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OUTLDT C <br />VICINITY MAP <br />f le 1, �•' f� J <br />�umn• <br />- <br />-�_ SITElk <br />z <br />- f <br />4f <br />Rat <br />N.T.S. <br />SHEET INDEX <br />OUTLOT D <br />(FUTURE POND) <br />CI] TITLE SHEET & LEGEND <br />01 GRADING, DRAINAGE & ESC PLAN <br />02 UTILITY PLAN <br />03.1 DETAILS <br />C3.2 DETAILS <br />04.1 STORM WATER POLLUTION PREVENTION PLAN <br />04.2 STORM WATER POLLUTION PREVENTION PLAN <br />LOT 1 <br />BLOCK ONE <br />615 <br />6 i 5 <br />7 <br />6 ; 5 <br />7 1 8 <br />` T�14TfR sr N <br />6 i 5 <br />ST N <br />---- --- <br />-------- ------ i --- -- <br />th, <br />� � �4�9a • � 7 <br />� Eli i i s <br />4 \ E ❑ <br />I I I I <br />❑ Q] ❑ ❑ 1 <br />y <br />1457H ST N <br />LEGEND <br />�Olf <br />DUSTING OVERHEAD ELECTRIC <br />1— <br />PROPOSED WATER PIPE <br />--�1\r— <br />EIGSTING UNDERGROUND TELEPHONE <br />----- 0— <br />PROPOSED SANITARY SEWER PPE <br />tea— <br />DUSTING UNDERGROUND GABLE <br />-°--r-DP <br />PROPOSED STORM SEWER PIPE <br />Q <br />EXISTING TELEPHONE PEDESTAL <br />® <br />PROPOSED STOW) MANHOLE <br />G7 <br />EXISTING ELECTRICAL PEDESTAL <br />EMS71NG SANITARY SEWER LOCATION, ST% AND ELEVATION SHALL BE <br />ail <br />m G N x <br />P <br />VERIFIED IN THE FEED PRIOR TO CONSTRICTION. NOTIFY ENGINEER OF <br />ANY DISCREPANCIES PRIOR TO ANY INSTALLATION& <br />D <br />PROPOSED CATCH BASIN <br />a <br />EXISTNC CABLE PEDESTAL <br />A <br />PROPOSED FLARED -END SECTION <br />mD <br />EXISIWG UTILITY POLE <br />MAINTAIN MINBNLI 7.5 -FT COVER TO TOP OF ALL WATER MAN PIPE, <br />INSTALLATION. <br />>} <br />DUSTING LINT POLE <br />$p <br />PROPOSED GATE VALVE <br />—D'�— <br />DUSTING STORM SEMEN <br />PHONE (661) a51 ffi10 <br />PROPOSED HYDRANT <br />�1— <br />DaSING WATER MAIN <br />® <br />PROPOSED SANITARY SEWER MANHOLE <br />�— <br />D STING SANITARY SEWER <br />�230— <br />PROPOSED CONTOUR <br />-END LAYING LENGTH OF APRON 7D BE DEDUCTED <br />FROM PAYMENT <br />DUSTING STORM MANHOLE <br />LENGTH OF PIPE <br />U (9 <br />a� <br />X520.60 <br />PROPOSED SPOT ELEVATION <br />EXISTING CATCH BASIN <br />x <br />HDNTRI w. 9IROHONs <br />ACCORDANCE WITH MINNESOTA RULES, PART 4715.262E <br />EXISTING FLARED -END SECTION <br />�l ACF. OR GROUND SIWACe <br />WNLlii OTIIFRMRE HWATTO) <br />—m— <br />PROPOSED SILT FENCE <br />Lig <br />EXISTING GATE VALVE <br />O <br />WATERTIGHT. CEMERT MORTAR JOINTS ARE PERMITTED ONLY FOR <br />ED57ING HYDRANT <br />PROPOSED DIRECTION OF DRAINAGE <br />® <br />DUSTING SANITARY SEWER MANHOLE <br />® <br />PROPOSED RIP -RAP <br />=yapp <br />D <br />PR(ROSM FlLTRA760N MEDIA <br />_28_ <br />EOUSTING CONTOUR <br />ASSOCIATES, <br />LLC <br />WITH IRE REOUIREMENTS OF ASTI 2321. <br />xr" <br />OUSTING SPOT ELEVATION <br />Q <br />PROPOSED INLET PROTECTION <br />ETUSDNO BITUMINOUS <br />DaSDNG TREES <br />DRAWN BY: DESIGN BY: <br />A.O. A.G. <br />CHCKO BY: P1TOA NO. <br />C. W.P. 14-1466 <br />OIWOINALOATE <br />—z—x� EIQSTING TERM <br />DUSTING WETLAND <br />GENERAL NOTES <br />THE IRRORMAITON SHOWN ON THESE CRAVINGS CONCERNING TYPE AND <br />LOCATION OF EGSTING UNITIES I5 NOT GUARANTEED TO BE ACCURATE <br />OR ALL INCLUSIVE THE CONTRACTOR IS RESPONSIBLE FOR MAKING <br />HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTIUTIE4 AS <br />NECESSARY TO AVOID DAMAGE TO THESE UTILITIES <br />CALL'6T1' FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY <br />EXCAVATIONS. <br />1HE CONTRACTOR SHALL FLEW VERIFY SIZE ELEVATION. AND LOCATION <br />OF DUSTING SANITARY SEWER. STORM SEWER, AND WATER MAIN AND <br />NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF <br />INSTALLATION& <br />INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD <br />SPECFlCATH)NS AND DETAIL PLJAIEL <br />THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A <br />MINIMUM OF 24 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER <br />OR WATER SERVICES TO EmS7mC HOMES OR 801INESSES. <br />STORAGE OF MATERIALS OR EOUIPMENT SHALL NOT BE ALLOWED ON <br />PUBLIC STREETS OR WITHIN PUBLIC RIONT-OF-WAY. <br />MOIIFY CITY A MINIMUM OF 46 HOURS PRIOR TO 74 COMMENCEMENT <br />OF CONNSIAUCTION. <br />ALL ELM781C, TELEPHONE. AND GAS EKIENSONS NCLUDNG SERVICE <br />LINES SHALL SE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY <br />SPECIFICATIONS. ALL UIRITV DISCONNECTIONS SIHALL Be COORDINATED <br />VATH THE APPROPRIATE UTILITY COMPANY. <br />WATER MAIN NOTES <br />3S S <br />DOSING WATER MAN LOCATION AND SIZE SHAUL BE VERIFIED IN THE <br />mLc`o <br />W SI <br />FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY <br />D <br />._j'� <br />DISCREPANCIES PRIOR TO ANY INSTALLATIONS. <br />REMOVAL AND DISPOSAL OF EXISTING STREET MATERIALS AS REQUIRED <br />PROVIDE PIPE INSULATION WHERE SEWER (SANITARY OR STORM) <br />FOR CONSTRICTION IS CORSOERED INCIDENTAL <br />II�� <br />SANITARY SEWER NOTES <br />t i z g'� <br />e�G <br />N <br />EMS71NG SANITARY SEWER LOCATION, ST% AND ELEVATION SHALL BE <br />ail <br />m G N x <br />P <br />VERIFIED IN THE FEED PRIOR TO CONSTRICTION. NOTIFY ENGINEER OF <br />ANY DISCREPANCIES PRIOR TO ANY INSTALLATION& <br />w a <br />S <br />PROPOSED <br />r P G <br />PLOW E <br />SANITARY SEWER SHALL BE PVC SCR 34. <br />POOR INCHES OF MASS 5 UNDER CURB IS INCIDENTAL TO CURB <br />ENGINEERING, INC. <br />MAINTAIN MINBNLI 7.5 -FT COVER TO TOP OF ALL WATER MAN PIPE, <br />INSTALLATION. <br />6770 LAKE DRIVE <br />STORM SEWER NOTES <br />NLRB ENDS SHALL TERMINATE IN A 7HREE-:GGT BEAVER TAIL <br />SUITE Ila <br />LIND LAKES. MN 06014 <br />PHONE (661) a51 ffi10 <br />FIELD VERIFY SIE, ELEVATION. ANp LOCATION OF DRSTING STORM <br />O <br />FA%; (661)801.0]01 <br />SEWER AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR 70 ANY <br />INSTALLATIONS. <br />z <br />NORTH <br />STOWSEWER LENGTHS INCLUDE THE LAYING LENGTH OF THE <br />FLARED SECTOR. <br />Z <br />zw <br />LU o � <br />O <br />I <br />-END LAYING LENGTH OF APRON 7D BE DEDUCTED <br />FROM PAYMENT <br />C <br />LENGTH OF PIPE <br />U (9 <br />a� <br />ALL PORTIONS OF TIHE STORM SEWER SYSTEM LOCATED Y07HIN 10 FEET <br />O <br />OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED IN <br />x <br />I NCH -100 FEET <br />ACCORDANCE WITH MINNESOTA RULES, PART 4715.262E <br />Z <br />— <br />STORM SEWER PIPES TO BE JOINED TO 1HE CATCH BASIN MANHOLES <br />W/ APPADVEO RESU:RT RIBBER JOWTS TO MAKE MEM GASTtWT OR <br />O <br />WATERTIGHT. CEMERT MORTAR JOINTS ARE PERMITTED ONLY FOR <br />REPAIRS AND CONNECTIONS Or DUSTING UNIS CONSTRUCTED WITH <br />SUCH JOINTS. <br />PREPARED FOR: <br />HOPE PIPE SHALL LLL SMOOTH INTERIOR WITH CORRUGATED EXTERIOR <br />WITH WATERTIGHT JOINT& USE SAHO/CRANILAR MATERIAL FOR <br />ORCHARD HILL <br />BACKFILLING AND COMPACTOR OF HOPE/PVC APE IN AODDADANCE <br />ASSOCIATES, <br />LLC <br />WITH IRE REOUIREMENTS OF ASTI 2321. <br />WATER MAIN NOTES <br />DOSING WATER MAN LOCATION AND SIZE SHAUL BE VERIFIED IN THE <br />CORK g RITRMINORS NOTES <br />FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY <br />DISCREPANCIES PRIOR TO ANY INSTALLATIONS. <br />REMOVAL AND DISPOSAL OF EXISTING STREET MATERIALS AS REQUIRED <br />PROVIDE PIPE INSULATION WHERE SEWER (SANITARY OR STORM) <br />FOR CONSTRICTION IS CORSOERED INCIDENTAL <br />II�� <br />CROSSES WITHIN I8' OF WATER MAN. <br />SAW -LLT EOOSTRIG BITUMINOUS AND CONCRETE CURB TO PROVIDE <br />PROPOSED WATER MAN SHALL BE OP CLASS 52. <br />BUTT --MT. <br />SFFE PLANNING <br />& ENGINEERING <br />RESTORE OISTUABED STREET TD mS1NEC <br />G oA BETTER STION. <br />MECHANICAL A DJOINTSLAR SHALL BE USED FOR WATER MANN PIPES 4' IN <br />AW <br />DIAMETER AND LARGER. RUBBER CASKETS SHALL CONFORM 7b ATYNA <br />SACKFlLLJNG OF CURB IS INCIDENTAL TO CURB INSTALLATION. <br />PLOW E <br />(AEI <br />6111 (ANS A21.11). <br />POOR INCHES OF MASS 5 UNDER CURB IS INCIDENTAL TO CURB <br />ENGINEERING, INC. <br />MAINTAIN MINBNLI 7.5 -FT COVER TO TOP OF ALL WATER MAN PIPE, <br />INSTALLATION. <br />6770 LAKE DRIVE <br />NLRB ENDS SHALL TERMINATE IN A 7HREE-:GGT BEAVER TAIL <br />SUITE Ila <br />LIND LAKES. MN 06014 <br />PHONE (661) a51 ffi10 <br />� E D <br />RECEIVED <br />FA%; (661)801.0]01 <br />NORTH <br />(� <br />j.:Ir� I �13EI± <br />a� <br />Per_ —063 <br />TITLE SHEET <br />HUGO SENIOR <br />I NCH -100 FEET <br />HOUSING COMMUNITY <br />CO <br />