HomeMy WebLinkAboutWSB 104 - Plot Plan"BASE HOUSE STANDARD FEATURES"
MODEL: SKYVIEW
8' FULL BASEMENT- NO WINDOW WELLS
3 CAR SIDE ENTRY GARAGE
5X7 DECK
BRICK 4 SIDES
"SELECTED FEATURES"
ELEV HR3S - RIGHT HAND
9'GARDEN BASEMENT
DINING ROOM OPTION
23' WIDE DRIVE
NOTE:
Minimum Front Yard -30P
Minimum Side Yard - 10730' AGG
Minimum Rear Yard - 20'
® = Proposed Grade
= Drainage Flow
= Overflow Route
Note:
Contractor should verify sump
pit location with Field Manager
Note:
Retaining system for grading
may be necessary for garden
basements.
LOT # 104
±15,000 SF
PAD 905.3 PER PLAN
MFF 905.3 PER PLAN
MFPG 900.8(R l PER PLAN
MFPG 905.3 F PER PLAN
MLAG 900.8 PER PLAN
Note:
Handicap ramp may Interfere with drive.
GA° V%
Gar. FFE = 906.3
1st FIT FFE = 908.1
TOW = 907.1
Bsnnt FIFE = 898.3
Gard. Window = 902.3
Drive Slope = t5.2%
WAS -715
SAN MH
TC=903.72
"A,
SAN MH
0 TC=906.01
Como Flatwork Sq. Ft = *1,471
Public Walk Sq Ft= 3800 ..---------
Sod Sq Yds = 3426V ✓" �';y , ' 8 Flood Hazard Note:
Seeding Sq Ft = *7,172 .. � @� '�7 �''4;' "1.+ .^n_""` .
• (Drive, Apron, 3' Walk Patio, Stoops) 999 Lot Number 104 lies within Flood Hazard
(PORCH NOT INCLUDED) L, 1t- ��„ t 8- Zone W per the scaled location on the
N Flood Insurance Rate Maps for Hamilton "
. .-----•�--------i County, Indiana (Community Panel
Note: ...cum^""#18057CO205G, dated November 19,
2014).
The lowest elevation to have gravity sanitary
sewer service must be more than one (1) foot
above the lowest top of casting elevation of Note:
either the first upstream or downstream manhole
on the main line sewer to which the connection Unless otherwise stated hereon, no information pertaining to but not limited
Is made. to, fluctuating water tables elevations, soil types, and conditions within the
Note:
Contractor should verify site specific information depicted hereon with the
approved construction plans for this development In regards to sidewalk
and handicap ramp placement, widths, and construction. Contractor
should verify site specific information in regards to erosion control
placement and materials. Also, Contractor should reference Architectural
plans for foundation orientation and dimensions.
The contractodowner should verify existing conditions prior to
construction. Any varying field conditions or any discrepancy with the
information contained hereon should be Immediately reported to COOR
Consulting & Land Services, Corp.; failure to do so world result in the
contractorfowners assumption of liability.
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g O P P O IF M � 'D O UD
303 WEST MAIN STREET KNIGHTSTOWN. INDIANA
(888)593-2667 (765)345-5943 FAX#: (765)345-5692
DATE: 11/27(17 JOB #2015-090.104 REVISIONS:
building areas of this development have been provided andbr referenced
on said documents. With the excavation of the proposed structure
foundations, certain care and observations should be made in regard to
such conditions as soil types and fluctuating water tables. During the
excavation process should any unsuitable soils or ground water he
witnessed, the builder shall be Immediately notified for further examination
and consultation. At the builders discretion, additional construction
techniques may be necessary to alleviate future problems.
Note:
This document has been prepared for the benefit of the parties Indicated
hereon, for the express use of obtaining a residential building permit.
This document has been prepared and based upon the oonsWctio n
documents, record drawings, and additional information prepared for this
development by others. This document is not based upon a field survey and
Conr Consulting does not warrant the accuracy or completeness of this
Information.
THE WOODS AT
SHELBOURNE
SECTION 2
P.C. 5, SLIDE 708
INSTR # 2017034993
DOCKET #13120005V
LOT # 104
3327 SHELBORNE WOODS
PARKWAY
CARMEL, IN 46032
PLOT PLAN
Prepared For:
Pulte
Pulte Homes of Indiana