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0 E P P E L W E R
T H
JOB ID RLEG4.56
Sq. Ft.
ALWAYS 0 N
1,179 t
CONTROL# 886856 CAL
CONC. DRIVEWAY:
7965 East 106th Street, Fishers, IN 46038-2505
Sq. Ft.
14360 ARNETT DRIVE
177 f
phone: 317.849.5935 fax: 317.849.5942
PUBLIC WALK:
CARMEL, IN 46033
Sq. Ft.
APRON:
145 t
1" = 30'
ADDITIONAL SOD:
EXISTING POND #3 /
Sq. Yd.
TO REAR EASEMENT
\ N.P. E EV.00
100 YEARR ELEV.=772.90 .
LOT AREA: 15,194 Sq. Ft.
EPpF''%��
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NOTE: MUST CONNECT WATERLATEAL
M.F.F.= 777.80
INST. #2018007311
G.C.A. #7
RONT M.L.A.G.= 777.30
BETWEEN WATER AND SANITARY
VAR. STORMWATER
ZONING: PUD
REAR M.L.A.G.= 776.76
REPRESENTED AS A RETRACEMENT OR ORIGINAL
BOUNDARY SURVEY, A ROUTE SURVEY OR A
B.M.P.E.&P.A.E.
ALL UNDERGROUND SEWERS AND UTILITIES
WN ARESCALE
SURVEYOR LOCATION REPORT.
5' MINIMUM SIDE YARD
"REOCORD DRAWIINGTS" FBURNISHED BRYOENGINEER.
/
LEGEND:
J4
6'SW
20' MINIMUM REAR YARD
XX.X PROPOSED GRADE PER PLAN
'
XX.XAB AS BUILT GRADE
76.2A6
DATE:SIGNATURE
74 1
_ — S.S.D. — _ SUB -SURFACE DRAIN
Callforeyo
Call before you dig.
118.85
SANITARY SEWER
-------------�—
----��
STORM SEWER
10' D.E.
iE
S.S.D. RISER
T.C.=773.9
W WATER MAIN
W 3/4" WATER CONNECTION
.00<—
°°< SWALE
• SANITARY MANHOLE
10
/ �
�J STORM MANHOLE
■ CURB INLET
FIRE HYDRANT
78.3 O
('1
16.00'18.00'
O
D.&U.E DRAINAGE & UTILITY
EASEMENT
o o
D.E. DRAINAGE EASEMENT
J
oo DECK
14.1'
G.C.A. GENERAL COMMON AREA
B.L. BUILDING LINE
32.00'
M.F.F. MINIMUM FINISHED FLOOR
M. L. A. G. MINIMUM LOWEST ADJACENT
MODEL= RIVIERA A oo
GRADE (FLOOD PROTECTION)
F.F.ELEV.=780.17
T.O.W. TOP OF WALL
10.00'T.O.W.= 778.97
VAR. VARIABLE
BSM T.= 770.30
SOD LINE
B. M. P. E. BEST MANAGEMENT
PRACTICE SEMENT
AACCESS
5 -IT (LH)
P.A.E. PEDESTRIAN EASEMENT
25.0' 00 GAR.
4 778.30 6.25'01
0
CONC. oo PORCH
DRIVE) 11.33' _
o
0
20.38' o
L.
&U.E.
SOD LINE - 7�z
Z3927
0
5.0 2N
1y� o
76.8AB 1M
1 50.24 5'SW
W W W
a �
� N 6�, M
W (n O
5'SW
*PORCH DETAIL
SCALE 1"=10'
PORCH
0.53'
0
0
6.16' 8.67' 2.00' N
0 2.00 0 0
SOD:
276 t Sq. Yd.
SEEDING:
8,956 t
Sq. Ft.
SEED IN EASEMENT:
1,179 t
Sq. Ft.
CONC. DRIVEWAY:
1,068 f
Sq. Ft.
PRIVATE WALK:
177 f
Sq. Ft.
PUBLIC WALK:
385 t
Sq. Ft.
APRON:
145 t
Sq. Ft.
ADDITIONAL SOD:
865±
Sq. Yd.
TO REAR EASEMENT
EPpF''%��
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NOTE: MUST CONNECT WATERLATEAL
u/L
T.C.= 776.48 '
AS BUILT
�` ,'.••". "••., 'i
MH
#732
No.
MH �3g,k
Q
#731
T.C.= 776.74
'
CONTRACTOR SHALL CUT 11.0OFF
80040474
AS BUILT
OF LATERAL AND BEGIN FROM
STATE OF
THAT POINT AND CONNECT TO
�',�.9' ., iil/DIANP ' 0�•�'`
LOT 56
HOUSE FOLLOWING PLOT PLAN.
,,o,�i�'SURvy�°�•``
THE RIDGE AT THE LEGACY
SECTIONFOUR
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NOTE: MUST CONNECT WATERLATEAL
u/L
INST. #2018007311
TO PORCH ORDER
MAINTAIN ADEQUATEISEPARATIONO
P.C. #5, SLIDE #803
BETWEEN WATER AND SANITARY
NOTE: THIS DRAWING IS NOT INTENDED TO BE
ZONING: PUD
LATERALS.
REPRESENTED AS A RETRACEMENT OR ORIGINAL
BOUNDARY SURVEY, A ROUTE SURVEY OR A
ALL UNDERGROUND SEWERS AND UTILITIES
WN ARESCALE
SURVEYOR LOCATION REPORT.
5' MINIMUM SIDE YARD
"REOCORD DRAWIINGTS" FBURNISHED BRYOENGINEER.
IST REV ADD DECK
20' MINIMUM AGGREGATEBENCHMARK
J4
04/02/19 JDS
03/26/19 CEJ
20' MINIMUM REAR YARD
TOP OF CASTING = 776.74
'
SIGNATURE
DATE:SIGNATURE
Z9w=h1A11SUbe11Uw.
REPRESENTS CONFIRMATION OF RECEIPT OF PLOT PLAN BY CUSTOMER
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Call before you dig.