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DRAWN BY: DESIGN BY: <br /> A.G. A.G. <br /> CHCKD BY: PRCJ.N0. <br /> C.W.P. 10-1292 <br /> ORIGINAL DATE: <br /> THE ARDEN REDEVELOPMENT MAY 9,2011 <br /> TITLE SHEET, NOTES & LEGEND <br /> ARDEN RILLS,MINNESOTA N <br /> o �o <br /> �U <br /> GENERAL NOTES <br /> LANDSCAPING MOTES <br /> a 886 <br /> 30 <br /> o w¢ <br /> A <br /> THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND INSTALL 4'MIN.BLACK DIRT TO ALL SOD,SEED AND SHRUB AREAS. CONTRACTOR _s_ ewwn O W O <br /> RESPONSIBLE FOR FINE GRADING OF SOD AREAS. E r <br /> LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL <br /> N rmw N <br /> INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN STAKE AND/OR MARK ALL PLAN PLANTING LOCATIONS PRIOR TO INSTALLATION. - p <br /> DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO OWNER TO APPROVE ALL LOCATIONS PRIOR TO INSTALLATION. <br /> AVOID DAMAGE TO THESE UTILITIES. R 55 <br /> CONTACT GOPHER STATE ONE-CALL AT(651)454-0002 FOR EXISTING To <br /> ALL SHRUB AREAS 70 BE MULCHED WITH 4"DEPTH OF SHREDDED HARDWOOD q. III �wuj <br /> LOCATIONS. MULCH OVER WEED BARRIER. POLY-EOGER TO BE VALLEY NEW BLACK DIAMOND OR <br /> APPROVED EQUAL W <br /> SELECT LOAMY TOPSOIL,25R PEAT <br /> THE CONTRACTOR SHALL FIELD VERIFY SIZE,ELEVATION,AND LOCATION OF <br /> XI , AIN AND NOTIFY INSTALL 4"-6"DEPTH <br /> E STING SANITARY SEWER,STORM SEWER AND WATERM SHREDDED HARDWOOD MULCH AROUND ROOT SAUCER OF ALL <br /> ENGINEER OF ANY DISCREPANGES PRIOR TO THE START OF INSTALLATIONS. TREES ISOLATED FROM PLANT BEDS. <br /> i �vxre>ry� f z m�ra 1 <br /> INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS. PLANTING SOIL SHALL CONSIST OF-507. MOSS W _ <br /> AND 25R PIT RUN SAND. ram ________ _ <br /> CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM OF ALL WORK TO BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT TIME OF - _ r -____ >,_ „ - �aiO °'wr E E <br /> 24 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER SERVICES ACCEPTANCE BY OWNER. CONTRACTOR TO MAKE ALL REPLACEMENTS IN A TIMELY G `_ _ - _ _ 1 o <br /> TO EXISTING HOMES OR BUSINESSES. MANNER. I I - \^ ' 'm <br /> STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC ALL MATERIALS SHALL COMPLY WITH THE LATEST EDITOR OF THE AMERICAN �Moope I I $$m o Z91 <br /> STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. STANDARD FOR NURSERY STOCK,AMERICAN ASSOCIATION OF NURSERYMEN. W -_� f i i m a <br /> NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR 70 THE COMMENCEMENT OF ALL TREE TRUNKS SHALL BE WRAPPED WITH BROWN CREPE TREE WRAP OR q �k =-_---= _ 1D I 3 N w <br /> i <br /> CONSTRUCTION. APPROVED EQUAL. APPLY WRAP IN NOVEMBER AND REMOVE IN APRIL A, ` - L--- I\ m?o <br /> MAINTAIN AND WATER ALL PLANT MATERIALS UNTIL ACCEPTANCE BY OWNER. ALL t <br /> PLANTINGS TO BE WATERED REGULARLY UNTIL IRRIGATION SYSTEM IS OPERATIONAL. - - a°^-;af � =I W <br /> pa <br /> APPLY CHEMICAL WEED CONTROL TO ALL LANDSCAPE AREAS PRIOR TO ANY 6 ^ I Q I = Ix ¢ r <br /> INSTALLATION. <br /> WATERMAIN NOTES STAKING AND GUYING OF TREES OPTIONAL-VERIFY WITH OWNER PRIOR TO Yepe a "Cg Xtt nono r g15 <br /> INSTALLATIONS. u wnw,wno,. m^' ^_ O tltltl111 ng+ <br /> EXISTING WATERMAIN LOCATION AND SIZE SHALL BE VERIFIED IN THE FIELD ~ w <br /> CONTRACTOR SHALL USE TRAFFIC CONTROL MEASURES(IN ACCORDANCE WITH THE CO ~ <br /> PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO 'MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES')AS NECESSARY g a o <br /> ANY INSTALLATIONS. WHENEVER GRADING,UTILITY WORK,PAVING OPERATIONS,AND FINAL TURF qq <br /> RESTORATION ENCROACH ONTO ADJACENT STREETS. d O X <br /> PROVIDE PREFORMED INSULATION,PPG FOAMGLASS.OR APPROVED EQUAL ( j ' I J NORTH <br /> WHERE SANITARY SEWER OR STORM SEWER CROSSES WITHIN 18'OF I o E d <br /> I <br /> WATERMAIN. � � 'e <br /> 4 <br /> CURB&BITUMINOUS NOTES i L, ,- <br /> SANITARY SEWER NOTES e _ DJ <br /> I - —a ar+i'vr r mxee— a 0 <br /> _ REMOVAL AND DISPOSAL OF EXISTING STREET MATERIALS AS REWIRED FOR I - - <br /> EXISTING SANITARY SEWER LOCATION.SIZE.AND ELEVATION SHALL BE VERIFIED CONSTRUCTION IS CONSIDERED INCIDENTAL. rmr 9a> 4Exr C O <br /> IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY W'�"'a"'""'r"" e1n` WEST COUNTY ROAD _E_ -----_ <br /> DISCREPANCIES PRIOR TO ANY INSTALLATIONS. n w�-^- — — — <br /> BACKFlWNG OF CURB IS INCIDENTAL TO CURB INSTALLATION. =1- 11NCH=BO FEET W = W <br /> USE TRAFFIC CONTROL MEASURES-IN.ACCORDANCE WITH THE MINNESOTA <br /> Mul <br /> ANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(MMUTCD)AS NECESSARY - r r <br /> N, M WHENEVER GRADING,UTILITY,OR PAVING OPERATION ENCROACH ONTO <br /> STORM SEWER NOTES ADJACENT STREETS OR PUBLIC RIGHT-OF-WAY. <br /> RESTORE DISTURBED STREET TO EXISTING OR BETTER SECTION. <br /> FIELD VERIFY SIZE,ELEVATION,AND LOCATION OF EXISTING STORM SEWER AND <br /> NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. SAW-CUT EXISTING BITUMINOUS AND CONCRETE CURB TO PROVIDE BUTT-JOINT - <br /> . PREPARED FOR: <br /> WHEN CALLED OUT AS PIPE,STORM SEWER SHALL BE REINFORCED CONCRETE FOUR INCHES OF CLASS 5 UNDER CURB IS INCIDENTAL TO CURB INSTALLATION. <br /> PIPE(RCP)ANSI 076 WITH R-4 GASKETS OR,IF ALLOWED BY CITY,HOPE PIPE LAKE ELM .MN55 <br /> 1SELECT <br /> LE T COMPANIES N <br /> MAY BE USED. (SEE PLAN FOR LOCATIONS WHERE RCP IS REQUIRED.) HDPE LAKE ELMO,MN 55042 <br /> LEGEND <br /> PIPE SHALL MEET THE REQUIREMENTS OF AASHTO M294,TYPE S WITH <br /> WATERTIGHT CONNECTIONS. USE SAND/GRANULAR MATERIAL FOR BACKRLLING - <br /> AND COMPACTION OF HDPE/PVC PIPE IN ACCORDANCE WITH THE <br /> REQUIREMENTS OF ASTM 2321. EXISTING LIGHT POLE ...,-_-__v:_-.__w--- EXISTING WATERMAIN <br /> EXISTING OVERHEAD ELECTRIC <br /> ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE EXISTING UTILITY POLE <br /> BUILDING OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH EXISTING UNDERGROUND ELECTRIC I' <br /> MINNESOTA RULES,PART 4715.282. a EXISTING WATER VALVE <br /> STORM SEWER PIPES TO BE JOINED TO THE CATCH BASIN MANHOLES W/ -- EXISTING UNDERGROUND TELEPHONE <br /> APPROVED RESILIENT RUBBER JOINTS TO MAKE THEM GASTIGHT OR B� PROPOSED WATER VALVE _ - EXISTING GAS <br /> WATERTIGHT. CEMENT MORTAR JOINTS ARE PERMITTED ONLY FOR REPAIRS VICINITY MAP -z EXISTING HYDRANT <br /> AND CONNECTIONS OF EXISTING LINES CONSTRUCTED WITH SUCH JOINTS. EXISTING SANITARY SEWER <br /> SITE PLANNING <br /> ' PROPOSED HYDRANT &ENGINEERING <br /> —=r> EXISTING STORM SEWER <br /> a EXISTING STREET SIGN PROPOSED WATERMAIN P10WE <br /> r>KV0 Q 9 EXISTING STORM MANHOLE - PROPOSED SANITARY SEWER <br /> ❑ PROPOSED STORM INLET SHEET INDEX ENGINEERING, <br /> INC..�sA�— PROPOSED STORM SEWER EN6INEERINC, C <br /> PROPOSED STORM MANHOLE ¢- -- PROPOSED DRAINTILE do CLEAN-OUTS <br /> a 8778 LAKE DRIVE <br /> s GeywaAa EXISTING SANITARY MANHOLE EXISTING 1-FT CONTOURS CO TITLE SHEET, NOTES & LEGEND suaE+1D <br /> LINO LAKES,MN 55014 <br /> y ,ssland wkeA EXISTING TELEPHONE MANHOLE -9io-- PROPOSED 1-FT CONTOURS Cl GRADING, DRAINAGE & EROSION CONTROL PLAN PHONE:(661)361-82'10 <br /> FAX:(651)361-8701 <br /> ® PROPOSED SANITARY MANHOLE PROPOSED SILT FENCE C`L UTILITY PLAN <br /> x 651.ZTG EXISTING SPOT ELEVATION GUTTER ( <br /> 4�s --...s.. x 934.3 EXISTING SPOT ELEVATION ?-1 EXISTING TREE C3 LANDSCAPE PLAN <br /> Ry c • X40.90 PROPOSED SPOT ELEVATION(+900) Lria' CLI. DETAILS <br /> 51 (GU7TERU O GROUND <br /> PROPOSED INLET PROTECTION C5 STORMWATER POLLUTION PREVENTION PLAN <br /> OUf1Ly ROBd E SURFACE,OR GROUND SURFACE WWW <br /> t: GUi1t0ed UNLESS OTHERWISE NOTED) <br /> v E <br /> - - TITLE SHEET,NOTES&LEGEND <br /> LilC 0 <br />