HomeMy WebLinkAbout03080009 Construction Plans for Townhomes at Rangeline Block B C102c*E :q
EX. SANITARY MANHOLE
T/C 822.91t>
INV N 812.40 21" RCP—
INV W 814.08 8" VCP
INV S 812.48 21" RCP
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SUPPLEMENTED,
EXCAVATE
A110N 'SERVICE "TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
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No.
L 9500028 Q
STATE OF
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DONNA THOMAS
ASSUME D
SCALE:
DEVELOPER.
DATE: 7/18/03
THIS DRAWING AND THE IDEAS, DESIGI
CONCEPTS CONTAINED HEREIN ARE THE
INTELLECTUAL PROPERTY OF THE SCH
CORPORATION, AND ARE NOT TO BE L
REPRODUCED, IN WHOLE OR IN PART,
THE WRITTEN CONSENT OF THE SCHD
CORPORATION.
CQ COPYRIGHTED BY THE SCHNEIDER C
I.E. INVESTMENTS, LLC
1016 3rd AVENUE SW,
SUITE 100
CARMEL, INDIANA 46032
13171 846 -6641
FAX 13171 814 -2231
STEVE SCHUTZ
ENGINEER.
NORTH
1 =20
Schneide
330 ist
BRAD
THE SCHNEIDER CORPORI
12821 E. New Market Str
Suite 100
Carmel, IN 46032
Telephone: 317.56 9.8112
Fax: 317.826.6410
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineerinc
Geotechnical Services
GIS *LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineerini
NOTE:
THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE
PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY
COMPANIES. ALL UTILITY COMPANIES SHALL BE NOTIFIED PRIOR
TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES.
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, INDIANA SHALL APPLY FOR ALL SANITARY
SEWER AND 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 FIELD LOCATION OF
SERVICES.
6. SERVICE WALKS SHALL BE NON— REINFORCED CONCRETE 4"
THICK.
7. 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.
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 O.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
IN ILRCEP IED 10 BE PERPE IUA IED INIO SIORM 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).
000.00
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ICE
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FFE
I Imo)
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
Storm Structure Number
Sanitary Structure Number
Finished Floor Elevation
Flow Arrow
4" Subsurface Drain
r 000.00
Swale Q
Water Main
Existing Trees
Existing Gas Main
I Existing Telephone
Existing Water Main
Existing Flowline
Existing Overhead Utilities
Y.D. Yard Drain
THE SCHNEIDER CORPORATION
12821 EAST NEW MARKET ST.,
SUITE 100
CARMEL, IN 46032
13171 569 -8112
FAX 826-6410
DATE: PROJECT NO.:
07/18/03 4580.0
DRAWN BY: CHECKED BY:
DCC
SHEET TITLE:
DEVELOPMENT PLAN
BLOCK "B"
DRAWING FILES:
N: \4K \4580 \001 \DWGS \BLOCK B \C102.DW
XREF: 4580 —A— BS.DWG
XREF: 4580 —B— BS.DWG
XREF: 4580001S.DWG
XREF: IDS AR E AM AP. D WG
I SHEET NO.:
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Q
DATE: PROJECT NO.:
07/18/03 4580.0
DRAWN BY: CHECKED BY:
DCC
SHEET TITLE:
DEVELOPMENT PLAN
BLOCK "B"
DRAWING FILES:
N: \4K \4580 \001 \DWGS \BLOCK B \C102.DW
XREF: 4580 —A— BS.DWG
XREF: 4580 —B— BS.DWG
XREF: 4580001S.DWG
XREF: IDS AR E AM AP. D WG
I SHEET NO.: