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Home My WebLink About03100003 Hazel Dell Corner, Lot 4 Phase II Construction Plans Pg. Fo L J 0 0 PROPOSED. D. U. E. 101 LF OF 12" RCP 0.35% SAN 1H6 LF OF PVC I C� 1.0 MIN. SAN. Li \L 90. 4 ELBOW PROPOSED D. U. E. 2 "JJIJCTILE I 27 LF OF 6" PVC FOR ROOF FOR 1 LF OF PVC F ROOF �Ow W R SE v CE LI 6" J DRAIN JE GAS METERS ELECTRIC METERS 1T., SEE PLUMBING PLAN FOR EXACT, LOCATION, AND INVERTS. GAS METERS L WATER METER TO BE INSIDE BUILDING, SEE I® PLUMBING PLAN FOR 11 CONNECTION 1 ®111■011111■LI ■111111W ■1 1 T MEI 9 8 .9 RELOCATE DOSING SVYALE AS NUDE PARKING CONSTRUCTION. MAINTAIN POSITIVE DRAINAGE TO POND. EXTEND PPE$ A NEEDED 22.5 INSTALL TEMPORARY STONE PATH! SEE DETAIL ON SHEET C101 ENB 2 4 7 Rq,N .___._..ELT___...... E, JO' PEES D Aw n PED ESTRIAN E4 SEPENT 89 35'24 INSTALL TEMPORARY STONE PATH SEE DETAIL ON SHEET C101, EXTEND EXISTING PATH ON 131st ST. IBMENFICIFEMARIK T.B.M. 2 5/8" REBAR WITH RED CAP AT DELAWARE COMMONS SUBDIVISION CONTROL POINT 1005 ELEV.- 779.91 T.B.M. 3 BRONZE DISK ON TOP OF SOUTHWEST CORNER BRIDGE WALL OVER MITCHENER DITCH ON HAZEL DELL RD. STAMPED "HAMILTON COUNTY GEODETIC CONTROL" 2.5 FEET ABOVE SIDEWALK. ELEV.- 769.39 NOTE: T.B.M. 3 ELEVATION WAS BASED FROM ADJOINING SUBDIVISION AND DOES NOT REFLECT H.C. PUBLISHED DATA. ITIFILZW "]NiCY 1. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 2. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL SHALL APPLY FOR ALL SANITARY SEWERS, WATER LINES AND STORM SEWERS. 3. ANY PART OF THE UTILITY LINE TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 4. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 5. WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUTOFF VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING. 6. CONTRACTOR TO CONTACT INDIANA GAS COMPANY FOR GAS CONNECTION TO MAIN. MAIN CONNECTION LOCATION IS TO BE COORDINATED WITH GAS COMPANY ((317) 776 5533). 7. WATER METER TO BE INSIDE BUILDING. COORDINATE WITH PLUMBING PLANS. 8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE 0.S.H.A. STANDARDS FOR WORKER SAFETY. 9. WATER SERVICE LINE SHALL BE DUCTILE IRON PER CARMEL UTILITY REQUIREMENTS. BACKFILL ALL WATER SERVICE LINE TRENCHES WITH GRANULAR MATERIAL. 10. DOWNSPOUTS TO BE CONNECTED TO PVC PIPE PER PLANS. PROVIDE 1% SLOPE MINIMUM. r CURB INLET GAS Indiana Gas Company 15900 Allisonville Road P.O. Box 1700 Noblesville, IN 46060 (317) 776 -5533 TELEPHONE Ameritech 5858 North College Avenue Indianapolis, IN 46220 (317) 252 -4275 STORM SEWER SANITARY SEWER PRIVATE WATER Carmel City Utilities I Civic Square Carmel, IN 46032 (317) 571 -2442 STORM STRUCTURE SCHEDULE r STRUCTURE ~=;C)M FC i'Y�- L 1 CAS 601 1 602 602 61,E 603 604 I CURB INLET 604 ..o_ END SECTION UTILITIES CARMEL RI WI TC. 770.9 N/A HOLEY MOLEY SAYS DON'T DIG BLINDn 'IT'S THE LAW'' CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS 69 1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. ELECTRIC Cinergy 1441 South Guilford P.O. Box 876 Carmel, IN 46032 (317) 581 -3040 CABLE TV Jones Intercable 516 East Carmel Drive P.O. Box 668 Carmel, IN 46032 (317) 848 -4726 Carmel City Utilities 1 Civic Square Carmel, IN 46032 (317) 571 -2442 STREETS PRIVATE Utility Hotline: within Indiana 1 -800- 382 -5544 outside indiana 1 -800- 428 -5200 U.S. NVERT 767.80 G I/ S WERT 188 Rill 6E i6b' ?66 661 +.fktl fYd! F68 661 66! 168 t[&9 F c.o. w w T LIEN111) E 1 NOTE The size and location of utilities are per plans and locations provided by the respective utility companies. All utility companies shall be notified prior to any excavation for field location of services. ASSUMED NORTH SCALE: 1 =30' Existing Storm Sewer Existing Sanitary Sewer New Sanitary Sewer (Laterals are shown for reference only) Sanitary Sewer clean -out New Storm Sewer Utility Drainage Esmt. Building Setback Line Existing Fire Hydrant Existing Water Valve New Water Valve New Water Main Existing Water Main New Gas Main Existing Gas Main New Electric Line Existing Overhead Line New Telephone Line Existing Telephone Line Existing Utility Pole Existing Trees Sub Surface Drain R- s 770.45 R-3010 i 768.50 1 769.0 767.45 12 101 767 5 766.30 12 I 74 762.00 761.00 12 NOTES w 0 U 0 CC U w z Q o' w 0. W w 0 U 1 N 1 v 1 Ri c r N 0.10100357 j 0 STATE F �!V ANP fil /ON AL �ll DA 10/03/03 THIS DRAWN': AND THE IDEAS, DESIGNS AND CONCEPTS CON'41NED HEREIN ARE THE EXCLUSIVE INTELLECTUA PROPERTY OF THE SCHNEIDER CORPORATION. AND ARE NOT TO BE USED OR REPRODUCED .N WHOLE OR IN PART, WITHOUT THE WRITTE CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGH -D BY THE SCHNEIDER CORP. (2003) Schneider THE SCHNEIDER CORPORATION Historic -ort Harrison 8901 Ot 3 Avenue Indianap lis, IN 46216 -1037 Telephor 317.826.7100 Fax: 31- 826.7200 www.schr eidercorp.com Architec' ure Civil Eng veering Environmental Engineering Geotechr ical Services GIS LI` Home Bt ilder Services Interior Design Land Su- veying Landscal e Architecture Transpor ':ation Engineering DATE: 10/03/1)3 PROJECT NO.: 904.007 DRAWN BY: CWD CHECKED BY: JES SHEET TITLE: 1 TILITY PLAN DRAWING FILES: R: \904 \005 \DV ,S \C104 XREF: R: \904 J5 \DWGS \007BS XREF: R: \904 )5 \DWGS \60BSOV XREF: R: \904\ )5 \DWGS \904005TP SHEET NO.: C (0) A o L J 0 0 PROPOSED. D. U. E. 101 LF OF 12" RCP 0.35% SAN 1H6 LF OF PVC I C� 1.0 MIN. SAN. Li \L 90. 4 ELBOW PROPOSED D. U. E. 2 "JJIJCTILE I 27 LF OF 6" PVC FOR ROOF FOR 1 LF OF PVC F ROOF �Ow W R SE v CE LI 6" J DRAIN JE GAS METERS ELECTRIC METERS 1T., SEE PLUMBING PLAN FOR EXACT, LOCATION, AND INVERTS. GAS METERS L WATER METER TO BE INSIDE BUILDING, SEE I® PLUMBING PLAN FOR 11 CONNECTION 1 ®111■011111■LI ■111111W ■1 1 T MEI 9 8 .9 RELOCATE DOSING SVYALE AS NUDE PARKING CONSTRUCTION. MAINTAIN POSITIVE DRAINAGE TO POND. EXTEND PPE$ A NEEDED 22.5 INSTALL TEMPORARY STONE PATH! SEE DETAIL ON SHEET C101 ENB 2 4 7 Rq,N .___._..ELT___...... E, JO' PEES D Aw n PED ESTRIAN E4 SEPENT 89 35'24 INSTALL TEMPORARY STONE PATH SEE DETAIL ON SHEET C101, EXTEND EXISTING PATH ON 131st ST. IBMENFICIFEMARIK T.B.M. 2 5/8" REBAR WITH RED CAP AT DELAWARE COMMONS SUBDIVISION CONTROL POINT 1005 ELEV.- 779.91 T.B.M. 3 BRONZE DISK ON TOP OF SOUTHWEST CORNER BRIDGE WALL OVER MITCHENER DITCH ON HAZEL DELL RD. STAMPED "HAMILTON COUNTY GEODETIC CONTROL" 2.5 FEET ABOVE SIDEWALK. ELEV.- 769.39 NOTE: T.B.M. 3 ELEVATION WAS BASED FROM ADJOINING SUBDIVISION AND DOES NOT REFLECT H.C. PUBLISHED DATA. ITIFILZW "]NiCY 1. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 2. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL SHALL APPLY FOR ALL SANITARY SEWERS, WATER LINES AND STORM SEWERS. 3. ANY PART OF THE UTILITY LINE TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 4. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 5. WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUTOFF VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING. 6. CONTRACTOR TO CONTACT INDIANA GAS COMPANY FOR GAS CONNECTION TO MAIN. MAIN CONNECTION LOCATION IS TO BE COORDINATED WITH GAS COMPANY ((317) 776 5533). 7. WATER METER TO BE INSIDE BUILDING. COORDINATE WITH PLUMBING PLANS. 8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE 0.S.H.A. STANDARDS FOR WORKER SAFETY. 9. WATER SERVICE LINE SHALL BE DUCTILE IRON PER CARMEL UTILITY REQUIREMENTS. BACKFILL ALL WATER SERVICE LINE TRENCHES WITH GRANULAR MATERIAL. 10. DOWNSPOUTS TO BE CONNECTED TO PVC PIPE PER PLANS. PROVIDE 1% SLOPE MINIMUM. r CURB INLET GAS Indiana Gas Company 15900 Allisonville Road P.O. Box 1700 Noblesville, IN 46060 (317) 776 -5533 TELEPHONE Ameritech 5858 North College Avenue Indianapolis, IN 46220 (317) 252 -4275 STORM SEWER SANITARY SEWER PRIVATE WATER Carmel City Utilities I Civic Square Carmel, IN 46032 (317) 571 -2442 STORM STRUCTURE SCHEDULE r STRUCTURE ~=;C)M FC i'Y�- L 1 CAS 601 1 602 602 61,E 603 604 I CURB INLET 604 ..o_ END SECTION UTILITIES CARMEL RI WI TC. 770.9 N/A HOLEY MOLEY SAYS DON'T DIG BLINDn 'IT'S THE LAW'' CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS 69 1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. ELECTRIC Cinergy 1441 South Guilford P.O. Box 876 Carmel, IN 46032 (317) 581 -3040 CABLE TV Jones Intercable 516 East Carmel Drive P.O. Box 668 Carmel, IN 46032 (317) 848 -4726 Carmel City Utilities 1 Civic Square Carmel, IN 46032 (317) 571 -2442 STREETS PRIVATE Utility Hotline: within Indiana 1 -800- 382 -5544 outside indiana 1 -800- 428 -5200 U.S. NVERT 767.80 G I/ S WERT 188 Rill 6E i6b' ?66 661 +.fktl fYd! F68 661 66! 168 t[&9 F c.o. w w T LIEN111) E 1 NOTE The size and location of utilities are per plans and locations provided by the respective utility companies. All utility companies shall be notified prior to any excavation for field location of services. ASSUMED NORTH SCALE: 1 =30' Existing Storm Sewer Existing Sanitary Sewer New Sanitary Sewer (Laterals are shown for reference only) Sanitary Sewer clean -out New Storm Sewer Utility Drainage Esmt. Building Setback Line Existing Fire Hydrant Existing Water Valve New Water Valve New Water Main Existing Water Main New Gas Main Existing Gas Main New Electric Line Existing Overhead Line New Telephone Line Existing Telephone Line Existing Utility Pole Existing Trees Sub Surface Drain R- s 770.45 R-3010 i 768.50 1 769.0 767.45 12 101 767 5 766.30 12 I 74 762.00 761.00 12 NOTES w 0 U 0 CC U w z Q o' w 0. W w 0 U 1 N 1 v 1 Ri c r N 0.10100357 j 0 STATE F �!V ANP fil /ON AL �ll DA 10/03/03 THIS DRAWN': AND THE IDEAS, DESIGNS AND CONCEPTS CON'41NED HEREIN ARE THE EXCLUSIVE INTELLECTUA PROPERTY OF THE SCHNEIDER CORPORATION. AND ARE NOT TO BE USED OR REPRODUCED .N WHOLE OR IN PART, WITHOUT THE WRITTE CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGH -D BY THE SCHNEIDER CORP. (2003) Schneider THE SCHNEIDER CORPORATION Historic -ort Harrison 8901 Ot 3 Avenue Indianap lis, IN 46216 -1037 Telephor 317.826.7100 Fax: 31- 826.7200 www.schr eidercorp.com Architec' ure Civil Eng veering Environmental Engineering Geotechr ical Services GIS LI` Home Bt ilder Services Interior Design Land Su- veying Landscal e Architecture Transpor ':ation Engineering