HomeMy WebLinkAbout04080060 116th Street Center, Site Construction Plans pg. 10BENCHMARK
RM 209 -1. CHISELED SQUARE CUT IN SOUTHERN DOWN STREAM
HEADWALL OF CSX RAILROAD (NOW MONON TRAIL). CULVERT
FOR CARMEL CREEK
ELVE. 829.43
1. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE SPECIFIED.
2. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE FOOT LATERAL EXTENSION
CONNECTED TO THE WYE. THE END OF THE LATERAL SHALL BE PLUGGED OR CAPPED.
3. LATERALS RUNNING TO THE OPPOSITE SIDE OF STREET SHALL EXTEND TO WITHIN
5 FEET OF THE BUILDING LINE.
1. ANY PIPE INSTALLED AT LESS THAN MINIMUM GRADE AS SPECIFIED BY TEN STATES
STANDARDS WILL NOT BE ACCEPTED BY THE CLAY TOWNSHIP REGIONAL WASTE DISTRICT.
2. ALL SANITARY SEWER WITH LESS THAN 6.5 FEET OF COVER TO HAVE AT LEAST
ONE INFILTRATION /EXFILTRATION TEST AFTER ALL UTILITIES HAVE BEEN
INSTALLED. THIS DCAM REQUIREMENT WILL BE COMPLETED PRIOR TO ACCEPTANCE FOR
PUBLIC MAINTENANCE UNLESS WAIVED BY DCAM.
3. S.E. EXCLUSIVE SANITARY SEWER EASEMENT D. (Sc U.E. DRAINAGE AND UTILITY
EASEMENT D.S.& U.E. DRAINAGE, SANITARY SEWER AND UTILITY EASEMENT
4. MANHOLES PROPOSED TO BE INSTALLED IN UNPAVED AREAS SHALL BE CONSTRUCTED
SUCH THAT THE TOP OF CASTING (T.C.) IS A MINIMUM OF THREE (3) INCHES ABOVE
THE FINISHED GRADE TO PREVENT PONDING OF WATER OVER THE CASTING. POSITIVE
DRAINAGE AWAY FROM THE MANHOLE SHALL BE PROVIDED.
5. THE LOWEST FINISHED FLOOR ELEVATION SERVED MUST BE ONE (1) FOOT ABOVE THE
TOP OF CASTING (T.C.) OF EITHER THE UPSTREAM OR DOWNSTREAM MANHOLE PER
SECTION 13.02.A.2 OF THE CLAY TOWNSHIP REGIONAL WASTE DISTRICT STANDARDS FOR THE
DESIGN AND CONSTRUCTION OF SANITARY SEWERS, MAY 1989.
NORTH
1" 50' HORIZ.
1" 5' VERT.
860
PROPOSED 8" PVC SDR -35
(S) INV. ELEV. 837.69
870
0
0
I---
0
0
O
z
U)
850
PROPOSED 8" PVC SDR -35
(W) INV. ELEV. 838.51
0
a)
co
w
U
5 +00
/7/././/
LATERAL NOTES:
GENERAL NOTES:
f
r /COMPACTED'
GRANULAR
BACKFILL
REQUIRED
/,,,44`,./
PROPOSED 8" OUTSIDE DROP
MANHOLE CONNECTION
(W) INV. ELEV. 837.79
122LFOF8 "PVC
SDR-35 0.45%
6 +00
i
8 4
0
rn
ter'
co
7---7 //Y.,/ 7 7 r T x- 777
/7/7/ f j r
/2 /2 f /j /t/ GRANULAR
PROPOSED 8" PVC SDR-35
(E) INV. ELEV 838.44
7 +00
STREET
4'SS))
STREET "I"
�TREE:T
1T:
F E
CLEAN OUT
TC• 851.0 INV. ELEV. 848.00
-4° FENCE REQ'O
TYPE!
C OUT
851.0 TC 851.0
4 "SSD�
=Ts
/7,4 REQUIRE/ f
f
f ,f /�`/e` '7,//
'i 2 PROPOSED 24" RC P`
f INV ELEV. 842.50
8+00
r
366 LF OF 8" PVC SDR --35 0.45%
f �r f
/1// i
f
f
f/
f
WATERMAIN
``PROPOSED 8
/r
/.'PROPOSED 18" RCP
/INV. ELEV. 842.60
f
f`/ f
1
�z
Q
OP
g§
ALL BENCHWALLS MUST EXTEND TO
CROWN OF HIGHEST INFLUENT PIPE.
9 +00
/f'
f
f
C-
0
6
In
co
LLI
w
U
f J
f
r
r GRANULAR
BACKFILL
10
f REQUIRED fi r f'
/f
840.85
10 +00
153 LF OF 8" PVC SDR -35 0.45%
11+00
F-
U)
t0
0
10
0 0 0
Z
�w
W
CONTRACTOR MUST PLUG
AND SEAL END OF STUB
PROPOSED 8" PVC SDR -35
(W) INV. ELEV. 838.34
PRIOR TO BACKFILLING, CONTRACTOR MUST COORDINATE WITH
SURVEYOR TO OBTAIN AN UPSTREAM AS -BUILT INVERT ELEVATION AND
ACCURATE HORIZONTAL LOCATION. CONTRACTOR TO MARK END OF
STUB LOCATION WITH PAINTED GREEN 2 "X4
870
850
PROPOSED 8" PVC SDR -35
(N) INV. ELEV. 838.44 84
5 +00
r r t
L__..
810
NT4 AREA 838 839
-r X2.0 ti37
F LOE 8U40
f0 YR. FLOOD ELEV. 844,91 -$35
100 R. FLOOD ELEV.. 848.92 836 837 UU K Flom d ELEV. 834.00 g
TOP OF WALL Et E.V. 849.00
N
130
6 +00
ROPOSED 18" RCP
V. ELEV. 841.97
CONTRACTOR MUST PLUG
AND SEAL END OF STUB
-.J
F-
LU
w
I
V
F-
U
LI.11
a
REVISIONS
SHEET NO.:
TUBE FILE
Bo a)
45 to N
00
c
0 1
0 Lc)
N.
tf]
w
CD Er
tJ,
0 0
o
I
ar
5 In
cf
N
0
Ca N
U
Q
DRAWING. 2308501
DATE: 12/16/05
PROJ. NO.: 2308
DRAWN BY: MG
C502
ALL BENCHWALLS MUST EXTEND TO
CROWN OF HIGHEST INFLUENT PIPE.
140 LF OF
SDR -35
8" PVC
0.45%
23 LF OF
SDR -35
1
8" PVC
0.45
BENCHMARK
RM 209 -1. CHISELED SQUARE CUT IN SOUTHERN DOWN STREAM
HEADWALL OF CSX RAILROAD (NOW MONON TRAIL). CULVERT
FOR CARMEL CREEK
ELVE. 829.43
1. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE SPECIFIED.
2. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE FOOT LATERAL EXTENSION
CONNECTED TO THE WYE. THE END OF THE LATERAL SHALL BE PLUGGED OR CAPPED.
3. LATERALS RUNNING TO THE OPPOSITE SIDE OF STREET SHALL EXTEND TO WITHIN
5 FEET OF THE BUILDING LINE.
1. ANY PIPE INSTALLED AT LESS THAN MINIMUM GRADE AS SPECIFIED BY TEN STATES
STANDARDS WILL NOT BE ACCEPTED BY THE CLAY TOWNSHIP REGIONAL WASTE DISTRICT.
2. ALL SANITARY SEWER WITH LESS THAN 6.5 FEET OF COVER TO HAVE AT LEAST
ONE INFILTRATION /EXFILTRATION TEST AFTER ALL UTILITIES HAVE BEEN
INSTALLED. THIS DCAM REQUIREMENT WILL BE COMPLETED PRIOR TO ACCEPTANCE FOR
PUBLIC MAINTENANCE UNLESS WAIVED BY DCAM.
3. S.E. EXCLUSIVE SANITARY SEWER EASEMENT D. (Sc U.E. DRAINAGE AND UTILITY
EASEMENT D.S.& U.E. DRAINAGE, SANITARY SEWER AND UTILITY EASEMENT
4. MANHOLES PROPOSED TO BE INSTALLED IN UNPAVED AREAS SHALL BE CONSTRUCTED
SUCH THAT THE TOP OF CASTING (T.C.) IS A MINIMUM OF THREE (3) INCHES ABOVE
THE FINISHED GRADE TO PREVENT PONDING OF WATER OVER THE CASTING. POSITIVE
DRAINAGE AWAY FROM THE MANHOLE SHALL BE PROVIDED.
5. THE LOWEST FINISHED FLOOR ELEVATION SERVED MUST BE ONE (1) FOOT ABOVE THE
TOP OF CASTING (T.C.) OF EITHER THE UPSTREAM OR DOWNSTREAM MANHOLE PER
SECTION 13.02.A.2 OF THE CLAY TOWNSHIP REGIONAL WASTE DISTRICT STANDARDS FOR THE
DESIGN AND CONSTRUCTION OF SANITARY SEWERS, MAY 1989.
NORTH
1" 50' HORIZ.
1" 5' VERT.
860
PROPOSED 8" PVC SDR -35
(S) INV. ELEV. 837.69
870
0
0
I---
0
0
O
z
U)
850
PROPOSED 8" PVC SDR -35
(W) INV. ELEV. 838.51
0
a)
co
w
U
5 +00
/7/././/
LATERAL NOTES:
GENERAL NOTES:
f
r /COMPACTED'
GRANULAR
BACKFILL
REQUIRED
/,,,44`,./
PROPOSED 8" OUTSIDE DROP
MANHOLE CONNECTION
(W) INV. ELEV. 837.79
122LFOF8 "PVC
SDR-35 0.45%
6 +00
i
8 4
0
rn
ter'
co
7---7 //Y.,/ 7 7 r T x- 777
/7/7/ f j r
/2 /2 f /j /t/ GRANULAR
PROPOSED 8" PVC SDR-35
(E) INV. ELEV 838.44
7 +00
STREET
4'SS))
STREET "I"
�TREE:T
1T:
F E
CLEAN OUT
TC• 851.0 INV. ELEV. 848.00
-4° FENCE REQ'O
TYPE!
C OUT
851.0 TC 851.0
4 "SSD�
=Ts
/7,4 REQUIRE/ f
f
f ,f /�`/e` '7,//
'i 2 PROPOSED 24" RC P`
f INV ELEV. 842.50
8+00
r
366 LF OF 8" PVC SDR --35 0.45%
f �r f
/1// i
f
f
f/
f
WATERMAIN
``PROPOSED 8
/r
/.'PROPOSED 18" RCP
/INV. ELEV. 842.60
f
f`/ f
1
�z
Q
OP
g§
ALL BENCHWALLS MUST EXTEND TO
CROWN OF HIGHEST INFLUENT PIPE.
9 +00
/f'
f
f
C-
0
6
In
co
LLI
w
U
f J
f
r
r GRANULAR
BACKFILL
10
f REQUIRED fi r f'
/f
840.85
10 +00
153 LF OF 8" PVC SDR -35 0.45%
11+00
F-
U)
t0
0
10
0 0 0
Z
�w
W
CONTRACTOR MUST PLUG
AND SEAL END OF STUB
PROPOSED 8" PVC SDR -35
(W) INV. ELEV. 838.34
PRIOR TO BACKFILLING, CONTRACTOR MUST COORDINATE WITH
SURVEYOR TO OBTAIN AN UPSTREAM AS -BUILT INVERT ELEVATION AND
ACCURATE HORIZONTAL LOCATION. CONTRACTOR TO MARK END OF
STUB LOCATION WITH PAINTED GREEN 2 "X4
870
850
PROPOSED 8" PVC SDR -35
(N) INV. ELEV. 838.44 84
5 +00
r r t
L__..
810
NT4 AREA 838 839
-r X2.0 ti37
F LOE 8U40
f0 YR. FLOOD ELEV. 844,91 -$35
100 R. FLOOD ELEV.. 848.92 836 837 UU K Flom d ELEV. 834.00 g
TOP OF WALL Et E.V. 849.00
N
130
6 +00
ROPOSED 18" RCP
V. ELEV. 841.97
CONTRACTOR MUST PLUG
AND SEAL END OF STUB
-.J
F-
LU
w
I
V
F-
U
LI.11
a
REVISIONS
SHEET NO.:
TUBE FILE
Bo a)
45 to N
00
c
0 1
0 Lc)
N.
tf]
w
CD Er
tJ,
0 0
o
I
ar
5 In
cf
N
0
Ca N
U
Q
DRAWING. 2308501
DATE: 12/16/05
PROJ. NO.: 2308
DRAWN BY: MG
C502