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HomeMy WebLinkAbout 0081.00 Site PlanSENT BY:SCHNEIDER ENGINEERING ; 1- 4- 0 ; 2:47PM ; (817)895-2803317 561 7702;S 2/' 2 Fab THE 3020 North Post Road Engineering b4laoapcUe, lodL4 a 8umaying SCHNEIDER 46226-0088 GIs,• us 317-098-8282 Geal u 317-6R5-2803 FAX CORPORATION NOTE: THIS DRAWING IS BASED ON CONSTRUCTION PLANS OR RECORD DRAWINGS AND IS NOT BASED UPON A FIELD SURVEY. THE SCHNEIDER CORP. DOES NOT WARRANT THE ACCURACY OR SUFFICIENCY OF THIS INFORMATION. THE CONTRACTOR SHOULD VERIFY EXISTING CONDITIONS PRIOR TO ANY CONSTRUCTION. ANY DISCREPANCY POUND UPON THIS DRAWING SHOULD BE REPORIED TO THE SCHNEIDER CORP. IMMEDIATELY; FAILURE YO GO SO WILL RESULT IN THE CONTRACTORS ASSUMPTION OF UABILTY. NOIt, THE BASEMENT ELEV AND BASED UPON Tr THE CONSTRUCTION I INFORMATION. ABOUT SOIL TYPES WTHIN'T ON',SAID PLANS: IT ELEVATIONS'8E AT OF ANY AwaraNC B * APPROXIMATE LOCATION CONFIRM BEFORE CONSTRUCTION 0" SAN LATERAL WATER SERVICE LINE & `SUB -SURFACE DRAIN LATERAI (Q09 PROPOSED GRADE THE LOWEST ADJUSTED GRADE AROUND THE STRUCTURE SHOULD BE EQUAL TO OR ABOVE 770.85 N.G.V.D. (FLOOD PROTECTION GRADE) DETERMINED TAKEN FROM is STATED, NO ,WITIONS OR DED OR STATED ANY GROUNDWATER NOTE' IN THE RESIDENTIAL DISTRICTS LIMITING HEIGHT TO TWENTY—FIVE (25) FEET, A DWELLING MAY BE INCREASED IN HEIGHT TO THIRTY—FIVE (35) FEET PROVIDED THE SIDE AND REAR YARDS ARE INCREASED AN ADDITIONAL FOOT FOR FACH FOOT SUCH STRUCTURE EXCEEDS TWENTY—FIVE (25) FEET IN HEIGHT. PER CARMEL ZONING ORDINANCE 26.1.1. SOUARE.FOOTAGF PATIO — 240 SF PUBLIC WALK — 392 ±SF PRIVATE WALK — 64 ±SF CONC, DRIVEWAY — 1,392 ±SF HYDRO SEEDING — 5,708 ±SF SOD — 364 ±SO YARDS EVEN WITH FRONT OF HSE PER PLAN PLOT PLAN PREPARED FOR: PULTE HOMES OF INDIANA PLOT PLAN LOT # 21 DELAWARE COMMONS AT HAZEL OLLL SUMMIT INSTR. # 199909957250 PC # 2 SLIDE # 326 5573 OTTAWA PASS 0 78.`. O ASSUMED NORTH SCALE 1" — 30' APPROX EDGE OF M PSTER BLJILO �R COMMON AREA "O" DRAINAGE & LANDSCAPE ESMT LAKE POND ELEV=767.0 J 100 YR ELEV-768.8.5 ER . • - INV> 707.38 PER PLAN r 8q.1.0 SE /r o y/ LOT # 21 12,129 SF NI� 54.7' � LIZ o r PATIO CNIT. G L'`) I BSWT Fre MI KENSNGTON 3C 780.13 1 FIRM & SY RLSI = 780.8 ----L� BSMT PNE 772.1 IHRLL CAR Dui FTC u 778.8 _ POR ; ra.w 7 I I \ 30.0' w o I / � CONO � 67.9 / I* m DRIVE911 / Vi ti� i+>J 3 'TER PLAN 75: 13.19' WATER LINE• ELEV-774 PER PLAN 50.0'R R/W SSO \ i 40.0'R V W V OTTAWA PASS �\ 50' R/W NOTE: GARAGE F.F.E. IS PROPOSED 'TO BE 5.8' ABOVE CURB INLET PER PLAN. TYPICAL swnLE sEcnoN JOB # 00-0106-14 01/04/00 OKK