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ITEM 6.1 Needham AveRequest for CITY OF 0 Ot eg City Council Action MINNESOTA DEPARTMENT INFORMATION ORIGINATING DEPARTMENT: REQUESTOR. MEETING DATE: Public Works City Engineer Wagner July 22, 2013 PRESENTER(s): REVIEWED BY: ITEM #. City Engineer Wagner City Administrator Johnson 6.1 AGENDA ITEM DETAILS RECOMMENDATION - City Staff recommends awarding the construction contract for Phase I of the Needham Avenue Stormwater Improvement to Dave Perkins Contracting, Inc. in the amount of $39.,234.00. ARE YOU SEEK(NG APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED? Yes No BAC KG RO U N D/J U STI F ICATIO N: Needham Avenue Storm Sewer is a private system which has failed and is in need of improvement to alleviate flooding and improve quality of life in the area. The existing pipe system has a section which has collapsed and the existing culverts and ditches are at grades which do not promote drainage. The City held a public hearing on this project at the May 13; 2013, Council meeting. The Council authorized requests for quotes for the project. Needham Avenue Storm Sewer Improvement is in the 2013 CIP for an estimated arnount of $44,000. The quotes came in above that estimate. In speaking with the contractors regarding the estimate versus quotes the difference appears to stem mostly from the close working quarters. Working within the right of way, on a narrow street with fairly deep cuts with overhead utilities added significantly to the costs, Obviously, the additional costs would increase the proposed assessments significantly. Staff has discussed what other options there might be. A phasing option was determined to be an alternative which may work. Phase I would be re -grading the ditches and resetting culverts. The outlet pipe would be replaced to just beyond its current break and attached to the remaining existing section. This would remove the most costly portion of the project. That portion would be considered phase 2. Phase 2 would be needed if that portion of the pipe collapsed or could be completed in conjunction when the street is reconstructed. The section of the pipe remaining in a future Phase 2 was televised and deemed structurally intact. The Council agreed to requote for Needham Avenue Stormwater Improvements - Phase I only. The Engineer construction cost estimate for Phase I is $43,697'. The lowest and only quote received was in an amount of $39,234.00. SUPPORTING DOCUMENTS: Z ATTAC H E D NONE 0 BID TAB PLAN SHEET ENGINEERS ESTIMATE PHASE 1 0 RESOLUTION ACCEPTING QUOTE POSSIBLE MOTION ICr �= 01 Please word motion as you would like it to appear in the minutes. Motion to Approve Resolution 2013-43 to award contract for Needham Avenue Storm Sewer Improvement - Phase 1 to Dave Perkins Contracting, Inc. of Ramsey, IVIN, in the amount of $391234.0 0. BUDGET INFORMATION FUNDING'. I BUDGETED: 0 YES To 1 L1• ACTION TAKEN Ei APPROVED AS REQUESTED n DENIED oTABLIED a OTHER (List changes) COMMENTS: BID TABULATION CITY OF OTSEGO Needham Avenue Drainage Improvements - Phase 1, Improvement Project No. 13 - Quotes opened 1;00 p.m., July 10, 2013, Quote Schedule "A" -Streets and Grading Dave Perkins ContfactIng ITEM NO. I ITEM DESCRIPTION ESTIMATED QUANTITY UNIT PRICE EXTENSION I Mobilization 1 LS $1,200.00 $1,200.00. 19 Remove E)d st] ng PVC Storm Sewer Pipe 135 LF $10,00 $1,350.00 3 Remove Biturninous Pavement 106 SY $5.00 $530,00 4 Sawing Bituminous Pavement (Full Depth) 150 LF $3.00 $450.00 5 Ditch Gradin 2 1 LS $4,000.00 $4,0M00 6 Haul Excess Dirt to City Stockpile 231 CY $12.00 $2,772.00 7 Aggregate Base, Class 5 37 TN $28.00 $1,036.00 8 M[11 Biturn1nous Surface (1.5") 6 S $25.00 $150,00 9 Type LV4 Wea rf ng C o u rs e Mixture 20 TN $200.00 $4,000,00 10 Bituminous Material for Tack Coat 9 GAL $10.00 $90.00 11 Traffic Control 1 LS $600.00 $600.00 12 1 Silt Fence, T Machine S1 ioed 62 LF $4.00 $248.00 13 Seeding 1 AG $1,500.00 $1,500.00. 14 Seed, Mixture 270 80 LBS $3.50 $280,00 15 Mulch Material, Type 1 1 T N $350.00 $350.00 16 1 Eros !on Control Blanket Category 3 225 SY $2.00 $450.00 17 1 Fertilizer, Type 3 264 LBS $1.00 $264.00 Total Quote Schedule "A" $19,270,00 Quote Schedule "B" -Storm Sewer Dave Perkins Contracting ITEM NO, I ITEM DESCRIPTION ESTIMATED QUANTITY UNIT PRICE EXTENSION 18 15" CS Pipe Apron I EA $250.00 $250,00 19 12" RC Pipe Apron 6 EA $650.00 $3,900,00 20 15" RC Pipe Apron 4 EA $700.00 $2,800.00 21 24" RC Pipe Apron 2 EA $950.00 $1,900.00 22 115" HDPE PipaSewer 138 LF $30.00 $4,140.00 23 12" RC Pipe Sewer Design 3006 CL 111 46 LF $38.00 $1,748.00 24 115" RC Pipe Sewer Design 3006 CL 111 32 LF $38,00 $1,216.00 25 24" RC Pipe Sewer Design 3006 CL 111 32 LF $55.00 $1,760,00 26 Catch Basin 1 EA $1,650.00 $1,650.00 127 1 Connect to E)dst[n g Dral nage Pie 1 1 EA $600.001 $600.00 Total Quote Schedule "S" SUMMARY OF QUOTES Total Bass Quote Schedules A and B ot435 quotetab - Phase 1 QT- 1 OF 1 $19,964.0] Dave Perkins Contracting $39,234.00 NEEDHAM AVENUE DHAINAGE==� IMPHOVENIE�ATS PHASE I CONSTRUCTION Pi --Ams rort sToRm srwuR REPLAGE-WEriNT AND DITCH ORADING -!. Hak-anson Anderson r°4.t. H51h STREET N. E. - 87th N.E. 85th STREET __� r /-_.�d yr i r %-.?l %--f l *_.�r_ %.7%a WRIGHT U T I', MINNESOTA CITY OF 1-7114PdL3&0'PA VE ING- SPECIFICATIONS THE 2005 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION ''STAN'DARD SPECIFICATIONS FOR CONSTRUCTION" SHALL APPLY. ALL FEDERAL, STATE AND LOCAL_ LAWS, REGULATIONS, AND ORDINANCES SHALL BE COMPLIED NVITH IN THE CONSTRUC-HON OF THIS PROJECT. ALL TRAFFIC CONTROL DEVICE=S AND SIGNING SHALL CONFORM TO THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING THE tATEST r'IELD MANUAL. FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. WORK SHILL CONFORM TO THE STANDARD UTILITY SPECIFICATIONS AS PUBLISHED 8Y THE CITY ENGINEERS ASSOCIATION OF MINNESOTA, 1999 REVISION. ALL REQUIREMENTS OF THE PROJECT MANUAL FOR THE NEEDHAM AVENUE DRAINAGE 1bfP QVEMFNTS (CITY PROJECT NO. 13--02). 8 --HEFT INDEX THIS PLAN CONTAINS tO SHEETS SHEET NO. ION 1 TITLE SHEET 2-3 DETAILS AND QUANTITIES 4 EROSION CONTROL PLAN 5-6 REMOVAL PLAN 7--9 STORM SEVIER AND DRAINAGE PLAN 10 TRAFFIC CONTROL 1 -X4 CRDSS--SECTIONS I hereby certify 0 -tot thls pin , spect€Ication, or report vios prepared by me or under m dI ect pervlslon and i�hat I coni a dulyLfconsed Professlonni Engineer der 1he laws of tho Stafe of MInnesola. _e-7126052 DATE 6/17/2013 R0 D J. V/AG , P. E. CIC. N0. HAKANSON ANE ON IIS! PROJECT ENGI U DATE I REVISION SHEET 1 OF 10 SHEETS rZ SUMMARY OF QUANTITIES ITEM No. 1 Spec. ITEM DESCRIPTION IMobilization ESTIMATED QUANTITY 1 1 2021-501 TOTAL SITE GRADING - CUT (LV) 1 LS 2 2104.501 Remove ExistLng PVC Storm Sewer Pipe 135 LF 3 2104.505 Remove Bituminous Pavement 106 s 4 5 2104.613 2105.XXX Sawing Bituminous Pavement (Full DepLh) Ditch Grading 160 1 LF LS 6 2105.607 Res read & Seed Excess Material 231 CY 7 2211.501 Aggregate Base, Class 5 37 TN 8 2232.501 Mill Bituminous Su .511) 6 SY 9 2350.501 Type LV4 Wearing Course Mixture (C) 20 TN 10 2357.502 Bituminous Material for Tack Coat 9 GAL 11 2563.601 Traffic Control 1 LS 12 2573.502 Silt Fence, T Machine Sliced 62 LF 13 2575.501 Seeding 1 AC 14 2575.502 Seed, Mixture 270 80 LBS 15 2675.511 Mulch Material, Type 1 1 TN 16 2575.523 Erosion Control Blanket Category 3 225 SY 17 2576.532 Fertiiizer, Type 3 264 LBS 18 2501.515 15" CS Pipe Apron 1 EA 19 2501.515 12" RC Pipe Apron 6 EA 20 2501-515 15" RC Pipe Apron 4 EA 21 01. 15 24" ISO Pipe Apron 2 1-A 22 250 .603 15" HD P E Pip e S ewer 138 LF 23 2503.541 12" RG Pipe Sewer Design 3006 CL 111 46 LF 24 2503-541 15" RIC Pipe Sewer Design 3006 CL 111 32 LF 25 2503.541 24" RC Pipe Sewer Design 3006 CL 111 32 LF 26 2506.602 Catch Basin 1 EA 27 2506.602 Connect to Existing Drainage Pi 1 EA I SUMMARY OF EARTHWORK BALANCE SUMMARY OF DITCH GRADING - CUT STRIP TOPSOIL (6- THCK) (13M) 266 CY COMMON EXCAVA-110N (13M) - CUT 183 CY COMPAC110N FACTOR X 1.2 TOTAL SITE GRADING - CUT (LV) 539 CY SUMMARY OF DITCH GRADING - FILL 0.05 Gavydl RESPREAD TOPSOIL (4" THICK) (CV) 213 CY COMMON EXCAVATION (CV) - FILL 24 GY COM PA011014 FACTOR X 1.3 TOTAL SITE GRADING - FILL 308 CT TOTAL EXCESS MATERIAL (LV) 231 CY BASIS OF ESTIMATED QUANTITIES AGGREGATE BASE CLASS 5 100 lbs/SY/in AGGREGATE BASE CLASS 5 1 CY (LV) = 1.4 TON AGGREGATE BASE CLASS 5 1 CY (CV) = 1.8 TON AGGREGATE BASE CLASS 5 1 CY (CV) = 1.3 CY (LV) COMMON EXCAVATION MATERIAL 1 CY (CV) = 1.1 CY (BM) COMMON EXCAVATION MATERIAL 1 CY BM = 1.2 CY (LV) (EIM) BANK MEASURE REFERS TO MATERIAL IN NATURAL STATE OF COMPACTION. FOR GENERAL APPLICATION THIS IS ASSUMED TO BE 90%. OF PROCTOR DENSITY. BASIS OF ESTI1vtkTED QUANTITIES I hereby certify that this pran, sp!cl(lcotTon. or report was prepared by me or under my direct superylslon and That I cern u duly Ucarbsed Professional ErigInear under ]hs, laws of Ihs state of ulnnes, 50. Dafiq 5Z8Z2013 Lic. No. 26052 AGGREGATE RASrn CLASS 6 1 100 1 bsly Ci7li n NON WEARPNO R FRA.1 INOUS GOUAS r:i 1.1 XM krn 110 ibsly d2r, n W F_ARj '14(3 GOUR S E B ffU!A :;OILS 1.1 DCTU RE I 10 11,sly n B W.1 I.NOU 3 MATE R tAL FOR TACK COAT 0.05 Gavydl SEED 1.1 NqURE 270 120 lb,!;Ja_re TY P F I M U LC H MATE RIAL 2 toiilae re TY E i. CONI.NTERCLAL FERTILIZER MIN. 2 1/2' ABOVE GROUND OPTION AS APPROVED BY THE CITY ENGINEER. 676 172_�lw EARTH FILL FENCE MATERIAL 6" APRON 5' POSTS — 8' MAX. ON CENTER MINIMUM 2' PENETRATION REF. MnDOT 3886 (-1 SILT FENCE NO SCALE WOOD FIBER ---\ BLANKET MULCH END OF UPPER BLANKET T TO OVERLAP BOTTOM END 'OF SLA1.4KET BURIED IN 6' DEEP VERTfCAL TRENCH 10" MIN 140TE: WOOD FIBER BLANKET SHALL BE PLACED AND STAPLED ACCORDING TO Mn/DOT SPECIFICATION 2575.3K2 WITH THE FOLLOWING EXCEPTIONS. ADJACENT STRW EDGES SHALL BE OVERLAPPED A MINIMUM OF 6". PLASTIC OR WOOD BIODEGRADABLE STAKES OR STAPLES SHALL BE USED IN PLACE OF METAL WIRE STAPLES. ECOSTAKES AND BIOSTAKES ARE ACCEPTABLE PRODUCTS FOR USE TO FASTEN WOOD FIBER BLANKET. WOOD FIBER BLANKET INSTALLATION ON A CUT SLOPE NO SCALE 1.5" TYPE LV4 WEARING COURSE MIXTURE (LVWE450310C) —2.0" TYPE LV4 NON—WEARING COURSE MIXTURE (L11NW450300) 14" SALVAGED AGGREGATE BASE APPROVED SUBGRADE NEEDHAM AVE BITUMINOUS PAVEMENT SECTION 2 NO SCALE 2.5" TYPE LV4 WEARING COURSE MIXTURE (LVWE45030C) 6" SALVAGED CLASS 5 AGGREGATE BASE APPROVED SUBGRADE BITUMINOUS DRIVEWAY PAVEMENT SECTION NO SCALE DATE REVISION I hereby certify that this pran, sp!cl(lcotTon. or report was prepared by me or under my direct superylslon and That I cern u duly Ucarbsed Professional ErigInear under ]hs, laws of Ihs state of ulnnes, 50. Dafiq 5Z8Z2013 Lic. No. 26052 ftsrAu rp BML Hakanson Anderson Clyil Engineers and Land Surveyors 3601 Thurston Ave., Anaka, Minnesota 55303 763-427-5860 FAX 763-427-0520 ww.hakanson—anderson.com TY OF Ot Cl fgo MINNESOTA DETAILS AND QUANTITIES NEEDHAM DRAINAGE IMPROVEMENTS— PHASE 1 CITY OF OTSEGO, MINNESOTA SHEET 2 OF 10 LETS L sli j /24.113 RE ISED QUANTtTES IkkA EO- BML [-MID F,- RJW OT435 V-*Zo_ t-±A7F P'L ;+o-3 P.JTD;:AL ri v 7irr CU. tL TA 3r j F -Ir 61 VV'Ci OF FJ-- TY?_ 12FC'-'", U BOLT TIC (D q TL Kkf '32 ;"&� A[!$ 1 k�.� I L a -.r -1115 M -Nut LJL T%C 5 di 1�= 7i it %- L �_Ks a 11-C _1L 5 •3 )-c cs 1J 1 1 2 Im M?4 t 4, 42 41 54 13 E SE T2 5 94 17 35 zYm r -"I? 20'." zem _`W 1j4r V4 V4 V4L#_032 '�A L, j�' r ""-" 12�.6 IL ID, '1 I lilt :C.7 izi �g ":"" 11 .72, 22.2" 2-1- "t " 271.1 T5 4 rs +2.g.6 - C-21 5T. F_za G3 CC7 '�'_ . pwi;- f, 73_.5] 1F. 15 :' 11 Ic7 1 I . - 5 1;3 ..... 11 :2 -, 2 2 Z'6 2 - P -1 �' I _f 31 - $ 3l. c - I ' j. E'3.173 -17.113 63.137 f5�lz 72.1= 'El � t :10 111, - " j T. 1"" -a a M ek' 2 3/. 's 2N's 2-A,�Ifi mr-�J4 2 ?,1 1 -lis -T--V 4 4 V4 .3r4 .3 .0 AD I .0 1 z Z--, ,,, Jr VI 3 3_I?I 2 V.,11 2_1� a ID ID ID a 0 -Z c I I �1' i re, A! A Z 'i Z ic -tI tra - w 2 Dal-) "�21 90113 021-1 DILIL3 130 L 0 -Its W13 013'r 0_37r 00 7r. D_j FE 0.30f' CLI M n-3. , 6 13.371 CL -1 P! 03ri L2 t • 1.0 163 -4 U_L 04 72_ s�ES:s 0412 Ti" V'iLl L7 A: _A CS P:P E A N.9 SUAt-LER (D 1 72 P IP E A ki-D LAS� CF -R ?'6'717 E51 SEE 5,1.L1 j IpLa rE 3-.:.] r:Q -7M DES 7: Ir 41- E,M.-EE4 WIT k -P zD.E IL C - -17-: 1% -,mL 5:7E ZF T€ k T D, L-0 SCA 1.1 T. A Fla &-F--Z,dL � N -CA E-:kV:E 5!A EE FED -r-:1 T D_t%5:C% TOLD VICCS- A�t� �� FL T_.R__ jf- L, -j E n0vZ. Sr A3 3E !FJC I T LLT I% - - E P. IN X -D, _E 3 9 IT A T C rA EFE 7 I'd -PL& L A FF Z ­,q TrT n Ey 0. , N - L A- T I �1. -f -_�E VT_ E�_ A T TIE J�_l ' r C "E T _!:_ - E. 2r I - k r 40-F WTT q ETrFf I fF% T2 1-c CALkV OLLVL34 4 -O�CL--T FN f -r-9 It' AO L-L:kk 30 -LtCE-w- Ta AL1117 -t 72 Lr 5,E_ -v p irct CFP( C•...1. Beu_ c a,2 ' i C%_ Y _�ST 8. Lmr�_4 L_` S CC L -L!, Lm lla_r LA STATE Cl 00;Vw87T% OLP&Vi.r NT cV Irzy Fvv_� F ma. CASKET JOINT FOR R.C. PIPE 25_7�2 �123 S T AL'_ j PLATE F� 1% 30OGG 1 10 r I? U i 5 .'.­-A'_t'.-_. A .. 6' IBASE FOR ALL MANHOLES LESS THAN 14 FT. DEEP INCREASE BASE 2" PER 6 FT. MANHOLE INVERT SHALL BE CONCRETE IR CT SLOPED TO PROVIDE SMOOTH yz FLOW FROM INLET TO OUTLET FOR MANHOLES LESS THAN 14 i 1 j1R J�"� IN? ;417 5:15 gl;E I I I I 1,1T 1':�" X a i'�- 6' V 2 1 61 Y v 'Ili erg § 7 T, & p C7err 3 L I IT I 'Ijj I 99 I: Yi a StAtc cr Ls i� ECR!UVEW Cr T=LV6Sm.)RTAT%-,'j REINFORCED CONCRETE PIPE_ ;EFE?ELME WWI. T' 31 UillgcClo PL&TE V-5. 3000L 11- Mr. 15r-1 _Z_vs Ale -j- I DY 5 V-*Zo_ t-±A7F P'L ;+o-3 P.JTD;:AL ri v 7irr CU. tL TA 3r j F -Ir 61 VV'Ci OF FJ-- TY?_ 12FC'-'", U BOLT TIC (D q TL Kkf '32 ;"&� A[!$ 1 k�.� I L a -.r -1115 M -Nut LJL T%C 5 C -Tu k Ll __L'5 1�= 7i it %- L �_Ks a 11-C _1L 5 •3 )-c cs 1J 1 1 2 Im M?4 t 4, 42 41 54 13 E SE T2 5 94 17 35 zYm r -"I? 20'." zem _`W 1j4r V4 V4 V4L#_032 '�A L, j�' r ""-" 12�.6 IL ID, '1 IE.s 191 22 -5 Ar 5. z '.0' s _c 51111 ", ir.. 0 ':' :� q 2,9_13 I L 1 11 12,.V .q 3_5: .3 15.1 _5' 1 0 A .1-7 11 -3 7.1 4 _-j 11, -11 4-W4 5 !, 5 & ted Z -"p Is ' I a ":"" 11 .72, 22.2" 2-1- "t " 271.1 T5 4 rs +2.g.6 - C-21 5T. F_za G3 CC7 '�'_ . pwi;- f, 73_.5] 1F. 15 :' 11 Ic7 1 I . - 5 1;3 ..... 11 :2 -, 2 2 Z'6 2 - P -1 �' I _f 31 - $ 3l. c - I ' j. E'3.173 -17.113 63.137 f5�lz 72.1= 'El � t :10 111, - " j T. 1"" -a a M 4-344 5 &-jid 5 1 92 -5 Ira 5-3/4 9 ff-!uA 1r. 114 1-2.a -"e ik ff 0 D 2 3/. 's 2N's 2-A,�Ifi mr-�J4 2 ?,1 1 -lis -T--V 4 4 V4 .3r4 .3 .0 AD I .0 1 z Z--, ,,, Jr VI 3 3_I?I 2 V.,11 2_1� a ID ID ID a 0 1 , 1 1 I I 1 1_111� I D-4 11:& 3 3.11-9 L -311i 1 - Pli 1_3�A I-M -g 7.1 are T' I 1',-j 7e7 7ea 1 1 I 1 1e4 11,9 t -.."A 1.12 1, 'ALPO ? M.E.Er �.V? D -cf.? 3LCfz 5-c'? ].f EY a.rf;[ 1t31 2_1ET ?-COT �-I P Si 3_E53 _-Lf ;I ]:_.S3 3 3 I -C SL3 ±s_] Ic- j ac_ n_L;'j 2. I'l U -C -H AJ?3 31EL13 :021P CL!23 3-M n_[12 -n MJ39 a-= ')'3 3_Tlq Dal-) "�21 90113 021-1 DILIL3 130 L 0 -Its W13 013'r 0_37r 00 7r. D_j FE 0.30f' CLI M n-3. , 6 13.371 CL -1 P! 03ri L2 t • 1.0 163 -4 U_L 04 72_ s�ES:s 0412 Ti" V'iLl L7 A: _A CS P:P E A N.9 SUAt-LER (D 1 72 P IP E A ki-D LAS� CF -R ?'6'717 E51 SEE 5,1.L1 j IpLa rE 3-.:.] r:Q -7M DES 7: Ir 41- E,M.-EE4 WIT k -P zD.E IL C - -17-: 1% -,mL 5:7E ZF T€ k T D, L-0 SCA 1.1 T. A Fla &-F--Z,dL � N -CA E-:kV:E 5!A EE FED -r-:1 T D_t%5:C% TOLD VICCS- A�t� �� FL T_.R__ jf- L, -j E n0vZ. Sr A3 3E !FJC I T LLT I% - - E P. IN X -D, _E 3 9 IT A T C rA EFE 7 I'd -PL& L A FF Z ­,q TrT n Ey 0. , N - L A- T I �1. -f -_�E VT_ E�_ A T TIE J�_l ' r C "E T _!:_ - E. 2r I - k r 40-F WTT q ETrFf I fF% T2 1-c CALkV OLLVL34 4 -O�CL--T FN f -r-9 It' AO L-L:kk 30 -LtCE-w- Ta AL1117 -t 72 Lr 5,E_ -v p irct CFP( C•...1. Beu_ c a,2 ' i C%_ Y _�ST 8. Lmr�_4 L_` S CC L -L!, Lm lla_r LA STATE Cl 00;Vw87T% OLP&Vi.r NT cV Irzy Fvv_� F ma. CASKET JOINT FOR R.C. PIPE 25_7�2 �123 S T AL'_ j PLATE F� 1% 30OGG 1 10 r I? GROUTE30TTOM TO SLOPE TOWARD PIPE AS SHOWN FORM 1/2 PIPE SECTION OF LARGEST DIAMETER PIPE BY ARROWS EXISTING STORM STRUCTURE NL EXIST(NG PIPE CORE OR SAW CUT HOLE FOR NEW 15" RCP PIPE (APPROX. 24" DIA. HOLE) REMOVE EXISTING PVC PIPE AND SEAL HOLE WITH CONCRETE. A PORTION OF THE EXISTING rri 45 CONCRETE INVERT MAY ALSO HAVE TO BE REMOVED TO 19, ACCOMADATE THE NEW LOWER :z STOR +I SEVIER PIPE. NEVA PIPF SHOULD BE APPROXMIATELY 196 OFFSET FROM EXISTING PIPE. ALSO SEE NOTE ON SHEET 6. -SECTION A - SHIMS USED FOR LEVELING SHALL BE METAL OR CONCRETE (1) NNI= SINGLE C0NCRETC_--_, ADJUSTING RfNil MAX 8" THICK WITH MAX. 11' GROUT PER J0111T. PRECAST ECCENTRIC REDUCER SECTION ,--FRAME & CASTING (SEE k1H & CB SCHEDULE). CONCRETE ENCASED ADJUSTING RINGS Mn/1130T PLATE 4026A M"IMUM DISTANCE FROM RIM TO FIRST STEP IS 24'. SIX 151 11!? L "L7'iz?E 0 F:rv_ Trr. rfrrs3 brFAR- E 6 STEPS AS PER VU/0OT VV'Ci OF FJ-- TY?_ 12FC'-'", U BOLT TIC (D q TL Kkf TY OF MINNESOTA � WEEMS EffEMIUMM KME ISM10 GROUT BOTTOM TO SLOPE PLF.'-1 r -E3 IF -YL FF-CASIA WE rCT LJL I I, IN It C D 0 'MAKS5LW_ -ALL CAST D� U�__LLEJ 'r." F�i--_V CLWIMM. Or rZA lbzx C'_L%E9-i3_ - 63 AZ -'r, LIALI s% CC -a% A_nE S_- c LP -3 A Aw, VACL." fj'Iv CLtR:_-r Cr jc:-m'_ PLACIEW-N OE kCALES -T SLT 2 E 7-PCL?j T-PEPI plc STATE LF -4-*--50TA 0EFA9T6-__%T CF CONCRETE APRON FOR REINFORCED CO%CRETE PIPE t AffA. i I- kzI J vv-rrLj P u- L_ 116--f- ri-AL 12 = 27 E Tj 4 GROUTE30TTOM TO SLOPE TOWARD PIPE AS SHOWN FORM 1/2 PIPE SECTION OF LARGEST DIAMETER PIPE BY ARROWS EXISTING STORM STRUCTURE NL EXIST(NG PIPE CORE OR SAW CUT HOLE FOR NEW 15" RCP PIPE (APPROX. 24" DIA. HOLE) REMOVE EXISTING PVC PIPE AND SEAL HOLE WITH CONCRETE. A PORTION OF THE EXISTING rri 45 CONCRETE INVERT MAY ALSO HAVE TO BE REMOVED TO 19, ACCOMADATE THE NEW LOWER :z STOR +I SEVIER PIPE. NEVA PIPF SHOULD BE APPROXMIATELY 196 OFFSET FROM EXISTING PIPE. ALSO SEE NOTE ON SHEET 6. -SECTION A - SHIMS USED FOR LEVELING SHALL BE METAL OR CONCRETE (1) NNI= SINGLE C0NCRETC_--_, ADJUSTING RfNil MAX 8" THICK WITH MAX. 11' GROUT PER J0111T. PRECAST ECCENTRIC REDUCER SECTION ,--FRAME & CASTING (SEE k1H & CB SCHEDULE). CONCRETE ENCASED ADJUSTING RINGS Mn/1130T PLATE 4026A M"IMUM DISTANCE FROM RIM TO FIRST STEP IS 24'. SIX 151 11!? L "L7'iz?E 0 F:rv_ Trr. rfrrs3 brFAR- E 6 STEPS AS PER VU/0OT VV'Ci OF FJ-- TY?_ 12FC'-'", U BOLT TIC (D q TL Kkf TY OF MINNESOTA - - W.- Hus 1 P xtiT rL H3Lr IL C'PTFVNXL RECESS OETAIL Q) GROUT BOTTOM TO SLOPE PLF.'-1 r -E3 IF -YL FF-CASIA WE rCT LJL I I, IN It C D 0 'MAKS5LW_ -ALL CAST D� U�__LLEJ 'r." F�i--_V CLWIMM. Or rZA lbzx C'_L%E9-i3_ - 63 AZ -'r, LIALI s% CC -a% A_nE S_- c LP -3 A Aw, VACL." fj'Iv CLtR:_-r Cr jc:-m'_ PLACIEW-N OE kCALES -T SLT 2 E 7-PCL?j T-PEPI plc MANHOLE TO BE CONSTRUCTED t AffA. i I- kzI J vv-rrLj P u- L_ 116--f- ri-AL 12 = 27 E Tj 4 SEQ110H A -A BY ARROWS V3; M P4 IL r L 1)POF 5121 LIS-CZ,11 11=1 Wt CF T-q�fL_rycn F'}C-1 V --LI cA t1;_!vsLL%T Elk Qr xir-E dLQct-. NOT ES; r Kq ci;-E= C7JL-- Z4 %, F,=t IVES A• ­LL 5E F{M___=E0 FM PL !'..TS LMES1 CT'4F_=PMC 3KCZrr) :31 TOE }41.\§S 141 N T -f SF'r_jL P.-V:uaA_ ' L FEL4 CCMr'F'E IT F -Z -LkCE Com} UCTI:14 32 1� 1 ILLr.--1 A."RL'i I or lr-ME E�D I q0 10.#v-0LE N I_ _'L 5--L,2• *L! •I'LIS AL0 9-1-L99 LAE MT F!9_rQb-_-43 Cr tIST-E Cit FSS 2r ER LESS I'l E'A.IETFPL OCABLE 0j416E-_CTJ(;14 TIE: Cm U -LL KAK L-IEM" T�%i 21,. 11-S LL.? RZ !hf.rERTi::3 rp-.~w Y -f i%=r- CONCRETE ENCASED ADJUSTING RINGS EK-PAS--R--e F -K TA P -51's A -j+ L M cA_ I -,'zl 2 xi p9m SIE V-,3 317 cog I MFE UIL11 I P'Z FER Nk h -S -VO 0Z MA'l 1M IN Ah JLAff_ -tn 2--vC OkrC+ C;: -y Pr -C Cif -T kr-0 C-!=Ltl2w, T -C L151 FE -L A.;.7Pc.t.3 Fja'I rcjT145 rr calcwTe F.r91L IT'S .3 mi -F3 rLriT WALLY 4T r T ipLft. q W. -r -ft 1-57 e- I-- -�. I r f XK No 0 TZ7�LL4j X < C.-MUNNO 34CT1.1%LJ',--% A-Pr2�C-63 FPZ*.P--* Lr.T. STEEL P -A LL C."PWC-M TC SPEC 32CC to COL R. TIES 13 Er L= CO -1-T 13 Fe" FYE SKETL�!aS SECTIONS MIN. CLASS III , C _;� T HL% �� T F -.7E F-LUIG W_�Ti__%S TJ�_. EN -FA IT.,:.,: P11pr Q> TISF-x? ir-�z�s illi F=r3jmr Ta -,c i+_- =E or F -P 4 N' EIKEPT IS %= r4 PLA -r_ (DI If. P•:O 7' c S S�Aft M �_M.570 r -Lk Pa:'E.0 I -SK -3 M C-7%[ P053 04 FL M-_1 (DTK %!3 r=KkZS W FkILXCI T3 C, -TS -X Cf BiA fLLPI-WT F_eE N LLLT--'Lf V-RfLl%L JWVA_Lhlr=-S, FCT" a FAZE SPFXAW- /-(I) ONE SINGLE CONCRETE VAY ir, 200157ATE C -F W!'01Z513TA MF1Aq1*Lr_N7 CF TrrkkSLPnT'.71:'1 CON CRETE PIPE TIES STA -E _1E Sjiy% a6L=.LE1 W" Ile dL T17'4 5 1 Jk%T_K-_:I ATC 251M No - 2503 314.51 SEAL PIPES cis GE C014STRUCTED WITH < CONFINED 0 -RING CASKETS. GROUTE30TTOM TO SLOPE TOWARD PIPE AS SHOWN FORM 1/2 PIPE SECTION OF LARGEST DIAMETER PIPE BY ARROWS EXISTING STORM STRUCTURE NL EXIST(NG PIPE CORE OR SAW CUT HOLE FOR NEW 15" RCP PIPE (APPROX. 24" DIA. HOLE) REMOVE EXISTING PVC PIPE AND SEAL HOLE WITH CONCRETE. A PORTION OF THE EXISTING rri 45 CONCRETE INVERT MAY ALSO HAVE TO BE REMOVED TO 19, ACCOMADATE THE NEW LOWER :z STOR +I SEVIER PIPE. NEVA PIPF SHOULD BE APPROXMIATELY 196 OFFSET FROM EXISTING PIPE. ALSO SEE NOTE ON SHEET 6. -SECTION A - SHIMS USED FOR LEVELING SHALL BE METAL OR CONCRETE (1) NNI= SINGLE C0NCRETC_--_, ADJUSTING RfNil MAX 8" THICK WITH MAX. 11' GROUT PER J0111T. PRECAST ECCENTRIC REDUCER SECTION ,--FRAME & CASTING (SEE k1H & CB SCHEDULE). CONCRETE ENCASED ADJUSTING RINGS Mn/1130T PLATE 4026A M"IMUM DISTANCE FROM RIM TO FIRST STEP IS 24'. EXISTING STORM SEWER MANHOLE NO SCALE -TRENCH WIDTH -O.D. COMPACTED BACKFILL ........ . ........... ........ 12*p CAREFULLY PLACED & ......... COMPACTED FILL PATERIAL COMPACTED FIRE GRANULA_R 4" MIN. MA7ERIAL UNDISTURBED SOIL NOTE: WORKING SPACE 004 EACH SIDE OF PIPE SHALL SE NOT LESS THA14 112", OR ONE THIRD (1 S) THE WSIDE DIAMETER OF THE PIPE, BUT NOT TO EXCEED 24" EACH SIDE OF THE PIPE. PIPE BEDDING SHALL EIE INCIDENTAL TO PLACEMENT OF STORM SEWER PIPE AND CULVERTS. PIPE BEDDING NO SCALE FORM 1/2 PIPE SECTION OF STEPS AS PER VU/0OT LARGEST DIAMETER PIPE TY OF MINNESOTA STANDARD PLATE 4180J GROUT BOTTOM TO SLOPE ADD PIPE BEODING QETAiL MANHOLE TO BE CONSTRUCTED SHIMS USED FOR SEQ110H A -A BY ARROWS OF PRECAST CONCRETE CONCRETE ENCASED ADJUSTING RINGS RONALV. W'�"ER�_P.E. I 1 8Z2013 26052 V . . SECTIONS MIN. CLASS III /-(I) ONE SINGLE CONCRETE < REINFORCEMENT. JOINTS SHALL TYPE GRATE SEAL PIPES cis GE C014STRUCTED WITH < CONFINED 0 -RING CASKETS. v ITH GROU A 10 FROM RIM FIRST STEP IS 2471. A 1 FL YN 10'- j .'.­-A'_t'.-_. A .. 6' IBASE FOR ALL MANHOLES LESS THAN 14 FT. DEEP INCREASE BASE 2" PER 6 FT. MANHOLE INVERT SHALL BE CONCRETE IR SLAB OF DEPTH BEYOND 14 FT. 5m SLOPED TO PROVIDE SMOOTH PRECAST BASE MLAY BE USED FLOW FROM INLET TO OUTLET FOR MANHOLES LESS THAN 14 FT. DEEP EXISTING STORM SEWER MANHOLE NO SCALE -TRENCH WIDTH -O.D. COMPACTED BACKFILL ........ . ........... ........ 12*p CAREFULLY PLACED & ......... COMPACTED FILL PATERIAL COMPACTED FIRE GRANULA_R 4" MIN. MA7ERIAL UNDISTURBED SOIL NOTE: WORKING SPACE 004 EACH SIDE OF PIPE SHALL SE NOT LESS THA14 112", OR ONE THIRD (1 S) THE WSIDE DIAMETER OF THE PIPE, BUT NOT TO EXCEED 24" EACH SIDE OF THE PIPE. PIPE BEDDING SHALL EIE INCIDENTAL TO PLACEMENT OF STORM SEWER PIPE AND CULVERTS. PIPE BEDDING NO SCALE I .- 4P -0'F NOTES: 1 9; REINFORCING: I - SINGLE LINE STEEL WIRE FABRIC \-f;�ANHOLE INVERT SHALL BE HAVING AN AREA OF NOT LESS THAN SLOPED TO PROVIDE SMOOTH 40-12 SO. IN- PER FQ� i OF HEIGHT- FLOW FROM INLET TO OUTLET SLAB -TOP MANHOLE v HO SCALE DATE REVISION FORM 1/2 PIPE SECTION OF ics��%D Ey. 13 1A L LARGEST DIAMETER PIPE TY OF MINNESOTA DETAILS AND QUANTITIES NEEDHAM DRAINAGE I M PROVEM EN-TSPHASE I , CITY OTEGOMINNESOTA3cle GROUT BOTTOM TO SLOPE ADD PIPE BEODING QETAiL TOWARD PIPE AS SHOWN SHIMS USED FOR SEQ110H A -A BY ARROWS LEVEL11IG SHALL BE METAL OR CONCRETE CONCRETE ENCASED ADJUSTING RINGS RONALV. W'�"ER�_P.E. I 1 8Z2013 26052 V . . Mn/DOT PLATE 4026A /-(I) ONE SINGLE CONCRETE CASTING NEENAH R-4342 ADJUSTING RING. VAX S' THICK WITH OR EQUIVALENT STOOL VAX. 1- GROUT PER JONT. TYPE GRATE /-COVER SLAB Mn/00T 4020) MAXIMUM DISTANCE-- STEPS AS PER FROM RIM FIRST STEP IS 2471. f -PLATE M11/130T STANDARD D 41 80J I .- 4P -0'F NOTES: 1 9; REINFORCING: I - SINGLE LINE STEEL WIRE FABRIC \-f;�ANHOLE INVERT SHALL BE HAVING AN AREA OF NOT LESS THAN SLOPED TO PROVIDE SMOOTH 40-12 SO. IN- PER FQ� i OF HEIGHT- FLOW FROM INLET TO OUTLET SLAB -TOP MANHOLE v HO SCALE DATE REVISION I hereby carfrfy 11hal JhTs plan, specTI'llootlon. or report was prepared by me or under my En neer supervrsron and that I am a duly Ucansod Professional Engineer under the lc.�s of the stole of wrineg-DA0. iWAL ics��%D Ey. 13 1A L Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka. Minnesota 55303 763-427-5860 FAX 763-427-0520 www.bakinson-onderson.om TY OF MINNESOTA DETAILS AND QUANTITIES NEEDHAM DRAINAGE I M PROVEM EN-TSPHASE I , CITY OTEGOMINNESOTA3cle ADD PIPE BEODING QETAiL UlA Ff. RONALV. W'�"ER�_P.E. I 1 8Z2013 26052 V . . :100 V. R M 10 OT435 z LEGEND EXISTING OVERHEAD POWER EXISTING FENcE }C 000.0 FROPOSE0 SPOT ELEVATIONS -E60- - E MSTING CONTOUR } f /00 / f - FIBER BLANKET - 14 SY ° { EXISTING MEOIAN DRAIN YARD INLET FIBER BLANKET - 13 SYSILT FENCE - 7 LF � EXISTING FLARED END SECTION EXISTING SILT FENCE -- 7 LF FIBEk BLANK, --12 SY STORM SEWER_ _f DRAIN/YARD INLET REMOVAL IN, fIEW STORM SEWEiiCULVERT J4.0 % �! - I - • - _ � -� _ _ -- _ x BITUMINOUS PAVEMENT REMOVAL t2 5 a i-or� _ -+-cam- {>~H otd u�rt f3# u- u- #- f _u + - CONCRETE CURB t E +IOiIAL gq - - - -:�� B Yds_'� v� - SALVAGE CLASS 5 AGGREGATE � � ~ �� - -. - _ � ��t�-- � SrLF FENCE SEE BLA E -- �-_ - - _- — NK F 18 SY , , � w V f I ::' ::.T� FIBER BLANKET SEE(?2) ___ #-0 } ` ' - +5 1 ��-- -�- D _-� _" — 5 �' : •. + +4 — +0 r` :`� r + �"} ! *+ C I - L r� %C - r• �. t. rF S► ,.r F•rr,}rr _ - _ - J PROTECT TREE v SILT FENCE 7 LF FIBER BLANKET 24 5Y FIBER BLANKET - 28 SY 1 1 FIBER BLANKET -,-,'28 SY PROTECT FENCE _ 1 •' SILT FENCE /13 LF Ll jl 1 � 1 ,r I l i 30 0 30 60 SCALE �j BLANKET 10 SY _- FIBER BLANKET �= -C) (D12-SY CDFIBFR SILT FENCE - 7 LF r FIBER/BLANKET -- 8 SY � SILT FENCE -- 7 CF F``} _ _ - FIBER BLANKET - t i SY { FIBER BLANKET -- 1 __ — —- ! s3 lY`-` f '') -- F1BE BLANKET - 9 SY ssr s �� .-'I (D V') ` _ fix] -- -- WSJILT FENCE -- 7 LF r �- s J •- '� 13406 77 Crwt ub - °9�=I I -� ]+ p ' ` �1fl+§D #1 +0 -- - - `; # 1 +5Q t' +0(1�1-12+50 f - _ -= f 1 4--- : -- r# 'rid• i, ,I. iris`}i 1 •- .- I ill '�f .L T 6 ~FIBER BLANKET -- 16 SY SILT— rCE— 7—L I C i FIBER BLANKET 16 SY FIBER BLANKET - 18 SY � .FIBER BLANKET -- 16 SY I ,:` 4 �, M �` -,� C) SILT FENCE 7 LF Poo I I Ln rn co 00 DATE REVISION I hereby certify Ihot this pion, speclflcotlon, or report was NVAD EY: prepared by me or ander mfr supentinder and I BML y ,�{ H Anderson T OIC EROSION CONTROL PLA ! SHEET alreci ❑m a duly Llcer3sed Professional Englne�ar tinder i�ha Iaws 4tnson laws ��� of the Stale of Wnne v. [;Cox er. I Civ1I Engineers and Land Surveyors � 4 8ML ' E' 3601 Thurston Ave., Anoka, Minnesota 55303 s� F r WAPER, RE. � I Ir 763--•427 -5868 FAX 763-427-0820t9 NEEL71-AM DRAINAGE IMPRO EMENT -PHASE 1 10 Date 5/8Z2013 Lic. No� 26BS2 RJV' I' I www.hokonson-©nderson.com MINNESOTA CITY or OTSECO, MINNESOTA SHEETS OT435 LEGEND C:) � — v -c EXISTING OVERHEAD POWER x " EXISTING FENCE X 000-0 PROPOSED SPOT ELEV'ATIO14S SEE KNEE 6 FOR ESI` DITCH REMOVALS CO j + co O � — _ 8fi[? EXISTING CONTOUR CKD 10 EXISTING MEDIAN 00 €XiSTING FLARED ENDSECTION �1�1LE1 REMOVE BIT. STREET �' 30 5Y � �-- EXISTING STORM SEWER 1 � DRAIN/YARD 114LET REMOVAL _ - 939-&2-- x-53 ate— STORM SEWER CULVERT REMOVE ! � II O �' �-� �• •� � /� _y/ } =_ - 93�r8.�.92.9-O`p15940.40 940.25 Pt 3S� 938.6�6P G c Cels CIJFI�5 BlTl~I14UL5 PAVEMEUT REMOVAL _ RCPFIS u-� 0 U-01 �r u O -OH— u cr+ u�u } CONCRETE CURB REMOVAL 943-- - _ _to �' ,-92 s — -� �J - - 9 #+L _ �{ — — �� — _— —--,�___ ---_� -- �i SALVAGE CLASS 5 AGGREGATE Q `� -- •- — - - -- - — — _ f — — -9d- — _- / 939.24 `- — 1 SAW CUT BIT. — 38 LF SILT FENCE SEE ���� —REMQV'E__BIT./ DRIVE=WAY — 24 SY " JY ILF 2 i o SAW CUT BIT. • • 1 `'i' LF � t � �� MILL BIT, 18 ���iI�E X9��` 4 DEEP -- � SY ;:*.::;;;' FIBER BLANKET SEE � �..—. — 45.2a _i' _ !-_� 9 �-3.31`-� �` � G - _+ f #_ -t50 +aa� LtJ w �_ —�,_�— - - � �f y - qfa- ��-'�C-�-�i 1 C4 '- 942. 94 .77 `� PVC10RCP RC515�_ _ �, _ 9 94 940.61 939.24 P15 I�aV CUP15 TO CVP 12'N�` V I PROTECT TREE RCPF1 �._ PROTECT EXISTING \4 ti � � � � I � REMOVE 10" PVC STORM REMOVE EXISTING 15" REMOVE CL VERT i'�G 8 NOTE: FENCE -1 SEWER -• 135 LF (SEE REMOVE EXISTING 18" CMP CULVERT — 6 LF CSF CUt<VEr�T — 28 LF J .. � THE=. CLASS 5 SALVAGED DURING REMOVAL OF CD BELOW) RCP CULVERT -- 40 LF THE STORM SEWER SHALL BE REPLACED, f 1 / C> f ! SHAPED, AND COMPACTED PRIOR TO PAVING. THIS WORK SHALL BE INCIDENTAL WORK. CO00 % r r l 00 00 WEST DITCH �� �� 'SCALE IN FEET rJ .; : : _ ...... --------------: .....-----.-------. . ......._...•-............. ;... _ _ . ------ ......_.....------. -----. ...............: - -- .... X50 948 . . . . . . . . . . . . . . . . . . . . . ------ ..... ............ _ + _, `T..... ............ .--.---------�---.--.._.._............\....-------------_----.......... -_ -------------............ -- 9 -j- 944 .'------------- ............................ -------._~� Y.�..,�, .._....... .-- -----i ....,..,.... - _ e _........------------- ------- _ 944.. ti I�` ' _:__._ ECiST1JG DITCH' PROFILE _ _ - : - - _..�......--------------------- ............................ - ....,... _ ...'........... 942 9'40 � - --. .. _ ..... _' _ _... _ .�,�.— _.-.. _ :......940. -- _ — 435_ 'LF — EXISTING 1 O PVC STORK SEWER X338---------------------- .:-: ----__- ---------- .............-----------: ........-•--:-----------...;..------------:------------- -------------------- .._-•---•-• : 938_ 93 : ............ qtr -------- :........................... _.. ......_.._.._ ;._.,............... 1.. PVC PIPE — 135 LF... ................ ....................... _ .....•..... _ : g c3+a� : ...... ..--.._.... ............. ..... .. 93f4= ,----=------------------------------------------ _ ; '.,..,_, P -.------._...... .---- _ :..............--------- _._.-------..-:---------------_ ___---'--_ LQ W _9.32„__ ........... ._. _._..------"-------.--.•------------------------------- ...,.. . .......----•--------..... ........---- .-- ---- :••--------- . J, -------------------- ----------- __. ............ ...... ---------------- ............ .--. -- -- - ........ .--------------.....---- '�. Ch r� U1 o Lr) 4 � :.�o Ln ' �t r W) Qom, tt w o; 4 Co , c•� C,_� u CA A c a tt : cti r i � o ' � ri ae ai yr of as" es rj v} � r�i as t4 o' a v v tr ' _ q v •f - ; � ,� �r M , rn N, c; + ; a, � mss' Q; rn .t ati, m of ¢' : ctr o, m rs7 as an' , rn a7 ar `. c, v+ �' _ o, a, '�'. ai Or, OS Ot ar, Q r C , cr) 4m 4x ¢{ 1 +00 1 +50 2+00 2+50 3. 000 3+54 4+0[] 4+50 5+00 S+5{l 6+00 8+50 7+00 7+5D $+QO 8+RC1 DATE REVISION I h&rlehy certify that this plan, speelacn,11on, or report was C AE� V. �^y If �1 Y+��+ Anderson ❑ {��# pI �, }� Lu prepared by rxoa or under my direct su errision and i�ai I "II f�L�� 1�7 QTY OF REMO L f'L# N SHEE1 s am a duly Licensed Professional Engineer under the favus B?AL - r, as L of tha stole of � nlles 14 ! � Civil Engineers and Lana Surveyors0 0 WEST DITCH N � $¢,,IL 3601 Thurston Ave.. Anoka Minnesota 55303 OF ' [ DID 763-427-5 860 FAX x'133-42 -0520 NEEDHAM DRAINAGE IMPROVEMENTS—PHASE I 1I� Date 5/-'8/2013_ Lie. No. 26052 RJW �+v�+vw.hakonson—anderson.com 14INNBSOTA CITY OF OT E , MINNESOTA SHEETS OT439 "' 1"', LEGEND C:) \ U—C H — EXiISTiNG OVERHEAD POWER r-) I X941 22 x X EXISTING FENCE C3 c 941.65 f x 000.0 PROPOSED SPOT ELEVATIONS c:)--860-- EXISTRIG COHTOUR I V-) X9 41. 7 co 1 941.2EXISTING MECIAN DRAIN/YARD INLET DO x x EXISTPIG FLARED END SECTION co - --- C) CD co REMOVE BIT. DRIVEWAY 17 SY 1`0 REMOVE EXISTING/15" X9 41.3 C 941.47 -"941.4 EXISTING STORM SEWER 00 CIVIP CL LVERT 27 LF DRAW/YARD INLET REMOVAL c"I X9 9141.16 —94-2 STORM SBqER/CULVERT REMOVE r -r) CD (2D --- -RqM0VE EMSTING 15" CK4P gULV"'r - 27 LF I I N 1-1 00 x Ja ��ALVAGR AND REINSTALL L_ANDSC-APIRQ__ cc BITUMINOUS PAVEMENT REMOVAL REMOVE EXISTING \ / r �_ 044.,35 - CULVERT 17 LF )17 -kPI 2 TOP 40.40 940.25 938 6 a> SA CUT BIT. 36 LF 938.9 CONCRETE CURe REMOVAL YPI c - plcpl p SALVAGE CLASS 5 AGGREGATE (J) i4F -IV5 V G3;31 - V -RCPFI 8 9 .07 8§(�_ — N V-01 4+5o -9a -5+5 V_cJH ulg4-& U� U-0" 9 9.5 5 F 4 SILT FLUCE SEE LO -94 2 —Z -V-6— 943.62 FIRER ALANKET SEE 2 N. 939.2 =qa — — — — — — — — — G /943.82 REMOVE BIT. DRIVEWAY - 20 SY G SAW CUT BIT. 25 LF REMOVE BIT. DRIVFjA SAW CUT BIT. 31 LF c?' LLJ — %! 942.6 942.76 S Is SY 939.74 G cl V) '-+00— 9+0T NOTE: w --6 -�b 00 01,00L - 1411 40 934 Pd -4 93 I r7 Y 94 W -N 0-51-4-+50- 5+00 THE STORM SEWER SHALL BE REPLACED, THE CLASS 5 SALVAGED DURING REMOVAL OF 9 --938.70 — 9 4 0.17 - - — -.945- PVC10 940.61 -1 "�) , .3 943.63- SHAPED. AND COMPACTED PRIOR TO PAVING. 3 939-9'5 �_x 939.2.4 15 INV RCP12RCP RCP12 INV CYP1 5 TO CYP 12NiZIN V 943,�i ALL WORK SHALL BE INCIDENTAL WORK. RCPF18 940.22 4 I RCPl? TOP SEE SHEET 5 FOR EAST DITCH REMOVALS rn Ii X-1 940.20 lco C) 940J V-) X940.19 c() co Lc_)x42.1--now rn \ �e 00 30 0 30 60 EAST DITCH I I SCALE FEET 950• .................. ................ .. ......................... ----------- .......................... - - - - Hakanson Anderson CIO] Engineers and Land Surveyors 3601 Thurston Ave., Anoka. Minnesota 55303 763-427-5860 FAX 763-427-0520 I I A] www.hokonson-anderson.com --------------------------------------------------------------------------------- REMOVAL PLAN EAST DITCH NEEDHAM DRAINAGE IMPROVEMENTS -PHASE 1 CITY OF OTSEGO. MINNESOTA ------- -------- .......... ................................ .......... ...... .948 ------------------------------------------------- ........................ ..... ................. ......................... c-cli Ec E'. I RJV/ .............. _°�48 .946- - -------- ----------- - - - - - - - - - - - - - - -- - - - - - - - . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - 946 - - - - - - - - - - -- - - - - - - - - - - - 944 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . . . . . . . . .. . . . . . . . . . . . . . . - - - - - - - - . . . . .. . . . . . . . . . . . . . . ... . . . . . . . . . . . . . .. . . . . . . . . . . . -- - - - - - - - - - - - - - - - -- - -- - - - - - -- - - - -- - - - - - - - -- - - - - - - - - - - -- - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 94 9424— .......................................... ----------- EXiSf I QITCH_ _P_ROF�ICF� ...... ........... - ------------------------- ---- --- --------------------------- --------- 942 -- ...... .................... __ v 940 938 --------------- ------------------------- ........... 938 .. 936L ...... -1-1 ..................... .......... --------------. : _ _..__.._ _ :._...........• : ....................... ....... ..................... 9,36 ........... - ------- ------- ....................... ------------------ — ........... ......................... ..... .. ........................... ...... 934. ...... .............. ....................... . • ............. ----------------------- -- ----------------------------------------- 932 ---- ---------------------------------------- - - ---- U') r- 11 cn M,03 0) ch. Orb M (M .................... LO co A" cn cl M M.CF M0; a; Pei te) W). re) 4M 4M cn 0� cn M -------------- 0! re) co cl! M eq � c� c W) Iq 1 Ni 02 M M 4M cn ........... .......... ..... . -------------------------------------------------------------------- a) Ok co Ln c d I;dD . <> cn-M K� In tq 'I. 47) 3"1 C) 4M M a$ ......... .................... 015 CD to 't Nt 4m, cl M 4M <11' <h 01 Of ........ 4-�50 5- 00 5+'50 8+_00 6+5D 7+00 7+80 8+bG R+5o Q � n' n 9+50 1 n4' -nn 1 0 +'So 114' n r) I I +c;0 119-1-00 DATE REVISION I hareby certlly that this pfan, specIficatlon, or reporl was prepared by rne or under my drrecl supervislon and ]hot ( c3m iu du� er under the logs 'y LIcansed Professional ErigirieL of the State of Wnnq 4 RONALV. WOMER, P.E. Date 5Z8/2013 L(c. No. 26052 Lf S `_5 V; 8 PA L - - - - Hakanson Anderson CIO] Engineers and Land Surveyors 3601 Thurston Ave., Anoka. Minnesota 55303 763-427-5860 FAX 763-427-0520 I I A] www.hokonson-anderson.com I y _" CITY OF Ot§fgo MINNESOTA I I REMOVAL PLAN EAST DITCH NEEDHAM DRAINAGE IMPROVEMENTS -PHASE 1 CITY OF OTSEGO. MINNESOTA SHEET 6 or 10 Sl�FETS Ix I CaIAN Ee: d c-cli Ec E'. I RJV/ I I &A I C I &Wj E, kI H i C3 r� I C� co tr) ca SALVAGE LANDSCAPING-- NL J "71f�f3 — ---0ti X111 Lk —FI -��H CH 4i -I L! IL,C,�F -rr — FES -1- 43-----�_ E5�3 _ FSS -j _ '' (� rte` + -3+5 :_ _ -- +[] }s - r —4+511Y-— -5+00 _ - er -` CB MH 2 4 ,! PROTECT TREE ti BITUMINOUS DRI11EWA PATCH 24 /sy � 1 - ` — — 00 1 1 / l co f 301 0 30 63 — �, SCt I<E IN FEET V � V cµt: 10J- �c u-ckl uV`I 12 FES 1-3 -- — — —Z -V-6 — _ w ti q _ _ 007-2 F- E - - - - FES -4 FES - 5 l s.- BITUMINOUS STREET PATCH — 30 SY NOTES- E 1 THE CLASS 5 SALVAGED DURING RE140VAL OF � 1 THE STORM SEWER SHALL BE REPLACED. SHAPED, AND COMPACTED PRIOR TO PAVING. CC ALL WORK SHALL BE INCIDENTAL WORK. co SALVAGE LANDSCAPING Tit' BERS SHALL BE INCIDENTAL WORK. I ALL PIPE LENGTHS INCLUDE FES LENGTHS. 'BEST DITCH PIPE BEDDING PER DETAIL AND SHALL BE INCIDE14TAL TO PLACING STORM ............... .......------------.......... I...... ---------------- ._ .-------- :._..--------- ;--------..__.. _------------._ __------------ ;-------------........... '--------- SEWER PTFE AND CULVERT .......... _ _.._.. ._....------ 3 950 - . - - - - - - 950 948 : 948 ,�..__ _....._----------------------------- -- - -- ---- ----_------ -------.-- -- ........- ............., 946 ... _... ............ - - _... .. .... . ..... . ------------------------._. .. ._ --- ---..-.----- -----.-.----------.--..•--------------------------- ._.._..•----.--- rn + -_ __946_ II II - al II 944 _.:............._ ._.__.....'' --�_ 944 ...... '. .. .. EXISTING DITCH PROFILE .. '...-------------------.... ........ .. i[._. _ II __.._ ........... _ .. - LL - r _ E C RO � T ; _ cn _ 28LE- 12" RCP _ 28LF 12" ERCP = _ -J v J - a : . 37 0.37% cry � w 942 ..................... �� --� �-� ��'i � � -- -----. _ i`CL3�� � � 942. �( C CL 940 - - _: - _ r' 1 94 - -- - - - - - - - - - - - - - --- - - - - - - - - - - ----• .. _ ...... _ _ .. _ _ . - _ _ _ .- _ .. _ ........ _ .._ ..... _ ..... _ _ ... .. -, 4 ---- — _ - -- - EXISTING 30{I~LF 1+0" : PVC 0 0.05% :138LF 15" HDPE 0 011.05% � �;� o� 938 � - - 938 n : PROP13SED DITCH PROFILE 936 I1- co � co x , - tt Ir? �. � 3 6 ...... - .. . , , .. , . , , E _ _ _ .... C{3h1i`1ECT 'EXISTING PVC TO ....,.......... .... . .. = = ,•. - y . rn = ; cn cn 934 --..--. .. _ ..PR{]I'dSE CB/MH ^ .. _ _ _ II II `� LO � + II : + II : 934 T l�lj . . . _ _ _ 1 I , co . _ . i. l . . I I . . I I i 7 . . . . . . . . . . . . . } } IIS: Ld II wI Ld - - - - - - - - - - - - - - - - - - - - . _ . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . { ] [l7•�C. . .. . . _ . . _ . . . . . . . . . _ _ . _ . - _ . . _ . . . . . - - - - - - - - - - - - - - - - - - - . - - - - - - - lel . . _ _ . _ . . - - - - - - - - - - - - - - - - - - - - - - - - . . _ - - - - - - W , w _ L ><. � >< Uj (k: W GJ t` ifi cn arS � cn r : �Fi O Ln 40 f� • u7 r " 'ti r ` u? N} �3 n] M 001 F i N C7S- � cor W . � DC7 r tt 1 rn co .• r r� rn# # �a t4 Lr) 4!i t8 +t. �.C*i N N..- i 1 i3. �; r4 Oi 01 a; C1 �j O7 cq �y 4i �. �j i*j 'm � Qb Q.� P c) � d _ SF �7 M N3 ti 7 w y M i+y r+7 ch C7 M O7: 0) cr), cn G1;Ch M Va;Cy a) pl; 07 Ol; C1icri iF1 07 � D7 7 01 Ck #�: C3 C7 Of _M da 07 to 07 07_,ry cm 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 DATE REVISION I hereby certify that ills plan. specl-ficatlon, or report was C�tD V: SHEET -- -- farepored by me or under my �dlrect supervision and ]hot I H a a n o nAnderson c eTY OF STORM EWER AND DRAINAGE PLAN 5 3 ODD E iom c duly Licensed Profes�sloral Engineer under the la.,�.s �F'{L WEST DITCH 7 of i>zs star of kdlnne a. [_„ fir; Civil Engineers and Land SurveyorsOF .IAP 3601 Thurston Ave., Anoko, ktinnesoto 55-303 � NEEDHA I DRAINAGE IMPROVEMENTS—PHASE 1 C-f-,fbE'. 753-427-5860 FAX 763-427-0520 9c, CITY OF OTSEGO, MINNESOTA 10 5 8 2013 L1c. No. 2'50'52 R3W wrww.hakanson—anderson.com HINNISSOTA SHEETS ❑Of6 OT435 LLJ w x Ln m T4 BITUMINOUS DR;VEWAY PATCH - 15 SY d � I co co BITUNIKAOUS DRIVEWAY PATCH -- 17 Sy [o SALVAGE L�hIDSAPIING— - - 0--u-V `�` B4[r � FE 2' i`—FE-SZ47 i� eco r tv-1k C:) -- C { -C && co � t - BITUMINOUS D JEVVAY PATCH - 20 V 00 -- — —942 �I F E STt;7=� .r �r ('Wr Ew-!S�_- �6- - 6 .` AI DECLASS 5 TO GRAVEL DRIVEWAY- -- 2-jCY_V, ADD �LASS 5 TO GRAVEL' nDRIVEfAY 2 CY C:) k ti L0 t r� r0 co t� ---6� 1-1 o- — J945� A — LEGEUD EXISTING OVERHEAD POWER EXISTING FENCE x 0000 0 PROPOSED SPOT ELEVATIONS ---860--- EXISTING CONTOUR EXISTING MEDIAN ORAIN/YARD INLET } EXISTING FLARED END SECTION -- — EXISTING STORM SEWER /r x> NEW STORAX SEWER/CULVERT ......... .--------- _ ; - .... NEW BITUMINOUS PAVEMENT PATO" NEW CONCRETE CURB SALVAGE CLASS 5 AGGREGATE D 948 ....................... SILT FENCE SEE 2 I FIBER SLANXET SEE 2 . .._.........;............. ...., _ ...... .......--.............'............. ._,,..... ... :......................................... LF) L j, Cn + R)u? e O co pn C-4 co 1 6_ II II � i� eco r tv-1k C:) -- C { -C && co � t - BITUMINOUS D JEVVAY PATCH - 20 V 00 -- — —942 �I F E STt;7=� .r �r ('Wr Ew-!S�_- �6- - 6 .` AI DECLASS 5 TO GRAVEL DRIVEWAY- -- 2-jCY_V, ADD �LASS 5 TO GRAVEL' nDRIVEfAY 2 CY C:) k ti L0 t r� r0 co t� ---6� 1-1 o- — J945� A — NOTE: Q THE CLASS 5 SALVAGED DURING REMOVAL OF THE STORM SEWER SHALL SE REPLACED, SHAPED, AND COMPACTED PRIOR TO PAVING. ALL WORK SHALL BE INCIDENTAL WORK. SAL AGF LANDSCAPING TIMBERS SHALL BE INCIDENTAL WORK. ALL PIPE LENGTHS INCLUDE FES LENGTHS. (3) PIPE BEDDING PER DETAIL AND SHALL BE INCIDENTAL TO PLACING STORM SEWER PIPE AND CULVERTS �e LEGEUD EXISTING OVERHEAD POWER EXISTING FENCE x 0000 0 PROPOSED SPOT ELEVATIONS ---860--- EXISTING CONTOUR EXISTING MEDIAN ORAIN/YARD INLET } EXISTING FLARED END SECTION -- — EXISTING STORM SEWER 14EW STORM SEWER STRUCTURE 114LF-T x> NEW STORAX SEWER/CULVERT ......... .--------- _ ; - .... NEW BITUMINOUS PAVEMENT PATO" NEW CONCRETE CURB SALVAGE CLASS 5 AGGREGATE D 948 ....................... SILT FENCE SEE 2 �: •••••• FIBER SLANXET SEE 2 NOTE: Q THE CLASS 5 SALVAGED DURING REMOVAL OF THE STORM SEWER SHALL SE REPLACED, SHAPED, AND COMPACTED PRIOR TO PAVING. ALL WORK SHALL BE INCIDENTAL WORK. SAL AGF LANDSCAPING TIMBERS SHALL BE INCIDENTAL WORK. ALL PIPE LENGTHS INCLUDE FES LENGTHS. (3) PIPE BEDDING PER DETAIL AND SHALL BE INCIDENTAL TO PLACING STORM SEWER PIPE AND CULVERTS �e EAST DITCH 30 0 30 60 SCALE IN FEET 950950 ........................ ......... .--------- _ ; - .... 948 ....................... ... CD ¢ opo:- ------ . .._.........;............. ...., _ ...... .......--.............'............. ._,,..... ... :......................................... -. _.._..--- - ------.._..,'....._9+$.. L j, Cn + R)u? e O co pn C-4 6_ II II rn _ . __i LO _ 0)_.___ ?In_ ... ...................... .... Li) -------- --:----_.-.-••.- _ ........... -------------------------------- -- - --_- ._.._..,,,. .. ..----------:-..----- -. w `-' _ iI II I I. - _ 944 _.......,...._�.:. _rn w _....� ....... . ... .-- n I� : : _..... - _ . . 944 ._ en z , �'` tn� w[ > -` r j - i j - -- f �. i _ . _ -.,--..........; . . . ....._...-. - �+.+ . . . _ . . . - - - - - - - - - • - - - - - - , . , . . . , 942 EXISTING DITCH PROFILE CL a_ ..........----- ------------------ ./ 26LF 12y' RCP .. --------- - ------ _— ---- -- ........ - - JX i �.'�,.�- - ---, - �� f :�•���- f .._......... T ............. ._..__...._.. _ _ ._........ - „- ,.-.. 944 938- (C L,3) @ f 00 � � � �� x' - 1 28�F 15" RCP 28 LF 15F' 4Cp - - - 938 - , ..8.: - - o - - ....... (CL3 0.31--(CL3)..� .6.3; .1.E ... ..... ...------.-- ---.-.._..... PROPOSED DITCH PROFILELj - - 33....._.,_.,,.,.., .. r ............................ :...... ............ ..............-............. ....... --- --:- . ........ .......-..--.-; - ...........-............ :•-•-----.--. _-.-.------- : - _.,.... - :... _ 936. ...................., :.._.._.. „_:........ ..... _ ;.... _. _.; ..... .. 934 �+ ................ -...; ..... - -- . -- -_ ....... ....... ---------._ .._......_ ...: .._.. �; 932. '. : --------------- ------ ..._,.........--• L" - - - - ...................•--•--. -_.. ._ ......-,_-.-..-.--------------------- _------------- ._ ,.. ......... _ ----- .............. - ....... .--......--. 932 13 t, o rri Ln' c� 03 ati t-; a ci, C4 chi M. a; �t_ _ M � ................................. r- CO cV s d r o � a] a� ;O + °4 o na �" r+� o ' rtiC rr, ° a v 4- orb N N N aw] ct w7 u� �a r. W a 0a mai ci. a� rn a; , e; a's ; a7. vi ; a; ai of os. or of ; m_"; of C; r�i. c . Mr r v. M '� rri rPs '"� r } '"� , ' a7 w7 ' rn +�:. Ky r� ''7 ti, Mr �_ Ca- 4Z rfi s -ii �. .......... ----- n -t ni_ c••r w;- v ------.-.._. .......,..-..........- ua +n - awi £r m a� - o► + a, o'. as �4+5Q 5+00 5+50 °' � 's'.(n �' rn '. m ' ax �',rn °' va �' on o� a, cr. m rn cn "'_oar �' o� .rn a+ m o� 6+00 6+50 7+00 7+50 8+40 8+50 9++_0 9+60 v� DE 10+00 c,; rn ai_ 10+50 11+' OD rn rn 11+50 ? iso5/24/13 M � `" r DATE REVISION I hereby certify 1ha1 IhTs pian« specIfIcatlon, or report was prepared nye under my d}rest s��� rsr#� end lhat fi um o duly Licensed Rrofessfana} Eng}netr under Jho laws of We sera of Latnn- �. H8ML C] 5 C ?�' ( - -- Civil Engineers and Lond Surveyors 3 0 Thur #c�r� Ave., Anoka, 14linnesota "; f, `.0 G�TY aR 0 STORM SEWER AND DRAINAGE PLAN EAST DITCH x � r ,SAP 55303 763-427-5860 ; - _ NE�EDHAM DRAINAGE 1MPROVEMENTS-POI SE 1 t cr a FAX 763---427-[ 520 � F�INNESOTA CITY OF OTSEGO, MINNESOTA Date 5Z8 2013 LPc. No. 26052 RJW www.hokonson-anderson.coni OT4 3 5 OT435 OT435 944 942 940 938 936 944 942 940 938 936 5+75 -20 0 0 5+5 ROAD EDGE -20 0 5+38 ROAD EDGE ROW 944 942 940 14 Imi U 938 ir 936 L--- L 1 -20 0 Eml 19-0 9 0 V1 L�j CL CLV 944 942 94-0 938 938 9" 942 940 938 936 944 942 940 938 936 944 942 940 944 942 94-0 938 944 9+2 9+0 938 944 942 9+0 938 936 6+50 ROAD EDGE ROW cc rn -20 0 6+32 944 942 940 94-4 942 940 ROAD LUGS ROW Hakanson Anderson Civil Englinws and Longi Surveyors 3601 Thurston Ave., Anokqo, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hokonson–onderson.com TY OF otgfgo MINNESOTA CROSS SECTIONS WEST DITCH NEEDHAM DRAINAGE I MPROVEM ENTS —PHASE 1 CITY OF OTSEGO, M[W4ESOTA SHEET xl 0 F X4 SHEETS nt �a (H[Egft E: RJW Lq -20 0 0 5+5 ROAD EDGE -20 0 5+38 ROAD EDGE ROW 944 942 940 14 Imi U 938 ir 936 L--- L 1 -20 0 Eml 19-0 9 0 V1 L�j CL CLV 944 942 94-0 938 938 9" 942 940 938 936 944 942 940 938 936 944 942 940 944 942 94-0 938 944 9+2 9+0 938 944 942 9+0 938 936 6+50 ROAD EDGE ROW cc rn -20 0 6+32 944 942 940 94-4 942 940 i l'Ermlf cvtfV P-1 11 -L's ptaN s-,":flaafFon. or rrrV- rl tics � reki rt -J bj r-.. a c -r L -.,lir i -re drect s�-parwis'cn aj I cim a d.-ly Frofesvon:11 E -r -;'-!!r u -_•r 1fia rzws cl tk5 S1,34a rF U-nr4Wa- ROMUD J.(YGNEt/-P.E. Date 5Z8/2013 Uc. No. 26052 cksl F3ML Hakanson Anderson Civil Englinws and Longi Surveyors 3601 Thurston Ave., Anokqo, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hokonson–onderson.com TY OF otgfgo MINNESOTA CROSS SECTIONS WEST DITCH NEEDHAM DRAINAGE I MPROVEM ENTS —PHASE 1 CITY OF OTSEGO, M[W4ESOTA SHEET xl 0 F X4 SHEETS nt �a 038 -20 0 20 6+25 ROAD EDGE RaW 944 942 94-0 938 -20 0 20 6+00 -20 0 S44 942 94-0 938 936 944 !) 42 940 9.38 944 942 940 ^ m 944 942 94-0 944 942 940 938 7+25 onkn cnrlc 944 942 940 938 -20 0 20 7+00 ROAD EDGE ROW — _r — _K I— , —I— -20 0 20 6+85 C> m -20 0 6+75 -20 0 944 942 940 944 942 940 938 Lftlt 942 940 938 94-4 942 940 la44 942 940 938 94-4 942 940 938 94-4 942 940 938 ROAD EME: ROW c" cm " mn co -20 0 20 7+75 -20 0 7+50 20 944 9+2 940 938 20 944 942 940 938 20 -20 0 7+44 -20 0 944 942 940 944 942 940 938 DATE REVISION i l'Ermlf cvtfV P-1 11 -L's ptaN s-,":flaafFon. or rrrV- rl tics � reki rt -J bj r-.. a c -r L -.,lir i -re drect s�-parwis'cn aj I cim a d.-ly Frofesvon:11 E -r -;'-!!r u -_•r 1fia rzws cl tk5 S1,34a rF U-nr4Wa- ROMUD J.(YGNEt/-P.E. Date 5Z8/2013 Uc. No. 26052 cksl F3ML Hakanson Anderson Civil Englinws and Longi Surveyors 3601 Thurston Ave., Anokqo, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hokonson–onderson.com TY OF otgfgo MINNESOTA CROSS SECTIONS WEST DITCH NEEDHAM DRAINAGE I MPROVEM ENTS —PHASE 1 CITY OF OTSEGO, M[W4ESOTA SHEET xl 0 F X4 SHEETS C k& 04 Er; JAP (H[Egft E: RJW U]4 -'VZ 944 942 94-0 938 944 942 94-0 938 944 942 94-0 c. 13 DATE rj 8+75 DnAr% FfNr-r' —20 0 20 8+50 —20 0 20 8+25 —20 0 20 8+00 ROAD EDGE ROW cm C6 a) cr) —20 0 20 8+50 —20 0 20 8+25 —20 0 20 8+00 944. 942 94-0 938 944- 942 940 938 944 944 ROAD EWE RUN 944 942 940 942 942 94-0 940 938 938 938 c; c; t —20 0 20 944 8+94 944 ROAD EOGE ROW 944 942 1 1 9+2 942 940 24-0 94-0 Sm 9+00 —20 0 20 —20 0 20 REVISION I hereby cerrff V%ot V -I's p!*.i, or rapari 'SOS Wren.--r&I t ir--s cr LrJer my cre-t 5-_-etr&.6pl ens that I a -n a duty Ucc-rlm-1 Ec,;'-etr vrd!r J�q lo*3 of Pit Sfeis of Vnr�tvola. MAL Hakanson Anderson IJUNN FY- CiYTl EngTneers, and Land Surveyors JAP 3601 Thurston Ave., Anoka, Wnnasofa 55303 763-427-5860 FAX RONALD IJ./WAGNErP.E. 763-427-0520 ow-w.hokanson—anderson.com date 5Z8/201 3 G"' Uc. No. .26052 RJW glib. t §TY OF 0 0 Irl IIii NESOTfAg CROSS SECTIONS S RE ET WEST DITCH X2 NEEDHAM DRAINAGE IMPROVEMENTS—PHASE: I OF CITY OF OTSEGO, MIWIESOTA X4 XSHEE TS OT43S ROAD EDGE ROW cm C6 944. 942 94-0 938 944- 942 940 938 944 944 ROAD EWE RUN 944 942 940 942 942 94-0 940 938 938 938 c; c; t —20 0 20 944 8+94 944 ROAD EOGE ROW 944 942 1 1 9+2 942 940 24-0 94-0 Sm 9+00 —20 0 20 —20 0 20 REVISION I hereby cerrff V%ot V -I's p!*.i, or rapari 'SOS Wren.--r&I t ir--s cr LrJer my cre-t 5-_-etr&.6pl ens that I a -n a duty Ucc-rlm-1 Ec,;'-etr vrd!r J�q lo*3 of Pit Sfeis of Vnr�tvola. MAL Hakanson Anderson IJUNN FY- CiYTl EngTneers, and Land Surveyors JAP 3601 Thurston Ave., Anoka, Wnnasofa 55303 763-427-5860 FAX RONALD IJ./WAGNErP.E. 763-427-0520 ow-w.hokanson—anderson.com date 5Z8/201 3 G"' Uc. No. .26052 RJW glib. t §TY OF 0 0 Irl IIii NESOTfAg CROSS SECTIONS S RE ET WEST DITCH X2 NEEDHAM DRAINAGE IMPROVEMENTS—PHASE: I OF CITY OF OTSEGO, MIWIESOTA X4 XSHEE TS OT43S 944 942 94-0 9,38 -20 zj V--* 1242 94-0 938 5+40 0 20 5+25 RUN ROAD EDGE -20 0 20 5+14 944 942 94-0 cilp -20 94-4 942 940 W -20 DATE ri 13 <3 acCti ROW ROAD EDGE 0 5+00 0 20 REViSION 944 942 940 9,35 944 942 940 944 942 940 938 9+4 942 940 938 944 942 94-0 938 944 942 94-0 938 6+25 A 942 942 9-4-0 940 93B NIL co mll� pi 1 01) 1 03 CF� rll: cl, cn m t13 -20 0 20 5+14 944 942 94-0 cilp -20 94-4 942 940 W -20 DATE ri 13 <3 acCti ROW ROAD EDGE 0 5+00 0 20 REViSION 944 942 940 9,35 944 942 940 944 942 940 938 9+4 942 940 938 944 942 94-0 938 944 942 94-0 938 6+25 -20 0 20 6+00 -20 0 20 5+75 A 942 942 9-4-0 940 93B NIL co mll� pi 1 01) 1 03 -20 0 20 6+00 -20 0 20 5+75 944 944 942 942 94C 94-0 938 938 936 942 942 940 940 938 938 944 944 942 942 9-W 94-0 9-38 938 7+00 RasY ROAD EOG E -20 0 20 6+75 -20 0 20 6+50 DAAN Cnl-C A 942 942 9-4-0 940 93B NIL co mll� pi 01) 1 03 944 944 942 942 94C 94-0 938 938 936 942 942 940 940 938 938 944 944 942 942 9-W 94-0 9-38 938 7+00 RasY ROAD EOG E -20 0 20 6+75 -20 0 20 6+50 DAAN Cnl-C -20 0 20 -20 0 5+50 6+34 944 ROW NVAU LVUL 944 942 942 94-0 940 938 alsl A 942 942 9-4-0 940 93B 938 co mll� pi rll: cl, cn m t13 -20 0 20 -20 0 5+50 6+34 944 ROW NVAU LVUL 944 942 942 94-0 940 938 alsl ultlt 944 942 942 9-4-0 940 93B 938 co mll� pi ultlt 944 942 942 9-4-0 940 93B 938 20 -20 0 20 -20 0 ceffiff 11s4 1-173 P!Qk. Sre- sr re;,:ri -%os pmpamd by ma cr c(3:%r -3 F: r-,( d-'.rc­_t s_paMs:c--n omd that I c. n a ,.'y r-arsiJ Pirafess!onal Emj`tir tj--Iq!r fl -9 17.s rf t4 SVa of Wn-n-':F. B M L Hakanson Anderson Clvfl Engineers and Land Surveyors JAP 3601 ThursTon Ave., Anoko, PTnnesoto 55303 763-427-5860 FAX 763-427-0520 www.hakcinson-ondersomxom RONALD J. W. Ev- P. E. f-(010 EY: Date 18 2013_ (Y Uc. No. 26052 RJW 944 942 940 938 944 942 940 9,38 944 '242 94-0 938 944 942 940 938 944 942 940 938 936 944 942 940 938 936 944 944 942 942 940 940 EMS 938 7+50 -20 0 20 7+43 -20 0 20 7+28 MANU LukiL I-.-- -20 0 20 7+25 ROW ROAD EWE r 13, 0; cri 4m07 944 942 94-0 938 94-4 942 94-0 938 936 044 942 940 938 336 ?44 )42 140 20 -20 0 20 CROSS SECTIONS SHEET SHEET X3 EAST DITCH 0 t§TY OF 0 NEEDHAM DRAINAGE IMPROVEMENTS- PHASE 1 XX 4 CITY OF OTSEGO, MINNESOTA X4 MINNBSOTfAg SHEETS OT435 OT435 Engineers Estimate City of Otsego Needham Avenue Drainage Improvement -Phase 1 Project C.O.P. #13-02 Base Bid Schedule "A" - Streets and Grading Item No. Spec. Description Estimated Quantity Unit Price Extension 1 2021,501 Mobilization 1 LS $5,000-00 $5,000 2 2104,501 Remove Existing PVC Storm Sewer Pipe 135 LF $10.00 $1,350 3 2104.505 Remove Bituminous Pavement 106 SY $10.00 $11060 4 2104.513 Sawing Bituminous Pavement (Full Ike th 150 LF $5.00 $750 5 2105. XX Ditch Grading 2411 LS $5,500M $5,500 6 2105.6071 -I Haul Excess Dirt to City Stockpile 231 CY $3.00 $693 7 2211.501 Base, Class 5 37 TN $35.00 $1,295 8 2232-501 _Aggregate Mill Bituminous Surface (1.5") 6 SY $15,00 $00 9 2350.501 Type LV4 Wearing Course Mixture (C) 20 TN $150.00 $3,000 10 2357.502 Bituminous Material for Tack Coat 9 GAL $10.00 $90 11 2563.601 Traffic Control I LS $1 ,000.00 $1,000 12 2573.502 Silt Fence, Type Machine Sliced 62 LF $5.00 $310 13 2575.501 Seeding I AC $2,000.00 $2,000 14 2575.502 Seed, Mixture 270 80 LBS $3.00 $240 15 2575.511 Mulch Material, Type 1 1 Ti $150.00 $150 16 2575.523 Erosion Control Blanket Category 3 225 SY $3.50 $788 17 2575.532 Fertilizer, Type 3 264 1 LBS $1.00 $264 Total -Base, Bid Schedule "A" Base Bid Schedule "B" - Storm Sewer $233580 Item No. Spec. Description Estimated Quantity Unit Price Extension 18 2501.515 15" CS Pipe Apron 1 EA $260.00 $26-0- 19 2501.515 12" RC Pipe Apron 6 EA $750.00 $4,500 20 2501.515 15" RC Pipe Apron 4 EA $800-00 $3,200 21 2501.515 2411 RC Pipe Apron 2 EA $1 "000.00 $2,000 22 2503.603 15" HDPE Pipe Sewer 138 LF $20.00 $2,760 23 2503.541 12" RC Pipe Sewer Design 3006 CL 111 46 LF 1 $28.00 $1 "288 24 2503.541 15" RC Pipe Sewer Design 3006 CL 111 32 LF $30.00 $960 25 2503.541 24" RC Pipe Sewer Design 3006 CL 111 32 LF $70.00 $21240 26 2506.602 Catch Basin 1 EA $2,659.00 $2,659 27 2506.602 Connect to Existing Drainage Pipe 1 EAr $250.00 $250 Total - Base Bid Schedule "B" $20J 17 Base Bid Schedules "A" & "B" $43,697 RESOLUTION NO. 2013 - RESOLUTION ACCEPTING QUOTE WHEREAS, pursuant to a request for quotes for the construction of City of Otsego, Needham Avenue Drainage Improvements, a quote was received, opened and tabulated according to law, and the following quote that was received was: Total Base Bid Dave Perkins Contracting, Inc. $391234.00 AND WHEREAS, it appears that Dave Perkins Contracting, Inc. of Ramsey, Minnesota is the lowest responsible quoter, NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO MINNESOTA: 1. The mayor and clerk are hereby authorized and directed to enter into a contract with Dave Perkins Contracting, Inc. of Ramsey, Minnesota in the name of the City of Otsego for Needham Avenue Drainage Improvements according to the plans and specifications therefore approved by the city council and on file in the office of the City Clerk. Adopted by the city council this 22nd day of July, 2013. Motioned By: Seconded By: All in Favor: Those Opposed: Vern Heidner, Acting Mayor Tam Loff, Clerk Res 13-43ACCEPT BID - Phase I