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NOT IN CONTRACT <br />/ <br />//. <br />/1 / <br />/ / <br />// <br />e/ <br />/ / • <br />NOT IN CONTRACT <br />(N.I.C.) <br />TEMPORARY <br />/ T HYDRAN 09,3 <br />CND AN <br />W/3 <br />B•X6' REDUCER -/ <br />o �B' 45' BEND <br />/ r 22.5' BEND <br />L---T <br />\ �8' 45' BEND <br />NOT IN CONTRACT <br />(N.I.C.) <br />NOT IN CONTRACT <br />(N.I.C.) <br />ECS DRAINAGE <br />SYSTEM -SEE r <br />DETAIL / <br />• <br />7 <br />FORMPAVE WITH <br />CURB EDGING <br />HYDRANT W /GV <br />GND 0.906.1 <br />\A'{/C 22' -6 DIP <br />8 TEE <br />C%6' REDUCER <br />6 -22.5 BEND <br />6'- 11.25' BEND <br />•/ S7-21-QCTOM <br />• 29' -8' PVC <br />STUB O 0S0% <br />IE.89L07 <br />,-r GATE VALVE <br />G PIUG <br />LBRt7 <br />/ <br />/ <br />/ FES -100 <br />• IE -85 00 <br />5-2X3' CATCH BASINS <br />CONNECTED WITH 10 RCP <br />RE- 904.06 <br />E.89909 <br />199' -18' RCP O 1.005-, <br />B' CROSS <br />8' GATE VALVE <br />MAINTAIN 1.5' MIN. CLEARANCE / <br />BETWEEN PIPES (TOP) <br />4' WIDE INSULATON.� <br />4' THICK (TYP) <br />8• CATE VALVE � LT? <br />TEE <br />/3" DIP X <br />'T <br />1.5' CORP. STOP -'/ /- • <br />38' -1.5' TYPE IC COPPER <br />P T1AL IRRIGATION BOX A <br />ATE W /OWNER'S REP.) <br />BUILDING NOT IN <br />CONTRACT <br />(N.I.C.) <br />8' GATE VALVE <br />8" PLUG <br />8 CROSS <br />21. -8' PVC 0 0.500 <br />STUB IE889.34- <br />8. 22.5' BEND <br />0 11.25' BEND <br />L34' -8• PVC O 0.508 <br />STU8 10.891.09 <br />-8 PUJG <br />T. CARP. STOP <br />3B' -1 TYPE K COPPER <br />8' 45' 8END--. <br />B' DP <br />8' GATE VALVES <br />CONNECT TO EXISTING STUB <br />(FIELD VERIFY LOCATION) <br />WA91E <br />-8• PLUG <br />■ u <br />11 <br />12' -6' PVC 0 1.04% <br />STUB 10.904.71 <br />BUILDING NOT IN <br />CONTRACT <br />(N.I.C.) <br />POTENTIAL IRRIGATION B00 B <br />(COORDINATE W /OYBHER'S REP_) <br />STMH1101 <br />RE- 907.10 <br />IDS ).904.58 <br />IE(I 904.32 <br />-4 VA LATION. <br />4' THICK <br />94' -8' PVC 0 1.040 <br />ROOF DRAIN LOCATION <br />36'-6' PVC 0 1.108 <br />10.9' RISER <br />STUB 10.900.50 <br />MUM i <br />RE- 904.00 <br />5.889.24 <br />BETTY'S PIES <br />BLDG: 7,035 S.F. <br />SITE 029 ACRE <br />'NOTE: ROOF STORAGE TO BE <br />U110712E0 FOR STORMWATER <br />RATE CONTROL (5E <br />ARCHITECTURAL PLANS) <br />15 LF. TRENCH DRAIN <br />RE- 907.90 <br />15.905.56 <br />T_ <br />` -9' -8' PVC O 8.408 <br />CONNECT TO EXISTING STUB <br />15- 889.20 (R0LD VERIFY) <br />-- ------- - -. - -- ..TOWN CENTER PARKWAY <br />JJ <br />P' <br />NECT TO EXISTING STUB <br />(FIELD VERIFY LOCATION) <br />CONNECT TO EXIS71140 STUB <br />10.890.79 (FIELD VERIFY) <br />CONNECT TO EXISTING STUB <br />10.897.90 (FIELD VERIFY). <br />20 <br />4- UTILITY NOTES: -IS' <br />1. CONTRACTOR SHALL 010LD VERIFY LOCATIONS AND <br />ELEVATIONS OF EXISTING UTWTE5 AND TOPOGRAPHIC <br />FEATURES PRIOR TO THE COMMENCEMENT OF SITE GRADING. <br />THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER <br />OF DISCREPANCIES OR VARIATIONS FROM THE PLANS <br />2 ALL EXISTING U19JTY 2OCA1I0N5 SHOWN ARE APPROXIMATE. <br />CONTACT "GOPHER STATE ONE CALL' (651- 454 -0002 OR <br />800 -252 -1156) FOR UTILITY LOCATIONS, 72 HOURS PRIOR TO <br />CONSTRUCTION. <br />3. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT <br />EDITION OF -STANDARD SPECIFICATIONS FOR WATER MAIN AND <br />SERMCE LINE INSTALLATION' AND 'SANITARY SEWER AND <br />STORM 50928 INSTALLATION' AS PREPARED BY THE CITY <br />ENGINEERS A550CtAT10N OF MINNESOTA AND SHALL CONFORM <br />WITH CITY REQUIREMENTS. <br />4. REFER TO SITE PLAN FOR CURRENT HORIZONTAL <br />DIMENSIONS AND LAYOUT. <br />5. ALL WATER PIPE 94AL1 BE DUCTILE IRON PIPE (DIP) CLASS <br />52 UNLESS OTHERWISE NOTED. <br />6. ALL SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE <br />PIPE (PVC) SDR 35 UNLESS OTHERWISE NOTED. <br />7. ALL STORM SEWER PIPE SHALL BE REINFORCED CDNRE1E <br />PIPE (RCP) UNLESS OTHERN15E NOTED. <br />8. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF <br />MIXTURES. <br />9 CATCH BASINS AND MANH0LE5 IN PAVED AREAS SHALL 8E <br />5UMPE0 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE <br />SURFED 0.15 FEET PER DETAILS, RIM ELEVATIONS 5HONN ON <br />THIS PLAN DO NOT 80010CT SURFED ELEVATIONS <br />10. ALL FIRE HYDRANTS SHALL BE LOCATED 4 FEET BEHIND <br />BACK OF CURB UNLESS OTHERWISE NOTED, <br />11. TYPICAL HYDRANT =51510 OF: HYDRANT, GATE VALVE, <br />2.5' OF 6• DIP WATERMAIN AND ANY HYDRANT EXTENSION. <br />HYDRANT EXTENSIONS SHALL BE 140508TAL. <br />12. A MINIMUM OF 8 FEET OF COYER I5 REQUIRED OVER ALL <br />WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE <br />REWIRED TO MAINTAIN A 19611.9U14 OF 18' VERTCAL <br />SEPARATION TO SANITARY OR STORM. SEWER UNES. EXTRA <br />DEPTH WATERMAN IS INCIDENTAL <br />13. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND <br />10 FEET OF HORIZONTAL SEPARATION IS REWIRED FOR ALL <br />MITES, UNLESS 0171ERWI5c NOTED. <br />14. COORDINATE LOCATIONS OF SERVICE CONNECTIONS AND <br />SIZES WITHIN THE BUILDING MTH THE MECHANICAL DRAWINGS. <br />15. COORDINATE INSTALLATION AND SCHEDUUNG OF NEW <br />UTILITIES, IRRIGATION SYSTEM. AND UNDERORAINS WITH <br />ADJACENT CONTRACTORS AND CITY STAFF. <br />16. CONTRACTOR SHALL MAINTAIN 65 -BUILT PLANS <br />THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO <br />ENGINEER UPON COMPLETION OF WORK <br />4- STRUCTURE SCHEDULE: -) <br />5)811C11 IRE S12E 5501ING <br />M14-1 48' DIA R -1642 <br />154-2 48' DIA R -1642 <br />05-1 2'X3' RECT. R -4640 <br />CB -2 2'03' RECT. R -4840 <br />C8-3 21(3' RECT. R -4840 <br />CB -4 TX0 RECT. 11-4840 <br />09 -5 2'03' RECT. R -4540 <br />STM8- 101 48' DIA R -1642 <br />e NEENAH FOUNDRY COMPANY OR APPROVED EQUAL <br />• f, <br />FOR BID ONLY <br />NOT FOR CONSTRUCTION <br />Gl KKV4000L1m5. NALImRP LIMO AM mr ASxrte[mm.a.a000ze.®r <br />ARCHITECT/ENGINEER. <br />PLANNER <br />II: <br />;HARTFORD <br />1 OOOPA%ElN.[ <br />I Ind, 4559 Vol the FIe2 4595909 <br />iwaft sm PP. by me or war p my <br />mn g_45 9N I w 5 YW/ <br />Ls* Fmiard Dam per 9e <br />kw et IN Pete of Wrewto. <br />9oM Avon IL Ikam lh 072S <br />CONSULTANT: <br />OWNER: <br />LEGACY <br />HOLDINGS -LL, <br />LLC <br />1U1m9KGIEIREE LANE <br />tEENARAINE,EW <br />Gu15Am <br />OK: 95240= <br />PROJECT: <br />BETTY'S <br />PIES <br />OF <br />LEGACY AT <br />WOODS <br />EDGE <br />LINO LAKES <br />TOWN <br />CENTER <br />PARKWAY <br />ISSUE: <br />9-16 -55 - CIIT REVIEW SET <br />9 -28-05 - 80 SET <br />1 REV. THIS SHEET <br />SHEET TIRE: <br />UTIUTY <br />PLAN <br />SHEET NUMBER: <br />C4.0 <br />