HomeMy WebLinkAbout03110012 VOWC Sec. 10003, Construction Plans pg. 02Str.#
T.C.
INV. IN
INV. OUT
DEPTH
STR. SIZE
STR. TYPE
CASTING TYPE
PIPE SIZE
DIRECTION IN /OUT
636
893.90
890.44
890.44
1.2'
48"
INLET
R -3010
18 "/24"
S/N
637
893.90
890.52
890.52
1.6'
48"
INLET
R -3010
15 "/18"
S/N
638
894.70
891.08
2.1'
36"
BEEHIVE
R -4342
15"
N
641
896.90
891.61
4.0'
30"
MANHOLE
R- 1772 -A
12"
E
641A
895.50
891.61
5.1'
36"
BEEHIVE
R -4342
12"
E
642A
894.43
891.95
891.95
1.2'
36"
INLET
R -3010
12 "/12"
S/N
642B
894.43
891.95
1.2'
36"
INLET
R -3010
12"
N
675
886.98
END SEC.
15"
SW
676
893.40
887.69
887.69
4.0'
30"
MANHOLE
R- 1772 -A
12715"
S /NE
889.89
12'
SW
677
894.63
890.98
890.98
2.0'
36"
INLET
R -3010
12 "/12"
W /NE
891.35
12'
SW
678
894.63
891.13
2.2'
36"
INLET
R -3010
12"
E
679
895.14
891.64
2,2'
36"
INLET
R -3010
12"
NE
680
893.40
888.57
888.57
3.3'
30"
MANHOLE
R- 1772 -A
15 "/15"
W/N
681
891.50
889.01
889.01
1.0'
36"
BEEHIVE
R -4342
12715"
W/E
682
894.50
891.50
1.7'
36"
BEEHIVE
R -4342
12"
E
DATE:
10/31 /03
PROJECT NO.:
1238.1003
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
DEVELOPMENT
PLAN
DRAWING FILES:
N: \1238 \1003 \DWGS \C101 -C102. DWG
XREF: 1003 BS.DWG
XREF: 1002- BS.DWG
XREF: 1004- ABS.DWG
XREF: CA5.DWG, CA6.DWG, CA7,DWG, CA8.DWG
SHEET NO.:
C .....-1.
..t-u.
868
MFPG =897.0
9
s 2
•5 +00
894.56
PT 0. 5 +8
+8 35 6 +00
89E
896.2
897.5
895.0
897.5
Pe 9+ 6
8 09
897.79
897.45
11+00
FINCHLE
896.97
895.9 t
932
MFPG =897.3
897.0
(896.15)
12 +00
896.)
895.7
+42.12
59' OF 12" RCP 14 +00 14 +35.1
TC= 895.14
895:50
895.7
897.2
897.0
896.8
895.7
896.0
896.06
895.97
PC 1 +89.52 2 +00
Existing
Village of WestClay
Section 10004-A n 9 -7
MFPG =898.0
TC= 895.50
895.7
866
MFPG =896.7
L_
TC= 894.70
000
896.0 IME
870
MFPG =897,
865
MFPG =897.9
TC= 895.30 K7-2
k' BL
896.4
897.0
4.06' OF
862
MFPG =898.5
ME MU
EMEM
Pq
896.5
861
MFPG =899.1
929
MFPG =898.5
TC= 898.60
Existing
Village of WestClay
Section 10004-A
12 ALLEY ESM T.
TC= 894.50
000
1 897.8
9-
931
MFPG =898.0
859
MFPG =898.0
379' OF 8" PVC
858
MFPG =897.2
5' DU &SE
5' D &SE
896.2
TC= 897.00
934
MFPG =897.9
857
MFPG =896:
895.3
856
MFPG 8-96.2 4
110' OF 15" RCP El 893.0
893.5
893.40
893.40
Storm Structure Data Table
HOLEY MOLEY SAYS
et 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.
2.
3.
4.
5.
6.
ASSUMED NORTH
SCALE: 1 50 7.
8.
9.
10.
11.
12.
13.
14.
15.
1C-__ENTIERAL ]N
ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES.
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.
STANDARD SPECIFICATIONS FOR THE HAMILTON COUNTY
SURVEYOR SHALL APPLY FOR ALL STORM SEWERS.
STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP REGIONAL
WASTE DISTRICT SHALL APPLY FOR ALL SANITARY SEWERS.
ANY PART OF THE SANITARY OR STORM SEWER TRENCHES
RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH
GRANULAR MATERIAL.
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.
SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4"
THICK AND 4' IN WIDTH.
4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT
TO BE CONSTRUCTED BY OTHERS.
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.
TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A.
STANDARDS FOR WORKER SAFETY.
CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES.
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.
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).
WATERMAIN VALVES SHALL NOT BE LOCATED UNDER PAVEMENT.
N
-V
935 O
N
MFP
1 000. 00
(000.00)
1000.001
1 ME
(000.00)
MFPG
Ees
T�fcCL
TB M #44
USGS BENCHMARK
CUT "X" NORTH BONNET BOLT IN 'IRE HYDRANT
EAST SIDE HOOVER RD. ±100' SO -TH OF CLARIDGE
FARM ENTRANCE.
ELEVATION 893.39
FOR CONTINUATION SEE SHEET X102
Existing Storm Sewer
New Storm Sewer
Existing Sanitary Sewer
New Sanitary Sewer
Existing Contpur
Existing Elevcttion
New Paveme t Grade
All Other Fin A .h Grades
Match Existi Grades
Corrected G g` a es
Storm Struc re Number
Sanitary St ture Number
Minimum Flo Protection Grade.
Lowest Open
g Permitted.
Flow Arrow
6" Subsurfa Drain
4" ssd Lot Literal
Swale (r0
Existing Tre
Existing Gas ain
Existing Tele. one
Existing Watt Main
Existing Flo e
Existing Ove a ead Utilities
2' Chairback urb
Emergency Overflow Routing
1...0
CO
CHURCH
D
NORMAL POOL= 887.00
109 YEAR ELEV =888.7
BOTTOM ELEV,= 879.00
mut TOP OF BANK;::
DATE: 11/12/03
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. (2003)
t 41 b,
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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