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ITEM 6.3C Resolution 13-28 LaBeauxTY OF ot 1f M1NNr=S0TA Request for City Council Action DEPARTMENT INFORMATION ORIGINATING DEPARTMENT: REQUESTOR: MEET(NG DATE: Public Works Ron Wagner, City Engineer May 131h 2013 PRESENTER(s): REVIEWED BY: ITEM #: Ron Wagner, City Engineer Lori Johnson, City Administrator .3 C AGENDA ITEM DETAILS RECOMMENDATION: Staff recommends Approval of Plans and Specifications for the LaBeaux Avenue Improvement Project and Authorizing Ad for Bids. ARE YOU SEEKING APPROVAL OF A CONTRACT? ISA PUBLIC HEARING REQUIRED? No No BACKGROUNDMUSTIFICATION: As per council direction, we have assembled plans and specs and an engineer's estimate of cost of the LaBeaux Avenue Improvement Project. Once bids are obtained on June 3,d, council will review the bids on June 1011 . An assessment hearing is proposed to be held on June 24th to determine if the project will be awarded and set the assessment amount. The City has an appraiser determining an appropriate offer for the purchase of a portion of Mr. Slaviks land for the purpose of constructing a cul-de-sac at the southern end of the project. Also, during design, it was determined the City right of way does not encompass the eastern ditch along LaBeaux Avenue. Drainage and utility easements will need to be obtained for most properties in order to replace driveway culverts and regrade the ditch to drain. Sense this portion of the work is not assessed and is paid for by the Otsego Creek fund we would hope to obtain these easements at no cost. The regrading of the ditch is necessary to minimize future frost boil issues with the street. SUPPORTING DOCUMENTS: ATTACHED X NONE 0 Plans and Specifications for the LaBeaux Avenue Improvement Project 0 Exhibit showing existing Right of Way and proposed D & U Easement Motion: Motion to Approve Resolution Approving Plans and Specifications for the LaBeaux Avenue Improvement Project and Authorizing Ad for Bids. BUDGET INFORMATION FUNDING: BUDGETED: x YES Assessment o NO Otsego Creek Fund ACTION TAKEN o APPROVED AS REQUESTED o DENIED oTABLED u OTHER (List changes) COMMENTS: RESOLUTION No. 2013128 RESOLUTION LUTION APPROVIN PLANS AND SPECIFICATIONS D ORDERING ING ADVEI TISEI ENT FOR BIDS WHEREAS, pursuant to a resolution passed by the council on March 11, 2013, Hakanson Anderson has prepared plans and specifications for the Improvement of LaBeaux Avenue from 75 street to Both Street and has presented such plans and specifications to the council for approval; NOW THEREFORE, E, BE 1T RESOLVED B THE CITY COUNCIL of OTSEGO MINNESOTA: I. such plans and specifications, dated May 13, 2013, a copy of which is attached hereto and made a part hereof, are hereby approved. . The City Clerk shall prepare and cause to be inserted in the official paper and in the Finance and Commerce, an advertisement for bids upon the raking of such improvement under such approved plans and specifications. The advertisement for bids shall specify the work to be done, shall Mate that bids will be opened at 1:00 p.m. on ,June 3, 2013, in the council chambers of the city Dell, 13400 90th street NE, Otsego, MN 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 council this 13 th day of May 2013. Motioned By: Seconded By: All in Favor: Those opposed; Jessie Stockarnp, Mayor Terni Loff, Clerk IX. ESTIMATED PROJECT COST Included in this report is a detailed estimate of construction costs for the street improvements. The costs quoted herein are estimates only and are not guaranteed prices. The quantities are estimates also. The contractor will be paid only for work completed. The cost estimates are based on previous projects costs. On the following page are the cost estimate tables for both proposed typical sections. Table I estimates the cost for the paved rural section. Table 11 City of Otsego LaBeaux Avenue NE Preliminary Cost Estimate Rural Section Bid Schedule "A" - Streets Item No. I Description Estimated Quantity Unit Price Extension 1 Mobilization 1 LS $4,000.00 $4,000 2 Muck Excavation (E\0 500 CY $10.00 $5,000 3 Select Borrow (P) 650 CY $7.50 $4,875 4 Class 5 Aggregate Base (100% Crushed) 1,140 TON $15.00 $17,100 5 Tyype LV3 Non -Wearing Course Mixture (B) 710 TON $60-00 $42,600 6 Type LV4 Wearing Course Mixture (13) 530 TON $65.00 $34,450 7 Bituminous Material For Tack Coat 320 GAL $3.00 $960 8 Class 2 Aggregate Shouldering 200 TON $20.00 $4,000 9 Traffic Control 1 LS $500,00 $500 10 Right of Way 0.29 ACRE $15,000.00 $4,350 11 Salvage and Reinstall Street Sign 8 EACH $50.00 $400 Total - Bid Schedule "A" Bid Schedule "B" - Storm Sewer $118,236 Item No. Description Estimated Quantity Unit Price Extension 12 Common Excavation (P) 1,000 CY $4.00 $4,000 13 Salvage Topsoil To Stockpile (C\, 2,000 CY $4.00 $8,000 14 Salvage Topsoil From Stockpile (L10 2,000 CY $4.00 $8,000 15 Seeding - Type Ditch 2.1 ACRE $500.00 $1,050 16 Seeding - Type Lawn Restoration 0.6 ACRE $11250.00 $750 17 Commercial Fertilizer, 10-10-10 540 LBS $0.50 $270 18 Mulch Material Type 1 2.20 TON $250.00 $550 19 18" CMP Culvert 100 LF $25.00 $2,500 20 18" CMP Apron 6 EACH $150.00 $900 21 15" CMP Culvert 400 L $20.00 $8,000 22 15" CMP Apron 26 EACH $130.00 $2,600 Total - Bid Schedule "B" 0 Total - Bid Schedules "A" & "B" Overhead & Contingency (20%) Total Project Cost I tte I 0�e h� $36,620 ��,b�1 $164,856 $30,971 $18528.26 Vill. PRELIMINARY PROJECT SCHEDULE The preliminary project schedule for the street improvements for LaBeaux Avenue - Table I City of Otsego LaBeaux Avenue Preliminary Project Schedule 41 411 11K] 1 City Council Receives Feasibility Report December 10 and Schedules Public Hearing 2. City Council Holds Public Hearing for February 25* Improvement Project 3, City Council Orders Project and Authorizes Engineer to Prepare Plans March 11 and Specifications or Discontinues Process 4. Engineer Submits Plans for City Council Approval and Receives Authorization to May 13* Advertise for bid 5. Bids Due June 3* 6. City Council Reviews Bids June 10* 7. City Council Holds Assessment Hearing and Adopts Assessment Roll and ER Star June 24" - Considers Award of Contract if No Appeals or Discontinues Process 8. City Council Considers Award of Publish 8t' & 15" Contract if Appeal or Discontinues Send letters prior June 24* Process to 14th 9. Contractor Begins Construction July* 10. Contractor Completes Construction September* *Adjusted dates. '41 ENGINEER'S ESTIMATE LABEAUX AVENUE IMPROVEMENTS CITY OF OTSEGO PROJECT #13-03 Schedule "A"- Road Construction ITEM NO. DESCRIPTION UNIT TOTAL ESTIMATED QUANTITY UNIT COST TOTAL ESTIMATED COST 1 MOBILIZATION LUMP SUM 0,2 $5,000.00 $1,000.00 2 REMOVE BITUMINOUS PAVEMENT SO YD 682 $2.00 $1,364.00 3 SAWING B I TUM I NOU 8 PAVEMENT (FULL DEPTH} LIN FT 194 $3.00 $582.00 4 SELECT BORROW (LV) - PIT RUN CU YD 335 $10,00 $3,350.00 5 SUBGRADE PREPARATION ROAD STA 37 $1 00.00 $3,700.00 6 AGGREGATE BASE CLASS 5 TON 1,276 $15.00 $19,140.00 7 AGGREGATE SHOULDERING CLASS 2 TON 178 $20.00 $3,560.00 8 MILL BITUMINOUS SURFACE (2") SQ YD 31 $5.00 $155.00 9 BITUMINOUS MATERIAL FOR TACK COAT GALLONS 370 $3.50 $1,295.00 10 TYPE LV4 WEARING COURSE MIXTURE (B) LIN FT 900 $60,00 $54,000,00 11 TYPE LV3 NON WEARING COURSE MIXTURE (B) -TON TON 672 $55.00 $36,960,00 12 TRAFFIC CONTROL LUMP SUM 1 $1,500,00 $1,500,00 SCHEDULE "A" - ROAD CONSTRUCTION ESTIMATED TOTAL COST $ 126,606.00 Schedule "B" - Storm Sewer Construction ITEM NO. DESCRIPTION UNIT TOTAL ESTIMATED QUANTITY UNIT COST TOTAL ESTIMATED COST 13 MOBILIZATION LUMP SUM 0.8 $5,000.00 $4,000.00 14 REMOVE METAL CULVERTS LIN FT 440 $5.00 $2,200.00 15 REMOVE PLASTIC CULVERTS LIN FT 25 $5.00 $125,00 16 REMOVE CONCRETE WALL SQ YD 1 $50.00 $50.00 17 REMOVE CONCRETE APRON EACH 2 $25.00 $50.00 18 REMOVE METAL APRON EACH 22 $10.00 $220.00 19 REMOVE PLASTIC APRON EACH 2 $10.00 $20.00 20 REMOVE SIGN TYPE 0 EACH 8 $25.00 $200.00 21 SALVAGE BOULDER WALL LIN FT 29 $%oo $290.00 22 SALVAGE FENCE LIN FT 20 $10 00 $200.00 23 SALVAGE CONCRETE PIPE STORM SEWER LIN FT 68 $20.00 $1,360.00 24 SALVAGE SIGN EACH 1 $10.00 $10.00 25 SALVAGE MAIL BOX AND SUPPORT EACH 19 $25.00 $475.00 26 SALVAGE CONCRETE APRON EACH 2 $100.00 $200.00 27 COMMON EXCAVATION (P) CU YD 1.310 $5.00 $6,550-00 28 HALL & STO C KP I LE EXCESS MATERIAL (EV) CUYD 795 $10.00 $7,950,00 29 15" CM PIPE APRON EACH 22 $200.00 $4,400.00 30 15" RC PIPE CULVERT DESIGN 3006 CLASS V LIN FT 68 $25.00 $1,700.00 31 INSTALL SALVAGED 1 8'RC PIPE CULVERT LIN FT 64 $20,00 $1,280.00 32 15" RC APRON EACH 4 $250-00 $1,000.00 33 INSTALL SALVAGED CONCRETE APRON EACH 2 $100.00 $200.00 34 15" CM PIPE CULVERT LIN FT 257 $20.00 $5,140.00 35 INSTALL MAIL BOX AND SUPPORT EACH 19 $20.00 $380,00 36 INSTALL LANDSCAPE ROCK SQ YD 1 $25.00 $25,00 37 INSTALL SALVAGED SIGN EACH 1 $25.00 $25.00 38 SILT FENCE, TYPE MACHINE SLICED LIN FT 425 $3.50 $1,487-50 39 SEEDING ACRE 2.4 $3,000.00 $7,200.00 40 SEED MIXTURE 250 POUND 75 $3.50 $262.50 41 SEED MIXTURE 270 POUND 168 $672.00 42 MULCH MATERIAL TYPE 1 TON 5 -$4,00 $125.00 $625,00 4� 3 IFERTILIZER TYPE 3 POUND 720 $1.00 $720.00 SCHEDULE "B" - STORM SEWER CONSTRUCTION ESTIMATED TOTAL COST $ 49,017.00 TOTAL ESTIMATED COST $ 176,623.00 Q co V) �r C g "r c� v 0 rn s CL ME J li OL C3 co �C> CL?I o v Q LABEAUX AVENUE IMPROVEMENTS CONSTRUCTION PLANS FOR SHAPE AND PAVE PROJECT CIN OF OTSEGO PROJECT #13-03 Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427--052.0 I BCO 0 600 1200 SCALE IN FEET PROJECT LOCATION %-,i i i yr W I ,--.)F-UPW WRIGHT O U TY, MINNESOTA GOVERNINGSPECIFICATIONS THE 2005 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL APPLY. ALL FEDERAL, STATE AND LOCAL LAWS, REGULATIONS, AND ORDINANCES SHALL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. WORK SHALL CONFORM TO THE STANDARD UTILITY SPECIFICATIONS AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA, 1999 REVISION. ALL TRAFFIC CONTROL. DEVICES AND SIGNING SHALL CONFORM TO THE PIN MUTCH INCLUDING THE 2007 TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS FIELD MANUAL. ALL REQUIREMENTS OF THE PROJECT MANUAL FOR LASEALIX AVENUE IMPROVEMENTS DATED 5/13/13 (CITY PROJECT NO. 13-03). SHEET INDEX THIS PLAN CONTAINS 38 SHEETS SHEET NiO. D1:SCRIPTIQN 1 TITLE SHEET 2 ESTIMATED QUANTITIES 3 TYPICAL SECTIONS 4 DETAILS 5-7 REMOVAL PLAN! 8--10 TRAFFIC CONTROL PLAN 11-13 STREET CONSTRUCTION PLAN 14-16 DITCH do CULVERT PROFILES 17 STREET CULVERT PROFILES 18-20 EROSION CONTROL PLANT 21-23 SIGNAGE PLAN 24-38 CROSS SECTIONS THE SUBSURFACE UTILITY INFORMATION! IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 3B--02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." SEE SPECIFICATIONS. I hereby certify that ibis/plan, specIfIcailon, or report was prepared by retie or under my dire t supervlslon and that I am a duly Licensed Professional Engine u dor the Laws of the State of Mlnnesata. 26052 DATE 5/8,13 RO�NAL J. A ER, P.Je. LIC. NO. OTSEGO C NGINEXX J DATE I REVISION SHEET 1 OF 38 SHEETS OT389 ESTIMATED QUANTITIES Schedule "A'- Road ITEM NO. DESCRIPTION UNIT TOTAL ESTIMATED QUANTITY 1 MOBILIZAT10N LUMP SUM 0.2 2 REMOVE BITUMINOUS PAVEMENT SQ YD 68 3 SAWING BlTUhrMINOUS PAVEMENT (FULL DEPTH) LIN FT 1.94 4 SELECT BORROW (LV) - PIT RUN CU YD 335 5 SUBGRADE PREPARATION ROAD STA 37 6 AGGREGATE BASE CLASS 5 TON 1,276 10 AGGREGATE SHOULDERING CLASS 2 TON 178 8 DILL BITUMINOUS SURFACE 2" SQ YD 31 9 JBITUMINOUS MATERIAL FOR TACK COAT GALLONS 370 10 TYPE LV4 WEARING COURSE MIXTURE '(B) TOS! 900 11 TYRE LV3 NON WEARING COURSE MIXTURE (B) TON 672 12 TRAFFIC CONTROL. LUMP SUM 1 Schedule '*B - Storm Sewer Construction ITEM NO. DESCRIPTION UNIT TOTAL ES71MATED QUANTITY 13 MOBILIZATION LUMP SUM 0.8 14 REMOVE METAL CULVERTS LIN FT 440 15 REMOVE PLASTIC CULVERTS LIN FT 25 16 REMOVE CONCRETE WALL SQ `a`D 1 17 REMOVE CONCRETE APRON EACH 2 18 REMOVE METAL APRON! EACH 22 10 REMOVE PLASTIC APRON EACH 2 20 REMOVE SIGN TYPE C EACH 8 21 SALVAGE BOULDER WALL LIN FT 20 22 SALVAGE FENCE LIN FT 20 23 SALVAGE CONCRETE PIPE STORM SEWER LIN FT 68 24 SALVAGE SIGN EACH 1 25 SALVAGE MAIL BO AND SUPPORT EACH 19 2+6 SALVAGE CONCRETE APRON EACH 2 27 COMMON EXCAVATION (P) CU `E'D 1,310 28 HAUL & STOCKPILE EXCESS MATERIAL (EV) CU YD 795 29 15" CM PIPE APRON EACH 22 30 15" RC PIPE CULVERT DESIGN 3006 CUSS V LIN FT 68 31 INSTALL SALVAGED 18 RC PIPE CULVERT LIN FT 64 32 15" RC APRON EACH 4 33 INSTALL SALVAGED CONCRETE APRON EACH 2 34 '15" CM PIPE CULVERT LIN FT 257 35 INSTALL MAIL BOXAND SUPPORT EACH 19 36 INSTALL LANDSCAPE ROCK.. SQ YD 1 37 INSTALL SALVAGED SIGN EACH 1 38 SILT FENCE, TYPE MACHINE SLICED LIN FT 425 39 SEEDING ACRE 2.4 40 SEED MARE 250 POUND 75 41 SEED MIXTURE 270 POUND 168 42 MULCH MATERIAL TYPE 1 TOM 5 [-�3FERTILIZER TYPE 3 POUND 720 BASIS OF ESTIMATED QUANTITIES I hereby certify that this pion, specifieQiion. or report arae prepared by me at under my diracl � duly Llcar�sed Prot�aslvnal Engineneerer Tsian and that I nounder- the laws of the Surto of Minnesota. Date 5/8Z13 Llc. No. 26052 Aggregate Base Class 15DC Ibs/yd 2/in Bituminous Pavement 1 101bs/yid 2/in Bituminous Material for Tack Coat 0.05 Gal,/yd2 Seed Mixture 250 75 lbs/acre Seed Mixture 270 120 lbs/acre Mulch Material Type 1 2 Tons acre Fertilizer Type 3 22-5-10 300 lbs/acre DATE REVISION I hereby certify that this pion, specifieQiion. or report arae prepared by me at under my diracl � duly Llcar�sed Prot�aslvnal Engineneerer Tsian and that I nounder- the laws of the Surto of Minnesota. Date 5/8Z13 Llc. No. 26052 Dip M, F?JW H+a anso n Anderson Civil Englnears and Land Surveyors 3641 Thurston Ave., Anoka, Minnesota 55303 763--427--5860 FAX 763-427---0520 www.hoa—Ine.com LABEA X AVENUE STREET & DRAINAGE IMPROVEMENTS OVEMENT ESTIMATED QU ANTITE CITY OF OTSEGO. MINNESOTA SHEET 2m OF 38 SHEET$ t N .SAP RJ OT389 TYPICAL SECTION LABEAUX AVENUE STA 10+00 TO 13+00 NO SCALE I VM" I E'S VARIES VARIES 1 s CLASS 2 1' CLASS 2 AGGREGATE2% AGGREGATE 2i' 2% SHOULDER R SHOULDER IP 1 .... 2" TYPE LV4 BITUMINOUS WEAR COURSE LVWE45030B) TACK COAT 1.5" TYPE LV3 BITUMINOUS NON WEAR COURSE LV'335030B) 3" AVG. CLASS 5 MATERIAL FOR SHAPING Q TYPICAL. SECTION CUL—DE—SAC TO STA 10+00 NO SCALE PROPOSED GROUND 11' V CLASS 2 EXISTING AGGREGATE 12% GROUND 2 SHOULDER ' DITCH ............ .........BOTTOM 4-1 -2" TYPE LV4 BITUMINOUS WEAR COURSE (LVWE450308 -TACK COAT -1.5" TYPE LV3 BITUMINOUS NON WEAR COURSE LV`3350308) TYPICAL SECTION K"2_� LABEAUX AVENUE STA 13+00 TO 36+00 NO SCALE CUL—DE—SAC DETAIL NO SCALE REFERENCE NOTES: Q AGGREGATE BASE SHALL BE S" THICK IN 'PLACES WHERE NO GRAVEL WAS IN PLACE PRIOR TO START OF' CONSTRUCTION OR WHERE MUCK EXCAVATION IS REQUIRED. DATE REVISION I hereby certify that thTs plan, apecl#Tcation, or report was arepa d by ma or under my dTraof s upe rvlstt�n and that I om � duf�r f•3c+enaed t'ratessTonaT E Tnesr under the lawnof fhe S1afa afUTnn s .. Date L1c. No. 26052 QEF; RJB, ry r��+ H a a I 1 s o n Anderson CIY11 Engineers and Land Se�r�€ears 3601 Thurston Ave., Anoka, Minnesota 55303 753-427-5860 FAX 763-427-0520 www.haa—Inc.corn L.ABEAUX A'S'E UE STREET DRAINAGE IMPROVEMENTS ��* r{� T t PIC L SECTIONS CITY OF dTSEGO, IIFlNESC}TA SHEET x S a 24' PROPOSED 24' > RJB+' GROUND EXISTING GROUNDS 11' 11' EXISTING it, GROUND 1' GLASS 2 EXISTING 1' CLASS 2GROUND' ACsGREGA7E �� 1 CLASS 2 AGGREGATE 2% SHOULDER AGGREGATE % 2 SHOULDER - 4.-1 DITCH 2X SHOULDER SH.:OULD€R .....: . �:iBOTTOM v ..... _ -- ..................... 2" TYPE LV4 BITUMiNOUS WEAR COURSE � BOTTOM f .....................::......::.o:. .....-.:....:.. ::....................... : 3'TDtTCH PROPOSED (LVWIy4503013) PROPOSED BOTTOM GROUND TACK COAT GROUND 1.5" TYPE L1V3 BITUMINOUS NON WEAR COURSE (LV335030B) 3" AVG. CLASS 5 MATERIAL FOR SHAPING TYPICAL SECTION LABEAUX AVENUE STA 10+00 TO 13+00 NO SCALE I VM" I E'S VARIES VARIES 1 s CLASS 2 1' CLASS 2 AGGREGATE2% AGGREGATE 2i' 2% SHOULDER R SHOULDER IP 1 .... 2" TYPE LV4 BITUMINOUS WEAR COURSE LVWE45030B) TACK COAT 1.5" TYPE LV3 BITUMINOUS NON WEAR COURSE LV'335030B) 3" AVG. CLASS 5 MATERIAL FOR SHAPING Q TYPICAL. SECTION CUL—DE—SAC TO STA 10+00 NO SCALE PROPOSED GROUND 11' V CLASS 2 EXISTING AGGREGATE 12% GROUND 2 SHOULDER ' DITCH ............ .........BOTTOM 4-1 -2" TYPE LV4 BITUMINOUS WEAR COURSE (LVWE450308 -TACK COAT -1.5" TYPE LV3 BITUMINOUS NON WEAR COURSE LV`3350308) TYPICAL SECTION K"2_� LABEAUX AVENUE STA 13+00 TO 36+00 NO SCALE CUL—DE—SAC DETAIL NO SCALE REFERENCE NOTES: Q AGGREGATE BASE SHALL BE S" THICK IN 'PLACES WHERE NO GRAVEL WAS IN PLACE PRIOR TO START OF' CONSTRUCTION OR WHERE MUCK EXCAVATION IS REQUIRED. DATE REVISION I hereby certify that thTs plan, apecl#Tcation, or report was arepa d by ma or under my dTraof s upe rvlstt�n and that I om � duf�r f•3c+enaed t'ratessTonaT E Tnesr under the lawnof fhe S1afa afUTnn s .. Date L1c. No. 26052 QEF; RJB, ry r��+ H a a I 1 s o n Anderson CIY11 Engineers and Land Se�r�€ears 3601 Thurston Ave., Anoka, Minnesota 55303 753-427-5860 FAX 763-427-0520 www.haa—Inc.corn L.ABEAUX A'S'E UE STREET DRAINAGE IMPROVEMENTS ��* r{� T t PIC L SECTIONS CITY OF dTSEGO, IIFlNESC}TA SHEET x S I Iia ,IAP > RJB+' OT389 6" TO 12' �F�IHr 24Y. 41:N. 36' SUPPORT POST SHALL CLEARANCE BE NO LARGER TF{AH WIDTH 2- A 4"X4" WOOD POST OR SEE STO PLATE 901 PAVrD PULLOUT GRAVEL SHOULDER SECTION ECTy N + L Lj NOM I- SUPPORT POST SHALL BE W LAW'ER TRAN A 411X4" WAD POST OR 2- OLL STEEL/ALUWIRUM POST. SUPPORT POSTS SHALL BURIED 24- DEEP. 2. "LBOXES AMD NEWS RECEPTACLES SRALL BE POST71"ER APPROVEO. *3. A WJli VU%i 36' CL AUNCE FROW THE GROU O MUST BE UM.HTA114ED FOR SWN REVEIYAL, C(FY WILL NOT REPLACE DAWADES CAUSED BY SHOW REWOYAL IF 35' OF CLFARANIGE IS NOT PROY*ED. 4. roR USE ALONG LOW SPEED ROUTES (351 UPH OR LESS, SEE STD FIATE 901 FOR HIGHER SPEED >• 00ES). � MAILBOX DETAIL 4 NO SCALE TEMPORARY CUL DE SAC ROAD WILL BE EXTENDED IN FUTURE NOTES: WRITE LETTERING ON GREEN BACKGROUND THIS SIGN SHALL BE PLACED ON A TYPE III BARRICADE AT THE ENI] OF DEAD END STREET OR AS A STAND ALONE SIGN AT THE END OF A TEMPORARY CUL -0E -SAC K_2_"'-\TEMP0RARYCUL-DE-SAC SIGN 4 NO SCALE 30" ,Lz?sCa, C [a }-P7 iti Y.STI=::L ��5 L` S'�rGylE DRIVEWAY E7 fti.C+[s. Cr 3C 13 VARIES 2-r+tt LS INC CS L-1 &L LS ]ILv w: -s 1<L Ir I°+Q•f-s ® 2 FT. BITUMINOUS T3 A7E5 -�.�- "SF�lr -------------�----- 11.5 15.1 19.5 22.5 21.1 7z_C :2.0 C _i +c •7.0 E7+C 71,E 21-C tE.0 7[4.13 1111C 123.0 131.E 1afi-fi 141.4 IST.�C 3: 1., s •s 3 -moi 3-T1F 3 Iii ; 4 a -:.n ■ Pfi a -,,E a-3+; 5. S 5. 15 _"d4 ;ti1d :=:ld 5-1'i 5-.1d S":1d 11_;;5 3 6' VAX. 5 assn S 5-S1a 5-1Yi 5-7iz S-1 r' S -91d 6 t-314 T -led T -71j 7-1 ft 7-1t2 E . E L C G a 11 v a' 21r,5 2-519 t-Sr•G F-114 3-Sda 1 1a i-21# -1 '--312 ✓f.1,1 7--` 3` 7.71# 113 113 0 4 G 0 i a. 4 G z 2 1 !=_1s 2 S l ] #-]fF Y-Tf6 E -1•L >' o C C C e % 0 1 1 1 1 1 1 1 1 1 1-�L F-�G #- S 4_iI1 i t-SIiL x-7rac 1-3�.4 I-S1ii I-3 F'i 1-]r-# 1-11'11 7-1 f5 vim, 1 FT. Ca&? CS.,S.t M42 r_:w r-_Iu r__c 0.:62 C -'.#F C."41 +L,3T 0---6T +L--�7 'L"_3T R'3T C�9T CL y>r1 CLC53 CL. 9.3 r -n;3 O_r51 CLr3o AGGREGATE Min I SHOULDER Lz cs 5.5'r ILL uh tk A 11,I . •'• -•- !-7 LLL 1.11I r••• t3 - x; xr I'iUdJBER 6" TO 12' �F�IHr 24Y. 41:N. 36' SUPPORT POST SHALL CLEARANCE BE NO LARGER TF{AH WIDTH 2- A 4"X4" WOOD POST OR SEE STO PLATE 901 PAVrD PULLOUT GRAVEL SHOULDER SECTION ECTy N + L Lj NOM I- SUPPORT POST SHALL BE W LAW'ER TRAN A 411X4" WAD POST OR 2- OLL STEEL/ALUWIRUM POST. SUPPORT POSTS SHALL BURIED 24- DEEP. 2. "LBOXES AMD NEWS RECEPTACLES SRALL BE POST71"ER APPROVEO. *3. A WJli VU%i 36' CL AUNCE FROW THE GROU O MUST BE UM.HTA114ED FOR SWN REVEIYAL, C(FY WILL NOT REPLACE DAWADES CAUSED BY SHOW REWOYAL IF 35' OF CLFARANIGE IS NOT PROY*ED. 4. roR USE ALONG LOW SPEED ROUTES (351 UPH OR LESS, SEE STD FIATE 901 FOR HIGHER SPEED >• 00ES). � MAILBOX DETAIL 4 NO SCALE TEMPORARY CUL DE SAC ROAD WILL BE EXTENDED IN FUTURE NOTES: WRITE LETTERING ON GREEN BACKGROUND THIS SIGN SHALL BE PLACED ON A TYPE III BARRICADE AT THE ENI] OF DEAD END STREET OR AS A STAND ALONE SIGN AT THE END OF A TEMPORARY CUL -0E -SAC K_2_"'-\TEMP0RARYCUL-DE-SAC SIGN 4 NO SCALE 30" ,Lz?sCa, C [a }-P7 iti Y.STI=::L ��5 L` S'�rGylE 7._FV_ rX ,6: :.S tL_ I•s• I 1k�,ES E7 fti.C+[s. 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I O,r '2 Lfn40T 2573 VACHINE SLICED OR - PREASSEMBLED MIN. 2 1 2' ROVE GROAJNID OPTION AS APPROVED BY THE CfTY 1=IL#OINLI=IR. S'X6' EARTH FILL it FENCE MATERIAL 6'* APRON S' POSTS - S' WAX. ON CENTER UINIVUM 2' PENETRATION REF. Mn'DOT 3886 SILT FFN'CE NO SCALE r TY @r STANDARD PLATE NO. F �1 r " 501 3 -IG -OJ ELI FI><#9iA 5LE rRY7_VcaL. 4r�FODC CF F'1ai T7l, FEMME EI C T UL _ r 32 •,RC'L%O F;PE FLEE-xxa-r i.' AS FSP_E-Eo I7 �-CCJCE }CCEFT43_E SC.wT .- 1 T1 SULT TIE { ec+E 1< rhe d 7G' lig Fr{ L KXf • 7 LG71�rY QSS }i Yl 117F OPT1074.L RECESS DETAIL I 11 I tIY]3,! 1 1�r- 1CiLl �I LR� SI :X:G C1_ E�''E Ct JL 31,�RE C�4'#fGTt6H TIE [O - Es 3/d' a1<.. JZ _ Q srr LrLTLTLs aw TSc L o 7-V5.#aECF L.] C•'1 5r_T %4 MreLLe4T C1- rJr FY# trot N-IOTES: ', r 1 r-••r••,'•.,-a"•+y - ••. r. ••.h I +• I`C47.{C.c, CJL%14'S, F; -IE TSE1 S-Atk LIE F✓C4'-_qE4 • r• *• FCR +1_L JC'k'rS LPM55 CTf-P§iV_ V%E[F;E:.0 M T -C "• • r. "- ♦r `. a 1•Ld%t " r% T -C +&Krld� FF,r 37343 - * •"" • • reo C7NE7STC ErrP-% 12 T -i T.75EC E}o S[£TI]•S • 1LtiGLLC'4 k'•tiV 7 Cr A Fitt. r 1'C kIYQC I. r L7.L t Fifa' YZ•41 WL. .-S F'+!7 FIS -EAS O.W %01 1tfr'- L] SS 7+S. _{ C€ 7TL .s F% 2T•' 09 LOSS h r 4WEIM si 001JI-E CO�4A.'CTI{A 71C t, BELL P1'1'C tA?-M'I-WN 2d'. 7FES, LL•T !E 1,se.ETf1D rKV 1-C ,d'OE. t- I_ d. es+ i 3 -I:, -•IG FSC TOE P -r -S S -J41. M {I_NrA% Til IS PIN SFEE-nU dl 1 Sfd la,9L£ 3 Fti9EA IFS --Ki L.IQ C iFKG T% ki, +1+"FFJ,SP ZPC 7---r 4F'LY F'JJT.,C F+tinY 147711 rsi�'tlSLr[ thT f6X a:=Ya^,ta Fu3T MATi.3 rr "_.Z-MTE r ---E 31-15 15 t[1u71U5 [ifc-F_,cca.LLT &T :-v2° fl -p r�.rf.r•r,,>Ct�t =LL-.. ,.i. 1 FXC w3Trrc.LLf, C*..ILER;la Si: TIS ■ Ck i_-Q0XtS LIS'. II EEL t�L crrc2!�r TV %RE t. 3M4 ea [a_.e. 7;5 I9 K L3L0 CI&T 120 1 -ICY iFPT SEC1D=13 x u v 4zT�ir # JEYls 6 TtXIA-%LCT rSl P-3-LI.6 5CCt1,'%5 T:t'. -Y (D 73• F4t3 TwIE,CS T• A__L. FFn"T TE TraE WME OF F7i --+•i1--'}+-- Ea -F -A STS Fi" LICIPT 15 k]TCR 74 R.lRS. fi{C t■IIA L 1LT CICO EI CR,Y-Frl�. a ECr_�LCD TY F -n] TEa.:S q FE, Cf IK{111315 Fir rr'E 1f 4io:.7 ►S C+7 TOE PASS SML E3#S'M+.4 T#JA,• C1)TL ."x•55 t Rr:'3 Sexy F-�,xCr TS RL-i-i+>t rr etc +E- a11.0" FI -E .S %LLT., LC FLIaJ1 E LE -TAIL C ]t TF1 tr FA --E CC7 C[TIC4 CF.,z ST=EaM- L,1•=3sT� yaT ;. �a. # IF r�'ca ra 3'd'r� as a 3' '# ' - a fHTERSECTIU*15 1 7 • ' 4 0 'c via o'.3r�131�u ' : ��I{ IIx d`r t*` d i ? IY1 �.ss 1�l I I I Id'm r='�dc toc3 a r d. 10. :x• �',�:d'�-�'�- �'a' I + d = c did = d � � I I I 11 I F I I a'�` -o o_ I v� +� = _�`3uE El �,` L2 i aWE '!f M_ msµ d uI 1CAI �d r o s z ld _ • S} _ ' "s I I r I 1 1 1 1 to J�-4 •I� o� Il -I J' S -' I _ I 2'..V 5?a �Illhll�lllll e r S53r�-i '�. '* •V� ;- �`� � I'w 'y T4 .LI71r. � i�,FJ- �- r - `ti ill ti til � $ Iy i; - �. a a + •f � � cy xY� IST o � � 41 40_k:1 I _2 �N-T■ '' ��F.+ - riv© i ISI � � �, 4s; lad F �. •' '�„ i Ial.� BIS t9 K Arp. 33.91,$9 STATE C7' 1!NNZS]Tfi SPCCF1:AT[C'1 L3EPI7TV-7rT C+ T?.LtiS�.ir�T:GA FL{ERE14E REINFORCED CONCRETE PIPE 25.3 STR4'L:t=] 1'iatE e>rm Fx+:sEo - - - B PALL F..i 3DOOL i OF a Lfn40T 2573 VACHINE SLICED OR - PREASSEMBLED MIN. 2 1 2' ROVE GROAJNID OPTION AS APPROVED BY THE CfTY 1=IL#OINLI=IR. S'X6' EARTH FILL it FENCE MATERIAL 6'* APRON S' POSTS - S' WAX. ON CENTER UINIVUM 2' PENETRATION REF. Mn'DOT 3886 SILT FFN'CE NO SCALE r TY @r STANDARD PLATE NO. F �1 r " 501 3 -IG -OJ ELI FI><#9iA STREET S1014S BRACKETS16^ AS DIRECTE BY ENGINEER SECONDARY SIGi'l r� z Lull" I 79 :.1 iPOST SHALL 8E PLACED IN A 42- DIA. X 2' DEEP HOLE FILLED WITH CONCRETE FURNISH AND INSTALL NEW SIGNS SIGN COLOR 51ZC COMMENTSR t -1 WHITE NOTES: LI POSTS SRALL BE CYNO! iCAL TUBE STEEL POSTS, THE POST SHALL BE 12' LONO. WITH 2-3115' OD. 12 GAUGE COLO ROLLED O14LVAN INE STEEL MELTING ISTII A-44-6 GRADE X. S!GN BASE IUTERrAL SHALL BE kLU1RfJhUM. THE STREET I E SANS SHALL 8E NOYCHEI) AXO WMNTZO IN AN E4-50 BRACKET AND PLACED A90YE THE STOP SIC4. H-101-1 STREET RAME WGNS SHALL RAVE H-101-1INTENSfTY PFJSWATIC RETROREF'LECrWE SHEETING R(ASTU TYPE IV).#AD STOP S1ONS SHALL KAVE IMAIA NO GE VIP REtROREFLECTiYE SHEETING (A5Tw TYPE D€). SIGNS A-140 INSTALLAT10N OF SIGNS SHALL BE IN ACCORDANCE W11 -H T14E SI 'WlNNESOTA ANUAL ON UN.FORRU TRAFFIC CONTROL OMCES' STOP SIGN ANQ ;5TREET NAME SIGN _QLIA1 NO scku �•,ots STANDARD PLATE NO.IFLYaLIJ r¢ff j & 805 >�1I>rx>r�larw NUk1BER STc�r� ON REO 30% �o' PET" �� y#F�RE 6' PLATES LOCAL TO ILt}CAL STREETS {}!x fIREEH 9' PLATEL2 I S ALL OTHER s f I Tup 11IE1[ C S rtt r F TSr� Ste£ Cti.., 2 ICF r L�c1_'[ �[ ,V ,t2 ..,I 11' a 2-3-11 CtlJ' ,•_.ICF `£ i_f•_IrL a HG _ P !,-t F.] -G- Os.-L;_p � � �•" , � .4:,,�� - #lea _ ----------------------- L 5h>} YTER SI£=� y1Ew CEStCA 0-S1I04 hi11 1 1r5 Ss CrIES S .. 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R fi-r 3:43 rC'1 dri1=S- L`F'.TG cEFT_ 13. 2-4-C.0 STATE W 5FC{IF]sd33i+ :TL,C'Le{ L{fa:7T61fwT OF T31ti*.F39TF*1"1'1 €CF€S_kE F_alS 7.'1 Fr,L� PFtFCA5T C�11uRETE SAFETY 14r''ROkd :s=• 3022C r TE51N {FTTCy 1,P!_ 17 L OF 5LE rRY7_VcaL. 4r�FODC CF F'1ai T7l, FEMME EI C T UL _ r 32 •,RC'L%O F;PE FLEE-xxa-r i.' AS FSP_E-Eo I7 �-CCJCE }CCEFT43_E SC.wT .- 1 T1 SULT TIE { ec+E 1< rhe 7G' lig Fr{ L KXf • 7 LG71�rY QSS }i Yl 117F OPT1074.L RECESS DETAIL FE•f_TTErF i£'L F�-37 .[]LES rF-L'L K C+S1 04 011U3 3 rFV M% L-XLt Cf -.w7S FDA E-:9 CA%E.?r S, AS S -:r +3:,L UNLESS [C1° -_S :.a5 SET LP FP>d C,.-Vx c Xc r. ITU• '", IP'LACEVE-NT OF FOLIOS • �-TC Ftp Tt{I CzFtAS11a . 3x- _ SSS[ 'r &z TOAD FF£ tIY]3,! 1 1�r- 1CiLl �I LR� SI :X:G C1_ E�''E Ct JL 31,�RE C�4'#fGTt6H TIE [O - Es 3/d' a1<.. 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FFn"T TE TraE WME OF F7i --+•i1--'}+-- Ea -F -A STS Fi" LICIPT 15 k]TCR 74 R.lRS. fi{C t■IIA L 1LT CICO EI CR,Y-Frl�. a ECr_�LCD TY F -n] TEa.:S q FE, Cf IK{111315 Fir rr'E 1f 4io:.7 ►S C+7 TOE PASS SML E3#S'M+.4 T#JA,• C1)TL ."x•55 t Rr:'3 Sexy F-�,xCr TS RL-i-i+>t rr etc +E- a11.0" FI -E .S %LLT., LC FLIaJ1 E LE -TAIL C ]t TF1 tr FA --E CC7 C[TIC4 CF.,z ST=EaM- L,1•=3sT� yaT ;. �a. # SLATE CF hCtvES7TJw CCPAATIC.T Gr T�.4r5aRFalI11 CONCRETE PIPE TIES pffCSia[E rs �s�3 51/1ca.°J kC 3I 4 5 F STREET S1014S BRACKETS16^ AS DIRECTE BY ENGINEER SECONDARY SIGi'l r� z Lull" I 79 :.1 iPOST SHALL 8E PLACED IN A 42- DIA. X 2' DEEP HOLE FILLED WITH CONCRETE FURNISH AND INSTALL NEW SIGNS SIGN COLOR 51ZC COMMENTSR t -1 WHITE NOTES: LI POSTS SRALL BE CYNO! iCAL TUBE STEEL POSTS, THE POST SHALL BE 12' LONO. WITH 2-3115' OD. 12 GAUGE COLO ROLLED O14LVAN INE STEEL MELTING ISTII A-44-6 GRADE X. S!GN BASE IUTERrAL SHALL BE kLU1RfJhUM. THE STREET I E SANS SHALL 8E NOYCHEI) AXO WMNTZO IN AN E4-50 BRACKET AND PLACED A90YE THE STOP SIC4. H-101-1 STREET RAME WGNS SHALL RAVE H-101-1INTENSfTY PFJSWATIC RETROREF'LECrWE SHEETING R(ASTU TYPE IV).#AD STOP S1ONS SHALL KAVE IMAIA NO GE VIP REtROREFLECTiYE SHEETING (A5Tw TYPE D€). SIGNS A-140 INSTALLAT10N OF SIGNS SHALL BE IN ACCORDANCE W11 -H T14E SI 'WlNNESOTA ANUAL ON UN.FORRU TRAFFIC CONTROL OMCES' STOP SIGN ANQ ;5TREET NAME SIGN _QLIA1 NO scku �•,ots STANDARD PLATE NO.IFLYaLIJ r¢ff j & 805 >�1I>rx>r�larw NUk1BER STc�r� ON REO 30% �o' PET" �� y#F�RE 6' PLATES LOCAL TO ILt}CAL STREETS {}!x fIREEH 9' PLATEL2 I S ALL OTHER s f I Tup 11IE1[ C S rtt r F TSr� Ste£ Cti.., 2 ICF r L�c1_'[ �[ ,V ,t2 ..,I 11' a 2-3-11 CtlJ' ,•_.ICF `£ i_f•_IrL a HG _ P !,-t F.] -G- Os.-L;_p � � �•" , � .4:,,�� - #lea _ ----------------------- L 5h>} YTER SI£=� y1Ew CEStCA 0-S1I04 hi11 1 1r5 Ss CrIES S .. 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R fi-r 3:43 rC'1 dri1=S- L`F'.TG cEFT_ 13. 2-4-C.0 STATE W 5FC{IF]sd33i+ :TL,C'Le{ L{fa:7T61fwT OF T31ti*.F39TF*1"1'1 €CF€S_kE F_alS 7.'1 Fr,L� PFtFCA5T C�11uRETE SAFETY 14r''ROkd :s=• 3022C r TE51N {FTTCy 1,P!_ 17 L OF 3 fHTERSECTIU*15 DATE RIT'V151Otrl I FTt3rebt certify 1ho1 Ft•Ils Plan, speciTicotlonr or report was SHEET pre,pElred by me or under my d1reE:I a Llperr•is#cn and that I RJ Anderson aET H a RLn so om a duly Lcans9CPro#esslonE(near under 1Ia lows n dersM4 State Lyse. Land 9}f the of . �.� Er: Cr,�rl Engineers 9af-�d Surveyors O�. 55303 LABEU 5E1`+IUE �� 1lAP 3601 Thurston Ave., Anoka, �IrElnesotal AVENUE `n - 763--427--560 FAX 163-427-052Ci 38 � CITY OF 1�T51=G0, www.l�a�c�-inc.carrl ,& E QTS DRAINAGEI RC�1l E STREET L1 5�1 �lAG P E MINNESOTASHEETSI�af$ ILr�I NO. 26052 3 E}T389 REMOVE 75 LE 15" CMP W/FE S (2 SAWUT 48 LF BITUMINOUS PAVEMENT REMOVE 46 LF 15" CMP WFES (2 SALVAGE 10 LF MOOD RML FENCE REMOVE SIGN SALVAGE MAILBOX SALVAGE MAILBOX SALVAGE MAILBOX SALVAGE MAILBOX COUNT STATE AID HIGHWAY N'O.t 9 SALVAGE MAILBOX AND SUPPORT AND SUPPORT (2) AND SUPPORT AND SUPPORT I AND SUPPORT L9 4 —947— —s 6� Asa — z^— `— �— 949- X948 954- V) crk ON QH r 02 951— A F LLJ REMOVE SIGN l - I PROTECT LANDSCAPING SALVAGE 1 1 LF BOULDER L D E R 'INA LL I --- - tEMOVE REMOVE 24 LF 15 x REMOVE XPCP W FES (2) 15" CMP �r'FE (2 REMOVE 25 L , 48 LF l I �' 121, SMP -.I r -g0 REMOVE 21 LF I 15" CMP FES (2) I x ' --- REMOVE 203 SY BITUMINOUS PAVEMENT I J I N � I I SALVAGE 18 LF RELOCATE POWER RELOCATE GUYBOULDER WALL POLEiRES (2) SALVAGE 10 LF (BY OTHERS) (BY O (BY OTHERS 4Y1}OD RAIL FENCE 3 O 30 so SCALE IN FEET cj DATE REVISION I hereby ceriity that this pian, spec#ffs:ction. or report >wraa prepared by ma or under mfr sjtre at s uparYis�on sand tha! I am a �duTy L-Tcensed ProfesMsionaJl Eng eer under The to of the State of Minn�es . . Date 8 8, 13 L1c. hrn. _2105 lD �'�� d e r- � n H a �t a n o n Anderson F�4.11 i � 1 1 C1vII Engineers crud -anMir Minnesota r 5303Oil 3601 Thurston Ave., Anoka 763-427--585[ FAX 763-427--0520 www.hao--inc.com L B E UAVENUE STREET c DRAINAGE IMP EMENTS REMOVALS CITY OF OTSEGO, MIN14E OTA SHEET '.r OF 3B SHEETS �fAP �q,�y'1 8 OT389 REMOVE 366 SY BITUMINOUS PAVEMENT 30 0 30 60 SCALE In FEET DATE REVISION SALVAGE 68 LF � D g{; R��,4, 18" RCP W FES 2) �"� Q Q � � � � 41 � � � � �C1v11 Englneers and Lard Surveyors 3601 Thurston Ave., Anoka. Minnesota 553133 763-- 427-5860 FAX 763-427-0520 wr�rar.l4aQ�lnc•Gam COUNTY STATE ALO HIGHWAY NO. 19 REMOVALS CITY OF OTSEGO, MINNESOTA REMOVE SIGN BITUMINOUS PAVEMENT >Ri V. ,SAP lf3 RJW WUj-� REMOVE 2 4 LF � fs REMOVE SIGN En 15"' CMP W, FES (2) 15- CMP W FES (2) Y JL PROTECT REMOVE SIGN LANDSCAPING SALVAGE MAILBOX AND SUPPORT REMOVE SIGN 30 0 30 60 SCALE In FEET DATE REVISION SAWCUT 55 LF D g{; R��,4, �"� Q Q � � � � 41 � � � � �C1v11 Englneers and Lard Surveyors 3601 Thurston Ave., Anoka. Minnesota 553133 763-- 427-5860 FAX 763-427-0520 wr�rar.l4aQ�lnc•Gam LASE UX AVENUE STREET $C DRAINAGE IMPROVEMENTS, REMOVALS CITY OF OTSEGO, MINNESOTA SfiEET 6 �� 8 SHEETS BITUMINOUS PAVEMENT >Ri V. ,SAP RJW REMOVE 2 4 LF REMOVE SIGN REMOVE 37 LF 15"' CMP W, FES (2) 15- CMP W FES (2) REMOVE SIGN 9 5 952 - -- _-- —95 — gi f 9$ 2- 952- iZ LLJ 955 V) L_ I REMOVE 21 LF I � 15" CMP W FES (2)I f REMOVE 19 LF 15" CMP W, FES (2) SALVAGE MAILBOX ISALVAGE MAIL 13OX � SALVAGE MAILBOX AND SUPPORT SALVAGE MAILBOX I AND SUPPORT (2 AND SUPPORT I I AND SUPPORT ' I REMOVE 36 LF SAYtiICUT 29 LF IS" CMP W FES (2 BITUM114OUS PAVEMENT 30 0 30 60 SCALE In FEET DATE REVISION I hereby certify lhot 1t,Ts plan, specificat[pn, or report w®a prepared by rn ip err under my direct supervfsTon and 1ha1 I am a duly Licensed ProfessToncl Engineer under the laws of the Slots of MTnn fa. P.E. Data LIc�. No. 26052 D g{; R��,4, �"� Q Q � � � � 41 � � � � �C1v11 Englneers and Lard Surveyors 3601 Thurston Ave., Anoka. Minnesota 553133 763-- 427-5860 FAX 763-427-0520 wr�rar.l4aQ�lnc•Gam LASE UX AVENUE STREET $C DRAINAGE IMPROVEMENTS, REMOVALS CITY OF OTSEGO, MINNESOTA SfiEET 6 �� 8 SHEETS >Ri V. ,SAP RJW 07389 REMOVE 1 SY CONCRETE BLOCK SCALE It# FECf DATE REVIS1014 I hereby cariify that fhfs plan. specification, or report +mosER prepared duly ca as under my direct supervision and that iW am o duly L.lcansad Professional Englnear under the lawn of the Slate of MTnne a. 5 $ i 3 26052WA Irte Lie. No. I� H a KQ n s o n Anderson R CIvII EngInears and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763--427-5860 FAX 763-427-0520 www.hoo—inc.com L 13 E U � AVENUE STREET c DRAINAGE I � ROVE ENT REMOVALS CITY OF OTSEGO, Mli�#�£SDTA SHEET 7 �� 3g SHEErs P V SAWCUT 62 LF BITUMINOUS PAVEMENT � REMOVE SIGN! REMOVE 39 LF SALVAGE MAILBOX� COUNTY STATE AID HIGHWAY NO. 19 REMOVE 25 LF 12" CMP W'i FES (2) AND SUPPORT ;g, SALVAGE SIGN 15" CIDP WFES C �9�� - -� ____ - --958 _� —ass,— _ s — ' ��. — — _ _ ��f� _ —956 95T r — �� gSS= — — _ _� M 957— — �se C}H LJ -OH �— _ _ U-- H �958� —957 �5�--i+� _kJ -OH _ — �— 959 - o z — — r 958 —� —957 - LJ -0H �� }{cr — U -£l —9.59 — 9 LJ—}� { �# �r _pti -.,I- L1—O}# U— F{ U--Oi� —_--; U — 77-- —957 �_ - — -- _� --957--LLJ ' �_LLJ� –IX —95T— - — _�: 95 4 ;,_�55� �� 957-957— y 5� 5 _r \ REMOVE 1 13 SY BITUMINOUS PAVEMENT 1 SALVAGE 1 5Y LANDSCAPE ROOK � �k � REMOVE SIGN I i REMOVE 25 LF I 12- CMP WFEs (2)� � SALVAGE MAILBOX I SALVAGE MAILBOX I SALVAGE I SALVAGEMAILBOX� AND SUPPORT SALVAGE MAILBOX AND SUPPORT ` � AND SUPPORT SUPPORTej'5; I � I AND SUPPORT (2) I l REMOVE 1 SY CONCRETE BLOCK SCALE It# FECf DATE REVIS1014 I hereby cariify that fhfs plan. specification, or report +mosER prepared duly ca as under my direct supervision and that iW am o duly L.lcansad Professional Englnear under the lawn of the Slate of MTnne a. 5 $ i 3 26052WA Irte Lie. No. I� H a KQ n s o n Anderson R CIvII EngInears and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763--427-5860 FAX 763-427-0520 www.hoo—inc.com L 13 E U � AVENUE STREET c DRAINAGE I � ROVE ENT REMOVALS CITY OF OTSEGO, Mli�#�£SDTA SHEET 7 �� 3g SHEErs P OT389 LEGEND 275' COUNTf STATE AJO WORWAY ?40- 19 Jo | oEwsn^L worES. 1. ALL TEMPORARY rn^,nc cow,xoL s/ows AND DEVICES SHALL BE PAID AS "TRAFFIC CONTROL". 0� so 0 so 100 SCALE IN FEET COUX" STAU STAU JUO°G"~ —� � . = DATE REVISION I hareby cer-fify fhal this pion, specIfTcatton, or rimpor� wazt praparad by ma or under my dTrool supiwvTsion ond 1hot I of the Staid of m1nnescia RONALD e�WMT,__P.L. ()c3te - 5/8/13 Lfc. no. 26052 N3pm Wy. RJW Hakanson Anderson Civil Englneers and Land Surveyors 3601 Thurston Ave., Anoka, MInnesota 55303 763-427-5860 FAX 763-427-0520 www.hoa—Inc.com TRAFFIC CONTROL PLANS LABEAUX AVENUE CITY OF OTSEGO, MINNESOTA -STREET & DRAINAGE IMPROVEMENTS,= -7-- S " E E T 38 SHEETS x N04 Fr: JAP QfDD E�-. RJV/ E ms r DATE REVISION I hereby carMy that thle pion. specification, or report was prepared by me or under my direct superrislon and 1hol I duly ucensed Professional Pnglneer town DESYM&7: RJW Haia on dron TRAFFIC CONTROL pL N SHEET a under the of the State of Minnoso Dunr�r: JAP C10i Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesoto 55303 LABEAUX AVENUE OF RONALD Of= 1* 7 3-427-58.60 FAX 7'63 -427--0520 38 Date 5 8/13 Lrc. ida. 26052 RJW www.haa—Inc.com Tl EET & Q# II E Ilv�I�F C E> Ei lT CITY OF OTSEGO, MINNESOTA SHEETS OT389 DATE REVISION I hereby certify that lhis plan. specificallor, or report was prepared by me or under my clTract superyislan ond that I am a duly 1-Tcansed Prof-esslonal Engineer under the laws of the Sfota of Vinne:sola DMM Fr., RJW Hakanson Anderson Civil Engineers ond Land Surveyors 3601 Thurston Ave., Anoka, Wrinesoia 55303 1 11 LABEAUX AVENUE TRAFFIC CONTROL PLANS SHEET 10 OF 1%] I DWW Ff; JAP RONALD j-(-WAGNfflr, P.E. [),3fL' 5 8/13 1_10. ND. 2-6052 orm Ft RJW I 763-427-5860 FAX 763-427-0520 www.haa—inc.com I STREET & DRAINAGE IMPROVEMENTS I 1 CITY OF OTSEGO, MINNESOTA 38 SHEETS i OT389 INSTALL MAILBOX COUNTY STATE AID HIGHWAY NO. 19 � w �4T-- -s46 --45�- 947 !94 945 _943- 94 El -g - 946 c*a - 9+44 454T-_'� i a �i _ I — 5- .� - _ r -- 9# 4-9. -� 1- 9 ',5 1 V+Vrd —947— 14+0 — 15+00 �� 1 6+I3� i 7 00 T _ —I —" IN tij )H LLA 947 ' �949 94 4 9487 -947 MA a cc ,, ee �- ti� � � �� LJ IQ4 f Crt f le 3- � I � �, I I� I I � � � A�1�Ss��v�TILP�� REFERENCE NOTES: � I T INSTALL CULVERTS PER PROFILES ON SHEETS 14 - 17 ,r N —st'— I �` CONSTRUCT GRAVEL DRIVEWAY TRANSITION a - _947- �' ,J I INSTALL MAILBOX I TO MAINTAIN PROPER COVER OVER CULVERTS AND BITUMINOUS BUMPOUT PER x I AI�,ID SUPPORT 2 PER � CONSTRUCT BITUMINOUS DRIVEWAY . INSTALL MAILBOX I I TRANSITION. I in AND SUPPORT PER r PROVIDE DRAINAGE TO [ITCH. BOX CONSTRUCT CUL-DE-SAC PER(j) I I AND SUPPORTTALL LPER I 30 0 30 60 SCALE IN FEET 970 . 970 9X65 HIGH POINT STA = -1951.56 +SQ 5 i 96 .........................................................._._....................._.......___..........._...._......................... .............. ......PVI -STA = i8+1O.....,. PV1 ELEV= 951.60 HIGH -POINT ELEV = 948.15 LO POINT ELEV = 947.53 A.D.• = -0.98% HIGH POINT STA = 11+60.87 . LO POINT ST�k = 13+28.52 K .= 101.55 _ PVI STA - 11+25 PVI STA - 13+50 960 . . PVI ELEV = 348.330 , . . PVI ELEV 947.50 . _ _ 9. 6.0 + A.D.' _~ _i2:52X . , •A.{1. 1.25Y 100, VC �- I 33.75 K = 80.20 `� Ewa _414" WE EO �. cc JI i DO' VC 100, VC . + M . cc _c 955 CO a � . �I 1955 _ . . . . . _ . . . . . . . . . . 10 C4 . . . . . . . . . . . . _ . . CG . . . . . . . . . . . . . . . . . . . . . � cys . . _ . _ . _ . . . . , . . . . . , . . . . , . . . . . . . . . . . . . . . . . . . . . . . . , . .II . . . . . . . . . . . . . . . . . + + Cn + PIP � II , ,r or, �- v7 PROPOSED PROFILE > M Ix cn' �I [I II fI IJ IJ , m � Uj 9 5 , w fl . . II '�, . _ _ tow V) �`' . EXISTING. .PROFILI= , y —. � � �'' + ' ' ` ' ' :. � 950 { ( ' 0.8 9 % - -- 1 • `"1 : r . w r --rte i Cd . � . . . . - 0. 3 6 � � � �� - r-� � � _ coLj . . . . . . . . . • • ■ T� • , , ,. . ■ 2.111 945 . . . . . . . . . . . . . . i _ _ Y , , . . , + , . .E ISTiNG • EfAS7EhN . . , . . . . . . . . . . . . . . . . : . . . . . . . . . : . . . , . . , . + . . . . . . . . + . AITCH PROFILE . EXISTING WESTERN 940 , DITCH PROFILE , 940 935 _ . . 935 - X 6 � . . . . . . . . _ . _ . . . . . Ki . . . . . . . . . . . . , . . 6 . , . . . . . . Li . . . . . . . . � . . 0; 4 06� � _ � r- . 6 � (9 Cq C9 � to 4� y ¢ Ck iH � r t � [I � a7 �l rfj � co O (� ify iti t7r � F+7 iQ � � !.i � � to �rW r-. k► rr t. r. r-. r•. r- co or Oi o� C] An o ah *¢ t M ' an lo -'It as M ;t as ht o� CA � of 4 C" "1 0r � ox It v., 4? ON UTA M 0 111W) a� � [ cls ci as an M M 01 M C1141 ► M M M c v'+ cro M 10 1.1 1.2 1-3 1.4 , 15 1 16 1.7 19 ' DATE REVISION I hereby aartifr Ilho1 thIs plan, spacl#tontton, or report was and law I prepared by ce a lander slo direct steer under am 4 duly Efa�ensad F�.roiasslons�l Era inaer under �l�a Iowa or the Siaia of M nnes bate- 5/8 13 HALO F Lic. No. 28052 DMIM M RJW H a ka n o n Anderson Cyril Engineers and Laud Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 I763-427•-5864 FAX 763-427-4520 www.haa-ina.com LABEAUX AVENUE STREET r D'R I f GE IMPROVE IEI`'tiITS T I E �E T PLAN & PROFILE O F S LE CITY OF OTSEGO, MINNESOTA SHEET L OF 38 SHEETS "r; ,JAP a-RO It RJ1Y OT389 MILL 11 SY BITUMINOUS PAVEMENT COUNTY ST AID HIGHWAY IJ[}. 19 954— —954— fi-�. -953- J -eS2 BS-2-� - -�-- - �� y9s2 `s�� - 954 1�ya�- �' -851" , 950 27+00 +GO- 19+0:) S]'�X24+00 9�� 25+00 �9s�.� � � �E+QD = ,�— � - � -� �� -- �--• w W i 9� + 0 _ — Li+95 1+00 � — — — 22+00 k- T I _ r+7 r� 1 R? w 951 sz� 5 952 952 -952- [1 2 952 sW y 95 a..•. _i. - TEMPORARY MAILBOX � I INSTALL MAILBOX 114STALL MAILBOX LOCATION INSTALL MAILBOX AND SUPPORT PER I AND SUPPORT PERU) AND SUPPORT PER I I INSTALL MAILBOX INSTALL MAILBOX AND SUPPORT PER MILL 6 SY BITUMINOUS AND SUPPORT �2� PER PAVEMENT REFERENCE NOTES: (2' 29' 2- INSTALL CULVERTS PER PROFILES ON SHEETS 14- 17. �M CONSTRUCT GRAVEL DRIVEWAY TRANSITION TO MAINTAIN PROPER COVER OVER CULVERTS AND BITUMINOUS BUMPOUT PER . [ CONSTRUCT BITUMINOUS DRIVEWAY TRANSITION. 30 D 30 so CONSTRUCT INTERSECTION PER SCALE lied FEET 970 _ 90 . « , • « ° « F « « . . . « , . _ . _ . . LOY�! .POINT ELEV - 953.59, X , , « . 1-0\! POINT ELEV = 552.6 r LOW' POINT STA _ 23.+75 , LOW POINT STA 21+31.65 PVI STA = 24+75 g' rr PVI STA = 21+30 PVI ELEV - 954.00 965 Si . PVI ELEV 952.60 _ « 965 A.D.a . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,�►:� — 0.84 . . . . . . . . . . . _ . . . . . . . _ . . . . . . . . . . . . . K -�.• 317.-96 , . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I` K - r1 06.82 - Mimi r 240' 'VC _ r 90' VCLn Ln Ln LO 9.... ., ..... ..... U-) 01 ............... "..................,...._..............+�......................... ......... ."M..._.................................. Li! r L ro C' 11 - PROPOSED q PROFILE � 1.D3 9 55 II EXISTING PROFILE (n� � , .�� .. � ' 55 tyc 3 . . . . . , . . . . . . . . . . . . . . >. . . _ . . . . . , . . . . . . . . . . . , . . . . . ��. r T ■ • -.. r ` . a� toe) cl�. ; 0.411 _�• - , ,. , ,. -� - LAI. /'��y ■ ' . - - - - — • • ' ■ _,�� r . r . . , . rte—• ■ - V r �r • r -�- • .' « . r - , ■ r • • r 1"� • R ■ • • _ ■ •. •' r ~� ■ �. « -• ■ r r - .• • ° � ' -. f . ■ r , - - r " ��J • r . .� • - 4 • { 950 ... �.�-r ...: ... r . ,_._.�r r • r . . a _ _ EXiSTIN WESTER. 950 �DITCFi PROhLE . EXISTING EASTER - DITCH PROFILE , 945 945 940 . . . . . . . . . . . i . „ . • . . . _ _ . . . . "F V 935 _ . 935 Ln co in cO c� c� Q 9 14 � Vi 00 s4 � M "? F� LQ [)? cQ " f+ N t*7 tO art r t j •= •= c•t iii N hl 7 > M , M w7 tCi � € Ln LO [[a c n LO M Ui M U) M Lr} p) Ln ab W� M Lr? M to (n to as LO eti Ln os V"i M Ln M Ul py RC1 p, Lf7 rn Ul rn � oX ILn 47� 19 20 21 2.2 2.3 24 25 2-6 27 DATE REVISION I hereby certify Thal this plan. specifTectlon, or report was prepared by me or under my ditecl auperrlsfon and that 1 orn fl duly L1cen3od fsrofesalcnol En ?neer under 1h�e lows of the Sfate of MTnnasot Dote 58/13 LIc. No. 26 s2 DMMsy: R`I ��ryr+�I} H a k a n o n Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave,, Anoka, Minnesota 55305 763--427---58634 FAX 763-427-0520 www.hoo-ine.com LAB` EAU X AVENUE STREET & DRAINAGE IMPROVEMENTS [� T [� E ET PLAN PROFILE CITY OF OTSEGO, MINNESOTA SHEET 1 � OF 38 SHEETS WN Ff, JAP R W r cm to 4 C C C] C 4 i1 7 d J d d 5 r'} E J' W ca C6 MILL 14 SY BITUMINOUS PAVEMENT 2' X 62, x 2" END OF PROJECT C 0 U N TY STATE A I I:l H I G H Y NO. 19 .s INSTALL SIGN 95T 353 ��958--- 957 -- 55$^457- - - _ ,959` 59 6f_ 956 — —�57- — O — !--OD"i �— L) -0H — H �� -- �'� U— U—(J p{ U—C7fi ` — 57 U—ill i — U—OH - _ 9F5 + q.SA7 t.1 7 958 �sss — 34+00 — ,�f _ 35a -0D fjq — 36+ .� 5 -- 135 ts $ 7 057 — 957 957 - 5 —957 - - - m 1 -, QV D � � 955 55 � � � -,,.�` } " � � � `� � •_�___ ++ 'rte' `1 ,� V 55 - 956 {� co I f/ I INSTALL. MAILBOX1 ---I I AND SUPPORT PERRW I I INSTALL I SY I m I I LANDSCAPE ROCK I M I I r INSTALL MAILBOX REFERENCE TOTES: I II I r I AND SUPPORT PER I l� � � f INSTALL CULVERTS PER PROFILES ON -- SHEETS 14 17 . INSTALL MAILBOX l � INSTALL STALL MAILBOX � I CONSTRUCT GRAVEL OPERDRIVEWAY TRANSITION I CULVERTSAAND RBITUMINOUS�13UMPOUT PER I AND SUPPORT PER I I ( � AND SUPPORT PER I OVER CONSTRUCT BITUMINOUS DRIVEWAY . I INSTALL MAILBOX �S I TRANSIT(ON. AND SUPPORT (2) PER , INSTALL MAILBOX GRADE DITCH TO PROVIDE DRAINAGE. J I I AND SUPPORT PER I Q 30 64 I d r . SCALE IN FEET ................................................................................................ .._._........ .............._.........._ ................._. HIGHP€9NYEL1rV'—a99.74+ #. ... . + LOW POINT ECEV = 958.10 HIGH POINT STA = 36+00 to HIGH POINT ELEV = 958.14 LOW POINT STA = 33+50.89 PVI STA 35+50 HIGH POINT STA = 29.124.28 PVI STA 34+00 PVI ELEY 959.35 II PVI STA = 28+75 PVI ELE'V 958.10 A.D. _ ---0.06% PYI ELEY 958.14 A, D. Q,$4: K 1650.51 _ A.D — •=1:0+47: . . . . . . . . . . . . . . . . . . . . . . . . . _ K -- ^i 18.9 K r 95.95 �` _ loo'. VC 100' VO W ox 100, VC ce o► .CD C . . . . . . . . . . . . . w u7 e _ _ . . . . . _ . terra •--- + `[? 'f . . . . . . . . . . . . . LA rn I I.] w. LO �+ rn r� of I I 1 1 I l l i 11 I I I I 11 EA e w � 960 6D w + PROPOSED PROFILE tow c ca U � _ + + e s EXISTING _ PROFILE. _ . . m . . . . . . . . . . . . . e F . 0.53f f 5 'i ��— •ter..... _� f� .-,—�•... rte.,...:.... - ��,,, " ..'5 _ _ r ._ , .. . , a ... r + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r , •, *+. V EXISTING '4"�+ESTERiy . , . • ' - . . . IDITCH PROFILE EXISTING EASTERN DITCH PROFILE 95 950 945 945 940 . 940 935 , 935 r • . . . . . . . . . Li . . . t'V . . . n . r_ • • a r a , . • P= • e . . i . • " �: " . • a • . • , a . • e • • • • 6 r • r a r , e r �. , . , , . a r � . r , r , n n r • . . . . . . a . a " . . . �; to mi co Lr} � n r ''# %q r tD w u5 •--I r% r CM r Q! r d4 � cm h} r Ln Lq cn O �Vpri �i�i r j i'� {s�j � [�] if] L W Ln C � 1 [� V y V)rz r} �) [�} yn in 1 to OD co Gt? y C77 Ln CTF W Lli ON Lf) M V) M V) M tf] OF in pL U-2 cm to pry Ul M � py V) Cry, W) M LA M � M Ln Ery Ln M Ul) cn Ll J 2.8 2-9 30 31 3. 3.3 e .4 3.5 , 36 C DATE REVISION I horeby cerlifyl #hof this plan, specIfIcotlon, or report was preporsd by ms or ander my dTrecl s up+srri lon rti that I am a duly Ucensed Professional En [neer under the laws of fhe Slate oC Minns G P.E.763-427-5854 RONALD 6/WAG�rR, Date_ 5, 8 13 LTC. hlv. 26052 MOO M. RJ H a �4 a n o nAnderson Civil Engineers and Land Surveyors 3601 Thur�sfon Ave., Anoka, Minnesota 55303 FAX 763-427-0520 www.hoa—Ine.com L ,BE U AVENUE STREET & DR � IA E I IPROVEMENT STREET PLAN PROFILE CITY OF OTSEGO, MINNESOTA SHEET � � vF 38 S!#EETS Dt!4VW rf; ,SAP RJW Q x OT389 Ll� DATE REVISION ..................... ocgm M. RJW I ............................................................................................................................................. LABEAUX AVENUE STREET DRAINAGE IMPROVEMENTS DITCH & CULVERT PROFILES I CITY OF OTSEGO. MINNESOTA SHEET 14 OF 38 SHEETS rK I Lj WESTERN DITCH DEDD ft I RJW iDate <: I Se j I ......... 970 . ........... I ..................................................... .................. ........... ........................... ........ ............................................. 970 965 ........................... ...... ...... ............ ................................................................ .................................................................... 965 960 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C) . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 960 . . . . CA + V1 955 + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . ......... ................ . . . . . . . . . . EJD cd .4 . . . . . . . 955 . . . . . . Ln' Ln co C�! :3 LLJ 950 �34 cri CD Lw 950 c t6- Lid ce cn It, M Uj LQ _j 945 . . . . . . . . . . . . c:1 . . . . . . . . . . . &31W . . . . . . . . . . . _:_� - —.. - - _:_ _ � . . . . . . . . . 7_� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROPOSED DITCH PROFILE . . . . . . . . I . . . . . . . 945 . . . . . . co EXISTING DITCH 940 cq CD PROFILE 940 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . in .11. . . . . > . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . La 935 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 935 co N LO 1p: �.G to to 43� 4 W) q %q to *4 r_1 CS V! 4 -t a? cn, " Lq go cq co co M . . . . . . . rl� cn 04 U; a) 0) a) cn (n (n 0 It en 0� M qM -t (n -1 c" -* Q'i (n 10 12 1-3 1-4 15 16 17 18 ................ ............................ ................................................................................................................................... EASTERN DITCH 970 .............. ...... — ............................................................................................. ........................................................ 970 965 ............ .............................................. ....... ....... .......... .............. ........ 965 960 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . cq + . T 'r� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14i . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 960 . . . . . . 14 Imt + + + 955 . . . . . . . . . . . 11 . . . . . . . . . . . . . . . . . . . . . . LO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... 31 LF 15:* -,C M P' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 411U 40LJF IS- CMP 0 0 5" 0 '_-0.95x 95,9 j5 00 + C31 0 —0.!40X 1 4 LF 5m CMP 1�1_ cq 38LF -IS'* C)AP I N C L. FE S (2) FES j2) ck: M _ct Ln PICL. FE S (2) M -cr W Ln 'Kr —0.8iox INCL FES (2) -Cc w U:� -4 - 0 INCL. -FES (2) 2 950 Id La 0 > Ld a:: M qt M cc M C" cx cn 950 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 . LLJ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . . LLI . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . cc 1-1) La > > Q > 92q > UJ _I--- I 2.7 5 w (_5 Lj .......... . 01) 945 cr t-aj ... . 0.40% ..... . ....... C14 945 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . co . . . . . . . . . . . . . . C31 . . . . . . . . . PROPOSE[Y DITCH . . . . . . . CY) . . . . . . . . . . . CL C C1 7 C14 EXISTING DITCH r -z %I cn P-ROFILE cn cm V) > La to 11 La > L' 940 C4,cn kn Ui tn cr) PROFILE to c" (All LO M V) > > Z V) > LL. -7 940 _9 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 'll V) �;. w > . . . . . . . . . . . . . . . . . . . . . _1> . . . . . . LLJ JAI . . . . . . . . . . . . . . . . . . . 935 . . . . . . . . . . . . . . . . . . . . 935 n 10 -4 00 . . . 1-: . . . LO . . . . . wi to It c6 . . . . . . . . to 1* 6 . . . . C! Lr� . . . . 6 . . . Ui . . . . . a! 6 . . . . . . . . 't w Ui . w ui . . . . . . . 0a *4 6 . . r4 . . . . . . t; C5 . . cq to . . . . . . . . . to "q 1�_ . . . . . ci . . . . . . . Ln r-� . c6 . . . . . . . . . . . . . C6 . . . 6n . . . . . . . . 6 . . . a cy; Ln I c" M cn cn cm cn cn cn cn c" c" M E a. k --& L> 10 1-1 12 13 14 15 16 1-7 1 .8 Ll� DATE REVISION I hersby carlIfy 1hal thTs pfan, specificottan. or report was prepared by m5 or under my id1ract supervIslon and 1hot I am a duly Uciansed Frofesslonal En I nder 1ho laws of the Slots of Minna �2 3RW&LD &WACKR, P.E. 26052 -5/8/1 LIc. No. ocgm M. RJW I Hakanson Anderson Clvll Englneers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesoto 55303 763-427-5860 FAX 763-427-0520 I I I www.hao—inc.com I LABEAUX AVENUE STREET DRAINAGE IMPROVEMENTS DITCH & CULVERT PROFILES I CITY OF OTSEGO. MINNESOTA SHEET 14 OF 38 SHEETS rK I Lj JAP DEDD ft I RJW iDate <: I Se j OT389 Q 611 C] fj cu ea M e No No ,Te C}J ■'7 E m� as .z cc Fs a F4 ¢ DATE REVISION I hereby certify Mal Fhis pian, specification, or repori was prepared by me or under my direct suprrvision and fhot vm 4 duly Ucsnsed Professional Engineer under the laws of the Stale of Minnesot RONALD _ Date 5z8z13 1-1c. No. 26052 DMO IT. RJAndersonHa an on CIO] Engineers and Lana Surveyors 3601 Thurston Ave,, Anoka. Minnesota 55303 763-427-5860 FAX 763-427-052038 www.hao-inc.com L BE U AVENUE STREET DRAINAGE IMPROVEMENTS DITCHCULVERT ppOCILE CITY OF OTSEGO. MINNESOTA SHEET SHEETS X WESTERN DITCH rf. IAP RJW 970970 ............... ......................................... ....... ......................................................................... .............. _ Ln 965 • � 965 _ . CDP_ _ �. ................ . ....... ........... ,� .. .. + CD _ _ _ _ _ a kn . . . . . . . ..... . 960 ... . . . . . INSTALL SOLF SALVAGED— o m U! +100 RCP INCL. _ Ln r,a I a] SALVAGED VIES (2) < � - m M # > CJS EX cn II C -D -j Lj JS . . . . . . . . . . . . . . . . . . . . . . . .�R La! ! I . . . . . . . . . . . . . . . . . . . . . . . . . w p „ . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . .. _ . . . . . . . . . _ . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . J_ tU 9 5 (x.: _ �, -_ La r ■ , D _ ". ~-0.33 : J_ : : : _ : _ : : 9 5 0 . EXISTING DITCH PROFILE PROPOSED DITCH PROFILE , 945Co . so. 1-t �`.+ i ox . 945 .oma _ V7 I1 i . to _ . . . . . . v? . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . , . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 940 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 940 . . . . . . . . . . 9.35935 6+ C*# M1 Ln K1 r, L*# 03 Ili p *� co + co L 7• in 0!W M O � + Ln CO Q � UD itl � r7 Ln Q r� � M ' d C!1 CT7 # 4 " O? fJ1 01 Cil 01 01 M V$ C] LO ko M t7 to M U M C3 LO 01 I0 C" Lly LO QS M to M LO M O Lf? M { } r to m Ul 0) 11-: ui ai C� {rj Ul M �n Ci Ul M W 1 ati i1 } u s �i Ln krj Cn W+ {J1 cn Ff ? U i Cif Mt] C?y U} 07 1 2 21 2-2 23 • 2.4 2-5 26 2.7 EASTERN DIT H 970 _ 970 .'. ........ ......... ............ ................ .....................,. ...,...... .......... .......... ......... ...._........_.._.. .. ...._.. 965 o . II 9.6 960 . . . . . . .vi ... . .........................................................................................;. 1�0 ort ....._............_......... .. 25LF i 5" CMP m 9 .q yo C7 LO W M3 , 3 F 15 CMP 11F i '" CI'S' 0 -0.40 INCL. FES 2 LiJ 0 11 f 3/��,-068%�F.IP . . . . . II` . . . . . . . t'J. II. INCL, -FES (2)• . . . . . . . . . . . . . . . . . . . . . . . . . D' "O.'40 . . . . . . Lia ri . . . . . . . . . . . . . . �NCL..E. . 2). . . . . . - cc C5 Ld INCI. • FES (2) + f ---0.68% — 0.52% 950 ---� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . _ . . . . _ . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Ey N . . . . . . . . . . . . . . . . . . . , . . . C7n . . . . . . . . . . . _ . . . . . . . . . . . . . ,n E?C18TIhiG DITCH Pj�DI=lLE PROPOSED DITCH 'PROFILE cc,1 M u � un cy � CV U-' k} Ll-} r ( r } V) Q•j .� C?7 Ij II W > 11 [/J > LU > 11 W L4 Q .7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . IN .RI .fit . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . � _ L� _ . . . . . . . . . . . . . . . . . . . . . . . .U.. ti.'. . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . 945 . . . . . . . . . La UL. 940 940 935 . 935 CD 00 t-0 • 01 co �, • Ill • ,,�Ck vi „ �� Ln ■ Ili (n "� 1 } '11i� 1 O1 Oi • IfJ Q'I L) Q3 • C] Ln M 0 07 # CSI il'1 Ch W) Q? Ld'1 mo • C77 r Ll3 as • LO C7] Ln Ln Ch ■ L� 03 01 ■ r Lf'� Ln O'F Cil ■ _ �1 i M M 601 Q7 • r ±�I i [ri • C4 Ln r Ol LSC,} M l•`! Ln M ■ r L�fi C71 C�2 0 O7 ■ � Ln cr) Ctif 0 �ry 4 � LO Oi 1+} y'} Dy ■ �- W) l i+ kn �y • � La C?1 ■ $ to � L(y Ln i Si] 7 9 () 71 91 9-A 9 .d 9 r 99 '?.-7 DATE REVISION I hereby certify Mal Fhis pian, specification, or repori was prepared by me or under my direct suprrvision and fhot vm 4 duly Ucsnsed Professional Engineer under the laws of the Stale of Minnesot RONALD _ Date 5z8z13 1-1c. No. 26052 DMO IT. RJAndersonHa an on CIO] Engineers and Lana Surveyors 3601 Thurston Ave,, Anoka. Minnesota 55303 763-427-5860 FAX 763-427-052038 www.hao-inc.com L BE U AVENUE STREET DRAINAGE IMPROVEMENTS DITCHCULVERT ppOCILE CITY OF OTSEGO. MINNESOTA SHEET SHEETS X rf. IAP RJW OT389 ........................ ...................................................................... RJW WESTERN DITCH ...................... .............. I ......................... Hakanson Anderson Civil Engineers and Land Surveyors 763-427-5860 FAX 763-427-0520 1 A ]i 3601 Thurston Ave., Anoka, Minnesota 55303 www.hoo—Inc.com El -STREET I ............................................ .................... EASTERN DITCH .......... .......................... I ........... ..................... ......... V) L ............................ 1 ........................................... 970 . . ......910 970 . . .. . . . . . ... . . . ... ... . . .. . . . . . . ..... . . ... ... . . . . . . . . . . . . . . ... . .... . . . . . . . . . . . . . . . 6 W Ch11 of 65 < > Ld La C1 _�x Ce Il > Uj 96 5 .9 . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . _j Uj r............ _j II II 2.04%' 960 . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 960 Ln CVJCTW�11_MIT�11U PROFILE EXISTING DITCH PROFILE PROPOSED -DITCH PROFILE < 16— V) � 955 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .955 950 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . 95,0 945 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . .945 940 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 940 .9.3.5.• . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 935 cts (n Cn LO �0 Ln %n 'n co 00 Ln Ln Eg; �q LO LO 0 W; 0 Ln co u-, W1 V) LO to Ul 00 W W1 P, u� W %n Ln Nt . .4 . . . . . . . . ami ckf . . . .Q.3'- - - 03� . . . . . . . W) Cn Ul a] LO Q1 to Cn Ul Ch LO C" Ln 0 Ln C" CM LO ak M W) cn alb Ln to U-) Cq M C" to cn .. U) cl 28 29 3,0 31 32 2M 3-4 3-5 Lr) ur) + 36 U DATE REVISION .............................. RJW ................ Hakanson Anderson Civil Engineers and Land Surveyors 763-427-5860 FAX 763-427-0520 1 A ]i 3601 Thurston Ave., Anoka, Minnesota 55303 www.hoo—Inc.com El -STREET I ............................................ DITCH & CULVERT PROFILES CITY OF OTSEGO, MINNESOTA EASTERN DITCH .......... .......................... I ........... ..................... ......... 97( ......................... L ............................ 1 ........................................... .................................. ............................... ......910 II II 965 Ln < 16— V) � Nc _< W Ln o W Ul) 960 L_j 40LF 15- CMP se W ro M 44LF iS'* CIAP cr) 960 0 —ID.68X <. 0 D* Uj INCL. FES (2) M INCL. FES (2) cr) . . . . . . . . . . . . . . . . . . . . . . . . . . . 34LF 15" CMP . . . . . . . . . . . . . . . . . 0 -r-0.6ax . . . . . . INCL. FES (2) . . . . . . . in. ILLJ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M INCL. FES (2) > 955 LJfl Uj . . . . . . . . . . . . . .Q.3'- - - 03� . . . . . . . ...... 7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .• 955 I I I .. Ul) cl C" C) W) EXISTING DITCH PROFILE, Lr) ur) + an K) - 2 950 . . . . . . . . . 4" - .* Lr) P4 . . . . . . . . . Cn ' .4 Nt ' ' ' ", LO U') tn C-4 0) .11. . I I . . . W) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 950 . . . . . . . . L4 CD > V) > 0 > W >. > La 0 tn > LU WZ La PROPOSED DITCH PROFILE he W Ln 945 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ofdf. L U') C! Uok . . . . . . . . . . . . . . . -cc ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LO Ck� . . . . . . . . . . . . . . . . . . . . 945 . . . . . . . . M Ix CY) Lei J A 10 940 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . > _j L" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 940 . . . . . . . . 935 . . . . . . . . 935 ED t! Sit 4r7LO fei Ln W C� to 0 Ln E .� 0 WW W bo . . . . . . . . . . . . . . W Ln &n . . . . . . hn ap . . . . .4P7 . . . . . . . . 1 M 01 0) Q1 M Ul 01 Ln 01 Ln %.n 0) Lo M 4 " cm 0) 05 0� C1 E Lna-0 > 2-8 2-9 30 31 3-2 3.3 34 3.5 36 U DATE REVISION I hereby ceFfify Khat IhIs pion. specUlcation. or repori woo prepored by me or under my direct supervision and that I Ln am a duly Ucensed Professional Ell Tneer under We ltws of the Stale of MTnne- 14 RONALIV Date __5_ZB1_ 13 Lfc. No. 1 26052 RJW Hakanson Anderson Civil Engineers and Land Surveyors 763-427-5860 FAX 763-427-0520 1 A ]i 3601 Thurston Ave., Anoka, Minnesota 55303 www.hoo—Inc.com El -STREET LABEAUX AVENUE & DRAINAGE IMPROVEMENTS- DITCH & CULVERT PROFILES CITY OF OTSEGO, MINNESOTA SHEET CF 38 SHEETS X, RM Ff. JSP C oll L Mon rt RJW :1 1 OTS89 I E �.Y Leh Q a. y m� ,Lj Fn tCL a N a C a� �a 4 i 960 955 50 45 940 935 939 960 955 950 945 940 335 930 FES 1 -- FES 960 955 950 945 940 935 930 FES 1 1 — FES 1 960 44LF 15" RCP & —1.10x INCL. FES (2) DWO A R` Haanon Anderson Civil Engineers and Land Surveyors 36€31 Thurston Ave., Anoka, Minnesota 55303 FAX 763-427--0524 www.haa—ino.com L B EAU AVENUE STREET �+C I�F� �I�AGE It�11�1 0'1�E EATS 46L D 1.60% INCI. W RCP FES (2) CQ r. DM r; JAP rn n r Ur] ro r cri Lei } t.- C%4 Cn tn 11 Lf C3] 960 955 950 945 940 935 930 FES 1 1 — FES 1 960 955 950 945 940 935 930 44LF 15" RCP & —1.10x INCL. FES (2) DWO A R` Haanon Anderson Civil Engineers and Land Surveyors 36€31 Thurston Ave., Anoka, Minnesota 55303 FAX 763-427--0524 www.haa—ino.com L B EAU AVENUE STREET �+C I�F� �I�AGE It�11�1 0'1�E EATS STREET CULVERT PROFILES CITY of OTSEG{9, l.+Ilhfi�lESOTA SHEEP 17 or SHEETS CQ r. DM r; JAP rn n r Ur] 955 950 945 940 935 930 o - - . II j Y I INTERSECTION DETAIL 77TH STREET & LABEAUX AVE 1 1 11 --=:: 10, 7TH STREET NE GENERAL MOTES: 1. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. DATE REVISION I hereby certify fhol thTs ;plan, specitTcallon, or report was prepared by me or under my dTrecl suparvisian ©nd 1hot I a duly Lcensed Prolassional Tnaer under lie laws of fhe State of k+1Tnnys P.L. Date 5+'8 13 F Lic. ala. 26052 DWO A R` Haanon Anderson Civil Engineers and Land Surveyors 36€31 Thurston Ave., Anoka, Minnesota 55303 FAX 763-427--0524 www.haa—ino.com L B EAU AVENUE STREET �+C I�F� �I�AGE It�11�1 0'1�E EATS STREET CULVERT PROFILES CITY of OTSEG{9, l.+Ilhfi�lESOTA SHEEP 17 or SHEETS DM r; JAP ocm763-427-5860 IRJW C3] T- C; O i CA z Ara LLJ C) o - - . II j Y I INTERSECTION DETAIL 77TH STREET & LABEAUX AVE 1 1 11 --=:: 10, 7TH STREET NE GENERAL MOTES: 1. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. DATE REVISION I hereby certify fhol thTs ;plan, specitTcallon, or report was prepared by me or under my dTrecl suparvisian ©nd 1hot I a duly Lcensed Prolassional Tnaer under lie laws of fhe State of k+1Tnnys P.L. Date 5+'8 13 F Lic. ala. 26052 DWO A R` Haanon Anderson Civil Engineers and Land Surveyors 36€31 Thurston Ave., Anoka, Minnesota 55303 FAX 763-427--0524 www.haa—ino.com L B EAU AVENUE STREET �+C I�F� �I�AGE It�11�1 0'1�E EATS STREET CULVERT PROFILES CITY of OTSEG{9, l.+Ilhfi�lESOTA SHEEP 17 or SHEETS DM r; JAP ocm763-427-5860 IRJW V J 3 8 9 DATE REVISION 1 hereby cerilfy that this pTan, specification. or report wos prepared by me or under rrtiy direct superrrisicn and that I am a duly Ur-ensed ProfessTcnol Erx Tneer undar the Iowa of the State of UInrrfcJ GMM M RJIr' 3601 �y �y Anderson H C' Civil Engineers and Land Surveyors Thurston Ave., Anoka. Minnesota 55303 L�1 � �1 � AVENUE p (� EROSION CONTROL PLANS SHEET 18 {}F - [� .+ 6r: ,SAP oare� 763-427--5860 FAX 763-427-0520 38 Date 5/8/13 } Lac. No. _2so52 RJ +�w.hou--ine.com STREET DRAINAGE IMPROVEMENTSCITY OF OTSEGO. MINNESOTA sH�cT$ OT389 Ch m S u r� a Co J fa E� a s+7 U v U r y t'r tL �a C 1'aO m C7 �g Y 10 LF S i LT FENCE I hereby cer}iiy that IhTs pian, specification. or report wos pre;>ored by me or under my direct superrisTon and that I ason-al E 91neer under the laws orn a duly Lrconsed Profel of the State of Wnn .sr ROM Dade 5 8 13 Llc. r 26052 V. R.1tiY � I� 1 1+ Anderson Civil Engineers and Lard Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hoo—inc.com J � p Y EROSION E O S I O N CONTROL PLANS R LN S CITY OF OTSEGO. MINNESOTA SHEET 1 9 CF 38 sH��rs TURF ESTABLISHMENT 10LF SILT FENCECOUNTY fAID STAH AY I` O, 19 SEE SHEET 1 10 LF SILT FENCE 0.5 ACRES GE�FS RJ ,r FOR QUANTITY - -- - -- --- - - — - ZL 0 ;_; . hf co =='27+0 25+00 � Bff}D 0 w T� 22+00 23+00 24+00 19+00 20+00 z 1+40 � u _ — — -�+ `j # + + + + # + + + + + + ++ En + + + + + + # + } + # + + + + + + + i + + + + + + + + + + + + + + t # t + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + f + + + + + ++ + + + + + + t + + + + + + t + + + + + + + + + + + + + + + + + + + + + + + + + y y + t + + + + +Ii. + + + + i + I + + + + + + + + + LL, + + t + + + + + + + + + + + + cry 16— + + + + + + ++ + + + + + + + + + + + + # + + + + + + + + + + + + + + + + + + + # + + + + + + 10 LF SILT FENCE 4 I I I I EA � l I 10 LF SILT FENCA I 01 i I I TURF ESTABLISHMENT 0.1 ACRES TURF ESTABLISHMENT 0.1 ACRES I 10 LF SILT FENCE r 1 TURF ESTABLISHMENT 0.1 ACRES TURF ESTABLISHMENT 0.1 ACRES LEGEND ++++}+ i SEED MIXTURE 270 SEED 151}{TL}RE 254 —,-- SILT FENCE ao io 30 so SCALE Its FEET DATE REVISION I hereby cer}iiy that IhTs pian, specification. or report wos pre;>ored by me or under my direct superrisTon and that I ason-al E 91neer under the laws orn a duly Lrconsed Profel of the State of Wnn .sr ROM Dade 5 8 13 Llc. r 26052 V. R.1tiY � I� 1 1+ Anderson Civil Engineers and Lard Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hoo—inc.com L B E U X AVENUE STREET & DRAINAGE I (PROVE LENTS p Y EROSION E O S I O N CONTROL PLANS R LN S CITY OF OTSEGO. MINNESOTA SHEET 1 9 CF 38 sH��rs DCA Gr: JAP GE�FS RJ ,r OT389 v 10 LE SILT FENCE 10 LF SILT FENCE 103 LF SILT FENCE — — -�— — — J — COUNTY STATE AID HIGHWAY NO. 19 I SEE SHEET 19 %, FOR QUANTITY t II ......::: 1 E /�y 36 04 36 I +VLJ W32+00Lo 28+0303 29+003 30+00 — 31+00 + —�� ! + + + + + + + + + + +�+ + + + + + + + + # + + +LLId fr # C + # # + t + #C + # + + + # + + # + + + + + + + + + + + # + # + ! t + +W + # + + + + t + + + + + + + # # + + # + # # #+ + + + + + # + # + +++##.++### + + + + + # # t + + + + + + # + + ++ + + + + + + + + + + + + 4 ++ # + + + ++ ++++ # + # + + + + + + + + + + + + # + + #+ # # + + + + + t + # + # + + + # + + ++ ++++ F ++ + + + * 4- # t# + + ++ + +++ *# ++ +++++++ + + ++ ++ ++ 0 + + +cn� #+ ++ =I1 ++++I 25 LF SILT FE14CE #++++ cry q + # +! 4 + I ++ #+ I "1 10 LF SILT FENCE#�++++ I ! ++ � I TURF ESTABLISHMENT I ++++++ #+ 0.2 ACRES � +I + + 10 LF SILT FENCE + I I ! + ++++ # TURF ESTABLISHMENT C ++ ! ++ + 0.1 ACRES + ! II I TURF ESTABLISHMENT +�+#++++ I ! ++ 01.2 ,ACRES ++++++ I I +* ! I I +++++ + C I ! + ! I I ! I ++ C C I I + 1 + + # I I I I I ++# I +++# I ++## I C II ! ++#4 I I ## ## I I I I +#+# I ! I l L± # # I LEGEhfD I II * # * + * + SEEP] MIXTURE 270 + + SEED MIXTURE 250 ---- — SILT FENCE SCALE IN FEET DATE REVISION I hereby certify that IhIs plan. apecificotlon, or sport wns prepared by ms or under my direct supervislon and that t vm a duty Licensed PrafessTannl En lneer under the lawns of tyre Sftate of Wnn� P.E. Date 8/13 LIC. 2s 52 RJ I� ri r� Anderson Q Q 1 1 1 1 r 1EROSION Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 553013 1763—x€27-5860 FAX 763-427-0520 WWW.hoa—ine.com LA� B EAv U X AVENUE STREET` & DRAINAGE NI'v'1�''' C3VEMENT p }� E ROS I O IV CONTROL PLANS CITY [}�' C3TSr=04! 1M,+II�JNE50)TA SHEET 20 OF 36 SHEETS DUA[1y.- JAP moi➢ R, c� LLI LLJ � —j LuLLJ� cz~ C�—�� / -- -- —_ -- -- -- -- —___---_-- -- COUNTY STATE mn ymww^, NO. `o 12+00 is 00 14+00 15+00 — 16100--- — ---+— — -----`�1��--- � V) iLJ ------- | \ | | | \ \ | i | \ | | | | | | | | | GENERAL NOTES: 1 . SIGNS SHALL BE FURNISHED AND INSTALLED BY OTHERS. 2. ALL SIG14S SHALL HAVE TYPE IX SHEETING UNLESS NOTED. 3. SIGN COLOR SHALL BE AS SHOWN IN THE MnDOT STANDARD 30 0 30 60 SIG14S MANUAL, UNLESS NOTED. I SCALE IN FEET DATE REVISION I hereby corlify that this plan, 3pecificinflon. of repori was om a duly Ucensed Professional En Inser under lhe lows of lha Stale of Mtnn 7 DC9M M RJW Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave.. Anoka. Minnesota 55305 763-427-5860 FAX 763-427-0520 www.hoo—inc.com LABEAUX AVENUE STREET & DRAINAGE IMPROVEMENTS SIGNAGE PLAN Cirf OF OTSEGO, MINNESOTA SHEET 2.1 OF SH EETS DM P-1 JAP COUNTY STATE IIID HIGHWAY NO. 19 h' 19+00 20+00 T L to {. -4 70 M 1 0 I � M R1-1 STOP 1+00 22+00 23+00 — — 24+00— 2 I 26+00 27+00 GENERAL MOTES: REFERENCE NOTES: 1. SIGNS SHALL BE FURNISHED AND INSTALLED BY OTHERS. SEE DETAIL ON SHEET 23. 2. ALL SIGNS SHALL NAME TYPE IX SHEETING UNLESS NOTED. 3. SIGH' COLOR SMALL BE AS SHOWN IN THE MnDOT STANDARD 30 0 30 50 SIGNS MANUAL, UNLESS NOTED. Mood SCALE In FEET DATE REViSIO ,1 I hereby certify that this plan. specification. or report was prepared by me or tender my direct supervisionudo and taws I am a duly L?censed Professional l=ng neer under 1ha laws of the Sime of MInnes �� Date P.E.1�. No. 26052 DMM it RJW I ,r� H a k a n o n Anderson Clvil Engineers and Land Surveyors 3681 Thurston Ave.! Anoka, Minnesota 55303 1`'63-42.7-5868 FAX 7'63-427-0520 www.haa--lne.com LI B E U XAVENUE STREET & DRAINAGE IMPf O EMENT SIGNAGE PLA CITY OF OTSEGO, MINNESOTA SHEET 22 OF 38 sal S .IAP GFI�QGI?�; RJW OT389 `/ V I — — — — — — — — — — — — — — — -- — — — — — — — — -- — — — — — — — — — — — — — — — — — ) COUNTY STATE mu HIGHWAY NO. ,n 34+00 �� co32+0030+00 31+00 29+00 0)� � | | | | | | | ___________–_}_1--------------- � ' -------------- ------- T�-�---------- | LL—u | 1 k | ;0`� r 0 0�| | | | F7 | | FURNISH AND INSTALL NEW SIGNS I hereby ceriiry that this plan. specificol-lon. or report was orn a duty LT4ronsed FrofessToncl Engl I near under the lows of the Stale of Wnne�9 5/8/13 Dole VWA LIc. No. 26052 "M By: Hakanson Anderson Civil Engineers ond Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hao—ine.com POSTS SIGNAGE PLAN CITY OF OTSEGO. MINNESOTA I SIGN SIGN COLOR SIZE COMMENTS NUMBER NUMBER OF LENOTH MOUNTING )A EIGHT QUANTITY INUMBER AND TYPE KNEE BRACES (FEET) (FEET) TIEWPORARY CUL DE SAC nm WHITE OUTLET BLACK 9" PLATES 2 ON YELLOW (SHTR�EETT NAME) WHITE 6"' PLATES LOCAL TO LOCAL STREETS, ALL OTHER INTERSECTIONS1 G) ON GREEN 9" PLATES REFERENCE wo`oa (1) INSTALL. moxS ON mr or x,—` SIGNS. nm ALL STREET w^mr mmwo ov^u HAVE o~. ocmco ~a~ LETTERING AND NUMBERING. ocmcn^L wo`ES. ,. u/ows su^u BE nmwISncu AND INSTALLED BY OTHERS. 2. ALL s/oms sv^u HAVE TYPE IX onccnwo uwLEsy NOTED. S. uum ouum Sw^u BE AS svnWx IN THE u"DOn yTAwo^xu smwS u^wu^L, uwLsss *mso. 40 DATE REVISION I hereby ceriiry that this plan. specificol-lon. or report was orn a duty LT4ronsed FrofessToncl Engl I near under the lows of the Stale of Wnne�9 5/8/13 Dole VWA LIc. No. 26052 "M By: Hakanson Anderson Civil Engineers ond Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hao—ine.com LABEAUX AVENUE STREET & DRAINAGE IMPROVEMENTS SIGNAGE PLAN CITY OF OTSEGO. MINNESOTA I SHEET 25 OF' 38 x 1 SHEETS —RJW DU -n rf,. JAP RJW OT389 DAT E REViSION DMGfD BY- RJW ce. -P R OF I GRAD E— SHEET 0 CAP: CROSS SECTIONS 25 PROE114E N.) %14 iT. C> Civil Engineers and Land Surveyors LABEAUX AVENUE 0 F GRADE) 3601 Thursfon Ave., Anoka, Mfnnesofa 55303 X DfD!D Et RJW 763-427-5860 VAX 763-427-0520 www.hao—inc.com I STREET & DRAINAGE IMPROVEMENTS I CITY OF OTSEGO, MINNESOTA 38 SH SHEETS M, CIO cn -20 —40 —20 m co 01 20 40 —AO —20 0 20 40 DAT E REViSION DMGfD BY- RJW ce. -P R OF I GRAD E— SHEET 0 CAP: CROSS SECTIONS 25 GRAQ N.) %14 iT. Civil Engineers and Land Surveyors LABEAUX AVENUE 0 F JAP 3601 Thursfon Ave., Anoka, Mfnnesofa 55303 X DfD!D Et RJW 763-427-5860 VAX 763-427-0520 www.hao—inc.com I STREET & DRAINAGE IMPROVEMENTS I CITY OF OTSEGO, MINNESOTA 38 SH SHEETS M, CIO cn -20 —40 —20 40 DAT E REViSION DMGfD BY- RJW Hakanson Anderson SHEET CAP: CROSS SECTIONS 25 GRAQ N.) %14 iT. Civil Engineers and Land Surveyors LABEAUX AVENUE 0 F JAP 3601 Thursfon Ave., Anoka, Mfnnesofa 55303 X DfD!D Et RJW 763-427-5860 VAX 763-427-0520 www.hao—inc.com I STREET & DRAINAGE IMPROVEMENTS I CITY OF OTSEGO, MINNESOTA 38 SH SHEETS M, CIO cn —40 —20 a 20 40 DAT E REViSION DMGfD BY- RJW Hakanson Anderson SHEET CROSS SECTIONS 25 N.) %14 iT. Civil Engineers and Land Surveyors LABEAUX AVENUE 0 F JAP 3601 Thursfon Ave., Anoka, Mfnnesofa 55303 X DfD!D Et RJW 763-427-5860 VAX 763-427-0520 www.hao—inc.com I STREET & DRAINAGE IMPROVEMENTS I CITY OF OTSEGO, MINNESOTA 38 SH SHEETS U I 15tsu E DATE REVISIO14 Dnm lrf-. SHEET RJW 26 'A Hakanson Anderson CROSS SECTIONS WIN V.. vll Engineers and Land Surveyors LABEAUX AVENUE C F c ' ca JAP 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 at= ril 38 RJW www.hac3—Inc.com ENTS SHEETS I ml STREET & DRAINAGE IMPROVEM CITY OF OTSEGO, MINNESOTA x 01389 P E GRADI ........... ............... ck: ce- GRAD 0 PROF14E 01j, LO c" "7 GO M —20 cr_ E DATE REVISIO14 Dnm lrf-. SHEET RJW 26 'A Hakanson Anderson CROSS SECTIONS WIN V.. vll Engineers and Land Surveyors LABEAUX AVENUE C F c ' ca JAP 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 at= ril 38 RJW www.hac3—Inc.com ENTS SHEETS I ml STREET & DRAINAGE IMPROVEM CITY OF OTSEGO, MINNESOTA x 01389 P E GRADI ........... ............... ce- GRAD 0 PROF14E 01j, LO c" "7 —40 —20 cr_ 0 20 40 to m. cro E DATE REVISIO14 Dnm lrf-. SHEET RJW 26 'A Hakanson Anderson CROSS SECTIONS WIN V.. vll Engineers and Land Surveyors LABEAUX AVENUE C F c ' ca JAP 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 at= ril 38 RJW www.hac3—Inc.com ENTS SHEETS I ml STREET & DRAINAGE IMPROVEM CITY OF OTSEGO, MINNESOTA x 01389 ce- GRAD 0 PROF14E "7 cr_ dw to m. cro —40 —20 0 20 40 c7) cr) �0 . —40 —20 0 20 40 E DATE REVISIO14 Dnm lrf-. SHEET RJW 26 'A Hakanson Anderson CROSS SECTIONS WIN V.. vll Engineers and Land Surveyors LABEAUX AVENUE C F c ' ca JAP 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 at= ril 38 RJW www.hac3—Inc.com ENTS SHEETS I ml STREET & DRAINAGE IMPROVEM CITY OF OTSEGO, MINNESOTA x 01389 ce- GRAD 0 to m. cro —40 —20 0 20 40 E DATE REVISIO14 Dnm lrf-. SHEET RJW 26 'A Hakanson Anderson CROSS SECTIONS WIN V.. vll Engineers and Land Surveyors LABEAUX AVENUE C F c ' ca JAP 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 at= ril 38 RJW www.hac3—Inc.com ENTS SHEETS I ml STREET & DRAINAGE IMPROVEM CITY OF OTSEGO, MINNESOTA x 01389 370 97( 150 95( ?40 94C 330 93C 370 97C 150 9-5( 040 94C M30 93C Mram Rf.. RJW I Hakanson Anderson Civil Engineers and Land Survayors 3601 Thursfon Ave., Anoka, Minnesota 55,303 763-427-5860 FAX 763-427-0520 I A I www.haa—ine.com LABEAUX AVENUE STREET & DRAINAGE IMPROVEMENTS STR _L CROSS SECTIONS CITY OF OTSEGO. MINNESOTA SHEET 27 OF [X I 38 SHEETS om if, JAP E RJW PROF1 E RF cc PROFILE GRAD E 36 0 0) co cr) 370 97( 150 95( ?40 94C 330 93C 370 97C 150 9-5( 040 94C M30 93C Mram Rf.. RJW I Hakanson Anderson Civil Engineers and Land Survayors 3601 Thursfon Ave., Anoka, Minnesota 55,303 763-427-5860 FAX 763-427-0520 I A I www.haa—ine.com LABEAUX AVENUE STREET & DRAINAGE IMPROVEMENTS STR _L CROSS SECTIONS CITY OF OTSEGO. MINNESOTA SHEET 27 OF [X I 38 SHEETS om if, JAP E RJW cc PROFILE GRAD E 36 0 LO a! cn Ln m. —40 —20 u? 0 0] 20 —20 40 0 —40 20 —20 ❑ 2G AG 370 97( 150 95( ?40 94C 330 93C 370 97C 150 9-5( 040 94C M30 93C DATE REVISION Mram Rf.. RJW I Hakanson Anderson Civil Engineers and Land Survayors 3601 Thursfon Ave., Anoka, Minnesota 55,303 763-427-5860 FAX 763-427-0520 I A I www.haa—ine.com LABEAUX AVENUE STREET & DRAINAGE IMPROVEMENTS STR _L CROSS SECTIONS CITY OF OTSEGO. MINNESOTA SHEET 27 OF [X I 38 SHEETS om if, JAP E RJW cc PROM GRAD E 36 0 LO a! cn Ln m. —40 —20 0 20 —20 40 0 DATE REVISION Mram Rf.. RJW I Hakanson Anderson Civil Engineers and Land Survayors 3601 Thursfon Ave., Anoka, Minnesota 55,303 763-427-5860 FAX 763-427-0520 I A I www.haa—ine.com LABEAUX AVENUE STREET & DRAINAGE IMPROVEMENTS STR _L CROSS SECTIONS CITY OF OTSEGO. MINNESOTA SHEET 27 OF [X I 38 SHEETS om if, JAP E RJW 0 PROM GRAD E 36 Ln m. cn —40 —20 0 20 40 DATE REVISION Mram Rf.. RJW I Hakanson Anderson Civil Engineers and Land Survayors 3601 Thursfon Ave., Anoka, Minnesota 55,303 763-427-5860 FAX 763-427-0520 I A I www.haa—ine.com LABEAUX AVENUE STREET & DRAINAGE IMPROVEMENTS STR _L CROSS SECTIONS CITY OF OTSEGO. MINNESOTA SHEET 27 OF [X I 38 SHEETS om if, JAP E RJW OT389 OT389 DATE REVISION OEDM M RJ1'W Ha anconAnderson SHEET I 29 tAN ly. 1' RO N GRAD OIvII Engineers rs and land Surveyors rs � �1 1 LO D FL OF JAiP '3 La 3601 Thurston Ave., Anoka, Minnesota 55303 ► L0 CHOU P. RJWA —40 W —20 STREET & DRAINAGE i l�r1 �' C311 E IVI E SITS O 38 SHEETS 20 AO GRAD ■ r --40 --20 0 20 40 Cd Ua Ln cn cn DATE REVISION OEDM M RJ1'W Ha anconAnderson SHEET Tic ra 29 tAN ly. 1' RO N GRAD OIvII Engineers rs and land Surveyors rs � �1 1 LO D FL OF JAiP '3 3601 Thurston Ave., Anoka, Minnesota 55303 ► L0 CHOU P. RJWA —40 —20 STREET & DRAINAGE i l�r1 �' C311 E IVI E SITS O 38 SHEETS 20 AO DATE REVISION OEDM M RJ1'W Ha anconAnderson SHEET Tic ra 29 tAN ly. OIvII Engineers rs and land Surveyors rs � �1 1 LO D FL OF JAiP 3601 Thurston Ave., Anoka, Minnesota 55303 ► CHOU P. RJWA 763. 427-5860 FAX 763--427-0520 www.hoc3—inc.com STREET & DRAINAGE i l�r1 �' C311 E IVI E SITS CITY OF OTSEGO, MINNESOTA 38 SHEETS ■ r --40 --20 0 20 40 DATE REVISION OEDM M RJ1'W Ha anconAnderson SHEET Tic ra 29 tAN ly. OIvII Engineers rs and land Surveyors rs � �1 1 OF JAiP 3601 Thurston Ave., Anoka, Minnesota 55303 ► CHOU P. RJWA 763. 427-5860 FAX 763--427-0520 www.hoc3—inc.com STREET & DRAINAGE i l�r1 �' C311 E IVI E SITS CITY OF OTSEGO, MINNESOTA 38 SHEETS U 16 is J OT389 DATE REYISION DL9M rf-. RJ W 9 Hakanson Anderson PROFI SHEET I CROSS SECTIONS 31 PROF1 E 1 —1 PROBLE 0 Li Li x 0 RA 0 ti —GRAD GRADE 3601 Thurston Ave., Anaka, Wnnesofa 55303 GRAD 5j Z3 RJW Ln cn 04 (" ey m U") cm STREET & DRAINAGE IMPROVEMENTS CITY OF OTSEGO. MINNESOTA 38 SHEETS L co rn cn u) —40 bn L7} —20 0 20 40 DATE REYISION DL9M rf-. RJ W 9 Hakanson Anderson PROFI SHEET I CROSS SECTIONS 31 PROF1 E 1 —1 Civil Engineers and Land Surveyors LABEAUX AVENUE 0 RA 0 ti —GRAD 3601 Thurston Ave., Anaka, Wnnesofa 55303 GRAD 5j Z3 RJW Ln cn 04 (" ey m U") cm STREET & DRAINAGE IMPROVEMENTS CITY OF OTSEGO. MINNESOTA 38 SHEETS L I— bn L7} co co C4 U) i7F 4-40 —20 0 20 40 DATE REYISION DL9M rf-. RJ W 9 Hakanson Anderson PROFI SHEET I CROSS SECTIONS 31 PROF1 E 1 —1 Civil Engineers and Land Surveyors LABEAUX AVENUE 0 RA 0 —GRAD 3601 Thurston Ave., Anaka, Wnnesofa 55303 5j RJW Ln cn 04 (" ey m U") cm STREET & DRAINAGE IMPROVEMENTS DATE REYISION DL9M rf-. RJ W 9 Hakanson Anderson PROFI SHEET I CROSS SECTIONS 31 E 1 —1 Civil Engineers and Land Surveyors LABEAUX AVENUE 0 RA JAIL 3601 Thurston Ave., Anaka, Wnnesofa 55303 5j RJW Ln cn 04 (" 763-427-5860 FAX 763-427-0520 www.hoo—inc.com STREET & DRAINAGE IMPROVEMENTS DATE REYISION DL9M rf-. RJ W 9 Hakanson Anderson SHEET I CROSS SECTIONS 31 Dun P.. 1 —1 Civil Engineers and Land Surveyors LABEAUX AVENUE OF JAIL 3601 Thurston Ave., Anaka, Wnnesofa 55303 5j RJW 763-427-5860 FAX 763-427-0520 www.hoo—inc.com STREET & DRAINAGE IMPROVEMENTS CITY OF OTSEGO. MINNESOTA 38 SHEETS L I— DAT E REVISION Fr.. rcj%v Ha ancon Anderson SHEET 0 PROF1 E GRAD CROSS SECTIONS Li V.1114 9f, 3r. . . . . . . . . . . . . . . . . . . PROF1 E Gj FRZA ind Li 11 11 PROF) X JAP Li 9 7' Ln cn —40 763-427-5860 FAX 763-427-0520 www.hac3—inc.com t -e) a 20 DAT E REVISION Fr.. rcj%v Ha ancon Anderson SHEET 0 PROF1 E GRAD CROSS SECTIONS Li V.1114 9f, . . . . . . . . . . . . . . . . . . PROFI E 3: PROF) X JAP Li 9 7' Ln cn —40 763-427-5860 FAX 763-427-0520 www.hac3—inc.com —20 a 20 40 pi LO DAT E REVISION Fr.. rcj%v Ha ancon Anderson SHEET 0 PROF1 E GRAD CROSS SECTIONS Li V.1114 9f, . . . . . . . . . . . . . . . . . . PROFI E 3: La La 9 JAP 7' Ln cn —40 763-427-5860 FAX 763-427-0520 www.hac3—inc.com —20 a 20 40 DAT E REVISION Fr.. rcj%v Ha ancon Anderson SHEET CROSS SECTIONS 32 V.1114 9f, PROFI E 3: La La 9 JAP 7' ofm F: RJW_ 763-427-5860 FAX 763-427-0520 www.hac3—inc.com STREET & DRAINAGE IMPROVEMENTS CITY OF OTSEGO. MINNESOTA 38 SHEETS 1:!5ul LO —40 —20 0 20 40 DAT E REVISION Fr.. rcj%v Ha ancon Anderson SHEET CROSS SECTIONS 32 V.1114 9f, Civil Engineers and Land Surveyors LABEAUX AVENUE OF JAP 3601 Thurston Ave., Anoka, Minnes-ofo 55303 ofm F: RJW_ 763-427-5860 FAX 763-427-0520 www.hac3—inc.com STREET & DRAINAGE IMPROVEMENTS CITY OF OTSEGO. MINNESOTA 38 SHEETS 1:!5ul U I Mv E CL Ln U e$ [;SF I.- 3 DATE REVISION II Hakanson Anderson La RJW 4m PRON GRAD Ln m E La La OFJL,E 0 RA 1) E: PRLOFI E GRAD Civil Englnears: and Land Surveyors cr Ln OF DATE REVISION II Hakanson Anderson La RJW CROSS SECTIONS 135 La La OFJL,E 0 RA 1) E: PRLOFI E GRAD Civil Englnears: and Land Surveyors cr Ln OF L 3601 Thurston Ave., Anoka, Minnesota 55303 51; RJW PROF14E 763-427 5860 FAX 763-427-0520 www.hao—ine.com STREET & DRAINAGE IMPROVEMENTS I ST CITY OF OTSEGO, MINNESOTA 3B SHEETS DATE REVISION Hakanson Anderson La RJW CROSS SECTIONS 135 La La OFJL,E 0 RA 1) E: Civil Englnears: and Land Surveyors cr Ln OF JAP 3601 Thurston Ave., Anoka, Minnesota 55303 DATE REVISION Hakanson Anderson SHEET RJW CROSS SECTIONS 135 La La V; Civil Englnears: and Land Surveyors LABEAUX AVENUE OF JAP 3601 Thurston Ave., Anoka, Minnesota 55303 51; RJW PROF14E 763-427 5860 FAX 763-427-0520 www.hao—ine.com STREET & DRAINAGE IMPROVEMENTS I ST CITY OF OTSEGO, MINNESOTA 3B SHEETS .0 GRAD9 Ln DATE REVISION Hakanson Anderson SHEET RJW CROSS SECTIONS 135 V; Civil Englnears: and Land Surveyors LABEAUX AVENUE OF JAP 3601 Thurston Ave., Anoka, Minnesota 55303 51; RJW 763-427 5860 FAX 763-427-0520 www.hao—ine.com STREET & DRAINAGE IMPROVEMENTS I ST CITY OF OTSEGO, MINNESOTA 3B SHEETS OT389 DATE REVISION DMU IY: RJW =SHEET Ha arson Anderson PROF1 -E CROSS SECTIONS 35 " Ir. GRAD Clyll Engineers and Land Surveyors LABEAU X AVENUE OF L JAP 3601 Thurston Ave., Anoka. Minnesola 55303 51 nfom RJW 763-427-5860 FAX 763-427-0520 www.hoo—ine.com 7 Do In CITY OF OTSEGO. MINNESOTA 38 SHEETS F -40 -20 0 20 40 DATE REVISION DMU IY: RJW =SHEET Ha arson Anderson CROSS SECTIONS 35 " Ir. Clyll Engineers and Land Surveyors LABEAU X AVENUE OF L JAP 3601 Thurston Ave., Anoka. Minnesola 55303 51 nfom RJW 763-427-5860 FAX 763-427-0520 www.hoo—ine.com STREET & DRAINAGE IMPROVEMENTS CITY OF OTSEGO. MINNESOTA 38 SHEETS F 013B9 E =1 CL [)ATE REVISION K9m rf: RJ W crr SHEET p NE GRAD El E FBF MLE GRADE CROSS SECTIONS .31: 0 8 ORM - p GRADEI - - - - - - - - - - - . 07-1 7 LABEAUX AVENUE OF X6 JAP 3601 Thurston Ave., Anoka, Minnesota 55303 [3 DEM Et RJW Q7 to LO CT} 763-427-5860 FAX 763-427-0520 www.hoa—ine.com STREET DRAINAGE IMPROVEMENTS C14 lii —AO —20 —40 —20 0 20 40 [)ATE REVISION K9m rf: RJ W crr SHEET p NE GRAD ZZ FBF MLE GRADE CROSS SECTIONS .31: 0 8 ORM - p Ln cr) Civil Engineers and Land Suryeyors LABEAUX AVENUE OF X6 JAP 3601 Thurston Ave., Anoka, Minnesota 55303 [3 DEM Et RJW [)ATE REVISION K9m rf: RJ W Hal an Anderson SHEET ZZ FBF MLE GRADE CROSS SECTIONS .31: 0 8 ORM - p 0 Civil Engineers and Land Suryeyors LABEAUX AVENUE OF X6 JAP 3601 Thurston Ave., Anoka, Minnesota 55303 [3 DEM Et RJW Q7 to LO CT} 763-427-5860 FAX 763-427-0520 www.hoa—ine.com STREET DRAINAGE IMPROVEMENTS CITY Of OTSEGO, MINNESOTA —AO —20 0 20 [)ATE REVISION K9m rf: RJ W Hal an Anderson SHEET CROSS SECTIONS ORM - p Civil Engineers and Land Suryeyors LABEAUX AVENUE OF X6 JAP 3601 Thurston Ave., Anoka, Minnesota 55303 [3 DEM Et RJW 763-427-5860 FAX 763-427-0520 www.hoa—ine.com STREET DRAINAGE IMPROVEMENTS CITY Of OTSEGO, MINNESOTA 38 SHEETS OT339 E =! EL DATE REVISION DEWO ly. RJW Hakanson Anderson Ce I CROSS SECTIONS 38 m" r; Li 6 Civil Englneers and Land Surveyors LABEAUX AVENUE Q ce PR UW GRADE O PROFI GRAD E 0 La La 25 STREET & DRAINAGE IMPROVEMENTS CITY OF OTSEGO, MINNESOTA 3B SHEETS cl LnC)� m m Ln 03 —40 —20 0 20 40 DATE REVISION DEWO ly. RJW Hakanson Anderson Ce I CROSS SECTIONS 38 m" r; Li 6 Civil Englneers and Land Surveyors LABEAUX AVENUE Q ce PR UW GRADE E 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hoa—Inc.com STREET & DRAINAGE IMPROVEMENTS CITY OF OTSEGO, MINNESOTA 3B SHEETS cl LnC)� m m Ln 03 DATE REVISION DEWO ly. RJW Hakanson Anderson !3HEET I CROSS SECTIONS 38 m" r; Civil Englneers and Land Surveyors LABEAUX AVENUE OF -37B JAP ofm m RJW 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hoa—Inc.com STREET & DRAINAGE IMPROVEMENTS CITY OF OTSEGO, MINNESOTA 3B SHEETS OT389