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HomeMy WebLinkAbout 0789.98 Site PlanSENT 6Y:SCHNEIDER ENGINEERING ; 6-25-98 ; 4:50PM ; (317)895-2803-1 31737523554 2/ 2 ltllli 3020 .North Post Road Indlnnepalb, Indlem Cnginearing Survoying C ('Y Lr7�T T1 1-� AID SC IIVEIDER ft 3872090-8262 317-895-2803 FAK Geologyg 1��u B�Tocra ,� �j CORPORATION NOTE: THIS DRAWING IS, BASED ON CONSTRUCTION PLANS ORRECORD DRAWINGS AND IS NOT BASED UPON A FIELD. SURVEY. THE SCHNEIDLR CORP. DOES NOT''WARRANT -THE ACCURACY OR SUFFICIENCY OF THIS INFORMATION,,. TIIC CONTRACTOR SHOULD VERIFY EXISTING CONDITIONS PRIOR TO ANY CONSTRUCIION. ANY D15GRCPANCY FOUND U1ON THIS DRAWING SHOULD BE REPOR1tV TO THE SCHNEIDER CORP. IMMEDIATELY; FAILURE TO DO SO WILL RESULT IN THE CUNIRACTORS ASSUMPTION OF LIABILITY. EX. i / EXI� HENLEY LEGAL DRAINAGE ESMT, / �^- ENFORCEABLE OMITS Of THE HENLEY GRAIN AS STATES IN 94 IN A DOCUMENI AS (NSTR. p 960964649648472 PER PLAN NOTE: VIE RASEMENT ELEVATION DEPICTED HEREON HAS BEEN DETERMINED AND BASED:,UPON THE PAD ONADES AND OR CONTOURS I"LN FROM THE CONSTRUCTION PLANS FON THE SUDDIM91ON, UNLESS SIATEO, NO INFORMATION ABOUT FLUCTUATING WATER"IABLE5, SDI( CONDITIONS ON SOIL TYPES_.WITHIN AIF BUILDING AREA HAS DCCN PROVIDED OR STATE[ ON SAID PLANS. IT IS RECOMMENOCI) THAT BASEMENI FINISHED FLOOR ELEVAVDA,: A'AI LEAST (1) FOOT ABOVE IHE NORMAL POOL ELEVATIL OF ANY ADJOINING BODIES OF WATER UNLESS A STUDY OF FAC75 19 ALLEVIATE rio£Z� 88.7' LOT # 29 161175 SFt PHOBUMS, ASSUMED NORTH SCALE 1' = 30' * APPROXIMATE LOCATION CONFIRM BEFORE CONSTRUCTION 6" SAN. (.AT, 00.0 PROPOSED GRADE NOTL IN THE RESIDENTIAL D'$TFVC IS LIMITING HEIGHT TO TWENTY' -FIVE (25) FLEE', A DWELLING MAY DC INCREASED IN HEIGHT TO THIRTY-FIVC (35) FEET PROVOEO THE SIDE AND REAR YARDS ARE INCREASED AN ADDITIONAL FOOT FOR EACH FOOT SUCH STRUCTURE EXCEEDS 1WENTY-FIVE (25) FEET IN HEIGHT. PER CARMEL ZONING ORDINANCL 26.1.1. I$ 00 BAIT NOTE: CANULEaBN RUII DFR Ij CAUTIONED, CONSTRUCTION \ FLIT MSTI WxpsDN Zc OF DRIVE WITHIN AN EASEMENT COULD �Aa I FIRM A Nsv REs FrE / RESULT IN REMOVAL OF THE DRIVE 902.5 \ SHOULD ANY FUTURE UTILITY WORK _----J DE REQUIRED WITHIN THE EASEMENT. 25.0' N BS.1T FFE a - 892-8 4JMIp THREE CAR 1 063 IKU OAR FTE pqy 900.5 34.8' J 900.2 / IN Lj 9.0' a WALK � / /. � 35.0' zL ® ..124.86' PER BPLAN $ �1 o Qf -- Q awuA (/) 0 _Wk _ "-_ W._ WATER LINE LO III �, CLCV=897.2 -- ;PER'PLAN GOLDEN SADDLE 50' R/W PLOT PLAN PREPARED FOR; PULTE HOMES OF INDIANA PLOT Pl AN LOT # 29 SADDIE CREEK SECTION ONE INSTR. # 9609644060 PC # 1 SLIDE .# 728 13879 GOLDEN SADDLE COURT ---- -J HANDICAP Q NAMP. COURT Q� NOTE: GARAGE F. F. E. IS PROPOSED TO BE 3.3' ABOVE CURB AT DRIVEWAY PER PLAN. 0 �'vR�Op.. •I .T SIOPf SECTION SQUARE FOOTAGE PUBLIC WALK - 672 3SF PREVAIL WALK - 203 #SF CONC. DRIVEWAY -• 1,121 ±SF HYDRO SEEDING - 6.7/9t SF SOD - 71/ t.5Q YARDS EVEN WITH FRONT QP HSE JOB # 97-2419-14 06/25/98 0KK