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Item 5.1 - Heritage Hills0tsTe F O MINNESOTA CDP --MA PITIIIICIJT I hlc/1o11/1 ATln AI Request for City Council Action DEPAR 1 MEN 1 IIYf VI�Inn I Iw1Q ORIGINATING DEPARTMENT REQUESTOR: MEETING DATE: Administration City Engineer Wagner May 10, 2021 PRESENTER(s) REVIEWED BY: ITEM #: City Engineer Wagner City Administrator/Finance Director Flaherty 5.1 SIGN STRATEGIC MEETS: VI THE CITY OF OTSEGO* City staff is recommending the City Council adopt a resolution approving plans and specifications and Is a strong organization that is committed to leading the community through innovative communication. X Has proactively expanded infrastructure to responsibly provide core services. No Is committed to delivery of quality emergency service responsive to community needs and expectations in a cost-effective manner. Is a social community with diverse housing, service options, and employment opportunities. Is a distinctive, connected community known for its beauty and natural surroundings. w -+ &Ir%A ITCAII r1GTA ll C HV CIMUJ6% I VIn L/L-1/11L.v RECOMMENDATION: City staff is recommending the City Council adopt a resolution approving plans and specifications and ordering advertisement for bids. ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED? No No BACKGROUND/JUSTIFICATION: Plans and specifications have. been prepared for the 2021 street renewal project. The Heritage Hills subdivision streets will be reclaimed, shaped, new concrete curb and gutter installed, existing storm sewer structures rehabilitated and the street repaved. Yards will be restored with seed and hydraulic mulch. This project is part of the Capital Improvement Plan. The CIP estimated budget was $715,582, and the Feasibility Study estimated the total project cost at $681,276. A considerable amount of storm sewer was planned to be replaced as part of this project, but after closer inspection and completing the plans and specifications, the concrete pipes and structures were in good shape and only minor rehabilitation will be needed. Therefore, the current engineers estimate for the total project cost is $630,626. SUPPORTING DOCUMENTS ATTACHED: • Plans and Specifications • Engineers Estimate (Revised) • Resolution 2021-40 POSSIBLE MOTION PLEASE WORD MOTION AS YOU WOULD LIKE IT TO APPEAR IN THE MINUTES: Motion to adopt Resolution 2021-40 approving plans and specifications and ordering advertisement for bids for the 2021 Street Renewal Project — Heritage Hills, City Project No. 21-04. BUDGET INFORMATION BUDGETED: FUNDING: Fund 201— Pavement Management Yes ($715,582) 2021 STREET RENEWAL PROJECT- HERITAGE HILLS OBRIAN AVENUE, OCHOA COURT & OCHOA AVENUE CONSTRUCTION PLANS FOR STREET IMPROVEMENTS PROJECT CITY OF OTSEGO WRIGHT COUNTY. MINNESOTA GOVERNING SPECIFICATIONS THE 2018 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR CONSTRUCTION' SHALL APPLY. THE 2013 EDITION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD SPECIFICATIONS SHALL APPLY. SALL HALFEE'L BE COMSTATE AND PUED WITH INCTHE CONSTRUCTIONL S IDN TAN PROJECT. CES ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE LATCONTROL DEVICESEDITION • MINNESOTA THE MANUAL ON INCLUDING THELATEST MELD MANUAL FOR TRAFFIC F R TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. RALL ENEWALUIREMENTSPROJECT OHERITAGEPROJECT HILLS PROJECT, FOR CRY PROJECT NOREET SHEET INDEX THIS PLAN CONTAINS 32 SHEETS SHEET N0, DESCRIPTION 1 TITLE SFEE 2 PROJECT QUANTITIES AND NOTES 3 TYPICAL SECTIONS AND DETAILS 4 DETAILS 5-6 maSDNG COND1T70N5 AND RlZIOVALS RAN - OBPoAN AVENUE 7 IXISTING CONDITIONS AND fEA10VAL5 RAN - ocHOA AVENUE 8-9 EXISIIMC CONDITIONS AND REIJOVALS PLAN - OCHOA COURT 10-13 CONSfRUCTi FtAH - OBRIAN AVENUE 14 CONSTRUCTION PLAN - OCHIGA 15-18 COFSTRUCTION R.AH - OCHDA COURTS X1 -X7 CROSS SECTIONS - OBRUH AVENUE XB CRRB SECTIONS - OCHOA AVENUE %9-X13 CROSS SECTIONS - OQIOA COURT I h.r.hycertify Thal Ihla plan. apeelficaflon, o port wca prepared by me for "En9in•:rdund•r ih•. IDwtanof fh• SWf• of MIn...ofac.n••d 45850 DATE 5/5/21 RENTCARSON. .E. LIC. NO. HAKANIX ANDERSON DESIGN ENGINEER 26052 DATE LIC. NO. BENCHMARK: xw SURFACE UTILITY INFORMATION DBL SPIKE PP. NORTH SIDE OF 85TH o PUN IS UTILITY QUALITY LEVEL STREET O OCHOA COURT (LAST PP) Hakanson QUALITY LEVEL WAS DETERMINEDNGVD '20.03 G TO THE GUIDELINES OF ELEV 29 Anderson 38-2. ENTITLED 'STANDARDES FOR THE COLLECTION AND N OF IXISTING SUBSURFACE SHEET 1 OF 18 and lond surv.nn ATA.^ Ri 5.01 Tliunl•n 17.. MDY•. Ylnn•wM 55505 7E0 -417 -SEED FAX 7E 7-0510 REFERENCE NQ= O RECLAIM IAL HALL HAVERIOOX PASSINGAT E 2 INCH SIEVE A TEST ROLL WILL BE REQUIRED PRIOR TO PULING PAVEMENT OR © THE CONTRACTOR SHALL WORK WITH THE CITY TO HELP NOTIFY RESIDENTS OF START OF WORK. RESIDENTS SHALL BE NOTIFIED AND ALLOWED A MINIMUM OF 48 HOURS TO LOCATE AND MARK ANY SPRINKLER SYSTEMS ALONG THE STREET. THE SPRINKLERSYSTEMS SHALL BE PROTECTED TO THE EXTENT POSSIBLE. IF A SYSTEM NEEDS TO BE ALL INT H BE PAYME RELOCATED E AND MATERIALS NECESSARY T03MOVEOHEADS AND/ORCATE UNE EONCE THE M. THIS SC B AND GUTTER IIS FU FOR ALLLL INSTALLED. © ALL CULVERT PIPE SHALL BE TED. INCLUDING APRONS. PIPE PAY LENGTHS DO NOT INCLUDE FLARED END SECTIONS. © SAW CUT LINES ACROSS DRIVEWAYS SHALL BE STRAIGHT, THE MILLED EDGE IS NOT AN ACCEPTABLE EDGE- (Z) DGE.© ACK COAT ESTIMATED AT 0.05 GAL/SY ATE OVER THE NON WEAR COURSE. NOTIFY ENGINEER IF THE RATE NEEDS TADJUSTED. ® PULVERIZED TOPSOIL BORROW SHALL BE SCREENED. CLAN, PULVERIZED MATERIAL WITH MINIMUM 10% ORGANIC TOPSOIL TOPSOIL SHALL BE TO FILLPLACED VID D COMPACTEATED BY D ALONG GCTIONND THE CURB APPROXIMATELY 3' WIDE AND TAPER TOEXISTING ALL DRIVEWAYS SHALL HAVE APPROXIMATELY 4'-5' OF CLASS 5 AGGREGATE PLACED BEHIND THE CURB AND TAPERED TO THE REMOVAL POINT SO THAT A UNIFORM 3' BITUMINOUS LIFT OR 6' OF CONCRETE CAN BE PLACED. ® ALL PEDESTRIAN RAMPS SHALL BE ADA COMPLAINT. IF THE THE ENGINEER IMMEDIATELY. EXISTING CONDITIONS WILL NOT ALLOW 10OX COMPLIANCE THE CONTACTOR SHALL Q SUBGADE EXCAVATION WILL BE REQUIRED IN THE LOCATION SHOWN IN THE PLANS. IN THIS AREA THE FULL DEPTH OF RECLAIM MATERIAL SHALL BE STRIPED AND SALVAGED. THE SUBGRADE SHALL BE EXCAVATED TO THE NEW ELEVATIONS AS STAKED BY THE ENGINEER AND GRADED TO AVE A CROSS -SLOPE SECTION (SEE TYPICAL SECTIONS). IT IS ANTICIPATED THAT ALL EXCAVATED MATERIAL IS TO BE USED ON-SITE. IF ANY EXCESS MATERIAL NEEDS TO BE REMOVED FROM THE SITE IT SHALL BE PAID AS ITEM 2106.507 HAUL AND DISPOSE OF EXCESS MATERIAL ONCE SUBGADE HAS BEEN EXCAVATED, GRADED. AND RECOMPACTED IT SHALL BE TEST ROLLED PRIOR TO PLACING THE SALVAGED RECLAIM MATERIAL 10 SEE PLAN SHEETS FOR TYPES OF FAMES/CASTINGS REQUIRED. CONSTRUCTION AND SOILS NOTES A. THE ROAD MAY NOT BE CLOSED TO THROUGH TRAFFIC EXCEPT FOR CULVERT REPLACEMENTS. EACH CULVERT ALL REPLACEMENT IS COMPLETE INCLUDING PAVING, SHOULDERING, FINALD IN ONE DAY ONCE UCTION HAS GRADING AND STARTED ESTABLISHMENT SO AS TO WORK SHALL CONTINUE MIL MINIMIZE THE DURATION OF THE ROAD CONSTRUCTION. LLY B. WHEN BOTTOM OFIN PLACE SURFACING ADJACENT OFCINPLACE ASPHALT GRADNG S BGA EDWHICHEERPAVEMENT IS DEEPER AT A IM:2(H)CTO THE THE BOTTOM OF EXCAVATION. ET C. PROVIDE A EN PLACING NEW PAVEMENT INI OF CONSTRUCTIONWTOUENSURE A UNIFORM JOINT. MILL ALONG JOINTS. DINTS. MIN MUM BENT TO INPLACE RE WIDE. To PAVEMENT R JOINTS AT MPRIOR TO PLACING WEAR COURSE. D ANTICS TE ITEMS REMOVEDIOR N ACCORDANCEDISTURBED BY CONSTRUCTION OT HALL BECOME THE PROPERTY OF THE CONTRACTOR POSED E. USE TACK COAT BETWEEN ALL BITUMINOUS MIXTURES AND BETWEEN BITUMINOUS AND CONCRETE SURFACES. THE BITUMINOUS TACK COAT MATERIAL SHALL BE APPLIED AT A UNIFORM RATE OF 0.05 GAL/SY BETWEEN BITUMINOUS LAYERS. THE APPLICATION RATES ARE FOR UNDILUTED EMULSIONS (AS SUPPLIED FROM THE REFINERY) OR MC AND RC LIQUID ASPHALTS. THE ASPHALT EMULSION MAY BE FURTHER DILUTED IN THE FIELD IN ACCORDANCE WITH SPEC. 2357. F. THE BITUMINOUS MIXTURES SHALL MEET THE REQUIREMENTS OF SPECIFICATIONS 2360 AND 3139. G. ALL COMPACTION SHALL BE BY THE SPECIFIED DENSITY METHOD. NUCLEAR DENSITY TEST SHALL BE ALLOWED EXCEPT WHEN TESTING THE RECLAIM AGGREGATE BASE. THE RECLAIM AGGREGATE BASE SHALL BE TESTING USING THE DPC METHOD. H. EROSION CONTROL SHALL CONFORM TO THE Mn/DOT EROSION CONTROL HANDBOOK. Hokanson Anderson 2021 STREET RENEWAL PROJECT Civil EnBin.sm d Land sNry yan HERITAGE HILLS 3801 Thurston Ave.. Anoka. Minnnvta 55303 763-427-5860 FAX 763-427-0520 —hakamon-andmon.aem EROSION CONTROL FROMM RIOROU ® PROPOSE➢ EROSION CONTROL BIANKET r -r- PROPOSED MACHINE SLICED SILT FENCE ® PROPOSED INLET PROTECTION ® PR,M, STABILOED CONSTRUCTION CUT ® PROPOSE➢ ARTIMLATM BLEKRL ® TENPORARY EASEMENT ® PERNANEM EASENENr GRADIN � E%ISnNO INDEX CONIDOR —came— EXISTING CONTOUR M.,, PROPOSED SPOT ELEVATION a ,® PROPOSED CEMERLINE SPOT ELEVATION I,y( PROPOSED DRAINAGE ROW ® EiORGENDY OVENFL PROPOSE➢ ORAINACE ARROW f5 RIGHT-OF-WAY -------------- ROAD/DRAINAGE 3 UTILITY EASEMENT ..w.— UNDERGROUND ELECTRIC .an0. OVERHEAD ELECTRIC GAS MAIN TELEPHONE DELINEATED WETLAND p 13 UTILITY PEDESTALS ryY� TREE LINE _ 0 Q DECIDUOUS AND CONIFEROUS TREES M, UTILITY POLE 4 GUY WIRE v—v—v— FENCE SIGN » EXISTING STORM SEWER GTI EXISTING CATCH BASIN EXISTING BITUMINOUS CURB 0' SOIL BORING/PAVEMENT CORE LOCATION BASIS OF ESTIMATED QUANTITIES AGGREGATE BASE CLASS 5 MOD 135 IDSI NON WEARING BITUMINOUS COURSE MIXTURE 150 ftKe WEARING COURSEBITUMINOUS MIXTURE 150 Ihs- BITUMINOUS MATERIAL FOR TACK COAT 0.1 Go SEED MIXTURE 25-151 residential) 120 Ibslaare PROJECT QUANTITIES AND NOTES I E2 CITY OF OTSEGO 18 13' VARIES EXISTING BITUMINOUS CURB 7 iTORE ALL AREAS DISTURBS H ADDAN NHYDRAULIC4MULC REFERENCEHOTE' j Q RECLAIM MATERIAL SHALL BE SALVAGED FROM UNDER NEW CURB AREA AND RESPREAD 60' ACROSS WIDTH OF ROAD. AND EXCESS MAY BE USED OCHOA COURT BETWEEN 5+50 TO 14+00 TO CREATE CROSS -SLOPE SECTION. THIS SHALL BE CONSIDERED INCIDENTAL AND 33' 8-B NO SEPARATE PAYMENT WILL BE MADE. ffEMs 2211.506 -SALVAGE AGGREGATE RECLAIM AND RESPREAD ONSITE SHALL BE PAYMENT IN FULL FOR ALL WORK NECESSARY TO REMOVE, HAUL, RESPREAD, SHAPE, £ AND COMPACT RECLAIM MATERIAL 17• 13' © SUBGRADE SHALL BE EXCAVATED TO A DEPTH OF 4 1" BELOW EXISTING AGGREGATE MEASURED 2106.507 FROM THE BOTTOMDOFETHEVSALVAGON ED CR ECLAIM MATERIAL TO THED VOLUME) SHALL E VA_=I� BOTTOM OF THE SUBGRADE EXCAVATION. PAYMENT INCLUDES ALL WORK NECESSARY FOR T.00% EXCAVATING, SALVAGING, RESPREADING AND COMPACTING ALL MATERIAL TO PUNNED GRADES. RECLAIM 10" DEEP— PAID EEP—PAID AS FULL DEPTH RECLAIM (SY) 1 EXISTING TYPICAL STREET SECTION 3 .. 60' 33' B -B E 16.5' �—EXISTING BITUMINOUS CURB —31" EXISTING BITUMINOUS PAVEMENT -10' GRAVEL BASE NG SUBGRADE �r E 1 2% MIN. SLOPE SALVAGE TOPSOIL DURING CURB REMOVAL AND PLACE BEHIND CURB ` / �\ •\ ..\ DURING TURF ESTABISHMENT \ / / 1.5- TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA240C) SURMOUNTABLE CONCRETE CURB AND O 2.o' TYPE BITUMINOUS SP 12.5 NON -WEARING COURSE MIXTURE (SPNW8230C) GUTTER (TYP) BITUMINOUS 10.5" COMPACTED RECLAIM MATERIAL EX. AGGREGATE BASE EXISTING SUBGRADE TYPICAL STREET SECTION OBRIAN ANVENUE, OCHOA AVENUE z AND OCHOA CT STA 0+30 TO 5+50 AND STA 14+50 TO END 3 33' B -B RESTORE ALL AREAS DISTURBED 16.5- WITN ADANDNHYDRAULIC4MULCH � 16.5. I'� ' 00% _ 2X MIN. SLOPE SALVAGE REMOVAL AND PILACERING BEHIND RCURB .,: cm:: \`' . /%�......�.--..--..-•�..�r.:.\vv\ /. i n T ,♦ .19 DURING TURF ESTABISHMENT \�jv/ /.v• \�11// 1.5' TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA240C) BITUMINOUS ® ® SALVAGE ALL RECLAIM MATERIAL (FULL 2.0" TYPE SP 12.5 NON -WEARING COURSE MIXTURE (SPNWB230C) WIDTH AND DEPTH) TO LOWER SUBGRADE BITUMINOUS (D SURMOUNTABLE CONCRETE CURB AND PER PLAN ELEVATION (APPROX. 4 1")• 10.0' COMPACTED SALVAGED RECLAIM MATERIAL CUTTER (TYP) EXCAVATED SUBGRADE MATERIAL FROM LOW EXCAVATED SUBGRADE MATERIAL PLACED ALONG HIGH SIDE OF SIDE SHALL BE USED TO RAISE NIGH SIDE. ROAD TO CREATE CROSS SLOPE RESPREAD RECLAIM MATERIAL 10" THICK SUBGRADE TYPICAL STREET SECTION BITUMINOUS ROLL OVER 1/8" MIN. - 3/B" MAX LJ1 Hakanson Anderson TYPICAL SECTIONS AND DETAILSclrll EnQln..n Rna LRna s�r.yRn 2021 STREET RENEWAL PROJECT mn":3601 Thunton Ave., AnakR. Mlnneeofo 55303 HERITAGE HILLSDMS 763-427-5ARM FA% 763-427-0520CITY OF OTSEGO ®n www hakcne"R-Rnd—n.RRn OT392-2C en RJW 1 EST/ C--- PIFORM 12 PIPE P[ DF •N L I GROUT BD70W TO SLOPE TOWARD PIPE AS SHOWN B ARROWS ctOTION A -A CASTING NEENAH 3067 0 OR OR ENT WI1N AOJUSTNO RINL(S OL OR OR GRATE PEp SID PGTE A�4 NNE 'SLAG ° R^, %Mn/OOT AD. .o.0.1E TD STEPS AS FOR NH/OOT STANDAPD RUOLPPLESIN 1 FOOT FIRST STEP IS 34".. PLATEAl B0 1 16" 0`P ­ ST CWERc[YION A 1 SGL PIPE A RN GROUT NININUE OR H A%IYUY p„SLIGN U.—"ETIONPLATE .IN. B• PRECAST OR L No= MANHOLE STEEL RNNFORCINO SHALL BE PER ASTM STANDARD MINIMUM .,P. _ INTEGRAL CONCRETE MANHOLE BASE PER NNDOT A011. MANHOUC INVERT SHALL BE SLOPEO TO PROVIDE SYOo01H W FORM INUET TO UREi. (SEE sELTION A -A) —GATGH BASIN OF PIPE = 2 FEET STANDARD PLATE N0. 406 C476. STORM MANHOLE COVER FLOW UNE -TO TOP I 6 J �m®gym® m® mm®gym � {,Y�,J.' GP7 .O ���I �R Rte—' u �;•� .aM 4R5�ill��iT"I'•R'71-'4e:'�''�, 11 �iJJ ..1. i4 I T ;.tlSNatJ . _ GROUT BOTTOM TO SLOPE TOWARD PAPE AS SHOWN A A / PIPE •. TOP VIEW WSTING HEENAN 306] OR �COUIVALENT WITH DL OR DR GRATE SEAL GRO aINV[ T AS — WH 0L cE,$EDTllYlT110N A -A -A NOTES: 1. COPRECAST NC GCS- BE 6' POURED IN PGCE OR IL L MANHOLE STEEL REINFORCING SHALL BE PCR ASTM w6. 2' x 3' GATGH BASIN No scALE y, LS STANDARD PILATE 110. . 410 Ii�mrAlo ar (i�v7ss NUNWUM uAx IP 27" AND THREADEDRA "°uMs.RmAID E.6 Nn a .mN S No, DR ECEED un n P ^ R M pn 0. Rvn[PJn IM. vAsrt. RNJNII, R61w,uc.�n•°a`"°`e,:m °m°:ar "RSA`NOJ"i,wr Rno .wo w.Enrz MANHOLE AD IU5TMENT RINGS STANDARD PLATE N0. 309 m FRAME t CASTING Gco SER MH R, ED CONCRETE ONGASED PAVE ADJUSTING RINGS Mn/DOT PGTE AD36A CHIT NAX A RINGS. VA% 1' HOE CO.. 1. JOINT. YIN, HUMBER OF ADJUSTMENT A. RINGS SMALL BE NIN—EO TO THE T' � USE (3) 4' IN INSTGD OF (A) 2' _ NO PRECAST CONCRETE ORa STNV YAN OLESpGANIA' BE USE Y NR ALL OUTSIDE DE OFNPAV[OI AREAS AND WITHIN a AND 3—RCONfNNOUS STD IPIATE C3OR REAS SHALL US' POPE 'PLASTIC' RINGS AND 3. CONC,., ENCASED AGJUSTINC RINGS En/OOi PLATE A036A 4. SHIMS USED FOR LEVEMNO SHALL BE METAL OR CONCRER STORM JANHOLE ADJUSTMENT RINGS - .� ��,STANDARD PLATE N0. 414 % PRCFERR[D PE RU INDUS AT %YK SOP[ ��1:• - r� v CLASS S GRAVEL 6' THICK CONCRETE APRON SECTION A—A N0 'CA7 3 IT. TRANSITION 10 R. CONCRETE APRON DROP CURB y�l 10 R. Ili A A CAST ,RDH TRUNCAIED DOME PEDESTRIAN RAMP INSERTS 3 T. TRANSITION TYPICAL DROPCURB — BIKE TRAIL NO SCAUE � utsegc Hakanson Anderson C"' Englneerz and LBnd Surveyors 3601 Thurston AVG.. Anoka, 1,11— D1D 55303 763-427-5860 wWw.hokanz nA FAX derson.com520 STANDAR74LATE NO. 0 peM.e �UUUU ° / DEExnH R-- CASTE/ [OUNAILM 6' UE TYPLAURBO TE -ON D MIN. TRANSITION N. TRANSITION SEN...—. GURUI TOP CURB I���I IXPANSION JOINT IXPANSION JOINT uCS ON GU1TE0. [ GRAOC 3 N0. A REBAR5 ON EACH SDE Of CASUNL f0 RET LONG IN LENGTH B.I. CURB t GUfrtR TO .11U1CURB PGTE>0A .—RAT Y RTO No L CURB GURCP N CURB TRANSITION (B61 B) AT CATCH BASIN NGT To :GALE ISTANDARD 0PLATE NO. STANDARD PLATE N0. I i"T<?(, _ _— �,I(J 75 706 ���'" 2021 STREET RENEWAL PROJECT HERITAGE HILLS NEEr DETAILS B4 Gf �8 CITY OF OTSEGO SAWCUT 1OLF AND \ \ \\ \ \ REMOVE 18 SY BITUMINOUS PAVEMENT SAWCUT 32LF AND \ \ \\ \ \ REMOVE 33 SY \ \ / BRUNINOUS PAVEMENT \ \ \ / \ REMOVE 43LF \ / NOTES: \ O� 0 SAWCUT OF CURB \ CONCRETE CURB — — — — — — — — — — — \ \ \\ / / / •i SHALL BE INCIDENTAL AND GUTTER \ 8420 \ SAWCUT 241E AND V �! - '--- REMOVE 26 Sy fa BITUMINOUS IA Al a �` } -I� �% / SAWCUT 23LF AND _ _ _ REMOVE 31 SY //f,1, _ _ - -y / // BITUMINOUS PAVEMENT SAWCUT 94LF— REMOVE 46LF / BITUMINOUS ; CONCRETE CURB PAVEMENT \ AND GUTTERQ REMOVE 65 SF CONCRETE PAVEMENT a� SAWCUT 10LF AND , s5s, 2. \ REMOVE 17 SY — — — — — — — \ \ \ BE PAVEMENT SAWCUT 13LF AND \ REMOVE 14 SY SAWCUT 31LF ANO \ \ as o BITUMINOUS PAVEMENT REMOVE 32 SY \ � I BITUMINOUS PAVEMENT sruc Iw fEET is`n 8439 8388 I 8350 8324 (2ND DW) / I I SAWCUT 29LF ANDREM28 SY I I SAWCUT 34LF ANDSY BITUMINOUS PAVEMENT I I x9 I I REMOVE 21 Sy 5� REMOVE 36 BS BITUMINOUS PAVEMENT J� SAWCUT(_--------------- BITUMINOUS PAVEMENT Do 2 — �4– CBMH 4o m - 7 — -- — — w SAWCUT 32LF AND — — — // / I REMOVE 32 SY I I `_ BITUMINOUS PAVEMENT SAWCUT 23LF AND / REMOVE 25 SY 8333 BITUMINOUS PAVEMENT 8305 m o an 40 / / I SAWCUT 22LF AND REMOVE 254 SF ....r PEEr 8367 CONCRETE PAVEMENT w € EXISTING CONDITIONS AND REMOVALS PLAN =5 C GATE REVISION I "•ry°y —f no n .P'°"' •P•`�'�CO"O"' °f rvPOry MO BL Hakanson Anderson p021 STREET RENEWAL PROJECT °P a orvv°rve M . _ • r alnm .vvrvi.m" ane +not t aulr u° . a°Prvl•.•1°nei E° 1"... und.r In. �_.. CIvII En9ln.an d land Surv.yon HERITAGE HILLS OBRIAN AVE 18 H ei Ih• sm win" m.0115 ... 3801 Thunlan Ave., Anaka, Minnesota 55303 763-427-5860 FAX 763-427-0520 CITY of QTSEGQ sNEErs o—hakonson–and—on.aom OT392-2021 – BREN RSON, P.E. ®e Oai. Lla. No. 45850 RJW 8524 %• 1 1 SAWCUT 24LF AND 1 REMOVE 378 SF 8324 I I 1 CONCRETE PAVEMENT SUT 21LF AND AWC REMOVE 22 SV BINMINOUS PAVEMENT 8502 1 SAWCUT 29LF AND IREMOVE 320 SF I CONCRETE PAVEMENT � °��` \J �\�� __ _ i _ I 1 "�/� % lJ '/ /�/ ate•/,� CBMH7 12+00---13t SAWCUT 24LF ANDREMOVE 23 Sy \\ \\ v I — — — — — — — — — — —� r BITUMINOUS PAVEMENT \ \ SAWCUT 19LF AND I 1 \ \ m \ an REMOVE 22 SY 1 1 BITUMINOUS PAVEMENT 1 1 g265 T8287 ' SEE SHEET 7 �v—'.m.• �.•' SAWCUT 23LF AND 8232 REMOVE 31 Sy BITUMINOUS PAVEMENT 852{ i L"----_� 4. 7+Do Js - 1 1 VE1262 SOF B2'� 1 1 \ �•\ W CONCRETE PAVEMENT 1 1 SAWCUT 27LF AND ,t 1 REMOVE 41 Sy \ 1 BITUMINOUS PAVEMENT 1 II 1 EXISTING CONDITIONS AND REMOVALS PLAN s r ei,,r „ r ,e=, ..ee. •o• n==+=e• =r ^^ •° �� Hakonson Anderson 2021 STREET RENEWAL PROJECT °i ^. DATE REVISION o,.pe�a ey = uea•r my aln=, •uP•n�•I=n a teat 8L �� Clvil E qin en d Land Survey n HERITAGE HILLS OBRIAN AVE ,r u� a v",.,...meal Tn m..r vea.r ix. m.• CITY OF OTSEGO of m. sm • MIey.DI=• MOMS 3601 Thunlon Ave., Anoka, Minne-05 55303 y j ,`/� no D 763-427-5860 FAX 763-427-0520 OT3'. www.hvkamun—andenansom 8210 \ SAWCUT 21LF AND REMOVE 26 SY \ BITUMINOUS PAVEMENT I m \gyoy• a \\ ,, //� ___— ��� LF BITUMINOUS PAVEMENT p ' 6 Q 3 MILL 6' TAPER PRIOR TO FES 102 (j r PLACING WEAR COURSE i'• / / .r 6. REMOVE 5OLF 15" CMP CULVERT -00 �/� OBRIAN AVENUE SEE SHEET 8 SEE SHEET 6 1I C \ 1 t B9 ` \ �Ll------------- L-------------- --J; 9 E _ ,SII II \� II 0 +ao 2+DD IAwl ir--------------- — ---� o I I I SEE sHEET 9 / xo 0 SEE SHEET fi OCHOA AVENUE yyt M F o SHEE 3 EXISTING CONDITIONS AND REMOVALS PLAN ,,,°.mry,n°, ° •Pnn°°,.°n.•r °"'S era: Hakanson Anderson or C DATE REVISION a�",o°na nr m• °` ens.. mr sin,=� •w•^'•'°^ ;,°„ BL 2021 STREET RENEWAL PROJECT Pr°bn1°n°I En In••r una.r In• ofaa, Clvil E glnun d Lana Survf7on HERITAGE HILLS OBRIAN AVE — OCHOA AVE 18 o ei m. sI• Hinn m• OM5 3601 Thunlon Ave., Anoka, Minnesota 55303 CITY OF OTSEGO sHEEiS r.g o®rt 763—W27hak....... dFAX .nan.eam 20 07392-2021 — BREN RSON, P.E. RJW oat• Lla. No. �@34-- O*0p SAWCUT 95LF BITUMINOUS PAVEMENT � I y m / SAWCUT 9LF AND / REMOVE 17 SY 8480 BITUMINOUS PAVEMENT REMOVE 52LF CONCRETE CURB AND GUTTER(j) I \ \ SAWCUT 2211' AND I REMOVE 20 SY CBMH 8 \� BITUMINOUS PAVEMENT \ � I CS 7 / ��� REMOVE 5211' CONCRETE• CURB ANO GUfTER� \ / SAWCUT 9LF AND \ REMOVE 18SY BITUMINOUS PAVEMENT SAWCUT 20LF AND REMOVE 23 SY BITUMINOUS PAVEMENT 8*8g I I L I I I g434 I I I I SAWCUT 2011' AND REMOVE 27 SY BITUMINOUS PAVEMENT / I / z.DD ti 3+00 SAWCUT 15LF AND REMOVE II BSF 84 VEMENT I I gtp0 F V /� gygS SAWCUT 1611' AND REMOVE 20 SY BITUMINOUS PAVEMENT NOTES: (D SAWCUT OF CURB SHALL BE INCIDENTAL CONCRETE PA � 6336 I / 6382 1 1 8366 1 1 I I I I I 1 1 SAWCUT 22LF AND 1 1 SAWCUT SOLF AND I REMOVE 21 SY I SAWCUT 24LF AND BITUMINOUS PAVEMENT I I BfTUMIN0U5 PAVEMENT �.JI REMOVE 24 SY 1 BITUMINOUS PAVEMENT J L _ _ — — — — — — — - - -------- — ---- 6}OD m 5l}00 — --+ 0 . . . . . . . . .. . . I I sAWCUT A REMOVE 26 Sy BITUMINOUS PAVEMENT I I I I I 8377 I I m zo w SWE IN fECf 0+ 8+00 — 9-'1- 7+00 I 1 I I I I I I I I 1 I I I i CBMH 9 ,r — ------------------------ AWCUT 2AND EIIOVE 255 SY fTUMINOUS PAVEMENT I I I m 2a 1 scut Ixcr EXISTING CONDITIONS AND REMOVALS PLAN �g Hakanson Anderson 2021 STREET RENEWAL PROJECT CMI Engin— d Lnnd SUN"yo , HERITAGE HILLS OCHOA CT 36017630 427-5860 FAXk7613-42705205303 CITY OF OTSEGO w—hok—on–and—n.00m 5300 I 9292 I I I I SAWCUT 32LF AND I I SAWCUT 26LF AND REMOVE 30 Sy I REMOVE 25 Sy ' BITUMINOUS PAVEMENT — — BITUMINOUS PAVEMENT — �' --------------------- p1 �— CBMH 11 I� 13+OD 14+00 m w M xw � — w YAN. NX 10CB9-- ----------- ------- SAWCUT 32LFREMOVE 3Sy SY BITUMINOUS PAVE5 I I I I I I oft I I I MI I II \ I z9 SEE SHEET 7 I Ir — BZB SAWCUT 25LF AND / / /♦ REMOVE 30 Sy BITUMINOUS PAVEMENT 15+00 1. 1-4+00 — +� — — — ---r f \ p I •Y7 _I ' . — o f l z \ I \ SAWCUT 151-F AND \ REMOVE 173 SF CONCRETE PAVEMENT \ \ g I I SAWCUT 23LF AND REMOVE 37 SY 8271 I I BITUMINOUS PAVEMENT an p 0 • IGIL �o EXISTING CONDITIONS AND REMOVALS rno�i�F DATE REVISIIeO°ia"�tmn. .naTs°mh.y u. Wiannupnn.Ir°r...:mY nGmlnmet m°u.p..Enry°l°nIe°.n n omne. mm.or. mo®nBDmRLnMJ: WS �� Sury yan PLANY--j O`Emm' " Hakanson Anders civl Erill"',n 'Fd 2021 OCHOA CT AnoLnd FAX 763-427-5CITOF OTSEGO 3fi01 Thusion AvHERITAGE HILLS 763-427-586 07392-20 21"-hakans°n—.ndnl—F, BREN SON, PL.°.. No. 45950 SEE SHEET 11 N0TE5: y� ALL STRUCTURES SHALL BE RAISED TO \ t\ \\ \ \""iU.,a,•// O NEW FINISH GRADES. ALL STORM STRUCTURES SHALL BE INSPECTED AND ANY DAMAGED CONCRETE SHALL BE REPLACED. \ 165 SF CONCRETE PED RAMP gApp \ \ \ / °� ® ALL MAILBOXES SHALL BE ADJUSTED \ \ 41 SF TRUNCATED DOMES \ \ TO NEW STREET LOCATION AND \ � / ELEVATIONS ANO BE IN COMPLIANCE \ 33 SY BITUMINOUS \\ \ \ / WITN CURRENT POSE OFFICE \ DRIVEWAY PAVEMENT \ \ V/ REQUIREMENTS. 8420 2g 5y BITUMINOUS CONTRACTOR IS RESPONSIBLE FOR ALL DRIVEWAY PAVEM , / / Q NECESSARY SPRINKLER SYSTEM RELOCATIONS. 2+00 , 33 SY BITUMINOUS DRIVEWAY PAVEMENT �� p i 64 Sr CONCRETE i PAVEMENT a+ 14 SY BITUMINOUS u� \ DRIVEWAY PAVEMENT \ I\ \ 34 SY BITUMINOUS \ \ t% 165 SF CONCRETE PED RAMP I DRIVEWAY PAVEMENT \ \ \41 SF TRUNCATED DOMES \ I I \ \ xa \ \ SpUL iN fLR 8439 950 HIGH POINT ELEV = 935.79 . . . . . . . . . . HIGH POINT STAB 2+23.90 , 950 . . . . . PVI STA = 2 . PVI ELEV = 936.90 _5.22X . . . . . . . . . . 945 X = 33.49 . . . . . . . . . . . 945 . . . . . 175' VC. . n n 940 + n . . . . . . . . . . . II II m 940 a w c m tow II ' U II II 935 , 930 930 . . . . . . . . . . . . . . . . . . . . . . . . 925 925 . . & 920 so . . . . . . . . . . . . . .n. m . IR 915 w q'? 915 . . . . . . . .w 2+00 3+00 CONSTRUCTION PLAN sN¢r 0+10 i+oo " " n°•n " 1 p Hakonson Anderson "F DATE REVISION pn en q m• °• my e° m •uvni•t°^ °"a t"°" BL 2021 STREET RENEWAL PROJECT m"m i"°m•.. °"a.r tn.°.. ""� avll Enyinun and Land Surveyors OBRIAN AVE 18 j •t Ih. sb+• ° nn..°t mm0M5 3601 Thurston Ave., AnakR, S" 11 55303 HERITAGE HILLS 'v 763-427-5860 FAX 763-427-0520 CITY OF OTSEGO n c BRENT N, P.E. __ ,°van �RJW ww.hokonaon—ondmon.com OT392-2[ S 35 SY BITUMINOUS ORIVEWAY PAVEMENT vzi � Sy DO6+0 / MOVE AND REPLACE FRAMES AND CEER OTVE S O STD ENAHDETAIL R 3067 V PER OTSEGO STD DETAIL 414 8350 REMOVE AND REPLACE CASTING 28 W BITUMINOUS I I AND FRAME WITH NEENAH R-1642 DRIVEWAY PAVEMENT ' PER OTSEGO STD DETAIL 309 .... / _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 27 Sy BITUMINOUS F PAVEMENT / 8367 STMH 1 7+00 NOTES! Q ALL STRUCTURES SHALL BE RAISED TO NEW FINISH GRADES. ® ALL STORM STRUCTURES SHALL BE 8324 INSPECTED AND ANY DAMAGED CONCRETE SHALL BE REPLACED. ® ALL MAILBOXES SHALL BE ADJUSTED TO NEW STREET LOCATION AND ELEVATIONS AND BE IN COMPLIANCE WITH CURRENT POST OFFICE REQUIREMENTS. © CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY SPRINKLER SYSTEM RELOCATIONS. 21 SY BITUMINOUS DRIVEWAY PAVEMENT 6+DD OBRIAN�NOE v �— — 9+00 Comm 3 » » » » BMH 4 --------- ------ 8305 . . . . . . .1w ' POINT ELEV '927.60. LOW POINT. ELEV = 926.78 . . : LOW POINT STA = 9+22.92 LOW POINT STA = 6+55.85 PVI STA ='9927.83 +47.92 PVI 57A = 5+80.85. LOW POINT ELEV = 928.24 PVI ELEV = 54% PVI ELEV = 927.44. ' LOW POINT STA = 7+31.52 . , . . . . , A.D. _ '1.43 A.D. = 2.01X PVI STA = 7+27.59 K = 32.48. . K 74.76 . PVI ELEV = 926.15 50' VC AA. = 1.52% N 'rj 150' VC K=32.84 mP ,OTS 50' VC II m pN mm II 11 G ti 11 II 11 h w> 'U UII 11 N II9 II . . . . : S •� uf. U w ul w . Zi > > u > 0.94X_ . . . . _ 0.64 IIF��'III ' � it �r •am Saud= 34 SY BITUMINOUS DRIVEWAY PAVEMENT -as E FRAME AND REMOVE AND REPLACE CASTING WITH NEENA R-250-1-1 33 n PER OTSECO STD DETAIL 414 I . . . . . . . . . F I 8305 . . . . . . .1w ' POINT ELEV '927.60. LOW POINT. ELEV = 926.78 . . : LOW POINT STA = 9+22.92 LOW POINT STA = 6+55.85 PVI STA ='9927.83 +47.92 PVI 57A = 5+80.85. LOW POINT ELEV = 928.24 PVI ELEV = 54% PVI ELEV = 927.44. ' LOW POINT STA = 7+31.52 . , . . . . , A.D. _ '1.43 A.D. = 2.01X PVI STA = 7+27.59 K = 32.48. . K 74.76 . PVI ELEV = 926.15 50' VC AA. = 1.52% N 'rj 150' VC K=32.84 mP ,OTS 50' VC II m pN mm II 11 G ti 11 II 11 h w> 'U UII 11 N II9 II . . . . : S •� uf. U w ul w . Zi > > u > 0.94X_ . . . . _ 0.64 IIF��'III ' � it szD ......... -as sty . . . . . . . . . .9+OLS io+oa . . . . . . . . 7+00 . . . 8+00 SHEET CONSTRUCTION PLAN ... . . = :o s+oa . n.m^ ..mlymm ml. Pmn. ,c••ul.mlo•, sport . �Dn: a tnm�l Hokonson Anderso 0 2021 STREET RENEWAL PROJECT o° DATE REVISION on e a NY m mr alr.mp•rmo. • 9L tluly U•.v HPnhnl.n•1 EnNln.•r mart IA• 1•., mllN. ��I Clvll En91n••n and Land Survey n 3601 Thumi- Ave.. Anako, Minn•NNt• 55303 HERITAGE HILLS OBRIAN AVE 1$ CITY OF OTSEGO SHECl3 j of m. sml. o n ...I OMS 763-427-5860 FA% 763-427-0520 �1 .F —a.r o®n: --hakan•cn—and—r--=m OT392-202 INV -942.55 .j::•; \ \ MATCH EXISTING \ \ / ar• �� BITUMINOUS scut: i6 tccr HIGH P01NT ELEY = 945.28 , , . , . . . . . . . 950 . . . . . . ' 'HIGH POINT STA 19+90 PVI STA = 19+40 960944.48 . LOW POINT ELEY a 939.99 PVI D. = .35X • LOW POINT STA = 17+90 A.O. _ —.5B 955 PVI STA = 18+40 K = 42.59 , • . . . . . . . . . . PVI ELEV •_'940.51. 100' VC o ' 955 . . . . . . . . . . . . . A.D. = 2.92X m ui IGH POINT ELEV = 938.36 K = 34.26 m . 6 m LOW POINT ELEV = 937.1 HIGH POINT STA = 16+35 100' VC . o 95D LOW POINT STA 15+35 PVI 'STA = 16+10 _ + .n R• n PVI STA = 15+60 PVI 'STA = 938.10 . . . . . . . m v +^ u PVI ELEV = 937.32 . . . . . . . . . . . w 9 . . . . .A.D.' 0.51X o Zi Zi A:D. 0:96%' K = 97.80 1.62% K = 52.30 + a II It . w W _ 945 50' VC 50' VC . 'Nn 1�m It II 940 m It II . . . . . . . . . . . . . . . NI I� va vii. 940 . .� �. ........ ' 1:05X� � � 935 . . . . . . . :r a ... . . . . . . ..p .19+00 ... .20+00 .... .......... 9 17+00 18+00 sNCCr 1s+oo is+oo CONSTRUCTION PLAN 13 ^•�h' °•may+^_+'^;• •�O^•'P•C01CenO^• °f npo°"' '®O� Hakonson Anderson 2021 STREET RENEWAL PROJECT oT REVISION 11"i e W m. °r un •r y aloe .uvr"hlon •na tout I �� civil En91n•m d Lend Surv•yon 18 °i amr u°.w• vAl..a°^m 6^om..r v^a.r+^•°•• ten. HERITAGE HILLS OBRIAN AVE m. sml. ° ^^..•I OMS 3601 Thurston AVO0 Anoka. Minn•suta 55303 763-427-5860 FAX 763-427-0520 CITY OF OTSEGO s"cn BRENT N• P_E. --n s®R www.hakon•on—ond•rsan.com ._ ._. .. RJW 07392-2 SEE SHEET 14 NOTES: STRUCTURES SHALL BE RAISED TO NEW FINISH GRADES. _ BZ7p BITUMINOUS ®ALL STORM STRUCTURES SHALL BE AND A DAMAGED CONCRETED SHALL E REPLACED. SHALL BE ADJUSTED \ 24 SY DRIVEWAY PAYMENT ® ALL MAILBOXES TO NEW STREET LOCATION AND 30 SY BITUMINOUS\ DRIVEWAY PAYMENT / / 18+9 _ \ ELEVATIONS AND BE IN COMPLIANCE WITH CURRENT POST OFFICE \ \ / c \ REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY SPRINKLER SYSTEM RELOCATIONS. / AT" / 43 SY BITUMINOUS \ DRIVEWAY PAYMENT \ \ \ r \ V / / �� ♦� \ \ \ " \ 101 943.30 6 z SF CONCRETE 8221 \ DRIVEWAY PAVEMENT DRI / \ • \ \ 521-F (INCL (2) 18• RCP O 1.449 \ FES 702 0 INV -942.55 .j::•; \ \ MATCH EXISTING \ \ / ar• �� BITUMINOUS scut: i6 tccr HIGH P01NT ELEY = 945.28 , , . , . . . . . . . 950 . . . . . . ' 'HIGH POINT STA 19+90 PVI STA = 19+40 960944.48 . LOW POINT ELEY a 939.99 PVI D. = .35X • LOW POINT STA = 17+90 A.O. _ —.5B 955 PVI STA = 18+40 K = 42.59 , • . . . . . . . . . . PVI ELEV •_'940.51. 100' VC o ' 955 . . . . . . . . . . . . . A.D. = 2.92X m ui IGH POINT ELEV = 938.36 K = 34.26 m . 6 m LOW POINT ELEV = 937.1 HIGH POINT STA = 16+35 100' VC . o 95D LOW POINT STA 15+35 PVI 'STA = 16+10 _ + .n R• n PVI STA = 15+60 PVI 'STA = 938.10 . . . . . . . m v +^ u PVI ELEV = 937.32 . . . . . . . . . . . w 9 . . . . .A.D.' 0.51X o Zi Zi A:D. 0:96%' K = 97.80 1.62% K = 52.30 + a II It . w W _ 945 50' VC 50' VC . 'Nn 1�m It II 940 m It II . . . . . . . . . . . . . . . NI I� va vii. 940 . .� �. ........ ' 1:05X� � � 935 . . . . . . . :r a ... . . . . . . ..p .19+00 ... .20+00 .... .......... 9 17+00 18+00 sNCCr 1s+oo is+oo CONSTRUCTION PLAN 13 ^•�h' °•may+^_+'^;• •�O^•'P•C01CenO^• °f npo°"' '®O� Hakonson Anderson 2021 STREET RENEWAL PROJECT oT REVISION 11"i e W m. °r un •r y aloe .uvr"hlon •na tout I �� civil En91n•m d Lend Surv•yon 18 °i amr u°.w• vAl..a°^m 6^om..r v^a.r+^•°•• ten. HERITAGE HILLS OBRIAN AVE m. sml. ° ^^..•I OMS 3601 Thurston AVO0 Anoka. Minn•suta 55303 763-427-5860 FAX 763-427-0520 CITY OF OTSEGO s"cn BRENT N• P_E. --n s®R www.hakon•on—ond•rsan.com ._ ._. .. RJW 07392-2 SEE SHEET 12 NOTES: © ALL STRUCTURES SHALL BE RAISED TO NEW FINISH GRADES. ® ALL STORM STRUCTURES SHALL BE \ ® ALL MAILBOXES SHALL BE ADJUSTED 1 0 I �r I I I I I 0� I I�` � I I b I I I I I I I I I I I I !CALL IN f[[f lal� SEE SHEET 13 /941 SEE SHEET 17 OCHOA AVENUE+oo — — — —} —� I F I± of SEE SHEET 17 .m 3+78 F� m,ue� w 00 0915 .w w . . . . . . . ... . . . . . . 2+00 ... 3+00 i+oD „,,, °,,n.. _°. •o• _= r; °r °^ •°° Hakanson Anderson 2021 STREET RENEWAL PROJECT °m aan ❑=•n•• �r••a=n°I Emm�... a.r I�. I°.. amI Enoln••n ana ana s�rv.yan HERITAGE HILLS el m. llafi o n ..=I mn m. 3601 Thunlon Av., Anoka, Minnelala 55303 OMS 763-427-5860 FAX 763-427-0520 www"hakan•on—ondmon.e•m CONSTRUCTION PLAN 14 14 OCHOA AVE CITY OF OTSEGO 18 NOTES: © ALL STRUCTURES SHALL BE RAISED TO NEW FINISH GRADES. ® ALL STORM STRUCTURES SHALL BE INSPECTED AND ANY DAMAGED CONCRETE SHALL BE REPLACED. ® ALL MAILBOXES SHALL BE ADJUSTED TO NEW STREET LOCATION AND ELEVATIONS AND BE IN COMPLIANCE WITH CURRENT POST OFFICE REQUIREMENTS. Q CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY SPRINKLER SYSTEM OI RELOCATIONS. I I I I I I I I I I I I I !CALL IN f[[f .m 3+78 F� m,ue� w 00 0915 .w w . . . . . . . ... . . . . . . 2+00 ... 3+00 i+oD „,,, °,,n.. _°. •o• _= r; °r °^ •°° Hakanson Anderson 2021 STREET RENEWAL PROJECT °m aan ❑=•n•• �r••a=n°I Emm�... a.r I�. I°.. amI Enoln••n ana ana s�rv.yan HERITAGE HILLS el m. llafi o n ..=I mn m. 3601 Thunlon Av., Anoka, Minnelala 55303 OMS 763-427-5860 FAX 763-427-0520 www"hakan•on—ondmon.e•m CONSTRUCTION PLAN 14 14 OCHOA AVE CITY OF OTSEGO 18 NOTES: 01 ALL STRUCTURES SHALL BE RAISED TO NEW FINISH GRADES. I I I I ® ALL STORM STRUCTURES SHALL BE DAMAGED SPE 8434 / / I I I I CONCRETE SHAANDLL BE REPLACED. 8382 I I 8366 I I ® ALL MA,_IN -E..- SHALL BE ADJUSTED AN. TO NEW STREET LOCATION ANO EWIT�HACIURRENT POST IOFT'ICEPLIANCE REQUIREMENTS. 33 SY BITUMINOUS C 24 SY BITUMINOUS I I DRIVEWAY PAVEMENT I I NECESSARYRIS NSIBLE OR ALL SPRINKLER SYSTEM DRIVEWAY PAVEMENTRELOCATIONS. I I L — — — — — — — / /------- J —dc-- ----------^--- Q L --*---------------— U 2 — OCHOA COURT6+00 9+�00 — 6+00 7+00 '+ — --�— 4+00 5+00 18 —— r-- _ STA7fi+00 TO I STA 0+56 TO 4+00 II Y BITUMINOUS I 27 BY BITUMINOUS IWAY I I T L'IV PAVEMENT 20SY BITUMINOUS I I DRIVEWAY PAVEMENT DRIVEWAY PAVEMENT I I I I 8377 I I I I g313 b 8393 SALVAGE FULL DEPTH OF RECLAIM h SUBGRADE EXCAVATION ------------- I.� 50 FT 45 HIGH POINT ELEV = 932.63 TRANSITION ' HIGH POINT STA4+99 fi54.87 I PVI STA . . . _ , , . . . . . . . . . . . . 4 . . . . . . . PVI-ELEV? 932:96 . . . ' A.D. _ -3.HOX K = 39.49 94D I 150• VC 940 n 935 .F II II . . . . . 9 + m 935 II D In W . . . . . . . . . . . —• _0.50X — 930 g-. . . . . . . . . . . . . . . 930 . . . . . . . . . . . . 925 925 . . . . . . . . . . 920 F . . . . . . . . . . . . . . . g 920 s1 m R a • ..p aD1 • .... °i ... . 7+00 . 6+0o' 8+00 CONSTRUCTION PLAN 16 �s' R a+io. . ' ... ' .... �er 5+00 plan. •D•° ,,,,"•°r�e°._. aroma nm Hakanson Anderson 2021 STREET RENEWAL PROJECT I c DATE REVISION anv°�a er . er °"4.r r atnel .°vr�.ltl" ° BL :". vAfinli T"am..r "" .r I". I°"• ma n: I"• smh ° ""'•OI CIvII En91n• and rand sarv.ya� •n 3601 Thunlon Ava., Anoko, Minnaaata 55303 Ild HERITAGE HILLS OCHOA CT CITY OF OTSEGO o i - °7 0115 BRENT N, P.E.�RJW 763-427-5860 FAX 763-427-0520 —hakan-n-and—n.— 0' 18 NOTES: ALL STRUCTURES SHALL BE RAISED TO NEW FINISH GRADES- ® ALL STORM STRUCTURES SHALL BE INSPECTED AND ANY DAMAGED CONCRETE SHALL BE REPLACED. 8338 I I g3pp I I 8292 ® ALL MAILBOXES SHALL BE ADlU$TED REMOVE AND REPLACE FRAMES AND TO NEW STREET LOCATION AND CASTINGS WITH NEENAH R— 7—V ELEVATIONS AND BE IN AND PER OTSEGO STD DETAIL 414 WITH CURRENT POST OFFICE REQUIREMENTS. 26 SY BITUMINOUS Q CONTRACTOR IS RESPONSIBLE FOR ALL 31 SY BITUMINOUS I DRIVEWAY PAVEMENT NECESSARY SPRINKLER SYSTEM 22 SY BITUMINOUS J DRIVEWAY PAVEMENT I I RELOCATIONS. DRIVEWAY PAVEMENT I I ,p _ _ — — — — - — CBMH 11 14+00 12 0 15+00 _ _ 1 D 11+00 9+00 _ i Va = _ ,y, CBMH 10 CB 9 C — t r 35 SY BITUMINOUS DRIVEWAY PAVEMENT STA16+00 TO ,6 4+00 REMOVE AND REPLACE FRAME AND (•r ,'v. CASTING WITH NEENAH R -3067—V 8285 PER OTSEGO STD DETAIL 414 o I o SEE SHEET 14 aGIL IN RR SALVAGE FULL DEPTH OF RECLAIM SUBGRADE EXCAVATION B4 LOW POINT ELEV = 929.49 . . . . . . . . . . . . . . . LOWPP01VI 5 'STA72+18842.97'' 945 PVI ELEV = 929.36 , A.D. = 1.15% 940 ' K = 78.26 . . . . . . . . . . . . . . . . . . . . . . . . 90' VC 940 . . . . . . . r m 935 + m . . . . . . . . . . . . . . . . 935 . . . . . v 930 93D 925 925 ' 920 920 . . . . . . . 915 � Ro 915•,° 'n ... . . . . . . 1z+°° . . . . . . . ... . '13+00 14+00 a . ' ' ' 60 17 14CONSTRUCTION PLAN NEL . . . . . . 10+ 5 „ , „,,,„y °•mry m I. nl°°. •v=ISI °• ° ��° ; •°•^ Hakanson Anderson 2021 STREET RENEWAL PROJECT ° DATE REVISION env°tea M una•r Y mnm v„I.1°n o a n°t gL ptrg En9lnsm d Land Survry 75-303 OCHOA CT oaulr U••„• v,°I•••1°n°I EnO°^r a.r m. I°•. ten3801 Thun1 Ave. Aka Minnesota HERITAGE HIU.SDMs CITY OF OTSEGO 763-427-5860 FA% 763-427-052OT3 o®rt www.hakanson andsnan ca 18 a18 NOTES: Q ALL STRUCTURES SHALL BE RAISED TO / a-84 / NEW FINISH GRADES. ® ALL STORM STRUCTURES SHALL BE \ / 25 SY BITUMINOUS PAVEMENT / INSPECTED AND ASHALL NY DAMAGED \ DRIVEWAY / / / ®CALL MAILBOXES SHALL BE ADJUSTED \ / / TO NEW STREET LOCATION AND BE IN COMPLIANCE ELEVATIONS AND WITH CURRENT POSE OFFICEREQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY SPRINKLER SYSTEM RELOCATIONS. II iJ ,L f� II Ci 14+OD _ 15±00 — _ 15 6, /V, r----- STA 14+50 \ I I TO 14+79 144 SF CONCRETE I I \ \ • DRIVEWAY PAVEMENT \ SY BITUMINOUS--/ DRIVIV EWAY PAVEMENT \ \ 8271 945 94 . . . . . . . . . . . . . . 50 IT',ITt5T1 940 om11 . . . . . . . 935 935 . . . . . . . . . . . . . 0.65% 930 . . . . 54 92 . . . . . . b . . . . . . . . . . . L21920 _ 915 Ra' Ro Rq a 14+00 ... .15+00 sx07 CONSTRUCTION PLAN 16 R N I �.,,, ••mm_,�., ISI. ,.....•11..,_.... �,_� -� awn. ^^e m^I Hakanson Anderson 2021 STREET RENEWAL PROJECT DATE REVISION mpene ey m^undn mY Clnu, •uvnbl^^ BL r bmr u..�.• vral•••m�.l uom.....d.. m. i.•• m°a' cron Enpm•m d Land surv.yon Th—IN Ave.. Anoka, Ml-... o ss3D3 HERITAGE HILLS OCHOA CT o f u1 1n. shf. • n •••1 DMS 3601 763-427-5860 FAX 763-427-0520 CITY OF aT$Esa .o o r ®e --hakanean—andmon — OT3 a18 Hakonson Anderson Civll Enalneem and Land 5u"AY0o 3801763-427— 86tan 0 FAX 763-1427-05205303 w hakanaan—andman.eom CROSS SECTIONS 2021 STREET RENEWAL PROJECT I 0° HERITAGE HILLS OBRIAN AVE X13 CITY OF OTSEGO a9Eca 1+50 ; 2+90 No 940 940 94o 940 6477 8 9 e4e --- 936 936 --- 4,.,2. M — 936-- —932 936 936- ' 936 932 �0 930 932 932 20 40 930 _40 932 932 p° 932 40 930 930 PO —20 20 40 930 —40 —20 20 Hakonson Anderson Civll Enalneem and Land 5u"AY0o 3801763-427— 86tan 0 FAX 763-1427-05205303 w hakanaan—andman.eom CROSS SECTIONS 2021 STREET RENEWAL PROJECT I 0° HERITAGE HILLS OBRIAN AVE X13 CITY OF OTSEGO a9Eca 3+00 2+90 No 940 940 Sao 9a0 6477 8 9 --- 936 936 --- 4,.,2. M — 936-- —932 936 936- --- 932 932 �0 930 932 932 20 40 930 _40 —20 932 932 40 40 930 PO —20 930 20 40 930 —40 —20 1+00 N. yM I 936 936 — --- _ -- 932 932 930 20 40 93094;4,,-40 —20 0+50 t a. 936 936 932 932---- H928 929 929 p0 20 926 —40 —20 Hakonson Anderson Civll Enalneem and Land 5u"AY0o 3801763-427— 86tan 0 FAX 763-1427-05205303 w hakanaan—andman.eom CROSS SECTIONS 2021 STREET RENEWAL PROJECT I 0° HERITAGE HILLS OBRIAN AVE X13 CITY OF OTSEGO a9Eca 3+00 2+90 940 940 Sao 9a0 8 9 --- 936 936 --- 4,.,2. M — 936-- —932 ♦ u — 932 932 �0 930 932 932 20 40 930 _40 —20 Hakonson Anderson Civll Enalneem and Land 5u"AY0o 3801763-427— 86tan 0 FAX 763-1427-05205303 w hakanaan—andman.eom CROSS SECTIONS 2021 STREET RENEWAL PROJECT I 0° HERITAGE HILLS OBRIAN AVE X13 CITY OF OTSEGO a9Eca 2+50 2+90 940 940 Sao 9a0 8 9 936 936--- 4,.,2. M ' 936 936-- —932 ♦ u — 932 932 �° 930 932 932 20 40 930 20 40 40 930 _,40 —20 Hakonson Anderson Civll Enalneem and Land 5u"AY0o 3801763-427— 86tan 0 FAX 763-1427-05205303 w hakanaan—andman.eom CROSS SECTIONS 2021 STREET RENEWAL PROJECT I 0° HERITAGE HILLS OBRIAN AVE X13 CITY OF OTSEGO a9Eca 2+50 940 940 94a 949 936 936--- M 936 936 — — —932 ♦ u 932 932 �° 930 930 —40 —20 20 40 Hakonson Anderson Civll Enalneem and Land 5u"AY0o 3801763-427— 86tan 0 FAX 763-1427-05205303 w hakanaan—andman.eom CROSS SECTIONS 2021 STREET RENEWAL PROJECT I 0° HERITAGE HILLS OBRIAN AVE X13 CITY OF OTSEGO a9Eca 2+00 94a 949 M 936 936 — — —932 932 a4 930 20 40 939 —40 —20 0 Hakonson Anderson Civll Enalneem and Land 5u"AY0o 3801763-427— 86tan 0 FAX 763-1427-05205303 w hakanaan—andman.eom CROSS SECTIONS 2021 STREET RENEWAL PROJECT I 0° HERITAGE HILLS OBRIAN AVE X13 CITY OF OTSEGO a9Eca 4+27 C. 4+50 6+00 t' 936 938 936 32 932 _ -'- -- 932 932 --- - - -�- P.M 932 928 932�- 928 920 m0 -__- 926 -- � 20 40 926 -40 _20 928 928 4+27 C. 5+73 C. 5+50 r 6+08 6+00 t' 936 838 932 32 932 - --_ - -' 928 928 -- P.M 932 928 932�- 924 924 m0 -__- 922 -- � 20 40 922 -40 _20 928 928 929 922 p0 926 40 40 926 -40 40 -20 20 40 926 -40 _20 4+00 936 936_ _ _- 932 932 f 928 929 m0 926 20 40 926 -40 -YU 3+50 .n c 936 936 932 932 p0 930 20 'w 930 _,IO _20 3+32 y« .n L 8420938 936 �.-_. -5.00 _--� 932 992 m0 930 20 4-0 930 -40 _20 5+73 C. 5+50 r 6+08 6+00 t' 932 932 32 932 - --_ - -' 928 928 -- P.M 928 932�- 924 924 m0 -__- 922 -- � 20 40 922 -40 _20 928 5+73 C. 5+50 r 6+00 t' L 32 932 P.M 928 932�- -__- -- -- -- � d 924 928 pOw 922 20 40 40 926 -40 40 -20 5+73 C. 5+50 r CROSS SECTIONS Hakanson Anderson I 2021 STREET RENEWAL PROJECT CI'II En9in•rtn d land 5urvr/on HERITAGE HILTS OBRIAN AVE 36017 3_427-5860 FAX 763-427-- 5205303 CITY OF OTSEGO —.hokamm.-a.dmon.— .HM X2 5+00 L 932 932�- -__- -- -- -- � 928 928 pOw 926 20 40 926 -40 -20 CROSS SECTIONS Hakanson Anderson I 2021 STREET RENEWAL PROJECT CI'II En9in•rtn d land 5urvr/on HERITAGE HILTS OBRIAN AVE 36017 3_427-5860 FAX 763-427-- 5205303 CITY OF OTSEGO —.hokamm.-a.dmon.— .HM X2 9+50 L —_--7j — 7+50 6+00 _________m' 932 932 932 932 932 932 _926 0'932 928 928_—_ __ 94 9�2.0 929 H,. M4. 926 928 924 924 p0 M922 923 924 924 _ PO 40 922 —40 924 924922 p0 40 922 —40 —20 m0 922 922 —40_20 _20 2040 9+50 L —_--7j — 7+50 9+00 E _________m' 932 932 932 932 9 32 932 _926 0'932 928 928_—_ __ 94 9�2.0 929 _ 924 924 p0 M922 923 924 924 _ PO 40 922 —40 _20 9+50 L —_--7j — 7+00 9+00 E _________m' 932 932 932 932 9 32 932 _926 926___ g _ 8350 929 _ 924 924922922-40 p0 M922 928 924 924 _ PO 40 922 20 40 922 —40 —20 m0 9+50 L —_--7j — 6+50 9+00 E _________m' 932 932 ""Mum, 9 32 932 _926 926___ g _ 8350 _ 924 924922922-40 p0 M922 928 928 _ 20 40 —20 9+50 L —_--7j — 9+00 E _________m' ""Mum, 9 32 932 8350 g+79 t 9+00 E _________m' ""Mum, 9 32 932 8350 _ M922 928 928 _ 924 924 m0 922 —40 _20 2040 g+79 t 8+50 _________m' ""Mum, NO 8+50 CROSS SECTIONS Hakanson Anderson I 2021 STREET RENEWAL PROL�— SHM clvll Enaln— d land SG- HERITAGE HILLS OBRIAN AVE 360176 u 427 5860 F'AXk763-1427-05205303 CITY OF OTSEGO w hokon-n—and.nan.aom X3 _________m' CROSS SECTIONS Hakanson Anderson I 2021 STREET RENEWAL PROL�— SHM clvll Enaln— d land SG- HERITAGE HILLS OBRIAN AVE 360176 u 427 5860 F'AXk763-1427-05205303 CITY OF OTSEGO w hokon-n—and.nan.aom X3 10+71 L 936 939 624 932 932 928 928 fl 926 92b _40 —20 mpPP2. 40 10+50 936 936 — — — — 932 932 — — 928 928 928 926 _40 —20 w0 20 40 10+00 _ 932 932 — 928 924 924 922 822 —40 _2p .0 20 We 12+00 i 938 936____ 932 932 930 9309 _20 �0 20 40 11+72 8257 936 136 932 0 ___ ���i�932 4.040 —20 11+50 i 936 936 -- -- M2O4-0 932 932 —926 928 926 926 —4p —2p. 11+00 936 936 --- — — — — 932 928 928 926 928 _40 _20 m0 2D 40 CROSS SECTIONS I 1XI4 X4 Hakanson Anderson I 2021 STREET RENEWAL PROJECT cmD enom.., a Lana sa w'a� HERITAGE HILLS OBRIAN AVE 381763u 27-5860 FAXAno1763-1142705205303 CITY OF OTSEGO —hokamon—andmon.— 9+73 .n 932 932 605 ` 929 924 924 �0 922 20 40 922 —40 —2D We 12+00 i 938 936____ 932 932 930 9309 _20 �0 20 40 11+72 8257 936 136 932 0 ___ ���i�932 4.040 —20 11+50 i 936 936 -- -- M2O4-0 932 932 —926 928 926 926 —4p —2p. 11+00 936 936 --- — — — — 932 928 928 926 928 _40 _20 m0 2D 40 CROSS SECTIONS I 1XI4 X4 Hakanson Anderson I 2021 STREET RENEWAL PROJECT cmD enom.., a Lana sa w'a� HERITAGE HILLS OBRIAN AVE 381763u 27-5860 FAXAno1763-1142705205303 CITY OF OTSEGO —hokamon—andmon.— 13+50 940 7,5974 936 936 _- 932 932 930 m0 20 40 930 -40 -20 13+00 NO 940 936 936 a 932 932 930 mO 20 40 930 -20 12+80 940 910 -- - 936 936-040 36 _--- -- 932 40 932 930 M z6 930 _40 2U m0 12+50 940 940 936 936 ----- -- 932 932 930 20 40 930 -40 _2p p0 15+50 y„ 940 940 _- __••_-06 930 934 Qp 2040 934-40 -20 15+00 .n ea9 Sao __ — — 936 8254 936 932 932 930 ro 2U 40 930 _40 -20 p0 14+50 'L 14+00 'L 940 940 -- --- 936 936 932 932 930 20 40 930 _40 -20 m0 HEf CROSS SECTIONS x[ 5 OF Hakanson Anderson 2021 STREET RENEWAL PROJECT OeRiAN AVE X13 ami En9n..n ne Sana s.r.ro• HERITAGE HILLS ci7Y of o75Eco "[� 36017 3u 427-8860 FA%k763'427_ 05203 OT392-20: —..hakanean-andmon.eom . 932 14+00 'L 940 940 -- --- 936 936 932 932 930 20 40 930 _40 -20 m0 HEf CROSS SECTIONS x[ 5 OF Hakanson Anderson 2021 STREET RENEWAL PROJECT OeRiAN AVE X13 ami En9n..n ne Sana s.r.ro• HERITAGE HILLS ci7Y of o75Eco "[� 36017 3u 427-8860 FA%k763'427_ 05203 OT392-20: —..hakanean-andmon.eom 16+88 r_ 944 944 940 p ' 936 938 934 mo 20 40 936 -40 -20 16+50 r_ 944 944 940 940 - - 936 936 m 934 20 40 934 -40 -20 m0 16+00 v. 940 940 ` '-- - 936 930 934 °� 20 40 934 -40 -20 m0 15+75 y, "~ 8243 940 940 - EE 936 936 934 m 20 40 934 -40 -20 p0 18+50 944 944 _ -- - 940 940 _ 936 936934 - 20 40 934 -40 -20 m0 18+00 964 944 940 940 936 936934 m 20 40 934 -40 -20 m0 17+50 PIE' 44 94440 940-- 936 936 0m 934 934 -40 -20 m0 20 40 17+00 944 964 940 940--- 936 936 ° a20 40 934 -40 -20 m0 SXECf CROSS SECTIONS x6 Hakanson Anderson 2021 STREET RENEWAL PROJECT I OBRIAN AVE I/ x13 Cl,11 En9ln— ane Lane 5. ,.y CITY OF OTSEGO 3601 Thurefan Ave., Anoka, MI 1 55303 HERITAGE HILLS _ 763-427-5860 FAX 763-421- 0520 p7392 202 w hakan.an-and m 19+50 948 948 944 944 sa0 940 B38 Sae _40 _20 �0 20 � 19+11 sae sae saa soy --- — — ---- -- .0 940 93B p 20 40 sae _40 —20 0 19+00 948 948 944 -- 940 940 938 sae m0 20 40 18+67 yr � 8221 944 940 940 938 m R4 20 40 936 —40 —20 PO 20+25 Sae 948 944 940 94 938 V9PO 20 40 20+00 r SHEEP CROSS SECTIONS X7 Hakanson Anderson I 2021 STREET RENEWAL PROJECT I OBRIAN AVE C1,1i Engins— d Land Sur..rar. HERITAGE HILLS 3601Thurston 763-427-5860 An.k763!,U7--,1,2, 5303 CITY OF aT$Eoa w—hakan.on—and.nan.— 948 948 944 940 940 m0 938 20 40 938 _40 —20 SHEEP CROSS SECTIONS X7 Hakanson Anderson I 2021 STREET RENEWAL PROJECT I OBRIAN AVE C1,1i Engins— d Land Sur..rar. HERITAGE HILLS 3601Thurston 763-427-5860 An.k763!,U7--,1,2, 5303 CITY OF aT$Eoa w—hakan.on—and.nan.— 2+00 E 3+00 936 936 932 932 — 928 928 926 20 40 926 —20 m0 —40 2+50 .0 s49 936 932 932 40 930 m0 20 930 —40 —20 CROSS SECTIONS Hakanson Anderson 2021 STREET RENEWAL PROJECT OCHOA AVE clan Engine— and Lana S—fon HERITAGE HILLS 3601 Thunlon Ave.. Anoka. Minn.aat. 55303 CIT( OF OTSEGO 763-427-5860 oFAX 7 3-427-0520 S9m XB 940 940 / 936 _-- 932 932 930 m0 20 40 930 —40 —20 1+50 I 940 940 936 932 932 930 PO 20 /0 00 —40-20 1+00 944 944 940 940 Npj;;9;W 936 93934 20 4093-40 _20 ° 0+50 saa 944 940 -- _—__ _ — — 936 936 m0 934 20 40 934-40 _20 3+00 936 936 932 932 — 928 928 926 20 40 926 —20 m0 —40 2+50 .0 s49 936 932 932 40 930 m0 20 930 —40 —20 CROSS SECTIONS Hakanson Anderson 2021 STREET RENEWAL PROJECT OCHOA AVE clan Engine— and Lana S—fon HERITAGE HILLS 3601 Thunlon Ave.. Anoka. Minn.aat. 55303 CIT( OF OTSEGO 763-427-5860 oFAX 7 3-427-0520 S9m XB 1+38 4 2+00 " 924 924 932 MI 4 -- —920 tl 932 920 924 924 -- -- — --- — ---- -- — 916 916 p0 920 920 914 924 924 20 918 40 914 _Aa pp 20 922 40 918 _40 —20 1+00 4 AO 922 -40 -20 1+86 u« su 4 929 920 -- 924 8480 N. _— y 924 ---- —1.51 — - 914 8445 — ♦ 20 40 920 920 —40 —20 .0 918 -- 20 918 —40 —20 924 924 1+50 822 20 924 924 922 —40-20 — — 3+00 920 920 m 91B 20 40 91B —40 —20 0 92B 928 1+38 4 3+50 (L 4+00 924 924 932 932 -- —920 tl 932 920 -- ---- 92B --- ---- -- — 916 916 p0 914 924 924 20 40 40 914 _Aa —20 0 922 W0 1+00 4 AO 922 -40 -20 924 su 929 920 -- "^ N. y 916 916 m0 914 8445 928 20 40 914 —40 —20 3+50 (L 4+00 ImMMM 932 932 ---- 932 932 -- ---- 92B --- ---- -- — 92B926EE_40 924 924 20 40 —20 0 922 3+50 (L 2+50 4- ImMMM 932 932 ---- -- ---- 92B 928 ---- -- — 924 924 922 W0 20 AO 922 -40 -20 3+09 "^ N. y 8445 928 6. -- 924 924 @0 822 20 40 922 —40-20 3+00 CL _ 92B 928 --- gl 924 92420 m0 922 AO 922-40 —20 2+50 4- CROSS SECTIONS Hakanson Anderson I 2021 STREET RENEWAL PROJECT I ocHon cr Cl' En91n��n and l ,d surv.yan HERITAGE HILLS 3601 Thurston Avs.. Anoka, Ml sofa 55303 CITY OF OTSEGO 763-427-5860 FAX 763-427-0520 —v .hak-. —and. m UM X9 ImMMM CROSS SECTIONS Hakanson Anderson I 2021 STREET RENEWAL PROJECT I ocHon cr Cl' En91n��n and l ,d surv.yan HERITAGE HILLS 3601 Thurston Avs.. Anoka, Ml sofa 55303 CITY OF OTSEGO 763-427-5860 FAX 763-427-0520 —v .hak-. —and. m UM X9 6+00 L 5+50 6+26 5+00 i 8377 936 936 936 936 - 932 932 -- - - - ___-��___ 932 932 RR'o 928 928926 928 91M8 mo 20 40 926 —20 20 40 926 —4p -20 6+10 G 4+81 936 936 8382 6393 --- -_- 932 932 -- -- 932 928 92B r ro 926 928 m m0 20 40 926 926 -40 -20 20 {0 926 -40 -20 4+50 u - 932 932 ----- -- - - - ---- H 92B 928926 m m0 20 40 926 -40 -20 4+09 �. 932 9328434 --- ---- -1_ _ _ j -- - - 928 928 926 p0 20 40 926 -40 -Y0 6+00 L 5+50 6+26 i 8377 936 936 - ___-��___ 932 932 RR'o 928 91M8 20 40 926 -40 -20 6+10 G 936 8382 --- 932 3.20% 932 r 928 928 m 926 m0 20 {0 926 -40 -20 6+00 L 5+50 CROSS SECTIONS Hakanson Anderson I 2021 STREET RENEWAL PROJECT I OCHOA CT CIvl Efon Avn ana land mrwera� HERITAGE HILLS Ci7y OF OTSEGO 3601 Thunlon Ave.. An, AIInn nota 55303 763haka —4 n0FAX an—a d �'7 0520 •• , ___-��___ CROSS SECTIONS Hakanson Anderson I 2021 STREET RENEWAL PROJECT I OCHOA CT CIvl Efon Avn ana land mrwera� HERITAGE HILLS Ci7y OF OTSEGO 3601 Thunlon Ave.. An, AIInn nota 55303 763haka —4 n0FAX an—a d �'7 0520 7+50 t 7+33 7+00 6+50 i _mm_____mm 8313 938 938 -ME 936 . 932 _�-�_ 5.967 IT; ' 929 920 w0 926 20 4p 926 _40 —20 m0 926 7+33 7+00 9+50 i 6+50 i _mm_____mm 8313 938 938 ' 936 932 932 5.967 IT; ' 929 920 w0 926 20 4p 926 _40 —20 m0 926 9+50 i 9+00 2 6+00 _mm_____mm 8313 936 936 5.967 IT; ' , �Ma 928 9+00 2 6+50 6+00 _mm_____mm 8313 936 936 5.967 ' 932 832 928 6+50 CROSS SECTIONS I Xj j Hakanson Anderson I 2021 STREET RENEWAL PROJECT CIA En91n••� a lana san.yar. HERITAGE HILLS OCHOA CT 3601 Thun1•n Av., Anoka, Minna•ot• 55303 CITY OF OTSEGO 763—..h kaa• n and nan.7o0520 6+00 8313 936 936 5.967 ' 932 832 928 928 m0 926 20 926 _40 —20 CROSS SECTIONS I Xj j Hakanson Anderson I 2021 STREET RENEWAL PROJECT CIA En91n••� a lana san.yar. HERITAGE HILLS OCHOA CT 3601 Thun1•n Av., Anoka, Minna•ot• 55303 CITY OF OTSEGO 763—..h kaa• n and nan.7o0520 11+00 36 936 932 932 g 928 928 926 9 M926 -40 -20 p0 20 40 10+00 936 936 932 932 928 928 926 926 -40 _20 44. 4; 20 40 12+50 936 936 932 932 ' 928 928 926 926 -40 _20 m0 20 40 12+00 ,y 9+73 mm____mm 9363338 mmmm �. . M 932 932928926 a0 2040 926 -40 -20 12+50 936 936 932 932 ' 928 928 926 926 -40 _20 m0 20 40 12+00 ,y 11+60 936 936 ' 932 932 9300 ' 928 926 926 -40 -20 m0 20 'w 11+50 r 936 938 932 932 ' -__ 928 92B _ - -- 926 926 -40 -20 p0 20 40 CROSS SECTIONS Hakanson Anderson 2021 STREET RENEWAL PROJECT CWTI Enyln�•n and Loud Surv�yan HERITAGE HILLS OCH CT 3601763 4Y7-5860 FA%k763 �427�05205303 CITY OF OTS www.hakanson-and—n.— mm____mm oommmmom E mmmm �. . 11+60 936 936 ' 932 932 9300 ' 928 926 926 -40 -20 m0 20 'w 11+50 r 936 938 932 932 ' -__ 928 92B _ - -- 926 926 -40 -20 p0 20 40 CROSS SECTIONS Hakanson Anderson 2021 STREET RENEWAL PROJECT CWTI Enyln�•n and Loud Surv�yan HERITAGE HILLS OCH CT 3601763 4Y7-5860 FA%k763 �427�05205303 CITY OF OTS www.hakanson-and—n.— 14+00 936 936 932 932 928 92B 40 926 4--p420 928 -40 13+65 936 6292 936 932 932 - _t 3 __ o ro 928 926 m0 2a0 928 40 926 -40 -20 13+50 936 936 8285 932 932 _- _ 929 928 926 a0 20 40 926 -40 -20 13+00 936 936 932 932 ' 928 928 944420 926 40 926 -40 -20 14+80 L 14+50 L MAMMIM— MR M— Ems LM NMI mmmr�= . 14+50 L CROSS SECTIONS X13 Hakanson Anderson I 2021 STREET RENEWAL PROJECT I OCHOA CT clai En9ln..n na Baa sar+.yara HERITAGE HILLS 3601 Thurston Ave.. Anoko, Minneaata 53303 CITY OF OTSEGO ,6,-,,7-5860h kana n annd. w3on — 20 MR mmmr�= CROSS SECTIONS X13 Hakanson Anderson I 2021 STREET RENEWAL PROJECT I OCHOA CT clai En9ln..n na Baa sar+.yara HERITAGE HILLS 3601 Thurston Ave.. Anoko, Minneaata 53303 CITY OF OTSEGO ,6,-,,7-5860h kana n annd. w3on — 20 City of Otsego 2021 Street Reconstruction Project Heritage Hills ENGINEER'S COST ESTIMATE Bid Schedule ..�v__ - ruu urNul f�C� IGS Item No. Spec. Ref Description 1 2021.501 Mobilization 2 2104.503 Remove Sewer Pie Storm 3 2104.502 Rehab Concrete Structures 4 2104.505 Remove Bituminous Pavement (Driveways &Trail 5 2104.505 Remove Concrete Pavement Driveways) 6 2104.513 Remove Concrete Curb and Gutter 7 2104.513 Sawin Bituminous Pavement Full De th 8 2104.513 SawingConcrete Pavement Full Depth) 9 2104.603 Relocate Sprinkler S stem 10 11 2106.507 Subrade Excavation E 2106.507 Haul and Dis ose Excess Subrade Excavation Material I 12 2211.501 A re ate Base Class 5 Drivewa s 13 2211.506 Salva e A re ate Reclaim and Respread Onsite 14 2215.501 Full Depth Reclamation P 15 2232.501 Mill Bituminous Surface 1.5" 16 2357.502 Bituminous Material For Tack Coat 17 2360.501 T e S 9.5 Wearin Course Mixture 2,B Drivewa s 18 2360.501 T e S 9.5 Wearin Course Mixture 2,C 19 2360.502 Type Sp 12.5 Non Wear Course Mixture 2,C 20 2501.515 18" RC Pipe Apron 21 2503 18 " RC Pipe Sewer Design 3006 CI V All Depths) 22 .541 2506.502 New Storm Structure Castings and Ad'ust to Finish Grai 23 2531.503 Concrete Curb & Gutter Surmountable 24 504 6" Concrete Ped Ramps and Driveways) 2531NVD 25 uncated Domes26 $ elocate Mail Box and Su ort27 217 affic Control28 $10.00 let Protection29 2,170.00 ulverized To soil Borrow L30 CY urf Establishment H dro Seed I oial - mu at -11-u- - EstimatedTotal Estimated Quantity Unit Unit Price Extension 1 LS $20,210.00 $ 20,210.00 53 LF $10.00 $ 530.00 12 EACH $510.00 $ 6,120.00 988 SY $9.50 $ 9,386.00 201 SY $12.00 $ 2,412.00 203 LS $5.00 $ 1,015.00 987 LF $2.20 $ 2,171.40 148 LF $2.50 $ 370.00 420 LF $5.00 $ 2,100.00 217 CY $10.00 $ 2,170.00 L 109 CY $15.00 $ 1,635.00 140 TON $36.00 $ 5,040.00 970 CY $12.00 $ 11,640.00 15919 SY $1.00 $ 15,919.00 32 SY $6.50 $ 208.00 701 GAL $3.00 $ 2,103.00 163 TON $100.00 $ 16,300.00 1182 TON $77.50 $ 91,605.00 1576 TON $72.50 $ 114,260.00 2 EA $875.00 $ 1,750.00 48 LF $55.00 $ 2,640.00 les 12 EACH $685.00 $ 8,220.00 8118 LF $19.00 $ 154,242.00 2510 SF $6.25 $ 15,687.50 154 SF $50.00 $ 7,700.00 36 EA $200.00 $ 7,200.00 1 LS $4,400.00 $ 4,400.00 12 EA $115.00 $ 1,380.00 344 CY $32.00 $ 11,008.00 0.61 AC $10,000.00 $ --- 6,100.00 Total - Bid Schedule "A" - Streets $525,522 TOTAL CONSTRUCTION COST $525,522 20 % Administration, Legal, & Engineering $105,104 TOTAL ESTIMATED PROJECT COST $630,626 Page 1 of 1 S:\MunidpaM0TSEG0\392 CIP_Renewa1s\2021\&PR0JECT DEVELOPMENT\3-DESIGN\OT392-2021 EngEst CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA RESOLUTION NO: 2021-40 APPROVING PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS WHEREAS, pursuant to Resolution 2021-32 adopted by the City Council on April 12, 2021, Hakanson Anderson Associates, Inc. has prepared plans and specifications for the proposed improvement of streets within the Heritage Hills subdivision; and WHEREAS, the plans and specifications have been presented to the City Council for approval. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF OTSEGO, MINNESOTA THAT: 1. Such plans and specifications are hereby approved. 2. The City Clerk shall prepare and cause to be published on the City website and QuestCDN an advertisement for bids upon the making of such improvement under such approved plans and specifications. The advertisement shall be published for 28 days, shall specify the work to be done, shall state the bids will be received by Hakanson Anderson Associates, Inc. until 2:00 PM on June 8, 2021, at which time they will be publicly opened by Hakanson Anderson Associates, Inc., will then be tabulated, and will be considered by the City Council at 7:00 PM on June 14, 2021 in the Council Chambers (8899 Nashua Avenue NE). 1 ADOPTED by the City Council of the City of Otsego this 10th day of May, 2021. MOTION BY: SECONDED BY: IN FAVOR: OPPOSED: 2 CITY OF OTSEGO Jessica L. Stockamp, Mayor ATTEST: Audra Etzel, City Clerk