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HomeMy WebLinkAboutC501 Utility PlanREFER TO ELECTRICAL PLANS FOR CONTINUATION FROM UTILITY COMPANY-" CONTRACTOR TO COORDINATE. tip AtrigaN 911.00 902.91 TC 911.51 (IE IS PER R 910.50 911.57 1180) .62 LIM 9$ -•2 1Lg0)p1+ J TC 912.12 LF 5% 100 LF. 8" RCP NEW PULL BOX OIL SEPERATOR (SEE ARCHITECTURAL PLANS) 912.48 FUTURE BAY 197 LF. 18" RCP 0 0.9% 30 LF. 12' PRIVATE DRIVE Ug MEM 11.1©; 1 :;,s,1 910.44 UR 911.45 909.31 100 LF 18" RCP 1.24% 905.8 907.62 IE 903.83 910.44 903.01 EITILEM MEE TC 911.36 TC 911.36 900.05 0 0 CONNECT NEW 6" LATERAL TO 13' OF EXISTING 8" PVC STUB SEE LATERAL CONNECTION DETAIL SA -5. 4" GATE VALVE 6 "x6 x4" TEE w 4 =T G w w w O EDGE OF WOODS WOODED AREA PVC 909.461 F• SUMP GREASE /OIL INTERCEPTOR (SEE DETAIL MI -24) X \X x x Ft1TURE BUS PARKING J 0 170 F 22 4 RCP 4o% 11E 1895.251 48" Rc' NORMAL PO01493.00 (PER PLANS BY OTHERS) SANITARY SEWER SANITARY CLEANOUT SANITARY LATERAL SANITARY UNE SANITARY STRUCTURE NUMBER SANITARY CASTING ELEVATION EASEMENT LINE SANITARY SEWER EASEMENT S.S.E. SANITARY SEWER, DRAINAGE UTILITY EASEMENT CURB WITH SUBSURFACE DRAIN (SSD) CURB INLETS STORM SEWER INLETS STORM MANHOLE END SECTION STORM SEWER STRUCTURE NUMBER STORM SEWER INVERT ELEVATION TOP OF CASTING ELEVATION SWALE WITH SUBSURFACE DRAIN (SSD) UTILITY PLAN LEGEND PROPOSED CONSTRUCTION STORM SEWER WATER WATER LINE WATER VALVE PROPOSED ARE HYDRANT WATER METER PROPOSED BLOW OFF ASSEMBLY PROPOSED REDUCER PROPOSED "TEE" PROPOSED 45' ELBOW PROPOSED 90' ELBOW PROPOSED 27 ELBOW PROPOSED 11' ELBOW OVERHEAD ELECTRIC BURIED ELECTRIC ELECTRIC MANHOLE POWER POLE GUY WIRE TRANSFORMER ELECTRIC PEDESTAL GUY POLE ELECTRIC METER STREET UGHT STREET UGHT AREA UGHT FLOOD LIGHT OVERHEAD CABLE TELEVISION BURIED CABLE TELEVISION GAS LINE OVERHEAD TELEPHONE LINE BURIED TELEPHONE LINE CABLE RISER PEDESTAL GAS VALVE GAS METER ELECTRIC M •8.0. b 44 ITC 1715.501 S.S.,D.& U.E. 00 11E: 715.501 ITC: 715.501 U y 0 EM GAS CABLE TELEPHONE w w E BEC CTV BCTV G SANITARY MANHOLE T T T BTC BTC BTC H A 0.70% E BEC CTV BCTV G UTILITY PLAN NOTES' 1. SEE PLUMBING PLANS FOR PLUMBING DETAILS TO AREAS FIVE (5) FEET OUTSIDE AND INSIDE OF THE PROPOSED STRUCTURE. 2. WATER LINES THROUGHOUT THE PROJECT SHALL BE INSTALLED WITH AT LEAST 48 INCHES OF COVER TO PROVIDE PROTECTION FROM FREEZING. 3. LOCATIONS OF EXISTING UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR IS TO FIELD VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION. 4. PLASTIC WATER LINES ARE TO BEAR THE NSF SEAL OF APPROVAL AND MEET COMMERCIAL STANDARD NO. 256 -3, PRODUCT STANDARD 22 -70, OR ASTM D 2441. 5. SEE SHEET C502 FOR STORM SEWER DETAILS. 6. SEE SHEET C502 FOR SANITARY SEWER DETAILS. 7. WATER AND SEWER CROSSINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH "TEN STATE STANDARDS" AND LOCAL CODES. 8. WATER VALVES, HYDRANTS, AND FITTINGS SHALL COMPLY WITH THE CITY OF CARMEL WATER UTILITY SPECIFICATIONS. 'HOLEY HOLEY SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG IT'S THE LAW 1 -800- 382 -5544 CALL TOLL FREE 1 -800 -428 -5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. O: 119941945011100401Cad 1Eng\CDMC501.dwg, 2128!200511:41:42 AM, pklodzen, 1:1 Drawn Checked Approved Scale Sheet Date U LL 0 1= O 0 U O (I) U W U ICI n F-- w CONSULTANTS MAW AM R DAL 1 =30' 08/30/04 CD W C C L C C L C L L C C I- C 4 o0 rn N CD `t I N ;I- UD 0 0 z ND x Z Q L oo J O C1_ t\ Q z l 0 00 r` Project number PIC 0940501 -10( LANDSCAPE ARCHITECTURE LAND SURVEYORS CIVIL ENGINEERS LAND PLANNING ARCHITECTURE mini A Al A {T qty ARCHITECTURE '.V 7172 GRAHAM ROAD CIVIL ENGINEERS y,y, -4,�Y LANDSCAPE ARCHITECTURE a INDIANAPOLIS, INDIANA 46250 LAND PLANNING (317) 842 -6777 FAX (317) 841 -4798 LAND SURVEYORS 1'� Y a t s r E—Mail cripe ©cripe.biz TRANSPORTATION ENGINEERS GIS Architects Engineers UTILITY PLAN 126th AND SHELBORNE ROAD CARMEL, INDIANA 46033 CERTIFIED BY: 0 ��Q` piSTER, 0 s N S. am To PE19900458 S. STATE OF s 4 k. F S StON A `1E ?Judas's Drawn By: MAW Checked By: AMR Quality Assurance: DAL Scale: 0 Scale: 1" 30' M Sheet C 501 Date 08 -30 -04 Project Number 94501 -10040 REFER TO ELECTRICAL PLANS FOR CONTINUATION FROM UTILITY COMPANY-" CONTRACTOR TO COORDINATE. tip AtrigaN 911.00 902.91 TC 911.51 (IE IS PER R 910.50 911.57 1180) .62 LIM 9$ -•2 1Lg0)p1+ J TC 912.12 LF 5% 100 LF. 8" RCP NEW PULL BOX OIL SEPERATOR (SEE ARCHITECTURAL PLANS) 912.48 FUTURE BAY 197 LF. 18" RCP 0 0.9% 30 LF. 12' PRIVATE DRIVE Ug MEM 11.1©; 1 :;,s,1 910.44 UR 911.45 909.31 100 LF 18" RCP 1.24% 905.8 907.62 IE 903.83 910.44 903.01 EITILEM MEE TC 911.36 TC 911.36 900.05 0 0 CONNECT NEW 6" LATERAL TO 13' OF EXISTING 8" PVC STUB SEE LATERAL CONNECTION DETAIL SA -5. 4" GATE VALVE 6 "x6 x4" TEE w 4 =T G w w w O EDGE OF WOODS WOODED AREA PVC 909.461 F• SUMP GREASE /OIL INTERCEPTOR (SEE DETAIL MI -24) X \X x x Ft1TURE BUS PARKING J 0 170 F 22 4 RCP 4o% 11E 1895.251 48" Rc' NORMAL PO01493.00 (PER PLANS BY OTHERS) SANITARY SEWER SANITARY CLEANOUT SANITARY LATERAL SANITARY UNE SANITARY STRUCTURE NUMBER SANITARY CASTING ELEVATION EASEMENT LINE SANITARY SEWER EASEMENT S.S.E. SANITARY SEWER, DRAINAGE UTILITY EASEMENT CURB WITH SUBSURFACE DRAIN (SSD) CURB INLETS STORM SEWER INLETS STORM MANHOLE END SECTION STORM SEWER STRUCTURE NUMBER STORM SEWER INVERT ELEVATION TOP OF CASTING ELEVATION SWALE WITH SUBSURFACE DRAIN (SSD) UTILITY PLAN LEGEND PROPOSED CONSTRUCTION STORM SEWER WATER WATER LINE WATER VALVE PROPOSED ARE HYDRANT WATER METER PROPOSED BLOW OFF ASSEMBLY PROPOSED REDUCER PROPOSED "TEE" PROPOSED 45' ELBOW PROPOSED 90' ELBOW PROPOSED 27 ELBOW PROPOSED 11' ELBOW OVERHEAD ELECTRIC BURIED ELECTRIC ELECTRIC MANHOLE POWER POLE GUY WIRE TRANSFORMER ELECTRIC PEDESTAL GUY POLE ELECTRIC METER STREET UGHT STREET UGHT AREA UGHT FLOOD LIGHT OVERHEAD CABLE TELEVISION BURIED CABLE TELEVISION GAS LINE OVERHEAD TELEPHONE LINE BURIED TELEPHONE LINE CABLE RISER PEDESTAL GAS VALVE GAS METER ELECTRIC M •8.0. b 44 ITC 1715.501 S.S.,D.& U.E. 00 11E: 715.501 ITC: 715.501 U y 0 EM GAS CABLE TELEPHONE w w E BEC CTV BCTV G SANITARY MANHOLE T T T BTC BTC BTC H A 0.70% E BEC CTV BCTV G UTILITY PLAN NOTES' 1. SEE PLUMBING PLANS FOR PLUMBING DETAILS TO AREAS FIVE (5) FEET OUTSIDE AND INSIDE OF THE PROPOSED STRUCTURE. 2. WATER LINES THROUGHOUT THE PROJECT SHALL BE INSTALLED WITH AT LEAST 48 INCHES OF COVER TO PROVIDE PROTECTION FROM FREEZING. 3. LOCATIONS OF EXISTING UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR IS TO FIELD VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION. 4. PLASTIC WATER LINES ARE TO BEAR THE NSF SEAL OF APPROVAL AND MEET COMMERCIAL STANDARD NO. 256 -3, PRODUCT STANDARD 22 -70, OR ASTM D 2441. 5. SEE SHEET C502 FOR STORM SEWER DETAILS. 6. SEE SHEET C502 FOR SANITARY SEWER DETAILS. 7. WATER AND SEWER CROSSINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH "TEN STATE STANDARDS" AND LOCAL CODES. 8. WATER VALVES, HYDRANTS, AND FITTINGS SHALL COMPLY WITH THE CITY OF CARMEL WATER UTILITY SPECIFICATIONS. 'HOLEY HOLEY SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG IT'S THE LAW 1 -800- 382 -5544 CALL TOLL FREE 1 -800 -428 -5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. O: 119941945011100401Cad 1Eng\CDMC501.dwg, 2128!200511:41:42 AM, pklodzen, 1:1 Drawn Checked Approved Scale Sheet Date U LL 0 1= O 0 U O (I) U W U ICI n F-- w CONSULTANTS MAW AM R DAL 1 =30' 08/30/04 CD W C C L C C L C L L C C I- C 4 o0 rn N CD `t I N ;I- UD 0 0 z ND x Z Q L oo J O C1_ t\ Q z l 0 00 r` Project number PIC 0940501 -10( LANDSCAPE ARCHITECTURE LAND SURVEYORS CIVIL ENGINEERS LAND PLANNING ARCHITECTURE mini A Al A