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Home My WebLink About1201.97.1r,� NOTES: SCHNEIDER ENGINEERING CORPORATION PROPOSED GRADE 00.0 EXISTING GRADE PER RECORD DRAWING c DENOTES LOCATION PER RECORD DRAWINGS. CONFIRM BEFORE CONSTRUCTION 6" SAN. LATERAL AND WATER SERVICE LINE. ALL MUD IN STREETS FROM TRUCKS LEAVING LOT M BE CLEANED AT THE END OF EACH DAY. STRAW BALES TO BE USED WHERE NEEDED TO KEEP MUD OFF OF STREETS AND OUT OF STORM SEWERS. AREA OF WAITER TAP TO BE BACKFILLED WITH GRANULAR MATERIAL TO WATHIN 10" OF TOP OF CURB. AREA OF WATER TAP TO BE RESTORED TO ITS' ORIGINAL CONDITION PRIOR TO CONSTRUCTION SIDEWALK TO BE 6" THICK THRU DRIVEWAY. EXPANSION JOINT MATERIAL TO BE USED BETWEEN WALK AND CURB. (WALK AND DRIVE, AND DRIVE AND CURB IF CONCRETE IS USED IN DRIVEWAY.) NO DRIVE SHALL 13E PLACED CLOSER THAN 2 FEET TO A LOT LINE EXCEPT WHERE SAID LOT LINE IS ALSO A STREET RIGHT OF WAY LINE THIS PLOT PLAN 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 CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY SCHNEIDER ENGINEERING CORP. AND BRENWICK DEVELOPMENT OF ANY DISCREPANCIES. NOTE. - -THE REIRDENTIAL 0MTRICTS AMTMIG HEIGHT TO TWENTY —FIVE (25) FEET. A 6WEt1M UAY HE CEASED IN HEIGHT TO THIRTY —FIVE (35) FEET PROVIDED T14E SIDE AND REAR YARDS ARE VOCREASE© AN ADDITIONAL- FOOT FOR EACH FOOT SUCH STRUCTURE EXCEEDS QTY --AK (25) FEET R4 HEIGHT. PER CARL. ZOWING ORDINANCE 26.1.1. ALL SERVICE. LATERAL CROSSINGS AT CURS ARE STAMPED SA- SANiTATY -- SS= SUBACE DRAIN W= WATER LOCA71ON OF U71LJ71ES ON PLOT PLAN ARE GENERAL LOCATIONS PER PLAN AND SHOULD! 0E VERFIED IN THE FIELD. 0 o�0 ASSUMED NORTH SCALE 1 " = 30' 3020 North Post Road Indianapolis, Indiana 46226 -0068 317- 898 -8282 317-899 -8010 FAX 317-895-2803 RESIDENTIAL SURVEYING FAX APPROXIMATE LIMITS OF FLOODWAY PER FLOOD BOUNDARY & FLOODWAY MAP # 180081 0009C MAP REVISED MAY 19, 1981. APPROXIMATE LIMITS OF FLOODWAY FRINGE PER FLOOD BOUNDARY & FLOODWAY MAP # 180081 0009C MAP REVISED MAY 19, 1981. NOTE: THE LOWEST ADJUSTED GRADE AROUND THE STRUCTURE SHOULD BE EQUAL TO OR ABOVE 752.6 N.G.V.D. (FLOOD PROTECTION GRADE) NOTE: LOT # 31 LIES PARTIALLY IN 100 YEAR FLOOD ZONE "A" PER SCALED DISTANCE FROM FLOOD INSURANCE RATE MAP # 180081 0009C MAP REVISED MAY 19, 1981 BEF= 749.5 NOTE. THE BUILDER SHOULD BE ADVISED THAT ANY STRUCTURE CONSTRUCTED WITM AN EASEMENT CAN BE REMOVED BY THE CONTROLLING UTILITY SHOULD SAID STRUCTURE IMPEDE MAINTENANCE EFFORTS BY THAT UTILITY. PLOT PLAN PREPARED CURT CURTS PLOT PLAN LOT # 31 WINDPOINTE SECTION TWO INSTR. # 9349813 TC- 731.6 PER SAN SEWER RECORD DRAWING SAN SEWER ^yti 71" IiTAMA10 ff3m 1 Il10um DAM UNM M K OPOOMM "0 PC # 1 SLIDE # 363 11747 WINDPOINTE PASS TC- 734.7 PER SAN SEWER RECORD ORAWIN, —� WIN _DP 0INTE PASS 50' RZ W /WATER LINE V V V V V V NOTE: GARAGE F.F.E. IS PROPOSED TO BE 3.9' ABOVE CURB AT DRIVEWAY PER PLAN. Engineering Surveying GIS • LIS Geology _4 STRAW BALES OR SILT FENCE SHALL BE INSTALLED PRIOR TO CONSTRUCTION. QI l JOB # 97- 1465 -14 10/09/97 CWD -%cs t ., t a;