The URL can be used to link to this page

Home My WebLink AboutC030.0 - SITE & UTILITY PLANSTMSTMSTMSTM STM STM STM STMSTMSTMWES T O N P O I N T E D R .REDD ROAD9 12 15 16 GGGGGGGGGGGGGGGGGGGGGWWWWWWWWWWWWWWWWWWWWCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMEEEEEEEEEEEEEER STM STM 6" SDR 26 PVC SAN @ 1.4% E E E E E EEEEE E E EEEEEW W WWWWPROPOSED BUILDING 3,500± SF SAN SAN SAN SAN SAN SANWWW W W W W W W W W W D D D D D D D D D D D D D D D D D D D D D DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD DFFE = 902.25 5 8 811 EP1 P1 P1 P2P2 P2 P3 P3 P3 H1 H1 H1 H1 H3 H2 H2 P2 H4 H4 H4 H4 H4 H4 H4 H5 H5 H5 B2 B1 NEAT LINE TO MATCH PROPOSED CONCRETE 2 RISERS @ 7" H4H4 L1 L1 S1 D2 H2 H4 S3 S2 S2 L1 L1 L1 L1 S4 H2 D2 H2 H4 H4 H2 S1 S1 D1 D5 D4 D6 D4 U6 U3 U1 U4 U2 U5 D7 D7 D7 H1 H6 B4 H7 H8 H8 H8 H5 H5 H5 U7 U8 B5 B5 B5 C200 Site PlanC030.0SITE & UTILITY PLANW24.0018JKW24.001805/29/2024DDDDEVERWISE CARMEL10920 N. MICHIGAN ROAD, ZIONSVILLE, IN 4607710 9abcd 8 7 6efgh109876 5 4 3 2 Part of Section 6, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana1 PREPARED FOR:PROJECT NO. SHEET NO.abcd5 4 3 2 e1 fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONgALLAN H. WEIHE, P.E., L.S. - FOUNDER14528 S. Outer 40 Road, Suite 444Chesterfield, Missouri 63017weihe.netBuild with confidence.SMENGINEERS314 | 343 - 2211800 | 452 - 6408WEIHELand Surveying | Civil EngineeringLandscape Architecture05/29/2024PROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:W S N E Know what's below. before you dig.Call R STEVEN SCOTT RUCKER P.E. 11300279 SITE & UTILITY PLAN NOTES PAVEMENT SAWCUT AND MATCH EXISTING PAVEMENT WITH 1" BULLNOSE HEAVY DUTY CONCRETE PAVEMENT STANDARD DUTY ASPHALT PAVING HARDSCAPE 6" BARRIER CURB INTEGRAL CURB RECESSED CURB TAPER CURB CONCRETE SIDEWALK BOLARD CONCRETE STEPS, 2 RISERS @ 7" MATCH EXISTING SIDEWALK PAVEMENT BUILDING ACCESSORIES DUMPSTER ENCLOSURES PAYMENT KIOSKS CANOPY BIKE RACK LIGHT POLE AND BASE (REFER TO LIGHTING PLAN) SIGNAGE & MARKINGS 4" PAINTED WHITE SOLID LINES (TYP) ACCESSIBLE PARKING SPACE 4" PAINTED ADA SPACES & STRIPES (BLUE) ADA SIGN DRAINAGE (STORM AND SANITARY) CURB INLET 2-GRATE INLET (WITH SIDE INTAKE) ACO DRAIN SANITARY CONNECTION CLEANOUT (REFER TO PLUMBING PLANS) 6" SDR 26 PVC @ MIN. 2% CONNECT TO EXISTING PRIVATE ROOF DRAINS AND CLEANOUTS LANDSCAPE REFER TO LANDSCAPE PLANS UTILITIES CONNECT TO EXISTING WATER MAIN WITH VALVE AND METER. 1-INCH COPPER WATER SERVICE (MEP TO CONFIRM SIZE). WATER SERVICE CONNECTION TO BUILDING (REFER TO MEP PLANS). CONNECT TO EXISTING POWER LINE. ELECTRICAL SERVICE LINE ELECTRICAL SERVICE CONNECTION TO BUILDING (REFER TO MEP PLANS) EXISTING FIRE HYDRANT PROPOSED TRANSFORMER PAD LOCATION H1 H2 H3 H4 B1 B2 S1 S2 S3 S4 P1 P2 P3 RIGHT OF WAY LINE BUILDING SETBACK LINE BOUNDARY LINE BOLLARD EXISTING ASPHALT HEAVY DUTY CONCRETE PAVEMENT ROW RIGHT OF WAY BSL BUILDING SETBACK LINE ESMT EASEMENT D.&U.E.DRAINAGE AND UTILITY EASEMENT FFE FINISH FLOOR ELEVATION STANDARD DUTY ASPHALT SIDEWALK PAVEMENT SITE PLAN LEGEND ABBREVIATIONS LINE TYPES SITE & UTILITY PLAN GENERAL NOTES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, OR VERIFYING THAT ALL PERMITS HAVE BEEN OBTAINED, FROM CITY, COUNTY, AGENCY, AND UTILITY AUTHORITIES PRIOR TO STARTING CONSTRUCTION. 2.THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING ALL O.S.H.A. WORKER SAFETY STANDARDS. 3.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL OFFSITE WORK WITH ADJACENT PROPERTY OWNER AND CITY OF CARMEL AUTHORITY AND MAINTAINING TRAFFIC CONTROL IN ACCORDANCE WITH CITY REQUIREMENTS. 4.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING QUALITY CONTROL, OR ENSURING THAT QUALITY CONTROL IS MAINTAINED, THROUGHOUT THE DURATION OF THE PROJECT SCHEDULE. 5.THE CONTRACTOR IS RESPONSIBLE FOR ALL QUANTITY TAKEOFFS PRIOR TO BID AND PROVIDING BALANCED UNIT PRICES FOR ALL WORK ITEMS. UNBALANCED BIDS WILL BE CONSIDERED DISQUALIFIED. 6.THE CONTRACTOR SHALL BE ENTIRELY RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS. 7.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO COMMENCING WORK. CAD FILES WILL BE PROVIDED TO THE CONTRACTOR ONLY AS INSTRUMENTS OF SERVICE. 8.THE CONTRACTOR SHALL REQUEST ALL CLARIFICATIONS AT LEAST TWO (2) BUSINESS DAYS PRIOR TO EACH STAKEOUT ACTIVITY, AND EACH STAKEOUT ACTIVITY SHALL TAKE PLACE AT LEAST TWO (2) BUSINESS DAYS PRIOR TO COMMENCING THAT PART OF THE WORK. 9.THE CONTRACTOR SHALL PRESERVE ALL PROPERTY CORNERS, CONTROL POINTS, BENCHMARKS, AND STAKEOUT HUBS. SHOULD ANY DAMAGE TO THESE OCCUR, IT SHALL BE REPORTED TO THE PROJECT MANAGER IMMEDIATELY. THE CONTRACTOR SHALL BEAR THE COST OF REPLACEMENT OF THE ABOVE. 10.THE CONTRACTOR SHALL RESTORE ALL PERIMETRAL CONDITIONS TO THEIR ORIGINAL CONDITIONS PRIOR TO CONSTRUCTION. H5 SITE INFORMATION SITE AREA = 49,953 SF = 1.15 AC MANHOLE GAS METER B3 2 GRATE INLET W/ SIDE INTAKE D1 D2 D3 D4 D5 D6 L1 U1 U2 U4 U5 U6 U3 D7 H6 B4 H7 H8 U7 U8 B5