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HomeMy WebLinkAboutPatel Pool House rev 10_8' Grou Lanc! Surveyors 494 Gradle Drive Phone: 317.844.3333 Carmel, IN 46032 Fax: 317.844.3383 www.SEAGroupLLC.com THIS PLOT P�AN WAS PREPARED BASED ON INFORMATION TAKEN FROM RECORD PLATS, SUBDIVISION PLANS, RECORD DRAWINGS AND PLANS PROVIDED BY CLIENT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY SITE CONDlTIONS PRIOR TO CONSTRUCTION AND NOTIFY THE S E A GROUP LLC and BRENWICK OF ANY DISCREPANCIES. LOCATION OF UTILITY LATERALS ON PLOT PLAN ARE GENERAL LOCATIONS PER PLAN AND SHOULD BE VERIFIED IN THE FIELD. NOTE: BUILDER TO ENSURE POSITIVE FLOW AWAY FROM STRUCTURE. NOTE: SUMP TO BE PLACED BY BUILDER AS NEEDED. NOTE: BUILDER IS TO GRADE SIDEYARD SWALE TO GRADES SHOWN ON THIS PLAN. IF BUILDER IS UNABLE TO ACHIEVE POSITIVE DRAINAGE AWAY 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. FLOOR ELEVATIONS AND PAD GRADES DEPICTED ON THIS PLOT PLAN lS OPEN FOR REVIEW BY BRENWICK DEVELOPMENT. THE BUILDER IS CAUTIONED THAT SAID INFORMATION IS SUBJECT TO CHANGE. DENOTES LOCAl10N PER CONSTRUCTION PLAN DRAWINGS. CONFIRM BEFORE CONSTRUCTION OF 6" SANITARY �ATERAL AND WATER SERVICE LINE. NOTE: CONCRETE APRON TO MATCH EXISTING ALLEY EDGE OF PAVEMENT ELEVATION ALL MUD IN STREETS FROM TRUCKS LEAVING LOT TO BE CLEANED AT THE END OF EACH DAY. � LOCATION OF UTILITIES ON PLOT PLAN ARE GENERAL LOCATIONS PER PLAN AND SHOULD BE VERIFIED IN THE FIEID. GRANULAR BACKFfLL SUGGESTED UNDER DRIVEWAY AT SANITARY SEWER LATERAL TRENCH, WATER LINE TRENCH AND ANY OTHER EXCAVATED AREAS. (IF SITUATION OCCURS) NOTE: (SECONDARY AREAS — WESTCLAY) MAX. HEIGHT: 35' ON LOTS 100' AND LARGER (TO EVE LINE) 30' ON LESS THAN 100' MAX. COVERAGE: 50� NOTE: THE INFORMATION 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. NOTE: (PRIMARY AREAS — WESTCLAY) MAX. HEIGHT: 30' BUILD—UP LINE: 2 STORIES MAX. COVERAGE: 50% NOTE: PAD ELEVATION SHOWN IS PER PLRNS AND IS NOT THE AS—BUILT ELEVATION. / I ��,� OQ.O PROPOSED GRADE PER PLAN GRQUND WATER FLOW —""—""—""— SANITARY SEWER LINE —'"—�—�— STORM SEWER LINE —'"—"'—"'— WATER UNE --�--'---'-------------- EASEMENT UNE — — — — — — — BUILDING SETBACK LINE MILL POND B OCK��' DU&SE NORAIAL POOL=885.00 100 YEAR ELEV. = 887.11 BOTTOM ELEV. = s79.00 Stwm Str. T� � BANK ELEV. = 889.10 /' INV.=885.00 r,�.� � Per Plan . . � 3• 91 d- rn O � � � 0 �n i i i i i � i i i i i f � i r � i i i � i r i i i i � i t i i r � i I I � I i , 16 �6 42 � 0 ,�� 15 OE _—� ; z `sidc 98.9' Lc�t Feq. t12.t' ��- i� '� D�,�, p�: 2 N > � PO � 20.00' " XiStliif. Grill . 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