TIOI Revised Drawings_A00005.pdf
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- Attached to
- Trunkline and IOI Rehabilitation Phases 1-3
- Solicitation number
- 191BWC21R0002
About this file
This solicitation is seeking proposals to rehabilitate approximately 19,730 linear feet of existing sewer pipeline known as the Trunkline and International Outfall Interceptor in Nogales, Arizona, with an option to rehabilitate an additional 8,634 linear feet. The United States Section of the International Boundary and Water Commission will award a contract on a negotiated basis to rehabilitate the pipelines through cured-in-place pipe lining and manhole rehabilitation. Offerors should submit proposals by the due date specified in the solicitation of materials and services required to complete the rehabilitation in phases 1 through 3 as described in the drawings and specifications.
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SUMMARY OF CHANGES FOR DRAWINGS
Sheet No.
Part of
Drawing Revised*
Description of Revision Amendment
I-GI-0004 Lateral Table Revised connecting lateral description at MH#96 and provided estimated average flow.
A00005
I-GI-0004
Manhole
Rehab Table
-Deleted "(Est. CF)" from Hydraulic Water Plug column title -Removed hydraulic plug estimated amounts from
MH#86&87
A00005
I-CU-2043 Plan -Corrected callout for 12" sewer line from Rio Rico -Changed 12" lateral description in MH#96 callout
A00005
I-CU-2043 Note 2 -Changed note information for the 12" sewer line lateral from Rio Rico at MH#96
A00005
III-CU-2012 Profile
-At MH#38, deleted callout "Begin CIPP Piping" -Lateral downstream of MH#36, deleted part of callout note "Re-Establish Lateral after Installation of CIPP Liner"
A00005
*Note: Identify Plan, Profile, Elevation, Note, Detail, Section, Block, etc. revised on sheet.
D r a w n b y
D e s i g n e d b y
R e v i e w e d b y
D a t e
S u b m i t t e d b y
D e s c r i p t i o n
D a t e
A c t i o n
S o l i c i t a t i o n
N o
C o n t r a c t
N o
R e v
Sheet
Reference
Number:
F i l e
N a m e
P l o t
D a t e
P l o t
S c a l e
S y m b o l
Z A u s t i n
U
S A
U S
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C S
P r o j e c t s I N
F R i b w c I B
W C
E g i n e e r i n g
S e r v i c e s T a s k
O r d e r
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N o g a l e s
I O
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D r a w i n g s P h a s s i g n P l a n
S h e e t s
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H E
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I a d d d g
P o t t e d
W e d n e s d a y
M a r c h
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T r a c k i n g
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I a d d d w g
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I-GI-0004
R E
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NOTES:
1. SEE DRAWINGS I-CU-2035 THRU I-CU-2044 FOR PLAN AND PROFILES.
2. SEE DRAWINGS I-CU-3001 AND I-CU-3002 FOR MANHOLE REHABILITATION
DETAILS (PROTECTIVE LINER SYSTEM AND CARBON FIBER COMPOSITE).
3. REHABILITATION WITH PROTECTIVE LINER SYSTEM REQUIRED FOR CONCRETE
MANHOLES IN EITHER GOOD OR FAIR CONDITIONS.
4. REHABILITATION WITH CARBON FIBER COMPOSITE REQUIRED FOR BRICK
MANHOLES AND CONCRETE MANHOLES IN POOR CONDITION.
5. ALL MANHOLES SHOWN IN TABLE ABOVE SHALL BE INCLUDED IN THIS PHASE OF
WORK.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR BYPASSING OF FLOW FROM THE
LATERALS LISTED IN THE LATERAL INFORMATION TABLE ON THIS DRAWING.
REQUIRED MANHOLE REHABILITATION TABLE
MH NUMBER STATION RIM ELEVATION INVERT ELEVATION
PIPE DIAMETER
(INCHES)
MANHOLE
DEPTH (FEET)
PROTECTIVE
LINER
SYSTEM
HYDRAULIC
WATER PLUG
CARBON
FIBER
COMPOSITE
RAISE
MANHOLE
TO GRADE
APPLICABLE
DETAILS
(SHEET I-CU-3001/I-CU-3002)
REQUIRED MANHOLE REHABILITATION
97A
97B
378+81.89
389+54.26
390+61.25
393+41.07
394+96.93
407+62.82
409+94.63
414+96.11
417+27.55
429+05.16
440+68.08
450+73.53
452+90.39
453+60.01
453+71.84
461+30.18
464+36.39
3540.36
3529.33
3521.56
3523.04
3513.16
3517.54
3516.93
3514.01
3516.28
3496.79
3505.44
3488.95
3483.47
3482.70
3482.96
3485.72
3481.52
3523.19
3512.20
3511.14
3509.51
3507.63
3499.08
3497.35
3494.43
3492.56
3483.50
3478.94
3474.74
3473.72
3473.77
3473.75
3472.45
3472.82
17.17
17.13
10.42
13.53
5.53
18.46
19.58
19.58
23.72
13.29
26.50
14.21
9.75
8.93
9.21
13.27
8.70
X
X
NO REHABILITATION REQUIRED
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
1,2,3
1,2,3
5'L X 5'W X 5'H
MANHOLE
DIAMETER
(FEET)
U.N.O.
IOI MANHOLE
CONNECTING LATERAL
N. PENA BLANCA
US FOREST SERVICE
CON MAIN
LATERAL DIAMETER
(INCHES)
ESTIMATED LENGTH ALONG LATERAL TO NEXT
UPSTREAM MANHOLE
(FEET)
ESTIMATED AVERAGE FLOW
(GPM)
UNKNOWN
UNKNOWN
LATERAL INFORMATION TABLE
X
A
- R ev is io ns to
T ab le s
1B
W C R
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text millerd8 Stamp
S
CL MH 96
STA = 450+73.53
N=161750.84
E=996934.95
RIM: 3488.95
36" DIA. RCP PIPE
INV. EL.3474.74
12" DIA. PVC PIPE
INV. EL UNKNOWN
(SEE NOTE 4)
S
CL MH 97 ABANDONED
S
CL MH 97
STA = 452+90.39
N=161890.92
E=997100.32
RIM: 3483.47
36" DIA. RCP PIPE, INV. EL.3474.22
42" DIA. RCP PIPE, INV. EL.3473.72
(SEE NOTE 4)
S
CL MH 97-A
STA = 453+60.01
N=161958.60
E=997084.00
RIM: 3482.70
42" DIA. RCP PIPE, INV. EL.3473.77
(SEE NOTE 4)
S
CL MH 97-B
STA = 453+71.84
N=161960.69
E=997072.36
RIM: 3482.96
42" DIA. RCP PIPE
INV. EL.3473.75
(SEE NOTE 4)
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SOIL BORING B-34
EXISTING 1005.5 LF OF 36" RCP
TO BE REHABILITATED WIITH
CURED IN PLACE PIPE LINER
EXISTING 69.6 LF OF 42" RCP
TO BE REHABILITATED WIITH
CURED IN PLACE PIPE LINER
EXISTING 11.83 LF OF 42" RCP
TO BE REHABILITATED WIITH
CURED IN PLACE PIPE LINER
EXISTING 216.9 LF OF 36" RCP
TO BE REHABILITATED WIITH
CURED IN PLACE PIPE LINER
EXISTING 758.34 LF OF 42" RCP
TO BE REHABILITATED WIITH
CURED IN PLACE PIPE LINER
40' PIPELINE EASEMENT
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POTENTIAL BYPASS
PIPELINE ALIGNMENT
EXISTING BOX CULVERT
BENEATH UPRR
12" PVC CON SERVICE
(SEE NOTE 2)
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UPRR FENCE
UPRR FENCE
UNNAMED WASH
CROSSING SEE NOTE 3
UNNAMED WASH
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449+00
450+00
451+00
452+00
453+00
454+00
455+00
456+00
457+00
458+00
459+00
460+00
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36" RCP PIPE S = 0.0042 36" RCP PIPE S = 0.0024
42" RCP PIPE
S = 0.0075
42" RCP PIPE S = 0.0017
36" INV. EL.3474.74
36" INV. EL.3474.22
42" INV. EL.3473.72
42" INV. EL.3473.77
42" INV. EL.3473.75
EXISTING GROUND
EXISTING GROUND ELEVATION
AT PIPE CENTERLINE
12" INV. EL UNKNOWN
PLAN
STA. 449+00.00 TO STA. 460+00.00
PROFILE
STA. 449+00.00 TO STA. 460+00.00
P L A
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F I L E
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S T
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T A
I-CU-2043
0 40' 80'
SCALE: 1" = 40'
20'
0 5' 10'
SCALE: 1" = 5'
VERTICAL
HORIZONTAL
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D r a
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D a t e
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D a t e
A c t i o n
S o l i c i t a t i o n
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C o n t r a c t
N o
R e v
Sheet
Reference
Number:
F i m e
P l o t
D a t e
P l o t
S c a l e
S y m b o l
Z A u s t i n
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P r o j e c t s I N
F R i b w c I B g i n e e r i n g
S e r v i c e s T a s k
O r d e r
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N o g a l e s
I O
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D r a w i n g s P h a s i g n P l a n
S h e e t s
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F S
H E
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S I B
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U a d d d o t t e d
W e d n e s d a y
M a r
P
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T r a c k i n g
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U a d d d w g
R E
H A
B I L
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P R
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M I S
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S L
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P
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PHASE I (CONT.)
PHASE I (CONT.)
NOTES:
1. SEE SPECIFICATION SECTION 46.04.00 FOR CURED-IN-PLACE PIPE (CIPP) REQUIREMENTS.
2. 12" CON MAIN CONNECTS TO THE IOI AT MANHOLE # 96 AND COMES FROM A RIO RICO
FORCEMAIN THAT BECOMES A GRAVITY LINE AFTER THE METER STATION. CONTRACTOR IS
RESPONSIBLE FOR ALL WORK REQUIRED TO BYPASS FLOWS FROM THIS MAIN.
3. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH 404 PERMIT PROVISIONS WHEN
CONDUCTING ANY WORK WITHIN THE UNNAMED WASH.
4. SEE DETAIL 2, SHEET I-CU-3001 FOR MANHOLE REHABILITATION.
5. SEE SHEET I-GI-0002 FOR LEGEND AND ABBREVIATIONS.
6. SEE SHEET I-GI-0003 FOR GENERAL NOTES.
A
- M H
#9
" L at er al R ev is io ns
1B
W C R
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text millerd8
SS
x
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x
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x
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S
S x
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S x
S
S x
S
S
CL MH 36
STA = 109+50.37
N=131558.12
E=1008133.82
RIM: 3775.65
30" DIA. RCP PIPE, INV. EL.3759.90
12" DIA. PIPE, SW INV: 3763.29
4" DIA. PVC PIPE, NE INV. EL.3772.35
4" DIA. PVC PIPE, SE INV. EL.3773.45
S
SOIL BORING B-6
G
W
117+00
118+00
119+00
X
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D
PARKING LOT
PARKING LOT
PARKING LOT
37753
C E
C E
C E
WALL
C U
L V
E R
T
N HOHOKAM DR
4" DIA LATERAL CONNECTION
AT 12 O'CLOCK POSITION
50' PIPE LINE EASEMENT
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EXISTING 680.8 LF OF 30" RCP
TO BE REHABILITATED WITH
CURED IN PLACE PIPE LINER
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POTENTIAL BYPASS PIPING
ROAD CROSSING (SEE NOTE 1)
POTENTIAL BYPASS PIPING
ALIGNMENT (SEE NOTE 2)
POTENTIAL BYPASS PUMP
STATION LOCATION
PHASE III PROJECT
BEGIN BYPASS PIPING
CL MH # 36A
PHASE III PROJECT
BEGIN CIPP PIPING
CL MH # 37
S
CL MH 37
STA = 112+39.39
N=131838.51
E=1008203.91
RIM: 3775.71
30" DIA. RCP PIPE, INV. EL.3757.81
8" DIA. PVC PIPE, N. INV. EL.3764.21
6" DIA. PVC PIPE, NE. INV. EL.3764.51
4" DIA. PVC PIPE, NE. INV. EL.3765.61
4" DIA. DI PIPE, SE. INV. EL.3765.93
S
CL MH 38
STA = 116+35.83
N=132203.96
E=1008050.24
RIM: 3769.21
30" DIA. RCP PIPE
INV. EL.3755.41
8" DIA. PVC PIPE
E. INV. EL.3760.49
(SEE NOTE 4)
CL MH # 37A
STA = 113+55.00
N=131945.08
E=1008159.10
RIM: 3773.40±
30" DIA. RCP PIPE
INV. EL.3757.10±
CL MH # 36A
STA = 112+00.00
N=131800.30
E=1008194.36
RIM: 3775.20±
30" DIA. RCP PIPE
INV. EL.3758.10±
EXISTING 280.8 LF OF 30" RCP
TO BE REHABILITATED WITH
CURED IN PLACE PIPE LINER
EXISTING 115.6 LF OF 30" RCP
TO BE REHABILITATED WITH
CURED IN PLACE PIPE LINER
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N
O
S T
A
R
30" R C
P P
IP
E
S = 0.0076
30" R C
P P
IP
E
S = 0.0072
30" RCP PIPE S = 0.0061
30" RCP PIPE S= 0.0065
30" INV. EL.3755.41
30" INV. EL.3759.90
EXISTING GROUND
12" INV. EL.3763.29
8" INV. EL.3764.21
6" INV. EL.3764.51
4" INV. EL.3765.93
8" INV. EL.3760.49
4" INV. EL.3765.61
4" INV. EL.3773.45
4" INV. EL.3772.35
4" DIA LATERAL CONNECTION
AT 12 O'CLOCK POSITION
180.00'
EXISTING GROUND ELEVATION
AT PIPE CENTERLINE
30" INV. EL.3757.81
30" INV. EL.3758.1±
30" INV. EL.3757.1±
M H
N
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S T
A
B E
G
B
Y P
A S
S
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I P
I N
G
30" RCP PIPE S = 0.0061
M H
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M H
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PLAN
STA. 108+00.00 TO STA. 119+00.00
PROFILE
STA. 108+00.00 TO STA. 119+00.00
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III-CU-2012
0 40' 80'
SCALE: 1" = 40'
20'
0 5' 10'
SCALE: 1" = 5'
VERTICAL
HORIZONTAL
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D e s c r i p t i o n D a t e
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I I I
UNION PACIFIC NOGALES BRANCH (200' R.O.W.)
R.R. R.O.W.
R.R. R.O.W.
PHASE III
PHASE III
NOTES:
1. CONTRACTOR SHALL INSTALL BYPASS PIPING BENEATH
HOHOKAM DR IN ACCORDANCE WITH CITY OF NOGALES
REQUIREMENTS.
2. CONTRACTOR SHALL CONDUCT ALL WORK WITHIN
HOHOKAM DR ROW IN ACCORDANCE WITH CITY OF NOGALES
REQUIREMENTS.
3. SEE SPECIFICATION SECTION 46.04.00 FOR CURED-IN-PLACE
PIPE (CIPP) REQUIREMENTS.
4. SEE DETAIL 2, SHEET III-CU-3001 FOR MANHOLE REHABILITATION.
5. SEE SHEET III-GI-0002 FOR LEGEND AND ABBREVIATIONS.
6. SEE SHEET III-GI-0003 FOR GENERAL NOTES.
A
Pr of ile
C or re ct io ns
1B
W C R
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AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
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AutoCAD SHX Text
Miller, Darin
| Sheets and Views |
| STA. 108+00 TO STA. 119+00 |
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