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HomeMy WebLinkAbout0005.00 Site PlanThe Schneider Corporation 01 PROPOSED GRADE 0 EXISTING GRADE PER PLAN 12726 Hamilton Crossing Blvd. Carmel, Indiana 46032 317-574-3797 317-574-3799 FAX DENOTES LOCATION PER CONSTRUCTION PLAN DRAWINGS. CONFIRM BEFORE CONSTRUCTION OF 6" SANITARY LATERAL AND WATER SERVICE LINE. - MUD IN STREETS FROM TRUCKS WING LOT TO BE CLEANED AT E END OF EACH DAY. RAW BALES TO BE USED WHERE EDED TO KEEP MUD OFF OF BEETS AND OUT OF STORM SEWERS. -A OF WATER TAP TO BE ,KFILLED WITH GRANULAR TERIAL TO WITHIN 10" OF ' OF CURB. =A OF WATER TAP TO BE RESTORED ITS' ORIGINAL CONDITION PRIOR CONSTRUCTION. S PLOT PLAN WAS PREPARED 3ED ON INFORMATION TAKEN IM RECORD PLATS, SUBDIVISION NS, RECORD DRAWINGS AND INS PROVIDED BY CLIENT. IT [HE RESPONSIBILITY OF THE ITRACTOR TO VERIFY SITE IDITIONS PRIOR TO CONSTRUCTION 1 NOTIFY THE SCHNEIDER :P. AND BRENWICK DEVELOPMENT ANY DISCREPANCIES. SERVICE LATERAL )SSINGS AT CURB ARE STAMPED • SANITARY SEWER • SUBSURFACE DRAIN WATER TC=894.95 PER PLAN 'ATION_OFUTILITIES.ON.PLOT-PLAN- -- - - GENERAL LOCATIONS PER PLAN I SHOULD BE VERFIED IN THE FIELD. NULAR,BACKFILL SUGGESTED TER DRIVEWAY AT SANITARY SEWER -RAL TRENCH, WATER LINE TRENCH ,ANY OTHER EXCAVATED AREAS. SITUATION OCCURS) E: (SECONDARY AREAS - WESTCLAY) ': HEIGHT: 35' ON LOTS 100' AND LARGER EVE.LINE) 30' ON LESS THAN 100' '. COVERAGE: 50% (PRIMARY AREAS - WESTCLAY) HEIGHT: 30' D-UP LINE: 2 STORIES COVERAGE: 50% E: PAD ELEVATION SHOWN IS PER PLANS IS NOT THE AS -BUILT ELEVATION. THE INFORMATION FOR THE ELEVATION [RENCE BETWEEN THE PRIMARY FINISHED IR ELEVATION TO THE TOP OF BASEMENT AND TO THE BASEMENT FINISHED FLOOR PROVIDED BY THE BUILDER. Engineering Surveying Landscape Architecture GIS • LIS Geology LOT # 715 SECTION 3001-B VILLAGE OF WESTCLAY 111582 S.F. NOTE: CONCRETE APRON TO MATCH EXISTING ALLEY EDGE OF PAVEMENT ELEVATION - 8.0), APRON 94.5 4067' 96.0 GARAGE FFE=894.7 cn 95.1 47 \96.0 95.9 _9 a 6SMT FFE= / 886.7 1.67 PROPOSED FIRM & MSY , RESIDENCE-- - ..,. FFE= 897.6 43.34' _ ly_p' w PORCH �1z: BR 92.7 s 95.0 s' wau PER PLAN ASSUMED NORTH \ SCALE:1" = 30' TC=893.90 PER PLAN, ).74 ALLL1 96.0 12' ALLEY ESMT. 94.5 / 95.8 4.Om0 4.00' / 4.00' / Y 4 ao 11.3 h op a. 7 v5 r r / r TC=891.48- / I PFR PI AN HANDICAP / �W- CHAIRBACK CURB - -RAM--L WATER LINE MEETING HOUSE ROAD 52' R/W 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. 'ARED FOR: '0 HOMES F PLAN LOT # 715 AGE OF WESTCLAY SECTION 3001-B 1. # 9965088 PC # 2 SLIDE # 344 i MEETING HOUSE ROAD WING IS BASED ON CONSTRUCTION PLANS OR RECORD DRAWINGS AND IS NOT BASED UPON A FIELD SURVEY. THE SCHNEIDER CORPORATION DOES NOT THE ACCURACY OR SUFFICIENCY OF THIS INFORMATION. THE CONTRACTOR SHOULD VERIFY EXISTING CONDITIONS PRIOR TO ANY CONSTRUCTION. ANY NCY FOUND UPON THIS DRAWING SHOULD BE REPORTED TO THE SCHNEIDER CORPORATION IMMEDIATELY; FAILURE TO DO SO WILL RESULT IN THE TORS ASSUMPTION OF LIABILITY. \\\�UnllilnLrrri 0. *= S0389 '*= ' STATE OF l9. 7NDIAN P,'��\� N,ENT ELEVATION DEPICTED HEREON HAS BEEN DETERMINED AND 'BASED UPON THE PAD GRADES AND OR CONTOURS TAKEN FROM THE CONSTRUCTION PLANS SUBDIVISION. UNLESS STATED, NO INFORMATION ABOUT FLUCTUATING WATER TABLES, SOIL CONDITIONS OR SOIL TYPES WITHIN THE BUILDING AREA HAS BEEN OR STATED ON SAID PLAN, IT ISRECOMMENDEDTHAT BASEMENT FINISHED FLOOR ELEVATIONS BE AT LEAST (1) FOOT ABOVE THE NORMAL POOL V OF ANY ADJOINING BODIES OF WATER UNLESS A STUDY OF FACTS REVEALS OTHERWISE. IF DURING THE EXCAVATION PROCESS, ANY GROUNDWATER IS ), THE SCHNEIDER CORPORATION SHOULD BE NOTIFIED IMMEDIATELY. THE BASEMENT ELEVATION SHOULD BE RAISED (2) FEET ABOVE THE GROUNDWATER D ADDITIONAL CONSTRUCTION TECHNIQUES SHOULD BE INCORPORATED TO ALLEVIATE FUTURE PROBLEMS: JOB # 99-4277-14 12/08/99 DJR