HomeMy WebLinkAbout19060070 Site Plan"BASE HOUSE STANDARD FEATURES"
MO EL: 5271 (L T SPECIFIC)
ELEV FIB S - LEFT H
9' FULL BASEMENT
MASONRY WRAP u/
3 CAR SIDE ENTRY GARAGE
2 CAR FRONT E PZ7 GARAGE
5'X7' DECK %0
(2) 4'X4' WINDOW WELL
EX. 0' ASPHALT PATH
Gar. FFE = 894.3
1 st Fir FFE = 896.1
TOW = 895.1
Bsmt FFE = 886.3
Drive Slope = ±4.1 %
131 ST. STREET
45.5' 112 RIW
Note:
Minimum Front Yard - 20'
Minimum Side Yard - S or 8% (_
6.9')
Minimum SY Aggregate - 15 or 18%
(= 15.5')
Minimum Rear Yard - 20'
LIVJ
= MY
— — — — � Note:
Contractor should verify sump
pit location with Field Manager,
7.5. DLJBSE PER PER INSTR. # 2W00 0010774 2 NA. .E.-_ —
INSTR. q 2000000�1 77
1
'�1�iki�lll/♦
�7�`v�Cf,G15TERF4I •.
No. - \
S0557
STATE OF10
`. �NDIANP ,SU
` L
I
rX-X—.—Xl = Proposed Grade
Per Plans
= Drainage Flow
= Proposed Silt Fence
* Conc Flatwork Sq. Ft = ±1953
Public Walk Sq Ft = ±1228
* (Drive, Apron, 3' Walk, Patio, Stoops)
(PORCH NOT INCLUDED)
Note:
The lowest elevation to have gravity sanitary sewer service must
be more than one (1) foot above the lowest top of casting
elevation of either the first upstream or downstream manhole on
the main line sewer to which the connection is made.
Flood Hazard Note:
Lot Number 323 lies within Flood Hazard Zone "X" per the
scaled location on the Flood Insurance Rate Maps for Hamilton
County, Indiana (Community Panel 18057CO205G, dated
November 19, 2014),
Note:
0fi,5' oN
02.9'
$$3
1 W a T l it
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 construction documents,
record drawings, and additional information prepared for this development by
others. This document is not based upon a field survey and Coor Consulting
does not warrant the accuracy or completeness of this Information.
Iu
i
�R
STM MH
TC-891.15
i'1
oor�
O��c ���O�
o p ® a
303 WEST MAIN STREET KNIGHTSTOWN. INDIANA
(888) 593-2667 (765) 345-5943 FAX#: (765) 345-5692
DATE: 05/10/19 JOB #2004-060.323 REVISIONS: 1
1 vwc 415A
47C--893,09
Il
LOT #323
±42,510 SF
it NO PAD PER PLAN
II MFFE $94.3 PER PLAN
I II
,I �Cr:9Gfz
1
11
M
II
la^ II
u lLO �
N
w
LLJ II
28.2'
;F
I � II
�
10
m
�nF
II
47��p g J
II
a5 nu�sE,
.35
S,�U
41' RIW�
—
BLOCK"A'
/ BEAU FAIN COMMON
SAN MH
VWG414A
TCz803.77
COMMONS
0U&SE
�ER LINE x
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.
Unless otherwise stated hereon, no information pertaining to but not
The contractorlowner 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 81 Land Services, Corp.;
failure to do so would result in the contractorlowners assumption of liability.
Note:
Unless otherwise stated hereon, no information pertaining to but not limited to,
fluctuating water tables elevations, soil types, and conditions within the building
areas of this development have been provided andlor 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 be witnessed, the builder shall be immediately
�otified for further examination and consultation. At the builders discretion,
dditional construction techniques may be necessary to alleviate future
problems.
VILLAGE OF PLOT PLAN
WESTCLAY Prepared For:
SECTION 15003
P.C. 4, SLIDE 94
INSTR. #200600039 93 tPulte
LOT # 323
13090 HORSEFERRY ROAD
CARMEL, IN 46032 Pulte Homes of Indiana