Loading...
HomeMy WebLinkAbout06010026.9/ Y 0ROUND-1 870.4 TOP OF 12' PIPE 85 .7 \ P ' E RAiN TO°1'�- - -` E - -- E E iB� STRUCTURE v STCRM MANH01E F1 rr.. mIr .arr- SS _.TC= w Z:R 75 TC =866.32 COVER 42• RCP INV,- 1362.15(Yt) 12` CP INV. = 862-8(N) 42` RC INV. = 863.65(N) 12• CP INV. = 8610(S) 15• RCP INV,4 M2.15(E) 12" RCP 114V. = 863.0(W) NOTE: 2'i BELOW THE KIM T / 877.35 145' LIMITV[ RIG�IT OF/ 111 If d / e d / a d / / / I It d / 4 I / 4 - -T 878 4 / f 873A /r 34✓ / EXISTIN Tll AVAI LE J DRA NGS / / 31 -C (D UNCERTAIN, Pi ENDS Y USHER) / / / / / / /f /L20' i1ATezuIE sHoe, PL-R PGtNS OF 1. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND TIME 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. 1 ANY PART OF THE SANITARY OR STORM SEWER 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 '(773- 0430). 7. WATER METER PIT LOCATION TO BE DETERMINED BY LOCAL WATER COMPANY. 1 8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 9. KNOX BOX SHALL BE INSTALLED AT MAIN ENTRY FOR EACH BUILDING. CONTRACTOR SHALL CONTACT CITY OF CARMEL FIRE DEPARTMENT FOR FURTHER INFORMATION. THRUST BLOCK B� 4�99 6' WATERUNE� W TEE 1\6' WATERLINE \>_ 1 -1/2` WATERL@NE 6' FIRE LINE VALVE 3 1 -1/2' DOMESTIC VALVE DUAL 1' WATER METERS W PIPS W /SHUT -OFF FOR DOMESTIC WATER SERVICE ASSUMED NORTH SCALE: 1 "= 50 ' HOLEY MOLEY SAYS DON'T DIG BLIND "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. le Existing Storm Sewer s --S Existing Sanitary Sewer New Sanitary Sewer (Laterals are shown for reference only) C.O. Sanitary Sewer clean -out --4p -- - New Storm Sewer - - - - - - Utility & Drainage Esmt. Building Setback Line Existing Fire Hydrant Proposed Fire Hydrant Existing Water Valve H New Water Valve -w-w- New Water Main Existing Water Main New Gas Main -- v - Existing Gas Main E New Electric Line Existing Electric Line T New Telephone Line T - Existing Telephone Line 0 Existing Utility Pole Existing Trees WATER SERVICE CONNECTION DETAIL f (REFER TO M.E.P. PLANS FOR ADDITIONAL INFORMATION) OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR 22 1/2' & 11 1/4' BENDS. PLAN STRAP IRON ANCHORS 2" WADE x 1/2' THICK 3/4'x18' �M . ANCHOR BOLTS (4 REO'D) 5" DIAML WASHER, 1' THICK ' ANCHOR BLOCK TO BE OF CLASS "B' CONCRETE DOWNWARD BEND I OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR 90' & 45' BENDS. pp�� ����� LLAU ? 1, OUTSIDE FACE AREA AS NOTED IN TABLE. SEC11ON "C -C" BRANCH OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR TEES & WYE$. - FOR PLUGS 99M • 1•u NOTE: AI I rONCRFTE BLOCKING TO CONSIST OF CLASS "B' CONCRETE POURED AGAINST FIRM GROUND. BLOCKING FOR PLUGS & BENDS BLOCKING FOR TEES & WYES PIPE SIZE OUTSIDE FACE AREA SO. FT SIZE OF RUN SIZE OF BRANCH OUTSIDE FACE AREA SO. FT. PLUG 1 90' BEND 45' BEND 22 1/2' 1 11 1/4' 20" 16 1 25 14 7 4 20' OR 16" 16" 12 CABLE TV Ameritech 16" 12 16 9 5 3 Carmel, IN 46032 z 12" 7 9 5 3 2 1717 Pleasant Street Indianapolis, IN 46202 10" 4 7 4 2 1 12' OR LESS a T 6" 3 5 3 2 1 co 6' 2 3 2 1 1 4" 2 3 2 1 1 4' 2-- DETAIL - CONCRETE BLOCKING NO SCALE GAS ELECTRIC Indiana Gas Company PSI Energy 15900 Allisonville Road 1441 South Guilford P.O. Box 1700 P.O. Box 876 Noblesville, IN 46060 Carmel, IN 46032 (317) 776 -5533 (317) 581 -3040 STORM SEWER SANITARY SEWER Hamllton County Surveyor Clay Township Regional Waste District Hamilton Square, Suite 146 10755 North College Avenue Noblesville, IN 46060 Indianapolis, IN 46280 (317) 776 -9626 (317) 844 -9200 TELEPHONE CABLE TV Ameritech Jones Intercable 5858 North College Avenue 516 East Cormel Drive Indianapolis, IN 46220 P.O. Box 668 (317) 252 -4275 Carmel, IN 46032 z (317) 848 -4726 WATER STREET'S Indianapolis Water Company Hamilton County Highway Department 1220 Waterway Boulevard 1717 Pleasant Street Indianapolis, IN 46202 Noblesville, IN 46060 (317) 263 -6347 (317) 773 -7770 Utility Hotline: within Indiana 1- 800 - 382 -5544 outside indiona 1 -800- 428 -5200 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. SANITARY M.H. INVERTS EX EXISTING MANHOLE TC= 869.34 INV.= 856.00 (8n PVC PROPOSED) INV.= 855.01 (EXISTING) soo PROPOSED MANHOLE TC= 871.3± NW INV.= 863.82 SE INV.= 863.92 NE INV.= 864.28 SW INV.= 863.92 601 PROPOSED MANHOLE TC= 871.5± NW INV.= 865.12 SE INV.= 865.22 602 PROPOSED MANHOLE TC= 873.2± SW INV.= 867.50 603 PROPOSED MANHOLE TC= 872.3± NE INV.= 867.75 SE INV.= 867.85 W O W s 0 Q O I �o O M CFI\ \\`\ \������ t 1 N t t t I I► I U 1 g 4 i�� ii /�i Q- No. - -'k PE19500260 STATE OF V DATE, THIS DRAWING AND THE�ibE SAESIGNS 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. © COPYRIGHTED BY THE SCHNEIDER CORP. (2002) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.8 26.7100 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 (C � Inkys 012 �t x 0 W w z .y CQ Z o W U a Q� O U co x "C7 a) O) X LO rn 0 (C � Inkys