HomeMy WebLinkAboutDDW-2024-0042344865
4870
4875
4880
4885
4890
4895
4900
4905
4865
4870
4875
4880
4885
4890
4895
4900
4905
123+50 124+00 125+00 126+00 127+00 128+00
4840
4845
4850
4855
4860
4865
4870
4875
4880
4840
4845
4850
4855
4860
4865
4870
4875
4880
128+00 129+00 130+00 131+00 132+00
EXIST UGT
IE: UNKNOWN
EXIST FOC
IE: UNKNOWN
EXIST 2" DOMINION GAS
TO BE RELOCATED
IE: UNKNOWN
EXIST FOC
IE: UNKNOWN
EXIST 8" WATER
IE: 4883.77'±
EXIST 8" SS TO BE RELOCATED
IE: 4876.28'±
EXIST 2" DOMINION GAS
IE: UNKNOWN
EXIST 8" SS
IE: 4853.56'±
-3.04%
-7.
5
1
%
EXIST 2" DOMINION GAS
IE: UNKNOWN
EXIST UGT
IE: UNKNOWN
ST
A
:
1
2
6
+
5
4
.
0
0
CA
R
V
/
A
M
S
E
E
P
L
A
N
EXIST GAS
IE: UNKNOWN
EXIST GAS
IE: UNKNOWN
EXIST GAS
IE: UNKNOWN-6.4
5
%
EXIST 15" SD
IE: 4882.20'±
EXIST 6" WATER
IE: 4863.63'±
VPI STA 124+10
CL EL 4887.44'
Δ -1.95° (V)
VPI STA 126+10
CL EL 4881.36'
Δ 2.55° (V)
VPI STA 129+05
CL EL 4859.25'
Δ -3.78° (V)
6.
8
2
'
6.
6
3
'
60" WSP, t=0.375" MIN C-33-0666 60" WSP, t=0.375" MIN C-33-0666
+5
9
.
0
0
C-01-0107 APWA-255, NOTE 3
-7.
5
1
%
-0.90%
RELOCATED 8" SS
IE: 4871.39
ST
A
1
2
7
+
4
4
20
"
S
L
A
R
T
U
R
N
O
U
T
CL
4
8
7
1
.
3
4
EXIST 20" WATER
IE: 4882.77±
EXIST 16" SLA TURNOUT
IE: 4883.10±
EXIST GR
AT SLAR CL
EXIST GR
AT SLAR CL
FHW
W
W
W
F
H
WT
T
T
EM
F
G
A
S
G
A
S
G
A
S
GAS
GAS GAS GAS GAS GAS GAS
G
A
S
GAS
GA
S
G
A
S
GA
S
GA
S
GA
S
GA
S
GA
S
GAS
GAS
W W W W W
S
S
S
S
S
S
SS
SS
SS
SS SS SS SS SS
S
S
UG
T
UGT UGT UGT UGT
UGT
U
G
T
UGT
UG
T
UGT
UG
TUGT
U
G
T
U
G
T
U
G
T
U
G
T
UG
T
UG
T
UGT UGT UGT
UG
T
UG
T
UG
T
U
G
T
U
G
T
UGT
U
G
T
UG
T
UG
T
UG
T
UG
T
SSSSSSSS
SD
W
W W W W
W
W
W W W W W W W W W W W W W W W W
W
F
O
C
FO
C
UG
E
UGE
UGE UGE
X
X
X
X
X
X
X
X
X
XX
X
X
X
X
X
XX
X
X
X
X
X
X
X
W
XXX
X
X
X
WM
W
I
N
E
S
A
P
R
O
A
D
AN
T
L
E
R
W
A
Y
NUTREE DRIVE
SS SSD
SD
G
A
S
G
A
S
W
W
W
W
W
S
D
S
D
SD
SD
S
D
S
D
W
W
W
W
W
W
W
M C K
2 2 -2 6
ASTHAN
A
22-26-20
5
-
0
1
9
YEO-SA
L
T
U
S
T
R
.
22-26-20
5
-
0
2
0
BRIMHA
L
L
22-26-20
5
-
0
2
1
BARTH
22-26-25
2
-
0
2
0
BARRY
22-26-25
2
-
0
2
8
BARBER
22-26-27
6
-
0
1
2
TRENT E
L
L
I
S
22-26-27
6
-
0
0
1
FAUGHT
22-26-25
3
-
0
3
7
ROTTLE
R
22-26-25
3
-
0
3
8
SUSAN
L
A
P
O
I
N
T
22-26-25
3
-
0
3
9
H A N
5 3 -0 4 0
JOHNSO
N
22-26-28
1
-
0
0
1
SPENSE
R
J
A
C
O
B
S
22-26-28
1
-
0
0
2
WOLFER
22-26-28
1
-
0
0
3
124+00 125+00 126+00
127+0
0
128+00 129+00 130+00 131+00 132
T W 10+00
10
+
7
6
T T
T T T T
T
PI STA 127+11.52
R 82.00
PI STA 126+71.65
R 82.00
BC
STA 126+56.32
NORTHING 7394433.89
EASTING 1556963.85
BC
STA 126+96.21
NORTHING 7394473.42
EASTING 1556966.27
EC
STA 126+86.63
NORTHING 7394463.87
EASTING 1556967.03
EC
STA 127+26.49
NORTHING 7394503.35
EASTING 1556969.44
STA:127+44
MCENTIRE 20" TURNOUT,
SEE DWG SLAR-P-16
STA:124+10
Δ 1.95 (V)
STA:126+10
Δ 2.55 (V)
STA:129+05
Δ 3.78 (V)
PLOT DATE: 1/3/2024 2:59 PM BY: KSIDEBOTTOM
File: C:\USERS\KSIDEBOTTOM\DC\ACCDOCS\HAZEN AND SAWYER\70088-001_AQUEDUCT REP-COTTONWOODS CONDUIT\PROJECT FILES\CIVIL\C14 Saved by BLAMY Save date: 1/3/2024 11:51 AM
REV DESCRIPTIONDATEBY
HAZEN AND SAWYER
10619 SOUTH JORDAN GATEWAY, SUITE 130
SOUTH JORDAN, UT 84095
TBPELS REG. NO. F-13618
PREPARED FOR
METROPOLITAN WATER DISTRICT
OF SALT LAKE & SANDY
J. WILLIAMS 0 1"
COTTONWOODS CONNECTION
654321
SCALE:
DATE:
PROJECT NO.
NUMBER
DISTRICT IDENTIFICATION
SHEET NO.DRAWING NO.
70088-001SA061
JANUARY 2024
CHECKED
APPROV
REVIEWED
DRAW
DESIGN
DESIGNED
IF BAR IS NOT ONE INCH ON
ORIGINAL DRAWING
DRAWING IS NOT TO SCALE
VERIFY SCALE
D
A
B
C
D
A
B
C
654321
APP
MA
T
C
H
L
I
N
E
S
T
A
.
1
2
3
+
5
0
S
E
E
SL
A
R
-
P
-
1
3
MA
T
C
H
L
I
N
E
S
T
A
.
1
3
2
+
0
0
S
E
E
SL
A
R
-
P
-
1
5
0 30'15'
SCALE: 1" = 30'
30'
EXIST SLA
60" SLAR PIPELINE
NO LOADING ZONE
SEE NOTE 1
NOTES:
1.NO CONSTRUCTION LOADING OF ANY TYPE, INCLUDING VEHICLES,
EQUIPMENT, AND STOCKPILING, IS PERMITTED WITHIN 15' OF THE
EXISTING SLA CL OR LCC CL WHERE INDICATED. IF REQUIRED FOR
CONSTRUCTION, SUBMIT CALCULATIONS AND PLANS PER
SPECIFICATION 01 35 10.
2.CONFIRM LOCATION OF VENT PIPE IN FIELD WITH OWNER OR
PROJECT REPRESENTATIVE PRIOR TO CONSTRUCTION.
3.IF SURFACE RESTORATION EDGE OF T-PATCH IS WITHIN 2 FEET OF
EXIST CURB, GUTTER, OR EDGE OF PAVEMENT, EXTEND
RESTORATION TO EDGE OF EXIST ROADWAY.
16
30
'
STA 127+15
PB-127
SEE SCHEDULE
ON DWG O-2B
B. LAMY
K. SIDEBOTTOM SLAR-P-14
SALT LAKE AQUEDUCT REPLACEMENT
PLAN & PROFILE STA 123+50 - 132+00
B. ROMERO
STA 127+05.85, 35' RT
EXIST SLA MCENTIRE
TURNOUT STRUCTURE
AND METER STRUCTURE
22-TH-07
/
/
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REMOVE AND
RELOCATE 8" SS
SEE UTILITY
RELOCATION DWG
SLAR-U-06
CP TEST
STATION #12
TYPE "T" , SEE
DWG CP-4
STA 126+54
CARV/AM SEE
DWG TD-09
SLAR-C-04
PLAN
PROFILE
H: 1" = 30'
V: 1" = 5'
EXIST SLA MANHOLE STRUCTURE
PROTECT IN PLACE
/
////
/
/
REMOVE & RELOCATE
EXIST GAS BY OTHERS
15
0
'
S
L
A
C
O
R
R
I
D
O
R
50
'
S
L
A
R
P
E
75
'
50
'
12
5
'
S
L
A
C
O
R
R
I
D
O
R
35
'
90
'
PH-19 PH-20
PH-21
PH-22
PH-23
DEMOLISH
EXIST GARDEN
DEMOLISH EXIST
STRUCTURE
REPLACE CURB,
GUTTER, SIDEWALK WATERWAY
AND SIDEWALK RAMP, TYP
SEE NOTE 21 ON DWG G-3
VENT PIPE
SEE NOTE 2
REPLACE IN KIND EXIST CURB,
GUTTER, SIDEWALK &
WATERWAY DAMAGED DURING
CONSTRUCTION, TYP.
/
/
/
/
/
/
/
/
/
REMOVE AND RELOCATE
EXIST GAS, BY OTHERS
DEMOLISH AND
REPLACE EXIST
FENCE IN KIND, TYP
REMOVE & RELOCATE GAS,
BY OTHERS
1/3/2024
23
4850
4855
4860
4865
4870
4875
4880
4885
4890
4895
4900
4850
4855
4860
4865
4870
4875
4880
4885
4890
4895
4900
-1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00
242
L
F
8
"
P
V
C
@
6
.
1
5
%
20
6
L
F
8
"
P
V
C
@
8
.
6
0
%
EXIST GR
EX
I
S
T
S
S
M
H
4
-
1
(
5
'
Ø
)
IN
V
O
U
T
:
4
8
8
6
.
4
3
(
8
"
P
V
C
)
(
N
W
)
IN
V
I
N
:
4
8
8
6
.
5
3
(
E
X
I
S
T
8
"
P
V
C
)
(
S
E
)
ST
A
0
+
0
0
RI
M
:
4
8
9
6
.
6
3
SS
M
H
4
-
1
(
4
'
Ø
)
IN
V
I
N
:
4
8
6
8
.
7
5
(
8
"
P
V
C
)
(
S
E
)
IN
V
O
U
T
:
4
8
6
8
.
6
5
(
8
"
P
V
C
)
(
N
)
ST
A
2
+
0
6
RI
M
:
4
8
8
9
.
8
2
SS
M
H
4
-
2
(
5
'
Ø
)
ST
A
4
+
4
8
RI
M
:
4
8
6
8
.
0
2
IN
V
I
N
:
4
8
5
3
.
7
5
(
8
"
P
V
C
)
(
S
)
IN
V
I
N
:
4
8
5
3
.
7
5
(
E
X
I
S
T
8
"
P
V
C
)
(
E
)
IN
V
O
U
T
:
4
8
5
3
.
6
5
(
E
X
I
S
T
8
"
P
V
C
)
(
W
)
W
W
W
T
EM
T T
UGT
G
A
S
GAS
GAS GAS GAS GAS GAS GAS
G
A
S
GAS
GA
S
GA
S
GA
S
GA
S
GAS
GAS
GAS
GAS
G
A
S
S
S
S
S
S
S
SS
SS
SS
SS
SS SS SS SS SSU
G
T
U
G
T
U
G
T
UG
T
U
G
T
UG
T
UG
T
UG
T
UGT UGT UGT
UGT
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UGT
UGT
UGT
UGT
UGT
UG
T
UG
T
SSSSSSSS
SDWWWWWWWWWWWWWWWW W W
W
W
W
W
F
O
C
FO
C
UG
E
UGE
UGE UGE
UG
E
UGE
X
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
X
X
W
XXX
X
X
WM
WM
W
I
N
E
S
A
P
R
O
A
D
AN
T
L
E
R
W
A
Y
NUTREE DRIVE
S
S
S
S
SSD
SD
E
G
A
S
G
A
S
GA
S
W
W
W
W
W
SD
SD
S
D
S
D
SD
W
W
W
W
W
W
W
W
BARBER
22-26-27
6
-
0
1
2
TRENT E
L
L
I
S
22-26-27
6
-
0
0
1
JOHNSO
N
22-26-28
1
-
0
0
1
SPENSE
R
J
A
C
O
B
S
22-26-28
1
-
0
0
2
WOLFER
22-26-28
1
-
0
0
3
HALL-FO
R
N
E
L
E
T
A
L
22-26-28
1
-
0
0
4
123+00 124+00 125+00 126+00
127+00
128+00 129+00 130+00 131+00 132+00
10+00
10
+
7
6
124+00 125+00 126+00
127+00
128+00 129+00 130+00 131+00 132+00
PLOT DATE: 1/3/2024 10:36 AM BY: JWAGSTAFF
File: C:\USERS\JWAGSTAFF\DC\ACCDOCS\HAZEN AND SAWYER\70088-001_AQUEDUCT REP-COTTONWOODS CONDUIT\PROJECT FILES\CIVIL\SLAR-U-04 Saved by KSIDEBOTTOM Save date: 1/1/2024 9:38 PM
REV DESCRIPTIONDATEBY
HAZEN AND SAWYER
10619 SOUTH JORDAN GATEWAY, SUITE 130
SOUTH JORDAN, UT 84095
TBPELS REG. NO. F-13618
PREPARED FOR
METROPOLITAN WATER DISTRICT
OF SALT LAKE & SANDY
J. WILLIAMS 0 1"
COTTONWOODS CONNECTION
654321
SCALE:
DATE:
PROJECT NO.
NUMBER
DISTRICT IDENTIFICATION
SHEET NO.DRAWING NO.
70088-001SA061
JANUARY 2024
CHECKED
APPROV
REVIEWED
DRAW
DESIGN
DESIGNED
IF BAR IS NOT ONE INCH ON
ORIGINAL DRAWING
DRAWING IS NOT TO SCALE
VERIFY SCALE
D
A
B
C
D
A
B
C
654321
APP
0 30'15'
SCALE: 1" = 30'
30'
J. WAGTAFF
J.WAGSTAFF SLAR-U-06
SEWER RELOCATION STA. 126+75 - 129+50
B. ROMERO
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///////////////////////////////////////////////////////////////
PLAN
PROFILE
H: 1" = 30'
V: 1" = 5'
REMOVE & RELOCATE EXIST 8" SS
RECONNECT
EXIST SS
LATERAL
RECONNECT
EXIST SS
LATERAL
CONNECT TO
EXISTING SEWERNEW 8" PVC SS
NEW 8" PVC SS
CONNECT TO
EXISTING
MANHOLE
SSMH 4-1
REMOVE SSMH
SSMH 4-2
REMOVE EXISING SSMH,
EXTEND EXISTING PIPE TO NEW
MANHOLE BY CUTTING END
SQUARE AND BELL NEW PIPE
ONTO EXISTING. CONTRACTOR
TO VERIFY PIPE SIZE AND
MATERIAL.
60" SLAR PIPE
IE: 4874.45
1.
5
'
NOTES:
1.CONTRACTOR TO VERIFY ALL EXISTING
UTILITY LOCATIONS AND ELEVATIONS
BEFORE CONSTRUCTION.
2.CONTRACTOR IS RESPONSIBLE FOR ANY
BYPASS PUMPING OR DEWATERING
REQUIRED DURING CONSTRUCTION.
3.COORDINATE RELOCATION OF SEWER WITH
COTTONWOOD IMPROVEMENT DISTRICT.
4.INSTALL ALL SEWER LINES, MANHOLES, AND
SERVICE LINES IN ACCORDANCE WITH
LATEST VERSION OF COTTONWOOD
IMPROVEMENT DISTRICT STANDARD DETAIL
DRAWINGS AND SPECIFICATIONS.
5.MANHOLES PER COTTONWOOD
IMPROVEMENT DISTRICT STANDARD DETAIL
DWG. NO. D6A AND D6B.
6.INSTALL 16" STEEL CASING CENTERED
UNDER SLAR PIPELINE PER COTTONWOOD
IMPROVEMENT DISTRICT STANDARD DETAIL
DWG. NO. D11B.
60" SLAR PIPELINE
SEE SLAR-P-14
12.00' STEEL CASING (SEE NOTE 6)
16" STEEL CASING, 12 LF
(SEE NOTE 6)
1/3/2024
44
16
'
-
9
"
14
'
-
7
3
/
4
"
8'-3 1/
2
"
8'-3"
4'-6
1
/
4
"
7'-2"EXEMPTION REQUEST 1
LESS THAN 6-FT HORIZONTAL
SEPERATION BETWEEN 8" SS
AND 20" WL
20" WL
4845
4850
4855
4860
4865
4870
4875
4880
4885
4845
4850
4855
4860
4865
4870
4875
4880
4885
208+00 209+00 210+00 211+00 212+00 213+00 214+00 215+00 216+00 217+00
EXIST 36" LCC
IE: 4858
CL 36" CC-1 PIPE
2.64%
STA 210+79
CL EL 4854.89'
Δ -1.14° (V)
ST
A
:
2
1
4
+
0
0
.
0
0
AM
S
E
E
P
L
A
N
EXIST UGT
IE: UNKNOWN
42 KSI, 36" WSP, t= 0.375" MIN C-33-0663
APWA-255, NOTE 5
EXIST GR
AT CC-1 CL
EXIST 18" SD
INV: 4875.59±
0.66%
PI STA 216+07.96
R 200.00'
PI STA 215+81.78
R 200.00'
PI: 208+14.68
Δ2.02° (H)
PI: 208+84.55
Δ0.25° (H)
BC 215+99.75
NORTHING 7394775.91
EASTING 1558682.28
BC 215+76.17
NORTHING 7394788.12
EASTING 1558662.11
EC 216+16.15
NORTHING 7394767.80
EASTING 1558696.53
EC 215+87.38
NORTHING 7394782.46
EASTING 1558671.78
30'
/
/
////////////
STA 210+79
Δ 1.14° (V)
W
W
W
W
W
W
WWWW
W W
EM
T
W
FH
T
WM
WM
F
T
UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT
UGT
G
A
S
GA
W
W
W
W
SS
S
S
SSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
UGT
UGT
UGT
UGT
UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT
UG
T
UGT
U
G
T
GAS
GAS
GAS
GAS GAS
GAS
W
W W W W W W W W W W W W W W W
SD S
W
W
W
W
SD SD
SD
SD
SD
SD
SD SD SD SD SD SD
S
D
OH
E
HE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE
O
H
E
OH
E
UGE
O
H
E
O
H
E
OH
E
OH
E
W
W W W W W W W W W W W W W W W
FORT UNION BOULEVARD
MA
C
I
N
T
O
S
H
LA
N
E
EAST BIG COTTONWOOD
CANYON ROAD
S
S
S
SS
S
SS
SD
SD
SD
E
E
W W
W W
GAS
GAS GAS
GA
S
GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
W W W W W W W W W W W W W
W
W
X X X X X
MURRAY CITY
22-25-102-008
SALT
L
A
K
E
C
I
T
Y
22-26
-
2
7
7
-
0
1
7
BLAIR
-2 7 8 -0 0 1 LAND
D
E
V
E
L
O
P
M
E
N
T
I
N
C
22-25
-
1
5
2
-
0
2
0
T N E M 0 1 1 STEM
L
E
2 -2 5 -1 5 2 -0 1 2
E F
-2 5 -
UGT UGT
UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT209+00 210+00 211+00 212+00 213+00 214+00 215+00 216+00 217+0W
T
GAS
T
PLOT DATE: 1/3/2024 3:06 PM BY: KSIDEBOTTOM
File: C:\USERS\KSIDEBOTTOM\DC\ACCDOCS\HAZEN AND SAWYER\70088-001_AQUEDUCT REP-COTTONWOODS CONDUIT\PROJECT FILES\CIVIL\CC1-P-02 Saved by BLAMY Save date: 1/3/2024 2:48 PM
REV DESCRIPTIONDATEBY
HAZEN AND SAWYER
10619 SOUTH JORDAN GATEWAY, SUITE 130
SOUTH JORDAN, UT 84095
TBPELS REG. NO. F-13618
PREPARED FOR
METROPOLITAN WATER DISTRICT
OF SALT LAKE & SANDY
J. WILLIAMS 0 1"
COTTONWOODS CONNECTION
654321
SCALE:
DATE:
PROJECT NO.
NUMBER
DISTRICT IDENTIFICATION
SHEET NO.DRAWING NO.
70088-001SA061
JANUARY 2024
CHECKED
APPROV
REVIEWED
DRAW
DESIGN
DESIGNED
IF BAR IS NOT ONE INCH ON
ORIGINAL DRAWING
DRAWING IS NOT TO SCALE
VERIFY SCALE
D
A
B
C
D
A
B
C
654321
APP
PLAN
MA
T
C
H
L
I
N
E
S
T
A
.
2
0
8
+
0
0
S
E
E
CC
-
1
-
P
-
2
1
0 30'15'
SCALE: 1" = 30'
30'
MA
T
C
H
L
I
N
E
S
T
A
.
2
1
7
+
0
0
S
E
E
CC
-
1
-
P
-
2
3
36" CC-1 PIPELINE
EXIST LCC
18
CC-1-05
PI
P
P
I
N
D
R
I
V
E
SURVEY BENCHMARK
GCP-3, SPIKE
SEE DWG G-5
NOTES:
1.NO CONSTRUCTION LOADING OF ANY TYPE, INCLUDING
VEHICLES, EQUIPMENT, AND STOCKPILING, IS PERMITTED
WITHIN 15' OF THE EXISTING LCC CL WHERE INDICATED. IF
REQUIRED FOR CONSTRUCTION, SUBMIT CALCULATIONS AND
PLANS PER SPECIFICATION 01 35 10.
2.CONTRACTOR TO COORDINATE WITH SLCDPU ON LCC
CROSSING, PER SPECIFICATION 01 31 13.
3.EXISTING THRUST BLOCK PROTECT IN PLACE.
4.CONFIRM LOCATION OF VENT PIPE IN FIELD WITH OWNER OR
PROJECT REPRESENTATIVE PRIOR TO CONSTRUCTION.
5.IF SURFACE RESTORATION EDGE OF T-PATCH IS WITHIN 2
FEET OF EXIST CURB, GUTTER, OR EDGE OF PAVEMENT,
EXTEND RESTORATION TO EDGE OF EXIST ROADWAY.
NO LOADING ZONE
SEE NOTE 1
M. SHALVOY
K. SIDEBOTTOM CC-1-P-22
COTTONWOOD CONNECTOR SCHEDULE 1
PLAN & PROFILE STA 208+00 - 217+00
B. ROMERO
CP TEST STATION #16
TYPE "A" SEE DWG CP-4
STA 214+00
AM SEE DWG TD-09
FUTURE CURB, GUTTER, AND
EDGE OF ROAD BY OTHERS
H: 1" = 30'
V: 1" = 5'
PROFILE
SEE NOTE 2
STA 209+00
PB 209, SEE SCHEDULE
ON DWG O-2B
STA 215+50
PB 215, SEE SCHEDULE
ON DWG O-2B
SEE NOTE 3
PROTECT IN PLACE
EXIST SD INLET
VENT PIPE
SEE NOTE 4
20-FT PEDESTRIAN TRAIL AND
STORM DRAIN AND CURB AND
GUTTER IMPROVEMENTS FUTURE
BY OTHERS
CAUTION! OHE
REMOVE AND RELOCATE
EXIST GAS, BY OTHERS
FUTURE STORM DRAIN
BY OTHERS
PROTECT IN
PLACE EXIST UGT
CP TEST STATION #15A
TYPE "F"
SEE DWG CP-4
1/3/2024
31
9'
-
8
3
/
4
"
9'
-
1
"
7
'
-
1
/
2
"
6'
-
7
"
6'
-
7
"
8'
-
5
1
/
2
"
7'
-
1
1
3
/
4
"
5'
-
1
0
"
EXEMPTION REQUEST 2
LESS THAN 6-FT
HORIZONTAL SEPERATION
BETWEEN 36" WL AND 15" SS
15" SS