HomeMy WebLinkAboutPlot Plan�me Builder
Services, LLC
3114 W Tulip Tree Drive
Greenfield, IN 46140
317-363-8167
djr.hbs@gmail.com
000.0 PROPOSED GG�RpApDEE PER PLAN
000.0 GR N WATER FLOW PLAN
SUBJECT PROPERTY
- - - - - - - CENTER LINE
- - - - - - - - - - - RIGHT OF WAY
FLOW LINE OF SWALE
SANITARY SEWER LINE
m m STORM SEWER LINE
- - - - - - - - - - - SUB SURFACE DRAIN
wm wm WATER LINE
---------------------- EASEMENT LINE
- - - - - - BUILDING SETBACK LINE
CONTOUR MINOR
- - - - - - - - CONTOUR MAJOR
SILT FENCE
NOTE:
BUILDER TO ENSURE POSITIVE
FLOW AWAY FROM STRUCTURE.
jI11111III
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G\STE/4Cj
No. 10911288
0 STATE OF 0
e ZONAL
THIS PLOT PLAN WAS
PREPARED BASED ON
INFORMATION TAKEN FROM A
STAKED SURVEY PERFORMED
BY JD. HALL LAND
SURVEYING. LOCATION OF
IMPROVEMENT ON LOT PER
SURVEY AND GIS MAPPING. IT
IS THE RESPONSIBILITY OF
THE CONTRACTOR TO VERIFY
SITE CONDITIONS PRIOR TO
CONSTRUCTION AND NOTIFY
HOME BUILDER SERVICES LLC
OF ANY DISCREPANCIES.
PLOT PLAN
Prepared For:
Homes by John McKenzie
Lot Numbered 11 in Henry Robers's Heirs Addition
Address: 2101st Ave NW
PROPOSED
ADDITIONS TO
MATCH EXISTING
STRUCTURE.
S 88'21'57e W 5.00'
CD
a,
`
oo ? � z ° R\
MEG
23.8'
822.5
EG
1 9.9 822.
�
Q
z
29 r„�
FFE-8264�t
5.Stl
EXISTING /� O
°
'
BSMTz 4.1 I FRM&MSY
FFE-816.5t RESIDENCE J
- O
�'
z g PRI WALK N
\ `7 a
GARAGE
•x h
2.0'
BSMT
z
FFE-824.7 MIN
12 INCHES AB4324.5
+I
FrL
CL OF ROAD
Cn
rnI
ELEVATION
FB-24.5 0
4.5'
PORCH v
4.5a9.T 24.U0'
�8
FFE=8292A6.��MEG
°
I c��
18' MAX.
816St5 P�
ti v
Essz
2DW 824.5 6~
x
Fi
x
x \
I nNi
CONC
TII
C 24.5 N A
O
DRIVE
� I,
w �Fxq-
88.2VV W 155.00'
I
WN5' pRopM PANICX �-
NEW APRON
ns
CINB
PROPOSED WALL TO BE SET
STORM STR.
TC-821.9
1.0' OFF THE PROPERTY LINEPER
e, •
�neet NW
LOCATION F EXISTING
DRIVE APR TO BE AS
CONSTRUC ON ENTRANCE
30+ p W
I\
-----------------------------
ROOF DRAIN AND SUMP TO
DRAIN INTO EXITING STORM
STRUCTURE AT BASE OF
WALL. INLET TO BE CAPPED
BUT TO ALLOW SUMP, ROOF
AND FRENCH DRAIN TO DRAIN
INTO STRUCTURE.
LOT= 10,054 ±S.F.
PROPOSED ADDITIONS= 1,800 S.F.
EXISTING BUILDING= 1,376 S.F.
EXISTING PRI WALK= 91 S.F.
PROPOSED DRIVE= 410 S.F.
POOL/SPA= 501 S.F.
BUILDING WIDTH = 45'4"
LOT COVERAGE AT 44.8t%
PAVER POOL DECK= 1,039 S.F.
LOT COVERAGE WITH POOL DECK = 51.8t%
TOTAL DISTURBED AREA= 6,200t S.F.
FRENCH DRAIN TO BE PLACED
ALONG BASE OF PROPOSED
WALL TO CATCH WATER FLOW
OVER THE PATIO AREA. INLET
TO BE CAPPED AND FRENCH
DRAIN TO DRAIN INTO
EXISTING INLET.
49.0'
ANITARY STR.
823.8
ER PLAN
�I
w
I
\ �I
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ZI
ROAD CENTERLINE GRADE NOTE:
RUNS FROM ELEVATION 822.2 RESIDENCE FIFE TO BE NO
ON WEST LINE DOWN TO LOWER THAN 12 INCHES
823.4 ON THE EAST END OF LOT. ABOVE ADJACENT ROAD
CENTERLINE. (840.5
FOR THIS LOT)
NOTE:
MIMIMUM FLOOD NOTE:
PROTECTION GRADE=824.4 MINIMUM LOWEST
ADJACENT GRADE=824.4
LOT# 11
10,054 S.F.
Scale: 1 "=30'
EROSION CONTROL NOTE:
1. Builder shall maintain in good repair all existing
erosion control measures necessary to soil
erosion for said site during the construction
period. Refer to the erosion control for the
home builder publication by IDNR Division of Soil
Conservation for additional information.
2. Finished grades to be in conformance with
subdivision grading plan and plot plan; Excess
soil to be disposed of in approved fill area.
3. All sediment tracked onto roadway to be
removed by scrapping at the end of each work
day.
4. All disturbed areas to be permanently seeded
after finished grading has occurred.
5. All sediment control practices to be maintained
during construction process to ensure proper
functioning.
Date: 3-12-2024