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ITEM 6.2 Needham Drainage4 ciTY aF 0 Ot MINNESOTA Request for City Council Action DEPARTMENT INFORMATION .,. , ., .. -.TING DEPARTMENTT, "'R- . .. . ...R.........EQUESTOR: .., ,..... ..,,.,.. ........... _......: _. QRIGINA MEETING DATE, Public Works Ron Wagner, City Engineer May 1? 2013 PRESENTER(s): REVIEWED BY: ITEM t Ron Wagner, City Engineer Lori Johnson, City Administrator 6.2 O(;FNnA ITPM nPTAII RECOMMENDATION; Staff recommends Approval of Plans and Specifications for the Needham Avenue Storm Water Improvement Project and Authorizing Requests for Quotes. ARE YOU SEEKING APPROVAL OFA CONTRACT7 IS A PUBLIC HEARING REQUIRED? No No BACKGROUNDIJUSTIFICATION: We have assembled plans and specs and an engineer's estimate of cost of the Needham Avenue Storm Water Improvement Project, The project replaces a failed private storm water line. The project is intended to be assessed to the contributing drainage area. It is our opinion the costs will not exceed $100,000 and therefore the City does not have to advertise for bids and can request quotes from selected contractors. City council will receive quotes and possibly order the project on June 10th, SUPPORTING DOCUMENTS; X A7ACHED NONE i Pians and Specifications for the Needham Avenue s Storm Water Improvement Project Engineers Cost Estimate Motion; Motion to Approve Resolution Approving Plans and Specifications for the Needham Avenue Storm Water Improvement Project and Authorizing Requests for Quotes, BUDGET INFORMATION FUNDING; BUDGETED: X YES Assessment oNO 220 Storm Water—out of District ACTION TAKEN RESOLUTION NO. 2013-27 RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ORDERING REQUEST FOR QUOTES WHEREAS, pursuant to a resolution passed by the council on March 20, 2013, Hakanson Anderson has prepared plans and specifications for Needham Avenue Storm Water Improvement Project and has presented such plans and specifications to the council for approval; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO MINNESOTA; 1, Such plans and specifications, dated May 13, 2013, a copy of which is attached hereto and made a park hereof, are hereby approved, 2, The City Engineer shall request quotes from at least 3 responsible contractors for making of such improvement under such approved plans and specifications, The request for quote shall specify the worl<to be done, shall state that quotes will be opened at 2;00 p.m, on June 3, 2013, in the council chambers of the city hai1,13400 90th Street NE, Otsego, MN 55330, No quotes will be considered unless sealed and filed with the clerk. Adopted by the council this 13th day of May 2013. Motioned By Seconded By; All in Favor; Those Opposed; Jessica Stockamp, Mayor Tami Loff, Clerk NEEDHAM AVENUE DRAINAGE iMPROVMENT PROJECT IMPROVEMENT PROJECT ENGINEER'S ESTIMATE City of Otsego May 8, 2013 Base Bid Schedule "A" - Streets and Gradina 1 1: Total -Base Bid Schedule "A" i=M:113,&gI rmM! wi Item No. • 1 1 Description" Estimated Quantity Emit price 1 1 12" Metal Pipe Apron 2 EACH $250.00 $500 2 r, Remove 1 Pavemen t 1 EACH $250.00 $250 3 Remove Concrete Curb 6 EACH $300.00 $1,800 4 Savving Bituminous PavementD'1� 6 EACH rr $3,000 5 Common 1 �m EACH 1 rr rr 3 2503.511 12" HDPE Sewer pipe 105 LF $20.00 $2,100 4 Mill Bituminous Surface (1,Y) 435 LF $25.00 $10,875 5 1 .1Type LV4 Wearing 54 LF $3500 $1,890 5 'Bituminous Material for Tack Coat 55 LF $40.00 $2,200 aRMUR Concrete4GutterDesign■► ► 32 LF $50.00 $1,600 7 ►�Traffic Control�® 2 EACH rrr rr rrr SlItfencel T pe Machine Sliced m� Seed,1 ® 1070W1, 4i. - 101 -11 rr Mulch, Type 2 Total -Base Bid Schedule "A" i=M:113,&gI rmM! wi Item No. Spec. Description Estimated Quantity Emit price Extension 1 12" Metal Pipe Apron 2 EACH $250.00 $500 2 15"Meta! Pi e Apron 1 EACH $250.00 $250 3 12" RC pipe Apron 6 EACH $300.00 $1,800 4 15" RC Pipe Apron 6 EACH $500.00 $3,000 5 24" RC Pipe Apron 2 EACH $700.00 $1,400 3 2503.511 12" HDPE Sewer pipe 105 LF $20.00 $2,100 4 2503,511 15" HDPE Sewer Pie 435 LF $25.00 $10,875 5 1 2503,511 12" RC Pipe Sewer Design 3006 Cf_ III 54 LF $3500 $1,890 5 2503.511 15" RC Pipe Sewer Design 3006 01.111 55 LF $40.00 $2,200 6 2503.511 24" RC Pipe Sewer Desi n 3006 CL III 32 LF $50.00 $1,600 7 H to last Inline Drain[Tee 2 EACH $250,00 $500 Fotal • Base Bid Schedule "B" $26,115 Base Bid Schedules "A" & "B" $41,636 NEEDHAM AVENUE DRAINAGE IMPROVEMENTS CONSTRUCTION PLANS FOR STORM SEWER REPLACEMENT AND DITCH GRADING CITY PROJECT N0. 13.02 N.E. 87th N.E. 85th STREET g u I� a� n� Hakanson OP IIIAnderson 0 UI x vi i l v] v j %0W%1v WRIGHT COUNTY, MINNESOTA ot CITY�� Se0 MINNESOTA GOVERNING SPECIFICATIONS 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, ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING THE LATEST FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS, WORK SHALL CONFORM TO THE STANDARD UTILITY SPECIFICATIONS AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA, 1999 REVISION, ALL REQUIREMENTS OF THE PROJECT MANUAL FOR THE NEEDHAM AVENUE DRAINAGE IMPROVEMENTS (CITY PROJECT NO, 13-02), SHEETINDEX THIS PLAN CONTAINS 10 SHEETS SHEET NO, 1 DESCRIPTION TITLE SHEET 2-3 DETAILS AND QUANTITIES 4 EROSION CONTROL PLAN 5-6 REMOVAL PLAN 7-9 STORM SEWER AND DRAINAGE PLAN 10 TRAFFIC CONTROL I hereby certify that this plan, speolficatlon, or report was prepared by me or under my direct su ervislon and that I am a duly Licensed Professlonal Engineer u er a laws of the State of Minnesota. 26052 DATE 5/9j 2013 RONAL'O J, W , PX LIC, N0, HAKANSON N SON I PROJECT 01NEER SHEET i OF 10 SHEETS OT435 scHFD1J1 F OF OHANTITIES item No. Description Estimated Quantity 1 Mobiliz*n 1 LS 2 1 Remove Bituminous Pavemeni 172 SY 3 Remove Concrete Curb 22 LF 4 SawiN Bituminous Pavement Full Depth) 260 LF 5 Common Excavation, EV 350 Cy 6 Aggregate Base, Class 6 37 TN 7 Mill Bituminous Surface 1,5" 12 SY 8 Type LV4Weadng Course Mixture 27.2 1 TN 9 Bituminous Material for Tack Coat 9 GAL 10 Concrete Curb & Guyer Design B618 22 LF 11 Traffic Control 1 LS 12 Sjlt Fence, Type Machine Sliced 89 LF 13 Seedipg 0.66 AC 14 Seed, Mixture 270 80 LBS 15 Erosion Control Blanket Cate o 3 305 SY 16 Fertilizer, Type 3 264 LBS 17 Mulch, T e 2 0.66 TN 18 12" Metal Pipe Apron 2 1 EACH 19 16" Metal Pipe Apron 1 EACH 20 12" RC Pipe Apron 6 EACH 21 15" RC Pipe Apron 6 EACH 22 24" RC Pipe Apron 2 EACH 23 12" HDPE Sewer Pie 106 LF 24 15" HDPE Sewer Pi e 436 LF 26 12" RC Pie Sewer Design 3006 CL 111 64 LF 26 15" RC Pie Sewer Design 3006 CL 111 65 LF 27 24" RC Pie Sewer Design 3006 CL 111 32 LF 28 INyloplastinlineDrairffee 2 EACH BASIS OF ESTIMATED QUANTITIES AGGREGATE BASE CLASS 5 1001halyd�hn NON IIIEM16SW= COURSE MM 110#0ehn VdEAUG COURSE BMW MCQIIRE 110 tLslyd'An BIlUMWIdATERALFOR TACK COAT 0.05 Gaud SEED 1d0'fURE 270 120 h1aw TYPE 1 MULCH MATERIAL 2 fon me TYPE 1, COMMERML FERilU2ER 400 Waus il� I heraby certify 1hol this prapored 6y me or under om a duty Llee Profs of the Sloe '�aii fnnpsop. E WOOD FIBER BLANKET MULCH END OF UPPER BLANKET TO OVERLAP BOTTOM END OF BLANKET BURIED IN 6' DEEP VERTICAL TRENCH 10" MIN M WOOD FIBER BLANKET SHALL BE PLACED AND STAPLED ACCORDING TO Mn/DOT SPECIFICATION 257522 WITH THE FOLLOWING EXCEPTIONS, ADJACENT STRIP 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, 2 WOOD FIBER BLANKET INSTALLATION ON A CUT SLOPE 2 NO SCALE i, or GE90[B report wos M Man and shot I BML Hakansan Anderson under the lass "P. "11 Engineers and Land Surveyors BML 3601 Thurston Ave,, Anoka, Minnesota 55303 _.�-- 763-4275660 FAX 763-427-0520 No, 76452 RJW _ www,hakanson-andersonarn 2.5" TYPE LV4 WEARING COURSE MIXTURE }„ (LVWE45030C) 4" SALVAGED AGGREGATE BASE APPROVED SUBGRADE 5 BITUMINOUS BIKE PATH PAVEMENT SECTION 2 NO SCALE 2,5" TYPE LV4 WEARING COURSE MIXTURE Jj h .�„x• (LVWE45030C) } , 6” SALVAGED CLASS 5 AGGREGATE BASE APPROVED SUBGRADE 6 BITUMINOUS DRIVEWAY PAVEMENT SECTION 2 NO SCALE CITY or DETAILS AND QUANTITIES Aft All " 't 0 NEEDHAM DRAINAGE IMPROVEMENTS HI NESOTA CITY OF OTSEGO, MINNESOTA 11 2" TYPE LV4 WEARING COURSE MIXTURE ,2.5" TYPE LV4 NON—WEARING COURSE FIXTURE _f(LVWE450300) (LVNW45030C) ��C'.F Y' i"S tir''1. t4 14" SALVAGED AGGREGATE BASE FIN. 2 1/2' ABOVE GROUND OPTION AS APPROVED BY APPROVED SUBGRADE THE CITY ENGINEER. ` 3 85TH STREET BITUMINOUS PAVEMENT SECTION 6X6 2 NO SCALE EARTH FILL FENCE MATERIAL 6" APRON 115" TYPE LV4 WEARING COURSE MIXTURE 5' POSTS — 6' MAX, ON CENTER (LVWE45030C) MINIMUM 2' PENETRATION 3886 2,0" TYPE LV4 NON—WEARING COURSE MIXTURE REF, MnDOT (LVNW45030C) 1 SILT FENCE 14' SALVAGED AGGREGATE BASE 2 NO SCALE APPROVED SUBGRADE 4 NEEDHAM AVE BITUMINOUS PAVEMENT SECTION 2 NO SCALE WOOD FIBER BLANKET MULCH END OF UPPER BLANKET TO OVERLAP BOTTOM END OF BLANKET BURIED IN 6' DEEP VERTICAL TRENCH 10" MIN M WOOD FIBER BLANKET SHALL BE PLACED AND STAPLED ACCORDING TO Mn/DOT SPECIFICATION 257522 WITH THE FOLLOWING EXCEPTIONS, ADJACENT STRIP 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, 2 WOOD FIBER BLANKET INSTALLATION ON A CUT SLOPE 2 NO SCALE i, or GE90[B report wos M Man and shot I BML Hakansan Anderson under the lass "P. "11 Engineers and Land Surveyors BML 3601 Thurston Ave,, Anoka, Minnesota 55303 _.�-- 763-4275660 FAX 763-427-0520 No, 76452 RJW _ www,hakanson-andersonarn 2.5" TYPE LV4 WEARING COURSE MIXTURE }„ (LVWE45030C) 4" SALVAGED AGGREGATE BASE APPROVED SUBGRADE 5 BITUMINOUS BIKE PATH PAVEMENT SECTION 2 NO SCALE 2,5" TYPE LV4 WEARING COURSE MIXTURE Jj h .�„x• (LVWE45030C) } , 6” SALVAGED CLASS 5 AGGREGATE BASE APPROVED SUBGRADE 6 BITUMINOUS DRIVEWAY PAVEMENT SECTION 2 NO SCALE CITY or DETAILS AND QUANTITIES Aft All " 't 0 NEEDHAM DRAINAGE IMPROVEMENTS HI NESOTA CITY OF OTSEGO, MINNESOTA 11 11 su 61131124 - t . Fit t 11 It V P to 14 , 11 11 11 14 1; 4 11� 12 611ty'A r -Z rest 11A ZN WD 1, 314 11:01 , 11:' $14 114 , ":' 314 Il.a W Ic"o W3 ,, , "':" WA M.; unt I IM WA 10A 1743 1574 I WS M5 IJA omit el 4 ...... il" 01 0117f 411/1 141W y 3 1- , " ": , s oct 0 Oct , t t 11-11 I'll MW jj 14.110 "', .'.. 5vt 11.754 SVI $V 111, 1:1 04 11117}} CrC2 I1La_j 1(-(S X4,5 2l.rA 5 IMA i-i'l 1diS ":1'4 01111 4 $511111 1.11( 1 1. -112 '11-T ", to 11112 11:1, 1-1/2 M100 : , 61M I .'.o5o t IMPO 0 1 UP, I �:' 0 0 MOT P j_f4a C4AL L 1'120 hM 'mng '4 7012 0 1.143 a 2•vt $:Vt 2 I'W 1 3,14 I -M 3.11, 3 3.14 YA 2-7a I -up 2.241 I'M 2 '1 0 D 0 0 0 t I 0 0 "U 1 A 1 7/5 ZA 1 24 in I ?n I&A I 1,144 1 IVA I 1." 1 1-1% I 1.1d 1.0 M 10W I -Mi I'V4 FY3 1-94 WA W, 1-YN I-V4uls 1-7+81-v4U53 '90 U41 510 ats M" Im aw uln L�t W mi) WI M MI �m U47 0.0 DA Un as; oin 00 WX U15 54D U13 ;0n 041 ITIO WO 100 XO 'W' W W L13, 01j aj DY4 Al W; 11 0311 WK un un wn Ull W71 0 it ult ON 1p L2 1.60 WE ty 66" PIPE AD SVXLER 0 12'PIPE AD LWER KIM V1 MM kilt INO TM PA_ W., X MW kill WF" 4 t -W th r1( 1:7 1 It WOH W Wql. A KIM 045101 ATF lk V $0 MU H nkF4� TDOWaS N DVYa Ift Ay twwm L� "K x W-a"L K 19411 ko W VU K W 191 M Tit Pb IS XXID 117R X C49-11 is kig j Pztti tV is q14.6D. Fy4)*Mvx; y z4 Px ra H it ni Ate 91 NhA IFIL(M.W4 19 51% WAXI xk'sm Kilm nzk mi:40336143 54LL um ?a T4E qkqrll 14 or kA W W(v V%K$ i A KKD1 I;k PE 7 k10 tkv4kd 9 Kw 194 LFAk W. StE MI I M VIM I&L FN1M*t,0LEWkM It 14163. kvOlu Aq ST t41PS1 ).j.VW alst 82413 $Wj 7 ww'A vAlAt v TUv't'vIIlKq CASKET JOINT FOR R.C, PIPE Lei SWCA-10 PLAIE 3006G IV2 STLOQ PL41E A 3145E CORE OR SAW CUT HOLE FOR NEW 15" RCP PIPE (APPROX. 24" DIA. HOLE) REMOVE EXISTING PVC PIPE AND SEAL HOLE WITH CONCRETE, A Ll PORTION OF THE EXISTING I'll SAF CONCRETE INVERT MAY ALSO x N HAVE TO BE REMOVEO TO 4 ACCOMADATE THE NEW LOWER 2 STORM SEWER PIPE, 0 NEW PIPE SHOULD BE '17 APPROXIMATELY 19' OFFSET lu FROM EXISTING PIPE, ALSO SECTION A—SEE NOTE ON SHEET 6, SHIVS USED FOR LEVELINO SHALL BE METAL OR CONCRETE FRAME & CASTING (SEE MH A t8 SCHEDULE), (1) ONE SINGLE CONCRETE CONCRETE ENCASED W -07A REINFORCED CONCRETE PIPE ADJUSTING RINGS THICK WITH MAXf I' GROUT Mn/OOT PLATE 4026A PER JOINT. i 17 su 61131124 - t . Fit t 11 It V P to 14 , 11 11 11 14 1; 4 11� 12 611ty'A r -Z rest 11A ZN WD 1, 314 11:01 , 11:' $14 114 , ":' 314 Il.a W Ic"o W3 ,, , "':" WA M.; unt I IM WA 10A 1743 1574 I WS M5 IJA omit el 4 ...... il" 01 0117f 411/1 141W y 3 1- , " ": , s oct 0 Oct , t t 11-11 I'll MW jj 14.110 "', .'.. 5vt 11.754 SVI $V 111, 1:1 04 11117}} CrC2 I1La_j 1(-(S X4,5 2l.rA 5 IMA i-i'l 1diS ":1'4 01111 4 $511111 1.11( 1 1. -112 '11-T ", to 11112 11:1, 1-1/2 M100 : , 61M I .'.o5o t IMPO 0 1 UP, I �:' 0 0 MOT P j_f4a C4AL L 1'120 hM 'mng '4 7012 0 1.143 a 2•vt $:Vt 2 I'W 1 3,14 I -M 3.11, 3 3.14 YA 2-7a I -up 2.241 I'M 2 '1 0 D 0 0 0 t I 0 0 "U 1 A 1 7/5 ZA 1 24 in I ?n I&A I 1,144 1 IVA I 1." 1 1-1% I 1.1d 1.0 M 10W I -Mi I'V4 FY3 1-94 WA W, 1-YN I-V4uls 1-7+81-v4U53 '90 U41 510 ats M" Im aw uln L�t W mi) WI M MI �m U47 0.0 DA Un as; oin 00 WX U15 54D U13 ;0n 041 ITIO WO 100 XO 'W' W W L13, 01j aj DY4 Al W; 11 0311 WK un un wn Ull W71 0 it ult ON 1p L2 1.60 WE ty 66" PIPE AD SVXLER 0 12'PIPE AD LWER KIM V1 MM kilt INO TM PA_ W., X MW kill WF" 4 t -W th r1( 1:7 1 It WOH W Wql. A KIM 045101 ATF lk V $0 MU H nkF4� TDOWaS N DVYa Ift Ay twwm L� "K x W-a"L K 19411 ko W VU K W 191 M Tit Pb IS XXID 117R X C49-11 is kig j Pztti tV is q14.6D. Fy4)*Mvx; y z4 Px ra H it ni Ate 91 NhA IFIL(M.W4 19 51% WAXI xk'sm Kilm nzk mi:40336143 54LL um ?a T4E qkqrll 14 or kA W W(v V%K$ i A KKD1 I;k PE 7 k10 tkv4kd 9 Kw 194 LFAk W. StE MI I M VIM I&L FN1M*t,0LEWkM It 14163. kvOlu Aq ST t41PS1 ).j.VW alst 82413 $Wj 7 ww'A vAlAt v TUv't'vIIlKq CASKET JOINT FOR R.C, PIPE SOMAMV AMC NI SWCA-10 PLAIE 3006G IV2 STLOQ PL41E A 3145E CORE OR SAW CUT HOLE FOR su 61131124 - t . GROUT BOTTOM TO SLOPE IS AMU 10 MA AXUTA 4%T U HOLT TIE Q dot j a[ V N' IfML WWII 11 Celm RECESS D6A10 MIN ®Mmumm EM �EMUM M EMM ffiw��Mmfmm LARGEST DIAMETER PIPE W WE LIVED IS MM U OF OW rq tm 1:1KAX0 RO M AT Lq [MOT CIL. v Ix kkk ja jq 01$ TJUSF tll"x myn N N hkil (A h X SUL R"M 10 Mmi Mo. TZ 14 11#11 r* Klim Ir cq Uss b tulA DME COMINN TIE ok KUPvf lxw %I N" in al I Nam INN I -f MY, CW PU Fihl 01; WUWl t US M MAD PINT W?K a cxtq PPE 715 Is LVAD ILIMMAJI il Ir'41 =11XiAqPf11I'iA•uU10 1, 1 K� LMI I vt 11111 SKU (MM 10 MUM CA All, Tit 10 Et W *tl I! HID�Fx IMO} :QM141 f P11" % N tlkll lit KO TAms STEL Pfucl TO bf mix or PH PIA EK(n AS IM h A,146 la Ilk[ I it 41M FAA {A =10 IUL <NT, @71 VA M1.1 lill Full ID vmc V v OLLyt4t r.^( 14 VAIpt[ "LX 1%1411M WAIL C otrkn 0 ria OWMA M 1100 STLA or IL; ONA Wkilol q luntyLTWX CONCRETE PIPE TIES $KOWN IV= M 71� su 61131124 - t . GROUT BOTTOM TO SLOPE IS AMU 10 MA AXUTA 4%T U HOLT TIE Q dot j a[ V N' IfML WWII 11 Celm RECESS D6A10 $7 cir", FfLU $&L Bt tLSt (R NIttl IS- M Wa0i or'pl f$ 14 UV� it PM Ot Kdo; im A Xt ;P Piz;; 1$ r�N 0= v Awl PLKEOT Of AES 31stt WA 1176! I-V1.7C11 II.Lki1 054. CIA 96EE C'1. • 27 LARGEST DIAMETER PIPE W WE LIVED IS MM U OF OW rq tm 1:1KAX0 RO M AT Lq [MOT CIL. v Ix kkk ja jq 01$ TJUSF tll"x myn N N hkil (A h X SUL R"M 10 Mmi Mo. TZ 14 11#11 r* Klim Ir cq Uss b tulA DME COMINN TIE ok KUPvf lxw %I N" in al I Nam INN I -f MY, CW PU Fihl 01; WUWl t US M MAD PINT W?K a cxtq PPE 715 Is LVAD ILIMMAJI il Ir'41 =11XiAqPf11I'iA•uU10 1, 1 K� LMI I vt 11111 SKU (MM 10 MUM CA All, Tit 10 Et W *tl I! HID�Fx IMO} :QM141 f P11" % N tlkll lit KO TAms STEL Pfucl TO bf mix or PH PIA EK(n AS IM h A,146 la Ilk[ I it 41M FAA {A =10 IUL <NT, @71 VA M1.1 lill Full ID vmc V v OLLyt4t r.^( 14 VAIpt[ "LX 1%1411M WAIL C otrkn 0 ria OWMA M 1100 STLA or IL; ONA Wkilol q luntyLTWX CONCRETE PIPE TIES $KOWN IV= M 71� STLOQ PL41E A 3145E NO SCALE MAXIMUM DISTANCE—. VSTEPS AS PER 51M: FROM RIM TO MN/DOT STANDARD FIRST STEP IS 24t1, PLATE 4180J STEPS A SEAL PIPE A WITH GROUT REINFORCING: MANHOLE INVERT SHALL BE SINGLE LINE STEEL WIRE FABRIC HAVING AN AREA Of HOT LESS THAN SLOPED TO PROVE SMOOTH 0.12 SQ. IN, PER FOOT OF HWH7. FLOW FROM INLET TO OUTLET n2 SLAB -TOP MANHOLE U3 NO SCALE DATE REVISION I hereby caflIfy thoi 1hts plan, speclf anon, or re* vos Propor0 I; Me under my rullsups son and that I BML Hakanson Anderson PITY OF DETAILS AND QUANTITIES am , du in r 1 d E ginner finder the Iowa of ih, 04 Inn 110 Civil Engineers and Land Surveyors OF BML 3601 Thurston Ave,, Anoka, Minnesota 55303 t NEEDHAM DRAINAGE IMPROVEMENTS O(E It 763-427-5860 FAX 763-427-0520 10 Dafe 5 8 20 3 a. No. 26-052 RAW I www hakarlsorl—qnderson,com HININBOTA CITY OF OTSEGO, MINNESOTA SHEETS v OT435 GROUT BOTTOM TO SLOPE FORM 1/2 PIPE SECTION OF TOWARD PIPE AS SHOWN LARGEST DIAMETER PIPE BY ARROWS EXISTING STORM STRUCTURE EXISTING 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 Ll PORTION OF THE EXISTING I'll SAF CONCRETE INVERT MAY ALSO x 1 AI HAVE TO BE REMOVEO TO 4 ACCOMADATE THE NEW LOWER 2 STORM SEWER PIPE, 0 NEW PIPE SHOULD BE '17 APPROXIMATELY 19' OFFSET lu FROM EXISTING PIPE, ALSO SECTION A—SEE NOTE ON SHEET 6, SHIVS USED FOR LEVELINO SHALL BE METAL OR CONCRETE FRAME & CASTING (SEE MH A t8 SCHEDULE), (1) ONE SINGLE CONCRETE CONCRETE ENCASED ADJUSTING RING, W 8' ADJUSTING RINGS THICK WITH MAXf I' GROUT Mn/OOT PLATE 4026A PER JOINT. i 17 WIMUM DISTANCE FROM RIM PRECAST ECCENTRIC TO FIRST STEP IS 24', REDUCER SECTION —STEPS AS PER MN/OOT 7L STANDARD PLATE 4184) MANHOLE TO BE CONSTRUCTED Of PRECAST CONCRETE _N= SECTIONS MIN, CLASS Ill A< REINFORCEMENT, JOINTS SHALL 2 BE CONSTRUCTED WITH FORM 1/2 PIPE SECTION OF j"j SEAL PIPES CONFINED O—RING CASKETS. LARGEST OlkWIER PIPE WITH GROUT A A 6" BASE FOR ALL MANHOLES LESS THAN 14 FF. DEEP GROUT BOTTOM TO SLOPE INCREASE BASE 21 PER 6 Fr. TOWARD PIPE AS SHOWN WHOLE INVERT SHALL BE LCONCRETE SLAB OF DEPTH BEYOND 14 FT. 5' BY ARROWS SLOPED TO PROVIDE SMOOTH PRECAST BASE MAY BE USED SHIMS USED FOR $E210H A - FLOW FROM INLET TO OUTLET FOR MANHOLES LESS THAN 4 LEYELINO SHALL BE CONCRETE ENCASED FT, DEEP METAL OR CONCRETE ADJUSTING RINGS Un/DOT PLATE 4024 CASTING NEENAH R-4342 EXISTING STORM SEWER MANHOLE OR EQUIVALENT $TOOL (t) ONE SINGLE CONCRETE A0JUSTIN0 RING. W S' THICK WUH PAX, 12 GROUT PER W. TYPE ORATE ('nVrD 12"D NO SCALE MAXIMUM DISTANCE—. VSTEPS AS PER 51M: FROM RIM TO MN/DOT STANDARD FIRST STEP IS 24t1, PLATE 4180J STEPS A SEAL PIPE A WITH GROUT REINFORCING: MANHOLE INVERT SHALL BE SINGLE LINE STEEL WIRE FABRIC HAVING AN AREA Of HOT LESS THAN SLOPED TO PROVE SMOOTH 0.12 SQ. IN, PER FOOT OF HWH7. FLOW FROM INLET TO OUTLET n2 SLAB -TOP MANHOLE U3 NO SCALE DATE REVISION I hereby caflIfy thoi 1hts plan, speclf anon, or re* vos Propor0 I; Me under my rullsups son and that I BML Hakanson Anderson PITY OF DETAILS AND QUANTITIES am , du in r 1 d E ginner finder the Iowa of ih, 04 Inn 110 Civil Engineers and Land Surveyors OF BML 3601 Thurston Ave,, Anoka, Minnesota 55303 t NEEDHAM DRAINAGE IMPROVEMENTS O(E It 763-427-5860 FAX 763-427-0520 10 Dafe 5 8 20 3 a. No. 26-052 RAW I www hakarlsorl—qnderson,com HININBOTA CITY OF OTSEGO, MINNESOTA SHEETS v OT435 EXISTING OVERHEAD POWER 4- EXISTING FENCE I / 1 X 000.0 PROPOSED SPOT ELEVATIONS EXISTING CONTOUR co 0 EXISTING WEDIAN DRAIN/YARD INLET FIBER BLANKET - 1a SY p EXISTING FLARED END SECTION FIBER BLANKET - 13 SY `1 SILT FENCE �- 7 LF SILT FENCE - 7 LF EXiSTINO STORM SEWER FIBA\BLA � £T - 12 SY DRAIN/YARD INLET REMOVAL NEW STORM SEWER/CULVERT 4 1 J ! y f~ v BITUIIINpU5 PAVEMENT REMOVAL —941 SILT FENCE -� 7 LF r f SILT FENCE 1 LF CONCRETE CURB REMOVAL SALVAGE GLASS 5 AGGREGATE ff ,�� x$43-,��`~9�Z_ r--�' — `'��g -91� f �r• '_ ; s _ 4FIQ� BLANKET18 SY ,^ SILT FENCE SEE TI r rrritr 2 s" FIBER BLANKET SEE , rkDO- rl , Try }5- -3} p ,3}0 r r r r ti 1 ! I l FIBER BLANKET f0 SY L SILT FENCE 7 LF PROTECT TREE I IFIBER BLANKET — 28 SY I 11 f j "I FIBER BLANKET 4 SY f PROTECT FENCE I FIBER BLANKET - 6' SY FIBER BLANKET -Y/28 SY f_. [ SILT FENCE -[i3 LFp FIBER BLANKET - 27 SY f FI ER BLANK T j8'SY f I [ 1 to 1 IN [ [ [ t / / co 30 0 30 64 CO oaf l J STALE IN FEET i CO_ t� r / 1 FIBER BLANKET - 10 SFIBER BLANKET `12,SY p p o SILT FENCEJF' FIBER/BLANKET � 8 SY / � v SILT PENCE � 1 LF. � 0 FIBER BLANKET 1 1� � '� N i FIBER BLANKET � 12 SYIBELANXET - 9 SY n� Y 1 O0J-1SILT FENCE - 7 LFry7. . 8�f`�� - - Q - 9 5G - -- -- --� 1 }OQ 1 50----W14M6t � 1 lWo ¢Tj.';.r.si,J, Qa r J_� I r. :QQ—a LL = ��*�o; : soJ �` Hca+ �a5o t 00 — t1+�a�— "�+a, l 112+50�r � � � r rrr - - � ,. • - . - � 1... i.,�ti _ J � t • rrr, r, , r r{r,rL ,,L,£` -sas- - � `. IBER BLANKET - 16 SY ILT-FENCE=_7_L;,1 a 1 II 10 l FIBER BLANKET - 16 SY FIBER BLANKET - 18 SY [ It 1 I I� l I J FIBER BLANKET - 16 SY 11 I r O FIBER BLANKET - 28 SY I ' r 1 1n 1 SILT FENCE 13 LFI j 1 I �� I 0 1 � 0 � \ � I I I to 1 4 � � � l co opo ch � j W I I �1 N a m OO I l e I 1 f. 0. a z a� Nu DATE REVISION I hereby cbriify That Ihi# plan, epboltl ofiaa, or repor! was p� gh EROSIONCONTROL R�f, f lei SHEET 68 prepared by me or under my dlreol pendslon and that I BILL Haa�so �i��BrS�l1 CITY OF i a om a duly Licensed Professi a En air under the lays of the Stot ne a, pp [B; - CIvII Engineers and Land Surveyyors OF "p BILL 3601 Thurston Ave., Anoka, M nnesata 55303 p9' 763-4275860 FAX 763-427-0520 R DHAh►4 DRAINAGE IMPROVEMENTS 1 Q� gafe 5 8 20 J. F Llar No, 26052 3W www,hakonson-andersomom MINNESOTA R8brA CITY OTSEGO, MINNESOTA sNELTs x OT435 f �' I I f f f' ~ . -- - --- --- - --11 1' I 1 L LE D M p U �� " EXISTING OVERHEAD POWER I j l f I I ~ f EXISTING FENCE 11 IJ 1 f 1� SEE SHEE 6 FOR EASY DITCH REMOVALS L0°Q �y f X 000,0 PROPOSED SPOT ELEVATIONS ------860--- EXISTING CONTOUR 00 co l to f 0 EXISTING MEDIAN DRAIN/YARD INLET REMOVE BIT, STREET - 30 SY D EXISTING FLARED END SECTION I EXISTING STORM SEWER i 1 / REMOVE BIT, DRIVEWAY ? SY 16 '` - -� '' \ w _ f / f DRAIN/YARD INLET REMOVAL �Aw CUT BIT, - i12 Lf • \ 939.02'` C015 r 6/ STORM SEWER/CULVERT REMOVE y i� j ria �� tj 4�0.4_0 Y�� 98.92 938 —f�e' Cp15 Rcai 938.6) C1P5 BITUMINOUS PAVEMENT REMOVAL 'yf �/ 24D0 f. r�S`G�u-a( ' u-au-- 4#�&� _�am__-~�-�5� __ -oHd-u-o �9�q9+40,2'5F5$f- �\ ; • CONCRETE CURB REMOVAL g ti l `-942 _ Y - - ! -4 f A° 4^ ��- to ® SALVAGE CLASS 5 AGGREGATE Q I ` _ ��f---- _ - Ir '' w �-- �d3 -� 939.24 `�- -' SAW Cllr BIT, 38 LF G t 1 SILT FENCE SEE SA CUT BIT, 37 LF s _ _ IL4 BIT, 18° IDE X 1,5" DEEP g� 1 REMOVE BIT, DRIVEWAY -' 24 SY ' �1 �SA CUT BIT, it LF \ r/ DILL BIT, 18" WIDE X r" DEEP 6 SY " .: 9 9.7d x V) '� ""�� FI8ER BLANKET SEE ® i •, I 1�� REMOVE BIT, BI PALH- _ 5, 8 I 433f'9h ,., _ _ _ _ _ _ _ , 26 SY , j}5694 59_ -a 3+O ' { 1 "3+54-� `M = -4+44� - 94D.5t 4+50 ^ 1+D . 2 W gA3' —08.70 942. 942,11 R�22 " RCP 5t RC )15 ' �^ PVC10 _ f " I ~ 94 940,61 PL5 INV CMP15 T RCP 18 �` 939.9 CHIP 12 INS _ I PROTECT TREE / REMOVE EXISTING 12" ROLE, PROTECT EXISTING 1 r REMOVE EXISTING 15" REMOVE EXISTING 15" CMP CULVERT - 28 LF FENCE REMOVE E� TINC 121 RCP CULVERT/- 21 LF REMOVE 0" PVC STORM/f REMOVE EXISTING 18" GMP CULVERT - 6 LF Q THE CLASS 5 SALVAGED DURING REMOVAL OF SAW, CUT BIT, - 10 LF � � -- � RCR CULV� T 2qf �F SEINER 213 LF (SEE I 0 IT)SHAPED, RCP CULVERT - 40 LF THE STORM SEWER SHALL BE REPLACED, AND COMPACTED PRIOR TO PAVING, Jr , l 0 1 I3EL0W) THIS WORK SHALL BE INCIDENTAL WORK, COWETE 22 LF 1 o o RbOVE CURB I1I SAW CUT CdNCRETE CURB - Qr j 11 REMOVE BIT, STREET - 161y � t 1 �/ 1co LO co 00 30 0 30 40 WEST DITCH SCALE ,n FEET ........ ..........., ............ ..........., .............ti............. ..........., ; .............ti..,.......... , , ., , ................,,.. ; ..........., ,.,,,.,....,., ................ ......... 95O: „, .... ............ .................... ` .,...,.,.,,, ............ ' ..,..954 940.5 ............. j�,,,,.,.. ; ,...,,,..... ; .....,,..,:.:.........,.. ; ..,,,.,,,... ; ,.....,,..,.,,.,,,,,.,.,.,. ; ,,...,,.,,...:...,..,,.,.. :............ ; .,.,,,,..,,: ; ...,ti.,.,,...,,.,...,.,.,....,. ; .....94 , `,. . . . . . . . . . . . /.....1 ` ,..,.,,,.,., .. : ............ : ..........„ , .............ti............. ...,,.....,s....,.,....., i.. X44.5 ........ ..... ......... ... : ........,„ ; .... ; .• ,.I�r��,.,..,.,...... EX1SrIND' DITCH'PRUFIEF„...........,.:...,,,,:.... ; .........., ` ............ , ,., ,..,...,..5,,.,..,.,,.,.,,..,.,, , .:........................... ; ..,,,94. $4,REMOVE 10” PVC PIPE i0 LF.,,.. . ...... : ............ : .:.......... �..' ....... ' ,. , x ; .,........., :.,,,.,...... PLUG ENO QAy , 1I'�!l" ``i �, .5 ..............5. .944.. ..........i . ,,.i„ ........ ........ ��......... • ��.. ... y�.,.,.,.,.,.�.5....,��.��... ,.� ti.��..� i,.i ,� ti � ,.� wi, ";,•'�'�:.+r. "',,..R• .... �.4'.L',ti .',. ,r'r'J��• ' , �... ,.�� EXISTING 10" PVC STORK SEWER Y. ........... ..,..,..,.., ............. ............ • .... ..... • ......,,,.. ..........., PLUG END too by r~ ' REMOVE 10" PVC PIPE 213 LF „ , ,,...,,,..., ,,,,......,. ...,,,...,., . ' .,...$35.. . I} ........... . ....... ......... ��. ,,. i.,..�,.� ��. .,... i. tip,...... ii, r �...�....... , �..��.�... �.�5............. .., ��...��. �.�......... ........, .. �...... �.. �. �..��.. ., .S. .tip S. ABANDON, IN PLACE - 215 LF . ,............... 5......,..., . • ...,.........,. .934 .. ' y7 \i4J....... ......, . „ „ e,e �..�.. ...�.�....... ...... ...�.�.ti..��..�... �.. .. �i,., ��i.�..�.. .....��. �.i .,��..,...i a ...,... ,,,....... �. �.. �....��.. �.�... ..... ��.. , Z UT 443 > . $2 ` XX m QRWQ , .............L... .. .. ti.. 5............. ... ..... ............................ S. .... ...... ti...., y...........,.,,,..,,.,,.,..„ ti..., ti... .. ...... 5.......... 0 �' 0' �1 fir}' 4� Y} Or h, q'fr �L �.di• �*.� '' 4 d ". MYI) W.� to h ani ~'Q 01 It 6 OtW at at W 7+;0 01 :af M 01 m GF'g 0 a1 aF m g o► of a+ 0! 01 A PI W os m.g 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 400 650 7+00 7+50 8+00 8+50 DATE REVISION I hereby aed€iy that this plan, 3picifl;o0n, or sport was so r SHEET -� prepared by me or under my dl cl s orris€on and that I BML Hakansan Anderson CITY OF REMOVAL PLAN 3 am o duly licensed Protesstop gt esr under the laws 1151 DITCH n of the Sta nn ea CIYII Engineers and Land Surveyors 11 J I D lr aF N "RIJEW 3601 Thurston Ave", Anoka, Minnesota 55303 NEEDI�AM DRAINAGE IMPROVEMENTS 763-427•-5860 FAX 763�a27�0520 14 ! Dafa 5 $ 201 pti L1c, Na, :28 52www.haltanson-anderson,aom 141P4NR6 TOt � CITY OF OTSEGO, MINNESOTA SHEETS OT435 Y•TI �f.4 I 4 ' O f ! -` 940.86 — EXISTING OVERHEAD POWER `� V { 1 EXISTING FENCE Q Q f 941,05 0/ X 000,0 PROPOSED SPOT ELEVATIONS Q (D f 1 ---860-- EXISTING CONTOUR Io • X941 7 co941.2 0 EXISTING MEDIAN DRAIN/YARD INLET rte"-'^�'` �� X X D EXISTING FLARED END SECTION 00 tq REMOVEEXISTING/i5" f� $ � � �. � � 941.41 � � f941A -�--�;; EXISTING STORM SEWER REMOVE BIT, DRIVEWAY 17 SY co CMP Cl LVERT I27 LF �� f3 X4 0 DRAIN/YARD INLET REMOVAL / N o- 9,4 fr �� - >}-- STORM SEWER CULVERT REMOVE , � , � REMOVE EXISTING 15,1 � • � � � � cv X9I4i.36 � ,D�y ,.,,,,�,:.;. , ' kVAG AND REINSTALL LANDSCAPIkO0 1,1 ��P CUtV kl� - 27 LF A V l CO f V)X ' BITUMINOUS PAVEMENT REMOVAL REMOVE EXISTING 1 s y / CULVERT 17 LF ` _' 00 R39 2 �f / SAW CUT BIT/ �- 44 LF 144 & 40.40 940,25 - - - - Y 938.9 g3g� 5 '93868> SAW CUT BIT, 36 LF 91 f r CONCRETE CURB REMOVAL y 939 O� P1+,a15 ` - I Rt r943. 9 i CVP1 /I -g4# - RCPF18 ` 1 I f 9 ,07 _ RCP1 T A / ~' L a}f1d ® SALVAGE CLASS 5 AGGREGATE Q _ -- 7. u a� ----050,Rq� TOM ' �-11 � '�r '°' 0 � _ _ � � � . SILT FENCE SEE1 I$ G , 6- / FIBER BLAfET SEE .- _ - - y . 43,82 U 92 } G w/SAW CUT BIT. - 25 LF REMOVE BIT, DR14AY SAW CUT BIT, - 31 LF REMOVE BIT. DRIVEWAY - 20 SY REOVE BITr DRIVEWAY -14 SY � 9 2 15 SY ',r: �' 939,74 I� � � 4 4 ,b�, 942.76- Iy 11+soo+a_'aryw 940,51,4+50 0 s+aa _ as ifaa 940,17 e ~PC14rr� - ��,r_ 9.94 940,01 ,! , X 1 , --- -945--- _- - 939.24 P15 INV CMP15 TO 939.9 � � �� ` I ( R4C3P12RCP '� I � RGP12 INV f RCPF18 G!P 12 J J } 943.63 I 94022 1 RCPT GP d THE CLASS 5 SALVAGED DURING REMOVAL OF I I THE STORM SEWER SHALL BE REPLACED, 0 I 1 l I I SHAPED, AND COMPACTED PRIOR TO PAVING. ff Q SEE SHEET 5 OR EAST DITCH REMOVALS �1 1 a ALL WORK SHALL BE INCIDENTAL WORK, X. X ,�' 94020 I I� �1 I� SALVAGE AND REINSTALLING LANDSCAPING / r \ p Q� 7 I co I TIMBERS SHALL BE INCIDENTAL WORK, � I � 940.00 � 1 X940.19 I I 00 f I co L;7 f I 1942,41 1 1 n �. 1f co co � t ¢� 0 3G G 3G co EAST DITCH SPAE IN FEET ........ . .............. ............, .......... , ,..��,.,.� , ............, ............. I...................................... ......... .`............... y...... ........ ,.............. ,.............. , , i 9 4.i........ , . , ............ . .... ...... . ... .. , ............ • ........... , .......... ............ ............ ....... ' ............ ' ............ ' .....9 S'�., ..... t .............. ........ .,. , .,...........y...............,.....,....,..,.....,.....5..............,............. ...,.,.,.....z..,.,,....,.. ..,..,,.,....s,,,..,.,..... ..,.,.,......i,.,.,.,...,.. ......... ., ..,,,949„ X46;..............;....,.,.,.... , ..,.,.....,. ; ...,,.,,,... ..,..,...,,..;....,,.,.,....s.,,,.,..,,,,„;..............,.,,.......... 94 .ti ............. : ............ ..........., ............ ' ............ ............ ............ .......... ., , ....... ��:..,,.,..,,... 944, t�4f. .... ..........., ............ ..5........... .. ........... ,.,,...,, ,+,,, ...r1��'�; .,.,...,.,...5.......,.,... ..$44., 94 .. ............ : ............ : .....: titih~�'�, .� ;,...,..., �,��......_.�. �1-:4....... ..,,....,,,r .... ; r...�w ',.,,,..... „ . „ . ; .,. ,.., ,. ; ,,,.,....... ; ,,.,.,..........,...,.,.,.,..,,,.,,......944,. 9 .. ......................... . ................................ ...,.,...... ............ ............ ............ ..........., ............ ............,,,,,....,.,,..,..,.....,......,...,,.,,....,........ ...... .. „ , .,........,.,5.,,...939., .........,,. ............ ............................... ..........., ............................ ................................... ..... .......... ' ....,939,. d,934 ;..,.,.,,,.... ;................... . .......,.,...,....... ; ,.......,... ; ,..,......., ; ...,...., „ • ., .. ti....,.,..,.,. 934., $32 ............ .......... .......,.,.. ' ........,.., ' ..,.......,, ' ,,.,..,,.,.. ' ,..,,,..,.,. , .,.,,...,... , ,,.,..,.,.,. , ,,.......... ' ...,.,...... ' ..,.....,,.. ; ..,,,.....,, �,. .�. .y. .�. .L. .y. .1. .L. •,� .�. y. .�. �, .•..t.i.��.�.�..�.. y... �.�... �.. �.,........................... .. . ...... ....... ,.... e . ... , ..... . .. , .......e. r.. y...,....,.. .. • .. ......,. ., .,, ..... ..,.. tip..., .,.... ......... ..........,..5.......... .,.,s,.,.,.........,.............. �.. �........ �. i�.,i.��. ❑ h l�'6 h tr ��y i. M �i rid pmtr� ❑r A.N r 4 ❑ p�. Ifi 4, ? ”' D' i0 Ca: yh� Ea to k1' a m O,p Q4+50 5+00 5+50 6+00 6150 7400 740 840 840 9+00 940 10+00 10+50 1400 11+50 12+00 b DATE REVISION I hereby arlify triol Ihis pion, spselfle Ian, or reparl wos Map. x prepared 5y me or under my dl s errislan and that I BML Hakanson ACI�E�Sa1� CITY op REMOVAL TPLAN om a duly Ilea Professlon g! eer under fhe laws "°"' EAST DITCH "3 of fhe Stol n sIrr Civil Engineers and Land Surveyors BML 3601 Thurslon Ave,, Anoka, Mlnnesola 55303 NEEDHAM DRAINAGE IMPROVEMENTS 753-'427-5860 FAX 763-427-0520 Date 5 8 2013RO� L1c a 26052 [37RJW www.hokonson-andersomom HINN05ATA 9 CITY OF OTSEGO, MINNESOTA x ,Nr im I � 0 a co 4 f A JRENCH1lBOX SHALL �1� USED 1N ] 1S AR6 TO 00AVOID IMPACTING THE,NCE AND THE ROA6. oO 1) 1 / �LSO, BRiAK THE ANTS (APPROK/ 3) OF iTHE f ` � � � ` 00 /FIRST 7/PIPE OUTS OF THE MANHOLE, FOR DETAILS t / I ` f WHEN CONNECTING TO EXISTING/MAN I(SEE 1 /--� i I kVAGI AND REINSTALL LANDSCAPING_ BITUMINOUS DRIV AY PATCH 26 SY I E� 13 ' 2+00 -x�FS iTVfl ""'".� �Y"'Y� � �� j]�f V.. �� 1� , YV' i r�� / V7�4 f y. - f •I �41"iRN"�.'�r '.-��-- �..�� .""�� f 1 � f � Y - - � r 6 -.1 _ v. ~ � ,: � , � I � � J .� ti � z' '.' _ ,� � .a� �_'� . 1 � -- � • .— w—FES-1 ��940frg Al_��dt~�_��fY�\��._�._• ES�11 -- � �fEF 4 'FE ;t5-- _------- - -- � NEW CONC ETE � , � - - - -, � ,; CURB -` 2 LF ,$ , z f ' _ f f04 -FES +SOS `FES 3 3+0 -494Y -3+5Q- r'� - r4+Q� { -d+50 ~ J _ 5+00 . �5+5Q -- s+OQ; FSS, : �8+51 _FES B�, 00 a _ � �a� F 9 ^ ^ �� _ -5 � G1 MH 2`~J FSS 5 - - 4 - FES I PROTECT TREE I ADD GLASS 5 TO GRAVEL � �� PROTECT EXISTING I 1 DRIVEWAY - 2,0Y , I 4 BITI�MINOUS BIKE FENCE c I� 1 11 II f f z BITUMINOUS DRIVEWA PATCH - 24 !SY BITUMINOUS STREET PATCH - 30 Sy 2 PA1jCH - -26 SY f p, I l a I f lea BItUMINOUS\STREET /� If I I� jT r/ \ 1f BATCH - 16 SY 3/ r W x I I � � � � I I �� a � roY }I 1 I �l it 1 to 1 I w co THE CLASS 5 SALVAGED DUNG REMOVAL F ' " 0 w f • f - - THE STORM SEWER SHALL BE REPLACED, 1 o SHAPED, AND COMPACTED PRIOR TO PAVING ALL WORK SHALL BE INCIDENTAL WORK, WEST DITCH fA SALVAGE AND REINSTALLING LANDSCAPING TIMBERS SHALL BE INCIDENTAL WORK, r LENGTHS, 00 PYA ............ • ......... ... , �.. ...��...., ;. „ ..... N�,. �,.. . „ ........... 5.. ... �,.�.....ti. .... ........ ..,....i �..� .r....... .., , ..,. ...,.,,. , .......•.•,. , ��. .......... ........ ... .......... ..., ...�.,.��. .. ..,..... .. .. i�... ..... , ,... ..... 0 Q ........... .,.,,,,..,., ,,,,,.,..,,. w II .....11: ll. . .�. r N ....... ............ ............ ...,,...., .,......,.. , ,,.,,.,.,,,. .,,,.,..,,,, .............5....... ;...,,.,...,,. ....,,.......,,.....950 Ln $. x..... Y ...rII II II II ....,. 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' ........1 „ , ..... `f ' .. j •.�+ Ayg7j� • L . . . ,.i , ti. ti!' .5. .1.. 1•fV,� �w.r�r 59LF 12'� HDPE 52LF 12" HDPE a' iiDPE 0 0.1496 ; .. �„ 15" HDPE, 0.13% 0.1139 , 4r139� :. , .. , .. ; „ , , . , , :31.%..... 9 03196.. 4Q RR . t. t• �. , .YY. to +� h ..,. ......,..... ... .... ,.. .....,.,.,., a W ~ r: ........... N 'ri'� ..... ; ......w. ........ ,;.....,..�..,, ,l�u�...... 5. ...........I ............. : . ' ....,8 .. ZZ_ U) 0) a M� Z M 0� �0II�I `n +II o �z II ; r Nva` : �.�..li. Z,,.17W ; ; �0',ti"'a +'It'll',....................................9„ >>Z : : �z 4 >u N 4y 0 co Ili; �� h 2 rh 4v .,.,.,,,.,., ar?=-- ,.., ' ....,.,..,., ' ...,....,... ' .,,U.x. ;1- aZ .,.......,.. • ...,....``., x .....,,.,,.. ' .,.. „ >• IZ lEa�'y"y' w 1A 4 2 I} .S. Sxx, .'} .'. .S. 5` ..W. �� .. .. A.�;......� . -:J 4,_f!� �.. ��..............s....................................T�.. / 1. E LZI V1 UZ �M?Z P�1 �................. .. 5............., ti,,.,., i., ..�� • ,.,. �.,..��.',.��,.....,..5..............y.............. y.............. y. ., ..�.,, .. , ............ ............, 5.....,.,..... �.,�, .., .,� ' ,..........., �.............. 5. .... . �..... ti.. ... ��.�,��.. 1. N'It A N CYN h 'M1 O A.01 r� r pin ;N M r:Od o. Y 1r 01 0 �Jo r.r r.pMpl p Iti �,01 0 00 1A Obi' Obi pr; ps di. g 4�i 0. � 0 C�i;� 4r dr;� 0� 4�i;� � 0'�1 � tlr v � A O�r;g vF � � x A;m Oti ;' 1+OQ 1+50 2 00 2+50 3+00 3f50 4+Do 4+50 54 5i 50 sa OO 6+a0 7 00 7+5D Boo Bfi50 a DATE REVISION I hereby cerlify that this Plan, spetlflc n, or report was ppp�yF SHEET i prepared by me or under my cl s ervlslon and lhal I BML HakO11SOri Anderson GIYV 4P STORE! SEWER AND DRAINAGE PIAL am a duly Lit ed Pfafesslo nql ter under the laws i WEST DITCH 7 of the Sl 1 of lnn P. Civil Engineers and Land SuNe ors WEST lu �Ap 3601 Thurston Ave., Anoka, Minnosola 55303 al dpi .0 0.0. 763-427-5860 FAX 763-427-0520 � �F NEEDHAM DRAINAGE IMPROVEMENTS 10 x pafe 511 201 L1c, No. 26052 RJW www,hakanson-andarson.com INMOTA CITY OF OTSEGO, MINNESOTA SHEETS Affw r J {O G ` l — u EXISTING OYERREAD POWER EXISTINO FENCE 0 y. X 000.0 PROPOSED SPOT ELEVATIONS tTD CO EXIST NO CONTOUR 0 EXISTING MEDM DUNE YARD INLET � f O H D EXISTINO FLARED END SECTION DO BI NIMOUS DRIVEWAY PATCH -' 17 SY fo f v ti Y `> 11 0 in " 2 � r w "- EXISTING STORu SEWER r I !� I o ` r I O NEW STORE- SEWER STRUCTURE INLET f 1 I 13lrUMINOUs D,pEWAY PATCH - 2D Y/i L `.f ,' " »—»- NEW STORM SEWER/CULVERT 6 2 5 LVAD BITUMINOUS DRIVEWAY 1 � AND REINSTALL NDSC�PING�- - r � �- a I ,� _tip � � f no r v � � � � 11 , A� CO"�°`"'° I tiM•.„r.J NEW Blrui`ilNDus PAVEMENT PATCH PATCH - 15 SY - r f 44 r . f BITUM 1 I NOUS DR(VEWAY PATCH' - 24 SY f y _ NEW CONCRETE CURB -� _ _ - .� r _ � r� E 13 1 _ -\41+'�Fai - -u�; � ,1 51U -w ---s � SALVADE CLk$$ 5 AGGREOATE Q r Imo, u-ar�--�u�,.... _$ ;'� � SILT FENCE SEE m f£S�1-145r �� .FfS.`7��4��` _ --� .�_- -Y -��=� �FES`161^�_ _� _„,,,,, ` l _ £S - 1 ` ! �r4 -1 f \£Ei 4 F£ - - - - - - - �l Psi _ , ..� 1.7 - „r.,,,, FIBER RI ANXET SEE p W L -4+5D- .s+Db J ;a Ft s FE5 B a } p y_8 _ m_ �$ +�o-. - J g €d o ~10+ 4_ f - i 1+.0_ Lt — EES 5 - _ _ ��.� J .— -, ME' ADD\CLASS 5 TO GRAVEL 1 � THE CLASS 5 SALVAGED DURING REMOVAL OF THE STORM SEWER SHALL BE REPLACED, I DRIVEWAY--2-CY- __ I d 1 I I j SHAPED, AND COMPACTED PRIOR TO PAYING. rf ADD CLASS 5 TO GRAVEL d I I V) 1 I ALL WORK SHALL BE INCIDENTAL WORK, { f � DRIVE AY - 2 CY I ^ �.� p 03� I � �.. __ a ® SALVAGE AND REINSTALLING LANDSCAPING W �l rl TIMBERS SHALL BE INCIDENTAL WORK, a l.o w I ALL PIPE LENGTHS INCLUDE FES LENGTHS, I o I ° 0a - V' I 1 co LO as m + I F 1 30 0 30 64 EAST DITCH scai.E W FEET .............. :...............,.„.,.,,..................................... ;..,,,,,,.,,,,,;.,...,,,,.,.,..,....,,,..,..,.,..................,.:........,.., ............ .......,.... ..........., ...........,.................... .............,,,..., Q............... . ............ . .............;...,..........r............. ......:,,...,..,...,,,..,..,,,...,.;,.,.....,,....f......................................,,,.., : .....,, N ,...,. �'�. ; ............ ; ............ ; ......,.,,.. .......... , + 0. } th pj M 4 rn 4 If # # . � ,,., ,.,,,,,,, � ; � ............ .�,., .,�.�..... �. ^ : .. �� ,.�.�.��.�� ....�,��., .��.��. ��.�.. } Z ............... • .... r QQ LL 94 ............ ........ 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' h h'U) 000 N M' 0 0Q 0 d It 0 +t' 0 0 +u h' .. . .. . ........ 5 . o M' m rA' Np�j edm hM K N q'tD �h r r M N OMO' ON nfN r;Q d°v'mno, J'� 100 0 IV,)' 00 10 00 m Mn aall ,oMMY)OP) oil c r � ;1 m m m : m m m m m m m rn ED 65b 5+40 5+50 6 '00 6+54 7+40 7+50 8+Q0 WO 9+00 940 1pfa4 10+54 11+00 11+54 DATEREVISION I hereby codify ihoi chis plan, speclllcoi n, or report was gF 7u preporedby me or vnder my dl ed su ervision and ihol I BML Hq�(� SOn Ari Brsp CITY Ol- STORM SEWER AND DRAINAGE PIAN S EEr am a du Llcs a Profession n I at under the laws �� DITCH of the Sia eft une,o piny Civll Engfnears and Land Surveyors JAP 3601 Thurston Ave., Anoka, Minnesota $5303 NEEDHAM DRAINAGE IMPROVEMENTS OF ° 763-427-5860 FAX 763-427-05240 10 Date 5 8 201 Lfc. No. 26052 Iw JW www. hakanson -andersorimm IC NESbiA CITY OF OTSEGO, MINNESOTA sHEET5 Y I # f ISEE SHEET 6 U, pJ,�1�8 �I n 8415-30 \ Q�� I , } I J 1}I F ltil —_ • I f a —\ r' %'�" 8416-30 I►� ! 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'....,........;..............;,...........,.,.....,.,...,. ; ,.,..,...,.. ,................. ,. i.................... s,.... ,,..... . ,.,..........s,.,....... .... y ............. .. .. ... .. .. .. y... .. ..... .... y. .. .,..., . ....,....... ............ ..........,.. ;............. ...... .. ......,............. y... .. . .,.. .y.. .......... ............. y. ....,.,.,... ,..,.... ,.... .. y.... .......... y... ... . . , ......... a m'" N, to a M N •a N r.0 y1 N "' sd rh p sin N {�. ca r p pp pp qq qq pp p `# N1 N h 01 �{ N .pp d erg gip? @ #'6 C a1 m of W a7 W oy m MA a mA 0 0' �-0 � a1 � m:� � � �.� 0 � aY 0 all m A U }� 40+00 40+50 41+00 41+50 42+00 42+50 43+00 30+00 30+44 20+04 20+50 21+00 21+50 22+00 DATE REVISION I I,et$6y cerfily thal thle plan, ep$siflc an, or report was � I CITY F STORK SEWED AND DRAINAGE PLAN s�rEr prepared by me or under my direct s ivtsion and Thai I HaWso„ Anderson ya am a daffy useneed Fro{assian gi $er under the laws BML "'" I I I I I I GI Y �' ., 116E YARD SWALESC CULVERT CROSSING ;g of the Sia Inn$ o , CIYII Engineers and Land Surve ors0t ro a JAP 3601 Thurston Ave., Anoka, Minnesota 55303 v ° '" or 09, NEEDHAM DRAINAGE IMPROVEMENTS i I rr 763-427-5860 FAX 763'-4270520 MINNESOTA 10 M1g Dafe 5 8 20t L1c, Na. 26052 RJw www,hokonson—anderson.com I�� 6T CITY OF OTSEGO, sH trs I ME