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HomeMy WebLinkAbout05080245-Site Planind 7.844.3333 F 317.844.3383 www.seagroupllo.com PLOT PLAN WAS 'ARED BASED ON ;~MATION TAKEN FROM iRD PLATS. SUBDIVISION iS. RECORD DRAWINGS PLANS PROVIDED BY ~T. IT IS THE 'ONSIBIUTY OF THE ~ACTOR TO VERIFY SITE )ITIONS PRIOR TO ;TRUCTION AND NOTIFY S E A GROUP LLC and IWICK OF ANY ~EPANCIES. ,TION OF UTILITY RALS ON PLOT PLAN GENERAL LOCATIONS PLAN AND SHOULD BE qED IN THE FIELD. )ER TO ENSURE POSITIVE I AwaY FROM ICTURE. ~ TO BE PLACED BY )ER AS NEEDED, :: BUILDER IS TO )E SIDEYARD SWALE TO )ES SHOWN ON THIS L IF BUILDER IS 3LE TO ACHIEVE TIVE DRAINASE AWAY ! PROPOSED ~CTURE. THE ENGINEER .L BE CONTACTED. )ER IS NOT TO DEVIATE t GRADES SHOWN ON PLAN WITHOUT THE ~ENT OF BOTH THE NEER AND BRENWICK. [: THE FINISHED )R ELEVATIONS AND GRADES DEPICTED ON PLOT PLAN IS OPEN REV1EW BY BRENWICK :LOPMENT. THE BUILDER AUTIONED THAT SAID RMA~ON IS SUBJECT ~'HANGE. )TES LOCATION PER STRUCTION PLAN ,~INGS. CONFIRM BEFORE 3TRUCTION OF 6" TARY LATERAL AND :R SERVICE LINE. ~: CONCRETE APRON TO 3H EXISTING ALLEY [ OF PAVEMENT rATION MUD IN STREETS FROM ]KS LEAVING LOT TO BE ~NED AT THE END OF t DAY. FENCE TO BE USED ~E NEEDED TO KEEP OFF OF STREETS AND OF STORM SEWERS. ~, OF WATER TAP TO BE <FILLED WITH GRANULAR '-RIAL TO WITHIN 10" OF OF CURB. ~ OF WATER TAP TO BE 'ORED TO ITS' ORIGINAL ]ITION PRIOR TC- 3TRUCllON. SERVICE LATERAL ~SINGS AT CURB ARE ~PED SS= SANITARY ~R SD= SUBSURFACE N W= WATER r0~ PROPOSED GRADE PER PLAN (;ROUND WATER FLOW s~ ~ SANITARY SEWER LINE sm--~ STORM SEWER LINE ~ ~m~ WATER LINE ................ [ASEMENT UNE ~UILDING SETBACK LINE LOCATION OF U~LITIES ON PLOT PLAN ARE GENERAL LOCATIONS PER PLAN AND SHOULD BE VERIFIED IN THE FIELD, GRANULAR BACKFILL SUGGESTED UNDER DRIVEWAY AT SANITARY SEWER LATERAL TRENCH, WATER UNETRENCH AND ANY OTHER EXCAVATED AREAS. (IF SITUATION OCCURS) NOTE: (SECONDARY AREAS -,WESTDLAY) MA~, HEIGHT: 55 ON LOTS 100 AND LARGER (TO EVE LINE) 50' ON LESS THAN 100' MAX, COVERAGE: 50~ NOTE: (PRIMARY AREAS - WESTCLAY) MAX. HEIGHT: 30' BUILD-UP LINE: 2 STORIES MAX. COVERAGE: 50% NOTE: PAD ELEVATION SHOWN IS PER ~LANS AND IS NOT THE AS-BUILT ELEVATION. ~o' OU&SE 118,47 NOTE: THE NFORMATION FOR THE ELEVATION DIFFERENCE BETWEEN THE PRIMARY qNISHED FLOOR ELEVATION TO THE TOP OF BASEMENT WALL AND TO THE BASEMENT FINISHED FLOOR WAS PROVIDED BY THE BUILDER. MILFORD STR_EET _ -~0' R/w LOT# 259 20,054 S.F. MINIMUM SETBACKS Side = 5 Feet or 8% Lot width @ B.L (10.3~ Rear: 20 Feet : 18~ of lot width ~ B.L. erty Description: umber 259 V'~Iege of Westclay, Section 12002, an Addition in Hamilton County, e es per plat thereof recorded se Instrument Number 200400075939 fOUnd in · ce of the ReCOrder of Hamilton County, Indians. PLOT PLAN ie: 1"=30' Drawn b e: Aug. 15, 2005 Revised: JPre~pored For: idence 1808 Milford Street