HomeMy WebLinkAboutSPP010.0� STOEPPELWERTH
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� 7965 East 106th Street, Fishers, IN 46038-2505
phone:317.849.5935 fax:317.849.5942
(PIN)
THE FOOTINGS FOR THIS HOUSE SHOULD BE
PINNED SINCE THERE IS LITTLE OR NO TOLERANCE
ON THE REAR EASEMENT. CALL US WHEN FOOTING
IS IN SO WE CAN SCHEDULE PINNING.
41.00
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0
16.21' 15' D.&U.E.
O o COVERED o 19.62'
� � PATIO �
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� 16.21' GAR. �
58.6 759.60 �
0.33
0
� � 19.50' �
a�
��= 16.0'
LOT 35 � � � �
PROP. HSE. � J J m � o
owa
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4.2' �'�� N CONC.
DRIVE7
T.C.=7
� AS E
MH
734
5.33'
0.33' �
6 �� o � 58.6
22.33�
3.5' 11.0'
�6 3.5' PSL *PORCH
' B L. �
7.8 10' DI.U. S.S.E. � � —
iILT , � ,
81't
5'SW
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0
39.00
� 57.29 "
� W SF
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LC.A. #5
VAR. D.U.&S.S.E.BcL.M.A.E.
w
URR
�NE
w
1.0'
0.7'
2.��
0.4'
JOB ID GLEG2.36
CONTROL# 90816 PYA
14290 SPURR LANE
CARMEL, IN 46033
.. 1 �--�
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� �� = 2��
LOT AREA:3,473 Sq. Ft.
M.F.F.=758.0
M.L.A.G.=757.4
PORCH DETAIL
�„_���
0.34' 0.3�
�
n
M # PORCH �
� 23.00'
LOT 37 LEGEND:
VACANT LOT XX.X PROPOSED GRADE PER PLAN
p XX.XAB AS BUILT GRADE
O
r _ _ S.S.D. _ _ SUB-SURFACE DRAIN
�
SANITARY SEWER
6" AS BUILT SANITARY LATERAL
58.3A6 p,E 6" PROPOSED SANITARY LATERAL
STORM SEWER
W WATER MAIN
T C.=755.93 W 3/4" WATER CONNECTION
S BUILT o 0 0< SWALE
� 736 • SANITARY MANHOLE
74't
56.7 r•J STORM MANHOLE
\ ■CURB INLET
� FIRE HYDRANT
� EMERGENCY FLOOD ROUTE
D.&U.E. DRAINAGE & UTILITY EASEMENT
B.L. BUILDING LINE
D.U.&S.S.E. DRAINAGE, UTILITY & SANITARY
SEWER EASEMENT
M.F.F. MINIMUM FINISHED FLOOR
M.L.A.G. MINIMUM LOWEST ADJACENT
GRADE
VAR. VARIABLE
L.M.A.E. LANDSCAPE MAINTENANCE ACCESS
EASEMENT
L.C.A. LIMITED COMMON AREA
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_ ;'�\�,���\STERF ��L�-;
'o : No. � '' _':
_ '80040474� _
SOD:
SEEDING:
CONC. DRIVEWAY:
PRIVATE WALK:
PUBLIC WAIk°
LOT 36
THE GROVE AT THE LEGACY
SECTION TWO
INST. #2018030350
P.C. 5, SLIDE 852
��� . ����.�.�
NOTE: THIS DRAWING IS NOT INTENDED TO BE
REPRESENTED AS A RETRACEMENT OR ORIGINAL
BOUNDARY SURVEY, A ROUTE SURVEY OR A
SURVEYOR LOCATION REPORT.
C.O.C. #ZO� HOJ26� 7� ALL UNDERGROUND SEWERS AND UTILITIES
SHOWN ARE PLOTTED BY SCALE FROM
2018045272, 2018013393 "RECORD DRAWINGS" FURNISHED BY ENGINEER. 02�28�20 .�B
ZONING: PUD �.��
� 0' MINIMUM SIDE YARD BENCHMARK 'I 3 � '
6 MINIMUM BETWEEN STRUCTURE � � �
6' MINIMUM REAR YARD TOP OF CASTING = 757.89 '" �"°""�a i�io����g.
1,391 f Sq. Ft. ' ��.. STATE OF :'�
N/A f Sq. Ft. - �
795 t Sq. Ft. � � � �NDIANP `� � �`
34 t S Ft. ''''���9�� SUR��y��````
q•
140f Sq. Ft. ���,���i�in����