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Home My WebLink About03110003 Meridian Technology Center, Corvasc Medical Office Building, Construction Plans pg. 051 REI INVESTMENTS INDIANAPOLIS, INDIANA DRAWN BY: RDR CHECKED BY- MSO SHEET TITLE: SITE UTILITY PLAN DRAWING FILES: S: \1211 \018 \DWGS \C103 XREF: S: \1211 \018 \dwgs \018bs.dwg XREF: S: \1211 \019 \dwgs \12110191.dwg XREF: S: \1211 \018 \dwgs \Titlel.dwg XREF: SHEET NO: C Z) F] IA 1 DATE: 10/30/03 PROJECT NO_- 1211.018 DRAWN BY: RDR CHECKED BY- MSO SHEET TITLE: SITE UTILITY PLAN DRAWING FILES: S: \1211 \018 \DWGS \C103 XREF: S: \1211 \018 \dwgs \018bs.dwg XREF: S: \1211 \019 \dwgs \12110191.dwg XREF: S: \1211 \018 \dwgs \Titlel.dwg XREF: SHEET NO: C MA CI_ �H LOCA r :AND ELL t N PROP \AL ADJACENT USE GENERAL BUSINESS S6 -PAVED INLE RIM 848.40 INV. NE 845 I_t INV. S 845.1 S7 -PAVED INLET_ RIM 848,40 INV. N= 844.7 INV. S 844.51 a, 0 0 I I S8 -CURB INLET RIM 847.70 INV. N 844.14 INV. SW 844.14 S4 -4' STORM MANHOLE RIM 848.00 INV. NE 843.83 INV. S 843.60 INV. E 843.63 S10 -5' STORM MANHOLE RIM MATCH EXISTING GRADE (FIELD VERIFY) 846.0± INV. E 840.72 FIELD VERIFY EXISTING INV. 839.66± 10 OF 18 HDPE 1.0% ._.CURB INLET RIM 848.00 INV. SW 845.35 v\ N88'46'55 "E 65.81' COLLEGE DRIVE ADJACENT USE GENERAL BUSINESS -HELD LOCATE END OF EXISTING STUB AND INSTALL C.J. INV. 837.0± E 165.13 5' ASPHALT PA 4H N83'49' 07 "E 53.51' 120.55' 7 PROPOSED MEDICAL OFFICE 16,210 SF FFE 852.00 SEE PLUMBING PLAN /ELECTRICAL PLANS FOR EXACT LOCATIONS, INVERTS, AND SIZES OF UTILITIES AT THE BUILDING. INV. 847.06 LOADING BERTH 5' ASPHALT PATH 10' STORM EASEMENT 59 -4' STORM MANHOLE RIM MATCH EXISTING GRADE (FIELD VERIFY) 846.5± INV. N= 841.90 INV. W 841.80 53 -CURB INLET RIM 847.80 INV. W 844.06 INV. E 844.46 INV. NE 844.46 144 LF OF 18" HDPE 0.30% S88'46' 54" W N86'17'5 c o S2 -PAVED INLE RIM 847 75 INV. W 844.90 T 30.0' L L LE, OF 12 _E ADJACENT USE GENERAL BUSINESS T 404.19' w T N86'17'59 "E w LOCATE END OF EXISTING SERVICE INE AND CONNECT NEW 6" SERVICE SU'PLY ADAPTERS PER IWC STANDARDS AS NEEDED FOR THE CONNECTION. FUTURE EXPANSION 14,800 SF 90.0' UNDERDRAIN (TYP.) e DUMP STER ADJACENT USE GENERAL BUSINESS S1- INSTALL CURB INLET RIM 846.10 EXTEND EX. 12" RCP AS NEEDED INV. SW 840.98 MATCH EX. INV. SW 840.50± �°�IITY cc:1N Gas Indiana Gas Company 15900 Allisonville Road Noblesville, Indiana 46060 (317)776 -5534 Water Indianapolis Water Company 1220 Waterway Blvd Indianapolis, IN 46202 317 264 -7712 Telephone Ameritech 220 North Meridian Street Indianapolis, Indiana 46204 265 -4878 or 1- 800 -382 -5544 Cable Television Time Warner Cable 516 E. Carmel Drive Carmel, Indiana 46032 (317)848 -4726 Utility Hotline: within Indiana 1 800 382 5544 Note: DISCLAIMER FOR THE USE OF DIGITAL FILES THE INFORMATION CONTAINED WITHIN THIS DISK OR ELECTRONIC MAIL IS AS IT APPEARS ON THE SCHNEIDER CORPORATION'S ELECTRONIC FILES. By accepting delivery of this Digital File, the receiver agrees to indemnify and hold harmless The Schneider Corporation, their clients, officers, agents, and employees from and against any damages, including but not limited to reasonable attorney's fees, resulting from the use, distribution, change, or modification of the information contained within without the express written permission from The Schneider Corporation. The receiver further understands that the information that may be included within is subject to periodic revisions by The Schneider Corporation or the Client and therefore the information contained within is not warranted in any way. 1.711 ThM INCYTES 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 AND STORM SEWERS. 3. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 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 5534). 7. WATER METER PIT LOCATION TO BE DETERMINED BY LOCAL WATER COMPANY. 8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE 0.S.H.A. STANDARDS FOR WORKER SAFETY. Electric Cinergy (PSI) 1441 S. Gilford Carmel, Indiana 46032 (317)581 -3027 Sanitary Sewer Clay Township Regional Waste District 10755 North College Avenue Carmel, Indiana 46032 (317) 844 -9200 Storm Sewer City of Carmel City Hall, 1 Civic Square Carmel, Indiana 46032 (317) 571 -2441 Streets City of Carmel City Hall, 1 Civic 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 companies 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. A separate Utility Report was created as a part of the within survey. This report details our interaction with the various utility companies, contains copies of the various utility plans and may provide an indication of the accuracy of the location of the utilities shown hereon. One copy of this report was provided with the final copies of this survey to the client. Please contact Schneider Engineering Corp. if additional copies are required. 6 FIRE UNE VALVE 6' FIRE SPRINKLER RISER G TEE W 6" WATERLINE ASSUMED NORTH SCALE: 1 30 0 c. o. T /THRUST BLOCK N E 6 WATERUNE 1 W 2' DOMESTIC VALVE 6" WATERUNE EXTERIOR WALL OF BLDG. 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 2" DOMESTIC WATER CONNECTION HOLEY MOLEY SAYS "DON'T DIG BLIND" 'IT'S THE LAW' CALL 2 WORKING DAYS BEFORE 'SOU 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. Existing Storm Sewer Existing Sanitary Sewer New Sanitary Sewer (Laterals are shown for reference only) Sanitary Sewer clean -out New Storm Sewer 6" Subsurface Drain Utility Drainage Esmt. Building Setback Line Existing Fire Hydrant Existing Water Valve New Water Valve DUAL 1" WATER MEILRS 2' WATERUNE IN PITS W /SHUT -OFF FOR D OMESTIC WATER SERVICE 1" WATERLINE 2" WATERUNE Y WATER SERVICE CONNECTION DETAIL DATE: 25 THIS DRAWING AND THE IDEAS, DESIGNS AND C }e,; EP TS CONTAINED HEREIN ARE THE ET Ti OLttitT,R,E IN FEL.LECTTJAL PROPEP TY OF HE L cORPoRA TION, AND ARE NOT TO BE USED OP REPRODUCED, iN WHOLE OF IN ;'ART WIT }1OU THE WRITTEN CONSFEI OF THE SC F.LL'ER CORPORATION :)PYRiGHTE[ HY THE 3CH i t L (kb Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www. sch neidercorp. corn Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering