HomeMy WebLinkAboutC102 Phase 1 Grading & Utility PlanG
AREA FOR FUTURE BUILDINGS AND/OR
EXPANSION OF COMMON PARKING LOT
VILLAGE OF WESTCLAY
MEETING HOUSE
2
PROPOSED
BRENW1CK
OFFICE BUILDING
FFE= 899 00
i`•
3".>
11°
4
2
3
3
WATER LATERAL
WATER METER
PIT
WYE LAT.
0+57
CLEAN,_
OUT
4
898.811
TC
(898.31)CU T
4
FT98.63 TC
(898.13)GUT
897.95
TC
(897.45)GUT
899.00)
7
5
TC=89
cw)
zi
5
10' STUB OF
8 PVC
897.05)
CD C C
ccD
c c
18
897.30)GUT
898.20)
se?
896.93)
1897.40
897.96)
TC
(897.90)GUT
898.03
TC
(897.53)GUT
6
w
6
TC=898.60
IESENCIEIMAIRIK.
TBM #44
USGS BENCHMARK
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE
FARM ENTRANCE.
ELEVATION 893.39
896.63
7
_4E97.32 TC 896.72 TC
(896.82)GUT (896.22)GUT
897.42)GUT
897.70
7
r(897.40
8
897.32 TC
896.82)GUT
8
897.24
896.74
XISTING
V1LLAJ OF WESTCLAY
VILLAGE CENTER
BLOCK "E"
EXISTING
VILLAGE OF WESTCLAY
VILLAGE CENTER BLOCK "D"
T
68' OF 15" RCP C
896.64 TC
(896.14)GUT
TC
GUT
9
(000.00)
000.00
895.57)
AREA FOR FUTURE BUILDINGS AND/OR
EXPANSION OF COMMON PARKING LOT
9
Existing Storm Sewer
New Storm Sewer
Existing Sanitary Sewer
New Sanitary Sewer
1000.001
Existing Contour
Existing Elevation
w/ description
New Pavement Grade
All Other Finish Grades
601
896.63)
10
895.77
895.27
1896.67 TC
896.1 7)cuT
1 10
68' OF 15" RCP
TC
GUT
294' OF 8" PVC
1 1
ILIEXCTIENID
1895.85ITC cx)
895.35)GUT
AREA FOR FUTURE
BUILDINGS AND/OR
EXPANSION OF
COMMON PARKING
LOT
TC=894.59
11
ORSEFERRY
ROAD
0
12
12
Storm Structure Number
Sanitary Structure Number
Flow Arrow
6" Subsurface Drain
Swale (E)
13
1894.80
TC
(894.30GUT
894.62
1895.03 TC--
(894.53)GUT
895.46
895.58)
895.46
TC= 8' 4 90
[894. 48}C
(893.98)G
13
HOLEY MOLEY SAYS
"DON'T
DIG
BLIND'
"IT'S THE LAW
CALL 2 AKING DAYS BEFORE YOU DIG
1-800-382-5544
CALL TOLL FREE
PER INDIANA STATE LAW IS-69-1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
1
1
CD
14
894.42 TC
894.34)GUT
14
ASSUMED NORTH
SCALE: 1"=20'
15
15
z
IEPIERAIL, .171S
ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES.
IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO
VERIFY ALL EXISTING UTILITIES AND CONDITIONS
PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF
THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR
EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR
SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF
ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE
PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED.
STANDARD SPECIFICATIONS FOR THE HAMILTON COUNTY
SURVEYOR SHALL APPLY FOR ALL STORM SEWERS.
STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP REGIONAL
WASTE DISTRICT APPLY FOR ALL SANITARY SEWERS.
ANY PART OF THE SANITARY OR STORM SEWER TRENCHES
RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH
GRANULAR MATERIAL.
THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE
PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY
COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED
PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF
SERVICES.
SERVICE WALKS SHALL BE NON-REINFORCED CONCRETE 4"
THICK AND 4' IN WIDTH.
4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT
TO BE CONSTRUCTED BY OTHERS.
EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK
INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS.
SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN
EXPANSION JOINTS, CONTRACTION JOINTS AND
PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH A
CONTRACTION JOINT EVERY 20' OR LESS.
10. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
11. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE 0.S.H. A.
STANDARDS FOR WORKER SAFETY.
12. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES.
13. REMOVE AND BACKFILL ALL AREAS WI-IERE ANY FIELD TILE
CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES
INTERCEPTED TO BE PERPETUATED INTO STORM SEWER
SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN
WRITING THE OWNER AND THE ENGINEER IN ANY
CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED.
14. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95
PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). FILL
UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95
PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557).
Revisions
STE
scl
at.
oat.
08/06/99 1238.005
Date Project No.
Computer Files
\1238\005\DWGS\C102.DWG
XREF: 0058S.DWG, 3004BS.DWG
XREF: 30018S.DWG, MID-BS-E.DWG
XREF: CA9.DWG, CA10.DWG
XREF: CAl2.DWG, CA13.DWG
No.
9800085
NDIA10.:•-•
4;,sioNAL
.51
STATE OF 4
CERTIFIED BY
THIS DRAWING A/40 THE DEAS, DESIGNS AND CONCEPTS CONTAINED
HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY Of NE SOMMER
CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN MOLE OR IN
PART, VA THOUT THE WRITTEN CONSENT OF THE SCHNEIOER CORPORATION.
1999, The Schneider Corporation
r The
6,Z1 Schneider
1 01_ Corporation
12726 Hamilton Crossing Blvd.
Carmel, Indiana
46032
317-574-3797
317-574-3799 Fax
Formerly Schneider Engineering Corp. Bohlen, Meyer, Gibson Assoc..
BRENWICK DEVELOPMENT CO.
Brenwick Building
Village of WestClay
PHASE 1 GRADING
UTILITY PLAN
Drawn
MG
Sheet No.
Engineering
Surveying
Landscape Architecture
GIS LIS
Geology
Approv.
C L02
M
L
K
J
H
F
E
D
C
B
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