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HomeMy WebLinkAboutC3.1 UTILITY PLANCATVXXXXXXXXXX3.1' 8.2' TC: 884.41 Inv. 12" N 882.01 Inv. 15" S 882.01 TC: 884.98 Inv. 10" E 883.23 TC: 884.92 Inv. Unable to Open TC: 884.90 Inv. Unable to Open TC: 884.41 Inv. 15" W 882.66 TC: 885.76 Inv. Unable to Open TC: 884.12 CO CO CO M M T T T T T Ex. End Section Inv. 881.42 Ex. End Section Inv. 881.28 Ex. End Section Inv. 880.88 Ex. End Section Inv. 881.12 Ex. End Section Inv. 880.90 Ex. End Section Inv. 882.38 Ex. End Section Inv. 881.65 Ex. End Section Inv. 882.43 Ex. End Section Inv. 882.40 8"W8"W8"WPL PL PL PLPLPLPLPLPL PLPL 2"W2"W 2"W 10"STM 12"STM15"STM15"STMSTMEEEESAN SAN SAN50' Ex. R/WWetland 12"STM12"STM12 " STM 12" STM 12"STM DS DS DS CO CO 8"RD 8"RD 8"RD8"RD8"RD1 2 4 6 3 EX1 EX2 EX3 EX4 EX5 EX6 G 6"F 6"F6"F 6"F PR. PIPE CULVERT INV. 882.00 12"STM PIV G G5 47' Preservation Easement Construction Limits Construction Limits Construction Limits 1 2 PROPOSED BUILDING ADDITION EXISTING BUILDING EXPOSE EXPOSE PR. HYDRANT 1 2 3 4 56 7 8 9 1011 12 13 14 EXPOSE FDC CONNECTION Water Service Coordinates 1 2 3 4 5 6 7 8 9 10 11 12 13 14 DESCRIPTION 8"x6" TAP SADDLE 6" TAPPING VALVE 45° VERT. BEND 6" TAPPING VALVE 6" TAPPING VALVE 45° VERT. BEND 6"x6" TEE 6" VALVE BOX FIRE HYDRANT POST INDICATOR VALVE 45° HORIZ. BEND 45° HORIZ. BEND 45° HORIZ. BEND 45° HORIZ. BEND NORTHING 1704660.93 1704660.87 1704659.08 1704659.05 1704657.94 1704657.90 1704656.46 1704678.37 1704682.28 1704656.13 1704654.38 1704649.31 1704550.70 1704545.85 EASTING 168147.47 168143.47 168026.48 168024.48 167951.49 167948.49 167854.28 167853.94 167853.88 167832.35 167717.72 167712.80 167714.31 167719.35 NORTHING AS-BUILT EASTING AS-BUILT ℄ ELEVATION X 1. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE. 2. DIMENSIONS AND COORDINATES ARE FROM FACE OF CURB OR EXTERIOR FACE OF BUILDING, UNLESS OTHERWISE NOTED. 3. EXTEND UTILITIES TO WITHIN 5' OF FACE OF BUILDING, UNLESS OTHERWISE NOTED. COORDINATE EXACT LOCATION WITH PLUMBING CONTRACTOR. FINAL CONNECTION BY PLUMBING CONTRACTOR. 4. REFER TO SHEETS C2.1-C2.2 FOR STORM SEWER INFORMATION. 5. MAINTAIN MINIMUM 4'-0" COVER OVER ALL WATERLINES. 6. MAINTAIN MINIMUM 18" VERTICAL CLEARANCE FROM THE OUTSIDE OF ANY WATERLINE PIPE TO THE OUTSIDE OF ANY STORM OR SANITARY SEWER. 7. PROVIDE THRUST BLOCKS OR RESTRAINED MECHANICAL JOINT PIPE AT EACH VALVE, TEE, FITTING, OR CHANGE IN DIRECTION OF WATERLINE. 8. REFER TO CITY OF CARMEL STANDARD DRAWINGS FOR TYPICAL FIRE HYDRANT INSTALLATION DETAILS. 9. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER ARE PROHIBITED. 10. CONNECTION TO EXISTING WATER MAINS SHALL NOT BE PERFORMED UNTIL THE NEW LINES HAVE BEEN SANITIZED AND ALL TESTS HAVE BEEN COMPLETED AS SPECIFIED BY THE CITY OF CARMEL AND THESE CONTRACT DOCUMENTS. 11. ALL COORDINATES AND ELEVATIONS BASED ON SURVEY PERFORMED BY DLDS DATED 02/21/2022. REFER TO TOPOGRAPHIC SURVEY SHEET. 12. WHERE PLANS PROVIDE FOR A PROPOSED UTILITY TO BE CONNECTED TO, OR CROSS OVER, OR UNDER AN EXISTING UNDERGROUND UTILITY, THE CONTRACTOR SHALL LOCATE THE EXISTING PIPES OR UTILITIES, BOTH AS TO LINE AND GRADE BEFORE STARTING TO LAY THE PROPOSED UTILITY. THESE LOCATIONS ARE NOTED THUS: EXPOSE. IF IT IS DETERMINED THAT THE ELEVATION OF THE EXPOSED UTILITY DIFFERS FROM THE PLAN ELEVATION, RESULTS IN A CHANGE IN THE PLAN SEWER SLOPE, OR WILL INTERSECT AN EXISTING UTILITY AS SHOWN ON THE PLAN, THE ENGINEER SHALL BE NOTIFIED BEFORE STARTING CONSTRUCTION OF ANY PORTION OF THE PROPOSED UTILITY WHICH WILL BE AFFECTED BY THE VARIANCE IN THE EXISTING ELEVATIONS. 13. SUPPORT AND PROTECT ALL UTILITIES EXPOSED DURING EXCAVATION AND TRENCHING. 14. ANY REQUIRED WATERLINE SHUT-DOWNS SHALL BE COORDINATED WITH THE OWNER AND/OR THE CITY. 1. GAS LINE RELOCATION COORDINATED BY CENTER POINT ENERGY. 2. PROVIDE CONNECTION INTO BUILDING PER DETAIL A/C3.2. COORDINATE FINAL LOCATION AND ELEVATION WITH PLUMBING CONTRACTOR. FINAL CONNECTION BY PLUMBING CONTRACTOR. 0 GRAPHIC SCALE SCALE IN FEET 30 60 90 GENERAL NOTES: CODED NOTES: REVISION: PROJECT NUMBER: 20297 Sheet Name: © 2021 M+A Architects 04 MARCH 2022 DATE: SHEET NUMBER:RENOVATION AND ADDITIONMEDVET CARMEL - ANIMALHOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032STATUS: PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: 2021-0012 UTILITY PLAN C3.1AWM AWM JDB UTILITY LEGEND EXISTING PROPOSED PIV UNDERGROUND ELECTRIC LINE FIRE PROTECTION SERVICE LINE GAS LINE STORM SEWER FIRE HYDRANT GATE VALVE & CURB BOX POST INDICATING VALVE FIRE DEPARTMENT CONNECTION STRUCTURE NUMBER REMOVE AND REPLACE PAVEMENT IN KIND PER STD. DWG. 10-24 E F G STM W REFER TO TOPOGRAPHIC SURVEY 1 07/13/22