HomeMy WebLinkAboutBP1-C1.40 Grading/Utility Plan-EastCOPYRIGHT Q04
williams associa es c I ects, ltd.
CI,
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephone: 317.826.7100
Fax: 317.826.7200
www.schneidercorp.com
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No.10100357 1
O STATE OF
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wd �t���Illlill \11
DATE: 8/20/04
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 OR IN PART, WITHOUT THE
WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP
CARMEL CLAY PARKS RECREATION
CENTRAL PARK
MASS EARTHWORK BUILDING PADS
CARMEL- INDIANA -46032
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GRAPHIC NORTH
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GRADING!
UTILITY
PLAN •EA T
BPI-
C 1.40
TSC JOB NO.: 2722.002
TLAND AREA TO
REMAIN UNDISTURBED
ALL FENCES TREELINE
TO BE REMOVED IN ALL
AREA WITHIN THE CONSTRUCTION
47
847.00
N 925.53
T423.31
N 852.44
E 1382.83
N 900.56
E 1663.82
BUILDING QUTUNES AND SANDED PARKING AREAS/DRIVES ARE SHOWt1 FOR ORIENTATION PURPOSES ONLY.
NO BUILDING OR PARKING CONSTRUCTION IS PLANNED WITH THIS DRAWING PACKAGE.
326' of 18" RCP
FI \ISH PAD 843.00
SEE SHEET C1.42 FOR
CONDUIT SPECIFICATIONS
AltA OF MONON TRAIL
RECONSTRUCTION.
SEE SHEET BP1 -1.42 FOR PLAN
AND PROFILE
5:1 SLOPE
UTILITIES
Indiana Underground Utility Location Service (1 -800- 382 -5544)
was contacted on 31 DEC 02 for marking of utilities on 3 JAN 02
confirmation #0100656780 -000
!dater
Carmel City Sewer and Water
;130 1st Avenue SW
/Carmel, Indiana 46032
317- 571 -2648
Telephone
I Ameritech
220 North Meridian Street
Indianapolis Indiana 46204
317- 265 -4878
2:1 SLOPE
Sanitary Sewer
Clay Township Regional Waste
10755 North College Aver.. e
Carmel, Indiana 46032
317- 844 -9200
Cable
Time Warner Cable
516 East Carmel Drive
Carmel, Indiana 46032:
317 -848 -4726
ITS
E 2521i_81
Gas
Vectren Energy Delivery
P.O. Box 1700
Noblesville, Indiana 46061
317- 776 -5534
50
ASSUMED NORTH
SCALE: 1 50
0
Electric
Indpls. Power and Light Co.
2102 North Illinios Street
Indianapolis, Indiana 46202
317- 261 -8406
Utility Hotline: within Indiana 1 -800- 382 5544 .outside Indiana 1 -800- 428 -5200
Note j
The nature, size and locatilon of utilities are per plans and locations provided by the respective
utility' companies. The abdve list constitutes some, if not ,all, of the utility companies which
may provide service in the area of, and adjacent to, the subject project, based upon the
inlormatlon available through such plans and locations, and any incidental visual inspection.
All` utilitjr companies should be notified prior to any excavation for field location of services
and verification of size and nature of services.
25
GRAPHIC SCALE
1"=50'
50
835
ILISCrIENIED
0
1000.001
100
5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE O.S,H.A.
STANDARDS FOR WORKER SAFETY.
.0 -1RA .i..v ICHTCy Vf/ rj1Y1ES
ALL GRADES AT CONSTRUCTION LIMITS SHALL MEET EXISTING GRADES.
2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO
VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING
TO THE PHASE OF WORK. IT SHALL ALSO BE THE
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF
THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION 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 CLAY TOWNSHIP REGIONAL WASTE DISTRICT,
INDIANA SHALL APPLY FOR ALL SANITARY SEWER AND STORM
SEWERS.
4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
6. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES.
7. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE
CROSSES PROPOSED BUILDING 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.
8. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 100
PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557).
a 9. ASPHALT TO BE PLACED UPON COMPLETION OF EARTH MOVING ACTIVITIES.
10. ALL TOPSOIL SHALL BE REMOVED TO A DEPTH OF 8 INCHES OR AS
OTHERWISE INDICATED IN THE SOILS INVESTIGATION REPORT BEFORE
REMAINING EARTHWORK ACTIVITIES COMMENCE. ONLY TOPSOIL CAPABLE
OF BEING USED ON -SITE MAY BE STOCKPILED ON -SITE IN LOCATION
DESIGNATED BY OWNER. ALL EXCESS TOPSOIL SHALL BE HAULED OFF -SITE
AT NO ADDITIONAL COST TO OWNER. TOPSOIL STOCKPILES PLACED ON
SITE SHALL BE TEMPORARILY SEEDED WITHIN THREE DAYS OF PILE COMPLETION.
11. RIP -RAP AT OUTLETS TO BE 6" TYPE C ROCK 18" DEEP. ROCK SIZE
INDICATES THE SOARE OPENING ON WHICH 85% OF THE MATERIAL, BY WEIGHT,
WILL BE RETAINED. WIDTH OF PROTECTION SHALL BE THE WIDTH OF THE FLARED
END SECTION OR 4', WHICHEVER IS GREATER. LENGTH OF RIPRAP TO BE 6' FOR
12" 18" RCP AND 8' FOR 21" 27" RCP.
HOLEY MOLEY SAYS
C 4 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
Existing Sanitary Sewer
New Sanitary Sewer
(Laterals are shown for reference only)
Existing Storm Sewer
Sanitary Structure Number
Existing Contour
Existing Elevation
Proposed Contour
Proposed Finish Grades
Swale Flowline(()
Flow Arrow
Utility Drainage Esmt.
Existing Water Main
Existing Fire Hydrant
Existing Water Valve
Existing Utility Pole
Existing Trees
Existing Fence
Granular Backfill
STORM STIRLICrIEURIE, SCE ]DUL]R