HomeMy WebLinkAbout16100039 Site PlanSTO�PPELWERT�
, '
� ',' ' � ALWAYS ON
�~"� 7965 East 106th Street, fishers, IN 4b038-2505
phone:317.849.5935 fax:317.849.5942
(PIN)
THE FOOTINGS FOR THIS HOUSE SHOULD BE PINNED
SINCE THERE IS LIT11E OR NO TOLERANCE ON THE FRONT
AND REAR BUI�DING LINE SETBACK. CALL US WHEN
FOOTING IS IN SO WE CAN SCHEDULE PINNING.
46' R.D.E./S.S.E./U.E.�
20' i.E.E. 51.L
MH ASPH �T A�LEY
�� — —
T.G= 855.50t 6°SC
58.2
28' B.L.
1 ry
M
� 12.9' .00
O I `■"""i'�7
�
d-
r�
2.67'X8.1
F.P
13.00'
��
� � :
31.19
� - 8
31.25'
CONC.
DRIVE
�, 3s.00
0
GAR. i7
858.53 "�
� _ �
N
.0
10.63'
12.33' N
tC�
� 2.37'� �
� �
1.83'� F.P
OVERE N 1.83'�
PORCH
_ 14.00'
� MODEL= ZION
�O F.F.ELEV.= 859.20
(SLAB)
18.96'
PORCH r�
�
v
N I 58.2 �
i7 �
�_ •��� •C"�
D�
� � , •
� �
� � � ��
JOB ID JACKGI B.8
CONTROL# 74637 MCKEN
526 BRIDGEMONT LANE
CARME�, IN 46032
1 " = 30'
�OT AREA:10,433 Sq. Ft.
M.F.F.=858.3
°-= FRONT M.L.A.G.=857.8
JG#868 REAR M.�.A.G.=856.8
REAR M.F.P.G.=856.8
T.C.= 856.20t
LOT COVERAGE: 47%
AL� UNDERGROUND SEWERS AND UTILITIES
SHOWN ARE PLOTTED BY SCALE FROM MCKENZIE COLLECTION
DESIGN PLANS FURNISHED BY ENGINEER 4631 USBORN DRIVE
THE ACTUAL FIELD LOCATION MAY VARY. CARMEL, IN 4BO33
LEGEND:
XX.X PROPOSED GRADE PER PLAN
XX.XAB AS BUI�T GRADE
_ _ S.S_D. _ _ SUB-SURFACE DRAIN
SANITARY SEWER
STORM SEWER
W WATER MAIN
W 1" WATER CONNECTION
° ° ° < SWALE
SANITARY MANHO�E
�� STORM MANHOLE
■ CURB INLET
� FIRE HYDRANT
. END SECTION
U.E. UTILITY EASEMENT
S.S.E. SANITARY SEWER EASEMENT
D.&U.E. DRAINAGE & UTILITY EASEMENT
B.�. BUI�DING �INE
D.U.&S.S.E. DRAINAGE, UTILITY & SANITARY
SEWER EASEMENT
R.D.E. REGULATED DRAINAGE EASEMENT
T.O.B.S.L. TOP OF BANK BUILDING SETBACK LINE
F.M.L.A.G. FRONT MINIMUM LOWEST ADJACENT GRADE
R.M.L.A.G. REAR MINIMUM LOWEST ADJACENT GRADE
F.M.F.P.G. FRONT MINIMUM FLOOD PROTECTION GRADE
R.M.F.P.G. REAR MINIMUM FLOOD PROTECTION GRADE
I.E.E. INGRESS EGRESS EASEMENT
LOT 8
JACKSON S GRANT ON
WI LLI AM S CREEK, SECTI ON 1 B
INST. #2016014833
P.C. #5, SLIDE #475
ZONING: SILVARA PUD
BRIDGEMONT AREA SETBACKS
5' MINIMUM SIDE YARD
10' MINIMUM AGGREGATE
20' MINIMUM REAR YARD
25' MINIMUM FRONT YARD (FRONT �OAD)
20' MINIMUM FRONT YARD (COURTYARD & SIDE LOAD)
-` BENCHMARK
TOP OF CURB = 857.00
o`°���`S��'Epp�c`°'�•,
,, ae,o...,..,.,,a ,,
. �•.. ,
���Q e Q�G\STE/�F',. �Ii� •�
: o NO. � , �_ ;
_ ;80040474: -
STATE OF
� � �'°°. //yDIANP '��OQ `
''��s����O °°�,m.e...,e,.••;�O``�<`e<
'�•,,,���SU Rv`�,o�
��:�� .
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 ADD REf�RDING INFO
04/�/�e a�w
�
oa/24/�s enr
�
�'
�; , �:
��` g
��w :
�w�1 ���t�,