04/12/2006 P&Z Packet - Laserfiche WebLink

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ICKOTR AAi INC.' ISSUE: 12/28/0.5 PRELIM. SITE PLAN 3/10/08 CRY SUBMITTAL 4/3/06 CITY COMMEND S REV. THIS SHEET 0 NO REV. THIS SHEET IPC.•∎ Td ;11VC� 09230 ■ S 1 �`� -� / I i`a0\ 1 ITT C.I.M H -C T OTHERS .8967 Lt 4 OONNECT TO DOMING PVC STUB IE- 893.87 (FEED VERIFY) ■ '11 t7=1 --� Byt EENGV 1 H ! U?NE( TOWN pow I m/Lpisc. TYd'E I IE 2.92 etkONOK ( R EU TOWN NtA` -t BJ:I 7 I SIN 4TYPE 0 S�- 896.30 ) )I{t8B8.22 1L EXISTING WETLAND 4- UTILITY NOTES: -- 1. CONTRACTOR SHALL FIELD NERIFY LOCATION AND ELEVATION OF EXISTING U1U11ES AND TOPOGRAPHIC FEATURES PRIOR TO DE COMMENCEMENT OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. 2. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE CONTACT "GOPHER STATE ONE CALL' (851- 454 -0002 OR B00- 252-1168) FOR UTILITY LOCATIONS, 72 HOURS PRIOR TO CONSTRUCTION. 3. UTIUTY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF 'STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION' AND 'SANITARY SEWER AND STORM SEWER INSTALLATION' AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA, AND SHALL CONFORM VAIN CITY REQUIREMENTS 4. REFER TO THE SSE LAYOUT PLAN FOR CURRENT HORIZONTAL DIMENSIONS AND LAYOUT. 5. ALL WATER PIPE SHALL BE DUCTILE IRON PIPE (DIP) CLASS 52 UNLESS OTHERWISE NOTED. B. ALL SANITARY SEVER PIPE SHALL BE POLYVINYL CHLORIDE PIPE (PVC) SEW 35 UNLESS OTHERWISE NOTED. 7. ALL STORM SEWER PIPE SHALL BE RENFORCED CONRETE PIPE (RCP) UNLESS OTHERWISE NOTED. 8. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURES. 9. CATCH BASINS AND MANHOLES N PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS 10. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. 11. TYPICAL HYDRANT CONSISTS OF: HYDRANT, GATE VALVE, 25 OF 8' DIP WATERMAN AND ANY HYDRANT EXTENSION. HYDRANT EXTENSIONS SHALL BE INCIDENTAL. 12. A MINIMUM OF B FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18' VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL 13. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND ( 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED. 14. COORDINATE LOCATIONS OF SERVICE CONNECTIONS AND SIZES WITHIN THE BUSSING VATH THE MECHANICAL DRAWINGS 10 CONNECT TO LIFT STATION (BY OTHERS) IE(NE)•885.88 (FIELD VERIFY) 8 i r /POND 3 OWL B85.40 HWL 089.70 EXISTING WETLAND MN -10 _. R- 895.E1Q," 1E .1187.92) 708.94 __ EXISTING WETLAND 15. COORDINATE INSTALLATION AND SCHEDULING OF NEW UTILITIES IRRIGATION SYSTEM. AND UNDERDRAINS WITH ADJACENT CONTRACTORS AND CITY STAFF. 16. CONTRACTOR SHALL MAINTAIN AS -BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK. 4- STRUCTURE SCHEDULE: --(> STRUCTURE SIZE C6ENG! M1/ -1 48' DIA R -1642 MM -2 48' DIA. R -1642 MH -3 46' DIA. R -1842 MH -4 48' DIA R -1842 MH -5 48' DIA. R -1642 OH -6 48' DIA R -1642 9,4 -7 48' DIA R -1842 MH -8 46' DIA R -1642 MH -9 48' DIA R -1842 1.1H -10 48- DIA R -1842 • NEENAH FOUNDRY COMPANY OR APPROVED EQUAL 20 0 ?APB? 0 2006 %) FOR REVIEW ONLY NOT FOR CONSTRUCTION ARCHITECT/ENGINEER PLANNER HARTFORD usweaurwomm 15:118996599 9999 Iri say WW Si pa;ea* • ▪ iWdddm Atli I rn. 44 Woad /,ol d F qinr wrier W. • d W. die d IErrnla. bd. Awe Its 16 42723 CONSU LTANT: OWNER: LEGACY HOLDINGS LL.., LLC. 1200 WELLS f.192019 vA 7900 n92299999129 5N 8ll0,n4(14 011, MN 55131 LO/52100 Ei (952)89,2101 PROJECT: LEGACY TOWNHOMES LEGACY AT WOODS EDGE MINNESOTA LINO LAKES MINNESOTA SHEET TITLE: PRELIMINARY SANITARY SEWER & WATERMAIN PLAN SHEET NUMBER: C4.0 ® tavMGHT NN; 15982800I98(IV NE OIL NIOVECIMB161MSWw4EB