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ITEM 5.1 Kadler Ave
OtSezo MINNESOTA V DEPARTMENT INFORMATION Request for City Council Action ORIGINATING DEPARTMENT REQUESTOR: MEETING DATE: Public Works City Engineer Wagner September 25, 2017 PRESENTER(s) REVIEWED BY: ITEM #: City Engineer Wagner 5.1 AGENDA ITEM DETAILS RECOMMENDATION: Staff recommends council authorize staff to obtain quotes for street repairs to approximately 825 feet of Kadler Avenue. ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED? No No BACKGROUND/JUSTIFICATION: The work has progressed along Kadler Avenue Watermain Extension project with all of the directionally drilling completed. During the directional drilling crossing under the Kadler Avenue cracks and settlements started appearing in the road surface. These cracks and settlements have been monitored since they appeared and have not worsened in many weeks. We believe all of the road subgrade movement is finished. The proposed repairs will include full depth reclamation (-8" deep) of the bituminous and aggregate base and repaving with 3.5" of new bituminous over the entire width of the road for approximately 825 feet. The estimated construction cost for these repairs is $45,800.00. The construction contract amount for the Kadler Avenue Watermain Extension is $1,015,234.50. To date engineering expenditures amount to $62,500. The project cost for the well and pumphouse upgrades are not anticipated to exceed $250,000. The CIP had a project cost of $1,525,000 for the entire project. The anticipated total project cost with the street repairs will likely remain under the CIP budget. SUPPORTING DOCUMENTS ATTACHED: • Engineers Estimate • Kadler Avenue Street Repair Plan POSSIBLE MOTION PLEASE WORD MOTION AS YOU WOULD LIKE IT TO APPEAR IN THE MINUTES: Motion to authorize staff to obtain quotes for street repairs to approximately 825 feet of Kadler Avenue. BUDGET INFORMATION FUNDING: BUDGETED: Water Utility Operating Fund 601-49400-530 Yes v u 0 a a LU § §z w o LU zU) 02 H 2i§\ LU co LLJ 0 < LLJ � d � _ _ =or00000000 a o» LO ID 000== MEE\\\\/r--N0 §�oammacgrrr /)/e\ee#�\ee && _X LU/ /» \\�\CC) \@\NNcc) co CO u» Q /\000=oo\oo CD a6>9eeCD°-=r _CD oam/&22266 \%a__I__\ae k®K\}�00 D= g¥¥= 0 / gr t re \ k\\ - c aCL //� } A \5$G ' )/ \� J c o u o m $'\ 22G� o x=1 §$t).ER EE UD) \%§ @% 9f,$ƒz 2/ 2}J= ©-e@ r w y» 5 £ 10a -a— CD U) U) .=o'CO E,m£oo• %\%e/ ef® �m�/=eeew4• )0/3\/3RGRR proororeor• d�¥a&&666&&, omo= =o Cl) Nrrn reee==, Lr) < mN NN(NNaaem; /)©ar�rew=c/. 2 § � 2 LO k J cn 0 u v LU 0 ± 0 § § § } 0 w f MILL BITUMINOUS SURFACE (1.5") �. /__�ATTN: BURIED GAS 15 LF SAW CUT BITUMINOUS (FULL DEPTH) / S i / I `— zrt FvFi-- X6(34 t�—rYri rY7'1_ Y. — H"_____—_-----F-`CM \ ATiN: OVERHEAD POWER 1. TRAFFIC CONTROL SHALL BE INPLACE PRIOR TO START OF CONSTRUCTION 2. FULL DEPTH RECLAIM (8" DEEP) 3. 2" THICK NON—WEAR COURSE (SPNW8230C) 4. 1 }" THICK WEAR COURSE (SPWEA240C) 5. MILL 18 WIDE X 1 }" DEEP FOR WIDTH OF ROAD PRIOR TO PLACING WEAR COURSE TO STAGER VERTICAL JOINT 6. TACK ALL EXISTING EDGES OF BITUMINOUS AND BETWEEN BITUMINOUS LIFTS 7. PAVEMENT STRIPING SHALL BE COMPLETED (DOUBLE YELLOW CENTERLINE AND BOTH FOG LINES) PRIOR TO OPENING ROAD TO TRAFFIC. 27 SY MILL BITUMINOUS SURFACE (1.5") — (10'x25') PATCH WITH 1.5" THICK BITUMINOUS WEAR COURSE 4.2 SY MILL BITUMINOUS SURFACE (1.5") --� 25 LF SAW CUT BITUMINOUS (FULL DEPTH) _ _ _ _ _ __ — — — — — — — ----- >----___ —a ____-- — —6-Z l SAW CUT \ULL DEPTH 40 0 40 80 SCALE IN Ff. . . FILL .....................:.......................................:............................ .................................................. ............ III! :III PEAT NO:BORING PITS:FROM 63+00 TO 77+30 :aa .N CD °a -N N�N _ n . Ln O af M n � Co 9: C! W n m.O MCo 1! co � O.K, m,,Y,Y'u]'i'C( N� M In N � N ,� � on: O1 N N C4 N m.C4 N c. CNI M M CD an :OI .O) ,O) Im O) Q) T 01 O) 01 O) : 01 ..:............................ .......... .:......... :......... :................... .......... .......... .................... ...................................................................................................................... Fa 67 68 69 70 71 72 73 74 75 76 77 DATE REVISION REVISE El I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I o duly Licensed Professional Engineer ender the Iowa of the state of Mlnne a 0c m gf, BML _ Hokanson Anderson Engineers yors I f� Civil Ave. and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakenson—anderson.com CITY OF e 0J MINNifOTA STREET RECLAIM REPAIRS KADLER AVENUE WATERMAIN EXTENSION CITY OF OTSEGO, MINNESOTA SHEET 1 of 1 SHEETS 9/20/17 REVESHM oLtnlar; BML RON J. AGNER, P.E. Date 5/3/17 LIc. No. 26052 °m�° RJW OT531