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SADDLE CLUB P.U.D. TITLE SHEET, NOTES & LEGEND LINO LAKES, MN GENERAL NOTES THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR 15 RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTIUTIES AS NECESSARY TO AVOID DAMAGE TO THESE UTUTIES. CALL '811' FOR EXISTING UTLITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS AND DETAIL PLATES. 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. STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED 014 PUBUC STREETS OR WITHIN PUBUC RIGHT -OF -WAY. NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. WATER MAIN NOTES EXISTING WATER MAIN LOCATION AND 512E SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. PROVIDE PIPE INSULATION WHERE SEWER (SANITARY OR STORM) CROSSES WITHIN 18' OF WATER MAIN. PROPOSED WATER MAIN SHALL BE DIP CLASS 52. PROPOSED WATER SERVICE PIPE SHALL BE 1" COPPER TYPE K. MECHANICAL JOINTS SHALL BE USED FOR WATER MAIN PIPES 4• IN DIAMETER AND LARGER. RUBBER GASKETS SHALL CONFORM TO *WWA C111 (ANSI 421.11). MAINTAIN MINIMUM 7.5 -FT COVER TO TOP OF ALL WATER MAIN PIPE. SANITARY SEWER NOTES 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. PROPOSED SANITARY SEWER SERVICES SHALL BE 4- PVC SDR 26. STORM SEWER NOTES FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING STORM SEWER AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. WHEN CALLED OUT AS PIPE, STORM SEWER SHALL BE REINFORCED CONCRETE PIPE (RCP) ANSI C76 WITH R -4 GASKETS OR, IF ALLOWED BY CITY, HOPE PIPE MAY BE USED. (SEE PLAN FOR LOCATIONS WHERE RCP IS REQUIRED.) HDPE PIPE SHALL MEET THE REQUIREMENTS OF AASHTO *294. TYPE 5 WITH WATERTIGHT CONNECTIONS. USE SAND /GRANULAR MATERIAL FOR BACKFIWNG AND COMPACTION OF HDPE/PVC PIPE IN ACCORDANCE WITH THE REQUIREMENTS OF A0119 2321. STORM SEWER LENGTHS INCLUDE THE LAYING LENGTH OF THE FLARED -END SECTION. LAYING LENGTH OF APRON TO BE DEDUCTED FROM PAYMENT LENGTH OF PIPE. STORM SEWER PIPES TO BE JOINED TO THE CATCH BASIN MANHOLES W/ APPROVED RESIDENT RUBBER JOINTS TO MAKE THEM GASTIGHT OR WATERTIGHT. CEMENT MORTAR JOINTS ARE PERMITTED ONLY FOR REPAIRS AND CONNECTIONS OF EXISTING UNES CONSTRUCTED WITH SUCH JOINTS. CURB & BITUMINOUS NOTES REMOVAL AND DISPOSAL OF EXISTING STREET MATERIALS AS REWIRED FOR CONSTRUCTION IS CONSIDERED INCIDENTAL SAW -CUT EXISTING BITUMINOUS AND CONCRETE CURB TO PROVIDE BUTT -JOINT. RESTORE DISTURBED STREET TO EXISTING OR BETTER SECTION. BACKFIWNG OF CURB IS INCIDENTAL TO CURB INSTALLATION. FOUR INCHES 06 CLASS 5 UNDER CURB 15 INCIDENTAL TO CURB INSTALLATION. CURB ENDS SHALL TERMINATE 18 A THREE -FOOT BEAVER TAIL VICINITY MAP LEGEND 928__. .SP" EXISTING OVERHEAD ELECTRIC EXISTING UNDERGROUND TELEPHONE EXISTNG UNDERGROUND CABLE EXISTING TELEPHONE PEDESTAL EXISTING ELECTRICAL PEDESTAL EXISTING CABLE PEDESTAL EXISTING UTILITY POLE EXISTNG LIGHT POLE EXISTING STORM SEWER EXISTNG WATER MAIN EXISTING SANITARY SEWER EXISTING STORM MANHOLE EXISTING FLARED -END SECTION EXISTING GATE VALVE EXISTING HYDRANT EXISTING SANITARY SEWER MANHOLE EXISTING CONTOUR EXISTING SPOT ELEVATION EXISTING FENCE DEUNEATED WETLAND EDGE OETMEAIKN 81 /MTH SON. ssmAlES MCY M,10-:11-1: 8440 TEST PITS/BORINGS PERFORMED BY NORM. TEOMMOMES Mt. SHEET INDEX �)- PROPOSED WATER PIPE PROPOSED SANITARY SEWER PIPE PROPOSED STORM SEWER PIPE PROPOSED DRAINTLE AND CLEAN -OUT ® PROPOSED STORM MANHOLE ❑ PROPOSED CATCH BASIN A PROPOSED FLARED -END SECTION A, PROPOSED GATE VALVE PROPOSED HYDRANT PROPOSED SANITARY SEWER MANHOLE PROPOSED CONTOUR -928 - -930- X920.60 I4',' '41 PROPOSED SPOT ELEVATION OR ENORMOUS SURFACE. MUM SURFACE OTNRNSE INDISMSER PROPOSED SILT FENCE PROPOSED DIRECTION OF DRAINAGE PROPOSED RIP -RAP WETLAND FILL (SEE SHEET LT.1 FOR O RIVICAIWN OF FN. AREAS) WETLAND ENHANCEMENT AREA (SEE NM. RERAO]EMT Rut FOR COMM oPROPOSED INLET PROTECTION CO TITLE SHEET, NOTES & LEGEND 01 -1 GRADING, DRAINAGE & EROSION CONTROL PLAN C1 -2 GRADING, DRAINAGE & EROSION CONTROL PLAN C2 -1 UTILITY PLAN C2 -2 UTILITY PLAN 03 DETAILS 04 STORMWATER POLLUTION PREVENTION PLAN EXISTING CONDITIONS /CERTIFICATE OF SURVEY PRELIMINARY PLAT TREE PRESERVATION PLAN LANDSCAPE PLAN s11 Know what's below. Call before you dig. 2 4 Vii• �1 1 I ' 2 0 6 QV «OSG LEP % ! PAW P 7r 7 itil 1- 7 ILL=- f I X7.:.7 T --. \��. " \F\ EL :.".0..... ).--..... r..r I:il 1/ 10UTL)T C"; I OUTLET .. iI o / 1 I I 1 1 1/ p // / /_ 1 1 / / 1 \ 1 ( I \ 1 1 / \` /J ) I \ / / / BL �f 7 !BLOC 2 3 • L _ TITLE SHEET, NOTES & LEGEND SADDLE CLUB P.U.D. DRAWN BY: C.M. CHCKD BY: DESIGN BY: 8120.1.140. 131414 ORIGINAL DATE OCTOBER 14, 2013 REVISION DESCRIPTION SADDLE CLUB P.U.D. PREPARED FOR: DUPONT HOLDINGS, LLC 114t% SITE PLANNING 8 ENGINEERING PLOWE ENGINEERING. INC. 6776 LAKE DRIVE SUITE 110 LINO RAKES. MN 55014 PHONE: (851)361 -8210 FAX: (851) 361 -8701 NORTH 0 50 100 1 INCH =100 FEET CO