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SADDLE CLUB P.U.D. <br />TITLE SHEET, NOTES 8, LEGEND <br />LINO LAKES, MN <br />T <br />ectivrr cram MDF9.WAY NCI <br />J <br />/ i \ <br />/�� <br />CURB B. BITUMfOUS NOTES <br />GENERAL NOTES <br />THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND <br />LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL <br />INCLUSIVE THE CONTRACTOR IS ftE5P0N5IBLE FOR MAKINO NIS OWN <br />DETERMINATION AS TO 118E AND LOCATION OF UTILITIES A5 NECESSARY TO <br />AVOID DAMAGE TO THESE UTILITIES. <br />CALL' 811' FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. <br />INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS AND <br />DETAIL PLATES. <br />THE CONTRACTOR SHALL NOTIFY CITY PUBUC WORKS DEPARTMENT A MINIMUM <br />OF 24 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER <br />SERVICES TO EXISTING HOMES OR BUSINESSES. <br />STORAGE OF 001061AL5 OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC <br />STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. <br />NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF <br />CONSTRUCTION. <br />WATER MMN NOTES <br />EXISTING WATER MAIN LOCATION AND SIZE SHALL BE VERIFIED IN THE FIELD <br />PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO <br />ANY INSTALLATIONS. <br />PROVIDE PIPE INSULATION WHERE SEWER (SANITARY OR STOMA) CROSSES <br />WITHIN 18' OF WATER MAIN. <br />PROPOSED WATER MAIN SHALL BE PVC (PRESSURE CLASS AIWA 0600 WITH <br />DR RA1NG OF 18). PROPOSED WATER SERVICE PIPE SHALL BE i' COPPER <br />TYPE K. <br />TRACER WIRE WILL BE LAID WITH ALL PVC WATER MAINS, VALVE BOXES, AND <br />HYDRANTS. <br />MAINTAIN 1,117111,1110 7.5-81 COVER TO TOP OF ALL WATER MAIN PIPE. <br />SANITARY SEWER NOTES <br />EXISTING SANITARY SEWER LOCATION, SIZE, AND ELEVATION SHALL BE VERIFIED <br />IN THE FIELD PRIOR TO CONSTRUCTION. NOT0Y ENGINEER OF ANY <br />DISCREPANCIES PRIOR TO ANY INSTALLATIONS. <br />PROPOSED SANITARY SEWER MAIN SHALL BE PVC SDR 35 AND SOR 26. <br />PROPOSED SANITARY SEWER SERVICES 5HALL BE 4' PVC SOR 26. <br />OAKS OF LINO.., <br />Tai ».o <br />C 1 <br />REMOVAL AND DISPOSAL OF EXISTING STREET MATERIALS AS REQUIRED FOR <br />CONSTRUCTION 15 CONSIDERED INCIDENTAL. <br />SAW -CUT EXISTING BITUMINOUS AND CONCRETE CURB TO P60 \102 BUTT -JOINT. <br />RESTORE DISTURBED STREET TO 01151150 OR BETTER SECTION. <br />BACKFlWNG OF CURB 15 INCIDENTAL TO CURB INSTALLATION. <br />FOUR INCHES OF CLASS 5 UNDER CURB 15 INCIDENTAL TO CURB INSTALLATION. <br />CURB ENDS SHALL TERMINATE IN A THREE-FOOT BEAVER TAIL. <br />STORM SEWER NOTES <br />MELD IAMIFY SIZE, ELEVATION, AND LOCATION OF EXISTING STORM SEWER AND <br />NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. <br />WHEN CALI.ED OUT AS PIPE. STORM SEWER SHALL BE REINFORCED CONCRETE <br />PIPE (RCP) ANSI C76 811111 R-4 GASKETS OR, IF ALLOWED BY CITY, HOPE PIPE <br />MAY BE USED. (SEE PLAN FOR LOCATIONS WHERE RCP IS REQUIRED.)) HOPE <br />PIPE SHALL MEET THE REQUIREMENTS OF 8.05810 0294, TYPE 5 WITN <br />WATERTIGHT CONNECTIONS. USE SAND/GRANULAR MATERIAL FOR BACKFIWNG <br />AND COMPACTION OF HOPE/PVC PIPE IN ACCORDANCE WITH THE <br />REQUIREMENTS OF A51M 2321. <br />STORM SEWER LENGTHS INCLUDE THE LAYING LENGTH OF THE FLARED -END <br />SECTION. LAYING LENGTH OF APRON TO BE DEDUCTED FROM PAYMENT LENGTH <br />OF PIPE <br />STORM SEWER PIPES TO BE JOINED TO THE CATCH BASIN MANHOLES W/ <br />APPROVED RESIDENT RUBBER JOINTS TO MAKE THEM GASTIGHT OR <br />WATERTIGHT. CEMENT MORTAR JOINTS ARE PERMITTED ONLY FOR REPAIRS <br />AND CONNEC1050 OF EXI5570 LINES CONSTRUCTED 81TH SUCH JOINTS. <br />SHEET INDEX <br />CO TITLE SHEET, NOTES & LEGEND <br />01-1 GRADING, DRAINAGE & EROSION CONTROL PLAN <br />01-2 GRADING, DRAINAGE & EROSION CONTROL PLAN <br />02 PHASING PLAN <br />C3.1 DETAILS <br />C3.2 DETAILS <br />C3.3 DETAILS <br />04-1 STORMWATER POLLUTION PREVENTION PLAN <br />C4-2 STORMWATER POLLUTION PREVENTION PLAN <br />STREET & STORM SEWER PLAN/PROFILE <br />05.1 PHEASANT RUN S - STA 0+00 TO 8+50 <br />C5.2 PHEASANT RUN S - STA 8+50 TO 17+32.96 <br />C5.3 FOX ROAD - STA 0+00 TO 11+56.62 <br />C6.4 SADDLE CLUB COURT - STA 0+00 TO 2+7.70 <br />BLACK BERRY COURT - STA 0+00 TO 6+4.56 <br />SANITARY SEWER & WATER PLAN/PROFILES <br />C6.1 BIRCH ST & OLD BIRCH ST - STA 5+50 TO 13+00 <br />06.2 OLD BIRCH ST - STA 0+00 TO STA 5+50 <br />C6.3 PHEASANT RUN S - STA 0+00 TO 9+00 <br />C6.4 PHEASANT RUN S - STA 9+00 TO 17+32.96 <br />C6.5 FOX ROAD - STA 0+00 TO 11+56.62 <br />C6.6 SADDLE CLUB COURT - STA 0+00 TO 2+7.70 <br />BLACK BERRY COURT - STA 0+00 TO 5+4.55 <br />VICINITY MAP <br />17 <br />-0.2- EXISTING OVERHEAD ELECTRIC <br />m- EXISTING UNDERGROUND M E:PHONE <br />-601.- EXISTING UNDERGROUND CABLE <br />ID EXISTING TELEPHONE PEDESTAL <br />m <br />DIMING ELECTRICAL PEDESTAL <br />IC <br />EXISTING CABLE PEDESTAL <br />EXISTING UTILITY POLE <br />4 EXISTING LIGHT POLE <br />>5- EXISTING STORM SEWER <br />EXISTING WATER MAIN <br />5 EXISTING SANITARY SEWER <br />® <br />EXISTING STORM MANHOLE <br />4 EXISTING FLARED -END SECTION <br />LZ EXISTING GATE VALVE <br />• EXISTING HYDRANT <br />• EXISTING SANITARY SEWER MANHOLE <br />EXISTING CONTOUR <br />0 <br />FP. EXI51150 SPOT ELEVATION <br />NAA000 oA155 <br />EXISTING FENCE <br />-^•7- DELINEATED WETLAND EDGE <br />69818..41521 a1 160651 506165 <br />885004113, 016. 21 10-20-12 <br />1640 <br />TEST PITS/BORINGS <br />666/00560 DY 1108111001 <br />1601112006. 0101 <br />EXISTING WELL AND SEPTIC SYSTEM TO BE FIELD <br />LOCATED. WELL TO BE ABANDONED PER ALL LOCAL <br />AND STATE REQUIREMENTS. SEPTIC SYSTEM TO BE <br />REMOVED PER ALL LOCAL AND STATE REQUIREMENTS. <br />LEGEND <br />J ^ <br />--__-'---_. O <br />Know what's below. <br />Call before you dig. <br />O. FERICKSON <br />)40 .00(1. <br />3: <br />LTA <br />;1. <br />E <br />N.T.S. <br />1 PROPOSED WATER PIPE <br />> PROPOSED SANITARY SEWER PIPE <br />PROPOSED STORM SEWER PIPE <br />PROPOSED DRAINRLE AND CLEAN-OUT <br />O PROPOSED STORM MANHOLE <br />❑ PROPOSED CATCH BASIN <br />Q PROPOSED FLARED -END SEC5ON <br />• PROPOSED GATE VALVE <br />PROPOSED HYDRANT <br />® PROPOSED SANITARY SEWER MANHOLE <br />PROPOSED CONTOUR <br />-928- <br />-030- <br />X920.60 <br />LY1-6SJ-11-I] <br />( <br />.1 <br />PROPOSED SPOT ELEVATION <br />NA1055 DK= <br />(0OMNI SNINNAMU1411005 SS <br />1111 05186.88 01804167) <br />PROPOSED SILT FENCE <br />PROPOSED DIRECTION OF DRAINAGE <br />PROPOSED RIP -RAP <br />WETLAND FILL <br />NI 69.0.80 001.009017 PVN <br />656 OANmnuRD5 2• nu Auks) <br />WETLAND RE5108400N AREA <br />(GE 865,810 9061A081011 PVN <br />688 00075) <br />WETLAND CREATION AREA <br />(60 6011(110 00640500 PUN <br />6 05905) <br />O PROPOSED INLET PROTECTION <br />❑ PROPOSED WETLAND BUFFER SIGNAGE <br />0 <br />1 <br />/ <br />/ /- <br />\\\ <br />/ / <br />/ A. <br />IYiI51'b <br />K3 <br />.y <br />O <br />F{}:•:e..Rt.{x/cH <br />I OUTLOT C " 1 OUTLOT B <br />6 <br />1 <br />TITLE SHEET, NOTES & LEGEND <br />SADDLE CLUB P.U.D. <br />08ANAN BY: <br />C.M. <br />CHCK0 BY: <br />C.W.P. <br />DESIGN BY: <br />C.W.P. <br />PROD. NO. <br />13-1414 <br />ORIGINAL DATE: <br />OCTOBER 14, 2013 <br />p0 <br />0 <br />ISION DESCRI <br />E <br />18 <br />O <br />U <br />U <br />5 <br />fl <br />0 <br />J^ <br />3 <br />U <br />j <br />SADDLE CLUB P.U.B. <br />g <br />VJ <br />O <br />0 <br />OTES 5 LEGEND <br />44 <br />F <br />PREPARED FOR. <br />DUPONT <br />HOLDINGS, LLC <br />SITE PLANNING <br />6 ENGINEERING <br />PLOWE <br />ENGINEERING, INC. <br />6776 LAKE ORME <br />SUITE 110 <br />LINO LAKES, MN 55014 <br />PHONE: 1651) 3616210 <br />FAX (651) 361-6701 <br />NORTH <br />0 sD 100 <br />1 INCH 2100 FEET <br />CO <br />