Phase_2_Water_Main_on_Villa_St_-_Plan_Approved.pdf
PDF 2 MB Posted
- Attached to
- Installation of Ductile Iron Water Mains in Villa Street and Colorado Boulevard - WD-26-03
- Solicitation number
- 2026-IFB-LM-0221
- Issued by
- Los Angeles County, California
About this file
This is an approved water main installation plan document for the City of Pasadena's Department of Public Works, specifically for Phase 2 of the Villa Street water main project. The project involves the installation of approximately 3,774 linear feet of 12-inch ductile iron pipe in Villa Street from Hill Avenue to Palo Verde Avenue, along with the abandonment of 3,435 linear feet of existing 12-inch and 8-inch cast iron pipe originally installed between 1923 and 1929. The work includes installation of associated fittings, gate valves, fire hydrants, and service laterals, with all domestic service laterals being upgraded from 3/4 inch to 1 inch copper pipe. Construction work hours are restricted to 9:00 AM to 4:00 PM, and final pavement restoration must be completed within two weeks of each project phase completion. The document was first submitted to Public Works on October 9, 2023, with a second submittal on January 5, 2024, and a third submittal on June 2, 2026. The project is assigned E-Number E-1842 and Work Order Number 54048.
All work and materials must comply with the latest edition of the Standard Specifications for Public Works Construction (Green Book) and City of Pasadena supplements and modifications. The water main will operate in two pressure zones: the 12-inch main in the Sunset Pressure Zone with approximately 52 PSI at Villa Street and Allen Avenue, and the 8-inch main in the Sheldon Pressure Zone with approximately 90 PSI at Villa Street and Michigan Avenue. Key construction requirements include maintaining a minimum 42-inch cover over the water main, obtaining approval from the Underground Service Alert (USA) and affected utility companies at least 48 hours prior to construction, establishing pothole locations where the proposed main crosses existing utilities, and using hydrostatic testing with a maximum 1,200-foot pipe length per testing cycle. Pavement restoration will follow Standard Drawings S-416 for asphalt and S-417 for concrete, with restoration to existing grade plus one inch, and all joints on fittings must be restrained with Megalug glands unless otherwise specified.
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Text version
M
X"11.25 L
X"22.5 L
X"45 L
X"90 L
XxX'X'
EXIST. FH
XXXX-XX
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XxXRED.
XxX'T'
SYMBOLOGY LEGEND
PROPOSED WATER
11° ELBOW FITTING
22° ELBOW FITTING
45° ELBOW FITTING
90° ELBOW FITTING
CROSS FITTING
TEE FITTING
FIRE HYDRANT
GATE VALVE
REDUCER
COUPLING
CAPS
2" CHLORINATION TAPS
EXISTING WATER
11° ELBOW FITTING
22° ELBOW FITTING
45° ELBOW FITTING
90° ELBOW FITTING
CROSS FITTING
TEE FITTING
FIRE HYDRANT
GATE VALVE
REDUCER
WATER METER BOX
EXISTING TRAFFIC
TRAFFIC SIGNAL/STREET LIGHT PULL BOX
STREET LIGHT
STREET LIGHT
TRAFFIC CONTROL BOX
TRAFFIC SIGNAL
SEWER, SIZE.----------------------------------------
POWER, NUMBER AND SIZE.------------------------
WATER, SIZE AND KIND.----------------------------
CABLE T.V.------------------------------------------
TELEPHONE, SIZE..----------------------------------
GAS, SIZE.-------------------------------------------
FIBER OPTIC, SIZE.----------------------------------
STREET LIGHT, SIZE.-------------------------------
TRAFFIC SIGNAL, SIZE.-----------------------------
STORM DRAIN, SIZE.--------------------------------
PROPERTY LINE, DIRECTION.-----------------------
CURB FACE.------------------------------------------
PROPOSED WATER-----------------------------------
WPL
SMH
LINETYPE LEGEND
EMH
TMH
SDMH
8-4"E
10" S
6" C.I. W.O. XXXXX
CATV
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4" G
2" FO
2" SL
2" TS
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CURB
DISTRIBUTION NO DATE REVISIONS BY CHKD APVD NO DATE APVDCHKDBYREVISIONS REFERENCE DRAWINGS FILE NO
VILLA STREET
FROM HILL AVENUE TO PALO VERDE AVENUE
DESIGN
DRAWN
CHECKED
SUBMITTED
CHECKED
G. PENARUBIA
G. PENARUBIA
A. QUIZON
THOMAS C.
Y. QU
DATE
APPROVED
DATE
APPROVED
WATER DISTRIBUTION
SCALE
1"=30'
DISTRICT SHEET
PAGE
E-NUMBER
E-1842
WORK ORDER NUMBER
54048
GENERAL NOTES
1) ALL WORK AND MATERIALS SHALL COMPLY WITH THE LATEST EDITION OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION"
(GREEN BOOK), INCLUDING ANY SUPPLEMENTS, AND THE LATEST EDITION OF THE CITY OF PASADENA "SUPPLEMENTS AND MODIFICATIONS TO THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION".
2)NO STOCKPILING OF MATERIAL AND CONSTRUCTION EQUIPMENT IN OR ON PUBLIC STREETS OR SIDEWALKS WILL BE PERMITTED ON THIS PROJECT.
MATERIAL AND EQUIPMENT PLACED IN OR ON PUBLIC STREETS, SIDEWALKS AND IN THE CONSTRUCTION AREAS SHALL BE USED THE SAME DAY.
3) THE WORK HOURS SHALL BE FROM 9:00AM TO 4:00PM.
4)NOTIFY "UNDERGROUND SERVICE ALERT (USA)" OF SOUTHERN CALIFORNIA (1-800-422-4133) TWO FULL WORKING DAYS (48 HOURS MINIMUM) PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES, INCLUDING PAVEMENT REMOVAL, EXCAVATION AND AC OVERLAY WHICH COULD AFFECT ANY
UNDERGROUND UTILITY.
5) NOTIFY ALL AFFECTED UTILITY COMPANIES AT LEAST TWO FULL WORKING DAYS (48 HOURS MINIMUM) PRIOR TO BEGINNING ANY CONSTRUCTION IN
THE VICINITY OF THEIR FACILITIES.
6) NOTIFY ALL BUSINESSES AND RESIDENTS AT LEAST ONE WEEK MINIMUM PRIOR TO START OF CONSTRUCTION.
7) ALL TRAFFIC CONTROL MUST COMPLY WITH THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" PARTS 5 AND 6 AND THE "WORK AREA TRAFFIC
CONTROL HANDBOOK", (WATCH HANDBOOK).
8) DEFLECT MAIN AS REQUIRED TO MAINTAIN PIPE ALIGNMENT AS SHOWN.
9) WATER MAIN SHALL HAVE A MINIMUM COVER OF 42 INCHES, UNLESS OTHERWISE INDICATED ON THE PLANS. EXCEPTIONS TO THIS REQUIREMENT MAY BE MADE BY THE WATER DEPARTMENT TO PROVIDE NECESSARY CLEARANCE FROM SANITARY SEWERS AND TO ACCOMMODATE CONFLICTS WITH OTHER UTILITIES AND EXISTING WATER MAINS. IF MINIMUM COVER CANNOT BE MET, APPROVAL MUST BE OBTAINED FROM THE WATER DEPARTMENT.
10) ESTABLISH DEPTH OF COVER TO TOP OF EXISTING UTILITIES AS REQUIRED.
11) PREPARE AND SUBMIT CONSTRUCTION AS BUILTS.
12) WATER PRESSURE AT THE INTERSECTION OF VILLA STREET AND ALLEN AVENUE IS APPROXIMATELY 52 P.S.I.
WATER PRESSURE AT THE INTERSECTION OF VILLA STREET AND MICHIGAN AVENUE IS APPROXIMATELY 90 P.S.I.
13) THE 12-INCH WATER MAIN IS IN THE SUNSET PRESSURE ZONE. THE 8-INCH WATER MAIN IS IN THE SHELDON PRESSURE ZONE.
14) RESTORE A.C. PAVEMENT PER STANDARD DRAWING S-416 AND CONCRETE PAVEMENT PER STANDARD DRAWING S-417.
15) REMOVE AND RECONSTRUCT CONCRETE PAVEMENT TO NEAREST LONGITUDINAL JOINT OR CRACK WITHIN 3 FEET OF EDGE OF TRENCH.
16) ALL JOINTS ON ALL FITTINGS TO BE RESTRAINED WITH MEGALUG GLANDS, UNLESS OTHERWISE INDICATED ON THE PLANS.
17) RE-CUT LOOP DETECTORS WHERE APPLICABLE AS NECESSARY. RESPONSIBILITY FOR REPLACEMENT AND COST IS PART OF THIS PROJECT.
18) STORM DRAIN - MAINTAIN 36" OF COVER OVER MAIN AS NECESSARY TO CLEAR STORM DRAIN BY 18" MINIMUM. OTHERWISE, CONCRETE BLANKET OVER STORM DRAINS REQUIRED PER APWA STANDARD PLAN 225-1, UNLESS NOTED OTHERWISE.
19) TEMPORARILY PAVE STREET AND OPEN TO TRAFFIC AFTER INSTALLATION OF PIPE.
20) FINAL PAVEMENT RESTORATION SHALL BE COMPLETED WITHIN TWO WEEKS OF THE COMPLETION OF EACH PROJECT PHASE, UNLESS
OTHERWISE APPROVED IN WRITING BY THE CITY ENGINEER.
21) ALL PAVEMENT MARKINGS, RAISED PAVEMENT MARKERS, AND TRAFFIC HUMPS TO BE REPLACED IN KIND.
22) DUCTILE IRON PIPING SHALL BE MINIMUM CLASS 52 OR BETTER.
23) PAVEMENT RESTORATION TO BE EXISTING PLUS 1 INCH (OR AS DESCRIBED IN THE SPECIFICATIONS) PER S-416 AND S-417.
24) ALL 3/4" DOMESTIC SERVICES LATERALS SHALL BE UPGRADED TO 1" COPPER.
25) POTHOLE LOCATIONS WHERE PROPOSED WATER MAIN CROSSES EXISTING UTILITIES TO DETERMINE DEPTH. DECISION TO INSTALL
PROPOSED WATER MAIN OVER OR UNDER EXISTING UTILITY SHALL BE MADE IN THE FIELD.
26) THE MAXIMUM LENGTH OF PIPE THAT MAY BE HYDROSTATIC TESTED, FLUSHED, AND CHLORINATED AT ANY ONE TIME IS 1,200 FT.
27) MAINTAIN A MINIMUM OF ONE FOOT CLEARANCE OF ALL UTILITY CROSSINGS.
28) POLYETHYLENE ENCASEMENT REQUIRED WHERE NEW INSTALLATION IS UNABLE TO MEET WATER MAIN SEPARATION REQUIREMENTS FROM SECTION 64572 OF CALIFORNIA REGULATIONS RELATED TO DRINKING WATER, UNLESS OTHERWISE APPROVED BY CALIFORNIA WATER BOARD.
VILLA STREET
INSTALL APPROXIMATELY 3,774 FEET OF 12-INCH DUCTILE IRON PIPE IN VILLA STREET FROM HILL AVENUE TO PALO VERDE AVENUE. ABANDON 3,435 FEET OF 12-INCH AND 8-INCH CAST IRON PIPE INSTALLED IN 1929 (WORK ORDER 2468), 1927 ( WORK ORDER 2186), 1925 (WORK ORDER 1730) AND 1923 (WORK ORDER 1126).
(DATE DWG WAS CREATED) FEBRUARY 10, 2022
FIRST SUBMITTAL TO PW OCTOBER 9, 2023
PROJECT
LOCATION
VILLA STREET
SECOND SUBMITTAL TO PW JANUARY 5, 2024
715,815,915, THIRD SUBMITTAL TO PW JUNE 2, 2026
6/2/2026
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150 S. LOS ROBLES AVENUE SUITE 200 PASADENA, CA. 91101
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WATER DIVISION
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DISTRIBUTION NO DATE REVISIONS BY CHKD APVD NO DATE APVDCHKDBYREVISIONS REFERENCE DRAWINGS FILE NO
APPROVED APPROVED
DATE DATE
WATER DISTRIBUTION
SCALE
DISTRICT SHEET
PAGE
E-NUMBER
WORK ORDER NUMBER
DESIGN
DRAWN
CHECKED
SUBMITTED
CHECKED
G. PENARUBIA
G. PENARUBIA
A. QUIZON
THOMAS C.
Y. QU
1"=30' 2 OF 7
PERMIT NO
DEPARTMENT OF PUBLIC WORKS
APPROVED FOR CONSTRUCTION
PRINCIPAL ENGINEER
DATE
YANNIE WU-BOWMAN
N
(DATE DWG WAS CREATED) FEBRUARY 10, 2022
E-1842
54048
VILLA STREET
INSTALL APPROXIMATELY 3,774 FEET OF 12-INCH DUCTILE IRON PIPE IN VILLA STREET FROM HILL AVENUE TO PALO VERDE AVENE. ABANDON 3,435 FEET OF 12-INCH AND 8-INCH CAST IRON PIPE INSTALLED IN 1929 (WORK ORDER 2468), 1927 (WORK ORDER 2186), 1925 (WORK ORDER 1730) AND 1923 (WORK ORDER 1126).
H
IL
L
VILLA STREET
M A T C H L
IN
E
S T A T
IO
N
.5
S H E E T
A A
FIRST SUBMITTAL TO PW OCTOBER 9, 2023
A V E N U E
CUT AND REMOVE EXISTING 8" C.I. MAIN AS REQUIRED
TO MAKE CONNECTION TO EXISTING 8" C.I. MAIN
USING ONE 8" STEEL COUPLING.
INSTALL 8" M.J. GATE VALVE.
STA. 0+62.50
INSTALL 12"x8" M.J. TEE.
STA. 0+86.07
INSTALL 12" M.J. GATE VALVE.
CUT, CAP AND BLOCK EXISTING MAIN USING TWO 12"
CAPS.
REMOVE EXISTING 8" GATE VALVE.
CUT, CAP AND BLOCK EXISTING MAIN USING TWO 12"
CAPS.
CUT, CAP AND BLOCK EXISTING MAIN USING TWO 12"
CAPS.
INSTALL 8" 45° M.J. ELBOW.
INSTALL 8" 45° M.J. ELBOW.
CUT, CAP AND BLOCK EXISTING MAIN USING TWO 8"
CAPS.
SECOND SUBMITTAL TO PW JANUARY 5, 2024
SPECIAL NOTE:
RENEW DOMESTIC SERVICE LATERAL DUE TO SIZE (<1"), MATERIAL (OTHER
THAN COPPER), AND/OR AGE (INTEGRITY OF EXISTING MATERIAL) AND
CONNECT TO THE NEW 12-INCH WATER MAIN.
WATER SERVICE LATERAL TO BE RECONNECTED TO THE NEW 12-INCH
WATER MAIN.
STATION EQUATION
STATION 0+00.00 EQUALS A POINT
2.5 FEET WEST OF THE WEST
PROPERTY LINE OF HILL AVENUE
AND 30 FEET NORTH OF THE
SOUTH PROPERTY LINE OF VILLA
STREET.
STA. 0+00.00
CUT AND REMOVE EXISTING 12" C.I. MAIN AS REQUIRED
TO MAKE CONNECTION TO EXISTING 12" C.I. MAIN
USING ONE 12" STEEL COUPLING.
REMOVE EXISTING 12" GATE VALVE.
ABANDON APPROXIMATELY 3,435 FEET OF
12-INCH AND 8-INCH CAST IRON PIPE
INSTALLED UNDER W.O. 2468, W.O. 2186, W.O.
1730 AND W.O. 1126.
STA. 0+02.51
INSTALL 12" M.J. GATE VALVE.
STA. 0+05.91
INSTALL 12" 45° M.J. ELBOW.
CUT, CAP AND BLOCK EXISTING MAIN USING TWO 12"
CAPS.
INSTALL APPROXIMATELY 3,774 FEET OF
12-INCH CLASS 52 DUCTILE IRON PIPE.
CUT, CAP AND BLOCK EXISTING MAIN USING TWO 12"
CAPS.
STA. 0+10.09
INSTALL 12" 45° M.J. ELBOW.
STA. 0+21.75
INSTALL 12"x12" M.J. TEE.
INSTALL 12" M.J. GATE VALVE.
REMOVE EXISTING 12" GATE VALVE.
INSTALL 12" 45° M.J. ELBOW.
INSTALL 12" 45° M.J. ELBOW.
CUT AND REMOVE EXISTING 12" C.I. MAIN AS REQUIRED
TO MAKE CONNECTION TO EXISTING 12" C.I. MAIN
USING ONE 12" STEEL COUPLING.
REMOVE EXISTING 12" GATE VALVE.
REMOVE EXISTING 12" GATE VALVE.
THIRD SUBMITTAL TO PW JUNE 2, 2026
715,815,915
6/2/2026
Yannie Wu-Bowman (Jun 22, 2026 09:38:09 PDT)
PWUTL2026-00316
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https://cityofpasadena.na2.adobesign.com/verifier?tx=CBJCHBCAABAAJIcB8pj4yAVspwQU6yc2aKtTFiYbTUHa
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8" S
SMH
8" S 8" S 8" S
SMH
TMH
EMH EMH
6"GV
EMH
8"GV
EMH
TMH
TMH
MH MH
6"GV
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
2-6"E
.0
.0
.0
.0
CATV
T T
CURB
GUTTER
CURB
GUTTER
-4
"E
T
GUTTER
CURB
T
CURB
GUTTER
M
8x4'T'
" C I
H . 1
8"GV
C A T V
.0
.0
.0
.0
.0
3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00
#1444-#1446
DISTRIBUTION NO DATE REVISIONS BY CHKD APVD NO DATE APVDCHKDBYREVISIONS REFERENCE DRAWINGS FILE NO
APPROVED APPROVED
DATE DATE
WATER DISTRIBUTION
SCALE
DISTRICT SHEET
PAGE
E-NUMBER
WORK ORDER NUMBER
DESIGN
DRAWN
CHECKED
SUBMITTED
CHECKED
G. PENARUBIA
G. PENARUBIA
A. QUIZON
THOMAS C.
Y. QU
1"=30' 3 OF 7
N
PERMIT NO
DEPARTMENT OF PUBLIC WORKS
APPROVED FOR CONSTRUCTION
PRINCIPAL ENGINEER
DATE
YANNIE WU-BOWMAN
(DATE DWG WAS CREATED) FEBRUARY 10, 2022
E-1842
54048
H A M
IL
T O N
A V E N U E
VILLA STREET
M A T C H L
IN
E
S T A T
IO
N
.5
S H E E T
A A
M A T C H L
IN
E
S T A T
IO
N .5
S H E E T
B B
1 1 1 1
1 1
1 1 1
FIRST SUBMITTAL TO PW OCTOBER 9, 2023
STA. 2+93.61
INSTALL 12" 22.5° M.J. ELBOW.
STA. 3+01.45
INSTALL 12" 22.5° M.J. ELBOW.
STA. 4+31.73
INSTALL 12" M.J. GATE VALVE.
CUT, CAP AND BLOCK EXISTING MAIN USING TWO 8"
CAPS.
CUT AND REMOVE EXISTING 6" C.I. MAIN AS REQUIRED
TO MAKE CONNECTION TO EXISTING 6" C.I. MAIN
USING ONE 6" STEEL COUPLING.
STA. 4+90.75
INSTALL 12"x6" M.J. TEE.
STA. 5+34.52
INSTALL 12" M.J. GATE VALVE.
INSTALL APPROXIMATELY 3,774 FEET OF
12-INCH CLASS 52 DUCTILE IRON PIPE.
REMOVE EXISTING FIRE HYDRANT. ABANDON EXISTING
6" GATE VALVE AND 6" LATERAL.
STA. 5+58.49
INSTALL 12"x6" M.J. TEE TO FACILITATE THE
INSTALLATION OF 6" X 4" X 2 1/2" FIRE HYDRANT PER
DETAIL SHEET C-1327.
CUT, CAP AND BLOCK EXISTING MAIN USING ONE 6"
CAP.
STA. 7+13.23
INSTALL 12"x6" M.J. TEE.
INSTALL 6" M.J. GATE VALVE.
INSTALL 6" M.J. GATE VALVE.
STA. 4+46.62
INSTALL 12"x6" M.J. TEE.
INSTALL 6" M.J. GATE VALVE.
CUT AND REMOVE EXISTING 6" C.I. MAIN AS REQUIRED
TO MAKE CONNECTION TO EXISTING 6" C.I. MAIN
USING ONE 6" STEEL COUPLING.
CUT, CAP AND BLOCK EXISTING MAIN USING TWO 8"
CAPS.
CUT, CAP AND BLOCK EXISTING MAIN USING TWO 8"
CAPS.
ABANDON APPROXIMATELY 3,435 FEET OF
12-INCH AND 8-INCH CAST IRON PIPE
INSTALLED UNDER W.O. 2468, W.O. 2186, W.O.
1730 AND W.O. 1126.
SPECIAL NOTE:
RENEW DOMESTIC SERVICE LATERAL DUE TO SIZE (<1"), MATERIAL (OTHER
THAN COPPER), AND/OR AGE (INTEGRITY OF EXISTING MATERIAL) AND
CONNECT TO THE NEW 12-INCH WATER MAIN.
WATER SERVICE LATERAL TO BE RECONNECTED TO THE NEW 12-INCH
WATER MAIN.
CONTRACTOR RESPONSIBLE FOR POTHOLING FOR
PROPER LOCATION.
REMOVE EXISTING 6" GATE VALVE.
CONTRACTOR RESPONSIBLE FOR POTHOLING FOR
PROPER LOCATION.
CUT, CAP AND BLOCK EXISTING MAIN USING TWO 8"
CAPS.
CONTRACTOR RESPONSIBLE FOR POTHOLING FOR
PROPER LOCATION.
INSTALL 6" STEEL COUPLING TO FACILITATE THE
CONNECTION OF THE 6" FIRE SERVICE TO THE NEW
12-INCH WATER MAIN.
REMOVE EXISTING 6" GATE VALVE.
INSTALL 6" 45° M.J. ELBOW.
INSTALL 6" 45° M.J. ELBOW.
CUT, CAP AND BLOCK EXISTING MAIN USING TWO 6"
CAPS.
CUT, CAP AND BLOCK EXISTING MAIN USING ONE 4"
CAP.
STA. 8+75.52
INSTALL 12"x4" M.J. TEE.
INSTALL 4" M.J. GATE VALVE.
INSTALL 4" STEEL COUPLING TO FACILITATE THE
CONNECTION OF THE 4" FIRE SERVICE TO THE NEW
12-INCH WATER MAIN.
INSTALL 6" 45° M.J. ELBOW.
INSTALL 6" 45° M.J. ELBOW.
SECOND SUBMITTAL TO PW JANUARY 5, 2024
VILLA STREET
INSTALL APPROXIMATELY 3,774 FEET OF 12-INCH DUCTILE IRON PIPE IN VILLA STREET FROM HILL AVENUE TO PALO VERDE AVENE. ABANDON 3,435 FEET OF 12-INCH AND 8-INCH CAST IRON PIPE INSTALLED IN 1929 (WORK ORDER 2468), 1927 (WORK ORDER 2186), 1925 (WORK ORDER 1730) AND 1923 (WORK ORDER 1126).
715,815,915
THIRD SUBMITTAL TO PW JUNE 2, 2026
6/2/2026
Yannie Wu-Bowman (Jun 22, 2026 09:38:09 PDT)
PWUTL2026-00316
AutoCAD SHX Text
THOMAS JEFFERSON SCHOOL
AutoCAD SHX Text
JEFFERSON PARK
AutoCAD SHX Text
FDC
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
JEFFERSON PARK
AutoCAD SHX Text
JEFFERSON PARK
AutoCAD SHX Text
JEFFERSON ELEMENTARY SCHOOL
AutoCAD SHX Text
PASADENA FIRE DEPARTMENT TRAINING CENTER
#1616 #1626 #1636
#1646
#1656
#1660 #1666
#1676
#1686 #1700
#1611 #1635 #1645 #1655 #1671 #1681
#4
#5
#1706 #1716
#1701 #1709
#5 07 #5
S
S
S
S S
S S
S
S
S S
S
S S S S
S S
S
S
S
S
S S
S
S
" C
M
H . 1
M
" C H
. 1
" D I
M
H . 1
M M
8" C.I.W. W.O. 1126 CML W.O. 6570 8" C.I.W. W.O. 1126 CML W.O. 6570 8" C.I.W. W.O. 1126 CML W.O. 6570
8" C
.I .W
W
.O
8" C
.I .W
W
.O
D .I .W
W
.O
D .I .W
W
.O
8" C.I.W. W.O. 1126 CML W.O. 6570
" C
M
H . 1
" C
M
H . 1
" C
M
H . 1
" C
M
H . 1
" C
M
H . 1
" C
M
H . 1
" C
M
H . 1
" C
M
H . 1
" C
M
H . 1
" C
M
H . 1
" C
M
H . 1
" C
M
H . 1
21439 3/4" C H. 494 1951
18158 1" C H. 504 1951
M
" C
H . 1
M
/4 " C
H . 1
M
" C H
. 1
M
" C H
. 1
M
" C H
. 1
M
" C H
. 1
M
" C H
. 1
M
" C H
. 1
M
" C H
. 1
M
" C H
. 1
M
" C H
. 1
M28175 1" C H. 507 1996
21577 1" C H. 506 1996
M
6-6"+8-5"+1-3"E
E
6-6"+8-5"+1-3"E
-4
1- "E
4-4"+1-2"E 8-5"+1-3"E
6-6"+8-5"+1-3"E
-4
"E
1- "E
1- "E
2-4"E 2-4"E
-4
"E
1- "E
E
6-6"+8-5"+1-3"E 6-6"+8-5"+1-3"E
1- "E
E8-5"+ 1-3"E
1-2"E
3-6"E
8-5"+1-3"E
-6
"E -6
"E
-4
"E
-4
"E
6-6"+8-5"+1-3"E
T
T T
T
T
T T
T
T T T T T T T T T
G
G
2" G
2" G
G
1/2" G
G
1/ G
1/ G
1/ G
G
1/ G
1/ G
1/ G
1/ G
1/ G
G
1/ G
1/ G
1/ G
2" G 2" G 2" G 2" G 2" G 2" G
G
1/ G
G G
1/ G
G
1/ G
G2" G 2" G 2" G 2" G 2" G
G
G
G
1/2" G
2" G
1/ G
G
1/ G
2" G
1/ G
C A T V
C A T V
C A T V
CATVCATV CATV CATVCATV CATV CATVCATV CATV CATVCATV CATV CATVCATV CATV CATV
SL
SL SL SL
SL SLSL SLSL SL SLSL SL
SL SLSL SL
SL
SL
S L
CURB
GUTTER
GUTTER
CURB GUTTER
CURB
CURB
GUTTER
GUTTER
CURB
CURB
GUTTER
GUTTER
CURB
CURB
GUTTER
GUTTER
CURB
CURB
GUTTER
.0
.0
.0
.0
.0
.0
.0
.0
.0
6.
0'
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
12.0' 6.0' 12.0' 25.0'
60.0'
C U R B
G U T T E R
G U T T E R
C U R
BW
P L
E P L
C U R B
C U R B
W P L
E P L
12.0' 20.0' 30.0'
2.0' 9.5' 12.0' 14.0'
17.0'
25.0'
60.0'
G U T T E R
C U R B
C U R B
W P L
E P L
G U T T E R
C U R B
C U R B
W P L
E P L
14.0' 22.0'
14.0'
60.0'
NPL
SPL
NPL
SPL
NPLNPL
SPLSPL
NPL
SPL
8x6'T'
8x6RED.
8x4'T'
EXIST. FH
815-2
8x6'T'
EXIST. FH
815-3
8x6'T'
8x6'T'
8"
S D
8"
S D
"S
D
8"
S D
6"GV
4"GV
SHELDON
SUNSET
8" S8" S
S S
S S
8" S 8" S8" S 8" S 8" S8" S 8" S 8" S8" S
8" S
8" S
8" S
SMH
SMHSMH
8"GV
TMH
EMH
EMH EMH
EMH
TMH
TMH
SL
6"GV
SDMH
.0
.0
.0
.0
.0
.0
GUTTER
CURB
T T
8" S
T T
6-6"+8-5"+1-3"E
.0
.0
.0
.0
6"GV
.0
11+00 12+00
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
#1500
#1601-#1607 #1623-#1627 #1663-#1665
DISTRIBUTION NO DATE REVISIONS BY CHKD APVD NO DATE APVDCHKDBYREVISIONS REFERENCE DRAWINGS FILE NO
APPROVED APPROVED
DATE DATE
WATER DISTRIBUTION
SCALE
DISTRICT SHEET
PAGE
E-NUMBER
WORK ORDER NUMBER
DESIGN
DRAWN
CHECKED
SUBMITTED
CHECKED
G. PENARUBIA
G. PENARUBIA
A. QUIZON
THOMAS C.
Y. QU
1"=30' 4 OF 7
N
PERMIT NO
DEPARTMENT OF PUBLIC WORKS
APPROVED FOR CONSTRUCTION
PRINCIPAL ENGINEER
DATE
YANNIE WU-BOWMAN
(DATE DWG WAS CREATED) FEBRUARY 10, 2022
E-1842
54048
S
IE
R R A B
O N
IT
A
S
IE
R R A B
O N
IT
A
VILLA STREET
A V E N U E
M A T C H L
IN
E
S T A T
IO
N
.9
S H E E T
C C
M A T C H L
IN
E
S T A T
IO
N .5
S H E E T
B B
2 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1
FIRST SUBMITTAL TO PW OCTOBER 9, 2023
A V E N U E
A V E N U E
S
IN
A L O A
STA. 12+46.80
INSTALL 12" M.J. GATE VALVE.
STA. 12+50.80
INSTALL 12" 45° M.J. ELBOW.
STA. 12+81.91
INSTALL 12" 45° M.J. ELBOW.
INSTALL APPROXIMATELY 3,774 FEET OF
12-INCH CLASS 52 DUCTILE IRON PIPE.
STA. 12+99.02
INSTALL 12"x8" M.J. TEE.
INSTALL 8" M.J. GATE VALVE.
INSTALL 8" 45° M.J. ELBOW.
INSTALL 8" 45° M.J. ELBOW.
CUT AND REMOVE EXISTING 8" C.I. MAIN AS REQUIRED
TO MAKE CONNECTION TO EXISTING 8" C.I. MAIN
USING ONE 8" STEEL COUPLING.
STA. 12+23.06
INSTALL 12"x6" M.J. TEE TO FACILITATE THE
INSTALLATION OF 6" X 4" X 2 1/2" FIRE HYDRANT PER
DETAIL SHEET C-1327.
REMOVE EXISTING FIRE HYDRANT. ABANDON EXISTING
6" GATE VALVE AND 6" LATERAL.
STA. 18+03.95
INSTALL 12" M.J. GATE VALVE.
STA. 18+26.07
INSTALL 12"x4" M.J. TEE.
CUT AND REMOVE EXISTING 4" C.I. MAIN AS REQUIRED
TO MAKE CONNECTION TO EXISTING 4" C.I. MAIN
USING ONE 4" STEEL COUPLING.
CUT, CAP AND BLOCK EXISTING MAIN USING TWO 4"
CAPS.
STA. 18+63.96
INSTALL 12" M.J. GATE VALVE.
STA. 18+77.90
INSTALL 12"x6" M.J. TEE TO FACILITATE THE
INSTALLATION OF 6" X 4" X 2 1/2" FIRE HYDRANT PER
DETAIL SHEET C-1327.
REMOVE EXISTING FIRE HYDRANT. ABANDON EXISTING
6" GATE VALVE AND 6" LATERAL.
CUT, CAP AND BLOCK EXISTING MAIN USING TWO 8"
CAPS.
CUT, CAP AND BLOCK EXISTING MAIN USING TWO 8"
CAPS.
CUT, CAP AND BLOCK EXISTING MAIN USING TWO 8"
CAPS.
CUT, CAP AND BLOCK EXISTING MAIN USING TWO 8"
CAPS.
STA. 13+18.91
INSTALL 12" M.J. GATE VALVE.
ABANDON APPROXIMATELY 3,435 FEET OF
12-INCH AND 8-INCH CAST IRON PIPE
INSTALLED UNDER W.O. 2468, W.O. 2186, W.O.
1730 AND W.O. 1126.
SPECIAL NOTE:
RENEW DOMESTIC SERVICE LATERAL DUE TO SIZE (<1"), MATERIAL (OTHER
THAN COPPER), AND/OR AGE (INTEGRITY OF EXISTING MATERIAL) AND
CONNECT TO THE NEW 12-INCH WATER MAIN.
WATER SERVICE LATERAL TO BE RECONNECTED TO THE NEW 12-INCH
WATER MAIN.
STA. 12+08.80
INSTALL 12"x6" M.J. TEE.
INSTALL 6" M.J. GATE VALVE.
INSTALL 6" STEEL COUPLING TO FACILITATE THE
CONNECTION OF THE 6" FIRE SERVICE TO THE NEW
12-INCH WATER MAIN.
REMOVE EXISTING 6" GATE VALVE.
REMOVE EXISTING 4" GATE VALVE.
CUT, CAP AND BLOCK EXISTING MAIN USING TWO 8"
CAPS.
INSTALL 4" M.J. GATE VALVE.
CUT, CAP AND BLOCK EXISTING MAIN USING ONE 6"
CAP.
SECOND SUBMITTAL TO PW JANUARY 5, 2024
VILLA STREET
INSTALL APPROXIMATELY 3,774 FEET OF 12-INCH DUCTILE IRON PIPE IN VILLA STREET FROM HILL AVENUE TO PALO VERDE AVENE. ABANDON 3,435 FEET OF 12-INCH AND 8-INCH CAST IRON PIPE INSTALLED IN 1929 (WORK ORDER 2468), 1927 (WORK ORDER 2186), 1925 (WORK ORDER 1730) AND 1923 (WORK ORDER 1126).
715,815,915
THIRD SUBMITTAL TO PW JUNE 2, 2026
6/2/2026
Yannie Wu-Bowman (Jun 22, 2026 09:38:09 PDT)
PWUTL2026-00316
AutoCAD SHX Text
JEFFERSON ELEMENTARY SCHOOL
AutoCAD SHX Text
JEFFERSON PARK
#1726 #1736
#1740-#1746 #1750-#1752 #1766-#1768
#1719 #1727
#1739 #1747
#1775
#4
#1816
#1830
#1838
#1850
#4
S
S S
S S
S
S
S
S
S
S
S S S
S
S
S
S
S
S S
S
" C
M
H . 1
M
" C H
. 1
" C
M
H . 1
M
" C H
. 1
8" C.I.W. W.O. 1126 CML W.O. 6570 8" C.I.W. W.O. 1126 CML W.O. 6570
12" C.I.W.
8" C
.I .W
W
.O
8" C
.I .W
W
.O
C .I .W
W
.O
C .I .W
W
.O
12" C.I.W. W.O. 2186
C .I .W
W
.O
C .I .W
W
.O
12" C.I.W. W.O. 2186
" C
M
H . 1
" C
M
H . 1
" C M
H . 1
" C
M
H . 1
/4
" C
M
H . 1
M
23976 1" C H. 475 1973
M
29481 1" PVC
H. 491 1973
M
/4 " C
H . 1
M
/4 " C
H . 1
M
" C H
. 1
M
" C H
. 1
M
" C H
. 1
M
" C H
. 1
/2
" C
M
H . 1
" C
M
H . 1
" C
M
H . 1
M
/2
" C H
. 1
M
" C H
. 1
M
" C H
. 1
M
" C H
. 1
25208 1" PVC
H. 488 1973
M
25208 1" PVC
H. 488 1973
6-6"+8-5"+1-3"E
-4
"E
8-5"+1-3"E 2-4"+1-3"E6-6"+8-5"+1-3"E 6-6"+2-4"E
-4
"E
6-6"+1-3"E 3-6"E 3-6"E
6-6"+1-3"E
E
8-5"E 8-5"E8-5"E
8-5 "E
6-6"E
-5
"E -5
"E
1-2"E
E
6-6"E
2-4"+8-5"E
-4
"E -4
"E
6-6"E
T T T T T T T T T
T
T
T T T T
T
1/ G
1/ G
1/ G
G G
2" G 2" G 2" G 2" G
1/ G
1/ G
1/ G
1/ G
G2" G 2" G 2" G 2" G 2" G
G
G
G
G
G
G
1" G
8" G 8" G8" G 8" G
8" G
6" G
G
G
G
G
1" G
/4
G
/4
G
1/ G
G
CATV CATV CATVCATV CATV CATVCATV CATV
CATVCATV CATV CATV
C A T V
C A T V
SL SL
SL
SL
S L
S L
S L
S L
S L
S L
T S
T S
T S
TS
S L
S L
SL
SLSL SL
SL
SLSL SL
SLSL SL
SL
SL
SL SLSL
S L
SL
SL
CURB
GUTTER
GUTTER
CURB
CURB
GUTTER
GUTTER
CURB
CURB
GUTTER
GUTTER
CURB
CURB
GUTTER
GUTTER
CURB
CURB
GUTTER
GUTTER
CURB
CURB
GUTTER
GUTTER
CURB
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
10.0' 12.0' 36.0' 43.0'
6.5'
7.0'
7.5' 10.0'
12.0'
50.0'
100.0'
6.
0'
.0
.0
.0
.0
2.
0'
.0
.0
.0
.0
.0
.0
10.0' 12.0' 33.0' 43.0'
47'±
10.0' 12.0'
C U R B
G U T T E R
G U T T E R
C U R B
W P L
E P L
C U R B
G U T T E R
G U T T E R
C U R B
W P L
E P L
C U R B
G U T T E R
G U T T E R
C U R B
W P L
E P L
C U R B
G U T T E R
W P L
G U T T E R
C U R B
E P L
16'±
32'± 38.5'±
102'±
NPL NPL
SPL SPL
NPL
SPL
NPL
SPL
NPL
SPL
TS
TS
TS
TS
W.O. 5089 12x12'X'
12x12'T' 12x12'T'
12x6'T'
12x12'T' 12x6'T'
8"90 L8" C.I.W. W.O. 5084 12x8RED.
12x8RED.
EXIST. FH
815-4 EXIST. FH
915-14
"S
D "S
D 1" S D
1" S D
15"SD
15"SD
15"SD
15"SD
18"SD
8"GV
12"GV
12"GV
8" S8" S 8" S8" S 8" S
SMH
8" S8" S 8" SSMH
8" S
8" S
SMH
8" S
S
S
S
EMH
EMH
TMH
8"GV
6"GV12"GV
12"GV
6"GV
12"GV
EMH
TMH
MH MH
TS
M
.0
.0
.0
.0
.0
.0
31.0'
SL
C A T V
SL
6-6"E
-5
"E
S L
S L
"S
D
G
G
T
"S
D
T E
6-6"E
SL
T
SL
S L
6-6"E
.0
.0
.0
.0
.0
.0
.0
.0
.0
TS
BACK OF WALK
B A C K O
F W
A L K
SMH
.0
.0
.0
21+00 22+00
23+00 24+00 25+00 26+00 27+00 28+00
#1757-#1759 #1767-#1769
#1756-#1758 #1774-#1778
#4
#1817-#1827
#1837-#1841 #1849-#1853
DISTRIBUTION NO DATE REVISIONS BY CHKD APVD NO DATE APVDCHKDBYREVISIONS REFERENCE DRAWINGS FILE NO
APPROVED APPROVED
DATE DATE
WATER DISTRIBUTION
SCALE
DISTRICT SHEET
PAGE
E-NUMBER
WORK ORDER NUMBER
DESIGN
DRAWN
CHECKED
SUBMITTED
CHECKED
G. PENARUBIA
G. PENARUBIA
A. QUIZON
THOMAS C.
Y. QU
1"=30' 5 OF 7
N
PERMIT NO
DEPARTMENT OF PUBLIC WORKS
APPROVED FOR CONSTRUCTION
PRINCIPAL ENGINEER
DATE
YANNIE WU-BOWMAN
(DATE DWG WAS CREATED) FEBRUARY 10, 2022
E-1842
54048
A L L E N
VILLA
M A T C H L
IN
E
S T A T
IO
N
8+ .2
S H E E T
D D
M A T C H L
IN
E
S T A T
IO
N
.9
S H E E T
C C
1 1 1 1 1
1 1
1 1
1 1
12 2 2
FIRST SUBMITTAL TO PW OCTOBER 9, 2023
STREET
A V E N U E
INSTALL APPROXIMATELY 3,774 FEET OF
12-INCH CLASS 52 DUCTILE IRON PIPE.
STA. 22+37.54
INSTALL 12" 45° M.J. ELBOW.
STA. 22+75.72
INSTALL 12" 45° M.J. ELBOW.
STA. 24+96.09
INSTALL 12" M.J. GATE VALVE.
REMOVE EXISTING FIRE HYDRANT. ABANDON EXISTING
6" GATE VALVE AND 6" LATERAL.
CUT, CAP AND BLOCK EXISTING MAIN USING TWO 8"
CAPS.
STA. 25+23.99
INSTALL 12"x8" M.J. TEE.
INSTALL 8" M.J. GATE VALVE.
CUT AND REMOVE EXISTING 8" C.I. MAIN AS REQUIRED
TO MAKE CONNECTION TO EXISTING 8" C.I. MAIN
USING ONE 8" STEEL COUPLING.
STA. 24+20.59
INSTALL 12"x6" M.J. TEE TO FACILITATE THE
INSTALLATION OF 6" X 4" X 2 1/2" FIRE HYDRANT PER
DETAIL SHEET C-1327.
INSTALL 8" 45° M.J. ELBOW.
INSTALL 8" 45° M.J. ELBOW.
CUT, CAP AND BLOCK EXISTING MAIN USING TWO 12"
CAPS.
STA. 25+33.77
INSTALL 12"x12" M.J. TEE.
STA. 25+96.15
INSTALL 12" M.J. GATE VALVE.
CUT AND REMOVE EXISTING 12" C.I. MAIN AS REQUIRED
TO MAKE CONNECTION TO EXISTING 12" C.I. MAIN
USING ONE 12" STEEL COUPLING.
INSTALL 12" M.J. GATE VALVE.
STA. 25+67.99
INSTALL 12"x12" M.J. TEE.
CUT, CAP AND BLOCK EXISTING MAIN USING TWO 12"
CAPS.
CUT, CAP AND BLOCK EXISTING MAIN USING TWO 12"
CAPS.
CUT, CAP AND BLOCK EXISTING MAIN USING TWO 12"
CAPS.
ABANDON APPROXIMATELY 3,435 FEET OF
12-INCH AND 8-INCH CAST IRON PIPE
INSTALLED UNDER W.O. 2468, W.O. 2186, W.O.
1730 AND W.O. 1126.
SPECIAL NOTE:
RENEW DOMESTIC SERVICE LATERAL DUE TO SIZE (<1"), MATERIAL (OTHER
THAN COPPER), AND/OR AGE (INTEGRITY OF EXISTING MATERIAL) AND
CONNECT TO THE NEW 12-INCH WATER MAIN.
WATER SERVICE LATERAL TO BE RECONNECTED TO THE NEW 12-INCH
WATER MAIN.
REMOVE EXISTING 8" GATE VALVE.
REMOVE EXISTING 12" GATE VALVE.
INSTALL 12" 45° M.J. ELBOW.
INSTALL 12" 45° M.J. ELBOW.
CUT, CAP AND BLOCK EXISTING MAIN USING TWO 12"
CAPS.
INSTALL 12" M.J. GATE VALVE.
CUT AND REMOVE EXISTING 12" C.I. MAIN AS REQUIRED
TO MAKE CONNECTION TO EXISTING 12" C.I. MAIN
USING ONE 12" STEEL COUPLING.
CUT, CAP AND BLOCK EXISTING MAIN USING TWO 12"
CAPS.
INSTALL 12" 45° M.J. ELBOW.
INSTALL 12" 45° M.J. ELBOW.
REMOVE EXISTING FIRE HYDRANT. ABANDON EXISTING
6" GATE VALVE AND 6" LATERAL.
STA. 26+53.09
INSTALL 12"x6" M.J. TEE TO FACILITATE THE
INSTALLATION OF 6" X 4" X 2 1/2" FIRE HYDRANT PER
DETAIL SHEET C-1327.
ABANDON APPROXIMATELY 3,435 FEET OF
12-INCH AND 8-INCH CAST IRON PIPE
INSTALLED UNDER W.O. 2468, W.O. 2186, W.O.
1730 AND W.O. 1126.
INSTALL APPROXIMATELY 3,774 FEET OF
12-INCH CLASS 52 DUCTILE IRON PIPE.
SECOND SUBMITTAL TO PW JANUARY 5, 2024
VILLA STREET
INSTALL APPROXIMATELY 3,774 FEET OF 12-INCH DUCTILE IRON PIPE IN VILLA STREET FROM HILL AVENUE TO PALO VERDE AVENE. ABANDON 3,435 FEET OF 12-INCH AND 8-INCH CAST IRON PIPE INSTALLED IN 1929 (WORK ORDER 2468), 1927 (WORK ORDER 2186), 1925 (WORK ORDER 1730) AND 1923 (WORK ORDER 1126).
715,815,915
THIRD SUBMITTAL TO PW JUNE 2, 2026
6/2/2026
Yannie Wu-Bowman (Jun 22, 2026 09:38:09 PDT)
PWUTL2026-00316
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
VALERO GAS STATION
AutoCAD SHX Text
RAISED MEDIAN ISLAND
AutoCAD SHX Text
RAISED MEDIAN ISLAND
AutoCAD SHX Text
MARKET
AutoCAD SHX Text
LINDA ROSA
AutoCAD SHX Text
MOBIL GAS STATION
AutoCAD SHX Text
SERVICES-PASADENA
AutoCAD SHX Text
A. GERMAN AUTO
AutoCAD SHX Text
PUEBLA TACOS #2
AutoCAD SHX Text
(FAMILY RESTAURANT)
AutoCAD SHX Text
(MEXICAN FOOD)
AutoCAD SHX Text
SAMAR'S
AutoCAD SHX Text
MEDITERRANEAN CUISINE
AutoCAD SHX Text
RESTAURANT
AutoCAD SHX Text
SUPER CORTES
AutoCAD SHX Text
ROSY
#1854-#1860 #1864
#1870
#1888 #1894
#1920
#1865 #1887 #1895 #1901
#1915 #1921
#5
#1940 #1946-#1948 #1958
#1933
#1945
#1955
S
S
S
S
S
S S
S S
S
S
S S S
S
S
S
S
S S S
S
S
" C
M
H . 1
M
" C H
. 1
12" C.I.W. W.O. 2186
D .I .W
W
.O
D .I .W
W
.O
12" C.I.W. W.O. 2186
16" C.S.W. W.O. 5783 16" C.S.W. W.O. 5783
C .S
.W
W .O
C .S
.W
W .O
" C
M
H . 1
" C
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" C H
. 1
6-6"E 8-5"+1-3"E 6-6"E 6-6"E
1-
-4
"E 1- "E
-4
"E
-4
"E
1-4"E
8-5"+1-3"E
3-6"E 3-6"E 6-6"E
-4
"E
-4
"E
-4
"E
-4
"E
6-6"+8-5"+1-3"E
T T T T T
T T
T
8" G
1/ G
1/ G
G 1" G 1/ G
1/ G
1/ G
G
1/ G
1/ G
1/ G
8" G 8" G 8" G 8" G
1" G
1" G
1/ G
8" G
G
G
1/ G
SL SL SL
SLSL SL
SLSL SL SLSL
SL SL SL
SLSL SL SL
SLSL SL SLSL SL
S L
S L
SLSL SL
SLSL SL
SL SL
SLSL
SL
SL
S L
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
CURB
GUTTER
GUTTER
CURB
CURB
GUTTER
GUTTER
CURB
CURB
GUTTER
GUTTER
CURB
CURB
GUTTER
GUTTER
CURB
CURB
GUTTER
GUTTER
CURB
12.0' 14.0'
14.0'
22.0'
27.0' 60.0'
C U R B
G U T T E R
W P L
G U T T E R
C U R B
E P L
C U R B
W P L
C U R B
E P L
14.0' 16.0' 19.0'
14.0' 16.0'
60.0'
C U R B
G U T T E R
G U T T E R
C U R B
W P L
E P L
C U R B
G U T T E R
G U T T E R
C U R B
W P L
E P L
NPL NPL
SPL SPL
NPL
SPL
NPL
SPL
24x16RED.
24x16RED.
16x16'T'
12x6'T'
EXIST. FH
915-10
"S
D
30"SD 30"SD
15"S D
21"SD
15"SD
16"GV
12"GV
16"GV
16"GV
8" S8" S
SMH
8" S 8" S 8" S
SMH
8" S 8" S 8" S
SMH
8" S
EMH
TMH
EMH
EMH
TMH
6"GV
SDMH
TMH
SDMH
T T
.0
.0
.0
.0
.0
15"
SD
15"SD
SLSL SL SL SL
SL
8" GT T
SL
S L
8" G
6-6"E 6-6"E
8" S
T
SL SL
SL SL
SL
12" C.I.W. W.O. 2186
SL
T T
T
SL
8" G
6-6"+8-5"+1-3"E
7.
0'
.0
.0
.0
.0
.0
.0
6.
0'
9.
0'
.0
.0
.0
.0
.0
.0
29+00
30+00 31+00 32+00
33+00
34+00
#1859-#1861
#1869-#1871 #1879-#1881
#1878-#1880 #1900-#1908
DISTRIBUTION NO DATE REVISIONS BY CHKD APVD NO DATE APVDCHKDBYREVISIONS REFERENCE DRAWINGS FILE NO
APPROVED APPROVED
DATE DATE
WATER DISTRIBUTION
SCALE
DISTRICT SHEET
PAGE
E-NUMBER
WORK ORDER NUMBER
DESIGN
DRAWN
CHECKED
SUBMITTED
CHECKED
G. PENARUBIA
G. PENARUBIA
A. QUIZON
THOMAS C.
Y. QU
1"=30' 6 OF 7
N
PERMIT NO
DEPARTMENT OF PUBLIC WORKS
APPROVED FOR CONSTRUCTION
PRINCIPAL ENGINEER
DATE
YANNIE WU-BOWMAN
(DATE DWG WAS CREATED) FEBRUARY 10, 2022
E-1842
54048
P A L O V
E R D E
VILLA
M A T C H L
IN
E
S T A T
IO
N
8+ .2
S H E E T
D D
1 1 1 12 2 2 2 2 2 2
2 2 21 1 1 1 1
FIRST SUBMITTAL TO PW OCTOBER 9, 2023
STREET
A V E N U E
INSTALL APPROXIMATELY 3,774 FEET OF
12-INCH CLASS 52 DUCTILE IRON PIPE.
STA. 32+37.67
INSTALL 12" 45° M.J. ELBOW.
STA. 32+09.38
INSTALL 12" 45° M.J. ELBOW.
STA. 29+08.62
INSTALL 12" 45° M.J. ELBOW.
STA. 29+18.52
INSTALL 12" 45° M.J. ELBOW.
REMOVE EXISTING FIRE HYDRANT. ABANDON EXISTING
6" GATE VALVE AND 6" LATERAL.
STA. 33+23.45
INSTALL 12"x6" M.J. TEE TO FACILITATE THE
INSTALLATION OF 6" X 4" X 2 1/2" FIRE HYDRANT PER
DETAIL SHEET C-1327.
STA. 53+32.22
INSTALL 12" M.J. GATE VALVE.
CUT, CAP AND BLOCK EXISTING MAIN USING TWO 16"
CAPS.
CUT AND REMOVE EXISTING 16" D.I. MAIN AS REQUIRED
TO MAKE CONNECTION TO EXISTING 16" D.I. MAIN
USING ONE 16" STEEL COUPLING.
INSTALL 16" M.J. GATE VALVE.
INSTALL 16" 45° M.J. ELBOW.
CUT, CAP AND BLOCK EXISTING MAIN USING TWO 16"
CAPS.
INSTALL 16" 45° M.J. ELBOW.
INSTALL 24" X 16" M.J. REDUCER.
CUT AND REMOVE EXISTING 24" C.S. MAIN AS
REQUIRED TO MAKE CONNECTION TO EXISTING 24"
C.S. MAIN USING ONE 24" STEEL COUPLING.
CUT, CAP AND BLOCK EXISTING MAIN USING TWO 12"
CAPS.
CUT, CAP AND BLOCK EXISTING MAIN USING TWO 16"
CAPS.
CUT, CAP AND BLOCK EXISTING MAIN USING TWO 16"
CAPS.
ABANDON APPROXIMATELY 3,435 FEET OF
12-INCH AND 8-INCH CAST IRON PIPE
INSTALLED UNDER W.O. 2468, W.O. 2186, W.O.
1730 AND W.O. 1126.
SPECIAL NOTE:
RENEW DOMESTIC SERVICE LATERAL DUE TO SIZE (<1"), MATERIAL (OTHER
THAN COPPER), AND/OR AGE (INTEGRITY OF EXISTING MATERIAL) AND
CONNECT TO THE NEW 12-INCH WATER MAIN.
WATER SERVICE LATERAL TO BE RECONNECTED TO THE NEW 12-INCH
WATER MAIN.
SECOND SUBMITTAL TO PW JANUARY 5, 2024
LOCATION
SIZE &
KIND
MEASURED
FOREMAN'S REPORT
12" D.I.
12" C.I.
VILLA STREET (INSTALLED)
VILLA STREET (ABANDONED)
8" C.I. VILLA STREET (ABANDONED)
CHLORINATION RISERS
DATE REMOVED
BILL OF MATERIALS
FEET OF 12 INCH CLASS 52 DUCTILE IRON PIPE3,774
12 INCH 90° M.J. ELBOW1
16 INCH M.J. CAPS8
4 INCH M.J. CAPS
2 INCH CHLORINATION TAPS WITH RISERS
12 INCH M.J. GATE VALVES
6 INCH M.J. GATE VALVES
4 INCH M.J. GATE VALVES
GATE CANS WITH COVERS
12 INCH X 8 INCH M.J. TEES
12 INCH X 6 INCH M.J. TEES
12 INCH X 4 INCH M.J. TEES
FIRE HYDRANT, VALVE AND LATERAL
* MISCELLANEOUS MATERIAL AS REQUIRED
W.O. 54048
4 6 INCH COUPLINGS
2 4 INCH COUPLINGS
8 INCH M.J. CAPS20
6 INCH M.J. CAPS6
4 12 INCH X 12 INCH M.J. TEES
3 8 INCH COUPLINGS
1 12 INCH TAPPING GATE VALVE
18 12 INCH 45° M.J. ELBOWS
2 12 INCH 22.5° M.J. ELBOWS
2 16 INCH 45° M.J. ELBOWS
6 8 INCH 45° M.J. ELBOWS
4 6 INCH 45° M.J. ELBOWS
12 INCH M.J. CAPS28
3 8 INCH M.J. GATE VALVES
1 24 INCH X 16 INCH M.J. REDUCER
1 24 INCH COUPLING
2 16 INCH COUPLINGS
4 12 INCH COUPLINGS
1 16 INCH M.J. GATE VALVE
INSTALL 24"X12" M.J. TAPPING SLEEVE WITH 12" M.J.
TAPPING GATE VALVE.
STA. 33+69.48
INSTALL 12"x12" M.J. TEE TO FACILITATE THE
INSTALLATION OF 12" BYPASS.
INSTALL 12" 90° M.J. ELBOW.
STA. 33+83.72
INSTALL 12" 45° M.J. ELBOW.
CUT, CAP AND BLOCK EXISTING MAIN USING TWO 12"
CAPS.
CUT, CAP AND BLOCK EXISTING MAIN USING TWO 12"
CAPS.
STA. 34+04.93
INSTALL 12" 45° M.J. ELBOW.
STA. 34+08.23
INSTALL 12" M.J. GATE VALVE.
CUT AND REMOVE EXISTING 16" D.I. MAIN AS REQUIRED
TO MAKE CONNECTION TO EXISTING 16" D.I. MAIN
USING ONE 16" STEEL COUPLING.
REMOVE EXISTING 12" GATE VALVE.
REMOVE EXISTING 16" GATE VALVE.
REMOVE EXISTING 16" GATE VALVE.
REMOVE EXISTING 6" GATE VALVE.
VILLA STREET
INSTALL APPROXIMATELY 3,774 FEET OF 12-INCH DUCTILE IRON PIPE IN VILLA STREET FROM HILL AVENUE TO PALO VERDE AVENE. ABANDON 3,435 FEET OF 12-INCH AND 8-INCH CAST IRON PIPE INSTALLED IN 1929 (WORK ORDER 2468), 1927 (WORK ORDER 2186), 1925 (WORK ORDER 1730) AND 1923 (WORK ORDER 1126).
715,815,915
THIRD SUBMITTAL TO PW JUNE 2, 2026
6/2/2026
Yannie Wu-Bowman (Jun 22, 2026 09:38:09 PDT)
PWUTL2026-00316
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text 5'
Size (Inches)
Existing Meter
Hill Ave. 3/4 3/4 1296509 1 16317
Size (Inches)
Existing Service
Existing Meter No. Size (Inches)
New Service
Lateral No.Address
1431 E. Villa St. 162753/4 3/4 1028464 1
SEE SHEET 2 OF 7
Size (Inches)
Existing Meter
E. Villa St. 1 1 10537418 1 24249
Size (Inches)
Existing Service
Existing Meter No. Size (Inches)
New Service
Lateral No.Address
E. Villa St.
E. Villa St.
E. Villa St.
E. Villa St.
E. Villa St.
E. Villa St.
E. Villa St.
E. Villa St.
E. Villa St.
E. Villa St.
3/4 1 14875140 1 21866
3/4 1 20051183 1 21585
1900 E. Villa St.
1901 E. Villa St.
20541
22317
21991
20421
20420
23480
23483
46836
21852
20418
1 1 1
3/4 1 1
5/8 1 1
3/4 3/4 1
5/8 1 1
3/4 1 1
3/4 1 1
1 1 1
1 1 1
1 1 1
20040741
14879036
14654703
20040568
40419183
14875494
14879157
34249122
34249123
11544014
1915 E. Villa St.
1920 E. Villa St.
1921 E. Villa St.
20417
29319
20416
3/4 3/4 1
1 1 1
1 1 1
13255974
1472732
5979197
SEE SHEET 6 OF 7
Size (Inches)
Existing Meter
E. Villa St. 3/4 1 1351890 1 16161
Size (Inches)
Existing Service
Existing Meter No. Size (Inches)
New Service
Lateral No.Address
E. Villa St.
E. Villa St.
E. Villa St.
E. Villa St.
E. Villa St.
E. Villa St.
E. Villa St.
E. Villa St.
E. Villa St.
E. Villa St.
3/4 3/4 1097174 1 17451
1 1 37071234 1 16314
1570 E. Villa St.
1570 E. Villa St.
17394
17259
19871
49217
45433
45454
42635
33561
3/4 1 1
3/4 1 1
3/4 3/4 1
3/4 1 1
3/4 1 1
6 6 6
2 2 2
4 4 4
2 2 2
2 2 2
14875314
1235457
13894862
1296581
1296578
0102221323
92538769
Fire Service
1028383
92314923
SEE SHEET 3 OF 7
Size (Inches)
Existing Meter
N. Sierra Bonita Ave. 3/4 3/4 1296585 1 21439
Size (Inches)
Existing Service
Existing Meter No. Size (Inches)
New Service
Lateral No.Address
N. Sierra Bonita Ave.
E. Villa St.
E. Villa St.
E. Villa St.
E. Villa St.
E. Villa St.
E. Villa St.
E. Villa St.
E. Villa St.
E. Villa St.
1646 E. Villa St.
1655 E. Villa St.
1656 E. Villa St.
1660 E. Villa St.
1665 E. Villa St.
1666 E. Villa St.
1671 E. Villa St.
1676 E. Villa St.
1681 E. Villa St.
18158
49225
20428
20427
19851
20426
19852
20425
19853
19861
20423
19854
19855
20422
19856
21802
19857
20382
19858
3/4 1 1296582 1
6 6 0102231252 6
1 1 32182710 1
3/4 3/4 1351819 1
3/4 1 1351887 1
1 1 34198220 1
3/4 1 1351888 1
3/4 1 1097166 1
3/4 1 1296576 1
1 1 47311768 1
3/4 1 99518535 1
3/4 1 14875348 1
1 1 35315019 1
1 1 37071102 1
3/4 1 98412261 1
3/4 1 1351886 1
1 1 37071242 1
3/4 1 1351879 1
3/4 1 14879494 1
1686 E. Villa St.
1700 E. Villa St.
1701 E. Villa St.
1706 E. Villa St.
1709 E. Villa St.
1716 E. Villa St.
1719 E. Villa St.
1726 E. Villa St.
19859
20436
19860
19872
19863
20435
19864
3/4 1 1235508 1
3/4 1 11544430 1
3/4 1 14879537 1
1 1 32856791 1
1 1 37071241 1
1 1 14909820 1
3/4 1 1296677 1
3/4 1 1351821 1
20424
SEE SHEET 4 OF 7
Size (Inches)
Existing Meter
N. Allen Ave. 1 1 32998736 1 23976
Size (Inches)
Existing Service
Existing Meter No. Size (Inches)
New Service
Lateral No.Address
N. Allen Ave.
E. Villa St.
E. Villa St.
E. Villa St.
E. Villa St.
E. Villa St.
E. Villa St.
E. Villa St.
E. Villa St.
E. Villa St.
1766 E. Villa St.
1767 E. Villa St.
1775 E. Villa St.
1776 E. Villa St.
1816 E. Villa St.
1817 E. Villa St.
1825 E. Villa St.
1830 E. Villa St.
1838 E. Villa St.
29481
43387
19865
20433
19867
21157
19868
19869
10388
19870
20431
20430
29439
44769
44770
29348
22700
20401
1 1 35635436 1
1 1 37071233 1
1 1 13909695 1
3/4 1 20040145 1
3/4 1 1351822 1
3/4 1 2092596 1
1 1 37071101 1
1 1 37071245 1
1 1 32998683 1
3/4 1 1351889 1
1 1 37071236 1
3/4 3/4 1296503 1
3/4 3/4 1296514 1
3/4 3/4 1296575 1
1 1/2 1 1/2 9195268 1 1/2
1 1/2 1 1/2 14911596 1 1/2
2 2 12507134 2
1 1 32182610 1
3/4 1 13255934 1
1841 E. Villa St.
1849 E. Villa St.
1850 E. Villa St.
32883
27532
3/4 1 14879037 1
1 1 47200542 1
1 1 10617511 1
20432
SEE SHEET 5 OF 7
1859 E. Villa St. 203993/4 1 14879064 1
DISTRIBUTION NO DATE REVISIONS BY CHKD APVD NO DATE APVDCHKDBYREVISIONS REFERENCE DRAWINGS FILE NO
APPROVED APPROVED
DATE DATE
WATER DISTRIBUTION
SCALE
DISTRICT SHEET
PAGE
E-NUMBER
WORK ORDER NUMBER
DESIGN
DRAWN
CHECKED
SUBMITTED
CHECKED
G. PENARUBIA
G. PENARUBIA
A. QUIZON
THOMAS C.
Y. QU
1"=30' 7 OF 7
(DATE DWG WAS CREATED) FEBRUARY 10, 2022
E-1842
54048
FIRST SUBMITTAL TO PW OCTOBER 9, 2023
SECOND SUBMITTAL TO PW JANUARY 5, 2024
VILLA STREET
INSTALL APPROXIMATELY 3,774 FEET OF 12-INCH DUCTILE IRON PIPE IN VILLA STREET FROM HILL AVENUE TO PALO VERDE AVENE. ABANDON 3,435 FEET OF 12-INCH AND 8-INCH CAST IRON PIPE INSTALLED IN 1929 (WORK ORDER 2468), 1927 (WORK ORDER 2186), 1925 (WORK ORDER 1730) AND 1923 (WORK ORDER 1126).
715,815,915
THIRD SUBMITTAL TO PW JUNE 2, 2026
6/2/2026
Phase 2 Water Main on Villa St from Hill Ave to Palo Verde Ave Final Audit Report 2026-06-22
Created: 2026-06-22
By: David Wong (dawong@cityofpasadena.net)
Status: Signed
Transaction ID: CBJCHBCAABAAJIcB8pj4yAVspwQU6yc2aKtTFiYbTUHa
"Phase 2 Water Main on Villa St from Hill Ave to Palo Verde Ave " History
Document created by David Wong (dawong@cityofpasadena.net) 2026-06-22 - 4:27:37 PM GMT- IP address: 204.89.11.102
Document emailed to Yannie Wu-Bowman (YWu-Bowman@cityofpasadena.net) for signature
2026-06-22 - 4:30:11 PM GMT
Document e-signed by Yannie Wu-Bowman (YWu-Bowman@cityofpasadena.net) Signature Date: 2026-06-22 - 4:38:09 PM GMT - Time Source: server- IP address: 204.89.11.102 - Signature Appearance Selected: DRAW
Agreement completed.
2026-06-22 - 4:38:09 PM GMT
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File details come from the government source that posted it. Updated .