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Home My WebLink AboutC105 Utility PlanDATE: 08/31/01 PROJECT NO.: 3781.001 DRAWN BY: CWD CHECKED BY: JCZ SHEET TITLE: UTILITY PLAN DRAWING FILES: S: \30781\001\dwgsVivil\C105.dwg XREF: 5: \30781\001 \dwgsVivil\001bs.dwg XREF: S: \30781\001\dwgsVivii\3781001c.dwg XREF: S: \3k\3781\001\dwgsViviiVitlel.dwgs SHEET NO.: C ..e OS PLUG 90' BEND 45' BEND 22 1/2' 11 1/4' 20" 16 25 14 7 4 20 OR 1e 1 I DATE: 08/31/01 PROJECT NO.: 3781.001 DRAWN BY: CWD CHECKED BY: JCZ SHEET TITLE: UTILITY PLAN DRAWING FILES: S: \30781\001\dwgsVivil\C105.dwg XREF: 5: \30781\001 \dwgsVivil\001bs.dwg XREF: S: \30781\001\dwgsVivii\3781001c.dwg XREF: S: \3k\3781\001\dwgsViviiVitlel.dwgs SHEET NO.: C ..e OS PLUG BLOCKING FOR PLUGS BENDS BLOCKING FOR TEES WYES PIPE SIZE OUTSIDE FACE AREA SQ. FT.) SIZE OF RUN SZE OF BRANCH °WSW FACE AREA (SQ. ET.) PLUG 90' BEND 45' BEND 22 1/2' 11 1/4' 20" 16 25 14 7 4 20 OR 1e 1 12 16" 12 16 9 5 3 12 7 i 1- 6 1r 7 9 5 3 2 Q 5 10" 4 7 4 2 1 7 r OR LESS 12 7 8" 3 5 3 2 1 lq. 8 /lb 4 6" 2 3 2 1 1 6 2 4" 2 3 2 1 1 e 2 END 51CLIVE. INV 867.75 48'X' OAP 8616 MANHOLE TC 872.33 INV. NE 865.65 55 INV. SW 865. MANHOLE TC 871.55 INV. E 865.79 INV. W 865.72 INV. N 867.05 EX1ERIOR WAU. OF BLDG. REFER TO M.E.P. PLANS FOR RISER, DOMESTIC, AND IRRIGAIION PIPING AND METERS MANHOLE TC 872.00 INV. E 866.16 INV. SW 866.11 15 LF OF 12' PVC 0 5.26% WATER SERVICE CONNECTION DETAIL difieSM INV. 867.86- rINV. 868.17 A END SECTION INV 868.08 2) INV. 868.57-r 1 y 1 .4 z/ PROPOSE!) 41-STORY HOWL 1 FFE 874.20 .1/ 1 1 INV. 868.36 E 8416 T.59 IN% S 867.94 INV. W 866.90 RB INLET 4 /TC 873.20- V. N 868.20 etRB INLET TC 873: INV. E 867.39 INV. S INV. 866.91 CURB INLET TC 872.00 INV. W 866.48 INV. NE 866.48 INV. NW 866.48 CURB INLET TELEPHOIE *MOLE SANITARY MANHOLE 1 IC F1,78 tr PYC INV. 860.0(4) ir PVC VV.. 8604E) PC1:19tE STIR tr PVC INV. 860.0($) ie PVC It4V. 860.0N POZEILE FMB FifiriRy ititar TC=8727.I 8' PVC INV. 484.8 (S) a. PVC INV. =*4.13 (W) 2. RCM NORTH 1 =885 r PVC INV. ..8C-4.8 (E) A Itterr sire 672.47 12 RCP INV. EI68.0) RCP INV. sr)a,.5CM BEEHIVE IC 87111 12 RCP INV. 868.2(NW) 15" RP INV. 1(SE) DIAM. WASHER, 1" THICK 1. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTIUTIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UIILITIES FOR PROPER STAKE LOCATION OF EACH UTUTY BEFORE WORK IS STARTED. THE SUBCONIRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS STARTED OR RESUMED. 2. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL SHALL APPLY FOR ALL SANITARY SEWERS. AND STORM SEWERS. 3. ANY PART OF THE SANITARY OR STORM SEWER IRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WTH GRANULAR MATERIAL. 4. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTIUTY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 5. WATER SERVICE UNE TO THE BUILDING SHALL HAVE A SHUTOFF VALVE IN AN ACCESSIBLE LOCAllON OUTSIDE OF THE BUILDING. 6. CONTRACTOR TO CONTACT INDIANA GAS COMPANY FOR GAS CONNECTION TO MAIN. MAIN CONNECRON LOCATION IS TO BE COORDINATED WITH GAS COMPANY (P3-0430). 7. WATER METER PIT LOCATION TO BE DETERMINED BY LOCAL WATER COMPANY. 8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPUANCE WITH APPUCABLE 0.S.H.A. STANDARDS FOR WORKER SAFETY. ANCHOR BUNK TO BE OF CLASS ir CONCRE7E DOWNWARD BEND OUTSIDE FACE AREA NOT LESS NAN VALUES OVEN IN TABLE FOR 90' 45' BENDS. OUTSIDE FACE AREA AS NOTED IN TABLE. SECTION .c OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR TEES VMS. FOR PUIGS. SECTION "D-D" _Gas Indiana Gas Company 15900 Allisonville Road NoblesvMe, Indiana 46060 (317)773-0430 size and nature of services. Water Indianapolis Water Company 1220 Waterway Boulevard Indianapolis, Indiana 46202 (317)639-1501 ext222 Existing Storm Sewer Existing Sanitary Sewer New Sanitary Sewer (Laterals are shown for reference on y) Sanitary Sewer clean-ou 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 Electric Line New Telephone Line Existing Telephone Une Existing Utility Pole Existing Trees Telephone Ameritech 220 North Meridian Street Indianapolis, Indiana 46204 265-4878 or 1-800-382-5544 Cable Television Jones Intercable, Inc. 516 East Carmel Drive Carmel, Indiana 46032 (317)844-8877 Electric Public Service Indiana Cinergy P.O. Box 312 Noblesville, Indiana 46060 1-800-521-2232 Sanitary Sewer City of Carmel City Hall, 1 Civic Square Carmel, Indiana 46032 (317) 571-241 Utility Hotline: within Indiana 1-800-382-5544 outside Indiana 1-800-428-5200 MW) "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. Storm Sewer City of Carmel' City Hall, 1 Civic Square Carmel, Indiana 46032 (317) 571-2441 Streets City of Carmel City Hail, 1 Clic Square Carmel, Indiana 46032 (317) 571-2441 The nature, size and location of utilities are per plans and locations provided by the respective utility companies. The above list constitutes some, if not all, of the utility companiei which may provide service in the area of and adjacent to, the subject project, based upon the information available through such plans and locations, and any incidental visual inspection. All utility companies should be notified prior to any excavation for field location of services and verification of size and nature of services. CI) LLJ onuminitu O'S- DO No. v PE19500260 STATE OF SLZ: 5-. 0 I 6:5‘ /ONAL 101111 1111111110 0 DATE 4 Z THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. CI COPYRIGHTED BY THE SCHNEIDER CORP. (2001) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering 'rfer,