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ITEM 6.4 Kadler Drainage) F 0 ot MINNESOTA Request for City Council Action DEPARTMENT INFORMATION :._.. �..-.:_.-...-._.._..._..,. _...... --...._...-..._-...__...,..-_.._...--.-.._.....-... -.... ... _...-.----...-...._....__._..........................._.....:.--..v.-...,...._.n.....,.....:...,._._._-.......-..__.-....._.,..._ v.-.. _.-.._..-n.-..,..- ....._._..._.-......_......_............--..,...n...-.._........-.v....-..-........ of II }A'1 I DEI N RAE ': REo E ro IIttf DATE: Public Works Ron Wagner, ner, City Engineer May 13th 2013 PRESENTER(s): REVIEWED BY. ITEM #. 6.4 Ron Wagner,, City Engineer Lori Johnson, CityAdministrator RECOMMENDATION: Staff recommends Approval of Pians and Specifications fort e Kadler Avenue Storm Water Improvement Project and Authorizing Request forQuotes. ARE YOU SEEKIN PPROVAL oP A CONTRACT l PUBLIC HAI IIS f E�UIt ED No No BACKG ROU DIJU TIFICATION: As per council direction, we have assembled plans and specs and an engineer's. estimate of cost of the Nadler Avenue Storm Water Improvement Project. The project is located between CSAH 39 and 101't St along Sadler Avenue. The project is included in the 2013 CIP. The project replaces a deteriorated culvert under I adlerAvenue, a deteriorated manhole and installs a storm grater lire in an erosion prone d itch. SUPPORTING DOCUMENTS: ATTACHED : NONE List: Plans and Specifications for the KadlerAvenue Storm Serer Improvement ent Project Motion: Notion to Approve Plays and Specifications for the Nadler Avenue Stora Serer Improvement ent Project and Authorizing Request for Quotes. BUDGET INFORMATION jgll�!! 1 1 ... .. ....... ...... . .............. ... ... ... ... I ......... ... .... .... ...... . ... UNDIN G: BUDGETED: X YES 20 Storm Water — Out of District o NO NCTION TAKEN ........ . .......... . . ......... . ........... - . .... .. . .. i APPROVED AS REQUESTED n DENIED iiTABLED © OTHER (List changes) DMMENTS* Engineer's Estimate Kadl r* Avenue Improvements ents City of Otsego Project#13-06 Item No. Description [.grit Total Estimated u n Unit Pri o Total Estimated Cost 1 MOBILIZATION LUMP SUM 1 $900,00 $900 2 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 88 $3.00 $264 3 REMOVE BITUMINOUS US PAVEMENT SCS YD 118 $6,00 $708 REMOVE BITUMINOUS CURB LIN FT 29 $3,00 $87 REMOVE MANHOLE OR CATCH BASIN EACH 1 $260.00 $250 6 REMOVE { RAI TILE LIN FT 4 X6,00 20 REMOVE 18" RC PIPE APRON! EACH 1 $100.00 $100 8 REMOVE 18TI RC PIPE LIN FT 137 $12.00 $1,644 REMOVE 15" PLASTIC PIPE CULVERT LIN FT 1 $8.00 80 10 REMOVE 24`$ CMP CULVERT LIN FT 10 $15.00 $160 11 REMOVE VE 24"" METAL APRON EACH 1 $100.00 $100 2 SALVAGE CASTING EACH 1 $50.00 60 13 COMMON BORROW EV} (P) CUYD 120 $10.00 $1,200 14 SALVAGE TOPSOIL (EV) (P) CUYD 104 $20.00 $2,080 18 AGGREGATE BASE CLASS 6 TON 19 $60.00 $1,140 18 MILL BITUMINOUS PAVEMENT SQYD 12 $26.00 $300 17 BITUMINOUS MATERIAL FOR TACK COAT GALLONS 3 $3.00 18 TYPE LV3 NON -WEARING COURSE MIXTURE S TON 5 $70.00 $360 19 I X 2L- 20 CONSTRUCT BITUMINOUS US CURB LIN FT 29 $7.00 $203 21 1NSTALL CONCRETE SURGE BASIN EACH 1 $1,600 00 $1,600 22 F 118#' RC PIPE SEWER DESIGN 3006 CL III LIN FT 396 $36.00 $13,650 23 1NST LL. 24" RC PIPE SENDER DESIGN 3008 CL I II LIN FT 62 $40.00 $2,080 24 INSTALL 24" CONCRETE APRON EACH 1 $250.00 $250 28 INSTALL SALVAGED CASTING EACH 1 $60.00 0 26 INSTALL NEW CASTING EACH 1 $600.00 $600 27 F I CATCH BASIN EACH 2 $1,600.00 $3,000 28 INSTALL RANDOM M RiPI AP CLASS 2 CU YD 4 $60.00 $240 29 TRAFFIC CONTROL LUMP SUM 1 $600.00 $600 30 SILT FENCE, TYPE MACHINE SLICED LIN FT 36 $4,00 $140 31 SEED MIXTURE 276 POUND 22 $6000 $1,100 32 MULCH MATERIAL TYPE I TON 1 $125.00 $125 MFERTILIZER TYPE 1 POUND 76 $1.60 $113 TOTAL ESTIMATED COST $33,208 K:\cad—engTROJE T W U N 10 1PAL\ T4WE XC EL\OT4 36 ES TI MATED Q UANTIT1ES. A L O T 3 Hakanson Anderson KADLER AVENUE CONSTRUCTION PLANS FOR STORM SEWER IMPROVEMENTS CITY OF OTSEGO PROJECT #13-06 N.E. 101st STREET THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." SEE SPECIFICATIONS. 11t It t vA v I v&..vv WRIGHT COUNTY, MINNESOTA 250 2*60 5a0 SCAI-E IN FEET otCITY oF so MINNESOTfAg GOVERNING SPECIFICATIONS THE 2045 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL APPLY. ALL FEDERAL, STATE AND LOCAL LAWS, REGULATIONS, AND ORDINANCES SHALL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. WORK SHALL CONFORM TO THE STANDARD UTILITY SPECIFICATIONS AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA, 1999 REVISION. ALL REOUIREMENTS OF THE PROJECT MANUAL FOR KADLER AVENUE STORM SLYER IMPROVEMENTS DATED 5/13/13 (CITY PROJECT #13---06). SHEET INDEX THIS PLAN CONTAINS 4 SHEETS SHEET NQ DESCRIPTION I TITLE SHEET 2 ESTIMATED QUANTITIES AND DETAILS 3 REMOVAL AND EROSION CONTROL PLAN 4 STORM SEWER CONSTRUCTION PLAN hereby certify that this plan, specification, or report was prepared by me or under my dIr t superv#sio�n and that I am a duly Licensed ProfessT coil EngT er u er the laws of the State of Minnesota. 26052 DATE 5/8/13 R 6 WA C"6 J. E W, P. LIC. NO. OTSEGO CI NGINEE I DATE I REVISION I SHEET 1 OF 4 SHEETS OT43B r REMOVE 62 SY BITUMINOUS PAYEM NT . �j SO a 01 A—Imm—al 11- - 10 11 �19' SAWCUT 26 LF BITUMINOUS PAVEMENT � REMOVE DRA[NTILE BACK TO BROKEN AREA APPROX. 4') AND REGRADr PAID AS "REMOVES DRAINTILE" SALVAGE CASTING REMOVE 29 LF INSTALL 15 LF I BITUMINOUS CURB REL40VE 55 SY SILT FENCE I BITUMINOUS FLUKE ^---------- •^-----.__ — - Ld z I.+.J z La I� 1 f� ,�� �is --sus-�� �� �� � 1+ ! _��__—-$�-�`-""—�.�^^� 917_--- ---� -Z 24— SAWCUT 42 -LF f I I I % >� ' BITUMINOUS _PAVIEMI�N� � � � � � � [ I [ 4 1 I I l ti SAWCUT 10 LP SA CUT i 0 LF BITUMINOUS PAVEMENT — ^,_._.—__..—,... — --- — — — — -- ---� ----- — -- BITUMINOUS PAVEMENT INSTALL 20 LF SILT I'IlhiCE i ------------------- I � I I i 1 I I I C3 I I I I I I � I I IQ3 I i I I � l IC POP - 0 3�0 60 Sal E IN FEET . I �Q -------- SAWCW --000— EMSTi?r'G COWOUR —000.0 PROPOSED CONTOU R . _ - - • - - - ' ' SILT FENCE SEE T EXISTING MEDIAN DRAIN/YARD INLET f EXISTING FLARED END SECTION 1 EXISTING STORM SEWER . . . . . . . . . . . + . , , . . . . + _ REMOVE DIR 14 YAfRD INLET p REMOVE FARED END SECTION -»�>— REMOVE STOR14 SEWER REMOVE BITIJI�NOUS PAYEVENT E REMCNE BfftJl�+[]t S CURB POP - 0 3�0 60 Sal E IN FEET . I REWOVE: EX. CB • - - . Civil Engineers and Land Surveyors 3601 7hursfon Ave., Anoka, MInneso#o 55303 763-- 427--5860 FAX 763-427--0520 lil www.hao-�-Tno.com . . , ' - - _ . _ - - • - - - ' ' • - - - RJ 940- 1 1NV(X im93' INV(W)=934.73 [N N = 93'4:04 . . . . . . . . . . . + . , , . . . . + _ . . . . . . . . . . . . - _ • _ _ - - - - - _ _ _ - y - - - - - - - _ _ _ _ _ . - - . . , + , + + . . = . _ . _ _ _ _ [NYt=93+4.53 . . . . I#�i1f{593[:55 . _ _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . , , . . . . . . . . . , , . , + . . . . . . . . . . . . . . . . . . . . . . . , , _ . . . . _ _ . . . . _ . . . . . . _ _ . 935. !4� � 3. • 3X CIt. FES . $ .. . ., ......................� .... ......._........._............................. ................................... ,.. _....................._._.93x.. SALVAGE IOLF- _ EXISTING DITCH PROFILE _ . 15" PCP 0.. . . . . . . . . . . . _ . . _ . . . . . . . . _ . . . . . . ... , . . . . . , , . . . . , , . . . . , . . + _ • SALVAGE ,32LF F 18" O�IP 0 0.49 . - • �. 1N =918.28 INV=915.72 . . . 917'... ___ _ , ........................ ._ _ . _., _ _... • ---,�_ _- �... SOLE 15"• RCP . , , , , , , . . _ . _ .920. . - SALVAGE i OLF . , . . ...�.__.---- • .� — � T • 24" CIDP @ 0.49: • INCL. 1 FES . 1 ..,.... ................_......:..............._..................._..... ... , ,. ............ ,.,.................._...... ......... ..._......................._ , . ............9t5.,. -905 .................................. ....... .+.++,,..+......,............_ .._.__-_--..._._._....__............._...__........---..._--___. ..................................... .,... ...++......,.,+,,.,,.....:.......-------_..._._.._..__...._.........._...._.._..--....-__-_-_---_. _ .. . .................---...-....91 _. • (- "T to r -F U') of %• �• �,, t• . - r civ• r Q• L-. , D y _ 0+00 01 . IM 1. 00 03 _ - �? t3? 2+00 3+00 � �7 . 4+00 . � C7 85+00 a) _ O� � • 6+00 7'+00 /'� 8'x-00 • 9. 00 DATE REVISION I #rer�b�r e�rtif iiia# thia plan spealf allo�i� or fepo gra* prvparad �y rr�s or under r�,y� dtrec supsrvisio� and that I QM a duty Licensed Prafesal ai glneer tender the laws 111m It RAW - -- ----•. - - - � � �i p�� �� � Anderson EA A#�[�J �II�[CONTROL SHEET 3 71 4 SHEETS OT436 Of the sla inn s Ep-aD Pole 548413 ' ; X8052 Civil Engineers and Land Surveyors 3601 7hursfon Ave., Anoka, MInneso#o 55303 763-- 427--5860 FAX 763-427--0520 lil www.hao-�-Tno.com KA€3LER AVENUE CITY OF GT EGG, MINNESOTA e lr: , Ap RJ 1 4 SHEETS OT436 CONSTRUCT 29 LF BITUMINOUS CURB + 9er ~MILL 6 SY TUMII OUS: PAVEMENT I -- --------.,..r.. —— -- •--•-----.__ — — — — — --__----_.-------- ._...._.....,.---.._.._...... -- � — — — — — — — — — — — — - -- ---_ 7c INSTALL. 63 SY BITUMINOUS PAVEMENT I I I k4l LL 6 SY I BITUMINOUS P"EMENT � • T � +00 ti _ N —��rs------------_.--- ---------}--� —------------_. — C3I � I I t � I -LEG EN DEN D --860— -- ExfsnNG MNTOUR •--• +4 PROPOSED MWOUR EXISTIF+NO MEDIAN DFWN YARD INLET #> EXIST1140 FLAREO END SECTION EXISTINO STORU SEWER INSTALL $ALIIAGLC? CASTING PROPOSED DRAM YARD INLET SEE 2 p PROPOSED FLARED END SECTION _w CO— PROPOSED STORM SEWER NEW BM3 940US PAVEVENT SEE 2 9'3.5 HELY WTIJFdINOUS CURB D 30 so SCALE IN FEET 041 .................................. ................... INSTALL $ALIIAGLC? CASTING EXI TING DITCH PROKJLE 9'3.5 .� _ _ .52LF. O`�RCp . . . + . + . . _ + • ............... ++ ; _ __ __ +. .: ....................,++................_. +++, 95 p - ,, 0()X; • PROPOSED DITCH PROFILE OF . `_ CRETFX PRECAST REINFORCED CONCRETE + - - . . + _ _ + . + N+ lam _ OR APPROVES} �?-44TIN EQUAL + . + _ SURGE BASIN OR APPROVED EQUAL. (FOR�AE# LJ Mf /DOT StA:Nb R� P1 ATE •5260 + + . . . . . . . . . . . . . . . . . . . ± . . . . . . . . . _ . . . . . . . _ . . . _ _ 930. . . CL + PLACE 4 G.Y. CLASS 2 RIPRAP ON BOTH • 0 4.()OX SIDES AND FRONT OF SURGE; BASIN. RIPRAP - FILTER SHALL. BE TYPE IV- GEOTEXTILE . . . . . . . . . . . + + + . + . . . . . . . . . . . . . . . . . . . + . + . . . . .- . • INCIDENTAL. . FABRIC,. 'FABRIC SHALL t BE' INCIDENTAL. . . . . . . . + + . + + • • + + . 925k . _ 140I.F '18 RCPCL 3[ 0 INV=916.28 ir-#INV=915.72 y • ` ' . _ . . . . . _ _ . . . . . . . . . . . . . . . + + . . . . . . . . . . . . . . . . . . . . . + . 9DLIF- -1a" RCP . 0 Ste.. . . . . . + + + . . . . . . . . . . . . . . . . . + . . . _ . . _ . . . . . . . _ . 92Q , _ {t w! ciCD C3 _ l,_tea1."".. + _ _ + +IFr11� + + . . . . . . . . . . . . . . . . . . . . . . + . . , , . . . . . . . . . . . _ . . . . . . . . . . . . . . 915 Y_ 905 . . . . . . . . . . . + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...........................:...... LL __ ........ ................ .................. ........._.......j.......__;.-•.,.....910,. }' Ui - ................................................. ....... - - .._................--•--....._..905 . • _ { vi of - PO . of • 04 _ �# vi _ ay cq , " cn � _ + , *� [r4 C4 04 O1 cN cn 7'++ 0) vi . 0) 4 - 0+00 1+00 2+00 3+09 4+00 / J 8+00 6+00 +00 8+00 9+00 r ", DATA REVISION plan, sPea�ffc f hereby aerTffy Toaf under repored by me or under my dfrsat am a d y Lfcenzed Professfa of the star nesof Ion. or report was s er+r$sloil cnd thct f CrIgT er under the Jaws p RJW - -� - -- !Y (� ri f+ '1 Anderson La 1 1 i � Civil Engineers and Land Surveyors r * �# SEWER CONSTRUCTION IY# T� f[ PLA SHEET 4 c' 5601 Thurston Ave., Anoka, Minnesota 55303 KADLER AVENUE �I- .SAP 763-••.427--5860 Lj ern : FAX 763-427-0520 CIT OF OT E O. MINNESOTA 4 Date 5 13 Liu. No. 26052 RJW ww.Eic�cx�Snc.corrr SHEETS OT456