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HomeMy WebLinkAboutC5 Utilities PlanASPHALT LIGHT (TYP.) STORM MH TC 741.42 25' INGRESS /EGRESS UTILITY EASEMENT (SCALES 30' ON PLAT: REPLACE EXISTING CASTING WITH NEENAH R -3405 EX. TC= 738.96 NEW TC.= 738.81 'RINKLER ONTROLS S N MH TC- 41.28 NV- 37.78 PR. INV= 73 .36± STORM MH TC- 739.67 EDGE OF CONCRETE 24" RCP INV 732.67 12" RCP INV 732.88 12" RCP INV 732.85 24" RCP INV 733.10 LET #6 EENAH R- 3286 -8V CURB INLET 2 NEENAH 3286 -8V T.C.= 744.39 .89 INV.= 735.02 GUT. 739.63 INV. 736.25 INV 739.05± 27" RCP 18" RCP INV 732.76 C.E.S. #1 INV 733.00 10' REAR SETBACK 60' BUILDING SETBACK LINE 15'D &U. E--„ LOT 2 CARNAX SECONDARY PLAT P.C. 3, SLIDE 199 INST. 12003 -61408 '4.39 ACRES (GROSS) 2.88 ACRES LESS R/W TAKING EDGE FNR 0 CONCRETE 15" RCP 18" RCP INV 732.63 I 6 HDPE ROOFDRAIN C.O. CD 1.0% MIN. INV 741.00± 0 E;I PROPOSED O 1 STEAK 'N SHAKE I I. D-3NT F.F.E. 743.50 4,380 S.F. 0 Alibi, Ill 0 MN. IMMIIMM-O--14.11111.111110411111111.r r LE T(dl) EC" CURB INLET 5 NE NAH 328• 8V 1 -1/2" r RAISED CURB ISLAND BEEHIVE INLET TC 737.20 INV 732.10 INV. =736.2 'K' COPPER T.C. 740.44 GUT.= 739.90 INV.= 736.66 63' ELEC. LINE ESMT. PER D.B. 235, P. 144 CONCRETE PAVEMENT INST. #1441 REBAR FOU i] w /MS CAP W FIRE YDRANT SHEET NO. 10 DRAWING_ h- f.\ 20G4\ WO4O265 \FNG \C,�+nset \04O266CO5.d.Jg AYCUT '�'�'ty V BC BC 96TH STREET E(A) L T 20 SEWER ESMT. PER D.B. 232, P. 97 9 9 E(A) E(A) X E(A) E A 8 8 357.27' E( i E(A 7 7 OVERHEAD ELECTRIC ttl U E(A -3 E(A) R/W MK RAFFI C GNAL MH r I- G LINE MKR 16.5' OVERHEAD SIGNALS I 6 6 UNDERGROUND TELEPHONE CABLE 50' A .PHALT G END OF CONCR INV 732.58 24" W TER LINE ER IWC /GI MAPPING E(A) G) c) C) 1 0 C) 0 0 C) 0 0 J SE CORNER LOT 2 SE CORNER SE 1/4 SEC. 8, T17N, R4E HARRISON MON. FOUND E(A) E(A) 5 EA) ABOVE GROUND BACKFLOW BY IRRIGATION CONTRACTOR SHUT OFF VALVE TO B�I I 9" TyP C ER DOMESTIC WATER SERVICE 1" METER PIT FOR DOMESTIC 3/4" METER PIT FOR IRRIGATION TAPPING SLEEVE AND VALVE ENLARGED WATER LAYOUT DETAIL 4 4 PLAN. NOTES: 3 2 2 4" PVC IRRIGATION SLEEVE, COORDINATE WITH ARCHITECTURALS. 0 CONNECT PROPOSED 1-1/2" TYPE 'K' COPPER WATER UNE TO EXISTING LINE. COORDINATE WITH WATER COMPANY. FIELD VERIFY LOCATION OF EXISTING WATER LINE. CONNECT PROPOSED SANITARY LATERAL TO EXISTING SANITARY SEWER MANHOLE. VERIFY SANITARY SEWER MANHOLE INVERT IN FIELD. ADJUST AS REQUIRED. 0 CONNECT PROPOSED TELEPHONE LINE TO EXISTING LINE. COORDINATE WITH TELEPHONE COMPANY. PROVIDE 4" PVC CONDUIT WITH PULL STRINGS. :i:CONNECT PROPOSED ELECTRIC LINE TO EXISTING LINE. COORDINATE WITH ELECTRICAL COMPANY. PROVIDE 2 4" PVC CONDUIT WITH PULL STRINGS. 0 CONNECT PROPOSED GAS LINE TO EXISTING LINE. COORDINATE WITH GAS COMPANY. PROVIDE 6" SLEEVE. �7 PROPOSED TRANSFORMER LOCATION. COORDINATE WITH ELECTRIC COMPANY. SITE BENCHMARK SITE BENCHMARK UNITED SURVEYING REBAR w /CAP MARKED UCP #21. ELEV 737.06 TBM CUT BOX ON CURB ELEV 739.33 KNOX BOX BY G.C.; MOUNT PER MFR. RECOMMENDATIONS. ADD PLATE FOR WELDING /BOLTING KNOX BOX 3 NOT TO SCALE -NOTE CARMEL UTILITIES DOES NOT SUBSCRIBE TO "HOLEY MOLEY" AND SHOULD BE CONTACTED DIRECTLY FOR ALL WATER MAIN AND SANITARY SEWER MAIN LOCATIONS. 30' 0 15 30 60 2 2 WM, WV, Q oa LID O Q 0 co 892 STM Q 894.50 W GAS F.F.E. TC INV RCP CMP PVC STR. M.E.G. SSD TOC GUT OUL T TBM WV GENERAL NOTES: LEGEND EXIST. FIRE HYDRANT EXIST. WATER METER /VALVE EXIST. SIGN EXIST. MONITOR WELL EXIST. IRON PIN OR PK (SET /FOUND) EXIST. GAS METER EXIST. GAS VALVE EXIST. MANHOLE EXIST. CLEANOUT TEMPORARY BENCHMARK WATER VALVE EXIST. STORM INLET EXIST. STORM /SAN. /TELE. MANHOLE EXIST. ELECTRIC METER EXIST. POWER POLE EXIST. GUY ANCHOR EXIST. TELEPHONE PEDESTAL EXIST. SANITARY SEWER LINE EXIST. STORM SEWER LINE EXIST. CONTOURS PIPE END SECTION RIGHT -OF -WAY LINE PROPOSED SANITARY SEWER LINE PROPOSED STORM SEWER UNE PROPOSED 6" HDPE ROOF DRAIN PROPOSED PIPE BOLLARD PROPOSED MANHOLE PROPOSED CONTOURS PROPOSED ELEVATION DRAINAGE FLOW ARROW WATER LINE GAS LINE FINISH FLOOR ELEVATION TOP OF (MANHOLE INLET) CASTING INVERT (BOTTOM) ELEVATION OF (MANHOLE /INLET) REINFORCED CONCRETE PIPE CORRUGATED METAL PIPE POLYVINYL CHLORIDE PIPE STRUCTURE MATCH EXISTING GRADE SUB SURFACE DRAINAGE TOP OF CURB GUTTER OVERHEAD UTILITY LINE OVERHEAD TELEPHONE -NOTE RUN WATER LINE DEPTH TO MEET THE CITY OF CARMEL REQUIREMENTS PROVIDE MINIMUM OF 10' HORIZONTAL 2' VERTICAL CLEARANCE BETWEEN WATER SANITARY LINE. SANITARY SEWER LINE IN PROXIMITY OF WATER LINE SHALL BE C900 WATER MAIN GRADE PVC. 1) THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES. 2) PROVIDE THRUST BLOCKS FOR ALL WATER UNE BENDS AND TEES, INCLUDING TAP CONNECTION. 3) CONTRACTOR SHALL COORDINATE WITH WATER COMPANY FOR DOMESTIC AND FIRE SERVICE. CONNECT TO BUILDING DOMESTIC AND FIRE LINE. COORDINATE WITH PLUMBING DRAWINGS. 4) COORDINATE LOCATION OF ELECTRICAL AND TELEPHONE LINES WITH LOCAL UTILITIES. 5) COORDINATE LOCATION AND SIZE OF GAS SERVICE CONNECTION AND INSTALLATION OF SERVICE LINE AND METER WITH GAS COMPANY. 6) COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM UNES WITH MECHANICAL DRAWINGS. 7) VERIFY EXISTING INVERT AND LOCATION OF SANITARY SEWER. ADJUST INVERTS AS REQUIRED. DOCUMENT ANY CHANGES. 8) MAINTAIN 10' HORIZONTAL AND 18" VERTICAL CLEARANCE BETWEEN STORM SANITARY SEWER SYSTEMS AND DOMESTIC /FIRE LINE SERVICE. 9) FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO DOMESTIC /FIRE LINE INSTALLATION AND STORM SEWER SANITARY SEWER INSTALLATION. 10) COORDINATE LOCATION OF REQUIRED CONDUITS FOR LIGHT POLES, TELEPHONE SERVICE AND IRRIGATION SYSTEM. 11) COORDINATE UTILITY CONDUITS WITH SERVICE PROVIDERS. 12) SANITARY SEWER LATERAL, WATER SERVICE, Sc ELECTRICAL/TELEPHONE CONDUITS SHALL BE GRANULAR BACKFILL FOR ENTIRE RUN. Call 1 -500 -382 -5544 2 WORKING DAYS BEFORE YOU DIG. "IT'S THE LAW" INDIANA UNDERGROUND PROTECTION SERVICE, INC. CAUTION!! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS 0 SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL "HOLEY MOLEY" 11 800 382 5544 0 cD (0 zN E. w 2 W Q w 0 0 Z w W 0 U E-� 0 z 0 0 0 cc cc d U1 a 0 a z C) z w w X :F.; o z n 4; wa W w Z n .-i 2 a Q Q w w W _w w 0 U) •``<JD K S HIND 10200392 STATE OF e .INDIAN' S S /O NA 1jllfl h%1A JAMES K. SHINNEMAN P 10200392 0 0 U 00 o)