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HomeMy WebLinkAbout030056-Site PanES: ~ PROPOSED GRADE :~ DENOTES LOCATION PER CONSTRUCTION PLAN DRAWINGS. CONRRM BEFORE CONSTRUCTION OF 6" SANITARY LATERAL AND WATER SERVICE LINE. ILL MUD IN STREETS FROM TRUCKS £AVING LOT TO BE CLEANED AT  E END OF EACH DAY. ']RAW BALES AND SILT FENCE TO BE USED HERE NEEDED TO KEEP MUD OFF OF ;TREETS AND OUT OF STORM SEWERS. ~REA OF WATER TAP TO BE ACKFILLED WITH GRANULAR IATERIAL TO WITH N 10" OF OP OF CURD. ~REA OF WATER TAP TO BE RESTORED 0 ITS' ORIGINAL CONDITION PRIOR 0 CONSTRUCTION. HIS PLOT PLAN WAS PREPARED ASED ON INFORMATION TAKEN ROM RECORD PLATS, SUBDIVISION LANS, RECORD DRAWINGS AND .LANS PROVIDED BY CLIENT. IT ; THE RESPONSIBILITY OF THE ONTRACTOR TO VERIFY SITE ONDITIONS PRIOR TO CONSTRUCTION ~ND NOTIFY THE SCHNEIDER :ORP. AND BRENWIOK DEVELOPMENT : ANY DISCREPANCIES. LL SERVICE LATERAL !ROSSINGS AT CURB ARE STAMPED !A= SANITARY SEWER ~S= SUBSURFACE DRAIN ¥= WATER .OCATION OF UTILITIES ON PLOT PLAN IRE ~NERAL LOCATIONs PER PLAN ~,ND SHOULD BE VERFIED IN THE FIELD. ,RANULAR BACKRLL SUGGESTED JNDER DRIVEWAY AT SANITARY SEWER ATERAL TRENCH WATER UNE TRENCH ~ND ANY OTHER EXCAVATED AREAS. IF SItuATION OCCURS) ~OTE: (SECONDA,RY AREAS - ~WE, STCLAY) 4AX. HEIGHT; 35 ON LOTS 100 AND LARGER TO EVE LINE) 30 ON LESS THAN 100 ,tAX. COVERAGE; 507~ IoTE: (PRIMARY AREAS - WESTCLAY) 4AX. HEIGHT: 30' IUILD-UP UNE: 2 STORIES IAX. COVERAGE: 50Fo ,IOTE: PAD ELEVATION SHOVel IS PER PLANS kND IS NOT THE AS-BUiLT ELEVATION. IOTE: THE INFORMATION FOR THE ELEVATION ~IFFERENCE BETWEEN THE PRIMARY FINISHED 'LOOR ELEVATION TO THE TOP OF BASEMENT IALL AND TO THE BASEMENT FINISHED FLOOR IAS PROVIDED BY THE BUILDER. The Schneider Corporation Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 317-826-7100 317-826-7110 FAX ~OTE: CONCRE]E APRCH TO MATCH EXISTING ALLEY EDGE OF PAVEMENT ELEVATION Engineering Surveying Landscaping Architecture GIS · LIS Geology 8ECllON LOTS THROUGH 3,916 8.F. ~ APRCH t CONC. / 24.00 ~ GAEAGE ' ~ P~OPO~D ~ ~E~DEN~ 3 6 o 898 ~ CRA~ i/ ~.5~ ]896 2 P~CH 1895.41 ' 10 5'WN.X IW ALLEY /?APPROX EDGE OF PVMNT ~ SAN SEWER--- -10 B.T.L TC=898.10 PER RE(:~]RD I PLACED DY BI lAS NEEDED . APSLEY LANE 52'- /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. 92 I, Dennis L. Grumpp, duly licensed LC Surveyor, Indlano ~// S0303, do hereby cerUfy thor in my opinion, if the finished grodes ore constructed os shown, the Surface Droin=ge on the subject lot. will be sotisfoctory for Resldentiol Construction. No. YlIIIIIIIIIIIIIIIIt[[~X[xx~ JOB # 02-465 12/18/02 [