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N <br />CENTURY FAR <br />NORT <br />PUD/PRELIMINARY PLAT AMMENDMENT <br />M <br />GTH ADDITION <br />TITLE SHEET, NOTES & LEGEND <br />LINO LAKES, MN <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 RESPONSIBLE FOR MAKING HIS OWN <br />DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS 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 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 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 <br />MAIN 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 STORM) CROSSES <br />WITHIN 18" OF WATER MAIN. <br />PROPOSED WATER MAIN SHALL BE PVC (PRESSURE CLASS AWWA C900 WITH <br />DR RATING OF 18). PROPOSED WATER SERVICE PIPE SHALL BE 1" COPPER <br />TYPE K. <br />TRACER WIRE WILL BE LAID WITH ALL PVC WATER MAINS, VALVE BOXES, AND <br />HYDRANTS. <br />MAINTAIN MINIMUM 7.5—FT 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. NOTIFY ENGINEER OF ANY <br />DISCREPANCIES PRIOR TO ANY INSTALLATIONS. <br />PROPOSED SANITARY SEWER MAIN SHALL BE PVC SDR 35. <br />PROPOSED SANITARY SEWER SERVICES SHALL BE 4" PVC SDR 26. <br />STORM SEWER NOTES <br />FIELD VERIFY SIZE, 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 SEWER SHALL BE REINFORCED CONCRETE <br />PIPE (RCP) ANSI C76 WITH R-4 GASKETS OR, IF ALLOWED BY CITY, HDPE PIPE <br />MAY BE USED. (SEE PLAN FOR LOCATIONS WHERE RCP IS REQUIRED.) HDPE <br />PIPE SHALL MEET THE REQUIREMENTS OF AASHTO M294, TYPE S WITH <br />WATERTIGHT CONNECTIONS. USE SAND/GRANULAR MATERIAL FOR BACKFILLING <br />AND COMPACTION OF HDPE/PVC PIPE IN ACCORDANCE WITH THE <br />REQUIREMENTS OF ASTM 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 RESILIENT RUBBER JOINTS TO MAKE THEM GASTIGHT OR <br />WATERTIGHT. CEMENT MORTAR JOINTS ARE PERMITTED ONLY FOR REPAIRS <br />AND CONNECTIONS OF EXISTING LINES CONSTRUCTED WITH SUCH JOINTS. <br />CURB & STREET NOTES <br />REMOVAL AND DISPOSAL OF EXISTING STREET MATERIALS AS REQUIRED FOR <br />CONSTRUCTION IS CONSIDERED INCIDENTAL. <br />SAW—CUT EXISTING BITUMINOUS AND CONCRETE CURB TO PROVIDE BUTT—JOINT. <br />RESTORE DISTURBED STREET TO EXISTING OR BETTER SECTION. <br />BACKFILLING OF CURB IS INCIDENTAL TO CURB INSTALLATION. <br />FOUR INCHES OF CLASS 5 UNDER CURB IS INCIDENTAL TO CURB INSTALLATION. <br />CURB ENDS SHALL TERMINATE IN A THREE—FOOT BEAVER TAIL. <br />Know what's below. <br />CaII before you dig. <br />VICINITY MAP <br />SITE <br />5 <br />1 <br />Alain SI <br />Col St <br />„SL <br />Mon SI <br />Main St <br />PlaraYto <br />A,NIn 1 <br />L s ,, <br />rnnkw <br />Y <br />*g1,l nd TI <br />Barbara Ln <br />D <br />z <br />Q <br />SUNSET ROAD (COUNTY <br />NW CORNER OF <br />SW 1/4 OF NW 1/4 OF <br />SECTION 7, T31, R22 <br />DIY (APR <br />W <br />• <br />POLE <br />TEL B <br />aR o k"'e <br />r-- <br />r <br />NOTES <br />PROPOSED PLAT ZONING PUD <br />EXISTING PLAT ZONING R & PUD <br />MINIMUM LOT DEPTH <br />MINIMUM LOT WIDTH <br />MINIMUM LOT AREA <br />BUILDING SETBACKS <br />STREET (LOCAL) <br />STREET (COLLECTOR) <br />REAR <br />SIDE (PRINCIPAL) <br />SIDE (ACCESSORY) <br />125 FEET <br />60 FEET <br />7,500 S.F. <br />= 25 FEET <br />= 40 FEET <br />= 25 FEET <br />= 10 FEET <br />= 5 FEET <br />1 <br />J <br />L <br />AX <br />3 <br />L <br />GARAGE <br />LEGEND <br />ROBINSON DRIVE <br />WETLAND <br />- ELC <br />O <br />4 <br />930 <br />928 <br />WL <br />x <br />EXISTING OVERHEAD ELECTRIC <br />EXISTING STORM SEWER <br />EXISTING WATER MAIN <br />EXISTING SANITARY SEWER <br />EXISTING STORM MANHOLE <br />EXISTING FLARED—END SECTION <br />EXISTING GATE VALVE <br />EXISTING HYDRANT <br />EXISTING SANITARY SEWER MANHOLE <br />EXISTING CONTOUR <br />EXISTING FENCE <br />DELINEATED WETLAND EDGE <br />DELINEATION BY "WENCK ASSOCIATES" <br />TEST PITS/BORINGS <br />PERFORMED BY WENCK ASSOCIATES <br />Div <br />— 928 - <br />-930— <br />X920.60 <br />s <br />4.0% <br />*0000 <br />0 <br />PROPOSED WATER PIPE <br />PROPOSED SANITARY SEWER PIPE <br />PROPOSED STORM SEWER PIPE <br />PROPOSED DRAINTILE AND CLEAN—OUT <br />PROPOSED STORM MANHOLE <br />PROPOSED CATCH BASIN <br />PROPOSED FLARED—END SECTION <br />PROPOSED GATE VALVE <br />PROPOSED HYDRANT <br />PROPOSED SANITARY SEWER MANHOLE <br />PROPOSED CONTOUR <br />PROPOSED SPOT ELEVATION <br />(GUTTERUNE, BITUMINOUS SURFACE, <br />OR GROUND SURFACE UNLESS <br />OTHERWISE INDICATED) <br />PROPOSED SILT FENCE <br />PROPOSED DIRECTION OF DRAINAGE <br />PROPOSED RIP—RAP <br />PROPOSED INLET PROTECTION <br />ti <br />-r <br />L <br />J <br />3 <br />L <br />ROBINSON DRIVE <br />SHEET INDEX <br />CO <br />C1-1 <br />C1-2 <br />C2-1 <br />C2-2 <br />C2-3 <br />C3 <br />C4-1 <br />C4-2 <br />L1 <br />PP <br />RI <br />B/P <br />2 of 8 <br />TITLE SHEET, NOTES & LEGEND <br />GRADING, DRAINAGE & EROSION CONTROL PLAN <br />GRADING, DRAINAGE & EROSION CONTROL PLAN <br />UTILITY PLAN <br />UTILITY PLAN <br />UTILITY PLAN - WATERMAIN LOOP <br />DETAILS <br />STORMWATER POLLUTION PREVENTION PLAN <br />STORMWATER POLLUTION PREVENTION PLAN <br />LANDSCAPE PLAN <br />PRELIMINARY PLAT <br />RESOURCE INVENTORY <br />BUILD -OUT & PHASING PLAN <br />CERTIFICATE OF SURVEY <br />CE\TRY 1 -ARM <br />I� <br />5TH ADDITIO\ <br />BLOCK 1 <br />2 3 <br />ROBINSON DRIVE <br />4 <br />I <br />111.1 <br />I II(= __=====1- X111' In 1111 <br />I'1 POND 1///I,\111:1 <br />;1111 <br />III p <br />11 II y \\1I/'I <br />11 1 1 <br />1 111 <br />I I II 11 11 it I I <br />1111 11 n 11 <br />////1/\ <br />,,, <br />1 1 1 T -i iii / <br />'SAA / <br />HIGH -UNE POLE <br />0 <br />Drainage& Utility <br />EaseMent <br />WETLAN D <br />38 <br />L----- <br />1 37 <br />36 <br />I 35 <br />4 <br />34 <br />33 <br />Mat <br />MORGAN <br />LANE <br />POND <br />15 <br />1/ <br />111 <br />11 X11 1 <br />'1 !' <br />1111 ;1 <br />11111 <br />11,1, <br />1 11 <br />1 1�r r <br />1 <br />I <br />—-- — ---- <br />--- <br />/111 <br />CENTURY <br />WETLAND \ <br />FAI <br />1 <br />KO <br />HIGH—UNE POLE <br />1 <br />, I <br />I I 1 /1 <br />�+ I Ir / '_ __ <br />''-1-1- <br />I / / 11// // _ <br />I 1 / / /// i' <br />' 1 / � // , i <br />Ti <br />11 <br />—'1 <br />1' <br />----— ------------ <br />— ------- ----- <br />GEPOSGRTOUND — <br />Oa <br />TITLE SHEET, NOTES & LEGEND <br />CENTURY FARM NORTH - 6TH ADDITION <br />DRAWN BY: DESIGN BY: <br />A.G. C.W.P. <br />CHCKD BY: <br />C.W.P. <br />PROJ. NO. <br />14-1460 <br />ORIGINAL DATE: <br />MARCH 10, 2014 <br />REVISION DESCRIPTION <br />CITY REVIEW #1 <br />Lu <br />H <br />4 <br />m <br />E <br />E "- <br />co <br />g <br />eL <br />L -0 (13 <br />� <br />C <br />ca <br />�.22ui <br />O <br />ca _ <br />Q0)o <br />E co � co <br />m <br />O Aftor <br />ccs <br />0_ <br />>0) <br />E 1_ <br />o>•+ TO <br />•tail <br />C <br />-0 <br />0 <br />2 <br />04.25.2014 <br />W <br />H <br />0 <br />PLAT AMENDMENT - 6TH ADDITION <br />y <br />Lid5 <br />r <br />TITLE SHEET, NOTES & LEGEND <br />PREPARED FOR: <br />CENTURY FARM <br />NORTH <br />DEVELOPMENT, INC. <br />110010 <br />SITE PLANNING <br />& ENGINEERING <br />PLOWE <br />ENGINEERING, INC. <br />6776 LAKE DRIVE <br />SUITE 110 <br />LINO LAKES, MN 55014 <br />PHONE: (651) 361-8210 <br />FAX: (651) 361-8701 <br />NORTH <br />1► <br />0 40 80 <br />1 INCH = 80 FEET <br />CO <br />