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HomeMy WebLinkAbout05080258-Site Plan nd Surv~ Industrail Drive, Ca 17.844.3333 F 317.844.3383 www.seagroupllc, com ; PLOT PLAN WAS :PARED BASED ON )RMATION TAKEN FROM :ORD PLATS. SUBDIVISION NS, RECORD DRAWINGS ~ PLANS PROV1DED BY :NT. IT IS THE PONSIBIUTY OF THE ITRACTOR TO VERIFY SITE IDITIONS PRIOR TO ISTRUCTION AND NOTIFY S E A GROUP LLC end NW~CK OF ANY ;REPANCreS. ATION OF UTILITY ERALS ON PLOT PLAN ; GENERAL LOCATIONS PLAN AND SHOULD BE FlED IN THE FIELD. .DER TO ENSURE POSITIVE W AWAY FROM UCTURE, (P TO BE PLACED BY -DER AS NEEDED, E: BUILDER IS TO ,DE SIDEYARD SWALE TO ,DES SHOWN ON THIS N. IF BUILDER IS ~BLE TO ACHIEVE ;ITIVE DRAINAGE AWAY ,M PROPOSED UCTURE. THE ENGINEER ,LL BE CONTACTED. .DER IS NOT TO DEVIATE 'M GRADES SHOWN ON ~ PLAN ~THOUT THE ISENT OF BOTH I~HE ;INEER AND 9RENWICK. re: THE FINISHED ~OR ELEVATIONS AND ) GRADES DEPICTED ON S PLOT PLAN IS OPEN ~ REVIEW BY BRENWICK ~LOPMENT. THE BUILDER ,,AUTIONED THAT SAID CHANGE, IOTES LOCATION PER ~STRUCTION PLAN ~,WlNGS, CONFIRM ,BEFORE ~STRUCTION OF 6' IITARY LATERAL AND [ER SERVICE LINE. [E: CONCRETE APRON TO rCH EXISTING ALLEY ;E Of PAVEMENT VATION MUD IN STREETS FRO~V ICKS LEAVINO~LOT TO BE iANED AT THE END OF ;H DAY, L~CATION OF UTIUTIES ON PLOT PLAN ARE GENERAL LOCATIONS PER PLAN AND SHOULD BE VERFIED IN THE FIELD. GRANULAR BACKFILL SUGGESTED UNDER DRIVEWAY AT SANITARY SEWER LATERAL ~RENCH, WATER LINE TRENCH AND ANY OTHER EXCAVATED AREAS. (IF SITUATION OCCURS) NOTE; (SECONDARY AREAS -,~ -WESTCLAY) MA~, HEIGHT', 35 ON LOTS 100 ~ND LARGER (TO EVE LINE) ~0' ON LESS THAN 100 MAX. COVERAGE: 50% NOTE: THE NFORMATION FOR THE ELEVATION DIFFERENCE BETWEEN THE PRIMARY FINISHED FLOOR ELEVATIOi'~ TO THE lOP OF BASEMENT WALL AND TO THE BASEMENT FINISHED FLOOR WAS PROV1DED BY THE BUILDER. / % F FENCE TO BE USED ~.RE NEEDED TO KEEP ) Off OF STREETS AND r OF STORM SEWERS. :A OF WATER TAP TO BE ·.KFIELED W1TH GRANULAR IERIAL TO W1THIN 10 OF ~ OF CURB, ~A OF WATER TAP TO BE ;TORED TO ITS' ORIGINAL ~DITION PRIOR TO ~STRUCTION · SERVICE LATERAL )SSINGS AT CURB ARE ~MPED SS= SANITARY YER SD-- SUBSURFACE kiN W= WATER MINIMUM SETBACKS ~ide = 5 Feet or 8~ Lot width @ B.L. (7.5'~ Rear = 20 Feet I. -- 1~ of Jot width @ B.L (16.8~ the Recorder PLOT PLAN ale: 1"=30' tie: ApFil '-PROPOSED GRADE PER PLAN GROUND WATER ""LOW SANITARY ,SEWER LINE STORM SEWER UNE WATER LINE EASEMENT UNE BUILDING SETBACK UNE NOTE: (PRIMARY A'~EAS - WESTCLAY) ~AX, HEIGHT: 30' BUILD-UP LINE: 2 STORIES MAX. COVERAGE: 50% SHOWN IS PER PLANS AND S NOT THE AS-BUILT ELEVATION j~ LOT# 853 16,165 S.F. Number 200400075988 :or: hire ~omes 0 Indiana. Finchley Rood