HomeMy WebLinkAboutSHW 006 - Plot Plan"BASE HOUSE STANDARD FEATURES"
MODEL: CROIX
SLAB FOUNDATION
2 CAR FRONT ENTRY GARAGE
3'X3' CONCRETE STOOP
"SELECTED FEATURES"
ELEV CT2H - RIGHT HAND
BRICK WRAP
COVERED PATIO
NOTE:
Minimum Front Yard - 20'
Minimum Side Yard - 5'110' AGG
Minimum Rear Yard - 25'
= Proposed Grade
= Drainage Flow
= Overflow Route
SW 403
SAN MH
TC=917.99
LOT # 6
+11,053 SF
PAD 919.6 PER PLAN
MFFE 920.2 PER PLAN
MFPG 920.2 PER PLAN
MLAG 919.7 PER PLAN
SW _
STATE OF
Gar. FFE = 920.2
1st Fir FFE = 921.0
TOW = 921.0
Bsmt FFE = NIA
Drive Slope = t6.2%
• Conc Flatwork Sq. Ft = ±988
Public Walk Sq Ft =±390
Sod Sq Yds = ±201
Seeding Sq Ft = #5,537
" (Drive, Apron, 3' Walk, Patio, Stoops)
(PORCH NOT INCLUDED)
STMI MH
N HY y'` 148.60' TC=916.70
1.0' f1
5. J
O uj
SW 402 o x c j
SAN MH h� Ld
TC=918.90 J �Vti 3' WALK ry I
X ILUO 1a u�i l! CO1N 'jai
\ 'P
O I "�' L — 11 �� z
Goo
b0 _ I ti Z �/ moo �a�a" I 0
UQ OC7Z oOJ O
67.57'
/ L L2J 52.1' ff
END SECTION
160.02' 6 5 INV=916.70 LAKE #1
WATER LINE 9.4. P.=909.50
106N.YR.=913.38
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.
Note:
Manholes must remain accessible
and at grade at all times.
Note:
G1 AS
I-oT
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 contractor/owner 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 8 Land Services, Corp.; failure to do so would result in the
contractorlowners assumption of liability.
o D�a�d 00�o9
p �a � n o�
Flood Hazard Note:
Lot Number 6 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:
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 andtor 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 Immed lately 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 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.
SHADOW WOOD
P.C. 5, SLIDE 730
INSTR # 2017048049
LOT # 6
303 WEST MAIN STREET KNIGHTSTOWN. INDIANA
(888) 593-2667 (765) 345-5943 FAX#: (765) 345-5692 14479 CARLOW RUN
DATE: 06/04/19 JOB #2016-080.006 REVISIONS: CARMEL, IN 46074
PLOT PLAN
Prepared For:
Pu lte
Pulte Homes of Indianal