HomeMy WebLinkAboutC103 Development Plan Lots 31-42MEE
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FUTURE
Yillage of WestClay
`SECTION 5001
EXISTING
Village Center Part 1,
3004
EXISTING
Village of WestClay
The Crecent Apartments
EXISTING
Village of WestClay_
The Crecent Apartment
J
NOTE:
SSD FOR LOTS 31 THROUGH 42 TQ BE
INSTALLED FROM EXISTING SSD ALONG
EXISTING TRADD STREET.
1
NOTE:
SEE SHEET C109 FOR EXISTING STORM
SEWER, STREET AND CURB DEMOLITION.
EXISTING
The Village Center Part 1,
3004
V
F
G
93
ASSUMED NORTH
SCALE: 1 20
1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES.
2. 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.
3. STANDARD SPECIFICATIONS FOR THE HAMILTON COUNTY
SURVEYOR SHALL APPLY FOR ALL STORM SEWERS.
4. STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP REGIONAL
WASTE DISTRICT SHALL APPLY FOR ALL SANITARY SEWERS.
5. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES
RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH
GRANULAR MATERIAL.
6. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE
PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY
COMPANIES. ALL UTILITY COMPANIES SHOULD T
BE NOTIFIED
PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF
SERVICES.
7. SERVICE WALKS SHALL BE NON— REINFORCED CONCRETE 4"
THICK AND 5' IN WIDTH.
8. 5' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT
TO BE CONSTRUCTED BY OTHERS.
9. EXPANSION JOINTS AREA 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 WHERE ANY FIELD TILE CROSSES
PROPOSED HOUSE PADS. ALL FIELD TILES INTERCEPTED TO BE
PERPETUATED INTO STORM SEWER SYSTEM OR LAKE. HAMILTON
COUNTY SURVEYOR'S OFFICE DOES NOT ALLOW BLIND TAP
CONNECTIONS TO REGULATED DRAIN PIPE. 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).
15. WATERMAIN VALVES SHALL NOT BE LOCATED UNDER PAVEMENT.
ILsJ -1 H Lam\ ILA
(000.00)
I 000.00l
1 ME 1
(000.00)
000.0
1l000.00
MFPG
GFE
FFE
0
0
CD 2' Valley Gutter
HOLEY MOLEY SAYS
"DON'T
DIG
BLIND"
"IT'S THE LAW'
CALL 2 WORKING 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.
Existing Storm Sewer
New Storm Sewer
Existing Sanitary Sewer
New Sanitary Sewer
Existing Contour
Existing Elevation
New Pavement Grade
All Other Finish Grades
Match Existing Grades
Corrected Grades
Storm Structure Number
Sanitary Structure Number
Denotes Elevation and
Approximate Pad Size
Flow Arrow
6" Subsurface Drain
Swale (0
Water Main
Denotes Pad with 2' or
More of Fill After Stripping
Existing Trees
Existing Gas Main
Existing Telephone
Existing Water Main
Existing Flowline
Existing Overhead Utilities
Minimum Flood Protection Grade
(Lowest Opening Permitted)
Garage Floor Elevation
First Floor Elevation
2' Chairback Curb
2' Chairback Curb w/o Gutter
TB M #44
USGS BENCHMARK
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE
FARM ENTRANCE.
ELEVATION 893.39
0 011 111111111 11111/
ON T
ISTE
No.
000001
STATE OF
7 VON AL
x1111111111
1
DATE: 1/22/C
THIS DRAWING AND THE ICE' DESIGNS AND
CONCEPTS CONTAINED HEREIN THE EXCLUSIVE
INTELLECTUAL PROPERTY OF HE SCHNEIDER
CORPORATION, AND ARE NC 3 BE USED OR
REPRODUCED. IN WHOLE OR PART, WITHOUT
THE WRITTEN CONSENT OF HI SCHNEIDER
CORPORATIC
COPYRIGHTED BY THE SC DER CORP. (2003)
SHEET NO.:
‘11.
SchneT .der
DATE:
12/22/03
DRAWN BY:
DCC
THE SCHNEIDER CC 'DORATION
12821 E. New Mcr Street
Suite 100
Carmel, IN 46032
Telephone: 317.56 .3112
Fax: 317.826.6410
www.schneidercorp.
Architecture
Civil Engineering
Environmental Enc' Bering
Geotechnical Serv:
GIS LIS
Home Builder Seri :ss
Interior Design
Land Surveying
Landscape Archite :ure
Transportation Enc -eering
SHEET TITLE:
DEVELOPMEN FLAN
LOTS 31
t
PRC. T NO.:
238.5003
CHEC BY:
DRAWING FILES:
N: \1238 \5003 \DWGS \C101 -107 VG
XREF: 1005BS.DWG, 3004BS.DW
XREF: 5001 BS.DWG, 5002 —BS' `0, 5003— BS.DWG
XREF: 8002BS.DWG, 8501BS.M'!
XREF: GLEBE BS.DWG, SPANOS'"'TS.DWG
XREF: CAl2.DWG, CA9.DWG