rfb_13242_project_plans.pdf
PDF 27 MB Posted
- Solicitation number
- BPM013242
- Issued by
- California
About this file
This is a project plans document for the Jamacha Force Main and Gravity Main Sewer Improvements – La Presa Phase 1, a capital infrastructure project involving the Otay Water District and the City of San Diego. The plans establish the design specifications and construction details for sewer force main and gravity main improvements along Jamacha Road and Grand Avenue. The document references the 2018 San Diego Area Regional Standard Drawings (SDRSD), the 2021 City of San Diego Standard Drawings, and Cox Communications notes as applicable standards. The plans include general notes, survey control statements, coordinate indices, construction completion field revisions, and detailed sheets depicting gravity main plan and profile views, sewer control data, pothole locations with utility depths, and pavement thickness specifications. The document serves as the technical basis for bidders to prepare cost estimates and construction schedules for this sewer infrastructure improvement project.
The project plans contain no pricing information, set-asides, bid due dates, or contract award details within this document. Instead, the file functions as the technical specifications and design reference material that would accompany a request for bids (RFB). Bidders would use these plans in conjunction with the full RFB documents to submit proposals for the design, permitting, and construction of the Jamacha Force Main and Gravity Main improvements. Funding sources and project budgets are not identified in this plans document.
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DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES98765
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
JAMACHA FORCE MAIN AND
GRAVITY MAIN IMPROVEMENTS
GENERAL NOTES AND REFERENCES
ABBREVIATIONS
SURVEY CONTROL STATEMENT
REMARKS
PROJECT STANDARD SPECIFICATIONS
SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (SDRSD) 2018
GENERAL NOTES OTAY WATER DISTRICT NOTES
CITY OF SAN DIEGO STANDARD DRAWINGS (2021 EDITION)
MONUMENT NOTE
COX COMMUNICATION NOTES
2024.10.30 16:10:29-07'00'
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SITE CONTROL DATA
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES98765
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
JAMACHA FORCE MAIN AND
GRAVITY MAIN IMPROVEMENTS
CONSTRUCTION NOTES (SEE GENERAL NOTE 27, SHEET 2):
GENERAL NOTES:
5' 3' 0 5' 10'
HORIZONTAL SCALE 1"=5'
ENLARGED PLAN
PUMP STATION YARD PIPING PLAN
(CONTINUED) CONSTRUCTION NOTES (SEE GENERAL NOTE 27, SHEET 2):
PROFILE LINE A: FM2 FROM REDUCER TO PUMP STATION DISCHARGE CONNECTION PROFILE LINE B: 8-INCH DRAIN FROM FM2 TO PUMP STATION WET WELL
PUMP
STATION
VALVE
VAULT
JAMACHA
PUMP ROOM
DRY PIT/
WET
WELL
VALVE
VAULT
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES98765
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
JAMACHA FORCE MAIN AND
GRAVITY MAIN IMPROVEMENTS
PUMP STATION YARD PIPING PROFILE
GENERAL NOTES:
VALVE VAULT - TOP PLAN VALVE VAULT - BOTTOM PLAN
CONSTRUCTION NOTES (SEE GENERAL NOTE 27, SHEET 2):
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES98765
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
JAMACHA FORCE MAIN AND
GRAVITY MAIN IMPROVEMENTS
VALVE VAULT PLANS
ϒ ϒ
ϒ
STRUCTURAL DESIGN PARAMETERS:
SECTION
SECTION
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES98765
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
JAMACHA FORCE MAIN AND
GRAVITY MAIN IMPROVEMENTS
VALVE VAULT SECTIONS
CONSTRUCTION NOTES (SEE GENERAL NOTE 27, SHEET 2):
NOTES:
TRENCH NUMBER 1
(INSTALLATION OF NEW 18" FM1) TRENCH TYPE 2-TRENCH DETAIL
(MODIFIED SDRSD WP-02)
TRENCH NUMBER 2
(INSTALLATION OF NEW 18" FM2)
TRENCH TYPE 1-TRENCH DETAIL
(MODIFIED SDRSD WP-02)
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES98765
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
JAMACHA FORCE MAIN AND
GRAVITY MAIN IMPROVEMENTS
PIPE TRENCH DETAILS
2024.11.20 10:13:47-07'00'
NEW SVMH3732-1 - SECTIONAL PLAN
NEW SVMH3732 - SECTIONAL PLANNEW SVMH3731 - SECTIONAL PLAN
CAUTION!
CAUTION!
NEW SVMH3731 - SECTION
NEW SVMH3732-1 - SECTION NEW SVMH3732 - SECTION
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES98765
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
JAMACHA FORCE MAIN AND
GRAVITY MAIN IMPROVEMENTS
MAINTENANCE HOLE DETAILS
STANCHION PIPE SUPPORT
WALL SLEEVE
NOTES:
LADDER - TYPE I
NOTES:
ADJUSTABLE FLANGE PIPE SUPPORT
NOTES:
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES98765
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
JAMACHA FORCE MAIN AND
GRAVITY MAIN IMPROVEMENTS
MISCELLANEOUS DETAILS
JAMACHA PUMP STATIONVC
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES98765
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
JAMACHA FORCE MAIN AND
GRAVITY MAIN IMPROVEMENTS
CONCEPTUAL PHASING AND BYPASS PLAN 1 OF 2
PHASING PLAN GENERAL NOTES:
PHASE 1 - CONCEPTUAL PHASING AND BYPASS PLAN
CONCEPTUAL PHASING PLAN
PHASE 1 - PUMP STATION YARD BYPASS
PHASE 2 THROUGH 8 - SEE SHEET 22
SA
CR
AM
EN
TO
A
VE
N
U E
GR
AN
D A
VE
N
U E
JAMACHA BOULEVARD
JAMACHA BLVD
OM
EG
A S
TR
EE
T
JAMACHA BOULEVARD
JAMACHA BLVDO
M
EG
A
ST
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES98765
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
JAMACHA FORCE MAIN AND
GRAVITY MAIN IMPROVEMENTS
80'40'20' 040'
HORIZONTAL SCALE 1"=40'
PHASING PLAN GENERAL NOTES:
SE
E
PH
AS
IN
G
P
LA
N G
EN
ER
AL
N
O
TE
CONCEPTUAL PHASING AND BYPASS PLAN 2 OF 2
SE
E
PH
AS
IN
G
P
LA
N G
EN
ER
AL
N
O
TE
CONCEPTUAL PHASING PLAN
PHASES 2 THROUGH 8 - CONCEPTUAL PHASING PLAN
PHASES 2 THROUGH 8 - CONCEPTUAL PHASING PLAN
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES98765
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
JAMACHA FORCE MAIN AND
GRAVITY MAIN IMPROVEMENTS
80'40'20' 040'
HORIZONTAL SCALE 1"=40'
WATER POLLUTION CONTROL GENERAL NOTES:
M
AT
C H
LI
N
E
- S
EE
B
O
TT
O M
L
EF
T
CONCEPTUAL WATER POLLUTION CONTROL PLAN 1 OF 3
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T
M
AT
C H
LI
N
E
- S
EE
T
O P
R
IG
H T
LEGEND:
NOTE:
STORM DRAIN STENCILING
NOTE:
INLET PROTECTION PER SC-10
NOTE:
MATERIAL STORAGE PER WM-1 AND WM-3
NO DUMPING
DRAINS TO WATERWAY
2024.11.20 10:13:47-07'00'
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES98765
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
JAMACHA FORCE MAIN AND
GRAVITY MAIN IMPROVEMENTS
80'40'20' 040'
HORIZONTAL SCALE 1"=40'
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T
GENERAL NOTES:
M
AT
C H
LI
N
E
- S
EE
B
O
TT
O M
L
EF
T
LEGEND:
CONCEPTUAL WATER POLLUTION CONTROL PLAN 2 OF 3
M
AT
C H
LI
N
E
- S
EE
T
O P
R
IG
H T
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T
JAMACHA BLV
D
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES98765
SHEETS
SCALE: HOR.
OFSHEET
W.A. R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
JAMACHA FORCE MAIN AND
GRAVITY MAIN IMPROVEMENTS
80'40'20' 040'
HORIZONTAL SCALE 1"=40'
GENERAL NOTES:
LEGEND:
NOTE:
PLAN
SECTION A-A
A
A
NOTES:
GRAVEL BAG BERM
CONCEPTUAL WATER POLLUTION CONTROL PLAN 3 OF 3
40'20' 10' 20'0
HORIZONTAL SCALE 1"=20'
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES
98765
SHEETS
SCALE: HOR.
OFSHEET
W.A.
R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
JAMACHA FORCE MAIN AND
GRAVITY MAIN IMPROVEMENTS
BW
SK
10/24
10/24
4225 OEANSIDE BLVD, #354 H
OCEANSIDE, CA 92056
TEL: 760-291-1400
TRAFFIC DESIGN TRAFFIC IMPACT ANALYSIS TRANSPORTATION PLANNING
TRAFFIC CONTROL PLANS - TITLE SHEET
ROAD
CLOSED
AHEAD
LANE
CLOSED
LEFT LANE
CLOSED
AHEAD
NARROW
LANE
BE
PREPARED
TO STOP
TURN RIGHT
RIGHT LANE
BIKE LANE
CLOSED
AHEAD
SPEED LIMIT
ROAD WORK
SPEED LIMIT
ROAD WORK
SPEED LIMIT
ROAD WORK
SPEED LIMIT
GRAND A
VE
SACRAMENTO A
VE
JA
MACHA B
LVD
JA
MACHA B
LVD
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES
98765
SHEETS
SCALE: HOR.
OFSHEET
W.A.
R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
JAMACHA FORCE MAIN AND
GRAVITY MAIN IMPROVEMENTS
BW
SK
10/24
10/24
4225 OEANSIDE BLVD, #354 H
OCEANSIDE, CA 92056
TEL: 760-291-1400
TRAFFIC DESIGN TRAFFIC IMPACT ANALYSIS TRANSPORTATION PLANNING
TCP - SACRAMENTO AVE TO GRAND AVE
LA P
RESSA A
VE
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES
98765
SHEETS
SCALE: HOR.
OFSHEET
W.A.
R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
JAMACHA FORCE MAIN AND
GRAVITY MAIN IMPROVEMENTS
BW
SK
10/24
10/24
4225 OEANSIDE BLVD, #354 H
OCEANSIDE, CA 92056
TEL: 760-291-1400
TCP - GRAND AVE TO MARIA AVE
LA P
RESSA A
VE
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES
98765
SHEETS
SCALE: HOR.
OFSHEET
W.A.
R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
JAMACHA FORCE MAIN AND
GRAVITY MAIN IMPROVEMENTS
BW
SK
10/24
10/24
4225 OEANSIDE BLVD, #354 H
OCEANSIDE, CA 92056
TEL: 760-291-1400
TCP - MARIA AVE TO LA PRESA AVE
RAMONA A
VE
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES
98765
SHEETS
SCALE: HOR.
OFSHEET
W.A.
R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
JAMACHA FORCE MAIN AND
GRAVITY MAIN IMPROVEMENTS
BW
SK
10/24
10/24
4225 OEANSIDE BLVD, #354 H
OCEANSIDE, CA 92056
TEL: 760-291-1400
TCP - LA PRESA TO PECOS
CLAM
ATH S
T
SAN JU
HN S
T
SAN M
IG
UEL S
T
LA P
RESSA A
VE
MARIA
A
VE
LA P
RESSA A
VE
RAMONA A
VE
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES
98765
SHEETS
SCALE: HOR.
OFSHEET
W.A.
R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
JAMACHA FORCE MAIN AND
GRAVITY MAIN IMPROVEMENTS
BW
SK
10/24
10/24
4225 OEANSIDE BLVD, #354 H
OCEANSIDE, CA 92056
TEL: 760-291-1400
TRAFFIC DESIGN TRAFFIC IMPACT ANALYSIS TRANSPORTATION PLANNING
TCP - PECOS TO SAN MIGUEL
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TRAMES SOLUTIONS INC.
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AutoCAD SHX Text
SP
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: 1" = 40'
AutoCAD SHX Text
CONSTRUCTION WORK AREA
AutoCAD SHX Text W20-1
AutoCAD SHX Text
PCMS
AutoCAD SHX Text
TANGENT
AutoCAD SHX Text R4-7a
AutoCAD SHX Text
LA PRESA AVE
AutoCAD SHX Text
MARIA AVE
AutoCAD SHX Text
C30(CA)
AutoCAD SHX Text
(45MPH)
AutoCAD SHX Text
JAMACHA BLVD
AutoCAD SHX Text
AutoCAD SHX Text
320' TAPER
AutoCAD SHX Text R11-2
AutoCAD SHX Text R11-2
AutoCAD SHX Text
360' BUFFER
AutoCAD SHX Text W4-2L
AutoCAD SHX Text W4-2
AutoCAD SHX Text
WORK AREA
AutoCAD SHX Text
C30(CA)
AutoCAD SHX Text W20-1
AutoCAD SHX Text
PCMS
AutoCAD SHX Text 500'
AutoCAD SHX Text G20-2
AutoCAD SHX Text W20-5L
AutoCAD SHX Text 500'
AutoCAD SHX Text
PCMS
AutoCAD SHX Text W20-1
AutoCAD SHX Text 350'
AutoCAD SHX Text 350'
AutoCAD SHX Text G20-2
AutoCAD SHX Text R3-2
AutoCAD SHX Text R4-7A
AutoCAD SHX Text W1-4R
AutoCAD SHX Text
C30(CA)
AutoCAD SHX Text
C30(CA)
AutoCAD SHX Text
265' BUFFER
AutoCAD SHX Text
LA PRESA AVE
AutoCAD SHX Text
RAMONA AVE
AutoCAD SHX Text
MARIA AVE
AutoCAD SHX Text
(45MPH)
AutoCAD SHX Text
JAMACHA BLVD
AutoCAD SHX Text
160' SHIFT TAPER
AutoCAD SHX Text
160' TANGENT
AutoCAD SHX Text
PECOS ST
AutoCAD SHX Text
12' @ 320' TAPER
AutoCAD SHX Text W20-1
AutoCAD SHX Text
PCMS
AutoCAD SHX Text 500'
AutoCAD SHX Text G20-5aP
AutoCAD SHX Text W20-5R
AutoCAD SHX Text 500'
AutoCAD SHX Text G20-2
AutoCAD SHX Text W4-2R
AutoCAD SHX Text 500'
AutoCAD SHX Text
MATCHLINE - SEE
AutoCAD SHX Text
BOTTOM LEFT
AutoCAD SHX Text
MATCHLINE - SEE
AutoCAD SHX Text
MIDDLE RIGHT
AutoCAD SHX Text
JAMACHA BLVD CONSTRUCTION AT PECOS ST
AutoCAD SHX Text
JAMACHA BLVD CONSTRUCTION BETWEEN PECOS ST AND SAN MIGUEL ST
AutoCAD SHX Text
(45MPH)
AutoCAD SHX Text
JAMACHA BLVD
AutoCAD SHX Text
(45MPH)
AutoCAD SHX Text
JAMACHA BLVD
AutoCAD SHX Text
4:00 PM
AutoCAD SHX Text
MONDAY THROUGH FRIDAY
AutoCAD SHX Text
7:00 AM
AutoCAD SHX Text
WORK DAYS
AutoCAD SHX Text
WORK HOURS TO
AutoCAD SHX Text
C30(CA)
AutoCAD SHX Text
C30(CA)
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
EXISTING STRIPING
AutoCAD SHX Text
INSTALL DRUM PER COUNTY STANDARDS
AutoCAD SHX Text
CONSTRUCTION WORK AREA
AutoCAD SHX Text
WITH YELLOW REFLECTIVE BANDING.
AutoCAD SHX Text
CMS
AutoCAD SHX Text
CHANGEABLE MESSAGE SIGN
AutoCAD SHX Text
ILLUMINATED DIRECTIONAL ARROW DEVICE
AutoCAD SHX Text
TYPE II BARRICADE W/SIGN AS NOTED
AutoCAD SHX Text
HIGH LEVEL WARNING DEVICE
AutoCAD SHX Text
1. CONTRACTOR TO COVER ALL CONFLICTING SIGNS AND PAVEMENT MARKINGS.
AutoCAD SHX Text 2.
AutoCAD SHX Text
3. DETOUR PLANS SHALL BE FOLLOWED WHEN REQUIRED.
AutoCAD SHX Text
%%UNOTES:
AutoCAD SHX Text CONTRACTOR TO CONTACT TRAFFIC SIGNAL MAINTENANCE SUPERVISOR AT LEAST 3 WORKING DAYS IN ADVANCE OF WORK TO COORDINATE TRAFFIC SIGNAL OPERATION.
AutoCAD SHX Text SERVICES AT LEAST TEN WORKING DAYS PRIOR TO CONSTRUCTION TO PROVIDE TEMPORARY BUS STOP RELOCATION.
AutoCAD SHX Text
PECOS ST
AutoCAD SHX Text
CLAMATH ST
AutoCAD SHX Text
CLAMATH ST
AutoCAD SHX Text
SAN JUAN ST
AutoCAD SHX Text
SAN MIGUEL ST
AutoCAD SHX Text W12-1
AutoCAD SHX Text
C30(CA)
AutoCAD SHX Text W20-1
AutoCAD SHX Text M4-10R
AutoCAD SHX Text R3-7
AutoCAD SHX Text
C30(CA)
AutoCAD SHX Text M4-10R
AutoCAD SHX Text M4-10R
AutoCAD SHX Text R3-7
AutoCAD SHX Text
C30(CA)
AutoCAD SHX Text M4-10R
AutoCAD SHX Text
AutoCAD SHX Text M4-10R
AutoCAD SHX Text R3-7
AutoCAD SHX Text
C30(CA)
AutoCAD SHX Text M4-10R
AutoCAD SHX Text
AutoCAD SHX Text M4-10R
AutoCAD SHX Text R3-7
AutoCAD SHX Text
C30(CA)
AutoCAD SHX Text M4-10R
AutoCAD SHX Text
AutoCAD SHX Text
FLAGGER WITH RADIO COMMUNICATIONS
AutoCAD SHX Text
AutoCAD SHX Text
TEMPORARY DETOUR PLAN NUMBER
AutoCAD SHX Text R2-12
AutoCAD SHX Text 500'
AutoCAD SHX Text R3-2
AutoCAD SHX Text R3-3
AutoCAD SHX Text R3-3
AutoCAD SHX Text R3-2
AutoCAD SHX Text G20-2
AutoCAD SHX Text W20-1
AutoCAD SHX Text G20-2
AutoCAD SHX Text
M4-10(RT)
AutoCAD SHX Text
M4-10(RT)
AutoCAD SHX Text
12' MIN
AutoCAD SHX Text R3-2
AutoCAD SHX Text R3-3
AutoCAD SHX Text R3-3
AutoCAD SHX Text R3-2
AutoCAD SHX Text R11-2
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: 1" = 40'
AutoCAD SHX Text R3-2
AutoCAD SHX Text R3-2
AutoCAD SHX Text 12'
AutoCAD SHX Text 12'
AutoCAD SHX Text 12'
AutoCAD SHX Text 12'
AutoCAD SHX Text 12'
AutoCAD SHX Text 12'
AutoCAD SHX Text 12'
AutoCAD SHX Text 12'
AutoCAD SHX Text
(45MPH)
AutoCAD SHX Text
JAMACHA BLVD
AutoCAD SHX Text
4. CONTRACTOR SHALL NOTIFY SAN DIEGO TRANSIT AT (619) 238-0100 X424 OR ANY OTHER AFFECTED TRANSIT
AutoCAD SHX Text
SOROUSH ROBACK
AutoCAD SHX Text
AutoCAD SHX Text 3/31/26
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
JAMACHA BLVD
AutoCAD SHX Text G20-5aP
AutoCAD SHX Text
C17(CA)35
AutoCAD SHX Text
C17(CA)35
AutoCAD SHX Text M4-9cR
AutoCAD SHX Text M4-9cR
AutoCAD SHX Text R3-2
AutoCAD SHX Text R3-2
AutoCAD SHX Text
C17(CA)35
AutoCAD SHX Text
C17(CA)35
AutoCAD SHX Text
W30(BIKE)
AutoCAD SHX Text 10/29/2024
CLAMATH S
T
SAN JU
HN S
T
SAN M
IG
UEL S
T
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES
98765
SHEETS
SCALE: HOR.
OFSHEET
W.A.
R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
JAMACHA FORCE MAIN AND
GRAVITY MAIN IMPROVEMENTS
BW
SK
10/24
10/24
4225 OEANSIDE BLVD, #354 H
OCEANSIDE, CA 92056
TEL: 760-291-1400
TCP - SAN MIGUEL TO HURON
O
M
E
A
S
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES
98765
SHEETS
SCALE: HOR.
OFSHEET
W.A.
R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
JAMACHA FORCE MAIN AND
GRAVITY MAIN IMPROVEMENTS
BW
SK
10/24
10/24
4225 OEANSIDE BLVD, #354 H
OCEANSIDE, CA 92056
TEL: 760-291-1400
TCP - HURON TO PUMPSTATION
O
M
E
A
S
DATEBY
DESIGNED
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES
98765
SHEETS
SCALE: HOR.
OFSHEET
W.A.
R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
JAMACHA FORCE MAIN AND
GRAVITY MAIN IMPROVEMENTS
BW
SK
10/24
10/24
4225 OEANSIDE BLVD, #354 H
OCEANSIDE, CA 92056
TEL: 760-291-1400
TCP - HURON TO PUMPSTATION
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES
98765
SHEETS
SCALE: HOR.
OFSHEET
W.A.
R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
JAMACHA FORCE MAIN AND
GRAVITY MAIN IMPROVEMENTS
BW
SK
10/24
10/24
4225 OEANSIDE BLVD, #354 H
OCEANSIDE, CA 92056
TEL: 760-291-1400
TRAFFIC DESIGN TRAFFIC IMPACT ANALYSIS TRANSPORTATION PLANNING
DETOURS 1, 2 & 3
AutoCAD SHX Text
AutoCAD SHX Text 1022027
AutoCAD SHX Text
TRAMES SOLUTIONS INC.
AutoCAD SHX Text
TRAMES SOLUTIONS INC.
AutoCAD SHX Text
4225 OEANSIDE BLVD, #354 H
AutoCAD SHX Text
OCEANSIDE, CA 92056
AutoCAD SHX Text
TEL: 760-291-1400
AutoCAD SHX Text G
AutoCAD SHX Text T
AutoCAD SHX Text
REGISTERED
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text C
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text Exp.
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text No.
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text F
AutoCAD SHX Text L
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text
ENGINEER
AutoCAD SHX Text O
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text F
AutoCAD SHX Text P
AutoCAD SHX Text E
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text N
AutoCAD SHX Text N
AutoCAD SHX Text
DATE
AutoCAD SHX Text
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NTS
AutoCAD SHX Text
SP
AutoCAD SHX Text
SOROUSH ROBACK
AutoCAD SHX Text
AutoCAD SHX Text 3/31/26
AutoCAD SHX Text
AutoCAD SHX Text
SIGN TYPE LEGEND
AutoCAD SHX Text
R11-2 = ROAD CLOSED
AutoCAD SHX Text
R3-1 = NO RIGHT TURN
AutoCAD SHX Text
R3-2 = NO LEFT TURN
AutoCAD SHX Text
SC3(CA) = DETOUR ARROW & W16-8P
AutoCAD SHX Text
M4-10 = DETOUR ARROW & W16-8P
AutoCAD SHX Text
AutoCAD SHX Text M4-8a = DETOUR END
AutoCAD SHX Text M4-8a
AutoCAD SHX Text M4-9c = DETOUR BIKES
AutoCAD SHX Text M4-9c
AutoCAD SHX Text
TYP. W16-8P = DETOUR STREET
AutoCAD SHX Text
STREET NAME SIGN.
AutoCAD SHX Text
R5-2 = NO TRUCKS
AutoCAD SHX Text B
AutoCAD SHX Text
LETTER = DETOUR ROUTE NUMBER
AutoCAD SHX Text
M3-1,2,3,4 = DIRECTIONAL
AutoCAD SHX Text
JAMACHA BLVD
AutoCAD SHX Text
RAMONA AVE
AutoCAD SHX Text
PARAISO AVE
AutoCAD SHX Text
GRAND AVE
AutoCAD SHX Text
SAN DIEGO AVE
AutoCAD SHX Text
SACRAMENTO AVE
AutoCAD SHX Text
PARAISO AVE
AutoCAD SHX Text
GRAND AVE
AutoCAD SHX Text
SACRAMENTO AVE
AutoCAD SHX Text
RAMONA AVE
AutoCAD SHX Text
SAN DIEGO AVE
AutoCAD SHX Text
SAN DIEGO AVE
AutoCAD SHX Text
SAN FRANCISCO ST
AutoCAD SHX Text
SAN FRANCISCO ST
AutoCAD SHX Text
JAMACHA BLVD
AutoCAD SHX Text
JAMACHA BLVD
AutoCAD SHX Text
PARAISO AVE
AutoCAD SHX Text
GRAND AVE
AutoCAD SHX Text
SACRAMENTO AVE
AutoCAD SHX Text
CONCEPCION AVE
AutoCAD SHX Text
PARAISO AVE
AutoCAD SHX Text
SACRAMENTO AVE
AutoCAD SHX Text
CONCEPCION AVE
AutoCAD SHX Text
SAN DIEGO AVE
AutoCAD SHX Text
SAN DIEGO AVE
AutoCAD SHX Text
CONCEPCION AVE
AutoCAD SHX Text
GRAND AVE
AutoCAD SHX Text
SACRAMENTO AVE
AutoCAD SHX Text
PARAISO AVE
AutoCAD SHX Text
SAN FRANCISCO ST
AutoCAD SHX Text
JAMACHA BLVD
AutoCAD SHX Text
JAMACHA BLVD
AutoCAD SHX Text
JAMACHA BLVD
AutoCAD SHX Text
SAN FRANCISCO ST
AutoCAD SHX Text M4-8a
AutoCAD SHX Text M4-8a
AutoCAD SHX Text
AutoCAD SHX Text
MARIA AVE
AutoCAD SHX Text
RAMONA AVE
AutoCAD SHX Text
PARAISO AVE
AutoCAD SHX Text
SAN DIEGO AVE
AutoCAD SHX Text
JAMACHA BLVD
AutoCAD SHX Text
SAN DIEGO AVE
AutoCAD SHX Text
MARIA AVE
AutoCAD SHX Text
RAMONA AVE
AutoCAD SHX Text
SAN FRANCISCO ST
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text M4-8a
AutoCAD SHX Text
SAN FRANCISCO ST
AutoCAD SHX Text M4-8a
AutoCAD SHX Text M4-8a
AutoCAD SHX Text M4-8a
AutoCAD SHX Text M4-8a
AutoCAD SHX Text M4-8a
AutoCAD SHX Text M4-8a
AutoCAD SHX Text M4-8a
AutoCAD SHX Text M4-9cR
AutoCAD SHX Text
C20(BIKE)
AutoCAD SHX Text
SC11
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text M4-9cR
AutoCAD SHX Text M4-9cL
AutoCAD SHX Text M4-9cL
AutoCAD SHX Text M4-9cR
AutoCAD SHX Text M4-9cL
AutoCAD SHX Text M4-9cR
AutoCAD SHX Text M4-9cL
AutoCAD SHX Text M4-9cL
AutoCAD SHX Text M4-9cL
AutoCAD SHX Text M4-9cL
AutoCAD SHX Text
GRAND AVE
AutoCAD SHX Text M4-9cR
AutoCAD SHX Text M4-9cL
AutoCAD SHX Text M4-9cL
AutoCAD SHX Text M4-9cL
AutoCAD SHX Text
C20(BIKE)
AutoCAD SHX Text
C20(BIKE)
AutoCAD SHX Text M4-9cR
AutoCAD SHX Text M4-9cR
AutoCAD SHX Text M4-9cR
AutoCAD SHX Text M4-9cR
AutoCAD SHX Text M4-9cR
AutoCAD SHX Text M4-9cL
AutoCAD SHX Text
TC41
AutoCAD SHX Text
TC41
AutoCAD SHX Text
TC41
AutoCAD SHX Text
TC41
AutoCAD SHX Text 10/29/2024
CHECKED
PLANS
FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES
98765
SHEETS
SCALE: HOR.
OFSHEET
W.A.
R.S.
VERT.
N.
COORDINATE INDEX
E.
CONST. COMPL.
FIELD REVISIONS
BY APPROVEDREVISIONS DATE
43210-1
JAMACHA FORCE MAIN AND
GRAVITY MAIN IMPROVEMENTS
BW
SK
10/24
10/24
4225 OEANSIDE BLVD, #354 H
OCEANSIDE, CA 92056
TEL: 760-291-1400
DETOUR 4, 5 & 6 & BIKE DETOUR ROUTE
| Sheet 1 |
| Sheet 2 |
| Sheet 3 |
| Sheet 4 |
| Sheet 5 |
| Sheet 6 |
| Sheet 7 |
| Sheet 8 |
| Sheet 9 |
| Sheet 10 |
| Sheet 11 |
| Sheet 12 |
| Sheet 13 |
| Sheet 14 |
| Sheet 15 |
| Sheet 16 |
| Sheet 17 |
| Sheet 18 |
| Sheet 19 |
| Sheet 20 |
| Sheet 21 |
| Sheet 22 |
| Sheet 23 |
| Sheet 24 |
| Sheet 25 |
| Sheet 26 |
| Sheet 27 |
| Sheet 28 |
| Sheet 29 |
| Sheet 30 |
| Sheet 31 |
| Sheet 32 |
| Sheet 33 |
| Sheet 34 |
| Sheet 35 |
| Sheet 36 |
| 2025-09-10T13:34:28-0700 | |
| Sumedh Bahl |
| 2026-06-15T13:09:36-0700 | |
| Brian MacDonald |
| 2026-06-16T10:54:23-0700 | |
| SamirM.Nuhaily@sdcounty.ca.gov |
| 2025-09-10T13:26:01-0700 | |
| Wasim Hanna |
| Date5_af_date: 09/10/2025 |
| Date6_af_date: |
| Date7_af_date: |
| Date8_af_date: 09/10/2025 |
File details come from the government source that posted it. Updated .