HomeMy WebLinkAboutC102 Grading, Drainage & Utility PlanDATE:
11/06/01
PROJECT NO.:
1238.020
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
GRADING, DRAINAGE
UTILITY PLAN
DRAWING FILES:
N:\1238\020\DWGS\C102.DWG
XREF: 020-BS.DWG
XREF: 012BS.DWG
XREF: MID-BS.DWG
XREF: 3001 ABS.DWG
SHEET NO.:
C 1 02
02
kt
CD
Gui
,.s.,.
0
C
1.
0
i
t!„,
NCI' VILLAGE OF
.,,WESTCL IY
THE VILL
et!"
898.12
896.05
12' OF 12* RCP
0 2.20%
896.3 TC
895.88 GUT
TCGfj
896.05 GUT
896.55
896.14
897.04
896.54
896.25
897.15
898.10 TC
897.60 GUT
1898.001
TC
897.50 GUT
TC
To
1897.921
KTION 3001-} A
GE I lLEN_TERT AR TI 2,
11398.28 TC
897.78 GUI
1897.561TC
(N7T06 GUT
Te
Tc
18 12= R
0 0.60%
(95.66)GU,T
EX. IC
f
EX, TC=896.22
I
r T 1897.20ITC
(8
a_
1
1
1 896.37
571 OF lr RCP
0 1.20%
TC
895.88)GUT
1896.181
CUT
30, RCP
EXISTING VILLAGE OF
WESTCLAY SECTION
3001-C
7
t
[02,STC
897.33 GUT
R
UT
SANIT
EX. ,IC=896.40, BE RDAOVED
ARY UNE
EX. TC=897.96
T° E
1897.46ITC
(0
,1
...i
i
7
y --e, yr
UlSTING
BUILDING
E. 30" RCP
TTSBJRY STR
IET
1897.331TC
Cirg.
4 4
4
4
1 EX TC=897.87
EX: EX. 121 RCP
I
I, I
t_X TC=897.90
C:2 C. 1
t
1
..4..,•... ,-...-:.F",i,,-...-1„,:...z...„:,,,......-„,.-,:.-.;•-;15;;I:11:;.,::::;•.:..,,'„.:;,"';;:‘,;- ":::;,..1.,--i,:i1,.„,...„-.7:"..:2::;7_7:::7.--...... -,„:„?„,-J,;-:,::::---
1/1/7
i I
1 'Il
EX. 30" RCP
EX.112" RCP
I
LJJ
uJ
EX. t3" PVC
k
'I
I O.,
1
1
••■111MIMIINI4INNAMMNI•MN
000
x ELEV
DESC
(000.00)
faro.ifdl-
Existing Storm Sewer
New Storm Sewer
Existing Sanitary Sewer
New Sanitary Sewer
Existing Contour
Existing Elevation
w/ description
New Pavement Grade
All Other Finish Grades
Storm Structure Number
Sanitary Structure Number
Clean Out
Flow Arrow
6" Subsurface Drain
Swale (0
Burried Electric
Burried Telephone
Burried Gas Line
SANITARY SEWER DATA
EX. SANITARY STRUCUTRE 469
EX. TC=896.40
EX. INV. IN-886.26 (8" PVC SW)
EX. INV. IN-886.26 (8" PVC N) (TO BE REMOVED)
NEW INV. IN-886.26 (8" PVC NW)
EX. INV. OUT-886.16 (8" PVC E)
SANITARY STRUCUTRE 401
TC=896.33
INV. IN-886.38 (8" PVC SE)
INV. OUT-886.48 (8" PVC N)
STORM SEWER DATA
EX. STORM STRUCUTRE 102
TC=895.60
INV. IN-891.16 (18" RCP NW) (EX. 10' STUB)
INV. IN-892.35 (12" RCP W) (EX. 10' STUB)
INV. OUT-890.91 (21" RCP S)
STORM STRUCUTRE 109
TC=895.96
INV. OUT-892.46 (12" RCP E)
STORM STRUCUTRE 103
TC=896.33
INV. IN-892.66 (12" RCP NW)
INV. IN-891.84 (12" RCP N) (68' STUB)
INV. OUT-891.84 (18" RCP SE)
STORM STRUCUTRE 110
TC=896.55
INV. IN-892.93 (12" RCP NW)
INV. OUT-892.93 (12" RCP SE)
STORM STRUCUTRE 111
TC=898.12
INV. IN-894.60 (12" RCP NW) (10' STUB)
INV. OUT-894.60 (12" RCP SE)
ASSUMED NOR [H
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.
-1ENIERAIL INCYTIES
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
SEI
7. SERVICE. WALKS SHALL BE NON-REINFORCED CONCRETE 4"
THICK AND 4' IN WIDTH.
8. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK
IN IFIRSECTIONS AND BETWEEN WALKS AND PLATFORMS.
SITEWALK 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.
11 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.
2. 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.
3, 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).
TRENICIREIMIAIRIK
IBM #44
USGS BENCHMARK
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE
FARM ENTRANCE.
ELEVATION 893.39
-0 9800085
IS; STATE OF
e Y DI AN
vS/ ONAL
#0 //mitilltutIttO
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.
0 COPYRIGHTED BY THE SCFINEIDER CORP. (2001)
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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