HomeMy WebLinkAboutPlot Plan - Block M 001-005Note
Flood Hazard dote: ✓
Minimum Front Yard - 25' B.S.L.
Minimum Side Yard - 1V to 20' B.S.L.
Minimum Rear Yard -10' to 20' B.S.L.
OUM = Proposed Grade
�— = Drainage Flow
BLOCK M
±15,877 SF
UNIT # 1
1252 CHAPMAN DRIVE
UNIT # 2
1248 CHAPMAN DRIVE
UNIT# 3
1244 CHAPMAN DRIVE
UNIT # 4
1240 CHAPMAN DRIVE
UNIT # 5
1236 CHAPMAN DRIVE
PAD GRADES
1 = 886.0
2 = 886.0
3 = 886.3
4 = 886.3
5 = 886.6
S%57 �cOO
STATE Or
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Unit Numbers 1-5 lies within Flood Hazard
Zone "X" per the scaled location on the
Flood Insurance Rate Maps for The City of
Westfield, Indiana (Community Panel
#18057C120G, dated November 19, 2014).
STM BH
TC=885.71
in
47 ,� T
Or
LL
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U
/L STM MH
�' TC=885.80
SAN MH
TC=887.08
SAS%.&A eke- s
3- 9c%0Qo° rl n
COMMON AREA "F".
AND D.L.&U.E.
147.59'
294' 31.3'
S.S.
i 29.8'
32.8'
28.3' 33.5'
31.7' 34.6'
30.0'
w
25.6'
s w K
a
65' B.S.L.
CJ
14.3' POR
D ® POR O
POR
23.9'
c'
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20' D33
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DRIVE
I
I DRIVE
5.0'
MH �CHAPMAWDRIVE STM
/ W COMMON AR "E"
5 /f w w S.D U.E.24' &U.
Note: W
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The lowest elevation to have gravity sanitary sewer service Z> g � y�,A 2 4must be more than one (1) foot above the lowest top of Oaf 2 o
casting elevation of either the first upstream or downstream Q o a
manhole on the main line sewer to which the connection Is
made.
7tnCt—
Note:
4
Contractor should verify site specific information depicted
hereon with the approved construction and erosion control
plans for this development. Also, Contractor should reference
Architectural plans for foundation orientation and dimensions.
Note:
This drawing is based upon construction plans and/or record
drawings prepared by others and is not based upon a field
survey. COOR Consulting & Land Services, Corp. does not
warrant the correctness or integrity of this information. 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 & Land Services, Corp.; failure
to do so would result in the contractor/owners assumption of
liability.
ol 11 1 i
0
consulting = land services,
c o r p o r a t i o n
303 WEST MAIN STREET KNIGHTSTOWN. INDIANA
(888) 593-2667 (765) 345-5943 FAX#: (765) 345-5692
DATE: 12/05/18 JOB #2016-110.1-5 REVISIONS:
Note:
WATER
N J
SAN MH
TC=883.86
W
i _5
883.50
W
The proposed construction grades, contours, and proposed
structure elevations as depicted hereon are based upon
information provided upon the approved construction
documents prepared for this development. 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. Wlth 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 notified
for further examination and consultation. At the builders
discretion, additional construction techniques may be
necessary to alleviate future problems.
THE RETREAT ON
THE MONON
SECTION TWO
PC 5, SLIDE 788
INSTR #2018003107
BLOCK M
UNITS # 1-5
WESTFIELD, IN 46074
TOWNHOMES
Prepared For:
*PU I e -.i rou
Pulte Homes of Indiana
= Overflow Route
SF —
= Silt Fence
UA —
= Undisturbed Area
= Denotes Temporary
Seeding
= Denotes Permanent
Seeding & Mulch Area
= Denotes Seeding
WI
Fiber Blanket
= Stone Construction
Entrance
O=
Storm Inlet
Protection
= Soil Stockpile
CHAD HORKAY
(317) 607-7394
PULTE HOMES
11590 N. MERIDIAN STREET
SUITE 530
CARMEL, IN 46032
Note:
Pulte Homes and Chad Horkay shall maintain
in good repair all existing erosion control
measures and provide and install any
additional measures necessary to control soil
erosion for said building site during the
construction period.
cam'•.
No.
S0557
STATE OF
•. iN P
•,��, NO SU
Certification:
I certify that the drainage ways, pad,
elevations, and erosion and sediment control
measures are consistent with the overall
development plans.
F4
L Li r_.d,
wroom
Flood Hazard Note:
Unit Numbers 1-5 lies within Flood Hazard
Zone "X" per the scaled location on the
Flood Insurance Rate Maps for The City of
Westfield, Indiana (Community Panel
#18057C120G, dated November 19, 2014).
Sub -surface drains, risers and individual lot
stubs must be protected from damage in
accordance with Westfield's stormwater
management ordinance.
STM INLET
PROTECTION
d'
O
STM INLET
PROTECTION
CONSTRUCTION 1/
ENTRANCE
_ ==B�
STM INLET
PROTECTION
consulting land services,
c o r p o r a t i o n
u.i
uw
W
> � O
�WU1¢N
t]W ZW
tad
�a 20
o
303 WEST MAIN STREET KNIGHTSTOWN. INDIANA
(888) 593-2667 (765) 345-5943 FAX#: (765) 345-5692
DATE: 12/05/18 JOB #2016-110.1-5Eros REVISIONS:
COMMON AREA "F".
AND D.L.&U.E.
_- I IAU%1I IVIv
ENTRANCE
CHAPMAN DRIVE
(PRIVATE)
COMMON AREA "E"
P.S.D.&U.E. 24' D.&U.E
THE RETREAT ON
THE MONON
SECTION ONE
PC 5, SLIDE 615
INSTR #2016068246
BLOCK M
UNITS # 1- 5
WESTFIELD, IN 46074
&3- ouljmsd Math
0@&0(Po lJ II = 09'
UNDISTURBED
AREA
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O
r
EROSION CONTROL
PLAN
Stpulte-5roup
Pulte Homes of Indiana