Laserfiche WebLink
SADDLE CLUB P.U.D. <br />TITLE SHEET, NOTES & LEGEND <br />LINO LAKES, MN <br />.0481OBRT <br />GENERAL NOTES <br />THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND <br />LOCATION OF EXISTING UTIUIIES 5 NOT GUARANTEED TO BE ACCURATE OR ALL <br />INCLUSIVE THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OM <br />DETERMINATION AS TO TYPE AND LOCATION OF UTIUTIES AS NECESSARY TO <br />AVID DAMAGE 10 THESE UTUTES <br />CALL •811' FCR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. <br />INSTALLATIONS SHALL CONFORM TO THE TTY STANDARD SPECIFICATIONS *NO <br />DETAIL PLATE <br />THE CONTRACTOR SHALL NOTIFY CITY PUBLIC 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 MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBUC <br />STREETS OR WITHIN PUBLIC RIGHT -OF -WAY. <br />NOTIFY CITY A MINIMUM OF 416 HOURS PRIOR TO ME COMMENCEMENT OF <br />CONSTRUCTION. <br />WATER MAIN NOTES <br />EXISTING WATER MAIN LOCATION AND 92E 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 STORM) CROSSES <br />WITHIN /6. OF WATER MAIN. <br />PROPOSED WATER MAIN SHALL BE DIP GASS 52. PROPOSED WATER SERVICE <br />PIPE SHALL BE 1• COPPER TPE K. <br />MECHANICAL JOINTS SHALL BE USED FOR WATER MAIN PIPE5 4' IN 9AME1ER <br />AND LARGER. RUBBER GASKETS SHALL CONFORM TO AWWA C111 (ANS 421.11). <br />MAINTAIN MINIMUM 7.5-FT COVER TO TOP OF ALL WATER MAIN PIPE. <br />SANITARY SEWER NOTES <br />EXISTING SANITARY SETTER LOCATION, SIZE, AND ELEVATION SHALL BE VERIFIED <br />IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGNEER OF ANY <br />DISCREPANCIES PRIOR TO ANY INSTALLATIONS <br />PROPOSED SANITARY SEWER SERVICES SHALL BE 4' PVC 9M 26. <br />STORM SEWER NOTES <br />FIELD VERIFY 920. ELEVATION, AND LOCATION OF EXISTING STORM SEWER AND <br />NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS <br />WHEN CALLED OUT AS PIPE, STORM SEINER SHALL BE REINFORCED CONCRETE <br />PIPE (RCP) ANS 076 WITH R -4 GASKETS CR, IF ALLOWED BY CITY. HOPE PIPE <br />MAY BE USED. (SEE PLAN FOR LOCATIONS MERE RCP IS REQUIRED.) HOPE <br />PIPE SHALL MEET THE REQUIREMENTS OF AASITO 6294. TYPE S 'MTH <br />WATERTIGHT CONNECTIONS. USE SAND /GRANULAR MATERIAL FOR BACK0WNG <br />AND COMPACTION OF HOPE/PVC PIPE IN ACCORDANCE MTH THE <br />REWIREIIENTS OF A51M 2321. <br />STORM SEWER LENGTHS INCWDE THE LASING 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 114E CATCH BASIN MANHOLES W/ <br />APPROVED RESUENT RUBBER JOINTS TO MAKE 1(4EM GASTIGHT OR <br />WATERTIGHT. CEMENT MORTAR JOINTS ARE PERIAMED ONLY FOR REPAIRS <br />AND CONNECTIONS OF EXISTING UNES CONSTRUCTED WUTH SUCH JOINTS. <br />CURB & BITUMINOUS NOTES <br />REMOVAL *NO DISPOSAL OF EXISTING SINLLr MATERIALS AS REWIRED FOR <br />CONSTRUCTION IS CONSIDERED INCIDENTAL <br />SAW- CUT EXISTING BITUMINOUS AND CONCRETE CURB TO PR080E BUTT-JOINT. <br />RESTORE DISTURBED STREET TO EXISTING OR BETTER SECTION. <br />BACKFIWNG OF CURB IS INCIDENTAL TO CURB INSTALLATION. <br />FOUR NOES OF CLASS 5 UNDER CURB IS INCIDENTAL TO CURB INSTALLATION. <br />CURB ENOS SHALL TERMINATE IN A THREE -FOOT BEAVER TAIL <br />VICINITY MAP <br />LEGEND <br />m <br />E <br />0 <br />4 <br />0X <br />9.10 <br />926 <br />9q2 <br />EXISTING OVERHEAD ELECTRIC <br />EXISTING UNDERGROUND TELEPHONE <br />EXISTING UNDERGROUND CABLE <br />ET2511NG TELEPHONE PEDESTAL <br />EXISTING ELECTRICAL PEDESTAL <br />MISTING CABLE PEDESTAL <br />0901160 UTUTY POLE <br />EXISTING UGHT POLE <br />EXISTING STORM SEWER <br />DISTNG WATER MAIN <br />EXISTING SANITARY SEWER <br />EXISTING STORM MANHOLE <br />DOSING FLARED -END BECTON <br />EXISTING GATE VALVE <br />EXISTING HYDRANT <br />EXISTING SANITARY SEWER MANHOLE <br />EXISTING CONTOUR <br />EXISTING 900T ELEVA110N <br />0111NG FENCE <br />DELINEATED 'REILAND EDGE <br />MARANON BY TARM SCE= <br />ASBRI A1q MC W110-211-1E <br />1EST PITS/BORINGS <br />RMO6WD BY NORRN6I <br />1mManaz xIL• <br />SHEET INDEX <br />0 <br />A <br />xti <br />RYC <br />—930 <br />PROPOSED WATER PIPE <br />PROPOSED SANITARY SEWER PIPE <br />PROPOSED STORM SEWER PIPE <br />PROPOSED DRAINTILE ANO LEAN -OUT <br />PROPOSED STORM MANHOLE <br />PROPOSED CATCH BASIN <br />PROPOSED FUMED -END SECTION <br />PROPOSED GATE VALVE <br />PROPOSED HYDRANT <br />PROPOSED SANITARY SEWER MANHOLE <br />PROPOSED CONTOUR <br />X920.60 PR(OPOSED SPOT ELEVATION <br />OWNER MGM) <br />— ,.--r- PROPOSED SILT FENCE <br />MIMS <br />PROPOSED DIRECTION OF DRAINAGE <br />PROPOSED RIP -RAP <br />WETLAND FILL <br />Da WET n,1 FOR <br />KMRMINCA qH Or RL AREAS) <br />WETLAND ENHANCEMENT AREA <br />GEE IMMO MYIAQIREMT 688 <br />F66 MTN.) <br />PROPOSED INLET PROTECTION <br />CO TITLE SHEET, NOTES & LEGEND <br />C1 -1 GRADING, DRAINAGE & EROSION CONTROL PLAN <br />C1 -2 GRADING, DRAINAGE & EROSION CONTROL PLAN <br />C2 -1 UTILITY PLAN <br />C2 -2 UTILITY PLAN <br />C3 DETAILS <br />C4 STORMWATER POLLUTION PREVENTION PLAN <br />EXISTING CONDITIONS /CERTIFICATE OF SURVEY <br />PRELIMINARY PLAT <br />TREE PRESERVATION PLAN <br />LANDSCAPE PLAN <br />T <br />7 ILLK I 3 I . <br />OAKS Or al <br />Know what's below. <br />Call before you dig. <br />D. E RICKSON <br />2ND r DEN. <br />3 <br />7 <br />-15 <br />7 <br />BL <br />b °'AO UT /OT <br />, <br />EA,. <br />q .+6 1 1 Q / <br />� <br />1 OUTLOT C I OUTLuT B )al 0/ <br />/ <br />j I % <br />Q <br />/ <br />I 1 <br />\\ / < ( <br />\ / _ ( / <br />\ / / \ \ \ I I / <br />1 1 / <br />/ / / <br />/ A \ \ <br />/ \ �\ / / <br />/ \ / <br />/ \/ \. ... / <br />\ y % / <br />TITLE SHEET, NOTES & LEGEND <br />SADDLE CLUB P.U.D. <br />DRAWN BY DESIGN BY: <br />C.M. C.W.P. <br />DHCKD BY: PROD. NO. <br />C.W.P. 13 -1414 <br />ORIGINAL DATE: <br />OCTOBER 14, 2013 <br />REVISION DESCRIPTION <br />SADDLE CLUB P.U.D. <br />TITLE SHEET, NOTES & LEGEND <br />PREPARED FOR <br />DUPONT <br />HOLDINGS, LLC <br />",0 <br />SITE PLANNING <br />8 ENGINEERING <br />PLOWE <br />ENGINEERING, INC. <br />6776 LAKE DRIVE <br />SUITE 110 <br />LINO LAKES, MN 55014 <br />PHONE: (651) 3615010 <br />FAX: (65113614701 <br />NORTH <br />0 5050 100 <br />1 INC <br />CO <br />