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5.6' A 9 -. , N_
5.6�
0' D.U.B .E. o
5'SW
0
8779 JEN SEN
DRIVE
5'SW
5.6'
5 84.94
N
0
LINE
LEGEND:
XX.X PROPOSED GRADE PER PLAN
AS BUILT GRADE LOT T 2 4
XX.XAB ALL UNDERGROUND SEWERS AND UTILITIES
D SHOWN ARE PLOTTED BY SCALE FROM
S.S.D._ _ SUB—SURFACE DRAIN CLAY C 0 R N E R "RECORD DRAWINGS" FURNISHED BY ENGINEER.
SANITARY SEWER INST. #2018003354
STORM SEWER
W WATER MAIN P.C. #5, SLIDE #790
W WATER CONNECTION
000<_ SWALE 3' MINIMUM SIDE YARD
SWA
0
■
B.L.
D.U.&S.E.
M. F. P. G.
M. F. F. E.
M. L. A. G.
24' MINIMUM REAR YARD TO THE PROPERTY
SANITARY MANHOLE LINE AT CENTER OF ALLEY
STORM MANHOLE 10' MINIMUM FRONT YARD
(PORCHES, STOOPS & PORTICOS MAY
CURB INLET ENCROACH A MAXIMUM OF 3')
50% MAXIMUM LOT COVERAGE
FIRE HYDRANT
BUILDING LINE
DRAINAGE UTILITY & SEWER
EASEMENT
MINIMUM FLOOD PROTECTION
GRADE
MINIMUM FINISHED FLOOR
ELEVATION
MINIMUM LOWEST ADJACENT
GRADE
BENCHMARK
TOP OF CASTING = 887.29
SOD:
SEEDING:
SEED IN EASEMENT:
CONC. DRIVEWAY:
PRIVATE WALK:
PUBLIC WALK:
APRON:
ADDITIONAL SOD:
TO REAR EASEMENT
111± Sq. Yd.
2,083± Sq. Ft.
476± Sq. Ft.
362 f Sq. Ft.
62 f Sq. Ft.
247± Sq. Ft.
N/A f Sq. Ft.
179 f Sq. Yd.
SIGNATURE. DATE:
SIGNATURE REPRESENTS CONFlRMATION OF RECEIPT OF PLOT PLAN BY CUSTOMER
��,unuun„
_ ,z f No. —�
::80040474:
_ _=
STATE OF
/il/DIANP �Z,
.,9i�� •............ 'y0��,��'
Az(11-
NOTE:
THIS DRAWING IS NOT INTENDED TO BE
REPRESENTED AS A RETRACEMENT OR ORIGINAL
BOUNDARY SURVEY, A ROUTE SURVEY OR A
SURVEYOR LOCATION REPORT.
03/18/19 MS
d..
I
Know whaNs below.
Call before you dig.
ST
0 E P P E L W E R T H
JOB ID CLAYCRN.24
ALWAYS 0 N
CONTROL# 86724 CAL
7965 East 106th Street, Fishers, IN 46038-2505
IMPERVIOUS LOT COVERAGE= 51.7%
phone: 317.849.5935 fax: 317.849.5942
BUILDING LOT COVERAGE= 41.0%
1558 JENSEN DRIVE
CARMEL, IN 46032
84.99
84.54
85.4
— -- — ——
0 50.00
MH
315't
MH
CC117
CC115
00 85.0
N T.C.=
885.13
16' AS BUILT
T.C.= 887.29
AS BUILT
N CONC. 20' D.U.&S.E. & ALLEY
DRIVE
24' B.L.
22.00
U
v N GAR. 87.4
6 Cr N888.07
n ,
1 = 30
N
16.00'
2 00
LOT AREA: 6,400 Sq. Ft.
0
00
M OVERED
CPATIO o
M.F.F.E.= 888.8
0
co 0
M.F.P.G.= 8886.92
a7.4
18.07' c
M.L.A.G.= 886.6
MODEL= PENNINGTON C
F.F.ELEV.= 888.87 85.4
86 4
(SLAB)
DRIVE SLOPE = 14.3%
M
O O C) O
5.6' A 9 -. , N_
5.6�
0' D.U.B .E. o
5'SW
0
8779 JEN SEN
DRIVE
5'SW
5.6'
5 84.94
N
0
LINE
LEGEND:
XX.X PROPOSED GRADE PER PLAN
AS BUILT GRADE LOT T 2 4
XX.XAB ALL UNDERGROUND SEWERS AND UTILITIES
D SHOWN ARE PLOTTED BY SCALE FROM
S.S.D._ _ SUB—SURFACE DRAIN CLAY C 0 R N E R "RECORD DRAWINGS" FURNISHED BY ENGINEER.
SANITARY SEWER INST. #2018003354
STORM SEWER
W WATER MAIN P.C. #5, SLIDE #790
W WATER CONNECTION
000<_ SWALE 3' MINIMUM SIDE YARD
SWA
0
■
B.L.
D.U.&S.E.
M. F. P. G.
M. F. F. E.
M. L. A. G.
24' MINIMUM REAR YARD TO THE PROPERTY
SANITARY MANHOLE LINE AT CENTER OF ALLEY
STORM MANHOLE 10' MINIMUM FRONT YARD
(PORCHES, STOOPS & PORTICOS MAY
CURB INLET ENCROACH A MAXIMUM OF 3')
50% MAXIMUM LOT COVERAGE
FIRE HYDRANT
BUILDING LINE
DRAINAGE UTILITY & SEWER
EASEMENT
MINIMUM FLOOD PROTECTION
GRADE
MINIMUM FINISHED FLOOR
ELEVATION
MINIMUM LOWEST ADJACENT
GRADE
BENCHMARK
TOP OF CASTING = 887.29
SOD:
SEEDING:
SEED IN EASEMENT:
CONC. DRIVEWAY:
PRIVATE WALK:
PUBLIC WALK:
APRON:
ADDITIONAL SOD:
TO REAR EASEMENT
111± Sq. Yd.
2,083± Sq. Ft.
476± Sq. Ft.
362 f Sq. Ft.
62 f Sq. Ft.
247± Sq. Ft.
N/A f Sq. Ft.
179 f Sq. Yd.
SIGNATURE. DATE:
SIGNATURE REPRESENTS CONFlRMATION OF RECEIPT OF PLOT PLAN BY CUSTOMER
��,unuun„
_ ,z f No. —�
::80040474:
_ _=
STATE OF
/il/DIANP �Z,
.,9i�� •............ 'y0��,��'
Az(11-
NOTE:
THIS DRAWING IS NOT INTENDED TO BE
REPRESENTED AS A RETRACEMENT OR ORIGINAL
BOUNDARY SURVEY, A ROUTE SURVEY OR A
SURVEYOR LOCATION REPORT.
03/18/19 MS
d..
I
Know whaNs below.
Call before you dig.