Architect certifies to the Owner the Contractor for Work for which previous Certificates for that to the best of the Architect's knowledge, Payment were issued and payments received from the Owner, and information and belief the Work has progressed as that current payment shown herein is now due. indicated, the quality of the Work is in accordance with the Contract Documents, and the Contractor is CONTRACTOR: KUE CONTRACTORS, INC. entitled to payment of the AMOUNT CERTIFIED. BY A : 07/27/2006 AMOUNT CERTIFIED S v ames R. 'uechle (Attach explanation if amount certified di fers from State o : Mi -sota County of: Stearns the amount for. Initial LL f'.• res on this Subscri• a sworn to before me this_27th day of Appli ion and • the C tinn eet that are _ July 2006 ch- ged to con •rm to a• nt - tified.) RCHITECT: /1 / i DATE: f 'j /f, / ..( G / Notary Public:�/ This Cer :;e is not nego iable. The AMOUNT My Commission pires: J nuary 31, 10 Cr "ELF •1 s payable only to the Contractor named Issuance, payment and acceptance of payment a._ without prejudice to any rights of the Owner or MARYRKUEGHLE Contractor under this Contract. i N olary Public !tt Minne I • My Comm Expires Jan 31.2010 I Job Number: 2604 Otsego Public Works Facility Application No.: 3 Period From: 07/01/06 Page Number 2 Project # : Invoice Number : 793 Thru: 07/30/06 f - -- -WORK COMPLETED- - -- COMPLETED SCHEDULED PREVIOUS THIS STORED AND STORED BALANCE l DESCRIPTION OF WORK VALUE APPLICATION PERIOD MATERIALS TO DATE 7. TO FINISH RETAINAGE 01000 General Requirements 115,254.00 44,000.00 7,000.00 .00 51,000.00 44 64,254.00 2,550.00 02200 Earthwork & Site Clearing 70,600.00 56,700.00 6,400.00 .00 63,100.00 89 7,500.00 3,155.00 02513 Asphalt Concrete Paving 143,000.00 .00 .00 .00 .00 0 143,000.00 .00 02514 Site Concrete 27,900.00 .00 .00 .00 .00 0 27,900.00 .00 02730 Sewage Systems 59,100.00 45,962.00 .00 .00 45,962.00 78 13,138.00 2,298.00 03310 Concrete 246,900.00 79,231.00 .00 .00 79,231.00 32 167,669.00 3,962.00 03410 Structural Precast Concre 69,300.00 .00 .00 .00 .00 0 69,300.00 .00 03450 Tilt -up Precast Wall Pane 338,600.00 268,323.00 70,277.00 .00 338,600.00 100 .00 16,930.00 04200 Unit Masonry 212,874.00 .00 78,257.00 .00 78,257.00 37 134,617.00 3,913.00 05120 Structural Steel 264,500.00 .00 182,000.00 .00 182,000.00 69 82,500.00 9,100.00 05210 Steel Joist w/05120 .00 .00 .00 .00 .00 0 .00 .00 05300 Steel Decking w/05120 .00 .00 .00 .00 .00 0 .00 .00 05500 Misc Metals w/05120 .00 .00 .00 .00 .00 • 0 .00 .00 06100 Rough Carpentry 8,800.00 .00 .00 .00 .00 0 8,800.00 .00 06200 Finish Carpentry 20,800.00 .00 .00 .00 .00 0 20,800.00 .00 06400 Archit Millwork w/06200 .00 .00 .00 .00 .00 0 .00 .00 07200 Insulation 600.00 .00 600.00 .00 600.00 100 .00 30.00 07530 Single Ply Membrane Roofi 153,000.00 .00 .00 .00 .00 0 153,000.00 .00 07600 Flash /Sheet Metal w/07530 .00 .00 .00 .00 .00 0 .00 .00 07900 Joint Sealers 11,200.00 .00 .00 .00 .00 0 11,200.00 .00 08110 Steel Doors & Frames 51,900.00 .00 2,500.00 .00 2,500.00 5 49,400.00 125.00 08210 Wood Doors w/08110 .00 .00 .00 .00 .00 0 .00 .00 X05 Access Doors 800.00 .00 550.00 .00 550.00 69 250.00 28.00 .30 Overhead Coiling Shutter 1,200.00 .00 .00 .00 .00 0 1,200.00 .00 08360 Sectional Overhead Doors 37,200.00 .00 .00 .00 .00 0 37,200.00 .00 08410 Alum. Entrances & Framing 137,900.00 .00 .00 .00 .00 0 137,900.00 .00 08710 Finish Hardware w/08110 .00 .00 .00 .00 .00 0 .00 .00 08800 Glass & Glazing w/08410 .00 .00 .00 .00 .00 0 .00 .00 08900 Alum Curtainwall & w/8410 .00 .00 .00 .00 .00 0 .00 .00 08955 Unit Skylights 19,200.00 .00 17,400.00 .00 17,400.00 91 1,800.00 870.00 09250 Gypsum Drywall 52,300.00 .00 .00 .00 .00 0 52,300.00 .00 09300 Tile 16,400.00 .00 .00 .00 .00 0 16,400.00 .00 09510 Acoustic Ceilings 11,600.00 .00 .00 .00 .00 0 11,600.00 .00 09680 Carpeting 6,200.00 .00 .00 .00 .00 0 6,200.00 .00 09900 Painting 37,500.00 .00 .00 .00 .00 0 37,500.00 .00 10160 Toilet Partitions 1,100.00 .00 .00 .00 .00 0 1,100.00 .00 10200 Louvers & Vents 800.00 .00 .00 .00 .00 0 800.00 .00 10400 Signage 6,100.00 .00 .00 .00 .00 0 6,100.00 .00 10500 Metal lockers & Accessori 7,100.00 .00 .00 .00 .00 0 7,100.00 .00 10522 Fire Extinguishers & Acce 400.00 .00 .00 .00 .00 0 400.00 .00 10800 Toilet Accessories 400.00 .00 .00 .00 .00 0 400.00 .00 11320 Projection Screen 500.00 .00 .00 .00 .00 0 500.00 .00 11450 Appliances 1,900.00 .00 .00 .00 .00 0 1,900.00 .00 11600 Vehicle Fueling System 91,900.00 .00 .00 .00 .00 0 91,900.00 .00 12500 Window Treatment 2,800.00 .00 .00 .00 .00 0 2,800.00 .00 14250 Hydraulic Elevator 44,600.00 .00 10,900.00 .00 10,900.00 24 33,700.00 545.00 14450 Truck Lifts 12,400.00 .00 .00 .00 .00 0 12,400.00 .00 "4630 Overhead Crane Systems 31,300.00 .00 .00 .00 .00 0 31,300.00 .00 )00 Mechanical 1118740.00 .00 89,250.00 .00 89,250.00 8 1029490.00 4,463.00 .6000 Electrical 425,000.00 .00 13,125.00 .00 13,125.00 3 411,875.00 656.00 3859668.00 494,216.00 478,259.00 .00 972,475.00 25 2887193.00 48,625.00 RECEIPT AND WAIVER OF MECHANIC'S LIEN RIGHTS Date: 7/28/2006 The undersigned hereby acknowledges receipt of the sum of $ 575,089.00 CHECK ONLY ONE 1) © as partial payment for labor, skill and material furnished 2) pas payment for all labor, skill and material fumished or to be furnished (except the sum of retainage or holdback) 3) Das full and final payment for all labor, skills and material furnished or to be furnished to the following described real property: (legal description, street or project name) Otsego Public Works Faciltiy 13400 90th Street Otsego; MN 55330 and for the value received hereby waives all rights acquired by the undersigned to file or record mechanic's lien against said the real property for labor, skill or material furnished to said real property (only for the amount paid if Box 1 is checked, and except for retainage shown if Box 2 is checked). The undersigned affirms that all materials furnished by the undersigned has been paid for, and all subcontractors employed by the undersigned has been paid in full, EXCEPT: NOTE: If this instrument is executed by a corpora- tion, it must be signed by an officer, and if executed by a partnership, it must be signed by a partner. . UE Contractors • By ` „ Vic r dent (rroe) P.O. 408 (Address) Watkins, MN 55389 Please sign and return to: KUE Contractors Inc. 130 Central Avenue South P.O. Box 408 Watkins, MN 55389 ITEM 5_5 MEMO Date: August 10, 2006 To: Mayor & Council From: City Administrator Mike Robertson Re: Public Hearing for Queens Avenue After reviewing the bonding documents the City's bond attorney, Mary Ipple of Briggs & Morgan, has recommended we hold an improvement public hearing for the Queens Avenue Improvement. She feels a hearing is needed due to the City's plans to charge future• developments road access fees. The only property owner affected is Duke Realty, and they will be the only one noticed for the hearing. 4 RESOLUTION 2006 -55 RECEIVING PRELIMINARY REPORT AND CALLING PUBLIC HEARING ON QUEENS AVENUE NE IMPROVEMENTS OF 2006 (PROJECT #06 -01) WHEREAS, The City Council deems it necessary and expedient that the City of Otsego, Minnesota, construct certain improvements to -wit: Queens Avenue NE in the City as described in and in accordance with the preliminary plans and reports prepared by Hakanson Anderson Assoc., Inc., consulting engineers; and WHEREAS, The Council has been advised by the consulting engineers that said Queens Avenue NE Improvements of 2006 are necessary, cost - effective, and feasible and should best be made as proposed, and the consulting engineers' report to this effect has heretofore been received by the Council, and filed with the City Clerk, and WHEREAS, the statute provides that no such improvements shall be made until the Council shall have held a public hearing on such improvements following mailed notice and two publications in the official newspaper stating time and place of the hearing, the general nature of the improvement, the estimated costs thereof, and the area proposed to be assessed, and that a reasonable estimate of the total amount to be assessed, and a description of the methodology used to calculate individual assessments for affected parcels (the "Impact of Assessments ") has been made available at the hearing, all in accordance with law; and WHEREAS, this City Council has heretofore discussed and made determinations about the Impact of Assessments: NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Otsego, Minnesota, as follows: 1. A public hearing will be at the time and place set forth in the Notice of Hearing attached hereto as Exhibit A held to consider proposed improvements. 2. The nature of the improvements, the estimated cost of each major portion thereof, and the areas proposed to be assessed therefor are described in the form of Notice of Hearing hereto attached. 3. The notice of said public hearing shall be in substantially the form contained in the notice hereto attached. 4. The City Clerk is hereby authorized and directed to cause notice of said hearing to be given two publications in the official newspaper. Said publications shall be one week apart, and at least three days shall elapse between the last publication and the hearing. Not less than ten days before the hearing the Clerk shall mail notice of the hearing to the owner of each parcel of land within the area proposed to be assessed as described in the notice. For the purpose of giving such mailed notice, owners shall be those shown to be such on the records of the County Auditor or, if the tax statements in the County are mailed by the County Treasurer, on the records of the County Treasurer. As to properties not listed on the records of the County Auditor or the County Treasurer, the Clerk shall ascertain such ownership by any practicable means and give mailed notice to such owners. • 5. The City Clerk is hereby authorized and directed to cause to be prepared the Impact of Assessments, which may be in the form attached hereto as Exhibit B, consistent with the determinations of this City Council on and prior to the date hereof. The motion for the adoption of the foregoing resolution was duly seconded by member and upon a vote being taken thereon the, following voted in favor thereof: and the following voted against the same: Whereupon said resolution was declared duly passed and adopted. CITY OF OTSEGO COUNTY OF WRIGHT NOTICE OF PUBLIC HEARING FOR CONSTRUCTION OF QUEENS AVENUE NE The Otsego Mayor and City Council will conduct a Public Hearing on Monday, August 28, 2006 at 6:30 PM at the Otsego City Hall, 8899 Nashua Avenue NE, Otsego; MN 55330, or as soon thereafter as time permits, to consider the construction of the following improvements, to -wit: Improvement Project No. 06 -01, Queens Avenue NE. The total estimated cost of said Improvement is $2,600,000.00. The area proposed to be assessed for such improvements is the westerly side of proposed Queens Avenue NE, Section 35, Range 23, Township 121. The City Council proposes to proceed under the authority granted by Chapter 429 M.S.A. Such persons as desire to be heard with reference to the proposed improvements will be heard at this meeting. Written or oral objections will be considered. A reasonable estimate of the impact of the assessments will be available at this meeting. If you would like further information regarding the above described Public Hearing, please call the City of Otsego at 763- 441 -4414 in advance of the meeting. CITY OF OTSEGO • & ttk M J H 14in . ' Cler oning Administrator Published: Elk River Star News, August 16 and 23` 2006 Posted: Otsego City Hall, August 16, 2006 City Council: August 28, 2006 at 6:30 PM (Public Hearing) 2335 West Highway 36 • St. Paul, MN 55113 I T E M 5_6 Bonestroo t Rosene Office: 651 - 636 -4600 • Fax: 651- 636 - 1311 n Anderlik & www.bonestroo.co i I t l ' 1?/ m Associates / L1L ! ' 3 2 006 ' Engineers & Architects By August 4, 2006 Mr. Mike Robertson City of Otsego 8899 Nashua Ave NE Otsego, MN 55330 Re: Otsego East Wastewater Treatment Facility City of Otsego BRA Project No 503 -04 -108 Pay Request # 17 Dear Mr. Robertson: Enclosed are four (4) copies of Pay Request No 17 for the East Wastewater Treatment Facility project This pay request is for work completed through July 25, 2006. The total amount of this pay request is $230,573.00. Please execute the documents and distribute as follows:` 1 copy City of Otsego 2 copies Gridor Construction, Attn: Mr. Steve Lee 1 copy Bonestroo, Rosene, Anderlik & Associates Inc.-attn: Justin Kubisiak If you have any questions regarding this pay request, please call me at (651) 967 -4614. Sincerely, BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. L Justin Kubisiak JPKcv Enclosures St. Paul, St. Cloud, Rochester, MN • Milwaukee, WI • Chicago, IL Affirmative Action /Equal Opportunity Employer and Employee Owned Bonestroo Owner: City of Otsego , 8899 Nashua Avenue NE, Otsego, MN, 55330 -7314 Date: August 4, 2006 Rosene For Period: 6/26/2006 to 7/25/2006 Request No: 17 II Anderlik & Associates Contractor: Gridor Construction Inc 3990 27th St SE, Buffalo, MN, 55313 Engineers & Architects CONTRACTOR'S REQUEST FOR PAYMENT OTSEGO EAST WASTEWATER TREATMENT FACILITY BRA FILE NO. 000503 - 04108 -0 SUMMARY 1 Original Contract Amount $ 9,195,300.00 2 Change Order - Addition $ 42,732.00 3 Change Order - Deduction $ 0.00 . 4 Revised Contract Amount $ 9,238,032.00 5 Value Completed to Date $ 8,540,626.00 6 Material on Hand $ 180,191.00 7 Amount Earned $ 8,720,817.00 8 Less Retainage 0% $ 0.00 9 Subtotal $ 8,720,817.00 10 Less Amount Paid Previously $ 8,490,244.00 11 Liquidated damages - $ 0.00 12 AMOUNT DUE THIS REQUEST FOR PAYMENT NO. 17 $ 230,573.00 Recommended for Approval by: BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. t t. ! IC ; Approvedloy Contractor: Approved by Owner. GRIDOR CONSTRUCTION INC CITY OF OTSEGO See attached for signature Specified Contract Completion Date: Date: June 16, 2005 50304108REQ17.xls APPLIA N AND CERTIFICATE OF PAYMENT TO: City of Otsego PROJECT: WTF Phase 3 Expansion APPLICATION NO.: 17 Distribution to: B.R.A.A Otsego, MN PERIOD:Through July 25, 2006 Mike Robertson JOB NO.: 2005 -02 FROM: Gridor Constr., Inc. 3990 27th Street SE Buffalo, MN 55313 APPLICATION FOR PAYMENT The undersigned Contractor certifies that to the best of the Contractor's knowledge, information and belief the Work covered by this application for Payments has been completed in accordance with the Contract Documents, that 1.ORIGINAL CONTRACT SUM $9,195,300 all amounts have been paid by the Contractor for Work for which previous 2.Net change by Change Orders $42,732 Certificates for Payment were issued and payments received from the Owner, 3.CONTRACT SUM TO DATE (line 1 +1- 2) $9,238,032 and that current payment shown herein is now due. 4.TOTAL COMPLETED & STORED TO DATE $8,720,817 (column G on G703) CONTRACTOR: Gridor Constr., Inc. 5.RETAINAGE: Note: Securities in Lieu of Retainage a. 0 % of Completed Work 0„ (columns D + E on G703) _ b. 0 of Stored Material "� % (columns D + E on G703) 0 By,.��— Dater <`�� Total retainage (Line 5a + 5b or Total in columns I on G703) $0 6.TOTAL EARNED LESS RETAINAGE $8,720,817 7.LESS PREVIOUS CERTIFICATES FOR PAYMENT (Line 6 from prior Certificate) $8,490,244 CERTIFICATE FOR PAYMENT 8.CURRENT PAYMENT DUE I $230,5731 9.BALANCE TO FINISH, INCLUDING RETAINAGE AMOUNT CERTIFIED (Line 3 less Line 6) $517,215 CERTIFIED BY: ENGINEER By: Date: City of Otsego WTF - Phase 3 Expansion Gridor Constr., Inc. Pay Application #17 B C D E F G 11 I Item Scheduled Work Co • Materiel Total Percent Balance No. Description of Work Value From Previous This Period Presently Stored Completed Completed To Application (Not In D or E) and Stored (GIC) Finish Percent Amoum To Date (C4) D+E• !.!. n:Bg 1 i e "a a x ^. .E.. t ^ "a s p a „pr s r a ° v. a , mss .. 'k 24 it q . t ti, , tga . gg' 2 z�' +.001 Mohlira6a.lnwenceaaonds 1236,500 $236,500 - -= $236,500 100.0% $0 Subtotal for Mobilization, insurance, Bonds $238,500 $238,500 - -- $236,500 100.0% 50 .:a.;,..,at .,_ .f.. ..'«. a,_lillETRI ,REMS 3E.�.a` :�IZI ".:?e.,,.., x S -.F -s ..;1111 a,;Eae 3 r :` . `,.2m - y 121111 2.001 Layoutl Survey $4,560 4,580 - -- $4,560 100.0% $0 2.002Eanhwork $175,60 114,142 20.00% $35,121 - ! 85.0% $26,340 2.003 Demo- Control Building $3,600 3,800 - $3,600 100.0% $0 2.004 Demo - Clarifiers $15,780 11,048 .. 30.00% $4,734- $15,780 100.0% $0 2.005 Demo - Oxidation Ditches $25,110 25,110 - -- $25,110 100.0% $0 2.006 Demo - Old UV Structure $4,750 - - -- $0 0.0% $4,750 2.007 Demo - Sludge Thickening Bulding $23,059 23,059 . . . $23,059 100.0% $0 2.008 Demo •Misc Structures Piping $4,800 4,320 - 5.00% $240 - $4,560 95.0% $240 2.009 Excavation & Backfill • Selector Tank $55,795 50,217 _ -5.00% - . $2,790 $53,007 95.0% $2,788 2.010 Excavation & Backfill - Blower Building $65,022 81,771 -- $61,771 95.0% $3,251 2.011 Excavation & Backfill - Oxidation Ditches $230,733 214,582 5.00% • $11,537 0 $226,119 98.0% 84.614 2.012 Excavation & Back9u - Final Clarifiers $149,238 141,777 - ' • 5.00% $7,461 $149,238 100.0% $0 2.013 Excavation & Backfill - UV Building $58,159 55,251 5.00% $2,908 - $58,159 100.0% $0 2.014 Excavation & Backlit] - Misc Structures 1111== 49,838 10.00% $5,515 $55,153 100.0% $0 2.015 Testing $21,000 21,000 - -- $21,000 100.0% $0 2.016 Outta9 Pipld9 1111WITEM 255,820 - -- $255,820 100.0% $0 2.017 Erosion Control $28,150 28,150 -_- $28,150 100.0% $0 2.018 Site Piping - Labor $491,90 482,087 - -- $482.067 98.0% $9,838 2.019 Site Piling - Material $704,939 820,347 $83,778 $704,12 99.9% $814 2.020 Gravel Road $105,804 - - -- $0 0.0% $105,804 2.021 Slde Walks $ 18,615 - - -- $0 0.0% $18,615 2.022 Landscaping $ 99,870 - - -- $0 0.0% $99,870 2.023 Chain Link Fence $45,997 - - -- ... 0.0% $45,997 Subtotal tor Division 2 52,643,462 52,166,457.0 r 570,306 583,778 52,320,541 87.78% 5322,921 Check $2,320,541 check • 2 16: 457.00 t ...�M.am.. d`..,. r. ..., =s • z_. _Po.a......, .,a,,,, uEa., m.. .; ...,s. ._ ...,., �:'3``.:'. _-s .M.rF..Za _, _.... v,,v: gg...i, ._.... g..... .E .o_,.awg.,,,,ae: iu_._ 2'`.v�..� �'w <N.r.Sidi ,. Hw Meaa - E nl 3.001 Concrete - Selector Tank $51,900 51,900 -- $51,900 100.0% $0 3.002 Concrete • Blower Building $93,600 93,800 - -- $93.600 100.0% $0 3.003 Concrete- Oxidation Diches $1,390,'", 1,390,000 - -- $1,390,08' 100.0% $0 • 3,004 Concrete - Clarifiers $265,80'' 285,800 - -- 111.10MEM 100.0% $0 3.005 Concrete - UV Building $56,400 58,400 - -- $56,400 100.0% $0 3.006 Concrete - MiscStrucures =1111M 81,420 3.00% $1,900- 100.0% $0 7/28/2006 1 of 5 Pey Application 17.x81 City of Otsego WTF - Phase 3 Expansion Gridor Constr Inc Pay Application 817 B C D E F 0 H 1 Item Scheduled Wont Completed Material Total Percent Balance No. Description of Work Value From Previous This Period Presently Stored Completed Completed To Application (Not in D or E) and Stored (GIC) Finish Percent Amount To Data (C•e) (D +E+F) 3 Pre -Cast Concrete - UV $5,239 5,239 $5,239 100.0% $0 3.008 Pre -Cast Concrete - Blower $9,897 9,897 $9,897 100.0% $0 3.009 Rebar - Selector Tank $18,020 18,020 $18,020 100.0% $0 3.010 Rebar - Blower Building $31,800 31,800 0 $31,800 100.0% $0 3.011 Rebar - OxidatonDiitches $470,640 470540 $470,640 100.0% $0 3.012 Rebar- Clarifiers $84,800 84,800 $84,800 100.0% $0 3.013 ROW - UVBuilding $14,840 14,840 $14,840 100.0% $0 3.014 Rebar - MSc Structures $24,840 24,840 % $24,840 100.0% $0 Subtotal for Division3 52,581,096 $2,579,196.00 $1,900 SO $2,581,096 100.00% SO Check $2,581,096 check 2 579 196.00 4.001 Masonry - UV Building $10,540 10,540 $10,540 100.0% $0 4.002 Masonry - Blower Bu $12,790 12790 $12,790 100.0% $0 Subtotal for Division 4 -- - 523,330 $23,330.00 SO SO 623,330 100.00 $O Check $23,330 check 23 330.00 .,d . s,- .at - - w, te .,,_s a's2u...: ': _;:3 : :::: , ,,, l 'I.. 2.: *' ,... „saaaix ,ixs '. � ,: -` ° 7 a ... Y �C Z 5,001 MiscMetels/Handrai - Material $155,825 98,612 38.00% 659,213 $155.825 100.0% $0 5.002 MSSCMetals - Labor $52,156 50,592 3.00% $1,564 $52,156 100.0% $0 Subtotal for Division 5 $207,981 6147,204.00 860,777 60 6207,981 100.00% 60 Check $207,981 check 147 204.00 as .d'. `k .. ,..,, -a > M,iw e. ,s✓,,r 9.. y�F". "sses:&w , .z. :.i w� ,.» Aa.s8:,' >u'- fi ..... f aa"ti� „d�I °: +M * ;i2'.': a.. P . al 6.001 Wood Trusses 68,440 8,440 $8,440 100.0% $0 6.002 Plastic Fabrications $45,940 46940 $45,940 100.0Mo $0 6.003 FRP Cowers $201,680 100,840 885,556 $186,396 92.4% $15,284 Subtotal for Division6 6256,060 $155,220.001 80 885,556 6240,776 94.03% 615,284 Check $240,776 check 155 220 00 , ,,, t z- -' x : ` - 9 e`�, , c I y ' a Y -, t a e y ' x -mow". :"=1 " 6 ..P. , 7.001 Membrane Waterproofing 88,269 8,259 $8,269 100.0% $0 7,002 Bituminous Dampproofmg $4.240 4,240 $4,240 100.0% $0 7.003 $3,863 3,863 % 7.004 Asphak Shingles $10,540 100.0 / $0 $10,540 10,540 6110,540 100.0% $0 7.005 Sheet Metal/Siding/Flashing 838,350 38,350 $38,350 100.0% $0 7.006 Joint Sealants $5,594 4,198 25.00% $1,398 $5.594 100.0% $0 Subtotal for Division? - 870,856 $69,458.00 $1,398 SO $70,856 100.00% 80 Check $70,856 check $69,458.00 7/28/2006 2 of 5 Pay Application 17.xls City of Otsego WTF - Phase 3 Expansion Gridor Constr., Inc. Pay Application #17 8 C D E F 0 H I Item Scheduled Work Completed Matedal Total Percent Balance No. Description of Work Value From Previous Thls Period Presently Stored Completed Completed To Application (Not In 0 or E) and Stored (WC) Finish Percent Amount To Date (C.0) DiHF 8.001 Metal Doors and Frames $4,103 1,026 75.00% 53.077 54,103 100.0% $0 8.002 FRP Doors and Frames $3,868 3,888 $3,868 100.0% $0 8.003 Access Doors $15,230 15,230 $15,230 100.0% $0 8,004 Aluminum Windows $13,31 13,315 $13,315 100.0% $0 8.005 Finish Hardware $4,335 50.00% 52,168 $2,168 50.0% $2,167 Subtotal for Division 8 $40,851 533,439.01 85,245 $0 538,6• 94.70% 52,167 Check $38,684 check 33 43900 it .w� w : qa , t : �� % a te '; 1 9.001 Gypsum Drywall $2,050 $0 0.0% $2,050 9.002 Acoustical Treatment $680 80 0.0% $680 9.003 Fluid Applied Waterproofing 537.000 50.00% 518,500 $18.500 50.0% 518.500 9.004 Concrete Flea Sealer 52,600 $0 0.0% $2,600 9.005 Painting $89,800 82,880 10.00% $8,980 571,840 80.0% $17,960 Subtotal for (Division 9 $132,130 562,860.00 827,480 $0 590,340 68.37% $41,790 Check $90,340 check 62 860.00 n p I" ' t au s n , e .,° 1,2 � ... ... ,.,.� _ 1a ,,. '°� a v �s ��-x'}a� �° - .,nr - za r�n s& � a � 3 _ s- , ., ,.s< , . ,.;z�t;,,,,:i . ,. s P ; ," 10.001 LouversNents 5800 800 $800 100.0% $0 10.002 Fire Protection $500 100.00% 8500 $500 100.0% $0 Subtotal for Division 10 81,300 8800.00 5500 80 81,300 100.00% $0 Check $1,300 check 801.'0 11.001 UV Disinfection $162,400 182,400 5162.400 100.0% $0 11.002 Finel Clarifiers $193,700 193,700 $193,700 100.0% $0 11.003 Centrifugal Non-Clog Pumps $69.267 69,267 569,267 100.0% $0 11.004 Submersible Centrifiugal Pumps $39,815 23,889 40.00% 515,926 $39,815 100.0% $0 11.005 Progressive Cavity Pumps 841,300 100.00% $41,300 541,300 100.0% $0 11.006 Gravity BeeThickener $78,730 70,857 5.00% 53,937 574,794 95.0% $3,936 11.007 Positive Displacement Blowers 5136,400 136,400 $136,400 100.0% $0 11.008 Fine Bubble Diffusers $6,300 100.00% $6,300 $6,300 100.0% $0 11.009 Sludge Tank Fine Bubble Aeration System 569,800 34,900 45.00% $31,410 $66,310 95.0% $3,490 11.010 Mechanical Aerators 894,252 94,252 $94,252 100.0% $0 11.011 Submersible Tank M 8260,250 247,238 5.00% $13,012 5260,250 100.0% $0 11.012 Softy Equipment 57,042 50 0.0% $7,042 Subtotal tor Division 11 $1,159,256 51,032,903.00 8111,885 50 81,144,788 98.75% 814,468 Check $1,144,788 check 81.032,903.00 712812006 3 of 5 Pay Application 17.xls City of Otsego WTF - Phase 3 Expansion Gridor Constr., Inc. Pay Application 817 B C D E F 0 14 I Item Scheduled Work Com • eted Material Total Percent Balance No. Description of Work Value From Prwloue 0111111111103= Presently Stored Completed Completed To Application (Not In 0 or E) and Stored (G/C) Finish Percent Amount To Date (C-G) D+E +F ,' -- r.,:,: `" ,d ° t t r:;,, ).: -:" c H. � , s` �`r a� .: : '; .. x ?°" _'` ', .j '; � r° kz ,". A.� ��`. ,121.-2' ' a x�sxa"kz, x� € .e� �? ,�,. sr �sz <,N _: �.,.. ' 2� ` ��+"�a °'.. 12.001 Laboratory Furniture ° $ 6,895 �� ° $0 0.0% 56,895 12.002 Furniture $ 9,390 -_ -- $0 0.0% $9,390 Subtotal for Division 12 516,285 80.00 80 80 80 0.00% 816,285 Check $0 he k '.00 lwsn v'a& i 7 %- fi: : ::';" , ,,, ; .. 'o. a . : ' 5e ' -` :: '..... . . :'- .. '� S1-A0 . 15.001 ProcessPipe - Material $105,652 95,087 10.00% $10,56 $105,652 100.0% $0 15.002 Process Valves - Material $54,321 54,321 - $54,321 100.0% $0 15.003 Process Pipe - Labor $66,550 63,223 5.00% . $3.327 - $66,550 100.0% $0 15.004 Process Valves - Labor $5,610 5,050 9.99% ' $560 - $5,610 100.0% $0 15.005 MIN PPM $10,460 7,322 - -- $7,322 70.0% $3,138 15.006 SW/Sluice Gates $93,960 93,980 - -- $93,960 100.0% $0 15.007 Pipe Insulation $11,550 10,973 5.00% $577 $11,550 100.0% $0 15.008 Plumbing $65,900 61,287 5.00% . 53,295- $64,582 98.0% $1,318 15.009 HVAC $35,890 34,098 3.00% $1,077 $35,175 - - - - -- - -- - 98.0 / % $715 Subtotal for Division 15 $449,893 $425,321.01 - $19,401 50 8444,722 98.85% $5,171 Check $444,722 p heck , 25 321.00 #...b,.21:1ae,.= � fe o ..ut ZA.:a .. . a�- .s.F .':::,,:,s ° �s_. : 7 .h[.,k '::::: .:??..4,,,:' � 21 ?L & >, , ', is'� -te : 16.001 General Conditions - Temp. Demo & Permit $66,400 88,400 �� 566,400 100.0% $0 16.002 Light Fixtures & BCW $29,200 28,818 - - $28.616 98.0% $584 16.001 Site Lighting $25,800 - -- $10,857 $10,857 42.1% $14,943 16.002 ASC - Control Panels $133,400 133,400 - -- $133,400 100.0% $0 16.001 Ana 4ical & Pressure Devices 524,450 24,450 - - $24,450 100.0% $0 16.002 Computer Hardware, Fiber Optics $ 16,000 - - -- $0 0.0% $16,000 16.003 Lanor-Connoliumbon, Programming $130,000 58,500 20.00% 526,000- $84,500 65.0% $45,500 16.004 Control Room Feeders $47,200 47,200 - -- $47.200 100.0% $0 16.005 Control Room Demo,BCW, Devices 541,000 13,530 67,00% 527,470 $41.000 100.0% $0 16.006 Telephone/Fiber $10,100 10,100 - -- $10,100 100.0% $0 16.007 Clarifiers & Conversion of Exist Clarifiers $52,500 52,500 - $52,500 100.0% $0 16.008 Oxidation Ditch & Sludge Holding Tanks $118,70' 115,139 3.00% $3,561- $118,70' 100.0% 50 16.009 UV Building 539,600 39,600 - -- MEM 100.0% $0 16.010 Blower Building 557,800 57,800 - -- $57,800 100.0% $0 16.011 Selector Tank $28,400 - 50.00% 514,200 514,200 50.0% $14,200 16.012 Existing Sludge Thickener Building $64,900 81,855 - -- $61,655 95.0% $3,240 16.013 Lift Stations 533,10' 24,625 25.00% 58.225- $33,100 100.0% $0 16.014 Generator 5192,0 , 192,000 - -- 5192,000 100.0% $0 16.015 XMRSIPanelsiisconnects/Control Slat MIME 3e889 15.00% $6,881 MEM 100.0% $0 16.016 SWiICh9ear /ATSIMotor Control Centers 5220,0 220,000 _- 5220,"+ 100.0% $0 Subtotal for Division 16 51,376,300 51,184,604.0'- 586,387 510,857 51,281,82• 93.14% 594,472 Check $1,281,828 check $1,184,604.00 72812006 4 of 5 Pay Application 17.xls City of Otsego WTF • Phase 3 Expansion Gridor Constr., Inc. Pay Application #17 B C D E F G H I Item Scheduled Work Completed Material Total Percent Balance No. Dnaiptlon of Work Value From Previous This Period Presently Stored Completed Completed To Application (Not In D or E) and Stored (WC) Finish Percent Amount ,0) To Dab (�) D*E °F ::::'..;:!*M4„..:.- . '„. . :::..,..: s ,, } -;:.:::‘f.2,;,+‘ , T f C u T ' ''' r « :! :1.:.',.:',';,,.;', ` P ' y es a S E x 17.001 RTU Panel Modifcatons 812,596 12,596 $12,596 100.0% M 17.002 UV System Modifications $1,770 1,770 $1,770 100.0% $0 17.003 Unforseen Conditions at Outlet Line $14,852 14,852 $14,852 100.0% 17.004 Dialer Software $0 $3,646 3,646 17.005 Wedeco Credit - $20,000 - 20,000 20,000 100.0% $0 - $20,000 100.0% $0 17.006 Relocate Primary Power (Xcel) $3,920 3,920 $3,920 100.0% $0 17.007 MLSS Lift Station Credit 2 - $8,236 100.0% $0 - - Subtotal for Change Ober # 88,548 88,548.00 1 80 50, $8,548 100.00% 80 Check $8,548 check • _ 548 00 „.,. .= a..a.�. „ r -�,�� '��a.,a. a . *,...: , � � �" „ , t ' $ '� s' '5- , . �¢ w te • ;. _ _ d- _... .. .. . _ #x._...u,� -..F ,�. ' �� .,�?3�uw . _a ,��: �� r=a. ^� a,�'.. �z' a xi� � t it 18.001 Transformer Relocation $4167 4,167 $4,167 100.0% 18,002 Additional Plantings at Berm 84,657 $0 80 0.0% 18,003 Conduit for Furkxe Mixers $6,823 8,823 $6,823 100.0% $4.65 18.004 Aluminum Grating at Post Aeretlon $12,371 12,371 $12,371 100.0% $0 18.005 FRP Framing at UV Disinfection 51,500 1,500 $1,500 100.0% $0 Subtotal for Change Order #2 $29,518 824,861.00 80 80 $24,861 84.22% 84.657 Check $24,861 a awaF�', e � x -" er r �.gyp , w ch k 24 861 00 .°,� .A._. a . rrrx, t .1 sa'`.., :' ._!, l� a L 'Y^ "'�� ° ' , a, ,4< 1 '. O i r °, 'n - r .� � a .�.. x`t fg 4ca aA ..,e„ uP 2�, ._ y - .« � P AF 19.001 Grading at West Treatment PIant $4,666 4,666 „ $4,666 100.0% �� $0 Subtotal for Change Order #3 $4,666 84,666.00 80 50 $4,666 100.00% 80 Check $4.666 check $4,666.00 Grand Total 89,238,032 $8,155,367 8385,259 8180,191 8,720,817 94.40% 8517,215 8180,191 8,720,817 7/2812006 5of5 Pay Application 17.x1s Otsego WTF Facility - Phase 3 Expansion Gridor Constr., Inc. Stored Materials & Eauloment Summary bale nth atraat SE G b auR elo, MN bb313 Pay Req. No. 17 Period Ending: 7125/2006 .:. �. s ,, .,' � �,� � a t ate, Ingot 'z�; w � i ia n .. Grand Totals $9,238,032 11,938,960 $0 $1,938,960 $1,604,083 $154,686 $1,758,769 $180,191 Mobilization, insurance & Bonds $236,500 -- -- - -- ------------.._ - -- Subtotal for Mobilization, Insurance & Bonds $236,500 -- ..,,,, '71M7,17. r .. " 7:,/ V ?.. E" ,. .. I:, . r r 'St" -e'. ' ,'A.. t 47r 7:',4": ..; v =" r v,,.i44 r , r -- -- r Demo- Control Building 83,600 -- - r r Demo - Oxidation Ditches ®' -- -- 2.006 Demo - Old UV Structure ® -- 1.1111111111111111.011111= IM=ICII Demo - Slud. - Thickenin• Buildin. -- -- 2.008 . - na•sa�d�- :•i`3V, tiit{.- 84.800 -- EMIIIIIIIIMI MENEM E • &B.ckfll -IN•w Bull •I • -®' -- -- 11=.13110 Excavation & Backfill - Oxidation Ditches -- MEM.....11111111=111111.M.11M1111 .11/111130B Excavation & Backfill - Final Clarifiers $149,238 -- -- ®' -- -- ®' $21,000 -- -- • - -- -- Erosion Control 111111111111111111111=11111111111111111111 ∎- Site Pi • in . - Labor $491,905 -- -- ®' - - $704,939 $460,280 8460280 t -®' t 8105,804 -- -- l11111111MMIIIIIIIIIIIIIIMININ1 ■111=11111111111111111111 :13111E11=1 $99,870 -- -- ®' Chain Link Fence -- - - Subtotal for Division 2 $2,643,462 8460,280 8460,280 8376.502 8376.502 883,778 e' '' kt w.a a " ��i� �L � .... �..- a. v �' '�� ■em" x�,. � � � ° "� . aar;. �� - � y � Aa, . ',74';1-. a ., . '''2 - _s,..a�.,- ...�., ,,.�.. ��a 4 �a �as -w ..� - �r. ,aw �.�_a�. lea .�>a.�� mss. .�'�; 3.001 Concrete - Selector Tank $51,900 3.002 Concrete - Blow Building $93,600 3.003 Concrete - OxidationDiches 51,390,000 $5,309 $5,309 55,309 $5,309 3.004 Concrete - Clarifiers $265,800 3.005 Concrete - UV Building 556,400 3.006 Conaete - Miss Structures $63,320 3.007 Pre -Cast Concrete -UV $5,239 3.008 Pre-Cast Concrete - Blower $9,897 3.009 Reba - Selector Tank $18,020 3.010 Rebar - BbarerBuliding $31,800 3.011 Rabat • Oxidation Ditches $470,640 $242,216 $242,216 $242,216 $242,216 3.012 Reba -Clarifiers 584,800 $52,502 $52,502 $52,502 $52,502 3.013 Reber - UVBuilding $14,840 $10,245 $10,245 $10,245 $10,245 3.014 Raba- M.cstudies $24,840 512,000 $12,000 $12,000 $12,000 Subtotal for Division 3 $2,581,096 $322,272 $0 $0 $322,272 $322,272 50 5322,272 ' a t . :" ,fi"` ;sue ,. s , s . m � ' > s � , , ` � .aa�..,4. � ..,, ,.,� u��. �.�1. � �. ,,:.+.x _... � aW .N _ k . _ v >..:� .. . .. _5 r .��.....w.�.v... >..... ...,.r m .._ Mw� .__.. . __ s _ . ,�_.. �. Q .�. , 3 F+:"' � � �.� ., .� r� s.X �. a .."r 4.001 Masonry - UV Bonding 810.540 4.002 Masonry - Blower Building $12,790 Subtotal for Division 4 523,330 7/28/2006 Page 1 of 4 Pay Application 1 7.xls Otsego WTF Facility - Phase 3 Expansion Gridor Ceaetr.. Inc. Stored Materials & Eaufoment Summary 39a017a,titroee3E C,00,---441 BuRalo, MN 6a3t7 Pay Req. No. 17 Period Ending: 7/25/2006 's r �.,, , ,°a „ • : , f t*• ::s + A lb - . At lgit " tsnfa " 54 1 15 g at H ;. �." Slat«t d r s S4arage h� „�x, ."dza teis i- O.s - al3x � . �� mod" ., . . i3ar� .. �; dd a ,F. " 5.001 MiscMetals/Handrail - Material �� $155,825 $54,583�� $54,583 $54,583 $54,583 5.002 NW Metals - Labor $52,156 Subtotal for Division 5 $207,981 $54,583 $54,583 654,583 654,583 064.0 t#B - Ra...egtita�^`sra ,.an z v zz,t M NLklatgT . -; its •a > 001 at. .,- 6.001 Wood Trusses $8,440 6.002 Plastic Fabrications 645,940 6.003 FRP Covers $201,680 $174,427 $174,427 $88,871 $88,871 685,556 Subtotal for Division 6 $256,060 6174,427 6174,427 • 688,871 688,871 585,556 7.001 Membrane Waterproofing $8,269 7.002 Biluminous Dampproo6ny $4,240 - 7.003 Insulation 63,863 - 7.004 Asphalt Shingles $10,540 7.005 Sheet Metal/Siding/Flashing $38,350 7.006 Joint Sealants 65,594 Subtotal for Division 7 $70,856 8.001 Metal Doom and Frames -�.. �z... - $4,103 .,, " .�..,,:..�.. ..,a` - aa'�dz.�•..�. - ...�' �... �xe" `' , ��, ';,, < 8.002 FRP Doors and Frames $3,868 8.003 Access Doors $15,230 $7,991 $7,991 $7,991 $7,991 8.004 Aluminum Windows $13,315 $8,089 $8,089 $8,089 $8,089 8.005 Finish Hardware $4,335 Subtotal for Division 8 $40.851 516.080 516,080 616,080 616,080 �; z, _ M : EEE , I . ' E Z , . sic <�.. , a... t�:a.�...:.,_.,.smt .a�- ,.�:.�s�,'F " e' �� :�t:�'.�' "�""�� .� �'- ",.,....,< � -�'��' ��%�•< •,r�a��'d�.'W °.Y'.. Yf B ,t r. .. ,s *;y: S r 9.001 Gypsum Drywall $2,050 9.002 Acoustical Treatment $680 9.003 Fluid Appbed Waterproofing $37,000 9.004 Concrete Floor Sealr 82,600 9.005 Painting $89,800 Subtotal for Division 9 $132,130 r ' :L'�: �Zg�,:w.�.5.+h5,+t�.;'.,<x:xiltx ,�''_:' E,..,,�,..:::e .- "'"M"*�:.....a� °d�*' r�...,,.,.:` N� Erg, ac . . . .'#.�' .,. Y. a- R•. �, �- s. r'.. a. �`,..« �.... � »mat.,,�z,.,akz.:,,a.' , y�y�'°la �'t: .� '+:..�`° i�' a�'��'.�,��,':: 10.001 Fir 1 o.00z Fire ev �� 8800 Protection 6500 Subtotal for Division 10 $1,300 v . e«v,n2 agn.t..« .. £x a' ,a.._.xgki; zME^ .s I a.. ". ... : . ^..r :.r., t....., E _ -, `< �r , �.q ., r r. a w c' l t ;, '` . � .� �, a a ..,,.c.� a. `�. $ a 00 ra , � F•,� :'i_ _ .i�3 , .� 11.001 DV Disinfection 8162,400 5105,000 � 105,000 $105,000 $105,000 11.002 Final Clarifiers $193,700 $165,075 , 8165,075 $165,075 $165,075 11.003 Centrifugal Non -Clog Pumps $69,267 865,782 865,782 $65,782 $65,782 11.004 Submerdble CenlrilugalPumps 839,815 $33,614 633,614 520,168 $13,446 $33,614 11.005 Progressive Cavity Pumps $41,300 835,000 635,000 $35,000 $35,000 7/28/2006 Page 2 of 4 Pay Application 17.xls Otsego WTF Facility - Phase 3 Expansion Oridor Coned., Inc. g Stored Materials & Eauloment Summary 3aa027th 8troetsE Buffalo, MN 55313 Pay Req. No. 17 Period Ending: 7/2512006 4 � � � c ' � ;.' " x , ��4) � � lrrpurlt It itt 'z .ate : ' � L,`a , 11.006 Gravity Belt Thickener $78,73 11.007 Positive Displacement Blowers $136,400 11.008 Fine Bubble Diffusers $6,300 $5.325 $5,325 $5,325 $5,325 11.009 Sludge Tank Fine Bubble Aeration System $69,800 $58,575 $58,575 $29,288 $29,287 $58,575 11.010 Mechanical Aerators $94,252 $90,000 $90,000 $90,000 $90,000 11.011 Submersible Tank 'taxers $260,250 $195,068 $195,068 $185,314 $9,754 $195,068 11.012 Salley Equipment $7,042 Subtotal for Division 11 51,159,256 5753,439 5753,439 5660,627 $92,812 5753,439 e r. ' 4•: 'i , , tx ; : 7 •' . •E e p , ,.° ' s 6. .... �'�" ti»��i.� v: r rt:- s.mz,. *1: � a 'G' «o`-� 3 �: �a,..� tea � i"..€� . �u . a� "" er: e, x�ao & w . t * •'� � 4 ,v ., 12.001 Laboratory Furniture $6,895 12.002 Furniture $9,390 Subtotal for Division 12 $16,285 15.001 ProcessPipe - Material 6105.652 $45,502 $45502 $38,211 $7,291 $45,502 15.002 ProcessValves - Material $54,321 $31,137 $31,137 $31,137 $31,137 15.003 Process Pipe - Labor $66,550 15.004 Process Valves -Labs $5,610 15.005 kascPiping $10,460 15.006 Slide/Sluice Gates $93,960 $67,140 $67,140 $67,140 $67,140 15.007 Pipe insulation $11,550 15.008 Plumbing $65,900 15.009 HVAC $35,890 • Subtotal for Division 15 $449,893 $143,779 5143,779 6136,488 57,291 5143,779 16.001 General Conditions - Temp. Demo & Permit $ 16.002 Light Fixtures 8 BCW $29,200 16.001 Site Lighting $25,800 $14,100 $14,100 $3,243 $3,243 $10,857 16.002 ASC - ControlPanels $133,400 16.001 Analytical 8 Pressure Devices 624.450 16.002 Computer Hardware, Fiber Optics 616.000 16.003 Labor- Conaugurailon, Programming 6130,000 16.004 Control Room Feeders $47,200 16.005 Control Room Demo,BCW, Devices $41,000 16.006 Telephone /Fiber $10,100 16.007 Clarifiers & Conversion of Exist ClrMers $52,500 16.008 0xida8on D itch 8 SNxiae Holding Talks 6118,700 16.009 UV Building $39,600 16.010 Blower Building $57,800 16.011 Selector Tank $28,400 16.012 Existing Sludge Thickener Building $64,900 16.013 Lift Stations $33,100 16.014 Generator $192,000 16.015 XFMRSIPanels /Waconnects/ControIStet $45,750 16.016 5Ntchgea /ATS8.431or Contol Centers $220,000 Subtotal for Division 16 61,376,300 514,100 614,100 53,243 53,243 510,857 7/28/2006 Page 3 of 4 9e Pay Application 17.xls Otsego WTF Facility - Phase 3 Expansion e1iQOf COMp fIC. Stored Materials & Eauloment Summary Beef 27th shed SE G , • Buffalo, MN 5531 B ._.-----4 Pay Req. No. 17 Period Ending: 7/2512006 ,�. .,., , f m tig € ��? m was 1.. �,# a + � � 4 . ; i � ' d °`a :Ve ,' . e 4 . . *: :,! :: a.. �>w is »`? p i ' -' ` 4 a m i'.': -'° s .4 =,. ' E: .; P! S " , ,.; , t '�°' .Ri<I lnpp to . ,` c a. K ffi ., g: - 1*-z s a `�- ,: . . _ y" '- ,z, ,. - - - -' - _:::: d '.... r ,.. a- s:�e a+'-_.... ' »? .,°'see 2: a .,,_.s . .. :Qr{4 a.. . -.. .n3�- E::. }a �.:�.'�,.: .� � � �' .��""�:� ,..�_� ...a �'.r�n.'� � � � ea 'Sac"u'..:,d`�ut+ !,:� >" �..,s:` �'�a"'.�'.:� ..n��'`§a�.. , �.ns ,.. >��Sa�;.o-.`..�.9;:`� anw.. nay ,.a.....�arwm.:�,.�xmwae�»�.�: ,. ,� i�c�` - ..t �.. T...a..rk.�, %a�, ., � '.E �.:��'°_. ^�+ ''��$'','.F'�.,>a�.aaz .`�;Y,. { ?�. - � �, '�: '€c,. �T�.t ?k.a?.c5'.,,t ,. . 0 RTU Panel Modifications �� .11.11111111. UV stem Modifications -- -- Unforawn Conditions at Outfati Line IIIMIMLELXEEIIIIMMMMMIOMMIMMIIIIIIMMIMIMIMIMIMIIIIIIIIMMIIIIIIIMMMIMIIIiillIll.IIIIIIIIIIMIII ®" Wedeco Credit 420,000 -- -- 17.006 J ' -- -- „ -- -- Subtotal for Change Order #1 $8,548 $0 - -- - - «fi. ,,. ,.:1 4�,,:� �,� ,d. .d: ^fi i ,u � R�,y' a - F '� k ' b . C. m _ `;� Y,Y.: ., t _ .�'+,,,:.e.xi ... ,:�'� .�p �... .t.: R, •t'x �wua, a,�'a�''�a�; ,E.�.xs, s,�.' °�'... �".�'.,:: ;,; �, �,� ...'_`� c f ,. �.� a. ... �4' 7 ' �.., .. .,�,. �;�s x;� , 18.001 Transformer Relocation $4,167 18.002 Additional Plantings at Berm $4,657 18.003 Conduit for Firkin Wen $6.823 18.004 Aluminum Grafing at Post Aeration $12,371 18.005 FRP Framing at UV Disinfection $1,500 Subtotal for Change Order #2 $29,518 $0 1 ,P " - �xa �,�'��`'�h' � r. m ` 2. § `v,° tsti . :' . ss5•'" a'u`'>� .u':...::, ., m .,.. _ .: � fi BNEtt .� g- ,.",r. •t,±t.li.'' ' t ie t :.l ,.R, a , , & 19.001 Grading at West FacI ty $4,666 Subtotal for Change Order #3 $4,666 $0 Grand Totals $9,238,032 $1,938,960 $0 $1,938,960 $1,604,083 $154,686 $1,758,769 $180,191 7/28/2006 Page 4 of 4 � Pay Application 17.x1$ PROJECT PAYMENT STATUS OWNER CITY OF OTSEGO #REF! BRA FILE NO. 000503 - 04108 -0 CONTRACTOR GRIDOR CONSTRUCTION INC CHANGE ORDERS No. Date Description Amount 1 6/23/2005 This Change Order needs to provides for additional work on this project. See Change Order. $8,548.00 2 1/12/2006 This Change Order provides for additional work on this project. See Change Order. $29,518.00 3 4/28/2006 "Item 1. Provides for alterations to land along the South property line of the Otsego West Wastewater Treatment Facility to ensure that the South property line drains from east to west. Work includes excavation between the berm and the south fence, repla $4,666.00 Total Change Orders $42,732.00 PAYMENT SUMMARY No. From To Payment Retainage Completed 1 03/01 /2005 03/30/05 244,468.00 244,468.00 2 03/31/2005 04/26/05 654,495.00 898,963.00 3 04/27/2005 06/01/05 976,500.00 1,875,463.00 4 06/02/2005 06/25/05 966,705.00 2,842,168.00 5 06/26/2005 07/25/05 680,550.00 3,522,718.00 6 07/26/2005 08/25/05 837,342.00 4,360,060.00 7 08/26/2005 09/25/05 595,813.00 4,955,873.00 8 09/26/2005 10/25/05 836,378.00 5,792,251.00 9 10/26/2005 11/25/05 838,975.00 6,631,226.00 10 11/26/2005 12/25/05 474,785.00 7,106,011.00 11 12/26/2005 01/25/06 219,551.00 7,325,562.00 12 01/26/2006 02/25/06 385,883.00 7,711,445.00 13 02/26/2006 03/25/06 247,414.00 7,958,859.00 14 03/26/2006 04/25/06 168,318.00 8,127,177.00 15 04/26/2006 05/25/06 224,584.00 8,351,761.00 16 05/26/2006 06/25/06 138,483.00 8,490,244.00 17 06/26/2006 07/25/06 230,573.00 8,720,817.00 Material on Hand $180,191.00 Total Payment to Date $8,720,817.00 Original Contract $9,195,300.00 Retainage Pay No. 17 Change Orders $42,732.00 Total Amount Earned $8,720,817.00 _Revised Contract $9,238,032.00 50304108REQ17.xls ITEM 5 " 7 PAY ESTIMATE #1 OWNER CITY OF OTSEGO CSAH 42 (Parrish Ave.) Reconstruction Improvement Project No. 06 -09 .4st 4, 2006 Honorable Mayor & City Council Cit of Otsego 8899 Nashua Avenue NE Otsego, MN 55330 RE: CSAH 42 (Parrish Ave.) Reconstruction Contractor. Dresel Contracting, Inc. Contract Amount: 52,035,683.65 Award Date: June 27, 2006 Completion Date: June 1, 2007 Dear Honorable Mayor and Council Members: The following work has been completed on the above - referenced project by Dresel Contracting, Inc. BId Schedule "A" - Removals ITEM ESTIMATED CONTRACT UNIT USED TO NO. ITEM DESCRIPTION QUANTITY UNIT PRICE CONTRACT AMOUNT DATE . EXTENSION 1 MOBILIZATION 1 LS 543,500.00 $ 43,500.00 0.5 $ 21,750.00 2 CLEARING AND GRUBBING 6 EACH $220.00 $ 1.320.00 $ 3 SALVAGE AND RE -PLANT TREE 6 EACH 5200.00 $ 1,200.00 4 $ 800.00 4 REMOVE CURB AND GUTTER 2,747 LF 51.25 $ 3,433.75 2,700 $ 3,375.00 5 REMOVE CONCRETE MEDIAN 5,324 SF 50.35 $ 1,863.40 5,324 $ 1,863.40 6 REMOVE CONCRETE HEADWALL STRUCTURE 1 EACH 525.00 $ 25.00 • 1 $ 25.00 7 SALVAGE CASTING AND CONDUIT PULL BOX 3 EACH 5650.00 $ 1,950.00 $ - 8 REMOVE CMP CULVERTS 202 LF 56.00 $ 1,212.00 150 $ 900.00 9 REMOVE CATCH BASIN /MANHOLE STRUCTURE 6 EACH 5150.00 $ 900.00 6 $ 900.00 SAWING BITUMINOUS PAVEMENT FULL DEPTH 939 LF 52.00 $ 1,878.00 $ - REMOVE BITUMINOUS PVMT. (FULL DEPTH MILLING) 18,350 SY $1.05 $ 19,267.50 18,000 $ 18,900.00 12 RELOCATE MAILBOX SUPPORT 4 EACH 575.00 $ 300.00 2 $ 150.00 _ 13 MAILBOX SUPPORT 4 EACH $75.00 $ 300.00 $ - 14 REMOVE RCP FES 11 EACH 550.00 $ 550.00 8 $ 400.00 15 REMOVE RCP STORM SEWER PIPE 675 LF $5.00 $ 3,375.00 602 $ 3,010.00 16 SALVAGE SEWER CASTINGS 15 ' EACH 545.00 $ 675.00 4 $ 180.00 Total Bid Schedule "A" 581,749.65 $ 29.613.40 Bld Schedule "B" - Streets ITEM ESTIMATED CONTRACT UNIT USED TO NO. ITEM DESCRIPTION QUANTITY UNIT PRICE CONTRACT AMOUNT DATE EXTENSION 17 TOPSOIL STRIPPING (P) 6,000 CY 53.75 $ 22,500.00 6,000 $ 22,500.00 18 COMMON EXCAVATION (P) 1 LS $115,000.00 $ 115,000.00 0.8 $ 92,000.00 19 SALVAGE MATERIAL TO STOCKPILE (SV) 19,500 CY 51.00 $ 19,500.00 7.500 $ 7,500.00 20 CONCRETE MODULAR BLOCK RETAINING WALL 1,700 SF $17.00 $ 28,900.00 700 $ 11,900.00 21 CLASS 5 AGGREAGATE BASE 24,000 TON 59.00 $ 216,000.00 $ - 22 Type SPWEB440E WEARING COURSE 4,700 TON $57.65 $ 270,955.00 $ - 23 Type SPNWC4308 NON - WEARING COURSE 12,200 TON $50.55 $ 616,710.00 $ - 24 BITUMINOUS MATERIAL FOR TACK COAT 3,750 GAL $3.00 $ 11,250.00 $ - 25 BITUMINOUS CURB SPWEB440E 85 LF $15.00 $ 1,275.00 $ - 26 BITUMINOUS DRIVEWAY PVMT. (2.5" THICK) LV4 80 SY $41.00 $ 3,280.00 $ - 27 BITUMINOUS TRAIL 10 FEET WIDE LVWE45030B 700 TON $55.27 $ 38,689.00 , $ - 28 4" CONCRETE SIDEWALK WITH GRANULAR BASE 600 SF $6.00 $ 3,600.00 $ - 29 4' CONCRETE MEDIAN WITH GRANULAR BASE 28,200 SF $3.00 $ 84,600.00 $ - 30 CONCRETE CURB AND GUTTER DESIGN B612 5,500 LF $7.75 $ 42,625.00 $ - 1 CONCRETE CURB AND GUTTER DESIGN 8618 12,700 LF $8.65 $ 109,855.00 $ - .2 CONCRETE CURB AND GUTTER DESIGN PEDSTRIAN 300 LF 59.50 $ 2,850.00 $ - 33 6" CONCRETE VALLEY GUTTER 450 SF $4.65 $ 2,092.50 $ - Y: MunicipaMOTSEGO‘370\apec ot370PE PE-1 PAY ESTIMATE #1 OWNER CITY OF OTSEGO CSAH 42 (Parrish Ave.) Reconstruction Improvement Project No. 06 -09 i Schedule "B" - Streets - Street Continued ITEM ESTIMATED CONTRACT UNIT USED TO NO. ITEM DESCRIPTION QUANTITY UNIT PRICE CONTRACT AMOUNT DATE EXTENSION 34 6" CONCRETE DRIVEWAY APRON 240 SF $4.65 $ 1,116.00 $ - 35 TRAFFIC CONTROL 1 LS $11,000.00 $ 11,000.00 0.5 $ 5,500.00 35a ADDITIONAL SIGNAGE 0 SF $19.25 $ - 18.5 $ 356.13 36 TYPE III BARRICADES - TEMPORARY 22 EACH $300.00 $ 6,600.00 16 $ 4,800.00 37 TEMPORARY PAVEMENT MARKING 4" 36,000 LF $0.13 $ 4,680.00 $ - 38 REINSTALL SALVAGED SIGN 9 EACH $50.00 $ 450.00 $ - 39 F & 1 STREET NAME SIGN PANEL TYPE D 1 EACH $300.00 $ 300.00 $ - 40 F & I SIGN PANELS TYPE 1 SHEETING 70 SF $23.00 $ 1,610.00 $ - 41 F & I SIGN PANELS DG-3 SHEETING 600 SF $25.25 $ 15,150.00 $ - 42 PERMANENT TYPE III BARRICADES 5 EACH $255.00 $ 1,275.00 $ - 43 PAVEMENT MESSAGE (ARROW) - EPDXY 34 EACH $80.00 $ 2,720.00 $ - 44 PAVEMENT MESSAGE (ONLY) - EPDXY 34 EACH $125.00 $ 4,250.00 $ - 45 4" SOLID LINE WHITE - EPDXY 8,550 LF $0.41 $ 3,505.50 $ - 46 4" DASHED LINE WHITE - EPDXY 2,100 LF 50.08 $ 168.00 $ - 47 4' SOLID LINE YELLOW- EPDXY 3,300 LF $0.47 $ 1,551.00 $ - 48 24" SOLID LINE YELLOW - EPDXY 1,000 LF $3.75 $ 3,750.00 $ - 49 24" STOP BAR WHITE - EPDXY 550 LF $5.10 $ 2,805.00 $ - 50 36" CROSSWALK BLOCK WHITE - EPDXY 85 EACH 570.00 $ 5,950.00 $ - 51 INLET PROTECTION 36 EACH $400.00 $ 14,400.00 $ - 52 SILT FENCE TYPE MACHINE SLICED 900 LF $2.00 $ 1,800.00 880 $ 1,760.00 53 SODDING 800 SY $5.00 $ 4,000.00 $ - 54 SEED MIXTURE TYPE 260 0.45 ACRE $1,100.00 $ 495.00 $ - 55 SEED MIXTURE TYPE 280 1.45 ACRE 51,000.00 $ 1,450.00 $ - 56 HYDRAULIC SOIL STABILIZER TYPE 5 OR 6 2.0 TON $1,650.00 $ 3,300.00 $ - Total Bid Schedule "B" $ 1,682,007.00 $ 146,316.13 Bid Schedule "C" - Storm Sewer ITEM ESTIMATED CONTRACT UNIT USED TO NO. ITEM DESCRIPTION QUANTITY UNIT PRICE CONTRACT AMOUNT DATE EXTENSION 57 CONNECT TO EXISTING STORM SEWER MANHOLE 4 EACH $500.00 $ 2,000.00 $ - 58 CONNECT TO EXISTING STORM SEWER 1 EACH 5650.00 $ 650.00 1 $ 650.00 59 15" RC APRON /FES. 2 EACH $500.00 $ 1,000.00 1 $ 500.00 60 24" RC APRON/FES WITH TRASH GUARD 1 EACH 51,400.00 $ 1,400.00 $ - 61 33" RC PIPE APRON WITH TRASH GUARD 1 EACH 52,000.00 $ 2,000.00 1 $ 2,000.00 62 36" RC PIPE APRON WITH TRASH GUARD 3 EACH 52,400.00 $ 7,200.00 3 $ 7,200.00 63 15" RC PIPE SEWER DESIGN 3006 CL V 730 LF $22.00 $ 16,060.00 107 $ 2,354.00 64 18" RC PIPE SEWER DESIGN 3006 CL III 551 LF $24.00 $ 13,224.00 249 $ 5,976.00 65 21" RC PIPE SEWER DESIGN 3006 CL III 892 LF $33.00 $ 29,436.00 51 $ 1,683.00 66 24" RC PIPE SEWER DESIGN 3008 CL III 41 LF $40.00 $ 1,840.00 $ - 67 27" RC PIPE SEWER DESIGN 3006 CL III 380 LF $42.00 $ 15,960.00 $ - 68 33" RC PIPE SEWER DESIGN 3006 CL III 338 LF $54.00 $ 18,252.00 72 $ 3,888.00 69 36" RC PIPE SEWER DESIGN 3006 CL III 710 LF $62.00 $ 44,020.00 331 $ 20,522.00 70 CONSTRUCT DRAINAGE STRUCTURE 24 "X36" 6 EACH $1,200.00 $ 7,200.00 $ - 71 CONSTRUCT DRAINAGE 27" STRUCTURE 1 EACH 51,200.00 $ 1,200.00 1 $ 1,200.00 72 CONSTRUCT DRAINAGE 48" STRUCTURE DESIGN 4020 19 EACH 51,525.00 $ 28.975.00 2 $ 3,050,00 73 CONSTRUCT DRAINAGE 54" STRUCTURE DESIGN 4020 4 EACH $2,000.00 $ 8,000.00 1 $ 2,000.00 74 CONSTRUCT DRAINAGE 60" STRUCTURE DESIGN 4020 6 EACH $2,150.00 $ 12,900.00 5 $ 10,750.00 75 CONSTRUCT DRAINAGE 72" STRUCTURE DESIGN 4020 2 EACH $2,300.00 $ 4,600.00 $ - 76 CONSTRUCT DRAINAGE 84" STRUCTURE DESIGN 4020 1 EACH $3,000.00 $ 3,000.00 1 $ 3,000.00 I 77 OUTLET SKIMMER STRUCTURE 1 EACH $3,250.00 $ 3,250.00 1 $ 3,250.00 77A RANDOM RIPRAP CLASS 111 20 CY $85.00 $ 1,700.00 $ Total Bid Schedule "C" $ 223,667.00 $ 68,023.00 Y:U NunicipahAOTSEGOW370Wspecbt370PE PE - 2 PAY ESTIMATE #1 OWNER CITY OF OTSEGO CSAH 42 (Parrish Ave.) Reconstruction Improvement Project No. 06 -09 Bid Schedule "D" - Watennain ITEM ESTIMATED CONTRACT UNIT USED TO NO. ITEM DESCRIPTION QUANTITY UNIT PRICE CONTRACT AMOUNT DATE EXTENSION 78 SALVAGE HYDRANT AND VALVE ASSEMBLY 5 EACH $850.00 $ 4,250.00 2 $ 1,700.00 79 SALVAGE AND REINSTALL 8" PLUG 2 EACH $100.00 $ 200.00 $ - 80 CONNECT TO EXISTING WATERMAIN 1 LS $3,500.00 $ 3,500.00 $ - 81 6" DUCTILE IRON PIPE CL 52 45 LF $32.00 $ 1,440.00 $ - 82 8" DUCTILE IRON PIPE CL 52 62 LF $35.00 $ 2,170.00 $ - 83 12" DUCTILE IRON PIPE CL 52 75 LF $45.00 $ 3,375.00 $ - 84 DUCTILE IRON PIPE FITTINGS 830 LB $3.00 $ 2,490.00 $ - 85 HYDRANT EXTENSION 2 LF $400.00 $ 800.00 $ - 86 INSTALL SALVAGE HYDRANT AND VALVE ASSEMBLY 4 EACH $500.00 $ 2,000.00 $ - 87 12" GATE VALVE AND BOX 1 EACH $2,000.00 $ 2,000.00 $ - 88 4" POLYSTYRENE INSULATION 256 SF $10.00 $ 2,560.00 $ - 89 ADJUST VALVE BOX 5 EACH $125.00 $ 625.00 $ - Total Bid Schedule "0" $ 25,410.00 $ 1,700.00 Bid Schedule "E ". - Sanitary ITEM ESTIMATED CONTRACT UNIT USED TO NO. ITEM DESCRIPTION QUANTITY UNIT PRICE CONTRACT AMOUNT DATE EXTENSION 90 SALVAGE SANITARY CONE SECTION 9 EACH $100.00 $ 900.00 7 $ 700.00 91 REMOVE SANITARY BARREL SECTION 7 EACH $100.00 $ 700.00 5 $ 500.00 92 CONNECT TO EXISTING SANITARY SEWER 2 EACH $1,200.00 $ 2,400.00 $ - 93 CONNECT TO EXISTING SANTARY MANHOLE 1 EACH $1,500.00 $ 1,500.00 $ - 94 8" PVC (SDR 26) 20-22' DEEP 110 LF $45.00 $ 4,950.00 $ - 85 8" PLUG 3 EACH $100.00 $ 300.00 $ - 96 F &I SANITARY BARREL SECTION 15 LF $200.00 $ 3,000.00 16 $ 3,200.00 97 ADJUST SANITARY SEWER CASTING 8 EACH $200.00 $ 1,600.00 $ Total Bid Schedule "E" $ 16,360.00 $ 4,400.00 Y: MunicipaMOTSEGO)370bpecbt370PE PE-3 PAY ESTIMATE #1 OWNER CITY OF OTSEGO CSAH 42 (Parrish Ave.) Reconstruction Improvement Project No. 06 -09 1 Schedule "F" - Field Office ITEM ESTIMATED CONTRACT UNIT USED TO NO. ITEM DESCRIPTION QUANTITY UNIT PRICE CONTRACT AMOUNT DATE EXTENSION 98 FIELD OFFICE TYPE D 1 LS $7,500.00 $ 7,500.00 1 $ 7,500.00 Total Bid Schedule "F" $ 7500.00 $ 7500.00 , . SUMMARY OF BIDDING Bid Schedule "A" - Removals $ 81,749.65 $ 29,613.40 Bid Schedule "B" - Streets $ 1,682,007.00 $ 146,316.13 Bid Schedule "C" - Storm Sewer $ 223,667.00 $ 68,023.00 Bid Schedule "D" - Watermain $ 25,410.00 $ 1,700.00 Bid Schedule "E" - Sanitary $ 15,350.00 $ 4,400.00 Bid Schedule "F" - Field Office $ 7,500.00 $ - TOTAL $ 250,052.53 Total Work Completed to Date $ 250,052.53 • LESS 5% RETAINAGE: $ 12,502.63 WE RECOMMEND PAYMENT OF: $ 237549.90 , APPROVALS: CONTRACTOR: DRESEL CONTRAerNG, INC. Certification by Contractor. I certify that all items and amounts are correct for the work completed to date. Signed: LY`Yd C7 L le: Pr% Date 6/6/0(r. ENGINEER: HAKANSON ANDERSON ASSOCIATES, INC. Certification b gineer. W mm nd payment for work and quantities as shown. Signed: i "--t/ - Title: ATES, Cf// AL OWNER: CITY OF OTSEGO Signed: Title: Date Y:UdunicipaMOTSEGOI370lspec ot370PE PE-4 PAY ESTIMATE #6 I T EM 5_8 City CITY OF OTSEGO Street and Utility Improvements Quaday Avenue NE SP 217 - 107 - 04 MN Project # STPX 8606 (062) City Improvement Project No. 04 - 02 July 18, 2006 Honorable Mayor & City Ccuncil City of Otsego 8899 Nashua Avenue NE Otsego, MN 55330 RE: Quaday Avenue NE Contractor Imperial Developers, Inc. Contract Amount: $1,098,383.66 Award Date: June 15, 2005 Completion Date: June 16, 2006 Dear Council Members: The following work has been completed on the above - referenced project by Imperial Developers, Inc. (as of July 18,2006). Bid Schedule "A" • Estimated • Used to Item Description Quantity Unit Price Contract Price Date Extension 1 MOBIUZATION 1 LS $31,200.00 $ 31,200.00 1 $ 31,200.00 2 FIELD OFFICE TYPE D 1 EACH $10,000.00 $ 10,000.00 1 $ 10,000.00 3 CLEARING AND GRUBBING 1 LS $2,000.00 $ 2,000.00 1 $ 2,000.00 4 REMOVE SEWER PIPE (STORM) 367 LF $8.00 $ 2,936.00 155 $ 1,240.00 5 REMOVE CURB AND GUTTER 250 LF $2.00, $ 500.00 250 $ 500.00 6 REMOVE PIPE CULVERTS 355 LF 66.00 $ 2,130.00 200 $ 1,200.00 7 REMOVE BITUMINOUS DRIVEWAYPAVEMENT 766 SY $2.00 $ 1,532.00 766 $ 1,532.00 R _REMOVE RIPRAP 15 CY $10.00 $ 150.00 15 $ 150.00 REMOVE BITUMINOUS FLUME 1 EACH $250.00 $ 250.00 1 $ 250.00 .REMOVE SIGN 1 EACH $20.00 $ 20.00 2 $ 40.00 11 SAWING BIT PAVEMENT (FULL DEPTH) 240 LF $3.00 $ 720.00 370 $ 1,110.00 12 SALVAGE 8 REINSTALL CHAIN UNK FENCE 375 LF $12.60 $ 4,725.00 388 $ 4,888.80 13 SALVAGE 8 REINSTALL ELECTRIC FENCE 480 LF $6.30 $ 3,024.00 410 $ 2,583.00 14 SALVAGE SIGN 6 EACH $20.00 $ 120.00 $ - 15 SALVAGE CONCRETE APRON 2 EACH $100.00 $ 200.00 1 $ 100.00 16 COMMON EXCAVATION 87000 CY $2.38 $ 207,060.00 80000 $ 190,400.00 17 AGGREGATE BASE CLASS 5 100% CRUSHED 11440 TON $11.97 $ 136,936.80 10482.73 $ 125,478.28 18 MILL BITUMINOUS SURFACE (2") 410 SY $6.25 $ 2,562.50 410 $ 2,562.50 . 19 TYPE LV 4 WEARING COURSE MIXTURE (8) 3425 TON $34.60 $ 118,505.00 3329.97 $ 115,216.96 20 TYPE LV 2 NON WEARING COURSE MIXTURE (B) 4100 TON 631.00 $ 127,100.00 3575.2 $ 110,831.20 22 BITUMINOUS MATERIAL FOR TACK COAT 1100 GAL • $1.55 $ 1,705.00 1153 $ 1,787.15 21 15" RC PIPE APRON 4 EACH $310.00 $ 1,240.00 4 $ 1,240.00 23 18" RC PIPE APRON 2 EACH $333.00 $ 666.00 2 $ 666.00 24 24" RC PIPE APRON W/ TRA9i GUARD 1 EACH $660.00 $ 660.00 1 $ 660.00 25 30" RC PIPE APRON W /TRASH GUARD 4 EACH $895.00 $ 3,580.00 4 $ 3,580.00 26 INSTALL CULVERT MARKER 9 EACH 620.00 $ 180.00 12 $ 240.00 27 INSTALL CONCRETE APRON* 2 EACH $200.00 $ 400.00 1 $ 200.00 28 15' RC PIPE SEWER DES 3006 CL V 1391 LF 621.50 $ 29,906.50 1391 $ 29,906.50 29 18" RC PIPE SEWER DES 3006 CL III 268 LF $23.00 $ 6,164.00 268 $ 6,164.00 30 21" RC PIPE SEWER DES 3006 CL III 153 LF $26.25 $ 4,016.25 153 $ 4,016.25 31 24" RC PIPE SEWER DES 3006 CL III 59 LF $29.00 $ 1,711.00 59 $ 1,711.00 32 30" RC PIPE SEWER DES 3006 CL III 625 LF $39.00 $ 24,375.00 625 $ 24,375.00 8' PIPE PLUG 7 EACH $21.00 $ 147.00 7 $ 147.00 ot340PE6PAY ESTIMATE #6 PE-1 PAY ESTIMATE #6 City CITY OF OTSEGO Street and Utility Improvements Quaday Avenue NE SP 217 - 107 -04 MN Project # STPX 8606 (062) City Improvement Project No. 04 -02 Bid Schedule "A" - Continued Estimated Used to Item Description Quantity Unit Price Contract Price Date Extension 34 12' PIPE PLUG 1 EACH 573.00 S 73.00 1 $ 73.00 35 CONNECT TO EXISTING STORM SEWER 6 EACH 5700.00 $ 4,200.00 6 $ 4,200.00 36 CONNECT TO EXISTING SANITARY SEWER 4 EACH $900.00 $ 3,600.00 4 $ 3,600.00 37 8" PVC PIPE SEWER 310 LF 537.40 $ 11,594.00 310 5 11,594.00 38 1? PVC PIPE SEWER 1821 LF 540.90 5 74,478.90 1821 $ 74,478.90 39 CONNECT TO EXISTING WATER MAIN 4 EACH 5900.00 5 3,600.00 4 $ 3,600.00 40 INSTALL BUTTERFLY VALVE AND BOX 12 2 EACH 51,048.00 $ 2,096.00 3 S 3,144.00 41 RELOCATE GATE VALVE 5 EACH 5355.00 $ 1,775.00 2 $ 710.00 42 RELOCATE HYDRANT 5 EACH 5628.00 $ 3,140.00 2 $ 1,256.00 43 ADJUST CURB BOX 5 EACH 5200.00 $ 1,000.00 2 $ 400.00 44 GATE VALVE AND BOX 6' 3 EACH 5685.00 , $ 2,055.00 3 $ 2,055.00 45 HYDRANT 3 EACH 52,027.00 $ 6,081.00 3 $ 6,081.00 46 6" WATERMAIN DUCTILE IRON CL 52 65 LF 521.50 $ 1,397.50 52 $ 1,118.00 47 12" WATERMAIN DUCTILE IRON CL 52 1880 LF 531.25 5 58,750.00 1944 5 60,750.00 48 WATERMAIN FITTINGS 3256 LB $2.86 $ 9,312.16 5715 5 16,344.90 49 CONST DRAINAGE STRUCTURE DES 27 -4020 2 EACH $745.00 $ 1,490.00 ' 2 $ 1,490.00 50 CONST DRAINAGE STRUCTURE DES 48-4020 9 EACH 51,308.00 5 11,772.00 9 $ 11,772.00 51 CONST DRAINAGE STRUCTURE DES 54 -4020 2 EACH 51,757.00 $ 3,514.00 2 $ 3,514.00 _ 52 CONST DRAINAGE STRUCTURE DES 66 -4020 1 EACH 52,227.00 $ 2,227.00 1 $ 2,227.00 CONST DRAINAGE STRUCTURE 7 X 3' 7 EACH 5989.00 $ 6,923.00 7 $ 6,923.00 INSTALL MANHOLE 9 EACH 52,286.00 5 20,574.00 9 $ 20,574.00 55 CONST DRAINAGE STRUCTURE DESIGN SPEC 1 3 EACH 51,491.00 $ 4,473.00 3 $ 4,473.00 56 RECONSTRUCT DRAINAGE STRUCTURE 10 EACH 5595.00 $ 5,950.00 11 $ 6,545.00 57 RECONSTRUCT SANITARY MANHOLES 19.8 LF 5160.00 $ 3,168.00 19.8 $ 3,168.00 58 RANDOM RIPRAP CLASS III 64 CY 545.00 $ 2,880.00 64 $ 2,880.00 59 CONCRETE CURB & GUTTER DESGN 8618 8500 LF 58.05 5 68,425.00 7868 $ 63,337.40 60 CONCRETE CURB & GUTTER DESGN B612 210 LF 512.35 5 2,593.50 183 S 2,260.05 61 6" CONCRETE DRIVEWAY PAVEMENT 18 SY 535.75 $ 643.50 25 $ 893.75 62 6" CONCRETE VALLEY GUTTER 720 SY 534.75 $ 25,020.00 593 $ 20,606.75 63 TRAFFIC CONTROL 1 LS $4,000.00, $ 4,000.00 0.5 $ 2,000.00 64 SIGN PANELS TYPE C 65 SF 523.00 S 1,495.00 125.7 $ 2,891.10 65 INSTALL SIGN PANEL TYPE C" 6 EACH $84.00 $ 504.00 6 $ 504.00 66 PAVEMENT MESSAGE - EPDXY 2 EACH 5155.00 5 310.00 2 $ 310.00 67 PAVEMENT ARROW - EPDXY 2 EACH 5105.00 $ 210.00 4 $ 420.00 68 4" DOUBLE SOLID LINE YELLOW - PAINT 4200 LF 50.32 $ 1,344.00 4021 $ 1,286.72 69 4" DOUBLE SOLID UNE YELLOW - EPDXY 4200 LF $0.35 $ 1,470.00 3685 $ 1289.75 70 4" SOLID LINE WHITE -EPDXY 8500 LF 50.18 $ 1,530.00 7812 $ 1,406.16 71 CROSSWALK WHITE - EPDXY 3 EACH 5440.00 S 1,320.00 3 $ 1,320.00 72 12" STOP LINE WHITE -EPDXY 75 LF 53.75 $ 281.25 150 $ 562.50 73 BALE CHECK 50 EACH $13.35 $ 667.50 21 5 280.35 74 SILT FENCE, TYPE MACHINE SLICED 2500 LF $2.40 $ 6,000.00 2457 5 5,896.80 75 SEEDING TYPE LAWN RESTORATION 13 ACRE 5200.00 $ 2,600.00 14.8 $ 2,960.00 ot340PE6PAY ESTIMATE as PE-2 PAY ESTIMATE #6 City CITY OF OTSEGO Street and Utility Improvements Quaday Avenue NE SP 217- 107 -04 MN Project # STPX 8606 (062) City Improvement Project No. 04 - 02 Bid Schedule "A" - Continued - Estimated Used to Item Description Quantity Unit Price Contract Price Date Extension 76 SEED MIXTURE 60B 195 LB 63.14 $ 612.30 1375 $ 4,317.50 77 SODDING 1700 SY 62.70 $ 4,590.00 1000 $ 2,700.00 78 COMMERCIAL FERT ANALYSS 10 -10 -10 6500 LB $0.30 $ 1,950.00 5950 $ 1,785.00 79 HYDRAULIC SOIL STABILIZERS TYPE 6 16 TON 617.00 $ 272.00 $ 4.20 $ 71.40 Total Bid Schedule "A" $ 1,098,383.66 S 1,046,045.67 Bid Schedule "B" - Change Order #1 - Estimated Used to Item Description Quantity Unit Prix Contract Price Date Extension 80 Muck Excavation 8340 CY 63.63 $ 30,274.20 8340 $ 30,274.20 81 Wet tap watermain wlvalves and boxes ' 6 EACH . 62,295.00 $ 13,770.00 6 $ 13,770.00 82 4" Non Metallic Conduit 420 LF 66.00 $ 2,520.00 420 $ 2,520.00 Total Bid Schedule "B" $ 48,564.20 $ 48,564.20 SUMMARY OF BODING Bid Schedule "A" Removals $ 1,098,383.66 $ 1,046,045.67 Bid Schedule "B" Change Order #1 $ 46,564.20 $ 46,564.20 TOTAL $ 1.092.609.87 LESS 5% RETAINAGE: $ 54,630.49 ' PAY ESTIMATE #1 $ 179,345.28 PAY ESTIMATE #2 $ 408,704.11 LESS PAY ESTIMATE #3 $ 293,075.43 LESS PAY ESTIMATE #4 $ 43,627.14 LESS PAY ESTIMATE #5 $ 5212.18 WE RECOMMEND PAYMENT OF 6 108,015.25 APPROVALS: CONTRACTOR IMPERIPL DEVELOPERS, INC. Certification by ctor 1 • that all items and amounts are correct for the work completed to date. Signed: Title: N/4 Date 7fi-4/ ENGINEER HAKPNSON ANDERSON ASSOCIATES, INC. Ce ngi - - • mend payment for work and quantities as shown. Sign6d�j r Title: ■ ! Date 1/26h C OWNER: CITY OF OTSEGO • Signed: Title: Date ot340PE6PAY ESTIMATE #6 PE - 3 ITEM 5_9 Otsego Police Commission Minutes June 13, 2006 Present: Jeff Stimac, Jessica Stockamp, Edgar Pearsall, Tom Carter, Sandy Michaelson, Deputy Olson. Meeting called to order at 6:37 PM. Agenda was approved unanimously. Minutes from January's meeting were approved unanimously. Minutes from May's meting were approved unanimously. • OPEN FORUM Sandy M. will talk to Joel T. about setting up a MEADA booth at the Otsego Festival in September. City Council will be accepting the Police Commission minutes prior to their approval. The city's Speed Wagon is up and running. Follow-up on the locations it will be placed corning soon. Deputy Olson brought up some concerns with the wording in the city's Peddler's License. Jessica S. will follow up with the city attorney. OLD BUSINESS Mc Gruff Suit —Edgar has not been able to get any information from the Servicemen's Clubs or the Eagles. —Total cost for the suit is approximately $1700.00. --Jeff S. will check with Holiday Station Stores about possible donations for the suit. Sheriff s Report — Nothing noteworthy at this time. MEADA - -There will be a meeting sometime in August to plan for the next event in September. NEW BUSINESS ID Tags - -This will be tabled until our next meeting. The issue will be brought up at the June 26 Council meeting. Council Meeting Reports May 22 -Edgar Some Council members like the fact that we share our information at the meetings. June 12 -Sandy Nothing noteworthy to report at this time. Council Meeting Assignments June 26 Edgar P. July 10 Jeff S. July 24 Tom C. Meting was adjourned at 7:42 PM Next scheduled meeting is on August 8, 2006 at 6:30 PM. ITEM 5_10 PAY ESTIMATE #6 CONTRACTOR CITY OF OTSEGO Improvement Project 05 -05 Mississippi Shores 6th and 7th Frontage Road Improvement August 4, 2006 Honorable Mayor & City Council City of Otsego 8899 Nashua Avenue NE Otsego, MN 55330 RE: Mississippi Shores 6th and 7th Frontage Road Improvement Contractor: S.R. Weidema Contract Amount: 5702,497.75 Award Date: June 28, 2005 Completion Date: December 1, 2005 Dear Council Members: The following work has been completed on the above - referenced project by S.R. Weidema. Bid Schedule "A" - Removals Used to Item Description Estimated Quantity Unit Price Contract Fork* Date Extension • 1 Remove Parking Lot Light 3 EACH $ 500.00 $ 1,500.00 3 $ 1.500.00 2 Salvage Godfathers Sion 1 LS $ 1,200.00 $ 1200.00 $ - 3 Saw Cut Pavement 260 LF $ 3.00 $ 780.00 260 $ 780.00 4 Remove Bituminous 7,500 SY $ 1.85 $ 13,875.00 8275 $ 11,608.75 5 Remove Curb and Gutter 920 LF S 2.25 $ 2.070.00 500 $ 1,125.00 • • 5a Remove & Patch Bob's Produce Curb 0 LS S 1,845.20 $ - 1 • S 1.845.20 5b Remove & Patch Godfathers Curb 0 LS S 1,949.95 S - 1 $ 1,949.85 5c Remove & Replace Curb and Gutter 0 LF 1 27.35 $ - 44 S 1,203.40 ' 6 Remove Treatment Tanks 2 EACH $ 1,800.00 S 3.600.00 2 ' S 3,600.00 7 Remove CMP Culvert 505 LF S 10.00 $ 5,050.00 505 $ 5.050.00 8 Remove RCP F.E.S. 2 EACH $ 200.00 $ 400.00 2 S 400.00 9 Salvage 24" RCP 24 LF S 12.50 S 300.00 24 $ 30000 10 Salvage Hydrant and Valve 1 EACH S 250.00 $ 250.00 1 S 250.00 11 Salvage and Reinstall Chainlink Fence 140 IF $ 25.00 S 3,500.00 S - 12 LandscapeTree/Shrub Removal 1 LS $ 1,000.00 $ 1,000.00 1 S 1.000.00 Total Bid Schedule "A" $ 33,525.00 $ 30,612.30 Bid Schedule "B" - Sanitary Sever Used to Item Description Estimated Quantity Und Price Contract Price Date Extension 1 Excavate West End of Sewer Crossing: CSAH 42 1 LS S 2,740.00 S 2,740.00 1 S 2,740.00 2 Connect Existing Manhole 2 EACH 1 1,800.00 S 3,600.00 2 S 3,600.00 3 8" PVC SOR26 265 LF S 48.00 $ 12.720.00 160 $ 7.880.00 4 8" PVC SDR26 70 LF $ 50.00 $ 3,500.00 92 S 4.600.00 5 12" PVC 16' -20' 1226 LF S 71.00 S 87.046.00 1226 S 87,048.00 6 12" PVC 20' -22 658 LF $ 80.00 $ 52,480.00 501 $ 40.080.00 7 6" x 8" PVC Service Wye 1 EACH S 55.00 $ 55.00 $ - 8 12"x8" PVC Service Wve 3 EACH S 150.00 $ 450.00 1 $ 150.00 9 6" Plu i 3 EACH S 60.00 S 180.00 1 $ 80.00 10 8" Plu, 2 EACH $ 70.00 $ 140.00 2 $ 140.00 11 1r Plug 3 EACH $ 105.00 S 315.00 3 $ 315.00 12 Connect Existing Business to Sanitary Service 1 , EACH $ 370.00 $ 370.00 1 $ 370.00 13 Standard Manhole (0-10') 8 EACH $ 2.715.00 $ 21.720.00 9 $ 24,435.00 14 Extra De . th Manhole 80 LF 160.00 12 800.00 75 $ 12 000.00 15 External Manhole Seals 8 EACH $ 195.00 $ 1,580.00 $ - 16 Televise Sant Sewer 1882 LF 1.45 2 728.90 - Total Bid Schedule "B". f 202,404.90 $ 183,218.00 PE -1 ot360PE PAY ESTIMATE #6 CONTRACTOR CITY OF OTSEGO Improvement Project 05 -05 Mississippi Shores 6th and 7th Frontage Road Improvement Irl Schedule "C" - Watermain Used to Item Description Estimated Quantity Unit Price Contract Price Date Extension 1 Connect to Existing 15" x 12" Cross (CO S1) 2 EACH S 250.00 $ - , $ 2 6" OIP Class 52 249 LF S 21.00 S 5,229.00 316 S 6,838.00 3 12" DIP Class 52 1537 LF $ 28.45 $ 43.727.85 1646 S 46,828.70 • 4 Watermain Fittings 4040 113 S 1.45 $ 5,858.00 4040 S 5,858.00 5 8" Gate Valve and Box 9 EACH $ 675.00 $ 6575.00 10 S 6,750.00 6 1r Butterfly Valve 5 EACH 3 1,070.00 S 5,350.00 5 S 5,350.00 7 Hydrant 5 EACH $ 2,100.00 S 10500.00 7 $ 14,700.00 8 Install Salvaged Hydrant 1 EACH S 540.00 S 540.00 $ - 9 Connect Existing Business Water Service 1 , EACH S 275.00 S 275.00 1 S 275.00 10 Connect to Existing Hydrant Stub (CO 01) 1 EACH $ 320.00 S 3 • S - 11 4' Thick Insulation 120 SF S 3.25 $ 390.00 120 S 390.00 Total Bid Schedule "C" $ 77,844,65 S 56,757,70 Bid Schedule "D" -Storm Sewer Used to Item Description Estimated Quantity Unk Prize Contract Price Date Extension 1 Install Salvaged 24" RCP • 24 I.F. S 18.00 $ 384.00 24 S 384.00 2 Connect to Existing Storm Sewer Manhole 1 EACH S 2,360.00 $ 2,360.00 1 S 2.360.00 3 12" RCP Class 5 (CO *1) 139 LF $ 27.00 $ 3,753.00 163 S 4,401.00 4 18" RCP Class 5 202 LF $ 27.60 S 5,575.20 189 S 5,216.40 5 24' RCP Class 5 1339 LF S 39.20 S 52.48880 1369 S 53564.80 8 2r Steel Casing • Jading 110 LF $ 175.00 $ 19,250.00 124 S 21,700.00 7 18" DIP 108 LF S 57.00 S 6.158.00 130 $ 7,410.00 8 2r Diameter Catch Basin (0-10' Depth) 1 EACH $ 605.00 S 605.00 1 S 605.00 9 48' Diameter Manhole (0.10' Depth) 10 EACH S 1,070.00 S 10,700.00 10 $ 10,700.00 • 10 80" Diameter Manhole (0-10' Depth) 8 EACH $ 1,790.00 $ 14,320.00 8 $ 14,320.00 . _ 11 84" Diameter Manhole (0.10' Depth) 1 EACH S 3,860.00 S 3,860.00 1 $ 3580.00 12 Casting R3067 -L 11 EACH S 360.00 S 3,960.00 11 $ 3,960.00 13 Casting R4342 3 EACH 5 220.00 S 660.00 3 S 680.00 14 Casting R2502 -0 2 EACH S 290.00 $ 580.00 2 S 580.00 . 15 Casting R1733 4 EACH S 255.00 S 1,020.00 4 $ 1,020.00 16 15" RCP Class 5 (CO M1) 100 LF $29.00 $ 2,900.00 _ 115 $ 3,335.00 Total Bid Schedule "D" S 128,572.00 $ 134,176.20 Bid Schedule "E" -Street , Used to Item Description Estimated Quantity Unit Price Contract Poke Data Extension 1 Mobilization 1 LS S 19,500.00 S 19,500.00 1 $ 19,500.00 2 Common Excavation 1 LS S 10,665.00 $ 10,665.00 1 S 10,665.00 3 Granular Borrow (Plan) 5520 CY S 0.01 S 55.20 5520 S 55.20 4 Topsoil Borrow (Plan) 600 CY S 12.00 S 7,200.00 800 S 7,200.00 5 Aoaregate Base Class 5100% Crushed 3270 TN S 13.95 S 45,618.50 3220 $ 44.919.00 8 Bituminous Non -Wear Course LV3 1050 TN S 34.65 $ 36,382.50 1300 $ 45,045.00 7 Bituminous Wear Course LV4 775 TN $ 43.60 $ 33,790.00 715 $ 31,174.00 7a Hydrant Extension 0 EA S 410.40 5 - 1 $ 410.40 8 Bituminous Material for Tad' Coat 415 GAL S 1.25 _ S 518.75 _ 400 S 500.00 ot360PE PE -2 PAY ESTIMATE #6 CONTRACTOR CITY OF OTSEGO Improvement Project 05 -05 Mississippi Shores 6th and 7th Frontage Road Improvement Bid Schedule "E" - Street - Continued Used to Item Description Estimated Quantity Unit Price Contract Price Date Extension 9 Concrete Curb and Gutter 8818 3215 LF $ 8.55 $ 27,488.25 4395 $ 37,577.25 10 4" Concrete Walk with Granular Base 1460 SF $ 4.00 S 5,840.00 4053 $ 18,212.00 11 Traffic Control 1 LS $ 7,500.00 $ 7,500.00 1.05 $ 7,875.00 12 Barricades Type III 31 EA $ 245.00 $ 7,595.00 16 $ 3.920.00 13 Signs 125 SF $ 23.00 $ 2,875.00 $ - 14 Pavement Marking 1 LS $ 9.984.00 , $ 9,984.00 $ - 15 Inlet Protection 17 EA $ 240.00 S 4,080.00 17 $ 4,080,00 18 Seed Mulch and Fertilizer 0.65 AC $ 1,200.00 $ 780.00 0.91 $ 1,092.00 17 Sod 1500 SY $ 3.00 $ 4,500.00 1500 $ 4,500.00 18 Silt Fence 300 IF $ 3.00 $ 900.00 $ - 19 Reinstall Godfathers Sign 1 _ LS $ 4,000.00 $ 4,000.00 $ . • • Total Bid Schedule "E" S 229,270.20 $ 234,724.85 Sid Schedule "3-1" - Alternate "A" CSAH 42 Crossing - Sanitary Correction Used to Item Description Estimated Quantity Unit Price Contract Price Date Extension 1 15' PVC Grade Correction 1 I LS $ 30,161.00 $ 30,161.00 1 _ $ 30,161.00 . Total Bid Schedule "B-1" $ 30,161.00 $ 30,161 Bid Schedule "8-2" - Alternate "8" CSAH 42 Crossing - Sanitary Jacking • Used to Item Description Estimated Quantity Unit Price Contract Price Date Extension 1 27" Steel Pipe Casing - Jacking 130 LF $ 250.00 $ - S - 2 Connect to Existing Manhole 1 EA $ 2,030.00 $ - $ - 3 15' PVC SDR26 183 LF $ 22.00 $ - $ - 4 Standard Manhole 0-10' 2 EA $ 2,650.00 $ - $ - 5 Extra Depth Manhole 20 LF $ 155.00 $ - $ - 6 External Manhole Seals 2 EA $ 180.00 $ - $ - 7 Plug Existing 15' Sewer Line 1 LS $ 750.00 $ - $ - 8 Remove Manhole 1 EA $ 250.00 $ - _$ - Total Bid Schedule "a -2" $ - $ - Bid Schedule "F" - Change Order M1 Used to Item Description Estimated Quantity Unit Price Contract Price Date Extension 1 Telephone Fiber Optic Conduit Relocation 1 LS $ 4,752.00 $ 4,752.00 1 $ 4,752.00 2 Watennain Connection Modification 1 LS $ 7.128.00 S 7,128.00 1 $ 7,128.00 3 18' Butterfly Valve 1 EA $ 1262.03 $ 1,262.03 1 $ 1.282.03 4 16' DIP 37 LF $ 37.43 $ 1,384.91 37 $ 1,384.91 5 Water Shut off Extensions 7 LF $ 39.18 $ 274.26 7 $ 274.26 Total Bid Schedule "F" 14,801.20 $ 14,801.20 ot360PE PE-3 1 Bid Schedule "G" • Change Order *2 Used to • Item Description Estimated Quantity Unit Price Contract Price Date Extension / ( 1 Installation and Operations and Dewaterina Discharge Route 1 LS S 37 016.85 3 37.016.85 1 S 37.016.85 2 Removal and Cleaning of Dewaterina Dishcharge Route 1 LS 3 10,965.78 S 10.965.78 1 S 10,965.78 3 Additional Dischare Hose 1050 LF 3 1.60 S 1,680.00 1050 S 1,880.00 • 4 Traffic Control 1 LS 3375 3 375.00 1 3 375.00 5 Parking Lot Subgrade Correction 1 LS . 3 1,60000 S 1,60000 1 3 1.600.00 Total Bid Schedule "F" S 51,637.63 S 51,637.63 SUMMARY OF BIDDING • Bid Schedule "A" Removals S 33,525.00 S 30,612.30 Bid Schedule "Er* Sanitary Sewer S 202,404.90 S 163,216.00 Bid Schedule "C" Watemtain S 77,944.65. S 66,767.70 . Bid Schedule "D" Storm Sewer • • S 126,572.00 S 134,176.20 Bid Schedule "E" Street S 229,270.20 S 234.724.66 Bid Schedule "B-1" Alternate "A" CSAH 42 Crossing - Sanitary Correction $ 30,161.00 $ 30,161.00 • Bid Schedule "8 -2" Alternate "B" CSAH 42 Crossing - Sanitary Jacking 5 - $ " Bid Schedule "F" Change Order #1 S 14,801.20 S 14,501.20 Bid Schedule "G" Change Order #2 $ 51,637.63 $ 51,637.63 TOTAL $ 766.116.86 LESS 5% RETAINAGE: $ 38,305.84 LESS PAY ESTIMATE *1 $ 84,322.95 LESS PAY ESTIMATE *2 . . ' $ 234,081.24 LESS PAY ESTIMATE *3 $ 184,263.71 LESS PAY ESTIMATE *4 $ 162,839.34 LESS PAY ESTIMATE *5 S 26,809.95 WE RECOMMEND PAYMENT OF: S 35,493.85 APPROVALS: CONTRACT e. -: S.R. WEIDEMA • Cert� • • y Contractor. le ify th = t a6 items and amounts are correct for the work completed to date. Signed: L - P . ( ) 1, I z..- _ c r . Title: _, sF! 1, .z, • Date O Q • ENGINEER: HAXANSON ANDERSON AS r IATES, INC. . Certification • Engineer / � . • payment for work and quantities as shown. Sir _ / Title. A Ys .410 V ' Date OWNER: CITY OF OTSEGO Signed: Title: Oate ITEM 6_1 MEMO Date: August 10, 2006 To: Mayor & Council From: City Administrator Mike Robertson Re: Park Commission Recommendations The Park & Recreation review the quotes for irrigation of Prairie Park and for the purchase of backboards for tennis courts. They had the following recommendations. For irrigation they recommended the low quote of $33,333. For tennis backboards they recommended an 8' x 12' Bollettieri Slimline at $2,295 a piece for the inside of the tennis court. For those tennis courts that had enough pavement outside the tennis court for someone to practice they recommended the 8' X 16' Bollettieri Slimline. ITEM 7. NAC NORTHWEST ASSOCIATED CONSULTANTS, INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 =x Telephone: 763.231.2555 Facsimile: 763.231.2561 planners: nacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 8 August 2006 RE: Otsego — Wright County Highway Maintenance Station NAC FILE: 176.02 — 06.21 The Planning Commission held a public hearing on 7 August 2006 to consider the site and building plans for a Wright County Highway Maintenance station to be constructed in the Otsego 1 -94 West Industrial Park. The application also involves a CUP for accessory outdoor storage. Mr. Steve Meyer of Wright County was present. There were no public comments. The Planning Commission asked about the number of employees at the site and activities that will occur there. Mr. Meyer explained that there will typically be three employees on site, but that the building has space for future needs. The Planning Commission also discussed the construction of the salt storage building and use of the material roof, which is similar to that of the City's salt storage building to be constructed at the public works site. Mr. Meyer made the point that the material roof is necessary due to the corrosiveness of the salt stored within the • structure. The Planning Commission closed the public hearing and voted 6-0 to recommend approval of the application. Possible actions for the City Council to consider at their meeting on 14 August 2006 at 6:30 PM are outlined below. We have added language to the conditions regarding the dedication 9 West ti ne ssary for the extension of sanitary sewer and water to the Otsego POSSIBLE ACTIONS A. Motion to approve site and building plans and a conditional u use ermitallowing outdoor storage of materials for a Wright County won substation subject to the following conditions: 1. Wright County shall prepare a site plan based upon a certificate of survey illustrating the information required by Section 20-4 -4 of the Zoning Ordinance, subject to approval of City staff. 2. The salt storage building is subject to the material and construction requirements of Section 20- 17-4.8 of the Zoning Ordinance, subject to review by the Planning Commission and approval of the City Council. 3. The location of proposed coniferous trees in double rows not more than 25 feet on center to the north, east and south of the proposed buildings and outdoor storage area shall be illustrated upon the certificate of survey /site plan subject to approval of City staff. 4. Outdoor material storage piles shall be located between the principal building and salt storage building or to the north of the salt storage building at the northwest comer of the site. The outdoor storage area shall comply with the conditions of Section 20- 86-7.0 of the Zoning Ordnance, subject to approval by City staff. 5. The location of 16 parking stalls on the subject site meeting the dimension, surface and curb requirements of the Zoning Ordinance shall be illustrated upon the certificate of survey /site plan, subject to approval of City staff. A minimum of eight off - street parking stalls shall be constructed upon the subject site provided that Wright County enter into an agreement allowing that the City Council may require construction of off - street parking stalls as required by Section 21 of the Zoning Ordinance upon a determination by the City Council that the additional stalls are required to meet on -site demand and prevent congestion in the public street. 6. The width of the driveway access to 71 Street is limited to 24 feet wide unless otherwise approved by the City Engineer to accommodate truck turning movements. 7. All light fixtures shall comply with the requirements of Section 20 -16-10 of the Zoning Ordinance, subject to approval by City staff. 8. All signs shall conform to Chapter 37 of the Zoning Ordinance and require issuance of a sign permit prior to placement on the subject site. 9. All trash containers are to be stored within the principal building or an exterior enclosure as allowed by Section 20- 16- 15.B.3 of the Zoning Ordinance, subject to approval of City staff. 10. Connection to municipal utilities shall be required if the City Council approves a public improvement project prior to issuance of a certificate of occupancy. All utility issues are subject to review and approval of the City Engineer. 2 11. Wright County shall dedicate drainage and utility easements determined necessary by the City Engineer for extension of sanitary sewer and water utilities to the Otsego 1 -94 West Industrial Park. 12. All grading, drainage and erosion control issues are subject to review and approval of the City Engineer. B. Motion to deny the application Zoning that the Ordinance!ication does not comply with the requirem ents of the Otsego Zo C. Motion to table. c. Mike Robertson, City Administrator Judy Hudson, City Clerk/Zoning Administrator Andy MacArthur, City Attorney Ron Wagner, City Engineer Wayne Fingalson, Wright County Engineer Steve Meyer, Wright County Road Maintenance Supervisor 3 CITY OF 08 -08-06 OTSEGO FINDINGS & DECISION WRIGHT COUNTY, MINNESOTA CONDITIONAL USE PERMIT APPLICANT: Wright County APPLICATION: Request for approval of a conditional use permit allowing accessory outdoor storage in an 1 -2 District and site and building plan review for a Highway Maintenance Substation. CITY COUNCIL MEETING: 14 August 2006 FINDINGS: Based upon review of the application, the recommendation of the Planning Commission, and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the property is Lot 2, Block 2 Otsego 1 -94 West Industrial Park 4 Addition, City of Otsego, County of Wright, State of Minnesota. B. The subject site is guided by the Comprehensive Plan for industrial land uses within the West Sewer District. C. The subject site is zoned 1 -2, General Industrial District. Govemment utility buildings are a permitted use in the 1 -2 District. Accessory outdoor storage is a conditional use in the 1 -2 District. D. Consideration of the conditional use permit is to be based upon (but not limited to) the criteria set forth by Section 20 -4-2.F of the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the official City Comprehensive Plan. Finding: The Comprehensive Plan guides the subject site for industrial uses within the west sewer district. Subject to applicable performance standards goveming the proposed use, the application is consistent with the direction of the Comprehensive Plan regarding general land use and public facilities to support existing and planned infrastructure. 2. The proposed use's compatibility with present and future land uses of the area. Finding: The proposed use will be compatible with the following existing/planned land uses surrounding the subject site: Direction Land Use Plan Zoning Map Existing Use North Industrial A -1 District Agriculture East Industrial 1 -2 District Undeveloped South Industrial 1 -2 District Undeveloped West Industrial 1 -2 District Contractor yard 3. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). 1 Finding: Development of the subject site will be required to conform to all applicable performance standards. 4. The proposed use's effect upon the area in which it is proposed. Finding: The proposed use represents further buildout of the Otsego 1 -94 West Industrial Park with a use that will utilize available City infrastructure and support on- going development within the City and surrounding region. 5. The proposed use's impact upon property values of the area in which it is proposed. Finding: Although no study has been completed, the proposed use is not anticipated to negatively impact area properly values. 6. Traffic generation by the proposed use in relation to the capabilities of streets serving the property. Finding: The traffic generated by the proposed use can be accommodated by streets accessing the subject site. 7. The proposed use's impact upon existing public services and facilities induding parks, schools, streets, and utilities and its potential to overburden the City =s service capacity. Finding: The proposed use is not anticipated to have a negative impact to the City's service capacity. E. The planning report dated 2 August 2006 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. F. The memorandum dated 1 August 2006 prepared by the City Engineer, Hakanson Anderson Associates, Inc., is incorporated herein. G. The Otsego Planning Commission held a public hearing at their regular meeting on 7 August 2006 to consider the application, preceded by published and mailed notice; upon review of the application, and other evidence, the public hearing was closed and the Planning Commission recommended by a 6-0 vote that the City Council approve the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the requested application is hereby APPROVED, SUBJECT TO THE FOLLOWING CONDITIONS: 1. Wright County shall prepare a site plan based upon a certificate of survey illustrating the information required by Section 20-4 -4 of the Zoning Ordinance, subject to approval of City staff. 2. The salt storage building is subject to the material and construction requirements of Section 20- 17-4.B of the Zoning Ordinance, subject to review by the Planning Commission and approval of the City Council. 3. The location of proposed coniferous trees in double rows not more than 25 feet on center to the north, east and south of the proposed buildings and outdoor storage area shall be illustrated upon the certificate of survey /site plan subject to approval of City staff. 2 4. Outdoor material storage piles shall be located between the principal building and salt storage building or to the north of the salt storage building at the northwest comer of the site. The outdoor storage area shall comply with the conditions of Section 20- 86 -7.D of the Zoning Ordnance, subject to approval by City staff. 5. The location of 16 parking stalls on the subject site meeting the dimension, surface and curb requirements of the Zoning Ordinance shall be illustrated upon the certificate of survey /site plan, subject to approval of City staff. A minimum of eight off - street parking stalls shall be constructed upon the subject site provided that Wright County enter into an agreement allowing that the City Council may require construction of off - street parking stalls as required by Section 21 of the Zoning Ordinance upon a determination by the City Council that the additional stalls are required to meet on -site demand and prevent congestion in the public street. 6. The width of the driveway access to 71 Street is limited to 24 feet wide unless otherwise approved by the City Engineer to accommodate truck timing movements. 7. All light fixtures shall comply with the requirements of Section 20 -16-10 of the Zoning Ordinance, subject to approval by City staff. 8. All signs shall conform to Chapter 37 of the Zoning Ordinance and require issuance of a sign permit prior to placement on the subject site. 9. All trash containers are to be stored within the principal building or an exterior endosure as allowed by Section 20-16-15.B.3 of the Zoning Ordinance, subject to approval of City staff. 10. Connection to municipal utilities shall be required if the City Council approves a public improvement project prior to issuance of a certificate of occupancy. All utility issues are subject to review and approval of the City Engineer. 11. Wright County shall dedicate drainage and utility easements determined necessary by the City Engineer for extension of sanitary sewer and water utilities to the Otsego 1-94 West Industrial Park. 12. All grading, drainage and erosion control issues are subject to review and approval of the City Engineer. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: 3 ADOPTED by the Otsego City Council this 14th day of August, 2006. CITY OF OTSEGO By: Larry Foumier, Mayor Attest: Judy Hudson, Zoning Administrator /City Clerk 4 Hakanson s 0 1 Zsdoecr son 3601 Thurston Avenue, Anoka, MN 55303 +r Phone: 763/427 -5860 Fax: 763/427 -0520 tnc MEMORANDUM To: Honorable Mayor and City Council cc: Mike Robertson, Administrator Judy Hudson, Clerk Dan Licht, NAC Andy MacArthur, City Attorney Steven Meyer, Wright County — Hwy Dept. Metro Land Surveying and Engineering From: Ronald J. Wagner, P.E. Date: August 1, 2006 Re: Wright County Storage, Lot 2, Block 2 of I -94 West Industrial Park 4 Addition We have reviewed the Development Application requesting a CUP for Site and Building Plan, dated 7/5/06, for the above - referenced project and would offer the following comments: 1. A site plan is required and shall depict the driveway location(s) for access to the property and the separate buildings. The site plans shall also show the required landscaping/screening for the storage shed. 2 A proposed grading plan is required. 3. City utilities are planned to connect this site to city sanitary sewer and water. Proposed future service connection locations shall be shown. A culvert under the driveway connection at 71 Street is required to maintain the existing ditch drainage. 4. Depict all drainage and utility easements, R.O.W., and lot dimensions. C:\Documents and Settings \Tami\Local Settings \Temporary Internet Files\ Content. IE5\ 854MAZGM \ot2500WrightCoStorage.doc ITEM 7_2 NAC NORTHWEST ASSOCIATED CONSULTANTS, INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231.2555 Facsimile: 763.231.2561 ptanners @nacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 8 August 2006 RE: Otsego — Gateway North Building #1 NAC FILE: 176.02 — 06.21 The Planning Commission held a public hearing on 7 August 2006 to consider the site and building plans and Preliminary /Final Plat of Gateway North 2" Addition related to construction of Building #1. Mr. David Bade of Duke Realty Corporation was present. There were no public comments. The Planning Commission had no significant questions or concerns. The Planning Commission closed the public hearing and voted 5-0 to recommend approval of the applications. The City Council is to consider the application at their meeting on 14 August 2006 at 6:30 PM. POSSIBLE ACTIONS A. Motion to approve a preliminary/final plat for Gateway North 2" Addition and site and building plans for Building #1, subject to the following conditions: 1. The development contract for the 2"d Addition shall include a provision regarding the proof -of- parking stalls allowing that the City may require their construction upon a finding by the City that there is a need effecting congestion in the public street, site access and/or public safety. 2. Trash containers shall be stored inside the building or an enclosure screened from view as required by Section 20 -16-15 of the Zoning Ordinance. 3. All signs shall conform to Chapter 37 of the Zoning Ordinance and require a permit prior to placement on the subject site. 4. All grading, drainage and erosion control issues, utility plans and easements are subject to the review and approval by City Engineer. 5. The developer shall execute a sub - agreement to the Master Development Contract to be drafted by the City Attorney and subject to their approval and record the final plat not Tess than sixty (60) days from the date of City Council approval. B. Motion to deny the application based on a finding that the request is inconsistent with the Comprehensive Plan, Zoning Ordinance and Subdivision Ordinance. C. Motion to table. c. Mike Robertson, City Administrator Judy Hudson, City ClerklZoning Administrator Andy MacArthur, City Attorney Ron Wagner, City Engineer David Bade, Duke Realty Corporation 2 CITY OF 08 -08-06 OTSEGO FINDINGS & DECISION WRIGHT COUNTY, MINNESOTA CONDITIONAL USE PERMIT APPLICANT: Wright County APPLICATION: Request for approval of a conditional use permit allowing accessory outdoor storage in an 1 -2 District and site and building plan review for a Highway Maintenance Substation. CITY COUNCIL MEETING: 14 August 2006 FINDINGS: Based upon review of the application, the recommendation of the Planning Commission, and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the property is Lot 2, Block 2 Otsego 1 -94 West Industrial Park 4 Addition, City of Otsego, County of Wright, State of Minnesota. B. The subject site is guided by the Comprehensive Plan for industrial land uses within the West Sewer District. C. The subject site is zoned 1 -2, General Industrial District. Govemment utility buildings are a permitted use in the 1 -2 District. Accessory outdoor storage is a conditional use in the 1 -2 District. D. Consideration of the conditional use permit is to be based upon (but not limited to) the criteria set forth by Section 20 -4-2.F of the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the official City Comprehensive Plan. Finding: The Comprehensive Plan guides the subject site for industrial uses within the west sewer district. Subject to applicable performance standards governing the proposed use, the application is consistent with the direction of the Comprehensive Plan regarding general land use and public facilities to support existing and planned infrastructure. 2. The proposed use's compatibility with present and future land uses of the area. Finding: The proposed use will be compatible with the following existing/planned land uses surrounding the subject site: Direction Land Use Plan Zoning Map Existing Use North Industrial A -1 District Agriculture East Industrial 1 -2 District Undeveloped South Industrial 1 -2 District Undeveloped West Industrial 1 -2 District Contractor yard 3. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). 1 Finding: Development of the subject site will be required to conform to all applicable performance standards. 4. The proposed use's effect upon the area in which it is proposed. Finding: The proposed use represents further buildout of the Otsego 1 -94 West Industrial Park with a use that will utilize available City infrastructure and support on- going development within the City and surrounding region. 5. The proposed use's impact upon property values of the area in which it is proposed. Finding: Although no study has been completed, the proposed use is not anticipated to negatively impact area property values. 6. Traffic generation by the proposed use in relation to the capabilities of streets serving the property. Finding: The traffic generated by the proposed use can be accommodated by streets accessing the subject site. 7. The proposed use's impact upon existing public services and facilities including parks, schools, streets, and utilities and its potential to overburden the City =s service capacity. Finding: The proposed use is not anticipated to have a negative impact to the Cily's service capacity. E. The planning report dated 2 August 2006 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. F. The memorandum dated 1 August 2006 prepared by the City Engineer, Hakanson Anderson Associates, Inc., is incorporated herein. G. The Otsego Planning Commission held a public hearing at their regular meeting on 7 August 2006 to consider the application, preceded by published and mailed notice; upon review of the application, and other evidence, the public hearing was dosed and the Planning Commission recommended by a 6-0 vote that the City Council approve the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the requested application is hereby APPROVED, SUBJECT TO THE FOLLOWING CONDITIONS: 1. Wright County shall prepare a site plan based upon a certificate of survey illustrating the information required by Section 20-4-4 of the Zoning Ordinance, subject to approval of City staff. 2. The salt storage building is subject to the material and construction requirements of Section 20- 17-4.B of the Zoning Ordinance, subject to review by the Planning Commission and approval of the City Council. 3. The location of proposed coniferous trees in double rows not more than 25 feet on center to the north, east and south of the proposed buildings and outdoor storage area shall be illustrated upon the certificate of survey /site plan subject to approval of City staff. 2 4. Outdoor material storage piles shall be located between the principal building and salt storage building or to the north of the salt storage building at the northwest comer of the site. The outdoor storage area shall comply with the conditions of Section 20- 86-7.D of the Zoning Ordnance, subject to approval by City staff. 5. The location of 16 parking stalls on the subject site meeting the dimension, surface and curb requirements of the Zoning Ordinance shall be illustrated upon the certificate of survey /site plan, subject to approval of City staff. A minimum of eight off - street parking stalls shall be constructed upon the subject site provided that Wright County enter into an agreement allowing that the City Council may require construction of off - street parking stalls as required by Section 21 of the Zoning Ordinance upon a determination by the City Council that the additional stalls are required to meet on -site demand and prevent congestion in the public street. 6. The width of the driveway access to 71s Street is limited to 24 feet wide unless otherwise approved by the City Engineer to accommodate truck turning movements. 7. All light fixtures shall comply with the requirements of Section 20 -16-10 of the Zoning Ordinance, subject to approval by City staff. 8. All signs shall conform to Chapter 37 of the Zoning Ordinance and require issuance of a sign permit prior to placement on the subject site. 9. All trash containers are to be stored within the principal building or an exterior endosure as allowed by Section 20- 16- 15.B.3 of the Zoning Ordinance, subject to approval of City staff. 10. Connection to municipal utilities shall be required if the City Council approves a public improvement project prior to issuance of a certificate of occupancy. All utility issues are subject to review and approval of the City Engineer. 11. Wright County shall dedicate drainage and utility easements determined necessary by the City Engineer for extension of sanitary sewer and water utilities to the Otsego 1 -94 West Industrial Park. 12. All grading, drainage and erosion control issues are subject to review and approval of the City Engineer. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: 3 ADOPTED by the Otsego City Council this 14th day of August, 2006. CITY OF OTSEGO By: Larry Foumier, Mayor Attest: Judy Hudson, Zoning Administrator /City Clerk 4 Hdkclnst�n MN 55303 iA 1�ncfel SUCI 3601 Thurston Avenue, Anoka, SSQC.,InC Phone: 763/427 -5860 Fax: 763/427 -0520 0 MEMORANDUM To: Honorable Mayor and City Council cc: Mike Robertson, Administrator Judy Hudson, Clerk Dan Licht, NAC Andy MacArthur, City Attorney David Bade, Duke Reality L.P. Jay Hill, P.E. Schoell Madson Sara Marlow, Walsh Bishop Associates, Inc. From: Brent M. Larson, E.I.T. Date: August 3, 2006 Re: Gateway North 2 Addition — Lot 1, Block 1 We have reviewed the Final Plat, Grading, and Utility Plans, dated 7/17/06, for Building #1 located in Outlot F of Gateway North. Preliminary and Final plans for Gateway North have not been accepted at this time. The Gateway North Final Plat and development plans must be approved prior to the acceptance of Gateway North 2 Addition. With this in consideration we would offer the following comments: Final Plat 1. The locations of the sanitary sewer and watermain being stubbed to this property have been revised. The stubs being provided by the Queens Avenue Improvement project have been move approximately 70' to the north. The easement covering these utilities must be revised. (Schoell Madson is to be provided the latest utility information associated with the Queens Avenue Improvement project.) 2. Remove the wetland identified within the plat. This wetland will no longer exist with the proposed site development. 3. The utilities being constructed beyond the plat boundaries require additional drainage and utility easement to cover them. The pavement along the north boundary also extends beyond the plat line. The fmal plat for the Gateway North 1 Addition was required to have drainage and utility easement placed over the entire Outlot F and would satisfy this requirement but a revise Gateway North 1st Addition plat has not been submitted to the city engineer's office depicting this revision. 4. The right -of -way shall be rounded at the intersection of Queens Avenue and 60 Street. C:\Documents and Settings \Tami\Local Settings \Temporary Internet Files\ Content. IE5 \LEVPLXGP \ot2500GWN2ndRVW1.doc Development Plans Title Sheet 1. A signature line for Ronald J. Wagner, P.E. City Engineer is required. Existing Conditions 1. The 2 Addition boundary lines shall be depicted. Boundary lines shall include bearings, distances, and curve data. (Section 21- 6- 2.B.1) 2. Identify adjacent land boundary lines and zoning. (Section 21- 6- 2.B.2) 3. A total acreage of the proposed plat is also required. (Section 21- 6- 2.B.3) 4. Show the locations, names, and widths of existing streets. The existing 60 Street width and cul- de -sac is not shown correctly. (Section 21- 6- 2.B.4) 5. The location, size, and elevations of existing sewers, watermain, culverts, and other underground facilities within 150' shall be depicted. (Section 21- 6- 2.B.5) 6. The mass grading plan for Gateway North depicts 3 temporary sedimentation basins in the northwest, southwest, and southeast corners of the proposed site. The grading of the entire site is in progress at this time. Verify that these sedimentation basins are in place or will be in place before the 2 Addition Building #1 site is complete. Site Plan 1. Depict the proposed location(s) for storage of trash containers. Grading & Storm Sewer Plan 1. Soil Borings locations shall be depicted on the grading plans. 2. Grading along the west edge of the plat shall be coordinated with the MnDOT Hwy 101 project. 3. It appears that the proposed gutter elevations and grades at the intersection of Queens Avenue and 60 Street shall agree with the Queens Avenue Improvement plans. (Schoell Madson is to be provided the street and intersection information associated with the Queens Avenue Improvement project.) Please verify that the proposed grades work with the Queens Avenue project. 4. It appears the gutter elevations of 943.7 around the small island along the north side of building #1 are in error. Please verify and revise. Hakanson Anderson C:\Documents and Settings \Tami\Local Settings \Temporary Internet AssOC.,Inc. Files\ Content .IE5\LEVPLXGP \ot2500GWN2ndRV W 1.doc 5. B1212 curb and gutter is being called out around the southeast radius of the loading area parking lot. Please verify that this is correct. 6. The curb and gutter shall be sumped 2" from the flow line at each catch basin. Please revise the rim elevations. 7. Provide a minimum of 0.8- diameter points fall (0.2' per 3" pipe size increase) across all storm sewer manholes when pipe size increases. Many of the storm sewer inverts need revising. 8. A minimum 2' of cover over storm sewer pipe in traffic areas is required. The cover over the 21" pipe at CB 121 is approximately 1.45'. Please revise. 9. CBMH 110 does not have a pipe to the east. Remove the east invert information from CBMH 110. 10. The east invert at CBMH 109, CBMH 108, CBMH 107, and CBMH 106 do not agree with the stub inverts and pipe grades. Please revise. 11. The north and south inverts of CBMH 107 and CBMH 106 are mislabeled. The inverts should be lowered 10'. 12. A 10:1 bench is require below the normal water level. The contours for Pond 2 do not agree with the Gateway North hydrology report's storage areas. Please verify and revise. Utility Plan 1. Depict the storm sewer in a lighter background shade to help identify all crossings and potential conflicts. 2. The locations of the sanitary sewer and watermain being stubbed to this property have been revised. The stubs being provided by the Queens Avenue Improvement project have been move approximately 70' to the north. The invert of the 8" sanitary sewer stub at the property line is 930.72. Please revise the plans to reflect this change. (Schoell Madson is to be provided the latest utility information associated with the Queens Avenue Improvement project.) 3. Depict the 12" butterfly valve that is to be installed with the Queens Avenue Improvement project on the north side of the tee at 60 Street cul -de -sac. 4. An additional valve is needed on the south side of the 12"x12" Tee in the northwest corner of the plat. 5. The 90 bend in the northeast corner of the plat shall be made by using two 45 bends. 6. The northern hydrant along the west parking lot conflicts with the storm sewer at the crossing. A minimum of 24" of vertical separation, or 12" of vertical separation with insulation is required between the watermain and storm sewer. alg Hakanson Anderson C:\Documents and Settings \Tami\Local Settings \Temporary Internet As$OC Files\ Content .IE5\LEVPLXGP \ot2500GWN2ndRV W 1.doc 7. A pipe bedding detail is required. Hakanson Anderson C:\Documents and Settin s \Tami\Local Settin s \Tem or Internet ASSOC. Inc. g g P �' Files\ Content .IE5\LEVPLXGP \ot2500GWN2ndRV W 1.doc ITEM 7_3 NAC NORTHWEST ASSOCIATED CONSULTANTS, INC, 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231 .2555 Facsimile: 763.231.2561 planners @nacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 8 August 2006 RE: Otsego — Davis Mississippi Cove; Revised Final Plat NAC FILE: 176.02 — 04.08 The City Council approved a final plat for Davis Mississippi Cove on 26 June 2006. Approval of the final plat was contingent upon resolution of a title defect through a quiet title action. The title issue occurs along the boundaries of the Davis and Adamski properties. Wright County will not record the final plat until this quiet title action is complete. As such, the developer has submitted a revise documents that would divide the initial final plat into two separate additions. The areas east of the title issue including the Grotte and Lenz properties would be the first addition including 9 single family lots (including the existing Grotte and Lenz homes) and 10 outlots. The proposed second addition includes the area of the Title issue would include 24 single family lots and outlots to be recorded pending the quiet title action. City staff recommends approval of the revised final plats subject to the conditions set forth below. POSSIBLE ACTIONS A. Motion to approve the 1 and 2" Additions of Davis Mississippi Cove subject to the following conditions: 1. Outlot A of the first addition is revised to separate future common open space from the parcel included within the Adamski property for street access to 96 Street. 2. The applicant shall submit to the City a Letter of Undertaking agreeing to initiate and diligently follow through with a Quiet Title Action to address the minor gap in the 2" Addition Final Plat as identified by applicant's Title Company. Any lot affected by this minor gap shall not be conveyed until the title problem has been resolved and no public improvement, right of way or easement affected shall be accepted by the City until such time as the matter is resolved to the City's satisfaction and the 2" Addition Final Plat is recorded with Wright County. This condition shall be included in the Developer's Agreement for the Plat and the City will require additional security to insure that Quiet Title Action is completed. 3. All construction plans, grading plans and utility issues are subject to review and approval of the City Engineer. 4. The developer shall execute a development agreement with the City for the 1 and 2" Additions, subject to approval by the City Attorney. B. Motion to direct City staff to draft findings to deny the application based on a finding that the request is inconsistent with the Comprehensive Plan, Zoning Ordinance and Subdivision Ordinance to be considered at the next possible City Council meeting. C. Motion to table. c. Mike Robertson Judy Hudson Andy MacArthur Ron Wagner Scott Dahlke 2 CITY OF 08 -08 -06 OTSEGO FINDINGS & DECISION WRIGHT COUNTY, MINNESOTA FINAL PLAT APPLICANT: Mississippi 39, LLC APPLICATION: Request for approval of Final Plat and 2 Addition Final Plat for a proposed rural cluster development to be known as 'Davis Mississippi Cove ". CITY COUNCIL MEETING: 14 August 2006 FINDINGS: Based upon review of the application, the recommendation of the Planning Commission, and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the property is described by Exhibit A. B. The subject site is guided by the Comprehensive Plan for rural residential land uses within the Rural Residential Preserve Area. C. The subject site is zoned R -C, Residential Rural Open Space Cluster District. D. The applicant is requesting concurrent approval of 9 single family lots and 10 outlots within the first final plat and 24 single family Tots and 6 outlots within the 2" Addition Final Plat. E. The memorandum dated 8 August 2006 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. F. The engineering review dated prepared by the City Engineer, Hakanson Anderson Associates, Inc., is incorporated herein. DECISION: Based on the foregoing information and applicable ordinances, the requested final plat of Davis Mississippi Cove is hereby APPROVED, subject to the following conditions: 1. Outlot A is revised to separate future common open space from the parcel included within the Adamski property for street access to 96 Street. 2. The applicant shall submit to the City a Letter of Undertaking agreeing to initiate and diligently follow through with a Quiet Title Action to address the minor gap in the 2n Addition Final Plat as identified by applicant's Title Company. Any lot affected by this minor gap shall not be conveyed until the title problem has been resolved and no public improvement, right of way or easement affected shall be accepted by the City until such time as the matter is resolved to the City's satisfaction and the 2 Addition Final Plat is recorded with Wright County. This condition shall be included in the Developer's Agreement for the Plat and the City will require additional security to insure that Quiet Title Action is completed. 3. All construction plans, grading plans and utility issues are subject to review and approval of the City Engineer. 1 4. The developer shall execute a development agreement with the City, subject to approval by the City Attorney. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the Otsego City Council this 14th day of August, 2006. CITY OF OTSEGO By: Larry Foumier, Mayor Attest: Judy Hudson, City Clerk/Zoning Administrator 2 DAVIS MISSISSIPPI COVE _ KNOW ALL MEN BY THESE PRESENTS MMM*sbp 80. LLC. •Mnwsae 18MW Welty Caron* to awnr N.a anon the nos* b.a.essdadMad a OAV*MMf1.17COIB aq aaeayaar sot MOE. *as pudee. 1d8e.relew Cormnady Bark *MmnotaBWOn0 C819x.6e8, rnoamess. d the blaO *Oaabad po9sty paaauafaae.rbthomlaea.a wmesiawnaarshoo onM plM for moon. me tin moose r* (W purFosis orgy. Nbal.d In b Cony of IN "M, SOO of O nn.ots, loot bW isuwhv .lob MORRO E9, LLC. Or meal tole paneo to to stoat by Its proper dhow this day of ABSTRACT PROPERTY: 20 The East 71 eV* Southend Quota of tnSMIm8 *ado ofSolon 10. Tone* 121, IQial 25, Wright County, Mltn sga aop Me tWat 89Cds of sod Eat 54dbs Southend Qnlr at*RO OM Gush. ALSO: MOM J. Leer, CHO Ma*ga MI thst portal OoannMt Lot 2 of Solon 10. 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Lot R.raa0le prat doled Aupuet 1e, 10BB, ass hereunto al lee Ion I of VAA Cott Woo No.08,Me Into old Eaaaatlobs adededbMeMassellons tha*'A end* OW Old Me NM9 et*dlMidt Cary NywNy No. M. Plod 2: TORO* 00 bet of Lott, Bork 1, elnars*dMR aoo0rdop tMe plat Me*ef on M rof roo0rd In the onto GM Cony RSuOdsr, Wry10 Canty, Wa*.ala. . John F. tore. Teas. • TOborsdayMof ode 1, arNptMe aathafy haalry N method byMdIdelIaldnW89 set es tb — Toone Coo No. 0842,24e0. The tawdry Bead Parcel 2ao rafted befuelleld lendnru 0apraaart b Tams • Ono No. Cl22'2410 TAYLOR LAND SURVEYORS, INC. .. w eA4ue, 8111101]974 - . ..� SHEET I OF a SHEETS DAVIS MISSISSIPPI COVE • STATE OF Tares Feld for r Pogo avovphYew and eardarinbred t s day s a7 COUNTY OF The forgoes Instrument vise aclmowMmd below me tae day or 700 • by John F. Leek Tnrr ofJOtn F. Loa R voaElaovadated August 10.1000. • Wright Canty A akor • 1 hanbywalk that tans payable le the year on hinds Weil drafod as paid this days 2 Notary Palo, Canty, IBerhacta • • 1 hereby ow Bet I hew Nar),d and plated to properly &embed In the dNora cites plat as DAVIS OpIMSIPSI COVm, that MhVlht Casty Tramming this plat la aimed Nprepihlebn of saki suuey, tit r&Wroes ere aaet* sham on the Nair Net and hundredths are foot Met • _ r maarrd Ew s a been =NO placed Who armadas shorn, Well be plena es ls0rrad by re s hat l goan W Me This pWywsnoormWaW W approval this day s ,dO Wide au dory Ms w CO M * designated en M pit and tr1 thre are no eel lards. as derma In 118 006.O2, Stint 1. Nimble hpoys b badaepoisd other then es ahem. . Wr[grt County ItplheaV 6pnssr • • Doa6 V. Taylor, Lard Surveyor 1 hereby oat* that Nis suehroantems fled in the o#oe or the Cdry Remoter tor Read nits_ day of ►Scrota flare No 18788 20_, IA dtldr In and was SuV aaorddr No. .Document STATE OF MINNESOTA COUNTY OF N0. • • • T eION0002 davayals CrWkrs wr0dmraledped bablemle MR_dyd .70 y DrWIV. • T. Lars 6ravdy r, aeneeeta doses NO. 16233 .. • Mahe Coe* Reconkt • Nolryt♦r6aq County, Niaege Certificate Number raerdad h Book dCrt Pap s1.t Yy Commission &paw Ilheney ow* Nettie Insbumarawas Ned In au oaks of Raywaci Tiles fa raced antis _day of TNe Misdrlppl Cols vas approved en accepted by the y Council deo Cy or OtgOg e6ramscW at•motel 700Jn et o'dak _ Jn. ad was duly rebadd I Cabot , aerie . SN. PUN Wallas day s .70 r Document Number • WM CyA6.* t • • ed and for approval this Aayor 70 Err r orm Ratiserof Tan wdptaCaaay, Yenaaaa • • • Wight Cany&aveyor • • • • • • TAYLOR 14ND SUURVZ4'D .IA . ' _ NWT t Cra JKFra e , e . 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N . —_ .• ,e0h _ ---- - —r.b.9 _ sc ,... • 1 LItly- "•;;;.•''' 3 . --....,;...., -:' 41 X 3 - . , 1 3 ...1 ...--.1 .....-- • , ,,.,2 AO • / ...----/- ' E .k.— — . ,,,,, . .0,-- -/-r- • ,---- , < to s 0 .0.,...r ----. "*--- ' 1 1... LA . Mla 0001! WU . ..,.. 3 •4 11 4.4...„ -. 42- , ,,.....4.2105 0 • .84 -1.0. "..:,1 111 CI .L '' g Z° ' -1 *" 9P' ' is to ...I... ,...._3.14.GGVI .- ,. A . -- --- - . - • .---- ..-- • ' r---- OUTLOT B g ; '°��"' ��• -�::� DAVIS DAVIS MISSISSIPPI COVE OUTLOT C `` / ff V,--• �� OUTLOT E W 7 .. • N a T S a i aIY rra• Z f • -_ LtYµ a N ro ■ • R_ 1•amnr !,-33.1_,23 - � - y • BI r.l -- `� N s w.pas.:2 ,3•3_1_•_ - - - �1aaa. . . ```�� ry , ■ n.r20• II• Ii _ -4§,s7... I n OUTLOT F + , ;, .(- m FM nano aA [ .. 602 * Q37 �• ' LV12.� : R � `r lyb _ q y by l lz_ , (PLw Rt1n W` / -1 ORION0xAlO..rsi sTfl R te ' • wg A ' * n ~ o Sao 700 300 1\� .L N �� - � \ ,S y 0 I r : `.. 3• \ SCALE : T 41C14 100 FEET OUTLOT I �• �� + ;J � < , r . k 4• - ;� \ I• ` r roa s won 7471471017 ra.m Is ,!, N. \ . .., a s b W / 1 _ �' O OIrvR3: r? xw x ,. aar MN wnAarzwr ttr N A • !• 1. \� p ! 4 1 � /,_ . ' MM a nas M o.4 ao0Ym A1IS 1san 'T''' , r \ TA •. •e r;:. :::. i ; . N I • ) ® mw]ES 1/2 v.. x r. 'mote tar Jgwa[Nr srr OUTLOT J (o, s us. \ � �� \a ry �� ; W, `° ga g. 58 SEJr: Y NA ECORONIC 117.11 10 11 x Of 1/45 A Ar SO" 4,74. r0 ( L \9 `$ ‘,11\ ,1,1S. � ,„17,1111. pp 0 ARMS' Aa rsa o pa, mMCVr q ® OEM=: mL6w.eNr cnal[e rum y M 11E 6 0Wi LOl ♦ -- -- -_ POW A - a 1 I •. 00 4 238. / • MG90'M� / / 'Y• EEAROVG QPffNTA NOV : C M L.6 6 ME 54 1/4 p ME 4w 1/4 1 - Axo IlalA r 4r na e.sr ewe or AL stlVAGSr awwrm or lime NORM S) OU ' p i 1. TLOT a A� a rte, A wE I , ( � ; A ,- EAST. X k I k :,,,4 - ' 42 - '0 1 w A' • I ,� s FE OENdiAARK ELEV,INON 90120 INGV.G. 7929) P. ! -_-_•0-.7.12114 * _ 71x7 3 •.. er N ,i O ar[ l.w x •e 9.E SOUS/ - SACS OF A lr' r(ACASSAR, ;RCS: • $ 4 i I I .' •3' ` N - -w w _� 'y.. N 8 j 2 R y + r EP T rs ACwm AAV xs 45sr or ne mrer[sr maven _ tr C W rtorz sEC rra• re 421 g` X7 34 - w - 42r34. ry / ' 6 w j , • Wnon .woF MEAL nww /sa � i I •u aro W ua�—_ . z ds a 'uW W s I,4 33 I...- � 8 0 j b =01mE y w - - Vicinity Mw • y 3 m © mon 431 � OU?'LQ?' H 'B2'34. w `J m0 ®O a4 w 3343° /7 - - - N 01!1 . w 1 0NEE111 l O � � ® c a ° tl a 33 • ` DI 84•4/ • . ean/s ` 7 0 ; be °°. . • M I1a* 4x CROW 4222l - 5, *IIS L A ^! t % Fail. 17 W 1 71 .....0 121. Rmm 23 1 1 t - B a } - ` 7 �: ...,, x .r: t r t V 1 2 b ••:: v3 11 5445.65 rao4a1i.rmoosos me room not I ; 1 � I L . ; _ - earstem444M1443850TlM OT 44141. 50.443.00.0 L uolmoot000floloon■ ocoommarrAero vat 455454.54 win. 33 33. - y .. kacv _ TAYLOR LIND SURVEYORS, DC 1 DAVIS MISSISSIPPI COVE SECOND ADDITION • IOgWALL INN BY THESE PRESENTS: That MWaepp a. U. • IAMaeMa L52 d LabEy Canary. lssmew STATE OF and RivatAse Cam WA a MWmaoh MAID Co oratlm, mdlgges. se as tlayep *salted piapwt' COUNTY OF ranked In MN Canny aWaft, Slab awnosae, b wt The areas lnebnNnl was admade pad MSksme(Ns dyed 2110 . by New Adam* and Jam E AdwaN, husband and via 1 Owwannl Lot and Me WA TN of the Sadlwael Our* aldu Northam Conn a Sedan 10. Township 121, I Renee 23, WW2 County, Minnesola. I . Also that Any L Mani! red Jun E Adamgtl, hoard ad vela, to wasps seas taming chatted POP" eWabd N as Coady of MA. Sate of Minnesota b at Nobly PLUM Cory, Nanea019 The Visa 8 rods a the East Xaas BaairaM GUMMY a the elalrsr OUrKaledbn lM, Tana* 121, Rrpa 23, What Camy, Mesaaote. I booby/nay PO I have wvlS0 and MOMS dm meaty a cebed In as dedication adds pet as DAVIS MISSIUIPPI COVE SECOND ABOMON, Meta* plat N a=not apnwl**of sad army, Mal aaaiNn we candy Mown at the plat o kw ALSO: and h arseMa• foot Ma all moans* ham been comely Mood In as ground es shwa oral M plead as required by are lean norms unitl3as AA. boundary Ines amaaeayaleatea an yr pet adt*t Mee we nowt ands, as Wired in . That ma of Oosamentta 2 of Sadea 111, Tuneable 121, Rape 2E Mott County, MNasea *abed s Mow a8 50602, am 1, arpubic hpsys To s daspaad raw Man as shone. Bed ynninp Nth saiaat arm, aGovernment LIE Arne sae and sap as midi area seed W 2, • Adage of 630Iet Iwo meth and parallel bbnull* of rid Latta Samoa a2601eet asmeaa1rd prUd bas • south as of aid Lot adlAnm of WNW than nOlb and peal* b ths ned D of mid to 2 bow yaw mark of as Llseaeppl War, Mena melody mafiosi the low vanesak seasMaMpp RMr basaa IN aced MAE Dumb V. T*r, Land Surveyor Yana south and dons the vast Me anal 2 to pre path of WOAD WMseua Lionel No. 16233 . Nam mused as sea lobe summed end paled as DAVIS NISSISSIPPI COVE SECOND maraca and 0e hereby daub end STATE OF MINNESOTA Wawa baspr5MO for public use tmsrthe Ihomtsbarse Ind the redrew *a Morn on des pWtr dare* and id y COUNTY OP purposes and *Map PAN* ay. TMtesesp Sawyer" Catania was aaknoatadsedWont alas aye .20 by Dennis V. Taw, lad Summer, Mlnweaa llama No. 15223 In *uses "Awe& mid Mheisopp22,LLC. Ise cam* aasssmesas* be .pod by Its Apaaliarthis dyed 24_. _ _- ---'. - - - -- -- — I IESISSIPM a, 1.10 —^ Nary Ptak. Cady. teawois IN Commis* Eaten The Mist oDAV1e M1SNpWM COVE 1!00162',caro ',carom e appaed bed aoopad by as Cl' Cam. a Megy aOaapm, Whoa J. Lauer, CNMarwasr Minnesota a e swap add Ma ay e ' .20 . STATE OF COUNTY OF mew ClyAdmHe5aa . TM mesa's YWwas r r w a d u l M A I pad beWSda ay a 20 Mich* J. 4w a. am monyor brumb la,. LLC, s tfanMaa L aird UAW Canpra an MIMIaas mammy. Eookwd and raaamrded for awry* Ws Aye 20_ Nobly Pao, County. lanneeota WAIN CONiy Surveyor My Canaaa km 1.a ssyaMedAtRMmyaw 4wpewslobsaao annul apapa rtles TasespllMred aM trrereesreBale aeya 20 Also dyed_ an0 . Rhw+dwOrmmlq Bra INAWCo ny I IMrsby Nay lmaaespayaae In as year on ands amen dssabed are paid Ala dyed M E Kuhns, Chief Credit OBw . WM STATE OF COUNTY OF - WIST2 Cagy Tearaa TheN.p kaawd a * awas' --- pled lore are W s aye - t 200 010 05106.004155 CI*CAN OBOer Community Bak 5liaaNabs a Bap Caporal*, an bMWaSNmpail* laa Manes raowasead ter approve* Ws ay e 20 MA Coop NAM* FJpsww Wary NW Cort%Mewasca My Comaisebn Enamor I Mop any Mat Me MUwd woad In asoAr alas Cagy Raw* forward gn Ws dry of Aso In teases whatnot Al Jay L Adam and Jam E AdsmW husband aide's, has can* Sam prams be ebred 20.___. a m44 r5. ad was Ay recorded 1Ca* Ned . Douro* I b A Meer OM dyed .2n_. ' inn a Mimi Aaaraed aft L Adwedd — --- MIA CAW Raeordr ?4)WR L4ND sURvsIORa9 tt ;vlrxsuu0. wt3Ds0r. • ' y ' anarr/ OF 3 !NEM: DAVIS MISSISSIPPI COVE SECOND ADDITION •... - ,a° xAx r eam ci neni (KR MIA LOP) yER _� -�• 7.70 RI �- h r t _ a x enrsr c -- S I m 'n• a efa» " ' ' ;1 s i r - _�_ 'la a , ux _ 0 00 0 0000 cR is M FEET 0 100 200 300 .... a o. )3 :' l.o °�a .. »W. ' £ SCALE : 1 INCH 100 FEET 'r E � ®J _ N N' 7 • Saa10'E5: asi 11001147.117 717.1067 eor e s xn w ,...x, me s O 0•10713: r/~ NOY X 74 NOV New row arr SCr »ruw 81'Z _ _ _ r N 7 W P 1 \ - WMAPUSSCCW • - - -- 219.3 - 2 < 8 .87 • OOMIT5, IT NM X II NMI 101 10407N7 sir fl . / /• \\ 1 - _ 5 MM A RAMC CAP WNW IRS 152.7.1 70 I • / ,\ 1 // , 1 Cr x005 IIAr art :bat OF PC 11 ,C / / \ \,1. 81 ,, 7 / \ OUTLOT B , ' \ \, 1 ^ 3/ O afnrrs: n U 069 20027.1 a K' /� j \S 7 ' � i ) «H'2 B 8� / y p • ® mows : CvWwrwr C)000 FaAw + tV'. `►a.+• � I y i / /` t 006.077 A. 9 a a r AM E. AK AU a91NM••A5• _ .. : •$. s s y 6 \ \ � \�v1 - J '.I� / 44 9 § 1167.7771.917110771 w ry / \? JJ, �- : 5 / .1" A l 250 ` .' v t • D �`" REET s. 9 BEARING OMENTAII N o ; / ',, f 7 � i ' . � , rti ` .I eY .: i7 ` \ 4.21. y r xAMMx x e°r i i A °°I°°Bx7r ro iw , ° ([ r e .ls 01 5 "uSaP .. ,. M1� a'� • ``. 3 ,\ :,/ .,.:#• ..0.\' .\ \ 7 000 CEL'ARS S2 Aaw 5ESL SexoW.t ' Yf5•I. 6 • j ' °�' °" 1 ••` , ... 2E. NAOIRM EYEMBON = 90I.20 M4v-0. 1929) ` I �/ / .. 19 ; _, ` \ 000172 HE 7001 w ME SWUM FACE O A 91• 000I[Sr Cw 0El7rr ME ' - MAI I71.7 WWII WWII NV Mr SESI OF TIE 5W5M00101777 00101777 . , - / s ls7 -•v_t / ` , '\t 001/7 r WI P e E 9EC50r - ll,�,, • 0 C' N3. 1 / 230.00' - =�. / -- N 93'27'1' W ��.3• tAM r+3.[ 5 ;, r �;9 ---I )\er=9 27 ,35 - -1• a+4 ` . u•x xnAxa a Nt w ' I) 1 3 i '0 SEaxe 0001 8 k S P 1 I 1 I x +I • e mrre x» s S y r m � $� a � 6 6 - ▪ 5 � \ � \ ,' ea MM a 20 B � IB+2•. 4\ _ N 9 9'20'32 W 1 •k I z •. •4' . -5 e»aare -00n,• Es Es R 5 N 9052'20• w • -- . _ � , i - -- 3 475. 63 --- - -1 1 W? 2.ae -- -1• . 0 ' �'\ x ow. ,.. i - - iw.9a -_;_ ` �' r. P I 1 1 ? 1 \)^ \ .,. • t ‘ ^ _ ` ,,,,.m�ss 6 weu., e w1 0000 dq 1 1 \\\. 3 L . c 1 . p" .2 3 3..W aii I / \\ \ � ��11 6 » 1 •.e 4 1 �N• 8 . % 8 ' r • 2 dl.p� i ��- 'G ' i '( 1' vv 1 R - r \ \\ It /R8 ' -7 • \ / 2 • i// .69 � � _ x _ ,I l \\ /' ,,/ / v i' �. i • y � 4 � / ' •s°\ 'e�Q 213 (� �. W.A `{b a• »w'. ) B. e3 y , l gyt2 3.9 ->r, / , - + I 01/ a 4, \ ;\ ry , .i \ - I ' Y - "< e.n ..n , R • R "'°' rr vI.• - "` 31P � \ \ 4:•.....• ss h ~ / \ a... :. •4.' x g t v - 6 .. .\ � \ V. ∎ s /-/ . E < 3 I « <.r R r � s ' zP s..ew� ,a ...1 , a te.mnq m. Raw v Y mo d` \ ,j ' ;4i r c ' 1 ' \\ 3 \ / ::>:14t‘e, 27. y Bp O0 6 v +Sy . ' i 70i, t ab \ \ : \ r?. �. \ a naao• i • 1 kn .. i : 4 �� t9 0 m g 's75^ 02/06,02.3 Weer/ w•®xxWw9rw,WW w d ; 11: - \ / OUTLBT A \ a� ti'�'' I y a,p,�,' o o • /.e^ ...7:14: 113. 1, o + ' /l �/'" 1 C g i :.. 1.1111111 2 •y\ \ . � : 0 j ` 00• 4. a`l8: OIL . J R z i 61 � ■ � , ` •�`.' � 5i) , 01 00 # I OW ` � I� 5b, • 1 900 1 b �, . S 22E71 :_ U3.60 �y 8 s 5+ w C a� lb - S xEx» WO.nn.w.m N x w 3 • O'12'M I ' ! Sf !� I �.. .•.. ... ,.. t M Wo rowerww •mAxx.xWx•»sTxweur.NWxsWOx I a a x�Ib� • 5 99or31 E w. �. ' � �SWI B. 'N 1 1831.8 1 -_---1. ` 95th STREET N.E. N „ (COUNTY HIGHIYAY NO. 39 ) V vat • 1 e 6D�07 s�^ II L :s \ - N W _ i'ir 1 i 0 00NTY !VONWAY NO 39 00.707 006.0f -- 1 1 TT TEw,x uK a RA M; , /.3.r t,<aE ; /. 3. ,y a TAYLOR LAND SURVEYORS. IAV ��t 55nx xEa19WT0T5 xiwT] 15Me6N( 9'vi!5 REF: - - ____________ -. R-i ______- __a°zso_ r� ; _ _ r _.___ YONTIC6LLD, Y/NNb50TA. -� r --- ----------------- - -. -__ 1 HIDDEN CREEK xp p , . N • , iRAi�S , ' 577E27 2 C1` 5 SIEE1S • K DAVIS MISSISSIPPI COVE SECOND ADDITION 00 0102 0-000 PLANE . 020 (KR RNA MAO -------,— 4 • 14 - I ,..a ---1: -, ''■ -- 11 11°I ;•ch . 4 roe : --•;- --V - *0 ,),, " 1 ' - . I '• --•-0 o . ii MISSISSIPPI . .. , – ,,, la •-ii: ‘ 4 .• 5 FEET _ ,.,. HIC SCALE IN ' t Itil 1." :tg \ GRAP — EIRSIffinTi■iii , 4- /- ,..----" . • .. " ,,,,...• /7 .._,-- ------ if '°'- 14 4t■ 7' ii / / - - --- 0 100 200 300 ___,---- - ,--- . 4 .4 Is iTi.: .2 — /---- 4.A t i N . 91245'12" W ,/ / „- SCALE : 1 INCH - 100 FEET .-./ , 4 „AEI 14 ,.., 4;0;74 t .... . • , : --47.06 • 00vOIE S : WON •1041.40■7 RAM ( 4: 0.,??. '' / / l ' ..K4, - '!' - - - .t. *4 4 ; t 1 '''''''''''' : E; . ' -1; 1-- - - . ■■; . , / o DENIMS . 1/2 4400 4 lo •.341 NAV 240,44.4 SEr i IOW A PLASM CIP YAWED OLS 15233 e 0800785 : 1/724Cil IA N -- A • ON MY MOIANENI SET 13.07 — 1;:1 ' t t . •■••14. - 2 1 . 1. . 14114 A PI.ASAC CAI AVM AU WSJ 47 — ' • I S .i , s.' 7 • '.! .. t .' -4 '1 ,'..2 6 z . h o 4 2 ,: E -; / 4 E 3E7 SOW OW YEAR OF OE 44-40,421W .4 C l'? . ' k 4 e 9 / o P I , / 1 ....1 7 :.: ■ / OF NS RAE . OUTLOT B • oonms , XC,C LAIIIMIA4X ram PER ILIRRAI CASE An cl-As-zos VI 13 0 t ,,,,., ® 0040740 : omeramsr comer 700800 a f 1 :811 ` 7 A A nS4rt c . 0 " k 4 wg 0 N eon B ' I 1 SOUTH 1.1NF CC 00V1 1 . eat 1 N 8 ' • ' . .4 ' / AI 77N45,61, ..- ..-- --.11E7,11Treallili Ir60.18 / 0441.013 4 4 L 4 0 i 1140 g ASE AU MANAGE NC UMW EASEMPIIS • 7';: . 17 '. :102r 9L 7 .." Ellillill3* - , R - 3.90.00 -- -7,Z4 N 8903'47" E 300.00 2364 . g ', BEARING ORIDITAllOrk // '.2 " lc 1 ..... .l N 8.139 29 , ME SOWN LAr 0 03143/01MIENE cowl" Nom. AI 0404041 • b / OUTLOT I ' - i'• 'i• \\, agaLitz OF NOM St 8 4t. •j..„ e ., N /W03 ■ t:- .tti .. . -. EENCHMARK: 0.140440570 - 907.20 team 1929) S SI • . .., •• • ■,', . A AWL( 9 41 011 SOLIVI FACE Of A 36 00507 008600 , 4 4 9 .0 , ' ' Z•51,..= i::: l . - \ 0004865 701 WREN NIO tor irsr OF AN mown COMER ,1•1-:- or Amer um A 01' MOM. ll — — -- -- • - • , / 4, ;I/ ‘,‘, ,;!.,:.:. \ , . 1 4,- - ::: , \ t — --- ,. Xfp...7 ,..1 4 ,.,, -, , x i 1 Z ::: .,...,„4,.,,, er Q nr -., r . 61.411 . 4: . ,,' ,/ ' '' >„ qt. M 1=11; .i• , 10 SS. ' \ • */' , . \ 's g; - il C', %? • ‘„ ,(.. . 3. cA, '<f) 1 ill,' , .'. . 4 , . , UNION NM WOWS • 411 .,fV 120, rms moo r...2 20.01 Tr.' Mal \ / ' 1.vi,..» \' ,;.,,' 11 ../,' . ‘ /,...• 1 1. 15 :a \\ • • . t 1111 d 'es.. • . IN ' ce'' I ). t• /0 is \ \ vq• ,- \ \ , .:.... ''',. s. +';'w I 1 • • • , • ` 4: \ s ,',/ 12 I `‘ Swslion 17 old 111. Twee* 121. Ron. n OUTLOT A •::, 1 4 \ :- .3: ; I s t 4 ' ' 's 's: \ ‘ 4 054 ' - 1 i f.: . ...,X±4 '.. .b ..,:.: I . ..., `," •::;.1, 1-.. t := • :16 12 I gw ..14. ‘‘,/,// 1 I l3 . , < r ,:;", 4 -4 \'‘ i d:6:,. .3 V P .`%/ , ,,. ORN1,1010EMOUNOVIASSNINIZARISNONNTN.11. 1 1.1..1 .. A ..., , • / : . siy s \ \ "t As. ,1 / S • . . , . i II 1 t s_i r ) . ,...., ••••-_,,,,,„,.... ..,,,,........4,,,, . . . . ,,,..,,$,,,, „. '. _, ,., ..., ' ,\'', ',,..,..„.„ a _ Nvi.. 1 1111111011NNITINSAIDIKUNUILIOINIMIIIII1110. .• ,110102627111V20111ANOMONNOSINSULON&ASIHONNON .. 2.7 ,."4 1 1 `.■•• 22 ti ' , ' ' LNES — - le if I 1 1 1 TAYLOR LAND SUMMONS. INC. MONTICSLLO, MINNESOTA. SHEET 3073 SHEETS ITEM 0_1 SUMMARY FOR OTSEGO 1 -94 WEST INDUSTRIAL PARK SANITARY SEWER AND WATER MAIN IMPROVEMENTS Option in - Original Option Studied per Feasibility Report City Costs, Deferred Otsego 1 -94 Industrial Park Per Acre Total Project Cost Until Future Dev. 4th Addition Cost Assesment Area Assessment $622,300.00 $282,200.00 $340,100.00 26.5 Ac $12,830.00 Option #2 - Consider Extending Sewer and Water to the West to Include Brett Admixtures, Trudell Trailers, and Bauerly Companies City Costs, Deferred Otsego 1-94 Industrial Park Per Acre Total Project Cost Until Future Dev. Cost Assesment Area Assessment $697,500.00 $282,200.00 $415,300.00 51.1 Ac $8,130.00 Option #2A - Option #2 with the exception that Trudell Trailers would be assessed on a per unit basis, and the remainder of the cost of improvements would be assessed on a per acre basis City Costs, Deferred Otsego 1 -94 Industrial Park Unit Cost Assesment Per Acre Total Project Cost Until Future Dev. Cost ( Trudell Trailers) Area Assessment $697,500.00 $ 282, 200.00 $415,300.00 $41,530.00 36.1 Ac $10,350.00 Option #2B - Option #2 with the exception that Trudell Trailers would be assessed on a per unit basis equal to the acreage of the average lot size, Bauerly Companies is excluded, and the remainder of the cost of improvements would be assessed on a City Costs, Deferred Otsego 1 -94 Industrial Park Unit Cost Assesment Per Acre Total Project Cost Until Future Dev. Cost (Trudell Trailers) Area Assessment $697, 500.00 $282,200.00 $415,300.00 $46,140.00 31.1 Ac $11,870.00 Option #2C - Option #2 with the exception that Trudell Trailers would be assessed on a per unit basis equal to the largest per acre assessment. Bauerly Companies is excluded, and the remainder of the cost of improvements would be assessed on a per acre basis City Costs, Deferred - Otsego 1 -94 Industrial Paris Unit Cost Assesment Per Acre Total Project Cost Until Future Dev. Cost ( Trudell Trailers) Area Assessment $697.500.00 $282,200.00 $415,300.00 $57,500.00 31.1 Ac $11,505.00 SUMMARY FOR OTSEGO 1 -94 WEST INDUSTRIAL PARK SANITARY SEWER AND WATER MAIN IMPROVEMENTS Option #3 - Consider Extending Sewer and Water to the West to Serve Brett Admixtures, Trudell Trailers, and Bauerly Companies. This option has been revised per the request of the property owners to show the sewer line along Kadier Avenue NE and the water main along 70th Street NE (from Kadler Avenue NE to the water tower site) to be incurred as City costs. City Costs, Deferred Otsego 1 -94 Industrial Park Per Acre Total Project Cost Until Future Dev. 4th Addition Cost Assesment Area Assessment $697,500.00 $414,800.00 $282,700.00 51.1 Ac $5,530.00 Option #3A - Option #3 with the exception that Trudell Trailers would be assessed on a per unit basis, and the remainder of the cost of improvements would be assessed on a per acre basis City Costs, Deferred Otsego 1 -94 Industrial Park Unit Cost Assesment Per Acre Total Project Cost Until Future Dev. Cost (Trudell Trailers) Area Assessment $697,500.00 $414,800.00 $282,700.00 $28,270.00 36.1 Ac $7,050.00 Option #3B - Option #3 with the exception that Trudell Traders would be assessed on a per unit basis equal to the acreage of the average lot size, Bauerly Companies is exduded, and the remainder of the cost of improvements would be assessed on a per acre basis City Costs, Deferred Otsego 1 -94 Industrial Park Unit Cost Assesment Per Acre Total Project Cost Until Future Dev. Cost (Trudell Trailers) Area Assessment $697,500.00 $414,800.00 $282,700.00 $31,415.00 31.1 Ac $8,080.00 Option #3C - Option #3 with the exception that Trudell Trailers would be assessed on a per unit basis equal to the largest per acre assessment, Bauerly Companies is excluded, and the remainder of the cost of improvements would be assessed on a per City Costs, Deferred Otsego 1 -94 Industrial Park Unit Cost Assesment Per Acre Total Project Cost Until Future Dev. Cost (Trudell Trailers) Area Assessment $697,500.00 $414,800.00 $282,700.00 $39,190.00 31.1 Ac $7,830.00 —. (� - w ' 74 TI F ST . !, NI. C AI* _41131111 — 1 3 OTSdGO 1 -94 WEST — _ — -� -- — `,� — _ , INI�I�STRIAL�PARK '� \ I . WRIGHT 7: ), E -- - 1 PROPOSED SANITARY ` j HIGHWAY /// I j 2 /,/ ADMIXTURES littk ACRES 4 4.4t ACFIES TRUDBL i I / 7RALBiB I i f — N. -- ,c ) € A / c 1.7f / / a WM \_ / �` yr i 1 -� - • s h 4.11AACREB j / PROPOSED WATERMAIN /\ ) ° — , �� I / - — — 4 ,� I Aiwa 959.4 - - - ® MINNESOTA DCf ENT OF--- CI Water . 959.4 . I J 1 Cr 1 11 * --- w \ -<-. -. ,.__ __, 11. • M Q I \ '-- .,, 1 ` NI Tai - 1 7 250 0 250 500 WATERMAIN AND SANITARY SEWER SCALE IN FEET EXTENSION TO OTSEGO 1 -94 WEST EXHIBIT D INDUSTRIAL PARK 4TH ADDITION OT631 Land Projects- 2006 \OT631 \0T631— EXHIBIT 1 j N ' \ Ul W J CI u ■'�. P ,l — MIN MIZ ,4 �' ��1''' MEI S Mb _ OTS 1 -94 WEST �� __ _ �" ;,— IN o I1STRIAL�PARK � .�i I F PROPOSEDSANITARY S S _HIGHWAY /i i � ADIBfTUAES =gem DEP 2 i 7Rl1DBL //// TRAILERS 1 1=ACR6s L -- i� C - - - � .-- i. - - -- -rr. - -r-rsr— attcrci— - -- F -- - \� A (I I l -- % tat \; , - - -- ti MUMMY 1 23 j:: k44131,ES/ i _l_ . 7:::----7--- II 7 l ACREs i / PROPOSED WATERMAIN 1 \\ W . -- 959.4 k�IN i MESOTA — DEr ENT .0E— 3� C wata. 1 95B.s W 1111111111111144111111 J OC W \ .___ 4' 1 • CO 1 Q \ ■ ‘ 2 . ■ 1 H 250 0 250 500 WATERMAIN AND SANITARY SEWER - � EXTENSION TO OTSEGO 1 -94 WEST EXHIBIT , D INDUSTRIAL PARK 4TH ADDITION OT631 Land Projects- 2006 \0T631 \0T631— EXHIBIT EXHIBIT E Engineer's Opinion of Cost Sanitary Sewer and Watermain Extension to Otsego 1 -94 West Industrial Park City of Otsego KITTREDGE CROSSINGS 10TH ADDITION SEWER EXTENSION Schedule "A" - Sanitary Sewer (Extension Through Kittredge Crossings 10 Additio n1 Item Estimated Unit Lateral Total No. Description Quantity Unit Cost Cost Estimated Cost 1 8" DIP CL 52 Sanitary Sewer Pipe (10' -12' Depth) 40 LF $24.00 $800.00 $960.00 2 8" DIP CL 52 Sanitary Sewer Pipe (12' -14' Depth) 20 LF $27.00 $460.00 $540.00 3 8" DIP CL 52 Sanitary Sewer Pipe (14' -16 Depth) 20 LF $30.00 $520.00 $600.00 4 12" PVC SDR 26 Sanitary Sewer Pipe (20' -22' Depth) 185 LF $38.00 $4,070.00 $7,030.00 _ 5 12" PVC SDR 26 Sanitary Sewer Pipe (22' -24' Depth) 111 LF $41.00 $2,553.00 $4,551.00 6 12" PVC SDR 26 Sanitary Sewer Pipe (24' -26' Depth) 450 LF $43.00 $10,350.00 $19,350.00 7 12" PVC SDR 26 Sanitary Sewer Pipe (26-28' Depth) 82 LF $45.00 $1,886.00 $3,690.00 8 12" PVC SDR 26 Sanitary Sewer Pipe (28' -30' Depth) 340 LF $48.00 $0.00 $16,320.00 9 12" PVC SDR 26 Sanitary Sewer Pipe (30' -32' Depth) 113 LF $51.00 $0.00 $5,763.00 10 12" PVC SDR 26 Sanitary Sewer Pipe (32' -34' Depth) 240 LF $54.00 $0.00 $12,960.00 11 12" PVC SDR 26 Sanitary Sewer Pipe (20' -22' Depth) 65 LF $57.00 $0.00 $3,705.00 12 24" RCP CL 5 Sanitary Sewer Pipe (22' -24' Depth) 237 LF $90.00 $0.00 $21,330.00 13 24" RCP CL 5 Sanitary Sewer Pipe (24' -26' Depth) 372 _ LF $94.00 $0.00 $34,968.00 14 Standard 48" Diameter Manhole (0' -8' Depth) 7 EA $3,400.00 $23,800.00 $23,800.00 15 Standard 54" Diameter Manhole (0' -8' Depth) 1 EA $3,600.00 $3,600.00 $3,600.00 16 Extra Depth - 48" Diameter Manhole 117.5 VF $250.00 $13,250.00 $29,375.00 17 Extra Depth - 54" Diameter Manhole 17.5 VF $260.00 $2,080.00 $4,550.00 18 4" x 12" PVC SDR 26 Wye 6 EA $120.00 $480.00 $720.00 19 4" PVC SDR 26 Riser Pipe 61 VF $12.00 $126.00 $732.00 20 Drop Connection (0' -2' Depth) 4 EA $850.00 $0.00 $3,400.00 21 Extra Depth - Drop Connection (Greater than 2' Depth) 47 VF $135.00 $0.00 $6,345.00 22 Connect to Existing 1 EA $1,000.00 $1,000.00 $1,000.00 23 Silt Fence 2400 LF $2.00 $4,800.00 $4,800.00 24 Turf Establishment 5 AC $2,500.00 $12,500.00 $12,500.00 Total - Schedule "A" $82,275.00 $222,589.00 20% Overhead for Engineering, Legal and Construction Contingencies $16,455.00 $44,517.80 TOTAL PROJECT COST (KITTREDGE CROSSINGS 10TH ADD) $98,730.00 $267,106.80 EXHIBIT E Engineer's Opinion of Cost Sanitary Sewer and Watermain Extension to Otsego 1 -94 West Industrial Park City of Otsego SEWER EXTENSION TO OTSEGO 1 -94 WEST INDUSTRIAL PARK Schedule "B" - Sanitary Sewer (Through Otsego 1 -94 West Industrial Park) _ Item Estimated Unit Lateral Total No. Description Quantity Unit Cost Cost Estimated Cost 1 8" PVC SDR 35 Sanitary Sewer Pipe (8' -10' Depth) 550 LF $28.00 $15,400.00 $15,400.00 2 8" PVC SDR 35 Sanitary Sewer Pipe (10' -12' Depth) 430 LF $31.00 $13,330.00 $13,330.00 3 8" PVC SDR 35 Sanitary Sewer Pipe (12' -14' Depth) 250 LF $34.00 $8,500.00 $8,500.00 4 8" PVC SDR 35 Sanitary Sewer Pipe (14' -16' Depth) 405 LF $38.00 $15,390.00 $15,390.00 5 8" PVC SDR 35 Sanitary Sewer Pipe (16' -18' Depth) 200 LF $42.00 $8,400.00 $8,400.00 6 8" PVC SDR 35 Sanitary Sewer Pipe (18' -20' Depth) 215 LF $46.00 $9,890.00 $9,890.00 7 8" PVC SDR 35 Sanitary Sewer Pipe (20' -22' Depth) 0 LF $50.00 $0.00 $0.00 8 Standard 48" Diameter Manhole (0' -8' Depth) 6 EA $3,400.00 $20,400.00 $20,400.00 9 Extra Depth - 48" Diameter Manhole 18 VF $250.00 $4,500.00 $4,500.00 10 Drop Connection (0' -2' Depth) 0 EA $850.00 $0.00 $0.00 11 Extra Depth - Drop Connection (Greater than 2' Depth) 0 VF $135.00 $0.00 $0.00 12 Salvage Class 5 0 SY $0.70 $0.00 $0.00 13 Reconstruct Gravel Road (w/ 2" New Gravel) 0 SY $2.50 $0.00 $0.00 14 Silt Fence 1800 LF $2.00 $3,600.00 $3,600.00 15 Turf Establishment 2.5 AC $2,500.00 $6,250.00 $6,250.00 Total - Schedule "B" $105,660.00 $105,660.00 WATER EXTENSION TO OTSEGO 1 - 94 WEST INDUSTRIAL PARK Schedule "C" - Watermain (Extend existing watermain along north side of 70 Street NE from Kadler to the west) Item Estimated Unit Lateral Total No. Description Quantity Unit Cost Cost Estimated Cost 1 6" Ductile Iron Pipe 80 LF $28.00 $2,240.00 $2,240.00 2 12" Ducitile Iron Pipe 2850 LF $30.00 $85,500.00 $85,500.00 3 16" Ductile Iron Pipe 0 LF $38.00 $0.00 $0.00 4 Hydrant w/ 6" Gate Valve 6 EA $2,950.00 $17,700.00 $17,700.00 5 12" Butterfly Valve 4 EA $1,600.00 $6,400.00 $6,400.00 6 16" Butterfly Valve 0 EA $2,000.00 $0.00 $0.00 7 DIP Fittings 1579 LBS $4.00 $6,316.00 $6,316.00 8 Connect to Existing 0 EA $1,000.00 $0.00 $0.00 9 Silt Fence 2650 LF $2.00 $5,300.00 $5,300.00 10 Turf Establishment 2.6 AC $2,500.00 $6,500.00 $6,500.00 Total - Schedule "C" $129,956.00 $129,956.00 Total - Schedules "B" & "C" $235,616.00 $235,616.00 20% Overhead for Engineering, Legal and Construction Contingencies $47,123.20 $47,123.20 TOTAL PROJECT COST (OTSEGO 1 -94 WEST INDUSTRIAL PARK) $282,739.20 $282,739.20 EXHIBIT E Engineer's Opinion of Cost Sanitary Sewer and Watermain Extension to Otsego 1 -94 West Industrial Park City of Otsego Schedule "D" - Sanitary Sewer (Along Kadler Avenue NE) Item Estimated Unit Lateral Total No. Description Quantity Unit Cost Cost Estimated Cost 1 8" PVC SDR 35 Sanitary Sewer Pipe (8' -10' Depth) 0 LF $28.00 $0.00 $0.00 2 8" PVC SDR 35 Sanitary Sewer Pipe (10' -12' Depth) 140 LF $31.00 $0.00 $4,340.00 3 8" PVC SDR 35 Sanitary Sewer Pipe (12' -14' Depth) 100 LF $34.00 $0.00 $3,400.00 4 8" PVC SDR 35 Sanitary Sewer Pipe (14' -16' Depth) 55 LF $38.00 $0.00 $2,090.00 5 8" PVC SDR 35 Sanitary Sewer Pipe (16-18' Depth) 50 LF $42.00 $0.00 $2,100.00 6 8" PVC SDR 35 Sanitary Sewer Pipe (18' -20' Depth) 50 LF $46.00 $0.00 $2,300.00 7 8" PVC SDR 35 Sanitary Sewer Pipe (20' -22' Depth) _ 200 LF $50.00 $0.00 $10,000.00 8 Standard 48" Diameter Manhole (0' -8' Depth) 3 EA $3,400.00 $0.00 $10,200.00 9 Extra Depth - 48" Diameter Manhole - 36 VF $250.00 $0.00 $9,000.00 10 Drop Connection (0' -2' Depth) 1 EA $850.00 $0.00 $850.00 11 Extra Depth - Drop Connection (Greater than 2' Depth) 7 VF $135.00 $0.00 $945.00 12 Salvage Class 5 1750 SY $0.70 $0.00 $1,225.00 13 Reconstruct Gravel Road (w/ 2" New Gravel) 1750 SY $2.50 $0.00 $4,375.00 14 Silt Fence 1200 LF $2.00 $0.00 $2,400.00 15 Turf Establishment 0.5 AC $2,500.00 $0.00 $1,250.00 Total - Schedule "D" $0.00 $54,475.00 Schedule "E" - Watermain (Extend existing watermain along north side of 70 Street NE from Kadler to the water tower) Item Estimated Unit Lateral Total No. Description Quantity Unit Cost Cost Estimated Cost 1 6" Ductile Iron Pipe 30 LF $28.00 $0.00 $840.00 2 12" Ducitile Iron Pipe 0 LF $30.00 $0.00 $0.00 3 16" Ductile Iron Pipe 1150 LF $38.00 $0.00 $43,700.00 4 Hydrant w/ 6" Gate Valve 3 EA $2,950.00 $0.00 $8,850.00 5 12" Butterfly Valve 0 EA $1,600.00 $0.00 $0.00 6 16" Butterfly Valve 2 EA $2,000.00 $0.00 $4,000.00 7 DIP Fittings 1221 LBS $4.00 $0.00 $4,884.00 8 Connect to Existing 1 ' EA $1,000.00 $0.00 $1,000.00 9 Silt Fence 1150 LF $2.00 $0.00 $2,300.00 10 Turf Establishment 1.2 AC $2,500.00 $0.00 $3,000.00 Total - Schedule "E" $0.00 $68,574.00 TOTAL PROJECT COST Total - All Schedules $581,254.00 20% Overhead for Engineering, Legal and Construction Contingencies $116,250.80 TOTAL PROJECT COST $697,504.80 ITEM 8_3 RESOLUTION NO. 2006-58 RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS WHEREAS, pursuant to Council requesting, Hakanson Anderson Associates, Inc. has prepared plans and specifications for the C.S.A.H. No. 42 (Parrish Avenue) Signal Plans, Improvement Project No. 06 -12. And has presented such plans and specifications to the council for approval; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO MINNESOTA: 1. Such plans and specifications, dated July 24, 2006, a copy of which is attached hereto and made a part hereof, are hereby approved. 2. The city clerk shall prepare and cause to be inserted in the official paper and in the Construction Bulletin, an advertisement for bids upon the making of such improvement under such approved plans and specifications. The advertisement shall specify the work to be done, shall state that bids will be opened at 2:00 p.m. on September 7, 2006, in the council chambers of the city hall, 8899 Nashua Avenue, Otsego, Minnesota, 55330. No bids will be considered unless sealed and filed with the clerk and accompanied by a cash deposit, cashier's check, bid bond or certified check payable to the clerk for 5.0 per cent of the amount of such bid. Adopted by the city council this 14 day of August, 2006. Motioned By: Seconded By: All in Favor: Those Apposed: Larry Fournier, Mayor Judy Hudson, Clerk OT373resPlansOrdAds TYPICAL PAD WITH CONTROLLER CABINET AND SERVICE CABINET SEE INTERSECTION LAYOUT FOR CABLE INFORMATION (NOT TO SCALE) NOTES: SIGNAL SERVICE CABINET 1. THE ANCHOR ROOS. NUTS AND WASHERS FOR THE CONTROLLER CABINET SHALL BE (SEE DETAIL) FURNISHED BY CITY. 2. INC UPPER PMT OF 7HE EQUIPMENT PAD SHALL BE BEVELLED OR CNAMFERREO 2' RSC AND SIGNAL ---".. 0" CONCRETE PAD IN A NEAT MANNER AS DIRECTED BY THE ENGINEER. SERVICE CABLES TO SOP 3. THE TOP OF THE CONDUITS SHALL BE THREADED AND CAPPED AFTER 4' RSC TO HH 14 AT 85TH 57 INSTALLATION (UNTIL CABLES ME INSTALLED). \ �, ANO HH 15 AT 87TH ST • SEE INTERSECTION LAYOUT MINIMUM 4. CONDUIT SHALL PROJECT A MINIMUM OF 2' ABOVE INC CONCRETE AND SHALL BE LOCATED INSIDE INC CABINET WHERE DIRECTED BY THE ENGINEER, BUT SHALL ' 2' RSC TO NOT INTERFERE WITH THE CABINET FUNCTIONS (SUPPORTING MEMBERS. ETC.). rT CONTROLLER CABINET ��__III ANGLE IRON Lit. 5. CONCRETE MIX 3A32 OR EQUAL SHALL BE USED FOR INC EQUIPMENT PAD AND BASE FRAME ONTROLLER SIDEWALK. CABINET RSC STUOBED OUT 6. CONS B W WITH CONCRETENDS TTE LIINATING WITHIN THE PM SHALL NOT BE / �L = SGNAL C ( READED BOTH ENDS) MD CAPPED LA 7. THE EXACT LOCATION OF CONDUITS WITHIN THE PAD SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. / • • 2' RSC AND 4 LUMINARE • CABLES TO NH 1 , // PREFORMED JOINT FILLER / 4' RSC i0 NH 1 4" CONCRETE WALK SEE INTERSECTION LAYOUT ABBREVIATIONS PLAN VIEW 3 -2 (.B) - SIGNAL FACE PHASE '3'- N0.'2" PED - PEDESTRIAN 81. - BLUE R - RED BL /BLK - BLUE WITH BLACK TRACER R R S - REMOVE AM SALVAGE 0'-6' BLK - BLACK 0/8LK - RED WITH BLACK TRACER SERVICE CABINET BLK /WLI - BLACK WITH WHITE TRACER RLTA - RED LEFT TURN ARROW BR. OR. - BARE GROUND RRTA - RED RIGHT TURN ARROW Cll. SW. - CHECK SWITCH RSC - RIGID STEEL CONDUIT SIGNAL CUT - CLEAR SOP - SOURCE OF POWER CONTROLLER 02-1 (p) - DETECTOR PHASE "2 "- N0.'1' LIGHT SPR - SPARE CABINET GROUND LINE • DVIK - DON'T WALK STREET — — — E00 - EQUIPMENT GROUND ST U17 - ST STA - STREET lJ — - EVP - EMERGENCY VEHICLE PRE- EMPTION F 6 1 - FURNISH AND INSTALL SW - SWITCH FL - FLASH /FLASHING 540 - SWITCHED 6 - GREEN TOW - TELEPHONE DROP WIRE l CALK - GREEN WITH BLACK TRACER PM - WHITE • • • OLT* - GREEN LEFT TURN ARROW WH /0414 - WHITE WITH BLACK TRACER ✓ r RN - GREEN WLK - WALK C 0R. RD. - GROUND 000 1(1 - 100306 0MA -GREEN RIGHT TURN ARROW YLTA - YELLOW LEFT TURN ARROW N l G 6THA - GREEN MU ARROW 10' CONCRETE 1114 - YRTA - YELLOW RIGHT TURN ARROW HANDHOLE NPS - HIGH SURE SODIUM GROUND ROD (5/6' DM X IS' LONG)--- ---------.- ONG PAD PIC - INTERMEDIATE METAL CONDUIT FRONT VIEW INS GR - INSULATED GROUND SYMBOLS JB - JUNCTION BOX LED - UGHI EMITTING 0100E — Fa — - 000 CONNECTION 5' 3' WY - LUMINAIRE '��.., NEU - NEUTRAL -)' - ESP DETECTOR DIRECTION SIGNAL MC - NONMETAUC CONDUIT 0 - LUMINAIRE N0. 4' Y1 CONTROLLER O - ORANGE 0 /0430 - ORANGE WITH BLACK TRACER 3O - SWIM. BASE NO. P2 -2 (W) - PEDESTRIAN INDICATIONS PHASE '2'- N0. "2' �l - SIGNAL FARE N0. 3 ( \ M -PUSH BUTTON ll 4" CONCRETE WALK P62 -1(p) - PUSH BUTTON PHASE '2'- N0. "1" —I— - SPLICE 1s" CONCRETE • PEC - PHOTOELECTRIC CELL PAD FOR PUNS AND UTIUI1ES SYMBOLS SEE TECHNICAL MANUAL SIDE VIEW 4 hero err Dr r' 11 * Ira! DATE RE\4510NN -, ,�s""' 1 ? N ' ; er $.4 Hakanson Anderson Assoc., Inc. Lin ar EQUIPMENT PAD LAYOUT S EEr 1.1.11 M w w IO RAI S erra Engineer *5 and Land Surveyors WO TRAFFIC CONTROL SIGNAL SYSTEM 3 ADS r : 3601 R.. Aw e, AX MWrrb 520 0 -1 CS.A N 42 (PARRISH ST NE) W 4. Am - 1 . 1 ®!! rIT 4 7113-427-5860 FA X 7{]- 427 -0520 ) 7 .1.,y"„ „ m , APONN7 ..�,,,, a p, r „ o. N la st RN/ 01373 ....lalw.oh- wr.rwo.4o.r 6N raz cRSA 0 R 0 CITY OF OTSEGO, MINNES SMEE „ SCHEDULE OF QUANTITIES STANDARD PLATES THESE STANDARD PLATES AS APPROVED BY FHWA SHALL APPLY Bid Schedule "A" - CSAH 142 SIGNAL PLANS E.Hm and Hem No. Spec. Ref. Description Unit Number of Units PLATE N0. DESCRIPTION 1 2565.511 Full 1 Act T Control Signal SYS1em (al 85th 51 51G. 5Y5. 1 GNAL C SI BRACKETING 2 2565.511 Full T Act T Control Signal System Sot 87th 5t 51G. SYS. 1 81100 TRAFFIC SI MOURAC) 3 2565.816 Revise Signal System (ot CSAH /39 SIG. 5Y5. 1 4 2565.601 TrotRc Control Interconnection LUMP SUM 1 81110 TRAFFIC SIGNAL BRACKETING ' (PEOE5TAL MOUNTED) 81120 PEDESTAL FOUNDATION TRAFFIC RGNALS 8114E P.V.C. NANDH /P SI UlLBO% NO VEHICLE LOAD 81150 PEDESTRIAN PUSH BUTTON SIGN LEGEND INSTALLATION SIGN SIGN SIGN SIZE SIGN SIGN REMARKS ESTIMATED 8118C SERVICE EQUIPMENT &POLE LEGEND NO. () INCHES MESSAGE ' COLOR QUANTITY (1) 810 -41(1) 6 " %10" PED PUSH BUTTON SIGN BUCK ON WHITE AT 85TH & 87114 ST. g TRAFFIC CONTROL SIGNALS 8119C GROUND MOUNTED MIME ON GREEN MAST ARM MOUNTED ON POLES 1 CABINET FOUNDATION (2) 03 36 "048" COUNTY 42 1 & 4 AT 851)4 & 67TH ST. MAST ARM MOUNTED ON POLES 2 8121E TRANSFORMER BASE' (2) 03 66 "024" 65TH 5T. WHITE ON GREEN 3 & 6 AT 85114 5T. AND POLE BASE PLATE IGNITE ON GREEN MAST ARM MOUNTE0 ON POLES 2 81120 PEDESTAL AND PEDESTAL BASE (2) 03 68 - 224" 87TH Si. 3 & 9 AT 87TH ST. (FOR T SIGNALS SUPPORT) PEDESWAN PUSH BUTTON SIGNS (915 -46) SHALL 80 INCIDENTAL TO THE SIGNAL SYSTEM. 8123E POLE AND MAST ARM 11/5T2A8M MOUNTED STREET NAME SIGNS ARE INCIDENTAL TO THE SIGNAL SYSTEM. 8124E MAST ARM SIGNAL HEAD MOUNTS 91260 POLE .FOUNOATION • (PA 90 AND PA 100) 81300 SAW CUT LOOP DETECTORS TYPE "D" SIGNS N0. 04 LOCATED ON 1 SIGN - N0. POSTS POST S0. FT. A MAST ARM Fe L } 4...% 4...% �} a 0 v . ¢ l " B. 1 PANEL SIZE REQ. PER 51014 SPACING PER SIGN POLE N0. ( 85th St 6 2 I D 3 6 "X48 2 N/A N/A 12.0 10' 185 T 8 .44 ST 0 o 11 8" 1 87TH D -3 36 "X48" 2 N/A N/A 12.0 14' 1 & ST caw T 4 O \ 42! /" 29.1" 8" 1 2.1- I &1" D -3 66 " %24" 2 N/A N/A 14.0 9 6514605 2♦ I r 3 &60 as' 87TH ST 3.0" RADIUS, 1.0" BORDER, WHITE 011 p -3 66 -X24" 2 N/A N/A 11.0 9' GREEN: 1. MAST ARM MOUNTED STREET NAME SIGNS 4.0 "BSI SI" E MOO: ARE INCIDENTAL TO THE SIGNAL SYSTEM. Sp < V V 1.1- $lSiN DETAIL f" 1 k NO 0 SCALE .4.1♦ OVERLAYS 16 ~- 24 _....�g4.F II ,. 1 so. FT. S8 Y 8} 4T } _' S , 9 A D SS } , B" i SIGN CODE QUANTITY SIZE L PER D-3: S6" a 48" 87th 'P' S t p_3 I PANEL 80 OVERLAY 6A" Radius, 1.3" Border, White on Oren 6 24" 61-BA ♦ 24 "X21" CSAH 42 4 Double Headed Amu S - 24.0" 0' SIGN D -3 DETAIL s" NO SCALE TYPE "D" SIGN NOTES; 16.8" 1 26.3" 16' ( 12.1 1 8.69 I. FOR STRUCTURAL DETAILS, TYPE "O" SIGNS, SEE STANDARD 66" SIGNS MANUAL, PG. 105A it 1058 _, 3.0" RADIUS, 1.0" BORGER, 91141TE ON OREEN: 2. FOR TYPE D STRINGER AND PANEL JOINT DETAIL. SEE STANDARD "85M 51" E MOD: SIGN MANUAL SIGN D -3 DETAIL NO SCALE • 1meldnOS.de.w. eNSeR a S TANDARD PLATES, SCHEDULES L` "r Pt Hakonson Anderson A ssoc,, InC. OF QUANTITIES & SIGN DETAILS 2 DATE REVISION . �! ` the ^R I � Civil EGG91aean and Load Surveyors � IML 1we a ; ' `' `' ADS 5/26/06 3e01 1lveno. Aw., &We, MNnnole 5536 CS.A.N. 42 (PETTISH ST NE) E� - � i R ORR � e, 7 63 - 427 -5660 FM 763- 427 -0520 Y� ONA WYYI C ITY OF 055(00. MINNESOTA s , e s u.. la. 3.2121- Rea 01373 ....hdwa..,- ane...an <am M ++6Vnr P'P° -' CSAH 42 (PARRISH AVE) SIGNAL PLANS GOVERNING SPECIFICATIONS ■ ■ ■ ■ THE 2005 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" MINNESOTA DEPARTMENT OF TRANSPORTATION SHALL GOVERN. ALL FEDERAL, STATE AND LOCAL LAWS, REGULATIONS, AND CITY OF OTSEGO, WRIGHT COUNTY, MINNESOTA ORDINANCES SHALL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. MINNESOTA STATE AID PROJECT XX- XXX -XX ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE MMUTCD, INCLUDING FIELD MANUAL FOR TEMPORARY TRAFFIC CITY IMPROVEMENT PROJECT 06-12 CONTROL ZONE LAYOUTS, JANUARY 2004. NE 1/4 OF SECTION 22, T 122 N, R 23 W CITY OF OTSEGO PROJECT 06 -12 SHEET INDEX • THIS PLAN CONTAINS 17 SHEETS • 1 Title Sheet 2 Standard Plates, Schedule of Quantities and Signing Details P ,� a 5 _ CSAH g 42 & 85th Street Intersection' LoyootPlan LOCATION ? 7 CSAH 42 a 85th Street Field W Diagram interc _ _J r AH 39 D07N_ .e - SIRE I _ _ r � W___t_ - •� �I 5 1 �, 9 CSAH 42 Tr 87th Inler Layo t Plan 7 t 10 CSAH 42 k 87th Street Field YArm m g Diagra � , �� r \ C ? se , 11 CSAH 12 Traffic Signal Interconnection System 171 r 1i' \ S� 7 a 12 Existing Intersection Signal Layout Plan a I " � t \ °y i 3 = 13 Exist - erg Field V &in; Diagram ti \ ? 14 Existing Signal System Salvage /Removal Plan 4 s t l l 15 CSAH 42 & CSAH 39 Ultimate Intersection La t Plan \ 1 y Tian; { ___ _ ___1_ __.._ _ _ __ it AH 42 k CSA _ { _ _ _ _ ___ you g � - \� BBTN� � \ ` 17 CSAH 39 Traffic q youl Plan Wiring Diagram n S I Inlerconnecluxi 39 Ultimate Field Wir 1 .• \ , .5. \ - � n = _ � i - -•- RECOMMENDED FOR APPROVAL A `J r.v n. y r T PROJECT ' ,. J I -- , .: i LOCATION I it ? R+y I h l, i 3 er ers er. r - _ �\ 26052 04/24/06 F //j 1 877N STR ,L _ l p ®` /� • RONALD J. WAGNER P.E. License No. Date _: 9 7� r' -..... ~_ z r_ - -- ( �� PROJECT car ENGINEER � i� f �. ;�� = if [ { fir - , � 1 WAYNE A. FINGALSON, P.E. Date PROJECT 2 `'i _ -.. -. - -- D 7 lic WRIGHT COUNTY ENGINEER 'II LOCATION 85TH wawa J � 1 —'- •- _ -. _ -S: -- -, .- ' I _ c I i F- J�t_i` — ' ,�y � jy �I I I + r. 1 ERI Dote .� I I 1 I I 1 ,.J � ? 4 , RE DISTRICT WEW iOR STATE COMPLIA NCE NC 41TH EER STATE L _,�r= sr.l ? �.��]] i • y AID RULES / POLICY rr-1L —y � L J J _I k i L — �� y" k' i ti i - .�? I L .9 1 k � 1 Z4 r—I 'I 1�� 1 r - - - ? � i L \y' � i I I I ( STALE AIO ENGINEER: Dale y��s';) G'y'ef 1 1 ? , sr 1 hereoy cerllfy Ihat this plan, speclRaalian, or t \\ ��f �� /+ I � C \ ~ �', um or ddy Lk me or under my direct ne sea Professional En n u p perrvissa . « } I Y \\ vrWUmuWUm.W , -_ ,o� tG'. ` ! of the Stole of Minnesota \\ Ili \� a 0. r ��'`` ,g �i +i I II � U. lei 27 a G s`L \— �1v° % i \ E). ,( I I ] , 1.i: t� \' VD 12651 07/24/06 4. LOCATION MAP e 00 40D SOO �°°° IWa m°° JAMES DE P.E. License NO. Date VINICITY MAP NANAN • ANDERSON ASSOCIATES, INC. F ILL, wet DATE REVISION - MN p DJ ix ` lam amaAa A - N wwrM ulu CE n . DVS IN R " IS T D � An arson Ha .. INE S DIMl11T M "r. ADS IMIIT I d tea us Dame gams To THE D KIRES i - - .II∎le OF D/ASCE M-DE, DO M8 "STAl■Alo MIMES Assoc „Inc. State Aid Project No. XX- XXX -XX (CSAH 42) FOR TIE COLLECTED ado. MO MIN DOME CM 041.1 - = erw Wed 44+44.4 SINISLOI LE MN We sem Um. re ado. ID* seen n 8 WONT O UITFL, MOM Ns-11. °s 1.4214122 SHEET 1 OF 17 SHEETS x CABINET BASE DETAILS CONSTRUCTION NOTES 1. THE SERVICE CABINET SHALL BE FABRICATED FROM FORMED AND WELDED N0. 12 GAUGE COLD ROLLED STEEL CAPPED R� 2. ALL HINGES, HINGE PINS. AND LOCKS SHALL BE OF NON- CORRODING MATERIALS. f -16 1 /A' 3. THE SERVICE CABINET DOORS SHALL BE ATTACHED TO THE ENCLOSURE WITH NON - CORRODING TYPE TAMPERPROOF CARRIAGE BOLTS. THE METER COMPARTMENT 000R SHALL RE SECURED WITH AN OVER CENTER DRAW LATCH AND DUAL LOCKING FIXTURE WITH LOCK. INC CIRCUIT BREAKER 1 I/O"- - I�-16" •-1 I I/6" 1 ` . � COMPARTMENT DOOR SHALL BE SECURED WITH A STANDARD POLICE LOCK EQUIPPED WITH A SWING DOWN PLATE WITH IWO (2) KEYS. 1 1/B Z ` �14" I I 4. BOTH DOOR OPENINGS SHALL BE SEALED WITH NEOPRENE GASKETS TO FORM A COMPLETE SEAL WITH THE ENCLOSURE. T1 .J._ 1 ANLRE IRON ® FRAME S. 7HE VIEWING AND PHO70ELECIWIC C LL ONTROL WINDOW$ SHALL BE CLEAR %AN MATERIAL - 7' 0 7' MINIMUM FOR VIEWING WINDOW AND 4' X 4" ,. / / 0A54 WITH OPEN BOTTOM FOR PHOTOELECTRIC CONTROL CELL WINDOW. 1 12" - 16 1/4" 14' 12 12" LITE I ENCLOSEDCiAK 6. THE SERVICE CABINET SHALL BE PROTECTED INSIDE AND OUTSIDE WITH A RUST INHIBITING RED IRON OXIDE ENAMEL PRIMER AND FINISHED WITH AN I 1 OVEN BAKED ENAMEL (SILVER). + 1 " —� 7. CIRCUIT BREAKERS SHALL BE 120/240 VOLT AC, 60 Hz, AND SHALL BE CLEARLY MARKED WITH THE "0N" AND "OFF' POSITIONS AND IDENTIFIED 1 1/6 "� / WITH THE LOAD WHICH IT 15 CARRYING (E.G. "SIGNALS" OR "UGHTING ") . ALL CIRCUIT BREAKERS SHALL BE CLEARLY MARKED IN A MANNER THAT FULL METER WILL NOT DETERIORATE WITH MOISTURE OR AGE. DEPTH '— COYPNII'YENT 8. SHORT CIRCUIT RATING - 10,000 AIC SYMMETRICAL. STEEL \ DOOR BARBER 9. PROVIDE CLEARANCE TO INSTALL OR REMOVE PHOTOELECTRIC CONTROL 1" DIA. IRO. HOLE (4) — 17" 1...- OB 10. PHOTOELECTRIC CONTRA. LENS SHALL BE ORIENTED TO ELIMINATE INTERFERENCE BY MANMADE UGHT SOURCES, PHOTOELECTRIC CONTROL LENS FOR 3/4" DIA. X 15" LONG ANCHOR ROD (4) SHALL NORMALLY FACE NORTH AND EAST. COYER FOR (MN /DOT 3383 -TYPE A) GALVANIZED CIRCUIT 0 SIDE 'OF CABINET IS 11. ALL CONDUIT ENTERING FOUNDATION SHALL BE SEALED WITH AN APPROVED DUCT SEALER. FULL LE14GIN WITH WASHER AND NUT BREAKER ACCESS 6" (ALLOW FOR I" OVERLAP) 12. THE SERVICE CABINET SHALL BE U.L LISTED AND APPROVED FOR USE AS OUTDOOR WEATHER PROOF SERVICE ENTRANCE EQUIPMENT. 13. THE SERVICE CABINET SHALL BE WELDED TO THE BASE IN ACCORDANCE WITH U.L. STANDARDS. BASE LAYOUT TOP ELEVATION 14. SEE INTER/SECTION LAYOUT FOR REQUIRED NUMBER OF LUMINAIRES AT EACH INTERSECTION. FEED POINT WIRING DIAGRAM MAIN SERVICE • PHOTOCELL 120/240V, SINGLE PHASE, 3 WIRE N 11 L2 METER SOCKET .1 t/mCk 2 200 AMP SERVICE CABINET DETAILS r WH N1 MI FROM S SOCKET WITH KINDLESS CAPPED ROOF I-.- 14' —"•�� 14 "� I 12•� PHOTOEEE R 6, iOCGIE SWITCH a� YCCMANICN. BYPASS II WINDOW FOR PHOTOELECTRK CONTROL ��RR6� CONTROL L- ■ 6 1/ -METER BY OTHERS- METER SOCKET p ��J E - T 1 �WI� VIEWING WINDOW I I (PETER 01 OTHERS) — - RS ILK ' NEST 4�11.� CA91E IOW/2P _ � � OPENING VENT _ I I i CYET PHOTOELECTRIC BID DISCONNECT \�� I� S' DEEP CONTROL .L� NMN GED PETER COY►ARfYENT I STEEL BARRIER (SEE NOTE) ROD GROUND , < L �` DOOR WITH OVER CENTER f I �f _ I I . L DRAW LATCH 1 I � ,u - FULL DEPTH STEEL PHOTOELECTRIC L B � " I �. ®� 1 CONTROL CABLE PRI Y AND CONDARY I ' I' ENCLOSED WITHIN SIGNAL SYSTEM WYINNRES ` 1 IP I CREENIIELD E- METERED COMPARTMENT HINGED CIRCUIT BREAKER WWNAUIE COMPARTMENT D0011 � �� I 0 ® TEST SWITCH I WYINNRE O Y "P LUMINAIRE • STANDARD POLICE LOCK '.I ME R TNT WN 13A/1P METERED W/SW NG DOWN rum _ D DOWN PLATE R ��‹ METERED ` 1 ,-- HINGES (TYPICAL) 4 J I I LOAD CENTER 1111 rw1 C LANIRWRE J- _— -`- ANGLE IRON BASE FRAME _— LU aRCUrt BREAKERS I'O't MINAIR �D BASE OASKEi WITH 1/2" LUMINARES© �� (y,\ — . CONTACTOR 4 " _� GAP FOR DRAINAGE OA ATTACH DU TDUE 2- P ( ( UWMIAIRES) �/ — — 30A/4P Of WHICH SHALL BE 2- 15A/1P. (LUMANRES) — R ' - , A SEA1Nq SCREW 1- 13A/IP, (PHOTOELECTRIC CONTROL CELL) LUMINAIRES Q V I FRONT ELEVATION FRONT ELEVATION RIGHT SIDE ELEVATION `lJ 60A/1P SIGNAL SERVICE vomit) ( -------4-1,,-<-------. (METERED DATE REVISION I AmM art* 6w1 6X. ; 63108 ;, °.; , , r � ° : J ^� S.4 Hakanson Anderson Assoc., Inc. \ 7.fTTR, S IGNAL SERVICE CABINET DETAILS WET rM \ M w �.• ML ' � 3601 7 Civil Engineer. and Land Surveyors � TRAFFIC CONTROL SIGNAL SYSTEM 4 ��... ADS /Z6/06 ,,, Temkin w6, M.M. Mnn.m 63703 C.S.A.H. 41 (PARRISH ST NE) . m m. DAs . uRr. ese Nt 5 n 763- 427 -5660 400 763 -427 -0520 w....v.+ww wl,WnwynVnanwn» - -- - - ....6w�.o.- enw..wnsom ON ITT CITY OF OTSEGO, MINNESOTA EE s 01373 TYPICAL NMC LOOP DETECTOR LAYOUT or x 6' NMC GENERAL NOTES: TYPICAL NMC LOOP DETECTOR INSTALLATION LOOP DETECTOR (CENTERED IN NEW BITUMINOUS OR CONCRETE PAVEMENT • THE LANE) TRAFFIC 1. SEE SPECIAL PROVISIONS FOR REQUIRED LOOP DETECTOR CONDUCTORS ` LANE 3 AND SPLICE KITS. TRAFFIC LANE �GUT7ER OR FLOW 2. THE 3/4" NONMETALLIC CONDUIT (NMC) AND FITTINGS SHALL BE TOP OF PAVEMENT -, -� SHOULDER SCHEDULE 10 HEAVY WALL RIGID POLYVINYL CHLORIDE (PVC). SEE SPEC. 3803. ' 3. THREE CORNERS OF EACH LOOP DETECTOR SHALL BE A 90' FACTORY i - 10 H O ELBOW (6" RADIUS). THE FOURTH SHALL BE A NYC TEE CONDULLT. ( L - ANOHOLE - 4. APPROVED PVC PRIMER AND CEMENT SHALL BE USED FOR THE PVC JOINTS. l\ 6' X 6' NMC 6" MINIMUM LOOP DETECTOR 5. AU. SLACK MUST BE REMOVED FROM LOOP DETECTOR CONDUCTORS WITHIN - 8' MAXIMUM CONTINUOUS NMC (CENTRED I4 IN YC THE N. (807709 OF CONDUIT THE HE /0 CONDUIT) TEE CONOULET TO HANDHOLE r \ 6. THE LOOP OETECTOR ROADWAY CONDUCTORS (1 /C /14) SHALL BE TWISTED 108(0 TURNS PER FOOT FROM THE NM LL C TEE 00800105 TO THE HANOHO. 6' X 6' NMC LOOP DETECTOR BOTTOM OF PAVEMENT (DEPTH VARIES) CENTERED IN DRIVING LANE TRAFFIC I LANE 2 7. ATTACH A FERROUS METAL ITEM 70 THE INTERIOR OF THE TEE CONDULET COVER. FLOW 8. TOWARDS THE HANDHOLE. OENOUIi TO THE HANDHOLE SHALL BE SLOPED INPLACE BITUMINOUS PAVEMENT • 9. LOOP DETECTOR CONDUITS TO THE HANDHOLE MAT RE PLACED WITHIN THE SAME TRENCH. M TRAFFIC LANE Q TRENCH TRAFFIC TRENCH GUTTER OR 6' X 6' NYC 10. THE LOOP DETECTOR ROADWAY CONDUCTORS SHALL END IN THE HANDHOLE. TOP OF PAVEMENT-‘ 2" MINI( 6' 2' VIM SHOULDER L ( NT DETECTOR 11. NO SPUCES ALLOWED IN CONDUIT TO TEE CONDUIT. r 3 � M B O E LANE1 12. THE LOOP DETECTOR ROADWAY CONDUCTORS A140 THE 100P 1 - ‘ DETECTOR LEAD -IN CABLE CONDUCTORS SHALL BE PROPERLY TO HANDHOLE 44 J • PREPARED AND CLEANED BEFORE SPACING. TRAFFIC - (BOTTOM OF LANE 1 13. SPUCE KITS SHALL BE INSTALLED ML HANOHOLES IN SUCH A MANNER T9 TRENCH OR AS TEE CONDULET AS TO ENSURE THAT EACH SPUCE KO IS SUSPENDED AND/ OR SECURED DIRECTED 81 THE NEAR THE TOP OF THE HANDHOLE TO ENE SATISFACTION OF THE ENGINEER ENGINEER) CONTINUOUS NMC (PLACING SPUCE KITS ON TOP OF THE ELECTRICAL CABLES AND • 6' X 6' NMC LOOP DETECTOR CONDUIT ' CONDUCTORS I5 NOT ACCEPTABLE.) CENTERED IN DRIVING LANE TO HANOHOLE 14. TYPICAL SIZE OF LOOP DETECTORS ARE 8' X 8', 6' X 10', NOTES: ( VARIABLE DEPTH- MAINTAIN OR/JNAGE TO HANDHOLE 6' X 15' AND 6' X 20'. REFER TO INTERSECTION LAYOUT FOR SPECIFIC LOOP DETECTORS TO BE PLACED. CONDUITS WITHIN 15. ALL LOOP IX0(01085 SHALL HAVE 4 TURNS OF CONDUCTORS. 1. USE THE ACTUAL LOOP DETECTOR TO BE PLACED FOR MARKING THE PAVEMENT FOR MIMING SAME TRENCH SHOULDER LOCATION. 2. MILL PAST THE CENTER OF THE CONDUIT 70 BE PLACED. 3 SEPARATE , 3. ACHIEVE A MINIMUM 2" VERTICAL EDGE ON ALL CUTS. CONDUITS \ ENTERING NANDIIOLE -CONDUIT 44140 CABLES 4. AN AIR COMPRESSOR UNIT (50 HP) 15 REWIRED FOR REMOVING ALL LOOSE TO CONTROLLER AS - MATERIAL FROM TRENCH PRIOR TO TACK COAT APPLICATION. HANDHOLE MULLED IN PUN • TYPICAL NMC LOOP DETECTOR DETAIL- (6' X 15' LOOP) 5. APPLY A TACK COAT AT A UNIFORM RATE 70 THE AND EDGES OF THE PILLED AREA USE A EMULSIFIED ASPHALT P06 ER SPEC. 2357.20 .2A 14' O I 6. USE MIXTURE TYPE 184 WEARING COURSE (MIXTURE LVWE450309) 70 BACKFILL THE TRENCH. OTHER WEARING COURSE MIXTURE TYPES ARE ALLOWED WHEN APPROVED BY ENGINEER. (AGGREGATE SIZE "A" 15 REQUIRED). A o, 'C'� 7. THE USE OF PETROLEUM DISTILLATES AS AN ANTI - ADHESIVE AGENT 15 NOT ALLOWED. REFER 70 1414/D01 TECH. MEMO N0. 94- 16- YRE -05 DATED 3/10/94 FOR ADDITIONAL INFORMATION. 0 0 90' FACTORY 8. COMPACTION SHALL BE OBTAINED BY THE ORDINARY COMPACTION METHOD/BACKFILL THE TRENCH ELBOW WITH A MINIMUM OF TWO LIFTS AND COMPACT EACH UFi. BEFORE COMPACTING THE FIRST LIFT ENSURE Y (TYPICAL) i THAT THERE 15 ADEQUATE MIXTURE ON EACH SIDE AND A80VE THE CONDUIT SO THAT THE CONDUIT O THIS DIMENSION VARIES ACCORDING 1S 1401 DAMAGED DURING COMPACTION OPERATIONS. TEE FANDULET TO 1000 412E (WITH ACCESS 9. THE COMPACTED MIXTURE IN THE TRENCH SHOULD BE LEFT 1/4" TO 1/2" ABOVE THE ADJACENT ORIENTED TO TOP) PAVEMENT SURFACE TO PROVIDE FOR ADDITIONAL COMPACTION 61 TRAFFIC. • i 3/4' NMC SHALL BE CONTINUOUS FROM 150 TO 10. APPLY A BITUMINOUS FOG SEAL ON THE NEWLY COMPACTED MIXTURE TO PROVIDE AN COUN INO () INSIDE OF HANDHOLE (LENGTH AS REQUIRED) HANDHOLE [ 000ITI ORAL THE FOG SEAL TO f YE NT MA L RIAl 2 3 K 2*). 080 iRAµCKDM.ALL BE (TYPICAL) 14' -4" 1 BELL END 191111991 If OF CONDUCTOR IN HANO14O1E. SEE SPECIAL PROVISIONS FOR SPUCE TO LOOP '`' DETECTOR LEAD IN CABLE IN NAND HOLE. DATE REVISION $ W " ` � N' t r ' ^ y !WO Hakanson Anderson Assoc., Inc. LOOP DETECTOR DETAILS ST zoo "� „� x CWI1 Engineers and Lane sw..yo.. TRAFFIC CONTROL SIGNAL SYSTEM ' ,.t.a ow `'1 11 ADS S 16 Iiii 3e -427- 86 A.I. 3 427- 5sro3 C.S A N 42 (PARAISH ST NE) 0 A'. Na - IOW. 43413011 PC. 763 -427 -5660 FAX 783 -127 -0520 17 E O. w ,. - • - S .�.- . nn^,4wT„ v „ ,� em PS ...A.I�a.Fe„- .w..wT.aw. w YOB am e B AD CITY OF Oi5ECO MINNESOTA SEES Pe 013/3 NMC LOOP DETECTORS O PA 100 POLE FOUNDATION PA 100 POLE FOUNDATION I NOTES TYPE PAI00 -A -50 -0I0-9 (DAVIT AT 3S0") TYPE PA100 -A -50 -040 -9 (DAVIT AT 35d') I. SEE SPECIAL PROVISIONS FOR PEDESTRIAN INDICATIONS, NUMBER SIZE (FEET) LOCATION 2 -ONE WAY SIGNALS OVERHEAD AT 0' AND 23' 2 -ONE WAY SIGNALS OVERHEAD AT 0' AND 23' I LED INDICATIONS, AND CITY FURNISHED MATERIALS. 2 -TYPE 109 POLE MOUNTED AT 90" ANO 190' 2 -TYPE 109 POLE MOUNTED AT 9d AND IRO' 2. EACH SIGNAL FACE SHALL HAVE A BACKGROUND SHIELD. !76?•�if:Tii ' ONE WAY EVP DETECTOR AND CONFIRMATORY ONE WAY EVP DETECTOR AND CONFIRMATORY V- 10 LIGHTS - PHASES 3 ANO 9 LIGHTS - PHASES 4 AND 7 3. LOCATIONS OF POLES. PEDESTALS, HANDHOLES AND LUMINAIRE -250 W HPS LUMINAIRE-250 W HPS LOOP DETECTORS SHALL BE DETERMINED BY WRIGHT .)'II(�11.1. • 2 -PED PUSH BUTTONS AND SIGNS (R10 -4b) 2 -PEG PUSH BUTTONS AND SIGNS (R10 -4b) ' I COUNTY TRAFFIC OFFICE PERSONNEL. � � g.{� NH EXTEND TO 1 EXTEND TO NH 8 I I 4. FOR TYPE "D" SIGNS SEE SHEETS 2. (F�tYF6� 3" RSC 3" RSC R�15� Y' f:� / 2 -1 C I12 2-12/C I12 5. 3 /4" HALF COUPLING, 3 /4" PIPE NIPPLE AND CONDUIT •�T4O=MOO(M� 1 -5 /C 2 1-5/C Z ) _ _ OUTLET BODY FOR EMERGENCY VEHICLE PREEMPTION (}II1�SFbAM ■ 2 -3 /C 12 2 -3/C �12 .. — FUTURE LANE USE 1 -3 /C 20 1 -3 /C 20 1 = EQUIPMENT SHALL BE FURNISHED AND INSTALLED IILM:EMIIIIMOnTrill■ •.• f� APPROXIMATELY 6' FROM THE ENO OF MAST ARMS 366 ® PEDESTAL FOUNDATION ® PEDESTAL FOUNDATION (121�1�3iTi!• 10' PEDESTAL POLE AND BASE Id PEDESTAL POLE AND BASE 2" NMC I APPROXIMATELY 17' FROM THE END OF MAST ARMS 164 APPROXIMATELY IZQ� 7ICT� TYPE IA PEDESTAL MOUNTED TYPE IA PEDESTAL MOUNTED 2 -2 /C /141 .`,I 7 - I — CURRENT LANE USE 1 b�l�3i'T� EXTEND INTO NH 3 EXTEND INTO Mt 10 6• FOR SERVICE CABINET DETAILS SEE SHEET 4. l I'eIIE�1i'(i� 2" RSC 2" RSC 7. ALL LOOP DETECTORS SHALL BE NON- METALLIC (F)�T■tY7.3• 1 -5 /C 112 1-S /C /12 F- CONDUCT (NMC) TYPE. FOR NMC LOOP DETAILS SEE (fg a��3F71� f�liT3� I SHEET S. I'A ® UN PA 100 POLE FOUNDATION ® PA 100 P011 1 " RSC BI IIM∎liFFi TYPE PAI00 -A -10 -010 -9 (DAVIT AT 35Cf) TYPE PAI00 -A -40 -040 -H -10- 0411 -9 (DAVIT AT 3501 6. FINISHED UNE SHALL BE WITHIN 6" OF THE (Z75a�M7:� 1 -ONE WAY SIGNALS OVERHEAD • 0' 1 -ONE WAY SIGNALS OVERHEAD • 0' 1-12 /C 112 TOP OF THE 1. CONCRETE SIGNAL POLE FOUNDATIONS. (}II(tSFTMIO J 2 -TYPE 100 POLE MOUNTED AT 90' AND 160' 2 -TYPE 109 POLE MOUNTED AT 9d AND 160 0 I • 2 -5 /C /12 PROVIDE AND PLACE FILL AS NECESSARY. 01/1•)7IMICFTWIMMI ONE WAY EVP DETECTOR AND CONFIRMATORY ONE WAY EVP DETECTOR AND CONFIRMATORY 0 4 -3 /C #12 9. ALL HANOHOLES SHALL BE PVC TYPE WITH METAL (3Q�I)iT� • LN:HT -PHASE 2 ANDS LIGHT -PHASE 1 AND 6 I I5-2 /C /t/ O■!)C_ LUMUAIRE - 250 W NPS LUMINAIRE - 250 W HPS a t 2 -3 /C /20 FRAMES AND COVERS. ('ltlFTli 2 - PED PUSH BUTTONS AND SIGNS (010 -4b) 2 - PED PUSH BUTTONS AND SIGNS (010 -4b) ' I ■ TT 1 )- • THESE ITEMS MASTER CONTROLLER, CABLE, CONDUIT 10 ff>•t1iT∎ 1 :! EXTEND INTO HH 4 EXTEND INTO HH 12 ` PURPOSES. k /O9/012 HANOHOLES OF.157tY�T'1� ' 3" RSC 3 RSC r RSC -'?' L 2" 2" RSC 3" RSC INTERCONNECTION SYSTEM OR CONSTRUCTION CONTROL I ISOI 'f'1i 2 -12 C /12 • 2 -12 C /12 2 -12 /C /12 1, I • _ 14 2 -3 /C /IZ 2 -12 /C i12 COMPENSATION PURPOSES. 06 -5 6'X6' 5' 2 -3/ #12 2 -3/ /12 2 -5/C /12 LOCATION = DISTANCE FROM STOP BAR 1 -3 /C S20 - 1-3/C /20 2 -3 /C 112 / I ■ 17 _v 1 -S /C #12 LOCATION TO DETECTOR IN FEET. 6 -2 C 14 n ® •2 I' p. ■) ■. sl x - /c /Iz / / r �� I3 -2 / i 11 a) DETECTOR LOOP TO BE INSTALLED BUT NOT 4 Z' NYC INTERCONNECT " all CONNECTED OR OPERATED WITH THIS PROJECT. �� -- 1 -3 /C /20� I� Y T 1 -3 /C /x0 _ — I _ ® ( �q ® v 6 9 v c =• = 2 /C /7{ — ALONG CSAH 19 _ 1 -6 PR. 19 •I -6 PR. /1 , ~A'n'a j (VP DETECTOR 03 k 08 Z 1� _ l am ' ° - - 2 42 1 . LIGHT AND DETECTOR 9 - _ I CONTREHIFR PHASING. PFDESTRjAN INDICATIONS AND PUSH BUTTONS CSAH 42 (PARRISH AVE) 1 . 1 I -\- D6-I I , 04 0$ .. . , CV -to • D 1 1 6 D220. M I 3 1 ( -a01 -2 a 1 _ p ® ' -- _______ye il I \ — — — --� �:I f i `� M.° * \ I 1 04 k 07 ®. 1 — — � EVP DETECT 011 EVP DETECTOR — -- p } *, a,. - ° - � v v v v v v v v v v _ \ R3 EVP LIGHT UCNT !♦ F ®® ® AND ® � — :'..-•.‘ 2 ` NMC — „ 'iz . — ' &` 1_5 /C /I GIP ■.■ _I./ " 3" RSC • J. 3 ��; ; 2 -3 /C /I2 Y 2 -12/C /12 " 2 -2 /C /1/ I 1 . - ° • 2" RSC 2 -3 /C /12 0S .1.1.46/ SIGNAL PHASES 1 -3 /c /zo a 9 0 -z /c I14 9 -x /c /14 - ALL INDICATIONS SHALL BE 12 ". T _ II 1-3 /C /20 02 EXCEPT PHASES 1 A EYITDING OIODE TY EST 1 I I IO W • I 2" RSC k 5 OPTICALLY 4-2/C I I I I / / SERVICE CABINET TO CONTROLLER CABINET ' ' 'NAM HE 05. . d , . ' 9 2" RSC " 4-2 T FACE 9 Y 0 RLTA YLTA GLTA • I 1 I 11 1111 1 1 2 -1 /C i6 rIB(IDpMI =t =lC I 1 -1 /C `GINS. 09. 1114 4i�l NO� =t =t 1114 I 2" MC SERVICE CABINET TO 1 \ 1' . :: .. I I II I 2" RSC 2 -2 /C 1♦ 1 •T► i' '- - 2 -2 • • • I I I / 4 -3 /C /12 (CUM) 2 • • CONTROLLER CABINET TO HHl / ' 4 -1 I T1'. 1 .� i.1 I I II:. ` ., - .11 I 4" RSC I 1 I -T . ,. ig gr',- 1 < SIO� ZIE ® EQUIPMENT PAD, SEE SHEET 3 III II II I I II Z -57C 112 SERVICE CABINET. SEE SHEET 4 2 -3 C 12 _ r EII ■��L�t CONTROLLER CABINET • '; 1 r >, 1 CURRENT LANE USE 15 -2 C /11 I • • AND CONTROLLER, I 1 I II . II II -3 C / 20 • • SEE SHEETS 6. I p 1 •1- C R. /19 3" RSC STUBBED OUT I 1 11 II II " e , I ,) , I n • • ®sa - IIWLACE WOOD POLE III R b I 0 " -1 *'''11 :I . II ) FUTURE LANE USE (THREADED AND CAPPED 1 11 11 N 1 I <g1��C�t WEATHERHLAD WI1M I I II I CONTRCLIER i0 NH 14 P PUSH lII SH BUTTONS SHALL BE IOCATFD AS %MOW AROVF ■��91:Jt 2" RSC TO SERVICE CABINET 1 SIGNAL SYSTEM OPERATION ANSE OPTIGLLY P GNAL ACES W/ 3 -1 /C /2 1I 1 1111 - 4 -I�C /12 4" RSC - THE SIGNAL SYSTEM M RASH NODE IS ALL RED. 1 _ - NORMAL OPERATION IS 6 PHASES WITH PHASES I 1 1 II b - I I 2 -3 /C �I2 1 & 5 BE PROTECTED L TURN PHASES. AND PHASES I I III I I I II I N �i 251 /CP�11 3 & 7 BEING PROTECTED - PERMITTED LEFT TURN PHASES. 1 3 0 - PHASES 2 & 6 SHALL BE ON VEHICLE RECALL DATE REVISION I ambp4.56 Nal 1W PIN•. -... W ®. W ,,. y •Y iJ Hakanson Anderson Assoc., Inc. INTERSECTION LAYOUT PLAN seEEr w a . \ y� , ' .. A � 3901 Fngb•.1• and Lane .1• I 0 TRAFFIC CONTROL SIGNAL SYSTEM 6 CI v....? ADS 005 ,, 3601 t1. AML•, MMIas& Na 55 S63D3 e 763 -427 27 -5660 000 FAX 763 -427-0520 C.S.A 1 & 85TH STREET 1.6 w M kr;.,v.i ' 1m6wu.0WaVa avN»+- r •• •. 0,,, IIe ....bm w,.mn OM RJN 01373 al•on ane. TR CITY Of OSEGO, MINNESOTA 17 SHEETS DT373 CONTROLLER CABINET RLTA ~ 3 %0 .• j - RED RLTA 32 YLTA 1 -1 HH -9 •I 4 _ O .44% N n > N O i YEL 18 YLTA 5_1 D7 -1 45 GLTA 1D2-1 4®- °.wa OSSa 4)0 ©' N•�m ®• 6 — GRN 8 _ 3 GLTA 33 07 -20 NEU -J st ..--- 6 -NEU NEU EQG MEN° w-- �_ r r i ~ - YLTA EQG 34 - .--.. •-•_ O� 41 .Fyn �•• 4�Tr� 46 7 - GLTA 07 -3 -t- --s--- - - --0 - .-- -. -._ �- 19 20 -•--- .. -- 7 8 +- LI 03 & /8 RED 35 05-1 50,51 - - 52 53 -.- t -.~ ---.- �- - NEU YEL 2 _ 2 D7 -4m 47 HH -8 --. ,.-•. -"•. - • - WLK P8 -2 GRN 36 05 -2 --. -. y - - _F -: -► -DWK NEU 333333 04 -5 48 -- --• - SPR RED - 37 D5 -3 5, 52 -56 -- - - e - $ - - e-- - EQG 19 YEL D4 -4 49 a /3 GRN 3 D5 -4 5. •4 E 07 56 02 & 05 m EVP 9 ® - RED- NEU 4 -4 D4 -3 I 50 50 -56 DETECTOR 54 • EVP 22 > DETECTOR 10 - YEL _8_1 YLTA 39 D2 -1 HH - 10 DETECTOR 21 I • �- - GRN GLTA - D4 -2 51 i `ss' ' DS -3 O • 7 N O -NEU - SPR 4 02 -2 I °5 -1 Yps m m LUMINAIRES DUI DuIRE i 0- LUNINAIRE - - RED _ 8 _ 2 EQG D4 -) 5'11 r ' DS - • 55 5 - - 3 105-1, • 11 1 • 8 YEL gyp RED- 46 • O GRN - TEL - RED YEL 5. 11 O • - NEU GRN 2 -1 - YEL 6 -2 GRN 4 -3 45 -56 45 • s' 4 18 3 WLK I- P6-1 NEU - -GRN NEU • HH - 6 NU • JJJ -� 7 -11 - DWK - NEU YLTA a 19-22 WLK P2 -2 0 ®� I I 0 18 - SPR 20 DWK - - RED - 52 GLTA - 8 8-1 a • °a EQG EVP /2 & 05 41 - YEL 04 & 17 .-- • UGHT _ LEVP IGHT .. - • GRN - NEU D1 -1 H - g 03 & 08 WLK �P8 -1 -NEU 8 -4 WLK P4 -2 5 HH 3 ' D 4 1 1 -.- •-'__-- Y JJJ 45 -56 O - -.- 41 42 -. HH - 4 HH I� ( EVP DWK -YLTA DWK y 4 15 4, DETECTOR GLTA - - SPR ID1 - } 14 -31 7 -31 SPR HH - D4 -2 -� 19 -3 - S PR EQG 3 - >116 •90 - RLTA E0G - EQG D4-3 } -•- • 1 - � Y P92 -2 I � � � 12,13 10 - YLTA 21 RED- ' 39 -40 -e- e ID1 - Y17 ;90 GLTA S -2 NEU RED- YEL 'S7 23 -31 HH - NEU 22 02 _ k YE GRN _4_1 04 -4 ` 6. 41 - 44 7 HH - Ix 5.6 EQG EVP GRN - 6 -1 NEU - 04- Y • 1 EV P 44 a Ul 1 - 12s D6-1 DETECTOR RED _ 1 432 F4( D7_ DETECTOR 43 • 108 -3 Y D6-2 I3 3 -8 TO 11 P86 -1 23 WLK -P6 -2 33 YEL D7 -1 7--' p3- • NEU DB -1 42 DWK - GRN - 0 LUMINAIRE DB -4 _ 126 P 88 -2 - 01 & / N EU 07 -2 3 6 1 - Y •6o INTERCONNECTION TEINTERCONNECTION HH -14 24 UGHT EVP �1 I _. ALONG CSAH 42 08 - NEU WLK I (DDETECTOR LOOP TO BE INSTALLED BU NOT 27 12� D B - 25 WLK �P4 - DWK J CONNECTED OR OPERATED WITH THIS PROJECT. °B- 1 SERVICE CABINET 08 -3 DWK JJ EQG CONDUCTOR COLOR CODING LUMINAIRE 13 28 23.24 HH - S • 1 3 -� DB -2 D8 -4 EQG - RLTA 5,6 0 0 - o • 14 32 -56 61 s c 12 DS -1 �I 23 28 -31 o LUMINAIRE --r D1 -1 27 54 - YLTA / / _ ® • 1 D8 -5 PB4 -1 1 -2 43 GLTA wH -2 }1 1 28 [_ NEU - NEU HH -14 R/6U( 0 C D1 2 D3 -1 PB6 -2 u LU►II.AIRE 5 1 8 pi_3 29 EQG 32 -56 12 /G , I WH /B 1 B 3/C /I2 z ® • 1 --L__ � 03 - 01 & 16 P92 - ID3 - 0 3- 44 SS R OR 6 8 0 - f Y I LUMINAIRE 1 6 `� EVP NEU D1 -4 30 , O/ wit OR TEL I 3/c 620 2sl ' 103- 0 _ ERR OR 6L 6 r 103-2 _ -)�(y� SIONAT. 2-1 11171 2 1 2 SIGNAL 31 D3 -4 • 58 EVP / 7 x - /c / 6 - C wN c IEAR 2/c /I4 ® 1 SERVICE INPUT I I2 -1 /C f6SERVICE •90 INTFRCONNgGTION CONTROLLER FROM s,6 NOTE: ALL TERMINAL BLOCK CONNECTIONS ® C 2 POWER ALONE C5AN 42 DETECTOR HH -1 SHALL BE ARRANGED AS SPECIFIED ABOVE NEL • THESE ITEMS (MASTER CONTROLLER. CABLE. CONDUIT a_ me_ HMIOHOUS0 1 MIE PART or THE TRAFFIC CONTROL INTERCONNECTION SYSTEM FOR CONST t 1100 PURPOSES. 4 IWL milk * RR 084 ., - Mee S NEEr °"" REVISION a ' '. ° � 3E'i Hakanson Anderson Assoc., Inc. 6■ FIELD WIRING DIAGRAM 7 1 ..4 :wC« � ■ ■■ I.. R•R 66L E1gMw.re ene Lena Su """ AOS s/s/o6 3101 1(oln. A.. AMq 101001000 5 TRAFFIC . CONTROL SIGNAL NE SYSTEM 17 M �. �„ _ IA.. T c- C 3011601 PE L••R MP m 763- 427 -5660 FAX 763 - 427-0520 aW1YVw.....e.- ...Wr.M.V MPW3- Wren..., 0.4 * r IIc R• J RJ 0 7373 w•A.Fam.1,- anbrbPnsom 1R6 OW RIVER R vt CRY OF 01 5060, MINNESOTA SHEETS OTJ73 I \ 1 ( i i I ' ' . 11 : ' • 14 4. ■• • HAND HOLE 2 E s/ 21 12,.. W CSAH 42 & 55114 ST ( i HAND HOLE 120 HAND HOL 11 i)411 . 2 NYC SIGNAL SYSTEM 1 F •2'' NW STA 53+80* CUM 42 & 87014 Si 4. GSM 42 •2 NMC SYSTEM Ai ;•.. i .4t, _ — Y 22/C PR. (It4 _1 19 — — SIGNAL i ( ( / •I -6 PR. #19 INTERCONNECTION /•1-6 PR. #19 •• ________ ___ __________==_ ___ - - 1 2 m • • ; - t.-CI 5e-1 __ el/ IS ., Ii, ,,_, - , ____ ,-:, ———————— 0 I•LI ' CC L V 0 • . IH:1131 -2 idqz I 5 ....z.:' ' • 5',.. . . ,.. 0 5 - 2 0 — f 4 1 - LI , ' D 'All j 0 3 2 IA gal 03 '2 1 i - 1 — _ — Is- 03 ..., 1.'40 .....„-..,...., ,: Acre' MIL • THESE ITEMS (MASTER CONTROLLER. CABLE. CONDUIT ik/OR NANOHOLES) ARE PART OF THE — Z __ _____ TRAFFIC CONTROL INTERCONNECTION SYSTEM FOR CONSTRUCTION & COMPENSATION PURPOSES. • 0A11 REUNION 1 May 0±040 01± 41 01440 .Ur 7.2-4=17.4, • „ •4 ' ''.4 " .6.1 Hakanson Anderson Assoc., Inc. 1?°111811414)(w CSAH 42 TRAFFIC SIGNAL , ,,,, OA Engineers and Lend Surveyos INTERCONNECTION SYSTEM 8 r ...", 1 -_,1 AOS 5/23/06 Lai 3601 080040 *001. 4±0A Illnamels 55303 12 - 7. ' TREET TO maI RE la 763-427-5660 FAX 763-427- 85TH S 87TH STREET 0520 17 x JOHNSON PE WO / ' Ue. M. MIL— R•76 0T373 yoym.haltanson-ondermon.com 00 CITY OF OTSEGO, MINNESOTA ... 00371 NMC LOOP DETECTORS O PA 100 POLE FOUNDATION ® PA 100 PO LE FOUNDATION _ NOTES; HN TYPE PAI00 -A -10 -OMIT -9 (DAVIT AT 330') TYPE PAI00 -A -40 -040 -/ (DAVIT AT 350') I 1. SEE SPECIAL PROVISIONS FOR PEDESTRIAN INDICATIONS. 1: t a 2 -ONE WAY SIGNALS OVERHEAD AT 0' AND 11' 2 -ONE WAY SIGNALS OVERHEAD AT 0' A110 11' 1 3 LED INDICATIONS. AND CITY FURNISHED MATERIALS. •1BS 101111 1 2 -TYPE 108 POLE MOUNTED AT 90' AND 180' 2 -TYPE 108 POLE MOUNTED AT 90 AND Ila EE�� r7 2. EACH SIGNAL FACE SHALL HAVE A BACKGROUND SHIELD. I'T6M�ii:(�I?�5� ONE WAY EVP DETECTOR AND CONFIRMATORY ONE WAY EVP DETECTOR AND CONFIRMATORY D tia Y <7�tV'f 7��1� UG1•T5 - PHASES 3 AND 8 LIGHTS - PHASES 4 AND 7 G F� 3. LOCATIONS OF POLES, PEDESTALS, HANDHOLES AND LUUINAIRE -250 W HPS LUMINAIRE -250 W HPS ��7i'Lli�I)1• LOOP DETECTORS SHALL BE DETERMINED BY WRIGHT 1I 2 -PED PUSH BUTTONS AND 5X,715 (R10 -4b) 2 -PED PUSH BUTTONS AND SIGNS (610 -46) I , 1 ■ I 1 COUNTY TRAFFIC OFFICE PERSONNEL. ■ aIMMT '{IMMUiOMM EMEND TO NH 1 EXTEND TO NH 8 ■4II=112•Far W9M. . 3" RSC 3' RSC 1 1 I 4. FOR TYPE • D' SIGNS SEE SHEETS 2. 10312F. ialFT1=1M2 iTMIN 2 -12 112 C /12 (DFUTURE CONDUIT CABLE & 1 ` I2Q<G �lFF��!Ti I -S/ C 2 2 -1 �12 2 -3 /C 12 INCLUDED IN THIS PROJECT 1 • I2 1 -5� /I2 IiANOHOLE CONSTRUCTION NOT 1 W 5. 3/4 HALF COUPLING. 3/4' PIPE NIPPLE AND CONDUIT ( BR= iR��FT�� 2 -3/6 // OUTLET BODY FOR EMERGENCY VEHICLE PREEMPTION [jg. ;■;�V'T]U��r)i 1 -3/1 20 1 -3 /C 20 1,, EQUIPMENT SHALL BE FURNISHED AND INSTALLED Tffi 7.7 ® PEDESTAL FOUNDATION ® _ PEDESTAL FOUNDATION D APPROXIMATELY e' FROM THE ENO OF MAST ARMS 388 1S�L '.'til'f�-f• 10' PEDESTAL POLE AND BASE 10' PEDESTAL POLE AND BASE m 2' NYC _L , H APPROXIMATELY 17' FROM THE ENO OF PAST ARMS 184. B'FT51��'Tam TYPE IA PEDESTAL MOUNTED TYPE IA PEDESTAL MOUNTED 2 -2 /C /1/ E I.r137�i1'fAMl�� EXTEND INTO HH 3 EXTEND INTO HH 10 I W I 8. FOR SERVICE CABINET DETAILS SEE SHEET 4. IFFMMEMIIIIMINOMETIMMD 2 RSC 2" RSC 4• RSC ; 1 , , - 4. RSC 7. ALL LOOP DETECTORS SHALL BE NON- METALLIC 1 -3 /C /12 1 -S /C 112 4 -12 /C /12 4-12 /C 112 CONDUCT (NMC) TYPE. FOR NYC LOOP DETAILS SEE [Z33'1 10.18— ��T.1� ® PA 100 POLE FOUNDATION ® PA 100 POLE FOUNDATION 2-5 /C /12 y �' I 2 -5 /C /12 SHEET 5. DAVIT AT 350 (3IIIICliiii { 3�EFit'JR:�)M TYPE PA100 -A -40 -040 -9 (DAVIT AT 350') TYPE PA100 -A -40 -040 -9 4-3 /C I12 ■ 4-3 /C /12 ( ) 0. FINISHED NDLINE SHALL BE WITHIN 6" OF THE Eliall - I2Tif i∎Milra - di 1 -ONE WAY SIGNAL OVER(D 0 0' -ONE WAY SIGNAL OVERHEAD 0 D' 11 -2 /C /I! I3-2 /C 114 TOP OF THE HE CONCRETE SIGNAL POLE FOUNDATIONS. fTLS S71�i if6Ti 2 -TYPE BOB POLE MOUNTED AT 90 AND 160 2 2 -TYPE 108 P011 MOUNTED AT 90' AND 180 3 RSC 2 -3 /C /20 11 1 I ,1 2 -3 /C /20 PROVIDE AND PLACE FILL AS NECESSARY. ■rtFil NIIIIIIIrliTVIMI l■ ONE WAY EVP DETECTOR AND CONFIRMATORY ONE WAY EVP DETECTOR AND CONFIRMATORY 2 -I2 /C /12 •1 -6 PR. 119 1 , •t -6 PR. /19 C'C!.I� i1T� iTiT♦ LIGHT -PHASE 2 AND 5 LIGHT -PHASE I AND 6 2 -5 /C /lx 1 1 1 ', - J - ji I j I 9. ALL HANOHOLES SHALL BE PVC TYPE WITH METAL lGTS1�� = .11T M.. LUMINAWE - 250 W HPS LUMINAIRE - 250 W HPS i' 2 RSC FRAMES AND COVERS. B!:'Q��77�� 2 -PED PUSH BUTTONS AM SIGNS (RIO -46) 2 -PED PUSH BUTTONS AND SIGNS (010 -!b) 2 -3 /C 112 'I i,; .I; I 2 -3 /C /12 LOCATION " DISTANCE FROM STOP BAR EXTEND INTO HH 4 E %TEND INTO NH 12 8 -2 /C 114 _(� • THESE ITEMS (MASTER CONTROLLER, CABLE, CONDUIT TO DETECTOR IN FEET. 3 RSC 3 RSC 3' RSC �• 1 -3 /C j20 I 3" RSC 8 /OR HANDHOLES) ARE PART OF THE TRAFFIC CONTROL I m FUTURE DETECTOR INSTALLATION- 2-.12/6 /12 •2 NMC 2 -3 C /12 2-12/C /12 2 -5 /C /12 /12 2-12/C /12 1 -6 PR. /19 I EZ _ 2 -12 /C / 12 INTERCONNECTION SYSTEM FOR CONSTRUCTION & NOT INCLUDED IN THIS PROJECT. • 2-3/C C i I 0 � 1 -5 C it ,. ® COMPENSATION PURPOSES. 1 -3 /C 120 INTERCONNECT 1 -3 /C j20 2 -3 /C /12 ��jj,, ALONG CSAH 42 6-2/C j14 • • .� B � . . � �� ♦ r Ti 2-3/C /12 2" NMC •2 NMC •1 -6 PR /I a......... avm avmmmm aa a vv ' / 1 11 - /C 114 — INTERCNC ---I _3 � �+ ® 1 +' 2 -2 /C /14 ALONG CSAH 42 I /I vaa �� Off 1 -3 C /20 •1 -B PR,_,r,j9 •I -6 PRO NE , !1 T , 1 83 8 06 �_ = = = =e __= _ _ CONTROI 1 FR PHASING. PFDFSTRIAN INDICATIONS AND PUSH BUTTONS 1 -� EVP DETECTOR AND UGHT 1 o06 -1 CS W=I I l 10 t 7 I 1 (I ' I 7CR 42 (PARRTSH AVE) 1 ® © 01 •06 I' c D6 -2 I ',1 r �_ ' ,� M g ,F � ''7 o DETECTOR 6F_ 1 ■D1 1 wti `❑ ' j ) 2 ' ` IM_10J 1 4 02 t ITS ® .— M�- ■I B w1—BI 01 -2 — _ — - -. • % ' 1 3 EVP DETE ' • + e 02 -2D .t- A ND LIGHT - - — _ -- 1 i MO - ■ ' 1 04 & 07 1 — — .12/ \ 1 - D2 -10.1 VP DETECTOR � �•, — PtH A ( " .i ^R. 1 AND UMW it PMI 9 15 .. E _ Q' © © .. ® `- " ' 06_ 2" NYC 3' 656 �`\ a. R L ,... 2 -2 /C /14 2 -12/C /12 ®� IIE• B ' / � �A _ • 3 1 1_3 /C /1x 2 - 3/ C1122 I I .} 1 +' 2 -3 /c /12 sro �$ . 01 - 2 -2 /C 114 ', ' 16 'r 7 . . $F ; - / C 11 4. 1 1 - /C /20 '"( ...law ALL I N DI CA T O N S PHASES 2. I . ' T - •:; z• RSC SHALL 1 ;4 YT -2 /C 114 ��(( �-a ALL SHALL BE TYPE I 1 I % ' 1 a I A SERVICE CABINET TO CONTROLLER CABINET Y� EXCEPTPHASES 1 . -u PROGRAMMED N5 OPTICALLY I I 1 1 I 1 2" RSC 2 - /C /6 PB-1 FACE R Y 0 RLTA TVA GLTA 1 I I1 2- RSC 1-1 /C /6 INS. GR. y(<QE��L�C � 2 -2 /C /14 SERVICE CABINET TO HH 1 ® •� =MC=C I 1 • • • II LJI tl I 2 RSC 4 -3 /c /12 (LUM) It • • • I W 1i CONTROLLER CABINET TO 1114 / \ 2 ({ : • • • CC tl i NMC 4' RSC , ° 1 @7 ®��t 10 EQUIPMENT PAO, SEE SHEET 3 1 f", �1 2 -2 /C /11 4-12/6 112 'A `� I I 1 • — — SERVICE CABINET, SEE SHEET 4 2 - /C 112 i R -1 I I Y s "` FIE73B�9<�E CONTROLLER CABINET 1 13 -2 /C j14 I 2 -3 /C /12 R : F+IEff1� = tJtlt AND CONTROLLER. _ 1 j I I d ` • • • SEE SHEETS 10 1 ` `� � ] • • • 50P - INPIACE WOOD POLE ~ . ( I i36 120 /19 2 I 1 I i 1 I I }'' Q t.` r 1 I 1 I' `-6a • • • . ® 2' RSC 8+506 WITH �� ^ - • 1 P L1,, 1 I ` 3' RSC STUBBED OUT (THREADED tII`] ®L -mt WEATHERHEAD I I AND CAPPED BOTH ENDS) PFDESTRIAN PUSH BUTTONS SNAIL E I OCATFO AS SHOWN ABOVF NMI � ®tJ _ _ 2' RSC TO SERVICE CABINET I 1 AND CABINET 70 HH 75 LL 510NAL SYSTEM OPERATION 13.0 SHALL PHASE 1 & 5 SIGNAL FACES W/ 3 -1 /C 12 I 1 1 I 1' RSC - THE SIGNAL SYSTEM FLASH MODE IS ALL RED. SMALL BE OPIEALLY PROGRAMMED. 1 -12 /C /12 _ - NORMAL OPERATION 15 8 PHASES WITH PHASES 2 -5 /C /12 1 & 5 BEING PROTECTED LEFT TURN PHASES AND PHASES • I S 2 -3 /C 112 3 & 7 BEING PROTECTED - PERMITTED LEFT TURN PHASES. . 2 /20 s0 w 4a - PHASES 2 8 6 SMALL 81 ON VEHICLE RECALL. 1 1 ♦ •1 -6 PR. 119 SCALE DALE PENSION 1 •.+r a•ro 001 M "7 Inc. mom 3E3 Hakonson Anderson Assoc., nc I NTERSECTION LAYOUT PLAN Y • • •L t \ hu LTIY a SHEET Yawned NO MR NC CM En9ia••n m• Land Sw••yor• 9 4..0 , ` TRAFFIC CONTROL SIGNAL SYSTEM ) � ADS 5/23/08 3E0 ew4a AM, AaYq Y4ntlalO SSJOS 1.44 N. m _ L •DOB 1 . 1 • a 763- 427 -5860 FAX M3- 427 -0520 C.SJLH. 42 & 87TH STREET .: w�a v .+..la•- +•••vnmow,wo»wnn..•.. We Illi � . Ea JIM- R,MG 07373 _ .«.6akm•en- ma•,60o.wm ON Tffi caeA RIM CR OF OTSEGO, MINNESOTA s Tt7a • „= m •j = CONTROLLER CABINET RLTA a i .443 RED- YLTA HH -9 �J� O 4 0 N rn y o O m -YE RLTA 45 GLTA 1 -1 102 -1 }ISO l °a ® a 08 Q Wd ®a — GRN -8 -3 18 YLTA 1 5 -1 - NEU •- ,- 11-- 11-- -NEU GLTA 34 -EQG 1D2-2 ) 1-/ 3I +..— ..- .-- - 4-- 4 -YLTA NEU 07 -1 - 4-4 •- •-• 4- •- '- 4- • 7 GLTA - EQG 35 46 4- - 0— + - i - 19 20 -+ 7 8 - MI 03 & 06 07 -2 D5-1 50,51 52 53 __,, -..- --r- -4.-- -+- — NEU -RED 36 47 HH -8 -.... �• -rte. �' — W1.1( P8-2 YEL 04 -5 D5 -2 -• —. _ -• ~ -► DWK - GRN 2 -2 37 48 - SPR - NEU D4 -4 05 5, 52 - 56 - e - - e-- - EGG - RED - 38 49 1 rS r8 199 - YEL D4 -3 D5 -4 5 04 • n tQ ~ ✓ t ® EVP 1 56 02 # • m F EVP 19 • — RED — GR N 39 50 50 - 56 DETECTOR — 54 —* EVP 22 d DETECTOR • 10 -YEL -NEU -4 4 D4 -2 D2 -1 HH -10 - .- DETECTOR I 21 I - - - • _ N -'- - GRN YLTA 40 51 44 I w 0 • I 0 1 1 - NEU - GLTA - 04 -1 D2 -2 D5 - }l a DS- m LUMINAIRE LUMINAIRES m m LUMINAIRE /1, `471,.1 1 d i 5 RE SPR 4 1 • o F. 1 1 3 1 8 — YEL 8 -2 EQG RED RED- ID5 -? ma OS -41 ,:_j__ 55 • 2 0 - GRN - YEL YEL tt rJ - NEU - RED- GRN 6 -y GRN 45-56 45 a` • _ 4 1 —wuc P6 -1 YEL 2 _ 1 NEU NEU 4 -3 • HH -11 • • 6 ' 19 -22 -.- 7 - 1 — DWK GRN RED - YLTA -' -” ©O O O �' 4 90 . $ 18 -EQG - NEU WLK P2 -2 41 TEL 52 GLTA JN TERCONNECTI01 6 B 4 B • 0- a�' a • I HH -3 2O -DWK - NEU - 8 -4 NIEIHT 04 & 07 a+c CSAH 42 0--- • D1--11 . 114 g /3 Q /8 — ILGHT - /2 & 05 Y LTA WU( �P4 2 HH -13 1 - HH -4 • 0-11.,•-• I 7 I EVP -NEU GLTA - OWK JJJJ 5, D4 -1 --4-- 41 42 • t5 4 HH -1 45 -56 DE TECTOR WLK P8 -1 - - - -. -- 4. D1— SPR SPR +90 19 -29 '`IITS 14 -29 7-29, - DWK EOG EOG HH -12 as D4 - -- -.- D1- 1 Y -RLTA -SPR ® 1D4 -3 >I" I a) y - ---• 12 , YLTA I-5 -2 EOG RED- RED- o 1 34 -40 D1-4 > 1 2 • 10 GLTA 21 PB2 -2 YEL YEL ®104 - >37 23 -29 HH -2 -NEU [NEU GRN -6 -1 GRN -4 -1 I 6. 41 -44 - EQG lll�� P88 -1 NEU - NEU - 3s /PI B N6 SsHH-5 D6 -1 12 5,6 22 02 & 05 WLK -P6 -2 RED 0)1D4 —� DETECTOR 44 43 - o 1D8 -c I 13 3 -6 11 P88 -1 EVP 42 DWK - 53 YEL 4 -2 5.6 I 1 - � �� TO NEU 1 11 DETECTOR EVP -01 & 06 36 -56 90 II P98_2 23 NEGIUiT GRN - I M 6 LUMINAIRE p4 1D8 -4 Y •Rt INTERCONNECTION HH- 15 -D8 -1 NEU D7_1 ALONG CSAN 4I WLK P4 -1 WU( P2 -1 • 27 12 24 DWK DWK } D7 33 FUTURE DETECTOR INSTALLATION D6- 1 SERVICE CABINET -r - -1 08-2 SPR SPR HH -14 CONDUCTOR COLOR CODING 23,24 LUMINAIRE 13 25 3 -C 06 -2 -�- D8 -3 EQG EOG RLTA 5,6 - R R I 3 -6 28,29 c • 1 14 26 PB4 -1 54 34 56, - el. 111. 111. s c 12 108 -1 y LUMINAIRE -�D1 -1 -COB -4 43 NEU CLTA 1 -2 BO _•II wx / / Fe 1711-2:- YI z 2t o e 4 I is 01 -2 27CD8 -5 P86 -2 NEU HH -15 _ c / / o LUMINAIRE EQG 12 c u - R HH -7 ® • 1 5 16 C D1 -3 28 1 D3 -1 44 01 & 06 34-56, _ w � 11/ � wK I 3/C 012 z e • NAIRE 1 EVP PB2 -1 90 `� Y —ILK D3D3 -1 LUMINAIRE 6 -� D1 -4 I 03 -2 DETECTOR 55 NEU GANIC M OR TEL 3/C 020 D3 2: Y ® • 1 PB4 -2 c BLK OR 82 1 • •90 RC0NNE - TNT CTI0N 04 & 07 SIGNAL 2_1 QL 2 2 2 SIGNAL *91 INTERCONNECTION ALONG CSAH 42 S8 2 -t /c **---C: OLK z c 1 " ® 1 SERVICE I 2 - 1 /C 16 ALONG CSA 42 DETECTOR FROM 5,6 NOTE: ALL TERMINAL BLOCK CONNECTIONS C 2 E� INPUT POWER HH - 1 SHALL BE ARRANGED AS SPECIFIED ABOVE MOIEL • THESE ITEMS MASTER CONTROLL, CAT. CONDUIT 0/OR NAB NH0LES) ARE PART NE TRATTTC CON7 ( ER CA 3 207 60 FOR CONSTOUCTIOM t COMPENSATI011 P URPOSE OF DS. DATE RLNSION I nerdy WIII, 6*0 •S re•. ,.1 a ®R , Hakanson Anderson Assoc., Inc. a FIELD WIRING DIAGRAM '......1, M ow* owl Engineers end Land Su SHEET p` n A» ••L. NIN•.ae 57307 TRAFF CONTROL SIGNAL SYSTEM 10 A. m ,. „ .gy w a••• RE 00 x0520 C.S.A.H. 42 & B7TN S TREET NE 76N27 -5840 FA11 743- 427 -0520 w - . Ev ....w.. mmv..A...mm.A......... Imm , 1.6..66 32121— Rar 07373 108784808448- mar.en.ean TRe cesAT CITY OF OTSEGO, MINNESOTA FT 073/3 • I` �t�JJII--�I�.L-- I / ` 1 ® HAND 4R 2 I Q CSAH 4444RRRR & 87TH ST I v; 2• NYC SIGNAL SYSTEM I NAND +50 3 121• _ •2 NYC STA 63 +50 IAN! HOLE 122• - 5. /`2 -2/C its I i L •1 -e PR. /19 CSAH 42 •2' NYC '/ �\`�' a 2. ` �l •t -8 PR •19 v aa =® amva vvvavam �• z mvaysaa w m _ m a N R�s m =......... l -B PR. /19 — El STA 88 +703 v m _ a .SAN 42 am as :a N a m =amm- asa :comm a_ "-____ H � DD0_I -- _ La 4:106-2 a La F . ®_ -. - _ _ -. __ co • • r. — w /f. 4 t / � - NOTE: •THEST ITEMS (MASTER CONTROLLER .ABLE. _1-11"..— CONDUIT 8 /OR NANOIIOLES) ARE PART THE TRAFFIC CONTROL INTERCONNECTION SYSTEM FOR CONSTRUCTION & COMPENSATION PURPOSES. w o Jo ,o I YNJ W FEET •1- N PR. /19 / I 1 1 HAMO +701 Y 1220 HAND HOLE 123. �I �\ a STA ' NYC STA 89+803 HAND HOLE 11 CSAH 42 t CSAH 39 smm - T II + -� m s — CSAH 42 Jr d s ,Ai RITE CSA 4 6 /1 CTION `•1 - PR. 9 INTERCONNECTION �j_6 PR. /19 SIGNAL SYSTE d E ® — \� �' e r. • � �= v PR. - ,.,�� =m ____ .same a avmmam ama:mmvvv vav _ _ s /I.• Q i 9.w � _� % — — 6 / -- Et•L — — — P M ..E ii t3 1 _. _ - -- - Aj OHO oA • Y 131 ;L '1 (1)' T ial9flRRrt�RIttII∎• ..� — ' /� \ l � 0 Cr* ,;' ' 1 Ce I .I u DATE REVISION I ee+F =Yh 0= Rr P•+ . - .7"....:=«"" . . , ,. `: MIN e ^ e+ Hakoson Anderson Assoc., Inc. CSAH 42 TRAFFIC SIGNAL ®� I � n Engin $ R ��' unmet "" w , • ..0 end Lend Surveyor. . � jn` ADS 3801 lwu.tp A.. Aedw YInM0o1 SBJOJ INTERCONNECTION SYSTEM ti CI . a, m - •wr• ....WnT f.. - E J011111011 1 PL two Olt It 763 -427 FAX 763-427-0520 oFt tes CITY OFSTREET GOO NINA SOFA 17 c..YV.4r.Y OygWe»Wn» -+..4000 Ms [N I.10, .•. R 07373 JR p,0 SHEEN 01371 a& O PA 90 POLE FOUNDATION (2) PA 90 POLE FOUNDATION SERVICE CABINET TO CONTROLLER CABINET 6^M^•=• and Mane Buwyen EOUIPYENT PAD, SEE SHEET __ it) 90 POLE FOUNDATION TYPE PA90 -A -35 -040 -9 (DAVIT AT 350') 2 " RSC ®. SIGNAL PHASES TYPE PA90- A- 35 -040 -9 (DAVIT AT 350) TYPE PA90- A- 35 -D40 -9 (DAVIT AT 350') 2 -ONE W SIGNALS OVERHEAD AT 0' AND 11' CONVIRE CABICAT, SEE SHEET __ 2 -ONE WAY SIGNALS OVERHEAD AT 0' AND 11' 2 -1 /C /6 CONTROLLER CABINET ALL IN 01051 SHALL BE 12 ". 2 -TYPE 108 POLE MOIMIE0 AT 90 AND 180 2 -ONE WAY SIGNALS OVERHEAD AT 0' AND 11' (FUTURE HEAD) 1 -1 /C 6 INS. GR. AND CONTROLLER, ALL INDICATIONS SHALL BE LIGHT ONE WAY EVP DETECTOR AND CONFIRMATORY ON WAY 2-ONE TYPE 1013 POLE MOUNTED AT 90 AND 180 2 -TYPE 10B POLE MOUNTED AT 90 AND 180 SERVICE CABINET TO 1.111 15 SEE SHEETS __ AND __ EMITTIN14G DI00E (LED) TYPE LXRITS - PHASES 1 AND B E EVP DETECTOR AND CONFIRMATORY UGHT ONE WAY EVP DETECTOR AND CONFIRMATORY LIGHT y RSC EzcEPT PHASES 1.3.5 h 7 OPTICALLY W HPS PHASES 2 AND S - PRISES 4 AND 7 4-3/C X12 (LUST) ® SOP - INPLACE WOOD POLE NN PROGRAMMED HEADS 2 -PED PUSH BUTTONS AND SIGNS (RIO -4b) LUMIRE - 250 W HPS LUMNAIRE - 250 W HPS CONTROLLER CABINET 70 11141 V RSC RISER WITH FACE R Y G RLTA YLTA GLTA EXTEND TO HH 1 2 - PED PUSH BUTTONS AND SONS (R10 -46) 2 -PED PUSH BUTTONS AND SIGNS (R I0 -4b) 4 RSC WEATHERHEAD 1 -I• 3• RSC EXTEND INTO HH 8 EXTEND TO HH 12 4 -IC X12 / 2" RSC TO SERVICE CABINET I -2• 2-12/C /12 3" RSC 3. 2 -5 C 12 4-3/C Iz 2 -IZ c /IZ z -12/ 12 /C /1z 6 -3 /c Iz W/ 3-1/C /z 1116416 1_37C �xo 4 -3/ �12 4 -3 /C /1z 13_ %C X14 2" NMC / �_ -- ® PEDESTAL FOUNDATION 1 -J /C 20 1 -3 /C /20 2 -J C /20 2 -2 /C /14 / j • 10' PEDESTAL FOIE AND 865E CONTROLLER CABINET TO NH 15 of / 3 -2• • - 7=' - � TYPE IA PEDESTAL MOUNTED _ _ - EXTEND INTO HH 3 \t ® PEDESTAL FOUNDATION 4 -ACC /12 � . _ 4 -2C V RSC 10 PEDESTAL POLE AND BASE 24:51/C191212 -5 C 1 • 4 -3 I-5 112 4O \ TYPE IA PEDESTAL MOUNTED 6 -3 /C 12 1 i / � 5 Y • • • ® PA 100 POLE P08 � • 091108 �r 3 j EXTEND INTO IOU 14 3 95 21 / / \ 6 2• • • } - TYPE PAT 00-A-50-040-9 (DAVIT AT 350) • \ \ 1 -5 /C /12 3" " RSC STUBBED OUT /+ ! 6 -2 2 -ONE WAY SIGNALS OVERHEAD O 0 AND 11' (THREADED AND CAPPED - - 6 -3 • • • ' 2 -TYPE LOB POLE MOUNTED AT 90 AND 180 • • \ BOTH ENDS) // / ' 7 2• ONE WAY EVP DETECTOR AND CONFIRMATORY / 7_2. LIGHT -PHASE 3 AND 8 �y 4(R`, \ J • c \ ' S / / I j /� 8 -I • • • • LUIINNRE - 250 W HPS �� B -2 2 -PED PUSH BUTTONS AND SIGNS (R10 -4b)\ V ?• (‘Q (‘Q / e -3 EXTEND INTO HH 4 Y VC • •J -4k. >` :) } *ALL PHASE 1, 3,5 k 7 SIGNAL FACES • Y RSC 2 -2 /C /74 \ J O in '��' ♦ / SHALL BE OPTICALLY PROGRAMMED. 2 -) iT2 \ C /12 (SEE NOTE 4) / J� P .ry h P / ? ��j 2 3- `/ �" / l) FUTURE SIGNAL HEHEAD INSTALLATIONS 4-3/C 1 -3 /C 20 \ `1�, �;• � � / ; / / j , / SNOT INCLUDED IN THIS PROJECT ® PEDESTAL FOUNDATION 71ON PEDESTAL FOUNDATION \\ r ,' ` \ / f1 SPECIAL PROVISIONS NMC LOOP DETECTORS 10 PEDESTAL POLE AND BASE 10' PEDESTAL POLE AND BASE J _ 4 2 TYPE TA PEDESTAL MOUNTED TYPE to PEDESIUIL MOUNTED \\ ,V ---ti C i -♦ / FOR PEDESTRIAN NUMBER SIZE (FEET) LOCATION EXTEND INTO HH 7 EXTEND INTO HH 10 \ '� f/ ,• INDICATIONS, LED INDICATIONS, 01 -1 6X6; 4q _ 4 / '1 \ AND CITY FURNISHED MATERIALS. D X . 1 -5/C /12 1 -5/C /12 \ `a • 2. EACH SIGNAL FACE SHALL HAVE If�� • • \ W \ 4. • / O � A BA SHIELD. \ 11 Y __ ,(•] 3. LOCATIONS OF POLES, PEDESTALS, � aljailirigillin � . , \ • % ® • LES AND LOOP DETECTORS 594911 •• `\ vy P � SHALL BE DETERMINE° BY IVRIC HT 50' • \ \� % \ 5 ' ' f� 03 k 08 ♦ I / ( COUNTY TRAFFIC OFFICE PERSONNEL. • � V EVP DETECTOR IB• :11♦ 1 1 ? \\ • ® AND LIGHT `� 4. THE ANTICIPATED ULTIMATE INTERSECTION GEOMETRICS ARE ill 1 91'91♦ � 40 • \ \ &/ • • © V / ( SHOWN TO FACIWTAIE THE PROPOSED TRAFFIC CONTROL 05 -2 �1'00� •• SIGNAL LAYOUT TO BE CONSTRUCTED A7 THIS TIME. Fu WIRE 55 — } CONTROLLER PHASING, PEDESTRIAN INDICATIONS AND PUSH BUTTONS • f� - ®1�, RICHT TURN LANES WILL BE ADDED TO THE SOUTHBOUND, 55 -4 7�• ♦ r 1' �1 1.• 02 k 05 • • EASTBOUND AND NORTHBOUND APPROACHES TO THE 6 -1 2" RSC /1 yE EVP DETECTOR ® INTERSECTION. 70 MAINTAIN THE EXISTING RURAL STREET Qga �1 I 2 -3 /C 2 4 O 01 k 06 AND LICIT A AN SECTION AND DRAINAGE, MANHOLES /2 AND /13 D a D THE e ® E 1 yf EVP DETECTOR V ASSOCIATED CONDUIT -CABLE RUNS BETWEEN 10 HANHOLES 07 I • e F` A OHT /1 AND /2 AND BETWEEN HANDHOLES /12 AND /I3 ARE ] _ , 2151;. )I TO BE LOCATED 12' -14' CLOSER TO CENTERLINE THAN A F SHOWN (JUST OUTSIDE THE PHASE 1 PAVEMENT WDENING). � ,N \ ` NP 4., THESE HANDHOLES AND CONDUIT WILL BE SALVAGED ANO as 1 ® ' 04 k 07 © , � \ RELOCATED TO THE LOCATIONS SHOWN ON ME PLANS WHEN I :: -5 6'x _ _ -)� - 0 75, EVP DETECTD 11 GNT • \ THE FUTURE RIGHT TURN LANES ARE CONSTRUCTED. D ve -2 I -I ♦ \ HANDNOLE 19 IS LOCATED ALONG AN E %tS11NG AND P6_I ` J\ ,� AN ♦ PROPOSED URBAN SECTION (WITH CONCRETE CURB ANO TO DETECTOR IN ET. LOCATKR! =DISTANCE FROM STOP BAR • _ 1 / • „.• ® •' • GUTTER AND NO DITCHES) AND CAN 0E INSTALLED •FUTURE DETECTO INSTALLATION - AS SHOWN. PK -2 PB 2 \\ NOT INCLUDED IN THIS PROJECT. 4.. M1 E. 2 -12 /C 2 \ 4. PA-1 0 6 , ., ry 0t1 - 6 ry ♦C 4- 3 /1 \ \ 5. FOR TYPE "D" SIGNS AND R6 -1 SIGNS `. ■ ! / . ... \ 3/ 0 \ SEE SHEETS AND 0 , , V I"� 5- 4 �i \ FOfl PAVEMENT MARKINGS SEE l� 01 "/ �,Q+ A\ Y N C 4 SHEETS AND . AND .SY 1 4y \ C 2 -2 J /4" OND COUPLING, 3/4" PIPE NIPPLE 05 _t F C/ / ^ Yj \ CONDUIT OU TLET S FRO.I TT BOD ENT SHALGENCY e�_�_ �____ Y / � �• VEHICLE PREEMPTION EWIPMEN T SHSHALL DE —. / �, / \ \ ~ \\ APPR MERELY 6 HE ENO P8-I y / ' / 2 I tS C \ OF MAST ARMS 1,3,5 AND 7 P8 \ \ 7. FOR SERVICE CABINET DETAILS SEE SHEET P4 - ALL LP DETECTORS I1 / ` 2_ T — / / 7 -2 /C / �\ \ 8 CONDUCT (HNC) TYPE. SHALL BE NON- METALLIC 2 -1 - �' / ; \ \ b FOR AMC LOOP DETAILS SEE SHEET h2 P2 -7 / / \ \ r 9 FINISED ATIONGRO TIN SHALL AND BE THIN HOLL OF \ ® 0 ' M \ \ _ ` . THE T HE CO NCRETE DE S CE WI P [ ' ( ' 1R y FOUNDS. IANUU PROVI P LAL E 6" P z -I j j 8 / / AS NECESSARY. \ I ■ I / / / / I N/Y \ \ 10. AL FRAMES COVERS. TYPE WIM E Aug 0], _ •%\Am6 ]006 - pI: oje7s IBpm / \ 6:\caa 7006 \OT 170 \0.9\Oi373\0]l7l- ,,,...ON'L 1 PEDESTRIAN PUSH BUTTONS SHALL BE LOCAlEO A5 SHOWN ABOVE I DATE REVISION I I ANM sift M N Yee el•• - me 9M9NAL SYS lEA1 OPER ; • .« by m• . . SA And k e r son EXISTING INTERSECTION LAYOUT PLAN s "" /� - ,,, A nd c.,In TRAFFIC CONTROL SIGNAL SYSTEM 12 - VIE SIGNAL SYSIEY FLASH MODE 15 ALL RED. / ` Np ( / C #14 4 ) ~ fir_ ` + r rr ASSO• FTC• C•S.A,H. 939 & C.S.A.H. 942 cl I jS 7 BEINNG PR ECTFD LEF TURN PHASES N Ur. Ala .J7dL wnw r. r., 11.. mw CITY OF OTSEGO MINNE50TA 1 7 I• =70' - PHASES 2 & 6 SMALL BE ON KM= RECALL. Rn ; IvZ t � J01.6d1 1. MOP . J� r ray-NT-um sox wa -40-mo _Im 5/23/06 1 NE x0. 01373 SHEETS 0 �a 2 �� , zs CONTROLLER CABINET 47 D3 -1 2 0 HH -8 1 - RED- 20 RLT a g a 41 FUTURE HH - 9 --•-• 31 I33 30 D7_2 48 W yt a 31 1 -2 Y YEL 6 -3 - I- 34 - nTA 1_1 03 -2 • e `' D -1 p 1 29. 30 - 8 4 53,54 NEU- 1 D7 -3 NEU 4-- 4- RLTA +-- a -- s� 3 nTA - -- a -z - at�5 O -RED 6_2 22 Ems' 49 GLTA 7 -1 •-- 41 43 2 D8 -5 sa ` 7 YEL I D7 - 4 35 -r 1 — �OS -1 NEU --• ....0 ®(a.�ag ,� a -GRN- S� a 31 -33 HH -5 -NEU RED- EOG y _ } •- EW UGNT 06 YEL — � 05 -2 50 5,50 -60 -8 -3 D8 -3 (FUT) -_ 6O 4.4... +� I29 -33 SPR GRN 37 � - D5 -3 51 -� —8— HH -10 t 38 � 04 s n D3 -1 -- ID - 4-- • 23 25 -+- -SPR -NEU- D8 -4 • . H -4 - EOG -RED -8 -2 — DS -< 52 EVP 42 ki 49 --•-- -r -• - 23 -YEL D8 -5 DETECTOR I PEI - - _.-- - - -+ ° I 01 & 06 GRN- D2 -1 P2 • 44 45 I • ke I " 3_21 4, 23 -33 3 EW -e- — 03 53 -0- - 0' - HH -3 - L- DETECTOR NEU UGH -J { 02- 2 54 08 -1 • I P84 -2 1 5,47 -60 4, 23 -28 08 -2 HH -11 0 •6 1 2q to 7 _ 1 RED - SPR RED - LMINAtt7E A 4 I • v 5,55 -60 DETECTOR 1 ' — 'l _6 _1 SPR -YE - 4_3 RED - • 16 � � t -GRN EOG P6 126 27 I • 0 © 7 -2 -NEU - 24 03 & 08 41 -NEU - GGRRN -2 -3 • HH -12 0 aw • • Pee -2 • 21 -IAIK -P6 -2 -�EW -RED -4-2 NEU - 6,41 -46 • P8-1 LUMINAIRE ® 28 I • - LC 07 -3I B -DWK - DECTECTOR YEL (FUT) RED 5,47 -60 --•- 58 I : — SPR RED - - GRN - 55 YEL -2 -2 HH -13 --•- 4 �HH -2 0 D 7 -4 -NEU YEL 8 _,. - NEU � GRN - 39 • 55 PB2 -2 • t t• I - RED 3 _ 2 -GRN - EVP LIGHT 0 NEU X02 12 -1) 39,40 5.6,39 -60 59 - = ID4 -1 Y 16.17 -YEL -NEU - SPR EW UGHTJ 45 .� -• q I �_ tT 4 , 18 -33 GRN 25 1MLK -P8 -2 SPR SPR HH -14 � 4 -2 Y 1 I EGG -DWK - OG �3s Pee -1 , O 1 I K - SPR 42 04 -E & 07 SPR EOG 4 04 i Its 7 -33 10 W NEU 1-P4 -1 -NEU HH -15 5 i -g- 60 02& s 56 1 -- r J EVP 02 & 05 • DV& -RLTA 5-2 DETECTOR 56 EW DS -2I DETECTOR 5 LURE 76 3 • 10 1 • FUTURE 4 -3 5,6, , PB4 -1 ID4_4 — �.1 t4 HH -1 „r P84 -1 GLTA -RED DETECTOR 34 -60 34 - 60 2 5 - Q P2-2 01 -4-- 7 11 I . I I NEU 1 • r �'1$ SPR EOG - RED - - YEL _ 3,4 • �•. 4 - 5 t Y 26 ( � WLK YEL _ - GRN 4 5 - .r- • 186_ 3 121 SPR I NEU 1-P6 -1 GRN -NEU - 12 • 1 NEU DWK -' - - yyLK TO 3 - • 57 - PB6 -1 - WU< 57 - -P2 -2 HH -1 - 8 LUMINAIRE INAIRE tQ 3,4 13 27 PB6 -2 43 DVR< - -•. O5 ot • •s I 3 ( _ FROM - -3 (FUT) F NEU DWK - -P4 -2 -SPR _ • XET • H H -15 14 DWK - SPR -NEU ®� CONDUCTOR COLOR CODING - CD4 - 4 26 F 5 � -RLTA -RLTA S�RVICE CABINET t1 ° NEU -nTA 1 P6 -2 —R R— 15C -5 P138-2 -nTA 1_2 -CLTA LUMINAIRE �- +-- —0 O — 3 34 - +— —81 BL 5/C /12 IL= D4 -1 29� -1 GLTA — EOG I Qt T �� - NH 1114 30 EOG 58 WLH LUMINAIRE °o O -0-- --• 9 -RAW G - 17 � D4 -2 � -2 44 WLK NEU �P8 -1 q I • ® 0 8 12 /C /12 O/eU( R —RLTA RLTA F NEU 1 P2 -1 DOM JJJ • z -� - BLK 3/C p2 18 GLTA - `--GLTA 31 WOK 59 5 I LUMI, AIRE ® c c • �� JJJJ P B2 - -•- —MAW R OR 0 45 PB2 -1 NEU • - NEU -NEU CNEU SPR LUMINAIRE "'111- -G/13U( NH OR YEL 1 3/C ,2D EGC SPR . —G 6 MK 0R BL 19 2 �R I SILK - EOG D7 -1 - 60 DI -1 46 SPR NEU 2 2 • 2 - /C - CLEAR - 2/C I(4 3� I NEU PB8 -1 �C ; . SIGNAL NOTE: ALL TERMINAL BLOCK CONNECTIONS D1_y lll- -- SIGNAL SERVICE SHALL BE ARRANGED AS SPECIFIED ABOVE PB4 -2 SERVICE 2 - 1 /C p 2 POWER 3 - awn 1 1 SOP DATE RM4ON , NW. daddy Mel tO.W , - OMR :I « ;' 1,‘' "' +�+ Hakanson Anderson Assoc., Inc. or EXISTING FIELD WIRING DIAGRAM "�13 ' Lee* * ,,. • . •• • — '+ Civil ENV.... and a Lo,w m , D' N ADS •7sioe ,, 1h 1., , 3101 A" A•o ; TRAFFIC c0 CONTROL SIGNAL S YSTEM n. a•. - C. S.A .H . •us ►F nO• • [.L 763 - 421 -5660 FAX Tel- 42T-032O .." ,,, ..•..µo- , mo...,w.ssoun- ,,, at. . L n. ma_ RIO a 0T373 ...•.avon.w,- a,..e.seo, Yu CITY OF OTSEGO. MINNESOTA 17 SHEETS Orin PA 90 POLE FOUNDATION SZRW CABINET TO CONTROLLER CABIN • PA 90 POLE FOUNDATION PEDESTAL FOUNDATION 10' PEDESTAL FOUNDATION TYPE PASO -A -35 -040 -9 (DAVIT AT 3501 ® 10' PEDESTAL POLE AND BASE ®T MO-A-35-040-9 (DAVIT AT 350') 10' PEDESTAL POLE AND BASE SIGNAL PHASES 2 -ONE WAY SIGNALS OVERHEAD AT 0' AND 11' 2 -1 C 6 4111 TYPE to PEDESTAL MOUNTED / ALL INDICATIONS SHALL BE 12 2 -ONE WAY SIGNALS OVERHEAD AT 0' AND 11' TYPE 1A ME MOUNTED 8 POLE MOUNTED AT 9O AND 18O EXTEND INTO WI 10 (FUTURE HEAD) / : ALL INDICATIONS SHALL BE LIGHT 2 -TYPE 10 2-TYPE 108 POLE MOUNTED AT 9O AND 180 �� INTO HH 14 1 -1 C 8 INS. CR. EMITTING DIODE (LED) TYPE ONE WAY EVP DETECTOR AND CONFIRMATORY Y RSC 2� RSC SERVICE CABINET TO MM 15 5 UCHTS - PHASES 1 AND 8 1 -5 /C 112 ONE WAY EVP DETECTOR AND CONFIRMATORY LIGHT 1 -5 /C /12 Y C 2 RSC EXCEPT PHASES 1,3,5 & 7 OPTICALLY LUMINARE -250 W HPS - PHASES 4 AND 7 2 -2 /C /1♦ / 4 -3 /C /12 (LUM) - PROGRAMMED HEADS 2 - PED PUSH BUTTONS AND SIGNS (R10 - 4b) 2 RE - 250 W HPS [ C ONTROLLER CABINET TO H111 FACE R Y G RLTA YLTA GLTA 2 -PED PUSH BUTTONS AND SIGNS (R10 -4b) O EMS NH 1 L EIRRENgCD TO TIN 12 �F� �. • 4-1�C f12 h �� j 2 - C /t2 2 -12/C 112 �T' REMOVE & REPLACE • 2 - C 1 2 2 - • • 1 -3/0 1 2 0 �/ 1 -3 /C /20 � LOOP DETECTORS ® ; 13 2/C 2 -2 • • • III PEDESTAL FOUNDATION ry 2 -3 /C l20 E�C�t3 AT 350 PHASE 1,3,5 a 7 SIGNAL FACES EXTEND INTO 10' PEDESTAL POLE AND BASE ♦ ♦ / CONTROLLER CABINET 10 1141 15 41C�C� TYPE IA PEDESTAL MOUNTED ♦ 4 RSC ! 4-2 FOUNDATION EXTEND INTO HH 3 / / " 4 -I�C /12 - 2- RSC REMOVE R REPLACE / • - C / 12 1 -5/C 112 'W Loop OETECTOR4 ® A 2 6_3 /C /12 F�C�JC ® PA 100 POLE - 50-04 0 - 9 (DAVIT A7 35 ♦q`' 2J. LLL ' d i 13- /C /I14 6 E7 �C�C -50- 04-0') 2� NA1C yy 7 i� I Z -3 C 0 6_2 • TYPE PA100 -A OVERHEAD emu.. * ;7 ? S C` 4 .' .` 0 • 3' RSC STUBBED OUT • • • 2 -0NE WAY ■ SIGNALS OVERH 0 0 AND 11' Z -2 /C 614 +CV4 J C. y[C A (THREADED AND CAPPED 6 -3 2 -TYPE 1013 POLE MOUNTED AT 9O AND 180' ♦, * ��. �i�i? P �i I / BOTH ENDS) 7 -1 CSC • LIGHT-PHASE 3 AND 8 ONE WAY EVP DETECTOR AND CONFIRMATORY N . C ? / �C�C HA ♦C•, J. O •F �? I LUMINAIRE - 250 W HPS N../4i. © ♦ /, 8 • • 1 I / 8 -3 2 - PED PUSH BUTTONS AND SIGNS (R10 -4b) ® ®A0.1 HH 4 ♦ ♦ , �J�J 4 y O '• SHALL BE OPTICALLY PROGRAMMED. r RSC ♦ :J�A r SALVAGER REI NSTALL 2 -12/ //i C /12 • 0 0 ?� ' / ) (3) FUTURE SIGNAL HEAD INSTAINSTALLATION t -3 /C /20 \ ♦ 41 4. � • � f O� ♦ i ' ♦ (OR ® REPLACE -NOT EXISTING. Q PEDESTAL FOUNDATION ♦ ♦ i� i 1' ° • NMC LOOP DETECTORS a 10' PEDESTAL POLE D RASE ♦ 1L > / REMOVE a REPLACE (OR TYPE IA PEDESTAL MOUNTED ♦ ♦`♦ • • _ LOCATION INTO HH 7 ♦♦ ♦ I �) i � t ' ' / SALVAGE a REINSTALL) NUMBER SIZE (FEET) 61010 STEEL CONDUIT ® DI -1 6 %6' ;0' EXTEND 1 -5//C /12 ♦ I 4 . . ® c if , + REMOVE PA 90 POLE P00906 09 !REPLACE WITH D [f20 '1i• • ♦ �� / - 100 POLE FOUNDATION SALVAGE SIGNAL POLE AND MAST PA 11 17 01 ® PA 90 POLE FOUNDATION .11, J7 I .C. © © ' / ARM, SALVAGER REINSTALL MOUNTING BRACKET SI GNAL �5 0 TYPE PA90 -A -35 -040 -9 (DA ri VIT ') ♦ 04,•! XFAOS, UIMRUIR EVP DETECTOR ! UGxiS R PED PUSH f��'{� 2 -ONE WAY SIGNALS OVERHEAD AT 0' AND 11' ♦ y REMOVER REPLACE PEDESTAL f 1 . �\ i 2 -ONE TYPE 108 POLE MOUNTED AT 9O AND 180 •' POLE FOUNDATION. SALVAGER ® BUTTONS !SIGHS ON NEW POLE AND YAST ARM. ® ��_ � LIGHT REINSTALL PEDESTAL POLE. O[MI$�7 ' PHASES 2 AND 5 2' RSC YY� MOUNTING BRACKETS & SIGNAL - ® r • REMOVE R REPLACE (0R LG$! . . 25' ONE WAY EVA DETECTOR AND CONFIRMATORY 245' SALVAGE R REINSTALL) 2 - PE E - 250 W HPS 2 -3 /C 112 • % f NEM ® . • . � A t ®T� 2 - PED P11511 BUTTONS AND SIGNS (RIO -46) ,� O NOW STEEL CONDUIT ® O Q' EXTEND RSCC INTO HN e l `' • Fy 2- 1 112 0 SALVAGE R REINSTALL ?. Q-� f 1 2 12 2 4 RSC ` cVT\ ® • F O 1_-� /A /12 '!. (OR o R iI EOLE ® REPLACE) 4i' �� ']� / - 5 0' ITAISFA 3 C 12 V 1 -3 /C 20 4-12/0 /12 ,,�. ® r" S -2/C /14© ♦ /\ .. 2 - 5 /C /12 • . _VS . �_.- 10 REMOVE DETECTORS E ® ,: CMTTRGI100 PHASING PEDESTRIAN :' 1uFNE`ATIONS 4162 R9L RLITT(910 2 -3%C 920 ♦ 1- 2/C 2. +�♦ , 13 -2/C p4 i ..-• 4-3/C %1Z (ty .. �* w ♦ FaIAIOA L D7 4 I SO' 7 J 1 I 4• RSC ./ se 1 - /C 120 I � ♦ REINSTALL PEDESTAL POLE. O � 4107 ( I T s -12 /C 912 7 - /C 114 © ` ♦ ♦ � ING BRACKETS R gam Q � "` 2-5/C /12 / { fE 1 . ' ♦ 08 -5 6X6 10 t__. 6 -3 /C /12 J J,`� ■ • � ♦ ® LOCATION .. DISTANCE FROM STOP BAR �_ 1,8,-\/(212 -3 /C /20 O ♦_ �- 2 ♦ (OR V REMOVE REPLACE) TO DETECTOR IN FEET. el 9 - 2 /C 1 ® mFUTURE DETECTOR INSTALLATION - P4 A Y i ,� ♦ ♦ xANDxOIF F 4 1 � REMOVE PA 90 1NN1 . RX \ ♦ // � -- R��EMOVE & REPLACE (OR 0T EXISTING _ - -�B 100 POLE 000 " SALSALVAGE ' � MA PA /POLE AND PAST I & (OR `4Y ♦ /N- METASAL a REINSTALL) 9y _1 MM. SALVAGE & ALL ''� / -. • US. SIGNAL I 4, NON-METALLIC CONDUIT r 01 HEMS. 10WNaMIE ONE is & P00 PUSH D RE NW ® YpN ♦ ♦\ BUTTONS & ON ANO MAST ARM. I1 G %,,,,...---- 2. N1AC • Luz y :C I� SALVAGE R REINST) S. 2 -2 /C /14 -62 P6-1 y ; OR REMOVE RERAC ` ♦ SALVAGE & REINSTALL 2" NMC I / NANONOIE ® '\ ■ (OR REMOVE a REPLACE) " \ CO I k 03 08 r 1 P92- 2 -2 C /1 ■ 1MOHOIE P4 -2 n POR- I .. t s i P - \ 4-2 100P DETEC O REPLACE ® ke ., op ° SALVAGE R R REMOVE R N EINSTA (OR EINSTALL) pollee SALVAGED OR REMOVED IN 2006 81 PEDESTRIAN P119I1 13UT1RNC WM 1. 0 I/ NON- YETALIIC COMM COMM T ® CONJIICTION WITH IRE CSAR 42 RECOMSTRUCigN RE I OCATFD AS SWIM MAW ; PROJECT FROM CS 39 TO MSTN STREET. \ SIGNAL SYSTEM OPERATION / } 0 .. I ® i0 M SaLVAGEO OR REMOVED IN 2007 IN \ Y - THE 9049. SKIER .LA94 MINE Is ALL RED 11 • I CONJUNCTION WITH MNDOT TH /101 CSAX 39 x - NOMA. OPERArON Is 6 PHASES WRI PHASES * INTERCHANGE CONSTRUCTION AND MAN 39 \ I • !� 1 1.3.5 AND 7 9E NO PROTECTED LEFT R PHASPROTECTED AW ♦ - SALVAGE a '� RECONSTRUCTION �1WEEN CSMI 42 AND 7N /101 1 " - PHASES 5 a • SHALL 1E a 97410.E RECALL. ^ / (ORIINIO14,0OOIIIREI/OVEEEE ® REPLACE) • 0ri �� w s m DATE REMSION 1 Amy 9911 169 6w •w. . ..; ,. RNRR ,; +' r Y .E,1 Hak anson Anderson ASSOC., Inc. ar EXISTING SIGNAL SYSTEM SKET ...• -1, '' .M w R•IR WC 45/23/06 I i o CM - 427- 86 •anti Land 763- 27-052 n �O SALVAGE /REMOVAL PLAN 14 U "" - Ms sea Surd MA. And. 11606.0. 55303 TRAFFIC CONTROL SIGNAL SYSTEM 0 M9y �. 7oR - I: 010116 AIE Aa 763- 427 -5669 FAX 763- 427 -0520 C.S.A.H. 42 & C.S.A.H. 39 RJW OT373 vPaROlwmon-pftrran mI 16) ,%1,,,,,0"0 PBPn1_i•RN.2A6 .W92V. .....,••90 11a II•. 31101— 1911 CRR► ROM CIT OF OTSEGO, MINNESOTA ..6)0 NMC LOOP DETECTORS a l:, 40 T-cL F••J`1 P EDESTAL FOUNDATION PA 100 POLE FOUNDATION -' SERVICE CABINET TO CONTROLLER CABINET TO HH IS Y , L FARO-A-35-o (.`:1 A. 330'1 f 0' PEDESTAL POLE AND BASE TYPE PA100 -A -45 -040 -9 (DAVIT AT 350') W CONTROLLER CABINET 4` RSC NUMBER SIZE fFEE1) LOCATION 2-011E W,; `24.1.'.1 {;;;;st;..r, AT 0' ANC U' TYPE IA PEDESTAL MOUNTED 2 -ONE WAY SIGNALS OVERHEAD O 0. AND 11' N 2" RSC { -12 /C /f2 I DI- 2 -TPE MR r•�LE , aO R l'A ++ . At1L ' W EXTEND INTO HH 7 - 2 -TYPE 108 POLE MOUNTED AT 90. AND 180' Q 2 -1 /C /6 2 -S /C /12 'I■ := 4 : = = := WWI WAY EVP OETE( OP f!1 C i F-. T ].!Y 2` RSC ONE WAY EVP DETECTOR MW CONFIRMATORY Mr 1 -1 /C /8 INS. GR. 8 -3 /C 112 1 ■ �� HT P11 • 1 AND 1 -5 /C /1 2 LIGHT -PHASE 4 AND 7 = I 3" RSC SEWAGE CABINET TO NH I 15 -2 /C /14 .1 I D ' 2� FT USIa ,L,7J 5'i. .� (.:. C - -LU) 2 ED UMINAE BUTTONS AND SIGNS (p10 -/b) N 2 -12 /C /12 4 2" RSC -3 /C /12 (LUY) •2 1 0 ■�T51 EXTEND TO 1114 1 �PA 100 POLE FOUNDATION EXTEND INTO HH 12 •• Q 2 -5/C /12 CONTROLLER CABINET TO HH 1 3" RSC STUBBED OUT THREADED 0.4.1Z1�lf7i�M!li 3" R.,c TYPE PA1D0- A- 50 -D40 -9 (DAVIT AT 350•) 3" RSC 4 -3 /C /12 2 4" RSC AND CAPPED BOTH ENOS , �b241�➢71i�!�1i 2 - 12/„ /,a 17. 2 -ONE WAY SIGNALS OVERHEAD AT 0' AND 11' 2 -12 C /I2 (X 1 -3 /C /20 4-12/C 1 ) L`t14 �� .V ,I Rl a -C 2 2 -TYPE 106 POLE MOUNTED AT 90 AND 180 4 -3/C 012 < 10 -2 /C 114 2 / + 2 T 48IyS1t3F7�• : -3, 1 ,T20 ONE WAY EVP DETECTOR AND CONFIRMATORY I -3 /C /20 I EL TO BE ADDED OR RECONSTRUCTED IN 2006 IN ■Z131�VTi ∎}� LIGHTS - PHASES 2 AND 5 6 -3 /C 112 CONJUNCTION WITH THE CSAH 42 RECONSTRUCTION ■541 �� E CES LINAI rL fOtINDA ?N)Fa UYK -230 W HAS 1•E1 St In mil IN 3" RSC 15 -2 /C 114 PROJECT FROM CSAH 39 TO 85TH STREET. Bl�7B�liTiMMtTYfFi= ®'' 2 -PED PUSH BUTTONS AND SIGNS (R10 -4p) II 1i aSfT) 119(TY T-in IS P UESTN POLE Alin C• I, EXTEND TO HH B " I r -- AI FE . a y 0 2 - /C /12 2-3/C 020 ■Yi1�)i'f��M� TYPE IA PFOESTRJ_ MOUNTED 3• RSC T FE x 1 iJ..UI „Ep b 1 -3 /6 /12 ® CO J CTIO OR RECONSTRUCTED IN 2007 IN li EX3T00 II3T1 !111 3 2 -12 C 112 A !N Win , . C, E I 4 -3 /C 110 INTERCHANGE WITH RUC TH AND C CSAH 39 1" RSC 4 -3/C 12 I I f I -S /C /20 RECONSTRUCTION CONSTRUCTION ANO CSAH 39 .771. 51911.MINT 11133:61011•1111111110011111111111 1 -5 /C 612 1 -3 /C S20 :. U + • 8 -2 /C /14 RECONSTRUCTION BETWEEN CSAH 42 TO TH /101 I l , } _ 13 ?A 1 130 POLE FOUNDA130)6 • ® - • === - _ _ ■1�41 TTPF. p_' (DAV' 4T 310') 4: PEDESTAL FOUNDATION 1 X 1 , le I- RSC 2' / RSC X .E 2 - 06E WAY S!OtJAl.S LJYLPHt7:1O O AND 11' 10' PEDESTAL POLE AND BASE 2 -3/6 012 84 9 / I # �� - - - � 1 -2�C �I2 � 2 -2 C /14 2 -1YPE IN POLE MOUNTED AT RO AND 180' TYPE IA PEDESTAL MOUNTED / LLL 6- C 14 ■ 1 ORE WAY EVP DETECTOR AK CC.F 1LIATOR't EXTEND MO NH 10 �' i � 5 = v = v ........ = a - - _ - 9 .-3...,.'......n........ UGHT- PelASE 3 AHD 2 2" RSC 4 RSC '1 r ,,,3 ,...... P8 -2 2 -3 /C 020 •1 -6 PR /1 1 � II1 ) i 3 - LUPIHNRE - 250 W HPS 1 -5 /C /12 2 12 /C /12 IN •,!ire 03 & 06 I ■ �f 2 - PEO PUSH 9UTTOHS AND 161fS (RIO - -46) 2 S/C 12 / I � 1 ��\ r 'tI';',..7......'. O HI! 4 - -_ _ -. � 0S 8 J 6 nt�'m t[Y'ii•3i ;•. 1 Si AL N (` � EVP DETE C �� • n I7II10=.}i'F�� 2 3/C /20 D6 - r.,wTr1$1wT.1>♦ 6�T,1i 4 - C /12 - 132/C /14'- ANO LIGHT - �� _ _ 4 -3 C 012 '" \ 2 S C LOCATION s DISTANCE FROM STOP BAR 1_3 /C 020 2 - PEI. /f9 1 W 01 t 06 DI 1 '2 / C 114 `\� 06-2 TO DETECTOR IN FEET. v EVP DETECTOR • TOT DETECTOR INSTALLATION- O AND UGHT ■ _ _ ■ 01 -1 4-2/C 114 TOOT INCLUDED IN TINS PROJECT. 6041:3" , 3 _ - - _ - CONTROL I FR PHASING. PEDESTRIAN INDICATIONS AND PUSH BUTTONS - 0 . 4 EY 3 , QOE & 05 ® F - _ -_- EY DETECTOR �- .m. V . v C � 1 AND UGH p _ 84 l .7 __ 1••1 1 " ' EVP DETEC OR ® . 86 -1 1 -5 /C /12 \ 0 0 07 [ 1 1 :-,-1-.. ., 2 n4 4 4" RSC -12/c I12 + -...• '-] :Y #.01(.. P6-1 I -2/C P6 -1 ` 11471 .21P, ' ' �� /� ,I�A.' .. INTERCONNECT 7ERt70NNECi 1 0 -3 /C /12 @ _ ■ ■ - ■ { ■■ i / , 101 Iii/ �., _ v - t, / 9 ."'.88-2 . -2 /c /14 ® I ■.. I� , HOTS: EAST i0 TH - - -- - - - -- •2 -6 PR /19 I . - - 6 - v v . I - 1. DURING THE NEXT FEW YEARS, EACH 160 OF THE CSAH 39 /CSAH 42 INTERSECTION IS a. . 6 ANTICWATED TO HAVE LANES ADDED OR TO BE COMPLETELY RECONSTRUCTED. WITH THE P41. 06" - ` J RSC C7 CURRENT CSAH 42 STREET IMPROVEMENT PROJECT, 166 SOUTH INTERSECTION LEG IS 2 -12/6 112 1 7. KING RECONSTRUCTION AND AN EASTBOUND TO SOUTHBOUND RIGHT TURN LANE (THE 1 -5 /C 012 't 9 0 a SOUTHERN MOST OR OUTSIDE LANES) IS BEING ADDED TO THE WEST LEG. THE EAST _ _ '+ 4 -3 /C 012 INTERSECTION LEG IS EXPECTED TO K RECONSTRUCTED IN 2007 IN CONJUNCTION WITH - -- - _ -- - I -3 /C 120 M DOT'S 11 101 /CSAH 39 INTERCHANGE CONSTRUCTION PROJECT. WITH THE FUTURE y c - ( _ - - - 9 -2 /C 014 I I DEVELOPMENT OF OT5EG0 WATERFRONT NORTH PLAT. AN ADDITIONAL 50UTHB0UN0 TO •2 -6 PR 1 19 WESTBOUND RIGHT TURN LANE I5 EXPECTED TO BE ADDED TO THE NORTH INTERSECTION 4 tC= SIGNAL PHASES 3" R a , .A. LEG. 7HE ULTIMATE INTERSECTION LAYOUT PLAN SHOWN ON THIS SHEET IS 161(9060 TO ALL INDICATIONS SHALL BE /2". 2 -12 /C 112 MODIFY THE EXISTING TRAFFIC CONTROL SIGNAL SYSTEM TO FACIUTATE THOSE PROPOSED - i"•' ALL INDICATIONS SHALL 136 LIGHT 1_5 /C /12 ROADWAY IMPROVEMENTS. OM. DIODE (LEO) TYPE 4 -3 /C /12 2. w -. EXCEPT PHASES 1 3. 5 8 7 SEE SPECIAL PROVISIONS FOR PEDESTRIAN INDICATIONS. LED INDICATIONS, AND CITY �1 - OPT Al T FRO RAMME+ HEMS. 1 -3 /C 020 I I I FURNISHED MATERIALS. " (! _ _ FACE 6 Y C RLTA YLTA GLTA 9 -2 /C 14 { Om- II - =1C'C 1 -8 P9 /19 3. EACH SIGNAL. FACE SHALL HAVE A BACKGROUND SHIELD. 3 €04-2 2 \I N� 0 " 0 • 3` RSC 4 LOCATIONS OF POLES, PEDESTALS. HANDHO AND LOOP DETECTORS SHALL BE 111.1111.11M=11M1 Mr 7 n • • • • 2 -12 /6 112 ( I DETERMINED BY WRIGHT COUNTY TRAFFIC OFFICE PERSONNEL. II fi + • 4 -3 /C /12 \ 00 ,I , B1FII1 B1• CJ 6[ =� I -3 /C /20 S. FOR TYPE "D" SIGNS SEE SHEETS 2. \ re-to -L® 'Am C�t�E 6 -2 /C p4 /i • • • I -8 PR 119 6. 3/4" HALF COUPLING, 3/4" PIPE NIPPLE AND CONDUIT OUTLET BODY FOR EMERGENCY VEHICLE PREEMPTION EQUIPMENT SHALL K FURNISHED AND INSTALLED 1 03 op E „ • • • ■■ •2" NYC I 2 2 2 � APPROXIMATELY 6' FROM THE ENO OF MAST ARMS 1.3,5 AND 7. I ` Y .... �� E1 Egl -� " L a. ALONG CCSAHE42� 7. FOR SERVICE CABINET DETAILS SEE SHEET 4. - 1 111,1 : : : 11111 •1 -6 PR. /19 8. ALL LOOP DETECTORS SHALL BE 14014-METALLIC CONDUCT (NYC) TYPE. FOR NMC LOOP i I N -- t�71[ - i I DETAILS SEE SHEET 5. .. PEDESTRIAN PUSH BUTTONS SNAII RF LOCA13FO AS SHOWN ABOVi YY IiM4 ■ - t�t�� 9. FINISHED GROUND LNIE SHALL BE 6" OF THE TOP OF THE CONCRETE SIGNAL SIGNAL SYSTEM PLACE OPERAl)0N - • • • • • • POLE FOUNDATIONS. PROVIDE AND PLACE FILL AS NECESSARY. - THE SIGNAL SYSTEM FLASH MODE IS ALL RED. 9_3 • • • 1 11 T'�'• 9 � 10. ALL WWWII INDHOLES SL K PVC TYPE WITH METAL FRAMES AND COVERS. - NORMAL OPERATION IS 8 PHASES WITH PHASES l) ALL PHASE I, 3, 5 & 7 SIGNAL y • 30 •• U ❑ 1. 3. 5 k 7 BEING PROTECTED LEFT TURN PHASES. FACES SHALL K OPTICALLY i I p I 1 7 • THESE ITEMS (MASTER CONTROLLER. CABLE. CONDUIT 0 /06 HANDHOLES) ARE PART OF PROGRAMMED. II ,� THE TRAFFIC CONTROL INTERCONNECTION SYSTEM FOR CONSTRUCTION & COMPENSATION - PHASES 2 0 6 SHALL K ON NMI= RECALL. O GRE N r PURPOSES. 618E ` EJ Hakanson Anderson Assoc., Inc. . T` -� arr of ULTIMATE INTERSECTION LAYOUT PLAN 15 = -∎ - � r 11711 � 5 O L SIGNA SYSTEM CSJ1.HTRAFFIC CONTR m 111.-1 111.-1 �T� r' - ntm 763- 427 -5060 FAX 783- 427 -0320 C.S.A.H. 42 k C.S.A.H. 3 9 �Y'___ -_ RJW onn •.•.n•A•I•w•- an4•r•on.1:•m TQ GBIi4T ROAD CITY OF OTSEGO, MINNESOTA ) SHEETS ®HH -7 e • e D1 -1 D32 63 M � II, ® I J :, ..:.... . n a f �,_ ._.. . ' r .. .. il H OHH -8 � 92A ALONG CSAH 39 e Dt -2 ►33 64 M � ''� 6 r l� l I LL E r i- I 1- ' t._; I l D3 -3® ( W A al a ° t D �8 -3® ®HH -9 • H 1` � - CR � � TIE 1 J - - , 62 = •— x _ +^ r I �. -- L 48 j �_ 51 8 aK 3 3,54 D8 -1 ^1 RE G ) ,. .:. --. - --p-- I - 1 t `i '•I- 3 7 - � -- -- '(EL I � - ` 1 ,_ 07 - -4 y _ � I 5 8 -5I® 8 -2 I �-- 41 4 2 L Isa Ir6 (8 ""4 ( :0'( - (1 . ' 3. 6a � -- S 1 I I. ' --•' -(p 6 HH 3 t .__1 -�! I NEU -- -- L 6 1 -- ' -- I c r I ®_..:.... - 1 . ; —s- —y $ ----- I -*DR U1 t. F_.J p t, - -YET R `1 l v5 -.,� ---- I - + 5,50 - 60.•92 O® -SPft FI s _ -� -� HH -1O® - 23 25 -e- T 63 , 64 SPR NEU -- ---E- - __ 8 -.3® _ 0 1 { 1 HI-1_ £3 _ ! G j_^ S T , E c 1 42 PB t 6 1 71 H-03 49 •- -• -. - EOG 123 RED µsn ®ID3 k` D3 -1® _ ^ --I - YEL _ - DETECTOR I >-• �--r- -- -- w ict &fib -rRN- f IJ - _. i® 52 P2-I 45I • (D3 -4 82 48 ® -•-- • 4, 23- 33.63, 64 - EVP �; I - - D`1 - -5® .�- NE - _ - Ij) - 53{ 44 -` _ HH - -.i - - UF TE.0 iTOP. I ('4 LIGH1 ! - '- _C$ ^1 ® PB4 -2 $,a7- 91 INTERCONNECTION � 4, 23 -2E ALONG CSAH 42 93 x •7 - -" a .- . -� -� -- 1 s - RED I -. SPR 1 PEE, -- - . 54 f I9 - D ' . i� - 1 ' U -,- 2 L UMINAIRE 0 • ETE':TGI _ ___..J P8�_I -r i --- SPF4 Y L 4- 3 ® 1 • HH -11 - re -i 27 2 .. - -- I - I P ■ ® - E ..._ Cl 3 1 �2� t --EGG CM! fTJ - • - " - J 26 -- - 0 �� • - , j ^" - -- -63 3r 4g ' - NEU - I_ ®HH -12 --a� P88 -2 - -- `NLK , 24 -EVP - I E -- Ci 1l 6,41 -46 21 -F6 - -2 I - 4... 2 28 18 L "E `I ---- G4 -- DF''!CCTOF' r r' J --I�I - (UNMAKE / _�_ - -' U L — -- 1 5 ,47 -62, 2 .2 __ SPR RED I Rt R EO HH -13® a a = -i- I I I - __ �, ® * 91, 92 5,55 -60 I HH - 2 0 -4 -- - NEU - -- YET. JEU 55 _ —Y -2 -2 9 --"-I � _ II+;- - - -- - --- - --- RFD , :+ --GPFI 1_8_, I I rVP LIGNT�o7 - - GRfJ -. L -C - 2 -T � 39.401 1 5,6,39 - 62.`91,'92 N D4 -1 1'" - -YEL •NEU I I .F'R - NfU "'` 46 62 .gp �u r l 2 � - • �• 'y% - t_ ._ 17 16,x' ' e 1 - - - CAN - � `t-_... U> - 2J 1 • 04 2 - ? 1 �_ - 25 - ' --WV t - P _ I I SPI2 -tV1' Ib;Hf ,y I r -IH ' �._ P8-1 (� x,' C ___r - _ 63, 6 4 --- EOG _ _ -DAN IN, FOG -- FP. ® -1 58 `� (I) , P4 - _ _. . 1D --- NLK I ^ - N EU a. ?< W7 -- - Sf R ( � `� 1. I -�- +...-- I.7 CI e 3 13 7 -;S ! NEU pq. ! - -f EU �- T; - Fr HH - .5 - • 55 � P _ 1, rD4 ..T__.. . .. I --- {_ I 1 1 _ -- I �- a z •_._- I 4 63, 64 -nWK - -PUP, DETECTOR 5 6- E P 4 .1 1 -b.6, !: j5 =1 59 P84-1 � -- �t Hh -1 - 1'l34 -1 --YL r -s-- 1 ® ID4-4 11 t .. 14 RED - 1 ®--- -DE cl 7,a 24...82 - i4 -62 s . 1 f __._r _ G - i" -+- !! I NEU I .. --- ._.__ 2 •91,•92 - 0i _�- "-- "-- _ L - / 1 I - SPR - 00 _4_,1 -- r --- K.5 •9 � . �- Pea t - 14_$ i A - i I - GP(' -- YE! 3,4 60 - P8s -2 3,7-12L I� I 26! - --- I l _ r 2 -1 1 ---1 u , � I 12 SPR NEU r - I nFU - I - RFd f •2 a 05 DETECTOR ' �1I 56 _— _.- - - �.. E I ..1 1 s UMINAIRE - r --- �- T - -TrwNEU i r^ - 1 , vt.t� F4 - N t. _ �..... - --� I Z ___J EvP $ - _O 1 L-1,96-2 -2 PE-16-1 I" �' u'AK - - A4-� I _ C' 8 ulktINPME _ _ 3 13 -- - _ 2- - -NEU 01 SPR 5 - -.frn' -' f: z '-' H -1 21 P2 -2 7© .6 - _ i , FROM 004 - -3 1 • EVP I- --DAV ` 11 JJ ® -- r4 tEC tOR _.____ -s- HH i.t _ I i I A (-- - ' -_ _ -___ _ • CONDUCIOF COLOR COOING - i4-{ n4 -4 n R t -2 N L' i JI(� C �f31:1F T ', 3 7 1 . ) FS -2 t -R R - - ^N u I ' - -- - - Rtt J - -2 ..,EIS.` NF f — ' �?I ` O '� T5 �. D4 -$ �'L 8-2 i I T;',- _ - L '_U1 l j -- • 57 • I --BL 8L .._.. 5/C. g12 15 - = - DE -1 l F -... - - L,F ..-1 j �..-. J� o_ 7 1 , -� t 'A; I �_..� - EIq 1 -_ t _ _ ,., -_� I ! 1 ' , ( O® -R /843' C -- L - 3C1 -- D6 - aE I c, LL1tdiNAfkF i I - • ti.._. � 9 - ) -0/BLK g - __ - .. I® JJJ $ - r J 12 /c j12-- _ RLIA--- ! W : NE J W�i/BIJ` - P &...; - � BL�dU' YiI{ _ �/ Vii^ - R LTA -- � L ®�- IN NOTES: O __- BIM LK - ' yLTA + � " -' - YL TA 1 I T - i GWI llf I Al h o FUTURE DETECTOR INSTALLATION 1 -._. SLY - -ta TP, 3. , .. — G LT A i� I 5� , 2 c � ( Cr R OR 0 -- �r NF -NOT INCLUDED IN THIS PROJECT LLK /�A{ NEU _ NE IL $ G B BL . t'ffi (38 YEl 3/C. " 20 •NEU - I I " - -, - 1 ( 1 . ® 10 BE ADDED. RECONSTRUCTED OR ELf< OR BL -- I • - - -- -FOG G : WITH THE CSA 1 -- -';,'R lU-- - - - Al r E Ili " "1 REWIRED IN 2006 IN CONJUNCTION -G F( ,u„ ' 1 ; - 1 ® I -- H 42 RECONSTRUCTION � K B LK - 32 f5t CD 1 -1e I ' ! sPF? - -Fr PROJECT FROM [SAX 39 TO 65TH 1 -i /r. (k - - f \ '. H CLEAR - " -_ Z r<1.; L_ I1 i -1 33 l . I .,:; ._ j or) IIFl1 - I . 1 I STREET NOTE: ALL INEIINAI_ BLOCK CONNErT1UN5 —1_ D1-2411 • 91 INTERCONNECTION ® L -P 1 - ---' - I . I."` .i (. i e TO BE ADDEO RECONSTRUCTED OR SHALL PE ARRANGED AS S °E(IPIEU P.(t01r_ 63 ® ;,- tR : C c REWIRED IN 2007 IN CONJUNCTION tl4IIt . ..- _...._ D1 -3e •92 ALONG CSAH 42 NPJ 7,::-F-?-,-1,-..-1._ ! WITH MNOOT TH /101 /CSAH 39 • 64 INTERCONNECTION Gi'1 1 , c _ --! %- CSAH 39 RECONSTRUCTION BETWEEN INTERCHANGE CONSTRUCTION AND 111ESE ITEMS (MASTER CONTROLLER CABLE, CONDUIT Volt NANDII o) ARE PART 71H ) } / E L j (IT F D1 - e - RV ,_- _ _ -- - mum CONTROL INTERCONNECTION SYSTEM FOR CONSTRUCTION t COMPENSATION PURPOSES.. ._ - ,.-_.. . ... _ ._.. . . __ __.. -. . -.. - .. ALO NGCSAH 39, -. _.. -•^ a - ,,.... CSAH 42 TO TH 001 DATE RT.M310N 1 ARM, unity 6,R tlr.1n. . .� Obi! rImre•4 « ;~ T ' '� "7 .EJ � Hakanson Anderson Assoc., Inc °r" or ULTIMATE FIELD WIRING DIAGRAM ',at 4� OW Engineers owl Land Surveyors '^• M aD Aos 300 ,,,,,,, ,,, n , • TN.r.o1. 09303 Q TRAFFIC CONTROL SIGNAL SYSTEM 16 •M•R M4 763 - 427 -5860 FAR JIH k 763 -427 -0520 C.S. 42 C.S.1LH. 39 CI — n p1. i00' - I`"'" m...•a • ,.>- _ • ',, - _ "' LW on» ....n..v,wn- m•rm,.•.m 7BB CRiA CITY OF OTSEGO, MINNESOTA v 17 EETS X .5.- 1 I V` " I : <W Z i-- ow o *N N - -.lg. 7 OLYJ e l II II x e MO st ° 2 II 1 e1 1 I Ri 1 II 1 'III I I I II 1 I° I I 4.1 I 1 ij I 1 II II II II I I I 1 I 1 l0 L//II I II 1 Safi 1 0 «' !Ali 1 I ' I —<u ti I I I I I 1 1 1 II I l i OP II 1 1° _ an q • 1 1 ° ° I j --a2 Q 1 N I ° + c „� 1 • 204 E49 1 1 1 t aag I I iA Sh„: a$^ • 1 I I Y a ▪ k ° 1 0 11 1 I, __ - S II o $ 0 1 I IN /, ,I r i , I I lu , , I I jY ,,. u I I III I I a lit • 1 1 1 :g I 1 1 I . i 1 I 1 �° a I I IF • II i i t $ i ; -, I -« a r. R R1 11 ( I i ti ll s zy j I n 1 I 1 x ., , ._, ,,,.. r , ___. to v 0 w i 05 1 I _ r0 t i 1 ® ° — a a 44 frs a; (D7 :, L , - s ITEM 8_4 RESOLUTION NO. 2006-58 RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS WHEREAS, pursuant to Council requesting, Hakanson Anderson Associates, Inc. has prepared plans and specifications for the C.S.A.H. No. 42 (Parrish Avenue) Signal Plans, Improvement Project No. 06 -12. And has presented such plans and specifications to the council for approval; • NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO MINNESOTA: 1. Such plans and specifications, dated July 24, 2006, a copy of which is attached hereto and made a part hereof, are hereby approved. 2. The city clerk shall prepare and cause to be inserted in the official paper and in the Construction Bulletin, an advertisement for bids upon the making of such improvement under such approved plans and specifications. The advertisement shall specify the work to be done, shall state that bids will be opened at 2:00 p.m. on September 7, 2006, in the council chambers of the city hall, 8899 Nashua Avenue, Otsego, Minnesota, 55330. No bids will be considered unless sealed and filed with the clerk and accompanied by a cash deposit, cashier's check, bid bond or certified check payable to the clerk for 5.0 per cent of the amount of such bid. Adopted by the city council this 14 day of August, 2006. Motioned By: Seconded By: All in Favor: Those Apposed: Larry Fournier, Mayor Judy Hudson, Clerk OT373resPlansOrdAds RESOLUTION NO. 2006 -56 RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS WHEREAS, pursuant to Council requesting, Hakanson Anderson Associates, Inc. has prepared plans and specifications for the construction of Water Tower No. 3 — 1.0 MG Fluted Pillar, Improvement Project No. 06 -02. And has presented such plans and specifications to the council for approval; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO MINNESOTA: 1. Such plans and specifications, dated August 4, 2006, a copy of which is attached hereto and made a part hereof, are hereby approved. 2. The city clerk shall prepare and cause to be inserted in the official paper and in the Construction Bulletin, an advertisement for bids upon the making of such improvement under such approved plans and specifications. The advertisement shall specify the work to be done, shall state that bids will be opened at 2:00 p.m. on September 7, 2006, in the council chambers of the city hall, 8899 Nashua Avenue, Otsego, Minnesota, 55330. No bids will be considered unless sealed and filed with the clerk and accompanied by a cash deposit, cashier's check, bid bond or certified check payable to the clerk for 5.0 per cent of the amount of such bid. Adopted by the city council this 14 day of August, 2006. . Motioned By: Seconded By: All in Favor: Those Apposed: Larry Fournier, Mayor Judy Hudson, Clerk OT521 resPlansOrdAds C.S.A.H. 42 (PARRISH AVE) SIGNAL PLANS GOVERNING SPECIFICATIONS THE 2005 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR CONSTRUCTION" MINNESOTA DEPARTMENT OF TRANSPORTATION SHALL GOVERN. ALL FEDERAL, STATE AND LOCAL LAWS, REGULATIONS, AND CITY OF OTSEGO, WRIGHT COUNTY, MINNESOTA °ROMANCES SHALL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. MINNESOTA STATE AID PROJECT XX400C -XX ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE MMUTCD, INCLUDING FIELD MANUAL FOR TEMPORARY TRAFFIC CITY IMPROVEMENT PROJECT 06-12 CONTROL ZONE LAYOUTS, JANUARY 2004. NE 1/4 OF SECTION 22, T 122 N, R 23 W CITY OF OTSEGO PROJECT 06 -12 • SHEET INDEX THIS PLAN CONTAINS 17 SHEETS 1 Title Sheet PROJECT aYV..+AY•aM'v4 7 3 -8 DetaY tl Plalee. Schedule of Quantities oral Signing Details LOCATION n C5 42 & 85th Street Feld Wr ionl iogroo 7 � - I - CUJii T CSz c syse � � 5 9 CS f0 CS 11 CSpriot Plan • I _ s v ; r 13 Existing Field Wring Drogram \ �• t i I 14 Existing Signal System Salvage / Removol Plan • l I #' __- -_-- -_- 15 CSAH 42 CSAH 39 Ultimate Intersection Layout Plan - -' - ' � 16 CSAH 42 & CSAH 39 Ultimate Field Wiring Diagram I t � , o ;__. r�i ' am n. F :.. & 17 CSAH 39 Traffic Interconnection v��P 3 ,$ I Signs Layout P lan I 51'4, t - J1 LOCATION � RECOMMENDED FOR APPROVAL PROJECT,. 1 — I xT.� erg .a ;� w ,w r —� _ i I i 11) I ; xE een sr 28052 04/24 /06 F: > AP S 1 s 7 T N STREET ` RONALD I WACNER P.E. License No. Date �� - t L __. ...•., ri I Y ® CITY ENGINEER � _ .....� _ _ ,,r -� !Tt K e,. =i di L ��* LOCATION Ianal�._ l .�, - -- PR/O�JEC/T�� C yf L T7 �, C u I WAYNE A. fINCALSON, P.E. Date LOCATIVE\ „ � .. ;5 ®1 t WRIGHT COUNTY ENGINEER 85TH STREET = r� I1_ S77 . , , i sua. Y !~ 8 3 \ 17 1 1 ,--------r r r i 9 , , i = l _ / / 1 / � � j �I I I i • ♦ ' i i }I DISTRICT STATE AID ENGINEER Date _Ir-.7- rr, --. n u . , 1 I I . b, G li ” RENEW FOR CONPUANCE WITH STATE L_ i _ L I: Fa, �r"�, E} s L 1 J n ∎ NO RULES / POLICY Tr" IL -y 's, q: @i E! r ti: - ---- - , - '- - i ii -35,S ,sp , v E il -- { r v ' ` 'I I y� E� fl r _ _� STATE AID ENGINEER: Date N Of that this plan, specification, or t • t\ F.� e d i t ' B ey � (F ' � y°J` s " s r — I hereh cer °` opo re d d ly y L torsos P eleesional En perk d , y i�� i ^ m. m t ( 1 , r ;I I { of the slate of Minnesota � 07/z4/O �� \ � ^\ 0, r aawa w �;_ . n A. ` l ei �N° j `\ C 27 , ti / ' , r I „,-,) c-� ` JAMES t • \7,4• P.E. License No. Dale LOCATION MAP sr a N " . F VINICITY MAP f ain a Imo HANAN • ANDERSON ASSOCIATES. INC. FLi;E DI flYT DATE REVISION I tit . d I ERw IV MS " 01011T411AU ° Ho arson arm us amen /CCOMIS TO At eau= A arson 1•s �� OF 1106« 1-07, 3 "ST//10111D 01111611113 ' ■■ Assoc..Inc. State Aid Project No. XX- XXX -XX (CSAH 42) FOR 00111511011 /MO 15161111 OF FINING G•e F.p- -. w w en.y... e4 CM OF non cOIWIY 11111E90TA UNIT wA" 'W lbo ,e-m. a �' SHEET 1 OF 17 SHEETS t3 3 SCHEDULE OF QUANTITIES STANDARD PLATES Bid Schedule "A" - CSAH 942 SIGNAL PLANS _ THESE STANDARD PLATES AS APPROVED BY FHWA SHALL APPLY Estimated Item Na. Spec. Ref. Description Unit Number of Unlls PLATE N0. DESCRIPTION 1 2565.511 Full T Act 7 Control Signal System at 85th 21) 51G. 5Y5. 1 2 2565.511 Full T Act 7 Control 5 System of 871* 51) 51G. SYS. 1 81100 TRAFFIC SIGNAL BRACKETING 3 2565.616 Revise Signal System (at CSAH 939 SIG. SYS. 1 (POLE MOUNTED) 4 2565.601 Traffic Control Inlerconnecllon LUMP SUM 1 81110 TRAFFIC SIGNAL BRACKETING (PEDESTAL MOUNTED) 81120 PEDESTAL FOUNDATION TRAFFIC CONTROL SIGNALS 81143 P.V.C. HANDHOLE /PULLBOX NO VEHICLE LOAD SIGN LEGEND 81150 PEDESTRIAN PUSH BUTTON SIGN SIGN SIGN 512E SIGN SIGN REMARKS ESTIMATED INSTALLATION LEGEND NO. 44b6(()) INCHES MESSAGE COLOR QUANTITY 'mac SERVICE EQUIPMENT k POLE BLACK ON WHITE AT 85TH A 67TH ST. a (t) RIO -4b(L) :410' PED PUSH BUTTON 5 1 106 BUCK ON WHITE A! 8516 k 87TH ST. 8 TRAFFIC CONTROL SIGNALS MAST ARM MOUNTED 011 POLES 8119C GROUND MOUNTED (2) 03 36'X48' COUNTY 42 WHITE ON GREEN 1 & 4 AT 85TH & 87TH ST. 4 CABINET FOUNDATION (2) 03 66 " %24" 85TH ST. WHITE ON GREEN MAST ARM MOUNTED 011 POLES 2 8121E TRANSFORMER BASE 3 k 6 AT 837M ST. AND POLE BASE PLATE (2) D3 66'024' 87TH 5T. WHITE ON GREEN MAST ARM MOUNTED ON POLES 3k BAT 87TH ST. 2 8122D PEDESTAL AND PEDESTAL BASE (FOR TRAFFIC CONTROL SIGNALS SUPPORT) P00E8ERIAN PUSH BUTTON SIGNS (R10 -49) SHALL BE IMCIOENFAL 70 THE SIGNAL SYSTEM. 8123E POLE AND MAST ARM 1AAST2ARM MOUNTED STREET NAME SIGNS ARE INCIDENTAL TO THE SIGNAL SYSTEM. 81240 MAST ARM SIGNAL HEAD MOUNTS 81266 POLE FOUNDATION (PA 90 AND PA 100) 81300 SAW CUT LOOP DETECTORS TYPE "D" SIGNS NO. OF r 61 ,) , 15 ,6 �,6 WS ' - 9 • SIGN NO. P0575 POST SO. FT. A L MAST E ARM N ( 512E RED. PER SIGN SPACING PER SIGN POLE NO. 6 0 4.1 8 5 t h S t d' 2i PANEL D -3 36• % 48" 2 N/A N/A 12.0 10' B5TH4ST0 / COIRR11 8 ' D -3 36'X4 2 N/A N/A 12 1 4' 87TH S 42 18.4' I 29.1" 1 I 12.1 18.4" D -3 66'X24' 2 N/A 11/A 14.0 9' 3 k 6 O -r L 1 BSTN ST b D -3 66'524" 2 9/9 N/A 14.0 9' 3& 6 0 3.0' RADIUS. 1.0' BORDER, WHITE ON GREEN: 67TH ST 4.0 85lh S" E MOD: 1. MAST ARM MOUNTED STREET NAME SIGNS 6 T ARE INCIDENTAL TO THE SIGNAL SYSTEM. c V 11.2 1. SIGN D -3 DETAIL ( ' -A -- - NO SCALE 4.4 -{6( -- 24 --.111 I-1- OVERLAYS 36 50. FT. D -3; 36' 0 18• r 6p 333 '14} 733 1633 ,6 3 0 6" 87th S t PANEL NO OVERUY 6.0 Hadlus. l.3' Border. Milo on 0M0 J B 24" Doubts Headed Amoy 5 24.0• 0' 0_3 M1-6 X24• A 4 24' CSAN 42 4 SIGN NO 0- D - DETAI L B' 1 • 8.8• 1 28.3" . 18• I 12.L" I 8.8 1 TYPE "D" SIGN NOTES; I f 1. FOR STRUCTURAL DETAILS, ME "D SIGNS. SEE STANDARD as SIGNS MANUAL. PG. 105A k 1058 3.0" RSDIUS, 1.0 BORDER, WINE ON GREEN: 'NM St" E MOD 2. FOR TYPE O STRINGER AND PANEL JOINT DETAIL, SEE STANDARD .. SIGN MANUAL SIGN D -3 DETAIL ' NO SCALE DATE REWSIO11 1 6.o1r .0101161 NY ,Iw � BOOR 1.7"......g.:". ;' t ; ' V "y JE' Hakanson Anderson Assoc., I \ 6P STANDARD PLATES, SCHEDULES 'HUT 2 100 • ; "' RWR. I 5 II' Civil e l Ep ere a^d'a^d sl.5030. OTSEGO OF QUANTITIES & SIGN DETAILS CI p ADS 5/26/06 3601 Taunts. A.. Aete, Weme 5530] � C.S.A.N. 42 (PARRISH ST NE) ---- MO N[ 4 763 -427 -5860 FAX 763- 127 -0520 ) / w _.0... 1. ..,..su.wrsl.vorsn ..y 0000- w Owe r. f,: Ur. e. MIL_ RJR 07373 emsholo l.on- ana..oa.eem ON ns PJ,$A ROAD GM OF OTSEGO, MINNESOTA Ers 01373 TYPICAL PAD WITH CONTROLLER CABINET AND SERVICE CABINET SEE INTERSECTION LAYOUT FOR CABLE INFORMATION NOTES: (NOT TO SCALE) SIGNAL SERVICE CABINET 1. THE ANCHOR R00S. NUTS AND WASHERS FOR THE CONTROLLER CABINET SHALL BE • (SEE DETAIL) FURNISHED BY CITY. 2. THE UPPER PART OF INC EQUIPMENT PAD SHALL BE BEVELLED OR CNAUiERREO I RSC AND SIGNAL ---"'"e ---"'"e ` 8" CONCRETE PAD IN A NEAT MANNER AS DIRECTED BY INC ENGINEER. SERVICC E CABLES TO SOP \ 3. THE TOP OP INC CONDUITS SHALL BE THREADED AND CAPPED AFTER •' � ' 4" RSC TO HH 14 AT 85TH ST INSTALLATION (ANTI CABLES ARE INSTALLED). - - -- AND MM 15 AT 87TH ST 4. CONDUIT SHALL PROJECT A MINIMUM OF 2" ABOVE THE CONCRETE AND SHALL a SEE INTERSECTION LAYOUT BE LOCATED INSIDE THE CABINET WHERE DIRECTED BY THE ENGINEER. BUT SHALL 2" RSC TO NOT INTERFERE WITH THE CABINET FUNCTIONS (SUPPORTING MEMBERS. ETC.). ,, r CONTROLLER CABINET - I) ANGLE IRON r i • 5. CONCRETE MIX 3A32 OR EQUAL SHALL BE USED FOR INC EOIPMENT PAD AND � F N 'S ' SIGNAL CONTROLLER CABINET 3" RSC STUBBED OUT SIDEWALK. 6. CONDUITS WITH BOTH ENDS TERMINATING WITHIN THE PAD SHALL NOT BE • (THREADED AND CAPPED INSTALLED BELOW THE CONCRETE. BOTH ENDS) 7. INC EXACT LOCATION OF CONDUITS WITHIN THE PAD SHALL BE DETERMINED BY - THE ENGINEER IN THE FIELD. N 2" RSC AND 4 LUMINAIRE CABLES TO NM 1 PREFORMED JOINT TILLER 4" RSC TO HX 1 ***- ' - -4" CONCRETE WALK SEE INTERSECTION LAYOUT ABBREVIATIONS PLAN VIEW 3 -2 (p) - SIGNAL FACE PHASE "3 "- N0. "2" PED - PEDESTRIAN B L - BLUE R - RED BLANK - BLUE WITH BLACK TRACER R R S - REMOVE AND SALVAGE ILK - BLACK R /BL1C - RED WITH BLACK TRACER BLK/WH - BLACK N WHITE TRACER RLTA - RED LEFT TURN ARROW SERVICE CABINET WI B R. GR. - BARE GROUND RRTA - RED RIGHT TURN ARROW _...------_.,_ CH. SW. - CHECK SWITCH INC - R1010 STEEL CONDUIT SIGNAL CLR - CLEAR D2 -1 (p) - DETECTOR PRASE "2"- N0. "1" SOP - SOURCE OF POWER CONTROLLER DWI( - DON'T WALK SPR - SPARE CABINET GROUND LINE E00 - EQUIPMENT GROUND ST LNT - STREET LIGHT EVP - EMERGENCY VEHICLE PRE- EMPTION STA - STATION BL - • I I_� __._____—_F t 1 - FURNISH AND INSTALL SW - SWITCH • .' II I Fl - FLASH /FLASHING 5W0 - SWITCHED G - GREEN TOW - TELEPHONE DROP WIRE G /ILK - GREEN WITH ACK TRACER MI - WHITE OLTA - GREEN LEFT TURN ARROW WH /ILK - WHITE WITH BLACK TRACER � - -- ORN - GREEN WU( - W ice OR. RD. - GROUND ROD YEL - YELLOW _ - -. GRTA - GREEN RIGHT TURN ARROW 0114A - GREEN TNRU ARROW YLTA - YELLOW LEFT TURN ARROW YRTA - YELLOW RIGHT TURN ARROW 18" CONCRETE MPS - PRESSURE SSURE 50011114 GROUND GROD ROD (5/8" DU X IS' 1.0110)-/------.... PAB 1140 - INTERMEDIATE METAL CONDUIT FRONT VIEW INS GR - INSULATED GROUND SYMBOLS JO - JUNCTION BOX LED - LIGHT EMITTING DIODE $ - E0G CONNECTION 5' - 3' 14111 - LUMINAIRE _ • NEU - NEUTRAL //) - EVP DETECTOR DIRECTION SIGNAL NMC - NONMETALN: CONDUIT - IININAIRE 110. 4" MIN.2 CABINET 0 /RJ( - ORANGE WITH MACK TRACER O - 51611* . BASE N0. • P2 -2 (p) - PEDESTRIAN IIDICATIO NS PHASE "2 "- N0. "2" O - SIGNAL FACE N0. l" CONCRETE WALK . re — PUSH BUTTON P82-1(p) - P11511 BUTTON PHASE "2 "- N0. "1" t' - SPLICE 18" CONCRETE PEC - PHOTOELECTRIC CELL PAD FOR PUNS AND UTRITIES SYMBOLS SEE TECHNICAL MANUAL SIDE VIEW OATS REVISION 11 V eart114pa*11 R48 Om ease - !s/ .1 ...1 � wY 5 M An j Hakanson Anderson ASSOC. Inc. N 70Thirso are IP EQUIPMENT PAD LAYOUT S "' w W. e■e Ne '�-- c1w Eege. «• •ea L•w s .r«+ TRAFFIC CONTROL SIGNAL SYSTEM 3 " \ ADS 5/26/06 ,,, 3601 Su . Asa" hobs. 1131444414 53303 C.S.A.H. 42 (PANIBSH ST NE) ® l7 ... N. ads - eA � T Mee IM n 763 -427 -6660 PAX 763 - 427 -0520 .: W- .5 ...0..41.- 200A0I 40 wm w - «. as S'✓_' A: NA J>NL._ _.__ 1 RJN 01373 .nchol4* 0l ew.aensem O Tis QLaA CITY Of OTSEGO. MINNESOTA SHEETS 07373 CABINET BASE DETAILS CONSTRUCTION NOTES CAPPED 1. THE SERVICE CABINET SHALL BE FABRICATED FROM FORMED AND WELDED N0. 12 GAUGE COLD ROLLED STEEL ROOF 2. ALL HINGES, HINGE PINS, AND LOCKS SHALL BE OF NON - CORRODING MATERIALS. -. -111 I /4" 3. THE SERVICE CABINET DOORS SHALL 00 ATTACHED TO THE ENCLOSURE WITH NON - CORRODING TYPE TAMPERPROOF CARRIAGE BOLTS. THE METER COMPARTMENT DOOR SHALL BE SECURED WITH AN OVER CENTER DRAW LATCH AND DUAL LOCKING FIXTURE WITH LOCK. THE CIRCUIT BREAKER 1 1/B• r-16" 1 1 /8" 11 " COMPARTMENT DOOR SHALL BE SECURED WITH A STANDARD POLICE LOCK EQUIPPED WITH A SWING DOWN PLATE WITH TWO (2) KEYS. 1 1/8"-i _ ANGLE IRON rim. BOTH DOOR OPENINGS SHALL BE SEALED WITH NEOPRENE GASKETS TO FORM A COMPLETE SEAL WITH THE ENCLOSURE. w " BASE FRAME S THE VIEWING A110 PHOTOELECTRIC CONTROL WINDOWS SHALL 80 CLEAR LEXAN MATERIAL - 7" X 7" MINIMUM FOR VIEWING WINDOW AND 4" X 4" f--r- NTH DAN BOTTOM FOR PHOTOELECTRIC CONTROL CELL WINDOW. 16 1/4" 14- CiRIC 12" • ENCLOSED 6. THE SERVICE CABINET SHALL BE PROTECTED INSIDE AND OUTSIDE WITH A RUST INHIBITING RED IRON OXIDE ENAMEL PRIMER AND FINISHED WITH AN —L OVEN BAKED ENAMEL (SILVER). 7. CIRCUIT BREAKERS SHALL BE 120 /240 VOLT AC, 60 Ns. AND SHALL BE CLEARLY MARKED WITH THE '011" AND 'OFF" POSITIONS AND IDENTIFIED 1 1/0 i WILL NOT DLOA W H IC H IT I MOIST OR AGE. NOS' OR "UGNTING ") . ALL CIRCUIT BREAKERS SHALL BE CLEARLY MARKED IN A MANNER THAT FULL / `� METER DEPTH COWAR11/ENT 6. SHORT CIRCUIT RATMG - 10,000 MC SYMMETRICAL. STEEL \ DOW BARRIER 9. PROVIDE CLEARANCE TO INSTALL OR REMOVE PHOTOELECTRIC CONTROL 1" DIA. MTG. HOLE (4) -""17 "l■- O 10. PHOTOELECTRIC CONTROL LENS SHALL BE ORIENTED TO ELIMINATE INTERFERENCE BY MANMADE UGHT SOURCES, PHOTOELECTRIC CONTROL LENS FOR 3/4" DA. X 16" LONG ANCHOR ROD (4) COVER FW SHALL NORMALLY FACE NORTH AND EAST. (MN /DOT 3385-TYPE A) GALVANIZED re 11. ALL CONDUIT ENTERING FOUNDATION SHALL BE SEALED WITH AN APPROVED DUCT SEALER. FULL LENGTH WITH WASHER AND NUT BREAKER ACCESS O 6 ( ALLOW FOR I" OVERLAP) 12. THE SERVICE CABINET SHALL BE U.L LISTED AND APPROVED FOR USE AS OUTDOOR WEATHER PROOF SERVICE ENTRANCE EQUIPMENT. 13. THE SERVICE CABINET SHALL RE WELDED TO THE BASE IN ACCORDANCE WITH U.L. STANDARDS. BASE LAYOUT TOP ELEVATION 14. SEE INTERSECTION LAYOUT FOR 8(001800 NUMBER OF LUMINAIRES AT EACH INTERSECTION. FEED POINT WIRING DIAGRAM MAIN SERVICE PHOTOCELL 120/240V. SINGLE PHASE. 3 WIRE / \ 11 1.1 L2 METER SOCKET V �,, ^. 1/C 2 200 AMP SERVICE CABINET DETAILS r LUWWIIRE CO POWER FOR FROM S TERMINAL IT RIMLESS .JI � WHOM ROOF ---�I I~ PHOTOELECTRIC TEST BY -PASS POWER ' 14" I 12" WINDOWS FOR 6 I . TOGGLE SWITCH Go. MECHANICAL BYP14S 11 -. INDOW -- - PHOTOELECTRIC CONTROL _ _ CONTROL -METER BY OTHERS- _ MRR � ,., METER MEMO WINDOW L d METER SOCKET [ KK AUTO 6�� "II,- _ ( BY OTHERS) ILK I I . 1 CABLE - T A�T � SCREENED VENT y1• - I I� { f ENCLOSED . 3 - 1 1 2P 'Y OPfNINO ICD YET f PHOTOELECTRIC DIX d5CON11ECT 5• DEER - _ - T CONTROL I Nom i 1 T [._=:17.] HINGED METER COMPARTMENT CENTER I 'I, . I I I - L . ' STEEL BARRIER (SEE NOTE) ) 1_ ° u rum DEPTH STEEL . -_._ AL _...._ ____. ,- PHOTOELECTRIC 000 - ' - HINGED WITH O VER CENTER IIE�R (L SHAPED) BETWEEN ® CONTROL CABLE BARR MORAL LUMINAIRES _ ISA/I� PIOUIT A 3ECOHRIARY �I 1 1111 ENCLOSED WITHIN }' ` GREENFIELD PETERED I HINGED wart BMW! VYRIAIRE LUMIAIRE' Q COMPARTMENT DOW ® I' I L SWITCH yy ES • 1 IP STANDARD POLICE LOCK I .I STANDARD POLICE LOCK R 1W1 WN I ....__ -� r W /SWING DOWN RITE 1 1 L W/SWING DOWN PLATE q -- > �SA/1P �- L UMP_ _ _ E I . � HINGES (mom) 4 _ ® 1 _ LOAD CENTER I R _ L CIRCUIT BREAKERS 451 arm._ CIRCUIT MI - - • LUMNMRES© _ .- . -_ -- .�' CONTACTOR __ 1 " `� GAP i dWNAGE 1/2 ATTACH OEAOFRONT 2 SI (LUMINAIRES) ( i1�� -- �� -- ■ f _ _ _ _ 30A 30A/4P WM1 3 SCREWS, ONE Y ) 00 WHICH SHALL BE 2 15A/1P. OANANARES) p - _ — CIRCUIT A SEAMS SCREW 1- I5A/IP. ( PHOTOELECTRIC CONTROL CELL) • BREAKERS LUMINAIRES & ^ - I FRONT ELEVATION FRONT ELEVATION RIGHT SIDE ELEVATION • `V' ( .w /1P SIO IIAL SERVICE (METERED POWER) DATE REVISION I Any 4.Wy 1M1 no W,. : one seat :2 IC•S;a 1, '4, "" Iu Hakanson Anderson Assoc., Inc. [7. SIGNAL SERVICE CABINET DETAILS 4 ......0 R• MR 1•E ChM Enginees Ins LanU Suveyor TRAFFIC CONTROL SIGNAL SYSTEM — �, ADS 5/26/06 3601 7N•m M" AMA. 11XIMM1. 55303 C.SJLN. 42 (PARRISH ST NE) .Y ar. wR - �.� Me run 783 -427 -5660 FAX 763 -127 -0520 17 . V ._..v... Tiro.- �w. -nens 013/3 _ on. . � Lit . N.. L�. 1 01373 .... •.a.I,o•.eoIX 9N TTIB GBBAr Rag CITY OF 015(60. MINNESOTA � � TYPICAL NMC LOOP DETECTOR LAYOUT l ce T844R GENERAL NOTES: TYPICAL NMC LOOP DETECTOR INSTALLATION (CENTERED IN NEW BITUMINOUS OR CONCRETE PAVEMENT TRAF� 1. SEE SPECIAL PROVISIONS FOR REQUIRED LOOP DETECTOR CONDUCTORS AND SAUCE KITS. __ __ -- GUTTER OR —.— runic LANE -- 2. THE 3/4" NONMETALLIC CONDUIT (NMC) AND FITTINGS SHALL BE TOP OF PAVEYEM - - -- "I SHOULDER I SCHEDULE 40 HEAVY WALL RIGID POLYVINYL CHLORIDE (PVC). SEE SPEC. - -- - -- - - - -_. 3803. 4 3. THREE CORNERS OF EACH LOOP DETECTOR SHALL BE A 90' FACTORY - - O ELBOW (6' RADIUS). THE FOURTH SHALL BE A AMC TEE CONDULET. - -- �- _ - - - = 10 } N \ ANDNOLE 6' % B' NMC 4. APPROVED PVC PRIMER ANO CEMENT SHALL BE USED FOR THE PVC JOINTS. \ 6' MINIMUM 5. ALL SLACK MUST BE REMOVED FROM LOOP DETECTOR CONDUCTORS WITHIN - B' MAXIMUM \ CONTINUOUS NMC LOOP DETECTOR (CENTERED IN THE 991. (BOTTOM OF CONDUIT CONDUIT) \- TEE CONDULET 70 MANOHOLE 6. THE LOOP DETECTOR ROADWAY CONDUCTORS (1 /C 914) SHALL BE TWISTED THREE TURNS PER FOOT FROM THE NYC TEE CONOULET TO THE HANOHOLE. 6' X 6' NMC LOOP DETECTOR BOTTOM Of PAVEMENT (DEPTH VARIES) CENTERED IN DRIVING LANE l/IIE 2 7. ATTACH A FERROUS METAL ITEM TO THE INTERIOR OF THE TEE CONDUIET COVER. - 8 TOWARDS 6 0440 c°. "OMIT TO THE HANDHOLE SHAD BE SLOPED INPLACE BITUMINOUS PAVEMENT • 9. LOOP DETECTOR CONDUITS TO THE HAN0HOLE MAY BE PLACED WITHIN THE SAME TRENCH. TRAFFIC ,µE - GUR OR 6' % 6' Nix 10. THE LOOP DETECTOR ROADWAY CONDUCTORS SHALL END 144 THE HANDHOLE. TOP OF PAVEYE 2 Y IN _ Q TRENCH 6' O. NC H' MIN - SHOTTEULDER LOOP DETECTOR 11. NO SPLICES ALLOWED IN CONDUIT TO TEE CONDUIT. I 3' MAX 1 r - - -- 3' MAX ® 1 CENTERED IN iH N 12. THE LOOP DETECTOR ROADWAY CONDUCTORS AND 160 LOOP DETECTOR LEAD -IN CABLE CONDUCTORS SHALL BE PROPERLY TO HANONOLE .- PREPARED AND CLEANED BEFORE SAUCING. - - — , \ I — 8' (BOTTOM OI LANE 1 13. SPLICE KITS SHALL BE INSTALLED IN HANDHOLES IN SUCH A MANNER TRENCH OR AS `� TEE CONOULET AS TO ENSURE THAT EACH SPLICE KIT IS SUSPENDED AND/ OR SECURED DIRECTED 91 THE NEAR THE TOP OF THE HANOHOLE TO THE SATISFACTION OF THE ENGINEER ENGINEER) _CONTINUOUS NMC (PLACING SPLICE KITS ON TOP OF THE ELECTRICAL CABLES AND 6' X 6' NYC 100P DETECTOR CONDUIT CONDUCTORS 15 NOT ACCEPTABLE.) CENTERED IN DRIVING LANE TO HANOHOLE 14. TYPICAL 15'SIIZE 6' % 20'. E REFER 0 INTERSECTION LAYOUT NOTES: O VARIABLE DEPTH-MAINTAIN DRAINAGE TO NANDHOLE _ FOR SPECIFIC LOOP DETECTORS TO BE PLACED. CONDUITS WITHIN 1. USE THE ACTUAL LOOP DETECTOR TO 6E PLACED FOR MARKING THE PAVEMENT FOR MIWNG SAME TRENCH SHOULDER 15. ALL LOOP DETECTORS SHALL HAVE 4 TURNS OF CONDUCTORS. LOCATION. 2. MILL PAST THE CENTER OF THE CONDUIT TO BE PLACED. 3 SEPARATE , 3. ACHIEVE A MINIMUM 2 VERTICAL EDGE ON ALL CUTS. CONDUITS \ ENTERING HAND"OLE �C0NONT AND CABLES 4. AN OM AIR COMPRESSOR UNIT (50 HP) IS REQUIRED FOR REMOVING ALL LOOSE TO CONTROLLER AS MIINDNOIE MATERIAL FROM TRENCH PRIOR TO TACK COAT APPLICATION. / REWIRED IN PLAN TYPICAL NMC LOOP DETECTOR DETAIL— (6' X 15' LOOP) 5. OF THE MILLED AREA USE A EMULSIFIIE PE R SPEC. 2357.2A 14' 6. USE MIXTURE TYPE LV4 WEARING COURSE (MIXTURE LVWE450308) TO BACKFILL THE TRENCH. OTHER WEARING O COURSE MIXTURE TYPES ARE ALLOWED WHEN APPROVED BY ENGINEER. (AGGREGATE SIZE 'A' 15 REOUIREO). � 7. THE USE OF PETROLEUM OSIIUATES AS AN ANTI - ADHESIVE AGENT IS NOT ALLOWED. MN REFER TO /007 TECH. 11E90 N0. 94- 16- YRE -05 DATED 3/10/94 FOR ADDITIONAL INFORMATION. U 0 90' FACTORY B. COMPACTION SHALL BE OBTAINED BY THE ORDINARY COMPACTION METHOD /BACKFILL THE TRENCH o ELBOW WITH WITH A MINIMUM OF TWO LIFTS AND COMPACT EACH LMT. BEFORE COMPACTING 160 FIRST LIFT ENSURE 1 AO THIS OMIENSNN! VARIES ACCORDIN THAT THERE IS ADEOUA10 MIXTURE ON EACH SIDE ANO ABOVE THE CONDUIT SO THAT THE CONDUIT TEE CONDULET • :e TO LOO SINE KNOT DAMAGED DURING COMPACTION OPERATIONS. (1WTN ACCESS 9. THE COMPACTED MIXTURE IN THE TRENCH SKIM NE LEFT I/4' TO 1/2' ABOVE THE ADJACENT ORIENTED TO TOP) __- PAVEMENT SURFACE TO PROVIDE FOR ADDITIONAL COMPAC110N 01 TRAFFIC. _AY.' O - � 3 /!' NMC SNAIL BE CONTINUOUS /ROY TEE TO 10. APPLY A BITUMINOUS FDIC SEAL ON THE NEWLY COMPACTED MIXTURE 70 PROVIDE AN ../ OF HANDNOLL (LENGTH AS REQUIRED) ADDITIONAL SURFACE SEAL (OWLS/FWD ASPHALT 2355.2A). DRY SAND SHALL BE 14' -4' SPREAD SPREAD ON THE FOG SEAL TO PREVENT MATERIAL. PICKUP AND TRACKING. HANOHOIE BELL END 4 0 1- N MINIMUM 6' OF CONDUCTOR IN HANDH0LE. SEE (�•,,` SPECIAL PROVISIONS FOR SPLICE TO LOOP \ DETECTOR LEAD IN CABLE IN HAND HOLE. GATE REVISION 4 o,N Anderson Assoc., Inc. ,„ wWY 6n1 WM Ow 6666 SHEET - �' '1, ^� JEJ Hakanson A DE TAILS 5 Y. Y w ,.6 1R ' - _. CiA6 EM2le and Lend Su O LOOP DETECTOR DETAILS CONTROL SIGNAL SYSTEM 1A . 5/26/06 ,,, PIM TloYee /w.. M ok6 MMwoM 56303 > ADS C.S.A.M. 42 (PARIBSFI ST NE) CI 166R R[ 373 .... 763 - 4 27 - 5660 FAX 763 - 427 -0520 •„ or, m6 - IA.. . 7 . \ E J61 P.E. 17 • �w.., v. w. .l.e. �wr .w.., LM. Na J>� REM oT�A�.6.- ,ee..we.ww, Tta OR6A ROAD CITY OF OTSEGO, MINNESOTA SHEETS 07373 NMC LOOP DETECTORS ® PA 100 POLE FOUNDATION ® PA tao POLE FOUNDATION I NOTES; TYPE PAIOD- A- SO -D10 -9 (DAVIT AT SST') TYPE PA100- A- 50 -D10 -9 (DAVIT AT 350') 1. SEE SPECIAL PROVISIONS FOR PEDESTRIAN INDICATIONS, NUMBER SIZE FEET) LOCATION 2 -ONE WAY SIGNALS OVERHEAD AT 0' AND 23' 2 -0NE WAY SIGNALS OVERHEAD AT 0' AND 23' LED INDICATIONS, AND CITY FURNISHED MATERIALS. 2 -TYPE 108 POLE MOUNTED AT 90 AND 180' 2 -TYPE 108 POLE MOUNTED AT 90' AND 180' ill a I 2. EACH SIGNAL FACE SHALL HAVE A BACKGROUND SHIELD. IT61 MN ONE WAY EVP DETECTOR AND CONFIRMATORY ONE WAY EVP DETECTOR AND CONFIRMATORY )"'1 F'� LIMES/ LIGHTS - PHASES 3 ANO 8 LIGHTS - PHASES 4 AND 7 r 4 3. LOCATIONS OF POLES, PEDESTALS, HANDHOLES AND MA ME 't t LUMINAIRE -250 W TIPS LUM■AIRE -250 W HPS LOOP DETECTORS SHALL BE DETERMINED BY WRIGHT ■ <F1:IM . i Tli 2 -PED PU50 BUTTONS AND SIGNS (R10 -ID) 2 -FED PUSH BUTTONS AND SIGNS (R10 -4D) I COUNTY TRAFFIC OFFICE PERSONNEL ■Y IIIIIIIIIITIiTMBBIll EXTEND TO NH 1 EXTEND TO HH 8 IIW MBA 3" RSC ,S" RSC 1 I I S. 3/4" HALF COUPLING, 3/1 4. FOR TYPE "D" SIGNS SEE SHEETS 2. ■Fg'i1I∎nT3i 2 -1C /12 2 -IC /12 2 2 ■'7.IIA��{T ;■� ■ I_y� 1 it 1 -y� 1 1p " PIPE NIPPLE AND CONDUIT ■TII�B�Y'TMB� 2 -3 /C 12 2 -3 /C l2 _.. `,I FUTURE LANE USE OUTLET BODY FOR EMERGENCY VEHICLE PREEMPTION WILE. MB 1 -3/C 20 1 -3 /C 20 EQUIPMENT SMALL BE FURNISHED AND INSTALLED 1 ■ MinZER '8"71■ ® PEDESTAL FOUNDATION (Si PEDESTAL FOUNDATION : APPROXIMATELY 6' FROM THE END OF MAST ARMS 3t 8 1Y' PEDESTAL POLE AND BASE T7 PEDESTAL POLE AND BASE r NMC I FOR BI 7 ROM THE END SHEET MAST ARMS 1t! TYPE IA PEDESTAL MOUNTED TYPE IA PEDESTAL MOUNTED 2 -2 /C /II 'I ' � — CURRENT LANE USE 6. FOR 3ERWCE CABINET DETAILS SEE SHEET 4. EXPEND INTO 1114 3 EXTEND 11470 NH IO �� Y RSC 2" RSC 7, ALL LOOP DETECTORS SHALL BE NON - METALLIC ■;F•.f1•SY'TMB� 1 -S /C /12 1 -S /C 912 a F CONDUCT (NYC) TYPE. FOR NMC LOOP DETAILS SEE I F4TE �ifT� ® PA 100 POLE FOUNDATION ® PO PA 100 P011 FOUNDATION SHEET S. WZII � B� W )iTM TYPE PA100- A- 40 -D40 -9 (DAVIT AT 354) TYPE PA100 -A -40 -040 -9 (DAVIT AT 350') - " 1" B. FINISHED CROUNDLINE SHALL BE WITHIN 6" OF THE OVERHEAD 0 0' I -ONE WAY SIGNALS OVERHEAD 0 0' 11 'T� 1-014E WAY SIGNALS 1 -12 /C /I2 TOP OF THE CONCRETE SIGNAL POLE FOUNDATIONS. RftIIMI•III MB A 2 -TYPE 108 POLE MOUNTED AT 90' AND 180 2 -TYPE 108 POLE MOUNTED AT 97 AND 180" V) ::: n H 2 -S /C / 12 PROVIDE AND PLACE FILL AS NECESSARY. OW}� •1`SFT� ONE WAY EVP DETECTOR ANO CONFIRMATORY ONE WAY EVP DETECTOR AND CONFIRMATORY U ■ ;��1f.T� LIGHT -PHASE 2 AND 5 LIGHT -PHASE I AND 6 t 1 1y_ / /11 9. ALL NANDH0LE5 SHALL BE PVC TYPE WITH METAL • LUYINAWE - 250 W NPS LUMINAIRE - 250 W HPS T • FRAMES AND COVERS. W' - '41♦ - 2 - PED PUSH BUTTONS AND SIGNS (010 -M) 2 - PED PUSH BUTTONS AND SIGNS (810 -4D) 2 -3 /C /20 ■ � 'TB�IT� EXTEND INTO HH 4 EXTEND INTO HH 13 I 4 I- • THESE ITEMS (MASTER CONTROLLER. CABLE. CONDUIT ■ ?TS`T■ M� 3" RSC 2" RSC 3" RSC - LE) 2. RSC 3 RSC k /OR XANDN01ES) ARE PART OF THE TRAFFIC CONTROL ■' M� 2 -12 C /12 2 -12 C /12 2 -12 /C /12 NTERCONNECTION SYSTEM FOR CONSTRUCTION t W -5 6'X6' 5' 2 -3/C /12 2 -3/C /12 2- 5/C'/12 1 ' � - 4 2 -3 /C /12 Z -12 /C 912 COMPENSATION PURPOSES. LOCATION • DISTANCE FROM STOP BAR 1 -3 /C /20 1 -3 /C /20 2 -3 C /12 �1 j ■Sj i 1-3 /C /12 ( T DETECTOR R/ FEES. 6-2 C 114 % f.' - 1 , -■ Y ■.. c v. - ` 1 , Q® 13 911 '2" NYC �ONNECTEO OPERATED INSTALLED L iH4 PROJE �— — O -3 /C /20 (� y �� 1 • 1 3/C /20 r 2" NMC INTERCONNECT — — _ 1 ® !( !� \� ® � R 6 �� c 2 /C /1{ ALONG CSAH 4 2 I �L ® \ • •ii — ac _ 1 -B P=RA /19 g - •1 -6 PR. /tZ - -_ _ a {EVVP DETECTOR 03 & 08 3 CONTRO11 FPfHA51HT1. PEDESTRIAN INDICATIONS AND PUSH BUTTONS CSAH 42 (PARRISH AW) I �(Z AND DETECTOR -- I '" I 1 y C7 D6 -1 04 0 \ - -- G • 1 — — �p D6 -z D5-2 0- ■ B s 1 � 1 -1 D2-20, ■ v ■ EI_2 . Dx -IQ 1 _ -- — 1 1 F 1 — — �r C ... - `: . EVP DETECTOR 02 k 03 1 =a asm.� :�a�sx --- AND LIGHT EVP DETECTOR sae � ms - _ AND LIGHT Ai 0 2' NMC — - - - - " • 2 -2 /C Fit 3" RSC - � 2 -I2 /C /12 (1 w \f :lig E AA,/4, A 3" RSC - - . lir 2 -3 /0 /12 . � 2 -12 /C /12 2 -3 /0 i13 2 -3 /C /12 0 x -2 /C /1/ I ■ 2" RSC - S IGNAL PHASES 1 -3 /C /20 9_2/C /11 9 -2 /C /11 - - ALL INDICATIONS SHALL BE 12 ". 1 1 -3 /C /20 All INDICATIONS SMALL BE LICIT _ EMITTING 0100E (LED) TYPE 02 EXCEPT PHASES I & 5 OPTICALLY I I I II I 2" RSC II 1 4 -2 /C 914 SERVICE CABINET TO CONTROLLER CABINET PROGRAMM D HEA'S. .., ( ~2 1 V1`II■ R— C�C�C I I III ... II II 1 -1/C / 6 INS. GR. Li�W�C =CCIt I I 2 NYC SERVICE �ABINET TO HH 1 �— '� 1 . ��■ • • • I I III I I I 2 - 2 /C /1{ 2" RSC N o I \ 2 / 111 • • • •• 1 1 II ‘ 'II 1I 1 CONT ER CABINET TO 811 -1 `) t¢] • • • B�CC I 1 1 -I2 2 C / 1 Jur P' R� ®AC=C ® EQUIPMENT PAD, SEE SHEET 3 I I I II I) EI I 2-S� / 12 SERVICE CABINET, SEE SHEET I I • I Fi M�C9C�J' C CONTROLLER CABINET 1 I 1 1 II I II I CURRENT LANE USE 15 /14 or E = • • • AND CONTROLLER, 2 -3 C /20 I I II II II 4 I { II I 1 III i • • ®s - 191 00 WOOD P005 III I II II II 3' RSC STUBBED OUT FUTURE LANE USE (THREADED AND CAPPED 1 11 11 11 11 1 NMI ®I•C =C 2 RSC RISER WITH BOTH ENDS) ATHERHEAD PEDESTRIAN PUSH BUTTONS SHALL BE LOCATEB..AS. SHQWN�HE 8-4 • • • -- 2 800 TO SERVICE CABINET 1 1 III I • II �I CONTROLLER IU R CABINET TO I111 14 • SIGNAL SYSTEM OPERATION ALL PHASE 1 k 5 SIGNAL FACES W/ 5 -I /C /2 I 1 I I _ I _ W OPTICALLY PROGRAMMED. 1 -12 C - THE SIGNAL SYSTEM FLASH MODE IS ALL RED. I I I 2 -5 / 2 2 - NORMAL OPERATION I5 8 PHASES WITH PHASES _ 2 -3 /C $12 1 t 5 BEING PROTECTED LEFT TURN PHASES. AND PHASES I I 1 I I I >0 0 >o , 15 - 2 -3/C 920 2 C /11 3 k 7 BEING PRO - PERMITTED LEFT TURN PHASES, - PHASES 2 t 6 SHALL BE ON VEHICLE RECALL I I III I 1 S II I SCALE N FEET DATE REMSON ■ MtlY rt04 1M 6Y mos er• 4.,:r•,:rmr".r Y "' 'E'l � Hakanson Anderson Assoc., Inc. r---., w INTERSECTION LAYOUT PLAN ,mu LI N , , . Ire ME clw Engineers •,1d Loyd S•rwyw• � TRAFFIC CONTROL SIGNAL SYSTEM P . ' ADS 5/23/06 3801 Marta, An.. Make. 3-42710 55.703 - . :IA. — E. T aM6 ^• 763763-427-5860 {27 -se FAx 763-427-0520 C. H . 42 & NTH STREET 1 : V•A -w,V.• 0elwwwWnrOV.•WrmWrna -.3.030 01- Lk. Ns. .UAL_ RJO 01373 4wMAakamo4 and4•g1.a64 ON Ts NOBA ■ CITY OF OTSEGO, MINNES SNEER 013/3 CONTROLLER CABINET RLTA : O O ..ii, � • 3 O 4 t 43 4S,. RED— EL YLTA RLTA 32 --1 D7 -1 45 YLTA 1- _ 1 , � � v > � i 18 € e Q ®nZ 00r.' GLTA ID2 -, , ®� a i °° d — GRN -8 -3 GLTA S -1 33 NEU ..— ..— .— •— .. — NEU NEU I 07 -2m EQG IO2 - 2 > 151 + — �— — ..--- .— — YLTA EQG 34 a---- �— sue-•— �— 1..•� •— 7 — GLTA - I D7 -3 �- "•— —•— 19 20 - • . 7 8 r EVP 03 & 08 RED 35 46 I DS -1 50,51 — +--- 52 53 -•- — - -.- —111— 1...- NEU YEL — 07 -4 '_• ∎ -- 47 HH -8 —«. --II,— —s —. r WLK P8-2 GRN 2 -2 36 D5-2 —• -,- — s --4 —• DWK — NEU I 04 -5 48 —• —+ — _e— —e— $ - —SPR RED 37 �— D 5-3 5, 52 - 56 E— — EQG 19 YEL —I D4 -4 49 N ° 1 03 t 16 GRN 4 -4 38 — DS -4 5 04 E V P 56 EVP 22 ° r2 3� rs m EVP 9 RED— — NEU — I D4 -3 50 50 - DETECTOR 54 • — YLTA DETECTOR 1 10 • DETECTOR 21 r • GRN 8 -1 GLTA 39 1___ D2-1 HH - I 04 -2 LUMINAIRE® n LUMINAIRE / —RED — NEU - SPR 40 D4 -1 5 1 —r 02 -2 ID5 - 1 1 }I � D5 -3I m n m LUMINAIREA 4 I i ° 3 I • - EQG 1 I �{ - DS • ° O II 8 DS - jJ _ 55 5 • • —GRN - —RED— 1 �• • _ — YEL — RED -1 YEL RED— 5 9 O 4 _• 1 3. —vim 1P6 -1 —NEU -_ -1 —GRN 6-2 ..— NEU -4 -3 45-56 HH - • • • iv ,9 -22 O 7 -11 DWK JJ — WLX -P2 -2 —NEU —YLTA "~ © ��_ 18 — SPR 20 — DWK - — RED .- 52 GLTA - 0 10 8-1 �_w: EQG EVP /2 & 05 — 41 — YEL EVP 04 & 07 t .9_- ° HH - — NEU T —GRN -8 -4 —NNEUT HH - 1 51 _ 1 �t• g 03 & 08 —WLK ]_P8 -1 —NEU WLK P4 -2 5, 1 • �•— HH - HH - E — DWK —YLTA DWK 45 -56 D4 -1 -.- 41 42 - 19-31 151- >1I5 4, DETECTOR —GLTA- 1 -31 7 -31 — SPR I - —.4.- 14 SPR I• *90 — EQG —SPR EQG HH - 3 R D4 -2 - --+ I D1 - �� 12,13 YLTA PB2 -2 — EQG p4 - 3 � ---. -- --•. I �JtT •gp 10 S -2 21 NEU RED— 39 -40 —e- e GLTA 23 -31 11 J' HH - NEU /281 05 — YEL GRN - 4 -1 D4 -4 YS7 6. 41 - 44 i a EQG 22 EVP —GRN HH - D6 - t 12 5,6 6 -1 —NEU - D4 -5 }136 rt & 06 a m ID8 -3 >-I25 3 -6 DETECTOR NEU - RED 4.2 6 { p_ DETECTOR 1 43 ' ° 1. 13 11 P136-1 23 WLK P6 -2 53 YEL lx �M 0 NEU -{— D8 -1 42 OWK _ GRN - ID7 -1 Y� D7 _ LUMINAIRE A At I08 >128 INTERCONNECTION HH 14 PB8-2 24 LIGHT /, & 06 —NEU ID7 -2(D >-I33 5 6 — ALONG CSAN 42 -- C D8-2 — NEU WU( P2 -1 1 • 7 .I27 12 25 WLK P4 -1 DWK a/DETECTOR LOOP TO BE INSTALLED BUT NOT SERVICE CABINET ,-- — DWK OR OPERATED WITH THIS PROJECT. 23.24 LUMINAIRE 13 SPR CONDUCTOR COLOR CODING I HH - 0 • I 3 -- 06 -2{ 08-4 EOG EQG p R ID8 -1: >123 28 -31 GI LUMINAIRE 1 { 3 6 — 01_1 27 54 YLTA 1 2 -5x a 5/C /12 �2 }l24 0 ® I 4 1S — -5 43 PB4 -1 GLTA 1 1 — wH wN DB � ^- z P8 NEU NEU HH - — R/RU D I LUMINAIRE — -2 -- 1 -1 1 PB6 -2 t2/C - -0 R S 1� EQG 32-56 _ N R wN 3/c 012 HH -7 1 ® • DI -3 29 RUC 2R ! D3_ • — r- 03 -2 44 /1 Q /8 5S P132-1 — R A I03 - 1 1 R OR 0 rpo-- —to- LUMINAIRE ( NEU — R� 17 D1 -4 30 I EVP D3_� D3- 4� • I — D3 -3 DETECTOR — off( wH OR TEL 3/C 6 /20 --{ s1 • PB4 -2 _ 0 Ruc OR . SIGNAL 2_1 L 2 12 31 S6 04 & 07 2 SIGNAL MASTER • �— D3 -4 2 -1 /C 4 wH Dix CLEAR DlE _ — 2/C #14 1 1 INPUT 12 -1 /C /6 SERVICE EVP SERVICE I FROM 5,6 ~C ®C 2 •90 INTERCONNECTION CONTROLLER DETECTOR SHAD BE ARRANGED AS CONNECTIONS KM ALONG CSAH 42 HH -1 SHALL BE ARRANGED AS SPECIFIED ABOVE • TNESE ITEMS (MASTER CONTROLLER. CARLE. CONDUIT IL/011 NMgHOLLS) ARE PART OF THE TRAFFIC CONTROL INTERCONNECTION SYSTEM FOR CONSTRUCTION A COMPENSATION PURPOSES. DATE REVISION 1 lwaly ARP, � r MY pm 1®• R i i...,raa w , ~ 1 "` �+ � Hakonson Anderson Assoc., ry Inc. r7 OTSEGO Cad Enneers aae Lam sa TRAFFIC CONTROL SIGNAL SYSTEM 0 , Wawa ' � ` ADS 6/5/06 3401 11.44144 ... 1: 1s. - 1 \ E -- �•• •L 763- s2, -55eo FAx Md. C.S.A.H. 42 k 85TH STREET NE . :wr.w.aw- ,m,wnlwnwonWn„_+«, 0•M �Yf,' ul, Iln' 1M51 RS 07373 a••.AaMlaaoa- aaa•noax•m oR TtM[ CRY OF OTSEGO, MINNESOTA 17 6T37S- • II 11 14 HAND HOLE x HAND - , ® x' NMC LEAN 42 & 85114 ST AND HOLE I20• M 42 & 11TH ST 7 yyH /I1 I ■ III SIGNAL SYSTEM / / STA 53a110f CS / - - • f x -x L IS 1 •x' NMC LSAH �x •x' NYC SIGNAL SYSTEM T�, ♦ / / •1 -e PR. /19 INTERCONNECTION / /`•1 -e PR. /19 / 2. P E 0 ` — — ® _12-2/C N -6 PR. If d _ _ _ . 1 4 . . C1 De -x 1 ® ®t- T ~ il • Ip�Drx 05-20-7 p N t y r>c . — — W W ® h _� _ OS 1 _ D2-2 -. 1 - ' I D 13- ^ h. 1 D2 -1 1— U m I � — — 1111 �d EY +/Il ,=, = _: >z :<> = _:_ i N ,c. II! 41111 m M Q NOTE, • THESE ITEMS (MASTER CONTROLLER. CABLE. AT !/OR NANDNOIES) ARE PMT Of THE TRAFFIC CONTROL INTERCONNECTION SYSTEM FOR CONSTRUCTION & COMPENSATION PURPOSES. w o >a eo SCALE W rEET DATE REVISION I harem away that W M.•. C MINIM R SHEET �; -� E3 ' aka E n Anderson Assoc., Inc. a�/1 ^ CSA O TRAFFIC SIGNAL 1,:\ GE: Wp E • and L .tX. 66 Land Surwpr• INTERCONNECTION SYSTEM A a.. a ,,.�,‘ ,LOS 5/25/09 31176 nG 427- Av... AX 7 3-427 A 55301 85TH STREET TO 87TH STREET met RE n. 70-427-511110 FAX Ts3 -4xT -05x0 17 .: w.. ..Y- +.•M• �w,Gw+.P.I.., +.,+n.o We M. m -121141__- -121141__- RAI oT373 ....Am•rG.00- ae.w•.wm T a■A ■ R AD CITY OTSEGO. MI NNESOTA :HEErs 0T373 NMC LOOP DETECTORS O PA 100 P010 FOUNDATION PA 100 FOIE FOUNDATION TYPE PAI00 -A -40 -DLO -9 (DAVIT AT 350`) I NOTES; I�I�IeeR1•��• TYPE PAI00- A- 40 -D40 -9 (DAVIT AT 350') I. SEE SPECIAL PROVISIONS FOR PEDESTRIAN INDICATIONS, I:i ':?:f�' 2 -ONE WAY SIGNALS OVERHEAD AT 0' *NO 11' 2 -080 WAY SIGNALS OVERHEAD AT 0' AND 11' LED INDICATIONS, AND CITY FURNISHED MATERIALS. IQ S01�1iT:�Ii MO' 109 POLE MOUNTED AT 90' AND 0' 2 -TYPE 108 POLE MOUNTED AT 90 AND 180' 2. EACH SIGNAL FACE SHALL HAVE A BACKGROUND SHIELD 1■71:F1NIIIIIi'T1111111111111111171MIM ONE WAY EVP DETECTOR AND CONFIRMATORY ONE WAY EVP DETECTOR AND CONFIRMATORY 13 1 817�1�iiTS■ UGHTS - PHASES 3 AND B UGHTS - PHASES 4 AND 7 * 3. LOCATIONS OF POLES, PEDESTALS, HANDHOLES AND ■'1 U W71 T1 LUMINAIRE -250 W ZIPS LUMINAIRE -230 W ZIPS LOOP DETECTORS SHALL BE DETERMINED BY WRIGHT •YII1 2 -PED PUSH BUTTONS AND SIGNS (R10 -4b) 2 -PED PUSH BUTTONS AND SIGNS (R10 -4b) 1 1 1 COUNTY TRAFFIC OFFICE PERSONNEL. IFF 1t1iT3iiT7 EXTEND TO NH 1 EXTEND TO ITN B 11BJ31i1 1 TIME Z�1i1 S' RSC 3' RSC I 1. I 4. FOR TYPE •D' SIGNS SEE SHEETS 2. IWFg7ia � 1iT1tEY'i7M 2-12/C/12 2 -12 C 12 *FUTURE CONDUIT CABLE & 1 S. 3/4" HALF COUPLING, 3/1 PIPE NIPPLE AND CONDUIT EZQC' t1Fri∎ 1i I - 2 1 -5/ 12 HANDHOLE CONSTRUCTION NOT 1 OUTLET BODY FOR EMERGENCY VEHICLE PREEMPTION T36IIt1iTAmmar i 2 -3 /C �12 2 -3 /C �12 INCLUDED IN THIS PROJECT 1 • IS¢P �SC7p 1-3/C 20 1-3/C 20 I' • I EQUIPMENT SMALL BE FURNISHED AND INSTALLED I.S> I.I�IFT ® PEDESTAL FOUNDATION PEDESTAL FOUNDATION • APPROXIMATELY 6' FROM THE ENO OF PAST ARMS 396 ( �I 10' PEDESTAL POLE AND BASE ® 10' PEDESTAL POLE AND BASE 02" NMC N I APPROXIMATELY 17' FROM THE END OF MAST ARMS 194 �'�'�•�� TYPE to PEDESTAL MOUNTED TYPE IA PEDESTAL MOUNTED 2-2/C/14 1 • 8. FOR SERVICE CABINET DETAILS SEE SHEET 4. EXTEND INTO 1414 3 EXTEND INTO HH 10 I � � 2' RSC 2" RSC /' RSC 1 � 4' RSC 7. ALL LOOP DETECTORS SHALL BE NON- METALLIC InZIEN 1 -5 /C , (■ • THESE ITEMS (MASTER CONTROLLER, CABLE, CONDUIT /12 1 -5 /C /12 4 -12/C /12 I 4 -12 /C 912 CONDUCT (NYC) TYPE. FOR NMC LOOP DETAILS SEE ■1 1� � X77S $Ti ® PA 100 POLE FOUNDATION ® PA 100 POLE FOUNDATION 2 - 5/C /12 1. "' 2 -S /C /12 SHEET 5. 4-3/C 912 4-3 /C /12 LIZEI 1iT1� EG1t7' TYPE PA100 -A -40 -040 -9 (DAVIT AT 350 • TYPE PA100 -A -40 -DAD -9 (DAVIT AT 350) a. FINISHED GROUNDLINE SHALL BE WITHIN 6 OF THE •: '7iLIGT1��AV107T � 1-0110 WAY SIGNAL OVERHEAD 0 0' 1 -ONE WAY SIGNAL OVERHEAD 0 0' 11-2 /C /14 13 -2 /C /14 TOP OF THE CONCRETE SIGNAL POLE FOUNDATIONS. ItSFT� i iT77 2 -TYPE LOB POLE MOUNTED AT 90 AND 180 2 -TYPE 1011 POLE MOUNTED AT 90' AND 1a0 3' RSC 2 -3 /C /20 I 1 I 2 -3 /C 920 PROVIDE AND PLACE FILL AS NECESSARY. ■'=Wire T`'� AND ONE WAY EVP DETECTOR A CONFIRMATORY ONE WAY EVP DETECTOR AND CONFIRMATORY 2 -12/0 /12 •1 -6 PR. /19 N •1 -6 PR. /19 •. ItiFT1i f71i LIGHT -PHASE 2 AND 5 LIGI4T -PHASE 1 AND 6 2 -5 /C /12 I , 1 I I 9. ALL HANOHOLES SHALL BE PVC TYPE WITH METAL •': .TSI�1iT� ♦ 10•10P LUMINAIRE - 250 W HPS LUMINAIRE - 250 W HPS 2' RSC FRAMES AND COVERS. fS>'S♦•1�'1�"� 2 - PED PUSH BUTTONS AND SIGNS (1110-414 (1110-414 2 - PED PUSH BUTTONS AND SIGNS (Rt0 —M) 2 -3 /C /12 :1 1 I 2 -3 /C 912 LOCATION a DISTANCE FROM STOP BAR EXTEND INTO HH 4 EXTEND INTO HH 12 _ 8 -2 /C /14 TO DETECTOR IN FEET. 3' RSC 3' RSC 3 RSC 1 -3 /C 920 a I 3' RSC .1/011 HANDNOLES) ARE PART OF THE TRAFFIC CONTROL (I) FUTURE DETECTOR INSTALLATION- 2 -12 C /12 2 -12 C i12 M 2 -12/C /12 1-6 PR. /19 I /999EEL`•••■��J... ,L11. ® 2 -12/C /12 INTERCONNECTION SYSTEM FOR CONSTRUCTION & NOT INCLUDED O THIS PROJECT. 2 -3/ /12 •2' NYC1 2 -3/ /12 2-5 /C /12 ``'� /- 1�� ? 1 -5 /C 912 COMPENSATION PURPOSES. 1 - /C 920 RITEIICONNEC aaa : -3 / C ;p ..========= aaaxxxxx x / r t a= xaxx - ® x 'TDw1 I■ ■ _ ■i� 2 -3 /C /12 — — •2' NMC ALONG CSAX 42 6-2/0 /11 f ' 1 !T 11 -2 /C /14 2' NMC INTE8 PR. RCONNECT 819 6 1 -6 PR. 619 A, `�� __ 96 s ax = 2 -2 /c ALONG CSAH 42 • 1 e 6 /14 •I - 1_ _ /14 1 ® 03 a u ° - -- - -- ® e.. .. . I • . , -� F , ,� 1 1" • , .' \ AND IIGM — EVP DETECTOR I s I I CS 142 � PARRTSH AVE — 1 m I `Bt & es I`-p06 -2 6 1 - E3 EVP DETECTOR 0 3 11 - 7 1 1 ( - AND LIGHT ' _ \ 05-2°-111 `D=_s 02 & 05 B ■ ■a, 1 D1 -1 .6 �.� ■ 01 -2 T'it \ DS -1 - Aste �J(J /� 02 -2� 2 DSS AND DETECTOR ® / _ / 1 I , I PN - . - I � ' I 04 • OR r, 1 - — — N m �' 1 �— - OY - u T EVP DETECTOR 1 PIPT \ 1 AND LIGHT a: xx aax :m === � 2 -} C t2 — 9 C 2 -2 /c /14 2' 12 /C #11 ®� Ill / i - 3 ' RSC �{7- ' 3' NMC R \ a 2 -12 /c /1: , 2 -3 /C /12 0 1 I 2 -2 /C 914 ■ :t 7 -2 /C 914 05 �„ LL 1 11 SIGNAL PHASES 1-3 /C / 20 11 1 a2• RSC 1-3 /c 920 mw . A INDICATIONS SHALL BE 12'. IS ` 7-2/C /14 Al 02 ... l IN SHALL BE LIGHT 1 I I - SERVICE CABINET TO CONTROLLER CABINET — EXCEPT EMITTING DIODE 1 ( 9 E 5 OPTICALLY I ( ■ ' � 2 RSC PROGRAMMED 8 REPS. I 1.11 2 -1 /C /6 M 6 - FACE R 1 G RLTA YLTA GM I I I 1 2' RSC 1 -1 /C 1116 OS. GR. T4M ■INCM KM IC I I I I 2 -2/C /14 SERVICE CABINET TO HH 1 9A Yi Eff•�=IICZIOr 1 2 RSC ) •� / 2 - • • • . t I:1 CONT / ROLLE R 2 CABOET TO HH 1 1 W ■ ` L \ _ � � � 4 -1 • • 1 2' NYC C 4 RSC 7 4 1 � EOUIPYENT PAD, SEE SHEET 3 I /I{ 4 -12 /C /12 1 ti SERVICE CAINET, 5EE 59007 1 2 -3 /C /12 " I IV, i : r » I 1 `'(!' tt E-15•�7C7C CONTROLLER CABINET I III I 2 -3 /C 912 '} '' Ft EEII • 1 AND CONTROLLER 1 13 -2 /C /t1 I I I I - SEE SHEETS 10 = -3 /C 920 E' 1 i' 6_2 • • • II SOP - INPLACE 41000 POLE 1� 'I it 1 -8 PR. /19 III I I ? I I 1 `;{ -� • • • 2' RSC RISER WITH ,,,,,,,AAL,, ` 3 RSC STUBBED OUT (THREADED . .. M ■ ._II• ®C7C WEATHERHEAD 0� I 1 AND CAPPED BOTH ENDS) - 6 1 t. •,.t T. 1 . : I • .. - -, ■ i. . E II• ®C7C 2 RSC 70 SERVICE CABINET I 1 I N,J CONTROLLER CABINET TO HH 15 • SIGNAL SYSTEM OPERATION ALL PHASE 1 & 5 SIGNAL FACES W/ 3 -1 /C /2 1 I 4' RSC 1 - THE SIGNAL SYSTEM FLASH MODE IS ALL RED. BE OPTICALLY PROGR MED. l 4-I2 /C /12 u 6 2 -3 /C /12 - NORMAL OPERATION IS B PHASES WITH PHASES I g 2 - /C /12 1 & 5 BEING PROTECTED LEFT TURN PHASES. AND PHASES 13 -2 /C /14 w o w w 3 - a 7 0E1140 I p 0 PROTECTED - PERMITTED LEFT TURN PHASES. 2 -3 /C 020 - PHASES 2 & 6 SHALL BE ON VEHICLE RECALL • 1 1 ,V •1 -6 PR. /19 xA� w FEFt DATE REVISION I nerd. codify that DM em. - ®•• 1 ... ...... " , t ? � ,.* '''Y JEJ Hakanson Anderson nc. INTERSECTION LAYOUT PLAN s9. I . . a 1 w 11/08 wl clw EnoM.«. and Land a. »�• . Assoc., 1 TRAFFIC CONTROL SIGNAL SYSTEM »� ADS 5/23/06 „' 361X Tmeam A.. Anoka, wow4 35303 p O MR RE I.. 763- 427 -5960 FAX 7 63 - 427 -0520 G.5J1.N. 42 t 87TH STREET • w: - 3•.warov..wnnwm T. 17 .+rr•.. WO �YY.t 1x,14. 32/■_ RJW _ 00373 me•.Iwkm•••- •••er•e•.c••. ON I9DT cT■A CRT OF OTSEGO. MINNESOTA WETS 073/3 CONTROLLER CABINET RLTA � u O O 3 �� RED- 45 YLTA � HH - 47N 4 I NN �W~ O � YEL RLTA CLTA 1- ID2 -1 lli mit)a ®® �s• rL ® • rL �%�Ys GRN -8 -3 18 YLTA 5-1 NEU 51 + •--- •- �- w-- -- NEU GLTA 34 EOG 02 -2 •--- •-- :- • a ~ YLTA NEU 07 -1 ..- •-•-- �--- --•- �- - •.�• •-- •-0- 7 - GLTA - EOG 35 46 a- 52 53 - -- -•- - +- +— —0-- — EVP 03 & 08 —� D7 -2 DS -1 50,51 -.- y_ - 19 20 �- . -. -- 7 8 - --+- -.- —0-- — NEGUHTj RED 36 47 HH - —+. , 0. '�— .........y. �` —� WLK P8 -2 YEL -I 04 -5 - I D5 -2 -, • 2 -2 37 48 -• __• - DWK GRN -- 04 -4 I 05 -3 5, 52 -56 -8- - -0- ---e -- - -0 - SPR - NEU EOG RED - 38 49 0 `i i 03 # re ® 19 YEL D4 -3 -� D5-4 5 14E P 17 56 • 02 4 05 EVP 9 1: ' - RED- GRN 39 50 50 -56 DETECTOR 54 • EVP 1 : 22 s E DETECTOR I 10 -4 -4 - -I D4 -2 - 02 -1 HH - DETECTOR 21 I -.- YEL -8 NEU 40 51 i n - YLTA '• • n - NEU - GLTA - 1 D4 -1 1 02 -2 ID5 -1 > f 15 LUMINAIRE m °m LUMINAIRE '` `7II T m m 5UMINAIRE S 4 I • O • •1 1 11 - n n 3 RED 8 -2 SPR I05 -2 >!1 D5 -4I ! •I 55 8 YEL EOG RE RED C . ) O • - GRN - - YEL YEL 5 - NEU RED- - GRN 6-2 GRN 45 45 • ▪ 18 P6 4_3 y — as 4, 3, WLK 1-1 YEL -2-1 -NEU -NEU HH -11 ..-01.-- 6 •' 19-22 e 7 -11 DWK GRN RED - YLTA O _ I _ > i 18 SPR - NEU - 41 - YEL 52 GLTA NTERCONNECTIOI �— 0 � B �n E EOG WLK -P2 -2 GRN EVP 04 & 07 ALONG CSAH 41 6T-- • HH - 20 DWK - -NEU 8 -4 -NEU H - m .-.-.- t� 9 03 & 08 L I GH T -/2 & 05 -YLTA WU( P4 -2 -.- • w ( D4- 1 -.- 41 42 --• - HH - 101-11 HH - I EVP . - NEU - GLTA - DWK 45 M0 �- —1.-_ 4 D1 _ >1 4. DETECTOR WLK 1 P8 -1 SPR SPR •90 I ---.- _. 14 -29 7 -29, HH - r - C 04 -2I 19 -29 •91 DWK - EOG EOG -•-, > RLTA 1D1_4 � SPR m 04 tx 1413. 10 YLTA 5 _ 2 EOG -RED- RED- T 39 -40 -0- _e ID1 -4 Y GLTA 21 I PB2 -2 -- YEL 8 -1 YEL 4_1 ID ID4 - y7 6. 41 -44 i 23 -29 HH_2 NEU NEU -CRN GRN 3 6 rI k r6 . HH - I06 - y112 5,8 EOG X281 /5 -NEU - -NEU - mID4 -4� EVP 44 o al 1xs - WlK P6 -2 RED 4-2 DETECTOR 43 I• D8 - 3r - Y IDB - Yty 3 -6 TO 11 P86 - 22 I EVP 42 - DWK - 53 YEL 3 6 56 • I I NEU DETECTOR LIGHT -/1 & /B GRN - � — HH -15 P m 6 UUMNNAIRE IDB - > rot csNANCTTI 88 -2 23 1 OB -1 -NEU -NEU 107 -1 88 - 12 24 WLK l-P4 -1 WLK 1-P2 -1 yy SUTURE DETECTOR INSTALLATION • IDB -s - � 27 SERVICE CABINET — 1 06-1 - I 08-2 -SPR J s a �� 14 CONDUCTOR COLOR EC CODING LUMINAIRE 13 25 EOG EOG - R R -- 23,24 3 D6 -2 -I D8 -3 - 0 0 HH - 6 Q n 28.29 c • 14 26 P84 -1 YLTA 34 -56, - RL W. 5/C /u IDe -1 LUMINAIRE -- 1 - D1 -1 -1 DB -4 43) NEU 84 GLTA 1 -2 HH - _ MTI Z ® • I 108-1.-- >124 c • 1 _D1 -2 2� - P86 -2 NEU p8_5 - -0 /BU( I7 /c /I2- e o LUMINAIRE EOG el/euc V I 3/C /12 HH v ® 1 5 16 Dt - 3 D3 -1 44 / k 08 '90 34 -56, --- / BLX D3 - • P82 LUMINAIRE 17 29 DETECTOR NEU SS I LK a OR 0 RH OR TEL 3/C 020 --- }- D3- 1 0 • I 6 - I 0I -4 - I D3 -2 PB4 -2 , _ -0 /B � O.K OR 61. 2 1 • *90 INTERCONNECTION 04 & 07 O.K BU( S IGN AL 2 -1 Awl 2 1 2 SIGNAL *91 INTERCONNECTION O 1 1 ALONG CSAH 42 56 Evp 2-o/c /a — c � — 2/C 014 2 -1 /C • SERVICE ALONG CSAH 42 DETECTOR FROM 5,6 NOTE: ALL TERMINAL BLOCK CONNECTIONS tlOTE SOP [�� 2 POW I NPUT ER HH -1 514ALL BE ARRANGED AS SPECIFIED ABOVE • • THESE ITEMS (MASTER CONTROLLER. CABLE. CONDUIT 0/OR NANONOlKS) ARE PART OF THE TRAFFIC CONTROL INTERCONNECTION SYSTEM FOR CONSTRUCTION • COIMENSATION PURPOSES. 0A!E REVISION 1"""0.01, NM y "°' , , .. B°' .E J r-- FIEL WIRING DIAGRAM � "" :�"..°« t Hakanson Anderson Assoc Inc to 0,0/00 3 » .• Civil Engineers •.w Lao• e..wY•.. TRAFFIC CONTROL SIGNAL SYSTEM `,� N ADS ae e/sroy ,, C N11 tAUw•n An.. Anoka. •Iwsla 53303 'm N[ n 763 -•27 -5050 FAX 7• 427-0520 C.SAN 42 & 87111 STREET NE OMR 17 • , ". - - ; 400 I..... 0- 0AAVA.0% ..,..., 000 ; Atli' uc. N, Jam_ NW 01373 mmhaltonson-anclareon0om 1111111112 CITY OF OTSECO, MINNESOTA SKccIS 1 I I I 1 @ 11 s ' ' �1 d�� Q ® HAND LEE 2 1 \ ` O 2' NYC CSAH NNNttt R 87TH ST X 121• a AND 6EE SIGNAL SYSTEM f STA 63+50! - . l < — � /C / 11 I I �•-_B PR. /19 CSAH 12 a � E � � L :L ' : — - 9 3� a :a E 9 �-pa -1 oo La N yy ■ A ■ 1 -i 03 YI NOTE: • THESE ITEMS (MASTER CONTROLLER. CABLE. CONDUIT R /OR HANOHOLES) ARE PART OF THE TRAFFIC CONTROL INTERCONNECTION SYSTEM FOR CONSTRUCTION 5 COMPENSATION PURPOSES. 30 0 10 10 I =ALL W EEr '1 -! P /19I / ; 1 2 D LE 122• AND HOLE 123• 9 � STA 66+703 STA 69 +803 _ CSAH Ro t •2' NMC CSAH 42 •2, NYC - _ e NAND HOLE 11 aa ` CSAH 42 R CSAH 39 NRERCl1NNECfl0N `•1 -8 PR. /19 INTERCONNECTION �•1 -B PR. /19 SIGNAL SYSTEM d 1 ��.a - as .. LLL rr..• L = m =m _ - a a ...... == :a.ea> ama • I �, ; 4 m E E ®I �' \��@,�'4� — _ — — % � ® ELI i . . I> , .- iv _ — 1 j ® • N : f2 w C11 . firqg /- — — — — De 2Q A ■� to 1 — - — — — _ ___ ,_, di 1 ----------V _ _ _ De-10- ....eMININIMININNommommi -. -- me fm - -- - - - - - - - zzima,,E........ .-... s ib, i p l 7 ,-- --- ilr4 din CD' 1 t. DATE REMSIO 4 1 node a«Ay tsat IAN 830. -. - Av, : a•. OYBa . enseS a6 +rt ;" r; "' 1 Hakanson Anderson Assoc., Inc. r k. , 4yringo aTY CSAH 42 TRAFFIC SIGNAL " Mw .5/23/06 CM Engineer* and Land Surveyor• T) INTERCONNECTION SYSTEM -\, A os 3601 Simko Simko . *AAA Minnesota 75303 'aR■e A 4 e7IH STREET TO CSAH 39 �� '" -� 7s3 -x90 FAX xa- 427 -auo Tu c6BAT ROAD CITY OF OTSEGO, MINNESOTA 1 5 sw v : ws ,w+.Nn.- eo. wo w�..o.0 0«. � '%/.? uc N. 1aNf RAY o737a .e«laneon- ond.non.oan • RSC SERVICE CABINET TO CONTROLLER PA 90 POLE FOUNDATION PA 90 POLE FOUNDATION CABINET (5) PA 90 POLE FOUNDATION TYPE PA9O -A -35 -040 -9 (DAVIT AT 350') 2• SE RVICE C PNE, SSE SHEET _ 2 -ONE WAY SIGNALS OVERHEAD AT 0' AND 11' TYPE PASO-A-35-1340-9 (DAVIT AT 350'1 2 -ONE WAY SIGNALS OVERHEAD AT 0' AND 11' ® SERVICE CABINET, SEE SHEET ...... SIGNAL PHASES TYPE PASO -A -35 -040 -9 (DAVIT AT 350) 2 -TYPE 10B POLE MOUNTED AT 90' AND 1811 2 -ONE WAY SIONN.S OVERHEAD AT 0' AND 11' 2 -1 /C 6 ALL INDICATIONS ODE SHALL BE 12 " (FUTURE HEADI 1_1 /C /6 INS GR. CONT CABINET ALL INDICATIONS SHALL BE LIGHT ONE WAY EVP DETECTOR AND CONFIRMATORY 2 -ONE TYPE 1013 POLE MOUNTED AT 90' AND 180 2 -TYPE 1013 60LE MOUNTED AT 90 AND 180' SERVICE CABINET TO HH 15 AN CONTROLLER' EMITTING DIODE (LED) TINE LIGHTS - PHASES 1 AND B ONE WAY EVP DETECTOR AND CONFIRMATORY LIGHT ONE WAY EVP DETECTOR AND CONFIRMATORY LIGHT 2" 600 SEE SHEETS __ AND __ EXCEPT PHASES 1.3.5 & 7 OP TIC GLTA ITE -250 W HPS PHASES 2 AND 5 - PHASES 4 A ( ) N 7 h3 C i12 (CUM) ® SOP - INPIACE WOOD POLE PROGRAMMED HEADS LUMINA 2 -PED PUSH BUTTONS AND SIGNS R10 -4b L.UMINMRE - 250 W HPS LUMINAIRE - 250 W HPS R CABINET TO H111 2 RSC RISER WITH FACE I:1 GLTA EXTEND TO HH 1 2 - PED PUSH BUTTONS AND SIGNS (R10 -4b) 2 -PED PUSH BUTTONS AND SIGNS (R10 -4b) 4" RSC 7 RSC EXTEND INTO HH 8 EXTEND TO HH 12 4 -1� C /12 / RSC O CABINET ®�� 1� 2-1 12 3" RSC 3" RSC 2 -5 C 4 -3 /C n2 2 -12 C 112 2 - C /12 6 -3 /C /12 1 -/ w/ 3 -1 /c rz ® ��= C � 4 -3/C 20 1 / 13-�C //14 / = =� 1 -3 /C � - /C 20 20 1 - }/C r20 2 -J C /20 ® PEDESTAL FOUNDATION 2-2/C NMC ♦ �lO CONTROLLER CABINET TO HH 15 / SI® inns= • 10' PEDESTAL POLE AND BASE ,, TYPE to PEDESTAL MOUNTED \ \ 4" RSC e BI� ��_ EXTEND INTO HH 3 p PEDESTAL FOUNDATION 4 -12 C /12 � 0 Y RSC fol. J \ TYPE IA PEDESTAL MOUNTED 6 -3 /C 12 ® ' C /12 ®0 4�H\\ I B!•B/1B� ►� ® PA 100 POLE FOUNDATION Or T EXTEND INTO HH 14 13 -2 C 14 a 0 � � 10 PEDESTAL POLE AND BASE 2 -5 ` 1 -5 /C / TYPE PA100- A- SO -D40 -9 ((DAVIT AT 350') 2' RSC 2 -J C /� 4 S 2 -ONE WAY SIGNALS OVERHEAD O 0' AND II' ♦ \ \ 1 -5 /C /I2 3 STUBBED OUT B -3 / / pOpp� 2 -TYPE 108 POLE MOUNTED AT 90' AND 180 ' + (THREADED AND CAPPED I / / -� O ONE WAY EVP DETECTOR AND CONFIRMATORY \ BOTH ENDS) ; / /j / 7 - �� ---,� LIGHT-PHASE 3 AND B t WMINAIRE - 250 W HPS \ \ I / / 8 -1 DS17OB� 2 - PED PUSH BUTTONS AND SIGNS (R10 -4b) `N' 2, n� I //\ B� BBB EMEND INTO HH 4 2 N1AA1C \ \ ` ` .R, «.-- / / / / ��0�� J RSC 2 -2 /C /1{ \C'"?..... •t `10 Q ` ♦ •ALL PHASE 1,3,5 & 7 SIGNAL FACES 2- 1�C (SEE NOTE 4) �L \ Y `J�C �c 't �' 4 4 (� SMALL BE OPTICALLY PROGRAMMED. I -J C 20 +'Pa + \ ' �( j.�/2` �h� S \P g / / / O FUTURE SIGNAL HEAD INSTALLATIONS \2l -� -NOT INCLUDED IN THIS PROJECT ® PEDESTAL FOUNDATION it) PEDESTAL FOUNDATION \ +,f J. 4. � ,/ / �. /N SPECIAL PRO 10' PEDESTAL POLE AN BASE 10' PEDESTAL POLE AND BASE + Y�,t \ 10 / ' PROVISIONS NMC LOOP DETECTORS TYPE IA PEDESTAL MOUNTED TYPE IA PEDESTAL MOUNTED \ • • s (• :(1...6: 4 / FOR PEDESTRIAN NUMBER SIZE (FEET) LOCATION EXTEND INTO HH 7 EXTEND INTO HH 10 + V i W 'I f INDICATIONS. CITY F LED E ATERIA DI -I 40' 61(6 • R r + / ��. / AND CITY FURNISHED MATERIALS. 01 -2 _ 1 -5 /C /12 2" -5/C /12 + \ +A \ '� /`� , ✓ : 2. EACH SIGNAL FACE SHALL HAVE D2 -1 6' %6' 25 _ • a ' A BACKGROUND SHIELD. D2 -2 6'X6' 25()' + ++ �� y - - •�� '5% + ��/ / / \-. `�� 3 NANDHOL(S AND OOP OETECTONS ' D -1 6 10r 6' 250' + + \ \ H. /. / / �\" SHALL BE DETERMINED BY MRICHT DI -2 6' %6 750' • COUNTY TRAFFIC + ® 03 & 08 / TRAFFIC OFFICE PERSONNEL. P4 -3• 7-6'56' — 1 0 & 25' + V` EVP DETECTOR / / x,14-4 2 -6'06' 10' 5 : 25' D4-5 +\ ; ,U ® AID LIGHT ©, INTERSECTION GEOMETRICS ARE D5 -1 6'5p' _ 1Q • • • / SHOWN 10 FACILLITATE THE 4. THE ANTICIPATED ULTIMATE PROPOSED TRAFFIC CONTROL D5 -2 6'56' CONTROLLER PHASING, PEDESTRIAN MOCATIONS AND PUSH BUTTONS f� . � \ ,r� SIGNAL LAYOUT TO BE CONSTRUCTED AT THIS TIME. FUTURE 05 -3 6 10' • 0' I/ 4' + �► I } 02 k B ® ¥ EASTBOUND ANO NORTHBOUND OU APPROACHES O THE OUND, - D6_1 S.XS 250 2" RSC r1 EVP DETECTOR INTERSECTION. TO MAINTAIN THE EXISTING RURAL STREET __Q§-2 6' SECTION AND DRAINAGE, MANHOLES /2 AND /13 AND THE G -1 —6 75 t t 2 -3/C /12 1 �' 01 R 06 AND LIGHT ' ..'X6' 40 • • ® / II O EW D E TE CTOR 6I% k ASSOOATED CONDUIT -CABLE RUNS BETWEEN HANHOLES G -2 6 'X6' 40' (D 07 I • � � ® AN LIGHT 1 /1 AN /2 AND BETWEEN HANDHOLES /12 AND /13 ARE _D7 -} — g , • 10' T BE , 0 MOM (JUST 4 THE PHASE 1 PAVEMENT WIDENING). -DA-1 6% -- y5 �p` - . — ��/ \ ` ® \� + THESE HANDMOLES AND CONDUIT WILL BE SALVAGED AND -0:8_:; D8 -2 6X6 I 1 .X50' OP P6 -2 -2 ® ♦ 04 k 07 © • <' • RELOCATED TO THE LOCATIONS SHOWN ON THE PLANS WHEN 2 06' 10 .q jS' ss HANOHOLE /9 IS LOCATED ALONG AN E 1N _I /� AIVD C IJCIIT V ♦ + IUSTINC AND 6X6 10' At, _ • N -, + PROPOSED URBAN SECTION (WITH CONCRETE CURB AND LOCATION = DISTANCE FROM STOP - BAR / n ^ \ GUTTER AND NO DITCHES) AND C AN BE INSTALLED FUTURE DETECTOR STAL 1F DERECDOR IN FEET. e4 - P8 - t / • 4 \ ++ AS SHOWN. I UTION r- 0126-2 -2 G�ry'L • ®® �`` "A R+ + + +E \ FUTURE RIGHT TURN LANES ARE CONSTRUCTED NOT INCLUDED IN THIS PROJECT. P F f � 4 q] 4.. Pa -1 *5. Ir]LJ ''13' H� V � C 4 - 3 /1 • 5. FOR TYPE 'D" SIGNS AND R6 -1 SIGNS } q. 7 /• / 1� a V \\ 3/C 0 ♦ SEE SHEETS AND `" ]A 9 i j'Ab ` 5- C t �i + FOR PAVEMENT MARKINGS SEE 01 / j m \ 4 + SHEETS AND + \ 2 N1AA1C 05 05 ( =r ' P \ \ 'g 2 -2/C /14 6. 3/4" HALF COUPLING, 3/4' PIPE NIPPLE r — P ie ,..:, � y + ,[ //` AND CONDUIT OUTLET BODY FOR SHALL EMERGENCY t `--- - - - -x FURNISHED AND INSTALED / / \\ \� \ Z APPROXIMATELY 6' FROM T N + ` I EP THE END ENT SHALL BE .E.A��S P6 -1 y + }• R SC \ . 'Y(Se + + OF MAST ARMS 1,3,5 AND 7 + H 'F7L y e 2-12/C /12 PB2- - / ,_, ; z \ \ + 7. FOR SERVICE CABINET DETAILS SEE SHEET • PI- '�_ ■ / 1 -3 /C /20 — � \\ \ •\ 8 ALL 10OT DETECTORS SHALL BE NON-METALLIC �1 I 7 -2 /C /1{ \ (NMC) TYPE. .1. 2 -I _2 /P2 z / / \ \ \\ b FOR NMC LOOP DETAILS SEE SHEET 03 � / \ 9 FINISHED GROUNDLINE SHALL BE WITHOJ E" OF \ ® P2 -1 4 4 03 S / / . , � \ \ \ 4 \ \ FOUNDATE AND PLACE FILL � AS NECESSARY. \ � 1 / / 3D o Y 7 0 60 \ \ IONS? PROVID �A \` 10. METALAFRAYESSA SHALL COVERS.PVC TYPE NTH I / % S ORE M RFT PEDESTRIAN PUSH BUTTONS SHALL BE LOCATED AS SHOWN ABOVE V9 j 8 . \•^a •S v.i..L. zoos \area \a.y \OrT]r \nr3»- ,p„al #' ' ' L DATE " ' a Y �Ji _ l An de r son EXISTING INTERSECTION LAYOUT PLAN �" r SIGNAL SYSTEM OPERATION >Y - THE SOUK SY5TEM FLASH MODE I5 AIL RED. � , 2 D Mww. Y ... 1 1 AFILFSQn TRAFFIC CONTROL SIGNAL SYSTEM 12 1 - NORMAL OPERATOR IS 6 RTASES WM PHASES 2-2 C NOTE Nos et Me CI I . y4 . 1,3,5 AND ] BONG PROTECTED LEFT RUM PHASES NOTE /t (SEE NONE !) - 1‘' ADS Assoc., Inc. C.S.AH. / OT SE G O C MINNES r42 AX6Wp11 Pl. 015.5 015.5 CM EM °d 1.51 ...pus ...pus CITY OF OTG, MINNESOTA - RUSES 2 6 6 SHAD NC Ox VEHICLE RECALL. Lt W. ] mad___ JEJ Am 6Arla AU. oa, -)I0 EDAM 17 sax 761-07-5626 _ 5/23/06 1 NE M. 01373 SH1OS 0 0 HH -7 HH -6 ce ID, -,; >132 111:*." 29 CONTROLLER CABINET 03 -1 2 :53 7 HH � • `' yy - so —RED— 20 RLT a1J O a � o � FUTURE HH -9 .• 31 ID1 -2 Y 3E4111. 30 -6-3 I 07 -2 34 YLTA 1_1 481 D3 -2 • 0 0 °W 41 °`3' —GRN O I 29, 30 _NEU 2 — �D7 -3 ETA RLTA *-- 5th '8 -4 y �C ,�D8 - 53,54 —NEU �■ +� T.; O RED -6-2 EOG 49 YLTA 7 -1 -•-- _} 68 -5 s< 8 - q n 7 YEL 22 D7 -4 35 GLTA -•-- 41 43 t ea GRN— —� — I -1 NEU -+- — 0 • 3 1 -33 HH - _ of RED— EOG —~ —• a — EVP LI�06 YEL - 8- 3 — 05 -2 50 —~ ~ 5,50 - 60 �_ • F . D8 -3 (FUT) —. 6 O _ I29 - —SPR GRN 3 7T— 5 1 -9- -� HI 1 -•- 23 25 -•- —SPR —NEU— D5 -3 HH - 4 EOG RED 38 --1 D8 -4 ra a r7 ,1 I D3 -1 • —•. •� 23 —Al_ -8-2 08 -g — { — -4 5 2 DETE 42 PB -1 Nr I 49 y —.. EVP 53 — NEU 45 3 -2 --e — — 4 23 -33 —GRN— D2 -1 P2-1 44 Pea -z _ , 8 _ 3 -� I • ae - - HH - DETECTOR EVP LIGHT--1- 4� D2 -2 5 4 — DB -1 -- ( — p8 -2 I • • HH -11 5,47 - 60 03 at Y 08 24 4, 23 -28 10 7 -1 RED - SPR RED - LUMINAIRE A 46 e u 5,55 -60 DETECTOR I PBg -t EL -6 -1 — SPR —YEL P6_1 27 -4 -3 RED - 16 vs.-3 26 ( • 0 O 7 - GRN EOG 41 —GRNN 2 -3 • � + ©e1 • I —NEU - 03 & 08 NEU - HH - • Pea -z • 21 WLK P6 -2 24 EVP RED -4-2 —NEU - 6,41 -46 • I • LUMINAIRE ® 28 18 I • _ • L C�07 - 3I 9 DWK - DECTECTOR YEL (FUT) RED •-•-� 5 8 Pad t • SPR 5,47 -60 • 4 HH - ° zz RED - GRN - 55 YEL 2 -2 HH - • L ' 7 -4I — NEU YEL -8-1 --NE GRN - k-12-11 55 Pe1-z • 4 -1 .1 RED 3 -2 GRN EVP LIGHT 07 •—NEU 02 39,4 • 5,6,39 -60 .._..•, 59 1 Y —YEL —NEU - SPR � 0 • ° EVP LIGHT t{ 02 -2I = ° 104 16.,7 I 4, 18 -33 GRN 25 WLK -PB -2 SPR SPR HH - g O 600 DWK - 600 SPR 35 ° 60 Pea -t 2 I WLK SPR 42 04 & 07 L < E5 -1I P4 I , » 7 -33 10 l —NEU I EOG HH I 02 • °5 1 56 A • • 10 I FUTURE 04 -3 NEU P4 -1 EVP 02 & 05 5 -2 L< D5-2 5 11-- • I OWK RLTA DETECTOR 56 EVP 1 DETECTO 3 LUMINAIRE —+- P/341-1 ID4 -4 }I HH -1 PB4 -1 YLTA DETECTOR 34 -60 5,6, • t1 I 11 I 34 -60 7 ©t P2 -2 7-2 • 7 NEU GLTA RED 5-3 • _a. 4 -5 >P5 SPR EQG RED - YEL -2-1 3,411! • • • P136-2 3,7 -12 I SPR 26 YEL -4 -1 GRN 3e 12 I I NEU 1-P6 -1 GRN —NEU - • OWK —NEU - WLK TO 3 -6 • 57 -0-- ° _ I 12 I NEU P86 -2 PB6 -1 WLK 57 —pyVK _ -P2 -2 HH -1 — O LUMINAIRE 3 , 4 27 • •t • OR B 3 FROM 04 -3 (FUT) NEU a3 DWK - - P4 -2 —SPR 3E7�TC oR I a HH - 15 14 DM SPR —NEU I- 04-4 281 SPR —NEU 7_2 ®t P6 -2 _ _ 5 I NEU RLTA SPR riTn SERVICE CABINET ,, ° CONDUCTOR COLOR CODING — • —o O — ' D4 -5 PB8 -2 YLTA GLTA LUMINAIRE • 3 1 • Q 34 ° • _ —el BL 5/c p2 6 { — D4 -1 2� - -1 GLTA EOG 1 • • — — 17 30 Ems 58 WLK LUMINAIRE ° 0 0 • 9 —0 G — I 04 -2 — C D6 -2 44 V&K NEU 1P8 -1 4 I • ® O _� 12/C /t2 - -1� /B� R RLTA RLTA NEU P2 -1 MK JJJ • z Yel 3/C p2 LUMINAIRE — WN/BLK YLTA YLTA DWK I ® g BLK • —HU( 18 z GLTA 3 -1 31 GLTA 5 -1 45 P82 -1 59 I NEU 2 5 • —r — etX/YA, R OR 0 NEU SPR LUMINAIRE " I- O — 1 —NEU —NEU —GALK WI OR YU I 3/C /20 —EOG — EQG —c ELK OR eL J 19,-- 3 -? � 01 -1 SPR PR 60( 4 SPR 2-.-1/C —E CLEAR -2 /C p+ 3 � D1_2 46 1 NEU I P88 -1 2 2 � SERVICE NOTE: ALL TERMINAL BLOCK CONNECTIONS PB4 -2 SERVICE 2 -1 /C #6� INPUT 3 -1 1 1 SHALL BE ARRANGED AS SPECIFIED ABOVE PO Q� SDP • D A T E REVISION I A,r•p caddy M• M• Mw t o , - gm.. gm.. - • vr,=z, ; : 1 V "7 ,ca Ill' Hakanson Anderson Assoc., Inc. rw EXISTING FIELD WIRING DIAGRAM ,,. En thawed ' 'w " B A DS /9/08 civil 1 ,,,,. °,� '' ��Q TRAFFIC CONTROL SIGNAL SYSTEM 13 ,:w, +eww,w `� CAME IL 42 & C.S A H. 39 0 w , s... ; gr.- s•.w•,,,.,,,,- ..,.r• 0M. fiY ' ,k,,, P Rai mar 0[ .6 763 -427 -5860 FAX 763 - 427 -05m l N R 003» ... .ndw°.°°- "wrs°°.eoIP eRUWOAD r WOAD CRY OF OTSEGO, MINNESOTA S 17 A s 01373 • • O PA 90 POLE FOUNDATION (6) PEDESTAL FOUNDATION al PA 90 POLE FOUNDATION ® PEDESTAL FOUNDATION N SERVICE CABINET TO CONTROLLER CABINET TYPE PA90- A- 35 -D40 -9 (DAVIT AT 350) 10' PEDESTAL POLE AND BASE TYPE PA90 -A -35 -040 -9 (DAVIT AT 350') 10' PEDESTAL POLE AND BASE 2 • RSC SIGNAL PHASES 2 -0110 WAY SIGNALS OVERHEAD AT 0' AND 11' TYPE 1A PEDESIML MOUNTED 2-ONE WAY SIGNALS OVERHEAD AT 0' AND 11' TYPE 1A PEDESTAL MOUNTED 2 -I /C EMIT 6 ALL INDICATIONS SHALL BE 12 ". 2 -TYPE 108 POLE MOUNTED AT 9O MID 180' EXTEND INTO HH 10 (FUTURE HEAD) EXTEND INTO HH 14 : 1 -I /C S6 INS. GR. ALL INDICATIONS SHALL BE LIGHT ONE WAY BP DETECTOR AND CONFIRMATORY 2• RSC 2 -TYPE 108 POLE MOUNTED AT 90' AND 180' 2• 1111 PHASES DIODE FLED) TYPE RSC SERVICE CABINET TO 15 EXCEPT PHASES 1,3,5 & 7 OPTICALLY LIGHTS - PHASES 1 AND 6 1 -5 /C /12 ONE WAY EVP DETECTOR AND CONFIRMATORY UGHT 1 -5 /C 112 2• C 2• RSC LUMWNRE -250 W HPS - PHASES 4 AND 7 ,\ 2 -2 NM C /14 / -J //C /12 (MUM) PROGRAMMED I 2 -PED PUSH BUTTONS AND SIGNS (110 -4E) LUMINAIRE - 250 W HPS CONTROLLER CABINET TO HH1 ��©e GLTA EXTEND TO NH 1 2 -PED PUSH BUTTONS AND SIGNS (110 -40) U • RSC ®_- J EXTEND TO HH 12 2 - 6 2 -12 C 112 3 RSC cr F • ,_-__ • , 4-12/C /12 ®��t> >` 4 -3/ 12 9/ 2 -12 /C /12 '. REMOTE t R - 6 -3 #12 3 - 1 O �� I -3 /C /20 // 4 -3 /C /12 • \.- LOOP DETECTORS I) 40 i 13 -2 C 2 14 - J 2 -3/ /0 ® PEDESTAL FOUNDATION F1 -1 O � � ` � '► 1 -3 /C 120 NI , - 10' PEDESTAL POLE AND BASE • ♦ ♦♦ i NT COROLLER CABINET TO HH 15 Aft _ MICIIIM TYPE 1A PEDESTAL MOUNTED - EXTEND - ♦ INTO HH 3 i REMOVE & REPLACE ♦ 2 - 5 / 1 2 1-3 Qri 2 01 5 -1 M ITT . n' 1 -5/C i12 LOOP DETECTORS ® 0' 6 -3 /C SI2 r1 5 c' ® PA 100 POLE FOUNDATION ♦ , ♦ � ,, 2-3� 9220u :� t TYPE PA100- A- 50 -D40- (DAVIT AT 350') Y N1AC �� J ? 'fC' C;11,44. ♦ / 3" RSC STUBBED OUT BH 2 -ONE WAY SIGNALS OVERHEAD 0 O AND 11' 2 -2 /C / F' �� J CC (THREADED AND CAPPED ` 2 -TYPE 100 POLE MOUNTED AT BO' AND 180' \ e �H i Ayq i C` Arj I / BOTH ENDS) ` f ® � s O_ �� ONE WAY EVP DETECTOR AND CONFIRMATORY /�y o7 J C� p,1.' ?\ / LU IM HYPE E 250 W • 7^ J• C �? / I I ' / • • -■- 2 - PED PUSH BUTTONS AND SIGNS (610 -4b) • <' ♦ EXTEND INTO HH 4 •? J. ?'Y` 44yy,, `/ M / .' / / () ALL P 1,3,5 & 7 SIGNAL FACE 2- RSC 12 , ' •. J� P . c � ~it l - 4 ® SALVAGE ! REINSTALL SMALL BE OPTICALLY PROGRAMMED. h FUTURE SIGNAL HEAD INSTALLATION 4-3/C 12 e� "<p`' P �/ e (OR REMOVE t REPLACE) 1-3 /C no �� •� e / HANOU IS -NOT EXISTING. ® IuvEE Es P FOUNDATION BASE TYPE 1 e St ty ♦♦ I' �e % ! (09 NMC LOOP DETECTORS A PEDESTAL MOUNTED \ "' -- -. • , ' © �. ` . 1 ' A / ALVA ! REINST4 NUMBER SIZE (FEET) LOCATION EXTEND INTO NH 7 S SI O♦ ` ♦ �'�4�C �, NIGIO S STEEL CONDUIT ® 01 -1 1 -5/ /12 ♦; 14• I; '® 'L s q, , 1 - � / REMOVE PA 90 POLE FOUNDATION t REPLACE WITH PA it --I 6, t 0 ♦ M1 / / 100 POLE FOUNDATION SALVAGE SIGNAL POLE AND M AS T ODATION ® PA 90 POLE -35 -5 -040- 9 (DAVIT AT 35 ♦ I ,{1 © ©./ HEADS. WUIN*IRE, EVP DETECTOR t L SEL VAGE !REINS MOU BRA CKETS, SIGNAL D -I TT Y TYPE PA90 -A -3040 - 0') • ♦ / A,T�' ; MLIGHTS & PED POSH 03 -2 6'X6' 10' 2 -ONE WAY SIGNALS OVERHEAD AT 0' AND 11' • , 44 REMOVE t REPLACE PEDESTAL /!F// \ /��--- BUTTONS t SIGNS ON NEW POLE MS NAST ARM. ® 04 -1 • a RE FOUNDATION. AL POIF, SALVAGE 1 ® \�• 1 D4 -3 2 -6 %6' _A9' d 1 0 75:_- 2 -ONE TYPE 108 POLE MOUNTED AT 9O AND 18O D4 -2 x ONE WAY EVP DETECTOR ANO CONCONFIRMATORY llCtlf REINSTALL PEDESTAL PHASES 2 AND 5 2• RSC IM MOUNTING BRACKETS & SIGNAL ® REMOVE t REPLACE (OR 4 -4 ■ LUMINAIRE - 250 W HPS 2 -3 /C /12 M HEAD 118 v SALVAGE t REINSTALL) .• 2 - PED PUSH BUTTONS AND SIGNS 0110 -4D) ® © 6 0/ RMIO STEEL CONDUIT ® 6 2- fi' %6' (WEND ' RS INTO HH 8 '` 1 ". ® 3' RSC 2 -12 /C SALVAGE !REINSTALL 4---,2:''. a - 6 %6 40 • p2 ! (OR REMOVE t REPLACE) p - - 6z.' 19 1 -3 /C 20 2 -17C 7 \ 4 -3 /C /12 , 4 -3 C 12 2 1 RSC "' �1M \ �i O I -3/C 920 NAN DNOE ® 0 ,`E �1 4 -12 /C /12 �. ® • ' 5 -2 /C /14 (,'ONTROIIFfl PHASING PEDESTRIAN 2-5 /12 ...,/ ♦ �•.,TFI -- J RSC REMOVE T REPLACE 40 INDICATIONS ANO PUSH RUT70N4 2-3/C /20 // l 2 -12 C M. © • : � �_ LOOP DETECTORS (/) 4O; 4 -3 /C /12 1 -5� 012 '® %6' 1.' .4 �. • REMOVE t REPLACE PEDESTAL �� POLE FOUNDATION. SALVAGE t 6 %• ' 0 / 4.41111.0.: IJ -2 /C 914 41 4 2/ / / / •= 1 1 -3 /C /20 Y • '. • REINSTALL PEDESTAL POLE, g'' • z • 2 5 0 25 ' //\"/ ♦ 0 DB -3 10' 25' tit a 7 - 2 /C /14 • \ H la BRACK ! S IGNAL Q 4 -12/C p2 / • ® ti ` • NEAR ® -4 _10' & 25' 2 -5 /4 112 / f �. ♦` \ • 003-5 6'X6' 10' _I-1 B -3/C /12 / J � �� SALVAGE ! REINSTALL LOCATION = DISTANCE FROM STOP BAR pg_ Ip66 2 -3 /C /20 O •_ - r _ 7 \ ,r (59 REMOVE ! REPLACE) TO DETECTOR IN FEET. - �_ _ 9 -2 /C /14 i / ♦ \ NANDNOLE ® C7 FUTURE DETECTOR INSTALLATION - 4_1 T EXISTING. 4_2 - 2 S REMOVE PA B0 • , • DATION. WITH PA � g MOVE ! REPLACE (OR 100 POLE FOUN /SALVAGE M� I AND MAST ♦ MOVE !REPLACE OR >• a 9ALVAGE t REINSTALL) •c -1 ARV, SALVAGE t - ALL � ' / :.- ( • NON-METALLIC CONDUIT r 61 HEADS, LUNRW / 0E1E 7 5 ■ PED PU5N - I SALVAGE REINSTALL) ) �` � ' i • " BUTTONS t, ILNS ON • AND VAST ARM. /� O ( e 2' NMC WD .. rrl ...w. / • SALVAGE ! RERISTML� \ \ . T1) e y 2 -2 /C /14 6090 ! RE ` - P•-1 • / / (00 0( I ® ) ( a SALVAGE t REINSTALL - 2• NMC • (OR REMOVE !REPLACE) -4 2 -2 /C /14 ♦ \ • NANDHOLE (i) P4 -2 n P FM- ♦ r ® 1 1 1 63 De ' ® �- , `' I / \ REMOVE LOOP • DETECTORS P2 -1 r I1 .A ♦ •• T \ ` I r r ; j yOVE t REPLACE (OR OTES• \ \ \ .., ♦ SALVAGE ! REINSTALL) TO BE SALVAGED OR REMOVED IN 2006 IN \ p s A PUSH BUTTONS M W� E.1♦ Ii/ NON - METALLIC CONDUIT go PROTECT FROM WITH THE L 39 TO 42 RECONSTRUCTION E STR S EEET DOU RE 1 ocAirn AS sinew • SIGNAL SYSTEM OPERATION / /yam ; ® TO BE SALVAGED OR REMOVED W 2007 IN \ • - ME SIGNAL SYSRlI YtA41 NODE K ALL RfA. IJP' CONJUNCTION WITH MNDOT TM /1011CSAN 30 YYY \ H - NO INTERCHANGE CONSTRUCTION AND GSM 39 RNA. OPERAMH 15 0 1440565 WM PHASE5 \ b o b 60 1,3,0 AND 7 BEING PR6TEC1IO LEFT ZUNI AIA4S /�� 4 SALVAGE t REINSTALL RECONSTRUCTION BETWEEN CSAN 42 AND TH /101 r.50. - PHASES 2 e 5 SNAIL 6E ON 661IIGIE SECNI. / ` ! ( 0 09407E ® REPLACE) SfIUE N fEEf DAZE REVISION 1 IWaaY a•KIY that Ws PI•.. : EMIT ;, .,,z-z ,M t A' ', •E,1 Hakanson Anderson Assoc., Inc. a EXISTING SIGNAL SYSTEM AEI Limed ,,., We RWR N.[ 7944 Engineers and Lane Surveyors SALVAGE /REMOVAL PLAN 14 4 .' 0 r._.\-.1111: am. 5/23/06 F o 361 Blanton Am.. Ana0•. 0900.N 55303 ! O TRAFFIC CONTROL SIGNAL SYSTEM 0 1.14 _ O R RL a 783-427-5660 FAx 763 -427-0520 /^1 i � DINT RSO C S A H. 42 & C.S.A.H. 39 17 .: v.._ « ...W.w . wv .'.r- .PawAo -.'**9 Rote /kik.. • IA: R.NI 0T373 w•.Naanoon- an•A..o0.ccm T� C6A CITY OF OTSEGO. MINNESOTA .ELLS 6r9'= NMC LOOP DETECTORS ® A 90 POLE f(U91 , PEDESTAL FOUNDATION 'O'l7J PA 100 POLE FOUNDATION SERVICE CABINET i0 CONTROLLER CABINET TO HH 15 '. 'E r'A9U -A- it t( T 35,1 10 PEDESTAL POLE AND BASE TYPE PAIOO -A -45 -040 -9 (DAVIT AT 350') ; CONTROLLER CABINET 4 -12 /C /12 NUMBER SIiE FEET) LOCATION d I I. WAY SIrNA S \CPNS �t O' AND n' TYPE 1A PEDESTAL MOUNTED 2 -0HE WAY SIGNALS OVERHEAD • W AND 11' N 2-1/C 6 2-5/C /12 1 1 -1 - TYPE: IUD P LL MO INICt/ Al JO° ACID Etl0' EXTEND INTO NH 7 2 -TYPE 108 POLE MOUNTED AT 90' AND 160' Q 1 -1 %C %8 INS, CR. 6 -3/C #12 11iTg_al (Hr WAY EYP ItUF( OR NI (CY N.L!ATOr1Y 2" RSC ONE WAY EVP DETECTOR AND CONFIRMATORY . air=11111 t1CIIT E P ' l J E 1 AND 3 1 -5 /C /12 LIGHT-PHASE 4 AND 7 = I 3" RSC SERVICE CABINET 70 HH 1 15-2/C /14 i � l7QE Y:Ti LLAGNAIRE-2S W NF LUMIAIRE - 250 W HPS = 2-12/C 12 « 2" RSC 2 -3 /C /20 aZ� � -rf0 1U1111 OUItVI : aI .. L .. (L.Ia -4b) 2 -PED PUSH BUTTONS AND SIGNS (RIO -In) N / / 1 -3 /C /12 (lUM) •2 -6 PR /19 MITT_ 0111111111101=1111 C%'LNU TD NU 1 A 100 POLE FOUNDATION EXTEND INTO HH 12 •• Q -J /C / CONTROLLER CABINET TO 1.64 1 3- RSC STUBBED OUT (THREADED . �� r^ PSI' TYPE PAI00 -A -50 -040 -9 (DAVIT AT 3501) 3" RSC ' / /10 I" RSC AO CAPPED BOTH ENDS) T.11.1.115 IMENT l.)i I T1'1 2 -OE WAY SIGNALS OVERHEAD AT O' AND II' 2 -12/C 912 ) 1 -3 /C /20 4 -12 /C /12 �l747 �ti`T � , 4 -3 /C /12 I . / / 2 -5 /C /12 MOTES; 'Vt.: x7 2-TYPE lOB POLE MOUNTED AT 90' AND IOW Q 10 -2 C 14 UA TO BE ADDED OR RECONSTRUCTED IN 2006 IN ! T� t 1 7 ONE WAY EVP DETECTOR AND CONFIRMATORY I - /C /20 O_ 6-3/C 12 IZIII♦�11T1i LIGHTS - PHASES 2 AND 5 --/ / / CONJUNCTION WITH THE CSAH 42 RECONSTRUCTION I'1I � LUMINAIRE -250 W HPS 3 RSC 15 -2 /C /14 PROJECT FROM CSAH 39 TO 85TH STREET. 1 !'��7iS1iT)� ® rUtSTd F: lINUS 2 -12/C 912 2 -3 /C 220 45) 2 -PED PUSH BUTTONS AND SIGNS (R10 - ll N •mere 10 k 25 to 101. 3E0 AID IP EXTEND TO HIT ' '�1 I .,rf. } L;L)�>I +f IA It IL ,Ea N 1, 3. RSC ITf , n b It �, (t 1 -5 /C /12 ® TO BE ADDED OR RECONSTRUCTED IN 2007 IN ■FII>I ktTkt II C H 5 2 -12 C /12 - I 1 I I 4-3/C /12 CONJUNCTION WITH CONSTRUCTION AND CSAH 39 MNDOT TH /101 /CSAH 39 r ( 1 -3 /C 920 INTERCHANGE CONSTRUCTI I `�� S 411 I -3/C 120 • \ 6 -2 /C /14 RECONSTRUCTION BETWEEN CSAH 42 TO THP101 t ` ' ' OD DA I7 POLE. 40/1040409 co PEDESTAL FOUNDAT ® x =< _ • - __ r NMC fY F PAIN N -A-14-1 P Lr1 OD ION { 4 • -T r 1 ,..! '{CI�'Tl tS i'T)a 2" RSC 4/ 1 w r • a 1 -5/C /12 2.2/0 /14 1 NNE WAY I t PALS O 01c0 F O A 11' f0' PEDES P OLE AND BASE 2 -3 /C /12 r.�� 2 m IUD 1000 ?AWN 41 'if At(t 110 TYPE U PEDESTAL MOUNTED 0,P / I t 4 L f • ^ s 8 -2 /C /11 � Etl .'ll5M WIIII MIIIII"ThMM III" )I NAY LbF 0 iF Tf1P A t f I .�UAI f;f EXTEND INTO NH 10 //,. 4 • �, - - 4" RSC 2" RSC • n � .r te . 2 E H Pf4 N1 14 ri ou5 4 .. 1 < ; (2:10 - th) .. _ 1 -S /C /12 2 C912_ _ !. 0 , EVP 6 0E 4 1414J^ � \\ \ O nlsm�lfT� 111,.:- _ - 2 -3 /C 9 2 0 • -- - q ® C -3..9 , -0 06 -1 (TB7'.CM�V'T� - (: 917, .lye /C /1r- AND LNRIT Y 2 RSC - _ - .1.1,/w (12 •2 -6 PR. 19 A ®�01 606 �❑ 06-2 LOCATION .• DISTANCE FROM STOP BAR .;.: 0 . / - - R� . -- TO DETECTOR IN FEET. O' M ■ 131,1 4 -2 /C /14 Ct1 O I EVP DETE if= FUTURE DETECTOR INSTALLATION- O Y F ' AND LIGHT T INCLUDED IN THIS PROJECT. M ®I �' / - 11301 - .2 _ CONTRM I ER PHASING. PEDESTRIAN INDICATIONS AND PUSH BUTTONS alma' / 3 EVF e D E TE CTOR - - t/0":/.." ' .. a I 86 ) ' 04 0 ® "- 11 � AND LIGHT TaL ®® - - -. aitEVP a -- -- � \ 3 CD I 13® �2- N .- RSC - a �l . `w . J ' P 2.`! B - 1 -5/C /12 2 -2/C /14 4-12/C /C /12 � '� I � I . . 2 NYC • al , 6 -2 P6 - ` 6 -3 /C /12 \ R� II ■ ac .J INTERCONNECT / EAST TO 111 2101 l r�-1 PB -2 2 -3 /C /20 _ I •I -6 PR i 19 X 06 -2 11 -2 /C /14 00112 : m 94 NOTES: - - -- - -- •2 -6 PR 919 1 1L q r v - m I ' 1. DURING THE NEXT FEW YEARS, EACH LEG OF THE CSAH 39 /CSAH 42 INTERSECTION IS }. ' B 1,1 ANTICIPATED TO AVE LANES ADDED OR TO BE COMPLETELY RECONSTRUCTED. WITH THE - p4-1- 06 - 3" RSC I L ( CURRENT CSAH 42 STREET IMPROVEMENT PROJECT, THE SOUTH INTERSECTION LEG IS - 2 -I2 /C /12 I I BEING RECONSTRUCTION AND AN EASTBOUND TO SOUTHBOUND RIGHT TURN LANE (THE 1 -5 /C /12 c p E SOUTHERN MOST OR OUTSIDE LANES) IS BEING ADDED TO THE WEST LEG. THE EAST 4 -3 /C /12 A INTERSECTION LEG IS EXPECTED TO BE RECONSTRUCTED 19 2007 IN CONJUNCTION WITH - -- - -- - - _ -- - - - 1 -3 /C /20 II MNDO1'5 TH 101 /CSAH 39 INTERCHANGE CONSTRUCTION PROJECT. WITH THE FUTURE _ - -__ 9 -2 /C /11 II DEVELOPMENT OF OTSEGO WATERFRONT NORTH PLAT. AN ADDITIONAL SOUTHBOUND TO P - •2 - PR /19 I I Y W(51906NO RIGHT TURN LANE 15 EXPECTED 70 BE ADDED TO THE NORTH INTERSECTION - SIGNAL PHASES 3 RSC N MODIFY THE L E EXISTING TRAFFIC�CON CONTROL SIGNAL SYSTEM ON O FACIUTATE7 INTENDED THOSE PROPOSED 1 ALL INDICATIONS SHALL BE 12-. 2 -12 /C /12 i ROADWAY IMPROVEMENTS. - 02 ALL INDICATIONS SHALL BE UGNT 1 -5 /C /12 II VW- DIODE (LED) TYPE 4-3 /C /12 I I II 2. SEE SPECIAL PROVISIONS FOR PEDESTRIAN INDICATIONS. LED INDICATIONS, AND CITY EXCEPT PHASES 1, 3, 5 8 7 FURNISHED MATERIALS. 30 -_ OPT AL_Y RAMMED NEE• 1 -3 /C 920 9 -2 /C /14 I II - - FACE R Y 6 RLTA YLTA GLTA tt MIS"` =NMI` •1 - PR 919 3. EACH SIGNAL FACE SHALL AVE A BACKGROUND SHIELD. ®04-2 \ YJ OIMILF U ��` 3 " RSC I 4. LOCATIONS or P0110, PEDESTALS, HANDOLES AND LOOP DETECTORS SHALL BE _ r .•�� r ,7 ('� ^ ( 2 -12 /C 912 I I I DETERMINED BY WRIGHT COUNTY TRAFFIC OFFICE PERSONNEL. \ \ /G • • • 4 -3 /C 912 • 5. FOR TYPE "D" SIGNS SEE SHEETS 2. \00 00 1 . - 1 ti / i'31�CJL�t 1 -3 /C 920 II »��tJC S -2 /C 914 S I 97 - n • • • I -8 PR /19 6. / 4 HALF COUPUO, S /P PIPE NIPPLE AND CONDUIT OUTLET BODY FOR EMERGENCY / • • •.. NMC VEHICLE PREEMPTION EQUIPMENT SHALL BE FURNISHED AND INSTALLED • • • f II1�LJ CJt •2' NYC I I 2" 2- 2/(] 91. NI APPROXIMATELY r FROM THE END OF AST ARMS 1,3,5 AND 7. MF V I • r iE 1 +. x FI E�'.a�L=C�Jt µOUO DETAILS SEE SHEET 4. • • •.■ •1 -6 PR. /19 6. ALL LOOP DETECTOR 7. FOR SERVICE CABINET SHALL BE ON- METALLIC CONDUCT (NMC) TYPE. FOR NMC LOOP DETAILS SEE SHEET S. I 4 YI BiII1 • =E I I PFIWSTRIAN PUSH BUTTONS SHAH RF IOCATFD AS SHOWN ABOVE Y1 9. FINISHED GROUND UNE SHALL BE WITHIN 6. OF THE TOP Of THE CONCRETE SIGNAL • SIGNAL SYSTEM OPERATION 8 -1 • : : y` POLE FOUNDATIONS. PROVIDE AND PLACE FILL AS NECESSARY. THE SIGNAL SYSTEM FLASH MODE IS ALL RED. 0-3 • • • I I 1 S • 10. ALL HANOHOLES SMALL BE PVC TYPE WITH PETAL FRAMES 400 COVERS. - NORMAL OPERATION IS 8 PHASES WITH PHASES l) PHASE PSE 1. 1. 5 k 7 SIGNAL » 0 30 00 7 („I 1. 3 5 6 7 BEING PROTECTED LEFT TURN PHASES FACES PR0�0RAWIE N I I S I s • HE TRAFFIC (MASTER TROL INTERCONNECTION SYSTEM O F08 CONS RUCT ON k COMPENSATION ARE PART OF - PHASES 2 9 6 SHALL BE ON VEHICLE RECALL. S 6 PURPOSES. I n•N.Y atltF that OM 040. - t , ®B• 014E aEMSIaN o .r a •rx,rw t \' �� '"Y EJ Hakanson Anderson Assoc., Inc. 6� ULTIMATE INTERSECTION LAYOUT PLAN 5` Uunrel '. •". „ w M• ' 3 En9M.... and Land so.• TRAFFIC CONTROL SIGNAL SYSTEM `'. ADS 5/23/06 7601 01 Tanaka AAv. Arkq Wilmot. 55TW C.S.LII. 42 & C.$.A.H. 39 m 4101114 Nt a• 763- 427 -506o FAX 763- 427 -0520 17 c 40 04. - 000140 4gw•mw.m -0000. a MM Lb Ng, X61_ RJW or373 _ ••ar.n•lm.on- onax.on.wm GRBA , WNN IOTA 6T3TS" • . .._ ... ® _ .. — .,.1c.) L. . L ... , 1 , `i; 5 9 2 INTERCONNECTION e e D1-1 9 „ „OMaliE re 1 1:_i' . - °Q) Pi OHH- 8 1 ALONG CSAH 39 - I S I i -- 1 I - 10, 31 ® D1-2 9„ „ IIINECEM 106-2 1 . 141 1 tl7 2 s. 1- . i ,,, 61 IC) .0 tit ( 10 Eir,____L)8:30 10H H - 9 ; - --- CRN , '' - I D3-3® .--- 4.— ; • - .•-1, ,40 ._ i 8-4® E-3(__E3_ ' D3-40 1 AB— 4-0— .— •-•— rif 53,54 .' i 44 7 52 3,,, : , I 1 i . ,. ,,,, , , , I . _ 14 r A : --•-- --•-- ',,' CI - '..5 1 1 --- -1 9- 4 ........' 1 -- - )1. L i , --e-- 41 43 --.-- --..-- _ r O8-50 E , . '8-2 ( '' ( ,6 .. •(tt =1 -;', (t'l 54 6S. 61 I 5 4,4 i ■...... ..,■..... —[ . .-.:,__V,) -- NM i 11 141 :1) - NEU — - - 1 ---0- --, - - - - [ tvP II' .! - ' ,t, , , 5,50-60.92 4C1 , t . ; ..„ ®® ,•-•,-/ 1:.9 -,55 5F12 - -- - i ' ' - 1 HH -10C!) i 1 ',() __.. --e - — KJ/ • 2:5 ',,,, -..-- I ---- {___,16 - ''', 0 - -A- - --- • E0C- HID L., ..., 51 04 & 07 EVP 1 42 0123-_-_ 43( F- I& ----e— 49 —0— 1. --1 1 4 3 63 64 [1 -I ei DEWCTOR Pei-1 i 1 45 1 _ I 0 3 - P2-1 --- - 1 1 , 9- ,I.i, , 1 f- :- - E'00 i - ' ® .----J___ --. .1 44 ® :, 2 4 .. 7- 2 1 1 . 1 91 INTERCONNECTION . '.1 - --PE. ITc;t1i: ALONG CSAH 42 .. J . 1 :E1 . --- E'..'1 ( IL;k ' ! ...',„ ' - ' 1---- , , 1....-- 1 ® • 46 1 — P84 - 2 .2 1 i Il..- r ----RIO -, --'4'14 i ''-{ : . 145 '., 0 2 , , 6 HH - 11 (s LUMINAIRE A • I i - Yr i i 1 ., . , I _ 0 i) : vo„_ ,„ ,--- - -, :, • OHH - 2 - - • - t.QG ' -- c,, 1 -1 . - .. .i - PDS - 7 - . - 1 : 1 .'. 1 ., - - - C; - .. - 1 1 WI K 1 ` vi ' 641-46 , ----I,I-_.... 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I ., I . 1 ,,,,' '' I 02 I 56 1 A ' - 1 .... , .1 - `J'R ; , i 1 DETECTOR LLLUMINAIRE 1:. - , 1 ■ '''' ' ■ 5 --•o ' I ---"-- \ 1 ■Th16 ' t - Ilif,' ' r■ , i ' , I - .. - i :., . I , 1 . ■N tiAlejn. .1,A I i 1 ', '1 -- : ICDI P2 1 (3 . E', ,,,'• --- - I - , - ' - F'-"."- -5 CO 1 - .-7— / i. ;col 1 - ;,, -• I-1; 4 : ', ', , I 1 I ' • ir ON (- ,FA IC ' I-,,, 14 OP o(11) 1 " 1 ; 1 -' t ' 1 4 -4 .•-•— --, I ■., • i, • ''.; II - • --- ■.; '' s i I ..,1 I- l , :l1 ' - ,. I ' I ( , i \ 1 -, 1 . I 1: ,,- . • " 57 .L. ,..11 L( !-12-',-,' 1 ■ i4,)414-)4 1 I • - '1 I 1 •,,--- - - 11 -- , LI ® I —.. 0 1 . ° _' 4-1 4 _ . ,... -- ' ' ..11: ; AD ! 1 1 l'firdPh'I• . • 1 /-1-' ® : ' E I ' 1 I'. I I i,...1! ' 74:.E i , , • '4 i`ii : 1 „0 I ' - VI_ I 4 -1 1 " t 1 . 1 1 --' I 1 — voi,vi 1: o v - - 1_,, . YL I A ! , :.' . , , (4 -NOT INCLUDED IN THIS PROJECT TA I ' 0 r ■ I i1, I FUTURE DETECTOR INSTALLATION , i 1 r.I' 1 ' : ' I'l — 1 1 - - i ,i T. ' .., .. ,. , 1 ' I ' ' i 01...._..I,41-:1 .; ® TO BE ADDED. RECONSTRUCTED OR Ei.7 OR N - -..• h: . ':. QC 1 WIT I4 ■ 1 - . ",! ■..: ; .1:'A!:.,01,'. REWIRED IN 2006 IN CONJUNCTION VAH THE CSAH 42 RECONSTRUCTION F.c. 32 .01 _, I . : '', ' - - $1 ' 0 I i • ®4 PROJECT FROM CSAH 39 70 85011 . I 7-1/C gi —f 1 t ■ eo .. _ STREET 1.2. l® 2 2 . I NOTE ALL I A:NAL BLOCK CONN; Ci■ 1 *91 INTERCONNECTION 4 1 I I; 1 ' 1 TO BE ADDED RECONSTRUCTED OR CO i., _.._ _ i,Li.12.1 , :\ , ,,j,; , 4: .3. J. _ 1 _ . 1 , „,•,,-,) ri T NitsITORIdcCTSIOANH AND ESE ITEMS SH ALL HE, All!.,3ANGI-..0_ ,,, ,i VE cif Ell A:1-1,,,_ ._ j 6 D1-3® NY REWIRED IN 2007 IN CONJUNCTION ALONG CSAH 42 WM ' 192 I ... 0 "; - .: ,_ 1 7 ( •:, - .,I - .... • TH (MASTER CONTROUIR CAB . LE. MM OR HAHD 6/00 HOLES) ARE PART THE 64 D1-4® . , CSAH 39 RECONSTRUCTION BETWEEN CSAH 42 TO TN #101 DAN REVISION 1 NNW mei& NM 6.6 Mes . -, - : ....• 1,■' *,...." 4J Hakanson Anderson Assoc., Inc. R. oirszeo y es ULTIMATE FIELD WIRING DIAGRAM C a Ile* IO Engineer. rea Lone Surveyors '....' ''''.4 TRAFFIC CONTROL SIGNAL SYSTEM 16 ...,- \ -, 3601 Tleestan An., Mak% Illommoto 5.4303 CSA.H. 42 & C CI .S.A.H 39 17 . owle ria NI 763-427-51100 FM 763-427-0620 00. "7141, ''' L - 1;, '- Ne MU— RJW 07373 _ nrr.haManson-andenon.com m .uiS IUNHA RSAD COY OF OTSEGO, MINNESOTA SKFIS 07373 .„fb.z_11-G --__z_._ 0,, 1 , i. „ /.... .. = . - \\,....„.._ 1 f\ S 1 '-p D6 -1 / ■ D6 -2 ma DI ®' .Q01 -2 -- - — —. --o�c r tes ®a- s - p ®z 3 © � � - a -� _—_ _ -___ ___ ®- asp as®_m__- saf= =, __e __e s___e = =- _________ -7 __ � _ �2 ,� N11 \ C `2' NYC .] ■ ■ , er/ II .1 -6 1 P R /19 '1 -6 PR /19 2 -2 /C /IS R� I n Rim' � ■ ;// /� III HAND HOLE 12 / I 01110 HOLE 1250 �_ ••1 -6 PR 119 ,+ f , � . , 1 1 , I, GSM 39 STA 621 +003 ( WRIGHT CO) CSAH 39 STA 623 +703 (WRIGHT CO) Y y CSAH 39 STA 7 +903 (MnDOT) CSAH 39 STA 10 +601 (MnDOT) i 1.1 .r - f CSAH 42 INTERCONNECTION CSAH 42 INTERCONNECTION HAND HOLE iL _ — 1 `` n. - I 2" HUC CSAH 39 STA 626+603 (WRIGHT CO) 1 1 I +1 -8 PR /19 I T 0 CSAH 42 & TH 101 SIGNAL SYSTEM HAND 1401E 6 NOTE: CSAH 12 k CSAH 39 THESE ITEMS (MASTER CONTROLLER. CABLE. SIGNAL SYSTEM CONDUIT 9/05 HANDHOLES) ARE PART OF THE TRAFFIC CONTROL INTERCONNECTION SYSTEM FOR CONSTRUCTION & COMPENSATION PURPOSES. • . It I 39 0 b w acA [ w 44: DATE BENSON ' IM.lY 041 MM 044 ; , woe + zf '4.: 4 � i • : -T .E4 Hakanson Anderson Assoc., I r-- 04rierao a„ a SMUT 39 TRAFFIC SIGNAL SMI or ma we 11%1 C04 3601 Engineer. . 4(8 ..r. one 3n INTERCONNECTION SYSTEM 17 A ADS s AAnoka. 9 06 59 52393 CI • �'� e66e n[4. 763 -427 --427- 5660 E00 FAX 763 -527 -0520 CSAH 39 TO T.H. 101 17 .: awe.r∎ - s...wo4. - n,..,w. -44.4. 9.4. Ll N4. __ R.4. OT373 ... .AM4an- o.- .na..en. 01 TTIB GI6A R R AB WY OF OTSEGO, MINNESOTA EE .s 00373 CONSTRUCTION PLANS GOVERNING SPECIFICATIONS THE 2005 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR CONSTRUCTION' WATER TOWER NO.3 SHALL GOVERN. ALL FEDERAL STATE AND LOCAL LAWS. REGULATIONS. AND SH 1.0 MG FLUTED PILLAR ORDINANCES ALL 80 COMPUEO WITH IN THE CONSTRUCTION OF THIS PROJECT. CITY OF OTSEGO, MINNESOTA ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE MMUTCD. INCLUDING FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. JANUARY 2001. ! 1 I I -- ! I CITY OF OTSEGO PROJECT 06 -02 { I ! SHEET INDEX I i I -� I THIS PLAN CONTAINS 7 SHEETS L I. ' ; i I I 1. TITLE SHEET ' I 2 -]. CONSTRUCTION NOTES AND DETAILS ! I ,! I 4. 577E PLAN - BASE BIO 11 I'---- ! ! ! • - ;! / / ' S. SIZE PLAN - ALTERNATE BID j y j 6. UTUTY PLAN - BASE 810/ALTERNATE BID ._.......! , ! d 7. TANK LETTERING DETAIL L 65TH S TREET I - -_ - r + - - J r l 6 5TH jSTRE � __ 1 s.+,, , 1.' i I I Wi 1 Ls \ •"��. = 1,1 I spare by certify o, that this plan. rect supervision w and t wee z � - I - I $ am o duly Licensed Professional Engineer under the lows O r I I u , o1 the 51.1e o1 M innesota 4 .. >E` ) -- ` I „ I ° I 23461 8/4/05 . n i �� _ \ / I CRAIG J. ENGINEER P.E. License No. Data / 311 r I ( 91 ~ 1 . ! / ! ._ _ IM — -. — ._ — — DESIGN ENGINEER III �, - - �_`._j _.. —f, � V � -� I 1 , I , i .. - � , - - -- APPROVED I 26052 8/4/06 .__� i ' ' L� ` I r.� P . 1 �. - PROJECT "` 7 , 1-`- RONALD J. WAGNER P.E. License No. Dote I 9 J 't ' LOCATI ` , ,\1.4 )11 I r t ' 1 1_1_1_1 1 i __ I, ' 60TH ST ` ' 1 1 I 1 ' 4-- I I I -1 / Mkt I 1 , ■ II ! :;n,_,� 1 , __ J I B - -- i , W, , , is- I1 + I I I I I. —_— 1 ,... 1 7. , t . I .__ = ,q:h i I wow count 1INNESOTA DATE REVISION DR straw= UTILITY R6nRwtRN M DID T a'� Hakanson LOCATION MAP NUTT DMUly 1EYEL V. INN 10 Emily F a A500 3142, Emus Emus "MGM WR UM Assocslnc. a rail THE =MN MS DEPICTION OF DOW ere D..... .e. l.■ e.I..I rs III 8Q UTLEY DATA" FM 1w..... A.la NI.. 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Mauls SECTION AA 493 i ,�• vA.O Irk/ tau -r— r 4. rim 'WA' ,.. "} R �'I�iwre,a i N — - NMw , 0 ..100 NOM MIE MN Illir 11 l ip, MAO 01111000 MA _ .. 4. s • MOM 1 an M 0000 1 00 011.X4 =ION s8 40001. NOM AMOK YOWL 00 SEC71011 '!' SECTION 'A' 1 07 •. m MINN w� .01.1 Nary w Y : •N� aor l MOT LOS AV MS g be - fie MIDI +M N IL M t 0111 1_ xYptMR MM P.M 1140 . STAMM AA 1410. __ SW k ,MC[O rM A EW111017011 1 AV. C :1400. IE W 11110 WR ALL SASSES SHALL RE F111172 M 0 M MAW STEMS. 70 /J�l, \ T MM nHM6 WING 1HE OPERATING MIT TO AM E Of TTHE UR COMOICA SURFACE .Ange . EL , ' ` e TN P',Npn L e , l • _F l_ TYPICAL RESILIENT WEDGE A newer ECI � � VALVE & BOX INSTALLATION I I 10 & UNDER WATERMAIN : .� q ` % NO SCALE TYPICAL CROSS GUTTER wN MIS , ' SECTION •AA' • PACER TRAFFIC FLANGE HYDRANT •C� (OR APPROVED MAL) CoAA AMC MAW \ Pe COKAPIX IAN a rWlon'i1NW P M. m Poue Nc THRUST BLOCK Ammo NTS K ° � mos ° F ir----- 1 .." 18 .- gpM:rjair — :114-116 OF ONO ■ Tor 1 ems— .01 pi 4111'111111t e � . W Al "� GENERAL NOTES It k ,X' NAM inH 1) MAINTAIN 7.5 FT MINIMUM COVER BETWEEN lk 1.S' x 1.5' TOP r M M nN iu ® , N fP ,N Y Y yr01w M A' I FINAL GRADED GROUND SURFACE AND TOP i V OF WATERMAIN. PROVIDE 4" THICK RIGID 4'X 8' 2- IS- In BM WITH /2 ENO HOOKS. I r.„ 2 uW. [ a R MOWS TO WATCH POE oo . O PA:.c INSULATION FOR LESSOR BURY DEPTHS. oep. MM `a4 , 1 200D PSI CONCRETE ° �G1� Le r �I I M .. 2) DISINFECTION OF WATERMAINS SHALL 4.i,1 _. _ ice .• x 4 OASE Ain �-• re :r MOVE MA, BE PERFORMED IN ACCORDANCE WITH AWWA STANDARD C 651. • ...... ML v.• 0 1r .K• •••••• . GRAVITY THRUST RESTRAINT BLOCK NW LAM APEX FOR VERTICAL DOWN —TURN BENDS DETAIL NIS DATE REVISION I nw*1 pony Met Ws ^p MP. swab.. swab.. ®N SHEET ^ ° p.a. y ° w "' Na Hakanson Anderson Assoc., Inc. CITY oY CONSTRUCTION NOTES w 0 •w...ip aN MM I an . M 101, ' Ili w /H� 3 .enn•s ,06,1 n•H ENVe.I wMr 1M MMN IwE Civ il Engineers 0n6 Lone Surveyors M y.n M a. sa. M MMnw. LKA 7/31/06 3601 Thurston Ave.. M.A. MHN.NIa 55107 iYJ AND DETAILS ha WATER TOWER NO. 3 .rw. 4. AAANN. vL. ®N N[W1 761- 427 -5860 FAX 763 -427 -0520 CITY Of OT 7 SEGO. MINNESOTA o .,.. jam_ H.. No, 23•61 CJJ 07521 ....INPanm MM n- aSOn.com ON THE GREAT RIVER ROAD SHEETS \,,, \ . ..' ., ...., '• „ . ---... ........... --- --+–."=+– , ` ,4- " " LEGEND .. ,... . , — 6,L3,.... PROPOSED CONTOURS FOR WATER TONER .. . 58+00 C222=275 TP OUT CONCRETE CURE AND GUTTER 00 - ■.,... s....... , . 5 -----, I .---- . Fvvv "e 1 MOWN QUE ENS 57 +00 41/ SLT FENCE • , . 5 64.0 0 , _-- - A Veg -- ----------- — ______ , ■ __. ------- ""'' - --...... '""""" "•Wwn mip.vio.v.,.... ...... ' --. . . 7. . • 9 4 ' , 8 CONCRETE APRON . a. ......... 1 . • , s' \ \ . , \ ' \ SEE NOTE 0 \ \ ‘ \ 1 4 2Y.:!-----'— 943 x0 : E l /' - ; NOTES: (I) ALL CURB ARO GUTTER SHALL BE ewe I , \ \ ,,\ \ , „ , TO BfRtvi'iAT 49—�-- CONCRETE PER Mn/OOT STANOARD 0 1 i 944 PLATE 7100G. _ LP, r _-_, . 0 CONCRETE APRON SHALL BE 7 INCHES 4,41SH \ OC\ LA*, 6 \ . THICK. D1114 A SLOPE OF 6 PERCENT °NC RETE.944 • \ \ 1 \ \ \ AT lfAllER=944\ 3 , /, 1 - 1 —_, .3 g TOWARD STREET BREAK CURB ANO ..... ZI n. M GUTTER AT 6 PERCENT TO MATCH APRON CONCRETE SHALL BE 4000 PSI EXTERIOR \ \ \ \ \ \. \ \ 1 \ \ \ \ '' \ , =944.8 • .II.' s , =OPE, 1 ' , v .:r . t■IN, \ \ ' ' \ \ \ , \ \ 1 , %, 944.6 ougib 1 • 1 1 4 , \ \ \ \ \ V \ \ , 1, \ \ • 1 \ \ ' \ \ \ \ \ ' o , 1 / . 1 l 1 1 \ '),,,.) I 0 , \ l \ \ 1 Y / I, , , 0 i / i . i 1 1 \ > \ e ! \ , i , 01 0 / 1 ' / / ! i .. , ) I I i POPEiRif .IN f ' \ / • a. „ i I .1M \ s / / ) / A ?/ ,../ / , '',... i / ' / / . , / / i V / . / I / / 1 i / . , 1 / , i / / 1 / 7 / ' I \ I / I I I ' i 1 , i ' ' ' ' ''' / 2D 0 2D 40 1 / , I i i / i • t , \ ,- >,' ,,''' ,, .' • / SCAU el FUT DATE REVISION t benne sem Not Ine sien. epseNcotion. MEM SryEET w few we env.. lu we sr ewer me c., j j Hakanson Anderson Assoc., Inc. .--- CRT OF SITE PLAN - ALTERNATE BID L06 7/26/06 6nici 110.1uSere OM that i am • O., 5 Comae PreNssiorw Erignew war ei• ein e ee, Civil Engineers ond Lone, Surveyors &MEG() WATER TOWER No. 3 AWL__ C.LI 13 111 360I Denim Awe.. Anoka Afonnew40 55303 Doe ILT el 07521 • 763-427-5660 FAX 76.1-427-0520 iNONRIDAswANALd, CffT OF OTSEGO. MINNESOTA 7 elb1G J ACM^ P.E. ra. L,c oa _288 onownskonson-endelson coon ON THE GREAT RIVER ROAD SHEETS \ ` / I '— —.-. ------ --- —4. r -1, 14 .1 , 47 -_-_-:_ - __ - ---___ ___:__ .. 01. 81\ !Ili gy zd > p g ::_i_:42—s, 1 i € c � 4 ■ ....... ,.....4.......,...._, „ .... ......... .... I ' .... ..... , 7.7..._____:._ CZ: Y /1! /fait .- ... Se a 11744:--------/ - 1 ' . , / , I t ___ . __ __\_-_--2._ _____----- --,- - PAtif.. I • ‘..,- ../ o � s n0 4 z - N i 1 \ it .---/ , -... / . S \ i a � V A A ` -- -' 1 " n \ — < „---- _-.- - - -.i ! 1 . o �_ / rt O _ - x _ ~ ga Sg pi p - - - V _ �m%V 1 V " l . Film �,-- n z ^,g 1 $� f� . ill? / / E AR --igNg.125.; o� M g � 1 O ! ' D I: 9. 2 ; S 7 / ,,' • / ) 7 , : . fr.,, / . / __ a h _ . , _ i 1 'N,. / 4 co 2 cn Q 7 8 CENTER LOGO H 74.-0" N 13'00' W 1■11,140444,10, A H 56' -0.. . : i . , , , I 1 *----.-- 1 --''' Ilm.- - ,3 ■ 1 1 A I 10 r f 1 11 ill N o CM ;I 1 I f CV I 9 CENTER— LOGO S 2'00' W . 12.5' LETTERS / WAVE OUTSIDE ORIENTATION 10 0 10 20 NO SCALE I SCALE IN FEET DATE REVISION i 1' Ms '°" '„s" lima le Hakanson Anderson Assoc., Inc. CITY DF DIEU ; . i .n . «, "' 11111 ETAIL 'K.,u.d Perinea. Engw. se. Me SIR; sde Civil Engineers and Fond Surveyors OTSEGO LETTERING DETAIL a nn SUM r tmw.i. LIG 7/31/06 3601 Renton Ave.. A Ne lAnnessIe 55703 Ed nam C6Aa A ADM PI. Seek OE al 767 -427 -5660 FAX 767 -627 -0520 CITY OF OTSEGO, MINNESOTA 7 gw ... 'i , y ,,. 11 CJJ OT521 ww..M.snssn- mWnon.csm ON THE GREAT RIVER ROAD SsEF75 ITEM 8 -5 REQUEST FOR QUOTATIONS TO: Prospective Quoters FROM: Michael D. Foreman, Hakanson Anderson Associates, Inc. CC: Ronald J. Wagner, City Engineer DATE: August 9, 2006 • RE: Test Boring Quotes for a Potable Community Water Well #8 Otsego, Minnesota • The City of Otsego is requesting quotes for drilling, collecting material samples and gamma logging one test boring. Attached is a quote form to submit a proposal to our office by 2:00 p.m. on August 25, 2006. Upon receipt of the quotes, the City Engineer will review the results and notify the accepted Quotation no later than 2:00 p.m. on August 29, 2006. No bonds are required for the work. Therefore, we are asking that the quote be received at our office by 2:00 p.m., on August 25, 2006. Our number is: 3601 2 Thurston Avenue, Anoka, MN 55303. Faxed quotes will be accepted. See Boring Location Map attached. If you have any questions, please contact me at 763 -443 -7064. ot522quoterequest.doc i N.E. • • 65th STREET 3 ! 1 r s i • F { ( a .......___...____. 1 i TEST BORING sot s ` SITE LOCATI • h T� I Z _Y i 1 ITT,` N.E. f ! ! ,7„.....4.L._' " T `" � == P..\ � '�� - ,/ .4 • Z' I r 1.: I. Tom. ` f i .:1 i i l': f 4 . . •i N t =-- -: "• .' {' ` 4%71 �'' 5{ N.E.r, ` ` � ? ( 4. °5 �''-1 '�;�.t T ! .r.,--,. — "`.•1f \ \t i 1 t -_ __ [� l .. (° ti : b- _, i 1 A � L t ' 1 —i S ` -, { i u .. 1,'' \ 4 N 1„"•.-,_ _;...�'y e�ytL , 7' n , 1 r„.....„ t _, F , t� { bvr, ... --- - ' 4 .. i jN ' i " � C , 2 1y- - -j '1--, : F j ; --*''; --k ( \ \ • • AA r- � �•�� yy. �f • � '' �Sc` .: rte .,.�.� t �`' ,"`...• - -- • \. S .. 'k r 4/� y ].1 E } ?� Yl � N4 ' i �� n +Y ryry1S P tl - - . L T A : i • / ,/ I yam ; '.` f l _ "., -- ...�......��_ "`\ _Y ='T — __.:'+^ fii 4 't ` ! 1Nti C '\ \ . '/ / AP/ � ,,• r ....� �._ ` 1 3-t f , „ " N ! I' ' t i 1-: NE) I / 1 / _-------- ' .. !SAN' J \ f /1 __ _ .. —m O! ! ! Ji f 1' r. l t I , �' �... t � 1 i I ` i o 1000 2000 SCALE FEET BORING LOCATION MAP Ilms-11 HckansQonn CITY OF OTTSEGO, MINNESOTA Assoc. ,Inc. DAIS: 0/4/06 O E: OT522 f { - 4 M ,iAtia S m a SPECIFICATIONS FOR TEST BORING CONSTRUCTION CITY OF OTSEGO WRIGHT COUNTY, MINNESOTA PART 1- GENERAL 1.01 DESCRIPTION — The Contractor shall furnish all equipment, facilities, skill, and labor to construct one test boring at the location shown on the attached Exhibit. The materials used in the construction of the boring shall be new and without defect. It is the intent of the Owner and the Engineer to have the Contractor construct a 6 -inch nominal diameter test boring. The information obtained while drilling the test boring will be used to . determine the location and identification of aquifers and aquitards. Contractor shall maintain daily communication with Engineer and Minnesota Geological Survey during drilling and identification of aquifers and aquitards. The information obtained from the drilling of the test boring will be used to verify the completeness of the geologic units for the design of future Municipal Well No. 8. Contractor shall utilize drilling samples and gamma log results, through daily coordination with the Minnesota Geological Survey, to determine the vertical location and identity of aquitards and aquifers. Contractor shall install a 6 -inch nominal diameter casing through the glacial drift and at least 5 feet into the Mt. Simon. Contractor shall continue open hole through the first two aquifers and aquitards. The formations anticipated beyond the drift are the Franconia, Ironton - Galesville, Eau Claire, and Mount Simon. The Engineer may have the Contractor stop drilling if 75 feet of the Mount Simon formation is encountered. Drilling samples are desired from the ground surface to the furthest depth of the test boring. Gamma log results are desired from the ground surface to the furthest depth of the test boring. The Contractor shall construct the test boring as specified and in accordance with all State codes. 1.02 SCHEDULE — It is the desire of the City of Otsego to complete this test boring as soon as possible. The Contractor shall meet the following schedule: A. Completion of all Work except report submittals, site restoration and well sealing by September 19, 2006. B. Submittal of items specified in Section 1.06. A through D by October 3, 2006. C. Seal boring and site restoration by October 17, 2006. Failure by the Contractor to meet each of the above schedules shall subject the Contractor to liquidate damages as provided in Section 1.10 Liquidated Damages. 1.03 STATE REQUIREMENTS AND PERMITS — The Contractor shall acquire all permits, at Contractor's expense, from authorized agencies as required of Contractor for execution of this Work. The Contractor shall comply with all laws and ordinances relating to the performance of the Contractor's work. S:\ MunicipalW OTSEGO \522\ot522specifications.doc Page 1 of 5 1.04 LOCATION — The boring is to be located in Section 1, Township 121, Range 23, in the City of Otsego, Minnesota. The approximate location of the boring is shown on the attached Exhibit. The Engineer, prior to setting up the drilling equipment, will designate the exact location of the boring. 1.05 EQUIPMENT AND PERSONNEL — All equipment shall be an acceptable type normally used for the intended Work, of adequate size and capacity, in good repair, and capable of properly performing the intended operations in good, progressive, orderly fashion and allow for safety of all personnel. The Contractor shall employ only competent workers for the execution of the Work and all such Work shall be performed under the direct supervision of an experienced well driller. Contractor shall submit the manufacturer's name and model number of drilling machine and other pertinent equipment to be used on the job. 1.06 CONTRACTOR SUBMITTALS — The Contractor shall furnish Engineer with the following data and test results immediately upon completion of the test boring: A. Log of the boring — The Contractor shall furnish the Engineer with two certified copies of a diagram of the boring as constructed. Copies of the daily drilling logs, including daily progress, static water level and materials used, shall be filed with the Engineer on a daily basis. B. Samples of Formations — The Contractor shall take and preserve two (2) sets of samples from each 5 feet of drilling and at every change of formation below the ground surface. The samples shall be labeled with the depth at which the sample was taken. One set of samples shall be furnished to the Engineer. The other set shall be delivered by the Contractor to the Minnesota Geological Survey, the University of Minnesota, Minneapolis, Minnesota. Contractor shall deliver samples to the Minnesota Geological Survey on a daily basis if requested by the Engineer. C. Geological Report — The Contractor shall prepare and furnish to the Engineer two (2) certified copies of the Geologic Report. The report shall contain a description of the lithology of the formations based on the data obtained from the test boring construction. A sketch of the geologic profile shall also be included in the report. D. Gamma Log — The Contractor shall prepare and furnish to the Engineer two (2) certified copies of the Gamma Log Report. The report shall identify formations, approximate depth of each formation and provide an opinion on potential yield capacity of the aquifers. The Contractor shall gamma log the well utilizing equipment which provides a continuous strip chart record and also a digital interpretation of the data. The data shall be interpreted to ascertain the formational characteristics of the material encountered in the borehole by the Contractor. S:\ Municipal\ AOTSEGO \522bt522specifications.doc Page 2 of 5 E. Certificates of Insurance — Provide evidence of Contractors Liability Insurance, Workers Compensation, Comprehensive General Liability, and Comprehensive Automobile Liability, in amounts equal to or greater than that required by law. Submit prior to the start of Work by Contractor or Subcontractor. 1.07 CORRECTIVE WORK — In the event that the hole becomes contaminated, or that water having undesirable physical or chemical characteristics enters the hole due to the neglect of the Contractor, shall perform such Work or supply such casings, seals, disinfecting agents or other material as may be necessary to eliminate the contamination or shut off the undesirable water at the Contractor's expense. 1.08 TEMPORARY CAPPING — At all times during the progress of the Work, the Contractor shall protect the boring in such manner as to prevent either tampering with the boring or the entrance of foreign matter into the boring. 1.09 PAYMENTS — Payments will be made under the unit prices and lump sum prices of Work as set forth in the quotation proposal form and only for the quantities of such Work actually performed to the satisfaction of the Engineer. A. Payment will be made after final acceptance of the boring report and boring sealing. B. Payment for all vertical measurements for drilling and setting of casing pipe will be from the ground surface elevation. 1.10 LIQUIDATED DAMAGES — In the event that the Contractor fails to complete the Work in a timely manner, such delay will cause damages to the Owner in addition to the cost of completing the Work and such delay damages will be incurred whether the Owner or the Contractor completes the Work. Since such additional delay damages are difficult to determine or measure, the parties hereto agree that Contractor shall be liable to the Owner. A charge of $200.00 per calendar day for each day of delay between the scheduled completion date of the Work and the date that the Work is actually completed. Such amount shall not be construed a penalty, but rather as liquidated damages from the non - completion of the Work within the specified time. PART 2 — PRODUCTS 2.01 WELL CASING — All casings shall be made of steel and shall be suitable for construction of the test well and shall conform to the appropriate AWWA Standard and Minnesota Department of Health Well Code. A. All casings shall be marked according to Minnesota Department of Health water well construction code requirements. B. A lockable, removable cap shall be attached to the top of the casing. S: NimicipalW OTSEGO \522bt522specifications.doc Page 3 of 5 2.02 GROUT MATERIALS — Neat cement grout shall be Portland cement (ASTM C150) mixed with not more than 5 % gallons of water per sack of cement. Two percent (2 %) by weight of bentonite or other admixtures (ASTM C494 -68) may be added to the mixtures to control shrinkage, permeability or time of set. PART 3 — EXECUTION 3.01 MOBILIZATION AND DEMOBILIZATION — This item includes moving onto and off of the site all the materials and equipment for constructing the test boring. It shall include the removal, and disposal of all vegetation necessary to accomplish the Work. Upon completion of the Work, the Contractor shall clean the premises of all debris and construction materials to the satisfaction of the Engineer. Contractor shall clean the site and all disturbed areas to the condition found before construction began. 3.02 BORING CONSTRUCTION — Contractor shall drill the boring by rotary or cable tool drilling methods at the location designated by the Engineer. The Contractor shall drill the hole and install the materials previously described to the applicable standards established by local, state or federal regulatory agencies. Drilling mud or drilling fluid is not permitted for drilling the test well to avoid the possibility of crossover in to well #3 located about 20' from the test well. The Contractor shall dispose of all cuttings so as not to create damage to public or private property and in a manner acceptable to the Engineer. At all times during the progress of the Work, the Contractor shall use all reasonable measures to prevent either tampering with the boring or the entrance of foreign matter into it. The Contractor shall be responsible for any objectionable material that may fall into the boring and its consequences until the boring is sealed. A. Casing Drilling — The Contractor shall drill a hole, which shall permit the placement of a 6 -inch diameter casing through the glacial drift and through the upper 5 feet of the Mt. Simon Formation. B. Open Hole Drilling — When the Contractor has installed the 6 -inch nominal diameter casing through the drift and Franconia, a 6 -inch nominal diameter open hole shall be drilled through the remaining formation as previously described to a depth of approximately 350 feet. 3.03 SEALING OF BORING — The Contractor shall seal the boring in conformance with the Minnesota Water Well Construction Code. The casing shall be cut -off at least 2 feet below grade and remaining hole filled with native soil. The casing may be removed by the Contractor if desired. Salvaged material furnished by the Contractor shall remain his or her property. The Contractor shall file a "Well and Boring Sealing Record" with the Minnesota Department of Health within 30 days of the boring completions. S:\MunicipalWOTSEGO\522 ot522specifications.doc Page 4 of 5 3.04 PROTECTION OF QUALITY OF WATER — Contractor shall take such precautions as are necessary or as may be required permanently to prevent contaminated water, or water having undesirable physical or chemical characteristics, from entering through the opening made by the Contractor drilling the boring. Contractor shall also take all necessary precautions during the construction period to prevent contaminated water, gasoline, etc. from entering the well either through the opening or by seepage through the ground surface. END OF SPECIFICATION S: VvlumicipalW OTSEGO \522bt522specifications.doc Page 5 of 5 QUOTATION FORM To: (hereinafter called the "Owner"): The City of Otsego Project: Test Boring for a Community Public Water Supply Proposal of: (hereinafter called the "Bidder"), organized and existing under the laws of the State of and doing business as .* *Insert "a corporation ", "a partnership" or "an individual" as applicable. In compliance with the Request for Quotations, the Quoter hereby proposes to perform all work for the construction of the above referenced Project in strict accordance with the Specifications, within the time set forth therein and at the prices stated. By submission of this Quote, each Quoter certifies, and in the case of a joint Quote, each party thereto certifies as to Quoter's own organization, that this Quote has been arrived at independently, without consultation, communication or agreement as to any matter relating to this Quote with any other Quoter or with any competitor. The Quoter hereby agrees to commence work under this contract within five (5) days of the Notice to Proceed and to fully complete the Project in accordance with the schedule provided in the Specifications. The Quoter further agrees to pay liquidated damages as provided in the Specifications. The Quoter acknowledges receipt of the following addendum: 1. 2. • 3. 4. 5. ot522quotationform QP - 1 00300 QUOTATION FORM Quoter agrees to perform all the work described in the Contract Documents for the following unit prices and /or lump sums which include sales tax and other applicable taxes and fees: QUOTE SCHEDULE "A" — TEST BORING Estimated Unit Item Description Quantity Price Extension 1. Mobilization and Demobilization 1 EA $ /EA $ 2. DrilVDrive 10" Steel Casing 130 LF $ /LF $ • 3. Drill 10" Open Hole 300 LF $ /LF $ 4. Fumish and Install 6" Steel Casing 300 LF $ /LF $ 5. GAMMA -Log & Report 1 LS $ /EA $ 6. Fumish & Install Test Pump 1 LS $ /LS $ 7. Operation of Test Pump 24 HR $ /HR $ 8. Water Test 1 LS $ /LS $ 9. Seal Open Annulus 10" x 6" 4 CY $ /CY $ 10. Abandon 6" Test Well 5 CY $ /CY $ Total Quote on Schedule "A" Test Boring $ , ot522quotationform.doc QP - 2 00300 QUOTATION FORM Respectfully submitted: Signature Title Attest: Address Date STATE OF COUNTY OF The foregoing instrument was acknowledged before me this day of , 2006. Notary Public My Commission Expires ot522quotationform QP - 3 00300 ITEM g_6 RESOLUTION NO. 2006-57 RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS WHEREAS, pursuant to Council requesting, Hakanson Anderson Associates, Inc. has prepared plans and specifications for the Dual Forcemains along N.E. 65 Street, Improvement Project No. 06 -14. And has presented such plans and specifications to the council for approval; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO MINNESOTA: 1. Such plans and specifications, dated August 4, 2006, a copy of which is attached hereto and made a part hereof, are hereby approved. 2. The city clerk shall prepare and cause to be inserted in the official paper and in the Construction Bulletin, an advertisement for bids upon the making of such improvement under such approved plans and specifications. The advertisement shall specify the work to be done, shall state that bids will be opened at 2:00 p.m. on September 7, 2006, in the council chambers of the city hall, 8899 Nashua Avenue, Otsego, Minnesota, 55330. No bids will be considered unless sealed and filed with the clerk and accompanied by a cash deposit, cashier's check, bid bond or certified check payable to the clerk for 5.0 per cent of the amount of such bid. Adopted by the city council this 14 day of August, 2006. Motioned By: Seconded By: All in Favor: Those Apposed: Larry Fournier, Mayor Judy Hudson, Clerk OT632resPlansOrdAds • CONSTRUCTION PLANS G SPECIFICATIONS THE 2005 EDITIO OF TH M INNES O TA DE OF TRANSPORT STANDA SPECIFICATIONS FOR CONSTRUCTION' B/�� SHALL GOVERN. DUAL FORCEMAINS ALONG N.E. 65TH STREET ALL FEDERA STATE AND LOCAL LAWS, REGULATIONS, AND ORDINANCES SHALL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PRO CITY OF OTSEGO, MINNESOTA ALL TRAFFIC CONTROL DEVICES AN SIGNING SH CONFORM TO 7HE MMUTCD, INCLUD FIE MANUAL FOR TEMP TRAFFIC r te. ' ' .q T CONTROL ZON LA YOUT S , JA NUARY 200/ j y r� j r CITY OF OTSEGO PROJECT 06 -14 1 i 1 j I I L I , 1 /' ; i SHEET INDEX i \ '\ y ( g` THIS PLAN CONTAINS 9 SHEETS V` 1. TITLE SHEET { 2. DUAL FORCEMAINS ALONG N.E. 65TH STREET i ' I f ) , \ p� ALONG 99+00 TO 110 +00 ,_/ ' 3. DUAL FORCEMAINS N.E. 65TH STREET X i STATION 1 1 I I , I i I 4. SAT FOR 1 20 ALONG O N.E. 65TH STREET i L, ` 7 r ST TO 1JB+00 -�i� t__ - I— / S DUAL FORCEMAINS 4+ 5. 0 N.E. 65TH STREET — `' STATION FORCEMAINS TO 119+00 / i `t % �. f! ' ( 6. STATION 140+ TO 163 +00 DUAL FORCEMAINS o 1 i ' • 7 STATION 163+00 70 168+15.05 _._ 1 I & DUAL ATION 168 70 176 +73 _ , -f�_ -- r ...�� -1 PROJECT 9. DETAILS -- L I LOCATION j `� 1 I hereby certify that Ihle plan. apecificotion, or report was m . .__ .1., _.. -.__. _. .. __ _ - .._- ..._.__- __.__ -. _-.-- _____.__.— _ _ prepared by e or der my direct supervision ono tool I fri C 7 " / - am o duly Licensed Professional Engineer under the lows 1 1 ( I j`r.,_ -` .. n � of the Stale of Minnesota / i - L_ T YY i /. ` • i -- .1 �- , ■ I / �\ \ � I may' < -- 26052 8/4/06 ' y 1 1 \t, RONALD J. WAGNER P.E. License No. Dole D \ \' it 1 CITY ENGINEER -1 .1 • ■ - ��_ r.+ - ,. _ l� -T T1. BOTH t \ l � y 3 3 — r J . — _ T 1 ..- �� ,� I ■ t i ` 5T EWATER _,, [A �\ •� . \ w N I .qfy.. 1' �, iREATN SITE \ `. f3 --- -1 .op o no. cook ..��i \ r 74. ., i y �..— L \ \ I i N.e. . r .; --J SCM0 N iFEll i + +� LlJ I .. I r ^ -.. f \ \ \\ I L „ , 7 — — \ A `\ �_ ` ' ` . - - -- - - - - - -- `� ', , i 4/ h. \ — i j — -��w' I 1 \p� �� \ • �� T : s -E o .B .A.N. ' ,. 1 1 11 I � "+, • Ai.---..„ . , „, ,-- . ,„...--,..,. oiirt — - .l - A r ! 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CITY �6/� STATION 124 TO i138+00 4 Nee a a. eeiP..z a.e 1 .1 I . Civil En oft on Survayan LNALiftmen NNW fnVnea ewM N. M1 A Civil r A L4 VO a NRn a Mw.ol> IAA 7 � r4m Aft.. Maim uxwWa 653W TRUNK FORCEMAINS m w N. x505 - e, n... 006 M ..1 763 -427 -5660 FAX 763- 427 -0520 IMPROVEMENT PROJECT 06 - 9 IS x: w e..aw+n.,.:.- 1MSwNUoequeeNe.ae Den 6/ }/06 L k. NS, 6.16' 01632 ... na .h0Yaneon- aanon.eom ON THE CRIME RIVER ROAD CITY OF OTSEGO, MINNESOTA • • • • • N.E. 65TH STREET [515.00 r raleaum I- I 1 I , • . . , , . , 1 I • , I 1 , I 131 TOP Cf ir F015 _ PROPOSED I \ 1 I' I 1 - — . ,.., - - PROP MR I DOSING AR :1 out& r4v41N DOSI M E 4 t■H OL E VALVE MANHOLE No.r...____E,...: ,_ r 30 FT. FIRM MIEN: --- EASEMENT IF, - • 155' ROW , `- 1 : , • il --- l -- -‘‘ ' .--- - - ------ "> ---'-- - ---- — - ---)5— ..- PROPOSED (2) : : - - 6 ' 1 ye--- .4? a -......_._----=,--...,, EOM or MA. Olooe. 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Uoviir-894 ELEN 1 tm 1 - ---- ---_.- 895 ELEY..890.42 + 211111.11 12" FIX - ,,•• pvC r 1 C nes A i 1.53% - • • 43. F ' - 6 .. pvc C-S.' • - ' 2 St is ' Pt, ELEV.F e13(16.9* . „ --- IV ,,,_ • - • C' - an, TOP OF 16" FM 890 43011-1 _ . • YE: "'N, 4 ?. ... _ ELEV..13177.1* 890 •.' -... . , - . „ -90 4, 2 - 9; t - - - - 03If-12" PVC C-900 AT 0.43% * EXISTING 6' FORCENAN 93LF -16 PvC C-905 AT 0.43% * ELEV.■693.9t _ . 885 EXISTING r FORCEMAIN 885 885 TOP QF 15" FY 885 ELEV.■894.1t ''' eel I. IP 880 880 R 1E ZE 880 C 5 • X NEXT SHEET P- 875 i 2 . 875 815 F5 875 g DS Y.§ N g 870 870 870 i I. . 870 1 %.• 1 if 4 • . .. +I g + + ;5 g A !1 • 885 n .- -. F. 865 eas .. 138 139 140 141 142 141 142 143 144 145 148 147 148 149 OATE REVISION I Mews may ISM ON ie.. NerKeelees MN 0 cs Neal wee eye. es ea er um! se um Hakanson Anderson Assoc., Inc. CITY OF DUAL POSCEMAINS ALONG N.E. 65TH STREET SHEET *se sternelon we MN I ern • SID liewouri Protsseone Ensem. mew Ns mi. get Civil Engineers on! Long Surveyors OTSEGO STATION 138+90T0 149+00 5 .... .4 M es Male el 10* LKA 7/31/06 I MI MI IlusIon 6.6. Mole. Noursota 55303 TRUNK FORCENNNS Sill NONNI/ A WADER. !E. 00N! RI M. 763-427-5860 FAX 763-427-0520 9APROVEMENT PROJECT 06 9 ,...■ 2..:',..7.;t: ',..*:..:7,20.s......,...A.....d.., D. 0/4/06 Us. Ils....21032... RI* - 0.'632 wershokesson-anlerson.com. ON THE GISKI ROSH! MT CITY OF OTSEGO, MINNESOTA StiErrS .. • so co ".;'' `\,°" y . / 3Nf 1 1401V�1 t 2 y — p 6y6g � s I / 3N1 NO1YN OO +f9L I / 7 s Y T f x a /� // < 4 * � * 8 j„..! Y� 2 � _ / ; \ o 0767 � i4 8 1 3 ' t R M / girt *+' Y O a o u \ `• it N 1 \ 6 q \ - / oo a O �° i 1 1 i i 1 u 0 as Nio 1 NN O I Y1C7 § m �O F e M I Y l L lit. .; G \ . 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Y E I 1NIpd 310N9 {1'84+991 > r og � ��r■ 53n NDLLVN�/b7 141111 ` ^ f /.� 531014NVw 3Alrn my 1 9 +4 _ / > 4 � m v , o r i IN 2 f '.� N W < R ( \ ' . 6 ■ ;1. � .1 a 1 e °eg h J 1 N \ i SL(10NN31 00+891 Ij a 1• .� • 1 5Y A .- -- = 7 \ 1 RV NU1w1 3Nn H31'01 00+191 , lAnel 1 \ \ . --- s / % , ✓ 1 \ 1 / I 's it at K a II . • o o a 1 REDUCER v, 4 , a 0 0 - I I I I I I I 1 0 I I, , , r y PROPOSED 45' BEND 11::•.• y di ' V CONNECT ' ExlSS1 / PROPOSED 12 " %12" WYE - .CONTRACTOR SVfALL F LO' VERD'Y ' TR OF PROPOSED 16 "x12" PROPOSED 45 BEND;" % ' ''' \ PROPERTY LMC `; PRO POSES (2) , ., \ " `l ' \ 1 LOC fi /E V wN SW � � ` �� _ i �� \ /� l I NOTES: yy ( QI UNLESS NOTED onlEaNSE. ALL PLASTIC FoaGEMUN \ ��y�� t LINES WILLING DR BONING TNLED OPEN- TREN EXCAVATION AL \' " �- �' ` `� AN 000 TO NWIS CONNECTIONS AT Ala VALVE MANHOLES \ 1 j ' f / / ' Ix1Ta5 TAND CEM vE fM r LOCATION Of EXISTING �\ t !� / /� , \ \ �/ � � \ �, ® ®D s G ° ' . m isi. ° s" To sul�n6.o r EN -Nt EXCAVATE ROM � �� 6 1W SCM.1 N Rfl 895 EXISTING GROWL OVER EXISTING (50(00 N 898 . . . ., .._. -' . -.. _,..... 890 -- TOP OF 12 FM ELEV.-B83.83 TOP OF 12" FM TOP OF I8 FM I ELEV..880.3* Ell 4884.03 885 805 XISSMG 9 fMCEYNI TOP'OF 16" iTA ELEV..680.53 -. - -_ TOP OF t2" FM - - : 1734E - 12" PVC C - 900 AT 2.025 t 880 880 ELEV,1377.83 - . 'IIIIIII WP °F 1G 41A - .. 739Lr -1'2' PVC C- 900 "AT 0.34% 3 173 -16" PVC C -905 AT 2.02% t ELEV.�87 7391F -16 PVC C -905 AT 0.34% t ` 875 .. 875 .. 870 N 870 1S ' x ' 885 885 3I ..... a I 1 9O 42 - n 0 g ` 855 '. o 855 � - 187 168 189 170 171 172 173 174 175 178 177 171 DATE RD FORCEMAINS sI REVISION I here. on* °M1 "N N°I''A`xK ` ®` Hokonson Anderson ssoc. Inc. men sm.. Nr en env* ea MOF Assoc., q CITY STATION 168+15.45 TO 176 +73 8 EGo 0 AV 1001 W eei I eel e M ' 11111 Civil Engineers end L Survgon 'm ens elA a Stole TRPwr STAN w Mg WC TRUNK FORCEMAINS w a w RAN r MAmgMn LKA 7/31/06 3601 Thornton Ara. Atha, 3 55303 IMPROVEMENT PROJECT 06 -14 9 110REL J. T ___ Pt a ®R RE o 753 -627 -5680 FAX 763 - 427 -0520 5*1155 \..I MLA oTev. DAM ■VUOS fem7 RJw 01632 w. arson- andmon.cem ON THE GREAT R1VBR ROAD CITY OF OTSEGO, MINNESOTA •, sq\re weal.- Nmwuv \M \sTATID. -M • apm Ts,xssT B k8ai�°°`P 42. N B TmEaaN1•m A I �� e• °" INN 2 t/2 e 11.14P&.* _....1 D Id nom° lR� °;�° - ARM IDIOM OMEN I! . an imam • A i .41,111E R g, SIM IM/6117 ISO HL I11 MCI S APRON IAASTUA1•o s1• °A EMT FED ao1212nNNTO V LAN 'A• [m,.< wa.a ;= , '- -- - - -� 5• POSTS - r WF. ON COM Na. M,°1• year TaN '.-.. r_N x u ` s1 ` �c�iiw ""a � 7 1 o''. PA II bursar 2" �� \\ .,541112 taM Virg Q R MO 1•i ° € E ICTE0 H SILL N i. CE p E ■ '^ NOT MP NOT 'SS • LARD �. M.Yi � :P, 'R. SECTION 'A' Tx oN Tr• I- 0wpm ("`///iii�MMM ■ T � INrii X11•L 51E. PPE 5.Pan _ vnrtw B - .Mid in P K " �� /AkI I FORCEMAIN AIR VALVE MANHOLE \ �•. /� 0 • P NO SCALE so p v 8' MNDIAN 4\ 1._C� \ i ccf;naN 'M' DOWN 2111010 1' WASHED ROCK iOLYETHYLE E OR `' R p $��dJA MONO PAPER MON TO PIM. ROCK CONSTRUCTION ENTRANCE REACTION BACKING NO SCAM NO SCAM 10 MATCH VALVE BOOT. PIPE OR MEIER 8/8' 0 2 1/2' 0 8' PLATE mom MOM 'M SPEW. DRAM • 1/2' • II 1 1 /4' OIA THREADED ROD ' "L' Na 7. . v m z wuP 1 1/4' 0M STANDARD DOUBLE HEX NUT , 22 MM °E Y wilmm 1 /2• - ME v vAiNE .,ems, __ =sap COMB 111.0012 El ill Ell c „T IE 11•0012 ' w S r : N T ° >t 1/2' ' NOTES: ALL MIMES SMALL BE FITTED 0/81 EXTENSION 51001 TO BRING THE OPERATING NUT 70 MOM 1' Of THE SURFACE ADJUSTABI F STFFI PIPE SUPPORT TYPICAL RESILIENT WEDGE No waE VALVE & BOX INSTALLATION 10" & UNDER WATERMAIN NO SCALE OATS REVISION I may Aa 1•a 1•M pan. °PN01•n es. MAIN or or new . FIRM ; .o • say Moms Mo Hakanson Anderson Assoc., Inc. CITY Of DETAILS ET rinar &MI N Dm State 121 Lis me. me. YTP ram DOE 1.117111 CiCivil Engineers 00d Eon4 Surveyors s 9 lam a TIN S N4N a MEnn.TNHn lNA 7/27/06 0601 Thurston M a IMI I Anaa MTnWXOIO 55303 TRUNK fORCEMMNS NX ®a RE NI 783 -427 -8800 FM 783- 427 -0820 IMPROVEMENT PROJECT 06 - 9 . Val _n,1bw nap, r110 O702Y., nS 0T f10.1y OM M. NR. RJW 01632 .o.. wm ON TN A00000- agn.C°n 6C CITY OF OTSEGO, MINNESOTA SHEETS • --- RIVERPLACE 3RD ADDITION C.R. DOC. NO. R.T. DOC. 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WAS SATHRE$ERGQl1IST.WC. / 1 I 1 • � ' "j / 1 J ' I SHEET 2 OF 4 SHEETS • C 4 -r k RIVERPLACE 2ND ADDITION ,p0 7 0 70 ,00 Er 1 I S01 02 02 ECALE IN FEET D � 33 .32R 48000 • -141.47; 0 DRAINAGE NODU,Y EASEMENTS ARE MNONNTHUM m. b.w. JK uN. b..n.v .w J. . M•.! MH. 0 ° \` 1 1 a w s d RIVERPLCE 0'M h 4. .M�.N.d *0 ` I bow M00'fYSY 1A' • R Y-� BM o DENOTES INCH e NCH BY 1I NON PPE SET IN } � I � Y i.1 TIE GROUND AND MARKED MYl10ENSE NO. +}1 �,�p,� I b I 74TM911T11N ONE YEAR OF RECORDING TAM 00' IAA � . I �y _ 1 PLAT . 4 \O f I MAM _J € I I • DENOTES A FOUND IRON WN MOMN ' R 1'1 � % 9 T0_ - 'Y" : %� • I I $ b� • 1 J L — 1 — • DEIOTESA FOUND COUNTY MONUMENT "Vii r" 7 "° 9 Z W. 0ENDTEM NORMAL WATER IEVEI e . 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INC. 1 �� SHEET 3 OF 4 SHEETS ITEM 9_2 NAC NORTHWEST ASSOCIATED CONSULTANTS, INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231 .2555 Facsimile: 783.231 .2561 planners(omacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: • 3 August 2006 RE: Otsego — City Code; Liquor license violations NAC FILE: 176.08 The City Council reviewed two liquor license violations earlier this year and passed resolutions imposing a $250 fine and Best Practices training for each business. The City Council further directed that City staff was to draft an amendment to the City Code to establish a schedule of penalties that would be imposed at the City Council's discretion for future liquor license violations. Our office and the City Attorney have drafted the attached amendment to establish such a schedule. The City Council would have the option of following the schedule or imposing such other penalty as they deem appropriate up to a $2,000 fine and/or 60 day suspension of the license as allowed by State Statutes. The penalties set forth by the schedule start with the penalties imposed upon the businesses earlier this year and escalate up to a $2,000 fine and 60 day suspension for each violation occurring within a five year period. The proposed amendment will be considered at the City Council meeting on 14 August 2006 at 6:30 PM. A public hearing is not required prior to City Council action to adopt the amendment. c. Mike Robertson Judy Hudson Andy MacArthur Kyle Hartnett ORDINANCE NO.: 2006 -12 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA AN ORDINANCE AMENDING THE CITY CODE REGARDING LIQOUR LICENSE VIOLATIONS. THE CITY COUNCIL OF THE CITY OF OTSEGO DOES HEREBY ORDAIN: Section 1. Chapter 7 -2 -13 of the Otsego City Code is hereby amended to read as follows: 7 -2 -13: SUSPENSION AND REVOCATION: A. Hearing. Except in cases of failure of financial responsibility, no suspension or revocation of a license shall take effect until the license has been afforded an opportunity for a hearing pursuant to Minnesota Statues 14.57 to 14.69. B. Penalties. 1. Upon a finding that a licensee of any license granted pursuant to the City's Uquor Ordinance has failed to comply with an applicable statue, regulation or ordinance relating to alcoholic beverages the City Council may issue a civil penalty not to exceed $2,000 and may suspend the license for up to sixty (60) days. 2. The civil penalty and/or suspension imposed may, at the City Council's discretion, be based upon the following guidelines related to the licensee's total number of violations within the preceding five (5) year period as follows: 1 Violation $250 fine and Best Practices training. 2' Violation $500 fine, Best Practices training and one (1) day suspension. 3` Violation $1,000 fine, Best Practices training and fourteen (14) day suspension. 4 Violation $1,500 fine, Best Practices training and thirty (30) day suspension. 5 Violation or $2,000 fine, Best Practices training and sixty (60) more day suspension. 1 3. Best Practices training required by Section 7- 2- 13.B.2 of this Section shall be completed within sixty (60) days of the City Council's decision to impose penalties or the license shall be suspended for seven (7) days in addition to other penalties, including completion of Best Practices training. 4. In addition to the penalties set forth above, the City Council may also act to revoke a license for non - compliance with an applicable statute, regulation or ordinance. C. Lapse of Insurance or Bond. The lapse of required dram shop insurance or bond, or the withdraw of required cash deposit or securities shall effect an immediate suspension of a license issued pursuant to this Chapter without further action of the City Council. Any suspension under this paragraph shall continue until the City Council determines that the financial responsibility has been restored. D. Notice. 1. A licensee shall be given ten (10) days written notice of a penalty, suspension or revocation action stating the charges against the licensee as well as the date, time and place of a the hearing. 2. Notice of cancellation, lapse of a current liquor liability policy or bond or withdrawal of deposited cash or securities shall also constitute notice to the licensee of the impending suspension of the license. The holder of a license suspended under these circumstances may request in writing to the City Clerk a hearing to be held by the City Council not less than ten (10) days or more than sixty (60) days from the date the request is received by the City Clerk. Section 2. Chapter 7 -3-11 of the Otsego City Code is hereby amended to read as follows: 7 -3-11: SUSPENSION AND REVOCATION: A. Hearing. Except in cases of failure of financial responsibility, no suspension or revocation of a license shall take effect until the license has been afforded an opportunity for a hearing pursuant to Minnesota Statues 14.57 to 14.69. B. Penalties. 2 1. Upon a finding that a licensee of any license granted pursuant to the City's Liquor Ordinance has failed to comply with an applicable statue, regulation or ordinance relating to alcoholic beverages the City Council may issue a civil penalty not to exceed $2,000 and may suspend the license for up to sixty (60) days. 2. The civil penalty and /or suspension imposed may, at the City Council's discretion, be based upon the following guidelines related to the licensee's total number of violations within the preceding Five (5) year period as follows: 1s Violation $250 fine and Best Practices training. 2 Violation $500 fine, Best Practices training and one (1) day suspension. 3'" Violation $1,000 fine, Best Practices training and fourteen (14) day suspension. 4 Violation $1,500 fine, Best Practices training and thirty (30) day suspension. 5 Violation or $2,000 fine, Best Practices training and sixty (60) more day suspension. 3. Best Practices training required by Section 7- 3- 11.8.2 of this Section shall be completed within sixty (60) days of the City Council's decision to impose penalties or the license shall be suspended for seven (7) days in addition to other penalties, including completion of Best Practices training. 4. In addition to the penalties set forth above, the City Council may also act to revoke a license for non - compliance with an applicable statute, regulation or ordinance. C. Lapse of Insurance or Bond. The lapse of required dram shop insurance or bond, or the withdraw of required cash deposit or securities shall effect an immediate suspension of a license issued pursuant to this Chapter without further action of the City Council. Any suspension under this paragraph shall continue until the City Council determines that the financial responsibility has been restored. D. Notice. 1. A licensee shall be given ten (10) days written notice of a penalty, suspension or revocation action stating the charges against the licensee as well as the date, time and place of a the hearing. 2. Notice of cancellation, lapse of a current liquor liability policy or bond or withdrawal of deposited cash or securities shall also constitute notice to the licensee of the impending suspension of the 3 license. The holder of a license suspended under these circumstances may request in writing to the City Clerk a hearing to be held by the City Council not less than ten (10) days or more than sixty (60) days from the date the request is received by the City Clerk. Section 3. This Ordinance shall be effective upon its adoption and publication as provided for by Statue. ADOPTED by the Otsego City Council this 14 day of August, 2006. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: CITY OF OTSEGO BY: Larry Foumier, Mayor ATTEST: Judy Hudson, City Clerk/Zoning Administrator 4 IT EM 10_2 NO DISCHARGE OF FIREARMS ZONE MAP CITY OF OTSEGO i_'_ / 1 ON THE GREAT RIVER ROAD I ! IN 4 !1I ! • I F -J I E Y ' BABE MAP DATA PROVIDED BY 5 gE, - I Z ! + i ci 0 0.25 0.5 1 Mile ¢ II�i�I�i ..- Z 1 inch equals 1 mile T I F j ,'A i I T (' � -mac � � I , �� "111 ., _-_- V , 1 I O rr i I I I � I ! i . r') This map is published pursuant to Chapter 5, Section 2 of the City Code establishing regulations pertaining to the discharge of firearms and r ° hunting in the City of Otsego, Minnesota. For more information, please i f '.= call ity Hall at (763) 441 -4414. jii BY: .1:. _ . ! ,A& ® No Discharge Zone; No person may discharge J :, Hu:s. , City Clerk/Zoning Administrator any firearm within the No Discharge Zone. Approved: Otsego City Council q -T cv -05 Outside of the No Discharge Zone, no person may Published: Elk River Star News on 1( ,— _0S discharge a firearm within 500 feet of any building Posted: Otsego City Hall on c. aA -C) without the owner's written permission carried on their person in accordance with Section 5 -2 -4 of the City Code. ITEM 10_3 MEMO Date: August 10, 2006 To: Mayor & Council From: City Administrator Mike Robertson Re: Employee Health Insurance The Council Budget Committee met Monday, August 7r` to review employee health insurance. The recommendation of the committee was to renew the Blue Cross insurance starting September 1, 2006. This renewal will go until January 1, 2007 at which point Blue Cross will allow us to shift to a plane that follows a calendar year rather than a year that starts in September. During the next few months the City will look at all the costs involved in switching the medical coverage to a Health Savings Account (HSA). A chart listing the options for renewal of health coverage in September is attached. The first column lists the current coverage and the second column is the cost of renewal of current coverage. The third and fourth columns are additional options for renewal. A decision has to be made at the Council meeting as the City has to let Blue Cross know by August 15, 2006 which coverage they are choosing. 3 CITY OF OTSEGO - MEDICAL RENEWAL SEPTEMBER 1, 2006 Platt ' PV :`y , g�, s � x . o' ,�� , ;i a , - Highlights : : � .: ,.,,. Av�fat'e 0-614 g ,, ,. . , a v K .,_„ , ,, t .: wc,. ® a ,�. wn ,... ,� m.. ; a�.,. x,;, , -' � e @ 'c S,r � "'� „ r+s, ,..... ' ::. .,..,..:.. , _ ,:.,k � ,,. it1G'�4w. •. e € � s� •:x , �ci�# >� .. _. § ,pm. ° ... �ss��;a` ;s ,.r?m4, _ ..� ^ m »., .,... �,, s�.gr�::��} maw »a,„?7-:r..r. ro✓.,,,, ,�,fi�R+,., .. ,,... ,:,. _6 ,� , _�. mss: ... ,,:.� � ��za. d ' Deductible ' - N None None $500 per person per calendar year .,. $1000 per family per calendar year Out-of-Pocket Maxtrnum $2500 per person per calendar year $1500 per person per calendar year $1300 per person per calendar year $1800 per person per calendar year $5000 per family per calendar year $5000 per family per calendar year , A separate out -of- pocket maximum of $500 A separate out -of- pocket maximum of $500 A separate out -d- pocket maximum of A separate out -of- pocket maximum of $500 per person applies to prescription drugs. per person or $1000 per family applies to $500 per person or $1000 per family per person or $1000 per family applies to prescription drugs. applies to prescription drugs. prescription drugs. Lifetime Maximum 4 $3 million $5 million $5 million $5 million PraventiVe Care ; 100% coverage 100% coverage 100% coverage 100% coverage k Office Visits $15 copay $20 copay $25 copay $25 copay Inpatient Hospital al ' :, 100% coverage 100% coverage 80% coverage 80% coverage after deductible has been satisfied Out p atient Hos ital 100% covera 100% coverage 80% coverage 80% coverage after deductible has been p p satisfied Urgent Care $15 copay $20 copay $25 copay $25 copay Etrter ena Room a ° Facility services: 100% coverage after $60 Facility services: 100% coverage after $75 Facility services: 100% coverage after $75 Facility services: 100% coverage after $75 g Y copay copay copay copay ;: Professional services: 100% coverage Professional services: 100% coverage Professional services: 80% coverage Professional services: 80% coverage after deductible has been satisfied Prescription Drugs Formulary: 80% coverage, member Formulary: Formulary: Formulary: ", responsible for minimum of $10 and a Generic - $0 copay Generic - $0 copay Generic - $0 copay maximum of $30 per prescription or refill Brand name - $35 copay Brand name - $35 copay Brand name - $35 copay according to BCBS's formulary. According to BCBS's formulary. According to BCBS's formulary. According to BCBS's formulary. Non- Formulary: No coverage Non - formulary: $50 copay Non - formulary: $50 copay Non - formulary: $50 copay • Occupational, Physical $15 copay $20 copay 80% 80% after deductible has been satisfied and peach Therapy t. Chiropractic tare , , -,. .--- Manipulation: $15 copay Manipulation: $20 copay Manipulation: $25 copay Manipulation: $25 copay Therapy: $15 copay Therapy: $20 copay Therapy: 80% coverage Therapy: 80% overage after deductible has been satisfied Rate Change - ,. : ,. 25 %T 14.4 %T 5 %1' Monthly Total: ', $7,899.00 $9,888.00 $9,038.00 $8,308.00 Annual. Total e ! $94,788.00 $118,656.00 $108,456.00 $99,696.00 his is a benefit summary only, and does not outline all of your benefits. When y ill in one of the health plans, you will receive a Certificate of Coverage. If there discrepancy between information in this summary and your Certificate of Co. , the Certificate of Coverage will take precedence in determining your benefits. ITEM 10_4 MEMO Date: August 10, 2006 To: Mayor & Council From: City Administrator Mike Robertson Re: Park Sub Committee Meeting The Otsego Park Sub Committee of Councilmembers Jessica Stockamp and Mark Thorsted met with City Administrator Larry Kruse of Albertville and Adrian Haid of Advanced Fitness to review Advanced Fitness's proposal for a 53,000 square foot fitness facility. This facility would be located on 20 acres in Albertville just north of the Albertville sewer plant on Maclver Avenue. Because it is right across the street from Otsego, they were wondering if both Albertville and Otsego would be willing to provide a subsidy. The proposed facility would have a variety of equipment including an outdoor water park and swimming pool; a children's area with a variety of exercise equipment aimed at children, including video exercise equipment; a trampoline /gymnastics area; an adult area with weights, cardio machines, a gymnasium, an Olympic size pool, and a spa. The facilities and equipment would cost approximately twenty two million dollars. The parking lot would hold 780 cars. Mr. Haid was somewhat . vague in terms of the discounts that could be offered to Otsego residents if the City subsidized the facility, mentioning a discount of ten dollars or so from the monthly membership fee, which they suggested would be over $60. There is also an initiation fee, which they expected to be around $140 -$200. They would like to start building yesterday and open in fall, 2007. Albertville has had informal discussion of a subsidy in the neighborhood of $400 - $500,000. Albertville indicated they would not be willing to share the City portion of the taxes with Otsego if Otsego provided a subsidy. Mr. Haid indicated he was looking for a deal similar to what Lifetime Fitness has with the City of Lakeville, where he said the land was subsidized and some Tax Increment Financing was provided. The Sub Committee discussed the request and was not inclined to provide any subsidy. ITEM 10_5 COUNCIL ITEM SCHARBER & SONS CITY COUNCIL MEETING AUGUST 14, 2006 TO: Judy Hudson Attached is the Scharber & Sons Claims List for the City Council. For more details, please refer to the Check Detail Registers. If you have any questions regarding this service, please let me know. Claims Register 08 -10 -2006 $ 121.38 GRAND TOTAL $ 121.38 If you have any questions or if you would like to review this list further, please let me know. Kathy Grover Bookkeeper • CITY OF OTSEGO 08/10/06 11:27 AM Page 1 *Check Summary Register@ AUGUST 2006 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid SCHARBER & SONS $121.38 SUPPLIES FOR JD MOWER Total Checks $121.38 FILTER: None • CITY OF OTSEGO 08/10/06 11:28 AM Page 1 *Check Detail Register© AUGUST 2006 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid SCHARBER & SONS E 101 -43100 -210 Operating Supplies (GENERAL) $68.69 361310 SUPPLIES FOR JD MOWER E 10143100 -210 Operating Supplies (GENERAL) $52.69 361753 FILTERS Total SCHARBER & SONS $121.38 10100 BANK OF ELK RIVER $121.38 Fund Summary 10100 BANK OF ELK RIVER 101 GENERAL FUND $121.38 $121.38 •