HomeMy WebLinkAbout19040221 Site PlanST 0 E P P E L W E R T H JOB ID RLEG4.83
ALWAYS 0 N CONTROL# 87117 CAL
77.OA6
7965 East 106th Street, Fishers, IN 46038-2505
phone: 317.849.5935 fax: 317.849.5942 14323 NEW GARDEN LANE
CARMEL, IN 46033
\ 66 LC.A• #9 �� �
\ VAR. D.&U.E. 1 = 30
\ LOT AREA: 18,870 Sq. Ft.
\ 76.9A6 M.F.F.= 779.1
\ FRONT M.L.A.G./M.F.P.G.= 778.60
\ REAR M.L.A.G./M.F.P.G.= 775.67
I \
DRIVE SLOPE=
of
vi LEGEND:
N XX.X PROPOSED GRADE PER PLAN
XX.XAB AS BUILT GRADE
^N _ _ S.S.D. _ _ SUB -SURFACE DRAIN
SANITARY SEWER
STORM SEWER
79.7A8 W WATER MAIN
I \ W 3/4" WATER CONNECTION
000<- 1 SWALE
18.00' I • SANITARY MANHOLE
o
o
o COVERED o
00 80.6 ro �J STORM MANHOLE
N PATIO 80.6
00 18.00' o
22.67' 13.33' ■ CURB INLET
30.0' MODEL= SOUTHHILL C FIRE HYDRANT
80.1 AB 10.00' F.F.ELEV.= 742.47 0 N
T.O.W.= 781.27 r) D.&U.E DRAINAGE & UTILITY
BSMT.= 772.60(LH) EASEMENT
78.2A6 D.U.E.&S.E. DRAINAGE UTILITY EASEMENT
GAR & SEWER EASEMENT
25.0' 11�� 780.60 oD.E. DRAINAGE EASEMENT
,n o 8.67' L.C.A. LIMITED COMMON AREA
11. o 16.0' B.L. BUILDING LINE
CONC. o ORCH m 12.38'
DRIVE o M. F. P. G. MINIMUM FLOOD PROTECTION
ro
SOD LINE� GRADE
0'----_ - 80.6
5. 80.6 o vim M.F.F.E. MINIMUM FINISHED FLOOR
0 9.00' N
SOD LINE ELEVATION
77.7AB 12.37' a
M. L. A. G. MINIMUM LOWEST ADJACENT
SW GRADE (FLOOD PROTECTION)
p VAR. VARIABLE
12.0' />
o
M ALL UNDERGROUND SEWERS AND UTILITIES
SHOWN ARE PLOTTED BY SCALE FROM
"RECORD DRAWINGS" FURNISHED BY ENGINEER.
• l7 SOD: 496 f Sq. Yd.
77.61 q ^ 2p: SEEDING: 10,816 f Sq. Ft.
e�
SEED IN EASEMENT: 1,097 f Sq. Ft.
w o COPRIVATE WALK: 194 f Sq. Ft.
\` PUBLIC WALK: 500 f S Ft.
T.C.= 780.74 \ "� �\ \ 39 6 0 76.4A6 APRON: 158 f Sq. Ft.
AS BUILT \\ ADDITIONAL SOD: 1,080 f Sq. Yd.
\ \ \ w ` TO REAR EASEMENT
MH ``���unuunii
724
CONTRACTOR SHALL NO
CUT 20' OFF OF los = 0::80040474::: _ =
LATERAL AND BEGIN _ __
FROM THAT POINT STATE OF
AND CONNECT TO MH '
HOUSE FOLLOWING 723 -.�-9 '• �NDIANP.: 0�Z,
PLOT PLAN. LOT 8 3 �� •............��
T. AS BUILT 8 i���'su R j"```````��
THE RIDGE AT THE LEGACY
SECTION FOURaA�Qe�
INST. #2018007311 ALL UNDERGROUND SEWERS AND UTILITIES
NOTE: THIS DRAWING IS NOT INTENDED TO BE
P.C. #5, SLIDE #803 SHOWN ARE PLOTTED BY SCALE FROM REPRESENTED AS A RETRACEMENT OR ORIGINAL
"RECORD DRAWINGS" FURNISHED BY ENGINEER. BOUNDARY SURVEY, A ROUTE SURVEY OR A
ZONING: PUD SURVEYOR LOCATION REPORT.
5� MINIMUM SIDE YARD � BENCHMARK
20 MINIMUM AGGREGATE
20' MINIMUM REAR YARD TOP OF CASTING = 780.74
SIGNATURE: DATE,
SIGNATURE REPRESENTS CONFIRMATION OF RECEIPT OF PLOT PLAN BY CUSTOMER
04/15/19 JCS
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*Kwwars below.
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