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HomeMy WebLinkAbout17080193.13s C 0 d EXISTING LEGEND Hd- COMBINATION POLE v SIGN DRAINAGE MANHOLE ® SANITARY MANHOLE �{®- ero FIRE HYDRANT O STAND PIPE I— GUY WIRE 0 TEMPORARY BENCH MARK ® TELEPHONE HANDHOLE �-{ HOSE BIB A{ TELEPHONE MANHOLE ® UD © TREE MAILBOX POST WATER METER f5 POWER POLE Jrww.etrucNrepoirN. c om BENCHMARK DATA (NAD )' HELD OPUS FILE 17-72630320 FOR ISP EAST FOR BASE p5M EIEV:8352B AS TBM 50 RHROAD SPIKE NORTH SIDE POWER POLE /D48-632 LOCATED AT SW CORNER OF THE INTERSECTION OF 1057H STREET AND MCPHERSON STREET. ELF/.: &7543 ASI TOM 51: CHIM 'r NW BOLT OF FRE HYDRANT LOCATED 3150 WEST OF COMBS ROAD AT THE KTUMCTION OF 108TH AND COMBS ROAD; 320' SOUTH OF ti OF ;OM STREET: 415' FROM f OF ASPHALT DRIVE 1155 E. 1067H STREET. BEV.: 842.81 STORM SEWER NOTES: 1. ALL CASTINGS SHALL BE LABELED 'DUMP NO WASTE - DRAINS TO WATERWAY' 2. MANNINGS COEFFICIENT n - 0.013 3. THE GRANULAR BACKFILL AREAS SHOWN IN PLAN VIEW ARE AN ESTIMATE PROVIDED BY THE ENGINEER. EXACT LIMITS OF GRANULAR BACKFILL ARE TO BE DETERMINED IN THE FIELD BY THE CONTRACTOR BASED ON TRENCH WIDTH AND AS DIRECTED BY THE AUTHORITY HAVING JURISDICTION. 4. STORM STRUCTRURES RECEIVING SUB -SURFACE DRAIN SHALL HAVE BOTH PORTS CORE DRILLED. T OR Y BUND CONNECTIONS ARE NOT ALLOWED. 5. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REWIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECDRD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REWIRE AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFIWNG THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPUANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL GRANULAR BACKFILL REQUIRED GENERAL NOTE 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2 CONTRACTOR TO VERIFY LOCATION, SZE ANO DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS 3. SEE SHEET 0002 GENERAL NOTES FOR MORE INFORMATION. 4. NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. THIS PRO,ECT IS SUBJECT TO THE CITY O CARMEL STORMWATER MANAGEMENT AND STORMWATER OUALITY ORDINANCE. 114E LOCATIONS OF ALL DOSTING UNDERGROUND UnU71ES SHOWN ON THIS PLAN ANE BASED UPON ABOVE GROUND EVIDENCE Qrcludhq but I,. inlhd t0. mmbda% k tti nd— and mak. made Pon the /round by others) AD ARE SPECILATIVE IN NATURE. 7HEIE ND MAY AIM BE OTHER EXISTING UNDERGROUND L'1LJ'ESFOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EIA004M WAS OBSERVED. THE EXACTLOCATIONS OF SAID EXISTING UNDERGROUND UTLJTIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. CALL TOLL FREE "811. OR 1-800-382-5544 INDIANA UNDERGROUND - HAND, INC. (HAMILTON COUNTY AREA NEIGHBORHOOD DEVELOPMENT) 347 South 8th Street, Suite A Noblesville, Indiana 46060 HOME PLACE HOUSING EAST 105TH STREET & MCPHERSON STREET CARMEL, INDIANA 46248 CERTIFIED BY ISSUANCEINDEX DATE: 0311712017 PROJECT PHASE: REVISION SCHEDULE NO. I DESCRIPTION DATE t TAC COMMENTS 05/10/201 Project Number 2016.00348 STORM SEWER PLAN AND PROFILE C430 Cl_ NEGICAN E■ STRUCTUREPOINT m 7260 SNadeland SUbw I dmnapal:, Indiana 46256 TEL 317.547.55601 FAX 317.543 0270 Jrww.etrucNrepoirN. c om HOME PLACE HOUSING EAST 105TH STREET & MCPHERSON STREET CARMEL, INDIANA 46248 CERTIFIED BY ISSUANCEINDEX DATE: 0311712017 PROJECT PHASE: REVISION SCHEDULE NO. I DESCRIPTION DATE t TAC COMMENTS 05/10/201 Project Number 2016.00348 STORM SEWER PLAN AND PROFILE C430