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HomeMy WebLinkAbout06080001.8W W D Z m / GAS LINE EL UNDERGROUND ELECTRIC SS a C.O. SS SANITARY SEWER CLEAN OUT S71W z STW 0— ,0 Gas Valve ENISTING INFORMATION WAS PROVIDED (n Power Pole IND. BY MID - STATES ENGINEERING, PROJECT 122 -0022, DATED: NOVEMBER 2002 LLJ t C Op EXISTING TOP OF STEEL ROW MKR J Uj O WEIR PLATE = 845.11 —� Guy Anchor , F- t- t Street Sign ' DATE DESCRIPTION ' 1 / ►P OF EX. STEEL P ower Pole ' 1 F— Z U) Z W LL " ¢ Z E = 844.00 © Telephone Pedestal 1 0 _I Z 0 O ' BRACE POLE a- _ a LL Sanitary Sewer Manhole / 0 i0 , v ZZ OJOLoN ® Storm Inlet W > J 00 to CO j r- 00 T- f_ . I I LLJ O .— O O W ti ti 00 Existin g Coniferous Tree Z 1 ' . D ,VEWAY Q e- 00 e- to Z v � v iii �i S8$'41I111' 9 "W 206.89 , 1 i VQ ' S 3 6 S 2 T.0 = 858.00 INV IN ELEV = 855.05 855.05 (D INXV� ELEV = 854.75 INV IN ELEV = IN UT ELEV = 854.65 INV OUT EL ---V = 854.94 105' OF 18' RCP O 0.1 3X i so OVERA SCALE: 1" = 30' 1 1 Kk_1r ZI Nutr T.C. = 855.33 -Inv. W. = 850.18 Inv. N.E.= 850.15 EXISTING LEGEND GAS LINE EL UNDERGROUND ELECTRIC SS d C.O. SS SANITARY SEWER CLEAN OUT S71W z STW 0— ,0 Gas Valve ENISTING INFORMATION WAS PROVIDED (n Power Pole IND. BY MID - STATES ENGINEERING, PROJECT 122 -0022, DATED: NOVEMBER 2002 LLJ t C Op EXISTING TOP OF STEEL 0 • `: J Uj O WEIR PLATE = 845.11 —� Guy Anchor F- t- t Street Sign (0 DATE DESCRIPTION J CL — W F— to J J Q CL' W > o W W W ►P OF EX. STEEL P ower Pole F— Z U) Z W LL " ¢ Z E = 844.00 © Telephone Pedestal 0 _I Z 0 O a- _ a LL Sanitary Sewer Manhole 0 r l0 r OJOLoN ® Storm Inlet W > J 00 to CO j r- 00 T- f_ . I I LLJ O .— O O W ti ti 00 Existin g Coniferous Tree Z �iT-00T-- Existing Deciduous Tree g Q e- 00 e- to Z v � v yS Storm Manhole 4 End Section O O/E Overhead Electric Line 'o of PROPOSED UTILITY LEGEND } 0 W W WATER Uj lE1 TELEPHONE n. GAS GAS LINE EL UNDERGROUND ELECTRIC SS SANITARY SEWER C.O. SS SANITARY SEWER CLEAN OUT S71W STORM SEWER STW 0— STORM SEWER INLET UTILITY NOTES 1. SEE MECHANICAL PLANS FOR LOCATION AND SIZE OF SANITARY DRAINS, WATER LINES AND FIRE PROTECTION WITHIN BUILDINGS. 2. COMPACTED GRANULAR BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS. 3. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE ALL MAINS, CONDUITS, SERVICE LINES, ETC., IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES AND FACILITIES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 4. RCP = REINFORCED CONCRETE PIPE CLASS III PVC = POLYVINYL CHLORIDE — SANITARY SEWER — ASTM D -3034, SDR -35 HCSP = HELICALLY CORRUGATED STEEL PIPE — 16 GAUGE ALUMINIZED 5. FLEXIBLE PIPE TO BE INSTALLED PER ASTM D -2321, CLASS 1,2, OR 3 BEDDING. RIGID PIPE TO BE INSTALLED PER ASTM C -12. 6. 10 UNEAL FEET OF 4" SUBSURFACE DRAIN REQUIRED EACH WAY (UPGRADE) FROM ALL STORM INLETS (UNLESS OTHERWISE NOTED ON PLANS). 7. FOR SITE DETAILS SEE SHEET(S) "C10.0 ". 8. FOR SITE SPECIFICATIONS SEE SHEET "C9.0 ". 9. FOR SOIL EROSION AND CONTROL DATA SEE SHEET(S) -C7.0" & - C8.0 ". 10. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF CARMEL STANDARD SPECIFICATIONS, LATEST EDITION. THERE SHALL BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURBS, OR SIDEWALKS OF THE CITY RIGHT —OF —WAY. HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. �li!ll!:Ilr 05 -30-06 FINAL CONSTRUCTION PLANS LLJ t = 0 • `: F- U) (0 DATE DESCRIPTION CLIENT NAME: TONY ALDERSON ALLEN COMMERCIAL GROUP 489 S. STATE ROAD 135, SUITE C GREENWOOD, IN 46142 PHONE: 317 - 882 -7850 ,,,,N, FAX: 317-865-7213 © 2005 DeBoy Land Development Services, Inc. DESIGNED:MLD APPROVED: MLD DRAWN: RCB CHECKED BY: MLD SCALE: 1" = 30' DATE: 11-31-05 PROJECT NO.: 2005 -0052 C4.1 ■ 05 -30-06 FINAL CONSTRUCTION PLANS (0 J Q W W i r Z — o W J C) < Z Z � �0 � F—ureo .� o (0 .�= J CL — W F— to J J Q CL' W > o CLIENT NAME: TONY ALDERSON ALLEN COMMERCIAL GROUP 489 S. STATE ROAD 135, SUITE C GREENWOOD, IN 46142 PHONE: 317 - 882 -7850 ,,,,N, FAX: 317-865-7213 © 2005 DeBoy Land Development Services, Inc. DESIGNED:MLD APPROVED: MLD DRAWN: RCB CHECKED BY: MLD SCALE: 1" = 30' DATE: 11-31-05 PROJECT NO.: 2005 -0052 C4.1 ■