Agenda — Cudahy City Council, June 16, 2026 (part 5 of 5)

CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 88 of 183 Page 622 of 811 Bridge Inspection Report

ELEMENT CONDITION STATE DATA
Str Unit Element No. Description Total Qty St. 1 St. 2 St. 3 St. 4 Quantity in each Condition State
Envt Units
2 16 2 Re Conc Top Flange sq.m 2,467 2,467 0 0 0
Note No significant issues were observed.
521 2 Conc Prot Coating sq.m 1,930 1,930 0 0 0
Note The deck was previously sealed.
2 110 2 Re Conc Opn Girder/Beam m 1,161 1,161 0 0 0
Note No significant issues were observed.
2 161 2 Stl Pin Pin/Han both each 32 0 32 0 0
Note
1000 2 Corrosion each 32 0 32 0 0
Note There is freckled rust and corrosion on steel.
2 210 2 Re Conc Pier Wall m 68 68 0 0 0
Note No significant issues were observed.
2 215 2 Re Conc Abutment m 34 34 0 0 0
Note No significant issues were observed.
2 227 2 Re Conc Pile ea. 1 1 0 0 0
The Pile element is included to indicate the presence of Piles on this structure. The Piles were not exposed for visual inspection. No indication of pile distress was noted in any substructure element.

Note
2 301 2 Pourable Joint Seal m 146 146 0 0 0
Note No significant issues were observed.
2 308 2 Steel Sliding Plates m. 51 51 0 0 0
Note No sinificant issues were observed.
2 311 2 Moveable Bearing each 16 8 8 0 0
Note
1000 2 Corrosion each 8 0 8 0 0
Note There is freckled rust and corrosion on steel bearings. 2 330 2 Metal Bridge Railing m 298 298 0 0 0
Note No significant issues were observed.

The bridge is assumed to run from west to east.

Bridge jurisdiction is 100% City of Cudahy.

LA County Bridge #0777.

BRIDGE NOTES
LA County BIR, v6 Bridge Key: Tue 03/10/2020 16:47:16 53C0158 INSP KEY: ZWTM

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CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 89 of 183 Page 623 of 811 Bridge Inspection Report
12/17/2019 1
þ
o

INSPECTION DETAILS
Inspection Date: Type:

Scope:

Fracture Critical:

Element:

INSPECTION NOTES
NBI: þ
Underwater: o
Other: o
Regular NBI
Inspector: Richard Dergazarian
LA County BIR, v6 Bridge Key: Tue 03/10/2020 16:47:16 53C0158 INSP KEY: ZWTM

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CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 90 of 183 Page 624 of 811 Bridge Inspection Report

SCOPE AND ACCESS
The deck and sidewalks were inspected, but substructure inspection was partially hindered at abutments due to transients and their belongings underneath. The entire bridge can be inspected by foot. Only Span # 3 had water flowing during this inspection.

All elements were inspected.

MISCELLANEOUS
There is transient occupation at the east abutment. Also, at the same location there is soot and burned debris between girders # 6 and # 8. 12-21-11. and 12-17-19.

REVISIONS
Item # 115, Year of future ADT, has been updated from 2037 to 2040.

DECK AND ROADWAY
The south sidewalk has a 6 inch spall.

The south and north sidewalk soffits in span # 2 have one spall each. The spalls measure 18 inches in length. 12-30-13. Verified 12-12-17. 12-17-19.

There are 2 spalls with exposed rebar in the soffit of the north sidewalk of span # 5.

SUPERSTRUCTURE
The suspension hangers, pins, and bearing assemblies are rusted. The paint system has failed,but any section loss due to active corrosion does not yet warrant structural analysis of either the element of the bridge. 12-12-17. 12-17-19

SUBSTRUCTURE
No significant issues were observed.

CALTRANS
A Special Feature Inspection was perform on 7-19-2016 by the Office of Specialty Investigations. The Pin and Hanger assemblies in Span # 3 were inspected. No Fractures or Cracks were found.. The Inspection Frequency is every 48 months. Next inspection is around 7-19-2020.

SAFE LOAD CAPACITY
A Load Rating Summary Sheet dated 06/12/2013 is on file for this structure. While this report does not include a check of that analysis, it does verify that the structural conditions observed during this inspection are consistent with those assumed in that analysis.

RECOMMENDATIONS
Patch spalls on sidewalk soffits.

Patch sidewalk spall.

Remove transients at both abutments and near pier walls.

NOTICE
The bridge inspection condition assessment used for this inspection is based on the American Association of State Highway and Transportation Officials (AASHTO) Bridge Element Inspection Manual 2013 as defined in Moving Ahead for Progress in the 21st Century (MAP-21) federal law. The new element inspection methodology may result in changes to related condition and appraisal ratings on the bridge without significant physical changes at the bridge.

The element condition information contained in this report represents the current condition of the bridge based on the most recent routine inspections. Some of the notes presented below may be from an inspection that occurred prior to the date noted in this report. Refer to the Scope and Access section of this inspection report for a description of which portions of the bridge were inspected on this date.

LA County BIR, v6 Bridge Key: Tue 03/10/2020 16:47:16 53C0158 INSP KEY: ZWTM

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CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 91 of 183 Page 625 of 811 Bridge Inspection Report

REPORT CERTIFICATION
Team Leader: Richard Dergazarian
Report Author:

Shaoli Xu (Registered Civil Engineer)
Inspected By: Richard Dergazarian
Shaoli Xu
LA County BIR, v6 Bridge Key: Tue 03/10/2020 16:47:16 53C0158 INSP KEY: ZWTM

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CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 92 of 183 Page 626 of 811 ADDENDUM TO BRIDGE INSPECTION REPORT:

St. Br. No.: 53C-0158
LA County Br. No. 0777 Date of Inspection: 12/17/2019
03/11/2020 7:44 AM
P:\ddpub\Structures\BRIDGE INSPECTION UNIT\BRIDGE\ZBRIDGES\CUD\Cycle 19-21\0777_19.docx Page 3 of 3 Photo 5 – Span #2 Sidewalk Soffit Spall
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 95 of 183 Page 629 of 811 CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 96 of 183 Page 630 of 811 CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 97 of 183 Page 631 of 811 CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 98 of 183 Page 632 of 811 CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 99 of 183 Page 633 of 811 CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 100 of 183 Page 634 of 811 CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 101 of 183 Page 635 of 811 CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 102 of 183 Page 636 of 811 CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 103 of 183 Page 637 of 811 Printed on: Thursday 05/19/2022 11:14 AM Page 1 of 53C0158/AAAG/74856 Los Angeles County Public Works
8 Routine-Roadway View (12/13/2021) Routine-Elevation View (12/13/2021) Routine-Underside View (12/13/2021) Routine-Map View (12/30/2021)

PHOTOGRAPH IDENTIFICATION
LOCATION 0.3MI S/O FLORENCE AVE
TEAM LEADER Richard Dergazarian

FACILITY CARRIED CLARA ST
No.

REPORT AUTHOR Richard Dergazarian

FEATURE INTERSECTED LOS ANGELES RIV

BRIDGE LOCATION INFORMATION
LATITUDE 33°57'50.22"
Wein N. Chu (Registered Civil Engineer)
INSPECTED BY R.Dergazarian/S.Xu

CULVERT N N/A (NBI)
DECK 7 GOOD
SUBSTRUCTURE 7 GOOD
SUPERSTRUCTURE 7 GOOD SUFFICIENCY RATING 80.9

STRUCTURALLY DEFICIENT (SD) STATUS NOT SD
2,467

PAINT CONDITION N/A

STRUCTURAL HEALTH CONDITION SUMMARY INFORMATION
STRUCTURE EVALUATION 5 ABOVE MIN TOLERABLE
LONGITUDE 118°10'18.42"
SCOUR 8 STABLE ABOVE FOOTING
INVENTORY RTE(ON/UNDER) ON 1500L6770
POSTMILE 0

ON NATIONAL HIGHWAY SYSTEM NOT ON NHS
(9)
(11)
(16)
(17)
(7)
(6)
(5)
(104)
(58)
(59)
(60)
(62)
(67) (113)
Routine Inspection

BRIDGE INSPECTION REPORT
Wein N.

Chu
09/30/2022
CIVIL
79563
5/19/2022
Date
Exp.

BRIDGE NO.:
53C0158 (0777)
STRUCTURE NAME:

LOS ANGELES RIV December 13, 2021
INSPECTION DATE:

DECK AREA (M) 2
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 104 of 183 Page 638 of 811 Printed on: Thursday 05/19/2022 11:14 AM Page 2 of 53C0158/AAAG/74856 Los Angeles County Public Works
8 SCOPE AND ACCESS
A complete visual inspection was performed by foot for the Deck, Superstructure and Substructure. Binoculars were used to aid in the

INSPECTION COMMENTARY
RC deck and eight parabolic T-girders, with the center span in suspension, two pins per hinge and two hinges per girder on four RC piers and open end seat abutments all on PCC piles.
(W) 84.8 ft, 3 @ 100 ft, 84.8 ft (E)

STRUCTURE DESCRIPTION

SPAN CONFIGURATION
(53)LOS ANGELES
07 (17498) CUDAHY

BORDER BRIDGE STRUCTURE NUMBER

BORDER BRIDGE STATE CODE

COUNTY CODE

HIGHWAY DISTRICT

STATE NAME

PLACE CODE
% SHARE

AGENCY INFORMATION

CONSTRUCTION INFORMATION
N/A

YEAR BUILT

YEAR MODIFIED

LENGTH (M)
JOINTS
1939
SKEW
NO. OF HINGES
145.1
3 5 0

MAIN SPANS
APPR SPANS 0
5 LOAD CAPACITY

DESIGN LOAD

INVENTORY RATING

OPERATING RATING

CALC METHOD

CALC METHOD
0 UNKNOWN
RF=0.67 =>21.7 metric tons
RF=1.13 =>36.6 metric tons
1 LF LOAD FACTOR
1 LF LOAD FACTOR

PERMIT RATING

POSTING LOADS
Legal
Type 3
Type 3S2
Type 3-3
Legal
Legal
GOXXX
MAX SPAN (M) 30.5
Unimpaired 30.48 M

MINIMUM VERTICAL CLEARANCE MINIMUM LATERAL UNDERCLEARANCE STR FLARE 0-NO

NBIS BR LENGTH Y
STRUCTURE TYPE MAIN 2: CONCRETE CONT
DESIGN TYPE MAIN 04: TEE BEAM
STRUCTURE TYPE APPR 0: OTHER/ NOT APPLICABLE
DESIGN TYPE APPR 00: OTHER/NOT APPLICABLE

BRIDGE POSTING

STRUCTURE STATUS
(56) MIN LAT UNDERCLEAR LT 0.0 M
(53) MIN VERT CLEAR OVER BRIDGE RDWY (55) MIN LAT UNDERCLEAR RT REF 0.0 M (54) MIN VERT UNDERCLEAR REF 0.00 M
5 AT/ABOVE LEGAL LOADS

A-OPEN, NO RESTRICTION

N-NOT H/RR

INSPECTION INFORMATION
CRITICAL FEATURE INSPECTION (93) CFI DATE

FRACTURE CRITICAL INSP N-NO MO A)
OTHER SPECIAL INSP Y-YES 48 MO C) 06/20

UNDERWATER INSP N-NO MO B)
INSPECTION DATE 12/21 (91) FREQUENCY 24 MO
MAINTAIN 04 CITY OR MUNICIPAL HI
OWNER 04 CITY OR MUNICIPAL HI
Safe
Loads
N/A
N/A
N/A
Existing
Ordinance/Order
N/A
N/A
Posting
Signs
U.S. Tons
U.S. Tons
U.S. Tons
Speed 40 N/A N/A MPH
Additional Ordinance/Order Requirements
Additional Signs
Load Rating Summary Date
Load Rating Type
02/11/20
CALIFORNIA 069

N/A N/A
N/A
N/A
N/A
Posting Date N/A
(1)
(2)
(3)
(4)
(21)
(22)
(98)
(99)
(90)
(92)
A)
B)
C)
(27)
(106)
(34)
(49)
(112)
(45)
(46)
(48)
(35)
(43a)
(43b)
(44a)
(44b)
(31)
(66)
(64)
(41)
(65)
(63)
(70)

OPERATIONAL INFORMATION

CONDITION INFORMATION
OVERLAY THICKNESS 0 inches
Load Rating Tool - Date Virtis Load Rating Software - 09/30/03 Calculated
N/A

STRUCTURE OVERVIEW
NONE
NONE
100% City of Cudahy
% Ownership Owner/Agency
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 105 of 183 Page 639 of 811 Printed on: Thursday 05/19/2022 11:14 AM Page 3 of 53C0158/AAAG/74856 Los Angeles County Public Works
8 UNDERWATER INVESTIGATION DETAILS - NOT APPLICABLE FOR THIS BRIDGE.

STEEL INVESTIGATION DETAILS
This structure qualifies for an in-depth Steel investigation because it possesses the following fracture critical or fatigue prone details :

Other with Pin and Hanger Assemblies
inspection of Superstructure at times. Light water was flowing during this routine inspections in Spans # 2,3 and # 4. All areas were inspected.

REVISIONS
Item # 115, Year of Future ADT was updated from 2040 to 2041.

MISCELLANEOUS
There are P.E.H. (People Experiencing Homelessness) living at abutments with their belongings and debris. There is evidence of previsous fires near abutments by the soot on the soffits.

SPECIAL FEATURE MEMBER INSPECTION
A Special Feature Member Inspection was performed by The Office of Specialty Investigation from Caltrans on 6-16-2020. A Lift Truck was used from the concrete lined river bed. No fractures or cracks were found at that time.

SAFE LOAD CAPACITY
A Load Rating Summary Sheet dated 2-11-2020 is on file for this structure. While this report does not include a check of that analysis, it does verify that the structural conditions observed during this inspection are consistent with those assumed in that analysis.

RECOMMENDATIONS
Re-locate P.E.H.living underneath the structure at abutments to a safer area. Clear debris at those locations to reduce the risk of potential future fires.

Repair spalls on Girder # 5 at Span # 5

INSPECTION COMMENTARY
SFI Required Yes Last SFI 06/16/2020 SFI Freq. 48 months Next SF Inspection 06/16/2024

CONDITION INFORMATION

SPECIAL INSPECTION INFORMATION
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 106 of 183 Page 640 of 811 Printed on: Thursday 05/19/2022 11:14 AM Page 4 of 53C0158/AAAG/74856 Los Angeles County Public Works
8 TYPE OF MEMBRANE

TYPE OF DECK PROTECTION

DECK STRUCTURE TYPE

TYPE OF WEARING SURFACE

WEARING SURFACE / PROTECTIVE SYSTEM
AVERAGE DAILY TRAFFIC 16274
YEAR OF ADT 2012
BYPASS, DETOUR LENGTH 3 KM
(109) TRUCK ADT % 1 %
FUTURE ADT 19529
YEAR OF FUTURE ADT 2041
HISTORICAL SIGNIFICANCE 5: NOT ELIGIBLE FOR NRHP
0-NONE
0-NONE
0-NONE
1-CIP CONCRETE

DECK STRUCTURE INFORMATION

17.0 M

13.3 M

DECK AND ROADWAY
LANES 2
40 0-NOT ON NHS

PARALLEL STRUCTURE

TEMPORARY STRUCTURE

DEFENSE HIGHWAY

FUNCTIONAL CLASS
SPEED

NATIONAL HIGHWAY SYSTEM
TOLL

DIRECTION OF TRAFFIC

DESIGNATED NATIONAL NETWORK

TYPE OF SERVICE

FEDERAL LANDS HWY
APPR ROADWAY ALIGN 7 ABOVE MIN CRITERIA
DECK GEOMETRY 5 ABOVE TOLERABLE
APPROACH RDWY WIDTH 13.4 M

BRIDGE MEDIAN
CURB OR SIDEWALK LEFT 1.6 M RIGHT 1.6 M

TOTAL WIDTH

NET WIDTH
INVENTORY ROUTE TOTAL HORIZ CLEAR 13.3 M
INVENTORY ROUTE MIN VERT CLEAR 6.10 M
3-ON FREE ROAD
17-COLLECTOR URBAN
0-NOT STRAHNET

N-NONE EXISTS
2-2 WAY
0-NOT APPLICABLE
0-NOT ON NET
0 NO MEDIAN
5-HIGHWAY-PEDESTRIAN

DECK GEOMETRY DECK ROADWAY/OPERATIONAL INFORMATION
(S) 0.98 ft br, 4.8 ft sw, 43.5 ft (2 lanes), 4.8 ft sw, 0.98 ft br (N)

DECK CROSS SECTION

LRS INVENTORY RTE & SUBRTE
BASE HIGHWAY NETWORK 0-NOT ON NET
OVERLAY THICKNESS (inches) 0 inches
N/A
(51)
(52)
(50)
(32)
(33)
(107)
(108)
A)
B)
C)
(29)
(30)
(19)
(114)
(115)
(37)
(42a)
(12)
(13)
(104)
(26)
(100)
(101)
(102)
(10)
(47)
(68)
(72)
(105)
(110)
(20)
(28a)
(103)
(49) LENGTH 145.1 M
Elem Element Description
No.

Env Total
Qty
Units
CS 1 CS 2 CS 3 CS 4
Qty in each Condition State
16 Top Flange-RC
Concrete Coat.(Meth/Paint/Seal)
2 2
2467
1930
sq.m
sq.m
2467
1930
0 0
0 0
0 0

DECK ELEMENT INSPECTION RATINGS AND NOTES
Defect/
Prot
521
Defect
(16) Top Flange-RC
(16-521) Concrete Coat.(Meth/Paint/Seal)
No significant issues were observed.

The deck was previously sealed.
(58) DECK RATING =7
(36a) Rail Code 0 0 0 0
301
308
330
Joint-Pourable Seal
Joint-Steel Sliding Plates
Railing-Metal
2 2
2 163
51 298
m
m
m
163
51 298
0 0
0 0
0 0
0 0
0 JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES

RAIL INFORMATION
(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End Roadway Speed 40 MPH

JOINT - APPROACH - RAIL
(301) Joint-Pourable Seal
(308) Joint-Steel Sliding Plates
(330) Railing-Metal
Elem Element Description
No.

Env Total
Qty
Units
CS 1 CS 2 CS 3 CS 4
Defect/ Qty in each Condition State
Prot Defect
No significant issues were observed.

No sinificant issues were observed.

No significant issues were observed.

CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 107 of 183 Page 641 of 811 Printed on: Thursday 05/19/2022 11:14 AM Page 5 of 53C0158/AAAG/74856 Los Angeles County Public Works
8 110
161
311
Girder/Beam-RC
Delamination/Spall/Patched Area
Steel Pin+Pin/Hanger or Both
Corrosion
Bearing-Moveable
Corrosion
2 2
2 2
2 2
1161
1161
32 32
16 8
m
each
each
each
each
each
1159
1159
0 0
8 0
0 0
32 32
8 8
2 2
0 0
0 0
0 0
0 0
0 0

SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES
1080
1000
1000

SUPERSTRUCTURE
(59) SUPERSTRUCTURE RATING = 7
(110) Girder/Beam-RC
(110-1080) Delamination/Spall/Patched Area
(161) Steel Pin+Pin/Hanger or Both
(161-1000) Corrosion
(311-1000) Corrosion
Elem Element Description
No.

Env Total
Qty
Units
CS 1 CS 2 CS 3 CS 4
Defect/ Qty in each Condition State
Prot Defect
No significant issues were observed.

Girder # 5 at Span # 5 near abutment # 6 has a lower flange spall approximately 36 inch in length on both sides of lower flange of Girder. There is evidence of a previsous fire in that same location near abutment # 6. There is no rebar exposed. The spalling is about 1/2 in depth by 36 inches in length.

SFMI (06/16/2020): See the report narrative for the list of members that were inspected.

There is freckled rust and corrosion on steel.

There is freckled rust and corrosion on steel bearings.

CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 108 of 183 Page 642 of 811 Printed on: Thursday 05/19/2022 11:14 AM Page 6 of 53C0158/AAAG/74856 Los Angeles County Public Works
8 DESCRIPTION UNDER STRUCTURE

CHANNEL DESCRIPTION
RC trapezoidal.

Photo 5
Fire Damage and Soot in Span #5
Photo 6
Girder #5 Spalls (Span #5)
Photo 7
Girder #5 Spalls on Lower Flange (A #6 Area)
Photo 8
Fire Soot on Abutment and Girders (A1)

SUPERSTRUCTURE PHOTOGRAPHS

TYPE OF SERVICE UNDER

UNDERCLEARANCES V - H N NOT APPLICABLE (NBI)
WATER ADEQUACY 9 ABOVE DESIRABLE

VERT-LIFT BRIDGE NAV MIN VERTICAL CLEAR M

NAVIGATION CONTROL
NAVIGATION HORIZONTAL CLEARANCE 0.0 M
NAVIGATION VERTICAL CLEARANCE 0.0 M

PIER PROTECTION
5-WATERWAY 0: NO CONTROL
SCOUR 8 STABLE ABOVE FOOTING

SCOUR POA DATE N/A
CHANNEL PROTECTION 8 PROTECTED
N/A
(42b)
(69)
(71)
(61)
(113)
(38)
(111)
(39)
(116)
(40)
210
215
Pier Wall-RC
Abutment-RC
2 2
68 34
m
m
68 34
0 0
0 0

SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES
0 0

SUBSTRUCTURE
(60) SUBSTRUCTURE RATING = 7
(210) Pier Wall-RC
Elem Element Description
No.

Env Total
Qty
Units
CS 1 CS 2 CS 3 CS 4
Defect/ Qty in each Condition State
Prot Defect
No significant issues were observed.

CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 109 of 183 Page 643 of 811 Printed on: Thursday 05/19/2022 11:14 AM Page 7 of 53C0158/AAAG/74856 Los Angeles County Public Works
8 Photo 1
Roadway Photo (Looking East)
Photo 2
Elevation Photo (Looking South)
Photo 3
Underside Photo
Photo 4
Map View

OTHER PHOTOGRAPHS
227 Pile-RC 2 1 ea. 1 0 0

SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES
0 SUBSTRUCTURE
(60) SUBSTRUCTURE RATING = 7
(215) Abutment-RC
(227) Pile-RC
Elem Element Description
No.

Env Total
Qty
Units
CS 1 CS 2 CS 3 CS 4
Defect/ Qty in each Condition State
Prot Defect
No significant issues were observed.

The Pile element is included to indicate the presence of Piles on this structure. The Piles were not exposed for visual inspection. No indication of pile distress was noted in any substructure element.

CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 110 of 183 Page 644 of 811 Printed on: Thursday 05/19/2022 11:14 AM Page 8 of 8 53C0158/AAAG/74856 Los Angeles County Public Works

OTHER WORK RECOMMENDATIONS - NONE

JOINT/APPR/RAIL WORK RECOMMENDATIONS - NONE

SUPERSTRUCTURE WORK RECOMMENDATIONS

SUBSTRUCTURE WORK RECOMMENDATIONS
Work By
Action
Rec Date LOCAL AGENCY Est Cost
Sub-Remove Debris
12/13/2021
Str Target 1 YEAR
Clear debris at those locations to reduce the risk of potential future fires.

Re-locate P.E.H.living underneath the structure at abutments to a safer area.

Dist Target
Status PROPOSED EA
Work By
Action
Rec Date LOCAL AGENCY Est Cost
Super-Patch spalls
12/13/2021
Str Target 2 YEARS
Repair spalls on Girder # 5 in Span # 5
Dist Target
Status PROPOSED EA

DECK WORK RECOMMENDATIONS - NONE

WORK RECOMMENDATIONS
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 111 of 183 Page 645 of 811 Page: APPENDIX C.0
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CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 113 of 183 Page 647 of 811 http://www.bridgeaccessspecialties.com/highways.php
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CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 114 of 183 Page 648 of 811 Contact Us:

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under bridge inspection snoopers, sectional barges, man lifts, and bridge rigging. We also provide marine construction and marine repair services including: commercial diving, underwater welding, scour and fender repairs, and sub-cable replacement. Our equipment can help you safely inspect, repair, and access every part of any bridge. We provide Hi-Rail under bridge trucks, Hi-Rail Man Lifts, and Hi-Rail bucket trucks for use on Class I railroads and Shortline Railroads.

CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 115 of 183 Page 649 of 811 Underbridge Inspection Units are designed for completing all types of bridge inspection and maintenance work. You can easily access both roadway and railroad bridges with the large twoperson basket. Whether you need to work above, below, or alongside the bridge, our under bridge machines safely maneuver you closer to the bridge structure and allow you to work hands on, getting work done more efficiently and more effectively.

We offer daily, weekly, and monthly rates which include a driver, fuel, and all machine maintenance. Our fleet consists of well maintained, late model units, with experienced drivers who have all been trained and certified by Aspen Aerials as professionally licensed operators. Our drivers will bring the equipment right to your jobsite on time. We have one of the largest fleets of under bridge units in the country and we can accommodate your short term or long term job. N.E. Bridge can provide rental equipment to all 50 states as well as to Canada.

If you don’t know what type of machine is right for your job, take a look at our Equipment Selection Guide, or
give us a call at 1-800-548-3408.

CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 116 of 183 Page 650 of 811 The best for our need is:

EQUIPMENT SELECTION GUIDE
Will your machine be used on a Road or Rail? Road Rail
Do you need to reach underneath the bridge or above the bridge? Above Under Do you need to reach more than 30 feet across the bridge horizontally? Yes No
The Best Equipment for Your Needs is: A-30
A-30 UBIU
The Aspen Aerial A-30 is considered a Hi-Rail UBIU (under bridge inspection unit) or “Snooper” and easily maneuvers from road to rail. Road to Rail capable vehicles allow easy access to any location with railroad tracks. Installing Hi-Rail gear on any vehicle creates a quick and safe transition between road and rail.

CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 117 of 183 Page 651 of 811 The front guide wheel assembly attaches to the frame and front axle and lifts the front wheels off the track, thus utilizing the vehicle’s front suspension. This design supports the vehicle as it was intended and helps the truck navigate curves smoothly and damp out the effects of track irregularities. The rear assembly attaches directly to the truck frame behind the rear axle.

CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 118 of 183 Page 652 of 811 Specifications:
• Horizontal Under Bridge Reach: 30′ 11″
• Vertical Reach Down: 40′
• Overhead Vertical Reach Up: 30′ 3″
• Fence Clearance: 10′
• Sidewalk Clearance: 9’
• Rotation Range of Turret 1: 270 Degrees
• Rotation Range of Turret 2: 180 Degrees
• Deploys on Both Sides
• Registered Weight: 55,000 lbs (27.5 Tons)
• Front axle to Rear axle spacing: 19’8”
• Space required on bridge: 8′
• Total Body height: 11’
• Total body length: 33′
Features:
• 600 lbs Bucket Capacity
• Two person basket size: 40” x 60” x 42”
• Heated Bucket
• Inspection Lights
• Axle Locks
• No Outriggers or External Stabilizers
• Hi-Rail capable
To see a detailed flight path of the A-30, click here. Please note that N.E. Bridge only provides the A-30 model with the basket, not the platform model.

For Questions or a Price Quote,
Please Contact Us
or Call 508-238-1941
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 119 of 183 Page 653 of 811 P.O. Box 786 • Springfield, Oregon 97 477 • (541) 228-3210 • Fax (541) 746-7635 • www.BridgeAccessSpecialties.com • Maximum Operating Range up to 40’
• Controls: Electric – Over – Hydraulic with
Manual Hydraulic at Base
• Three-Way Intercom
• Cab of truck - Tower – Platform
• Multiple Access Platforms Available
• Up To 1000 Pound Capacity
• Outriggers Do Not Extend Beyond
Width of The Truck
• Can Work From Rubber Tire or High Rail
• When Working From High Rail,
Capacities Do Not Decrease
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 120 of 183 Page 654 of 811 P.O. Box 786 • Springfield, Oregon 97 4 77 • (541) 228-3210 • Fax (541) 746-7635 • www.BridgeAccessSpecialties.com 2010 International 7500 Truck Specs
Model Profile 2010International 7500
SBA6x4
GVWR 66,000
Application Mobile aerial crane
Wheelbase 258.0, CA 142.0, Axle to frame 142.0
Engine Maxxforce 10, 350HP 1150 lb-ft torque
Transmission Fuller 10 speed manual with double lo and overdrive Front Axle Dana Spicer 1-200W wide track 20,000 capacity Rear Axle Meritor RT 46-160 46,000 lb capacity
Axle Weights Front: 16,940 lbs
Real: 32,150 lbs
Drop: 6,760 lbs
Cab Conventional 6-man crew cab
Paxton Mitchell Snooper Series 140P Underbridge Inspection Crane Platforms ● 2' wide x 27' long 2-piece platform with 600 lb capacity ● 2' wide x 12'-5" long platform with 1000 lb capacity
● (2) one man baskets for 38' overhead capacity
● 5&10 GPM hydraulic tool circuits at platforms
● 5KW continuous 6.5KW intermittent diesel generator
HY-Rail Equipment ● DMF 1630 front gear
● Front brakes
● DMF 1650 rear gear
● Slotted rear links
● Rail weighted and rail tested
OTE Hydrostatic ● Parking brake control
remote drive ● Train horn control
● 20 gal hydraulic oil tank with cooler
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 121 of 183 Page 655 of 811 Dear Customer,
We appreciate the opportunity to quote your under bridge access needs. We are pleased to offer for your consideration the following bare rental rates, which are good for thirty (30) days:

One(1) Hydra Platform HP35
35' trailer mount under bridge work platform
$ 4,400 - Week
$12,550 - Month
 We can provide operators for any of the Hydra Platform units at $800 per day. This is $100.00 per hour with an 8 hour minimum per day. The time starts when the unit arrives on the bridge. This cost includes hotel cost, per diem, and maintenance.
 Freight In & Freight Out on all Hydra Platforms is calculated based on mileage from Canton, OH to your job site at a freight rate of $3.60 per loaded mile, minimum of 350.00 each way. Training your operator is required at time of delivery up to 4 (four) hours.

Bare rent insurance requirements:

HP35 Replacement value of $200,000.00 (Bare rentals of our 35’ trailer mount units require a one-ton dual wheel truck with a military hitch) TRL Rents, LLC to be named additional insured and loss payee. See Rental Contract for specific insurance requirements.

Applicable sales tax will be collected.

Freight and first month due in advance.

Please let us know if you have any questions or if you need any additional information.

Thank you,
TRL RENTS LLC.

Corporate Street SW * Canton, Ohio * 44706
Phone: (888) 867-6540 * Fax: (866) 287-7829
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 122 of 183 Page 656 of 811 10 ft. 6 in.

SPECIFICATIONS

MEASUREMENTS US METRIC
HP 35 HYDRA PLATFORMS
Platform Length 35 ft 10.67 m
Platform Width - I.D. Alum.2 ft 7 in0.78 m
- I.D. Steel
Platform Weight Capacity
Vertical Height Clearance
Max. Lowering Depth
Platform Rotation
Tower Separation Width
Unit Length (transport pos.)
Unit Width (transport pos.)
3 ft 1 in
1,000 lbs
5 ft 9 in
18ft 2in
180º
5ft 1in
35 ft
8ft 4in

0.94 m
455 kg

1.75 m

5.54m
180º

1.55m

10.67 m

2.54m
Unit Height (transport pos.) 10 ft 6 in 3.20 m
Total Weight (approximate) 18,400 lbs 8,346 kg
Maximum grade - 5% (3 degrees)
Maximum super elevation - 8% (4.5 degrees)
Standards Compliance - ANSI A92.8
32 ft.

DESCRIPTION The Hydra Platform trailer-mounted model HP35 is a comprehensively equipped under-bridge access and work platforms. The HP35 model features 180 degree platform rotation covering more than 1000 square feet of under-bridge area from a fixed point on the bridge deck. Versatility is increased by the hydra static drive, which allows bridge deck propulsion during platform use. Reversible deployment is a standard capability of all Hydra Platform trailer-mounted models. Hydra Platform models utilize the patented Tower Separation System, comprised of hydraulically adjustable cross-linking arms between vertical tower and the turntable sub-frame. This system enables operators to erect and extend the tower and platform over sidewalks and other barriers without restricting the under-bridge operations.

These features and more are part of the commitment of Hydra Platforms to provide the utmost in safety and quality.
18 ft. 2 in.
(5.54 m)
max. drop
depth
14 ft. 2 in.
(4.32 m)
max. platform
swing clearance
2 ft. 10 in. 1 ft. 3 in.
(.38 m)
adjustment
2 ft. 11 in.
(.89 m)
5 ft. 1 in.
(1.55 m)
5 ft. 9 in.
(1.75 m)
4 ft. 2 in.
(1.27 m)
3 ft. 4 in.
(1.02 m)
FEATURES Main hydraulic system: 18 HP V-twin gas engine with auto idle Auxiliary hydraulic backup system: motor and hydraulic pump Hydraulic control panels: deck, platform and handheld
180° platform rotation
±5° Tower adjustment for super elevation
Voice activated communication system, platform to bridge deck Single lane 5 minute deployment
Self-propelled by hydrostatic drive
Patented Tower Separation System
1,000 lbs (455kg) platform capacity
Electric brakes standard
32ft (9.75m) or 35ft (10.67m) platform lengths
Access crossover to tower remains horizontal at all times for personnel safety TRPlatform retracted length 24 ft. 10 in. (7.57
m) Platform extended length to 35 ft (10.67m)
www.TRLrents.com
888-867-6540
Nationwide Rentals of Aerial Units &
Under Bridge Work Platforms
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 123 of 183 Page 657 of 811 Page: APPENDIX D.0
APPENDIX D – BRIDGE PAINT AND THERMOPLASTIC REQUIREMENTS CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 124 of 183 Page 658 of 811 Home Programs Engineering Services (DES) Bridge Paint and Pavement Striping Paints Bridge Paint and Pavement Striping Paints
If there is a specification not listed here that you wish a copy of, contact the Chemical Testing Branch at [email protected] .

STATE

SPECIFICATION

TITLE OLDER VERSION
8010-004 (PDF)
(December 2009)
Specification for Glass
Spheres (Beads)
Supersedes 8010-004(Jan 2006), (Jan 2004),
(Oct 1998) and 8010-21C-22
PTH-02ALKYD
(PDF)
(February 2024)
Specification for
Thermoplastic Traffic
Striping Material, Alkyd
Resin Binder, White and
Lead-free Yellow
SupersedesPTH02ALKYD (2016), PTH02ALKYD (Jan 2009) (Sept 2006), 8010-19A and 8010-19
PTH-02HYDRO
(PDF)
(February 2024)
Specification for
Thermoplastic Traffic
Striping Material,
Hydrocarbon Resin Binder,
White and Lead-free
Yellow
Supersedes PTH-02HYDRO (Feb 2006) (Jan
2002), 8010-01B, 8010-01A and 8010-01
PTH-02SPRAY
(PDF)
(February 2024)
Specification for
Sprayable Thermoplastic
Traffic Striping Material,
White and Lead-free
Yellow
Supersedes PTH02SPRAY(2016), PTH02SPRAY (Feb 2009) (Oct 2006), PTH 392B and PTH 392A
Thermoplastic
Miscellaneous
Requirements (PDF)
(November 2017)
Thermoplastic quality
assurance and delivery
requirements
PTWB-01R2 (PDF)
(April 2023)
Specification for Paint,
Waterborne Traffic Line,
White, Yellow and Black
Supersedes PTWB-01R2 (Jun 2022), PTWB01R2 (Aug 18), PTWB-01R2(Mar 10), PTWB01R1(Oct 09), PTWB-01(Feb 06), PTWB01(Dec 2003), (Sept 2002), (Sept 2001), 8010- 20B and 8010-20A
Traffic Marking
Guide (PDF)
(October 2019)
Guideline for selecting
materials and Standard
Special Provisions for
traffic striping and
pavement marking
Supersedes traffic marking guide (December
2011)
PWB 145F (PDF)
(May 2023)
Red Primer Paint Supersedes all previous revisions
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CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 125 of 183 Page 659 of 811 PWB 146F (PDF)
(May 2023)
Pink Primer Paint Supersedes all previous revisions
PWB 161A (PDF)
(March 2017)
Non-leafing Aluminum
Finish Paint, Waterborne
Acrylic Latex Vehicle
Supersedes PWB 159C and 159D
PWB 162A (PDF)
(March 2017)
Leafing Aluminum Finish
Paint, Waterborne Acrylic
Latex Vehicle
Supersedes PWB 160E and PWB 160F
PWB 174A (PDF)
(January 2007)
White Tintable Finish Paint Supersedes PWB 164B
PWB 168D (PDF) Copper Color Finish Paint,
Waterborne Acrylic Latex
Vehicle
Supersedes PWB 168 C
PWB 169F (PDF)
(April 2008)
Iridescent Green Finish
Paint, Waterborne Acrylic
Latex Vehicle
Supersedes PWB 169D, 169C and 169B
PWB 170B (PDF)
(August 2002)
Metallic Gold Finish Paint,
Waterborne Acrylic Latex
Vehicle
Supersedes PWB 170A
PWB 171C (PDF)
(February 2023)
Light Green Finish Paint,
Waterborne Acrylic Latex
Vehicle
Supersedes PWB 171A, 171B and 163C
PWB 172C (PDF)
(February 2023)
Dark Green Finish Paint,
Waterborne Acrylic Latex
Vehicle
Supersedes PWB 172A, 172B and 163C
PWB 175C (PDF)
(February 2023)
Coronado Light Blue
Finish Paint Waterborne
Acrylic Latex/FEVE Blend
Vehicle
Supersedes PWB 175B
PWB 176C (PDF)
(September 2023)
Coronado Dark Blue Finish
Paint Waterborne Acrylic
Latex/FEVE Blend Vehicle
Supersedes PWB 176B
PWB 182B (PDF)
(February 2023)
Dark Green Finish Paint
Waterborne Acrylic
Latex/FEVE Blend Vehicle
Supersedes PWB 182A
PWB 181B (PDF)
(February 2023)
Light Green Finish Paint
Waterborne Acrylic
Latex/FEVE Blend Vehicle
Supersedes PWB 181A
PB 201C (PDF)
(December 2018)
Red Primer, High Solids
Phenolic Type
Supersedes PB 201 B
PB 202C

RETIRED
Pink Primer, High Solids
Phenolic Type
Supersedes PB 202 B
8040-41A-15 (PDF) Asphaltic Emulsion
Inductive Loop Sealant
Supersedes Specifications dated prior to
09/06/2001
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 126 of 183 Page 660 of 811 Copyright © 2025 State of California
8030-61J-01 (PDF) Two Component, Machine
Mixed Sealant
Supersedes Specifications dated prior to
10/05/2005
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CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 127 of 183 Page 661 of 811 Specification PTWB-01R2
April 2023

Page 1 of 14 ends

California Department of Transportation
Specification PTWB-01R21 for
Paint, Rapid Dry Waterborne Traffic Line, White, Yellow, and Black

1.0 SCOPE
This Specification covers a ready-mixed, one–component, waterborne acrylic traffic line paint which can be applied to either asphalt concrete or portland cement concrete pavements.

2.0 SPECIFICATIONS AND STANDARDS
The following Specifications, Test Methods, and Standards in effect on the opening date of the Invitation for Bid form a part of this Specification where referenced.
• American Society for Testing and Materials (ASTM) Designations: D93, D476, D522, D562, D711, D869, D1210, D1475, D1640, D2369, D3168, D3335, D3718, D3723, D3960, D4563, D5380, D6628, D7585, E70, E313, E1710 and G154.
• Federal Specification 595b, Color #33538 and #37038.
• U.S. Environmental Protection Agency (EPA) Method 24
• Code of Federal Regulations, Title 49.
• California Code of Regulations, Title 22, Division 4. • California Department of Transportation, Test Method No. 660. • California Department of Transportation, Standard Specifications, latest revision.

3.0 REQUIREMENTS

3.1 General:

This Specification is intended to specify traffic paint that will meet pavement delineation requirements for highway construction and maintenance. This traffic paint is to be used in conjunction with glass spheres to produce pavement delineation that is visible during both day and night conditions.

3.2 Composition:
1 Note: This Specification cancels and supersedes; PTWB-01R2(November 2016), #PTWB-01R2 (March 2010), #PTWB-01R1 (October , 2009), #PTWB-01 (February, 2006), #PTWB-01(Dec, 2003), #PTWB-01 (September, 2002), #PTWB-01 (September, 2001), #8010-20B (January, 2000), #8010-20A (February, 1997) and #8010-20 (March, 1996)
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 128 of 183 Page 662 of 811 Specification PTWB-01R2
April 2023

Page 2 of 14 ends

3.2.1 Acrylic Polymer Emulsion:

The paint binder shall consist of one of the commercial acrylic or styrene/acrylic polymer emulsions described below;
• Dow Chemical, Fastrack HD-21A
• Dow Chemical, Fastrack 3427
• Dow Chemical Fastrack 5408
• Arkema Coating Resins, Encor DT-400
• Arkema Coating Resins, Encor DT-250
• BASF, Acronal Xpress 4347

3.2.2 Prime Pigments:

White paint:

The white paint shall contain a minimum of 1 lb per gallon of titanium dioxide pigment meeting ASTM Designation: D476 Type II (Rutile). The titanium dioxide content will be determined using ASTM Designations: D 4563 and D 5380.

Yellow paint:

The yellow paint shall be pigmented with Pigment Yellow C.I. #65 and/or Pigment Yellow C.I. #75. Other pigments may be added to meet the yellow color and opacity requirements in sections; 3.3.19 and 3.3.16, respectively. However, the paint shall not contain lead or chromium at levels above the limits set in sections; 3.3.23 and 3.3.24.

3.2.3 The remainder of the paint composition shall be determined by the manufacturer - within the constraints of the requirements below. It shall be the manufacturer's responsibility to produce a pigmented waterborne traffic paint containing the
necessary; co-solvents, dispersants, preservatives, wetting agents and all other additives - so that the paint will retain its viscosity, stability and all other properties as specified herein.

No glass beads or sand shall be permitted in the paint
formulations. In addition to being essentially lead and chromium free, the paint shall not contain any hazardous materials at levels that would cause the paint (when dry) to be classified as a hazardous waste under Title 22, Division 4, section 66261.20 of the California Code of Regulations.

CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 129 of 183 Page 663 of 811 Specification PTWB-01R2
April 2023

Page 3 of 14 ends

3.3 Characteristics of the Finished Paint:

3.3.1 Condition in the Container
The paint, as received, shall show no evidence of; biological growth, corrosion of the container, livering or hard settling. The paint shall be returned to a smooth and homogeneous
consistency, which is free from; gel structures, persistent foam or air bubbles - using only hand mixing.

Section
Number Material White Yellow Black

3.3.2 Degree of Settling, minimum,
ASTM Designation: D869
7 7 7
A 1 pint paint can is filled with a well mixed sample. The can is capped and allowed to set undisturbed at
standard2 conditions for 14 days. The settling is then
determined as specified in ASTM Designation: D869. The
1-quart laboratory samples of each batch, as received,
shall also pass this test.

3.3.3 Nonvolatile Content, weight %,
ASTM Designation: D2369
77 ±2.0
76 ±2.0
76 ±2.0

3.3.4 Pigment Content, weight %,
ASTM Designation: D3723
60 ±2.0
58 ±2.0
58 ±2.0

3.3.5 % Nonvolatile in Vehicle (%NVV),
weight %, minimum
42 42 42
Calculated as;
% NVV = %Nonvolatile Content - % Pigment X 100
100 - % Pigment

3.3.6 Density, g/ml at 25°C
ASTM Designation: D1475

1.68 ±0.04

1.63 ±0.04

1.62 ±0.04

3.3.7 Consistency, K.U. at 25 ±1°C
ASTM Designation: D562
78-92 78-92 78-90
2 Standard conditions are defined here as: 23±2°C and 50±5% relative humidity.

CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 130 of 183 Page 664 of 811 Specification PTWB-01R2
April 2023

Page 4 of 14 ends

Section
Number Material White Yellow Black

3.3.8 Fineness of Dispersion, Hegman,
minimum, ASTM Designation:

D1210

3.0 3.0 3.0

3.3.9 Dry to No Pick-Up Time, without
beads, minutes, maximum, ASTM
Designation: D711
10 10 10

3.3.10 Dry Through, minutes, maximum 20 20 20
This test may be performed on the same draw down
sample as in section 3.3.9. The test is the same as outlined in ASTM Designation: D1640 except that the lightest
thumb pressure possible should be used. The thumb is
rotated through an angle of 90 degrees while lightly in contact with the film. The drying time at which this
rotation does not break the film is recorded.

3.3.11 Dry Through, at 90% relative
humidity, minutes, maximum
180 180 -
Draw down the paint on a glass panel to a wet film
thickness of 13 mil. Immediately place the panel in a
humidity chamber maintained at 23+2°C and 90+5%
relative humidity. Test in accordance with ASTM
Designation: D1640 except that the pressure exerted shall be the minimum needed to maintain contact between
the thumb and the paint film. Check the film for a dry
through condition at 15 minute intervals. The thumb is
rotated through an angle of 90 degrees while lightly in contact with the film. The drying time at which this
rotation does not break the film is recorded. Quickly return the glass panel to the humidity chamber after each
check.

3.3.12 Volatile Organic Compounds
(VOC), grams per liter of paint,
excluding water, maximum
100 100 100
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 131 of 183 Page 665 of 811 Specification PTWB-01R2
April 2023

Page 5 of 14 ends

Section
Number Material White Yellow Black
Use U.S. EPA Method 24 or other approved method in
effect at the time of paint manufacture to determine the VOC level and water content of the paint.

3.3.13 Flashpoint, °C, minimum,
ASTM Designation: D93 Method A
38 38 38

3.3.14 Flexibility, ASTM Designation: D522
Method B
Pass Pass Pass
Use 4x6 inch tin-plated steel panels 10 mils thick. Prepare the panel by lightly buffing one side with Grade 0
(medium-fine) steel wool, followed by cleaning with
toluene and drying. Draw down the paint on the buffed
side of the panel to a wet film thickness of 5 mils. Air dry the panel for 24 hours at standard conditions, then bake for 5 hours at 105+2°C and finally condition the panel for 30 minutes at standard conditions. Bend the panel 180°
over a ½ inch mandrel in 1 second, then examine under a magnification of 10 times. The paint film shall not; crack, chip or flake when the panel is bent around the mandrel.

3.3.15 Appearance Pass Pass Pass
Draw down a 13 mil thick wet film of the paint on a glass plate and allow to dry for 24 hours at standard conditions.

The paint shall produce a film which is smooth, uniform, and free from; grit, undispersed particles, craters, pinholes and cracking.

3.3.16 Dry Opacity, minimum 0.93 0.89 1.0
On a black-white Leneta chart, Form 2C-Opacity, draw
down a uniform 5 mil thick wet film of paint covering both the black and white portions of the chart. Measure the
wet film thickness with an appropriate gauge. Dry for 24 hours at standard conditions. Use a BYK-Gardner “ColorGuide” Spectrophotometer to measure the opacity according to the manufacturer’s instructions. Calibrate the spectrophotometer according to the manufacturer’s
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 132 of 183 Page 666 of 811 Specification PTWB-01R2
April 2023

Page 6 of 14 ends

Section
Number Material White Yellow Black
instructions using; 2° Observer/Illuminant “C” measurement conditions, and the (Y, x, y) color system.

3.3.17 Yellowness Index, maximum 8 - -
Draw down a 13 mil thick wet film of the white paint on two 3x6 inch chromate treated aluminum panels (i.e.: Q
Panel Co., type AL). Dry for 24 hours at standard
conditions. Save one panel for the Accelerated
Weathering test (section 3.3.21). Using a BYK-Gardner
“Color-Guide” Spectrophotometer, follow the
manufacturer’s instructions (see section 3.3.16), and
measure the Yellowness Index of the white paint film
using the ASTM Designation: E313 mode.

3.3.18 Daytime Luminance Factor ≥87 47-60 ≤4
Using the draw down panels prepared in sections 3.3.17 or

3.3.19, measure the reflectance of the white and yellow paint films using the BYK-Gardner “Color-Guide”
Spectrophotometer. Follow the manufacturer’s
instructions to obtain the Reflectance or “Y” value (see section 3.3.19).

3.3.19 Yellow Color
Draw down the yellow paint on two chromate treated
aluminum panels as described in section 3.3.17. One
panel should be used for the Accelerated Weathering test (section 3.3.21). Retain the other yellow panel as a control and for the Reflectance test (section 3.3.18). The yellow color shall match Federal Standard 595b, color #33538
and shall lie within the “box” formed by the chromaticity coordinate limits as defined below, when tested
according to California Test 660 and plotted on a C.I.E. (1931) Chromaticity Diagram. A BYK-Gardner “ColorGuide” spectrophotometer, that has been set up as described below, can also be used to measure the
chromaticity coordinates. The measured yellow color shall lie within the “box” formed by the chromaticity coordinate limits - both before and after the Accelerated Weathering test (see section 3.3.21). A graph for plotting the
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 133 of 183 Page 667 of 811 Specification PTWB-01R2
April 2023

Page 7 of 14 ends

Section
Number Material White Yellow Black
chromaticity coordinates is available from the
Transportation Laboratory.

Color System: C.I.E. (1931) Chromaticity Diagram, (Y, x, y) Measurement conditions: 2° Observer / Illuminant “C”
Hue: 580 to 583.5 nm
Minimum color saturation: x=0.7000-0.5000y
Brightness: Y=47 to 60
The yellow color coordinates shall lie within a “box”
defined by plotting the following four (x,y) pairs on the C.I.E. Chromaticity Diagram (1931).
(x1,y1) = (0.5125, 0.4866)
(x2,y2) = (0.4733, 0.4533)
(x3,y3) = (0.4848, 0.4305)
(x4,y4) = (0.5348, 0.4646)

3.3.20 Black Color
Draw down the black paint on a chromate treated
aluminum panel as described in section 3.3.17. After
drying for 24 hours at standard conditions the color shall closely match Federal Standard 595b, color #37038. The
black paint must also meet the Daytime Luminance
Factor requirement in section 3.3.18.

3.3.21 Accelerated Weathering Test
Ultraviolet Light and Condensate Exposure, 300 hours total, ASTM Designations: G154 and G151.

Prepare samples of the white and yellow paints as
described in sections 3.3.17 and 3.3.19. Alternately expose the samples to; eight hours of UV exposure at 60°C,
followed by four hours condensate exposure at 50°C - in a QUV Accelerated Weathering Tester. Type UVA-340 bulbs
are used at an irradiance level of 0.77 watts per square meter per nm. at 340 nm., as measured at the sample
surface during the UV cycle. After 300 hours total
exposure the paint samples shall meet the requirements
below.

CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 134 of 183 Page 668 of 811 Specification PTWB-01R2
April 2023

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Section
Number Material White Yellow Black
White - Yellowness Index after weathering, maximum, 12
(see section 3.3.17)
Yellow - Must pass Yellow Color test after weathering
(see section 3.3.19)

3.3.22 Lead, mg/kg in dried paint,
maximum, ASTM Designation:

D3335
20 20 20

3.3.23 Chromium, mg/kg in dried paint,
maximum, ASTM Designation:

D3718
5 5 5

3.3.24 Thick Application Cracking
Resistance
Pass Pass Pass
On a black-white Leneta chart, Form 2C-Opacity, draw
down a stripe of the paint 3 inches wide and at least 6 inches long and having a 60±5 mil wet film thickness.

Allow the paint to dry for 48 hrs. at standard conditions on a horizontal surface. After 48 hrs. the paint film shall not exhibit any cracks.

3.3.25 Accelerated Package Stability Pass Pass Pass
Fill a clean 1 pint resin-lined, friction-top paint can with a well-stirred sample. Measure the initial Consistency as in section 3.3.7. Close the can tightly. Store this can in an oven at a temperature of 52ºC for 14 days. After 14 days remove the can from the oven and allow the can to cool
overnight. Determine the Consistency of the paint as in section 3.3.7, except allow hand stirring of the sample for 5 minutes to ensure uniform redistribution of any settlement before testing. The Consistency of the paint shall not
change more than 7 K.U. after this heated storage period – when compared to the initial Consistency. Draw down a 13 mil thick wet film of this sample on a glass plate and examine for Appearance as in 3.3.15.

3.3.26 Infrared Spectra of Nonvolatile
Vehicle, allowable variation from
None None None
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 135 of 183 Page 669 of 811 Specification PTWB-01R2
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Section
Number Material White Yellow Black
laboratory reference spectra,
ASTM Designation: D3168

3.3.27 pH, ASTM Designation: E70 10
±1.0
10 ±1.0
10 ±1.0

3.3.28 Initial Retroreflectivity of Applied
Paint (with beads), mcd•m-2•lx-1 ,
minimum
250 175 -
The paint shall produce delineation that has the minimum required level of retroreflectivity when applied to
pavement (with drop-on beads) according to the
manufacturer’s recommendations. Drop-on glass beads
shall be uniformly applied at a minimum rate of 5-lb per gallon of paint. The retroreflectivity shall be measured as specified in ASTM Designation: D7585 using a
retroreflectometer meeting ASTM Designation: E1710.

3.3.29 Color after Application
The color of the applied white and yellow stripes and
markings (with beads) shall conform to the daytime and
nighttime color requirements in ASTM Designation: D 6628.

3.4 Workmanship, Settling and Shelf-Life:

3.4.1 The paint shall be free from dried paint skins and foreign materials such as; dirt, sand, fibers, or other materials capable of clogging; screens, valves, pumps, or other equipment used in paint striping apparatus.

3.4.2 The paint pigment shall be well ground and properly dispersed in the vehicle. The pigment shall not cake or thicken in the container and shall not become granular or curdled. Any settlement of the pigment in the paint shall result in a thoroughly wetted soft mass that permits the complete and easy vertical penetration of a paddle. Settled pigment shall be easily redispersed, with a minimum of resistance to the sidewise manual motion of the paddle across the bottom of the
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 136 of 183 Page 670 of 811 Specification PTWB-01R2
April 2023

Page 10 of 14 ends

container. This stirring shall return the paint to a smooth uniform product of the proper consistency. If the paint cannot be easily redispersed, due to excessive pigment settlement or any other cause, then the paint shall be considered unfit for use.

3.4.3 The paint shall retain all specified properties under normal storage conditions for 8 months after acceptance and
delivery. Ordered paint shall be no more than 90 days old (based on date of manufacture) upon delivery to a
Department of Transportation Maintenance facility. The date of manufacture shall be clearly marked on each container.

The vendor shall be responsible for all costs and transportation charges incurred in replacing paint that is unfit for use. The characteristics of any replacement paint, as specified in section 3.3, shall remain satisfactory for 8 months from the date of acceptance and delivery.

4.0 QUALITY ASSURANCE PROVISIONS

4.1 Sampling and Testing:

A one-quart representative sample of each batch of traffic paint intended for use by the Department of Transportation must be sent to the Transportation Laboratory for testing and approval before the batch is shipped. The address of the Transportation Laboratory is listed in section 6.4. A batch shall be that amount of paint which was manufactured and packaged in a single operation. The Department of Transportation reserves the right to take random samples of batches of paint destined for use by the Department, at the manufacturer’s facility. If requested by the Inspector, batch tickets must also be provided for batches of paint produced for the Department.

A manufacturer’s test report shall be included with the one-quart sample of each batch sent to the Transportation Laboratory. The following information shall be included in the manufacturer’s test report:
• State Specification number (#PTWB-01R2 (November, 2016)). • Batch number, batch volume, color, date of manufacture. • Dry to No Pick-Up time (section 3.3.9).
• Dry Opacity (section 3.3.16).
• Yellowness Index (of white only, see section 3.3.17). • Reflectance (section 3.3.18).

CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 137 of 183 Page 671 of 811 Specification PTWB-01R2
April 2023

Page 11 of 14 ends

• Yellow Color (of yellow only, see section 3.3.19).
• Consistency (sectioon 3.3.7).
• Nonvolatile Content, Weight Percent (section 3.3.3).
• Pigment, Weight Percent (section 3.3.4).
• Density (section 3.3.6).

Once the Transportation Laboratory approves a batch of paint, the manufacturer will be notified that the batch is approved for shipment.

The Department of Transportation reserves the right to retest any batch of traffic paint after delivery. Data from such retesting shall prevail over all other tests and will be the basis of rejection. Material not meeting the specification shall be removed and replaced by the supplier at their expense, including all costs for handling, retesting and shipping.

5.0 PREPARATION FOR DELIVERY

5.1 Packaging:

All manufactured paint shall be prepared at the factory ready for application. The finished paint shall be furnished in the container size specified in the purchase order or contract.
• When 19 liter (5-gal.) containers are specified, they shall be round and have standard full open head and bail.
• If 208 liter (55-gal.) steel drums are specified, they must have removable lids and airtight band fasteners.
• When 946 liter (250-gal.) bulk containers are specified, they shall be an industry standard type bulk paint container.
• When 1325 liter (350-gal.) bulk containers are required by the purchase order or contract, the paint shall be delivered in a container (tote) meeting the following requirements.

1. Tank volumes are estimated and so specified in each of three (3) Bulk Container drawings dated 09-04-91. Vendor shall allow a 19 liter headspace for expansion of the paint.

2. Maximum size in regards to width, depth and height shall be in accordance with one of the three drawings dated 09-04-91.

3. Top openings; 46 cm diameter manhole and 15 cm diameter fill cap/viewport.

4. Bottom outlet; 5 cm I.D. full flow non-restrictive valve with outlet guard.

CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 138 of 183 Page 672 of 811 Specification PTWB-01R2
April 2023

Page 12 of 14 ends

5. Outlet to have 'Ever-Tite' or compatible quick coupler.

6. Fabricated from 304 stainless steel.

7. Capable of being stacked two (2) high when full.

8. Capable of being lifted by crane (lifting eye) and forklift when full.

9. Top of tank shall be equipped with one (1) vacuum relief valve and one (1) pressure relief valve.

10. Top opening and outlet shall provide for easy installation of liner.

11.Proper certification by the California Highway Patrol that the container complies with all applicable laws, rules, and regulations.

All shipping containers must comply with Code of Federal Regulations, Title 49 and all other applicable Federal and State Regulations governing their use. The containers and lids must be lined with a suitable coating so as to prevent attack by the paint or by agents in the airspace above the paint. The lining must not come off the container or lid as skins. Lids with bungholes shall not be used.

Containers shall be colored white, including lids, and have an identifying band of the appropriate color around and within the top one-third of the container. Stainless steel containers (totes) do not need to be painted white.

All containers shall be properly sealed with suitable gaskets and shall show no evidence of leakage and shall remain in satisfactory condition for a period of 12 months after delivery. The vendor shall be held responsible for replacing containers unfit for use and will be responsible for all costs and transportation charges incurred in replacing paint and containers.

All containers shall be palletized and banded for shipment.

5.2 Marking:

All containers of paint shall be labeled showing the State Specification number (PTWB-01R2), manufacturer's name, date of manufacture, color and manufacturers batch number. Containers shall be clearly labeled "Waterborne Traffic Paint".

All containers of the paint shall be labeled to indicate that the contents fully comply with all rules and regulations concerning air pollution control in the State of California.

CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 139 of 183 Page 673 of 811 Specification PTWB-01R2
April 2023

Page 13 of 14 ends

The manufacturer of the paint shall be responsible for proper shipping labels with reference to whether the contents are; toxic, corrosive, flammable, etc., as outlined in the Code of Federal Regulations, Title

49. The Contractor shall list on the Demountable Weight Tags the kilograms per liter and pounds per gallon each for the white, yellow and black paints.

6.0 NOTES

6.1 Certification of Compliance:

The manufacturer shall furnish a Certificate of Compliance with each batch of paint, in accordance with the provisions of Section 6-2.03C of the Department of Transportation’s Standard Specifications, 2015.

This Certificate must state that the particular batch of paint complies with State Specification #PTWB-01R2 (November, 2016).

6.2 Safety Data Sheets:

The manufacturer shall furnish SDS product information sheets whenever paint is delivered to a Department of Transportation facility.

6.3 Air Pollution Compliance:

The paint shall comply with all air pollution control rules and regulations within the State of California in effect at the time the paint is manufactured.

6.4 Contact Information:

Please send batch samples to the Transportation Laboratory for testing at the address below.

California Department of Transportation
Transportation Laboratory – Chemistry Section
5900 Folsom Blvd.

Sacramento, CA 95819
Attention: Richard Wilmshurst, phone: (916) 227-7041
California Dept. of Transportation
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 140 of 183 Page 674 of 811 Specification PTWB-01R2
April 2023

Page 14 of 14 ends

Specification #PTWB-01R2 (April 2023)
File: SpecPTWB-01R2(April 2023).doc
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 141 of 183 Page 675 of 811 Svevia USA INC.
14567 Rancho Vista Drive
Fontana CA 92335
909-559-4134
RMP 100 Caltrans Series White, Yellow, Black
Specifications: Meets performance standards of Federal Specification TT-P1952E, Type II and CA State Specification PTWB-01R2 August 2018.

Product Description: Water-based, fast-drying, acrylic traffic and parking lot marking paint, specifically formulated for ease of use and durability.

Product Usage: Recommended for striping and/or marking of street Highways, Crosswalks, Stop Zones and Parking lots.

Can be applied to a variety of substrates, including asphalt and concrete.

Application: Can be applied using brush, roller, conventional or airless spray equipment. Paint should be applied only on clean, dry surfaces.

Thinning: Use this product as provided, Do Not Thin.

Packaging: This paint is available in 5-gallon Pail and 250-gallon Tote.

Limitations: Do not apply at air, surface or product temperatures below 50°F (10°C) for best results. Applying a test strip to determine dry to no-pickup time when the humidity is higher than 65% Cone whenever necessary.

Dry time at 77°F & 50% Relative Humidity: Dries to touch in 5-10 minutes. Drying times variable depending on temperature, air circulation and humidity.

Condition for Application: All surface must be clean, dry and free from oil, grease, loose aggregate and existing striping that is chipping or peeling. When painting on newly installed surfaces it is recommended to apply a test strip. Protect any newly painted areas until thoroughly dry.

Storage: Keep product away from high heat and keep products from freezing. Proper storage includes tightly sealed containers, inside or covered, above 35°F (3°C) and out of direct sunlight. Outside storage for short intervals is acceptable. Seal containers tightly after use to avoid spillage, or evaporation and skinning.

Safety: Consult SDS sheet or product label for additional information on safety and first aid procedures.

Physical Characteristics: White Yellow Black
Nonvolatile Content, weight: 78.54 76.96 77.55
Pigment content, weight: 61.1 59.52 59.11
V.O.C grams per liter Max: <100 <100 <100
Weight per gallon: 13.97 13.56 13.63
Viscosity: 90.6 KU 85.7 KU 85.6 KU
Dry Opacity: 99.85 97.5 1
Reflectance (Y): 89 54 3
Material Safety Data Sheet available upon request.

CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 142 of 183 Page 676 of 811 Page: APPENDIX E.0
APPENDIX E – RADAR SPEED FEEDBACK SIGNS SYSTEM
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 143 of 183 Page 677 of 811 Page: APPENDIX E.1
APPENDIX E –RADAR SPEED FEEDBACK SIGNS SYSTEM
i. The Contractor shall furnish and install Radar Speed Feedback Display Signs. ii. The Radar Speed Feedback Display Signs shall be RU2 Systems Fast-275 Model, 12” LED Display Output, Slow Alert, or approved equal and to include the following:
a. Data Collector for Fast 275 Model
b. Violators Alert Display
c. Pole Package, V-Loc & Sign Brackets shall be TAPCO or approved equal. d. Speed Limit Display (R2-1)
e. LED Display 5 years manufacturer’s warranty.
iii. Submittal
The Contractor shall provide submittals for the above system per Subsection 2-5.3, “Submittal” of the SSPWC.
iv. The Radar speed feedback sign system shall be constructed per manufacturer’s specifications and instructions.
v. Payment
Full compensation for the furnishing and construction of the above Radar Speed Display Sign shall be paid per each (unit) complete and operational and in compliance with the applicable requirements of the contract documents.

CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 144 of 183 Page 678 of 811 Page: APPENDIX F.0
APPENDIX F – BRIDGE STRUCTURAL CALCULATIONS
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 145 of 183 Page 679 of 811 structural calculations
for

CLARA STREET BRIDGE LIGHTS

CITY OF CUDAHY
23-Sep-19
CE JOB NO. : 19-369

S T R U C T U R A L
1 2 0 5 P I N E A V E N U E , S U I T E 2 0 1 , L O N G B E A C H , C A L I F O R N I A 9 0 8 1 3 T : 5 6 2 . 9 6 1 . 5 6 0 0 F : 5 6 2 . 9 6 1 . 5 7 0 0 W W W . C A S T I L L O E N G I N E E R I N G . C O M 17 NOV 25
EXP. 12/31/25
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 146 of 183 Page 680 of 811 12/9/21, 4:23 PM U.S. Seismic Design Maps
https://seismicmaps.org 1/2
Cudahy River Park, 5322 Clara St, Cudahy, CA 90201, USA Latitude, Longitude: 33.9633378, -118.1720134
Date 12/9/2021, 4:23:15 PM
Design Code Reference Document ASCE7-16
Risk Category II
Site Class D - Default (See Section 11.4.3)
Type Value Description
SS 1.762 MCER ground motion. (for 0.2 second period)
S1 0.629 MCER ground motion. (for 1.0s period)
SMS 2.114 Site-modified spectral acceleration value
SM1 null -See Section 11.4.8 Site-modified spectral acceleration value SDS 1.409 Numeric seismic design value at 0.2 second SA SD1 null -See Section 11.4.8 Numeric seismic design value at 1.0 second SA Type Value Description
SDC null -See Section 11.4.8 Seismic design category
Fa 1.2 Site amplification factor at 0.2 second
Fv null -See Section 11.4.8 Site amplification factor at 1.0 second PGA 0.754 MCEG peak ground acceleration
FPGA 1.2 Site amplification factor at PGA
PGAM 0.904 Site modified peak ground acceleration
TL 8 Long-period transition period in seconds
SsRT 1.762 Probabilistic risk-targeted ground motion. (0.2 second) SsUH 1.942 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 2.379 Factored deterministic acceleration value. (0.2 second) S1RT 0.629 Probabilistic risk-targeted ground motion. (1.0 second) S1UH 0.697 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration.

S1D 0.797 Factored deterministic acceleration value. (1.0 second) PGAd 0.96 Factored deterministic acceleration value. (Peak Ground Acceleration) CRS 0.907 Mapped value of the risk coefficient at short periods CR1 0.902 Mapped value of the risk coefficient at a period of 1 s

0.1 CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 147 of 183 Page 681 of 811 12/9/21, 4:23 PM U.S. Seismic Design Maps
https://seismicmaps.org 2/2

DISCLAIMER
While the information presented on this website is believed to be correct, SEAOC /OSHPD and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in this web application should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. SEAOC / OSHPD do not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the seismic data provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the search results of this website.

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Fttan = 3bn
D Fe,r,ru= zol*(tt.l) = zzz#
1) t,zD + 1,6 + L (SfBoru DtBscnop)
s).qo , 1,6 6uenr Ueeeront)
D,E.NANT\
nv4,z(z.aef)(t ) *1,6(4,Lle) * z.z/'Ao)
4 I-1u= 13,5
l'1r*.1(=. "X,t) - t,6(1,Hkl*)
Ylv = - 5Ll
r-(
q) Yn: At 6t-+ffi :.76i,r(Ho4(o'- tffi,l =?4at^ = z,t-,oKt+- I,
) M,n =s' Sr,., (S- * Sec{iaa holdus b,,srJ on '4k-A scctrbn. Ll=...rr,t,o,r.tr) -3 Qosoi,?) : l?,L'ft
) dA^ = ,9( ,t.o*t') : zl.6af+
6) Qn" = o55 n,tt') = lo.sat'*t
(e) conerl LApAlrY
TS ADEa:VATE fuR
NEl^t P9ST
Wcorbel=472 to 100 plf (see pg. 17) plus Mu corbel=1.2*2.89=3.47 k-ft Mu=17.0 k-ft 17.0 20.1 33000 33 20.1 18.1 CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 156 of 183 Page 690 of 811 I

AFCHITECT
ENGF. IV]C
JOB
JOB NO.

CASTILLO ENGINEERING
1 327 Loma Avenue, Long Beach, CA 9OBO4
Flagpole Footing - Nonconstrained
CBC07, Section 1805.7.2.7
f=
[=
Pp=
lbs
ft
pcf
applied loteral force
distance from ground to point of opplicotion of F
possive bearing pressure Table 1804.2
Note: 2x Increose ollowed for minor structures 1804.3.1.

7.33 lncreose ollowed for wind or seismic, footnote d
diometer or diagonol dimension of squore footing
depth of embedment OK
Footing Dimension
B--liJnfilfi
[= 2.00 ft
a=l--T16.16
Sr= 443 psf
[ = 0.77 ft"2 = 2.34. F [Eqn. 1]
s1 b
d.,.= 4.89 ft =(At2).(1 +[1 +4.36.h/A]05) [Eqn.2]

1.411 FT x 5.OO FT DEEP FLAGPOLE FOOTING

AT GUARDRAIL POSTS
C:\Documents and Settings\scott\My Documents\Dropbox\CE-PROJECTS\2o13 PROJECTS\'I3-1005 CLARA BRIDGE -IGHTS\E NG I N E ER I N G\CALCU LATION S\F-FLAG POLE FOOTI NG CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 157 of 183 Page 691 of 811 EA sTIL
trIVIL
LE ENGtNEERtNEintNE
& STRLJtrTtJRA,L ENGTNEERS
1327 LtrMA.AVE, LENG BEAtrH, C.A 9C]Ettr4 TEL: 562.961 .56A0 FAX: 562.961 .570rl /14 ' c/. 1/
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WM/W. CASTILLOENGIN EERI NG.COM
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 158 of 183 Page 692 of 811

CASTIILO ENGINEERING INC
1327 Loma Avenue
Long Beach, CA 90804
Anchor Tensile Capacity
Diameter=
Gross Area Au=
Eff. Area Ar"=
Material
Type
Tensile Strength F,=
Rn=
0 Rn=
Rn/O=

0.785

0.606
Threaded Rod
58 35.1

26.4 t7,6
tn
in2
.2tn

0.75 2.0
o=
Q=
ksi
kips
(Strength Level)
(Al lowable Stress Level)
t in Diameter Threaded Rod
ASTM A36
kips
USE:

CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 159 of 183 Page 693 of 811 PROJECT NAME: lO SOLID STATE AREA LIGHTING

DSAP SER ES-LED

SPECIFICAT ONS

HOUSING
Top Driver Comportment is heovy cosi, low copper
oluminum. Internol driver brocket ossembly uses o
.l 25" thick oluminum mounting plote. Opticol
housing is spun from ,080 thick oluminum ond hos on
integroted LED module seqt. Aluminum foce frome ond top ring ore vented for possive convective cooling of LED Module.

I/LED OPTICAL MODULE
Low copper 4356 olloy (<.2% copper) cost oluminum
housing. Integroted cleor tempered 3/16. gloss lens
seoled with o continuous silicone gosket protects
emitters (LED's) ond emitter Reflector-Prism optics, ond seols the module f rom woter intrusion ond environmentol contominonts. Entire module is lP67 roted.

Emitters (LED's) ore Luxeon Rebels, high output, Neutrol White nominol 4l00K CCT for the entire module (Cool
White nominol 6500K ore ovoiloble). Eoch emitter is
opticolly controlled by o Reflector-Prism injection
molded from Hl2 ocrylic (3 types per module; one from 0'- 50'; one from 50'- 65'; one from 65'- 72'). Eoch Reflecior-Prism has indexing pins for oiming ond is
secured to on opticol plote mqde of motte block
onodized oluminum. The opticol plote locotes every
Reflector-Prism over on emitter. Reflector-Prisms ore
secured to the opiicol plote with o UV curing odhesive.

The Reflector-Prisms ore orroyed to produce lESType ll, l ES Type lll, l ES Type lV, ond lES Type V-SQ distri butions.The entire Opticol Module is field rototoble in 90. incremenrs.

Both module ond drivers ore foctory wired using woter
resistont, insuloted cord, Lens, module ond drivers ore field reploceoble.

LED DRIVER(s)
Drivers ore UL ond cUL recognized mounted on o single
plote ond foctory wired with quick-disconnect. Constoni current drivers ore electronic ond hove o oower foctor of >.90 ond o minimum operoting temperoture of -40'E Drivers occept on input ot 12O-277Y,50/60H2. (Consult foctory for dimming opplicotions.)
FINISH
Electrosioticolly opplied TGIC Polyester Powder Coot on substrote prepored wiih 20 PSI power wosh ot .|40"F. Four step iron phosphote pretreotmeni for protection qnd
point odhesion.400"F boke for moximum hordness ond
durobility.Texture fi nish is stondord.
@$'L"'J:rif,"'
t! Light pollufion Control Clossiftco+ton System
LPc Full culoff 0%Uplighi Luminoire
FIXTURE TYPE:

L
M-6Effi IJSA 20r r083

FIXTURE A B
DSAP I
20'
508mm

14. 356mm
DSAP 2 5
2s',
635mm

18.5"
470mm
U,S. Architecturol Lighting U.S.I\RCHITECTURAL ffi Wesf A€nue O, tulmdolo d 93Sl Phone (61) 2$-2m0 Fox (61) 2332001
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 160 of 183 Page 694 of 811 DSAP SERIES - LED il
ffi /// e4oseoFs \\\\
lfl( r3$iRtsii: Wil]l
14"64LEDModule*
,^/d ea6t{6oe \\ /// codt$&&o \\\\
ffi:t$lri:ril W il)
I4" 80 LED lVodule *
,,A//H$3HfEHil\\
tfl( $tt::rt ]}]l
W;;:**-/
'I 7" V80 LED [4odule *
ffi
ifl :l:*'l i::;'" ji';!8 l[J
\k*,$;;ifii// ..v
3'|.D.-*l l*

XPK XPS
;",?fl.1 1-",?L,,1 2^] I \)| I \\l ll ll 42' jr tl 42' fi] I l(r06hm) H----------] l(loozmm) ilt|l a_l a_l 3'r.D.--l F 3't.D.--l F
MOUNTING SryLES
XPD
24" l--(ot omm)-*-*l I --T-_l /.:\I
4-fl1.;a, -lll
n,l

VLED' MODULES
DSAPI E.p.A.= 0.77
Avoiloble in:
64 LED Module
80 LED Module
DSAP25 E.P.A.= 1.23
Avoiloble in:
80 LED Module
120 LED Module
1 7" 1 20 LED Module*
* Modules shown depici o typicolType lll light
distribution Refl ector-Prism pollern.

OPTIONS

I ENERNAL
HOUSE SIDESHIELD.... HS
! PHoToCELL+VOITAGE
(EXAMPLE: PCI2OV).. .PC+V
n TWrsTrocK
PHOTO CELL+VOLTAGE
(EXAMPLETPCI20V).. . TPC+V
! TVVIST LOCK
RECEPTACLE ONLY.. ... TPR

I SINGLEFUSE
(120V., 277V)........ SF
! DOUBLE FUSE
(208V., 240\4.,.., .. , DF

ARMS ARE HEAVY WATL EXTRUDED ALUMINUM
CONSTRUCTION. FOR ADDITIONAT
ARM OPTIONS SEE ARM SECTION.

LUMINAIRE

TUMINAINE
! DSAPI
tr DsAP2s
U.S. Archilecturol Lighting
ffi WsiAvenue O Polmdole G 93Sl
Phone (61) 2$-2mo tox (61) 23&2001
FIXTURE A B c
DSAP I
14',
356mm
20"
508mm
t4'
356mm
DSAP25 t8'
457mm
zc
635mm
r 8.5"
470mm

EXTRUDED ALUMINUM ARM AND
CAST ALUMINUM WAIt BRACKET

ASSEMBIY PROVIDED WITH BUILT IN

GASKETED WIRE ACCESS FOR
FIXTURE/SUPPLY WIRE CONNECTION.
t_ I

MOUNTING
HORIZONTAI tAMP

REFTECTORS
! TYPE l .(@J),
tr wPE ilr d@N
A
Lr TYPE v-so
{l@Jl
TED
DSAPI
D 6l[Eo 1oa wotg
I aouo 1ao wottg
DSAP25
E 80!ED (Bo wont
tr I 2otED (r 20 wott
cotoR
[ 'NW - NEUTRAL WHITE (a]ooK) .STANDARO
E cW - cooL WHITE (6ooK)

OTHER LED COIORS AVAILABII

CONSULT FACTORY

VOTTAGE
D12U277V
E 347.480v

ARM MOUNT
,l 1L---.,1 !xPKtr !xPsa
l-1xpo19+
b
trr.... O.

WAttMOUNT
trwM.. q

STANDARD

TEXTURED FINISH

E BLACK
RAt 900$T
tr WHITE
RAt-9003-T
N GREY
RAt-700+T
E DARK BRoNZE
RAL{OI9.T

E GREEN
RAt{00$T

FOR SMOOTH FINISH

REMOVE SUFFIX
-T'
(EMl'.4PtE: RAI--9005)

SEE USALTG,COM FOR

ADDITIONAL COLORS
U.S. ARCHITECTURAL
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 161 of 183 Page 695 of 811 RN{TS 5EE l1-
5" ROUNII 5TRAI6HT STEEI
SHAFT:

EASE PLATE:

ANCHORAEE:

BA5E COVER:

FINISH:

SPECIFITATIONS
5" trIAMETER, FABRICATEO FROM HIEH ERADE STRUfTURAL STEEL TUBE. SHAFT fONFDRMS TO A5TM.A-5OI-68 SPEfIFIfATIONS. MEETS DR EXEEEDS MINIMUM YIELO STRENETH OF 46,ODO P.5.I. WALL THIf KNE55 II 6A. t.IZO WALL]OR 7 EA. t.IAD WALL] A5 SPEfIFIEO. REINFDRCED HAND HOLE I5 FURNISHED WITH fOVER, SHAFT I5 FURNISHEO WITH EROUNtr LUE LOfATEtr INSIDE POLE DN WALL OPPOSITE HAND HOLE.

FABRIfATED FROM STRUfTURAL QUALITY HOT ROLLED 5TEEL. MEET5 AR EXCEED5 MINIMI-JM YIELO STRENETH OF 35,OOO P.s.I. BASE TELE5fOPES ANB I5 f IRf UMFERENTIALLY WELtrEO TO POLE 5HAFT.5LOTTEtr BOLT HOLES PROVItrE I'FLEXIBILITY trN EITHER SINE OF BOLT EIRfLE fENTERLINE. t4] ANTHOR BOLTS FABRIfATEO FROM HOT ROLLEtr 5TEEL BAR, MINIMUM YIELO STRENETH DF 5D,OOO P.5.I. BDLT5 HAVE "L" BEND ON ONE END ANtr ARE THREADED ON THE BTHER ENO. BOLTS ARE FULLY EALVANTZED AND ARE FURNISHED WITH TWO NUTS AND TWO WAsHERS.

FABRIfATED FROM HEAVY EAUEE OUALITY fARBON 5TEEL. TWO PIEfE TOVER fONEEALS BA5E.

FOLYE5TER POWNER fOAT. THE METAL 5URFAfE I5 PRETREATEtr EY SANN BLAST PROIESS FOR MAXIMUM PAINT AOHESION. ELEITRO5TATIfALLY APPLIED trOLYESTER FOWNER TOPEDAT I5 BAKED AT 4DO" TEMPERATURE FDR MAXIMUM HARDNE5S AND EXTERIOR DURABILITY. 660 WEST AVENUE O. PALMDALE. OA. 9355'1
(661) 233-2000
FAX NO. (661) 233-2001
wvr/lv-usaltg,com Fl-13
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 162 of 183 Page 696 of 811 RNTs sERIEs la

ENEINEERINE OATA
Maximum EPA - Square Feet
All above design calculations dre based on sustained wind forces plus additional 1.3 wind gust
[Example: Fole rated at B0 MPH withstands 104 l\4PH qusts] ||
",1"".11 lhl lf:
1$
ItrVe' - 1?1/z'trlA.

BOLT EIRELE
Fixt. wgt.
200
175
325
150
275
125
250
Catalog
Number
RNTS 165-11
RNTS 185.11
RNTS 185-7
RNTS 205.1 1
RNTS 205-7
RNTS 255.11
RNTS 255-7
90 MPH

10.0 8.1

16.3 6.5

14.9 5.9

10.7 80 MPH

12.6 10.0

32.1 7.9

22.9 7.6

13.2 70 MPH

15.8 12.6

43.9 10.1

32.5 10.9

19.7 8.1

6.5 12.4

5.2 10.1

4.1 8.0
TION
R
N
T
S
!165-11 16' 11 |1yr'^
tr185-11 18' 11 |1Yr"
tr 1 8s-7 18' 7 ljyr'
!205-11 20' 11 ljyr'
f1205-7 20' 7 11y,',
n255-11 25' 11 1|yr',
azss-7 2s' I 11lz'

POLE WALL BOLT ANCHORAGE

HEIGHT THICKNESS CIRCLE
tr2 B/B'x4'TENoN
PT23
n2 7/8'x4'TENoN
PT27
trOTHER TENON MT
-

DRILL MOUNT
nt.,..........r- lt*....Jr
nz-tso..r-r !+90....
lz+0........L tr3-120..Y
2-90,3-90,4-90

REQUIRES
PT27
AND
T490

ADAPTER
!DARK
BRONZE
DBM
NMEDIUN4
BRONZE
MBM
NBLACK
BKM
OPTION:

VANIZED

POLYESTER
POWDEH
PDR

SEE PAGE
3 FOR

ADDITIONAL
coLoRs
f] DUPLEX RECEPTACLE
DUP
E GFI REoEPTAcLE
GFI
tr 3 WAY ADAPTER
T31 20
N 4 WAY ADAPTER
T490

N ROUND BASE COVER
RBC
n 1/2" couPL|NG
CPLNl/2
[] 3/4" couPLtNG
CPLN3/4
N 2,.COUPLING
CPLN2
(SPECTFY C0UPLTNG LOCATON)

SEE ACCESSORIES SECTION

FOR OTHEF OPTIONS,
660 WEST AVENUE O, PALIVDALE, CA. 93551
(661) 233-2000
FAX NO. (661) 233-2001 F1-14 www.usaltg.com
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 163 of 183 Page 697 of 811 trA5Tt LLE EN E I N EERt NG,t N tr
trIVI L & -STRLJETUIRAL EN.EiIN.EERS
' 1 327 LBMA AVE, LtrNC3 BEACH, CA 9trElo4
-f EL: 562.96 1 .560D FAX: 562.g61 .57gCl
ENGR. DArE PROJECT JoB No. SHT. l+/
P*r. t^tr
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WWW.trASTILLDENGINEERING.trOM
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 164 of 183 Page 698 of 811 ,yu-fllb &y t6n N 6
E.A,5Tt LLE E N G I N E E Rl N E, I N tr
trIVIL & STRUtrTUIRAL ENGINEERS
1 327 LtrMA AVE, LtrNC BEACH, EA 9trBtr4 rEL: 562.961.56trtr FAX: 562.961.57tr8 CAa..y1LTvFfu b6Wrl
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. trIVI.L &.5TRUtrTU,RAL E.NEINEERS
1327 LAMA AVE, LC]NG BEAtrH, CA 9OBB4
TEL: 562.961 .56oD FAX: 562.961 .37Os
ENGR, DATE PROJECT JoB NO. SHT. }4/
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LESS THAN 216 K-FT .57
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 166 of 183 Page 700 of 811 GASTt LLCI E N G I N E E Rt N [3, I N E
trIVIL & STRTJtrTURAL ENGINEERS
'I 327 LDMA AVE, LONc; BEAtrH, trA gtrEl04
'f EL: 562.9 6 t .5600 FAX: 562.961 .5700
ENGR. DATE PROJECT JOB No. SHT. lr7
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CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 169 of 183 Page 703 of 811 CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 170 of 183

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CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 173 of 183

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Page: APPENDIX G.0
APPENDIX G – PLANS
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 174 of 183 Page 708 of 811

TITLE SHEET
1 TS
KERN
COUNTY 260TH
RD

LANCASTER

VENTURA

VENTURA
PINES
COUNTY 165TH
BIG
ANTELOPE 170TH

O BERNARDINO SAN
G

J COUNTY
SAN

BERNARDINO
COUNTY
RD
170TH

LANCASTER
FORT TEJON RD 140TH
E ST E 30THANTELOPE 10 TH

PALMDALE
AVENUE
AVENUE
P
AVENUE M 90TH
AVENUE
AVENUE 110TH
AVENUE
I
AVENUE
COUNTY

LOCATION MAP
N
E A
ORANGE
COUNTY

PEARBLOSSOM

PROJECT SITE

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" AND CALTRANS STANDARD DRAWINGS AND SPECIFICATIONS, LATEST EDITION WITH ALL

CURRENT SUPPLEMENTS, AND ALL APPLICABLE STANDARDS AND SPECIFICATIONS TO THE SATISFACTION OF THE ENGINEER.

2. PRIOR TO BEGINNING OF ANY WORK, THE CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY OF CUDAHY.

3. ALL WORK COVERED BY THIS PLAN SHALL BE INSPECTED BY THE CITY ENGINEER. REQUEST FOR INSPECTION SHALL BE MADE A MINIMUM OF 48 HOURS ADVANCED NOTICE AT PHONE NO. (323) 773-5143.

4. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (U.S.A.) 48 HOURS PRIOR TO THE START OF WORK. UPON EXPOSING ANY UTILITY'S UNDERGROUND FACILITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY IMMEDIATELY.

5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL UTILITIES OF EVERY NATURE,

WHETHER SHOWN HEREON OR NOT, TO PROTECT THEM FROM DAMAGE WITHIN THE ALIGNMENT OF THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR OR

REPLACEMENT OF UTILITIES DAMAGED BY OPERATIONS IN CONNECTION WITH THE PROSECUTION IF THE WORK.

6. THE CONTRACTOR SHALL PROTECT AND RESTORE EXISTING UTILITIES AND IMPROVEMENTS PER THE LATEST EDITION OF THE STANDARD PLANS AND SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.

7. THE CONTRACTOR IS ADVISED THAT, UNLESS NOTED OTHERWISE IN THE CONTRACT DOCUMENTS OR

INSTRUCTED BY THE ENGINEER, ALL MATERIALS REMOVED UNDER CLEARING AND GRUBBING SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED DISPOSED FROM THE JOBSITE.

8. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE FOR PUBLIC SAFETY AND CONVENIENCE AND SECURE THE PROJECT AS WELL AS ADJOINING PROPERTIES DURING THE DURATION OF PROJECT.

9. THE CONTRACTOR SHALL ADJUST MANHOLE FRAME AND COVER AND VALVE COVERS TO FINISH GRADE.

10. THE CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN FOR THE COMPLETION OF THE PROPOSED

IMPROVEMENTS PER CA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) TO THE SATISFACTION OF THE ENGINEER. A MINIMUM OF ONE LANE OF TRAFFIC IN EACH DIRECTION SHALL BE MAINTAINED AT ALL TIMES.

11. AS REQUIRED BY THE ENGINEER, THE CONTRACTOR SHALL FURNISH AND OPERATE A SELF-LOADING MOTOR

SWEEPER WITH SPRAY NOZZLES AT LEAST TWICE EACH WORKING DAY TO KEEP PAVED AREAS ACCEPTABLY CLEAN WHEREVER CONSTRUCTION, INCLUDING RESTORATION IS INCOMPLETE.

12. THE CONTRACTOR SHALL VERIFY THE EXACT LIMITS AND LOCATION OF CONSTRUCTION IMPROVEMENTS.

13. ALL EXISTING PORTLAND CEMENT CONCRETE (P.C.C.) AND ASPHALT CONCRETE PAVEMENT TO BE REMOVED SHALL BE SAWCUT, FULL DEPTH, TO A TRUE LINE WHERE NEW CONCRETE PAVEMENT IS TO JOIN.

14. ALL EXCAVATION SHALL BE BACKFILLED AT THE END OF EACH WORKING DAY AND ROAD OPEN TO VEHICULAR TRAFFIC UNLESS APPROVED BY THE ENGINEER.

15. THE FOLLOWING IS A LIST OF THE UTILITY COMPANIES AND THEIR CONTACTS:

TRACT 180

WATER COMPANY

LUIS RODRIGUEZ
M: 323-771-6682
E: [email protected]
TRACT 349

MUTUAL WATER COMPANY
RYAN ROSCHÉ
P: 323-560-1601
E: [email protected]

SOUTHERN CALIFORNIA EDISON
LAAULI “ULI” OLOTOA
M: 310-363-2044
E: [email protected]

SO CAL GAS

DANNY MACMILLAN
M: 818-850-9314
E: [email protected]

CHEVRON PIPELINE & POWER

DAVE ZERLER
M: 714-728-0580
E: [email protected]
CRIMSON MIDSTREAM, LLC.

JUSTIN TORRES
M: 562-714-3739
E: [email protected]

LA COUNTY PUBLIC WORKS
EDUARDA (EDA) P. GARCIA
P: 626-458-4937
E: [email protected]

CHARTER COMMUNICATION

JESSE GONZALES
(626) 430-3570

LA COUNTY SEWER

MAINTENANCE DIVISION

NELSON MANABAT
(626) 300-3348
E: [email protected]
NO. REVISED BY APPROVED BY
SHEET OF 10 SHEETS DWG. NO.

DATE
J.N. 250629
DATE
APPROVED BY:
13367 BENSON AVE.

CHINO, CA. 91710
(909) 595 8599

CITY ENGINEER

RAY CASEY
DATE
811

TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
THESE PLANS ARE SCHEMATIC BY DESIGN. DELINEATION,

DIMENSIONS, AND LOCATIONS OF PAVEMENT MARKINGS,

MARKERS, AND LIMITS OF WORK ARE APPROXIMATE AND
FOR THE PURPOSE OF BID PREPARATION. FINAL LIMITS OF

WORK, PAVEMENT MARKINGS AND MARKERS, AND ALL

ITEMS OF WORK SHALL BE PER THE CITY ENGINEER OR
DESIGNEE.

SEE SHEET C2 FOR FULL CONSTRUCTION NOTES & LEGENDS
MICHAEL J. ACKERMAN, R.C.E C64663

CLARA BRIDGE LIGHTING IMPROVEMENT PROJECT
CITY PROJECT NUMBER: BRI-001
11/21/2025

CITY OF CUDAHY

PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION
ALL UTILITIES SHOWN ON THIS PLAN ARE BASED ON AVAILABLE RECORDS. IT

SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL

EXISTING UTILITIES BY POTHOLING AND CONTACTING THE UTILITY AGENCIES TO AVOID DAMAGING EXISTING UTILITIES DURING EXCAVATION.

CITY OF CUDAHY

PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION

APPROVAL OF THIS PLAN BY THE ENGINEER AND CITY ENGINEER DOES NOT

CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF

OR THE EXISTENCE OR NONEXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE EXISTENCE AND

LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS.

1. ALL TRAFFIC CONTROL WORK FOR CONSTRUCTION SHALL CONFORM TO PART 6 - TEMPORARY TRAFFIC

CONTROL OF THE CALIFORNIA MANUAL OF TRAFFIC CONTROL DEVICES (CA MUTCD) LATEST EDITION (TYP), ADDENDUMS, LATEST EDITIONS, AND ALL O.S.H.A. REQUIREMENTS.

2. THE CONTRACTOR SHALL HAVE ALL TRAFFIC CONTROL SIGNS, DELINEATORS, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION.

3. THE CONTRACTOR SHALL MAINTAIN ALL TRAFFIC CONTROL SIGNS, DELINEATORS, ETC., TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC WHILE WORKING IN THE STREET.

4. ADDITIONAL TRAFFIC CONTROL DEVICES MAY BE REQUIRED IN THE FIELD. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ANY ADDITIONAL TRAFFIC CONTROL DEVICES REQUIRED BY THE CITY INSPECTOR/REPRESENTATIVES TO ASSURE PUBLIC SAFETY AT ALL TIMES. NO ADDITIONAL COMPENSATION WILL BE ALLOWED.

5. THE CONTRACTOR SHALL UTILIZE A FLAGMAN DURING CONSTRUCTION WORK AS DEEMED NECESSARY BY THE AGENCY REPRESENTATIVE.

6. ARROW BOARDS SHALL BE USED ON ANY LANE CLOSURE ON ARTERIAL STREETS.

7. STRIPING SHALL BE CAT TRACKED AND APPROVED BY THE AGENCY REPRESENTATIVE PRIOR TO FINAL INSTALLATION.

8. MAINTAIN TWO TRAFFIC LANES ON BOTH DIRECTIONS AT ALL TIMES.

9. ALL TRAFFIC LANES MUST BE OPEN ON WEEKENDS AND HOLIDAYS.

10. ANY DEVIATION TO THE TRAFFIC LANE REQUIREMENTS SHALL REQUIRE THE CITY ENGINEER'S APPROVAL. A MINIMUM 24 HOURS ADVANCE NOTICE IS REQUIRED.

11. THE CONTRACTOR SHALL PROVIDE ACCESS TO ALL ADJACENT PROPERTIES AND DRIVEWAYS AT ALL TIMES EXCEPT AS NECESSARY FOR CONSTRUCTION ACTIVITIES IN THE IMMEDIATE VICINITY OF THE WORK AREA.

12. A MINIMUM LANE WIDTH OF 10' SHALL BE MAINTAINED AT ALL TIMES.

13. CONTRACTOR SHALL MAINTAIN PEDESTRIAN ACCESS AT ALL TIMES PER ADA REQUIREMENTS.

14. INSTALL TEMPORARY NO PARKING SIGNS (IF REQUIRED) 72 HOURS PRIOR TO THE CLOSURE.

15. CONTRACTOR SHALL COVER OR REMOVE ALL CONFLICTING SIGNS AND MARKINGS.

16. ALL DELINEATORS AND WARNING SIGNS SHALL BE EQUIPPED WITH REFLECTIVE BAND AT NIGHT TIME.

SHEET NO. DESCRIPTION
1 TITLE SHEET
2 CONSTRUCTION PLAN
3 - 5 ELECTRICAL PLAN & DETAILS
7 - 09 STRUCTURAL PLANS & DETAILS

A T L A N T I C A V E N U E

PROJECT AREA

L O S A N G E L E S R I V E R

C L A R A S T

VICINITY MAP

NO SCALE

SITE MAP

NO SCALE
710
FWY
LOS

ANGELES
RIVER

C L A R A S T R E E T

PROJECT AREA
S. R I V E R R O A D
N. R I V E R R O A D
710
FWY

E L I Z A B E T H S T

S A N T A A N A S T

W I L C O X A V E

F L O R E N C E A V E N U E

P A T A T A S T R E E T

S A L T L A K E A V E N U E

C E C I L I A S T

CLARA BRIDGE LIGHTING IMPROVEMENT PROJECT
CITY PROJECT NUMBER: BRI-001
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 175 of 183 Page 709 of 811 41+00
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R I V E R R O A D C L A R A S T R E E T
44+59.52
46+00
47+00
48+00
49+00
50+00
51+00
52+00
53+00
A
A
A
A
A
A
A

RIVER ROAD

R I V E R R O A D

C L A R A S T R E E T

CONSTRUCTION PLAN
2 CP
NO. REVISED BY APPROVED BY
SHEET OF 10 SHEETS DWG. NO.

DATE
J.N. 250629
DATE
APPROVED BY:
13367 BENSON AVE.

CHINO, CA. 91710
(909) 595 8599

CITY ENGINEER

RAY CASEY
DATE
811

TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
THESE PLANS ARE SCHEMATIC BY DESIGN. DELINEATION,

DIMENSIONS, AND LOCATIONS OF PAVEMENT MARKINGS,

MARKERS, AND LIMITS OF WORK ARE APPROXIMATE AND
FOR THE PURPOSE OF BID PREPARATION. FINAL LIMITS OF

WORK, PAVEMENT MARKINGS AND MARKERS, AND ALL

ITEMS OF WORK SHALL BE PER THE CITY ENGINEER OR
DESIGNEE.

SEE SHEET C2 FOR FULL CONSTRUCTION NOTES & LEGENDS
MICHAEL J. ACKERMAN, R.C.E C64663

CLARA BRIDGE LIGHTING IMPROVEMENT PROJECT
CITY PROJECT NUMBER: BRI-001
11/21/2025

CITY OF CUDAHY

PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION
ALL UTILITIES SHOWN ON THIS PLAN ARE BASED ON AVAILABLE RECORDS. IT

SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL

EXISTING UTILITIES BY POTHOLING AND CONTACTING THE UTILITY AGENCIES TO AVOID DAMAGING EXISTING UTILITIES DURING EXCAVATION.

REMOVE EXISTING AC PAVEMENT SECTION TO 6” DEPTH.

CONSTRUCT 2” AC TYPE C2-PG 64-10 OVER 4" AC TYPE
B-PG 64-10 OVER 8" SCARIFIED AND COMPACTED
SUBGRADE.

CONSTRUCT HOT CRACK SEAL AND TYPE II SLURRY SEAL
PER PLANS AND SPECIFICATIONS.
32' 20' 40' 80'
24'40'
16' 8' 0
SCALE: 1" = 40'

1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING WORK. IF

CONDITIONS EXIST WHICH ARE CONTRARY TO THOSE SHOWN ON PLANS, THE CITY ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH WORK.

2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIARIZED WITH THE JOB SITE AND THE LOCATION OF ALL UNDERGROUND FACILITIES SHOWN OR NOT SHOWN.

3. ALL TRAFFIC LINES AND PAVEMENT MARKINGS SHALL CONFORM TO WITH PART 3 - MARKINGS OF THE

LATEST VERSION OF THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD), AND CALTRANS STANDARD PLANS AND SPECIFICATIONS (LATEST EDITION) SECTION 56 "OVERHEAD SIGN STRUCTURES", 82 "SIGNS AND MARKERS", AND 84 "MARKINGS"AND CALTRANS STANDARD PLANS

AND ANY ADDENDUM THERETO, LATEST EDITION AND THESE PLANS AND CONTRACT SPECIAL PROVISIONS.

4. INSTALLATION OF PERMANENT MARKINGS AND STRIPING SHALL BE DONE ONLY AFTER THE STRIPING CAT-TRACKS HAVE BEEN APPROVED BY THE CITY ENGINEER. CONTACT CITY OF CUDAHY FOR INSPECTION AT LEAST 24 OURS BEFORE COMPLETING LAYOUTS. THE CITY ENGINEER MUST APPROVE ANY CHANGES TO THE PLANS.

5. 6. ALL STRIPING AND PAVEMENT LEGENDS AND MARKINGS SHALL BE REFLECTORIZED AND APPLIED IN THERMOPLASTIC PAINT..

7. ALL EXISTING PAVEMENT STRIPING AND MARKINGS ARE THERMOPLASTIC. EXISTING STRIPING AND

MARKINGS TO BE REMOVED SHALL BE DONE BY GRINDING OR OTHER APPROVED METHOD APPROVED BY THE ENGINEER.

8. PAVEMENT DAMAGED DUE TO REMOVAL OF MARKERS OR STRIPING SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER.

9. LANE WIDTHS SHALL BE MEASURED BETWEEN CENTERLINES OF EACH ADJACENT SINGLE OR DOUBLE STRIPE OR TOP OF CURB, FLOW LINE OR EDGE OF PAVEMENT AS APPROPRIATE.

10. THE CONTRACTOR SHALL CONTACT THE CITY OF CUDAHY CITY FOR INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION.

11. ALL SIGNS TO BE INSTALLED SHALL BE NEW AND ALL SIGN SHALL BE REFLECTIVE AND SHEETING SHALL BE HIGH INTENSITY GRADE WITH PROTECTIVE OVERLAY FILM. SIGNS TO BE INSTALLED ON EXISTING STREET LIGHT POLES AND POST SHALL BE MOUNTED WITH NEW HARDWARE.

12. TRAFFIC SIGNS DIMENSIONS, COLOR, LETTERING, AND SIGN CODES SHOWN ON THE PLAN SHALL CONFORM TO THE LATEST CALIFORNIA MUTCD SPECIFICATIONS.

13. NEW SIGN POSTS SHALL BE 12 GAGE GALVANIZED STEEL, PERFORATED 4 SIDES, EASY ERECT BREAKAWAY BASE, "UNI-STRUT OR APPROVED EQUAL. NEW SIGN POST SHALL BE CONSTRUCTED IN PCC FOOTING AS DETAILED HEREON, UNLESS APPROVED OTHERWISE.

14. CONTRACTOR SHALL INSTALL RAISED BLUE REFLECTIVE MARKER TYPE 1 AT EACH FIRE HYDRANT LOCATION WITHIN THE PROJECT LIMITS. THE REFLECTOR SHALL BE 6" FROM THE CENTERLINE STRIPE,

OR APPROXIMATE CENTER OF THE PAVEMENT WHERE THERE IS NO CENTERLINE STRIPE, ON THE SIDE NEAREST THE FIRE HYDRANT (PER CA MUTCD 2003, CA SUPPLEMENT FIG 38-102). MARKER LOCATION SHALL BE APPROVED BY THE CITY ENGINEER BEFORE INSTALLATION.

INSTALL RAISED PAVEMENT MARKERS AND 2 YELLOW

THERMOPLASTIC TRAFFIC LINES PER CALTRANS
STANDARD PLAN A20A, DETAIL 22. AT PCC BRIDGE

INSTALLATION MUST INCLUDE SEALER APPLICATION
PRIOR TO THERMOPLASTIC APPLICATION.

INSTALL RAISED PAVEMENT MARKERS AT EXISTING
TRAFFIC LINES. LAYOUT PER CALTRANS STANDARD PLAN
A20A, DETAIL 22.

INSTALL BIKE LANE ARROW & SYMBOL WITH PERSON

PAVEMENT MARKING PER CALTRANS STANDARD PLAN
A24A & A24C.

INSTALL BIKE STRIPING AND CHEVRON PAVEMENT
MARKING PER CALTRANS STANDARD PLAN A20D,
REFER TO PLAN FOR LAYOUT.

REMOVE AND REPLACE SIDEWALK & DRIVEWAY APRON
FOR ELECTRICAL TRENCH.

TRENCH AND REPAIR OR BORE UNDER STREET

STRUCTURAL SECTION INCLUDING PCC, AC, AND BASE
FOR ELECTRICAL TRENCH.

PURCHASE AND INSTALL RADAR SPEED FEEDBACK SIGNS
SYSTEM AND MOUNTING EQUIPMENT (RU2 SYSTEMS
FAST-275 MODEL, 12" LED DISPLAY OUTPUT, SLOW
ALERT).

PURCHASE AND INSTALL MUTCD R2-1 "25 SPEED LIMIT
SIGN" ON LIGHT POLE.

CONTRACTOR SHALL REMOVE EXISTING STRIPING

WITHIN PCC CONCRETE AREAS BY GRINDING AND/OR

SAND BLASTING EXISTING ANY THERMOPLASTIC
STRIPING FOLLOWED BY 2.5% LATEX AND RELOCATION

OF SIGNS REPLACE BEFORE INSTALLATION OF MARKINGS
AND STRIPING. COMPLY WITH AQMD AND STATE

REGULATIONS FOR METHOD OF SANDBLAST

CLEAN, REPAIR, PREP AND PAINT BRIDGE RAILING,

METAL BEAM GUARD RAIL INCLUDING BUT NOT LIMITED
TO; WOOD POSTS, BRACKETS, AND APPURTENANT
HARDWARE AND TUBULAR STEEL FENCE. COLOR BLACK

TO MATCH EXISTING WEST BOUND GUARDRAIL PER
CALTRANS BRIDGE RAIL PAINT SPECIFICATIONS.

INSTALL STREET LIGHTS PER ELECTRICAL AND
STRUCTURAL PLANS.

TYP.
1 2
21 22
22 21
11 31
2 31
12 12
13 8
12 1
1 1
12 13
13 13
13 13
13 12
62 31
32 11
12 33
61 62
61 13
32 7
347
12 12
12 12
12 TYP.
33 34
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 176 of 183 Page 710 of 811

CLARA STREET

EAST APPROACH
47+00
48+00
49+00
50+00
51+00
52+00
53+00

INSTALL CONDUIT

BELOW BRIDGE
A
A
A
TYP.

B
A
B B
A

REFER TO CIVIL/STRUCTURAL DRAWINGS FOR
POLE DETAILS. SEE DETAIL 'A' THIS SHEET

PROVIDE UNDERGROUND PULL BOX

FOR CONDUIT TRANSITION

SAW CUT, TRENCH, INSTALL CONDUIT AND

BACKFILL TO MATCH EXISTING CONDITIONS
5 INDICATES CIRCUIT NO. (TYP.)
5 3
2 3
-ELECTRICAL CONTRACTOR SHALL VERIFY EDISON EASEMENT

REQUIREMENT BEFORE LIGHT POLE INSTALLATION
-REFER TO DETAIL 'B' THIS SHEET.

SCALE: 1" = 30'-0"

DESCRIPTION MANUFACTURER AND CATALOG NUMBER
V.A.

FIXT
TYPE
FIXT
& WATTS
NO. LAMPS

LIGHTING FIXTURE SCHEDULE
LAMPS

TYPE OF
A 3-64 192
DSA-VLED-III-64LED-525mA-NW(4000K)-120-XPD-(3-90)-HS-VLED U.S. ARCHITECTURAL LIGHTING
LED RNTS-255-7-PT27-XPD-3@90
6-#6 BARS VERTICALLY W/6#3 TIES

STREETLIGHT DETAIL AT GROUND LEVEL
N.T.S.

BASE (MINIMUM).
@ 3" O.C. THEN @ 12" O.C. HORIZ.
1'-6" DIA. CONCRETE
DHE-2
B
5'-0"
MIN.25'-0"
NOTE: VERIFY ANCHOR BOLT

FINISHED GRADE
CONDUIT (24" MINIMUM)

REQUIREMENTS WITH POLE

BASE COVER
SUPPLIER.

FIXTURE TYPE
LED LUMINAIRE 120 VOLTS
(SEE FIXTURE SCHEDULE)
COVER. COLOR TO MATCH FIXTURE.

WITH ANCHOR BOLTS AND BASE
5" ROUND STRIAGHT POLE COMPLETE
RTN S-255-7-PT27-XPD-3@90°

HAND HOLE

VERIFY WITH STRUCTURAL DRAWINGS

TOP VIEW
POLE

LUMINAIRE

BRIDGE STREETLIGHT DETAIL
N.T.S. DHE-2
A

FIXTURE TYPE
LED LUMINAIRE 120 VOLTS
(SEE FIXTURE SCHEDULE)
COVER. COLOR TO MATCH FIXTURE.

WITH ANCHOR BOLTS AND BASE
5" ROUND STRIAGHT POLE COMPLETE
RTN S-255-7-PT27-XPD-3@90°

TOP VIEW
POLE

LUMINAIRE
BRIDGE
W.P. JUNCTION BOX
3/4" RIGID CONDUIT

POLE OPENING
1 2

REFER TO STRUCTURAL

DRAWINGS FOR POLE BASE

AT BRIDGE

REFER TO CIVIL AND STRUCTURAL
DRAWINGS FOR CUSTOM MADE POLE.

REFER TO STRUCTURAL

DRAWINGS FOR POLE BASE

INSTALLATION DETAILS

CUSTOM MADE POLE

COORDINATE WITH MANUFACTURER
PROVIDED WITH 5 AMP

FUSES (PROVIDE UNISTRUT SUPPORT)
3 4
5 (COORDINATE WITH MANUFACTURER FOR (6) CUSTOM MADE

POLES PER DETAIL 'A' THIS PAGE)
NO. REVISED BY APPROVED BY
SHEET OF 09 SHEETS DWG. NO.

DATE
J.N. 250629
DATE
APPROVED BY:

CITY ENGINEER

RAY CASEY
811

TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
THESE PLANS ARE SCHEMATIC BY DESIGN. DELINEATION,

DIMENSIONS, AND LOCATIONS OF PAVEMENT MARKINGS,

MARKERS, AND LIMITS OF WORK ARE APPROXIMATE AND
FOR THE PURPOSE OF BID PREPARATION. FINAL LIMITS OF

WORK, PAVEMENT MARKINGS AND MARKERS, AND ALL

ITEMS OF WORK SHALL BE PER THE CITY ENGINEER OR
DESIGNEE.

SEE SHEET C2 FOR FULL CONSTRUCTION NOTES & LEGENDS CLARA BRIDGE LIGHTING IMPROVEMENT PROJECT CITY PROJECT NUMBER: BRI-001
11/13/2025

CITY OF CUDAHY

PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION
ALL UTILITIES SHOWN ON THIS PLAN ARE BASED ON AVAILABLE RECORDS. IT

SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL

EXISTING UTILITIES BY POTHOLING AND CONTACTING THE UTILITY AGENCIES TO AVOID DAMAGING EXISTING UTILITIES DURING EXCAVATION.

MOSTAFA KASHE
R
A
EXP. 06.30.2026
O
E
NO. E-15668
E
TE
S
R
E L
AT
ST I E
G
ST
OM
DER
P
E
I A

F CAL FO I
I C
C T R
L A
RN
ER
GNE

OFESS I
KASH
E
NA O
L
I N
FA

ELECTRICAL PLAN
4 EP1
CONSTRUCTION NOTES:

NOTE: VERIFY ANCHOR

BOLT REQUIREMENTS
WITH POLE SUPPLIER.

1. WORK UNDER THIS CONTRACT SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING:

A. FURNISHING, INSTALLING AND TERMINATING CONDUCTORS TO ELECTRICAL EQUIPMENT AND TESTING OF ALL

SYSTEMS AND SUBSYSTEMS UNDER FULL LOAD CONDITIONS WITHIN THE SCOPE OF THIS CONTRACT AS INDICATED ON THE CONTRACT DRAWINGS AND IN THE SPECIFICATIONS.

B. FURNISHING AND INSTALLING OF ALL RACEWAYS; EMBEDDED, CONCEALED, OR EXPOSED.

C. FURNISHING AND INSTALLING OF ALL CABLES IN RACEWAYS AND TERMINATING AS REQUIRED FOR THE OPERATION OF ALL SYSTEMS AND SUBSYSTEMS UNDER FULL LOAD CONDITIONS.

D. RACEWAYS AND CABLES FOR LIGHTING CIRCUITS AND 120/240V POWER SHALL BE TAGGED AT EACH END WITH POWER SOURCE AND CIRCUIT NUMBER PER SPECIFICATIONS.

E. STUB-OUTS OF CONDUITS SHOWN ARE BASED ON APPROXIMATE LOCATIONS OF EQUIPMENT. THIS CONTRACTOR

SHALL BE RESPONSIBLE FOR COORDINATING THE STUB-OUT LOCATION WITH EQUIPMENT FURNISHED AND ALSO FOR EXTENDING THE CONDUITS TO THE FINAL EQUIPMENT AND OUTLET LOCATIONS.

2. INTERFACE WITH RELATED CONSTRUCTION CONTRACTS:

A. THE CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING OF HIS PORTIONS OF THE SYSTEM AND FOR COORDINATION WITH OVERALL SYSTEM TESTING.

3. ALL ELECTRICAL WORK SHALL BE COORDINATED WITH THE EXISTING STRUCTURES AND UNDERGROUND UTILITIES TO AVOID INTERFERENCES.

4. MANUFACTURER'S EQUIPMENT TYPES OR CATALOG NUMBERS ARE SHOWN FOR CLARITY AND TO ESTABLISH MINIMUM QUALITY LEVEL. EQUAL CONSIDERATION WILL BE GIVEN TO OTHER MANUFACTURERS OF SIMILAR EQUIPMENT.

5. CONDUIT REQUIREMENTS:

A. CONDUIT LAYOUTS ARE DIAGRAMMATIC. EXACT ROUTINGS SHALL BE COVERED BY THE EXISTING STRUCTURES AND THE OUTLET SERVED. INSTALL LIGHTING UNDERGROUND CONDUITS AS FAR AWAY AS POSSIBLE FROM TREE ROOTS. COORDINATE WITH FINAL LANDSCAPE PLANS FOR LOCATION OF TREES. LIGHTING CONDUITS AT BRIDGE SHALL BE EXPOSED RIGID GALVANIZED STEEL CONDUIT.

B. ALL CONDUITS SHALL BE IDENTIFIED WITH NUMBERS AND TAGGED. IF NO SCHEDULE NUMBER HAS BEEN ASSIGNED, USE CIRCUIT NUMBER.

C. SPARE CONDUITS SHALL TERMINATE WITH AN EMBEDDED COUPLING FLUSH WITH THE FINISHED SURFACE AND PLUGGED WITH REMOVABLE PLUG, UNLESS OTHERWISE NOTED ON THE DRAWINGS.

D. ALL UNDERGROUND EXPOSED AND ENCASED CONDUITS SHALL BE 1" MINIMUM RIGID STEEL UNLESS OTHERWISE NOTED ON THE DRAWINGS.

E. ALL UNDERGROUND CONDUITS SHALL BE 24 INCHES BELOW FINISHED GRADE LEVEL, MINIMUM.

F. PROVIDE FLEXIBLE CONDUIT CONNECTION EXPANSION/SEISMIC JOINTS WHEN CROSSING SEISMIC JOINTS OR BRIDGE EXPANSION JOINTS.

6. CABLE/CONDUCTOR REQUIREMENTS:

A. ALL CONDUCTORS SHALL BE COPPER.

B. MINIMUM CONDUCTOR SIZES SHALL BE NO. 12 AWG FOR POWER AND LIGHTING AND NO. 14 AWG STRANDED WIRE FOR CONTROL. USE MINIMUM CONDUCTOR SIZED NO. 8 FOR STREET LIGHTING.

C. ALL CONDUCTOR INSULATION SHALL BE USED FOR WET LOCATION INSTALLATION.

7. ALL INSTALLATION IN THIS CONTRACT SHALL BE AS PER NEC REQUIREMENTS AND ALL APPLICABLE CODES AND STANDARDS.

8. CONTRACTOR SHALL USE ALL INFORMATION FROM SCHEMATIC DRAWINGS AND LAYOUT DIAGRAMS TO ENSURE THAT WIRES AND CONDUITS PROVIDE COMPLETE CONTINUITY FROM THE SOURCE TO DESTINATION.

9. THE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS FROM THE CITY OF CUDAHY AND CALTRANS (IF NEEDED).

10. THE CONTRACTOR SHALL PAY ALL FEES AND OBTAIN PERMITS AS REQUIRED BY THE UTILITY COMPANY AND THE CITY OF CUDAHY.

11. MATERIALS SHALL BE RECOGNIZED BY THE UNDERWRITER'S LABORATORY, INC.

12. WORK RELATED TO ELECTRICAL SERVICE SHALL BE PERFORMED IN CONFORMANCE WITH SOUTHERN CALIFORNIA EDISON COMPANY REQUIREMENTS AND THE CITY OF CUDAHY.

13. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE THEMSELVES WITH THE WORK SITE AND

SALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM THIER OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.

14. ELECTROLIERS SHALL CONSIST OF LED LUMINAIRES WITH 120 VOLT INTEGRAL ELECTRONIC DRIVERS.

15. CONDUCTORS AND BOND WIRES SHALL BE STRANDED COPPER WIRE WITH 600 VOLT, GRADE THWN INSULATION EXCEPT BOND WIRE CONNECTION TO STREET LIGHT. ANCHOR BOLT SHALL BE SOLID COPPER WIRE. COLOR OF INSULATION FOR EACH PAIR OF CONDUCTORS SHALL CONSIST OF ONE BLACK AND ONE RED CONDUCTOR. COLOR OF BOND WIRE INSULATION SHALL BE GREEN (#10 MIN.).

16. PROVIDE 5 AMP FUSES AND FUSEHOLDERS AT EACH STREET LIGHT LUMINAIRE (ACCESSIBLE THRU POLE HANDHOLE) AND ON REMOTE JUNCTION BOX.

17. PHOTOELECTRIC CELL FOR LIGHTING CIRCUITS ALREADY INSTALLED ON THE EXISTING ELECTRICAL SERVICE CABINET.

18. GROUND ALL SITE LIGHTING EQUIPMENT IN ACCORDANCE WITH THE 2014 NATIONAL ELECTRICAL CODE REQUIREMENTS.

19. PROVIDE UNISTRUT SUPPORT AND ANCHORING FOR CONDUIT AND BOXES.

20. ELECTRICAL BRIDGE INSTALLATION SHALL FOLLOW CALTRANS STANDARDS AND SPECIFICATIONS FOR BRIDGES.

1.5"C-3#6 THWN CU. + 1#8 GND. UNDERGROUND TRENCH TO 24" BELOW GRADE, INSTALL CONDUIT BACKFILL TO MATCH EXISTING CONDITIONS. PROVIDE RIGID CONDUIT TRANSITION TO CONNECT TO W.P. J-BOX MOUNTED ON BRIDGE.

INTERCEPT EXISTING STREET LIGHT CONDUIT. SAW CUT AND INSTALL NEW PULLBOX. 12" X 18" X 18" PULLBOX ON TOP OF 6" OF GRAVEL. PROVIDE "STREET LIGHTING" ON COVER.

REFER TO NOTE AT DETAIL 'A' ON DHE-1.

REMOVE EXISTING WIRES AND RE-INSTALL 3#6 + 1#8 GND. (CIRCUITS A & B).

NOTES:

C.O.

Symbols
INDICATES HOMERUN TO PANEL "A", CIRCUIT #5,7

CONDUIT RUN UNDERGROUND

CONDUIT STUB-OUT, SIZE AS NOTED

CONDUIT ONLY WITH PULL ROPE
ELECTRICAL PULLBOX, 12"x20"x12" ON 6" GRAVEL PROVIDED
WITH TAMPER PROOF COVER AND LABEL: "HIGH VOLTAGE"

WEATHERPROOF

GROUND FAULT CIRCUIT INTERRUPTER

UNLESS OTHERWISE NOTED

NOT IN CONTRACT

LUGS ONLY
COPPER
5,7
W.P.

GFI
UON
NIC
L.O.

CU
GROUND

AMERICAN WIRE GUAGE
WP 120 V DUPLEX RECEPTACLE WITH GROUND FAULT

INTERRUPTER AND LOCKABLE COVER

INDICATES RECEPTACLE CIRCUIT

INDICATES FUTURE LIGHT CIRCUIT

ELECTRICAL

LIGHTING CONTINUOUS LOAD
GND
AWG
1 2,4
EL
LCL
PB
2#6 CU. THWN + 1#8 GND.
3#6 CU. THWN + 1#8 GND.

POLE MOUNTED LED LUMINAIRE
WITH 3 HEADS, PROVIDED WITH 5"
ROUND STRAIGHT STEEL TUBE.

PROVIDED WITH PHOTOCELL.

PROVIDE (2) METALLIC SLEEVES ATTACHED TO EACH END
OF BRIDGE. THE SMALLER SIZE SLEEVE SHALL HAVE 1/2"
GAP WITH LARGER SLEEVE AND HOUSE FLEX CONDUIT.

BRIDGE EXPANSION JOINT

SURFACE MOUNTED PULLBOX
ON UNISTRUT (TYP.)

1.5" GRS CONDUIT. PROVIDE UNISTRUT
SUPPORT PER NEC AND CALTRANS.

NOTE:

CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR

THIS INSTALLATION DETAIL AND CONDUIT

INSTALLATION AT BOTH ENDS OF BRIDGE TO
ENGINEER FOR EVALUATION AND APPROVAL.

1.5" FLEXIBLE CONDUIT
UNISTRUT (TYP.) WITH 12" SLACK

NO SCALE
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 177 of 183 Page 711 of 811

CLARA STREET

EAST APPROACH
46+00
47+00
48+00
49+00
50+00
51+00
52+00
RIVER ROAD 53+00

1.6 1.8

1.8 1.6

1.3 1.4

1.5 1.4

1.2 0.9

1.0 1.2

1.2 1.2

1.0 0.8

0.8 0.9

1.0 1.0

1.0 0.9

0.7 0.8

1.0 1.0

1.0 0.9

0.8 0.6

0.4 0.9

1.1 1.2

1.1 1.0

0.9 0.7

0.4 0.8

1.1 1.3

1.4 1.4

1.3 1.1

0.7 0.5

0.9 1.2

1.5 1.7

1.7 1.6

1.2 0.8

1.3 1.7

1.9 1.8

1.6 1.2

1.4 1.7

1.8 2.0

2.1 1.2

1.6 1.8

1.9 3.5

1.1 1.6

1.8 1.9

4.4 1.1

1.5 1.8

1.8 2.9

1.1 1.5

1.8 1.2

1.6 1.8

1.8 1.8

1.4 1.7

1.8 2.3

3.8 1.5

1.8 1.8

3.1 1.1

1.5 1.8

1.8 3.1

1.1 1.5

1.9 1.8

1.9 1.2

1.5 1.7

1.9 1.7

1.1 1.4

1.5 1.6

1.5 1.1

1.2 1.3

1.3 0.9

1.1 1.1

1.0 1.3

1.4 1.3

1.2 1.0

1.7 1.7

1.6 1.4

1.1 1.8

2.0 1.7

1.5 1.1

2.0 1.9

1.8 1.4

5.8 2.6

1.9 1.8

1.4 5.5

2.4 2.0

1.9 1.5

2.9 2.1

2.0 1.8

1.4 2.2

2.3 2.3

1.8 1.4

2.4 2.5

2.3 2.0

2.0 2.3

2.5 2.4

2.1 1.9

2.2 2.5

2.5 2.2

1.7 2.2

2.5 2.5

2.3 1.7

2.1 2.3

2.3 2.2

1.8 2.1

2.2 2.7

3.5 1.9

2.2 2.2

3.8 1.6

2.0 2.3

2.3 4.0

1.9 2.2

2.6 2.5

2.6 2.3

2.5 2.8

2.7 2.4

2.6 2.7

2.8 2.7

2.3 2.6

2.8 2.6

2.4 2.8

2.4 2.5

2.4 2.0

5.4 2.6

2.3 2.2

1.8 5.3

2.4 2.2

2.1 1.7

3.2 2.1

2.1 1.9

1.5 2.1

2.2 2.1

1.7 1.3

2.3 2.4

2.1 1.8

1.9 2.2

2.2 2.1

1.8 1.8

2.1 2.2

2.2 1.9

1.8 2.0

2.2 2.2

2.0 1.7

2.0 2.3

2.3 2.0

1.6 2.0

2.1 2.1

1.3 1.7

2.0 2.0

3.0 1.4

1.8 2.0

2.1 4.6

1.4 1.8

2.0 2.1

4.4 1.6

2.0 2.2

2.1 2.3

1.8 2.0

2.3 2.2

2.0 1.9

2.2 2.2

2.2 1.9

2.1 2.2

2.2 1.9

2.0 2.3

2.2 2.0

1.8 2.1

2.2 2.2

1.9 1.6

2.8 2.0

2.0 1.7

1.3 3.4

2.0 1.9

1.6 5.3

2.7 1.9

1.9 1.6

2.2 1.9

1.8 1.7

1.3 1.8

1.9 1.9

1.6 1.2
SCALE: 1" = 30'-0"
NO. REVISED BY APPROVED BY
SHEET OF 09 SHEETS DWG. NO.

DATE
J.N. 250629
DATE
APPROVED BY:

CITY ENGINEER

RAY CASEY
811

TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
THESE PLANS ARE SCHEMATIC BY DESIGN. DELINEATION,

DIMENSIONS, AND LOCATIONS OF PAVEMENT MARKINGS,

MARKERS, AND LIMITS OF WORK ARE APPROXIMATE AND
FOR THE PURPOSE OF BID PREPARATION. FINAL LIMITS OF

WORK, PAVEMENT MARKINGS AND MARKERS, AND ALL

ITEMS OF WORK SHALL BE PER THE CITY ENGINEER OR
DESIGNEE.

SEE SHEET C2 FOR FULL CONSTRUCTION NOTES & LEGENDS CLARA BRIDGE LIGHTING IMPROVEMENT PROJECT CITY PROJECT NUMBER: BRI-001
11/13/2025

CITY OF CUDAHY

PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION
ALL UTILITIES SHOWN ON THIS PLAN ARE BASED ON AVAILABLE RECORDS. IT

SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL

EXISTING UTILITIES BY POTHOLING AND CONTACTING THE UTILITY AGENCIES TO AVOID DAMAGING EXISTING UTILITIES DURING EXCAVATION.

MOSTAFA KASHE
R
A
EXP. 06.30.2026
O
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NO. E-15668
E
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F CAL FO I
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PHOTOMETRIC PLAN
4 PP
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 178 of 183 Page 712 of 811 NO. REVISED BY APPROVED BY
SHEET OF 09 SHEETS DWG. NO.

DATE
J.N. 250629
DATE
APPROVED BY:

CITY ENGINEER

RAY CASEY
811

TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
THESE PLANS ARE SCHEMATIC BY DESIGN. DELINEATION,

DIMENSIONS, AND LOCATIONS OF PAVEMENT MARKINGS,

MARKERS, AND LIMITS OF WORK ARE APPROXIMATE AND
FOR THE PURPOSE OF BID PREPARATION. FINAL LIMITS OF

WORK, PAVEMENT MARKINGS AND MARKERS, AND ALL

ITEMS OF WORK SHALL BE PER THE CITY ENGINEER OR
DESIGNEE.

SEE SHEET C2 FOR FULL CONSTRUCTION NOTES & LEGENDS CLARA BRIDGE LIGHTING IMPROVEMENT PROJECT CITY PROJECT NUMBER: BRI-001
11/13/2025

CITY OF CUDAHY

PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION
ALL UTILITIES SHOWN ON THIS PLAN ARE BASED ON AVAILABLE RECORDS. IT

SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL

EXISTING UTILITIES BY POTHOLING AND CONTACTING THE UTILITY AGENCIES TO AVOID DAMAGING EXISTING UTILITIES DURING EXCAVATION.

MOSTAFA KASHE
R
A
EXP. 06.30.2026
O
E
NO. E-15668
E
TE
S
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AT
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G
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P
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F CAL FO I
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C T R
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OFESS I
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ELECTRICAL DETAILS
5 ED
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 179 of 183 Page 713 of 811 STRUCTURAL NOTES 2 DETAIL 4 DETAIL 3 DETAIL 1 DETAIL STRUCTURAL NOTES AND S1.0 SHEET NUMBER CLIENT: OF SHEETS REVISIONS CONSTRUCTION SHALL CONFORM TO THE ENGINEER. ALL WORK. REPORT DISCREPANCIES BEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 19-369 SJR MCC 01 APR 13 . . .......... TITLE

CLARA STREET BRIDGE

NEW LIGHT POLES

CITY OF CUDAHY
5220 SANTA ANA ST., CUDAHY, CA 90201 312 1327 lOMA AVENUE, LONG BEACH, CA 90804 T: 562-961-5600 F: 562-961-5700 WWW.CASTILLOENGINEERING.COM ENGINEER: C A S T I L L O E N G I N E E R I N G Margarito Castillo, S.E.

PROJECT: DETAILS6 9
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 180 of 183

Page 714 of 811 ends

CONCRETE BEAM FIBER WRAP REINFORCEMENT
e
” ™ CONCRETE BEAM FIBER S1.1 SHEET NUMBER
CLIENT: OF SHEETS REVISIONS CONSTRUCTION SHALL CONFORM TO THE ENGINEER. ALL WORK. REPORT DISCREPANCIES BEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 19-369 SJR MCC 01 APR 13 . . .......... TITLE

CLARA STREET BRIDGE

NEW LIGHT POLES

CITY OF CUDAHY
5220 SANTA ANA ST., CUDAHY, CA 90201
312 1327 lOMA AVENUE, LONG BEACH, CA 90804 T: 562-961-5600 F: 562-961-5700 WWW.CASTILLOENGINEERING.COM ENGINEER: C A S T I L L O E N G I N E E R I N G Margarito Castillo, S.E.

PROJECT: WRAP REINF.
7 9
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 181 of 183

Page 715 of 811 ends

ROAD
1 N BRIDGE FRAMING PLAN
A
A
A

A SHEET NUMBER
CLIENT: OF SHEETS REVISIONS CONSTRUCTION SHALL CONFORM TO THE ENGINEER. ALL WORK. REPORT DISCREPANCIES BEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 19-369 SJR MCC 01 APR 13 . . .......... TITLE

CLARA STREET BRIDGE

NEW LIGHT POLES

CITY OF CUDAHY
5220 SANTA ANA ST., CUDAHY, CA 90201
312 1327 lOMA AVENUE, LONG BEACH, CA 90804 T: 562-961-5600 F: 562-961-5700 WWW.CASTILLOENGINEERING.COM ENGINEER: C A S T I L L O E N G I N E E R I N G Margarito Castillo, S.E.

PROJECT: BRIDGE FRAMING S2.0 PLAN
8 9
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 182 of 183

Page 716 of 811 ends

CLARA STREET
1 N BRIDGE FRAMING PLAN
A
A
A

CLARA STREET BRIDGE

NEW LIGHT POLES

CITY OF CUDAHY
5220 SANTA ANA ST., CUDAHY, CA 90201
312 1327 lOMA AVENUE, LONG BEACH, CA 90804 T: 562-961-5600 F: 562-961-5700 WWW.CASTILLOENGINEERING.COM ENGINEER: C A S T I L L O E N G I N E E R I N G Margarito Castillo, S.E.

PROJECT: BRIDGE FRAMING S2.1 PLAN
9 9
CLARA BRIDGE IMPROVEMENT PROJECT, City Project No: BRI-001 Document Control Page 183 of 183

Page 717 of 811 ends

Attachment D

Page 718 of 811 ends

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Qty Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price 1 Mobilization and Demobilization (This amount shall not exceed 5% of the total bid amount) 1 LS $30,000.00 $30,000.00 $36,515.00 $36,515.00 $33,257.50 $33,257.50 $30,000.00 $36,515.00 2 Traffic Control 1 LS $30,000.00 $30,000.00 $48,000.00 $48,000.00 $39,000.00 $39,000.00 $30,000.00 $48,000.003 Construction Sign 2 EA $3,000.00 $6,000.00 $2,000.00 $4,000.00 $2,500.00 $5,000.00 $2,000.00 $3,000.00 4 Remove existing AC pavement section to 6” Depth. Construct 2” AC Type C2-PG 64-10 Over 4" AC Type B-Pg 64-10 Over 8" scarified and compacted subgrade. 1,220 SF $20.00 $24,400.00 $40.00 $48,800.00 $30.00 $36,600.00 $20.00 $40.005 Apply Hot Crack Seal and Type II Slurry Seal on Clara Street AC surface per plans east of bridge 7,060 SF $5.00 $35,300.00 $5.00 $35,300.00 $5.00 $35,300.00 $5.00 $5.00 6 Remove & replace existing sidewalk and driveway apron for electrical trench. 420 SF $70.00 $29,400.00 $30.00 $12,600.00 $50.00 $21,000.00 $30.00 $70.007 Trench and repair or Bore under street structural section including PCC, AC, and base for electrical trench. 1 LS $30,000.00 $30,000.00 $32,000.00 $32,000.00 $31,000.00 $31,000.00 $30,000.00 $32,000.00 8 Paint (2-coats) traffic striping, markings, and markers per plans and specifications within the project limits. 1 LS $15,000.00 $15,000.00 $4,800.00 $4,800.00 $9,900.00 $9,900.00 $4,800.00 $15,000.00 9 Contractor shall remove existing striping within PCC Concrete areas by grinding and/or sand blastingexisting any thermoplastic striping followed by 2.5% latex and relocation of signs replace beforeinstallation of markings and striping. Comply with AQMD and state regulations for method of sandblast. 1 LS $12,000.00 $12,000.00 $18,000.00 $18,000.00 $15,000.00 $15,000.00 $12,000.00 $18,000.00 10 Clean, repair, prep and paint bridge railing, metal beam guard rail including but not limited to; woodposts, brackets, and appurtenant hardware and tubular steel fence. color black to match existing westbound guardrail per Caltrans bridge rail paint specifications. 1 LS $59,000.00 $59,000.00 $65,000.00 $65,000.00 $62,000.00 $62,000.00 $59,000.00 $65,000.00 11 Install raised pavement markers and 2 yellow thermoplastic traffic lines per Caltrans Standard Plan A20A, Detail 22 at PCC bridge Installation must include sealer application prior to thermoplastic application.
1 LS $15,000.00 $15,000.00 $8,500.00 $8,500.00 $11,750.00 $11,750.00 $8,500.00 $15,000.00 12 Install raised pavement markers at existing traffic lines. layout per Caltrans Standard Plan A20A, Detail 22. 1 LS $8,000.00 $8,000.00 $3,250.00 $3,250.00 $5,625.00 $5,625.00 $3,250.00 $8,000.00 13 Install bike striping and chevron pavement marking per Caltrans Standard Plan A20D. 1 LS $20,000.00 $20,000.00 $1,850.00 $1,850.00 $10,925.00 $10,925.00 $1,850.00 $20,000.00 14 Install bike lane arrow & symbol with person pavement marking per Caltrans Standard Plan A24A & A24C. 1 LS $12,000.00 $12,000.00 $2,500.00 $2,500.00 $7,250.00 $7,250.00 $2,500.00 $12,000.00 15 Connect to existing electrical panel located on SCE Pole No. 4925107 and modify per electrical plansand specifications and existing field conditions. Supply power from point of connection to all seven (7)new streetlight locations (Six (6) poles to be attached to the existing Concrete Vehicular Bridge andOne (1) to be installed in ground). This includes installation of conduit, wiring, excavation, saw cutting,trenching, pavement repair, boring and other miscellaneous items such as seismic connectors, splices, joints, conduit clips or attachments to existing concrete bridge per Caltrans standards and all required appurtenances. See Plans.
1 LS $50,000.00 $50,000.00 $190,000.00 $190,000.00 $120,000.00 $120,000.00 $50,000.00 $190,000.00

HIGHEST UNIT BID
PRICE

AVERAGE BID VALUES LOWEST UNIT

BID PRICE
Apparent Low Bidder 2
Voltaire Engineering, Inc.

1. BID TABULATION
Bid Item and Description

BID TABULATION
Apparent Low Bidder 1
Simgel Co., Inc.

PROJECT NAME: City of Cudahy, Clara Bridge Lighting Improvement Project #BRI-001 D:\Transtech Engineers Dropbox\Duane Tut\JOBRECRD\2025\250629 CUD CLARA BRIDGE IMPROVEMENT, BRI-001\WIP\14.2 BID PACKAGE, FEB 26\40 Bidding\40.07 Bid Analysis\01 CUD Clara Bridge Bid Analysis.xlsxBID TABULATION 1 of 5 Attachment E

Page 733 of 811 ends

Qty Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price

HIGHEST UNIT BID
PRICE

AVERAGE BID VALUES LOWEST UNIT

BID PRICE
Apparent Low Bidder 2
Voltaire Engineering, Inc.

1. BID TABULATION
Bid Item and Description

BID TABULATION
Apparent Low Bidder 1
Simgel Co., Inc.

PROJECT NAME: City of Cudahy, Clara Bridge Lighting Improvement Project #BRI-001 16 Provide and install custom order steel pole from NLS Lighting or equal (and LED lamps) to be attachedto existing concrete bridge per plans and specifications. This includes structural installation of steelpoles and lamps per Details No. 2, 3, & 4 of structural plans as well as electrical installation of LEDlamps per electrical plans, specifications, and Caltrans standards, and other miscellaneous items suchas base plates, anchor bolts, adaptors, etc. and all required appurtenances. 6 EA $15,000.00 $90,000.00 $18,000.00 $108,000.00 $16,500.00 $99,000.00 $15,000.00 $18,000.00 17 Provide and install (5” Diameter Round Straight Steel Tube, Mounting and, Luminaire Pole Arm: NLSLighting or equal 5” Diameter x 7 GA Steel Pole ASTM‐A‐501‐ 68/ Pole complete with anchor bolts per Plans).
1 EA $20,000.00 $20,000.00 $56,400.00 $56,400.00 $38,200.00 $38,200.00 $20,000.00 $56,400.00 18 Provide and install radar speed feedback sign system and mounting equipment (RU2 Systems FAST- 275 Model, 12” LED Display Output, Slow Alert). 2 EA $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 19 Remove and salvage red and yellow flashing beacons and signal ahead sign. 1 LS $3,000.00 $3,000.00 $16,000.00 $16,000.00 $9,500.00 $9,500.00 $3,000.00 $16,000.00 20 Remove and replace existing aluminum signs within project limits. (Trail, Stop, Crossing, Flashing, Speed Limit, Etc. Signs). 8 EA $1,000.00 $8,000.00 $700.00 $5,600.00 $850.00 $6,800.00 $700.00 $1,000.00 21 Purchase and install MUTCD R2-1 "25 SPEED LIMIT SIGN" 1 EA $2,000.00 $2,000.00 $1,300.00 $1,300.00 $1,650.00 $1,650.00 $1,300.00 $2,000.00 22 Purchase and install radar speed feedback signs system and mounting equipment (RU2 systems FAST-275 Model, 12" LED display output, slow alert). 1 EA $2,000.00 $2,000.00 $14,800.00 $14,800.00 $8,400.00 $8,400.00 $2,000.00 $14,800.00 23 Prepare concrete beams per plans and manufacturer recommendations for FRP Material installation.Fiber Wrap existing concrete beams (6) with FRP Material per structural plans and manufacturerrecommendations (FRP Material shall be HEX 103C unidirectional fiber from Sika Corp,.0.04” thick forshear strengthening. Adhesive shall be Sikadur HEX Epoxy). See plans. 6 EA $15,000.00 $90,000.00 $9,800.00 $58,800.00 $12,400.00 $74,400.00 $9,800.00 $15,000.00 24 Paint concrete beams treated with the FRP (6) Material with concrete color paint to match existing. Paint and number of coats per FRP Material manufacturer recommendations. 6 EA $10,000.00 $60,000.00 $6,800.00 $40,800.00 $8,400.00 $50,400.00 $6,800.00 $10,000.00 25 Bridge Repairs per Bridge Inspection Reports. See specifications for Bridge Inspection Report(Recommendations and Addendum Sections). Access to Bridge Soffit from Bridge Deck Only. NoWash Access Will Be Allowe 1 LS $120,000.00 $120,000.00 $11,187.00 $11,187.00 $65,593.50 $65,593.50 $11,187.00 $120,000.00 Apparent Low
Bidder 1
Apparent Low
Bidder 2
$771,100.00 $824,002.00
$772,000.00 $824,002.00
-$900.00 $0.00
0% $0.00 44% $366,341.00
EZ Line Striping $50,000.00New Vision Electric $200,000.00 Structural Preservation $66,841.00 Skilled Fence Builders $49,500.00 TOTAL $0.00 TOTAL $366,341.00
Yes
SUBCONTRACTORSTOTAL BASE BID AMOUNT CALCULATED BASED ON UNIT PRICESIS THE BIDDER QUALIFIED BASED ON REFERENCE PROJECTSCALCULATION CORRECTIONS TO BASE BID AMOUNT SUBMITTED BY CONTRACTOR BASED ON CALCULATED BID AMOUNTBID RANKINGSUBCONTRACTOR % AND AMOUNT SHOWN IN THE BIDTOTAL BASE BID AMOUNT INDICATED BY BIDDER D:\Transtech Engineers Dropbox\Duane Tut\JOBRECRD\2025\250629 CUD CLARA BRIDGE IMPROVEMENT, BRI-001\WIP\14.2 BID PACKAGE, FEB 26\40 Bidding\40.07 Bid Analysis\01 CUD Clara Bridge Bid Analysis.xlsxBID TABULATION

Page 734 ends

2 of 5
of 811
APPARENT LOW BID AMOUNT: $771,100.00
REVIEW RESULT BY DATEYes CITY CLERK 3/18/26Yes DT 3/19/26Yes DT 3/19/26Yes DT 3/19/26No DT 3/19/26 $0.00 DT 3/19/2650.00% DT 3/19/26100.00% DT 3/19/26
YES DT 3/19/26

50.00% DT 3/19/260.00% DT 3/19/26YES DT 3/19/26
PRIME CONTRACTOR LICENSE STATUS: Simgel Co., Inc. 638371 DT 3/19/26PRIME CONTRACTOR DIR REGISTRATION STATUS: Simgel Co., Inc. 1000045935 DT 3/19/26SUB CONTRACTOR LICENSE STATUS: 0 NA DT 3/19/26 SUB CONTRACTOR DIR REGISTRATION STATUS: 0 NA DT 3/19/26 SUB CONTRACTOR LICENSE STATUS: 0 NA DT 3/19/26
SUB CONTRACTOR DIR REGISTRATION STATUS: 0 NA DT 3/19/26 PRIME CONTRACTOR DEBARMENT STATUS FROM STATE CONTRACTS: Simgel Co., Inc. NOT ON STATE DEBARRED LIST DT 3/19/26PRIME CONTRACTOR DEBARMENT STATUS FROM FEDERAL CONTRACTS: Simgel Co., Inc. NOT ON FEDERAL DEBARRED LIST DT 3/19/26SUB CONTRACTOR DEBARMENT STATUS FROM STATE CONTRACTS: 0 NA DT 3/19/26SUB CONTRACTOR DEBARMENT STATUS FROM FEDERAL CONTRACTS: 0 NA DT 3/19/26SUB CONTRACTOR DEBARMENT STATUS FROM STATE CONTRACTS: 0 NA DT 3/19/26SUB CONTRACTOR DEBARMENT STATUS FROM FEDERAL CONTRACTS: 0 NA DT 3/19/26 YES DT 3/19/26
Print-out from CLSB Web Page attached (http://www.cslb.ca.gov/)Print-out from DIR Web Page attached(https://services.dir.ca.gov/gsp?id=dir_contractors&table=x_cdoi2_csm_portal_custPrint-out from DIR Web Page attached (http://www.dir.ca.gov/dlse/debar.html) BIDDER COMPLIES WITH MIN PRIME CONTRACTOR % REQUIREMENT:MAX ALLOWABLE SUBCONTRACTOR PERCENT PER SPECIFICATIONS:SUB CONTRACTOR % CALCULATED PER BID SUBMITTAL(THIS % MUST BE EQUAL OR LESS THAN ABOVE %):BIDDER COMPLIES WITH MAX. SUB CONTRACTOR % REQUIREMENT:

Print-out from CLSB Web Page attached (http://www.cslb.ca.gov/)Print-out from DIR Web Page attached(https://services.dir.ca.gov/gsp?id=dir_contractors&table=x_cdoi2_csm_portal_custPrint-out from CLSB Web Page attached (http://www.cslb.ca.gov/) PRIME CONTRACTOR % CALCULATED PER BID SUBMITTAL(THIS % MUST BE EQUAL OR MORE THAN ABOVE %):

Print-out from DIR Web Page attached(https://services.dir.ca.gov/gsp?id=dir_contractors&table=x_cdoi2_csm_portal_cust ANY APPARENT DISCREPANCY IN THE SUBMITTAL: The calculation was incorrect.

TOTAL BID PRICES CALCULATED CORRECTLY: The calculation was incorrect.SUBCONTRACTOR AMOUNT: No subcontractors listed.MIN PRIME CONTRACTOR % REQUIREMENT FOR WORK PER SPECIFICATIONS:BID STAMPED AS RECEIVED PRIOR BID TIME: Received at 2:51 pmBID BOND IN PROPER AMOUNT:

ADDENDA ACKNOWLEDGEMENT:

2. REVIEW OF APPARENT LOW BID
APPARENT LOW BID SUBMITTED BY: Simgel Co., Inc.

ITEM REVIEWED/CHECKED REMARKSREFERENCE CHECK ACCEPTABLE: See Reference Check Print-out from DIR Web Page attached (http://www.dir.ca.gov/dlse/debar.html)Print-out from SAM Web Page attached (https://www.sam.gov/SAM/)Print-out from DIR Web Page attached (http://www.dir.ca.gov/dlse/debar.html)Print-out from SAM Web Page attached (https://www.sam.gov/SAM/)Print-out from SAM Web Page attached (https://www.sam.gov/SAM/) D:\Transtech Engineers Dropbox\Duane Tut\JOBRECRD\2025\250629 CUD CLARA BRIDGE IMPROVEMENT, BRI-001\WIP\14.2 BID PACKAGE, FEB 26\40 Bidding\40.07 Bid Analysis\01 CUD Clara Bridge Bid Analysis.xlsxREVIEW OF APPARENT LOW BID 3 of 5

Page 735 of 811 ends

REFERENCE PROJECT OWNER

CONTACT & TELEPHONE
AMOUNT

DATE COMPLETED

DID THE CONTRACTOR DO

QUALITY WORK

DID THE CONTRACTOR STAY

ON SCHEDULE

DID THE CONTRACTOR ASK

FOR UNNECESSARY CHANGE
ORDERS

DID THE CONTRACTOR FILE

CLAIMS AGAINST YOU

WILL YOU HIRE THE

CONTRACTOR AGAIN REMARKS
Clara Slope Improvement City of Cudahy Duane Tut 562-533-5817 $4,804,000 6/30/2025 Yes Yes No No Yes They were ahead of schedule that was adjusted to meet the funding deadline. DT 3/19/2026 Division 2 Steam Bay
Canopy Metro Alex Chong 305-710-4853 $4,008,000 2024 Yes Yes No No Yes There were change orders due to unforseen conditions. DT 3/20/2026 Mother's Beach Restroom &
Storage LA County Annie Tan 626-300-2311 $3,064,000
In-progress to
be completed
April or early
May 2026
Yes Yes No No Yes
Some scope of work was added and unforeseen conditions due to rain, quality of work is good.

DT 3/19/2026

3. REFERENCE CHECK OF APPARENT LOW BIDDER

REFERENCE CHECK FOR APPARENT LOW BIDDER

CHECKED BY
DATE
Answer "YES" if satisfied or "NO" if not satisfied

REFERENCE DATA FOR APPARENT LOW BIDDER
Simgel Co., Inc.

D:\Transtech Engineers Dropbox\Duane Tut\JOBRECRD\2025\250629 CUD CLARA BRIDGE IMPROVEMENT, BRI-001\WIP\14.2 BID PACKAGE, FEB 26\40 Bidding\40.07 Bid Analysis\01 CUD Clara Bridge Bid Analysis.xlsxREF CHECK 4 of 5

Page 736 of 811 ends

Simgel Co., Inc.
$771,100.00

4. LOWEST RESPONSIVE BID
LOWEST RESPONSIVE BID SUBMITTED BY: IN THE AMOUNT OF:

Page 737 of 811 ends

Data current as of 3/19/2026 2:49:07 PM
Home | Online Services | License Details
Contractor's License Detail for License # 638371
DISCLAIMER: A license status check provides information taken from the CSLB license database. Before relying on this information, you should be aware of the following limitations.

Business Information

SIMGEL CO INC
2035 WESTWOOD BLVD SUITE 212
LOS ANGELES, CA 90025
Business Phone Number:(310) 475-7663
Entity Corporation
Issue Date 02/24/1992
Expire Date 02/29/2028
License Status
This license is current and active.

All information below should be reviewed.

Classifications
Bonding Information
Contractor's Bond
This license filed a Contractor's Bond with ATLANTIC SPECIALTY INSURANCE COMPANY .

Bond Number: 800213284
Bond Amount: $25,000
Effective Date: 10/18/2025
Contractor's Bond History
Bond of Qualifying Individual
The qualifying individual EMANUEL SASOONES certified that he/she owns 10 percent or more of the voting stock/membership interest of this company; therefore, the Bond of Qualifying Individual is not required.

Effective Date: 02/24/1992
CSLB complaint disclosure is restricted by law ( B&P 7124.6 ) If this entity is subject to public complaint disclosure click on link that will appear below for more information. Click here for a definition of disclosable actions. 
 Only construction related civil judgments reported to CSLB are disclosed ( B&P 7071.17 ).  Arbitrations are not listed unless the contractor fails to comply with the terms.  Due to workload, there may be relevant information that has not yet been entered into the board's license database.  B - GENERAL BUILDING
 C-8 - CONCRETE
 A - GENERAL ENGINEERING

Page 738 of 811 ends

Copyright © 2026 State of California
Workers' Compensation
This license has workers compensation insurance with the STATE COMPENSATION INSURANCE FUND Policy Number:9287516
Effective Date: 11/01/2020
Expire Date: 11/01/2026
Workers' Compensation History
Workers' compensation classification code(s):
23622 - Description Unavailable
23811 - Description Unavailable
For a description of the workers' compensation classification code(s) listed for this licensee, contact the licensee’s insurance carrier.

Contact information for the licensee's insurer is available by clicking the insurer link above. Classification codes are also available on the Workers' Compensation Insurance Rating Bureau's classification search page.

The board does not verify or investigate the accuracy of classification codes displayed.

Other
 Personnel listed on this license (current or disassociated) are listed on other licenses.

Page 739 of 811 ends

Updates are coming in April to the DIR Services Portal! Soon, Contractors and Awarding Bodies will have a NEW link to access PW Services. Public Works users need to update bookmarks when the new PUBLIC WORKS PORTAL is released.

Knowledge Public Works  Register Log in
Home  Customer Account Lookup  1000045935 - SIMGEL CO. INC. 1000045935 - SIMGEL CO. INC.

Customer Account Lookup
Address
Related Lists
Registration Dates 7
PWCR
1000045935
Contractor Status
CSLB
638371
Business Phone
3104757663
Ext
Registration Start Date
2023-07-05
DIR Approved
Legal Entity Name
SIMGEL CO. INC.

Doing Business As (DBA)
Simgel Co. Inc
Business Structure
President
Emanuel Sasoones
Email
[email protected]
Registration End Date
2026-06-30
Corporation - S corp
Crafts
Laborer and Related Classifications (Building Construction) Mailing Address
2035 WESTWOOD BLVD. #212
Mailing Address - City

LOS ANGELES
Mailing Address - State
CA
Mailing Address - Zip
90025
Mailing Address - Country
United States of America
Physical Address
2035 WESTWOOD BLVD. #212
Physical Address - City

LOS ANGELES
Physical Address - State
CA
Physical Address - Zip
90025
Physical Address - Country

Page 740 of 811 ends

DLSE Debarments
The following is a list of contractors barred from bidding on, accepting, or performing any public works contracts, either as a contractor or subcontractor. Please refer to the “Period of Debarment” for status of debarment period as noted below:

As part of your due diligence, we suggest that you also check:

Contractor status at the Contractors State License Board (CSLB) The Federal debarment list at the Excluded Parties List System Name of contractor Period of debarment
MILES CONSTRUCTION GROUP, INC., a
California Corporation; COLTON JAMES
WHITE, an individual and in his capacity as
Chief Executive Officer and Responsible
Managing Employee of MILES
CONSTRUCTION GROUP, INC.

CSLB License Number: 976339.
7/23/2025 through 7/23/2028
Decision 40-63204 

UNIQUE CONSTRUCTION &
DEVELOPMENT, INC.; CHONG GIL LEE, an
individual and CEO of UNIQUE
CONSTRUCTION & DEVELOPMENT, INC.;
and JAMES LEE, an individual and CFO of

UNIQUE CONSTRUCTION &
DEVELOPMENT, INC.

CSLB License Number: 830772.
7/1/2025 through 7/1/2028
Decision 40-76516-977 
MICHAEL FLOORING, INC.;

BENNY MICHAEL
CSLB License Number: 874947
9/13/24 through 9/13/27
Decision SC 7278 
The debarment order is currently stayed
by order of the Kern County Superior
Court


How can we
help you
today?

Page 741 of 811 ends

TOBO CONSTRUCTION, INC.;
JIMI WAN CHAE; MONICA SHIUN OH;

KYUNG JIN YOON,
CSLB License Number: 758012
5/10/2023 through 5/10/2026
Decision SC 7250 
G M Climate Control, Inc.

CSLB License Number: 967267
3/2/2023 through 9/2/2024
Decision 40-71536-603 

MINAKO AMERICA CORPORATION DBA MINCO
CONSTRUCTION;

AND REFAAT HILMAY MINA,
CSLB License Number: 612429
9/27/2021 through 9/26/2022
Decision LB 6333 
GRFCO, INC. DBA ONSITE KRUSHING;
GARCIA JUAREZ CONSTRUCTION, INC.;
GEORGE ROBERT FROST; AND JAMES CRAIG JACKSON
CSLB License Number: 291013 and 84801
5/21/2021 through 5/20/2024
Decision LB 6629 
ECS CONTRACTORS, INC. dba ECS ELECTRIC, INC.; UMAR
KHALID RANA, an indvidual and CEO/RMO of ECS
CONTRACTORS, INC.; and KANWAL SAJJAD RANA, an
indvidual and RMO of ECS CONTRACTORS, INC.

CSLB License Number: 975222
3/1/2020 through 3/1/2023
Decision LB 5590 
Avi Shechter, Individually
DBA Avi Shechter
CSLB Number: 908891 and 1018353
5/6/2019 through 5/5/2022
Decision LB 6328 
Patrick Kim, Individually
DBA Ritecon Plumbing
CSLB Number: 991018
8/21/2018 through 8/20/2019
Decision LB 6762 

Page 742 of 811 ends

Bighorn Construction, Inc.

CSLB Number: 597866
5/5/2018 through 5/4/2021
Decision LB 6658 
Doug Parks, Individually dba
Doug Parks and Son Plumbing
CSLB Number: 411825
10/11/2017 through 10/10/2019
Decision SC 5807 
Worthington Construction, Inc.;
Dale Worthington, an individual and CEO/RMO of
Worthington Construction, Inc.; and,
Holi Jeanne Worthington, an individual and Officer of
Worthington Construction
CSLB Number: 714836
6/15/2018 through 9/16/2019
Decision LB 5267 
RMV Construction, Inc., A California Corporation; and Robert Michael Vasil II a.k.a. Robert Michael Vasil a.k.a.

Mike Vasil, an Individual and CEO/RMO President of RMV
Construction, Inc.

CSLB Number: 892389
4/1/2017 through 8/18/2018
Decision LB 5266 
Gewargis Youkhanis Narso, an individual dba
GEHVAC and Technologies, a sole proprietorship,
And GEHVAC Co., a sole proprietorship
CSLB Number: 899312 and 1013848
2/1/2017 through 1/31/2020
Decision 40-48480-516 
Joseph Brothers Enterprise, Inc.; Ken Joseph Individually and as CEO
CSLB Number: 849169
4/3/2018 through 10/3/2019
Decision SC 6390 
Dave Cook Concrete Construction, Inc., and David William Cook
34231 Camino Capistrano #102
Capistrano Beach, CA 92624-1189
3/1/2017 through 2/29/2020
Decision LB 6207 

Page 743 of 811 ends

CSLB Number: 461897
Bannaoun Engineers Constructors Corporation; Omar Maloof, An Individual
P.O. Box 16599
Beverly Hills, CA 90209-2599
CSLB Number: 827829
05/12/17 through 05/11/20
Decision SC 5517 
Evans Roofing Co., Inc.
2020 South Yale Street
Santa Ana, CA 92706
CSLB Number: 610549
10/31/16 through 10/30/19
Decision LB 6270 
Guillermo Ibaibarriaga dba Sierra Nevada Stucco and 2K
Roofing
Sierra Nevada Stucco
P.O. Box 8472
Reno, NV 89502
CSLB Number: 915812
2K Roofing
820 Kuenzli Street
Reno, NV 89502
CSLB Number: 954551
05/14/17 through 05/13/20
Decision SC 6037 
Del Norte Construction, And Trinidad Manuel Canales, an Individual
PO Box 5101
Oxnard, CA 93030
5020 Wooley Rd.

Oxnard, CA 93030
CSLB Number: #945723
6/01/16 through 5/31/17
Decision LB 5533 
Diversified Building & Electric Company, Inc.
409 Tennant Station
Morgan Hill, CA 95037
2/15/16 through 8/15/17
Decision SC 5714 

Page 744 of 811 ends

Denis Andrew Maris, Individually and Doing Business as
Diversified Electric Company
CSLB Number: #765312
Fast Demolition, Inc.
601-C East Palomar Street #123
Chula Vista, CA 91911
CSLB Number: #792729
Rogelio Medina Vazquez., an individual and in his capacity as Responsible Managing Officer of FAST DEMOLITION, INC.
4/1/44 through 3/31/47
Decision LB5742 
4/1/41 through 3/31/44
Decision LB5665 
4/1/36 through 3/31/39
Decision LB5740 
4/1/33 through 3/31/37
Decision LB5651 
4/1/33 through 3/31/37
Decision LB5739 
4/1/24 through 3/31/27
Decision LB5741 
4/1/30 through 3/31/33
Decision LB5743 
4/1/27 through 3/31/30
Decision LB5666 
4/1/21 through 3/31/24
Decision LB5667 
4/1/18 through 3/31/21
Decision LB5668 
4/01/15 through 3/31/18
Decision LB5345 
Amerivet Plumbing, Inc.; Walter Edward Jacob Kuhlmann III, Individually And dba Amerivet Plumbing Services
CSLB Number: #969048 and #919761
8/6/15 through 8/5/18
Decision SC 5756 
Ultimate Inc., And, Enrique Vera, an Individual
PO Box 571117
12/1/15 through 11/30/18
Decision LB 5655 & LBS659 

Page 745 of 811 ends

Tarzana, CA 91356-1117
CSLB Number: #949229
Travioli Construction, Inc.

PO Box 231
Visalia, CA 93274
CSLB Number: #936832
9/11/15 through 3/10/17
Decision SC 5800 
Integrity Sheet Metal, Inc.
319 McArthur Way
Upland, CA 91786
CSLB #726770
William Ben Hicks, an individual;
Margaret Mary Hicks, an individual
2/01/15 through 1/31/18
Decision LB 5596 
L A Builders, Inc., a California Corporation
15635 Saticoy Street, #H
Van Nuys, CA 91406
CSLB #748591
Alon Gamliel, an individual
2/01/15 through 1/31/18
Decision LB5 171 
USA Wall Systems, Inc.
8309 Sunshine Lane
Riverside, CA 92508
CSLB #929610
Edward Eugene Brammer, an individual
and in his capacity as President/CEO/RMO
4/01/15 through 3/31/18
Decision LB 5323 
Daughter Construction
formerly dba Hy Carpentry Construction
15407 Thornlake Avenue
Norwalk, CA 90650
CSLB #979297
Sharon Jin Yoo, an individual;
Dae Hyun Yoo, an individual
and in his capacity as manager/supervisor for Sharon Jin Yoo 4/01/15 through 3/31/18
Decision LB 5466, LB5467, LB5468 &
LB5520 

Page 746 of 811 ends

and in his capacity as General Partner for HY Construction, a General Partnership.

RDA Construction, Inc.
1692 W. Bullard Ave.,
Fresno, CA 93711
CSLB# 383306
12/15/14 through 12/14/16
Decision 40-40508-522 & 44-40509-
522 
Titan Electrical Construction, Inc.

Lucas Oliver Stickney, an individual
Jamie Noel Furr, an individual
630 Natoma Street
San Francisco, CA 94103
CSLB# 919516
11/3/14 through 11/2/17
Decision SC 5539 
Ramos Painting
Carlos Ray Ramos, an individual
P.O. Box 3871
Paso Robles, CA 93447
CSLB# 753575
11/3/14 through 11/2/15
Decision SC 5518 
Dick Emard Electric.
dba Emard Electric Luke Richard Emard, an individual and RMO
5930 Key Court, Suite A
Loomis, CA 95650
CSLB# 794007
11/3/14 thorough 11/2/17
Decision SC 5521 
Nixon Electric
Gordon Fulton Nixon, an individual
5624 Faust Ave.

Woodland Hills, CA 91367
CSLB# 796802
8/1/14 through 7/31/17
Decision LB 4495 
Neris General Contractors, a California Corporation
Efren Neri, an individual
Servando Neri, an individual
Rebeca Neri, an individual
Luis Abelardo Castro, an individual
6087 California Ave.
2/28/14 through 2/27/17
Decision LB 4511, LB4512 & LB4521 

Page 747 of 811 ends

Long Beach, CA 90805
CSLB# 797967
Southland Construction
Reza Mohammedi, an individual
3943 Irvine Blvd., #405, Irvine, CA 92602
CSLB# 663784 (expired)
10/14/14 through 10/13/17
Decision SAC 5492 
National Drywall Corporation,
A Dissolved California Corporation
603 S. Milliken Avenue, Suite F
Ontario, CA 91761
CSLB #834335
Miguel Contreras, an Individual and
Responsible Managing Officer/CEO/President
Dora Maria Contreras, an Individual and
Agent/Officer of the Corporation
8/4/14 through 8/3/17
Decision SAC 5506 
Tadros & Youssef Construction, Inc.

Kamel Shaker Tadros & Makram Youssef Youssef, Individually 1221 E 8th Street, Unit A, Upland, CA 91786
CSLB# 698182 (expired)
5/10/14 through 5/9/17
Decision SAC 5308 
Serenity Fire Protection
417 S. Associated Road, Brea, CA 92821
CSLB# 902927
5/1/14 through 4/30/17
Decision LB 4202 
Don Kelly Construction , Inc.

Don Kelly, Individual and Lisa Kelly, Individual
171 Northview Ridge Lane, P.O. Box 10760, Bozeman, MT 59719 3/25/14 through 3/24/17
Decision LB 4484 
Aldan, Inc.

P.O. Box 9428, Brea, CA 92822
CSLB #949229
2/28/14 through 2/27/17
Decision LB5175 

Page 748 of 811 ends

Russell/Thompson, Inc.

James Jean Russell & Valery Alena Thompson, Individually 4684 Oak Glen Dr., Redding, CA 96001
CSLB# 915036 (revoked)
10/31/13 through 10/31/16
Decision SC 5309 
Ayodejia A. Ogundare, Individual
Dba Pacific Engineering Company
6310 Stewart Way, Bakersfield, CA 93308
CLSB#710322
5/15/2013 through 5/15/2014
Decision SAC 1039 
Wallcrete Industries, Inc.; Garit David
Wallace and Amber Anderson, Individuals
400 Kansas, Redlands, CA 92373
CSLB#834220
7/29/12 through 7/28/15
Decision SAC 5175 
FEI Enterprises, Inc
Gabriel Fedida, Individual
5749 Venice Blvd., Los Angeles, CA 90019
CSLB#659252
6/14/12 through 6/13/15
Decision SC 5198 
Jeffrey Alan Mott and Michelle Mott, individuals
Dda Integrity Landscape
3756 Independence Avenue
Sanger, CA 93637
CSLB#774222
3/29/12 through 3/28/15
Decision SC 5160 
Jensen Drywall & Stucco
Jeffrey E. Jensen
3714 Lynda Place
National City, CA 91950-8121
CSB # 664168 Exp. 2/18/11 (expired)
3/31/11 through 3/30/13
Decision SC 5095 
All West Construction, Inc.

Donald Kent Russell
495 N. Marks Ave.

Fresno, CA 93706
3/31/11 through 3/30/13
Decision se 5013 

Page 749 of 811 ends

CSB # 592321 Exp. 4/3/12 (suspended)
Country Builders, Inc.

Weldon Offill, individually
5915 Graham Ct.

Livermore, CA 94550
CSB # 699574 Exp. 11/30/12 (active)
3/1/11 through 2/28/14
Decision SC 5053 
Addendum SC 5053 
Sutter Foam & Coating, Inc.
909 A. George Washington
Yuba City, CA 95993
CSB # 732014 Exp. 1/31/09 (inactive)
David Alvin Trexler, an individual
909 A. George Washington
Yuba City, CA 95993
Kenneth A. Trexler, an individual
2603 Lago Lane
Marysville, CA 95901
7/1/10 through 6/30/13
Decision SAC 5012 
Soo Dong Kim, an individual,
dba Soo Kim Electric Company
16224 Ridgeview Lane
La Mirada, CA 90638
CSB # 568103 Exp. 8/1/09 (inactive)
Hyo Nam Jung, an individual,
dba Lucid Electric
18621 Well Street
Rowland Heights, CA 91748
CSB # 914692 Exp. 4/3/10
4/19/10 through 4/18/13
Decision SAC 1064 
Southwest Grading,
dba Southwest Grading Services, Inc.,
22031 Waite Street
Wildomar, CA 92595
David Walter Cholewinski, an individual
22031 Waite Street
Wildomar, A 92595
29970 Technology Drive, Ste. 205
Murrieta, CA 92563
3/18/10 through 3/17/13
Decision SAC 1058 

Page 750 of 811 ends

CSB #840416 Exp. 6/30/10
S.J. Cimino Electric, Inc., a California corporation,
3267 Dutton Ave.

Santa Rosa, CA 95404
Salvatore Joseph Cimino, RMO, CEO and President of S.J.

Cimino Electric, Inc. and sole owner of S.J. Cimino
Electric, an individual
5825 Heights Rd.

Santa Rosa, CA 95401
CSB #343802 Exp. 2/28/10
CSB #294141 Exp. 9/30/13 (inactive)
10/15/09 through 10/14/12
Decision SAC 1052 
Cedar Development Corporation
Serghon Gabriel Afram, individually
12477 Feather Dr
Mira Loma, CA 91752
CSB # 839898 Exp. 6/30/10 (suspended)
8/5/09 through 8/4/12
Decision SAC 1042 
All Floors Commercial and Residential Flooring, Inc.

Salvador Elias Perea, individually
750 E. McGlincy Lane, #103
Campbell, CA 95008
CSB #430969 Exp. 7/31/09
5/14/09 through 5/13/12
Decision SAC 1040 
1-AMD Construction, Inc.

Alberto Mordoki, individually
Mirella Mordoki, individually
5300 Beach Blvd., Suite 110-416
Buena Park, CA 90621
CSB #787533, revoked
3/16/09 through 3/15/12
Decision SAC1037 
Updated: July 2025

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NOTICE OF EXEMPTION
To: ☒Office of Planning and Research
P.O. Box 3044, Room 113
Sacramento, CA 95812-3044
☒County Clerk - County of Los Angeles
12400 E. Imperial Hwy. Room 101
Norwalk, CA 90650
From: City of Cudahy
Department of: Public Works
5220 Santa Ana Street
Cudahy, CA 90201
Project Title/Case No(s): Clara Bridge Lighting Improvement Project (CIP No. BRI-001) Project Applicant: City of Cudahy
Project Location – Specific: Clara Street Bridge and portion of Clara Street east of River Road and west of the 710 freeway
Project Location – City: Cudahy Project Location – County: Los Angeles Project Description:

The project scope of work consists of the installation of new LED lighting on Clara Bridge. It also includes concrete beams retrofitted to receive new poles, hand-rail painting, traffic striping and structural repairs per bridge report recommendations. The project also entails minor reconfiguration to create bicycle lanes and the installation of traffic calming measure devices such as radar feedback speed signs and edge line striping.

Name of Public Agency Approving Project: City of Cudahy Exempt Status: (check one)
☐Ministerial (Sec. 21080(b)(1); 15268)
☐Declared Emergency (Sec. 21080(b)(3); 15269(a));
☐Emergency Project (Sec. 21080(b)(4); 15269(b)(c));
☒Categorical Exemption. 15301(c) - Class 1 Existing Facilities; 15303(e) – Class 3 New Construction or Conversion of Small Structures; and 15304(h) – Class 4 Minor Alterations to Land ☐Statutory Exemptions.

Reason why project is exempt:

The project qualifies for a Class 1 (Existing Facilities) categorical exemption because the project consists of minor alterations to and maintenance of existing right-of-way and an existing bridge to improve the safety of pedestrians, bicyclists, and vehicles and will not result in a more than negligible increase in use of the street. The project qualifies for a Class 3 (New Construction or Conversion of Small Structures) categorical exemption because improvements include the addition of new structures such as streetlights and signposts. The luminaires used to illuminate will conform with the City’s street lighting requirements and will be shielded to prevent light spill to sensitive neighboring uses. The project qualifies for a Class 4 (Minor Alterations to Land) categorical exemption because it involves the creation of bicycle lanes on the portion of the existing right-of-way included in this project. Therefore, the City of Cudahy determined the Project will not have a significant effect on the environment.

Lead Agency Contact Person: Raul Diaz, Public Works Director Email: [email protected] Signature:
________________________________________________________ __________________________________________________ Cecilia Madrigal-Gonzalez, Senior Planner Date
Attachment F

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“Serving The People "Sirviendo A La Comunidad"
Staff Report
06/16/2026 Page 1 of 5

STAFF REPORT
Date: June 16, 2026
To: Honorable Mayor/Chair and City Council/Agency Members From: Christopher R. Lopez, City Manager/Executive Director Subject: Adoption of Resolution 26-27 Approving the Local Streets and Road Funding Program Project List for Fiscal Year (FY) 2026-27 to comply with the Road Repair and Accountability Act of 2017 (SB1 BEALL)

RECOMMENDATION
The City Council is requested to adopt Resolution 26-27, approving the Local Streets and Road Funding Program Project List for Fiscal Year (FY) 2026-27 to comply with the Road Repair and Accountability Act of 2017 (SB1 Beall).

BACKGROUND

1. On April 28, 2017, the Governor signed Senate Bill (SB) 1 (Beall, Chapter 5, Statute 2017), which is known as the Road Repair and Accountability Act of 2017 to address basic road maintenance, rehabilitation and critical safety needs on both the state highway and local streets and road system. SB1 increases per gallon fuel excise taxes; increases diesel fuel sales taxes and vehicle registration fees; and provides for inflationary adjustments to tax rates in future years.

2. From 2017 to 2025, the Cudahy City Council has adopted Resolution Numbers 17-19, 18- 15, 19-11, 20-18, 21-15, 22-27, 23-22, 24-23, 25-25 approving the Local Streets and Road Funding Program Project List for Fiscal Years (FYs) 2017-18, 2018-19, 2019-20, 2020-21, 2021-22, 2022-23, 2023-24, 2024-25 and 2025-26 respectively to comply with the road repair and accountability Act of 2017 (SB1).

ANALYSIS
Road Maintenance and Rehabilitation Account (RMRA), SB1 Beall The Road Repair and Accountability Act of 2017 (SB1) is a significant investment in California's transportation systems of about $5.2 billion per year. The Act increases per gallon fuel excise taxes, diesel fuel sales taxes and vehicle registration tax, stabilizes the problematic price-based Item Number
14C

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fuel tax rates and provides for inflationary adjustments to rates in future years. The Act more than doubled local streets and road funds allocated through the Highway Users Tax Account, allocating funds from new taxes through a new "Road Maintenance and Rehabilitation Account (RMRA). Pursuant to Streets and Highways Code Section 2030, RMRA local streets and roads allocations must be used for projects "that include, but are not limited to," the following: Road maintenance and rehabilitation; Safety projects; Railroad grade separations; Traffic control devices; and Complete Street components, "including active transportation purposes, pedestrian and bicycle safety projects, transit facilities, and drainage and storm-water capture projects in conjunction with any other allowable project."
Maintenance of Effort: RMRA
The Road Repair and Accountability Act contains a local agency Maintenance of Effort (MOE) requirement that applies to funds allocated through the RMRA. The Act states that the MOE requirement is to ensure that these new road funds do not supplant existing levels of city and county general revenue spending on streets and roads. For example, if a city had programmed certain General Funds for streets and road repairs; the City cannot remove the General Fund monies and replace them with new SB1 monies to fund an existing street and road repairs program/expenditures. The MOE for the receipt of RMRA funds state that a city or county must maintain general fund spending for street, road, and highway purposes at no less than the average of FY 2009-10, FY 2010-11, and FY 2011-12 years.

In summary, in order to receive an allocation or apportionment pursuant to Section 2032, the city or county shall annually expend from its general fund for street, road, and highway purposes an amount not less than the annual average of its expenditures from its general fund during the Fiscal Years 2009–10, 2010–11, and 2011–12, as reported to the Controller pursuant to Section 2151.

Spending Plans and Reports: RMRA
The Road Repair and Accountability Act stipulates that, prior to receiving RMRA funds in a fiscal year, a city or county must submit to the California Transportation Commission (CTC) a project list pursuant to an adopted City’s resolution. The list must include for each project: description, location, schedule, useful life. [Streets and Highways Code Sec 2034(a)] The Road Repair and Accountability Act also requires that a city or county submit to the CTC an annual report of project completion in order to receive RMRA funds. The report must include descriptions of all projects for which RMRA funds were expended including description; location; funds expended, completion date and estimated useful life of the project.

The City’s allocation for FY 2026-27 is estimated to be $599,607 per Local Streets and Roads – Projected Revenues for FY2026-27 Road Maintenance and Rehabilitation Account (RMRA)), based on State Department of Finance statewide estimate dated May 15, 2026.

The City’s required local Maintenance of Effort (MOE) amount for FY 2026-27 is estimated to be $0. Therefore, the total amount for the RMRA for FY2026-27 is $559,607.

This total amount will be allocated to the proposed project identified below.

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City of Cudahy Use of SB1 Funds
The following list of newly proposed projects will be funded in-part or solely with Fiscal Year 2025-26 Road Maintenance and Rehabilitation Account revenues:
• Citywide Traffic Signs and Striping Replacement Program which consists of replacement and installation of regulatory, warning and informational traffic signs, traffic striping and markings throughout the City to improve roadway safety and enhance visibility for motorists, pedestrians and bicyclists.

Work will be performed by City staff utilizing force account methods which may include sign inventory, removal of damaged or non-compliant signs, installation of new signs and sign posts, replacement of faded or vandalized signs, replacement of sign hardware, repainting traffic striping and markings.

Program costs include fully burdened labor cost, as well as cost of equipment, material and supplies and other incidental related costs necessary for implementation of the program.

This program supports the preservation and maintenance of the City’s transportation infrastructure and is eligible for funding under the Road Maintenance and Rehabilitation Account (RMRA) Local Streets and Roads Program established by Senate Bill 1.

• Citywide Traffic Signal Asset Preservation and Maintenance Program which provides for the preservation, maintenance, repair and rehabilitation of the City’ existing traffic signal infrastructure to ensure the continued safe and efficient operation of the transportation network. Services will be performed by a qualified traffic signal maintenance contractor.

Work may include preventive maintenance, routine inspections, testing, troubleshooting, repair, replacement and rehabilitation of traffic signal equipment and appurtenances, including traffic signal heads, vehicle and pedestrian indications, controllers, controller cabinets, pedestrian push buttons, countdown displays, communication equipment, wiring, conduits, service equipment and related traffic signal infrastructure.

The program is intended to preserve and extend the useful life of existing transportation assets, minimize service interruptions, improve operational reliability, maintain compliance with applicable safety standards and reduce future rehabilitation and replacement costs.

This program supports the preservation and maintenance of the City’s transportation system and is intended to be funded with Road Maintenance and Rehabilitation Account (RMARA revenues in accordance with SB 1 eligibility requirements
• FY 26-27 Pavement Rehabilitation Program: Roadway rehabilitation including asphalt grind and overlay of the following street as listed in City’s Pavement Management Program. Project location is selected segments of Otis Avenue.

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• FY 26-27 Slurry Seal Program: Crack Seal and Slurry Seal of the following streets as listed in the City’s Pavement Management System. Project location is selected segments of Fostoria Street, Live Oak Street, Patata Street Ardine Street, Cecilia Street and Hartle Avenue.
• The following previously proposed and adopted project will utilize Fiscal Year 2026-27 Road Maintenance and Rehabilitation Account revenues in their delivery. With the relisting of these projects in the adopted fiscal year resolution, the City is reaffirming to the public and the State our intent to fund these projects with Road Maintenance and Rehabilitation Account revenues:
• Pavement Rehabilitation Program: Roadway rehabilitation including asphalt grind and overlay, and slurry seal of the following street as listed on City’s pavement management system. Project locations is selected segments of Santa Ana Street.

CONCLUSION
City Council approval of the proposed Resolution 26-27, approving the Local Streets and Road Funding Program Project List for Fiscal Year (FY) 2026-27 to comply with the Road Repair and Accountability Act 2017 (SB1 Beall), will bring approximately $599,607 in Road Maintenance and Rehabilitation Account (RMRA) funds to Cudahy for street rehabilitation eligible projects per the Road Repair and Accountability Act of 2017 (SB1 Beall).

STRATEGIC PLAN CORRELATION
Goal E: City Infrastructure and Service Delivery
• Objective 1: Ensure high-quality infrastructure to continue connectivity throughout the community.
• Objective 3: Complete the Capital Improvement Plan, which anticipates the capital needs of Cudahy over a five-year period.
• Objective 4: Increase the Active Transportation program to ensure region-wide transit and pedestrian connections.
• Objective 7: Complete the Atlantic Avenue corridor project.

FINANCIAL IMPACT
Since there is no Maintenance of Effort (MOE) for Cudahy, no City’s General Funds will be used for the subject projects and programs.

It is anticipated that the City will receive $599,607 from the RMRA Fund for FY2026-27. Staff has proposed that those funds be used towards the proposed Fiscal Year 2026-27 RMRA Project under SHC Section 2030.

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ATTACHMENTS
A. Draft Resolution 26-27 approving the Local Streets and Road Funding Program Project List for Fiscal Year 2026-27 to comply with the Road Repair and Accountability Act 2017 (SB1)

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RESOLUTION NO. 26-27

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

CUDAHY, CALIFORNIA, APPROVING THE LOCAL

STREETS AND ROAD FUNDING PROGRAM PROJECT
LIST FOR FISCAL YEAR 2026-27 TO COMPLY WITH THE
ROAD REPAIR AND ACCOUNTABILITY ACT OF 2017
WHEREAS, Senate Bill 1 (SB1), the Road Repair and Accountability Act of 2017 (Chapter 5, Statutes of 2017) was passed by the Legislature and Signed into law by the Governor in April 2017 to address the significant multi-modal transportation funding shortfalls statewide; and
WHEREAS, SB1 includes accountability and transparency provisions that will ensure the residents of our City are aware of the projects proposed for funding in our community and which projects have been completed each fiscal year; and WHEREAS, the City must adopt by resolution a list of projects proposed to receive fiscal year funding from the Road Maintenance and Rehabilitation Account (RMRA), created by SB1, which must include a description and the location of each proposed project, a proposed schedule for the project’s completion, and the estimated useful life of the improvement; and
WHEREAS, the City will receive an estimated $599,607 in RMRA funding in Fiscal Year 2025-26 from SB1; and
WHEREAS, SB1 funding will enable the City to continue essential road maintenance and rehabilitation projects, safety improvements, and increasing access and mobility options for the traveling public that would not have otherwise been possible without SB-1; and
WHEREAS, the City has taken into consideration public input into our community’s transportation priorities/the project list; and
WHEREAS, the City used a Pavement Management System, and the City’s Traffic Signs, Traffic Signals and Pavement Markings Condition Survey to develop the SB1 project list to ensure revenues are being used on the most high-priority and cost-effective projects that also meet the community’s priorities for transportation investment; and WHEREAS, the City owns and maintains an extensive inventory of regulatory, warning, and informational traffic signs as well as traffic striping and pavement markings that are essential components of the local transportation systems; and Attachment A Page 760 of 811
Resolution No. 26-27

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WHEREAS, the City owns and maintains traffic signal infrastructure that constitutes a critical component of the local transportation system, and preservation and maintenance of such infrastructure is necessary to ensure public safety, operational reliability, and the continued functionality of the City’ transportation network; and WHEREAS, the funding from SB1 will help the city maintain and rehabilitate our streets/roads, add active transportation infrastructure throughout the city this year and other similar projects into the future; and
WHEREAS, the City desires to utilize a portion of its Road Maintenance and Rehabilitation Account (RMRA) funding for the Citywide Traffic Signs, Traffic Striping and Pavement Markings Replacement Program to preserve and maintain existing transportation assets, improve roadway safety, and maintain traffic control devices in a state of good repair; and
WHEREAS, the City desires to utilize a portion of its Road Maintenance and Rehabilitation Account (RMRA) funding for the preservation and maintenance of existing traffic signal assets to maintain those facilities in a state of good repair a extend their useful service life; and
WHEREAS, the 2023 California Statewide Local Streets and Roads Needs Assessment found that the City’s streets and roads are in a “fair” condition and this revenue will help increase the overall quality of the City’s road system and over the next decade will bring City streets and roads into a better condition; and WHEREAS, the SB1 project list and overall investment in the City’s local streets and roads infrastructure with a focus on basic maintenance and safety, and using cuttingedge technology, materials and practices, will have significant positive benefits for the community.

BASED UPON THE ABOVE RECITALS, THE CITY COUNCIL OF THE CITY OF

CUDAHY, CALIFORNIA, DOES HEREBY FIND, DETERMINE AND RESOLVE AS FOLLOWS:

SECTION 1. The foregoing recitals are true and correct.

SECTION 2. The following list of newly proposed projects will be funded in-part or solely with fiscal year 2026-27 Road Maintenance and Rehabilitation Account revenues:

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Resolution No. 26-27

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Project Title: FY 2026-27 Citywide Traffic Signs, Traffic Striping and Pavement Markings Replacement Program
Project Description: Replacement and installation of regulatory, warning, and informational traffic signs; and replacement of traffic striping and pavement markings. Work performed by City staff. Includes labor, equipment, materials, signs, posts, hardware and traffic control.

Project Location: Various locations throughout the City.

Estimated Project Schedule: Start, July of 2026- Completion, June of 2027.

Estimated Project Useful Life: 2- 7 years.

Project Title: FY 2026-27 Citywide Traffic Signal Asset Preservation and Maintenance Program
Project Description: Contractor provided maintenance, repair, rehabilitation and replacement of existing traffic signal infrastructure components and related work.

Project Location: Various locations throughout the City.

Estimated Project Schedule: Start, July of 2026- Completion, June of 2027.

Estimated Project Useful Life: 2- 7 years.

Project Title: FY 2026-27 Pavement Rehabilitation Program Project Description: Roadway rehabilitation including asphalt grind and overlay, and slurry seal at streets identified on City’s Pavement Management System.

Project Location: Select segments of Otis Avenue.

Estimated Project Schedule: Start, November of 2026- Completion, May of 2027.

Estimated Project Useful Life: 10- 15 years.

Project Title: FY 2026-27 Slurry Seal Program
Project Description: Pavement rejuvenation including crack seal and slurry seal and slurry seal at streets identified I the City’s Pavement Management System.

Project Location: Select segments of Fostoria Street, Live Oak Street, Patat Street, Ardine Street, Cecilia Street and Hartle Avenue Estimated Project Schedule: Start, March of 2026- Completion, May of 2027.

Estimated Project Useful Life: 5 - 7 years.

SECTION 3. The previously proposed and adopted projects may utilize fiscal year 2026-27 Road Maintenance and Rehabilitation Account revenues in their delivery.

With the re-listing of these projects in the adopted fiscal year resolution, the City is reaffirming to the public and the State our intent to fund these projects with Road Maintenance and Rehabilitation Account revenues:

Project Title: FY 26-27 Pavement Rehabilitation Program Project Description: Roadway rehabilitation including asphalt grind and overlay, and slurry seal at streets identified on City’s Pavement Management System.

Project Location: Select segments of Santa Ana Street.

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Resolution No. 26-27

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Estimated Project Schedule: Start, September of 2026– Completion, June of 2027.

Estimated Project Useful Life: 10-15 years.

PASSED, APPROVED AND ADOPTED by the City Council of the City of Cudahy at its regular meeting on this 16th day of June 2026.

Cynthia Gonzalez
Mayor
ATTEST:

Richard Iglesias
City Clerk

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Resolution No. 26-27

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CERTIFICATION

STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) SS:

CITY OF CUDAHY )
I, Richard Iglesias, City Clerk of the City of Cudahy, hereby certify that the foregoing Resolution No.26-27 was passed and adopted by the City Council of the City of Cudahy, signed by the Mayor and attested by the City Clerk at a regular meeting of said Council held on the 16th day of June, 2026, and that said Resolution was adopted by the following vote, to-wit:

AYES:

NOES:

ABSTAIN:

ABSENT:

Richard Iglesias
City Clerk

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“Serving The People” "Sirviendo A La Comunidad"
Staff Report
06/16/2026 Page 1 of 3

STAFF REPORT
Date: June 16, 2026
To: Honorable Mayor/Chair and City Council/Agency Members From: Shelley Preisler, City Attorney
Subject: Discussion and Direction on Brown Act (SB 707) Outreach Policies

RECOMMENDATION
It is recommended that the City Council discuss and provide direction to staff regarding outreach to encourage participation in City Council meetings by underrepresented and nonEnglish speaking communities.

BACKGROUND
Senate Bill 707 (“SB 707”) updates the teleconferencing and accessibility requirements of the Ralph M. Brown Act (Gov. Code § 54950 et seq.) (“Brown Act”), California’s open meeting law.

SB 707 modernizes certain Brown Act provisions and seeks to expand public access to local government meetings.

SB 707 requires certain legislative bodies, including the City Council, to make reasonable efforts to invite groups that do not traditionally participate in public meetings to attend those meetings, and encourages further outreach. .

Government Code section 54953.4 provides that reasonable outreach efforts may include, but are not limited to, inviting media organizations that provide news coverage in the jurisdiction, including media organizations that serve non-English speaking communities, and inviting good government, civil rights, civic engagement, neighborhood, and community group organizations, or similar organizations, that are active in the City, including organizations active in non-English speaking communities. Government Code section 54953.4 provides that legislative bodies have broad discretion in the choice of reasonable outreach efforts and clarifies that failure to provide notice to any specific group does not create a basis for legal action.

Item Number
14D

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ANALYSIS
The City Council has broad discretion to determine and make reasonable efforts to invite groups that do not traditionally participate in public meetings to attend City Council meetings.

Potential outreach efforts may include, but are not limited to, outreach to the following groups and organizations: media organizations that serve non-English speaking communities, and inviting good government, civil rights, civic engagement, neighborhood, and community group organizations, or similar organizations, that are active in the City of Cudahy, including organizations active in non-English speaking communities.

The purpose of this item is to allow the City Council to discuss potential outreach efforts and provide direction to staff, which could include the development of formal City policy for adoption at a future meeting, regarding outreach to groups that do not traditionally participate in public meetings. The discussion and direction may cover, among other topics:
• The types of organizations, groups, and communication methods that should be included as part of the City’s outreach approach. Such direction may include whether staff should maintain a list of local media organizations, community-based organizations, neighborhood groups, civic engagement organizations, and organizations serving non-English speaking communities for purposes of providing information regarding City Council meetings.
• The manner in which outreach should occur. For example, outreach may include providing meeting information through existing City communication channels, sharing meeting notices or agenda information with identified organizations, coordinating with community organizations, and identifying additional opportunities to encourage participation by communities that do not traditionally participate in public meetings.

Any outreach approach should remain flexible so that staff may tailor efforts based on the nature of the meeting, the subject matter under consideration, staff resources, and the communities or organizations that may be affected by or interested in City Council business.

The proposed policy is intended to provide flexibility while supporting expanded public awareness and participation.

FISCAL IMPACT/FINANCING
As the proposed discussion and direction contemplates the use of existing staff and resources to conduct outreach related to City Council meetings, there is no expected impact to the General Fund. However, potential financial impacts could arise in the future if additional staff time or resources are needed to implement the outreach efforts.

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CONCLUSION
Staff recommends that the City Council discuss and provide direction to staff regarding outreach efforts to encourage participation in City Council meetings by underrepresented and non-English speaking communities pursuant to Government Code section 54953.4(b)(3)(C).

ATTACHMENTS
None

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“Serving The People” "Sirviendo A La Comunidad"
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06/16/2026 Page 1 of 2

STAFF REPORT
Date: June 16, 2026
To: Honorable Mayor/Chair and City Council/Agency Members From: Shelley Preisler, City Attorney
Subject: Consideration to Approve an Interim Urgency Ordinance Instituting a Temporary 45-Day Moratorium Prohibiting Processing, Approval, and Acceptance of New Data Center Land Use Applications

RECOMMENDATION
The City Council is requested to:

1. Determine the adoption of this Urgency Ordinance is exempt from California Environmental Quality Act (“CEQA”) pursuant to CEQA Guidelines Section 15061(b)(3); and

2. Introduce by title only, and waive further reading of Urgency Ordinance, imposing a 45-day moratorium prohibiting processing, approval, and acceptance of new Data Center land use applications.

BACKGROUND
Communities throughout the state and country have experienced detrimental effects of Data Center land uses, including but not limited to intensive energy and water use, noise, crime and security issues, air quality, water and noise pollution, aesthetic impacts; and other related effects on property values and quality of life to surrounding neighborhoods.

Data Center land uses often necessitate unique and/or abnormally large utility infrastructure connections to electrical, water, and sewage systems; where existing infrastructure is unable to support such land use nor load intensity of demand.

The Vice Mayor requested a data center moratorium at the May 5, 2026 Regular Meeting of the City Council.

The City of Cudahy Municipal Code (“CMC”) does not, at present, adequately regulate Data Center land uses, including location, size and scope, and other development Item Number
14E

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standards in its Zoning Ordinance. Data Centers are currently undefined in the CMC.

An interim ordinance is only effective for an initial period of 45 days. Prior to its expiration, the City Council may, after a duly noticed public hearing, extend the interim ordinance for up to 10 months and 15 days.

ANALYSIS
It is Staff’s assessment that the proposed Urgency Ordinance is necessary in order to protect the City from the potential negative impacts of Data Centers. The proposed Urgency Ordinance would grant Staff time to evaluate impacts, gather public input, and draft zoning regulations for consideration.

ENVIRONMENTAL REVIEW
Pursuant to the California Environmental Quality Act (“CEQA”) (Pub. Res. Code § 21000 et seq.) under the commonsense exemption set forth in California Code of Regulations, Title 14, § 15061(b)(3) (“CEQA Guidelines”). This section states that projects that do not result in direct, or reasonably foreseeable indirect, physical changes in the environment are not subject to CEQA review. The adoption of this Interim Urgency Ordinance would prohibit the processing, approval, and acceptance of new data center land use applications; thus, it can be seen with certainty that prohibiting the processing, approval, and acceptance of new data center land use applications would not cause a direct or indirect impact on the environment.

FISCAL IMPACT/FINANCING
Adoption of this Interim Urgency Ordinance would not result in a direct fiscal impact on the General Fund.

CONCLUSION
It is recommended that the City Council approve the attached Interim Urgency Ordinance.

The Interim Urgency Ordinance shall become effective immediately if adopted by a fourfifths (4/5) vote of the City Council for a period of 45 days.

ATTACHMENTS
A. Draft Urgency Ordinance

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URGENCY ORDINANCE NO. 768

AN INTERIM URGENCY ORDINANCE OF THE CITY

COUNCIL OF THE CITY OF CUDAHY, CALIFORNIA,

INSTITUTING A TEMPORARY FORTY-FIVE DAY

MORATORIUM PROHIBITING PROCESSING, APPROVAL,

AND ACCEPTANCE OF NEW DATA CENTER LAND USE

APPLICATIONS PURSUANT TO GOVERNMENT CODE
SECTION 65858
WHEREAS, California Constitution Article XI, Section 7, enables the City of Cudahy (the "City") to enact local planning and land use regulations; and WHEREAS, the authority to adopt and enforce zoning regulations is an exercise of the City's police power to protect the public health, safety, and welfare; and WHEREAS, California Government Code Section 65858 authorizes the City Council to adopt an interim urgency ordinance for the immediate preservation of the public health, safety, or welfare, and to prohibit a land use that is in conflict with a contemplated general plan, specific plan, or zoning proposal that the City Council, Planning Commission, or Community Development Department is considering or studying, or intends to study within a reasonable time; and
WHEREAS, a "Data Center" is defined herein in Section 2, below. Data Centers provide the hardware for large scale software systems, traditional computational demands with accompanying cloud storage, and generative artificial intelligence; and WHEREAS, communities throughout the state and country have experienced detrimental effects of Data Center land uses, including but not limited to intensive energy and water use, noise, crime and security issues, air quality, water and noise pollution, aesthetic impacts; and other related effects on property values and quality of life to surrounding neighborhoods; and
WHEREAS, Data Center land uses often necessitate unique utility infrastructure connections to electrical, water, and sewage systems; where existing infrastructure is unable to support such land use nor load intensity of demand; and WHEREAS, Data Centers are undefined in the City of Cudahy Municipal Code ("CMC") and present a novel use in the City. The City does not, at present, adequately regulate Data Center land uses, including location, size and scope, and other development standards in its Zoning Ordinance; and
WHEREAS, it is in the City's best interest to promote orderly growth and balance the development of Data Centers with respect to economics, compatibility with other uses, and aesthetics; and
WHEREAS, the City requires time to study the relevant issues and explore appropriate regulations concerning the establishment, placement, and possible operational conditions of Data Center land uses; and
Attachment A Page 771 of 811
WHEREAS, the City Council desires to direct Staff of the Community Development Department to conduct such analysis and to report their findings to both the Planning Commission and City Council within a reasonable time.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF CUDAHY, CALIFORNIA DOES HEREBY ORDAIN AS FOLLOWS:

SECTION 1. Recitals. The above recitals are true and correct and incorporated herein by reference.

SECTION 2. Definitions. For the purpose of this Interim Urgency Ordinance, the term "Data Center" shall mean a facility or structure whose sole or primary function is to house servers and data storage systems with connections to the public internet or closed enterprise networks for large scale software systems and the computational demands of traditional computational demands and generative artificial intelligence. A Data Center may also include backup power generators, water cooling and storage facilities, air handlers, utility substations, fire suppression systems, and other infrastructure to support operations.

A. The term "Data Center" shall not include:

1. City action; and

2. Data processing facilities whose use is secondary or ancillary to another expressly permitted use, located on less than one acre of land.

SECTION 3. Moratorium.

A. The City Council declares a moratorium on the acceptance, processing and approval of any application for the establishment of a new Data Center, and the issuance of any permit, business license, business occupancy permit, or certificate of occupancy for the purpose of establishing a new Data Center or expanding an existing Data Center.

B. The moratorium shall be effective for the period set forth in this Interim Urgency Ordinance and extensions thereof, or until such earlier time that the City Council amends the City of Cudahy Zoning Ordinance to address the concerns described in this Interim Urgency Ordinance.

SECTION 4. Urgency Findings. This Interim Urgency Ordinance is adopted as an urgency measure pursuant to Government Code Section 65858 and is for the immediate preservation of the public health, safety, and welfare. This Interim Urgency Ordinance is deemed necessary based upon the recitals herein and for the following reasons:

A. In light of the foregoing Recitals, the City Council finds that the establishment or expansion of Data Centers within the City presents a current and immediate threat to public health, safety and welfare, and the approval of permits, licenses, or any other applicable entitlement required by the zoning ordinance would result in that threat to public health, safety, or welfare.

B. Diesel generators plus heating, ventilation, and air conditioning (HVAC) systems within Data Centers can create a constant hum that can be audible to neighboring residents and wildlife. Data centers generate noise levels that may exceed 90 decibels. Noise levels above 85 decibels are harmful to hearing.

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C. It is the intent of the City Council to consider zoning regulations that, for example, expressly define a Data Center, and regulate the placement and operational conditions of Data Centers in the City.

D. Amending the Zoning Ordinance requires study, public hearings, and both Planning Commission and City Council review.

E. This Interim Urgency Ordinance will afford Staff and the Planning Commission a reasonable amount of time to study the matter.

F. In light of these findings and all evidence in the record, including, but not limited to the staff report accompanying this Interim Urgency Ordinance, the City Council finds that this moratorium is justified in accordance with Government Code Section 65858.

SECTION 5. Hardship Exemption.

A. The City Council has the authority but no obligation to grant exemptions from the provisions of this Interim Urgency Ordinance where it finds that strict adherence to the moratorium would result in extreme hardship to either: (i) the business owner proposing a Data Center or expansion of an existing Data Center; or (ii) the relevant property owner.

The City Council may consider any factor relevant to this determination. A finding that the moratorium deprives the owner of all economically viable use of the property shall constitute extreme hardship.

B. Written requests for hardship exemptions shall be filed with the Planning Division and shall state the grounds for the exemption and provide supporting documentation. The City Council is not required to consider the request any sooner than two weeks after it was filed. The City Council shall approve, approve with conditions, or deny the request by resolution.

SECTION 6. CEQA. This Interim Urgency Ordinance is exempt from the California Environmental Quality Act ("CEQA") based on the following:

A. Pursuant to the California Environmental Quality Act ("CEQA") (Pub. Res.

Code § 21000 et seq.) and CEQA Guidelines (Cal. Code Regs., tit. 14, § 15000 et seq.), there is no possibility that the adoption of this Interim Urgency Ordinance and continuance of a moratorium, hereby, may have a significant effect on the environment, because the moratorium will maintain the current environmental conditions arising from the current land use regulatory structure and is therefore exempt from CEQA pursuant to CEQA Guidelines Section 15061(b)(3).

SECTION 7. Severability. If any section, subsection, subdivision, paragraph, sentence, clause or phrase of this Interim Urgency Ordinance, or any part thereof is for any reason held to be invalid or unconstitutional by a decision of any court of competent jurisdiction, such decision shall not affect the validity of the remaining portions of this Interim Urgency Ordinance or any part thereof. The City Council hereby declares that it would have passed each section, subsection, subdivision, paragraph, sentence, clause or phrase thereof, irrespective of the fact that any one or more section, subsection, subdivision, paragraph, sentence, clause or phrase would be subsequently declared invalid or unconstitutional.

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SECTION 8. Effective Date. Pursuant to Government Code Section 36937, this Interim Urgency Ordinance shall become effective immediately upon adoption if adopted by at least four-fifths vote of the City Council and shall be in effect for 45 days from the date of adoption unless extended as provided by Government Code Section 65858.

PASSED, APPROVED, AND ADOPTED by the City Council of the City of Cudahy at its regular meeting on this ____th day of _____________ 2026.

Cynthia Gonzalez
Mayor
ATTEST:

Richard Iglesias
City Clerk

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STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) SS.

CITY OF CUDAHY )
I, Richard Iglesias, City Clerk of the City of Cudahy, County of Los Angeles, State of California, do hereby certify that the above and foregoing is a full, true, and correct copy of Interim Urgency Ordinance No. ______ adopted by the City Council of the City of Cudahy, at a regular meeting by said Council held on _______ ___, 2026, by the following votes to wit:

AYES:

NOES:

ABSTAIN:

ABSENT:

Richard Iglesias
City Clerk

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Blank Page

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“Serving The People” "Sirviendo A La Comunidad"
Staff Report
06/16/2026 Page 1 of 3

STAFF REPORT
Date: June 16, 2026
To: Honorable Mayor/Chair and City Council/Agency Members From: City Attorney’s Office
Subject: Consideration to Adopt Ordinance No. 769 Adding Chapter 9.15 “Law Enforcement Services Transparency and Constitutional Compliance” to Title 9 of the City’s Municipal Code and Amending Chapter 1.25 “Procedures Concerning Sensitive Information and Prohibition of the Use of City Resources for Federal Immigration Enforcement” of Title 1 of the City’s Municipal Code

RECOMMENDATION
The City Council is requested to waive the full reading and introduce Ordinance No. 769 by title only, adding Chapter 9.15 “Law Enforcement Services Transparency and Constitutional Compliance” to Title 9 of the City’s Municipal Code and amending Chapter 1.25 “Procedures Concerning Sensitive Information and Prohibition of the Use of City Resources for Federal Immigration Enforcement” of Title 1 of the City’s Municipal Code.

BACKGROUND
The City of Cudahy (“City”) does not employ sworn law enforcement officers and instead contracts with the Los Angeles County Sheriff’s Department (“LASD”) for municipal law enforcement services pursuant to the Municipal Law Enforcement Services Agreement (“Agreement”) between the City and the County of Los Angeles (“County”), entered into on June 11, 2024 for a five (5) year term ending on June 30, 2029. Under the Agreement, LASD maintains control of the rendition of services performed by LASD, standards of performance, discipline of officers, and other matters incident to the performance of such services and control of personnel, but allows the City to establish priorities, objectives, and goals and request certain data regarding services provided under the Agreement.

At the February 3, 2026 City Council Meeting, Mayor Gonzalez requested an ordinance relating to law enforcement, transparency, and constitutional compliance. At the February 17, 2026 City Council Meeting, Council discussed a draft ordinance including content pertaining to the Mayor’s request, and recommended that a separate ordinance regarding law enforcement Item Number
14F

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“Serving The People” "Sirviendo A La Comunidad"
Staff Report
06/16/2026 Page 2 of 3

services funded by the City be brought back at a future meeting.

At the March 3, 2026 City Council Meeting, the City Manager presented a discussion item regarding several policy areas related to law enforcement services in the City, including the draft law enforcement ordinance. The City Manager requested feedback and direction from the City Council, resulting in the formation of a Municipal Law Enforcement Ad Hoc Committee, which discussed and revised the current Ordinance.

The proposed Ordinance is intended to:
• Establish City priorities, objectives, and goals regarding law enforcement services funded by the City;
• Express City policy regarding constitutional compliance of law enforcement services; • Promote transparency and communication regarding law enforcement activities that affect community trust; and
• Allow the City to expand the uses of its existing mobile application as a platform to connect community members with information, resources, and services provided by community-based organizations and local, State, and federal agencies.

ANALYSIS
The proposed Ordinance establishes priorities, objectives, and goals for law enforcement services rendered in the City in accordance with the existing Agreement, and does not amend the Agreement; impose new operational, training, supervisory, or disciplinary requirements on LASD; or require factual determinations of misconduct or violations of law.

Ordinance No. 769 establishes that constitutional compliance and protection of civil rights are essential components of public safety; the City expects law enforcement services funded by or otherwise performed in the City to be consistent with constitutional requirements and applicable law; and transparency and communication regarding law enforcement activities that affect community trust are necessary for responsible governance.

The Ordinance identifies City policies relating to adherence to Fourth Amendment standards governing detention and arrest; non-discrimination consistent with Equal Protection principles; respect for First Amendment rights, including the lawful recording of law enforcement activity in public spaces; provision of medical care consistent with established departmental policies where force is used or injury is observed; activation and use of body-worn cameras consistent with existing LASD policies during law enforcement encounters; and documentation of use-offorce incidents consistent with existing reporting requirements.

To support broader City efforts to promote community usage of the City’s mobile application MyCudahy, Ordinance No. 769 amends Chapter 1.25 of Title 1 of the City’s Municipal Code to clarify that information voluntarily uploaded by MyCudahy users is exempt from the City’s

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“Serving The People” "Sirviendo A La Comunidad"
Staff Report
06/16/2026 Page 3 of 3

restrictions on the collection of sensitive information to ensure that City residents and MyCudahy users can use the application to report issues of community concern.

CONCLUSION
Based on the foregoing, staff recommends that City Council waive the full reading and introduce Ordinance No. 769 by title only, adding Chapter 9.15 “Law Enforcement Services Transparency and Constitutional Compliance” to Title 9 of the City’s Municipal Code and amending Chapter 1.25 “Procedures Concerning Sensitive Information and Prohibition of the Use of City Resources for Federal Immigration Enforcement” of Title 1 of the City’s Municipal Code.

FINANCIAL IMPACT
As Ordinance No. 769 proposes the use of existing staff and resources, there is no expected impact to the General Fund. However, potential financial impacts could arise in the future if additional staff time or resources are needed to implement the Ordinance, including but not limited to coordinating with law enforcement regarding the City’s priorities, objectives, and goals.

ATTACHMENTS
A. Draft Ordinance No. 769
B. Municipal Law Enforcement Services Agreement

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1 ORDINANCE NO. 769

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF
CUDAHY ADDING CHAPTER 9.15 (LAW ENFORCEMENT

SERVICES TRANSPARENCY AND CONSTITUTIONAL
COMPLIANCE) TO TITLE 9 (PUBLIC PEACE, MORALS
AND WELFARE) OF THE CITY’S MUNICIPAL CODE AND
AMENDING CHAPTER 1.25 (PROCEDURES

CONCERNING SENSITIVE INFORMATION AND

PROHIBITION OF THE USE OF CITY RESOURCES FOR
FEDERAL IMMIGRATION ENFORCEMENT) OF TITLE 1
(GENERAL PROVISIONS) OF THE CITY’S MUNICIPAL
CODE
WHEREAS, the City of Cudahy (“City”) does not employ sworn law enforcement officers and instead contracts with the County of Los Angeles (“County”) for municipal law enforcement services from the Los Angeles County Sheriff’s Department (“LASD”) provided pursuant to the Municipal Law Enforcement Services Agreement (“Law Enforcement Agreement”) by and between the City and the County, executed on June 11, 2024, for a five (5) year term; and
WHEREAS, pursuant to the terms of the Law Enforcement Agreement, the County retains control of the rendition of services performed by LASD officers, standards of performance, discipline of officers, and other matters incident to the performance of service and control of personnel, but the County shall ensure that all services are delivered in a manner consistent with the priorities, annual performance objectives, and goals established by the City; and
WHEREAS, the Cudahy City Council (“City Council”) has a fiduciary and governance responsibility to ensure that public funds used for City law enforcement services are expended in a manner consistent with constitutional protections, federal and state law, and community trust; and
WHEREAS, law enforcement agencies are obligated to uphold the United States Constitution and the California Constitution; and
WHEREAS, although the County retains control of the rendition of law enforcement services in the City, under the terms of the Law Enforcement Agreement, the City may establish priorities, objectives, and goals for the delivery of services by LASD within its jurisdiction; and
WHEREAS, the City seeks to promote transparency regarding law enforcement activities, requests for assistance, and community concerns to promote informed governance, strengthen public trust, and support responsible contract management; and WHEREAS, the City seeks to establish priorities, objectives, and goals for law enforcement services delivered in its jurisdiction without directing law enforcement operations, disciplining individual LASD officers, establishing standards of performance or policy for LASD officers, or amending the Law Enforcement Agreement; and Attachment A Page 780 of 811
2 WHEREAS, the City also seeks to use its existing mobile application as a platform to provide City residents and other users access to information, resources, and services provided by community-based organizations and local, State, and federal agencies; and WHEREAS, this Ordinance is neither intended to amend the Law Enforcement Agreement nor to interfere with federal, State, or County law enforcement authority, but rather is intended to clarify City priorities, objectives, and goals, and enhance transparency in the scope of law enforcement services funded by the City.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF CUDAHY DOES HEREBY ORDAIN AS FOLLOWS:

SECTION 1. The above recitals are true and correct and are incorporated as though fully set forth herein.

SECTION 2. Chapter 9.15 (“Law Enforcement Services Transparency and Constitutional Compliance”) is hereby added to Title 9 (Public Peace, Morals and Welfare) of the Cudahy Municipal Code to read as follows:

Chapter 9.15 – Law Enforcement Services Transparency and Constitutional Compliance.

9.15.010 Purpose

9.15.020 Application

9.15.030 Priorities, Performance Objectives, and Goals for Law Enforcement Services

9.15.040 Contract Provisions

9.15.050 Law Enforcement Services

9.15.060 Limitations

9.15.070 Use of City Mobile Application
Section 9.15.010. Purpose.

The purpose of this Chapter is to establish City priorities, objectives, and goals regarding law enforcement services in the City, City policies regarding constitutional compliance of law enforcement, and to promote transparency and trust in the community.

Section 9.15.020. Application.

A. This Chapter applies to law enforcement services funded by the City.

B. This Chapter does not:

1. Amend the City’s existing Municipal Law Enforcement Services Agreement;

2. Impose new operational, training, supervisory, or disciplinary requirements on the Los Angeles County Sheriff’s Department; or

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3 3. Require factual determinations of misconduct or violations of law, including federal and state constitutions, or implement a process for the adjudication thereof.

Section 9.15.030. Priorities, Performance Objectives, and Goals for Law Enforcement Services.

It is hereby declared to be the policy of the City that:

A. Constitutional compliance and protection of civil rights are essential components of public safety;
B. The City expects law enforcement services funded by or otherwise performed in the City to be delivered in a manner consistent with constitutional requirements and applicable law;
C. Transparency and communication regarding law enforcement activities that affect community trust are necessary for responsible governance; D. The City further recognizes the importance of:

1. Adherence to Fourth Amendment protections regarding detentions and arrests;

2. Non-discrimination consistent with Equal Protection principles;

3. Respect for First Amendment rights, including the lawful recording of law enforcement activities in public spaces;

4. Provision of medical care consistent with established departmental policies where force is used or injury is observed;

5. Activation and use of body-worn cameras consistent with existing Los Angeles County Sheriff’s Department policies during law enforcement encounters; and

6. Documentation of use-of-force incidents consistent with existing reporting requirements.

E. This section is declaratory of City policy and does not create independent enforcement authority.

Section 9.15.040. Contract Provisions.

The City shall strive to incorporate in future contracts pertaining to law enforcement services performed within the City’s jurisdiction, including but not limited to future renewals and amendments of the Municipal Law Enforcement Services Agreement, constitutional and transparency obligations consistent with the City’s values expressed in this Chapter.

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4 Section 9.15.050. Law Enforcement Services.

As part of the Los Angeles County Sheriff’s Department’s existing practices and services for the City, law enforcement officers will provide services as outlined in the Municipal Law Enforcement Services Agreement, or in the event the City establishes its own law enforcement department in the future, law enforcement services shall be rendered in the City in a manner to ensure residents are protected in the following areas:

A. Adherence to Fourth Amendment protections regarding detentions and arrests; B. Non-discrimination consistent with Equal Protection principles; C. Respect for First Amendment rights, including the lawful recording of law enforcement activities in public spaces;
D. Provision of medical care consistent with established departmental policies where force is used or injury is observed;
E. Activation and use of body-worn cameras consistent with existing Los Angeles County Sheriff’s Department policy during law enforcement encounters; and F. Documentation of use-of-force incidents consistent with existing reporting requirements.

Section 9.15.060 Limitations.

Nothing in this Chapter shall be construed to:

A. Require disclosure of information protected by law, privilege, or confidentiality requirements;
B. Compel disclosure beyond that which the Los Angeles County Sheriff’s Department, which provides the City law enforcement services pursuant to the Municipal Law Enforcement Services Agreement, is legally authorized to share; C. Require identification of individual law enforcement officers, residents, or specific cases;
D. Interfere with federal or state law enforcement authority; and E. Alter or supersede any provision of state or federal law.

Section 9.15.070. Use of City Mobile Application.

The City may use its existing mobile application (“MyCudahy”) as a platform to provide City residents and other MyCudahy users with information, resources, and services provided by community-based organizations and local, State, and federal agencies.

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5 SECTION 3. Section 1.25.020(E) of Chapter 1.25 of Title 1 of the Cudahy Municipal Code is hereby amended as follows (unless otherwise noted, changes are shown in underline or strikethrough text):

E. This Section shall not be applicable upon the following:
(1) The written consent of an individual to whom Sensitive Information pertains (or if such individual is a minor, the consent of that person’s parent or legal guardian);
(2) The information or disclosure is necessary to provide a City service, for election-related purposes or appointment to a City office or commission, or as required for purposes of City employment or the disbursement of City funds;
(3) The information or disclosure is required by any applicable state or federal law, including 8 U.S.C. § 1373, or judicial decision; and (4) Information voluntarily provided or uploaded by users of the City’s mobile application (“MyCudahy”), including, but not limited to, information required to register or use the MyCudahy application.

SECTION 4. INCONSISTENT PROVISIONS. Any provision of the Cudahy Municipal Code, or appendices thereto, that conflicts with the provisions of this Ordinance, to the extent of such conflict and no further, is hereby repealed or modified to the extent necessary to affect the provisions of this Ordinance.

SECTION 5. SEVERABILITY. If any section, subsection, subdivision, paragraph, sentence, clause, or phrase of this Ordinance, or any part thereof, is for any reason held invalid or unconstitutional by a decision of any court of competent jurisdiction, such decision shall not affect the validity of the remaining portions of this Ordinance or any part thereof. The City Council hereby declares that it would have passed each section, subsection, subdivision, paragraph, sentence, clause, or phrase thereof, irrespective of the fact that any one or more section, subsection, subdivision, paragraph, sentence, clause, or phrase would be subsequently declared invalid or unconstitutional.

SECTION 6. PUBLICATION AND EFFECTIVE DATE. The Mayor shall sign, and the City Clerk shall attest to the passage of this Ordinance. The City Clerk shall cause the same to be published once in the official newspaper within 15 days after its adoption. This Ordinance shall become effective thirty (30) days after adoption.

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6 PASSED, APPROVED AND ADOPTED by the City Council of the City of Cudahy at a regular meeting on this ____ day of ________ 2026.

______________________________
Cynthia Gonzalez
Mayor
_______________________________
Richard Iglesias
City Clerk

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7 STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) SS:

CITY OF CUDAHY )
I, Richard Iglesias, City Clerk of the City of Cudahy, do hereby certify that the above and foregoing Ordinance No. _________ was passed, approved, and adopted by the City Council of the City of Cudahy, signed by the Mayor and attested by the City Clerk at a meeting of said City held on this ____ day of ________ 2026, and that said Ordinance was adopted by the following votes to wit:

AYES:

NOES:

ABSTAIN:

ABSENT:
____________________________
Richard Iglesias
City Clerk

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MUMCIPAL LAW ENX'ORCEMENT SERVICES AGREEMEI{T

BY AND BETWEEN
COT]NTY OF LOS AI\IGELES
AI\ID CITY OF CUDAHY

TABLE OF CONTENTS

SECTION TITLE
RECIT

1.0 SCOPE OF SERVICES...........

2.0 ADMINISTRATIONOFPERSONNEL..............

DEPLOYMENT OF P8RSONN8L................o..o.........oooo...............o...o..o.

PERFOR]VIANCE OF
TERM OF AGR88M8NT.......o..o....r.....................o..................................

RIGHT OF T8RMINATION......................o.o.o.......o...............o..........o.....

BILLING RATES.........o...o..or...,rr....o.............o.o......r..o.....r..o..o.........i.ooo...o.

PAYMENT PROC8DUR8S...........r..o...o.o...o.........o..o.o.o...r.o..oo......o...o.....

10.0 NoTrcEs.

11.0 AMEr\DMENTS.........

12.0 AUTHORIZATION
I.3.0 ENTIRE

3.0 4.0

5.0 6.0

7.4 8.0

9.0 PAGE
I
I
2 3
6 7
8 I
9 l0
11 11
t2
T2
13 ATTACHMENT A: L,os Angeles County Sheriffs Departuent Seruice Level Authorization (SH-AD 575) Form
ATTACHMENI B: Contract City Law Enforcement Seniees and Equipment Master Rate Sheet
ATTACHMENT C: Public Safety Equipment Use Requirements
Attachment B Page 787 of 811
B
C

MUNICIPAL LAW ENFORCEMENT SERVICES AGREEMENT

BY AND BETWEEN

COIINTY OF LOS ANGELES

AND CITY OF'CUDAHY
This Municipal Law Enforcement Services Agreement ("Agreement") is made and entered into this 1lth day of June 2024 by and between the County of Los Angeles ("County") and the City of Cudahy ("City").

RECITALS
Whereas, the City is desirous of contracting with the County for the performance of municipal law enforcement services by the Los Angeles County SherifPs Department (" Sheriff s Department"); and
Whereas, the County is agreeable to rendering such municipal law enforcement services on the terms and conditions set forth in this Agreement; and Whereas, this Agreement is authorized by Sections 56% and 56% of the County Charter and Califomia Government Code Section 51301.

NOW THEREFORE, in consideration of the mutual covenants contained herein, and for good and valuable consideration, the parties mutually agree as follows:

1.0 SCOPE OF SERVICES
l.l The County, by and through the Sheriffs Department, agrees to provide general law enforcement services within the corporate limits of the City to the extent and in the manner hereinafter set forth in this Agreement.

1.2 Except as otherwise specifically set forth in this Agreement, such services shall only encompass duties and functions of the type coming within the jurisdiction of and customarily rendered by the Sheriffs Department under the County Charter, State of California statutes, and the City municipal codes. l.3 General law enforcement services performed hereunder may include, if requested by the City, supplemental security support, supplemental sworn officer support, and supplemental professional civilian support staff.
1

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2.4 ADMINISTRATION OX' PERSOI\INEL

2.1 During the term of this Agreement, the Sheriff or his designee shall serve as the Chief of Police of the City and shall perform the functions of the Chief of Police at the direction ofthe City.

2.2 The rendition of the services performed by the Sheriffs Deparfinent, the standards of performance, the discipline of oflicers, ffid other matters incident to the performance of such services and the control ofpersonnel so employed shall remain with the County. The City understands and agrees that at the Sheriffs Department's sole discretion, the Sheriffs Deparfrnent may redeploy personnel for mutual aid purposes pursuant to the California Emergency Services Act, codified at California Government Code Sections 8550-8668. Absent exigent circumstances, any sustained deployment of more than fiffy percent (50%) of the City's contracted items, with the calculation determined by service unit type, requires consultation with the City manager or his/her designee. For the purpose of this section, exigent circumstances are defined as such cases where the immediacy of deployment is of such nature where prior consultation is materially detrimental to public safety and the lenglh of such deployment does not exceed24 hours.

2.3 In the event of a dispute between the parties to this Agreement as to the extent of the duties and functions to be rendered hereunder, or the minimum level or manner of performance of such service, the City shall be consulted and a mutual determination thereof shall be made by both the Sheriffs Deparfrnent and the City.

The City shall first consult with the Station Captain, Division Commander, and Division Chief, in an effort to reach a mutual determination. If a mutual determination cannot be realized at a subordinate level, then the matter will be elevated to a Sheriffs Department Assistant Sherifforthe Sheriff.

2.4 With regard to Paragraphs 2.2 and 2.3 above, the Sheriffs Deparftnent, in an unresolved dispute, shall have final and conclusive determination as between the parties hereto.

2.5 All City employees who work in conjunction with the SherifPs Department pursuant to this Agreement shall remain employees of the City and shall not have 2

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3.0 any claim or right to employment, civil service protection, salary, or benefits or claims of any kind from the County based on this Agreement. No City employees as such shall become employees of the County unless by specific additional agreement in the form of a merger agreement which must be concurrently adopted by the City and the County. The SherifPs Deparfrnent will provide approved City employees with the required training necessary to access authorized County programs (i.e. CAD, MDC, etc.), so such City employees can perform the functions of their positions.

2.6 While performing law enforcement services and functions under this Agreement, every SherifPs Deparfinent employee shall be authorized to enforce all City laws and regulations, including all City codes and ordinances.

2.7 The City shall not be called upon to assume any liability for the direct payment of any Sheriffs Department salaries, wages, or other compensation to any County personnel performing services hereunder for the Crty. Except as herein otherwise specified, the City shall not be liable for compensation or indemnity to any County employee or agent of the County for injury or sickness arising out of the performance of services under this Agreement.

2.8 As part of its compliance with all applicable laws and regulations relating to employee hiring, the County agrees that the County Civil Service Rules to which it is subject and which prohibit discrimination on the basis of non-merit factors, shall for purposes of this Agreement be read and understood to prohibit discrimination on the basis of sexual orientation.

DEPLOYMENT OF PERSONIYEL

3.1 Services performed hereunder and specifically requested by the City shall be developed in conjunction with the Sheriffs Departrnent and indicated on Attachment A, Los Angeles County Sheriffs Department Service Level Authorization (SH-AD 575) Form, ofthis Agreement.

3.2 The City, or its designated representative, shall meet with its respective Sheriffs Deparhnent Station Captain when requesting law enforcement services to be performed in the City, and provide direction to the Sheriffs Deparfrnent Station Captain regarding the method of deployment for such services. The City and the 3

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3.3 Sheriffs Departnent shall also determine a minimum daily standard of staffing needs for services rendered to ensure an adequate personnel presence during station operation and patrol. The City and the Station Captain shall meet to discuss the minimum daily standard which is documented in Attachment A, Los Angeles County Sheriffs DeparEnent Service Level Authorization (SH-AD 575) Form, of this Agreement. The Station Captain shall endeavor to meet this standard without increased cost to the City. The Sheriffs Departnent shall ensure that all services are delivered in a manner consistent with the priorities, annual performance objectives, and goals established by the City.

The Sheriffs Department shall make every attempt to avoid deployment deficiencies (i.e., "busting" of cars) by following the daily minimum standard of staffing, as stipulated in Attachment A, Los Angeles County SherifPs Department Service Level Authorization (SH-AD 575) Form, of this Agreement. Should deployment deficiencies occur, the Sheriffs DeparEnent should make every effort to reallocate those resources to the shift where the deficiencies occurred. Should the Sheriffs Departrnent determine that a temporary incr€ase, decrease, and/or realignment in the deployment methodologies is necessary, the Sheriffs Deparhnent shall promptly notify the City ofthis change in advance. In the event that prior notice is not possible, the City shall be notified of the change within two (2) Clty business days. If monthly service compliance falls below ninety-eight percent (98%) for each service unit type, then the Sheriffs Deparfrnent Station Captain shall meet with the City to discuss compliance and identifr a plan for resolution. If the quarterly and/or year-to-date (September 30th, December 3lst, March 3lst, and June 30th) service compliance falls below ninety-eight percent (98olo) for each service unit type, then the respective Sheriffs Deparfrnent DMsion Chief strall meet with the Sheriffs Deparfrnent Station Captain and the City to discuss compliance and identiff a plan for resolution. Ifthe City is dissatisfied with the outcome of either resolution process, the matter will be elevated to a Sheriffs Department Assistant Sheriff or the Sheriff until all City concems are fully resolved. Resolution may include, but is not limited to, the use of overtime, stafftng adjustments, and/or City-initiated service suspensions, at no additional cost to the 4

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3.4 City. If the City determines it is unnecessary, the City may waive either dispute resolution process discussed above.

3.3.1 The Sheriffs Departrnent shall monitor and make every attempt to backfill vacant and impaired (to include loaned) sworn supervisorial overhead positions by the beginning of the following quarter.

3.3.2 The Sheriffs Deparfrnent will work with the City to provide an appropriate tool and/or reports to demonstrate adequate service level compliance under this Agreement. Such service level compliance reports include, but not limited to, daily staffrng levels, service levels, deployment of service units, daily deputy activity, or similar type data that is reasonably available.

A new Attachment A, Los Angeles County Sheriffs Departnent Service Level Authorization (SH-AD 575) Form, of this Agreement shall be authorized and signed annually by the City and the Sheriffor his designee effective each July 1, and attached hereto as an Amendment to this Agreement.

Should the City request a change in the level of service other than pursuant to the annual July 1 readjusfrnent, a revised Attachment A, Los Angeles County Sheriffs Deparfinent Service Level Authorization (SH-AD 575) Form, of this Agrecment shall be signed and authorized by the City and the Sheriff or his designee and attached hereto as an Amendment to this Agreement.

The most recent dated and signed Attachment A, Los Angeles County SherifPs Deparhnent Service Level Authorization (SH-AD 575) Form, of this Agreement shall be the staffrng level in effect between the County and the City.

The City is not limited to the services indicated in Attachment A, Los Angeles County Sheriffs Deparunent Service Level Authorization (SH-AD 575) Form, of this Agreement. The City may also request any other service or equipment in the field of public safety, law, or related fields within the legal power of the Sheriffs Deparfinent to provide. Such other services and equipment shall be reflected in a revised Attachment A, Los Angeles County SherifPs Deparfrnent Service Level Authorization (SH-AD 575) Form, ofthis Agreement under the procedures set forth

3.5 3.6

3.7 5

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4.0 in Paragraphs 3.4 and 3.5 above.

3.8 With regard to any public safety equipment requested by the City and set forth on Attachment A, Los Angeles County Sheriffs Department Service Level Authorization (SH-AD 575) Form, of this Agneement, the City shall adhere to the terms and conditions set forth in Attachment C, Public Safety Equipment Use Requirements, of this Agreement.

3.9 When a contracted service unit, requiring the procurement of a vehicle at the onset of service, is deleted from the Service Level Authorization (SH-AD-575) , and the City reinstates said service unit within a 24-month period, the City will not be required to procure a vehicle.

PERFORMANCE OF AGREEMENT

4.1 For the purpose of performing general law enforcement services under this Agreement, the County shall furnish and supply all necessary labor, supervision, equipment, technology, communication facilities, and supplies necessary to maintain the agreed level of service to be rendered hereunder.

4.2 Notwithstanding the foregoing, the City may provide additional resources for the County to utilize in performance ofthe services.

4.2.1 All bailments require a separate Bailment Agreement governing the County's use of the bailed equipment. Such Bailment Agreements shall be administered at the station level. A bailment is a legal arrangement where one party (City) temporarily transfers possession of specific property or assets to another pmty (County) to facilitate the provision of certain services.

4.2.2 All donations made by a Crty to the County will be governed by the most current SherifPs Deparfrnent donation procedures.

4.2.3 The County, through the Sheriffs DeparEnent acknowledges its obligation to maintain an inventory of all non-vehicle equipment owned by the City ("City Equipment") provided to the County for its use. The inventory shall include, but not limited to, a detailed description of each item of City Equipment, its serial number (if applicable), its condition upon receipt, and its location. The County shall be responsible for regulady updating and maintaining the inventory of City Equipment, including documenting any changes inthe status, condition, orlocation 6

Page 793 of 811 ends

5.0 of equipment. The inventory shall be kept current and accurate at all times during the term of this Agreement. Upon request by the City, the County shall provide access to the inventory records and facilitate any necessary inspections or audit of the City Equipment. The County shall cooperate fully with the City in veriffing the accuracy and completeness of the inventory. In the event of loss, damage, or theft of any City Equipment while under the custody or control of the County, the County shall promptly noti$ the City in writing and provide a detailed explanation of the circumstances surounding the incident. All inventory records shall be completed and maintained at the station level.

4.3 When and if both parties to this Agreement concur as to the necessity of maintaining a law enforcement headquarters or Sheriffs Deparfrnent substation within the City which would not normally be provided by the SherifPs Department, the City shall fumish at its own cost and expense all necessary office space, and the Sheriffs Departnent shall have authority to negotiate with the City regarding which entity shall pay for furniture and furnishings, offrce supplies, janitor service, telephone, light, water, and other utilities.

4.4 It is expressly further understood that in the event a local office or building is maintained in the City, such local offrce or building may be used by the SherifPs Deparfinent in connection with the performance of its duties in territory outside of the City, provided, however, that the performance of such outside duties shall not be at any additional cost to the City.

4.5 Notwithstanding the foregoing, it is mutually agreed that in all instances where special supplies, stationery, notices, forms, and the like must be issued in the name ofthe City, the same shall be supplied by the City at its own cost and expense.

INDEMI\IIFICATION

5.1 The parties hereto have executed an Assumption of Liability Agreement approved by the County Board of Supervisors on December 27, 1977, and/or a Joint lndemnity Agreement approved by the County Board of Supervisors on October 8, 1991. Whichever of these documents the City has signed later in time is currently in effect and hereby made a part of and incorporated into this Agreement as if set out in full herein.
7

Page 794 of 811 ends

6.0 5.2 The parties hereto have also executed a County-Cfu Special Indernnity Agreement approved by the County Board of Supervisors on August 25,2009. This document is made a part of and incorporated into this Agreement as if set out in full herein.

5.3 In the event the County Board of Supervisors later approves a revised Joint Indemnity Agreement and the City executes the revised agreement, the subsequent agreement as of its effective date shall supersede the agreement previously in effect between the parties hereto.

5.4 Notwithstanding anything to the contrary contained in the Agreement, the indemnification term under this section shall be in effect for a period of nine (9) months, through and including March 31,2025, with an automatic six-month (6) renewal thereafter, through and including September 30, 2025 ("lndemnification Extension"), unless: (a) this section is amended at any time prior to September 30, 2025; or O) the entire Agreement is terminated earlier, pursuant to Section 7.0 of this Agreement. If the parties continue to perform under the Agreement after the expiration of the Indemnification Extension without any amendment to this section in accordance with Section 11.0, then the indemnification term under this section will be automatically renewed and incorporated herein for the entire duration of this Agreement.

TERM OF AGREEMENT

6.1 The term of this Agreement shall be from July l, 2024 through June 30, 2029, unless sooner terminated or extended as provided for herein.

6.2 At the option of the County Board of Supervisors and with the consent of the City Council, this Agreement may be renewed or extended for successive periods not to exceed five (5) years each.

6.3 Nine (9) months prior to the expiration of this Agreement, the parties shall meet and confer in good faittr to discuss the possible renewal or extension of this Agreement pursuant to Paragraph 6.2 above. The parties shall reach an agreement as to the terms of any renewal or extension period no laterthan six (6) months prior to the expiration ofthis Agreement. Absent mutual agreement by the parties within that time frame, this Agreement shall expire at the conclusion of the then-existing term.
8

Page 795 of 811 ends

7.0 8.0

RIGHT OT TERMINATION
7 .l Either party may terminate this Agreement as of the first day of July of any year upon notice in writing to the other party of not less than one hundred eighty (180) calendar days prior thereto.

7.2 Notwithstanding any provision herein to the contrary, the City may terminate this Agreement upon notice in writing to the County given within sixty (60) calendar days of receipt ofwritten notice from the County of any increase in the rate for any service to be performed hereunder, and in such an event this Agreement shall terminate sixty (60) calendar days from the date of the Crty's notice to the County.

7.3 This Agreement may be terminated at any time, with or without cause, by either party upon written notice given to the otherparty at least one hundred eighty (180) calendar days before the date specified for such termination.

7.4 In the event of a termination, each party shall fully discharge all obligations owed to the other party accruing prior to the date of such termination, ild, except as otherwise provided herein, each party shall be released from all obligations which would otherwise aocrue subsequent to the date of termination. 7 .5 In the case of termination of this Agreement, the Sheriff will provide only such duties as are required by law.

BILLING RATES

8.1 The City shall pay the County for the services and equipment provided under the terms ofthis Agreement at the billing rates set forth on Attachment B, Contract City Law Enforcement Services and Equipment Master Rate Sheet, of this Agreement, as established by the County Auditor-Controller.

8.2 The billing rates set forth on Attachment B, Contract City Law Enforcement Services and Equipment Master Rate Sheet, of this Agreement shall be readjusted by the County Auditor-Controller annually effective July I of each year, published by the County, and attached hereto as an Amendment to this Agreement, to reflect the cost of such service in accordance with the policies and procedures for the determination of such rates as adopted by the County Board of Supervisors.

8.3 The City shall be billed at the current fiscal year's billing rates based on the service level provided within the parameters of Attachment A, Los Angeles County 9

Page 796 of 811 ends

9.0 Sheriff s Department Service Level Authorization (SH-AD 575) Form, of this Agreement.

8.4 The billing rates for other services and equipment requested pursuant to Paragraph

3.7 of this Agreement and not set forth on Attachment B, Contract City Law Enforcement Services and Equipment Master Rate Sheet, of this Agreement shall be determined by the County Auditor-Controller in accordance with the policies and procedures established by the County Board of Supervisors and then set forth and published on a revised Attachment B, Contract City Law Enforcement Services and Equipment Master Rate Sheet, ofthis Agreement.

PAYMENT PROCEDT]RES

9.1 The County, through the Sheriffs Deparfrnent, shall render to the City, after the close of each calendar month, a summarized invoice which covers all services performed during said month, and the City shall pay the County for all undisputed amounts within sixty (60) calendar days after date of the invoice.

9.2 If such payment is not delivered to the County office which is described on the invoice within sixty (60) calendar days after the date of the invoice, the County is entitled to recover interest thereon. For all disputed amounts, the City shall provide the County with wriuen notice of the dispute including the invoice date, amount, and reasons for dispute within ten (10) calendar days after receipt of the invoice.

The parties shall memorialize the resolution of the dispute in writing. For any disputed amounts, interest shall accrue if payment is not received within sixty (60) calendar days after the dispute resolution is memorialized.

9.3 Interest shall be at the rate of ten percent (1070) per annum or any portion thereof, calculated from the due date ofthe invoice forthe month in which the services were performed, or in the case of disputed amounts, calculated from the date the resolution is mernorialized.

9.4 Nonvithstanding the provisions of California Government Code Section 907, if such payment is not delivered to the County office which is described on said invoice within sixty (60) calendar days after the date of the invoice, or in the case of disputed amounts, from the date the resolution is memorialized, the County may satisfu such indebtedness, including interest thereon, from any funds of the City on 10

Page 797 of 811 ends

deposit with the County without giving further notice to the City of the County's intention to do so.
1O.O NOTICES

10.1 Unless otherwise specified herein, all notices or demands required or permitted to be given or made under this Agreement shall be in writing and shall be hand delivered with signed receipt or mailed by first class registered or certified mail, postage prepaid addressed to the parties at the following addresses and to the attention of the person named. Addresses and persons to be notified may be changed by either parly by giving ten (10) calendar days prior written notice thereof to the other party.

10.2 Notices to the County shall be addressed as follows:

Los Angeles County Sheriffs Department
Contract Law Enforcement Bureau
Attn: Unit Commander
2l I W. Temple Street. 7n Floor
Los Angeles, California 9A012
Phone #:21,3-229-l&7

10.3 Notices to the City of Cudahy shall be addressed as follows:

City of Cudahy
Attn: City Manager
5220 Santa Ana Street
Cudahy, California 9020 I
Phone #: (323) 773-5143

11.0 AMENDMENTS

11.1 Except for changes pursuant to Paragraphs 8.2 and 8.4 of this Agreement, all changes, modifications, or amendments to this Agreement must be in the form of a written Amendment duly executed by the County Board of Supervisors and an authorized representative of the City.

11.2 Notrvithstanding Paragraph ll.l above, the Sheriff or his designee is hereby authorized to execute, on behalf of the County, ffiy Amendments and/or supplemental agreements referenced in Sections 3.0,4.0, and 9.0 ofthis Agreement. ll.3 In accordance with Paragraphs 8.2 and 8.4 of this Agreement, the Sheriffor his 1l

Page 798 of 811 ends

designee is hereby authorized to publish, on behalf of the County, the annual revised Attachment B, Contract City Law Enforcement Services and Equipment Master Rate Sheet, of this Agreement. The revised Attachment B, Contract City Law Enforcement Services and Equipment Master Rate Sheet, of this Agreement shall serve as an Amendment to this Agreement, but shall not require the signature of either party.

I2.O AUTHORIZATIONWARRANTY
l2.l The City represents and warrants that the person executing this Agreement for the City is an authorized agent who has actual authority to bind the City to each and every term, condition, and obligation of this Agreement and that all requirements of the City have been fulfilled to provide such actual authority.

12.2 The County represents and warrants that the person executing this Agreement for the County is an authorized agent who has actual authority to bind the County to each and every term, condition, and obligation of this Agreement and that all requirements ofthe County have been fulfilled to provide such actual authority.

13.0 ENTIRE AGREEMENT
This Agreement, including Attachment A, Attachment B, and Attachment C, and any Amendments hereto constitute the complete and exclusive statement of understanding of the parties which supersedes all previous agreements, written or oral, and all communications between the parties relating to the subject matter of this Agreement. No change to this Agreement shall be valid unless prepared pursuant to Section 11.0, Amendments, of this Agreernent.
t2

Page 799 of 811 ends

MT]NICIPAL LAW ENFORCEMENT SERVICES AGREEMENT

BY AND BETWEEN

COIINTY OF LOS ANGELES

AND CITY OF CUDAHY
IN WITNESS WHEREOF, the County of L,os Angeles, by order of its Board of Supervisors, has caused this Agreement to be executed by the Sheriff of Los Angeles County, and the City has caused this Agreement to be executed by its duly authorized representative, on the dates written below.

COUNTY OF LOS ANGELES
By K
J
6w
ROBERT G. LIJNA
Sheriff
lO ' I O'zLl
ATTEST:

APPROVED AS TO FORM:

DAWYNR. HARRISON
Corrntv Counsel

APPROVAL ON FILE
Principal Deputy County Counsel

CITY OF CUDAHY
JOSE R.

Mayor
APPROVED AS TO FORM:

CITY ATTORNEY
Date
Date
By
By
City
By
13 By
Arechiga

Page 800 of 811 ends

CllY: Cudahy

LOS ANGELES COUNTY SHERIFF'S DEPARTMENT

CONTRACT LAW ENFORCEMENT SERVICES
SERVICE LEVEL AUTHORIZATION (SH-AD 575)
ASCAL YEAR: 2024-2025 EFFECTIVE DA TE:

Attachment A
7/1/2024
RANK RELIH F.\CTO'< S!RVICE NE'/\' PREY 0<,G ANNUA.l RAIT ESTIMl<ITO TOTAL LI.\SILITY TOTAL ANNUAi CC!IT ANNUAL HOURS ANNUAL HOU� ANNUAl MINUTD PE�O'INEL CODE ANNUAc ca.T U 5 • '11/L•i,BILITY PERSER\llCE UNIT SCHEDULED SCHEOU,ED REQUIRED D[PUIYSHEJlff S£11VICl UllfT
e1111v Shen ff. ilO •10.r UM 306 LOO l.00 0.1)0 s 361\,924.00 $ lb!l.924.00 $ 46.11S.5 $ puty Shenft, 56 Hoir Un•I 30? 7.00 7.00 0,00 s 516,"9 s 3,61S,4Sl.00 s <IS],431.3 s D£PUfYSHEJlfF SERYICl UNITIIIONUSI
GROW'IM DEPUTY UMl

GRANT DEPUIY UNIT
� r.ire Spen al Ar.e.1cnnu•• Dep,� v 312 LOO too 0.00 $ 23 .680.� S HJ.680.ool $ 29,2]0.0� S SUPPI.EIIIIENTAL "°'m�
Estlmatl'd Co�t for Scfvlcl' Unhs $ 4,218,055.00 1 ot.:,l liabitlty ( L2. 5%) $ The lenns of 1M Service Level Al!lhorlzallai (SH-ADS1S} will �main In effect until a subsequent SH·A0515 is signedandreaived by IASD.

Notwilhslandlng, annud roles shall be revised an1NJally per Seet/oru 8.1 and 11.3 cf the MLESA LASO Approval By:

Chris Kusayanagi E-Signed By Ovis Kusayanagi 7/22/2024 8:08:23 AM UNI! COMMANDER NAME SIGNAll.Ml 0AU
City Approval By:
"I ct�tify thal I Jill JUth01iwd to makt- lhi> commitment 011 behalf or thr, Oty." Alfonso Noyola E-Signed By Alfonso Noyola 7/18/2024 2:56:05 PM OTY 0FFI0AL NAM� SIGNAll.ME 0ATE
4]5,039 SO 2,086 2,081, 125,160 ],JI,(,
4,067 ,311,1, i8 2-.920 20,4'10 '1,226,400 J'IA?4
262.890.ool l.789 1.789 107,340 1.00
527.256.88 Estimated Subtot.:,I· $ �. /4!>,311.88
l'ublic Safety lquipment ost (Sec page 3) S
Estimated Total Annual Cost $ 4, 74S 311.88
Report Prepared By:

Jason R Lee
SERGlANI
Processed 31 a.EB By:

E-Signed By Jason Lee
SERGfANT
6/27/2024
0AIE
7/30/2024 6:37:47 AM
OArE
Cudahy rv 202'1-202S
Gen rated 8/8/2024 9:21 33 AM

Page 801 of 811 ends

LOS ANGELES COUNTY SHERIFF'S DEPARTMENT

CONTRACT LAW ENFORCEMENT SERVICES
SERVICE LEVEL AUTHORIZATION (SH-AD 575)

DEPLOYMENT OF PERSONNEL
Attachment A
CITY: Cudahy FISCAL YEAR: 2024-2025 EFFECTIVE DA TE: 7/1/2024

TOTAL GENERAL LAW TRAHIC LAW TOTAL MOTOR HAM SCRVIU UNIT UNITS SAO DB UNITS PURCHASED EM AM PM lM AM PM UlP LfAOER ASSIGNED
PUTYSHERIFF SERVla UNIT
Deputy Sheriff, 40-Hour Umtl 1.00 I I 1.00 I I 1.00
Deputy Sheriff, 56-¼iour Unitl 7.00 I 1.00 2.00 2.00 I 1.00 1.00 I I 7.0D GRANT D£PU1Y UNIT
Gran: Special A�s1gnment Deputy! 1.00 I I I 1.00 I 1.00 Routine OtV Helkopter Agreement YES□ NO@
License Detail - Business & Renewal Applicat ons vesO NO@ license Detail - Acts on Viola ons Observed wrthin the City YES□ NO@ Other Supplemental Services -:::rL@) '"'�
NOTE: License Detail is billed on an hourly basis and billed monthly as service is provided.

Hours O O O 22,526 1,789
Minutes O O O 1,351,560 107�
Personnel._ __ 0_OOO .___ .__ __ 0_.OOO ___ .__ __ 0_.0;__OO __ _.__ __ O_.OOOc..;...;:.. __ .__ __ 1_.2_95_0 __ ...._ __ 1_.000 __ _ Agreement
City Official: ------- 7/18/2024 --
Unit Commander: 7/22/2024
Cudahy FV 2024-2025

Page 802 of 811 ends

tOS ANGELES CO UNTY SHERIFF'S DEPARTMENT

CONTRACT LAW ENFORCEMENT SERVICES
SERVICE LEVEL AUTHORTZATTON (SH-AD 575)

PUBLIC SAFETY EQUIPMENT
CITY: Cudahy FISCAL YEAR:

Attachment A
2024-2025

SERVICE CODE RATE TOTAL COST
Public Safety Equipment
r RATE TOTAL COST
Equipment
ALPR With lnstall SERVICE CODE # RATE TOTAL COST
Total Public Safety Equipment Cost: $ 0.00
Cudahy FY 2024-2025
jquipment #
VIDC Tvpe

Page 803 of 811 ends

Attachment B
Fiscal Year: 2024-2025

CONTRACT LAW ENFORCEMENT SERVICES AND EQUIPMENT

MASTER RATE SHEET
Rate: 12.5o/o
Sheriff Service Unit Rates
Sherifl Non-Relief 335,385.00 310
Deputy Sheriff, 40-Hour Unit ls 368,924.00 306
Deputy Sheriff, 56-Hour Unit ls 516,493.00 307
Deputy Sheriff, 70-Hour Unit ls 545,616.00 308
Special Assignment Deputy, Non-Relief ls 335,385.00 278 Catalina Deputy, Non-Relief ls 334,861.00 324
Rank / Relief Factor Annual Rate Service Code
Sheriff Service Unit
Sheriff, Bonus l, Non-Relief
Rates
361,026.00 30s
Deputy Sherifl Bonus l, 40-Hour Unit ls 397,128.00 301
Deputy Sherifl Bonus l, 56-Hour Unit ls 555,980.00 302
Deputy Sherifl Bonus l, 70-Hour Unit ls 694,975.00 303
Rank / Relief Factor Annual Rate Service Code
Growth Unit Rates
Growth Non-Relief 204
Growth Deputy Generalist, Non-Relief ls 233,680.00 33s
Growth Deputy Generalist, 40-Hour Unit ls 272,47L.00 573 Growth Deputy Generalist, 56-Hour Unit IS 381,366.00 582 Growth Deputy Generalist, 70-Hour Unit ls 476,707.04 s83 Growth Motor Deputy, Non-Relief ls 252,024.00 424
Growth Deputy Bonus !, Non-Relief ls 254,404.00 336
Rank I Relief Factor Annual Rate Service Code
Unit Rates
3L2
Grant
Grant ment
Grant Motor Deputy, Non-Relief S 252,024.00 422
Grant Deputy Generalist, Non-Relief S 233,680.00 386
Grant Deputy Bonus l, Non-Relief S 254,004.00 384
Rank / Relief Factor Annual Rate Service Code
Positions Rates
Non-Relief S 457,914.00 32L
Lieutena nt, Non-Relief S 364,606.00 342
Sergeant, Patrol, Non-Relief S 389,902.00 631
Sergeant, Su pplemental, Non-Relief S 307,637.00 353
M otor Sergeant, Non-Relief S 324,341.00 348
Motor Deputy, Non-Relief S 335,385.00 30sA
Watch Deputy, Non-Relief S 249,796.40 354
Community Services Assistant (w/ veh), Non-Relief S 84,226.00 325 Community Services Assistant (w/out veh), Non-Relief S 90,327.00 327 Crime Analyst, Non-Relief S t66,637.O0 329
Custody Assistant, Non-Relief S t36,462.00 331
Forensic lD Specialist ll, Non-Relief S 206,497.0O 3s6
lnformation Systems Analyst l, Non-Relief s 181,206.00 332 lntermediate Clerk, Non-Relief S 89,517.00 338
Law Enforcement Technician (w/ veh), Non-Relief S 123,400.00 340 Law Enforcement Technician (w/out veh), Non-Relief S t22,440.00 339 Operations Assistant l, Non-Relief S 118,285.00 343
Operations Assistant ll, Non-Relief S L46,942.00 344
Operations Assistant Ill, Non-Relief S 168,289.00 345
Secretary V, Non-Relief s 128,003.00 346
Secu rity Assista nt, Non-Relief s 67,750.00 362
Secu rity Officer, Non-Rel ief S 105,091.00 347
Rank / Relief Factor Annual Rate Service Code
S

Page 804 of 811 ends

Senior lnformation Systems Analyst, Non-Relief S 237,072.00 334 Station Clerk ll, Non-Relief S 111,495.00 351
Skynight Observer, Non-Relief s 361,026.00 349
Supervising Station Clerk, Non-Relief s 734,799.00 352
Equipment Rates
S 67L
Public Safety Equipment Annual Rate Service Code
MDC New Purchase, Data & Maintenance - FZ-40
MDC Rates
S 9,839.00 198
MDC New Purchase, Data & Maintenance - GETAC V110 S 9,805.00 164 MDC Data & Maintenance Only S 1,780.00 595
Equipment Annual Rate Service Code
ALPR With lnstall Rates
ALPR New lnstall 1st Year 680
ALPR System 2nd Year IS 5,000.00 680A
ALPR System 3rd Year ls 5,000.00 6808
ALPR System 4th Year ls 5,000.00 680C
ALPR System 5th Year ls 5,000.00 680D
Equipment Annual Rate
Annual revised rates shal! be readiusted annually per Sections 8.2 and 11.3 of the MLESA.

Supplemental K9 Services (Santa Clarita) 5,000.00
Service Code
IS 5,000.00

Page 805 of 811 ends

Attachment C

PUBLIC SAFETY EQTIIPMENT USE REQUIREMENTS

1.0 TRANSFER OF PUBLIC SAFETY EQUIPMENT
The County, through the SherifPs Deparfrnent hereby transfers the public safety equipment set forth on Attachment A, Los Angeles County Sheriffs Department Service Level Authorization (SH-AD 575) Form, of this Agreement ("Equipment") for the exclusive use of the Crty during the term of the Agreement.

The City shall exercise due care for the safekeeping of the Equipment during the term ofthe Agreement.

1.1 2.0 usE oF EQUIPMENT

2.1 The City may use the Equipme,nt for any lawful putpose, including use in connection with public safety activities in all areas under the City's jurisdiction.

The City shall not use or operate the Equipment in violation of any federal, state, or local law, rule, regulation, or ordinance.

The Equipment shall not be used or operated as follows:

2.3.1 [n a manner subjecting the Equipment to depreciation above the normal depreciation associated with public safety use; and/or

2.3.2 For an illegat purpose or by a person under the influence of alcohol or narcotics.

3.0 SAFEKEEPING ANI} IVTAINTENANCE

2.2 2.3

3.1 3.2

3.3 The City shall ensure that the Equipment is kept in good working order and condition, shall ensure that the Equipment is scheduled and available to County for the performance of its regularly scheduled maintenance by the County, and shall comply in every respect with any manufactureros/owner's manual that comes with the Equipment.

The County shall perform all maintenance and repairs required for the proper operation of the Equipment. Except as otherwise set forth herein, such maintenance and repairs are provided in exchange for the Crty's payment of the annual billing rates set forth on Attachment B, Contact City Law Enforcement Services and Equipment Master Rate Sheet, of the Agreement. The City has the right to inspect said Equipment prior to acceptance of the Equipment following maintenance and repairs by the County.

Maintenance and repairs provided by the County under the Agreement may be I

3.4

Page 806 of 811 ends

performed by the County, its third parly vendors, and/or the manufacturer of the Equipment.

The County shall assume responsibilrty for ensuring that the Equipment has been inspected or otherwise tested in accordance with the laws of the State of California and the United States priorto use by the City.

The City shall inspect the Equipment upon initial delivery and return from County following maintenance and repalr, ffid, by acceptance thereof, finds the Equipment in good working order and condition.

The Equipment shall be maintained and repaired solely by the County. The City and any of its third party vendors are prohibited from performing any maintenance and repairs on the Equipmenl
All regularly scheduled maintenance shall be performed by the County, and the City shall timely present the Equipment to the County for the performance of regularly scheduled maintenance at the direction of, and in accordance with the policies and procedures of, the Sheriffs Departmenfs Communications and Fleet Management Bureau. The SherifPs Department shall make every effort to perform any maintenance in a timely manner.

Any Equipment requiring maintenance and repair by the County for any extended length of time, as determined by the Sheriffs Departrnent's Communications and Fleet Management Bureau, will make best efforts to provide a temporary replacement piece of Equipment if such extended time exceeds or is projected to exceed sixty (60) calendar days. All terms and conditions set forth herein shall apply to the City's use of any temporary replacement Equipment provided by the County. The County shall not be responsible for any damages or liability resulting from the CrB's loss of use of the Equipment during the performance of maintenance and repair services by the County.

4.0 INSPECTION BY COT}NTY

4.1 The County shall have the right to inspect the Equipment, immediately upon request by the County, at any time during the term of the Agreement. The City shall provide the County with such operating, and other information, or copies of any such records maintained by the City with respect to the Equipment, as the County or any government agency may require from time to time.

5.0 TITLES

3.5 3.6

3.7 3.8

3.9 5.1 The County shall retain ownership of the Equipment used by the City during the term of the Agreement. Legal title to the Equipment is, and shall, at all times, remain in the name of the County. The Equipment shall not be transferred or delivered by the City to any persons other than the County without the County's prior written consent.
2

Page 807 of 811 ends

6.0 INDEMNIFICATION

6.1 The City agrees to indemniff, defend, and hold harmless the County from any and all liability, losses, or damages the County may suffer and from any claims, demands, costs, or judgments against the County arising out of City's use or operation of the Equipment. This indemnification does not extend to (l) any liability resulting from inherent defects or malfunctions in such Equipment related to manufacturer's acts or omissions, or (2) negligent or wrongful maintenance or repair of the Equipment provided by the County.

7. RISK OF LOSS

7.1 The City shall assume all risk of loss to the Equipment from the time it is delivered by the County to the City, and inspected and accepted by the City, until (l) the Equipment is returned to the County upon expiration or termination of the Agreement, or (2) the County regains temporary possession of the Equipment for purposes ofproviding maintenance and repair.

7.2 Upon inspection/acceptance of the Equipmen! the City shall be responsible for any and all damage to the Equipmento except those damages resulting from (l) inherent defects or malfunctions in such Equipment related to manufacturer's acts or omissions, or (2) the negligent or wrongful maintenance or repair of the Equipment provided by the County.

7.3 ln the event of damage to the Equipment or the Equipment is in need of repair, the City shall notiff the County to that effect and follow such instructions that the County may provide with respect to repair or disposal of the Equipment. If the Equipment is lost, stolen, destroyed, or declared to be a total constructive loss (subject to the County's agreement as to such condition), the City shall properly notifr the County thereof and hold any Equipment for disposal by the County.

With respect to any loss, theft, or destruction of the Equipment, the County and the City shall negotiate the value for comparable equipment in a condition similar to the lost, stolen, or destroyed Equipment immediately prior to any such loss.

The City shall reimburse the County for the value of the lost, stolen, or destroyed Equipment.

8.0 BILLING RATES

8.1 As further discussed in Section 8.0, Billing Rates, of the Agreement the City shall pay the County for the use of the Equipment provided under the Agreement at the annual billing rates set forth on Attachment B, Contract City Law Enforcement Services and Equipment Master Rate Shet, of the Agreement, as established by the County Auditor-Controller.
3

Page 808 of 811 ends

“Serving The People” "Sirviendo A La Comunidad"
Staff Report
06/16/2026 Page 1 of 3

STAFF REPORT
Date: June 16, 2026
To: Honorable Mayor Dr. Cynthia Gonzalez and City Council Members From: Christopher Lopez, City Manager
Samuel Holmberg, Deputy City Attorney
Subject: Discussion and Direction Regarding City-Sponsored Parcel or Vacant Parcel Tax

RECOMMENDATION
The City Council of the City of Cudahy (“City”) is requested to provide feedback and direction regarding a city-sponsored parcel or vacant parcel tax for the November 2026 general election.

BACKGROUND
In response to Councilmember requests for consideration of a parcel tax or vacant parcel tax, staff has prepared an overview of policy considerations,seeks feedback and direction from City Council regarding a parcel tax or vacant parcel tax. If directed by City Council, materials would be presented at a later meeting for formal City Council approval to place a parcel tax or vacant parcel tax measure on the November 3, 2026 general election ballot. A parcel or vacancy tax would be a separate and distinct tax from the transaction and use (sales) tax extension measure discussed at the June 1, 2026 special City Council meeting.

DISCUSSION OF PARCEL TAXES
Under Proposition 218, local governments can only impose ad valorem or special taxes on real property. In California, Proposition 13 governs ad valorem property taxes, which are based on a property's assessed value. Proposition 13 applies strict rules that limit property tax rates to 1% of assessed value, cap annual assessment increases at 2%, and require new properties to be assessed at market value when sold, among others.

However, under Proposition 218, cities can impose a parcel tax on real property at a flat rate, or at a variable rate based on characteristics of the parcel other than assessed value, such as parcel’s size, use, or physical attributes. Since parcel taxes are taxes on property, but not ad valorem taxes, Proposition 218 requires them to be classified as special taxes.

Item Number
14G

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A vacant parcel tax is a specific type of parcel tax that applies to specific parcels classified as vacant or undeveloped. Cities can enact vacant parcel taxes on commercial property, residential property, or both.

Special taxes must be imposed for specific purposes, may be approved at a general or special election, and require two-thirds-voter approval unless passed by voter initiative. In contrast, general taxes generate revenues for any governmental purpose, must be approved at a regularly scheduled general election, and require approval by a simple majority of voters.

A city may propose the placement of a special tax on the ballot by ordinance or resolution, following a duly noticed public hearing. The ordinance or resolution must specify the type of tax, the rate, the collection method, the election date, and the purpose or service for which the special tax is sought. The city council then must adopt the ordinance or resolution by majority vote to submit the special tax to voters for approval.

KEY DEADLINES AND RELATED COSTS
The deadline to place a City-sponsored ballot measure on the November 3, 2026 general election ballot is August 7, 2026, pursuant to Elections Code Section 10403. Although the City may call a special election rather than placing a special tax measure on the general election ballot, staff seeks feedback on the placement of a measure on the November 2026 general election ballot, as the City would incur significant expenses to call a special election.

To place a parcel tax or vacant parcel tax on the November 3, 2026, general election ballot, the City must complete the following prior to August 7, 2026:

1. Hold a public hearing and provide the community with notice

2. Finalize the ballot measure language

3. Pass an ordinance or resolution placing the tax on the ballot However, before moving forward, the City Council must make several decisions regarding the tax. These include, but are not limited to:

1. Whether the City Council wishes to proceed with a parcel tax or vacant parcel tax

2. If proceeding with a parcel tax:
a. Flat or variable rate
b. If variable, the characteristics (size, use, etc)

3. If proceeding with a vacant parcel tax:
a. Whether the tax applies to vacant residential parcels, vacant commercial parcels, or both
b. What criteria define what qualifies as vacant
c. How many vacant or undeveloped parcels match the criteria established above d. The per-parcel tax rate

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1. How the City will collect the tax and enforce compliance

2. The intended use of revenue generated from the tax

3. Possible exemptions
Additionally, developing and implementing a vacant parcel tax ordinance or resolution will require significant City resources. The City Attorney’s Office will need to draft the ordinance or resolution, ensure compliance with all applicable laws, and advise the City throughout the process. City staff will need to conduct a fiscal analysis, identify taxable parcels, develop collection procedures, and create enforcement mechanisms. The City will also incur costs associated with the public hearing process and holding the election.

The City Council may also want to consider the likelihood of measure obtaining supermajority (2/3) voter approval and the potential interplay with the City’s transaction and use (sales) tax extension measure discussed at the June 1, 2026 special meeting.

CONCLUSIONS AND RECOMMENDATION
Staff recommends that the City Council discuss and provide direction on whether to proceed with placing a parcel tax or vacant parcel tax on the November 3, 2026 general election ballot.

If City Council wishes to proceed, staff recommends that City Council provide direction as to the specific type of special tax it wishes to place on the ballot and other policy issues necessary to develop materials for future City Council approval.

FINANCIAL IMPACT
The cost of placing a ballot measure on the ballot for November 3, 2026, is approximately $48,318.78, funded through the general fund. This estimate is based on the Los Angeles County Registrar-Recorder/County Clerk election estimating calculator.

ATTACHMENTS
None

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Cudahy City CouncilJune 16, 2026

Cudahy City Council
June 16, 2026