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HomeMy WebLinkAbout05080094-Site Plan17.844.3333 www.seagroupllc.com .OT PLAN WAS ',ED BASED ON ATION TAKEN FROM PLATS, SUBDIVISION RECORD DRAWINGS 'LANS PROVIDED BY IT IS THE ISIBILITY OF' THE ~CTOR TO VERIFY SITE ONS PRIOR TO ',UCTION AND NOTIFY E A GROUP LLC an¢ OK OF ANY 3ANCIES~ )N OF UTILITY LS ON PLOT PLAN NERAL LOCATIONS AN AND SHOULD BE B IN THE FIELD. ~ TO ENSURE POSITIVE ~WAY =ROM ~RE, LOCATION OF UTIUTIES ON PLOT PLAN ARE GENERAL LOCATIONS PER PLAN AND SHOULD BE VERIFIED IF, THE FIELD. GRANULAR BACKFILL SUGGESTED UNDER DRIVEWAY AT SANITARY SEWER LATERAL TRENCH, WATER UNE TRENCH AND ANY OTHER EXCAVATED AREAS. (IF SITUATION OCCURS) DENOTES LOCATION PER CONSTRUCTION PLAN DRAWINGS. CONFIRM BEFORE CONSTRUCTION OF 6" SANITARY LATERAL AND WATER SERVICE LINE, NOTE: CONCRETE APRON TO MATCH EXISTING ALLEY EDGE OF pAVEMENT ELEVATION NOTE: (SECONDARY AREAS - WESTCLAY) MAX. HEIGHT: 55' ON LOTS 100' AND LARGER (TO EVE LINE) 30' ON -ESS THAN 100' MAX. COVERAGE: 50% NOTE: (PRIMARY AREAS WESTCLAY) MAX. HEIGHT: 30' BUILD-UP LINE: 2 STORIES MAX. COVERAGE: 50% ALL MUD iN STREETS FROM TRUCKS LEAVING LOTTOBE CLEANED AT THE END Of EACP fSILT FENCE TO BE USED WHERE NEEDED TO KEEP MUD OFF OF STREETS AND OUT OF STORM SEWERS. AREA OF WATER TAP TO BE BACKFILLED ~TH GRANULAR MATERIAL TO ~THIN 10" OF TOP OF CURB, AREA OF WATER ~AP TO BE RESTORED fo ITS ORIGINAL CONDITION PRIOR TO CONSTRUCTION, IALL SERVICE LATERAL CROSSINGS AT CURB ARE STAMPED SS= SANITARY SEWER SD= SUBSURFACE DRAIN w= WATER NOTE: SUMP TO BE PLACED BY BUILDER AS NEEDED, NOTE: PAD ELEVATION SHOWN iS PER PLANS AND IS NOT THE AS-BUILT ELEVATION. NOTE: THE NFORMATION FOR THE ELEVATION DIFFERENCE BETWEEN THE PRIMARY FINISHED FLOOR ELEVATION TO THE TOP OF BASEMENT WALL AND TO THE BASEMENT FINISHED FLOOR WAS PROVIDED BY THE BUILDER. PROPOSED GRADE PD GROUND WATER FLOW SANITARY SEWER UNE STORM SE~,ER UNE WATER UNE EASEMENT UNE BUILDING SETBAOK U~, NOTE: THE FiNISHED FLOOR ELEVATIONS AND PAD GRADES DEPICTED ON THIS PLOT PLAN IS OPEN FOR REVIEW BY BRENWICK DEVELOPMENT. THE BUILDER S CAUTIONED THAT SAID NFORMATION IS SUBJECT TO CHANGE. NOTE: BUILDER IS TO GRADE SIDEYARD SWALE TO GRADES SHOWN ON THIS ~LAN. IF BUILDER IS UNABLE TO &CHIEVE ~OSITtVE DRAINAGE AWA¥ FROM PROPOSED STRUCTURE. THE ENGINEER SHALL BE CONTACTED. BUILDER IS NOT TO DEVIATE FROM GRADES SHOWN ON THIS PLAN WITHOUT THE CONSENT OF BOTH THE ENGINEER AND BRENWICK. MINIMUM SETBACKS Mit% Side = 3 Feet (5 Feet Min. one side) Min. Reor = 20 Feet ADO. = B Feet 114.00' ~1.33' RESIDENC 114.00' LOT# 6~ 3,916 S, SAN PLOT Section 3001'c, Block A, Lots 648 through 655, plat thereof recorded as Instrument the Office of the Recorder of Hamilton County, Indians. PLAN by: JPrepared For: Shoffer Enterprises of Indiono DdR ~ce Address: 12676 Apsley Lone