HomeMy WebLinkAboutC104 Overall PlanDATE:
11/06/01
PROJECT NO.:
1238.020
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
OVERALL PLAN
DRAWING FILES:
N: \1238 \020 \DWGS \C104.DWG
XREF: 020 BS.DWG
XREF: 012BS.DWG
XREF: MID BS.DWG
XREF: 3001ABS.DWG
SHEET NO.:
C
1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1
EXISTING
BUILDING
EXISTING VILLAGE OF
WESTCLAY SECTION
3001 -C
RHETTSBURY STREET
TBM #44
USGS BENCHMARK
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
EAST SIDE HOOVEP RD. ±100' SOUTH OF CLARIDGE
FARM ENTRANCE.
ELEVATION 893.39
NOTE:
CONTRACTOR SHALL NOTIFY CLAY TOWNSHIP REGIONAL WASTE
DISTRICT PRIOR TO CONSTRUCTION OF ALL LATERAL CONNECTIONS
AND EXTENSIONS FROM THE SANITARY SEWER MAIN TO CLEANOUT.
FURTHERMORE, C.T.R.W.D. SHALL BE NOTIFIED PRIOR TO ANY
LATERAL CONNECTIONS TO BUILDINGS. C.T.R.W.D.: (317)844 -9200
CANDY FELTNER.
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ASSUMED NORTH
SCALE: 1"=30'
000
x ELEV
DESC
(000.00)
1 000.00
000.00
ILIFJOTIENIED)
Swale (0
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 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
w/ description
New Pavement Grade
All Other Finish Grades
Storm Structure Number
Sanitary Structure Number
Flow Arrow
6" Subsurface Drain
ii-;ENIEIRAIL, I$OflflE
1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES.
2. Il SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO
VERIFY ALL EXISTING UTILITIES AND CONDITIONS
PERT AINING 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. TANDARD SPECIFICATIONS FOR THE HAMILTON COUNTY
`GURVEYOR SHALL APPLY FOR ALL STORM SEWERS.
4. STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP REGIONAL
WASTE DISTRICT 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 BE NOTIFIED
PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF
SERVICES.
7. SERVICE WALKS SHALL BE NON— REINFORCED CONCRETE 4"
THICK AND 4' IN WIDTH.
8. 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.
9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
10. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE 0.S.H.A.
STANDARDS FOR WORKER SAFETY.
11. CONTRACTOR SH /,.!_L MINIMIZE DAMAGE TO EXISTING TREES.
12. REMOVE AND BA{ ,KFILL ALL AREAS WHERE ANY FIELD TILE
CROSSES PROPLID HOUSE PADS. ALL FIELD TILES
INTERCEPTED T() 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.
13. 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).
H L A
G�STERFO
No.
s 9800085
?D STATE OF
DATE:
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OP IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
0 COPYRIGHTED BY THE SCHNEIDER CORP. (2001)
Schneid -r
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
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