HomeMy WebLinkAbout04090012 VOWC Sec. 3004 BLK E - Brenwick Realty, Construction Plans pg. 03DATE:
9/07/04
PROJECT NO.:
1238.035
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DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
GRADING, DRAINAGE
UTILITY PLAN
DRAWING FILES:
N: \1238 \035 \DWGS \C102.DWG
XREF: 005bs.DWG, 033bs.DWG
XREF: 3001AbsS.DWG, 3004bs.DWG
XREFI 035- BS.DWG
BRENWICK DEVELOPMENT CO.
CARMEL, INDIANA
SHEET NO.:
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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 OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2004)
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS *LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
BRENWICK DEVELOPMENT CO.
CARMEL, INDIANA
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EXISTING VILLAGE OF
WESTCLAY SECTION 3004
SANITARY SEWER PROFILE
SCALE: 1”-
BLOCK "D"
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CCOL BILLS
NOTE:
CONTRACTOR SHALL NOTIFY CLAY TOWNSHIP
REGIONAL WASTE DISTRICT PRIOR TO
CONSTRUCTION OF ALL LATERAL
CONNECTIONS AND EXTENSIONS FROM THE
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1
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.
ASSUMED NORTH
SCALE: 1"= 10
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 CITY OF CARMEL
SHALL APPLY FOR ALL STORM SEWERS.
4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES
RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH
GRANULAR MATERIAL.
5. 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 HELD LOCATION OF
SERVICES.
6. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4"
THICK AND 4' IN WIDTH.
7. 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.
8. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
9. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE 0.S.H.A.
STANDARDS FOR WORKER SAFETY.
10. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES.
11. 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. THE SUBCONTRACTOR SHALL NOTIFY IN
WRITING THE OWNER AND THE ENGINEER IN ANY
CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED.
12. 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).
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C.O.
ID 000.00
(coo. 00)
000.00
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 IC- 8- 1 -26 -1
ET SEQ. AS AMENDED AND SUPPLEMENTED,
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
Clean Out
Flow Arrow
6" Subsurface Drain
Swale (0
Existing Burried Electric
Existing Burried Telephone
Existing Burried Gas Line
Existing Street Light
Location
NOTES:
1. CONSTRUCTION OF SIDEWALK IN IMMEDIATE VICINITY
OF EXISTING TREE(S) TO BE COORDINATED WITH CITY OF
CARMEL URBAN FORESTER SCOTT BREWER, 571 -2478.
2. GAS SERVICE TO BE COORDINATED WITH VECTREN
REPRESENTATIVE JERRY BREECK AT 776 -5526.
3. UTILITY WORK THAT OCCURS WITHIN THE RIGHT
OF -WAY OF HORSEFERRY ROAD MUST BE PERMITTED
THROUGH THE CITY OF CARMEL BOARD OF PUBLIC
WORKS.
NOTE: SEE ARCHITECTURAL PLANS BY
OTHERS FOR BUILDING DIMENSIONS AND
EXACT LOCATIONS OF UTILITY SERVICE LINES.
_ES