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HomeMy WebLinkAbout13030174 Site Plan Gar..FFE =906.6 THE 3AMESTOWN-ELEV 4 "BASE HOUSE STANDARD FEATURES" llek -,.-4,c‘.,...,.' 1st Fir FFE ='908.4 RIGHT HAND - Brick Wrap W FULL BASEMENT -` ` + ' TOW 907.9 'FULL BSMT-9`Walls 3CAR'SIDE'ENTRY GARAGE Bsmt!FFE =898.6 5•X7'DECK ii ii Drive';Slope:=±2'6% 3'CAR., Side Entry ' -. "SELECTED FEATURES" i Note: 9'FULL BASEMENT �f1 Contractor should verify sump BRICK WRAP Z l:J ^ UVOO Gt pit location with Field Manager. (1)41X4'WINDOW WELL ©' .11 gg`51JI L=1 V n01i 6 136th STREET ote: - 45' 1/2 R/W inimum Front Yard-20' IMmum Side Yard Agg- - m �S • inimum Side Yard Agg- ? , >/18% w r F/5ww. TOM inimum Rear Yard-20' - �'drno.�. G!RI ti ti I- I _ _ r- --ter END SEC110N INV=902,]0 � F : __Thrice SAN MH d]F II I 130'00, END SECTION 151 DUISE : INV=902.83 :14..i 7 -_ ' 20'_BL DM W / I 1-- r LOT # 39 I � IN 69' ° 11 j®..I�5 n ±19,988 SF : I a - ^ o _ MFFE 907A PER PLAN I xm Z 1 ^ �/ I __ 83.9' - coo Cr 10.5 MIMI / 8 1132 17 88.8'Fic. 8 ' 1.0 v.ir I I T m133 r o' 3 9' `' Irl , IIIZn SAN'MH 6]5 min MVorwl hbff 16073P323. i TC=903.62 Conc Flatwork Sq..Ft=±1412 Public Walk Sq-Ft'= 519 Ixx.XI =Proposed Grade Sod 9 ..S Yds'=±,1063 — =Drainage Flow iSeedingSO Ft=±9297 — —=Proposed,Silt Fence (Drive,;Apron, 3"Walk, Patio„Stoop's) Note: (PORCH,NOT INCLUDED) Contractor should verifysite specific information depicted oodiHazSrd Note• hereon with the approved.construction and erosion control --- -- plans for this.development Also Contractor should reference it Number 39 Iles within that Special Flood HazaN2one"X” Architectural plans for foundation orientation and dimensions. r the scaled location on the Flood Insurance Rate Maps for Note: imilton COUnty,,lndiana(Community Panel#18057CO205F, ited February 19,2003). The proposed construction grades;'contours,and proposed structure rie: elevations as depicted hereon are-based-upon information provided upon the approved construction documents"prepared for this development. Unless otherwise statedliereon,no information is drawing gPs based upon construction plans and/or record _ pertaining to,but not limited to,fluctuating water tables elevations, awin s prepared by others and isinot based upon a field survey,- - _ deiltypes nt have been provide ad\Oi refareasdTfhis )OR Consulting 8iand'Services;'Corp.does not warrant the -_- .;,.. 'development have been provided endlor�referenced o'nsaid rrectness or integrity of this information The contractor/owner - • documents Wlth the exczvatlon of the proposed swcture ouidfv'erify'existing conditions prior to construction.Any varying foundations:certain care and observations should be made in regard lid conditions or any discrepancy with the information contained to such conditions as soil types and fluctuating water tables. Outing reonshould be immediately reported to COOR Consulting 8 Land the excavation process should am/unsuitable soils or ground water vices,Corp.;,failureto do so would result in the contractor/owners be witnessed,the builder shall be immediately notified for further sumption of liability. examination and consultation. At the builders discretion,additional construction techniques may be necessary to alleviate future /\ PAGE 1 OF 2 problems. T N( ll iu - l I tr.-Th., i,4® ll l u, ..: VILLAGE OF PLOT PLAN WESTCLAY Prepared For: {° T' ® SECTION 9002 )o�Ma0 ors D B Dd �Qadoc�Q0 P.C.4, SLIDE 47 9 INSTR#200600017010 o a P o p m �o o r Pulte-roue- WEST,MAIN:STREET KNIGHTSTOWN,INDIANA LOT # 39 3)593-2667 .(765)345-5943 FAX#: (765)345-5692 13589 ADERCORN ST Pulte Homes of Indiana rE:03/06/13. JOB#2004-060:039 REVISIONS: CARMEL,IK46032