West & Associates Engineering Inc..
City of La Quinta
Proposal for:
Washington Street Sidewalk
Improvements and Avenue 50
Sidewalk Improvements
Projects No. 2023-03 and 2024-01
February 11, 2025
Submitted by:
West & Associates Engineering, Inc.
West & Associates Engineering, Inc. 78 Anacapa Court, Foothill Ranch, CA 92610 949.716.7670 | 714.728.8082 philw@westaeng.com
February 11, 2025
Carley Escarrega
City of La Quinta - Public Works Department
78-495 Calle Tampico
La Quinta, CA 92253
Subject: Proposal for Professional Design and Engineering Services for Washington Street Sidewalk
Improvements and Avenue 50 Sidewalk Improvements
Dear Carley,
West & Associates is pleased to submit our Proposal for Washington Street Sidewalk Improvements
and Avenue 50 Sidewalk Improvements for the City of La Quinta (City). We are a small firm with
extensive streetscape experience which includes both street and sidewalk rehabilitation and
improvement projects. A portion of these projects have been very similar to this particular project. For
example, we have recently provided similar services to the City of Sierra Madre for concrete sidewalk
extensions and an architectural/structural wall and to the City of Alhambra for concrete curb ramp
replacements, sidewalk replacements, and utility adjustments. These projects are listed in Section 2 of
this Proposal.
We performed a Site Analysis which is included in Section 4 of this Proposal. We understand that this
project consists of multiple design elements, including new sidewalk, retaining wall(s), an ADA
compliant curb ramp, and modifications to the existing landscape and irrigation.
We are also aware that the City just completed street rehabilitation and re-striping of a class II bicycle
lane along Washington Street. We’ve reviewed the pictures and as-builts provided in the RFP to further
understand the deterioration of the retaining wall along Washington St and the project area.
Finally, we have reviewed the RFP and have no objections to the terms or conditions of the RFP or to
the City's agreement for professional services. All West & Associates staff and sub-consultants are free
of any conflict of interest with the City. We have provided a detailed schedule to submit the Final
Contract Documents (Bid-Ready Documents) within five (5) months of the project start date (July 2025).
This proposal is valid for a period of no less than one-hundred & eighty (180) calendar days from this
submittal. We also acknowledge Amendment No. 1 (Q&A).
Thank you for this project opportunity. Please contact me if you have any questions.
Sincerely,
Phillip West, P.E., QSD/QSP
Principal/President
West & Associates Engineering, Inc.
Office: (949) 716-7670 Cell: (714) 728-8082
philw@westaeng.com
TABLE OF CONTENTS
Proposal for: City of La Quinta – Washington Street and Avenue 50 Sidewalk Improvements
CONTENTS
COVER LETTER
o TABLE OF CONTENTS
o RECEIPT OF AMENDMENT NO. 1 (Q&A).
SECTIONS:
1. BACKGROUND, QUALIFICATIONS, AND EXPERIENCE
2. REFERENCES
3. KEY PERSONNEL
a. SUBCONSULTANTS
4. PROJECT UNDERSTANDING AND APPROACH
5. SCOPE OF SERVICES
6. PROJECT SCHEDULE
7. DISCLOSURES
8. APPENDIX
a. RESUMES
b. ACKNOWLEDGMENT OF INSURANCE REQUIREMENTS
c. NON-COLLUSION AFFIDAVIT
d. ACKNOWLEDGMENT OF ADDENDA
9. COST PROPOSAL (PROVIDED SEPARATELY)
SECTION 1: BACKROUND, QUALIFICATIONS, AND EXPERIENCE
Proposal for: City of La Quinta – Washington Street and Avenue 50 Sidewalk Improvements
Section 1 - Page 1 of 3
Company Background
West & Associates Engineering, Inc. was started in 2015 by Mr. Phillip West. We provide consulting
services to clients throughout the state of California for a broad range of services, including planning,
design, and construction management. In particular, we specialize in the following types of work:
GENERAL CIVIL / ROADWAYS
Streets & Streetscapes, Grading, Parks,
Parking Lots, etc.
FACILITIES
Wells, Pumping Stations, Lift Stations, Valve Vaults,
Tanks, Reservoirs, Structures
PIPELINES
Water Mains, Sewers, Storm Drains, Etc.
QSD/QSP SERVICES
Including preparation and inspection of
SWPPPs, WQMPS, etc.
Nearly all of the past experience by the West project team members has been with public agencies. As
such, our focus is on public clients. Mr. West and the project team members have experience with over
sixty-five (65) public agencies throughout Southern California. A good portion of these clients are repeat
clients that the team members have worked with over the years on more than one project. The following
are clients that Mr. West and the project team members have worked with:
Services Listed Include ALL
Major Phases of Work:
- Planning
- Design
- Construct. Management
Other Notable Services:
- Plan Check
- Staffing Augmentation
- Specialty Studies
SECTION 1: BACKROUND, QUALIFICATIONS, AND EXPERIENCE
Proposal for: City of La Quinta – Washington Street and Avenue 50 Sidewalk Improvements
Section 1 - Page 2 of 3
Cities (51), including: Alhambra, Anaheim, Arcadia, Azusa, Baldwin Park, Banning, Beverly Hills,
Bellflower, Blythe, Calexico, Chino, Chino Hills, Covina, Commerce, Culver City, Cypress, Glendale,
Glendora, Hawaiian Gardens, Huntington Park, Imperial, Inglewood, Irwindale, Irvine, Laguna
Niguel, La Habra, La Palma, Lomita, Lynwood, Manhattan Beach, Moreno Valley, Norwalk, Pico
Rivera, Pomona, Rancho Santa Margarita, Ranchos Palos Verdes, Rialto, Riverside, San Dimas, San
Fernando, San Juan Capistrano, Santa Monica, Shafter, Sierra Madre, Simi Valley, South El Monte,
South Pasadena, Thousand Oaks, Torrance, Ukiah, Whittier
Water Agencies (15), including: Azusa Light & Water, Crescenta Valley Water District, East Orange
County Water District, Foothill Municipal Water District, Golden State Water Company, Irvine Ranch
Water District, Kinneloa Irrigation District, Lake Arrowhead Community Services Department,
Lincoln Avenue Water Company, Long Beach Water Department, Mesa Water District, San Gabriel
Valley Municipal Water District, Santa Ana River Water Company, South Coast Water District, Valley
Water Company
County Agencies (2) including: Los Angeles, San Bernardino
As evident by our clients shown above, our Project Team members have served clients all over California,
regardless of the distance. Our goal as a firm is to provide high-quality services for all clients, regardless
of distance, at a competitive rate, and to go the extra mile to ensure that not only the contractual services
are met, but that all clients are satisfied and well-taken care of.
Office Location and Contact Information
We are a small California “S” Corporation. Our office is located in Foothill Ranch (Lake Forest) in Orange
County, California. Mr. Phillip West acts as the Principal/President of the firm.
www.westaeng.com
- Started in 2015
- California “S” Corporation (Fed I.D. No. 81-5259524)
- Contact: Phillip West, P.E., QSD/QSP
- Office: (949) 716-7670
- Cell: (714) 728-8082
-philw@westaeng.com
SECTION 1: BACKROUND, QUALIFICATIONS, AND EXPERIENCE
Proposal for: City of La Quinta – Washington Street and Avenue 50 Sidewalk Improvements
Section 1 - Page 3 of 3
General Company Information:
The following table provides general information about our company:
No.Description Company Data
1 Official name and address
West & Associates Engineering, Inc.
78 Anacapa Court
Foothill Ranch, CA 92610
2 Proposer’s primary point of contact
Phillip West
(949) 716-7670
philw@westaeng.com
3 Type of entity S-Corporation
4 Corporation Numbers Fed No. 81-5259524
CA No. C3986570
5 Totally or partially owned by another business
organization or individual?No. Privately owned and operated.
6 Number of years Proposer has been in business
under the present business name 8 years
7 Number of years of experience the Proposer has
provided equivalent or related services 18 years
8 Failures or refusals to complete a contract?No
9 Individuals/Firms who own an interest of 10% or
greater in the firm Mr. Phillip West, P.E.
10 Number of Employees
(Including Part-Time Support Staff)7
11 Financial interests in other lines of business?No
12 Claims for Money or Damages History None
13 Litigation/Adverse Judgement History None
14 Termination of Contract “For Cause” History None
15 Disciplinary Actions by Professional/Governing Bodies None
SECTION 2: REFERENCES
Proposal for: City of La Quinta – Washington Street and Avenue 50 Sidewalk Improvements
Section 2 - Page 1 of 5
Related Project Examples
The following experience is for the West Project Team and past (individual) experience for Mr. West. A
list of references who are most familiar with our work is provided later in this Section.
CITY OF SIERRA MADRE
232 W. Sierra Madre Blvd. Sierra Madre CA 91024
Chris Cimino, Director of Public Works 626-355-7135
ccimino@cityofsierramadre.com
West & Associates was recently involved with the City of Sierra Madre on the following project(s):
1.FY 2019-20, 2020-21, AND 2022-23 STREET REHABILITATION PROJECTS
Recently provided engineering services for the City’s FY 2019-20, 2020-21, and 2022-23 Street
Rehabilitation Projects, as well as Construction management for the City’s FY 2021-22 Street
Rehabilitation Project. The projects involved pavement removal and replacement, grind and overlay,
slurry seal, removal of trees, curb and gutter replacement, sidewalk replacement, sidewalk repair,
driveway replacement, curb ramp replacement, restoration of pavement striping, and manhole
adjustment on several streets throughout the City.
2.SIERRA MADRE BLVD IMPROVEMENT PROJECT (SIDEWALK EXTENSION PROJECT)
Recently provided engineering services for the City’s Sierra Madre Blvd Improvement Project
(Sidewalk Extension Project). The project involved the design of approximately 1,250 LF of water main
replacement, concrete sidewalk extensions, new curb ramps/bulbouts, various street improvements,
pavement striping/markings, architectural/structural wall, soil compaction testing for the water main,
the design and inspection of three (3) curb ramps and eleven (11) foundations for removable bollards
along Sierra Madre Blvd.
CITY OF ALHAMBRA
900 New Avenue, Alhambra, CA 91801
Tadeh Asiun or Robert Bias (626) 570-5062
tasiun@cityofalhambra.org rbias@cityofalhambra.org
West & Associates was recently/is currently involved with the City of Alhambra on the following project(s):
1. 2024 CDBG ADA RAMPS PROJECT
Recently provided engineering services for the City’s 2024 CDBG ADA Ramps Project. The project
involves concrete curb ramp replacements, curb, gutter, & spandrel replacements, sidewalk
SECTION 2: REFERENCES
Proposal for: City of La Quinta – Washington Street and Avenue 50 Sidewalk Improvements
Section 2 - Page 2 of 5
replacements, and some utility adjustments to grade to accommodate the ramps grade
adjustments.
2. FY 2020-21, FY 2021-22, FY 2022-23, AND FY 2024-25 STREET REHABILITATION PROJECTS (4 PROJECTS)
Recently provided engineering services for four (4) Street Rehabilitation Projects, FY 2020-21, FY
2021-22, FY 2022-23, and FY 2024-25. The projects involved pavement removal and replacement,
grind and overlay, slurry seal, removal of trees, curb and gutter replacement, sidewalk replacement,
sidewalk repair, driveway replacement, curb ramp replacement, restoration of pavement striping, and
manhole adjustments.
3. 2022 ALLEY RECONSTRUCTION PLAN
Currently providing engineering services for the City’s 2022 Alley Reconstruction Plan Project. The
project involved full-depth asphalt removal and replacement with concrete alleys at five (5) separate
areas in the City. Currently, the project is in Phase 5/Area E of the overall project.
CITY OF MONTEBELLO
1600 W Beverly Blvd. Montebello, CA 90640
Rita Montalvo, Deputy Director of Public Works (323) 887-1200
rmontalvo@cityofmontebello.com
West & Associates was involved with the City of Montebello in 2021-22 on the following project(s):
1.BEACH STREET PAVEMENT REHABILITATION PROJECT
Recently provided engineering services for the City’s Beach Street Pavement Rehabilitation Project.
The project involves removal and replacement, grind and overlay, slurry seal, removal of trees, curb
and gutter replacement, sidewalk replacement, sidewalk repair, driveway replacement, curb ramp
replacement, restoration of pavement striping, and manhole adjustment on five separate streets in
the City. The total length of the project was 5,000 feet.
CITY OF HUNTINGTON PARK
6550 Miles Avenue, Huntington Park CA 90255
Steve Forster, Director of Public Works (323) 584-6392
sforster@hpca.gov
West & Associates was recently involved with the City of Huntington Park on the following project(s):
SECTION 2: REFERENCES
Proposal for: City of La Quinta – Washington Street and Avenue 50 Sidewalk Improvements
Section 2 - Page 3 of 5
1.ATP CYCLE IV PROJECT
Engineering services for the City’s ATP Cycle IV Project. The services first included Project Approval &
Environmental Design (PA&ED) work in preparation for the PS&E phase. The services also included
PS&E services for the completion of “complete streets” for six (6) streets, with a pedestrian focus,
including bicycle sharrows, curb bulbouts, continental crosswalks, striping modifications, and signage.
Overall, the project included roughly 45,000 feet of streets.
2.ATP CYCLES V AND VI PROJECTS
Engineering services for the City’s ATP Cycles V and VI Projects. The services included Project Approval
& Environmental Design (PA&ED) work in preparation for the solicitation of PS&E. The PA&ED phase
for Cycle V will lay the groundwork for the completion of “complete streets” for three (3) streets, with
a pedestrian focus, including HAWK beacons and “placemaking” islands. Cycle VI includes
replacement of 3,266 feet of deficient sidewalk, replacement of 130 pedestrian curb ramps,
installation of 170 continental crosswalks, installation of ten (10) raised continental crosswalks,
installation of two (2) HAWK beacons, installation of ten (10) RRFBs, and other various pedestrian and
bicyclist safety improvements.
CITY OF SOUTH EL MONTE
1415 Santa Anita Ave. South El Monte, CA 91733
Okan Demirci, Engineer 714-319-6137
okan.demirci@transtech.org
West & Associates is currently involved with the City of South El Monte on the following project(s):
2.ATP CYCLE 5 PROJECT
Engineering services for the construction of pedestrian safety improvements Citywide. The project
involves twenty-three (23) intersections at signalized intersections and uncontrolled crossings near
schools and other major destinations. The intent of the project to construct/install crosswalk striping,
curb ramps, flashing beacons (overhead & RRFB), push buttons, countdown systems, speed radars,
and signage in order to enhance pedestrian safety.
Samples
To demonstrate the quality of our work, we have provided one (1) sample plan sheet from the following:
City of Sierra Madre: Sierra Madre Blvd Improvement Project (PS&E)
City of Alhambra: FY 22-23 SB1 Street Rehabilitation Project (PS&E)
City of Huntington Park: Active Transportation Program (ATP) Cycle 4 Project (PS&E)
SECTION 2: REFERENCES
Proposal for: City of La Quinta – Washington Street and Avenue 50 Sidewalk Improvements
Section 2 - Page 4 of 5
Total Related Experience
The following table provides a listing of all relevant projects for the project team members:
AGENCY PROJECT NAME
City of Alhambra 2022 Alleys Reconstruction – 5 Areas/Phases (A, B, C, D, & E)
City of Alhambra FY 22-23 Street Rehabilitation
City of Alhambra FY 21-22 Street Rehabilitation
City of Alhambra FY 20-21 Street Rehabilitation
City of Azusa Gladstone Elementary Safe Routes to School Survey
City of Baldwin Park Street Condition Assessment
City of Bellflower Palo Verde Ave Rehabilitation
City of Culver City Wash. Blvd. & Wash. Pl. Streetlight Improvements
City of Hawaiian Gardens Fedde Middle School Safe Routes to School
City of Huntington Park ATP Cycle IV Project
City of Huntington Park ATP Cycle V Project
City of Irvine Barranca Parkway Rehabilitation
City of Irvine Culver-Main/Culver-Alton Intersection Improvements
City of Montebello Beach Street Pavement Rehabilitation Project
City of Pomona District 4 Phase 1 Water Main Replacement and Street Rehabilitation
City of Pomona Districts 1, 2, & 5 Water Main Replacement and Street Rehabilitation
City of Pomona District 6 Phase 4 Water Main Replacement and Street Rehabilitation
City Ranchos Palos Verdes Infrastructure Report Card
City of Rancho Santa Margarita Melinda Road Median Extension
City of San Dimas Foothill Blvd. Rehabilitation
City of San Dimas San Dimas Canyon Rehabilitation
City of Sierra Madre FY 22-23 Street Rehabilitation
City of Sierra Madre FY 20-21 Street Rehabilitation
City of Sierra Madre FY 19-20 Street Rehabilitation
City of Sierra Madre City Recreation Center Parking Lot Improvements
City of Simi Valley Lost Canyons Drive Improvements
City of South El Monte ATP Cycle 5 Project
City of San Juan Capistrano Forster Street Improvements
17 DIFFERENT CLIENTS SERVED 28 TOTAL RELATED PROJECTS
SECTION 2: REFERENCES
Proposal for: City of La Quinta – Washington Street and Avenue 50 Sidewalk Improvements
Section 2 - Page 5 of 5
References
The following are key references for this proposal:
CITY OF ALHAMBRA
900 New Avenue, Alhambra, CA 91801
Tadeh Asiun or Robert Bias (626) 570-5062
tasiun@cityofalhambra.org
rbias@cityofalhambra.org
CITY OF SIERRA MADRE
232 W. Sierra Madre Blvd. Sierra Madre CA 91024
Arnulfo Yanez, Director of Public Works (626) 355-7135
ayanez@cityofsierramadre.com
CITY OF CHINO HILLS
14000 City Center Drive, Chino Hills CA 91709
Victor Yanez, P.E., Senior Engineer (909) 364-2755
vyanez@chinohills.org
CITY OF HUNTINGTON PARK
6550 Miles Avenue, Huntington Park CA 90255
Steve Forster, Director of Public Works (323) 584-6320
sforster@hpca.gov
CITY OF RANCHO SANTA MARGARITA
22112 El Paseo, Rancho Santa Margarita CA 92688
Tri Nguyen, Principal Engineer (949) 635-1813
tnguyen@cityofrsm.org
DWY.DWY.
110 100 ALLEY 90
8795115DWY.DWY.DWY.DWY.
DWY.DWY.DWY.DWY.DWY.DWY.
129147161181191193
222 MEMORIAL PARK 170 160/154 148 142 120
10+00
11+00 12+00 13+00 14+00 15+00 16+00
60'
12'19'19'10'
℄℄℄℄℄℄℄℄℄℄℄℄℄℄℄60'
10'20'20'10'78'10'28'28'12'12'5'2'9'9'9'EX. CURB
& GUTTER
SEE DETAIL
SEE DETAIL
EX. ELEC/COND
~27' W/O C.L.
EX. R.O.W.
(PROPERTY LINE)
EX. CURB
& GUTTER
7 7
7
7
7 7 77 7
7
7 77 77 7
1
1 1
7 7 7
2A 3A11 2B 3B 2B 3B
2A 3A 2B 3B
P
P
7
P
SEE DETAIL
6
10
9
9
10
A A
EX. 8" WATER-ABN
~9' W/O C.L.
EX. 10" SEWER
~1.5' E/O C.L.
EX. 8" WATER
~13' E/O C.L.
EX. 8" WATER
~16' W/O C.L.
EX. 4" GAS
~10' E/O C.L.
EX. CROSS
GUTTER
EX. ELEC/COND
~32' S/O C.L.
EX. SIDEWALK EX. 8" WATER
~19' S/O C.L.
EX. 10" SEWER
~14' S/O C.L.
EX. 24" SD
~30.5' S/O C.L.
EX. 24" SD
~26' S/O C.L.
EX. SIDEWALK
EX. ELEC/COND
~32' N/O C.L.
EX. R.O.W.
(PROPERTY LINE)
EX. 8" GAS
~26' N/O C.L.
EX. 30" SD
~18' N/O C.L.
EX. ELEC/COND
~34.5' N/O C.L.
EX. 30" SD
~15.5' N/O C.L.
10+39.74
8"x8" FLxFL TEE
(3) 8" G.V.
10+00.00
CONNECT TO EX.
8" WATER MAIN
(FLEX COUPLING)
15+57.05
8"x8" FLxFL TEE
(3) 8" G.V.
11+11.55
8"x6" MJxFL TEE
6" G.V.
13+63.86
8"x6" MJxFL TEE
6" G.V.
16+01.37
8"x6" MJxFL TEE
6" G.V.
4
7
13+56.98
8"x4" MJxFL TEE
4" G.V.
2C 3C
8
7
9
9'4
DWY.
82 80 78 74 70 64 62 58 56 54 50 38 24 18 14 12
KERSTING CT.
SQUARE
31374955818571
DWY.DWY.DWY.
DWY.DWY.14
425
22+47
17+00 18+00 19+00 20+00 21+00 22+00
℄℄℄℄℄℄℄℄℄℄℄℄℄℄℄℄℄℄℄29'
3'12'12'3'
79'
12'28'28'12'79'10'30'30'10'12'5'4'9'7 7 7
11
2B 3B
11777777777777
A SEE DETAIL
A
10
9
2A
10
A
EX. 8" SEWER
~ON C.L.
EX. 2" GAS
~8.5' E/O C.L.
EX. ELEC/COND
~13.5' E/O C.L.EX. 36" SD
~25.5' W/O C.L.
EX. 10" SEWER
~7.5' E/O C.L.
EX. 6" WATER (ABN)
~13.5' E/O C.L.
EX. 4" GAS
~20.5 W/O C.L.
EX. 84" SD
~2.5' W/O C.L.
EX. 10" WATER
~20' E/O C.L.
EX. TEL/COND
~31.5' E/O C.L.
EX. 10" WATER
~20.5' E/O C.L.EX. ELEC/TEL
~30.5' W/O C.L.
~36.5' W/O C.L.
EX. 6" WATER (ABN)
~13.5' E/O C.L.
EX. R.O.W.
(PROPERTY LINE)
EX. CURB
& GUTTER
EX. ELEC/COND
~32' S/O C.L.
EX. SIDEWALK
EX. 8" WATER
~20.5' S/O C.L.
EX. 10" SEWER
~15.5' S/O C.L.
EX. 24" SD
~26' S/O C.L.
EX. SIDEWALKEX. CURB
& GUTTER
EX. R.O.W.
(PROPERTY LINE)
EX. ELEC/COND
~34.5' N/O C.L.
EX. 30" SD
~15.5' N/O C.L.
EX. 8" GAS
~26' N/O C.L.
EX. 2" GAS
~24' S/O C.L.
22+46.60
CONNECT 8" HOT TAP
TO 10" WATER MAIN
WITH 8" GATE VALVE20+12.76
8"x6" MJxFL TEE
6" G.V.
EX. 10" SEWER
~15' W/O C.L.
EX. 4" GAS
~13.5' W/O C.L.
6(DEFLECT 3°)
(P) 8" PVCO
(P) 8" G.V.
(FLxMJ)℄℄(P) 8" PVCO
(P) 8" G.V.
(FLxMJ)℄(P) 8" PVCO
(P) 8"x8" D.I. TEE (FLxFL)
W/ THRUST BLOCK
(P) 8" G.V.
(FLxMJ)
(P) 45° BEND (FLxMJ)
W/ THRUST BLOCK
(OR 22.5° BEND)
(P) 8" PVCO
(E) 8" W
(PROTECT)
(P) 8" PVCO
(P) 45° MJxMJ 8" D.I. BEND
w/ THRUST BLOCK
(OR 22.5° BEND)
(P) 8" PVCO.
(P) CUT & PLUG EX.
8" WATER MAIN
ABANDON (E) 8" W
℄℄℄(P) TRANSITION COUPLING
(CONNECT)
(E) 10" W
℄
(E) 10" W
(E) 10" G.V.
(E) 10"x8" TEE
(E) 8" G.V.
(TO BE CLOSED)
(P) THRUST
BLOCK
(E) 10" W
(E) 10" G.V.
℄
(E) 10" W
(E) 10" G.V.
(E) 10"x10" TEE
(E) 10" G.V.
(P) 10" W
(P) BLIND FLANGE (E) 10" G.V.℄℄(P) 8" G.V.
(P) 8" PVCO
(P) 10"x8"
TAPPING SLEEVE
W/ THRUST BLOCK
REVISIONS
CITY OF SIERRA MADRE IMPROVEMENT PLANS
10
CITY OF SIERRA MADRE
SIERRA MADRE BOULEVARD
WATER MAIN REPLACEMENT & STREET IMPROVEMENT PROJECT
&
ENGINEERING, INC.
1 in = ft30
0 603015
S. HERMOSA AVE.
SIERRA MADRE BLVD.MATCHLINE: SEE BELOW3
LEGEND
SYBMOL DESCRIPTION
PROP. VALVE
EXIST. VALVE
EXIST. MANHOLE
EXIST. CATCH BASIN
EXIST. ELEC. OR TEL. VAULT
EXIST. UTILITY BOXES
EXIST. TREE
MH
MH
WMPB
SIERRA MADRE BLVD. (WATER MAIN REPLACEMENT)MATCHLINE: SEE ABOVEAUBURN AVE.
WINDSOR LN.
N. BALDWIN AVE.
KERSTING CT.N. BALDWIN AVE.
SIERRA MADRE BLVD.
WATER SERVICE LATERALS
ADDRESS/LOT SIZE STATION
191 SIERRA MADRE BLVD.1"10+91
170 SIERRA MADRE BLVD.1"11+17
181 SIERRA MADRE BLVD.1"11+28
181 SIERRA MADRE BLVD.1"11+28
170 SIERRA MADRE BLVD.1"11+59
161 SIERRA MADRE BLVD.1"11+79
161 SIERRA MADRE BLVD.1"11+99
160 SIERRA MADRE BLVD.1"12+30
154 SIERRA MADRE BLVD.1"12+33
161 SIERRA MADRE BLVD.1"12+57
147 SIERRA MADRE BLVD.1"13+11
147 SIERRA MADRE BLVD.1"13+13
142 SIERRA MADRE BLVD.1"13+26
142 SIERRA MADRE BLVD.1"13+29
120 SIERRA MADRE BLVD.1"13+61
129 SIERRA MADRE BLVD.1"13+80
120 SIERRA MADRE BLVD.1"14+43
110 SIERRA MADRE BLVD.1"15+26
110 SIERRA MADRE BLVD.1"15+28
100 SIERRA MADRE BLVD.1"15+96
90 SIERRA MADRE BLVD.1"16+49
82 SIERRA MADRE BLVD.1"16+55
85 SIERRA MADRE BLVD.1"16+56
81 SIERRA MADRE BLVD.1"16+82
80 SIERRA MADRE BLVD.1"17+06
71 SIERRA MADRE BLVD.1"17+12
78 SIERRA MADRE BLVD.1"17+14
74 SIERRA MADRE BLVD.1"17+35
62 SIERRA MADRE BLVD.1"17+90
58 SIERRA MADRE BLVD.1"18+48
56 SIERRA MADRE BLVD.1"18+59
38 SIERRA MADRE BLVD.1"19+85
24 SIERRA MADRE BLVD.1"20+47
18 SIERRA MADRE BLVD.1"20+69
14 SIERRA MADRE BLVD.1"20+98
12 SIERRA MADRE BLVD.1"21+16
ENGINEER'S NOTES:
1.(IF NOTED ON PLANS): SEE LINE DESIGNATIONS ("L1")
AND LINE TABLE FOR LENGTH AND BEARING OF LINES.
2.UNLESS OTHERWISE NOTED, ALL PROPOSED PIPING
SHALL BE PVCO C909 CL235 PIPE, AND RESTRAINED.
3.UNLESS OTHERWISE NOTED, ALL FITTINGS (BENDS, TEES,
WYES, CROSSES) SHALL BE D.I. CLASS C110.
3.1.ALL FITTINGS SHALL BE RESTRAINED
3.2.FLxMJ COUPLING ADAPTER SLEEVES SHALL BE USED
TO CONNECT FLANGED FITTINGS AND VALVES TO
PLAIN-END PIPE.
4.UNLESS OTHERWISE NOTED, ALL VALVES SHALL BE
FLANGED.
4.1.VALVES SHALL BE PLACED DIRECTLY ON THE
FLANGES OF TEES, WYES, CROSSES, AND BENDS (45°,
ETC.).
4.2.FLxMJ COUPLING ADAPTER SLEEVES SHALL BE USED
TO CONNECT FLANGED FITTINGS AND VALVES TO
PLAIN-END PIPE.
5.MINOR TO MODERATE DEFLECTIONS (1° TO 5°) MAY BE
MADE USING COUPLINGS OR FLxMJ COUPLING ADAPTER
SLEEVES. DEFLECTIONS OF 11.25° OR GREATER MUST BE
MADE USING D.I. FITTINGS.
WATER CONSTRUCTION NOTES
FURNISH & INSTALL 8" PVCO C909 CL 235 WATER MAIN.
TRENCH BACKFILL & PAVEMENT SHALL BE PER DETAILS.
FURNISH & INSTALL 8" GATE VALVE AND BOX PER DETAILS
FURNISH & INSTALL 6" GATE VALVE AND BOX PER DETAILS
FURNISH & INSTALL 4" GATE VALVE AND BOX PER DETAILS
FURNISH & INSTALL 8"x8" D.I. TEE (FLxFL) WITH THRUST
BLOCK PER DETAILS.
FURNISH & INSTALL 8"x6" D.I. TEE (MJxFL) WITH THRUST
BLOCK PER DETAILS.
FURNISH & INSTALL 8"x4" D.I. TEE (MJxFL) WITH THRUST
BLOCK PER DETAILS.
FURNISH & INSTALL 8" - 45° D.I. BEND, MJxMJ WITH THRUST
BLOCK PER DETAILS.
FURNISH & INSTALL 8" - 22.5° D.I. BEND, MJxMJ WITH
THRUST BLOCK PER DETAILS.
FURNISH & INSTALL 8" SLEEVE-TYPE FLEXIBLE TRANSITION
COUPLING.
ABANDON EXISTING WATER SERVICE, FURNISH & INSTALL
NEW 1" WATER SERVICE PER DETAILS, PROTECT EXISTING
METER AND METER BOX (SEE TABLE HEREON).
ABANDON EXISTING FIRE SERVICE LINE, FURNISH & INSTALL
NEW 4" FIRE SERVICE LINE, PROTECT EXISTING DETECTOR
AND CHECK ASSEMBLY.
FURNISH & INSTALL FIRE HYDRANT ASSEMBLY PER DETAILS.
REMOVE EXISTING FIRE HYDRANT AND BURY.
CONNECT TO EXIST. WATER MAIN PER DETAILS
ABANDON EXIST. WATER MAIN (SEE NOTE BELOW)
PROTECT IN PLACE EXISTING WATER (TO REMAIN)
1
2A
2B
2C
3A
3B
3C
4
5
6
7
8
9
10
11
A
P
DETAIL 1:
TYPICAL VALVE LAYOUT
& TYPICAL CONNECTIONS
(HERMOSA AVE & AUBURN AVE)
SCALE: NONE
DETAIL 2:
CONNECTION AT SIERRA MADRE BLVD & BALDWIN AVE
(HOT TAP CONNECTION)
SCALE: NONE
NOTE: SOME SERVICES ARE 2" OR 1.5" IN SIZE. SIZE OF EXIST
METERS AND PROPOSED SERVICE SIZE SHALL BE VERIFIED
WITH CITY BEFORE CONSTRUCTION OF NEW SERVICE.
QUANTITIES (PER SIZE) SHALL BE PER THE BID SCHEDULE.
SAMPLE
203 211
DWYDWY
DWYDWY
EXIST. SIDEWALK
EXIST. SIDEWALK
EXIST. ROW EXIST.CURB
& GUTTER
EXIST. ROW
EXIST.CURB
& GUTTER54'19'19'6'10'76'
11'26'26'13'
104
P
15DETAIL 27
SHT. 51
21
2121
25
P
P
21
104
(190FT)
(BID ALT.)
(184FT)
(BID ALT.)
(15FT)
(BID ALT.)
(30FT)
(BID ALT.)
(283FT)
(BID ALT.)
26
26
16
16 16
21 (48FT)
(BID ALT.)
10+00 11+00 12+00 13+00 14+00 15+0010+25.60
JOIN
10+00.00
C.L. INT.
520.00
522.00
524.00
526.00
528.00
530.00
520.00
522.00
524.00
526.00
528.00
530.00
520.00
522.00
524.00
526.00
528.00
530.00
520.00
522.00
524.00
526.00
528.00
530.00
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+5010+45523.00(E)10+50523.10(E)11+00523.85(E)11+50524.38(E)12+00525.02(E)12+50525.44(E)13+00.05525.90(E)13+50526.28(E)14+00526.55(E)14+50526.97(E)15+00527.34(E)11+67.32524.62(P)-BEGIN12+15.40525.14(P)-END13+52.19526.28(P)-BEGIN13+81.98526.41(P)-END12+00524.97(P)S=0.011
S=0.005 15+40527.63(E)10+45523.06(E)10+50523.06(E)11+00523.87(E)11+50524.48(E)12+00525.17(E)12+50525.71(E)13+00525.93(E)13+50526.22(E)14+00526.56(E)14+50526.74(E)15+00527.08(E)10+51.71523.12(P)-BEGIN12+36525.50(P)-END12+76.57525.83(P)-BEGIN12+91.84525.86(P)-END13+60.92526.30(P)-BEGINS=0.013
S=0.002
S=0.006
11+00523.74(P)11+50524.39(P)12+00525.03(P)14+50526.82(P)15+00527.11(P)14+00526.53(P)15+40527.34(E)15+40527.35(P)DATE
DIRECTOR OF PUBLIC WORKS
PROJECT MANAGER - PUBLIC WORKS
REV.
DATE
DESCRIPTION
DATE SHT.
DWG. NO.
BY CHK.APPR.
OF
CITY OF ALHAMBRA
APPROVED:
DESIGN
PW/SW/WL
59
APPROVED:
DRAWN
CHECKED
PW
PW
NOTE:
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF
THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE
NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS DRAWING. THE
CONTRACTOR IS REQUIRED. TO TAKE DUE PRECAUTIONARY MEASURES TO
PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF
RECORD OR NOT SHOWN ON THIS DRAWING.
Know what's below.
Call before you dig.
CONTRACTOR SHALL
NOTIFY UNDERGROUND
SERVICE ALERT A MIN. OF
48 HOURS PRIOR TO
BEGINNING ANY
CONSTRUCTION WORK.
PREPARED BY:
NAME: PHILLIP WEST (RCE No: 77453)
TITLE: PRINCIPAL/PROJECT MANAGER
DATE
ENGINEERING, INC.
FY 22-23 SB1 STREET REHABILITATION PROJECT
07.22.2024
RAYMOND AVENUE
(CEDAR STREET TO STA. 15+40)
1 in = ft20
0 402010
30
RAYMOND AVENUE MATCHLINE: STA 15+40 - SEE SHT. 31CEDAR ST
CEDAR ST
LEGEND (PROP.)
SYBMOL DESCRIPTION
FULL-DEPTH REMOVAL &
REPLACEMENT (2-LIFTS)
GRIND & OVERLAY
MICRO GRIND & OVERLAY
CURB/GUTTER REPLACEMENT
OR FULL-DEPTH AC LIP
CONCRETE REPLACEMENT
PROP. MANHOLE
FRAME & COVER
LEGEND (EXIST.)
SYBMOL DESCRIPTION
EXIST. MANHOLE
EXIST. VALVE
EXIST. CATCH BASIN
EXIST. ELEC. OR TEL. VAULT
EXIST. UTILITY BOXES
EXIST. SURVEY MARKER
EXIST. TREE
MH
MH
WMPB
TREE
STREET CONSTRUCTION NOTES
GRIND EXISTING AC PAVEMENT TO A DEPTH OF 1.5 INCHES
CONSTRUCT 1.5-INCH ASPHALT RUBBERIZED HOT MIX (ARHM)
OVERLAY (CLASS GG-C)
REMOVE EXISTING CURB RAMP OR CONCRETE CURB RETURN.
CONSTRUCT NEW CURB RAMP PER CITY STD. PLAN SR-15.
INSTALL ADA TRUNCATED DOME PAD ON EXIST. CURB RAMP
REMOVE AND REPLACE EXISTING CURB & GUTTER PER CITY STD.
PLAN SR-01, INCLUDING 2-FOOT WIDE FULL-DEPTH AC
PAVEMENT LIP (C2-PG-64-10).
REMOVE EXISTING SIDEWALK AND CONSTRUCT 4-INCH
SIDEWALK PER CITY STD. PLAN SR-07.
GRIND RAISED EDGE ON SIDEWALK
PROTECT IN PLACE
4
10
15
16
21
25
26
P
REMOVE & REPLACE
~ 184' LF OF CURB & GUTTER (BID ALT)
REMOVE & REPLACE
~ 48' LF OF CURB & GUTTER
(BID ALT)
REMOVE & REPLACE
~ 179' LF OF CURB & GUTTER (BID ALT)
REMOVE & REPLACE
~ 30' LF OF
CURB & GUTTER
(BID ALT)
EXIST. FLOWLINE
EXIST. FLOWLINE
PROP.
FLOWLINE
PROP.
FLOWLINE
PROP.
FLOWLINE
PROP.
FLOWLINE
PROTECT IN PLACE
~ 137' LF OF CURB & GUTTER (BID ALT)
REMOVE & REPLACE
~ 15' LF OF
CURB & GUTTER
(BID ALT)
PROTECT IN PLACE
~ 41' LF
OF CURB & GUTTER
(BID ALT)
PROTECT IN PLACE
~ 158' LF OF CURB & GUTTER (BID ALT)
PROTECT IN PLACE
~ 122' LF OF CURB & GUTTER (BID ALT)
PROTECT IN PLACE ~ 69' LF
OF CURB & GUTTER (BID ALT)
BID ALTERNATE NOTE:
CURB, GUTTER, AND SIDEWALK WORK ON RAYMOND AVE IS BID ALTERNATE.
CONTRACTOR SHALL REPLACE ONLY IF DIRECTED/APPROVED BY THE CITY.
PAVEMENT THICKNESS NOTE:
EXISTING PAVEMENT THICKNESS FOR PORTIONS/MOST OF THIS STREET
(SHOWN HEREON) MAY BE LESS THAN 3". CONTRACTOR SHALL NOTIFY THE
CITY IMMEDIATELY IF, DURING GRINDING OPERATIONS, IT BECOMES
APPARENT THAT UNDERLYING PAVEMENT DOES NOT SUSTAIN GRINDING
OPERATIONS. BID ALTERNATES MAY BE USED IN SUCH SITUATIONS, AND
CONTRACTOR SHALL NOT OPERATE OUTSIDE OF BID ALTERNATE WORK,
UNLESS OTHERWISE AUTHORIZED BY THE CITY.
CONCRETE WORK NOTE:
CROSS GUTTERS AND PORTIONS OF SIDEWALK, CURB, &
GUTTER ARE BID ALTERNATE . SELECT CURB RAMPS ARE
BID ALTERNATE. SEE SHT. 3 AND THE BID SCHEDULES.
CONTRACTOR SHALL NOT EXCEED BASE-BID QUANTITIES
UNLESS OTHERWISE DIRECTED BY THE CITY.
DWY.DWY.
DWY.
DWY.DWY.DWY.
DWY.DWY.282328532825282228806425 2822 2816 2825 6353 6347 6341
6340634463506352285128536518DWY.DWY.DWY.25WAIT HEREWAIT HEREWAIT HEREWAIT HEREWAIT HEREWAIT HERE25P9
P9
P9 P9P10
P9
P9
P9
EXIST. ROW
EXIST. ROW
EXIST. ROWEXIST. ROW
SEE SHT. 60
FOR IMPROVEMENTS
EXIST. ROW EXIST. SIDEWALKEXIST. CURB
& GUTTER
EXIST. ROW
SEE SHT. 60
FOR IMPROVEMENTS
EXIST. CURB
& GUTTER
EXIST. SIDEWALK
SEE SHT. 60
FOR IMPROVEMENTS
SEE SHT. 60
FOR IMPROVEMENTS15'11'11'11'11'L11R7
L11R7
W3R7
B12 B15
W3R7
B6
B4 B5
B2
B2
B2
B2
A2
B3
B6
W3R7
E2
E2
P1
A2 A7
A7
A2
A2 A6
A7
P2
L8
L8
L9
L9L8
L8
R7 W3
L7 L7
L7
L3
L3
L3L38'32'32'8'80'8'28'34'10'80'11'12'11'10'15'5'SEE ENGINEER'S NOTE 13
(FOR RED CURBS <5')
(TYP.)
L7 L7
(TYP.)
38+00 39+00
40+00 41+00
42+00
R7R7
B15
B3
B3
S6S7S8
S6 S7 S8
B12 B5 B4B3
REMOVALS (EXISTING)
REMOVE EXIST CONCRETE CURB RAMP
CONSTRUCTION NOTES
STRIPING (PROPOSED) - CROSSWALKS
STRIPING (PROPOSED) - LANES
INSTALL SINGLE WHITE CENTERLINE STRIPING PER CALTRANS
STANDARD A20A
INSTALL DOUBLE YELLOW (NO-PASSING) CENTERLINE STRIPING
PER CALTRANS STANDARD A20A
INSTALL MEDIAN ISLAND (NO LEFT TURN) STRIPING PER
L3
INSTALL 6" LANE LINE STRIPING PER CALTRANS STANDARD A2A
(DETAIL 9/9A)
INSTALL 6" WIDE CHANNELIZING STRIPING FOR THROUGH
LANES
INSTALL RIGHT/LEFT TURN POCKET CHANNELIZING STRIPING
PER CALTRANS STANDARD A20D DETAIL 38
INSTALL "SHARK TEETH" (YIELD LINE) STRIPING PER CALTRANS
L7
L8
L9
INSTALL WHITE "SHARROW" BICYCLE STRIPING PER CALTRANS
STANDARD A24C WITH SOLID GREEN BACKGROUND PAINTING
INSTALL SOLID GREEN BACKGROUND PAINTING FOR BICYCLE
PATHS.
INSTALL BICYCLE LANE SYMBOL (WITHOUT PERSON) STRIPING
PER CALTRANS STANDARD A24C
INSTALL BICYCLE LANE ARROW STRIPING PER CALTRANS
STANDARD A24A
INSTALL BIKE BOX STRIPING/PAINTING PER PLANS HEREON
B2
B3
B4
B5
B6
CONSTRUCTION (PROPOSED) - ELECTRICAL UTILITIES
FURNISH & INSTALL BICYCLE LOOP DETECTORE2
STRIPING (PROPOSED) - BICYCLE
SIGNAGE (PROPOSED)
FURNISH & INSTALL CITY-CUSTOM WAYFINDING SIGNAGE PERFURNISH & INSTALL CA MUTCD SIGN R10-15A (TURNING
VEHICLES YIELD TO BICYCLISTS)
FURNISH & INSTALL CA MUTCD SIGN R10-6A (STOP HERE ON
RED)
FURNISH & INSTALL GALVANIZED STEEL POST FOR SIGNAGE PER
ENGINEER'S NOTES
RESTORE EXISTING SIGN TO NEW/RELOCATED POST AS SHOWN
S6
S7
S8
MISCELLANEOUS
PROTECT IN PLACEP
INSTALL 12" WIDE LIMIT LINE STRIPING PER CALTRANS
STANDARD A24E
INSTALL DOUBLE LIMIT LINE STRIPING AT RAILROAD CROSSINGS
L11
STRIPING (PROPOSED) - PARKING AND CURBS
PARALLEL PARKING STALL STRIPING ("T" FOR START/END)
PARALLEL PARKING STALL STRIPING ("CROSS" FOR MIDPOINTS)
P1
P2
INSTALL RED CURB PAINTING PER LIMITS SHOWN ON PLANS
INSTALL GREEN CURB PAINTING PER LIMITS SHOWN ON PLANS
INSTALL BLUE CURB PAINTING PER LIMITS SHOWN ON PLANS
P9
P10
STRIPING (PROPOSED) - ARROWS & TEXT
INSTALL STRAIGHT ARROW PER CALTRANS STANDARD A24A
INSTALL SPEED LIMIT STRIPING PER CALTRANS STANDARD A24C
INSTALL WHITE WORD STRIPING PER CALTRANS STANDARD
A24D
INSTALL YELLOW WORD STRIPING PER CALTRANS STANDARD
A6
A7
INSTALL TURN ARROW PER CALTRANS STANDARD A24A
INSTALL COMBO (TYPE 7) ARROW PER CALTRANS STANDARD
A2
LEGEND
SYBMOL DESCRIPTION
BICYCLE SHARROW (SHARED ROADWAY)
SIDEWALK / DRIVEWAY REPLACEMENT
CURB/GUTTER REPLACEMENT
SHADE TREE
SIGNALIZED INTERSECTIONS
EXIST. MANHOLE
EXIST. VALVE
EXIST. CATCH BASIN
EXIST. ELEC. OR TEL. VAULT
EXIST. ELEC. PULL BOX
EXIST. ELEC. CONDUIT
MH
MH
ENGINEER'S NOTES:
1.CONTRACTOR SHALL COORDINATE WITH THE FOLLOWING AGENCIES:
1.1.CITY OF HUNTINGTON PARK (PUBLIC WORKS INSPECTOR).
1.2.COUNTY OF LOS ANGELES (FOR STRIPING IN FLORENCE AVE FROM ALAMEDA ST TO
MOUNTAIN VIEW AVE).
1.3.CITY OF BELL (FOR STRIPING IN GAGE AVE EAST OF SALT LAKE AVE AND IN SATURN AVE
EAST OF BISSEL ST).
2.PROPOSED STRIPING SHALL BE AS FOLLOWS:
2.1.LANE LINES, MARKERS, TEXT, ARROWS, ETC: PAINT
2.1.1.WHITE & YELLOW PAINT (TRAFFIC): STATE SPEC PTWB-01R2
2.1.2.RED, GREEN, BLUE (CURBS): FED SPEC TT-P-1952E
2.2.CROSSWALKS: THERMOPLASTIC (PTH-02SPRAY)
3.DUE TO IMAGERY AND LINEWORK SCALING, AERIAL IMAGERY MAY NOT EXACTLY MATCH DRAFTED
LINEWORK. EXISTING STRIPING TO BE RE-STRIPED IN-PLACE, UNLESS OTHERWISE NOTED. REMOVAL OF
EXISTING LANE, ARROW, AND TEXT STRIPING IS NOT REQUIRED. ONLY REMOVAL OF EXISTING INTERSECTION
STRIPING, TO MAKE WAY FOR PROPOSED CONTINENTAL CROSSWALKS AND BICYCLE BOXES, IS ALLOWED ON
THIS PROJECT.
4.BICYCLE SHARROWS SHALL BE SPACED EVENLY, OR AS SHOWN ON THE PLANS, WITH A MAXIMUM SPACING
OF 250 FEET BETWEEN SHARROWS. BICYCLE SHARROWS SHALL BE PLACED AT A MINIMUM DISTANCE OF 15
FEET FROM THE BEGINNING OF INTERSECTIONS (I.E., FROM CROSSWALK LIMIT LINES), AND NO FURTHER
THAN 100 FEET FROM THE BEGINNING OF INTERSECTIONS.
5. LATERAL PLACEMENT OF SHARROWS SHALL CONFORM TO THE FOLLOWING:
5.1.STREETS WITH ON-STREET PARKING: PLACE CENTER OF SHARROW MARKINGS 11 FEET FROM FACE OF
CURB, OR FROM EDGE OF PAVEMENT WHERE THERE IS NO CURB.
5.2.STREETS WITHOUT ON-STREET PARKING:
5.2.1. OUTSIDE TRAVEL LANE 14 FEET WIDE OR GREATER: PLACE CENTER OF SHARROWS A MINIMUM
OF 4 FEET FROM FACE OF CURB, OR EDGE OF PAVEMENT WHERE THERE IS NO CURB.
5.2.2. OUTSIDE TRAVEL LANE LESS THAN 14 FEET: PLACE CENTER OF SHARROWS ON CENTER OF
TRAVEL LANE.
6.CONCRETE FOR CURB, GUTTERS, AND SIDEWALKS SHALL BE 520-C-2500 OR 560-C-3250. BASE MATERIAL
SHALL BE CRUSHED AGGREGATE BASE (CAB), CLASS 2, CONFORMING TO CALTRANS SPECIFICATION 25-1.02B.
7.TREES FOR FLORENCE AVE (FROM SANTA FE AVE TO PACIFIC BLVD) AND FOR SANTA FE AVENUE SHALL BE
GEIJERA PARVIFLORA (AUSTRALIAN WILLOW), WITH A 4'x4' TREE WELL CUT-OUT IN THE CONCRETE
SIDEWALKS. TREE GRATES SHALL BE U.S. FOUNDRY MODEL 9510.
8.BUS SHELTERS FOR FLORENCE AVE AND GAGE AVE SHALL CONSIST OF STEEL SQUARE TUBES, WITH FOREST
GREEN METAL PAINT, AND SHALL CONFORM TO THE DETAILS SHOWN ON SHEET 116 OF THE PLANS. BUS
SHELTERS SHALL INCLUDE A 36-GAL TRASH RECEPTACLE.
9.CONTRACTOR SHALL PROVIDE MATERIAL DELIVERY TICKETS TO THE CITY INSPECTOR BEFORE: INSTALLING
NEW MATERIALS OR INSTALLING MATERIALS FROM A NEW SUPPLIER. CONTRACTOR MUST RECEIVE
ACCEPTANCE BEFORE INSTALLATION. SUBSEQUENT DELIVERIES OF SAME MATERIALS DO NOT REQUIRE
APPROVAL, BUT DELIVERY TICKETS SHALL BE PROVIDED TO THE CITY INSPECTOR FOR RECORD PURPOSES.
10.A GEOTECHNICAL INVESTIGATION HAS BEEN CONDUCTED FOR THE STREETS SHOWN IN THESE PLANS. FOR
ALL EXCAVATIONS (INCLUDING CONCRETE FOR SIDEWALK DRIVEWAYS, CURB RAMPS, AND BULBOUTS),
CONTRACTOR SHALL RESTORE PAVEMENT AND BASE SECTION THICKNESS TO MATCH EXISTING.
11.A UTILITY POTHOLING INVESTIGATION HAS BEEN CONDUCTED FOR THE UTILITIES SHOWN ON THE DETAIL
SHEETS (FOR CURB RAMPS AND BULBOUTS). DURING EXCAVATION ACTIVITIES, CONTRACTOR SHALL BE
AWARE OF THE LOCATION AND DEPTH OF THE UTILITIES, AND SHALL CONDUCT HAND EXCAVATION IF
NECESSARY TO AVOID SHALLOW UTILITIES.
12.FOR PORTIONS OF CONCRETE THAT ARE TO BE REPLACED, INCLUDING AT CURB RAMPS AND BULBOUTS,
EXISTING UTILITY BOXES SHALL BE PROTECTED IN PLACE, ADJUSTED TO GRADE, OR RELOCATED WITHIN THE
VICINITY OF THE IMPROVEMENTS. UTILITY BOXES DAMAGED AS A RESULT OF THE CONTRACTOR'S WORK
SHALL BE RESTORED AT THE CONTRACTOR'S EXPENSE.
13.FOR CURB AND GUTTERS MARKED FOR REPLACEMENT, CONTRACTOR SHALL RESTORE THE FOLLOWING
WHERE APPLICABLE:
13.1.RED PAINT (FOR NO PARKING SECTIONS).
13.2.ADDRESS LABELING AND WATER/SEWER SERVICE STENCILING.
14.PORTIONS OF EXISTING RED CURB LESS THAN 5 FEET IN LENGTH AT DRIVEWAY WINGS SHALL BE RESTORED
IN-KIND. FOR ALL OTHER LOCATIONS (INCLUDING PORTIONS OF RED CURB FOR PARKING "T" LOCATIONS AT
SALT LAKE PARK), RED CURBS SHALL BE RESTORED ONLY AS-DIRECTED. CONTRACTOR SHALL VERIFY WITH
CITY PRIOR TO PERMANENT REMOVAL OF RED CURB AT PARKING "T" LOCATIONS.
15.CONTRACTOR SHALL COORDINATE WITH ARBORIST PRIOR TO TREE INSTALLATION. TREES SHALL BE
MAINTAINED FOR A PERIOD OF 60 DAYS AFTER INSTALLATION.
16.PROPOSED SIGNS SHALL BE COMPRISED OF 5052 H38 GRADE ALUMINUM SHEETING, WITH 3M REFLECTIVE
COATING. CONTRACTOR SHALL FURNISH AND INSTALL PROPOSED SIGNS TO EXISTING SIGN POSTS, AS
SHOWN ON THE PLANS, UNLESS OTHERWISE NOTED.
INSTALL WHITE CROSSWALK PER CALTRANS STANDARD A-24F
(CONTINENTAL CROSSWALK). WIDTH OF 8' TO 12' PER PLANW3
A20D DETAIL 39A (FOR INTERSECTIONS)
INSTALL 5' WIDE BIKE LANE STRIPING PER CALTRANS STANDARD
A20D DETAIL 39 (FOR TRAVELED LANES)
INSTALL 5' WIDE BIKE LANE STRIPING PER CALTRANS STANDARD
B12 A20D DETAIL 39 (FOR TRAVELED LANES)
INSTALL 4' WIDE BIKE LANE STRIPING PER CALTRANS STANDARD
A20D DETAIL 39A (FOR INTERSECTIONS)B15
REMOVE EXIST STRIPING, PAINTING, SYMBOLS, ARROWS, OR
OTHER MARKINGS AS INDICATEDR7
CITY ENGINEER
REVIEWED BY:
CHECKED
AS SHOWN
SCALE
DRAWN
DESIGN
DATE
SHT.
PREPARED BY:
NAME: PHILLIP WEST
PROJECT MANAGER
RCE No: 77453
DATE
BW
SW/JC
PW/JC
OF
&
ENGINEERING, INC.100% SUBMITTAL (NOT FOR CONSTRUCTION) - 09/21/22Know what's below.
Call before you dig.
R
CONTRACTOR SHALL
NOTIFY UNDERGROUND
SERVICE ALERT A
MINIMUM OF 48 HOURS
PRIOR TO BEGINNING
ANY CONSTRUCTION
WORK.
ATP CYCLE 4
BICYCLE AND PEDESTRIAN SAFETY AND
CONNECTIVITY PROJECT
CITY OF HUNTINGTON PARKDATEREV.DESCRIPTION BY CHK.APPR.
123MATCHLINE: STA 37+10 - SEE SHEET 95GAGE AVE
SEE SHT. 60
MILES AVENUE (7
961 in = ft20
0 402010
GAGE AVE
SEE SHT. 60
MILES AVENUE
OF 12)MATCHLINE: STA 42+15 - SEE SHEET 97SAMPLE
SECTION 5: KEY PERSONNEL
Proposal for: City of La Quinta – Washington Street and Avenue 50 Sidewalk Improvements
Section 5 - Page 1 of 2
Organizational Chart
The project team will consist of the individuals below:
Resumes of the above individuals are provided later in this section.
Staff Availability
Currently, we are providing design (plan preparation) services for two (2) other projects, which should be
completed by the time the City awards a contractor for this project. Therefore, the timing of this project
aligns well with our schedule and resources will be available for this project.
PROJECT MANAGER
PHILLIP WEST, P.E., QSD/P
QA/QC
NABIL HENEIN, P.E SUBCONSULTANTS
ON POINT LAND SURVEYING
LAND SURVEYING
HARRINGTON
GEOTECHNICAL, INC.
GEOTECHNICAL ANALYSIS
PAVEMENT SAMPLING
C-BELOW
UTILITY POTHOLING
STRUCTURAL ENGINEERING
VAHÉ PETROSSIAN, P.E., S.E.
City of La Quinta
ENGINEERING
JAKE COMER, P.E.
WONCHUL LEE, E.I.T.
STEPHEN WILLIAMS
SECTION 5: KEY PERSONNEL
Proposal for: City of La Quinta – Washington Street and Avenue 50 Sidewalk Improvements
Section 5 - Page 2 of 2
Subconsultants
Sub-consultants, such as shown below, will help provide technical input and obtain field data to add to
the overall quality of services provided by our team. Brief descriptions of our sub-consultants are provided
below:
Land Surveying:
On Point Land Surveying
1906 Orange Tree Lane,
Suite 240
Redlands, CA 92374
909.792.2221
Company Overview: Land Surveying services for California. On Point
Land Surveying Inc. began in 2010 and provides surveying services for
residential, commercial, and municipal projects up to $100 million.
Combined, their licensed land surveyors have over 20 years of municipal
project experience, including many cities in Los Angeles and Orange
Counties.
Geotechnical (Pavement Coring) Services:
Harrington Geotechnical, Inc
1590 N. Brian Street
Orange, CA 92867
714.637.3093
Company Overview: Geotechnical services for Southern California
clients. Harrington Geotechnical was started in 1990 and has been in
business for over 32 years. They provide a complete range of
Geotechnical Services all over Southern California. Combined, their team
has over 50 years of municipal project experience, including many cities
in Los Angeles and Orange Counties.
Utility Potholing Services:
C-Below
14280 Euclid Ave
Chino, CA 91710
909.993.1370
Company Overview: Utility Locating services for California. C-Below
provides a complete range of utility locating services in California. Their
clientele includes Utility Companies, Cities, Counties, Municipalities and
Military Installations, Contractors, Consulting and Engineering firms.
SECTION 4: PROJECT UNDERSTANDING AND APPROACH
Proposal for: City of La Quinta – Washington Street and Avenue 50 Sidewalk Improvements
Section 4 - Page 1 of 2
Project Background
In accordance with the RFP and as further clarified by the City, we understand that the City is seeking
engineering design services for construction of roughly 2,100 feet of 5-foot curb-adjacent sidewalk along
Washington Street from Calle Tampico to the Bridge North of Avenida Ultimo and along Avenue 50 from
Avenida Montero to Washington Street, construction of a short key-stone block retaining wall along
Avenue 50 and assessment and improvements of the existing retaining wall along Washington Street,
removal and replacement of the existing curb ramp at the Village Shopping Center with an ADA compliant
curb ramp, and modifications to the existing landscape and irrigation. The overall major services required
for this project include: 1) Collect Data (As-Builts, Field Survey, Utility Potholing); 2) Retaining wall Analysis,
3) Prepare Plans, Specifications, and Cost Estimates; and 4) Provide Bidding & Construction Support
Services. We understand that the primary goal of this project is to improve pedestrian access and mobility
through the following design elements: design sidewalks accommodating any trees or utilities, curb ramps
with ADA compliance, and structurally sound retaining walls.
Site Analysis
We have analyzed the project site to familiarize ourselves with the conditions of the project. Below are a
few of the photos we took during our Site Analysis:
WASHINTON ST NORTH OF CALLE TAMPICO WITH GARDEN WALL WASHINTON ST AT BRIDGE NORTH OF AVENIDA ULTIMO
AVENUE 50 AT AVENIDA MONTERO (PEDESTRIAN GATE) AVENUE 50 AT WASHINGTON ST
SECTION 4: PROJECT UNDERSTANDING AND APPROACH
Proposal for: City of La Quinta – Washington Street and Avenue 50 Sidewalk Improvements
Section 4 - Page 2 of 2
GARDEN WALL ON NORTH SIDE OF AVENUE 50 RETAINING WALL ON EAST SIDE OF WASHINGTON STREET
In our site analysis, we took notice of the utilities and trees that needed to be accommodated for the
design of the sidewalk. We also noticed the deterioration of the retaining wall along Washington St, as
further shown in the pictures provided in the RFP, and will develop design solutions to address this.
Furthermore, we recommend installing an additional ADA-compliant curb ramp outside of the pedestrian
gate at Avenue 50 and Avenida Montero (photo above).
Project Approach
We intend to begin work on this project upon notice of award (instead of at the kickoff meeting).
Typically, this is about one week prior to Contract Award by City Council, and up to two weeks prior to the
Kickoff Meeting (depending on when City staff notifies of contract award). The preliminary work will
include conducting thorough field walks to identify all areas of special needs. This is necessary for the
purpose of confirming survey requirements for curb extensions. This work will allow for a more productive
kickoff meeting, confirm the field survey efforts, and may likely save time. The following is our project
approach:
1. City Staff
Notifies of Intent
to Award
2. Conduct Field
Walk to Determine
Survey Needs (i.e.
Non-Street Areas)
3. Present Needs
to City at Kickoff
Meeting
4. Obtain City
Feedback
5. Conduct a
More Effective
Field Survey
6. Design of Major
Improvements
(i.e. curb extensions)
7. Confirm
Design
8. Proceed to
Remainder of
PS&E (Typical
Design Scope)
To help ensure the project stays on schedule, we intend to conduct the field surveying prior to the 35%
design, as well as conduct the utility potholing operations alongside the City’s 65% design review, in order
to expedite necessary data. This will require concurrence with City staff on solution-based criteria (i.e.
preferred method of survey and design of sidewalk installation) so that an accurate design is prepared
with minimal changes required through the 35% , 65%, and 100% plan submittals. We intend to discuss
desired solutions with the City during the kickoff meeting.
SECTION 5: SCOPE OF SERVICES
Proposal for: City of La Quinta – Washington Street and Avenue 50 Sidewalk Improvements
Section 5 - Page 1 of 4
Scope of Work
We acknowledge the tasks described in the RFP. Our proposed Scope of Work will include the entirety of
the Scope described in the RFP with additional detail and added subtasks in order to provide the best
possible services for your needs. This section provides a detailed list of tasks which will comprise the
Scope of Work. As stated in the RFP, this project has already undergone extensive community outreach,
and as a result will not be included in the Scope of Work.
Phase I — Topographic Survey, Utility Research & Project Data Collection
Task 1 - Preliminary Project Administration, Coordination, and Initial Research
1. Conduct a Kickoff Meeting with City staff in order to review and/or edit the Scope of Services,
discuss the technical specifics of the project, develop and/or refine the project schedule,
introduce key staff members, and learn the organization structure of the City project team.
2. Implement Quality Control methods to ensure quality of design and quality of services.
3. Conduct additional site investigations as necessary to familiarize ourselves further with the
project site.
Task 2 - Data Collection, Technical Research, and Topographic Survey
1.
2. Conduct utility research within the project area, including research of all applicable utility
company records.
3. Conduct research of all available land/property records and/or survey records to verify the
existing right-of-way and survey monuments for the project area and confirm ownership of the
right-of-way, if necessary.
4. Review all applicable City-furnished as-builts and other record information specific to the project,
including as-built drawings, maintenance/repair records, meter information, CCTV records, etc.
The intent of this subtask is to better understand the existing conditions of the project.
5. As necessary, conduct a topographic field survey and prepare digital files in CAD (AutoCAD) for
preparation of plans. All surface features for all utilities within the surveyed area will be located,
including valve covers, meter boxes, manholes, vaults, and other facilities. The basis of the
vertical datum will be the most recent bench mark elevations as shown in the National Geodetic
Vertical Datum of 1929 (NGVD29). Submit a check copy of field survey in electronic format (CAD
format as well as Shape File format) utilizing the Government Standard for Data Collection Fields.
SECTION 5: SCOPE OF SERVICES
Proposal for: City of La Quinta – Washington Street and Avenue 50 Sidewalk Improvements
Section 5 - Page 2 of 4
Phase II — Preliminary Design
Task 3 – 1st Submittal (35%) Concept Plans
1. Prepare 35% concept plans in accordance with the approved criteria as outlined in the Kickoff
Meeting and as discussed further with City staff.
a. The 35% Plans will show the existing and proposed conditions of the project, and allow
for the City to determine the approach for the design.
b. Cost estimates will be prepared using recent bids, manufacturers pricing, information
from contractors, and/or cost index data published by professional sources.
2. We will submit the 35% concept plans to City staff for review. The submittal will include hard
copies of full size (36x24) plan sets and electronic copies (PDFs) of the Plans.
Phase III – Final Bid Package Design Plans, Specifications, and Engineer’s Estimate (PS&E)
Task 4 – 2nd Submittal (65%) Construction Documents
1. Prepare 65% design plans, specifications and cost estimates (PS&E’s) in accordance with the
approved criteria as outlined in the Kickoff Meeting and as discussed further with City staff.
a. The 65% Plans will be prepared using current City Standards, other agency standards
where applicable, and good engineering practice.
b. The total sheets of the 65% Plans will be determined during the design. At this time, we
anticipate the Plans will consist of about 25 sheets.
c. The 65% Specs will be prepared in accordance with City Standards and will be arranged
in either the CSI Spec format, the Greenbook format, or another appropriate format.
d. Cost estimates will be updated and improved from the 35% cost estimates.
2. We will submit the 65% PS&E to City staff for review. The submittal will include hard copies of
full size (36x24) plan sets and electronic copies (PDFs) of the Plans.
3. We will meet and/or coordinate with City staff to receive input on the 65% Plans.
4. Coordinate with third parties as necessary for general coordination and permitting needs.
5. Coordinate with SCE for electrical service requirements/design requirements
6. Coordinate utility potholing activities. This includes development of a potholing location plan for
approval by City staff. Potholing can be performed either near the beginning or end of this Phase.
SECTION 5: SCOPE OF SERVICES
Proposal for: City of La Quinta – Washington Street and Avenue 50 Sidewalk Improvements
Section 5 - Page 3 of 4
Task 5 – 3rd Submittal (100%) Construction Documents
1. Prepare 100% design plans in accordance with the 65% Plan comments received.
2. We will submit the 100% Plans to City staff for review. The submittal will include hard copies of
full size (36x24) plan sets and electronic copies (PDFs) of the Plans.
3. We will meet and/or coordinate with City staff to receive input on the 100% Plans.
Task 6 – Final (Bid-Ready) Construction Documents
1. Prepare Final (bid-ready) design plans, specifications, and estimate of probable costs (PS&E’s) in
accordance with the 100% PS&E comments received.
2. We will submit the Final PS&E to City staff for their use in advertisement/bidding.
Task 7 – Bidding Phase Services
1. Attend Pre-Bid and Pre-Con meeting.
2. Assist City staff in responding in writing to any contractor’s Requests for Information (RFIs) during
bidding. We assume that a total of three (3) RFIs will be required.
3. Assist the City in the preparation of any addenda. We assume that up to two (2) addenda may
be required.
4. Assist the City in the evaluation of bids, including the preparation of bid tabulations.
Task 8 – Construction Phase Services
1. Assist City staff in responding in writing to any contractor’s questions (RFI’s) during construction.
We assume that a total of five (5) RFIs will be required.
2. Assist City staff in reviewing shop drawings, samples, equipment specifications, and other
submittals. We assume that approximately six (6) submittal reviews will be required.
Phase IV – As-Built Preparation
Task 9 – As-Built Preparation
1. Prepare final As-Built drawings incorporating any changes that occurred during construction.
2. We will submit one (1) full size (36x24) hard copy of the as-built drawings to the Project Manager
along with one (1) electronic copy on a CD. The CD will contain both PDF and AutoCAD versions
of the as-built plans.
SECTION 5: SCOPE OF SERVICES
Proposal for: City of La Quinta – Washington Street and Avenue 50 Sidewalk Improvements
Section 5 - Page 4 of 4
Quality Assurance/Control of Procedures
The following are quality control methods that will be implemented during this project:
Direct Project Management
The Project Manager, Mr. Phillip West, will be directly involved with this project. Instead of periodic
reviews and dictations to engineering staff, he will work alongside engineering staff to ensure the work
is done properly. All staff members have access to the same files and can edit as the needs arise without
things being “lost-in-translation”. This drastically reduces errors during the work process.
Maintain regular communication
We will strive to address all issues the first time, so that the issues do not have to be re-addressed down
the road, thus saving time and money. To accomplish this, we will apply the following procedures:
Important information will be made in writing via email in order to be accessible by all parties
throughout the duration of the project.
Strive for a high level of responsiveness and timeliness with all email and telephone
communication. Typically, we respond to all phone calls or emails within a few hours or less. This
reduces re-work if communication corrects a design issue that would have otherwise been
resolved improperly.
Quality Assurance/Control of Products
All work will go through a QA/QC process before submittal to the client to ensure minimal errors and
omissions and that all standards (e.g. CA MUTCD, Federal, State and City Standards, etc.) are met and
followed. We strive to have all projects reviewed by an experienced individual not directly involved in the
project, although general familiarity with the project and the client is desirable. During the QA/QC process,
Adobe PDF software is utilized to review documents as opposed to printing hard copies. Although this is
a “green” method, its primary function is to save time and to keep records of our quality control. This is
also important if any quarantines persist during this project. The review of the construction documents
shall focus on three key areas including: 1) quality of drafting, 2) quality of design, and 3) constructability.
SECTION 6: SCHEDULE
Proposal for: City of La Quinta – Washington Street and Avenue 50 Sidewalk Improvements
Section 6 - Page 1 of 1
Project Schedule
We have included our Project Schedule to complete the Final Contract Documents (Bid Ready) in MS
Project format subsequent to this Section. The schedule is based on an assumed project start date of
March 10, 2025 (on Page 9 of the RFP). Our schedule shows submittal of the Final Contract Documents
(Bid Ready) to the City by late July 2025, which is within five (5) months of the project start date.
ID Task NameDuration Start Finish1 Kickoff Meeting1 dayMon 3/10/25Mon 3/10/252Due Diligence21 daysMon 3/10/25Mon 4/7/253Obtain Data (City Data, Utility Company, etc.)4 wksTue 3/11/25Mon 4/7/254Site Walks1 dayMon 3/10/25Mon 3/10/255Required Field Work67 daysTue 3/11/25Wed 6/11/256Prepare Digital (AutoCAD) Base Maps w/ Field Survey4 wksTue 3/11/25Mon 4/7/257Geotechnical Analysis (Optional)2 wksThu 5/29/25Wed 6/11/258Preliminary Design22 daysTue 4/1/25Wed 4/30/25935% Design22 daysTue 4/1/25Wed 4/30/251035% Concept Plans4 wksTue 4/1/25Mon 4/28/251135% Concept Cost Estimate4 wksTue 4/1/25Mon 4/28/2512Review Meeting1 dayWed 4/30/25Wed 4/30/2513Final Engineering60 daysThu 5/1/25Wed 7/23/251465% Design35 daysThu 5/1/25Wed 6/18/251565% PS&E5 wksThu 5/1/25Wed 6/4/251665% Submittal & City Review (Plan Check)2 wksThu 6/5/25Wed 6/18/2517Utility Coordination2 wksThu 6/5/25Wed 6/18/2518100% Design20 daysThu 6/19/25Wed 7/16/2519100% PS&E3 wksThu 6/19/25Wed 7/9/2520100% Submittal & City Review (Plan Check)1 wkThu 7/10/25Wed 7/16/2521Final Design5 daysThu 7/17/25Wed 7/23/2522 Final (Bid-Ready) PS&E1 wkThu 7/17/25Wed 7/23/25Kickoff Meeting Mar 10Due Diligence21 days4 wks Obtain Data (City Data, Utility Company, etc.)Site WalksRequired Field Work67 days4 wks Prepare Digital (AutoCAD) Base Maps w/ Field Survey2 wks Geotechnical Analysis (Optional)Preliminary Design22 days35% Design22 days35% Concept Plans 4 wks35% Concept Cost Estimate 4 wksReview Meeting Apr 30Final Engineering60 days65% Design35 days65% PS&E5 wks65% Submittal & City Review (Plan Check) 2 wksUtility Coordination 2 wks100% Design20 days100% PS&E 3 wks100% Submittal & City Review (Plan Check) 1 wkFinal Design 5 days Final (Bid-Ready) PS&E 1 wk162329162330613202741118251815222961320273Feb '25Mar '25Apr '25May '25Jun '25Jul '25City of La Quinta Professional Design and Engineering Services for Washington Street Sidewalk Improvements and Avenue 50 Sidewalk Improvements
SECTION 7: DISCLOSURES
Proposal for: City of La Quinta – Washington Street and Avenue 50 Sidewalk Improvements
Section 7 - Page 1 of 1
Statement(s)
At this time, we have no objections to the terms or conditions of the RFP or to the City’s standard
agreement for professional services. We have no negative history of any alleged significant prior or
ongoing agreement failure or any civil or criminal litigation or investigation pending to disclosure. Our
insurance coverage meets or exceeds the minimum insurance requirements outlined in the City’s
agreement for professional services. A sample copy of our insurance certificate is shown below.
Resume
Phillip West, P.E., QSD/QSP
Principal/Project Manager
EDUCATION:
California State University,
Long Beach
B.S. Civil Engineering
REGISTRATION:
Registered Civil Engineer, California
No. 77453
Qualified SWPPP Developer (QSD)
Qualified SWPPP Practitioner (QSP)
Certificate No. 25034
OVERVIEW:
As Principal/President at West & Associates, Mr. West also serves as a Project Manager for all projects.
The entirety of Mr. West’s career has been solely focused on public clients, and he has served over sixty-
five (65) public agency clients throughout his career. His experience has been very diverse and involves
planning, design, construction management, field surveying, and even staffing augmentation. Most
importantly for this particular project, a good portion of Mr. West’s background involves street design
and/or construction management, including widening, medians, ADA Ramps, rehabilitation etc. A handful
of these projects have involved federal funding through Caltrans.
RELATED PROJECT EXPERIENCE
Mr. West has been involved with the related projects described below. These projects are only a portion
of Mr. West’s overall experience:
CITY OF SIERRA MADRE
Project management and engineering services for the City’s FY 2019-20, 2020-21, and 2022-23 Street
Rehabilitation Projects, as well as Construction management for the City’s FY 2021-22 Street
Rehabilitation Project. The projects involved pavement removal and replacement, grind and overlay,
slurry seal, removal of trees, curb and gutter replacement, sidewalk replacement, sidewalk repair,
driveway replacement, curb ramp replacement, restoration of pavement striping, and manhole
adjustment on several streets throughout the City.
Project management, engineering services, and construction administration services for the City’s Sierra
Madre Blvd Improvement Project (Sidewalk Extension Project). The project involved the design of
approximately 1,250 LF of water main replacement, concrete sidewalk extensions, new curb
ramps/bulbouts, various street improvements, pavement striping/markings, architectural/structural wall,
soil compaction testing for the water main, the design and inspection of three (3) curb ramps and eleven
(11) foundations for removable bollards along Sierra Madre Blvd.
CITY OF ALHAMBRA
Project management and engineering services for four (4) Street Rehabilitation Projects, FY 2020-21, FY
2021-22, FY 2022-23, and FY 2024-25. The projects involved pavement removal and replacement, grind
and overlay, slurry seal, removal of trees, curb and gutter replacement, sidewalk replacement, sidewalk
repair, driveway replacement, curb ramp replacement, restoration of pavement striping, and manhole
adjustments.
Project management and engineering services for the City’s 2024 CDBG ADA Ramps Project. The project
involves concrete curb ramp replacements, curb, gutter, & spandrel replacements, sidewalk
replacements, and some utility adjustments to grade to accommodate the ramps grade adjustments.
CITY OF HUNTINGTON PARK
Project management and engineering services for Phase IV of the City’s ATP project. The services first
included Project Approval & Environmental Design (PA&ED) work in preparation for the PS&E phase. The
services also included PS&E services for the completion of “complete streets” for six (6) streets, with a
pedestrian focus, including bicycle sharrows, curb bulbouts, continental crosswalks, striping
modifications, and signage. Overall, the project included roughly 45,000 feet of streets.
Resume
Project management and engineering services for Phase V of the City’s ATP project. The services included
Project Approval & Environmental Design (PA&ED) work in preparation for the solicitation of PS&E. The
PA&ED phase will lay the groundwork for the completion of “complete streets” for three (3) streets, with
a pedestrian focus, including HAWK signal beacons and “placemaking” islands.
CITY OF CHINO HILLS
Project management and engineering services for the Soquel Canyon Parkway pavement Rehabilitation –
Phase 2 project. The project involved the preparation of Plans, Specifications, and Cost Estimates (PS&E)
for the rehabilitation of approximately 350,000 SF of pavement with both City and Caltrans ROW. The
project also involved the replacement of twelve (12) curb ramps. Finally, the project also involved Caltrans
permitting for approval of the proposed street rehabilitation and concrete ramps. Recently, the City
selected West & Associates to provide engineering services for the City’s Eucalyptus Avenue Recycled
Water Line & Pavement Rehabilitation project.
CITY OF SOUTH EL MONTE
Project management and engineering services for Phase 5 of the City’s ATP project. The services included
PS&E services for the construction of pedestrian safety improvements Citywide. The project involves
twenty-three (23) intersections at signalized intersections and uncontrolled crossings near schools and
other major destinations. The intent of the project to construct/install crosswalk striping, curb ramps,
flashing beacons (overhead & RRFB), push buttons, countdown systems, speed radars, and signage in
order to enhance pedestrian safety.
CITY OF BELLFLOWER
Construction management services for the City’s Rehabilitation of Palo Verde Avenue Project. The project
involved grind and overlay, removal and replacement, curb and gutter work, ADA curb ramps, striping,
and traffic signal modifications. This project also involved Caltrans coordination for funding purposes.
CITY OF CULVER CITY
Engineering services for the City’s Washington Blvd. and Washington Pl. streetlight improvements project.
The project involved new streetlights in the City’s two main thoroughfares as well as some sidewalk, curb,
gutter, street, and ramp work. Project involved nearly 6,000 feet of street.
CITY OF MONTEBELLO
Recently provided project management services and construction inspection services for the City’s Beach
Street Pavement Rehabilitation and Storm Drain Replacement Project. The project involved removal and
replacement, grind and overlay, slurry seal, removal of trees, curb and gutter replacement, sidewalk
replacement, sidewalk repair, driveway replacement, curb ramp replacement, restoration of pavement
striping, and manhole adjustment on five separate streets in the City; as well as removal of the existing
12" CMP storm drain with 18" and 24" RCP class IV, 3 new manholes, 5 new catch basins with laterals, and
a connection to a 18" HDPE. The total length of Street Pavement Rehabilitation was 5,000 feet and Storm
Drain Replacement was 930 feet.
CITY OF IRVINE
Assisted with engineering services for the City’s Barranca Parkway Pavement Restoration Project. The
project involved rehabilitation of 10,000 ft. of Barranca Parkway, including grind & overlay, new driveway
ramps near the Broadcom building, re-grading of certain portions of street, striping, landscaping
adjustments, and adjustment of pedestrian curb ramps.
Engineering services for the City’s Culver-Alton & Culver-Main Intersection Improvements project. The
project involved re-configuring of a landscaped median, re-grading of a street intersection, re-configuring
of turn pocket islands, striping, landscaping adjustments, and adjustment of pedestrian curb ramps.
Resume
Nabil Henein, P.E.
QA/QC/Field Engineer/Inspector
EDUCATION:
Ain Shams University,
Cairo, Egypt
B.S. Civil Engineering
REGISTRATION:
Registered Civil Engineer, California
No. 40764
OVERVIEW:
Mr. Henein has over 42 years-experience in municipal civil engineering design and construction. He has
served as City Engineer or Public Works Director for several agencies throughout Southern California. Mr.
Henein has overseen a wide variety of projects including water, sewer, storm drain, streets, parks, and
grading.
RELATED PROJECT EXPERIENCE (CITY ENGINEER OR PUBLIC WORKS DIRECTOR)
Mr. Henein has served as City Engineer or Public Works Director for the following agencies:
City of Buena Park
City of Newport Beach
City of Lynwood
City of South El Monte
City of Montebello
RELATED PROJECT EXPERIENCE (OTHER AGENCY EXPERIENCE)
Mr. Henein has served as Principal, Senior, or Associate Engineer for the following agencies:
City of Montebello
City of Sierra Madre
City of Huntington Park
RECENT PROJECT EXPERIENCE
Mr. Henein has recently provided Inspection Services for the following projects:
CITY OF MONTEBELLO
Inspection services for the City’s Beach Street Pavement Rehabilitation Project. The project involves
removal and replacement, grind and overlay, slurry seal, removal of trees, curb and gutter replacement,
sidewalk replacement, sidewalk repair, driveway replacement, curb ramp replacement, restoration of
pavement striping, and manhole adjustment on five separate streets in the City. The total length of the
project was 5,000 feet.
CITY OF SIERRA MADRE
Inspection services for the City’s FY 2021-22 Street Rehabilitation Project. The project involved pavement
removal and replacement, grind and overlay, slurry seal, removal of trees, curb and gutter replacement,
sidewalk replacement, sidewalk repair, driveway replacement, curb ramp replacement, restoration of
pavement striping, and manhole adjustment on two separate streets in the City. The total length of the
project was 5,000 feet.
CITY OF HUNTINGTON PARK
Engineering and inspection services for the City’s NPDES Program. The services included analysis of the
City’s industrial and commercial properties, outreach to properties, inspection, reporting, and data
management. The project goals were to provide data reporting for compliance with the LA County
Municipal Separate Storm Sewer (MS4) Program, under oversight by the California Regional Water Quality
Control Board.
Resume
Jake Comer, P.E.
Civil Engineer
EDUCATION:
California State University, Long Beach
B.S. Civil Engineering
REGISTRATION:
Registered Civil Engineer, California No. 96586
CA-NV Certified Water Audit Validator
OVERVIEW:
Mr. Comer serves as an engineer for various projects, including street, water, sewer, and storm drain
projects. Mr. Comer has experience in hydrologic and hydraulic analyses, engineering design work with
both AutoCAD and MicroStation, field data collection, and GIS analyses. The majority of Mr. Comer’s
experience has been with public agencies.
RELATED PROJECT EXPERIENCE
Mr. Comer has been involved with the related projects described below and on the following page. These
projects are only a portion of Mr. Comer’s overall experience:
CITY OF HUNTINGTON PARK
Engineering services for the City’s ATP Cycle IV Project. The services first included Project Approval &
Environmental Design (PA&ED) work in preparation for the PS&E phase. The services also included PS&E
services for the completion of “complete streets” for six (6) streets, with a pedestrian focus, including
bicycle sharrows, curb bulbouts, continental crosswalks, striping modifications, and signage. Overall, the
project included roughly 45,000 feet of streets.
Engineering services for the City’s ATP Cycles V and VI Projects. The services included Project Approval &
Environmental Design (PA&ED) work in preparation for the solicitation of PS&E. The PA&ED phase for
Cycle V will lay the groundwork for the completion of “complete streets” for three (3) streets, with a
pedestrian focus, including HAWK beacons and “placemaking” islands. Cycle VI includes replacement of
3,266 feet of deficient sidewalk, replacement of 130 pedestrian curb ramps, installation of 170 continental
crosswalks, installation of ten (10) raised continental crosswalks, installation of two (2) HAWK beacons,
installation of ten (10) RRFBs, and other various pedestrian and bicyclist safety improvements.
ORANGE COUNTY FLOOD CONTROL DISTRICT
Project management and engineering services for Regional Bikeway/Riding and Hiking Trail along the
Lower Santa Ana River Channel. The services included PS&E for the construction of a decomposed granite
pedestrian/equestrian trail, asphalt concrete Class I bicycle path, masonry retaining wall, storm drain
inlets and outlets, and curb and gutter. The project involved managing two subconsultants, one for
structural design of the retaining wall and the other for bicycle path striping. Coordination with utility
providers within the project area and the US Army Corps of Engineers was also included.
CITY OF SOUTH EL MONTE
Project management and engineering services for Phase 5 of the City’s ATP project. The services included
PS&E for the construction of pedestrian safety improvements Citywide. The project involves twenty-three
(23) intersections at signalized intersections and uncontrolled crossings near schools and other major
destinations. The intent of the project to construct/install crosswalk striping, curb ramps, flashing beacons
(overhead & RRFB), push buttons, countdown systems, speed radars, and signage in order to enhance
pedestrian safety.
CITY OF ALHAMBRA
Engineering services for the City’s 2022 Alley Reconstruction Plan Project. The project involves full-depth
asphalt removal and replacement with concrete alleys at five (5) separate areas in the City. Currently, the
project is in Phase 1/Area C of the overall project.
Engineering services for the City’s last three Street Rehabilitation Projects, from FY 2020-21 through FY
2022-23. The projects involved pavement removal and replacement, grind and overlay, slurry seal,
removal of trees, curb and gutter replacement, sidewalk replacement, sidewalk repair, driveway
replacement, curb ramp replacement, restoration of pavement striping, and manhole adjustments.
Resume
Wonchul Lee, EIT
Engineer/Inspector
EDUCATION:
California State Polytechnic
University, Pomona
B.S. Civil Engineering, 2017
REGISTRATION:
Engineer-In-Training (EIT), Civil
OVERVIEW:
Mr. Lee has over five (5) years-experience in land development and public works engineering. He has
served as Project Engineer for several agencies throughout Southern California. Mr. Lee has experience
with a wide variety of projects including water, sewer, storm drain, streets, parks, and grading.
RECENT PROJECT EXPERIENCE
Mr. Lee has recently provided Engineering Services for the following projects:
CITY OF ALHAMBRA
Currently providing engineering services for the City’s 2022 Alley Reconstruction Plan Project. The project
involved full-depth asphalt removal and replacement with concrete alleys at five (5) separate areas in the
City. Currently, the project is in Phase 1/Area A of the overall project.
CITY OF CHINO
Engineering services for the Schaefer Avenue Sewer Main Replacement project. The project involved
replacing approximately 3,000 feet of 10-inch sewer main with 15-inch. The project also included
coordination with the Inland Empire Utilities Agency (IEUA) for connection to a 33-inch trunk sewer. The
project also included a sewer study which evaluated design alternatives and calculated sewer flows and
capacity of the existing and new main.
CITY OF HUNTINGTON PARK
Engineering services for Phase IV of the City’s ATP project. The services first included Project Approval &
Environmental Design (PA&ED) work in preparation for the PS&E phase. The services also included PS&E
services for the completion of “complete streets” for six (6) streets, with a pedestrian focus, including
bicycle sharrows, curb bulbouts, continental crosswalks, striping modifications, and signage. Overall, the
project included roughly 45,000 feet of streets.
Engineering and inspection services for the City’s NPDES Program. The services included analysis of the
City’s industrial and commercial properties, outreach to properties, inspection, reporting, and data
management. The project goals were to provide data reporting for compliance with the LA County
Municipal Separate Storm Sewer (MS4) Program, under oversight by the California Regional Water Quality
Control Board.
PAST RELATED PROJECT EXPERIENCE
In Mr. Lee’s past experience for other firms, he has provided engineering services for various projects for
the following agencies:
City of Los Angeles
City of Santa Monica
City of Long Beach
LA County of Public Works
City of Santa Monica
City of South Gate
Pershing Square Renovation
Ambrose Apartments – Affordable Housing Units
Resume
Stephen Williams
Engineer/Inspector
EDUCATION:
Penn State University,
B.S. Business (Org. Leadership)
OVERVIEW:
Mr. Williams provides engineering, drafting, surveying, and construction inspection services for West &
Associates. Prior to his experience in the water/wastewater industry, Mr. Williams had worked in the
manufacturing industry for about 10 years, wherein he supervised a team. His skills with the finer details
add to the precision of work for the project team. Mr. Williams has provided inspection services for three
(3) street improvement projects in the past three (3) years.
PROJECT EXPERIENCE
Mr. Williams has been involved with the related projects described below:
CITY OF CHINO HILLS
Recently provided engineering services for the Soquel Canyon Parkway pavement Rehabilitation – Phase
2 project. The project involved the preparation of Plans, Specifications, and Cost Estimates (PS&E) for the
rehabilitation of approximately 350,000 SF of pavement with both City and Caltrans ROW. The project
also involved the replacement of twelve (12) curb ramps. Finally, the project also involved Caltrans
permitting for approval of the proposed street rehabilitation and concrete ramps.
CITY OF ALHAMBRA
Engineering services for the City’s last three Street Rehabilitation Projects, from FY 2020-21 through FY
2022-23. The projects involved pavement removal and replacement, grind and overlay, slurry seal,
removal of trees, curb and gutter replacement, sidewalk replacement, sidewalk repair, driveway
replacement, curb ramp replacement, restoration of pavement striping, and manhole adjustments.
CITY OF SIERRA MADRE
Engineering services for the City’s FY 2019-20, 2020-21, and 2022-23 Street Rehabilitation Projects, as well
as Construction inspection for the City’s FY 2021-22 Street Rehabilitation Project. The projects involved
pavement removal and replacement, grind and overlay, slurry seal, removal of trees, curb and gutter
replacement, sidewalk replacement, sidewalk repair, driveway replacement, curb ramp replacement,
restoration of pavement striping, and manhole adjustment on several streets throughout the City.
Engineering and Construction Inspection services for the City’s Recreation Center Parking Lot
Improvements project. The project involved grind & overlay, removal of curb and gutter, removal of grass
parkway, removal of existing trees, construction of new parking spaces and curb islands, construction of
new sidewalk and curb ramps, replacement of driveways, and installation of new striping.
GOLDEN STATE WATER COMPANY
Project assistant services for GSWC’s Lawndale Area Water Main Replacements – Hawthorne Blvd Project,
including review of plans and minor adjustments to Design of Plans per Caltrans’ comments.
CITY OF RANCHO SANTA MARGARITA
Engineering services for the City’s Melinda Road Median Extension Project. The project involves extension
of an existing median in Melinda Road at Paseo Alegria near the 241-toll road. The project involves
removal of concrete curbs, stamped concrete, landscaping, striping, existing asphalt pavement, and traffic
signs, construction of new concrete curbs, construction of new stamped concrete, installation of new
asphalt pavement, grind and overlay of asphalt for smooth “feathered” transition for drainage, installation
of new project signs and posts, curb painting, and restoration of pavement striping.
Resume
Vahé Petrossian, P.E., S.E.
Structural Engineer
EDUCATION:
American University of Shiraz, Iran
B.S. Civil Engineering, 1978
American University of Shiraz, Iran
M.S. Earthquake Engineering, 1979
Registration:
Registered Civil Engineer, California,
C 042780
Registered Structural Engineer,
California, S 3421
OVERVIEW
Mr. Petrossian has known Mr. West for nearly 15 years and provides Structural Engineering for West &
Associates’ projects, as-needed. Mr. Petrossian has 40+ years of experience in structural engineering. His
experience includes design and analysis of office buildings, retaining structures, wind towers, solar
trackers, elevated tanks, ground supported reservoirs, pump stations, storm drain structures, and other
infrastructure facilities. Mr. Petrossian has been involved in a number of research projects and is an active
member of several Code writing committees. He has formulated and developed custom computer
programs for analysis and design of various structures. He has also conducted finite element analysis of
complex structures such as space frames and crossed braced elevated structures.
PROJECT EXPERIENCE
Mr. Petrossian has been involved with the projects described below:
CITY OF GLENDORA
Well building structural design services for the City’s New Well 14 at Willow Springs Park. The
improvements included site grading, a new well building, new discharge piping and valves, new electrical
& communication equipment (SCADA), site sewer & drainage improvements, and landscaping
improvements at the City’s Willow Springs Park.
CITY OF CAMARILLO
Design for replacement and renovation of the entire City sewer system including domestic and industrial
waste. Performed design of Structural supports, several overpasses, bridge hangers, trust blocks, and
junctions for gravity feed and forced main lines
CITY OF LA PALMA
Well building structural design services for the City’s Walker Well & City Yard Wells. The improvements
included well building expansion, modification of existing discharge piping & valves, addition of new on-
site sodium hypochlorite improvements, new sand separators, site drainage improvements, electrical
modifications, communication (SCADA) improvements, and grading.
CITY OF LYNWOOD
Well building structural design services for the City’s New Well 22 at Lynwood Park. The improvements
included drilling and development of a new well, site grading, a new well building, new perimeter CMU
block wall, sidewalk improvements, new discharge piping and valves, new on-site generator, new
electrical & communication equipment (SCADA), site sewer & drainage improvements, and landscaping
improvements at the City’s Lynwood Park.
CITY OF RIALTO
Well building structural design services for the City’s New Well 3A at the City’s easterly end (in an
undeveloped area). The improvements included site grading, a new well building, a new perimeter wall
(CMU block) new discharge piping and valves, new discharge pipeline (over 1,000 ft.) new electrical &
communication (SCADA) equipment, and site sewer & drainage improvements.
CITY OF SANTA ANA
Seismic strengthening of 1.0 MG elevated tank, constructed prior to 1920. Responsible for the design and
construction observation. The design included full implementation of the latest finite element methods.
Page 12 of 14
ATTACHMENT 2
INSURANCE REQUIREMENTS ACKNOWLEDGEMENT
Must be executed by proposer and submitted with the proposal
I, ________________________________________ (name) hereby acknowledge and confirm that
__________________________________ (name of company) has reviewed
the City’s indemnification and minimum insurance requirements as listed in Exhibits E and
F of the City’s Agreement for Contract Services (Attachment 1); and declare that insurance
certificates and endorsements verifying compliance will be provided if an agreement is awarded.
I am _________________________________ of ______________________________,
(Title) (Company)
Commercial General Liability (at least as broad as ISO CG 0001)
$1,000,000 (per occurrence); $2,000,000 (general aggregate)
Must include the following endorsements:
General Liability Additional Insured
General Liability Primary and Noncontributory
Commercial Auto Liability (at least as broad as ISO CA 0001)
$1,000,000 (per accident)
Personal Auto Declaration Page if applicable
Errors and Omissions Liability $1,000,000 (per claim and aggregate)
Worker’s Compensation (per statutory requirements)
Must include the following endorsements:
Worker’s Compensation Waiver of Subrogation
Worker’s Compensation Declaration of Sole Proprietor if applicable
Principal/President
West & Associates Engineering, Inc.
West & Associates Engineering, Inc.
Page 13 of 14
ATTACHMENT 3
NON-COLLUSION AFFIDAVIT FORM
Must be executed by proposer and submitted with the proposal
I, ________________________________________ (name) hereby declare as follows:
I am _________________________________ of ______________________________,
(Title) (Company)
the party making the foregoing proposal, that the proposal is not made in the interest of, or on behalf
of, any undisclosed person, partnership, company, association, organization, or corporation; that the
proposal is genuine and not collusive or sham; that the proposer has not directly or indirectly induced
or solicited any other proposer to put in a false or sham proposal, and has not directly or indirectly
colluded, conspired, connived, or agreed with any proposer or anyone else to put in a sham proposal,
or that anyone shall refrain from proposing; that the proposer has not in any manner, directly or
indirectly, sought by agreement, communication, or conference with anyone to fix the proposal price of
the proposer or any other proposer, or to fix any overhead, profit, or cost element of the proposal price,
or of that of any other proposer, or to secure any advantage against the public body awarding the
agreement of anyone interested in the proposed agreement; that all statements contained in the
proposal are true; and, further, that the proposer has not, directly or indirectly, submitted his or her
proposal price or any breakdown thereof, or the contents thereof, or divulged information or data relative
hereto, or paid, and will not pay, any fee to any corporation, partnership, company, association,
organization, proposal depository, or to any member or agent thereof to effectuate a collusive or sham
proposal.
I declare under penalty of perjury under the laws of the State of California that the foregoing is true and
correct.
Proposer Signature: __________________________________________________
Proposer Name: __________________________________________________
Proposer Title: __________________________________________________
Company Name: __________________________________________________
Address: __________________________________________________
Principal/President
West & Associates Engineering, Inc.
78 Anacapa Court, Foothill Ranch, CA 92610
Principal/President West & Associates Engineering, Inc.
Page 14 of 14
ATTACHMENT 4
ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA
Must be executed by proposer and submitted with the proposal;
If no addenda has been issued, mark “N/A” under Addendum No. indicating
Not Applicable and sign
ADDENDUM NO. SIGNATURE INDICATING RECEIPT
1 (Q&A)
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