06/08/2016 P&Z Packet - Laserfiche WebLink

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GENERAL NOTES 1) THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES. 2) CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. 3) INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS AND DETAIL PLATES. 4) THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER SERVICES TO EXISTING HOMES OR BUSINESSES. 5) STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT—OF—WAY. 6) NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CURB & BITUMINOUS NOTES 1) REMOVAL AND DISPOSAL OF EXISTING STREET MATERIALS AS REQUIRED FOR CONSTRUCTION IS CONSIDERED INCIDENTAL. 2) SAW —CUT EXISTING BITUMINOUS AND CONCRETE CURB TO PROVIDE BUTT —JOINT. 3) RESTORE DISTURBED STREET TO EXISTING OR BETTER SECTION. 4) BACKFILLING OF CURB IS INCIDENTAL TO CURB INSTALLATION. 5) CURB ENDS SHALL TERMINATE IN A THREE—FOOT BEAVER TAIL. WATER MAIN NOTES 1) EXISTING WATER MAIN LOCATION AND SIZE SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. 2) PROVIDE PIPE INSULATION WHERE SEWER (SANITARY OR STORM) CROSSES WITHIN 18" OF WATER MAIN. 3) PROPOSED WATER MAIN SHALL BE DIP CLASS 52. 4) TRACER WIRE WILL BE LAID WITH ALL PVC WATER MAINS, VALVE BOXES, AND HYDRANTS (IF APPLICABLE). 5) MAINTAIN MINIMUM 7.5—FT COVER TO TOP OF ALL WATER MAIN PIPE. 6) PLACE HYDRANTS 5—FT OFF BACK OF CURB. SANITARY SEWER NOTES 1) EXISTING SANITARY SEWER LOCATION, SIZE, AND ELEVATION SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. 2) PROPOSED SANITARY SEWER MAIN SHALL BE PVC SDR 35 AND SDR 26. STORM SEWER NOTES 1) FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING STORM SEWER AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. 2) WHEN CALLED OUT AS RCP, STORM SEWER SHALL BE REINFORCED CONCRETE PIPE (RCP) ANSI C76 WITH R-4 GASKETS. 3) STORM SEWER LENGTHS INCLUDE THE LAYING LENGTH OF THE FLARED —END SECTION. LAYING LENGTH OF APRON TO BE DEDUCTED FROM PAYMENT LENGTH OF PIPE. 4) STORM SEWER PIPES TO BE JOINED TO THE CATCH BASIN MANHOLES W/ APPROVED RESILIENT RUBBER JOINTS TO MAKE THEM GASTIGHT OR WATERTIGHT. CEMENT MORTAR JOINTS ARE PERMITTED ONLY FOR REPAIRS AND CONNECTIONS OF EXISTING LINES CONSTRUCTED WITH SUCH JOINTS. p(-)NIfl W\A/1 TYPICAL POND DETAIL --- ------------------------ z-- \m\ z- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - cOrhp OOi�OO uiN \T-------v - d�d Sl ooc p �� mm ' \ \ r,O vU n OZZ F- d> \ \ �N � V O Z Z Z - Ud» � �--- mOZ m ,sl » » ��— oro LLj � ® oz o0 0 >�� \ \\ Uoz o u000 moz L pd> I �� moz VQ —_— — _ — — — — — _ — — — — — — — — — — — — — —------- ----- --oa o-�—.. %z __-___ v--____ — --_ — _ ----_— _ --_— �__—_—_—_—_ --- a- --------------- _-- �=o� �_ _ — ��------ _—— — — ---- — _------- �� --� -------------------------------------------- —rT— --- — ---_-- --_--- _------- — -- —_ Know whats below. -- — —_--_ _—--------------------------------------- --- -----_ _ --- — �oo �� — --- ---- _ -- — — 1 s�lv1 Va �0 3oa3 = Ni --- —------------------------------- __-- __— __------------ °� Uo i — CaII before you dig Z9� �— 9' 606 — rnnF n' l06— — — — — — — / ■ < 9 BBB— O'l06 0-1 ng — — b31VM �0 3003 % — DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROD. NO. C.W.P. 16-1604 ORIGINAL DATE: MAY 16, 2016 z O H a V N W 0 z O N W Er W Q 0 m W z QLLLU }awZ a2gz— z Nma3� Lij�CHWO 6 J ZQLLJ ~OZ2N WaNW X c0 Nx 0LL� T N LLI LL UmN�O r >-W>acn W LLI o Wa a WJ x�NWI Q J W W < W E V H Z w aw W V Z �w H N as Q N W N Y Q cn Z Z N W O ? J w oC J V m a PREPARED FOR: UNITED PROPERTIES SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361 -8210 FAX: (651) 361 -8701 0 30 60 SCALE: 1" = 60'