HomeMy WebLinkAboutVWC 212 PLOT PLANS T 0 E P P E L W E R T H
ALWAYS ON
7965 East 106th Street, Fishers, IN 46038-2505
phone:317.849.5935 fax:317.849.5942
BUILDER SHALL PROVIDE A VERTICAL BARRIER IN THE FORM
OF A WALL, FENCE OR CONTINUOUS HEDGE TO PROVIDE
SEPARATION FROM THE PRIVATE LOT AND THE PUBLIC CONSTRUCTION FENCE REQUIRED TO
WALKS AND PATHWAY AREAS. SEPARATE ARE APPROVAL IS PROTECT PATH AND LANDSCAPING. BUILDER
REQUIRED FOR ALL WALLS, FENCING, AND HEDGES. SHALL BE RESPONSIBLE FOR ANY AND ALL
BUILDER TO PROVIDE BRICK DAMAGES TO WALKS, PATHS, DRAINAGE
OR STONE FRONT WALK TO TILES, AND OTHER INFRASTRUCTURE.
MATCH BUILDING MATERIALS BLOCK "A"
91.6 EXISTING AND FRONT WALK GATE. COMMONS
WALK I 91.0
\ 109.30
SUMP -
LATERAL
O
O
LO
r
8.1
0 0
18.E+7'
I
r N 00
t: Z1767'
=
=
W TIMBER
O W.W. 93.0
1 8.17'
20' B.L.
17.50'
OUTDOOR o�
LIVING -
n 27.50'
GLUSHIK RESIDENCE
F.F.ELEV.= 894.50
BSMT.= 884.50
(LH) m
0
O
O
n
2.50'
0 2.50'
0� o
N 4 F-
N
.67' .s 3
PORCH '3 25.2'
5.3'
GAR. 30.0' 4'SW
893.33 93.0
w
/CONC.
l r1i 00 DRIVE
I
25.00'
93.0
00
a 12.0'
20' B.L. 90.,
A5'
co
C6
6'S.C.AS BUILT
o� �n
T.C.= 893.16 1
AS BUILT — —
— ------
BEAU FAI N
T.B.M. to0
89,
STREET
91.17
15' D.U.&S.E.
115'
90.3
4'SW
SUMP T.B.M.
LATERAL 8g0.0
3 WATER
LATERAL — 90.03
BUILDER TO COMPLETELY REMOVE EXISTING
CURB AND RE -POUR DEPRESSED CURB
CROSS SECTION. ALL WORK WITHIN THE
PUBLIC RIGHT-OF-WAY WILL REQUIRE CITY
ENGINEER APPROVAL 317-571-2441.
NOTES:
• BUILDER AND HOMEOWNER ARE TO ASSUME ALL
LIABILITY ASSOCIATED WITH CONSTRUCTION BELOW
MINIMUM FINISHED FLOOR AND MINIMUM FLOOD
PROTECTION GRADE ELEVATIONS.
• BUILDER SHALL NOT ALTER ELEVATION OF ADJOINERS
LOT.
• BUILDER SHALL BACKFILL AREA OF WATER TAP WITH
GRANULAR MATERIAL AND RESTORE GROUND TO
ORIGINAL CONDITION.
• BUILDER MUST COMPLY WITH ALL ORDINANCES
GOVERNING SITE EROSION & SEDIMENT CONTROL.
• YARD LIGHT & MAILBOX TO BE INSTALLED PER
SUBDIVISION COVENANTS & RESTRICTIONS.
• BUILDER TO ENSURE POSITIVE DRAINAGE AWAY FROM
STRUCTURE
• BUILDER SHALL NOT ALTER ELEVATION OF DRAINAGE
SWALES, INLETS, FIRE HYDRANTS, WATER VALVES OR
MANHOLES.
• BUILDER TO UTILIZE TBM'S AT TOP OF CURB TO
ESTABLISH LOT AND STRUCTURE ELEVATIONS.
• BUILDER TO CONTACT WESTCLAY OA 317-574-1164
TO COORDINATE FLAGGING OF THE WESTCLAY PRIVATE
UTILITIES. BUILDER WILL BE RESPONSIBLE FOR
DAMAGES TO STREET LIGHT WIRING AND PROJECT
IRRIGATION SYSTEM CAUSED BY CONTRACTORS.
PLEASE CALL 48 HOURS PRIOR TO START OF
CONSTRUCTION TO ASSURE LOCATES ARE COMPLETED
PRIOR TO EXCAVATION.
• ALL MUD IN STREETS FROM TRUCKS LEAVING LOT TO
BE CLEANED AT THE END OF EACH DAY.
SUMP
LATERAL
JOB ID VWC15002A.212
CONTROL# 83001 GRAD
1761 BEAUFAIN STREET
CARMEL, IN 46032
1 " = 30'
LOT AREA: 17,102 Sq. Ft.
M.F.P.G.=889.2
M.F.F.E.=893.7
(BUILDING COVERAGE=24.2% 1
LEGEND:
XX.X PROPOSED GRADE PER PLAN
XX.XAB AS BUILT GRADE
S.S.D. — _ SUB -SURFACE DRAIN
SANITARY SEWER
STORM SEWER
W WATER MAIN
W 3/4" WATER CONNECTION
° ° ° < SWALE
❑ ❑ ❑ VERTICAL BARRIER
SF SILT FENCE
• SANITARY MANHOLE
t.� STORM MANHOLE
■ CURB INLET
. END SECTION
vFIRE HYDRANT
WV
M WATER GATE VALVE
D.U.&S.E. DRAINAGE UTILITY & SEWER
EASEMENT
L.E. LANDSCAPE EASEMENT
D.E. DRAINAGE EASEMENT
P.E. PATHWAY EASEMENT
B.L. BUILDING LINE
M.F.P.G. MINIMUM FLOOD PROTECTION
GRADE
M.F.F.E. MINIMUM FINISHED FLOOR
ELEVATION
T.B.M. TEMPORARY BENCHMARK
BENCHMARK
TOP OF CASTING = 893.16
ALL UNDERGROUND SEWERS AND UTILITIES
SHOWN ARE PLOTTED BY SCALE FROM
"RECORD DRAWINGS" FURNISHED BY ENGINEER.
GRADISON BUILDING CORP.
6330 E. 75TH STREET
SUITE 156
INDIANAPOLIS, IN 46250
``001111111,,,,,,'
STOEPp
................F�
N� ; PSG\STE/3�,0.•/?i�
o No.
80040474
STATE OF
A
NOTE: THIS DRAWING IS NOT INTENDED TO BE
REPRESENTED AS A RETRACEMENT OR ORIGINAL
SUURVEYOR LOCATION REPORT. SURVEY OR A
LOT 212
VILLAGE OF WESTCLAY 08/12/119 JDA HSE
SECTION15 0 0 2 — A 3RD REV 05f26/19 ROHRC TA HOUSE
2ND REV PER HOA COMMENTS
INST. #2008025256 03_`21/19
ZONING: PUD 1 R CHc HSE
02/28/19 CEJ
5' MINIMUM SIDE YARD 04/04/18 NBM
20' MINIMUM FRONT YARD FROM R/W
20' MINIMUM REAR YARD ;
12' MIN. REAR YARD (F ass IS AVML�E MW &L" KwwwhaNsbelow.
50% MAXIMUM BUILDING COVERAGE Call nefare you dig.
4'SW
MH
0125
T.C.= 889.52
AS BUILT