HomeMy WebLinkAboutSPP� STOEPPELWERTH
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��� 7965 East lObth Street, Fishers, IN 46038-2505
phone:317.849.5935 fax:317.849.5942
100.00 �
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VARIABLE STORMWATER
B.M.P.&D.U.&S.E.
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WET POND #4
N.P. ELEV.= 772.50
100 YEAR ELEV.=774.21
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JOB ID RLEG.41
CONTROL# 92445 LEN
14557 INTEGRITY COURT
CARMEL, IN 46033
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1 " = 30'
LOT AREA:14,500 Sq. Ft.
REAR MFPG LAG = 777.4
FRONT MFPG LAG = 781.1
LEGEN D:
XX.X PROPOSED GRADE PER PLAN
XX.XAB AS BUILT GRADE
_ _ S.S.D. _ _ SUB-SURFACE DRAIN
� SANITARY SEWER
PSL 6" AS BUILT SANITARY LATERAL
6" PROPOSED SANITARY LATERAL
W STORM SEWER
3/4" WATER CONNECTION
W WATER MAIN
0 0 0 < SWALE
• SANITARY MANHOLE
�•' STORM MANHOLE
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■ CURB WLET
� FIRE HYDRANT
I � 18.00'
NI
r COVERED cNo
o PATIO
0 18.75' o
13.33' � � 22.67'
MODEL= SOUTHILL A 30.0'
F.F.ELEV.= 783.37
T.O.W.= 782.17 10.00'
BSMT.= 773.50
(RH)(BRICKWRAP) o
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� 781.50 � 25.0'
PORCH �
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vJi � CONC.
� 00 DRIVE7
� 8.00' � 14J5� �
3'SW
As,� 0 81.5
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M
100.00 � s'sw
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SOD 15.2'
LINE
1�
MH
740
T. C. =780.07
AS BUILT
T.C.=779.ST� �
AS BUILT ' �
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T.C.=779.58 �
AS BUILT1 �
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5'SW
ALL UNDERGROUND SEWERS AND UTILITIES
SHOWN ARE PLOTTED BY SCALE FROM
"RECORD DRAWINGS" FURNISHED BY ENGINEER.
� BENCHMARK
TOP OF CASTING=799.84
SOD: 331 t Sq. Yd.
SEEDING: 7,742 t Sq. Ft.
SEED IN EASEMENT: 1,000 t Sq. Ft.
CONC. DRIVEWAY: 1,046 t Sq. Ft.
PRIVATE WALK: 192 t Sq. Ft.
PUBLIC WALK: 440 t Sq. Ft.
APRON: 145 t Sq. Ft.
ADDITIONAL SOD T0: 749 t Sq. Yd.
REAR EASEMENT
HANDICAP RAMPS: 0
SIGNATURE:
D.U.&S.E. DRAINAGE, UTILITY & SEWER
5.0' EASEMENT
D.E. DRAINAGE EASEMENT
B.L. BUILDING LINE
MFPG/LAG MINIMUM FLOOD PROTECTION
GRADE / LOWEST
� ADJACENT GRADE
B�M�P� BEST MANAGEMENT PRACTICES
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/ LINE
20' B.L.
20' D.U.&S.S.E.
292't
80.6A8 MH
739
T.C.=780.58
— AS BUILT
oT
I N TEGRI TY � 80.16
COURT
LOT 41
THE RIDGE AT
TH E LEGACY
SECTI ON ON E
INSTR.#2013002737
P.C. #5, SLIDE #39
C.O. C. #2017038148
ZONING: PUD
5' MINIMUM SIDE YARD
20' MINIMUM AGGREGATE
20' MINIMUM REAR YARD
DATE:
CONTRACTOR SHALL CUT 5' OFF
OF LATERAL AND BEGIN FROM
THAT POINT AND CONNECT TO
HOUSE FOLLOWING PLOT PLAN.
o°�����S��'E P�'F �''��.
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��� Q,��G�STEq� ••. �'L�%
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= Q �� NO. '':� �:
= � : 80040474 •'• _ _
' STATE OF '
%��9�'••. /iVDIANP `'�Q'��:
,, ti� �� ..............���y `�.
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��������in n��������,
I HEREBY CERTIFY THAT THE DRAINAGE WAYS, PAD
ELEVATIONS, AND EROSION AND SEDIMENT CONTROL
MEASURES ARE CONSISTENT WITH THE OVERALL
DEVELOPMENT PLANS.
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NOTE: THIS DRAWING IS NOT INTENDED TO BE
REPRESENTED AS A RETRACEMENT OR ORIGINAL
BOUNDARY SURVEY, A ROUTE SURVEY OR A
SURVEYOR LOCATION REPORT.
SIGNATURE REPRESENTS CONFIRMAl10N OF RECEIPT OF PLOT PLAN BY CUSTOMER
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�71� hefore yau dig.