HomeMy WebLinkAboutSPP0 S T 0 E P P E L W E R T H
ALWAYS ON
7965 East 106th Street, Fishers, IN 46038-2505
phone:317.849.5935 fax:317.849.5942
MH
CC115
85.45
85.9
50.00
ALLEY
85.4
90
ZC ONC.
T.C.= 887.29
a
DRIVE a?
20
D.U.&S.E.&ALLEY
AS BUILT
26.0'
24'
B.L.
266't
J
30.00'
_EKE 89'
d
o o
GAR.
07
N o
888.97
N
O
p
Q
8.
' 10.00'
1
I
0
N
M
COVERE
00
88 3
PATIO
N
(V
bo
00
q-
MODEL= CHARTWELL A
F.F.ELEV.= 889.77 III
(SLAB)
POR. ? o
SOD LINE 88 3 o
101'1' NL5.10' B.L. 6.75_
10' D.U.&S.E.
o 88.3 ro 6.1 SOD LINE
87.0 1 i� iv
1 0 8
s'sw 50.00
W W
JEN SEN _ C
86.7N 87.7g
3 D R I VE
5'SW
5'SW
JOB ID CLAYCRN.25
CONTROL# 86170 CAL
IMPERVIOUS LOT COVERAGE= 57.4%
BUILDING LOT COVERAGE= 43.1 %
1564 JENSEN DRIVE
CARMEL, IN 46032
MHCC117
T.C.= 885.13
AS BUILT
t
1 " = 30'
LOT AREA:6,400 Sq. Ft.
M.F.F.E.= 889.7
.F.P.G.= 886.92
M.L.A.G.= 887.5
DRIVE SLOPE 16.6%
LEGEND:
XX.X PROPOSED GRADE PER PLAN ALL LOT 2 5 SHOWN ARE POUND LOTTTEDEBYR SCALE FROM
XX.XAB AS BUILT GRADE DESIGN PLANS FURNISHED BY ENGINEER
S.S.D. _ _ SUB -SURFACE DRAIN CLAY (\ 0 I-) N I-- I -)THE ACTUAL FIELD LOCATION MAY VARY.
SANITARY SEWER INST. #2018003354
STORM SEWER
W WATER MAIN P.C. #5, SLIDE #790
W 3/4" WATER CONNECTION ,
< SWALE 3 MINIMUM SIDE YARD
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 � S.... �
LINE AT CENTER OF ALLEY
10' MINIMUM FRONT YARD = No.
(PORCHES, STOOPS & PORTICOS MAY =_ 80040474 ` _
ENCROACH A MAXIMUM OF 3') STATE OF
50% MAXIMUM LOT COVERAGE --��9^ ���IANP 0�Z'��'
,J4 BENCHMARK °'��� su Rv
��nnnm1a
BUILDING LINE TOP OF CURB = 887.70
DRAINAGE UTILITY & SEWER
EASEMENT
MINIMUM FLOOD PROTECTION
GRADE
MINIMUM FINISHED FLOOR
ELEVATION
MINIMUM LOWEST ADJACENT
GRADE
SANITARY MANHOLE
STORM MANHOLE
CURB INLET
FIRE HYDRANT
SOD:
112 f
Sq. Yd.
SEEDING:
1,701 f
Sq. Ft.
SEED IN EASEMENT:
336 f
Sq. Ft.
CONC. DRIVEWAY:
588 f
Sq. Ft.
PRIVATE WALK:
65 f
Sq. Ft.
PUBLIC WALK:
248 f
Sq. Ft.
APRON:
N/A f
Sq. Ft.
ADDITIONAL SOD:
152 f
Sq. Yd.
TO REAR EASEMENT
SIGNATURE. DATE:
SIGNATURE REPRESENTS CONFlRMATION OF RECEIPT OF PLOT PLAN BY CUSTOMER
NOTE: THIS DRAWING IS NOT INTENDED TO BE
REPRESENTED AS A RETRACEMENT OR ORIGINAL
BOUNDARY SURVEY, A ROUTE SURVEY OR A
SURVEYOR LOCATION REPORT.
1ST REV CHG SAN LAT
02/08/19 RBM
02/02/19 CEJ
"t
whams.
CaIl before you dig.