HomeMy WebLinkAboutSPP0L0.0��
� -�- • ►
���
STOEPPELWERTH
.
ALWAYS ON
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.
56.1 AB �
41.00
0
58.0 � 15� D.BcU.E16.21 �
� 19.62' o COVERED o 58
� 'oo o PATIO r
� O1 GAR. � 16.21' I
1.0' �•33'759.00
0.7"
2.00 0 }
N IVACANT LOT CONC. N �
p,2' DRIVE]
�
5.00'
p58.0 °n'.
57. S A6
� 0.3 �11.08' 0.33'0
11.0'� ORCH � `�
� 160'
LOT 47
PROP. HSE.
MODEL= CHELSEA
F.F.ELEV.= 759.33
(SLAB) (LH)
.9'
10� .L. �L r"i J J_ 5 7
10' D.0 .S.E. . � o o a
MH '�' S8.0 MH
727 726
T.C.=755.19 57�1 39.00 5�SW � � T.C.=758.49
AS BUILT N AS BUILT
57.6
� � JAM ES
56.86 � 57.37
� o �E�
r�
� DRIVE
�
�
JOB ID GLEG2.46
CONTROL# 89886 PYT
�`i �i L ■
14289 JAMES DEAN DRIVE
CARMEL, IN 46033
1 " = 30'
LOT AREA:3,590 Sq. Ft.
M.F.F.=758.6
M.L.A.G.=757.4
LEGEN D:
XX.X PROPOSED GRADE PER PLAN
XX.XAB AS BUILT GRADE
_ _ S.S.D. _ _ SUB-SURFACE DRAIN
SANITARY SEWER
6" AS BUILT SANITARY LATERAL
6" PROPOSED SANITARY LATERAL
STORM SEWER
W WATER MAIN
W 3/4" WATER CONNECTION
° ° ° < SWALE
• SANITARY MANHOLE
�• I 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
�� .�. � ... SOD: 1,473f Sq. Ft.
s'sw SEEDING: N/A f Sq. Ft.
CONC. DRIVEWAY: 823 f Sq. Ft.
PRIVATE WALK: 44 t Sq. Ft.
PUBUC WALK: 140 t Sq. Ft.
LOT 46
THE GROVE AT THE LEGACY
SECTION TWO
INST. #2018030350
P.C. 5, SLIDE 852
```���n � � � � � �,,,,���
�,o�` c��OEPp '��,,,
,,. � . ................ F� ,,,
` ' G\STER ' • � ':
=oQ. .Q� No.F� .��_�
= ;80040474; _
STATE OF
�%��9''••. /�VDIANP � `��'�•:
,��� �O • .............• �y ```�.
.,,������SU'Rv"`����,
��� . ����.�.�
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. 12�05�19 �J
ZONING: PUD �.��
� 0' MINIMUM SIDE YARD BENCHMARK 'I 3 � '
6 MINIMUM BETWEEN STRUCTURE � � �
6' MINIMUM REAR YARD TOP OF CASTING = 758.49 '" �"°""�a i�io����g.