HomeMy WebLinkAboutC101 Development PlanSTRU.
DATE:
3/1 /04
PROJECT NO.:
1238.V02
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
DEVELOPMENT
PLAN
DRAWING FILES:
N: \1238 \V02 \DWGS \C101. DWG
XREF: V02- BS.DWG, 1201BS.DWG
XREF: 1009BS.DWG, 3004BS.DWG
XREF: AGO1BS.DWG, AGO2BS.DWG
XREF: MID -BS -E.DWG
XREF: CA10.DWG, CA13.DWG
SHEET NO.:
C mit) .s._i.
B709
888.53
STRU.
EX. TC
PR. TC
NOTE
B708
888.67
889.07
RAISE 0.40'
B709
888.53
889.07
RAISE 0.54'
B710
889.56
889.50
LOWER 0.06'
B622
888.53
890.46
RAISE 1.93'
B623
888.61
890.46
RAISE 1.85'
CHAPEL.. SQUARE
BLOCK "B"
COMMONS
EXISTING ASPHALT
TO :REMAIN
E=N
TBM #44
USGS BENCHMARK
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE
FARM ENTRANCE.
ELEVATION 893.39
TOP OF CASTING ELEVATION
ADJUSTMENT DATA TABLE
EXISTING
�Ilage of WestClay,)
SECTION 12001
(000.00)
1000.001
1ME1
I
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
MFPG
Flow Arrow
4" Subsurface Drain
Swale (10
Water Main
Existing Trees
Existing Gas Main
Existing Telephone
Existing Water Main
Existing Flowline
Existing Overhead Utilities
2' Chairback Curb
Minimum Flood Protection
Grade (Lowest Opening Permitted)
9' CHAT OR
ASPHALT PATH
36' OF NEW CURB
EXISTING ASPHALT'
Ta" REMAIN
NOTE:
CHANGE BEEHIVE ICtST)E -G
TO CURB,._INLET CA1T1f G
KEW POND
BLOCK "H"
COMMONS
EXISTING
-Village' of WestClay
SECTION;, 3004 VILLAGE
CENTER, PART 1
INV 884.3 24" RCP.
STORM MANHOLE
T /C' 9 84
EX 889.80
EXISTING
Village of WestClay
SECTION 12001
ASSUMED NORTH
SCALE: 1"=50'
-1a JN DT R
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 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. 4' 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. 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.
16. 100 YEAR FLOOD PLAINS, FLOODWAY FRINGES AND
FLOODWAYS: PER FEMA AND INDR STUDIES: NONE
HOLEY MOLEY SAYS
ce
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.
��ON T.19
STE R cQ 'p �F
No.
3
STATE OF
//i luniu pmts-
DATE: 3/1/04
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. (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