HomeMy WebLinkAboutC102 Grading, Drainage & Utility PlanDATE:
10/01 /02
PROJECT NO.:
1238.026
DRAWN BY:
BET
CHECKED BY:
SHEET TITLE:
GRADING, DRAINAGE
UTILITY PLAN
DRAWING FILES:
N:\1238\026\DWGS\C102.DWG
XREF: 026 BS.DWG
XREF: 012BS.DWG
XREF: MID BS.DWG
XREF: 3001ABS.DWG
SHEET NO.:
C .........02
EXISTING VILLAGE OF
WESTCLAY SECTION 3001 -A
THE VILLAGE CENTER PART 2,
BLOCK "F"
EXISTING
BUILDING
FFE= 898.32
EXISTING
BUILDING
1
1
1
1
EXISTING VILLAGE OF
WESTCLAY SECTION
3001 -C
17 +00 PT 17 +10.68
-I 1
(896.34) (896.26)
18+C01
-1
(895.56)
X. TC= 897.82
18'
SEX. TC= 897.83
EX. I 12" RCP
Q
O
P OPOSED 1" WATER 1 72
SERVICE LIV 1 i 1
I O
EX 8" PVC
X. TC= 895.04
EX. 30" RCP
EX. 12" RCP EX. TC =$97.8
EXIST. !75' R/W
0
r)
(1)
X
U
0
EX. TC= 897109
EX 8 PVC
c
r
00
co
CD
LJ
W
EX. TC =897.73;
18'
d I
L J j i
L 8+44.44
I
9
1';
El W
%°'9 6
t
t
8
j
11.0'
w
I(I)
LO
X
uJ
20.24'
(898.071
898.071
At
C.O. TC =897.8
PROPOSED
BUILDING
FFE= 898.15
4
898.07
PROPOSED 6" PVC SANITARY LATERAL
MIN. 2% SLOPE
PROPOSED SEWER EASEMENT
EXISTING SANITARY TC= 897.54
EXISTING INVERT OUT= 885.74
1898.071
898.07
19 +00 EXISTING 19 +64.44
(894.6) RHETTSBURY STREET
x ELEV
DESC
IL I O
Existing Storm Sewer
New Storm Sewer
Existing Sanitary Sewer
New Sanitary Sewer
000 Existing Contour
(000. o0)
1000. oo l
C.O.
E
T
G
Existing Elevation
w/ description
New Pavement Grade
All Other Finish Grades
Clean Out
Flow Arrow
6" Subsurface Drain
Swale (t)
Burried Electric
Burried Telephone
Burried Gas Line
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 MEETINGHOUSE ROAD MUST BE PERMITTED
THROUGH THE HAMILTON COUNTY HIGHWAY DEPARTMENT.
CONTACT ROBB CHADWELL, INSPECTOR FOR NECESSARY
INFORMATION AT 773 -7770.
NOTE: SEE ARCHITECTURAL PLANS BY OTHERS FOR
BUILDING DIMENSIONS AND EXACT LOCATIONS OF
UTILITY SERVICE UNES.
ASSUMED NORTH
SCALE: 1"=20'
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 -69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
IG INKY=
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 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 SHALL MINIMIZE DAMAGE TO EXISTING TREES.
12. 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.
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).
13 RINCIHEIMLATRIK.
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
SITE ADDRESS:
12721 MEETING HOUSE ROAD
CARMEL, INDIANA 46032
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QU STATE OF 4-44
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DATE:
THIS DRAWING AND THE IDEAS, DESIGNS ND
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.
0 COPYRIGHTED BY THE SCHNEIDER CORP. (2002)
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
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