HomeMy WebLinkAboutProposal Onward Engineering Proposal DesignREQUEST FOR
PROPOSAL
300 S. Harbor Blvd., Suite 814
Anaheim, CA 92805
(714) 533.3050 | www.oe-eng.com
DiAmOnD BAR
Public Works Department
FY 25/26 CIVIL ENGINEERING DESIGN SERVICES FOR:
RESIDENTIAL & COLLECTOR STREETS REHABILITATION, ARTERIAL STREETS REHABILITATION,
AND RESIDENTIAL NEIGHBORHOOD ADA CURB RAMPS IMPROVEMENT PROJECT
City Project No. SI261
City of Diamond Bar - Public Works Department
21810 Copley Dr, Diamond Bar, CA 91765 - phone: (760) 240-7000 x 7530
Onward Engineering | Design Smarter. Build BetterCiTy OF
City of Diamond Bar November 10th, 2025
Public Works Department
21810 Copley Dr,
Diamond Bar, CA 91765
Subject: FY 25/26 cIVIL eNGINeeRING DeSIGN SeRVIceS FOR:
ReSiDeNtiaL & cOLLectOR StReetS RehabiLitatiON, aRteRiaL StReetS RehabiLitatiON, aND ReSiDeNtiaL
NeiGhbORhOOD aDa cuRb RampS ImpROVemeNt pROject
Onward Engineering is honored to submit our proposal for the City’s FY 25/26 Civil Engineering Design Services. This
project is an opportunity to reconnect with a City that has played an important role in our history and whose streets and
neighborhoods we know exceptionally well.
For seven consecutive years, we partnered with the City of Diamond Bar to design and manage its annual residential
and arterial street rehabilitation program, covering over 100 miles of improvements across every pavement
management zone. That experience shaped a shared understanding of the City’s expectations and standards, giving
us a foundation of knowledge that translates directly into efficient, accurate design.
The City will be well served by a team that has successfully delivered its largest roadway programs in the past. Project
Manager Justin Smeets served as both Project Manager and Construction Manager on those prior rehabilitation
projects, coordinating closely with City staff and Caltrans to resolve constructability challenges and maintain schedule
integrity. Dayton, who served as Lead Engineer, brings hands-on experience from those same projects, having led field
work, design detailing, and plan preparation. Overseeing quality assurance, Chino Consunji adds the perspective of
a former Public Works Director and City Engineer with decades of experience delivering public infrastructure projects
across Southern California.
Since our previous partnership, Onward Engineering has evolved with the addition of a fully in-house surveying team
that enables rapid field verification, mapping, and design support. Combined with our use of the ClickUp project
management platform for transparent coordination and task tracking, this allows us to provide faster turnaround,
clearer communication, and greater accuracy in every PS&E package.
We recognize the importance of this program to Diamond Bar’s long-term maintenance strategy and believe our direct
project history uniquely positions us to help the City deliver its goals efficiently and confidently. We would be proud to
contribute once again to the City’s infrastructure success and to rebuild the trusted working relationship that made its
previous programs so effective.
We acknowledge receipt of Addendum #1, 2 & 3.
Thank you,
Majdi Ataya, PE
President, Onward Engineering
Onward Engineering
300 S. Harbor Blvd., Suite 814
Anaheim, CA 92805
(714) 533.3050 | www.oe-eng.com
Section A: Cover Letter
Onward Engineering | Design Smarter. Build Better.Request For Proposal, for the City of Diamond Bar, for the
FY 25/26 Civil Engineering Design Services, Project No. SI261 | 1
. cOVeR LetteRa
11/10/2025
11/10/2025
11/10/2025
pROject uNDeRStaNDiNG
The City of Diamond Bar is seeking Professional Engineering Consultant Services for the FY 25/26 Residential &
Collector Streets Rehabilitation, Arterial Streets Rehabilitation, and Residential Neighborhood ADA Curb
Ramps Improvement Project which consists of the following locations.
DeSiGN cOmpONeNtS
pROject WORkFLOW
• ADA ramp construction. • Curb, gutter, and sidewalk rehabilitation.
• Pavement rehabilitation. • Signing and striping enhancements.
• Slotted cross gutter replacement. • Utility appurtenance adjustments/relocations.
• Records Research – Review available as-built records from the City, as well as other data available from third-party
sources to assist in the preparation of the engineering design and construction plans.
• Utility Research – Identify all existing above ground and underground utilities and verify pertinent utility data (i.e. location,
size, depth, type, etc.). Notify all utility owners of planned construction and modify, relocate, or protect in place all utilities.
• Geotechnical Investigation – Conduct geotechnical investigations on the arterial and residential street rehabilitation
projects to verify the existing structural sections and subgrade soil conditions and provide recommendations for new pavement structural sections.
• Drone Mapping – Collect high resolution aerial photographs of the streets to enhance the accuracy of the base map features including site geometry and utility appurtenance locations.
• Topographic Survey – Conduct topographic surveys to document existing site features and elevations to facilitate the
development of the base map and vertical profiles.
• Site Evaluation - Conduct site evaluations to document the condition of existing infrastructure and verify utility
appurtenance locations. Identify design constraints based on site conditions.
• Utility Potholing (Optional) – Conduct utility potholing to ensure there are no conflicts with the existing underground
utilities and the proposed street improvements.
• Plans, Specifications, Estimates (PS&E) – Develop PS&Es that include the previously described design components.
• PS&E Quality Assurance/Quality Control (QA/QC) – Check plans, specifications, and estimates for accuracy and adherence to applicable state and federal standards.
• Encroachment Permits – Submit all required documentation, including construction plans and traffic control plans, to Caltrans, and other agencies to secure encroachment permits for proposed work within their right-of-way.
• Bid Assistance and Construction Support– Provide the necessary support to the City to execute the bid and construction phases of the projects.
Project No.Project Type Project Location Quantity/ Length
1 Curb Ramps Area 6 8 Ramps
2 Arterial
Brea Canyon Rd: Diamond Bar Blvd to Pathfinder Rd 6,600 Feet
Brea Canyon Rd: Pathfinder Rd to Washington Ave 8,600 Feet
Diamond Bar Blvd: SR-60 Off Ramp to City Limit 7,400 Feet
3 Curb Ramps Area 7 8 Ramps
4 Residential Area 5 60,000 Feet
5 Arterial Pathfinder Rd: Diamond Bar Blvd to City Limits 8,000 Feet
6 Curb Ramps Area 1 8 Ramps
7 Residential Area 6 61,000 Feet
8 Arterial Grand Ave: Diamond Bar Blvd to Lavender Dr 2,900 Feet
Diamond Bar Blvd: Clear Creek Canyon Dr to Golden Springs Dr 6,000 Feet
9 Arterial Temple Ave/Avenida Rancheros: Diamond Bar Blvd to City Limits 2,180 Feet
10 Arterial Diamond Bar Blvd: Pathfinder Rd to Fallow Field Dr 8,600 Feet
Brea Canyon Rd: Diamond Bar Blvd to City Limits 3,420 Feet
Projects 1 through 5 are considered part of the base bid while Projects 6 through 10 are optional projects which may
not be included in the contract.
Section B: Project Approach and Proposed Scope
Onward Engineering | Design Smarter. Build Better.Request For Proposal, for the City of Diamond Bar, for the
FY 25/26 Civil Engineering Design Services, Project No. SI261 | 2
. pROject appROach aND pROpOSeD ScOpeb
pROject appROach
Site evaluation
A review of available documentation and a detailed visual inspection of the site will be undertaken. The inspection will
include visual observations, photographs, and field measurements (i.e. design conflict, repair limits, dimensions, etc.).
All findings of the site evaluation will be geo-referenced on aerial photographs in a GIS map. Each design conflict will
have dimensions, street level photographs, or any other pertinent information linked to the map. If requested, OE will
provide the City with a link to the site evaluation data, which will also be transferred to the construction plan sheets.
.
Drone Mapping
The site assessment will be enhanced with the collection of high-resolution aerial photographs of the street
using our drone. Our team has four remote pilots licensed by the FAA to fly drones for commercial use. The aerial
photographs assist us in developing the base maps and plans by accurately recording site surface features, pavement
conditions, and street striping configurations, as well as providing us with highly detailed reference data that
cannot be achieved through traditional site evaluation methods. Additionally, the images collected are at a higher
resolution than images provided by other sources and are ideal for use in the preparation of exhibits. The image
below, collected for a previous project, demonstrates the level of detailed information that can be collected using
drone technology. The aerial photos collected are merged into a composite image in post-processing to create
complete street segments with very high levels of detail.
aSphaLt cRackINGaDa Ramp DetaIL
encroachMent perMitS
It is anticipated that encroachment permits will be required due to the proximity of construction activities or traffic
control setups to Caltrans rights-of-way. The street segments anticipated to encroach on State rights-of-way include:
Project No.Intersection Type of Encroachment
2
Brea Canyon Rd/Diamond Bar Blvd Traffic Control
Brea Canyon Rd/Pathfinder Rd Traffic Control
Brea Canyon Rd/SR-60 Construction
Diamond Bar Boulevard/SR-60 Off-Ramp Traffic Control
5 Pathfinder Rd/SR-57 Construction
9 Diamond Bar Blvd/SR-57 Construction
Section B: Project Approach and Proposed Scope
Request For Proposal, for the City of Diamond Bar, for the
FY 25/26 Civil Engineering Design Services, Project No. SI261 | 3
paveMent
The final determination of the extent of the rehabilitation to the pavement will be based on the following data sources:
• Cost-Benefit Analysis. • Discussions with the City.
• Review of the Pavement Management Plan. • Site evaluation findings.
• Geotechnical investigation results and recommendations.
If it is determined that full rehabilitation of the pavement is required, OE can assess the potential benefits of
incorporating alternative treatment methods into the design at the City’s request. The cost of incorporating these
treatments varies; however, they typically result in upfront cost savings in labor and material costs or long-term
savings by providing a street with service life comparable to one that has been reconstructed at a reduced price.
The following is a brief description of some methods that could be considered.
RECLAimED ASPhALT PAvEmEnT (RAP)
Options for recycling the material milled from the streets can be evaluated if there is sufficient surface area to be
rehabilitated for it to be economically viable. There are several methods that utilize RAP including hot recycling, hot
in-place recycling, cold in-place recycling, cold central plant recycling, and full depth reclamation. The determination
of which methods may be feasible for the project will depend on street geometry and structural section, project
logistics, and available construction budgets.
Studies have historically demonstrated that the inclusion of RAP in the pavement design results in a pavement of similar
or better quality than pavement constructed using conventional methods. Depending on the RAP method utilized,
cost savings can be realized by reducing the amount of new asphalt cement or binder used, transportation costs, and
disposal costs. Cold-mix methods can also result in reduced disruptions to traffic flow due to reduced curing times.
Utilizing RAP methods also demonstrates Environmental Stewardship by recycling non-renewable resources, reducing
waste to landfills, minimizing air emissions, and conserving energy.
FiBER REinFORCED ASPhALT
Fiber additives can be incorporated into full depth pavement layers, overlays, and slurry seals to improve the tensile
strength, crack resistance, and service life of the pavement. Fiber reinforced asphalt has been utilized on projects by
a growing number of Cities throughout Southern California. Cost savings can be realized by extending the pavement
life and by reducing the required pavement thicknesses, as compared to conventional asphalt mixes.
ASPhALT RUBBER CAPE SEAL (ARCS)
Asphalt rubber cape seal can be utilized in lieu of conventional cape seal or grind and overlay in some cases. While
conventional cape seals can last 6 to 8 years on streets with 1/8” to 1/4” alligator cracks, ARCS can increase the
pavement service life up to 15 years on roads with 3/8” to 1/2” alligator cracks. Additionally, ARCS is approximately
3-4 times less expensive than a 2” overlay.
curb raMpS
The City is requesting the assistance of the consultant to identify ramps for inclusion in each of the ADA curb ramp
projects. OE will discuss with the City what criteria they would like to consider when determining which ramps
should be included in the projects and will conduct a high-level assessment of all the ramps within the designated
areas to produce a preliminary list. Once the lists have been approved, OE will conduct a thorough field assessment
of the chosen ramps and gather measurements to provide to the contractor. Survey field data will be recorded on
field forms as shown in the attached exhibit.
Section B: Project Approach and Proposed Scope
Request For Proposal, for the City of Diamond Bar, for the
FY 25/26 Civil Engineering Design Services, Project No. SI261 | 4
The field data will be compiled into a spreadsheet
and provided to the contractor along with the plans.
Ramps will be identified on the plans with reference to a
Standard Plans for Public Works Construction (SPPWC)
detail with case and type.
If ramps are determined to be too complex for the
contractor to construct based on SPPWC details,
OE will seek approval from the City to redesign the
ramps as 3 -dimensional surfaces in Civil 3D to ensure
that the ADA slope and dimension requirements are
adhered to. Custom curb ramp details prepared for the
construction plans will include horizontal geometrics
and design elevations.
RAMP FIELD FORM SAMPLE
Curb ramps reconstructed where traffic signal poles are present should include the addition of 30” x 48” flat landings
adjacent to all pedestrian push button poles per the Public Right-of-Way Accessibility Guidelines (PROWAG).
Section B: Project Approach and Proposed Scope
Request For Proposal, for the City of Diamond Bar, for the
FY 25/26 Civil Engineering Design Services, Project No. SI261 | 5
If a ramp cannot be reconstructed to achieve complete ADA compliance due limiting site factors, the ramp will be
designed to be as compliant as possible, and a Curb Ramp Memo signed by a Professional Engineer will be prepared.
curb, gutter, anD SiDewalk
OE will conduct a detailed site evaluation to identify sections of curb, gutter, and sidewalk in need of repairs. At a
minimum, curb and gutter will be reconstructed where drainage is affected, and sidewalk will be replaced where not
in compliance with ADA requirements (i.e. heaved sidewalk panels, minimum path widths). Additional reconstruction
to replace sections where minor cracking or breakage has occurred could also be undertaken to improve aesthetics
and prevent further degradation that could affect ADA compliance, drainage, or public safety in the future.
Damage to pavement, curb, gutter, and sidewalks due to the infiltration of tree roots should also be addressed. Tree
roots under affected infrastructure to be reconstructed should be exposed and assessed by a licensed arborist
to determine if the roots can be removed without affecting the health of the tree. If safe to do so, the roots can be
trimmed, and a barrier can be installed to prevent the roots from re-infiltrating areas of concern.
croSS gutterS
Slotted cross gutters will be called out to be reconstructed per the Standard Plans for Public Works Construction
(SPPWC). Cross gutters will be tied into curb return BCRs and ECRs and a straight grade will be applied between
tie-in points to maximize drainage slopes.
coMplete StreetS
The arterial streets will be assessed for the feasibility of incorporating new or enhanced bike paths, parking lanes,
and other features per the City’s General Plan Circulation Element, Complete Streets policies and Caltrans standards.
coSt Saving MeaSureS
The following cost-saving measures can be incorporated into the scope of work unless directed otherwise by the City.
DROnE mAPPing
Drone mapping will be utilized to document existing site conditions and enhance base map accuracy, thus
reducing the amount of topographic survey and site evaluation documentation required.
Section B: Project Approach and Proposed Scope
Request For Proposal, for the City of Diamond Bar, for the
FY 25/26 Civil Engineering Design Services, Project No. SI261 | 6
PAvEmEnT EnginEERing
OE will assess the feasibility of utilizing alternative paving methods to reduce construction costs, reduce
maintenance costs, and/or extend the service life of the pavement.
STAnDARD RAmP DETAiLS
Ramps requiring reconstruction can be called out with references to SPPWC details. Individual ramp details are
labor intensive and can be limited to situations where complex site conditions require a custom design.
leSSonS learneD
The following is a description of some lessons learned on other projects of similar scope that can be applied
to this project to improve efficiency.
RECURREnT PROjECT mEETingS
It is recommended that progress meetings be conducted every two weeks or twice monthly between the City PM,
Consultant PM, and Consultant Design Engineer. These approximately 30-minute meetings conducted via video
conference or telephone allow the Consultant to give the City a brief update on the progress of the project and
to discuss new design approaches and challenges. This continuous engagement assists in keeping the project
on track to meet milestones and reduces the amount of time the City needs to spend reviewing the PS&E as
many of their comments and concerns will have already been addressed.
BASE mAP ACCURACy
To ensure that the base maps are accurate and complete, the site evaluation will be conducted once the drone
mapping, topographic survey data, and utility as-built information has been incorporated into the base maps to
verify that utility appurtenance locations and ownership are portrayed correctly.
ADhEREnCE TO BUDgET
Significant changes to the design can be costly and delay milestones, particularly on larger scale projects. Therefore,
the budget will be strictly adhered to throughout the design phase and all construction items will be quantified as
accurately as possible early in the design process to prevent scope creep.
ThiRD PARTy COmmUniCATiOn
Early and continuous communication with third parties will be critical to minimize delays to the project schedule.
OE will identify key personnel within organizations and provide complete design plans as early as feasible to
minimize review cycles.
ScOpe OF WORk
The following is our scope of work for design engineering services integrated with the site-specific tasks outlined in
the City’s Request for Proposal, to which no exceptions are taken.
phaSe 1
1 | meetiNGS (aLL pROjectS)
- Meeting Minutes and Agenda (Digital Copies) - Progress Reports (Digital Copies) - Project Schedule Updates (Digital Copies)
OE will coordinate and lead the following meetings:
• Kick-Off Meeting
• Bi-Weekly Progress Meetings (total varies by project)
• 30%, 60%, and 90% Plan Check Meetings (3 total)
2 | Data ReSeaRch aND ReVieW (aLL pROjectS)
- Copies of Existing Records (Digital Copies)
The OE team will compile and review all available records and documents from the City and other third-party
sources including:
• As-Built Plans/Atlas Maps (i.e. sewer, storm, water, traffic signals, utilities)
• Geotechnical Investigation Reports
• Pavement Management Plans
Section B: Project Approach and Proposed Scope
Request For Proposal, for the City of Diamond Bar, for the
FY 25/26 Civil Engineering Design Services, Project No. SI261 | 7
• Right-of-Way Record Maps and Assessor’s Parcel Maps
• Survey Data (i.e. topography, aerial photographs, centerlines, monuments, property boundaries)
3 | utiLitY ReSeaRch aND NOtiFicatiON (aLL pROjectS)
- Utility Contact Matrix (Digital Copy) - First, Second, and Final Utility Notices (Digital Copies)
- Utility Owner Correspondence and Records (Digital Copies)
The utility research and notification will consist of the following tasks:
• Compile a contact information list of potential utility owners utilizing City and DigAlert records.
• Prepare the first utility notice following kick-off meeting to inform utility owners of the upcoming project and
request information pertaining to their utilities such as verification of the sizes, depths, and locations of their
underground lines, facilities, and substructures within the project vicinity.
• Prepare the second utility notice following completion of 60% plans to provide utility owners with the plans
and prompt them to identify any revisions they require to the information related to their utilities. Additionally,
identify any utilities that require relocation.
• Prepare the final utility notice following completion of the 100% plans to provide utility owners with the final
plans, provide additional details regarding the upcoming construction activities, and provide final notice that
utilities must be relocated immediately if not already completed.
• Create a utility contact matrix to summarize utility owner contact information and track receipt of as-built information.
• Coordinate with utility owners as necessary to adjust or relocate underground utilities where conflicts exist.
4 | GeOtechNicaL INVeStiGatiON (pROjectS 2, 4, 5, 7-10)
- Geotechnical Investigation Report (Digital Copy)
A geotechnical investigation will be conducted by Noorzay Geotechnical Services. The boreholes will be spaced
at a frequency of approximately 1 borehole per 1,000 linear feet for arterial street projects and 1 borehole per
2,000 linear feet for residential street projects for the assessment of existing soil and pavement conditions
and recommendations for new pavement sections required. The scope of work is as follows:
• Prepare a borehole location plan
• Obtain a no fee encroachment permit from the City
• Mark utilities through Underground Service Alert (Digalert)
• Set up traffic control where warranted in accordance with the Watch Manual
• Perform a subsurface exploration program consisting of advancing to depths of approximately 2 to 5 feet
below grade or until refusal. The quantity of boreholes for each project is as follows:
- 21 boreholes for Project 2 - 30 boreholes for project 4
- 8 boreholes for Project 5 - 30 boreholes for Project 7
- 9 boreholes for Project 8 - 2 boreholes for Project 9
- 11 boreholes for Project 10
• Document existing soil conditions and pavement conditions
• Collect soil samples from each borehole location for laboratory analysis
• Backfill borehole locations with soil cuttings and cap with cold patch asphalt or fast setting concrete (where
pavement is present).
• Perform laboratory testing for subsurface explorations to classify the soils and characterize the engineering
properties of soils for pavement design. Laboratory tests will include: - R-Value
• Prepare a geotechnical investigation report that summarizes the existing soil and pavement conditions and
provides recommendations for new pavement structural sections.
Assumptions and Exclusions
• The geotechnical sub-consultant will be issued a no-fee permit for work within the City’s right-of-way
• Traffic indexes will be provided by the City
• No specialized drilling or coring rigs will be required to collect core samples or drill through hardened surfaces
such as concrete pavement, macadam pavement, coarse gravel, or cobblestones
• Backfilled boreholes will not require capping with hot-mix asphalt
• Additional boreholes, testing, and/or analysis may be required depending on the final approved design and
can be completed at an additional cost
Section B: Project Approach and Proposed Scope
Request For Proposal, for the City of Diamond Bar, for the
FY 25/26 Civil Engineering Design Services, Project No. SI261 | 8
phaSe 2
5 | Ramp LOcatiON DeteRmiNatiON (pROjectS 1, 3 aND 6)
- Ramp Location Lists (Digital Copies)
OE will conduct a high-level assessment of the existing ramps within the designated areas and compile a list
of 8 ramps for reconstruction in each area based on criteria agreed upon by the City.
6 | Ramp eVaLuatiON (pROjectS 1, 3, aND 6)
- Site evaluation notes and photos (digital copies)
OE will schedule a site inspection to evaluate the 8 curb ramps chosen for reconstruction in each area.
OE will record horizontal field measurements, ramp slopes and adjoining sidewalk slopes on the curb ramp
field forms. OE will also document utility appurtenances that may impact the designs and take photos of each
ramp and adjacent infrastructure.
7 | DRONe mappiNG (pROjectS 2, 4, 5, 7-10)
- Aerial Photographs (Digital Copies)
Aerial photographs will be taken of all streets using OE’s drone to document site features including street, curb, and
sidewalk configurations, pavement conditions and digout locations, utility appurtenance locations, and striping.
8 | tOpOGRaphic SuRVeY (pROjectS 2, 5, 8-10)
- Survey Data Files (Digital Copies) - Autocad Survey Base Map (Digital Copy)
A topographic survey will be conducted by OE for each arterial project and will include the following tasks:
• Establish horizontal control referencing the California Coordinate System of 1983 (CCS83) and vertical
control referencing the North American Vertical Datum 1988
• Survey centerline monuments and ties to establish centerline and right-of-way alignments
• Survey street cross sections at 50-foot intervals and other areas where low points are visible. The standard
cross-sectional data will consist of Right-of-Way, Back of Walk, Top of Curb, Flow Line, Lip of Gutter, and
Crown for both sides of the street
• Survey visible utility appurtenances within the street right-of-way
9 | baSe mapS (pROjectS 2, 4, 5, 7-10)
- Right-of-Way, Street, and Utility AutoCAD Base Maps (Digital Copies)
Base maps will be prepared for the residential projects just using aerial photographs while arterial projects will
utilize both drone maps and topographic survey data. The following base maps will be prepared for each arterial
and residential project:
• Centerline and ROW (utilizing GIS maps, tract maps)
• Existing street layout (utilizing topographic, survey, aerial photographs, field observations)
• Existing utilities layout (utilizing atlas maps, and as-built plans)
10 | Site eVaLuatiON (pROjectS 2, 4, 5, 7-10)
- Site Evaluation Notes and Photographs (Digital Copies)
OE will conduct a site evaluation of all arterial and residential projects following the preparation of the base maps
to gather the following information:
• Collect street level photographs of repair locations/design conflicts
• Identify proposed improvements
• Evaluate existing site conditions
• Verify records drawings and data
11 | 30% pLaNS aND eStimate (aLL pROjectS)
- 30% Plans and Estimates (Digital Copies)
30% design plans and construction cost estimates will be prepared that include the existing site features,
Section B: Project Approach and Proposed Scope
Request For Proposal, for the City of Diamond Bar, for the
FY 25/26 Civil Engineering Design Services, Project No. SI261 | 9
underground utilities, proposed improvements, and right-of-way impacts. The plans will be submitted to the City
for review and a plan check meeting will be coordinated to discuss any changes required to the design prior to
commencing with the 60% PS&E.
phaSe 3
12 | 60% pS&e (aLL pROjectS)
- 30% Submittal Review Comments/Responses and Red-lined Plans (Digital Copies) - 60% Plans (Digital Copy)
- 60% Specifications (Digital Copy) - 60% Cost Estimate (Digital Copy)
STREET IMPROVEMENT PLANS
OE will develop construction plans which will generally consist of pavement rehabilitation, curb, gutter, and
sidewalk repairs, cross gutter reconstruction, ADA curb ramp construction, utility adjustments, signing
replacement, and striping enhancements. The plans will be drafted using the City’s standard title block, notes,
and formatting, as well as conventional line styles. All plans will be developed using the latest AutoCAD Civil 3D.
Street Rehabilitation Plans are expected to include the following sheets and will be developed using the latest
AutoCAD Civil 3D software at the noted scales unless instructed otherwise by the City:
Plan Sheet Type Horizontal Scale Vertical Scale
Title Sheet N/A N/A
Street List (By Sheet)N/A N/A
Residential and Collector Street Plans 1” = 100’N/A
Residential and Collector Signing and Striping Plans Included on Street Plans
Arterial Street Plans and Profiles 1” = 20’1’ = 4’
Arterial Signing and Striping Plans 1” = 20’N/A
Cross-Gutter Reconstruction Included on Street Plans
Curb Ramp Plans are expected to include the following sheets and will be developed using the latest AutoCAD
Civil 3D software at the noted scales unless instructed otherwise by the City:
Plan Sheet Type Horizontal Scale Vertical Scale
Title Sheet N/A N/A
Ramp Location Map 1” = 400’N/A
Ramp Data Table N/A N/A
Designs will adhere to the latest editions of the governing standards for each design component which may include
the following:
Design Element
Americans with
Disabilities Act
Standards for
Accessible Design
Caltrans California
Manual on Uniform
Traffic Devices
Caltrans
Standard Plans
City of
Diamond Bar
Design Standards
Standard Plans
for Public Works
Construction
Street
Improvements X X
Concrete
Infrastructure
Improvements X X X
Signing and
Striping X X
SPECIFICATIONS
Development of the Specifications will include the following tasks:
• Acquire boilerplate templates from the City
• Update template text to include project specific information
• Update Project Bid Schedule to match cost estimate bid items and quantities
• Check that General Provisions and Special Provisions section numbering, and titles match the referenced
edition of the Standard Specifications for Public Works Construction (Greenbook)
• Add pay clauses to Special Provisions that match Project Bid Schedule
• Add any additional provisions requested by the City or deemed necessary due to the project design and construction
Section B: Project Approach and Proposed Scope
Request For Proposal, for the City of Diamond Bar, for the
FY 25/26 Civil Engineering Design Services, Project No. SI261 | 10
COST ESTIMATE
Development of the Cost Estimate will include the following tasks:
• Review cost templates provided by the City to verify typical bid items and descriptions
• Compile quantities based on measurements from plan sheets and the site evaluation spreadsheet
• Develop unit rate construction costs from recently awarded projects based on data from the following sources:
- PlanetBids - Bid summaries from recent City projects
- Bid summaries from recent OE projects - Caltrans Construction Cost Database
SUBMITTAL
Electronic copies of the plans, specifications, and cost estimates will be submitted to the City for review and
feedback. OE will coordinate a Plan Check Meeting with the City following completion of their review.
13 | tRaFFic cONtROL pL aNS (pROjectS 2, 5, aND 9)
- Traffic Control Plans (Digital and Hard Copies)
Traffic control plans will only be prepared for construction within the Caltrans right-of-way as is necessary to
acquire the encroachment permit. Preparation of the traffic control plans for the remainder of the project limits
will be included in the contractor’s scope of work as identified in the specifications. The plans will be prepared in
accordance with the latest edition of the Caltrans California Manual on Uniform Traffic Control Devices. Plans will
be submitted with the 60%, 90%, and 100% PS&Es for approval from the City.
Assumptions and Exclusions
• Traffic Control Plans for sections of the street outside of Caltrans jurisdiction will be prepared by the
construction contractor.
14 | caLtR aNS eNcROachmeNt peRmit (pROjectS 2, 5, aND 9)
- Caltrans Encroachment Permits (Digital and Hard Copies)
A Caltrans Encroachment Permit will be required due to construction activities on select streets included in Projects
2 , 5 , and 9 . OE will work with Caltrans throughout the design process to acquire an encroachment permit from Caltrans
District 7 prior to construction. An initial meeting will be arranged with Caltrans to discuss scheduling constraints
and subsequent meetings will be arranged as necessary to review the design plans and traffic control plans. The
final design plans and/or traffic control plans will be prepared in accordance with the Caltrans Standard Plans,
Highway Design Manual, and the Manual on Uniform Traffic Control Devices where required. If applicable, a Design
Exception Fact Sheet will be submitted to Caltrans for approval of any deviations from the Caltrans standards. A
final plan set, traffic control plans, Permit Engineering Evaluation Report (PEER), and Design Exception Fact Sheet
(if required) will be submitted to Caltrans to secure the encroachment permit.
15 | 90% pS&e (aLL pROjectS)
- 60% Submittal Review Comments/Responses and Red-lined Plans (Digital Copies) - 90% Plans (Digital Copy)
- 90% Specifications (Digital Copy) - 90% Cost Estimate (Digital Copy)
The 90% plans, specifications, and cost estimates will be prepared following the same processes described in the
60% submittal tasks.
16 | 100% pS&e (aLL pROjectS)
- 60% Submittal Review Comments/Responses and Red-lined Plans (digital copies)
- 100% Plans (Digital and Hard Copies – 24” x 36” Format, Signed and Stamped)
- 100% Specifications (Digital and Hard Copies)
- 100% Cost Estimates (Digital Copies)
- Complete PS&E Package (digital copies – USB Thumb Drive)
- AutoCAD and PDF Design Files (digital copies – USB Thumb Drive)
The 100% plans, specifications, and cost estimates will be prepared following the same processes described in
the 60% submittal tasks.
Section B: Project Approach and Proposed Scope
Request For Proposal, for the City of Diamond Bar, for the
FY 25/26 Civil Engineering Design Services, Project No. SI261 | 11
phaSe 4
17 | biD SuppORt (aLL pROjectS)
- Responses to Design Inquiries (Digital Copies) - Addenda (Digital Copies)
OE will provide the following ongoing support services during the bid phase:
• Prepare responses to Requests for Information (4 RFIs) • Prepare contract addenda (2 addenda)
18 | cONStRuctiON SuppORt (aLL pROjectS)
- Responses to Design Inquiries (Digital Copies) - Record Drawings (Digital Copies)
- Autocad and PDF Design Files (Digital Copies – USB thumb drive)
OE will provide the following ongoing support services during the construction phase:
• Conduct field inspections/field meetings as requested (4 total) • Respond to RFIs (4 RFIs)
• Review submittals (6 submittals) • Prepare record drawings
Revisions to the PS&E package or providing additional administrative support can be done at the City’s request
on a time and material basis using the hourly rates in our fee proposal. Additionally, we can provide full-service
construction management and inspection services upon City request.
OptiONaL taSkS
19 | utiLitY pOthOLiNG (peR DaY) (aLL pROjectS)
- Utility Potholing Report (Digital Copy)
Utility potholing will be conducted by Certerra. The number of potholes required cannot be determined
conclusively until utility as-builts have been overlaid on the preliminary design; therefore, a daily rate has
been provided that is equivalent to approximately 3 potholes to 15 feet below grade. The general scope of
work would be as follows:
• Mark borehole locations
• Obtain a no-fee encroachment permit from the City
• Call USA to mark utilities
• Provide traffic control in accordance with the MUTCD
• Advance potholes within the proposed locations to depths of 15 feet below grade
• Backfill potholes and finish surface with cold patch asphalt
• Prepare a Utility Pothole Report with a summary of pothole locations, utility diameters and depths, and soil
stratigraphy logs
Assumptions and Exclusions
• The cost provided is based on a single day of potholing. A total cost can be provided once the actual quantities
and locations of potholes have been determined.
20 | Ramp SuRVeY (peR Ramp) (pROjectS 1, 3, aND 6)
- Ramp Design Details (Included with Plan Submittals)
If the curb ramp projects require custom ramp details, a topographical survey of the ramps will be required.
The topography data would be gathered utilitizing a laser scanner.
21 | cuStOm Ramp DeSiGN DetaiLS (peR Ramp) (pROjectS 1-3, 5, 6, aND 8-10)
- Ramp Design Details (Included with Plan Submittals)
If the curb ramps are too complex for the contractor to construct based off SPPWC standard details, comprehensive
design details will be prepared. The ramp details will include horizontal geometry, design elevations, and utility
adjustments.
Section B: Project Approach and Proposed Scope
Request For Proposal, for the City of Diamond Bar, for the
FY 25/26 Civil Engineering Design Services, Project No. SI261 | 12
DESIgn EnginEERing QA/QC
Qa Quality Assurance is a proactive measure taken to verify that the systems and procedures OE has
put in place are in conformance with the City’s requirements and expectations. Achieving design
quality is the foundation for keeping costs under control during construction. By focusing
resources on producing quality design, QA provides a better return on investment. It must be
followed during all phases of project design. The most effective Construction Management (CM) approach should
begin during design because emphasizing design quality and design clarity is the surest way to minimize the amount
of change orders, claims and construction costs. The most effective and productive QA approach is focusing on
producing well-documented, well designed plans and specifications at a standard of high quality. This would mean it
must be Clear and understandable, Complete, Correct, Consistent, and Constructible (the “5 C’s”). The Contractor
receiving high quality plans would know exactly what to bid, keeping areas of interpretation to a minimum.
The requirement for public bidding provides additional incentive for the design engineering team to achieve both
quality and clarity in project plans and specifications. The primary goal in achieving the highest project quality is
obtained by implementing and maintaining both accuracy and consistency among the calculations, drawings,
specifications on all project documents.
gROUnD LEvEL
Drafting•Calculations•Document Formatting
Pm
LEvEL
Design
Compliance•Project Intent Compliance
QA
LEvEL
Completeness
of Document•Verify “Biddable” Plans
332211
ERROR MITIGATION
This three tiered review allows for error mitigation
on 3 separate levels of detail:
InITIAL
PEER
REvIEW
PROjECT
mAnAgER
REvIEW
QUALITy
ASSURAnCE
REvIEW
332211
pl AN REviEw
Our documents will go through 3 levels
of review prior to each submittal:
Plan checks will check that the plans meet the 5 C’s: Consistent, Clear, Correct, Constructible, and Complete.
Qc Quality Control means performing all activities in conformance with valid requirements, no matter
how large or small their overall contribution would be to the design process. Good CAD techniques,
attention to detail, and checking that plans are correct and useful to the contractor are also
essential to quality. Our project engineers and project managers recognize that quality is the
result of several processes. It requires a team to perform many appropriate activities at the right time during the plans
development process. Quality Control does not solely consist of a review after a product is completed. It is an approach
alongside an understanding that quality is a critical point of focus throughout every moment of the design process.
The design team follows OE’s established design policies, procedures, standards and guidelines in the preparation and
review of all design products for compliance and good engineering practice as directed by the Project QC Plan.
The elements of the QC Plan are as follows:
• pROject InForMation: Title | Number | Location | Description | Plan Scope | Plan Overview
• pROject SpecIFIcatIonS: PS&E | Industry Quality Standards | OE Quality Standards | Other Specifications
• pROceSS control: Quality Control Tasks Listing | Process Coordination | Process Communication
• aDDItIONaL Qc reQuIreMent: Client Specifications
• pROject organIZatIon: Key Personnel | Responsibilities | Authority
• cOmmuNIcatION planS: Chain Of Communication
• DeSIGN control: Design Plan | Design Reviews
• SubcONSuLtaNt QualIFIcatIonS: Sub Prequalifications | Testing Lab Qualification
• cONtROL oF nonconForMItY: Identifying | Recording | Reporting
• pROject cloSe-out: Closeout Checklist | Closeout Report | Lessons Learned
Section B: Project Approach and Proposed Scope
Onward Engineering | Design Smarter. Build Better.Request For Proposal, for the City of Diamond Bar, for the
FY 25/26 Civil Engineering Design Services, Project No. SI261 | 13
pROject cONtROLS
Effective project controls are essential for managing and delivering successful projects. At OE, our project controls
framework encompasses a range of activities and processes designed to ensure that projects are completed on time,
within budget, and to the required quality standards. Below are the key components of our project controls approach.
DeSign kick-oFF Meeting & project MeetingS
The kickoff meeting is a critical first step in setting the stage for a successful project. During this meeting, we:
• Establish project goals and objectives as well as any technical requirements.
• Define roles and responsibilities.
• Review the project schedule and milestones.
• Discuss potential risks and mitigation strategies.
• Set expectations for communication and collaboration.
Regular project meetings are held to monitor progress, address any issues, and keep all stakeholders informed. These
meetings facilitate open communication, ensuring that everyone is aligned and working towards the same goals.
ScheDule control
Monitoring the project schedule is vital to identify any delays early and take corrective actions. Our approach includes:
• Regularly updating the project schedule. • Comparing planned progress with actual progress.
• Identifying the root causes of any slippage. • Implementing corrective measures to get the project back on track.
We hold two internal meetings weekly: one for status updates and the other for resource allocation. These meetings
help us stay aligned, address any emerging issues promptly, and ensure that resources are used effectively to
keep the project on track.
EARnED vALUE & PLAnnED vALUE REPORTing
To support this process, we prepare Earned Value (EV) Reports and Planned Value (PV) Reports on a monthly basis.
These reports help us:
• Assess the “Health of Schedule” by comparing the value of work planned (PV) to the value of work actually completed (EV).
• Proactively identify schedule variances and areas that may require corrective action.
• Provide transparency and insight into project progress for all stakeholders.
By proactively tracking schedule slippage and using EV and PV reports, we minimize delays and keep the project
moving forward.
AgiLE PROjECT mAnAgEmEnT
We also use ClickUp to monitor and track workload and resources. ClickUp enables us to manage tasks, allocate
resources efficiently, and monitor project progress in real-time. Various views within ClickUp help us manage different
phases of the project, such as utility notifications and research. It also supports views like Task List, Gantt Chart,
and Kanban Boards. This tool supports our Agile Project Management (PM) practices by allowing us to:
Section B: Project Approach and Proposed Scope
Onward Engineering | Design Smarter. Build Better.Request For Proposal, for the City of Diamond Bar, for the
FY 25/26 Civil Engineering Design Services, Project No. SI261 | 14
• Break down projects into manageable tasks, sub-tasks and checklists.
• Adjust priorities dynamically based on project needs.
• Facilitate collaboration and communication among team members.
StatuS upDate reportS
OE provides comprehensive status update reports to keep all stakeholders informed about the project’s progress.
These reports include:
• A summary of completed tasks and milestones.
• An overview of upcoming activities.
• Identification of any issues or risks.
• Recommendations for corrective actions.
• Updated project timelines and forecasts.
• Access to ClickUp for real-time collaboration with the City.
• Inclusion of Earned Value (EV) and Planned Value (PV) reports for transparent progress tracking.
These reports ensure transparency and enable informed decision-making.
DocuMent control
Proper document control is essential for maintaining project integrity and ensuring that all project documents are
accurate and accessible. Our document control practices include:
• Utilizing Box Enterprise as our document management system.
• Operating on a HIPAA-certified, enterprise-grade, cloud filing system.
• Mapping all of the City’s standards, folder structures, templates, and document formats for implementation.
• Storing all documents on our cloud-based Box Enterprise account.
• Allowing secure, remote access and review of our entire filing system by City staff.
• Ensuring compliance with project requirements and Caltrans’ LAPM filing requirements.
• Enabling City staff to select passwords for access to view, upload, or download any project files (e.g., PS&E,
schedules, utility logs, field observations, daily reports, photo diaries) without changing the City’s existing IT framework.
• Providing flexible access to project files from anywhere and on any device, and enabling access to select files
for other collaborators.
Effective document control helps prevent misunderstandings and ensures that everyone is working with the
latest information.
coSt control
One of our core corporate philosophies is honesty and transparency, and costs and budgeting are no exception.
Our cost control measures include:
• Using advanced financial software to prepare invoices and reports.
• Allowing the City to request billing statements at any time during the billing cycle.
• Providing real-time reports of hours and expenses, enabling the City to easily compare proposed resources to
resources used and/or remaining.
• Ensuring the budget is reliable and accurate, and falls within the City’s allotted budget.
• Demonstrating flexibility in reducing project costs or staying within the budget.
Section B: Project Approach and Proposed Scope
Request For Proposal, for the City of Diamond Bar, for the
FY 25/26 Civil Engineering Design Services, Project No. SI261 | 15
At Onward Engineering (OE), our mission is to set a new standard of excellence in consulting
services for our clients, ultimately enhancing the quality of life in the communities we serve.
mISSION StatemeNt
Incorporated Year 2004
as a “c” Corporation in
the state of CA. 21 Years
in business 38 Employees
DeSIGN Engineering
pROject Management
cONStRuctION Management
StaFF Augmentation
pLaN Check
cONStRuctION Inspection
SuRVeYiNG
California Secretary of
State business entity
number: C2640309
FiRm DetaiLS
pROFeSSiONaL
SeRVIceS FiRm hIStORY
Onward Engineering
300 S. Harbor Blvd.
Suite 814, Anaheim, CA 92805
(714) 533.3050 | mataya@oe-eng.com
LeGaL Name &
aDDReSS
FiRm expeRieNce
FiRm pROFiLe
DiamOND baR 7-yEAR AnnUAL RESiDEnTiAL REhABiLiTATiOn PROjECT
OE provided Construction Management and Design Engineering services to the City of Diamond Bar on their
annual arterial and residential roadway maintenance projects for an annual period of 7 years. Years 2010 and
2011 were awarded as separate contracts. The City awarded OE an additional 3-year contract for 2012–2014. In
2015, the City of Diamond Bar awarded OE yet another annual rehabilitation project. The project sizes and costs
were: 2010: 11.8 miles of arterial & residential streets ($908 K), 2011: 19 miles of arterial & residential streets
($1.8 M), 2012: 10 miles of arterial & residential streets ($1.1 M), 2013: 13 miles of arterial & residential streets
($1.3 M), 2014: 14.5 miles of residential, arterial & collector streets ($1.8 M), 2015: 14 miles of residential, arterial
& collector streets ($1.75 M) and 2016/2017: 16.6 miles of residential and collector streets ($1.58 million). The
general scope of work for each year’s project included localized R&R patching, grind and overlay, cape and slurry
seal, traffic loops, traffic striping, and required heavy traffic phasing and traffic control review. OE assisted
the City through the project bidding phase, developing text and stipulations for the bid package to ensure
contractor availability during the desired working months. Due to the proximity to freeways, OE also coordinated
with Caltrans to obtain encroachment permits for the City for four of the projects, which was essential.
Sta N t ON Fy23-24 CiTy WiDE STREETS & ALLEyS RESURFACing PROgRAm
The City of Stanton engaged OE to provide professional design engineering services for the FY 23/24 Citywide
Streets and Alleys Resurfacing Project. This project aimed to rehabilitate approximately 8,341 linear feet (1.58
miles) of streets across the city, enhancing the overall roadway infrastructure to improve safety and driving
conditions for residents and visitors alike. In addition to the street resurfacing, the project included extensive
parkway enhancements, along with concrete improvements such as sidewalk upgrades, ADA-compliant ramps,
driveway reconstructions, and curb and gutter improvements. These comprehensive efforts were designed to
ensure long-term durability and significantly improved mobility and accessibility throughout the City’s roadways.
•Reference: Han Sol Yoo, Civil Engineer - (714) 890-4204 - hyoo@stantonca.gov - 7800 Katella Ave, Stanton, CA. 90680
•Date of the project: August, 2023 - January, 2024 •Status of the project: Completed - Contract Amount: $105K
Section C: Experience and Qualifications
Onward Engineering | Design Smarter. Build Better.| 16Request For Proposal, for the City of Diamond Bar, for the
FY 25/26 Civil Engineering Design Services, Project No. SI261
. expeRieNce aND QuaLiFicatiONSc
N ORWa L k LOCAL RESiDEnTiAL STREETS REhABiLiTATiOn, ZOnE 19, PhASE II PROjECT
OE provided design engineering and construction management services on phase 2 for the City of Norwalk’s
Local Residential Streets Rehabilitation, Zone 19 Project. The pavement management zone limits were bound
by Stranstead Avenue to the west, Priscila Street to the north, Shoemaker Avenue to the east, and Rosecrans
Avenue to the south, containing approximately 37,500 linear feet (7.1 miles) of local road surface that was
slated for rehabilitation. The project was split into two phases: Phase A for concrete work, and Phase B for
asphalt work, with the objective of improving the PCI for residential streets, extending the useful roadway
life to at least 20 years, improving drainage, upgrading to safer and easier ride quality streets with greater
pedestrian access, minimizing future maintenance costs and enhancing aesthetics. The scope called for the
development of PS&E to include a total of 94 ADA curb ramps and 8 slotted cross gutters, along with driveway
apron construction, utility appurtenance adjustments and relocation, and signing and striping replacement.
Also for this project, OE utilized its state-of-the-art high-speed 3D point cloud laser scanner to conduct
surveys of approximately 60 existing centerline monuments for preservation.
•Reference: Raymond Velasco, Principal Civil Engineer - (562)-929-5723 - rvelasco@norwalkca.gov - 12700 Norwalk
Boulevard, Norwalk, CA 90650 •Date of the project: 2022 •Status of the project: Completed
LYNWOOD Fy 2025 AnnUAL STREET ImPROvEmEnT PROjECT
OE provided professional design engineering services for the FY 2025 Annual Street Improvement Project in the
City of Lynwood. This project included street rehabilitation to various segments of 108th Street: 2 segments from
Alameda St. to Santa Fe Avenue; Thorson Avenue: 5 segments from E.O.P to Carlin Avenue; Sampson Avenue:
2 segments from Abbott Road to Imperial Highway; and Josephine Street: 2 segments from Virginia Avenue to
Duncan Avenue. The work included pavement section replacement, signage, striping, ADA and driveway design,
and a geotechnical report. OE conducted a topographic survey and collected data that included site topography,
drone aerial photographs of utility appurtenances and striping, centerlines, monuments, property boundaries,
and cross-sectional data consisting of right-of-way, back of walk, top of curb, flow line, gutter lip, and crown.
•Reference: Jorge Paz - (310)-603-0220 x841 - jpaz@lynwoodca.gov - 11330 Bullis Road, Lynwood, CA 90262
•Date of the project: Sept, 2024 - December, 2024 •Status of the project: Completed
GLeNDaLe Fy 2023-24 PAvEmEnT mAnAgEmEnT PROgRAm ImPLEmEnTATiOn PROjECT
OE provided Design Engineering services to the City of Glendale on the Fiscal Year 2023 to 2024 Pavement
Management Program Implementation Project. The purpose of this project was to rehabilitate approximately
48,650 linear feet (9.2 miles) of street, a total of 60 streets in all. OE was tasked with providing designs for
pavement resurfacing and reconstruction; curb, gutter and sidewalk repairs at 9 separate locations; a total
of 124 ADA curb ramps and driveways construction; catch basin enhancements; bus stop improvements and
relocations; sewer point repairs; tree well installation and tree planting; utility appurtenance adjustments and
relocations; signing and striping; and surveying well monument installations and replacements. Additional work
included sewer video inspection to identify sewer defects and preparing sanitary sewer plans for repairs that
included point repairs, and sectional and full-length slip lining, along with Traffic Control plans. OE also acquired
no-fee permits for ground distrubance work within the City’s right-of-way.
•Reference: Yazdan T. Emrani, PE, Director of Public Works - (818) 548-3950 - yemrani@glendaleca.gov 633 E. Broadway
Street, Suite 209, Glendale, CA 91206 •Date of the project: October 2023 - June 2024 •Status of the project: Completed
RaNchO cucamONGa Fy 2017 TO Fy2020 - 292 UniQUE ADA ACCESS RAmPS DESignS
OE provided Design services to the City of Rancho Cucamonga for the FY 2017 to FY 2020 292 ADA Access Ramp
Projects. The 2017 project included approximately 125 ADA ramps which required custom designs for each ramp.
43 additional ramps were added by the City. The 2018 project included approximately 112 ADA ramps which
required custom designs for each ramp. 15 additional ramps were added by the City. The 2019 project included
approximately 55 ADA ramps which required custom designs for each ramp. The work on these ramps and projects
was completed on an expedited schedule and with short turnaround times.
•Reference: Romeo David, PE, Associate Civil Engineer - (909)477-2740 x4070 - romeo.david@cityofrc.us
10500 Civic Center Dr., Rancho Cucamonga, CA 91729 •Date of the project: 2017 - February, 2020 •Status of the project:
Completed - Contract Amount: $500,000.00
LONG beach CiTy WiDE ADA CURB RAmPS & PATh OF TRAvEL PEDESTRiAn ACCESSiBiLiTy ImPROvEmEnT
OE is providing Design Engineering services to the City of Long Beach involving Citywide ADA Curb Ramps and
Path of Travel Pedestrian Accessibility Improvements. The objective of the project was to design and construct
at least 20,000 new ADA compliant curb ramps over the next 20 years in accordance with current State and
Federal accessibility codes and standards. The project was to complete 1,000 of those ramps deemed most
Section C: Experience and Qualifications
| 17Request For Proposal, for the City of Diamond Bar, for the
FY 25/26 Civil Engineering Design Services, Project No. SI261
critical for accessibility. OE’s team utilized AutoCAD Civil 3D on 3D surfaces for the designs in compliance
with the Long Beach Standard Plan No. 122 in order to satisfy the maximum allowable slopes dictated in the
most current version of Caltrans Standard Plan A88A, and had to consider other accessibility standards due to
occasional unavailability of a suitable ramp case and type. The project work entailed the preparation of detailed
individual curb ramp construction plans with the inclusion of horizontal geometrics, design elevations and
dimensions, and utility appurtenance adjustments and relocat+B814ions, along with concrete infrastructure
such as curb, gutter, cross-gutters, and sidewalk. The necessary reconstruction was incorporated in order
to accommodate the new curb ramps, meet accessibility requirements, and maintain drainage. Additional
design elements required consideration, which involved constructing 32”x54” size flat landings next to each
pedestrian push-button at signalized intersections and installing guardrails where retaining curbs adjoined
walkable hard surfaces. Due to the large volume of ramps reconstructed each year, small batches of design
details and construction of the ramps were provided to the City at regular intervals through-out a continuous
process, with City submittals made on a monthly basis at a scaled frequency and quality.
•Reference: Keith Hoey, PE, Senior Civil Engineer - (562) 570-6586 - keith.hoey@longbeach.gov - 411 West Ocean
Boulevard, 5th Floor, Long Beach, CA. 90802 •Date of the project: 2019 •Status of the project: Ongoing
aNaheim BROADWAy AnD mAnChESTER AvEnUE REhABiLiTATiOn PROjECTS
OE provided full design engineering services to the City of Anaheim for the Broadway from Euclid Street to Harbor Boulevard
and Manchester Avenue from South City Limit to Anaheim Boulevard Street Rehabilitation Projects. The project included
rehabilitating approximately 7,000 linear feet (1.3 miles) of Broadway and 7,000 linear feet (1.3 miles) of Manchester
Avenue. The project also included designing 27 curb ramps that were non-compliant and 76 driveways.
•Reference: Megan Hajimomen, Associate Civil Engineer - (714) 765-5100 x5818 - mhajimomen@anaheim.net - 7200
S. Anaheim Blvd, Suite 276Anaheim, CA 92805 •Date of the project: 2024 •Status of the project: Completed •Project
Team: QA/QC Manager: Majdi Ataya - Project Manager: Chino Consunji - Project Engineers: Ryan Dennis, Dayton Lowe,
Eric Urso, Jason To, David Loria, Henry Lu & Leonard Phung. - Contract Amount: $448,600
Lake FOReSt LAkE FOREST DRivE RESURFACing, FROm BAkE PARkWAy TO I-5 FREEWAy
OE was awarded this project to prepare full design plans, specifications and estimates (PS&E) for this roadway
resurfacing project located at Lake Forest Drive, between Bake Parkway and the I-5 freeway. The project design
plans were to be phased in order for the construction to be distributed into three phases as funding permitted.
Along the approximately 5.5 mile stretch of road within the project limits, the phases required the construction
of 152 ADA ramps and 22 ADA driveways in total and 7,105 linear feet of median curb height construction, along
with the construction of bus pads, curb gutter and sidewalk repairs, and signing and striping replacement.
The main objective is to improve the PCI of the street segments following our team’s professional assessment of
the existing pavement conditions in order to extend the street service life, improve safety by upgrading to safer
streets with better ride quality and pedestrian access, minimize future maintenance costs and enhance aesthetics.
This project is funded through Measure M2, SB1 and Infrastructure Reserves Funds.
•Reference: Dennis Jue, Deputy City Engineer - (949) 461-3488 - djue@lakeforestca.gov - 100 Civic Center Drive, Lake
Forest, CA 92630 •Date of the project: 2021 - 2023 •Status of the project: Completed •Project Team: QA/QC Manager:
Majdi Ataya - Project Manager: Justin Smeets - Project Engineers: Ryan Dennis, Dayton Lowe, Eric Urso, Jason To,
David Loria, Henry Lu & Leonard Phung. - Contract Amount: $514,135
FOuNtaiN VaLLeY ARTERiAL STREET ImPROvEmEnT PROjECT
Onward Engineering (OE) provided design engineering for the Arterial Street Improvement Project in the City
of Fountain Valley. This project focused on the rehabilitation of critical arterial roadways, enhancing safety and
mobility for both residents and visitors. The project included Ellis Avenue from Brookhurst Street to Ward Street,
approximately 2,600 linear feet; Ward Street from Apache River Avenue to Ellis Avenue, approximately 1,140
linear feet; Newhope Street from Edinger Avenue to Heil Avenue, approximately 2,600 linear feet; and Slater
Avenue from Brookhurst Street to Ward Street, approximately 2,600 linear feet. In total, the project covered
approximately 8,940 linear feet of roadway improvements. The scope of work featured a combination of a 3-inch
grind with ARHM overlay, including a leveling course, Type II slurry, and extensive concrete improvements.
These enhancements included sidewalk upgrades, ADA-compliant ramps, driveway reconstructions, and curb
and gutter improvements, all designed to ensure long-lasting durability and significantly improved driving
conditions on these vital thoroughfares.
•Reference: Ryan Damon, Assistant Engineer - (714) 593-4443 - ryan.damon@fountainvalley.gov 10200 Slater Avenue,
Fountain Valley, CA. 92708 •Date of the project: July, 2024 - January, 2025 •Status of the project: Completed
Section C: Experience and Qualifications
| 18Request For Proposal, for the City of Diamond Bar, for the
FY 25/26 Civil Engineering Design Services, Project No. SI261
WhittieR Fy 2022-23 AnnUAL PAvEmEnT REhABiLiTATiOn PROjECT, PhASES 1-4
OE provided the City of Whittier with Engineering Design services through 4 phases of their Annual Pavement
Rehabilitation Project. The project purpose was to rehabilitate approximately 49,000 linear feet (9.3 miles) of
46 streets with a variety of slurry and cape seal, and grind and overlay in order to achieve an extended pavement
service life while minimizing future maintenance needs, improve safety and enhance aesthetics. The required
work involved pavement, curb, gutter and sidewalk repair and rehabilitation, reconstructing 62 ADA curb ramps
(52 with missing truncated domes), replacing 9 cross gutters, utility appurtenance adjusting and relocating,
and signing and striping. The project also required Caltrans Encroachment Permits for streets around Whittier
Boulevard, and permits for the Union Pacific Railroad (UPRR) due to street proximity to the right-of-way on
the southwest end. OE’s in-house Laser Scanner was utilized to capture visible indications of surface utilities,
trees, utility poles, luminaries, fencing, walls, sidewalks, hardscape, signs, and edge of pavement lying within
the ramp locations, as well as lip of gutter, flow-line, top of curb, and back of walk elevations were documented.
The survey also extended beyond the ramp’s BCRs/ECRs to ensure proper tie-in to the existing infrastructure.
•Reference: Michelle Chapman, PE, Senior Civil Engineer - (562) 567-9500 - mchapman@cityofwhittier.org 13230 Penn
Street, Whittier, California 90602 •Date of the project: August, 2022 - February, 2023 •Status of the project: Completed
IRViNe IRvinE CEnTER DRivE PAvEmEnT REhABiLiTATiOn PROjECT
OE provided design engineering and construction support services to rehabilitate 1.5 miles of this 6-lane arterial
and major thoroughfare in Irvine. The project spanned Irvine Center Drive, from Jeffrey Road to Culver Drive,
and the design phase included stretches of full-depth reconstruction combined with a grind and overlay of the
entire roadway, 6,300 SF of sidewalk, 15,800 LF of median curb, 136 traffic loops, 30,000 SF of landscaping and
irrigation, and upgrading ramps to meet ADA compliance. Plans included full plan and profile view, striping and
signing plans, traffic control, phasing plans, landscaping plans, construction specifications, and engineer’s
estimate. OE was required to submit draft plans to utility agencies to ensure conflicts were not encountered during
construction. Along with the design, OE also provided construction support services, including responding to
RFIs, attending meetings, providing assistance related to change orders, and reviewing contractor’s submittals
for conformance with contract documents. OE prepared as-built documentation in accordance with the City
of Irvine standards.
•Reference: Kal Lambaz, Project Manager - (714) 765-6935 - klambaz@anaheim.net - 200 S Anaheim Blvd,
Anaheim, CA 92805 •Status of the project: Completed
LaGuNa NiGueL nigUEL ROAD STREET REhABiLiTATiOn
OE provided the City of Laguna Niguel with Project Engineering services for the Niguel Road Street Rehabilitation
and ADA Improvement Project. The project consisted of rehabilitating an approximately 1.93 mile (10,200-foot)
section of Niguel Road that extends from Alta Tera to Marina Hills Drive. Niguel Road from Highland Avenue
to Marina Hills Drive (8,450 linear feet) is an arterial street with two lanes of traffic in either direction, raised
center medians, centerline striping, left and right-turn pockets, and bike lanes. Niguel Road from Alta Terra
to Highland Avenue is a residential collector street (1,750-feet) with one lane of traffic in both directions. A
major part of this project involved the full design of the 64 ramps for the nearly 2 mile stretch hilly roadway.
Parking was prohibited on the street except on the north side of Niguel Road from Alta Terra to Galina Way which
required traffic management. Additional tasks included repairing curb, gutter, and sidewalk and constructing
ADA compliant access ramps where required.
•Reference: Jacki Scott, Public Works Director/Analyst - (949)362-4337 - jscott@cityoflagunaniguel.org
30111 Crown Valley Pkwy. Laguna Niguel, CA 92677 •Date of the project: 2020 •Status of the project: Completed
Section C: Experience and Qualifications
| 19Request For Proposal, for the City of Diamond Bar, for the
FY 25/26 Civil Engineering Design Services, Project No. SI261
• QA/QC Manager: Delfino Consunji. Qualifications: PE #57908, a licensed Professional Engineer (expiring June 30,
2026), over 39 years of experience, holds a Bachelor of Science in Civil Engineering from the University of the Philippines
(1986). He has earned multiple professional certificates, including Engineering Management for Construction from UCLA
Extension (1991), Building Construction & Management from AOTS Japan (1990), and Inland Navigation & Management
from IFIT Belgium (1989). 3 Years with OE
• Project Manager: Justin Smeets. Qualifications: PE #78314, a Registered Civil Engineer, and PLS #9293, a licensed
Professional Land Surveyor, over 20 years of experience, holds a Bachelor of Science in Civil Engineering from California
State University, Fullerton (2007). He is also a Qualified SWPPP Developer (QSD/QSP #00852) and previously earned
certification in OCTA Pavement Rehabilitation. In addition, he is a licensed FAA Drone Pilot, utilizing aerial surveying and
inspection capabilities to enhance project accuracy and efficiency. 15 Years with OE
• Lead Project Engineer: Dayton Lowe. Qualifications: He completed coursework in Civil Engineering Technology and
Construction Management at Broward College, over 30 years of experience, and holds certifications in AutoCAD and
Civil 3D. He also previously earned certification in OCTA Pavement Rehabilitation, reflecting his continued commitment
to professional development and practical application in civil infrastructure projects. 18 Years with OE
• Project Engineer: Ryan Dennis. Qualifications: P.Eng., a registered Civil Engineer with APEGA, over 20 years of
experience, holds a Bachelor of Science in Civil Engineering with a Minor in Environmental Engineering from the University
of Calgary (2005). He is also certified in AutoCAD and Civil 3D, enhancing his technical proficiency in design and drafting
for civil infrastructure projects. 10 Years with OE
• Project Engineer: Yash Gupta. Qualifications: He has over 11 years of experience, and holds an M.Tech in Transportation
Engineering from Malaviya National Institute of Technology (NIT), Jaipur (2016–2019), and a B.Tech in Civil Engineering
from Arya College of Engineering & Research Centre, Rajasthan Technical University (2010–2014). He is proficient in
various engineering software, including Civil 3D, AutoCAD, Autodesk Vehicle Tracking, PDS Line, PDS Sign, WaterGEMS,
EPANET, STAAD Pro, and 3ds Max. His skills include bid document preparation, feasibility studies, and design reporting,
with strong expertise in traffic control devices, road furniture, plan/profile creation, and AutoCAD LISP routines. He is
also highly skilled in water distribution system design using WaterGEMS and EPANET. 1 Years with OE
• Project Engineer: David Loria. Qualifications: With over 14 years of experience, David earned an Associate of Science
in 3D Computer Animation from Brooks College, Long Beach (2004). He is proficient in a range of software, including Leica
Cyclone, TopCon Scan Master, EOS PhotoModeler, AutoCAD, Civil 3D, Revit, 3ds Max, and Recap. He holds certifications
in AutoCAD and Civil 3D and is an FAA Licensed Commercial Drone Remote Pilot (#4098277), enabling advanced aerial
surveying and data collection for engineering and design projects. 5 Years with OE
• Project Engineer: Pavan Pohekar. Qualifications: He has over 6 years of experience in civil design engineering and
multidisciplinary infrastructure projects. He is proficient in software including Civil 3D, AutoCAD, ProjectWise, ACC BIM
360, HEC-RAS, and MS Office. His expertise in utilities design covers storm, sanitary, water, gas, electric, and telecom
systems, adhering to U.S. standards and city clearance requirements. In Civil 3D, he specializes in pipe and pressure
networks, grading, corridors, plan and profile production, and cut–fill analysis. His land development experience includes
site layout, surface grading, stormwater management, and vehicle tracking, while his hydraulic work involves bridge
geometry and flow calculations using MS Excel and HEC-RAS. His project experience spans land development sites,
utility coordination, and arch bridge hydraulic studies. 1 Years with OE
• Project Engineer: Wikki Sarakadam. Qualifications: With over 9 years of experience, Wikki holds a Master of
Technology in Transportation Engineering from the National Institute of Technology (VNIT), Nagpur (2015) and a Bachelor
of Technology in Civil Engineering from VSIT, Hyderabad, affiliated with JNTU (2013). His technical expertise includes
geometric design of horizontal and vertical alignments and intersections using Civil 3D, MX Roads, and OpenRoads. He
is proficient in software such as AutoCAD, MicroStation, AutoTURN/AutoTrack, Navisworks, SewerGEMS, Infraworks,
and MS Office. His 3D modeling and analysis skills encompass utility modeling, clash detection, corridor modeling, and
earthworks design. Additionally, he has experience in drainage and stormwater design, including storm drain layout and
plan/profile drawing generation, as well as preparing cross sections, quantity take-offs, cost estimations, and detailed
project reports (DPRs). 1 Years with OE
• Project Engineer: Abi Singh. Qualifications: With over 4 years of experience, Abi earned a Bachelor of Technology
in Civil Engineering from Bharati Vidyapeeth University in 2020. He is proficient in Civil 3D, specializing in site grading,
utility modeling for water, sewer, and storm drain systems, as well as corridor and feature line design. His experience
includes preparing construction drawings such as plan and profile sheets, permitting sets, and record drawings. In land
development, he has worked on road design, subdivisions, earthwork, signage, and striping plans. He is skilled in AutoCAD
Civil 3D and MS Office, supporting efficient project design and documentation. 1 Years with OE
team biOGR aphY
Section C: Experience and Qualifications
| 20Request For Proposal, for the City of Diamond Bar, for the
FY 25/26 Civil Engineering Design Services, Project No. SI261
LeaD pROject eNGINeeR
pROject maNaGeRQa/Qc maNaGeR
DeSIGN eNGINeeR/pROject eNGINeeR team
DeLFINO “chINO” cONSuNjI - pe
BS: Civil Engineering
PE: Professional Engineer, #57908
Former City Engineer/Director of Public
Works: Downey, West Covina, Brea, Norwalk
juStIN SmeetS - pe , pLS, QSD
BS: Civil Engineering, CSUF, 2007
PE: Professional Engineer #78314
PLS: Professional Land Surveyor #9293
QSD: Qualified SWPPP Developer #00852
OCTA: (prior) CERTIFIED:
Pavement Condition Analysis
RYaN DeNNIS - p. eNG.
BS: Civil Engineering,
-University of Calgary, 2005
mInOR: Environmental Engineering,
-University of Calgary, 2005
P. Eng.: Professional Engineer (Canada)
TECh: AutoCAD & Civil 3D
D aY t ON LOW e
OCTA: (prior) CERTIFIED:
Pavement Assessment,
Rehabilitation & Recommendations
COURSES: CM, Technology, & Civil
Engineering, - Broward College
TECh: AutoCAD & Civil 3D
Ya S h G upta
BT: Civil Engineering,
-Rajasthan Tech. University
m T: Transportation, MNIT, Jaipur
TECh: Civil 3D; AutoDesk Vehicle Track;
PDS Line/Sign; AutoCAD; WaterGEMS;
EPANET; STAAD; 3D Max
DaVID LORIa
AS: Computer Animation,
-Brooks College, Long Beach
CERTIFIED: AutoCAD Certified Professional
TECh: Civil 3D, Revit, 3D Max, Recap, Scan
Master point cloud processing software
abI SINGh
BTECh: Civil Engineering,
-Bharati Vidyapeeth University, 2020
TECh: AutoCAD Civil 3D, MS Office
paVa N p O heka R
BE: Civil Engineering, Institute of
Technology & Research, Amravati
m T: Structures, VIIT, Pune
TECh: Civil 3D; AutoCAD; ProjectWise; HECRAS.
WIkkI VIkaS
BT: Civil Engineering, VSIT, Hyderabad
m T: Transportation, VNIT, Nagpur
TECh: Civil 3D; MX Roads/OpenRoads;
AutoCAD; MicroStation; AutoTURN/
AutoTrack; SewerGEMS;Infraworks
kLeIN maRINeScu
BS: Civil Engineering,
-California State University, Fullerton
EIT Certificate, Passed FE Exam 2024
TECh: AutoCAD Civil 3D, Excel, Word,
Outlook, and Bluebeam
Oe SuRVeY team LeD bY LIceNSeD LS
ceRteRRa
ChRiS LOERA , Chief Operating Officer
•(310) 713-7711 - info@cbelow.com
•14280 Euclid Avenue, Chino, CA 91710
NOORZaYGeO, INc.
mAihAn nOORZAy, mS, PE, gE
Principal Engineer
•(951) 264-9023 | maihan@noorzaygeo.com
•16817 Rainy Vale Avenue, Riverside, CA 92503
NoorzayGeoNoorzayGeo
Geotech Investigation & Testing
NOTE: OE will make available key personnel to the extent
proposed and for the duration of the required services. No
person designated as “key” shall be removed or replaced
without the prior written concurrence of the City.
Sub-cONSuLtaNtS
Section D: Team Organization Structure
Onward Engineering | Design Smarter. Build Better.Request For Proposal, for the City of Diamond Bar, for the
FY 25/26 Civil Engineering Design Services, Project No. SI261 | 21
. team ORGaNiZatiON StRuctuReD
ONWaRD eNGINeeRING
pROject
eNGiNeeRS
hOuRS
Oe
tO taL
hOuRS
Qa/Qc
maNaGeR
hOuRS
pROject
maNaGeR
hOuRS
paR t Y
chIeF
hOuRS
chaIN/
ROD maN
hOuRS
phaSe 1
1 Meetings 5 9 6 20
2 Data Research and Review 4 4 8
3 Utility Research and Notification 8 30 38
SUB-TOTAL 5 21 40 66
phaSe 2
4 Ramp Location Determination 2 12 14
5 Ramp Evaluation 10 10
6 Base Maps 2 20 22
7 30% Plans and Estimate 4 12 22 38
SUB-TOTAL 4 16 64 84
phaSe 3
8 60% PS&E 2 32 16 50
9 90% PS&E 2 4 8 14
10 100% PS&E 2 4 6
SUB-TOTAL 4 38 28 70
phaSe 4
11 Bid Support 6 4 10
12 Construction Support 23 6 29
SUB-TOTAL 29 10 39
tOtaL hOuRS aND cOStS 13 104 142 259
OptIONaL
13 Utility Potholing (Per Day)8 8 16
14 Laser Scanning 4 5 9
15 Custom Ramp Details (Per Ramp)1 2 9 12
pROject 1
ONWaRD eNGINeeRING
pROject
eNGiNeeRS
hOuRS
Oe
t Ota L
hOuRS
Q a /Q c
maNaGeR
hOuRS
pROject
maNaGeR
hOuRS
pa Rt Y
chIeF
hOuRS
chaIN/
ROD maN
hOuRS
phaSe 1
1 Meetings 4 14 8 26
2 Data Research and Review 8 8 16
3 Utility Research and Notification 8 30 38
4 Geotechnical Investigation 8 8 16
SUB-TOTAL 4 38 54 96
phaSe 2
5 Drone Mapping 2 8 24 34
6 Topographic Survey 8 24 192 192 416
7 Base Maps 8 316 324
8 Site Evaluation 8 42 50
9 30% Plans and Estimate 18 80 144 242
SUB-TOTAL 18 106 534 216 192 1066
phaSe 3
10 60% PS&E 18 140 490 648
11 Traffic Control Plans 10 206 216
12 Caltrans Permit 4 32 42 78
13 90% PS&E 10 52 182 244
14 100% PS&E 24 88 112
SUB-TOTAL 32 258 1008 1298
phaSe 4
15 Bid Support 6 4 10
16 Construction Support 23 6 29
SUB-TOTAL 29 10 39
tOtaL hOuRS aND cOStS 54 431 1606 216 192 2499
OptIONaL
17 Utility Potholing (Per Day)8 8 16
18 Custom Ramp Details (Per Ramp)1 2 9 12
pROject 2
ONWaRD eNGINeeRING
pROject
eNGiNeeRS
hOuRS
Oe
t Ota L
hOuRS
Q a /Q c
maNaGeR
hOuRS
pROject
maNaGeR
hOuRS
pa Rt Y
chIeF
hOuRS
chaIN/
ROD maN
hOuRS
phaSe 1
1 Meetings 5 9 6 20
2 Data Research and Review 4 4 8
3 Utility Research and Notification 8 30 38
SUB-TOTAL 5 21 40 66
phaSe 2
4 Ramp Location Determination 2 12 14
5 Ramp Evaluation 10 10
6 Base Maps 2 20 22
7 30% Plans and Estimate 4 12 22 38
SUB-TOTAL 4 16 64 84
phaSe 3
8 60% PS&E 2 32 16 50
9 90% PS&E 2 4 8 14
10 100% PS&E 2 4 6
SUB-TOTAL 4 38 28 70
phaSe 4
11 Bid Support 6 4 10
12 Construction Support 23 6 29
SUB-TOTAL 29 10 39
tOtaL hOuRS aND cOStS 13 104 142 259
OptIONaL
13 Utility Potholing (Per Day)8 8 16
14 Laser Scanning 4 5 9
15 Custom Ramp Details (Per Ramp)1 2 9 12
pROject 3
ONWaRD eNGINeeRING
pROject
eNGiNeeRS
hOuRS
Oe
t Ota L
hOuRS
Q a /Q c
maNaGeR
hOuRS
pROject
maNaGeR
hOuRS
pa Rt Y
chIeF
hOuRS
chaIN/
ROD maN
hOuRS
phaSe 1
1 Meetings 4 14 8 26
2 Data Research and Review 8 8 16
3 Utility Research and Notification 8 30 38
4 Geotechnical Investigation 10 8 18
SUB-TOTAL 4 40 54 98
phaSe 2
5 Drone Mapping 4 16 92 112
6 Base Maps 4 176 180
7 Site Evaluation 4 42 46
8 30% Plans and Estimate 10 36 108 154
SUB-TOTAL 10 48 342 92 492
phaSe 3
9 60% PS&E 10 60 94 164
10 90% PS&E 6 24 54 84
11 100% PS&E 8 24 32
SUB-TOTAL 16 92 172 280
phaSe 4
12 Bid Support 6 4 10
13 Construction Support 23 6 29
SUB-TOTAL 29 10 39
tOtaL hOuRS aND cOStS 30 209 578 92 909
OptIONaL
14 Utility Potholing (Per Day)8 8 16
15 Custom Ramp Details (Per Ramp)1 2 9 12
pROject 4
Section E: Estimated Labor Hours
300 S. Harbor Blvd.
Suite 814
Anaheim, CA. 92805Onward Engineering | Design Smarter. Build Better.| 22Request For Proposal, for the City of Diamond Bar, for the
FY 25/26 Civil Engineering Design Services, Project No. SI261
.eStimateD LabOR hOuRS e
pROject 5
ONWaRD eNGINeeRING
pROject
eNGiNeeRS
hOuRS
Oe
t Ota L
hOuRS
Q a /Q c
maNaGeR
hOuRS
pROject
maNaGeR
hOuRS
pa Rt Y
chIeF
hOuRS
chaIN/
ROD maN
hOuRS
phaSe 1
1 Meetings 4 14 8 26
2 Data Research and Review 8 8 16
3 Utility Research and Notification 8 30 38
4 Geotechnical Investigation 8 8 16
SUB-TOTAL 4 38 54 96
phaSe 2
5 Drone Mapping 1 2 6 9
6 Topographic Survey 2 4 72 72 150
7 Base Maps 8 208 216
8 Site Evaluation 4 22 26
9 30% Plans and Estimate 10 36 96 142
SUB-TOTAL 10 51 332 78 72 543
phaSe 3
10 60% PS&E 10 112 256 378
11 Traffic Control Plans 10 106 116
12 Caltrans Permit 4 32 42 78
13 90% PS&E 10 36 102 148
14 100% PS&E 16 48 64
SUB-TOTAL 24 206 554 784
phaSe 4
15 Bid Support 6 4 10
16 Construction Support 23 6 29
SUB-TOTAL 29 10 39
tOtaL hOuRS aND cOStS 38 324 950 78 72 1462
OptIONaL
17 Utility Potholing (Per Day)8 8 16
18 Custom Ramp Details (Per Ramp)1 2 9 12
ONWaRD eNGINeeRING
pROject
eNGiNeeRS
hOuRS
Oe
tO taL
hOuRS
Qa/Qc
maNaGeR
hOuRS
pROject
maNaGeR
hOuRS
paR t Y
chIeF
hOuRS
chaIN/
ROD maN
hOuRS
phaSe 1
1 Meetings 5 9 6 20
2 Data Research and Review 4 4 8
3 Utility Research and Notification 8 30 38
SUB-TOTAL 5 21 40 66
phaSe 2
4 Ramp Location Determination 2 12 14
5 Ramp Evaluation 10 10
6 Base Maps 2 20 22
7 30% Plans and Estimate 4 12 22 38
SUB-TOTAL 4 16 64 84
phaSe 3
8 60% PS&E 2 32 16 50
9 90% PS&E 2 4 8 14
10 100% PS&E 2 4 6
SUB-TOTAL 4 38 28 70
phaSe 4
11 Bid Support 6 4 10
12 Construction Support 23 6 29
SUB-TOTAL 29 10 39
tOtaL hOuRS aND cOStS 13 104 142 259
OptIONaL
13 Utility Potholing (Per Day)8 8 16
14 Laser Scanning 4 5 9
15 Custom Ramp Details (Per Ramp)1 2 9 12
pROject 6
ONWaRD eNGINeeRING
pROject
eNGiNeeRS
hOuRS
Oe
tO taL
hOuRS
Qa/Qc
maNaGeR
hOuRS
pROject
maNaGeR
hOuRS
paR t Y
chIeF
hOuRS
chaIN/
ROD maN
hOuRS
phaSe 1
1 Meetings 4 14 8 26
2 Data Research and Review 8 8 16
3 Utility Research and Notification 8 30 38
4 Geotechnical Investigation 10 8 18
SUB-TOTAL 4 40 54 98
phaSe 2
5 Drone Mapping 4 16 92 112
6 Base Maps 4 176 180
7 Site Evaluation 4 42 46
8 30% Plans and Estimate 10 36 108 154
SUB-TOTAL 10 48 342 92 492
phaSe 3
9 60% PS&E 10 60 94 164
10 90% PS&E 6 24 54 84
11 100% PS&E 8 24 32
SUB-TOTAL 16 92 172 280
phaSe 4
12 Bid Support 6 4 10
13 Construction Support 23 6 29
SUB-TOTAL 29 10 39
tOtaL hOuRS aND cOStS 30 209 578 92 909
OptIONaL
14 Utility Potholing (Per Day)8 8 16
15 Custom Ramp Details (Per Ramp)1 2 9 12
pROject 7
ONWaRD eNGINeeRING
pROject
eNGiNeeRS
hOuRS
Oe
tOta L
hOuRS
Qa /Qc
maNaGeR
hOuRS
pROject
maNaGeR
hOuRS
pa Rt Y
chIeF
hOuRS
chaIN/
ROD maN
hOuRS
phaSe 1
1 Meetings 4 14 8 26
2 Data Research and Review 8 8 16
3 Utility Research and Notification 8 30 38
4 Geotechnical Investigation 8 8 16
SUB-TOTAL 4 38 54 96
phaSe 2
5 Drone Mapping 1 2 8 11
6 Topographic Survey 8 80 80 168
7 Base Maps 8 248 256
8 Site Evaluation 4 22 26
9 30% Plans and Estimate 10 36 114 160
SUB-TOTAL 10 49 394 88 80 621
phaSe 3
10 60% PS&E 10 112 296 418
11 90% PS&E 10 36 110 156
12 100% PS&E 16 56 72
SUB-TOTAL 20 164 462 646
phaSe 4
13 Bid Support 6 4 10
14 Construction Support 23 6 29
SUB-TOTAL 29 10 39
tOtaL hOuRS aND cOStS 34 280 920 88 80 1402
OptIONaL
15 Utility Potholing (Per Day)8 8 16
16 Custom Ramp Details (Per Ramp)1 2 9 12
pROject 8
Section E: Estimated Labor Hours
300 S. Harbor Blvd.
Suite 814
Anaheim, CA. 92805Onward Engineering | Design Smarter. Build Better.| 23Request For Proposal, for the City of Diamond Bar, for the
FY 25/26 Civil Engineering Design Services, Project No. SI261
.eStimateD LabOR hOuRS e
ONWaRD eNGINeeRING
pROject
eNGiNeeRS
hOuRS
Oe
t Ota L
hOuRS
Q a /Q c
maNaGeR
hOuRS
pROject
maNaGeR
hOuRS
pa Rt Y
chIeF
hOuRS
chaIN/
ROD maN
hOuRS
phaSe 1
1 Meetings 4 14 8 26
2 Data Research and Review 8 8 16
3 Utility Research and Notification 8 30 38
4 Geotechnical Investigation 8 8 16
SUB-TOTAL 4 38 54 96
phaSe 2
5 Drone Mapping 1 2 4 7
6 Topographic Survey 2 4 26 26 58
7 Base Maps 4 84 88
8 Site Evaluation 4 14 18
9 30% Plans and Estimate 6 24 44 74
SUB-TOTAL 6 35 148 30 26 245
phaSe 3
10 60% PS&E 10 84 132 226
11 Traffic Control Plans 10 106 116
12 Caltrans Permit 4 32 42 78
13 90% PS&E 6 24 76 106
14 100% PS&E 8 40 48
SUB-TOTAL 20 158 396 574
phaSe 4
15 Bid Support 6 4 10
16 Construction Support 23 6 29
SUB-TOTAL 29 10 39
tOtaL hOuRS aND cOStS 30 260 608 30 26 954
OptIONaL
17 Utility Potholing (Per Day)8 8 16
18 Custom Ramp Details (Per Ramp)1 2 9 12
pROject 9
ONWaRD eNGINeeRING
pROject
eNGiNeeRS
hOuRS
Oe
tO taL
hOuRS
Qa/Qc
maNaGeR
hOuRS
pROject
maNaGeR
hOuRS
paR t Y
chIeF
hOuRS
chaIN/
ROD maN
hOuRS
phaSe 1
1 Meetings 4 14 8 26
2 Data Research and Review 8 8 16
3 Utility Research and Notification 8 30 38
4 Geotechnical Investigation 8 8 16
SUB-TOTAL 4 38 54 96
phaSe 2
5 Drone Mapping 2 4 16 22
6 Topographic Survey 4 16 106 106 232
7 Base Maps 8 308 316
8 Site Evaluation 4 30 34
9 30% Plans and Estimate 14 56 150 220
SUB-TOTAL 14 74 508 122 106 824
phaSe 3
10 60% PS&E 14 136 362 512
11 90% PS&E 10 44 142 196
12 100% PS&E 16 68 84
SUB-TOTAL 24 196 572 792
phaSe 4
13 Bid Support 6 4 10
14 Construction Support 23 6 29
SUB-TOTAL 29 10 39
tOtaL hOuRS aND cOStS 42 337 1144 122 106 1751
OptIONaL
15 Utility Potholing (Per Day)8 8 16
16 Custom Ramp Details (Per Ramp)1 2 9 12
pROject 10
Section E: Estimated Labor Hours
300 S. Harbor Blvd.
Suite 814
Anaheim, CA. 92805Onward Engineering | Design Smarter. Build Better.| 24Request For Proposal, for the City of Diamond Bar, for the
FY 25/26 Civil Engineering Design Services, Project No. SI261
.eStimateD LabOR hOuRS e
QUALIFICATIOnS
• BS: Civil Engineering, University of the Philippines, 1986• Certificates: Engineering Management for Construction, UCLA Extension, 1991; Building Construction &
Management, AOTS Japan, 1990; Inland Navigation & Management, IFIT Belgium, 1989• PE #57908: Professional Engineer, EXP: June 30, 2026
EXPERIEnCE
BROADWAy AnD mAnChESTER AvEnUE REhABiLiTATiOn PROjECTS, AnAhEim
Chino was the Project Manager for the City of Anaheim for the Broadway from Euclid Street to Harbor Boulevard and
Manchester Avenue from South City Limit to Anaheim Boulevard Street Rehabilitation Projects. The project included
rehabilitating approximately 7,000 linear feet (1.3 miles) of Broadway and 7,000 linear feet (1.3 miles) of Manchester
Avenue. The project also included designing 27 curb ramps that were non-compliant and 76 driveways.
ARTERiAL STREET ImPROvEmEnT PROjECT, FOUnTAin vALLEy
Chino is the Project Manager for the Arterial Street Improvement Project in the City of Fountain Valley. This project
focuses on the rehabilitation of critical arterial roadways, enhancing safety and mobility for both residents and
visitors. The project includes Ellis Avenue from Brookhurst Street to Ward Street, approximately 2,600 linear feet;
Ward Street from Apache River Avenue to Ellis Avenue, approximately 1,140 linear feet; Newhope Street from Edinger
Avenue to Heil Avenue, approximately 2,600 linear feet; and Slater Avenue from Brookhurst Street to Ward Street,
approximately 2,600 linear feet. In total, the project covers approximately 8,940 linear feet of roadway improvements.
The scope of work features a combination of a 2-inch grind with ARAM interlayer and ARHM overlay, including a
leveling course, Type II slurry, and extensive concrete improvements. These enhancements includes sidewalk
upgrades, ADA-compliant ramps, driveway reconstructions, and curb and gutter improvements, all designed to
ensure long-lasting durability and significantly improves driving conditions on these vital thoroughfares.
Fy 2023-24 PAvEmEnT mAnAgEmEnT PROgRAm ImPLEmEnTATiOn PROjECT, gLEnDALE
Chino served as the Project Manager to the City of Glendale on the Fiscal Year 2023 to 2024 Pavement Management
Program Implementation Project. The purpose of this project was to rehabilitate approximately 48,650 linear feet
(9.2 miles) of street, a total of 60 streets in all. OE was tasked with providing designs for pavement resurfacing
and reconstruction; curb, gutter and sidewalk repairs at 9 separate locations; a total of 124 ADA curb ramps and
driveways construction; catch basin enhancements; bus stop improvements and relocations; sewer point repairs;
tree well installation and tree planting; utility appurtenance adjustments and relocations; signing and striping;
and surveying well monument installations and replacements. Additional work included sewer video inspection to
identify sewer defects and preparing sanitary sewer plans for repairs that included point repairs, and sectional
and full-length slip lining, along with Traffic Control plans. OE also acquired no-fee permits for ground distrubance
work within the City’s right-of-way.
Fy2019/2020 RESiDEnTiAL STREETS REhABiLiTATiOn, DOWnEy
As Public Works Director/City Engineer, Chino oversaw the design, bid and contract award process, construction and
inspection of this project. This project rehabilitated 35 residential streets or approximately 7 miles of existing asphalt
pavement in the south half of the City with a total cost of $2.8 million. Rehabilitation included reconstruction and
overlay of the existing asphalt pavement. This project also included removal and replacement of damaged and/or
uplifted concrete sidewalks and curb and gutter and reconstruction of curb access ramps in accordance with current
ADA standards. Funding for this project came from Measure R, Senate Bill 1, Vehicle Impact Fees and Developer Funds.
DeLFiNO “chiNO” cONSuNji
EXPERiEnCE YeaRS OF
39 FiELDS OF EXPERTiSE:
ADA RAMP SIDEWALKPAVEMENT WIDENINGROADWAY
Section F: Resumes and Qualifications of Proposed Personnel
Onward Engineering | Design Smarter. Build Better.Request For Proposal, for the City of Diamond Bar, for the
FY 25/26 Civil Engineering Design Services, Project No. SI261 | a1
QA/QC mAnAgER
. ReSumeS aND QuaLiFicatiONS OF pROpOSeD peRSONNeLF
QUALIFICATIOnS
• PE #78314: Registered Civil Engineer - PLS #9293: Professional Land Surveyor• QSD/QSP #00852: Qualified SWPPP Developer• BS: Civil Engineering, California State University, Fullerton, 2007• Certification: OCTA Pavement Rehabilitation (prior)• FAA: Licensed Drone Pilot
EXPERIEnCE
RESIDEnTIAL AREA 1B & ARTERIAL ZOnE 7 REhABILITATIOn PROEjCT, DIAmOnD BAR
Justin provided Project Management services to the City of Diamond Bar on the Residential Area 1B & Arterial Zone 7
Rehabilitation Project. The Area 1B and Zone 7 project consisted of 8.9 miles of residential streets, 1.3 miles of collector
streets, and 2.5 miles of arterial roadways. For the annual project, OE was tasked with providing a design for rehabilitating
the streets in a manner that met the City’s tight budget. Each street was individually inspected to determine the most
cost-effective remedy. The scope of work entailed 29,000 SY of chip seal, Type II slurry seal, 5,235 tons of AC overlay,
210,000 SF of cold milling the existing pavement to a variable-depth of 6 inches from the edge of the gutter, removal
and replacement of 2,249 tons of AC pavement, adjusting 127 manhole frames and covers and 147 water & gas valve
covers, and installing 6 traffic loop detectors. Furthermore, an elementary school was within the project limits, which
made construction scheduling and phasing for both the pavement and striping operations essential to provide safety
and accessibility during the beginning and end of the school day.
7-yEAR AnnUAL RESIDEnTIAL REhABILITATIOn PROjECT, DIAmOnD BAR
Justin was the Project and Construction Manager to the City of Diamond Bar on their annual arterial and residential
roadway maintenance projects for an annual period of 7 years. Years 2010 and 2011 were awarded as separate contracts.
The City awarded OE an additional 3-year contract for 2012–2014. In 2015, the City of Diamond Bar awarded OE yet another
annual rehabilitation project. The project sizes and costs were: 2010: 11.8 miles of arterial & residential streets ($908 K),
2011: 19 miles of arterial & residential streets ($1.8 M), 2012: 10 miles of arterial and residential streets ($1.1 M), 2013: 13
miles of arterial & residential streets ($1.3 M), 2014: 14.5 miles of residential, arterial & collector streets ($1.8 M), 2015:
14 miles of residential, arterial & collector streets ($1.75 M) and 2016/2017: 16.6 miles of residential and collector streets
($1.58 million). The general scope of work for each year’s project included localized R&R patching, grind and overlay, cape
and slurry seal, traffic loops, traffic striping, and required heavy traffic phasing and traffic control review. Justin assisted
the City through the project bidding phase, developing text and stipulations for the bid package to ensure contractor
availability during the desired working months. Due to the proximity to freeways, Justin also coordinated with Caltrans
to obtain encroachment permits for the City for four of the projects, which was essential.
RESIDEnTIAL & COLLECTOR STREET REhABILITATIOn PROjECT - AREA 3, DIAmOnD BAR
Justin was the Project & Construction Manager for the City of Diamond on the Residential Area 3 & Collector Street
Rehabilitation Project. The project limits include 25 centerline miles of collector and residential streets bound by
Pathfinder Road to the north and Tonner Canyon Road to the south. The project required rehabilitating the roadway
utilizing AC dig-outs in extremely damaged areas and slurry seal/ chip seal on the remaining areas. The scope of work
involved removing and replacing 28 non-ADA-compliant curb ramps, removing existing depressed curb and ramp, and
constructing ADA-compliant curb, gutter, and sidewalk, removing and replacing 580 SF of cross gutters, grinding and
replacing the existing asphalt concrete pavement to a depth of 2 inches, and R&R 1,000 SF of existing asphalt concrete
pavement to a depth of 6 inches. Furthermore, work also included cold-milling the existing pavement with a variable
depth of 0 to 1.5 inches, constructing asphalt concrete overlay, applying 50,300 SY of conventional chip seal, Type II
slurry seal, adjusting 120 manhole frames and covers, and traffic striping and markings.
P ROj ECT mAnAgER
juStIN SmeetS, pe, pLS, QSD
FiELDS OF EXPERTiSE:
EXPERiEnCE
20
YeaRS OF
ADA RAMP SIDEWALKPAVEMENT WIDENINGROADWAY
aNaheim OFFice
Section F: Resumes and Qualifications of Proposed Personnel
Onward Engineering | Design Smarter. Build Better.Request For Proposal, for the City of Diamond Bar, for the
FY 25/26 Civil Engineering Design Services, Project No. SI261 | a2
QUALIFICATIOnS
• Coursework: Civil Engineering Technology & Construction Management, Broward College• Certified: AutoCAD & Civil 3D• Certification: OCTA Pavement Rehabilitation (prior)
EXPERIEnCE
7-yEAR AnnUAL RESiDEnTiAL REhABiLiTATiOn PROjECT, DiAmOnD BAR
Dayton served as the Project Engineer for the City of Diamond Bar on their annual arterial and residential roadway
maintenance projects for an annual period of 7 years. Years 2010 and 2011 were awarded as separate contracts.
The City awarded OE an additional 3-year contract for 2012–2014. In 2015, the City of Diamond Bar awarded OE yet
another annual rehabilitation project. The project sizes and costs were: 2010: 11.8 miles of arterial & residential streets
($908 K), 2011: 19 miles of arterial & residential streets ($1.8 M), 2012: 10 miles of arterial & residential streets ($1.1
M), 2013: 13 miles of arterial & residential streets ($1.3 M), 2014: 14.5 miles of residential, arterial & collector streets
($1.8 M), 2015: 14 miles of residential, arterial & collector streets ($1.75 M) and 2016/2017: 16.6 miles of residential and
collector streets ($1.58 million). The general scope of work for each year’s project included localized R&R patching,
grind and overlay, cape and slurry seal, traffic loops, traffic striping, and required heavy traffic phasing and traffic
control review. OE assisted the City through the project bidding phase, developing text and stipulations for the bid
package to ensure contractor availability during the desired working months.
BROADWAy AnD mAnChESTER AvEnUE REhABiLiTATiOn PROjECTS, AnAhEim
Dayton was the Project Engineer for the City of Anaheim for the Broadway from Euclid Street to Harbor Boulevard and
Manchester Avenue from South City Limit to Anaheim Boulevard Street Rehabilitation Projects. The project included
rehabilitating approximately 7,000 linear feet (1.3 miles) of Broadway and 7,000 linear feet (1.3 miles) of Manchester
Avenue. The project also included designing 27 curb ramps that were non-compliant and 76 driveways.
CITy WIDE ADA CURB RAmPS & PATh OF TRAvEL PEDESTRIAn ACCESSIBILITy ImPROvEmEnT, LOng BEACh
Dayton served as the Project Engineer for the City of Long Beach involving Citywide ADA Curb Ramps and Path of
Travel Pedestrian Accessibility Improvements. The objective of the project is to design and construct at least 20,000
new ADA compliant curb ramps over the next 20 years in accordance with current State and Federal accessibility
codes and standards. The project is to complete 1,000 of those ramps deemed most critical for accessibility.
OE’s team utilizes AutoCAD Civil 3D on 3D surfaces for the designs in compliance with the Long Beach Standard Plan
No. 122 in order to satisfy the maximum allowable slopes dictated in the most current version of Caltrans Standard
Plan A88A, and has had to consider other accessibility standards due to occasional unavailability of a suitable ramp
case and type. The project work entails the preparation of detailed individual curb ramp construction plans with the
inclusion of horizontal geometrics, design elevations and dimensions, and utility appurtenance adjustments and
relocations, along with concrete infrastructure such as curb, gutter, cross-gutters, and sidewalk. The necessary
reconstruction is incorporated in order to accommodate the new curb ramps, meet accessibility requirements, and
maintain drainage. Additional design elements have also required consideration, which involve constructing 32”x54”
size flat landings next to each pedestrian push-button at signalized intersections and installing guardrails where
retaining curbs adjoin walkable hard surfaces.
D aY t ON LOW e
LEAD PROjECT EnginEER
EXPERiEnCE
30
YeaRS OF
FiELDS OF EXPERTiSE:
ADA RAMP SIDEWALKPAVEMENT WIDENINGROADWAY
Section F: Resumes and Qualifications of Proposed Personnel
Onward Engineering | Design Smarter. Build Better.Request For Proposal, for the City of Diamond Bar, for the
FY 25/26 Civil Engineering Design Services, Project No. SI261 | a3
QUALIFICATIOnS
• P.Eng.: APEGA Registered Civil Engineer• BS: Civil Engineering, Minor in Environmental Engineering, University of Calgary, 2005• Certified: AutoCAD & Civil 3D
EXPERIEnCE
LOCAL RESIDEnTIAL STREETS REhABILITATIOn, ZOnE 19, PhASE II PROjECT, nORWALk
Ryan served as Project Engineer on phase 2 for the City of Norwalk’s Local Residential Streets Rehabilitation, Zone 19
Project. The pavement management zone limits were bound by Stranstead Avenue to the west, Priscila Street to the north, Shoemaker Avenue to the east, and Rosecrans Avenue to the south, containing approximately 37,500 linear
feet (7.1 miles) of local road surface that was slated for rehabilitation. The project was split into two phases: Phase
A for concrete work, and Phase B for asphalt work, with the objective of improving the PCI for residential streets, extending the useful roadway life to at least 20 years, improving drainage, upgrading to safer and easier ride quality
streets with greater pedestrian access, minimizing future maintenance costs and enhancing aesthetics. The scope
called for the development of PS&E to include a total of 94 ADA curb ramps and 8 slotted cross gutters, along with driveway apron construction, utility appurtenance adjustments and relocation, and signing and striping replacement.
Also for this project, OE utilized its state-of-the-art high-speed 3D point cloud laser scanner to conduct surveys of
approximately 60 existing centerline monuments for preservation.
Fy 2025 AnnUAL STREET ImPROvEmEnT PROjECT, LynWOOD
Ryan served as Project Engineer for the FY 2025 Annual Street Improvement Project in the City of Lynwood. This project included street rehabilitation to various segments of 108th Street: 2 segments from Alameda St. to Santa
Fe Avenue; Thorson Avenue: 5 segments from E.O.P to Carlin Avenue; Sampson Avenue: 2 segments from Abbott
Road to Imperial Highway; and Josephine Street: 2 segments from Virginia Avenue to Duncan Avenue. The work included pavement section replacement, signage, striping, ADA and driveway design, and a geotechnical report.
OE conducted a topographic survey and collected data that included site topography, drone aerial photographs
of utility appurtenances and striping, centerlines, monuments, property boundaries, and cross-sectional data consisting of right-of-way, back of walk, top of curb, flow line, gutter lip, and crown.
CITy WIDE ADA CURB RAmPS & PATh OF TRAvEL PEDESTRIAn ACCESSIBILITy ImPROvEmEnT, LOng BEAChRyan served as the Project Engineer for the City of Long Beach involving Citywide ADA Curb Ramps and Path of
Travel Pedestrian Accessibility Improvements. The objective of the project is to design and construct at least 20,000
new ADA compliant curb ramps over the next 20 years in accordance with current State and Federal accessibility codes and standards. The project is to complete 1,000 of those ramps deemed most critical for accessibility.
OE’s team utilizes AutoCAD Civil 3D on 3D surfaces for the designs in compliance with the Long Beach Standard Plan
No. 122 in order to satisfy the maximum allowable slopes dictated in the most current version of Caltrans Standard Plan A88A, and has had to consider other accessibility standards due to occasional unavailability of a suitable ramp
case and type. The project work entails the preparation of detailed individual curb ramp construction plans with the
inclusion of horizontal geometrics, design elevations and dimensions, and utility appurtenance adjustments and relocations, along with concrete infrastructure such as curb, gutter, cross-gutters, and sidewalk. The necessary
reconstruction is incorporated in order to accommodate the new curb ramps, meet accessibility requirements, and
maintain drainage. Additional design elements have also required consideration, which involve constructing 32”x54” size flat landings next to each pedestrian push-button at signalized intersections and installing guardrails where
retaining curbs adjoin walkable hard surfaces.
BROADWAy AnD mAnChESTER AvEnUE REhABILITATIOn PROjECTS, AnAhEIm
Ryan served as the Project Engineer to the City of Anaheim for the Broadway from Euclid Street to Harbor Boulevard and
Manchester Avenue from South City Limit to Anaheim Boulevard Street Rehabilitation Projects. The project included rehabilitating approximately 7,000 linear feet (1.3 miles) of Broadway and 7,000 linear feet (1.3 miles) of Manchester
Avenue. The project also included designing 27 curb ramps that were non-compliant and 76 driveways.
RYaN DeNNIS, P. Eng.
LEAD PROjECT EnginEER
EXPERiEnCE YeaRS OF
20 FiELDS OF EXPERTiSE:
ADA RAMP SIDEWALKPAVEMENT WIDENINGROADWAY
Section F: Resumes and Qualifications of Proposed Personnel
Onward Engineering | Design Smarter. Build Better.Request For Proposal, for the City of Diamond Bar, for the
FY 25/26 Civil Engineering Design Services, Project No. SI261 | a4
LEAD TRAFFiC EnginEER
jOe DYeR, pe, te
FiELDS OF EXPERTiSE:
ADA RAMP SIDEWALKPAVEMENT WIDENINGROADWAY
QUALIFICATIOnS
• BSCE: Civil Engineering, Ohio State University, Ohio• MS & PhD Program: Virginia Polytechnic Institute & State University, Virginia • PE #31626: Registered Civil Engineer • TE #1200: Registered Traffic Engineer• Certificate: Certified in Building & Facility Maintenance, 2005
EXPERIEnCE
SChLEiSmAn ROAD mOBiLiTy, SAFETy, AnD COnnECTiviTy PROjECT, EASTvALE
Joe served as the Lead Traffic Engineer City of Eastvale on the Schleisman Road Mobility, Safety, and Connectivity
Project which includes widening and enhancing the street with Class I multi-use trails and pathways along
approximately 5,700 linear feet (1.1 miles) of Schleisman Road between Sumner Avenue and Hamner Avenue. The
design plans were divided into 4 quadrants. Traffic signal modifications were required at 4 intersections: Schleisman
Road and Sumner Avenue, Schleisman Road and Quarter House Drive, Schleisman Road and Scholar Way, and
Schleisman Road and Hamner Avenue. 14 curb ramps and 2 driveways needed a custom design on this project.
ADAmS AvEnUE ACTivE TRAnSPORTATiOn ImPROvEmEnTS – mULTiPURPOSE TRAiLS PROjECT, COSTA mESA
Joe served as the QA/QC Manager to City of Costa Mesa for the Adams Avenue Active Transportation Improvements
– Multipurpose Trails Project. With 6,800 linear feet (1.3 miles) of Class I multipurpose trails along Adams Avenue,
connecting the Santa Ana River bridge to Royal Palm Drive, the project benefited cyclists, pedestrians, and the
broader community. The project required pavement rehabilitation; multipurpose trails construction; median
modifications; approximately 16 ADA ramp and 9 driveway construction; streetlight relocation/traffic signal
modifications at 4 separate intersections; landscaping and irrigation; utility appurtenance adjustments/relocations;
signing and striping replacement; a topographic survey consisting of aerial photographs, centerlines, monuments,
and property boundaries; a geotechnical study of subgrade soil and recommendations on pavement treatments and
multipurpose trail construction; 29 utility potholes; and a complete CEQA/NEPA environmental assessment for an E-76
permit. OE utilized geo-referencing of the work site in a GIS map for data referencing and plan sheets.
LOS SERRAnOS SAFE ROUTES TO SChOOLS EAST & WEST, ChinO hiLLS
Joe served as the QA/QC Manager on the Los Serranos Safe Route to School East & West Projects for the construction
of curbs and gutter, sidewalks, driveways, pavement, ADA ramps and streetlights at El Molino Avenue, Lugo Avenue,
Gird Avenue and Lugo Avenue and El Molino Boulevard.
SiERRA viSTA DRivE (WEST) & DEL nORTE AvEnUE (nORTh) STREET & PEDESTRiAn ImPROvEmEnTS, ChinO hiLLS
Joe served as the QA/QC Manager on the Sierra Vista Drive and Del Norte Avenue Street Improvements Project. The
work required constructing new curb and gutter, sidewalk, pavement, streetlights, ADA ramps. The project was located
at the intersection of Sierra Vista Drive and Del Norte Avenue.
mOnTECiTO DRivE TRAnSiT ACCESS ImPROvEmEnTS, ChinO hiLLS
Joe served as the QA/QC Manager for the construction of curb and gutter, new pavement, sidewalk, including storm
drain inlet and ADA ramps for Montecito Drive from Lugo Avenue to Los Serranos Boulevard.
EUCALyPTUS AvEnUE RECyCLED WATERLinE InSTALLATiOn & TRAFFiC ImPROvEmEnTS, ChinO hiLLS
Joe served as the QA/QC Manager for the installation of a recycled water line at Veterans Park, pavement rehabilitation
for Eucalyptus Avenue, and the installation of a H.A.W.K. signal at the Galloping Hills Road Pedestrian Crosswalk. The
project work included replacement of existing ADA ramps, adjust utility facilities, traffic striping and electrical work.
EXPERiEnCE
45
YeaRS OF
Section F: Resumes and Qualifications of Proposed Personnel
Onward Engineering | Design Smarter. Build Better.Request For Proposal, for the City of Diamond Bar, for the
FY 25/26 Civil Engineering Design Services, Project No. SI261 | a5
QUALIFICATIOnS
• Education: AS in 3D Computer Animation, Brooks College, Long Beach, 2004• Software: Leica Cyclone, TopCon Scan Master, EOS PhotoModeler, AutoCAD, Civil 3D, Revit, 3ds Max, Recap• Certifications: Certified in AutoCAD & Civil 3D, FAA Licensed Drone Pilot• FAA Licensed: #4098277 Commercial Drone Remote Pilot
EXPERIEnCE
CITy WIDE ADA CURB RAmPS & PATh OF TRAvEL PEDESTRIAn ACCESSIBILITy ImPROvEmEnT, LOng BEACh
David served as the Project Engineer for the City of Long Beach involving Citywide ADA Curb Ramps and Path of
Travel Pedestrian Accessibility Improvements. The objective of the project is to design and construct at least 20,000
new ADA compliant curb ramps over the next 20 years in accordance with current State and Federal accessibility
codes and standards. The project is to complete 1,000 of those ramps deemed most critical for accessibility.
OE’s team utilizes AutoCAD Civil 3D on 3D surfaces for the designs in compliance with the Long Beach Standard Plan
No. 122 in order to satisfy the maximum allowable slopes dictated in the most current version of Caltrans Standard
Plan A88A, and has had to consider other accessibility standards due to occasional unavailability of a suitable ramp
case and type. The project work entails the preparation of detailed individual curb ramp construction plans with the
inclusion of horizontal geometrics, design elevations and dimensions, and utility appurtenance adjustments and
relocations, along with concrete infrastructure such as curb, gutter, cross-gutters, and sidewalk. The necessary
reconstruction is incorporated in order to accommodate the new curb ramps, meet accessibility requirements, and
maintain drainage. Additional design elements have also required consideration, which involve constructing 32”x54”
size flat landings next to each pedestrian push-button at signalized intersections and installing guardrails where
retaining curbs adjoin walkable hard surfaces.
LAkE FOREST DRIvE RESURFACIng (BAkE PARkWAy TO I-5), LAkE FOREST
David served as a Project Engineer for the City of Lake Forest on this project to prepare full design plans, specifications
and estimates (PS&E) for this roadway resurfacing project located at Lake Forest Drive, between Bake Parkway and
the I-5 freeway. The project design plans were to be phased in order for the construction to be distributed into three
phases as funding permitted. Along the approximately 5.5 mile stretch of road within the project limits, the phases
required the construction of 152 ADA ramps and 22 ADA driveways in total and 7,105 linear feet of median curb height
construction, along with the construction of bus pads, curb gutter and sidewalk repairs, and signing and striping
replacement. The main objective is to improve the PCI of the street segments following our team’s professional
assessment of the existing pavement conditions in order to extend the street service life, improve safety by upgrading
to safer streets with better ride quality and pedestrian access, minimize future maintenance costs and enhance
aesthetics. This project is funded through Measure M2, SB1 and Infrastructure Reserves Funds.
Fy 2023-24 PAvEmEnT mAnAgEmEnT PROgRAm ImPLEmEnTATIOn, gLEnDALE
David served as Project Engineer to the City of Glendale on the Fiscal Year 2023 to 2024 Pavement Management
Program Implementation Project. The purpose of this project was to rehabilitate approximately 48,650 linear feet
(9.2 miles) of street, a total of 60 streets in all. OE was tasked with providing designs for pavement resurfacing
and reconstruction; curb, gutter and sidewalk repairs at 9 separate locations; a total of 124 ADA curb ramps and
driveways construction; catch basin enhancements; bus stop improvements and relocations; sewer point repairs;
tree well installation and tree planting; utility appurtenance adjustments and relocations; signing and striping;
and surveying well monument installations and replacements. Additional work included sewer video inspection to
identify sewer defects and preparing sanitary sewer plans for repairs that included point repairs, and sectional
and full-length slip lining, along with Traffic Control plans. OE also acquired no-fee permits for ground distrubance
work within the City’s right-of-way.
DaVID LORIa
PROjECT EnginEER
EXPERiEnCE
14
YeaRS OF
FiELDS OF EXPERTiSE:
ADA RAMP SIDEWALKPAVEMENT WIDENINGROADWAY
Section F: Resumes and Qualifications of Proposed Personnel
Onward Engineering | Design Smarter. Build Better.Request For Proposal, for the City of Diamond Bar, for the
FY 25/26 Civil Engineering Design Services, Project No. SI261 | a6
PROjECT EnginEER
kLeiN maRiNeScu
EXPERiEnCE
7
YeaRS OF
QUALIFICATIOnS
• B.S: Civil Engineering, California State University, Fullerton, 2023 • 7 years combined experience across Public Works, Construction, and Design Engineering • Software: AutoCAD Civil 3D, Excel, Word, Outlook, and Bluebeam • Skills: Strong organizational, analytical, and time management abilities • Proven experience supporting design, permitting, and construction operations in both public and private sectors • Certification: EIT Certificate, Passed FE Exam, January 2024
EXPERIEnCE
BROADWAy AnD mAnChESTER AvEnUE REhABiLiTATiOn PROjECTS, AnAhEim
Klein served as the Project Engineer for the City of Anaheim for the Broadway from Euclid Street to Harbor Boulevard
and Manchester Avenue from South City Limit to Anaheim Boulevard Street Rehabilitation Projects. The project
included rehabilitating approximately 7,000 linear feet (1.3 miles) of Broadway and 7,000 linear feet (1.3 miles) of
Manchester Avenue. The project also included designing 27 curb ramps that were non-compliant and 76 driveways.
ADAmS AvEnUE ACTivE TRAnSPORTATiOn ImPROvEmEnTS - mULTiPURPOSE TRAiLS, COSTA mESA
Klein served as the Project Engineer for the City of Costa Mesa for the Adams Avenue Active Transportation
Improvements – Multipurpose Trails Project. With 6,800 linear feet (1.3 miles) of Class I multipurpose trails along
Adams Avenue, connecting the Santa Ana River bridge to Royal Palm Drive, the project benefited cyclists, pedestrians,
and the broader community. The project required pavement rehabilitation; multipurpose trails construction;
median modifications; approximately 16 ADA ramp and 9 driveway construction; streetlight relocation/traffic signal
modifications at 4 separate intersections; landscaping and irrigation; utility appurtenance adjustments/relocations;
signing and striping replacement; a topographic survey consisting of aerial photographs, centerlines, monuments,
and property boundaries; a geotechnical study of subgrade soil and recommendations on pavement treatments
and multipurpose trail construction; 29 utility potholes; and a complete CEQA/NEPA environmental assessment
for an E-76 permit. OE utilized geo-referencing of the work site in a GIS map for data referencing and plan sheets.
FAiRviEW ROAD ACTivE TRAnSPORTATiOn ImPROvEmEnTS – ADAmS AvEnUE TO FAiR DRivE, COSTA mESA
Klein served as the Project Engineer for the City of Costa Mesa on the Fairview Road Active Transportation
Improvements – Adams Avenue to Fair Drive Project. The project includes the construction of 4,400 linear feet
(0.8 miles) of Class IV bike lanes along Fairview Road between Adams Avenue and Fair Drive. The work entails
pavement rehabilitation. Class IV bike lanes, traffic signal modifications, ADA curb ramps, median modifications,
landscaping and irrigation.
CARmEnITA REhABILITATIOn EXCELSIOR DRIvE TO ROSECRAnS AvEnUE, nORWALk
Klein served as the Project Engineer for the City of Norwalk on the $3 million rehabilitation of Carmenita Road
from Excelsior Drive to Rosecrans Avenue. Our team prepared 100% plans, specifications, and estimates, along
with all construction documents needed for bidding and award. The work included asphalt reconstruction, curb
and gutter repairs, and signing and striping enhancements to improve safety and traffic flow. We also managed
environmental compliance (NEPA/CEQA), right-of-way certification, and federal authorization requirements, while
supporting the City through bid review, construction engineering, and project closeout. This project highlights
our ability to provide complete, compliant, and cost-conscious roadway design solutions.
FiELDS OF EXPERTiSE:
ADA RAMP SIDEWALKPAVEMENT WIDENINGROADWAY
Section F: Resumes and Qualifications of Proposed Personnel
Onward Engineering | Design Smarter. Build Better.Request For Proposal, for the City of Diamond Bar, for the
FY 25/26 Civil Engineering Design Services, Project No. SI261 | a7
PROjECT EnginEER
Ya S h G upta
EXPERiEnCE
11
YeaRS OF
QUALIFICATIOnS
•M.Tech: Transportation Engineering, Malaviya NIT, Jaipur (2016–2019)•B.Tech: Civil Engineering, Arya College of Engineering & Research Centre, RTU (2010–2014)•Software: Civil 3D, AutoCAD, Autodesk Vehicle Tracking, PDS Line, PDS Sign, WaterGEMS, EPANET, STAAD Pro, 3ds Max•Skills: Bid document preparation, feasibility studies, design reporting; strong knowledge of traffic control
devices, road furniture, plan/profile creation, AutoCAD LISP routines; proficient in water distribution design using
WaterGEMS & EPANET
EXPERIEnCE
CREnShAW BOULEvARD STREET ImPROvEmEnT PROjECT, gARDEnA
Yash served as the Project Engineer to the City of Gardena on the Crenshaw Boulevard Street Improvement Project.
The project was located on the east half of Crenshaw Boulevard, between Rosecrans Avenue and W El Segundo
Boulevard. The project involved asphalt pavement improvements and sidewalk gap closer for approximately 460
feet of sidewalk to improve pedestrian access along the corridor. The design also incorporated ADA accessible
driveway improvements and catch basin reconstruction to fix damaged catch basins. The project also required a
geotechnical investigation and OE’s own in-house surveying team supplied the topographic survey, providing precise
and efficient field data collection and reducing potential schedule delays, integrating immediate topographic and
right-of-way data into the design, ensuring accuracy, expediting approvals and minimizing rework.
BROADWAy AnD mAnChESTER AvEnUE REhABiLiTATiOn PROjECTS, AnAhEim
Yash served as the Project Engineer for the City of Anaheim for the Broadway from Euclid Street to Harbor Boulevard
and Manchester Avenue from South City Limit to Anaheim Boulevard Street Rehabilitation Projects. The project
included rehabilitating approximately 7,000 linear feet (1.3 miles) of Broadway and 7,000 linear feet (1.3 miles) of
Manchester Avenue. The project also included designing 27 curb ramps that were non-compliant and 76 driveways.
SCE CORRiDOR TRAiL ImPROvEmEnTS PhASE III PROjECT, BUEnA PARk
Yash served as the Project Engineer for the City of Buena Park on the SCE Corridor Trail Improvements Phase III
Project, this project which is a continuation of the City’s ongoing effort to enhance pedestrian infrastructure
and community connectivity. This phase involves the construction of approximately 1,400 linear feet—equivalent
to 0.27 miles—of new decomposed granite (DG) and portland cement concrete (PCC) pedestrian trails within the
Southern California Edison (SCE) utility corridor, stretching between Knott Avenue and El Monte Drive. The scope
of work encompasses a comprehensive set of improvements aimed at delivering a safe, accessible, and visually
appealing trail experience. Site grading will be conducted to prepare the area for proper drainage and trail alignment.
Electrical service installation is included to support future lighting and corridor amenities. To further enhance the
corridor’s usability and aesthetic value, new landscaping and irrigation systems will be introduced along the trail
alignment. The project also includes curb, gutter, and sidewalk repairs in adjacent areas to ensure a cohesive and
accessible pedestrian experience. ADA-compliant curb ramps will be constructed to facilitate barrier-free access
at crossings and entry points. Existing utility appurtenances will be adjusted as necessary to integrate seamlessly
with the new infrastructure, and wayfinding and safety will be enhanced through the installation of new signage
and trail markers. Together, these improvements reflect the City’s commitment to creating a walkable and inclusive
environment, while maximizing the utility of existing corridors for community benefit.
FiELDS OF EXPERTiSE:
ADA RAMP SIDEWALKPAVEMENT WIDENINGROADWAY
Section F: Resumes and Qualifications of Proposed Personnel
Onward Engineering | Design Smarter. Build Better.Request For Proposal, for the City of Diamond Bar, for the
FY 25/26 Civil Engineering Design Services, Project No. SI261 | a8
PROjECT EnginEER
p aVa N p O heka R
EXPERiEnCE
6
YeaRS OF
QUALIFICATIOnS
• 6+ years of experience in civil design engineering and multidisciplinary infrastructure projects. • Software: Civil 3D, AutoCAD, ProjectWise, ACC BIM 360, HEC-RAS, MS Office. • Utilities Design: Storm, sanitary, water, gas, electric, and telecom to U.S. standards and city clearances. • Civil 3D: Pipe/pressure networks, grading, corridors, plan and profile production, cut–fill analysis. • Land Development: Site layout, surface grading, stormwater management, and vehicle tracking. • Hydraulic Work: Bridge geometry and flow calculations using MS Excel and HEC-RAS. • Projects: Land development sites, utility coordination, and arch bridge hydraulic studies.
EXPERIEnCE
SCE CORRiDOR TRAiL ImPROvEmEnTS PhASE III PROjECT, BUEnA PARk
Pavan served as the Project Engineer for the City of Buena Park on the SCE Corridor Trail Improvements Phase
III Project, this project which is a continuation of the City’s ongoing effort to enhance pedestrian infrastructure
and community connectivity. This phase involves the construction of approximately 1,400 linear feet—equivalent
to 0.27 miles—of new decomposed granite (DG) and portland cement concrete (PCC) pedestrian trails within the
Southern California Edison (SCE) utility corridor, stretching between Knott Avenue and El Monte Drive. The scope
of work encompasses a comprehensive set of improvements aimed at delivering a safe, accessible, and visually
appealing trail experience. Site grading will be conducted to prepare the area for proper drainage and trail alignment.
Electrical service installation is included to support future lighting and corridor amenities. To further enhance the
corridor’s usability and aesthetic value, new landscaping and irrigation systems will be introduced along the trail
alignment. The project also includes curb, gutter, and sidewalk repairs in adjacent areas to ensure a cohesive and
accessible pedestrian experience. ADA-compliant curb ramps will be constructed to facilitate barrier-free access
at crossings and entry points. Existing utility appurtenances will be adjusted as necessary to integrate seamlessly
with the new infrastructure, and wayfinding and safety will be enhanced through the installation of new signage
and trail markers. Together, these improvements reflect the City’s commitment to creating a walkable and inclusive
environment, while maximizing the utility of existing corridors for community benefit.
ARTERiAL STREET ImPROvEmEnT PROjECT, FOUnTAin vALLEy
Pavan served as the Project Engineer for the Arterial Street Improvement Project in the City of Fountain Valley.
This project focused on the rehabilitation of critical arterial roadways, enhancing safety and mobility for both
residents and visitors. The project included Ellis Avenue, from Brookhurst Street to Ward Street, approximately
2,600 linear feet; Ward Street, from Apache River Avenue to Ellis Avenue, approximately 1,140 linear feet; Newhope
Street, from Edinger Avenue to Heil Avenue, approximately 2,600 linear feet; and Slater Avenue, from Brookhurst
Street to Ward Street, approximately 2,600 linear feet. In total, the project covered approximately 8,940 linear feet
of roadway improvements. The scope of work featured a combination of a 3-inch grind with ARHM overlay, including
a leveling course, Type II slurry, and extensive concrete improvements. These enhancements included sidewalk
upgrades, ADA-compliant ramps, driveway reconstructions, and curb and gutter improvements, all designed to
ensure long-lasting durability and significantly improved driving conditions on these vital thoroughfares.
BROADWAy AnD mAnChESTER AvEnUE REhABiLiTATiOn PROjECTS, AnAhEim
Pavan served as the Project Engineer for the City of Anaheim for the Broadway from Euclid Street to Harbor Boulevard
and Manchester Avenue from South City Limit to Anaheim Boulevard Street Rehabilitation Projects. The project
included rehabilitating approximately 7,000 linear feet (1.3 miles) of Broadway and 7,000 linear feet (1.3 miles) of
Manchester Avenue. The project also included designing 27 curb ramps that were non-compliant and 76 driveways.
FiELDS OF EXPERTiSE:
ADA RAMP SIDEWALKPAVEMENT WIDENINGROADWAY
Section F: Resumes and Qualifications of Proposed Personnel
Onward Engineering | Design Smarter. Build Better.Request For Proposal, for the City of Diamond Bar, for the
FY 25/26 Civil Engineering Design Services, Project No. SI261 | a9
PROjECT EnginEER
Wikki SaR akaDam
EXPERiEnCE
9
YeaRS OF
QUALIFICATIOnS
• Master of Technology: Transportation Engineering – National Institute of Technology (VNIT), Nagpur, 2015 • Bachelor of Technology: Civil Engineering – VSIT, Hyderabad (Affiliated to JNTU), 2013 Technical Proficiencies • Geometric Design: Horizontal & Vertical alignments, intersections using Civil 3D, MX Roads, and OpenRoads• Software Expertise: AutoCAD, MicroStation, AutoTURN/AutoTrack, Navisworks, SewerGEMS, Infraworks, MS Office • 3D Modeling & Analysis: Utility modeling and clash detection, corridor modeling, Earthworks design• Drainage & Stormwater: Storm drain design, plan/profile drawing generation• Documentation & Reports: Cross sections, quantity take-offs, estimation, and DPR preparation
EXPERIEnCE
SCE CORRiDOR TRAiL ImPROvEmEnTS PhASE III PROjECT, BUEnA PARk
Wikki served as the Project Engineer for the City of Buena Park on the SCE Corridor Trail Improvements Phase III
Project, this project which is a continuation of the City’s ongoing effort to enhance pedestrian infrastructure
and community connectivity. This phase involves the construction of approximately 1,400 linear feet—equivalent
to 0.27 miles—of new decomposed granite (DG) and portland cement concrete (PCC) pedestrian trails within the
Southern California Edison (SCE) utility corridor, stretching between Knott Avenue and El Monte Drive. The scope
of work encompasses a comprehensive set of improvements aimed at delivering a safe, accessible, and visually
appealing trail experience. Site grading will be conducted to prepare the area for proper drainage and trail alignment.
Electrical service installation is included to support future lighting and corridor amenities. To further enhance the
corridor’s usability and aesthetic value, new landscaping and irrigation systems will be introduced along the trail
alignment. The project also includes curb, gutter, and sidewalk repairs in adjacent areas to ensure a cohesive and
accessible pedestrian experience. ADA-compliant curb ramps will be constructed to facilitate barrier-free access
at crossings and entry points. Existing utility appurtenances will be adjusted as necessary to integrate seamlessly
with the new infrastructure, and wayfinding and safety will be enhanced through the installation of new signage
and trail markers. Together, these improvements reflect the City’s commitment to creating a walkable and inclusive
environment, while maximizing the utility of existing corridors for community benefit.
BROADWAy AnD mAnChESTER AvEnUE REhABiLiTATiOn PROjECTS, AnAhEim
Wikki served as the Project Engineer for the City of Anaheim for the Broadway from Euclid Street to Harbor Boulevard
and Manchester Avenue from South City Limit to Anaheim Boulevard Street Rehabilitation Projects. The project
included rehabilitating approximately 7,000 linear feet (1.3 miles) of Broadway and 7,000 linear feet (1.3 miles) of
Manchester Avenue. The project also included designing 27 curb ramps that were non-compliant and 76 driveways.
ADAmS AvEnUE ACTivE TRAnSPORTATiOn ImPROvEmEnTS – mULTiPURPOSE TRAiLS PROjECT, COSTA mESA
Wikki served as the Project Engineer for the City of Costa Mesa for the Adams Avenue Active Transportation
Improvements – Multipurpose Trails Project. With 6,800 linear feet (1.3 miles) of Class I multipurpose trails along Adams
Avenue, connecting the Santa Ana River bridge to Royal Palm Drive, the project benefited cyclists, pedestrians,
and the broader community. The project required pavement rehabilitation; multipurpose trails construction;
median modifications; approximately 16 ADA ramp and 9 driveway construction; streetlight relocation/traffic signal
modifications at 4 separate intersections; landscaping and irrigation; utility appurtenance adjustments/relocations;
signing and striping replacement; a topographic survey consisting of aerial photographs, centerlines, monuments,
and property boundaries; a geotechnical study of subgrade soil and recommendations on pavement treatments and
multipurpose trail construction; 29 utility potholes; and a complete CEQA/NEPA environmental assessment for an E-76
permit. OE utilized geo-referencing of the work site in a GIS map for data referencing and plan sheets.
FiELDS OF EXPERTiSE:
ADA RAMP SIDEWALKPAVEMENT WIDENINGROADWAY
Section F: Resumes and Qualifications of Proposed Personnel
Onward Engineering | Design Smarter. Build Better.Request For Proposal, for the City of Diamond Bar, for the
FY 25/26 Civil Engineering Design Services, Project No. SI261 | a10
PROjECT EnginEER
abi SiNGh
EXPERiEnCE
4
YeaRS OF
QUALIFICATIOnS
• Bachelor of Technology: Civil Engineering – Bharati Vidyapeeth University, 2020 • Civil 3D: Site grading, utility modeling (water, sewer, storm drain), corridor and feature line design • Construction Drawings: Plan and profile preparation, permitting sets, and record drawings • Land Development: Road design, subdivisions, earthwork, signage, and striping plans • Software Expertise: AutoCAD Civil 3D, MS Office
EXPERIEnCE
SCE CORRiDOR TRAiL ImPROvEmEnTS PhASE III PROjECT, BUEnA PARk
Abi served as the Project Engineer for the City of Buena Park on the SCE Corridor Trail Improvements Phase III
Project, this project which is a continuation of the City’s ongoing effort to enhance pedestrian infrastructure
and community connectivity. This phase involves the construction of approximately 1,400 linear feet—equivalent
to 0.27 miles—of new decomposed granite (DG) and portland cement concrete (PCC) pedestrian trails within the
Southern California Edison (SCE) utility corridor, stretching between Knott Avenue and El Monte Drive. The scope
of work encompasses a comprehensive set of improvements aimed at delivering a safe, accessible, and visually
appealing trail experience. Site grading will be conducted to prepare the area for proper drainage and trail alignment.
Electrical service installation is included to support future lighting and corridor amenities. To further enhance the
corridor’s usability and aesthetic value, new landscaping and irrigation systems will be introduced along the trail
alignment. The project also includes curb, gutter, and sidewalk repairs in adjacent areas to ensure a cohesive and
accessible pedestrian experience. ADA-compliant curb ramps will be constructed to facilitate barrier-free access
at crossings and entry points. Existing utility appurtenances will be adjusted as necessary to integrate seamlessly
with the new infrastructure, and wayfinding and safety will be enhanced through the installation of new signage
and trail markers. Together, these improvements reflect the City’s commitment to creating a walkable and inclusive
environment, while maximizing the utility of existing corridors for community benefit.
ADAmS AvEnUE ACTivE TRAnSPORTATiOn ImPROvEmEnTS - mULTiPURPOSE TRAiLS, COSTA mESA
Abi served as the Project Engineer for the City of Costa Mesa for the Adams Avenue Active Transportation
Improvements – Multipurpose Trails Project. With 6,800 linear feet (1.3 miles) of Class I multipurpose trails along
Adams Avenue, connecting the Santa Ana River bridge to Royal Palm Drive, the project benefited cyclists, pedestrians,
and the broader community. The project required pavement rehabilitation; multipurpose trails construction;
median modifications; approximately 16 ADA ramp and 9 driveway construction; streetlight relocation/traffic signal
modifications at 4 separate intersections; landscaping and irrigation; utility appurtenance adjustments/relocations;
signing and striping replacement; a topographic survey consisting of aerial photographs, centerlines, monuments,
and property boundaries; a geotechnical study of subgrade soil and recommendations on pavement treatments
and multipurpose trail construction; 29 utility potholes; and a complete CEQA/NEPA environmental assessment
for an E-76 permit. OE utilized geo-referencing of the work site in a GIS map for data referencing and plan sheets.
FiELDS OF EXPERTiSE:
ADA RAMP SIDEWALKPAVEMENT WIDENINGROADWAY
Section F: Resumes and Qualifications of Proposed Personnel
Onward Engineering | Design Smarter. Build Better.Request For Proposal, for the City of Diamond Bar, for the
FY 25/26 Civil Engineering Design Services, Project No. SI261 | a11
NoorzayGeoNoorzayGeo
Maihan Noorzay, MS, PE, GE, QSD, QSP
PRINCIPAL ENGINEER
QUALiFiCATiOnS
BS: Civil Engineering - UC Irvine, 2007 | MS: Civil Engineering - Cal Poly Pomona, 2014 | PE: Registered Civil
Engineer - #C77901 | GE: Geotechnical Engineer - #3085 | QSD/QSP: Qualified SWPPP #23878
BiO
Maihan has over 15 years of experience on projects that included roadways, bridge and parking structures, freeway widenings,
and landfills. His tasks on these projects involved project plans and specifications review to verify consistency with the soils
report, review of daily field reports and laboratory test results to verify the accuracy of the project plans and specifications,
and technical and budget oversight during construction. His field experience includes field observations, monitoring, and
testing of grading operations that included fill and backfill placement, subgrade preparations for foundations and pavements
including overexcavation requirement verification, in-situ BAT permeameter testing, rammed aggregate pier installation quality
assurance, forensic distress inspections, Cast-In-Drilled-Hole (CIDH) borehole logging and quality assurance, and oversight
of investigation drilling operations. Maihan has also completed hundreds of soils reports for various conventional structures
including implementation of subsurface exploration programs, assignment of laboratory testing, engineering analysis, and
final report preparation. He has laboratory management experience performing characterization and construction soils test.
EXPERiEnCE
gREEn TREE BOULEvARD TO yATES ROAD EXTEnSIOn PROjECT, vICTORvILLE
Maihan prepared the Materials Report for Green Tree Boulevard to Yates Road Extension Project in Victorville, California. The
project extended from 500 feet west of Green Tree Boulevard from its intersection with Hesperia Road and continued east
over the BNSF railroad tracks to merge with Ridgecrest Road and Yates Road. At the western limit, the alignment also included
a portion of Hesperia Road from approximately 400 feet north of its intersection with Green Tree Boulevard to Coad Road to
the south. At the eastern limit, the project alignment split and continued onto Yates Road, heading north to its intersection
with Park Road and extending south on Ridgecrest Road to approximately 1,000 feet south of Chinquapin Drive. The project
scope of services included reviewing available reports prepared by project personnel, a field investigation and associated
laboratory testing, engineering analysis and preparation of the Materials Report suitable for submission to Caltrans.
LEnWOOD ROAD gRADE SEPARATIOn PROjECT, BARSTOW
Maihan was the QA Manager on this $32 million dollar Grade Separation Project as part of the Alameda Rail Corridor East
Project for the City of Barstow. The project was intended to facilitate the flow of both vehicular and freight rail traffic though
the City of Barstow. This project developed a grade separated crossing along Lenwood Road over the existing BNSF tracks.
The improvements include the widening of Lenwood Road from two lanes to four lanes between Main Street and Jasper Road.
The grade separation allowed for improved emergency response time and reduced congestion and in turn improved the air
quality of the surrounding area. Maihan provided Quality Assurance management involving testing services for construction
materials at the direction of the Project Managers of Simon Wong Engineering. The scope of work included compaction,
concrete and materials testing of many aspects of the project such as mechanically stabilized earth walls, structural fill and
embankment, and sewer improvements.
BRIDgE AT RAnChERO ROAD OvER ThE I-15 FREEWAy, hESPERIA
Maihan served as the Quality Assurance Manager on This project consisted of a Bridge at Ranchero Road over the I-15 Freeway
in Hesperia, CA. The project Quality Assurance Materials Testing and Inspection services was performed in accordance with
the Caltrans construction manual as well as the project special provisions. . Maihan’s daily responsibilities on the project
included reviewing daily reports, presenting lab and field test data, and offering technical guidance. Maihan also administered
and oversaw the hot mix asphalt QC/QA program including the coordination and verification of the contractors QC laboratory
testing, preparing the invoices using the SANBAG templates and categorized and filed all test data. Maihan also performed the
review and acceptance of hot-mix asphalt (HMA) mix designs, material submittals including JPCP and PCC mix design submittals.
Sub -cONSuLtaNt
Section F: Resumes and Qualifications of Proposed Personnel
Onward Engineering | Design Smarter. Build Better.Request For Proposal, for the City of Diamond Bar, for the
FY 25/26 Civil Engineering Design Services, Project No. SI261 | a12
Chris Loera
CHIEF OPERATING OFFICER / PROJECT MANAGER
QualiFicationS
CONSTRUCTION INSPECTION: East Los Angeles Skills Center
REGISTERED LEVEL III: Ground Penetrating Radar Technician | REGISTERED LEVEL III: Utility Locator
about
Chris Loera plans, organizes, directs and controls the activities of the Operations Department at C Below. He is responsible
for the performance of all department functions including Research and Development, Material Management, Order
Services and Engineering and Surveying. He is knowledgeable and experienced with Auto CAD, Civil 3D, SolidWorks 3D,
Micro Station, InRoads Suite, and Service CEO industry software, along with many others. He has worked directly on
many POLB and POLA projects, and with over 15 years of experience in the industry, Chris is proposed as a well qualified
locating quality assurance specialist.
experience
RAnChO LOS AmIgOS nATIOnAL REhABILITATIOn CEnTER, DOWnEy
Chris performed oversite of all utility investigation and operations of the entire campus as Vice President of operations.
The project services requirements included utility locating with use of GPR and Electromagnetic locating. Chris also
performed site surveying, CAD work, and Potholing on the project.
PORT OF LOng BEACh (On -CALL), LOng BEACh
As the VP of operations when called upon the City of Long Beach, Chris provided supervision of all operations to ensure
high quality control and accuracy. Services generally included vacuum potholing, traffic control, permanent or temporary
restoration of potholes, utility location, and trenches.
COLE AvEnUE STORm DRAIn UTILITy InvESTIgATIOn, RivERSiDE
Chris supervised all operations to assure they were conducted and completed as directed by the City of Riverside.
Project work services included Utility locating via GPR, Electromagnetic locating, ram rod locating, potholing via vacuum
excavation, surveying and AutoCAD work, and CCTV Pipe Inspection.
DURFEE AvEnUE POThOLIng PROjECT, PiCO RivERA
Chris supervised all operations in order to achieve the highest quality control and accuracy on Durfee Avenue for the
City of Pico Rivera. Services included vacuum excavations of fifty (50) locations as directed by the City.
nORTh SAnTA mOnICA BOULEvARD RECOnSTRUCTIOn PROjECT, BEvERLy hiLLS
The Santa Monica Boulevard Reconstruction Project was approved by the City Council to involve design reconstruction
to the roadway and upgrading the century-old drainage system. C Below was contracted to clear and mark out existing
utilities for multiple utility upgrade alignments in the road. The crews worked on the street, performing their own Traffic
Control during rush hour traffic and weekends to complete the investigation and to accommodate the Cities’ traffic
congestion. Over 120 pothole locations were performed, including the potholing of ramp footings that were excavated
during the reconstruction. C Below’s CCTV crews also used the robotic camera to video approximately 1,260 linear ft. of
storm drain lines in multiple locations. C Below’s final reporting was sent to our client in the form of a CCTV video report,
and detailed pothole report. This was a large and complex project that was completed quickly in 1 month.
Sub -cONSuLtaNt
Section F: Resumes and Qualifications of Proposed Personnel
Onward Engineering | Design Smarter. Build Better.Request For Proposal, for the City of Diamond Bar, for the
FY 25/26 Civil Engineering Design Services, Project No. SI261 | a13
STATEmEnT
Onward Engineering confirms that no individuals associated with our firm have any potential or actual conflict
of interest as defined in the RFP. No employee, officer, director, or immediate family member of our team has
served as an elected official, employee, board member, or commission member for the City of Diamond Bar in
a capacity that could influence the making of this contract.
Additionally, no individual within Onward Engineering holds any income, investment, or real property interest
that may be affected by the award or execution of this contract
Onward Engineering is fully compliant with all conflict-of-interest requirements, and we certify that no conflicts exist.
Majdi Ataya
President
Onward Engineering
11/10/2025
STATEmEnT
This proposal is submitted by Onward Engineering and is expressly predicated upon and compliant with all terms,
conditions, requirements, and specifications outlined in the City of Diamond Bar’s Request for Proposal (RFP).
Onward Engineering further certifies that this proposal shall remain valid and irrevocable for a period of one
hundred twenty (120) days from the date it is received by the City of Diamond Bar.
Majdi Ataya
President
Onward Engineering
11/10/2025
Section G: Conflict of Interest & Section H: Terms and Conditions
Onward Engineering | Design Smarter. Build Better.Request For Proposal, for the City of Diamond Bar, for the
FY 25/26 Civil Engineering Design Services, Project No. SI261 | 25
. cONFLict OF INteReStG
. teRmS aND cONDitiONSh
1ONWARD ENGINEERING300 S. HARBOR BLVD., SUITE 814ANAHEIM, CA 92805P: (714) 533-3050F: (714) 808-1270J USTIN L. SMEETSR EGISTERED PROFESSIONAL ENGINEERCIVILSTATE OF CALIFORNIA No. 78314EXP. 9/30/23DIAL BEFOREYOU DIGTOLL FREETWO WORKINGDAYS BEFOREYOU DIG1-800-227-2600791ICT
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6" GAS - SCG 8" GAS - SCGDOMESTIC WATER24" IRWDDOMESTIC WATER12" IRWD
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24" IRWD ELECT - SCE16' E OF CL12" SEWER IRWDDOMESTIC WATER24" IRWDSEWER-IRWDRECYCLED WATER-IRWDRECYCLED WATER-IRWDTEL - AT&TELECT - SCEELECT - SCE
3' N OF CURB ELECT - SCEELECT - SCE18" STORM DRAIN15" SEWER IRWD
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18" HP IRWD
4" TEL - AT&T / ZAYO 1/2" GAS - SCGTEL - AT&T / ZAYO
ELECT - SCEDOMESTIC WATER- IRWDELECT - SCE57' N OF CLDOMESTIC WATER24" IRWDSEWER - IRWD4" GAS - SCG
ELECT - SCETEL - CTL
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TEL - LEVEL 3 SCE - EASEMENTSCE - OHESCE - OHE SCE - EASEMENTIRVINE DESALTERPROJECT -IRWDRW METER-IRWD
IRWD RW
METERS33" SEWER IRWDRECYCLED WATER
24" IRWD
6" GAS - SCGELECT - SCE15" SEWER IRWD
DOMESTIC WATER
10" IRWD
ELECT - SCE3' N OF CURB
DOMESTIC WATER
18" IRWD
4" TEL - AT&T / ZAYO
2" GAS - SCGELECT - SCETEL - AT&T / ZAYO
TEL - AT&T
TEL - AT&T
TEL - AT&T / ZAYO
ELECT - SCE
ELECT - SCE
TEL - LEVEL 3
TEL - CTL
TEL - LEVEL 3
PUBLIC WORKS DEPARTMENTJ US
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PROFESSIONAL ENGINEERCIVILSTATE OF CALI
FOR
NIA No. 78314ONWARD ENGINEERING300 S. HARBOR BLVD., SUITE 814ANAHEIM, CA 92805P: (714) 533-3050F: (714) 808-1270PLANS PREPARED BY:CONSTRUCTION PLANS FOR THE IMPROVEMENT OFIRVINE CENTER DRIVEPAVEMENT REHABILITATIONEXP. 9/30/236NSCALE: 1" = 40'
RECYCLED WATER24" IRWD
6" GAS - SCG
ELECT - SCEELECT - SCE15" SEWER IRWD
DOMESTIC WATER
10" IRWD
ELECT - SCE3' N OF CURB DOMESTIC WATER- IRWDDOMESTIC WATER- IRWDDOMESTIC WATER- IRWD DOMESTIC WATER
18" HP IRWD
4" TEL - AT&T / ZAYO
4" TEL - AT&T 1/2" GAS - SCGTEL - AT&T / ZAYO
TEL - AT&T / ZAYO
2" GAS - SCGELECT - SCE12" SEWER - IRWD3" GAS -SCG15' E OF R/W60" STORM DRAIN7' E OF CLELECT - SCE
DOMESTIC WATER-IRWDRECYCLED WATER-IRWDTEL - AT&TELECT - SCEMONITORING WELL
-OCWD
ELECT - SCE
ELECT - SCE
ELECT - SCE
TEL - LEVEL 3
TEL - CTL
TEL - LEVEL 3
TEL - LEVEL 3
IRWD DWHYDRANT
IRWD RW
AIR RELEASE
IRWD DW
HYDRANT
IRWD DW
HYDRANT
IRWD DW
HYDRANT
RECYCLED WATER24" IRWD
8" GAS - SCG
23' S OF R/W
12" SEWER IRWD
12" SEWER IRWD
DOMESTIC WATER
10" IRWDDOMESTICWATER- IRWDDOMESTIC WATER18" HP IRWD
RECYCLED WATER- IRWDTEL - AT&TELECT - SCE4" TEL - AT&T / ZAYO
TEL - AT&T / ZAYO
ELECT - SCE
ELECT - SCE
ELECT - SCE
ELECT - SCE
TEL - LEVEL 3
TEL - CTL
TEL - LEVEL 3
TEL - LEVEL 3
IRWD RW
METERS
PUBLIC WORKS DEPARTMENTJ US
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PROFESSIONAL ENGINEERCIVILSTATE OF CALI
FOR
NIA No. 78314ONWARD ENGINEERING300 S. HARBOR BLVD., SUITE 814ANAHEIM, CA 92805P: (714) 533-3050F: (714) 808-1270PLANS PREPARED BY:CONSTRUCTION PLANS FOR THE IMPROVEMENT OFIRVINE CENTER DRIVEPAVEMENT REHABILITATIONEXP. 9/30/237NSCALE: 1" = 40'
RECYCLED WATER24" IRWD
RECYCLED WATER
24" IRWD RECYCLED WATER-IRWD8" GAS - SCG
23' S OF R/W 2" GAS - SCGTEL - CROWN CASTLEELECT - SCE1" GAS - SCG12" SEWER IRWD
DOMESTIC WATER
10" IRWD
DOMESTIC WATER18" HP IRWD
12" GAS - SCG22' E OF R/WRECYCLED WATER12" IRWDTEL -AT&TTEL -AT&T / ZAYOELECT - SCETEL -AT&TELECT - SCEELECT - SCE12" GAS - SCG40' E OF R/W4" TEL - AT&T
8" GAS - SCG
41' S OF R/W
4" TEL - AT&T / ZAYO
TEL - AT&T / ZAYO
ELECT - SCE
ELECT - SCEELECT - SCEELECT - SCE
ELECT - SCE
ELECT - SCE
TEL - LEVEL 3
TEL - CTL
TEL - LEVEL 3TEL - LEVEL 3TEL - LEVEL 3 TEL -AT&TIRWD DWHYDRANTRECYCLED WATER
24" IRWD
8" GAS - SCG23' S OF R/W
12" SEWER IRWD
12" SEWER IRWD
DOMESTIC WATER
10" IRWDDOMESTIC WATER- IRWDDOMESTIC WATER8" IRWDDOMESTIC WATER8" IRWDELECT - SCE12" SEWER - IRWDDOMESTIC WATER
18" HP IRWD
RECYCLED WATER4" IRWDTEL - AT&TTEL - AT&T4" GAS - SCG15' W OF R/WRECYCLED WATER-IRWD4" TEL - AT&T / ZAYO
4" TEL - AT&T / ZAYOTEL - AT&TTEL - AT&T / ZAYO
TEL - AT&T / ZAYO
ELECT - SCE
ELECT - SCERECYCLED WATER-IRWDSEWER - IRWDELECT - SCE
ELECT - SCE
ELECT - SCE
ELECT - SCE
TEL - LEVEL 3
TEL - CTL
TEL - LEVEL 3
TEL - LEVEL 3
IRWD DWHYDRANT12" SEWER - IRWDPUBLIC WORKS DEPARTMENTJ US
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PROFESSIONAL ENGINEERCIVILSTATE OF CALI
FOR
NIA No. 78314ONWARD ENGINEERING300 S. HARBOR BLVD., SUITE 814ANAHEIM, CA 92805P: (714) 533-3050F: (714) 808-1270PLANS PREPARED BY:CONSTRUCTION PLANS FOR THE IMPROVEMENT OFIRVINE CENTER DRIVEPAVEMENT REHABILITATIONEXP. 9/30/238NSCALE: 1" = 40'
PUBLIC WORKS DEPARTMENTJ US
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PROFESSIONAL ENGINEERCIVILSTATE OF CALI
FOR
NIA No. 78314ONWARD ENGINEERING300 S. HARBOR BLVD., SUITE 814ANAHEIM, CA 92805P: (714) 533-3050F: (714) 808-1270PLANS PREPARED BY:CONSTRUCTION PLANS FOR THE IMPROVEMENT OFIRVINE CENTER DRIVEPAVEMENT REHABILITATIONEXP. 9/30/239SCALE: 1" = 20'NOTE THIS SHEET:THE UTILITY FACILITIES SHOWN ARE FOR INFORMATION ONLY. THE UTILITY VALVE BOXES,MANHOLES, VAULTS, CONDUITS, AND OTHER APPURTENANCES SHOWN ARE SUBJECT TO FIELDVERIFICATION BY THE CONTRACTOR AND CONFIRMATION WITH UTILITY STAKEHOLDERS / CITYENGINEER IS REQUIRED PRIOR TO ANY REQUIRED RELOCATION. FOR COMPLETE UTILITYFACILITIES / RIGHT OF WAYS AND ACCURATE LOCATION / ACCESS DATA, SEE RECORD MAPS ATUTILITY STAKEHOLDERS COMPANY / DISTRICT OFFICE. EXISTING UTILITIES SHALL BEPROTECTED IN PLACE, UNLESS OTHERWISE SPECIFIED OR DESIGNED BY THE CITY ENGINEER.N
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PROFESSIONAL ENGINEERCIVILSTATE OF CALI
FOR
NIA No. 78314ONWARD ENGINEERING300 S. HARBOR BLVD., SUITE 814ANAHEIM, CA 92805P: (714) 533-3050F: (714) 808-1270PLANS PREPARED BY:CONSTRUCTION PLANS FOR THE IMPROVEMENT OFIRVINE CENTER DRIVEPAVEMENT REHABILITATIONEXP. 9/30/2310SCALE: 1" = 20'NOTE THIS SHEET:THE UTILITY FACILITIES SHOWN ARE FOR INFORMATION ONLY. THE UTILITY VALVE BOXES,MANHOLES, VAULTS, CONDUITS, AND OTHER APPURTENANCES SHOWN ARE SUBJECT TO FIELDVERIFICATION BY THE CONTRACTOR AND CONFIRMATION WITH UTILITY STAKEHOLDERS / CITYENGINEER IS REQUIRED PRIOR TO ANY REQUIRED RELOCATION. FOR COMPLETE UTILITYFACILITIES / RIGHT OF WAYS AND ACCURATE LOCATION / ACCESS DATA, SEE RECORD MAPS ATUTILITY STAKEHOLDERS COMPANY / DISTRICT OFFICE. EXISTING UTILITIES SHALL BEPROTECTED IN PLACE, UNLESS OTHERWISE SPECIFIED OR DESIGNED BY THE CITY ENGINEER.N
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PROFESSIONAL ENGINEERCIVILSTATE OF CALI
FOR
NIA No. 78314ONWARD ENGINEERING300 S. HARBOR BLVD., SUITE 814ANAHEIM, CA 92805P: (714) 533-3050F: (714) 808-1270PLANS PREPARED BY:CONSTRUCTION PLANS FOR THE IMPROVEMENT OFIRVINE CENTER DRIVEPAVEMENT REHABILITATIONEXP. 9/30/2311SCALE: 1" = 20'NOTE THIS SHEET:THE UTILITY FACILITIES SHOWN ARE FOR INFORMATION ONLY. THE UTILITY VALVE BOXES,MANHOLES, VAULTS, CONDUITS, AND OTHER APPURTENANCES SHOWN ARE SUBJECT TO FIELDVERIFICATION BY THE CONTRACTOR AND CONFIRMATION WITH UTILITY STAKEHOLDERS / CITYENGINEER IS REQUIRED PRIOR TO ANY REQUIRED RELOCATION. FOR COMPLETE UTILITYFACILITIES / RIGHT OF WAYS AND ACCURATE LOCATION / ACCESS DATA, SEE RECORD MAPS ATUTILITY STAKEHOLDERS COMPANY / DISTRICT OFFICE. EXISTING UTILITIES SHALL BEPROTECTED IN PLACE, UNLESS OTHERWISE SPECIFIED OR DESIGNED BY THE CITY ENGINEER.N
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PROFESSIONAL ENGINEERCIVILSTATE OF CALI
FOR
NIA No. 78314ONWARD ENGINEERING300 S. HARBOR BLVD., SUITE 814ANAHEIM, CA 92805P: (714) 533-3050F: (714) 808-1270PLANS PREPARED BY:CONSTRUCTION PLANS FOR THE IMPROVEMENT OFIRVINE CENTER DRIVEPAVEMENT REHABILITATIONEXP. 9/30/2312SCALE: 1" = 20'NOTE THIS SHEET:THE UTILITY FACILITIES SHOWN ARE FOR INFORMATION ONLY. THE UTILITY VALVE BOXES,MANHOLES, VAULTS, CONDUITS, AND OTHER APPURTENANCES SHOWN ARE SUBJECT TO FIELDVERIFICATION BY THE CONTRACTOR AND CONFIRMATION WITH UTILITY STAKEHOLDERS / CITYENGINEER IS REQUIRED PRIOR TO ANY REQUIRED RELOCATION. FOR COMPLETE UTILITYFACILITIES / RIGHT OF WAYS AND ACCURATE LOCATION / ACCESS DATA, SEE RECORD MAPS ATUTILITY STAKEHOLDERS COMPANY / DISTRICT OFFICE. EXISTING UTILITIES SHALL BEPROTECTED IN PLACE, UNLESS OTHERWISE SPECIFIED OR DESIGNED BY THE CITY ENGINEER.N
PUBLIC WORKS DEPARTMENTJ US
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PROFESSIONAL ENGINEERCIVILSTATE OF CALI
FOR
NIA No. 78314ONWARD ENGINEERING300 S. HARBOR BLVD., SUITE 814ANAHEIM, CA 92805P: (714) 533-3050F: (714) 808-1270PLANS PREPARED BY:CONSTRUCTION PLANS FOR THE IMPROVEMENT OFIRVINE CENTER DRIVEPAVEMENT REHABILITATIONEXP. 9/30/2313SCALE: 1" = 20'NOTE THIS SHEET:THE UTILITY FACILITIES SHOWN ARE FOR INFORMATION ONLY. THE UTILITY VALVE BOXES,MANHOLES, VAULTS, CONDUITS, AND OTHER APPURTENANCES SHOWN ARE SUBJECT TO FIELDVERIFICATION BY THE CONTRACTOR AND CONFIRMATION WITH UTILITY STAKEHOLDERS / CITYENGINEER IS REQUIRED PRIOR TO ANY REQUIRED RELOCATION. FOR COMPLETE UTILITYFACILITIES / RIGHT OF WAYS AND ACCURATE LOCATION / ACCESS DATA, SEE RECORD MAPS ATUTILITY STAKEHOLDERS COMPANY / DISTRICT OFFICE. EXISTING UTILITIES SHALL BEPROTECTED IN PLACE, UNLESS OTHERWISE SPECIFIED OR DESIGNED BY THE CITY ENGINEER.N
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PROFESSIONAL ENGINEERCIVILSTATE OF CALI
FOR
NIA No. 78314ONWARD ENGINEERING300 S. HARBOR BLVD., SUITE 814ANAHEIM, CA 92805P: (714) 533-3050F: (714) 808-1270PLANS PREPARED BY:CONSTRUCTION PLANS FOR THE IMPROVEMENT OFIRVINE CENTER DRIVEPAVEMENT REHABILITATIONEXP. 9/30/2314SCALE: 1" = 20'NOTE THIS SHEET:THE UTILITY FACILITIES SHOWN ARE FOR INFORMATION ONLY. THE UTILITY VALVE BOXES,MANHOLES, VAULTS, CONDUITS, AND OTHER APPURTENANCES SHOWN ARE SUBJECT TO FIELDVERIFICATION BY THE CONTRACTOR AND CONFIRMATION WITH UTILITY STAKEHOLDERS / CITYENGINEER IS REQUIRED PRIOR TO ANY REQUIRED RELOCATION. FOR COMPLETE UTILITYFACILITIES / RIGHT OF WAYS AND ACCURATE LOCATION / ACCESS DATA, SEE RECORD MAPS ATUTILITY STAKEHOLDERS COMPANY / DISTRICT OFFICE. EXISTING UTILITIES SHALL BEPROTECTED IN PLACE, UNLESS OTHERWISE SPECIFIED OR DESIGNED BY THE CITY ENGINEER.N
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PROFESSIONAL ENGINEERCIVILSTATE OF CALI
FOR
NIA No. 78314ONWARD ENGINEERING300 S. HARBOR BLVD., SUITE 814ANAHEIM, CA 92805P: (714) 533-3050F: (714) 808-1270PLANS PREPARED BY:CONSTRUCTION PLANS FOR THE IMPROVEMENT OFIRVINE CENTER DRIVEPAVEMENT REHABILITATIONEXP. 9/30/2315SCALE: 1" = 20'NOTE THIS SHEET:THE UTILITY FACILITIES SHOWN ARE FOR INFORMATION ONLY. THE UTILITY VALVE BOXES,MANHOLES, VAULTS, CONDUITS, AND OTHER APPURTENANCES SHOWN ARE SUBJECT TO FIELDVERIFICATION BY THE CONTRACTOR AND CONFIRMATION WITH UTILITY STAKEHOLDERS / CITYENGINEER IS REQUIRED PRIOR TO ANY REQUIRED RELOCATION. FOR COMPLETE UTILITYFACILITIES / RIGHT OF WAYS AND ACCURATE LOCATION / ACCESS DATA, SEE RECORD MAPS ATUTILITY STAKEHOLDERS COMPANY / DISTRICT OFFICE. EXISTING UTILITIES SHALL BEPROTECTED IN PLACE, UNLESS OTHERWISE SPECIFIED OR DESIGNED BY THE CITY ENGINEER.N
PUBLIC WORKS DEPARTMENTJ US
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PROFESSIONAL ENGINEERCIVILSTATE OF CALI
FOR
NIA No. 78314ONWARD ENGINEERING300 S. HARBOR BLVD., SUITE 814ANAHEIM, CA 92805P: (714) 533-3050F: (714) 808-1270PLANS PREPARED BY:CONSTRUCTION PLANS FOR THE IMPROVEMENT OFIRVINE CENTER DRIVEPAVEMENT REHABILITATIONEXP. 9/30/2316SCALE: 1" = 20'NOTE THIS SHEET:THE UTILITY FACILITIES SHOWN ARE FOR INFORMATION ONLY. THE UTILITY VALVE BOXES,MANHOLES, VAULTS, CONDUITS, AND OTHER APPURTENANCES SHOWN ARE SUBJECT TO FIELDVERIFICATION BY THE CONTRACTOR AND CONFIRMATION WITH UTILITY STAKEHOLDERS / CITYENGINEER IS REQUIRED PRIOR TO ANY REQUIRED RELOCATION. FOR COMPLETE UTILITYFACILITIES / RIGHT OF WAYS AND ACCURATE LOCATION / ACCESS DATA, SEE RECORD MAPS ATUTILITY STAKEHOLDERS COMPANY / DISTRICT OFFICE. EXISTING UTILITIES SHALL BEPROTECTED IN PLACE, UNLESS OTHERWISE SPECIFIED OR DESIGNED BY THE CITY ENGINEER.N
PUBLIC WORKS DEPARTMENTJ US
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PROFESSIONAL ENGINEERCIVILSTATE OF CALI
FOR
NIA No. 78314ONWARD ENGINEERING300 S. HARBOR BLVD., SUITE 814ANAHEIM, CA 92805P: (714) 533-3050F: (714) 808-1270PLANS PREPARED BY:CONSTRUCTION PLANS FOR THE IMPROVEMENT OFIRVINE CENTER DRIVEPAVEMENT REHABILITATIONEXP. 9/30/2317SCALE: 1" = 20'NOTE THIS SHEET:THE UTILITY FACILITIES SHOWN ARE FOR INFORMATION ONLY. THE UTILITY VALVE BOXES,MANHOLES, VAULTS, CONDUITS, AND OTHER APPURTENANCES SHOWN ARE SUBJECT TO FIELDVERIFICATION BY THE CONTRACTOR AND CONFIRMATION WITH UTILITY STAKEHOLDERS / CITYENGINEER IS REQUIRED PRIOR TO ANY REQUIRED RELOCATION. FOR COMPLETE UTILITYFACILITIES / RIGHT OF WAYS AND ACCURATE LOCATION / ACCESS DATA, SEE RECORD MAPS ATUTILITY STAKEHOLDERS COMPANY / DISTRICT OFFICE. EXISTING UTILITIES SHALL BEPROTECTED IN PLACE, UNLESS OTHERWISE SPECIFIED OR DESIGNED BY THE CITY ENGINEER.N
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PROFESSIONAL ENGINEERCIVILSTATE OF CALI
FOR
NIA No. 78314ONWARD ENGINEERING300 S. HARBOR BLVD., SUITE 814ANAHEIM, CA 92805P: (714) 533-3050F: (714) 808-1270PLANS PREPARED BY:CONSTRUCTION PLANS FOR THE IMPROVEMENT OFIRVINE CENTER DRIVEPAVEMENT REHABILITATIONEXP. 9/30/2318SCALE: 1" = 20'NOTE THIS SHEET:THE UTILITY FACILITIES SHOWN ARE FOR INFORMATION ONLY. THE UTILITY VALVE BOXES,MANHOLES, VAULTS, CONDUITS, AND OTHER APPURTENANCES SHOWN ARE SUBJECT TO FIELDVERIFICATION BY THE CONTRACTOR AND CONFIRMATION WITH UTILITY STAKEHOLDERS / CITYENGINEER IS REQUIRED PRIOR TO ANY REQUIRED RELOCATION. FOR COMPLETE UTILITYFACILITIES / RIGHT OF WAYS AND ACCURATE LOCATION / ACCESS DATA, SEE RECORD MAPS ATUTILITY STAKEHOLDERS COMPANY / DISTRICT OFFICE. EXISTING UTILITIES SHALL BEPROTECTED IN PLACE, UNLESS OTHERWISE SPECIFIED OR DESIGNED BY THE CITY ENGINEER.N
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PROFESSIONAL ENGINEERCIVILSTATE OF CALI
FOR
NIA No. 78314ONWARD ENGINEERING300 S. HARBOR BLVD., SUITE 814ANAHEIM, CA 92805P: (714) 533-3050F: (714) 808-1270PLANS PREPARED BY:CONSTRUCTION PLANS FOR THE IMPROVEMENT OFIRVINE CENTER DRIVEPAVEMENT REHABILITATIONEXP. 9/30/2319SCALE: 1" = 20'NOTE THIS SHEET:THE UTILITY FACILITIES SHOWN ARE FOR INFORMATION ONLY. THE UTILITY VALVE BOXES,MANHOLES, VAULTS, CONDUITS, AND OTHER APPURTENANCES SHOWN ARE SUBJECT TO FIELDVERIFICATION BY THE CONTRACTOR AND CONFIRMATION WITH UTILITY STAKEHOLDERS / CITYENGINEER IS REQUIRED PRIOR TO ANY REQUIRED RELOCATION. FOR COMPLETE UTILITYFACILITIES / RIGHT OF WAYS AND ACCURATE LOCATION / ACCESS DATA, SEE RECORD MAPS ATUTILITY STAKEHOLDERS COMPANY / DISTRICT OFFICE. EXISTING UTILITIES SHALL BEPROTECTED IN PLACE, UNLESS OTHERWISE SPECIFIED OR DESIGNED BY THE CITY ENGINEER.N
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PROFESSIONAL ENGINEERCIVILSTATE OF CALI
FOR
NIA No. 78314ONWARD ENGINEERING300 S. HARBOR BLVD., SUITE 814ANAHEIM, CA 92805P: (714) 533-3050F: (714) 808-1270PLANS PREPARED BY:CONSTRUCTION PLANS FOR THE IMPROVEMENT OFIRVINE CENTER DRIVEPAVEMENT REHABILITATIONEXP. 9/30/2320SCALE: 1" = 20'NOTE THIS SHEET:THE UTILITY FACILITIES SHOWN ARE FOR INFORMATION ONLY. THE UTILITY VALVE BOXES,MANHOLES, VAULTS, CONDUITS, AND OTHER APPURTENANCES SHOWN ARE SUBJECT TO FIELDVERIFICATION BY THE CONTRACTOR AND CONFIRMATION WITH UTILITY STAKEHOLDERS / CITYENGINEER IS REQUIRED PRIOR TO ANY REQUIRED RELOCATION. FOR COMPLETE UTILITYFACILITIES / RIGHT OF WAYS AND ACCURATE LOCATION / ACCESS DATA, SEE RECORD MAPS ATUTILITY STAKEHOLDERS COMPANY / DISTRICT OFFICE. EXISTING UTILITIES SHALL BEPROTECTED IN PLACE, UNLESS OTHERWISE SPECIFIED OR DESIGNED BY THE CITY ENGINEER.N
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PROFESSIONAL ENGINEERCIVILSTATE OF CALI
FOR
NIA No. 78314ONWARD ENGINEERING300 S. HARBOR BLVD., SUITE 814ANAHEIM, CA 92805P: (714) 533-3050F: (714) 808-1270PLANS PREPARED BY:CONSTRUCTION PLANS FOR THE IMPROVEMENT OFIRVINE CENTER DRIVEPAVEMENT REHABILITATIONEXP. 9/30/2321SCALE: 1" = 20'NOTE THIS SHEET:THE UTILITY FACILITIES SHOWN ARE FOR INFORMATION ONLY. THE UTILITY VALVE BOXES,MANHOLES, VAULTS, CONDUITS, AND OTHER APPURTENANCES SHOWN ARE SUBJECT TO FIELDVERIFICATION BY THE CONTRACTOR AND CONFIRMATION WITH UTILITY STAKEHOLDERS / CITYENGINEER IS REQUIRED PRIOR TO ANY REQUIRED RELOCATION. FOR COMPLETE UTILITYFACILITIES / RIGHT OF WAYS AND ACCURATE LOCATION / ACCESS DATA, SEE RECORD MAPS ATUTILITY STAKEHOLDERS COMPANY / DISTRICT OFFICE. EXISTING UTILITIES SHALL BEPROTECTED IN PLACE, UNLESS OTHERWISE SPECIFIED OR DESIGNED BY THE CITY ENGINEER.N
"BIKE"LT (2x)LT (2x)RT"LANE"
"SIGNAL"
(3x)
"AHEAD"
(3x)
"AHEAD"
(3x)
"SIGNAL"
(3x)
L=50'L=50'L=50'L=50'L=180'L=180'EX. SIGNR8-3a (MOD.)
EX. SIGN
R2-1
(50 MPH)
EX. SIGN
R8-3a (MOD.)
L=306SIX (6)TEN (10)
THREE (3)
345' FROM
X-WALK
THREE (3)
354' FROM X-WALK
"LANE"L=306'"BIKE"
"BIKE LANE"
R4-4
RT
"BIKE"
"LANE"
RT
LT (2x)
LT (2x)
"LANE""BIKE"
L=50'
L=50'
L=50'L=50'L=50'
L=50'
L=50'
L=110'
L=150'
L=150'
"BIKE""LANE"
EX. SIGN
R26 (EB)
EX. SIGNR8-3a (MOD.)EX. SIGNSR4-7R6-2 (RT)N-1 (CA)EX. SIGNSR4-7N-1 (CA)EX. SIGN R9-3a L=50'
EX. SIGNS
R6-2 (LT)
N-1 (CA)
EX. SIGNR9-3a
THREE (3)
345' FROM
X-WALK
"BIKE LANE"R4-4
PUBLIC WORKS DEPARTMENTJ US
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PROFESSIONAL ENGINEERCIVILSTATE OF CALI
FOR
NIA No. 78314ONWARD ENGINEERING300 S. HARBOR BLVD., SUITE 814ANAHEIM, CA 92805P: (714) 533-3050F: (714) 808-1270PLANS PREPARED BY:CONSTRUCTION PLANS FOR THE IMPROVEMENT OFIRVINE CENTER DRIVEPAVEMENT REHABILITATIONEXP. 9/30/2322NSCALE: 1" = 40'
"SIGNAL"(3x)"SIGNAL"(3x)
"BIKE"
"AHEAD"(3x)
"LANE"
LT
LT
LT
"AHEAD"(3x)
"LANE"
"BIKE"
L=50'
L=50'
L=50'
L=50'
L=160'
L=160'
L=50'
L=50'
L=50'
L=50'
EX. SIGNS
R2-1 (50 MPH)
R8-1 (MOD.)EX. SIGNSR4-7N-1 (CA)EX. SIGNSR4-7R6-2N-1 (CA)EX. SIGNM1-2
L=200'
L=200'
LT
"AHEAD"
(3x)
"SIGNAL"
(3x)
"SIGNAL"
(3x)
"AHEAD"
(3x)
EX. SIGN
M1-2
L=200'PUBLIC WORKS DEPARTMENTJ US
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PROFESSIONAL ENGINEERCIVILSTATE OF CALI
FOR
NIA No. 78314ONWARD ENGINEERING300 S. HARBOR BLVD., SUITE 814ANAHEIM, CA 92805P: (714) 533-3050F: (714) 808-1270PLANS PREPARED BY:CONSTRUCTION PLANS FOR THE IMPROVEMENT OFIRVINE CENTER DRIVEPAVEMENT REHABILITATIONEXP. 9/30/2323NSCALE: 1" = 40'
"SIGNAL"(3x)LT (2x)
RT
"LANE"
"BIKE"
"BIKE"
RT
LT (2x)
"AHEAD"(3x)"BIKE""LANE"RT
RT
"BIKE"
"BIKE"
"LANE"
"LANE"
RT
L=50'
L=50'L=50'
L=50'
L=230'L=230'
L=200'
L=200'
L=290'
L=290'
L=65'
L=275'L=124'"BIKE""LANE"EX. SIGNR2-1 (50 MPH)"LANE""AHEAD"(3x)"SIGNAL"(3x)EX. SIGNSR4-7R6-2N-1 (CA)R4-4
R4-4
"BIKE"
"LANE"
LT
LT (2x)
LT (2x)LT"BIKE"
"LANE"
RT
L=50'L=50'
L=50'
L=50'
L=50'
L=50'
L=50'L=50'
L=195'
L=195'
L=170'
L=275'
L=200'
L=124'
L=200'EX. SIGNSR4-7N-1 (CA)EX. SIGNSR4-7R6-2N-1 (CA)"BIKE LANE"PUBLIC WORKS DEPARTMENTJ US
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PROFESSIONAL ENGINEERCIVILSTATE OF CALI
FOR
NIA No. 78314ONWARD ENGINEERING300 S. HARBOR BLVD., SUITE 814ANAHEIM, CA 92805P: (714) 533-3050F: (714) 808-1270PLANS PREPARED BY:CONSTRUCTION PLANS FOR THE IMPROVEMENT OFIRVINE CENTER DRIVEPAVEMENT REHABILITATIONEXP. 9/30/2324NSCALE: 1" = 40'
·····PUBLIC WORKS DEPARTMENTJ US
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PROFESSIONAL ENGINEERCIVILSTATE OF CALI
FOR
NIA No. 78314ONWARD ENGINEERING300 S. HARBOR BLVD., SUITE 814ANAHEIM, CA 92805P: (714) 533-3050F: (714) 808-1270PLANS PREPARED BY:CONSTRUCTION PLANS FOR THE IMPROVEMENT OFIRVINE CENTER DRIVEPAVEMENT REHABILITATIONEXP. 9/30/2328···········
PUBLIC WORKS DEPARTMENTJ US
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PROFESSIONAL ENGINEERCIVILSTATE OF CALI
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NIA No. 78314ONWARD ENGINEERING300 S. HARBOR BLVD., SUITE 814ANAHEIM, CA 92805P: (714) 533-3050F: (714) 808-1270PLANS PREPARED BY:CONSTRUCTION PLANS FOR THE IMPROVEMENT OFIRVINE CENTER DRIVEPAVEMENT REHABILITATIONEXP. 9/30/2329NSCALE: 1" = 40'
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NIA No. 78314ONWARD ENGINEERING300 S. HARBOR BLVD., SUITE 814ANAHEIM, CA 92805P: (714) 533-3050F: (714) 808-1270PLANS PREPARED BY:CONSTRUCTION PLANS FOR THE IMPROVEMENT OFIRVINE CENTER DRIVEPAVEMENT REHABILITATIONEXP. 9/30/2331NSCALE: 1" = 40'
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NIA No. 78314ONWARD ENGINEERING300 S. HARBOR BLVD., SUITE 814ANAHEIM, CA 92805P: (714) 533-3050F: (714) 808-1270PLANS PREPARED BY:CONSTRUCTION PLANS FOR THE IMPROVEMENT OFIRVINE CENTER DRIVEPAVEMENT REHABILITATIONEXP. 9/30/2332NSCALE: 1" = 40'
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NIA No. 78314ONWARD ENGINEERING300 S. HARBOR BLVD., SUITE 814ANAHEIM, CA 92805P: (714) 533-3050F: (714) 808-1270PLANS PREPARED BY:CONSTRUCTION PLANS FOR THE IMPROVEMENT OFIRVINE CENTER DRIVEPAVEMENT REHABILITATIONEXP. 9/30/2334NSCALE: 1" = 40'
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NIA No. 78314ONWARD ENGINEERING300 S. HARBOR BLVD., SUITE 814ANAHEIM, CA 92805P: (714) 533-3050F: (714) 808-1270PLANS PREPARED BY:CONSTRUCTION PLANS FOR THE IMPROVEMENT OFIRVINE CENTER DRIVEPAVEMENT REHABILITATIONEXP. 9/30/2335NSCALE: 1" = 40'
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NIA No. 78314ONWARD ENGINEERING300 S. HARBOR BLVD., SUITE 814ANAHEIM, CA 92805P: (714) 533-3050F: (714) 808-1270PLANS PREPARED BY:CONSTRUCTION PLANS FOR THE IMPROVEMENT OFIRVINE CENTER DRIVEPAVEMENT REHABILITATIONEXP. 9/30/2336NSCALE: 1" = 40'
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NIA No. 78314ONWARD ENGINEERING300 S. HARBOR BLVD., SUITE 814ANAHEIM, CA 92805P: (714) 533-3050F: (714) 808-1270PLANS PREPARED BY:CONSTRUCTION PLANS FOR THE IMPROVEMENT OFIRVINE CENTER DRIVEPAVEMENT REHABILITATIONEXP. 9/30/2337NSCALE: 1" = 40'
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NIA No. 78314ONWARD ENGINEERING300 S. HARBOR BLVD., SUITE 814ANAHEIM, CA 92805P: (714) 533-3050F: (714) 808-1270PLANS PREPARED BY:CONSTRUCTION PLANS FOR THE IMPROVEMENT OFIRVINE CENTER DRIVEPAVEMENT REHABILITATIONEXP. 9/30/2341NSCALE: 1" = 40'
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NIA No. 78314ONWARD ENGINEERING300 S. HARBOR BLVD., SUITE 814ANAHEIM, CA 92805P: (714) 533-3050F: (714) 808-1270PLANS PREPARED BY:CONSTRUCTION PLANS FOR THE IMPROVEMENT OFIRVINE CENTER DRIVEPAVEMENT REHABILITATIONEXP. 9/30/2342NSCALE: 1" = 40'
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PROJECT NO. TI-277HEIL AVE AND WARD STREETPUBLIC WORKS DEPARTMENTCITY OF FOUNTAIN VALLEYRCallbefore you dig.below.Know what'sAS-BUILT DATACITY OF FOUNTAIN VALLEY, CALIFORNIASHEETOFCAD FILE:NUMBERCITY PROJECTBENCHMARKCONTRACTOR'S NAMECOMPLETION DATEVNIATNUOFFOINCORPORATED195713,ENUJINROFILAC,YTNUOCEGNARValleyFountainYELLAYTICAOA NICE PLACE TO LIVEPREPARED BY:REFERENCESAPPROVEDDATEREVISIONSNUMBERAPPROVED BY:APPROVALSCITY REVIEWTHE REHABILITATION AND RESURFACING OFHEIL AVE FROM EUCLID STREET TO HARBOR STREETWARD ST FROM EDINGER AVE TO CITY LIMITINITIALS :REGINO DEAVILA ENGINEER OF WORK:C I PRECOMMENDED BY:
PREPARED BY:NUMBERREVISIONSDATEAPPROVEDREFERENCESCOMPLETION DATECONTRACTOR'S NAMEBENCHMARKCITY OF FOUNTAIN VALLEY, CALIFORNIAAS-BUILT DATACITY PROJECTNUMBERCAD FILE:OFSHEETNNNNNNNNN
PREPARED BY:NUMBERREVISIONSDATEAPPROVEDREFERENCESCOMPLETION DATECONTRACTOR'S NAMEBENCHMARKCITY OF FOUNTAIN VALLEY, CALIFORNIAAS-BUILT DATACITY PROJECTNUMBERCAD FILE:OFSHEET
PREPARED BY:NUMBERREVISIONSDATEAPPROVEDREFERENCESCOMPLETION DATECONTRACTOR'S NAMEBENCHMARKCITY OF FOUNTAIN VALLEY, CALIFORNIAAS-BUILT DATACITY PROJECTNUMBERCAD FILE:OFSHEETN
PREPARED BY:NUMBERREVISIONSDATEAPPROVEDREFERENCESCOMPLETION DATECONTRACTOR'S NAMEBENCHMARKCITY OF FOUNTAIN VALLEY, CALIFORNIAAS-BUILT DATACITY PROJECTNUMBERCAD FILE:OFSHEETN
PREPARED BY:NUMBERREVISIONSDATEAPPROVEDREFERENCESCOMPLETION DATECONTRACTOR'S NAMEBENCHMARKCITY OF FOUNTAIN VALLEY, CALIFORNIAAS-BUILT DATACITY PROJECTNUMBERCAD FILE:OFSHEETN
PREPARED BY:NUMBERREVISIONSDATEAPPROVEDREFERENCESCOMPLETION DATECONTRACTOR'S NAMEBENCHMARKCITY OF FOUNTAIN VALLEY, CALIFORNIAAS-BUILT DATACITY PROJECTNUMBERCAD FILE:OFSHEETN
PREPARED BY:NUMBERREVISIONSDATEAPPROVEDREFERENCESCOMPLETION DATECONTRACTOR'S NAMEBENCHMARKCITY OF FOUNTAIN VALLEY, CALIFORNIAAS-BUILT DATACITY PROJECTNUMBERCAD FILE:OFSHEETN
PREPARED BY:NUMBERREVISIONSDATEAPPROVEDREFERENCESCOMPLETION DATECONTRACTOR'S NAMEBENCHMARKCITY OF FOUNTAIN VALLEY, CALIFORNIAAS-BUILT DATACITY PROJECTNUMBERCAD FILE:OFSHEETN
PREPARED BY:NUMBERREVISIONSDATEAPPROVEDREFERENCESCOMPLETION DATECONTRACTOR'S NAMEBENCHMARKCITY OF FOUNTAIN VALLEY, CALIFORNIAAS-BUILT DATACITY PROJECTNUMBERCAD FILE:OFSHEETN
PREPARED BY:NUMBERREVISIONSDATEAPPROVEDREFERENCESCOMPLETION DATECONTRACTOR'S NAMEBENCHMARKCITY OF FOUNTAIN VALLEY, CALIFORNIAAS-BUILT DATACITY PROJECTNUMBERCAD FILE:OFSHEETN
PREPARED BY:NUMBERREVISIONSDATEAPPROVEDREFERENCESCOMPLETION DATECONTRACTOR'S NAMEBENCHMARKCITY OF FOUNTAIN VALLEY, CALIFORNIAAS-BUILT DATACITY PROJECTNUMBERCAD FILE:OFSHEETN
PREPARED BY:NUMBERREVISIONSDATEAPPROVEDREFERENCESCOMPLETION DATECONTRACTOR'S NAMEBENCHMARKCITY OF FOUNTAIN VALLEY, CALIFORNIAAS-BUILT DATACITY PROJECTNUMBERCAD FILE:OFSHEETN
PREPARED BY:NUMBERREVISIONSDATEAPPROVEDREFERENCESCOMPLETION DATECONTRACTOR'S NAMEBENCHMARKCITY OF FOUNTAIN VALLEY, CALIFORNIAAS-BUILT DATACITY PROJECTNUMBERCAD FILE:OFSHEETN
PREPARED BY:NUMBERREVISIONSDATEAPPROVEDREFERENCESCOMPLETION DATECONTRACTOR'S NAMEBENCHMARKCITY OF FOUNTAIN VALLEY, CALIFORNIAAS-BUILT DATACITY PROJECTNUMBERCAD FILE:OFSHEETNN
PREPARED BY:NUMBERREVISIONSDATEAPPROVEDREFERENCESCOMPLETION DATECONTRACTOR'S NAMEBENCHMARKCITY OF FOUNTAIN VALLEY, CALIFORNIAAS-BUILT DATACITY PROJECTNUMBERCAD FILE:OFSHEETNN
PREPARED BY:NUMBERREVISIONSDATEAPPROVEDREFERENCESCOMPLETION DATECONTRACTOR'S NAMEBENCHMARKCITY OF FOUNTAIN VALLEY, CALIFORNIAAS-BUILT DATACITY PROJECTNUMBERCAD FILE:OFSHEETNN
GENERAL NOTES1.ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACTPROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCESPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED.2.WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BYREFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAIDCONFLICT TO THE CITY ENGINEER FOR RESOLUTION.3.ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.4.CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT,ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEASTTWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909)350-7610.5.THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THESTATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION UNLESS OTHERWISE DIRECTED BYTHE CITY TRAFFIC ENGINEER.6.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFICCONTROL DEVICES AT ALL TIMES.7.THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET ORGREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.8.THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING,SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OFINDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHENTHE POTENTIAL EXISTS FOR GROUND MOVEMENT.9.NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMITFOR THAT PURPOSE.10.THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BETHE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANYEXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALLCONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION.11.THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO,GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMEDWATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKINGDAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES.12.THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCYAUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATIONAND WATER REQUIREMENTS.13.CURVE DATA REFERS TO THE FACE OF CURB.14.STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.15.ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TOCONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OFBENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.16.THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUTPRIOR NOTIFICATION TO THE CITY ENGINEER.17.REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES ANDBENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTSTHAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFYTHE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATERREPLACEMENT OF THE MONUMENT.18.THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOTLANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES.19.THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATEWATERING, AT ALL TIMES.20.ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR.21.THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLICOR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.22.NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.23.A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITYSHALL REQUIRE RE-WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.24.CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS.UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING ORLEAVING IMPROVEMENTS.25.THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTIONAND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS.26.ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE.27.THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL.28.NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED ANDAPPROVED.29.ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.30.APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.31.ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVINGCONTRACTOR UPON COMPLETION OF PAVING.32.UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHERTRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.33.CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THECONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.34.AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDERECORD DRAWINGS TO THE CITY ENGINEER.CITY OF FONTANAVICINITY MAPN.T.S.BENCHMARKTHE BASIS OF BEARINGS FOR THIS PROJECT WHICH ARE SHOWN HEREON ARE AREBASED UPON A LINE BETWEEN MONUMENT 'A' WHICH IS A NAIL AND WASHER AT THEINTERSECTION OF RANDALL AVENUE AND OLEANDER AVENUE AND MONUMENT 'B'WHICH IS A NAIL AND WASHER AT THE INTERSECTION OF RANDALL AVENUE ANDSYCAMORE LANE ALONG RANDALL AVENUE.S89°28'05" W BETWEEN MONUMENTS A & B PER RECORD OF SURVEY 03-162.DOCUMENT NO. 2005-0298484, IN BOOK 123 OF RECORD OF SURVEY, PAGE 78 ONFILE IN THE SAN BERNARDINO COUNTY, CALIFORNIA RECORDER'S OFFICE.BASIS OF BEARINGELEVATIONS SHOWN HEREON ARE BASED UPON A MEASUREMENT TAKEN OF A FIREHYDRANT TOP. LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION OFOF HAWTHORNE AVENUE & CATAWBA AVENUE.BENCHMARK #614 PER CITY OF FONTANA CONTROL POINT DATABASE.ELEVATION: 1152.53'STREET IMPROVEMENTSRANDALL AVENUE PROJECTCATAWBA AVENUE TO CITRUS AVENUEABBREVIATIONSACASPHALT CONCRETEBCBEGIN CURVEBCRBEGIN CURB RETURNBWBACK OF WALKC&GCURB AND GUTTERCFCURB FACECLCENTERLINECLFCHAIN-LINK FENCEDWYDRIVEWAYECEND CURVEECREND CURB RETURNELECELECTRICALE/OEAST OFEPEDGE OF PAVEMENTEXEXISTINGFHFIRE HYDRANTMERRILL AVERANDALL AVESAN BERNARDINO AVEVALLEY BLVDI-10CITRUS AVE
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SHEET INDEXSHEET NO.DESCRIPTION 1TITLE SHEET 2STREET CROSS SECTIONS 3-5CROSS GUTTER AND CURB RAMP DETAILS 6DRIVEWAY DETAILS 7-9STREET IMPROVEMENT PLANSGENERAL MANHOLESTORM DRAIN MANHOLEIRRIGATION CONTROL VALVEWATER VALVEPOWER POLEGUY WIREFIRE HYDRANTSTREET LIGHTTRAFFIC SIGNALSTREET CENTERLINEPROPERTY LINE/LOT LINERIGHT-OF-WAYMAIL BOXTRAFFIC SIGNAL PULL BOXSTREET LIGHTING PULL BOXGENERAL PULL BOXGENERAL CABINETWATER METERSIGNTREESEWER MANHOLELEGENDPROPOSED CONCRETE IMPROVEMENTSPROPOSED TRUNCATED DOMESREMOVE EX. AC PAVEMENT.CONSTRUCT 6.5" AC PAVEMENT OVER 95%COMPACTED NATIVE SUBGRADE.GRADE EX. TO MATCH NEW CONCRETE ELEVATIONS.CONSTRUCT AC PAVEMENT.SEE PLAN FOR PAVEMENT DEPTH.EXISTING ELECTRICAL LINEEXISTING SEWER LINEEXISTING STORM DRAIN LINEEXISTING TELECOMMUNICATIONS LINEEXISTING WATER LINEPROPERTY ADDRESSXXXXXEXISTING GAS LINECOLD MILL 2" MIN. EXISTING AC PAVEMENT.PLACE 2" MIN. AC OVERLAY.DRAWING NUMBER 6350STREET IMPROVEMENT PLAN 6351SIGNING AND STRIPING PLANCATAWBA AVEFLFLOW LINEFSFINISHED SURFACEGBGRADE BREAKGMGAS METER/SERVICEICVIRRIGATION CONTROL VALVELLENGTHLIPLIP OF GUTTERLTLEFTMBMAILBOXMHMANHOLEN/ONORTH OFPBPULL BOXPCCPORTLAND CEMENT CONCRETEPPPOWER POLEPROPPROPOSEDRRADIUSRTRIGHTR/WRIGHT OF WAYSSSEWERSDSTORM DRAINSLSTREET LIGHTS/OSOUTH OFSTDSTANDARDSWSIDEWALKTCTOP OF CURBTELTELECOMMUNICATIONTSTRAFFIC SIGNALTYPTYPICALW/OWEST OFWVWATER VALVEPROPOSED CURB RETURN ACCESS RAMP LIMITSINSTALL TURF AND MODIFY IRRIGATION TO MATCHEXISTING.CONSTRUCTION NOTESPROTECT IN PLACE. ITEM AS NOTED ON PLANADJUST TO GRADE. ITEM AS NOTED ON PLAN.RELOCATE EXISTING. ITEM AS NOTED ON PLAN.SAWCUT AND REMOVE EXISTING AC CURB.SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER.SAWCUT AND REMOVE EXISTING PCC DRIVEWAY APPROACH.SAWCUT AND REMOVE EXISTING PCC CURB RETURN ACCESS RAMP (DEPTH VARIES).SAWCUT AND REMOVE EXISTING PCC SIDEWALK (DEPTH VARIES).CONSTRUCT NEW 6" CURB AND GUTTER OVER 95% COMPACTED NATIVE PER CITY OF FONTANA STD. PLAN NO.1000.CONSTRUCT NEW 8" CURB AND GUTTER OVER 95% COMPACTED NATIVE PER CITY OF FONTANA STD. PLAN NO.1000.CONSTRUCT NEW DEPRESSED RESIDENTIAL DRIVEWAY OVER 95% COMPACTED NATIVE PER CITY OF FONTANASTD. PLAN NO. 1001, CURB ADJACENT SIDEWALKS.CONSTRUCT NEW RESIDENTIAL DRIVEWAY OVER 95% COMPACTED NATIVE PER CITY OF FONTANA STD. PLANNO. 1001, PARKWAY ADJACENT SIDEWALKS.CONSTRUCT NEW PCC CURB RETURN ACCESS RAMP OVER 95% COMPACTED NATIVE. STANDARD, CASE, ANDTYPE PER DETAIL.CONSTRUCT RETAINING CURB TO HEIGHTS AS INDICATED ON PLAN PER CITY OF FONTANA STD. PLAN NO. 1003.PAINT RETAINING CURB YELLOW.INSTALL TRUNCATED DOMES PER CITY OF FONTANA STD. PLAN NO. 1003.CONSTRUCT NEW PCC SIDEWALK OVER 95% COMPACTED NATIVE PER CITY OF FONTANA STD. PLAN NO. 1006.CONSTRUCT NEW SPANDREL AND CROSS GUTTER OVER 95% COMPACTED NATIVE PER CITY OF FONTANA STD.PLAN NO. 403.CONSTRUCT UNDER SIDEWALK DRAIN PER CITY OF FONTANA STD. PLAN NO. 3001.COLD MILL EXISTING AC PAVEMENT 2".CONSTRUCT NEW PCC CURB. CONSTRUCT CURB MONOLITHIC WITH CROSS GUTTER SPANDREL PER CITY OFFONTANA STD. PLAN NO. 403.EXCAVATE EXISTING IMPROVEMENTS FOR PROPOSED SPANDREL AND CROSS GUTTER.SAWCUT AND REMOVE EXISTING AC AND NATIVE TO ACHIEVE REQUIRED THICKNESS PER CONTRACT PROJECTPLANS.CONSTRUCT 2" MINIMUM AC PAVEMENT.CONSTRUCT 4" AC PAVEMENT OVER 95% COMPACTED NATIVE SUBGRADE AT THE BACK OF DRIVEWAY.CONSTRUCT 6" PCC OVER 95% COMPACTED NATIVE SUBGRADE AT THE BACK OF DRIVEWAY.CONSTRUCT 2" AC (C2-PG 70-10) SURFACE COURSE OVER 4.5" AC (B-PG 70-10) BASE COURSE. CONSTRUCT ACOVER 95% COMPACTED NATIVE SUBGRADE.GRADE EXISTING NATIVE TO MATCH NEW CONCRETE ELEVATIONS.INSTALL TURF AND MODIFY IRRIGATION TO MATCH EXISTING.INSTALL METAL GUARD RAIL ON TOP OF RETAINING CURB PER SPPWC STD. PLAN NO. 606-4, TYPE A.1234567891011121314151617181920212223242526272829
PROPOSED CONCRETE IMPROVEMENTSLEGENDPROPOSED 2" AC (C2-PG 70-10) SURFACE COURSEPROPOSED 4.5" AC (B-PG 70-10) BASE COURSETYPICAL SECTION - RANDALL AVESTA 10+90.61 TO 11+94.67N.T.S.N'LY R/W 74'6.5'23.5'18.1'32'16.6'0'-5'5.4'3'-6.5'S'LY R/W ℄1%-2%2.5%-4%1.5'1.5'4'-5.5'7'11.9'12'EX. PKWY& SW*EX. PKWY& SWPROP. 2" AC (C2)SURFACE COURSEPROP. CROWN LINEEX. FS**FS** PROP. FS SHALL ALLOWFOR CROSS SLOPESBETWEEN 1% AND 4%.SEE CENTERLINE PROFILE.* SEE PLAN FORR&R LIMITS.2"4.5"EX. 8" C&G*EX. 8" C&GPROP. 4.5" AC (B)BASE COURSETYPICAL SECTION - RANDALL AVESTA 11+94.67 TO 14+20.72N.T.S.N'LY R/W
74' OR 84'5.5'23.5'18.1'32'16.6'0'-5'3'-6.5'S'LY R/W ℄2%2.5%-3.5%1.5'1.5'4'-5.5'7'11.9'12' OR 22'PROP. SW*EX. PKWY& SWPROP. CROWN LINEEX. FS**FS** PROP. FS SHALL ALLOWFOR CROSS SLOPESBETWEEN 1% AND 4%.SEE CENTERLINE PROFILE.* SEE PLAN FORR&R LIMITS.2"4.5"TYPICAL SECTION - RANDALL AVESTA 14+75.02 TO 15+05.25STA 18+73.58 TO 19+92.10N.T.S.N'LY R/W5.5'25.5'18.1'34'16.6'S'LY R/W ℄2%1.5%-3.5%1.5'1.5'7'11.9'20'PROP. SW*EX. SWPROP. 2" AC (C2)SURFACE COURSEPROP. CROWN LINEEX. FS**FS** PROP. FS SHALL ALLOWFOR CROSS SLOPESBETWEEN 1% AND 4%.SEE CENTERLINE PROFILE.* SEE PLAN FORR&R LIMITS.2"4.5"EX. 8" C&G84'TYPICAL SECTION - RANDALL AVESTA 15+78.53 TO 18+12.28N.T.S.N'LY R/W
5.5'25.5'18.1'45'16.6'S'LY R/W ℄2%3.2%-3.5%12.5'1.5'7'11.9' OR 25.9'9' OR 15'PROP. SW*EX. SWPROP. 2" AC (C2)SURFACE COURSEPROP. CROWN LINEEX. FS**FS** PROP. FS SHALL ALLOWFOR CROSS SLOPESBETWEEN 1% AND 4%.SEE CENTERLINE PROFILE.* SEE PLAN FORR&R LIMITS.2"4.5"84' OR 98' OR 104'EX. 8" CURBAND BUS BAYTYPICAL SECTION - RANDALL AVESTA 21+02.73 TO 22+02.14N.T.S.N'LY R/W 98'6.5'36.3'32.1'44.8'30.6'5.4'S'LY R/W ℄1.5%-2%2%-3.5%1.5'1.5'7'11.9'9.2'EX. PKWY& SW*EX. SWPROP. 2" AC (C2)SURFACE COURSEPROP. CROWN LINEEX. FS**FS** PROP. FS SHALL ALLOWFOR CROSS SLOPESBETWEEN 1% AND 4%.SEE CENTERLINE PROFILE.* SEE PLAN FORR&R LIMITS.2"4.5"EX. 8" C&G*EX. 8" C&GGRADE EXISTING NATIVE TO MATCH NEWCONCRETE ELEVATIONS.EXISTING CONCRETE IMPROVEMENTSEXISTING NATIVE SUBGRADE261627279279221.5%MAX161.5%MAX161.5%MAXEX. 3" GAS - SCGEX. NATIVE SUBGRADE(COMPACT TO 95%)EX. NATIVE SUBGRADE(COMPACT TO 95%)EX. NATIVE SUBGRADE(COMPACT TO 95%)PROP. 4.5" AC (B)BASE COURSEPROP. 4.5" AC (B)BASE COURSEPROP. 4.5" AC (B)BASE COURSEEX. 3" GAS - SCGPROP. 2" AC (C2)SURFACE COURSEEX. 8" C&G9EX. NATIVE SUBGRADE(COMPACT TO 95%)PROP. 4.5" AC (B)BASE COURSEEX. 3" GAS - SCGEX. NATIVE SUBGRADE(COMPACT TO 95%)2622262226222622EX. 3" GAS - SCGEX. 3" GAS - SCGCONSTRUCTION NOTESCONSTRUCT NEW 6" CURB AND GUTTER OVER 95% COMPACTEDNATIVE PER CITY OF FONTANA STD. PLAN NO. 1000.CONSTRUCT NEW PCC SIDEWALK OVER 95% COMPACTED NATIVEPER CITY OF FONTANA STD. PLAN NO. 1006.SAWCUT AND REMOVE EXISTING AC AND NATIVE TO ACHIEVEREQUIRED THICKNESS PER CONTRACT PROJECT PLANS.CONSTRUCT 2" AC (C2-PG 70-10) SURFACE COURSE OVER 4.5" AC(B-PG 70-10) BASE COURSE. CONSTRUCT AC OVER 95%COMPACTED NATIVE SUBGRADE.GRADE EXISTING NATIVE TO MATCH NEW CONCRETE ELEVATIONS.916222627
5'
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4.4
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6
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4%7.0%6.2%(1.1%)(0.3%)3.5%
8.7
%
7.8%1167.78 TC1167.28 FS1168.48 TC1167.81 FS1167.99 TC1167.32 FS1168.26 TC1167.76 FS0" CF1167.42 FS0" CF(1168.39 FS)JOIN EX.(1167.20 FS)JOIN EX.(1167.21 FS)JOIN EX.1167.24 FS1167.22 FS1167.69 FS
1.2%SIGNFROM34.8'4.3'5.2'154.2'7.5%(9')1615FH0" CF
1167.75 FS
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9
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2
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8
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(1167.72 FL)
JOIN EX.
0" CF
1167.39 FL14
14786°SIGNTO10.5'3R=21'BCR12°
4.2'
ECR
1167.92 TC
1167.42 FL4.2'1371168.05 TC1167.44 FLR1'1168.13 TC
1167.44 FL
29209.7'9.5'(22.1')(22.2')7.5%4.5%8.0%9.0%7.2
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8
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2%PP(0.7%)4.2'4.2'1.5%0.8%(1169.92 FS)JOIN EX.10'2.7'10.6'11'8.1'
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1
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1
0
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4
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5
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1168.
4
9
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1169.
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1169.
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1168.
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1169.
2
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1169.
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1169.
3
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.
1
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0" CF
1168.
5
2
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1168.
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.1168.85 LIP(1169.45 LIP)JOIN EX.212226WVX42SSMH210.6'(1167.73 LIP)JOIN EX.10.5'9.3'4.8'10.4'4.5'R=21'BCR12°ECR 6°4.2'4.2'R=16'BCR17°4.2'ECR17.1'19232.1'2020PROPOSED CONCRETE IMPROVEMENTSLEGENDPROPOSED TRUNCATED DOMESDETAIL #1 - CROSS GUTTERRANDALL AVE AND CATAWBA AVESCALE: 1" = 10'DETAIL #2 - CURB RAMPCITY OF FONTANA STD. PLAN NO. 1003NE CORNER OF RANDALL AVE AND FONTANA AVESCALE: 1" = 5'DETAIL #3 - CURB RAMPCITY OF FONTANA STD. PLAN NO. 1003SE CORNER OF RANDALL AVE AND CATAWBA AVESCALE: 1" = 5'PROPOSED CURB RETURN ACCESS RAMP LIMITSCOLD MILL 2" MIN. EXISTING AC PAVEMENT.PLACE 2" MIN. AC OVERLAY.4'MIN.REMOVE AND REPLACECURB AND GUTTERWHERE APPLICABLE.2'MIN.REMOVE REDWOODHEADER WHEREAPPLICABLE.NEW AC PAVEMENTEXISTING AC PAVEMENTGRIND 2" MIN.EXISTING AC PAVEMENTAND OVERLAY 2" MIN. AC.SAWCUT AND REMOVEEXISTING AC PAVEMENTTOP 2" OF FULL DEPTH AC SHALL BE PLACED AT THE SAME TIME AS OVERLAY.DETAIL AN.T.S.R/W PROP.CROWN
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R/WCL CLRWRANDALL AVERANDALL AVERANDALL AVECATAWBA AVE
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REMOVE EX. AC PAVEMENT.CONSTRUCT 6.5" AC PAVEMENT OVER 12" MIN.OF 95% COMPACTED NATIVE SUBGRADE.CONSTRUCTION NOTESPROTECT IN PLACE. ITEM AS NOTED ON PLANADJUST TO GRADE. ITEM AS NOTED ON PLAN.RELOCATE EXISTING. ITEM AS NOTED ON PLAN.SAWCUT AND REMOVE EXISTING PCC CURB RETURN ACCESS RAMP (DEPTHVARIES).SAWCUT AND REMOVE EXISTING PCC SIDEWALK (DEPTH VARIES).CONSTRUCT NEW PCC CURB RETURN ACCESS RAMP OVER 95% COMPACTEDNATIVE. STANDARD, CASE, AND TYPE PER DETAIL.CONSTRUCT RETAINING CURB TO HEIGHTS AS INDICATED ON PLAN PER CITY OFFONTANA STD. PLAN NO. 1003. PAINT RETAINING CURB YELLOW.INSTALL TRUNCATED DOMES PER CITY OF FONTANA STD. PLAN NO. 1003.CONSTRUCT NEW PCC SIDEWALK OVER 95% COMPACTED NATIVE PER CITY OFFONTANA STD. PLAN NO. 1006.CONSTRUCT NEW SPANDREL AND CROSS GUTTER OVER 95% COMPACTEDNATIVE PER CITY OF FONTANA STD. PLAN NO. 403.COLD MILL EXISTING AC PAVEMENT 2".CONSTRUCT NEW PCC CURB. CONSTRUCT CURB MONOLITHIC WITH CROSSGUTTER SPANDREL PER CITY OF FONTANA STD. PLAN NO. 403.EXCAVATE EXISTING IMPROVEMENTS FOR PROPOSED SPANDREL AND CROSSGUTTER.SAWCUT AND REMOVE EXISTING AC AND NATIVE TO ACHIEVE REQUIREDTHICKNESS PER CONTRACT PROJECT PLANS.CONSTRUCT 2" MINIMUM AC PAVEMENT.CONSTRUCT 2" AC (C2-PG 70-10) SURFACE COURSE OVER 4.5" AC (B-PG 70-10)BASE COURSE. CONSTRUCT AC OVER 95% COMPACTED NATIVE SUBGRADE.INSTALL METAL GUARD RAIL ON TOP OF RETAINING CURB PER SPPWC STD.PLAN NO. 606-4, TYPE A.12378131415161719202122232629
3.9'5.3'22.4'17.3'3.3'2.8'4.5'12.4'5.1'9.7'5.9'11.3'3'13.6'1.5'10.5'10.5'17.9'3'2.8'21'4.7'10'1.6'1.4'1.5'1.4'13.3'4.5'4.9'
9.4'
5'12.9
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4.2'6.2'0.0%0.2%211722248.1'6'9'9'1.5'22.8'2.4'2.6'8'16.8'8'13.8'5.8'6.1'5.2'5.8'8.6'3'
5.1'8.2'(1169.45 FS)
JOIN EX.
(1169.47 FS)
JOIN EX.(1169.50 FS)JOIN EX.(1169.45 FS)JOIN EX.(1169.53 FS)JOIN EX.(1170.11 FS)JOIN EX.1170.42 TC1170.05 FL0" CF1169.83 FL0" CF1169.72 FL1170.08 TC
1169.58 FL
1170.01 TC
1169.46 FL
(1170.41 TC)
1170.27 FS
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1170.26 FS
0" CF
(1170.62 FS)1170.12 FS1170.18 FS1.5'0.6%1.4%
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4.2'2.9'5.2'4.3%7.6%15GATE1PARKWAY1DRAINJOIN EX.0" CF(1170.29 FS)1170.28 TC1169.95 FL2224PROPOSED TRUNCATED DOMESPROPOSED CONCRETE IMPROVEMENTSLEGENDDETAIL #5 - CURB RAMPSPPWC STD. PLAN NO. 111-5, CASE D, TYPE 1SE CORNER OF 15957 RANDALL AVESCALE: 1" = 5'DETAIL #6 - CURB RAMPSPPWC STD. PLAN NO. 111-5, CASE CSW CORNER/WEST ENTRANCE OF CITRUS ELEMENTARY SCHOOLSCALE: 1" = 5'PROPOSED CURB RETURN ACCESS RAMP LIMITSCONSTRUCTION NOTESPROTECT IN PLACE. ITEM AS NOTED ON PLANSAWCUT AND REMOVE EXISTING PCC CURB RETURN ACCESS RAMP (DEPTHVARIES).SAWCUT AND REMOVE EXISTING PCC SIDEWALK (DEPTH VARIES).CONSTRUCT NEW PCC CURB RETURN ACCESS RAMP OVER 95% COMPACTEDNATIVE. STANDARD, CASE, AND TYPE PER DETAIL.CONSTRUCT RETAINING CURB TO HEIGHTS AS INDICATED ON PLAN PER CITY OFFONTANA STD. PLAN NO. 1003. PAINT RETAINING CURB YELLOW.INSTALL TRUNCATED DOMES PER CITY OF FONTANA STD. PLAN NO. 1003.CONSTRUCT NEW PCC SIDEWALK OVER 95% COMPACTED NATIVE PER CITY OFFONTANA STD. PLAN NO. 1006.CONSTRUCT NEW SPANDREL AND CROSS GUTTER OVER 95% COMPACTEDNATIVE PER CITY OF FONTANA STD. PLAN NO. 403.CONSTRUCT NEW PCC CURB. CONSTRUCT CURB MONOLITHIC WITH CROSSGUTTER SPANDREL PER CITY OF FONTANA STD. PLAN NO. 403.EXCAVATE EXISTING IMPROVEMENTS FOR PROPOSED SPANDREL AND CROSSGUTTER.SAWCUT AND REMOVE EXISTING AC AND NATIVE TO ACHIEVE REQUIREDTHICKNESS PER CONTRACT PROJECT PLANS.CONSTRUCT 4" AC PAVEMENT OVER 95% COMPACTED NATIVE SUBGRADE ATTHE BACK OF DRIVEWAY.178131415161720212224DETAIL #4 - CURB RAMPSPPWC STD. PLAN NO. 111-5, CASE D, TYPE 1SW CORNER OF 15957 RANDALL AVESCALE: 1" = 5'R/W RANDALL AVER/W
R/W
RANDALL AVECONSTRUCT 4" AC PAVEMENT OVER 95%COMPACTED NATIVE SUBGRADE.
18.1'2.4'2.6'16.3'1.6'15.3'10.8'1.5'4.2'4.8'4.6'1.7'4.5'5'6.2'6.4'9.8'4.2'(1170.09 FS)JOIN EX.(1169.62 FS)JOIN EX.(1169.50 FS)JOIN EX.(1169.62 FS)JOIN EX.(1169.63 FS)JOIN EX.(1170.29 FS)JOIN EX.(1170.35 FS)JOIN EX.(1170.49 FS)JOIN EX.1170.29 TC1169.62 FL0" CF1169.72 FL0" CF1169.79 FL1170.21 TC1169.86 FL1170.37 TC1169.87 FL1.2%8.8%1.0%9.3%0.9%1.3%1.3%1.3%1.3%3.2%0.3%21172091°'R=15'ECR0.1%BCR137FENCE1JOIN EX.(1170.23 TC)(1169.52 FL)JOIN EX.(1170.43 TC)(1169.89 FL)1170.23 FS1170.29 FS7'4.9%7.1%1524227.2'5'5.1'6.7'8.9'2.5'4.2'7.1'4.2'9.3'5.8'4.2'1.5'6.3'
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1170.93 FL
1171.47 TC
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(1171.87 FS)JOIN EX.(1171.84 FS)
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(1171.15 TC)
(1170.73 FL)JOIN EX.(1171.95 TC)(1171.45 FL)JOIN EX.(1171.41 TC)(1171.02 FL)3.7%SIGN1171.39 FS1171.45 FS5.6'7.4%4.8%154.2'2.6'3.4%3.3%1.5%1.6%151.7%1GATE(1171.54 TC)(1171.14 FL)2422R/W
CONSTRUCTION NOTESPROTECT IN PLACE. ITEM AS NOTED ON PLANSAWCUT AND REMOVE EXISTING PCC CURB RETURN ACCESS RAMP (DEPTHVARIES).SAWCUT AND REMOVE EXISTING PCC SIDEWALK (DEPTH VARIES).CONSTRUCT NEW PCC CURB RETURN ACCESS RAMP OVER 95% COMPACTEDNATIVE. STANDARD, CASE, AND TYPE PER DETAIL.INSTALL TRUNCATED DOMES PER CITY OF FONTANA STD. PLAN NO. 1003.CONSTRUCT NEW PCC SIDEWALK OVER 95% COMPACTED NATIVE PER CITY OFFONTANA STD. PLAN NO. 1006.CONSTRUCT NEW SPANDREL AND CROSS GUTTER OVER 95% COMPACTEDNATIVE PER CITY OF FONTANA STD. PLAN NO. 403.CONSTRUCT NEW PCC CURB. CONSTRUCT CURB MONOLITHIC WITH CROSSGUTTER SPANDREL PER CITY OF FONTANA STD. PLAN NO. 403.EXCAVATE EXISTING IMPROVEMENTS FOR PROPOSED SPANDREL AND CROSSGUTTER.SAWCUT AND REMOVE EXISTING AC AND NATIVE TO ACHIEVE REQUIREDTHICKNESS PER CONTRACT PROJECT PLANS.CONSTRUCT 4" AC PAVEMENT OVER 95% COMPACTED NATIVE SUBGRADE ATTHE BACK OF DRIVEWAY.1781315161720212224DETAIL #7 - CURB RAMPSPPWC STD. PLAN NO. 111-5, CASE CSE CORNER/WEST ENTRANCE OF CITRUS ELEMENTARY SCHOOLDETAIL #8 - CURB RAMPSPPWC STD. PLAN NO. 111-5, CASE CSW CORNER/EAST ENTRANCE OF CITRUS ELEMENTARY SCHOOLDETAIL #9 - CURB RAMPSPPWC STD. PLAN NO. 111-5, CASE CSE CORNER/EAST ENTRANCE OF CITRUS ELEMENTARY SCHOOLRANDALL AVER/W
R/W
RANDALL AVESCALE: 1" = 5'SCALE: 1" = 5'SCALE: 1" = 5'PROPOSED TRUNCATED DOMESPROPOSED CONCRETE IMPROVEMENTSLEGENDPROPOSED CURB RETURN ACCESS RAMP LIMITSCONSTRUCT 4" AC PAVEMENT OVER 95%COMPACTED NATIVE SUBGRADE.
1169.26 TC1168.76 FL1168.87 TC1168.78 FL1168.90 TC1168.82 FL1169.34 TC1168.84 FL 1169.34 FS1169.03 FS1169.06 FS1169.36 FS1168.97 FS1169.00 FS1.5%1.5%10.0%1.5%10.0%0.5%6'12'6'5'4'1'5'6.4'JOIN EX.JOIN EX.5.0%0.3%5.2%0.3%5.7%4.6%0.3%0.6%12'1170.09 TC1169.59 FL
1170.18 TC
1169.68 FL
1169.74 TC
1169.66 FL
1169.69 TC
1169.61 FL
1169.85 FS
1169.90 FS
1170.21 FS JOIN EX.1169.79 FS1169.84 FSJOIN EX.0.5%
1.5%
1.5%10.0%
10.0%
0.5%5.1%0.4%4.3%0.4%5'
1'4'6.4'
5'6'12'1PP6'6.2%
3.9%0.4%0.5%1170.11 FS
12'1171.84 TC
1171.34 FL
1171.40 TC
1171.32 FL
1171.36 TC
1171.28 FL
1171.75 TC
1171.25 FL
1171.78 FS
1171.52 FS
1171.56 FS
1171.92 FSJOIN EX.1171.46 FS1171.50 FSJOIN EX.0.6%
1.5%10.0%
10.0%1.5%
1.5%5.9%0.4%4.4%0.4%1'4'5.2'
5'
5'6'12'1PP1GATEMBF
R
O
M
TO6'36.8%
7.4%0.4%0.4%13.5'1171.96 TC
1171.46 FL
1171.56 TC
1171.48 FL
1171.61 TC
1171.52 FL
1172.04 TC
1171.54 FL
1171.98 FS
1171.72 FS
1171.77 FS
1172.12 FS JOIN EX.1171.66 FS1171.71 FSJOIN EX.0.5%
1.5%
1.5%10.0%
10.0%
1.5%0.4%5.9%0.4%4.3%5'
1'4'5.5'
5'6'12'MBFROMTO
36'1.8%
1.1%0.4%0.4%12'1172.15 TC1171.65 FL1171.75 TC1171.67 FL1171.80 TC1171.72 FL1172.23 TC1171.73 FL1172.25 TC1171.75 FL1171.85 TC1171.77 FL1171.90 TC1171.81 FL
1172.33 TC
1171.83 FL
1172.22 FS1171.91 FS1172.26 FS JOIN EX.1171.85 FS1171.90 FSJOIN EX.1172.32 FS1172.01 FS1172.06 FS
1172.36 FS JOIN EX.1171.95 FS1172.00 FSJOIN EX.5.1%0.4%6.3%0.4%6.0%0.4%5.2%0.4%1.6%0.4%1.5%1.5%10.0%1.5%10.0%0.5%1.5%1.5%10.0%1.5%10.0%
0.5%
1.7%3.6%4.3%7.5%5'1'4'6.4'5'5'1'4'6.4'MBX2FROM3MBX2TO3
5'6'12'5'4'5'12'6'1.4%0.4%12'12.8'1171.96 FS
X31172.73 TC
1172.23 FL
1172.35 TC
1172.26 FL
1172.54 TC
1172.46 FL
1172.99 TC
1172.49 FL JOIN EX.1172.84 FS1173.03 FSJOIN EX.1172.77 FS
1172.88 FS
1.0%1.0%1.4%0.9%0.9%9.6%
1.5%
9.8%
1.3%
1.5%
2.
0
%1.1%1.0%(0.8%)3'20'3'5'20.7'5.1'5'1PPDRAININLETX325.7'126'18GRADE EX. TO MATCH NEW CONCRETEELEVATIONS.PROPOSED CONCRETE IMPROVEMENTSLEGENDCONSTRUCT 4" AC PAVEMENT OVER 95%COMPACTED NATIVE SUBGRADE AT BACK OFDRIVEWAY.R/WDETAIL #10 - DRIVEWAYDRIVEWAY CL 12+48.21SCALE: 1" = 5'DETAIL #11 - DRIVEWAYDRIVEWAY CL 14+39.12SCALE: 1" = 5'DETAIL #12 - DRIVEWAYDRIVEWAY CL 18+19.96SCALE: 1" = 5'DETAIL #13 - DRIVEWAYDRIVEWAY CL 18+73.86SCALE: 1" = 5'DETAIL #14 - DRIVEWAYDRIVEWAY CL 19+25.60SCALE: 1" = 5'DETAIL #15 - DRIVEWAYDRIVEWAY CL 19+51.60SCALE: 1" = 5'DETAIL #16 - DRIVEWAYDRIVEWAY CL 20+05.90SCALE: 1" = 5'R/W
R/W
R/W
R/W
R/W
R/W 927515960160221603816040160509298-9286CONSTRUCTION NOTESPROTECT IN PLACE. ITEM AS NOTED ON PLANRELOCATE EXISTING. ITEM AS NOTED ON PLAN.SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER.SAWCUT AND REMOVE EXISTING PCC DRIVEWAY APPROACH.SAWCUT AND REMOVE EXISTING PCC SIDEWALK (DEPTH VARIES).CONSTRUCT NEW 6" CURB AND GUTTER OVER 95% COMPACTEDNATIVE PER CITY OF FONTANA STD. PLAN NO. 1000.CONSTRUCT NEW DEPRESSED RESIDENTIAL DRIVEWAY OVER 95%COMPACTED NATIVE PER CITY OF FONTANA STD. PLAN NO. 1001,CURB ADJACENT SIDEWALKS.CONSTRUCT NEW RESIDENTIAL DRIVEWAY OVER 95% COMPACTEDNATIVE PER CITY OF FONTANA STD. PLAN NO. 1001, PARKWAYADJACENT SIDEWALKS.CONSTRUCT NEW PCC SIDEWALK OVER 95% COMPACTED NATIVEPER CITY OF FONTANA STD. PLAN NO. 1006.CONSTRUCT UNDER SIDEWALK DRAIN PER CITY OF FONTANA STD.PLAN NO. 3001.CONSTRUCT 4" AC PAVEMENT OVER 95% COMPACTED NATIVESUBGRADE AT THE BACK OF DRIVEWAY.CONSTRUCT 6" PCC OVER 95% COMPACTED NATIVE SUBGRADE ATTHE BACK OF DRIVEWAY.GRADE EXISTING NATIVE TO MATCH NEW CONCRETE ELEVATIONS.13568911121618242527
10+0011+0012+0013+0014+00C1 C2L112+48.21
DWY CL
SEE DETAIL #10
ON SHEET 610+00.00 RANDALL AVE CL10+00.00 CATAWBA AVE CL10+00.00 FONTANA AVE CL10+54.87BEGIN AC PAVEMENTRECONSTRUCTION249WV
MB
SIGNTO
FROMSEE DETAIL #3ON SHEET 3DWY SEE DETAIL #2ON SHEET 3SEE DETAIL #1ON SHEET 3WV162226223772122774'
32'18.1'
44'30'
31.8'18.1'
11.4'
5'
6.4'
11+81.79
JOIN EX. DWY, SW
AND C&G
12+89.21
DWY CL
W=12'
X=6'247'171313222212727422'20'9+32.950.24' LTEND PAVINGLIMITS9+98.170.24' LTEND PAVINGLIMITS11+06.501.16' RTEND PAVINGLIMITS192311+94.67
END 8" CURB.
BEGIN TRANSITION
TO 6" CURB.10168516169916SEE DETAIL #4ON SHEET 4137SEE DETAIL #5ON SHEET 47131111242211+00.001169.12 TC
11+50.00
(1169.16 TC)
12+25.00
1169.28 TC
12+50.00
1168.89 TC
12+75.00
1169.42 TC
13+00.00
1169.49 TC
13+25.00
1169.68 TC
13+50.00
1169.78 TC
13+75.00
1169.88 TC
14+00.00
1169.98 TC
10+90.61 BCR1168.71 TC
12+36.21 TX
1169.26 TC
12+60.21 TX
1169.34 TC
12+77.21 TX
1169.44 TC
13+01.21 TX
1169.58 TC
12+54.21 BX
1168.90 TC
12+42.21 BX
1168.87 TC
10+95.39 TX1169.14 TC
11+94.67 GB
1169.34 TC
END 8" CURB.
BEGIN TRANSITION
TO 6" CURB.(0.16%)(0.12%)(0.11%)(-0.25%)-0.49%0.22%0.36%-0.17%-0.17%0.30%0.60%0.60%0.40%0.40%0.40%0.40%12+95.21 BX
1169.13 TC
12+83.21 BX
1169.06 TC
11+25.00(1169.13 TC)11+14.67(1169.11 TC)JOIN EX. C&G11+05.61 GB1169.09 TC
12+00.00
1169.33 TC
11+81.79
(1169.29 TC)
JOIN EX. C&G
11+75.00
(1168.65 TC)
10+50.001167.86 FS10+75.001168.72 FS11+00.001168.83 FS11+25.001168.94 FS
11+50.00
1169.05 FS
11+75.00
1169.16 FS
12+00.00
1169.26 FS
12+25.00
1169.33 FS
12+50.00
1169.39 FS
12+75.00
1169.51 FS
13+00.00
1169.66 FS
13+25.00
1169.76 FS
13+50.00
1169.86 FS
13+75.00
1169.96 FS
14+00.00
1170.06 FS
10+00.00(1168.76 FS)10+43.711167.87 LIP10+50.491167.87 LIP (-0.53%)(-0.90%)4.00%0.38%0.47%0.44%0.44%0.44%0.44%0.26%0.26%0.60%0.60%0.40%13+01.21 GB
1169.66 FS
12+60.21 GB
1169.42 FS
11+94.67 GB
1169.25 FS
11+05.70 GB1168.86 FS10+83.14 GB1168.75 FS10+71.36 GB1168.71 FS
0.40%0.40%0.40%0.26%10+36.00(1168.53 FS)JOIN EX. AC PVMTAND LEGAL CL10+47.101167.79 LIP -8.54%10+25.00(1168.63 FS)10+75.00(1168.51 TC)11+00.00(1168.58 TC)11+25.00(1168.62 TC)
11+50.00
(1168.69 TC)
11+75.00
(1168.76 TC)
12+00.00
(1168.89 TC)
12+25.00
(1169.05 TC)
12+43.51 BCR
(1169.14 TC)
13+19.06 ECR
(1169.53 TC)
13+25.00
(1169.56 TC)
13+50.00
(1169.69 TC)
13+75.00
(1169.86 TC)
14+00.00
(1170.08 TC)
10+56.88(1168.36 TC)JOIN EX. C&G10+42.831168.13 TC10+50.001168.25 TC(0.81%)(0.27%)(0.18%)(0.28%)(0.27%)(0.54%)(0.62%)(0.46%)(0.51%)(0.70%)(0.87%)1.66%LINE DATA TABLESEGMENTL1LENGTH846.88'BEARINGN89° 26' 05"ECURVE DATA TABLESEGMENTC1C2LENGTH32.45'38.71'RADIUS20.72'16.22'DELTA89°45'04"136°44'16"PROPOSED CONCRETE IMPROVEMENTSLEGENDPROPOSED TRUNCATED DOMESWV2
MATCH LINE STA 14+00
SEE SHEET 8RANDALL AVECATAWBA AVECATAWBA AVEFONTANA AVEFONTANA AVE
REMOVE EX. AC PAVEMENT.CONSTRUCT 6.5" AC PAVEMENT OVER12" MIN. OF 95% COMPACTED NATIVESUBGRADE.GRADE EX. TO MATCH NEW CONCRETEELEVATIONS.R/W
PROP.
CROWN
R/W
CL CLCLCLCLCL 10+0010+5011+0012+0013+0014+0011+5013+5012+50117011701170117011701170SCALE:HORIZ. 1"=20'VERT. 1"=4'MATCH LINE STA 14+00
SEE SHEET 8EX. S'LY TCEX. S'LY TCPROP. S'LY TCPROP. CROWN7' CL OFFSET RTEX. N'LY TCPROP. N'LY TCPROP. N'LY TCEX. CROWNAT CL15957927515960EX. STREET EL. AT7' CL OFFSET RT17 3/8" WTR - FWC
30' S/O CL
ELEC - SCE
8" WTR - FWC
19' S/O CL
ELEC - SCE
ELEC - SCE 8" WTR - FWC20' E/O CLABANDONED8" WTR - FWC10' E/O CL12 3/4" WTR - FWC15' E/O CLTEL - CHARTER
TEL - AT&T
TEL - AT&T 2" GAS - SCG17' E/O CL2" GAS - SCG14' E/O CL3" GAS - SCG
12' N/O CL
2" GAS - SCE
CONSTRUCT 4" AC PAVEMENT OVER 95%COMPACTED NATIVE SUBGRADE ATBACK OF DRIVEWAY.FEETSCALE: 1" = 20'40200106'12' OR 24'6'4'1'VARIES
112425AS SHOWNON PLANSDETAIL B - TYPICAL DRIVEWAYN.T.S.12%
MAX
12%
MAX
COLD MILL 2" MIN. EXISTING AC PAVEMENT.PLACE 2" MIN. AC OVERLAY.SSMH2WVX421.5%
MAX
1.5%
MAX
1.5%
MAX 7.5%MAX7.5%MAX10%MAXEX. N'LY FSCONSTRUCTION NOTESPROTECT IN PLACE. ITEM AS NOTED ON PLANADJUST TO GRADE. ITEM AS NOTED ON PLAN.RELOCATE EXISTING. ITEM AS NOTED ON PLAN.SAWCUT AND REMOVE EXISTING AC CURB.SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER.SAWCUT AND REMOVE EXISTING PCC CURB RETURN ACCESS RAMP (DEPTHVARIES).SAWCUT AND REMOVE EXISTING PCC SIDEWALK (DEPTH VARIES).CONSTRUCT NEW 6" CURB AND GUTTER OVER 95% COMPACTED NATIVE PER CITYOF FONTANA STD. PLAN NO. 1000.CONSTRUCT NEW 8" CURB AND GUTTER OVER 95% COMPACTED NATIVE PER CITYOF FONTANA STD. PLAN NO. 1000.CONSTRUCT NEW DEPRESSED RESIDENTIAL DRIVEWAY OVER 95% COMPACTEDNATIVE PER CITY OF FONTANA STD. PLAN NO. 1001, CURB ADJACENT SIDEWALKS.CONSTRUCT NEW PCC CURB RETURN ACCESS RAMP OVER 95% COMPACTEDNATIVE. STANDARD, CASE, AND TYPE PER DETAIL.CONSTRUCT NEW PCC SIDEWALK OVER 95% COMPACTED NATIVE PER CITY OFFONTANA STD. PLAN NO. 1006.CONSTRUCT NEW SPANDREL AND CROSS GUTTER OVER 95% COMPACTED NATIVEPER CITY OF FONTANA STD. PLAN NO. 403.COLD MILL EXISTING AC PAVEMENT 2".EXCAVATE EXISTING IMPROVEMENTS FOR PROPOSED SPANDREL AND CROSSGUTTER.SAWCUT AND REMOVE EXISTING AC AND NATIVE TO ACHIEVE REQUIREDTHICKNESS PER CONTRACT PROJECT PLANS.CONSTRUCT 2" MINIMUM AC PAVEMENT.CONSTRUCT 4" AC PAVEMENT OVER 95% COMPACTED NATIVE SUBGRADE AT THEBACK OF DRIVEWAY.CONSTRUCT 6" PCC OVER 95% COMPACTED NATIVE SUBGRADE AT THE BACK OFDRIVEWAY.CONSTRUCT 2" AC (C2-PG 70-10) SURFACE COURSE OVER 4.5" AC (B-PG 70-10)BASE COURSE. CONSTRUCT AC OVER 95% COMPACTED NATIVE SUBGRADE.GRADE EXISTING NATIVE TO MATCH NEW CONCRETE ELEVATIONS.1234578910111316171921222324252627
14+0015+0016+0017+0018+00L115+08.12DWY CLW=24'X=6'
15+90.02
DWY CL
W=12'
X=6'
18+19.96
DWY CL
SEE DETAIL #12
ON SHEET 62424 25WV
WV
WV
MBFROM
TO 16222622232754'30'84'
98'
54'44'
5'
6.4'
14+39.12DWY CLSEE DETAIL #11ON SHEET 6 257'
33.9'18.1'111111112727272717+23.39
DWY CL
W=24'
X=6'251162765545'18.1'
45.1'18.1'2765'9161616161699999SEE DETAIL #7ON SHEET 5713SEE DETAIL #8ON SHEET 5137SEE DETAIL #9ON SHEET 5713SEE DETAIL #6ON SHEET 41324722242214+25.001170.08 TC14+50.001170.10 TC14+75.001170.31 TC15+00.001170.02 TC15+25.001170.49 TC15+50.001170.70 TC
15+75.00
1170.83 TC
16+00.00
1170.80 TC
16+25.00
1171.04 TC
16+50.00
1171.14 TC
16+75.00
1171.23 TC
17+00.00
1171.33 TC
17+25.00
1171.01 TC
17+50.00
1171.53 TC
17+75.00
1171.62 TC
18+00.00
1171.72 TC
18+25.00
1171.40 TC
14+00.001169.98 TC14+27.12 TX1170.09 TC14+51.12 TX1170.18 TC15+26.12 TX1170.57 TC
15+78.02 TX
1170.85 TC
16+02.02 TX
1170.95 TC
18+07.96 TX
1171.75 TC
18+25.96 BX
1171.40 TC
18+13.96 BX
1171.36 TC
15+20.12 BX1170.13 TC14+96.12 BX1170.00 TC0.40%0.40%0.52%0.52%0.52%0.52%0.52%0.39%0.39%0.39%0.39%0.39%0.39%0.39%0.39%0.39%0.37%0.37%18+50.00
1171.91 TC
15+96.02 BX
1170.51 TC
15+84.02 BX
1170.46 TC
14+90.12 TX1170.39 TC14+45.12 BX1169.74 TC14+33.12 BX1169.69 TC
17+05.39 TX
1171.35 TC
17+41.39 TX
1171.49 TC
17+35.39 BX
1171.05 TC
17+11.39 BX
1170.96 TC
18+31.96 TX
1171.84 TC
14+25.001170.16 FS14+50.001170.26 FS14+75.001170.39 FS15+00.001170.52 FS15+25.001170.65 FS15+50.001170.78 FS
15+75.00
1170.91 FS
16+00.00
1171.02 FS
16+25.00
1171.12 FS
16+50.00
1171.22 FS
16+75.00
1171.32 FS
17+00.00
1171.41 FS
17+25.00
1171.51 FS
17+50.00
1171.61 FS
17+75.00
1171.71 FS
18+00.00
1171.81 FS
18+25.00
1171.90 FS0.40%0.52%0.52%0.52%0.42%0.37%0.37%18+07.96 GB
1171.84 FS
16+02.02 GB
1171.03 FS
15+78.02 GB
1170.93 FS
14+51.12 GB1170.26 FS
0.39%0.39%0.39%0.39%0.39%0.39%0.39%0.39%0.52%0.52%0.40%14+00.001170.06 FS
18+50.00
1171.99 FS
14+20.71 BCR(1170.07 TC)14+75.02 ECR(1170.23 TC)15+00.00(1170.29 TC)15+25.00(1170.30 TC)15+50.00(1170.34 TC)
15+75.00
(1170.56 TC)
16+00.00
(1170.70 TC)
16+25.00
(1170.82 TC)
16+50.00
(1170.92 TC)
16+75.00
(1171.03 TC)
17+00.00
(1171.13 TC)
17+03.96 BCR
(1171.15 TC)
17+58.97 ECR
(1171.36 TC)
17+75.00
(1171.43 TC)
18+00.00
(1171.54 TC)
18+25.00
(1171.60 TC)
18+50.00
(1171.71 TC)
14+00.00(1170.08 TC)(-0.07%)(0.23%)(0.07%)(0.14%)(0.87%)(0.56%)(0.50%)(0.38%)(0.44%)(0.43%)(0.44%)(0.43%)(0.23%)(0.46%)LINE DATA TABLESEGMENTL1LENGTH846.88'BEARINGN89° 26' 05"EPROPOSED TRUNCATED DOMESPROPOSED CONCRETE IMPROVEMENTSLEGENDMATCH LINE STA 14+00SEE SHEET 7
MATCH LINE STA 18+50
SEE SHEET 9RANDALL AVEFEET1:204020010REMOVE EX. AC PAVEMENT.CONSTRUCT 6.5" AC PAVEMENT OVER12" MIN. OF 95% COMPACTED NATIVESUBGRADE.GRADE EX. TO MATCH NEW CONCRETEELEVATIONS.R/W
PROP.
CROWN
CL
R/W 14+0014+5015+0016+0017+0018+0015+5017+5016+50117011701170117011701170SCALE:HORIZ. 1"=20'VERT. 1"=4'MATCH LINE STA 18+50
SEE SHEET 9
MATCH LINE STA 14+00SEE SHEET 7
18+50EX. S'LY TCEX. S'LY TCPROP. CROWN7' CL OFFSET RTPROP. N'LY TCEX. S'LY TC1604115960EX. STREET EL. AT7' CL OFFSET RT15976159841599616022CITRUS ELEMENTARY SCHOOL17 3/8" WTR - FWC15' S/O CL
TEL - VERIZON
8" WTR - FWC19' S/O CLTEL - AT&T TEL - AT&T
3" GAS - SCG
12' N/O CL
3" GAS - SCG
16' N/O CL
CONSTRUCT 4" AC PAVEMENT OVER 95%COMPACTED NATIVE SUBGRADE ATBACK OF DRIVEWAY.MB
FRO
M
TO 36'12' OR 24'6'4'1'VARIES
112425AS SHOWNON PLANSDETAIL B - TYPICAL DRIVEWAYN.T.S.12%
MAX
12%
MAX
MBFROMTO 31.5%
MAX
1.5%
MAX
1.5%
MAX 7.5%MAX7.5%MAX10%MAXGAS - SCGGAS - SCG
GAS - SCG
GAS - SCG
GAS - SCGGAS - SCG EX. N'LY FSCONSTRUCTION NOTESADJUST TO GRADE. ITEM AS NOTED ON PLAN.RELOCATE EXISTING. ITEM AS NOTED ON PLAN.SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER.SAWCUT AND REMOVE EXISTING PCC DRIVEWAY APPROACH.SAWCUT AND REMOVE EXISTING PCC CURB RETURN ACCESS RAMP (DEPTHVARIES).CONSTRUCT NEW 6" CURB AND GUTTER OVER 95% COMPACTED NATIVE PER CITYOF FONTANA STD. PLAN NO. 1000.CONSTRUCT NEW DEPRESSED RESIDENTIAL DRIVEWAY OVER 95% COMPACTEDNATIVE PER CITY OF FONTANA STD. PLAN NO. 1001, CURB ADJACENT SIDEWALKS.CONSTRUCT NEW PCC CURB RETURN ACCESS RAMP OVER 95% COMPACTEDNATIVE. STANDARD, CASE, AND TYPE PER DETAIL.CONSTRUCT NEW PCC SIDEWALK OVER 95% COMPACTED NATIVE PER CITY OFFONTANA STD. PLAN NO. 1006.SAWCUT AND REMOVE EXISTING AC AND NATIVE TO ACHIEVE REQUIREDTHICKNESS PER CONTRACT PROJECT PLANS.CONSTRUCT 4" AC PAVEMENT OVER 95% COMPACTED NATIVE SUBGRADE AT THEBACK OF DRIVEWAY.CONSTRUCT 6" PCC OVER 95% COMPACTED NATIVE SUBGRADE AT THE BACK OFDRIVEWAY.CONSTRUCT 2" AC (C2-PG 70-10) SURFACE COURSE OVER 4.5" AC (B-PG 70-10)BASE COURSE. CONSTRUCT AC OVER 95% COMPACTED NATIVE SUBGRADE.GRADE EXISTING NATIVE TO MATCH NEW CONCRETE ELEVATIONS.2356791113162224252627
19+0020+0021+0022+0023+0023+20C3C4L3L1L218+73.86DWY CLSEE DETAIL #13ON SHEET 619+25.60DWY CLSEE DETAIL #14ON SHEET 620+05.90DWY CLSEE DETAIL #16ON SHEET 6
23+19.81RANDALL AVE CL252412SSMHSIGN TOFROMWV
MBX2TOFROMMBTOFROM
2328222623327101284'54'30'34'18.1'
44.8'32.2'
98'
54'44'
5'
14.1'
20+99.12
JOIN EX. C.G.
19+51.60DWY CLSEE DETAIL #15ON SHEET 6 24SIGNFROMTO 35.3'
7'187'1111116520+33.80
JOIN EX. SW.2727527516161699920+69.19
END 6" CURB.
BEGIN TRANSITION
TO 8" CURB.22+70.74END AC PAVEMENTRECONSTRUCTIONWV2X31618+50.001171.91 TC18+75.001171.59 TC19+00.001172.10 TC19+25.001171.77 TC19+50.001171.87 TC19+75.001172.49 TC20+00.001172.39 TC
20+25.00
1173.05 TC
20+50.00
1173.30 TC
20+75.00
1173.61 TC
21+25.00
(1174.24 TC)
21+50.00
(1174.50 TC)
21+75.00
(1174.74 TC)
22+00.00
(1175.00 TC)
22+25.00
(1175.28 TC)
22+50.00
(1175.51 TC)
22+68.17
(1175.67 TC)
20+28.67 BC
1173.09 TC
20+69.19 BC
1173.50 TC
END 6" CURB.
BEGIN TRANSITION
TO 8" CURB.
20+48.49 EC
1173.29 TC
18+61.86 TX1171.96 TC18+85.86 TX1172.04 TC19+13.60 TX1172.15 TC19+63.60 TX1172.33 TC19+92.90 TX1172.73 TC20+18.90 TX
1172.99 TC
20+15.90 BX1172.54 TC19+95.90 BX1172.35 TC19+57.60 BX1171.90 TC19+45.60 BX1171.85 TC19+31.60 BX1171.80 TC 19+19.60 BX1171.75 TC18+79.86 BX1171.61 TC18+67.86 BX1171.56 TC0.37%0.37%0.37%0.37%0.37%0.37%0.37%1.36%1.36%0.99%0.99%1.01%1.04%0.92%20+89.12 EC
1173.87 TC
20+99.12
(1173.96 TC)
JOIN EX. C&G
(1.05%)(1.03%)(0.97%)(1.05%)(1.11%)(0.92%)(0.90%)19+36.60 TX1172.23 TC19+40.60 TX1172.25 TC
21+00.00
(1173.97 TC)1.84%18+50.001171.99 FS18+75.001172.09 FS19+00.001172.18 FS19+25.001172.27 FS19+50.001172.37 FS19+75.001172.57 FS20+00.001172.90 FS
20+25.00
1173.21 FS
20+50.00
1173.52 FS
20+75.00
1173.83 FS
21+00.00
1174.13 FS
21+25.00
1174.35 FS
21+50.00
1174.57 FS
21+75.00
1174.78 FS
22+00.00
1175.00 FS
22+25.00
1175.21 FS
22+50.00
1175.41 FS
22+75.00
(1175.63 FS)
23+00.00
(1175.94 FS)
23+19.81
(1176.14 FS)0.37%0.37%0.37%0.37%0.37%1.36%1.23%1.23%1.23%1.23%0.87%0.87%0.87%0.87%0.82%0.82%(1.24%)(1.00%)0.82%22+02.14 GB
1175.02 FS
CROWN LINE
ANGLE POINT
20+99.12 GB
1174.12 FS
19+92.90 GB1172.82 FS19+63.60 GB1172.42 FS1.36%22+70.74
(1175.58 FS)
JOIN EX. AC PVMT
AND LEGAL CL
18+75.00(1171.86 TC)19+00.00(1172.09 TC)19+25.00(1172.30 TC)19+50.00(1172.52 TC)19+75.00(1172.78 TC)20+00.00(1172.97 TC)
20+25.00
(1173.12 TC)
20+50.00
(1173.24 TC)
20+75.00
(1173.40 TC)
21+00.00
(1173.49 TC)
21+25.00
(1173.72 TC)
21+50.00
(1173.97 TC)
21+75.00
(1174.21 TC)
22+00.00
(1174.47 TC)
22+25.00
(1174.74 TC)
22+50.00
(1174.97 TC)
22+52.13 BCR
(1175.00 TC)
18+50.00(1171.71 TC)(0.60%)(0.93%)(0.84%)(0.88%)(1.02%)(0.77%)(0.59%)(0.48%)(0.64%)(0.38%)(0.90%)(1.01%)(0.98%)(1.03%)(1.06%)(0.95%)LINE DATA TABLESEGMENTL1L2L3LENGTH846.88'21.93'10.00'BEARINGN89° 26' 05"EN70° 05' 37"EN89° 26' 18"ECURVE DATA TABLESEGMENTC3C4LENGTH20.25'20.26'RADIUS60.00'60.00'DELTA19°20'28"19°20'41"PROPOSED TRUNCATED DOMESPROPOSED CONCRETE IMPROVEMENTSLEGENDMATCH LINE STA 18+50SEE SHEET 8
RANDALL AVECITRUS AVECITRUS AVEREMOVE EX. AC PAVEMENT.CONSTRUCT 6.5" AC PAVEMENT OVER12" MIN. OF 95% COMPACTED NATIVESUBGRADE.INSTALL TURF AND MODIFY IRRIGATIONTO MATCH EXISTING.R/W
PROP.
CROWN
CL
R/W
R/W
CLCL CL18+5019+0020+0021+0022+0019+5021+5020+50117011701170118011801180SCALE:HORIZ. 1"=20'VERT. 1"=4'MATCH LINE STA 18+50SEE SHEET 8
22+50EX. S'LY TCPROP. CROWN7' CL OFFSET RTEX. N'LY TCPROP. N'LY TCEX. CROWNAT CL23+0016041EX. STREET EL. AT7' CL OFFSET RT9298-9286CITRUS ELEMENTARY SCHOOL160501604016038TEL - VERIZON
8" WTR - FWC19' S/O CL
ELEC - SCE
17 3/8" WTR - FWC15' S/O CL
8" SS -
CITY OF FONTANA
ELEC - SCE
6" SS -
CITY OF FONTANA
TEL - CHARTER
TEL - CHARTER
TEL - AT&T3" GAS - SCG
16' N/O CL
10" GAS - SCG34' W/O CL2" GAS - SCGCONSTRUCT 4" AC PAVEMENT OVER 95%COMPACTED NATIVE SUBGRADE ATBACK OF DRIVEWAY.GRADE EX. TO MATCH NEW CONCRETEELEVATIONS.GAS - SCG GAS - SCGGAS - SCG
EX. N'LY FS9FEET1:204020010CONSTRUCTION NOTESADJUST TO GRADE. ITEM AS NOTED ON PLAN.RELOCATE EXISTING. ITEM AS NOTED ON PLAN.SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER.SAWCUT AND REMOVE EXISTING PCC DRIVEWAY APPROACH.CONSTRUCT NEW 6" CURB AND GUTTER OVER 95% COMPACTED NATIVE PER CITYOF FONTANA STD. PLAN NO. 1000.CONSTRUCT NEW 8" CURB AND GUTTER OVER 95% COMPACTED NATIVE PER CITYOF FONTANA STD. PLAN NO. 1000.CONSTRUCT NEW DEPRESSED RESIDENTIAL DRIVEWAY OVER 95% COMPACTEDNATIVE PER CITY OF FONTANA STD. PLAN NO. 1001, CURB ADJACENT SIDEWALKS.CONSTRUCT NEW RESIDENTIAL DRIVEWAY OVER 95% COMPACTED NATIVE PERCITY OF FONTANA STD. PLAN NO. 1001, PARKWAY ADJACENT SIDEWALKS.CONSTRUCT NEW PCC SIDEWALK OVER 95% COMPACTED NATIVE PER CITY OFFONTANA STD. PLAN NO. 1006.CONSTRUCT UNDER SIDEWALK DRAIN PER CITY OF FONTANA STD. PLAN NO. 3001.SAWCUT AND REMOVE EXISTING AC AND NATIVE TO ACHIEVE REQUIREDTHICKNESS PER CONTRACT PROJECT PLANS.CONSTRUCT 4" AC PAVEMENT OVER 95% COMPACTED NATIVE SUBGRADE AT THEBACK OF DRIVEWAY.CONSTRUCT 6" PCC OVER 95% COMPACTED NATIVE SUBGRADE AT THE BACK OFDRIVEWAY.CONSTRUCT 2" AC (C2-PG 70-10) SURFACE COURSE OVER 4.5" AC (B-PG 70-10)BASE COURSE. CONSTRUCT AC OVER 95% COMPACTED NATIVE SUBGRADE.GRADE EXISTING NATIVE TO MATCH NEW CONCRETE ELEVATIONS.INSTALL TURF AND MODIFY IRRIGATION TO MATCH EXISTING.235691011121618222425262728
CITY OF FONTANAVICINITY MAPN.T.S.SIGNING AND STRIPING IMPOVEMENTSRANDALL AVENUE PROJECTCATAWBA AVENUE TO CITRUS AVENUEMERRILL AVERANDALL AVESAN BERNARDINO AVEVALLEY BLVDI-10CITRUS AVE
BEECH AVE
SIERRA AVEPROJECTLOCATION GENERAL SIGNING AND STRIPING NOTES1.TRAFFIC CONTROL PERMITS ARE REQUIRED FOR ANY WORK WITHIN THE PUBLIC RIGHT OF WAY. COMPLETEDAPPLICATIONS (www.fontana.org/DocumentCenter/View/10102) CAN BE SUBMITTED TO engineering@fontana.org ORCALL (909) 350-7610 FOR SUBMITTAL INSTRUCTIONS.2.INSPECTION REQUESTS SHALL BE SUBMITTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANYWORK WITHIN THE PUBLIC RIGHT OF WAY. REQUESTS MAY BE CALLED INTO OUR IVR SYSTEM AT (909) 350-7693;PERMIT NUMBER IS REQUIRED, OR VIA OUR eTrakit PORTAL AT https://etrakit.fontana.org/etrakit/. SAME DAYINSPECTION REQUESTS WILL NOT BE PROCESSED. OVERTIME INSPECTION REQUESTS CAN BE SUBMITTED TOengineering@fontana.org.3.ALL WORK, MATERIALS, EQUIPMENT AND TEMPORARY TRAFFIC CONTROL SHALL CONFORM TO THESE PLANS,THE CITY OF FONTANA DESIGN STANDARDS, THE CITY'S SPECIAL PROVISIONS, SECTION E, CALTRANSSTANDARD PLANS AND SPECIFICATIONS, AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES, LATEST EDITIONS.4.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN TEMPORARY TRAFFIC CONTROL AT ALLTIMES.5.ALL SIGNS SHALL BE INSTALLED PER CITY DESIGN STANDARD 4003, UNLESS OTHERWISE SPECIFIED ON THEPLANS. SIGNS AND SIGNPOSTS THAT ARE REMOVED SHALL BE SALVAGED TO THE CITY YARD AT 16489 ORANGEWAY.6.ALL STRIPING SHALL BE ALKYD THERMOPLASTIC UNLESS OTHERWISE NOTED. STRIPING AND PAVEMENTLEGENDS SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURES SPECIFICATIONS.7.SUBSTITUTE TYPE "C" RAISED PAVEMENT MARKERS FOR TYPE "G" MARKERS ON DETAIL 38 STRIPING ONROADWAYS WITH RAISED MEDIANS.8.SUBSTITUTE DETAIL 12A STRIPING FOR DETAIL 12 STRIPING ON ROADWAYS WITH RAISED MEDIANS.9.STRIPING AND PAVEMENT MARKINGS TO BE REMOVED SHALL BE REMOVED BY SANDBLASTING OR OTHERAPPROVED METHOD, NONE OF WHICH SHALL DAMAGE THE PAVEMENT. THE 'BLACK OUT' METHOD OF REMOVALIS NOT PERMITTED. ANY PAVEMENT DAMAGED BY REMOVALS SHALL BE REPAIRED PER APPROVAL BY THE CITYENGINEER AT NO COST TO THE CITY.10.CONTROL POINTS OR 'CAT TRACKING' SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO APPLICATION OFPAVEMENT STRIPING AND LEGENDS. TRAFFIC LOOPS SHALL NOT BE CUT IN PRIOR TO APPROVAL OF CATTRACKING. A 48 HOUR ADVANCE NOTICE IS REQUIRED FOR REVIEW OF CAT TRACKING.11.BLUE RAISED PAVEMENT MARKERS SHALL BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS PER CITY DESIGNSTANDARD 6001.12.RECORD DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALLPROVIDE RECORD DRAWINGS AND ELECTRONIC AUTOCAD FILES TO THE CITY ENGINEER.SIGNING AND STRIPING NOTESAPPLY THERMOPLASTIC 6" DOUBLE YELLOW CENTERLINE PER CALTRANS STD. PLAN A20A, DETAIL 22.APPLY THERMOPLASTIC 6" WHITE STRIPE RIGHT EDGELINE PER CALTRANS STD. PLAN A20B, DETAIL 27B.APPLY THERMOPLASTIC 8" WHITE CHANNELIZING LANE LINE PER CALTRANS STD. PLAN A20D, DETAIL 38.APPLY THERMOPLASTIC 6" WHITE BIKE LANE LINE PER CALTRANS STD. PLAN A20D, DETAIL 39.APPLY THERMOPLASTIC 6" WHITE BIKE LANE INTERSECTION LINE PER CALTRANS STD. PLAN A20D, DETAIL 39A.APPLY THERMOPLASTIC WHITE TYPE IV ARROW PER CALTRANS STD. PLAN A24A. DIRECTION AS NOTED ON PLAN.APPLY THERMOPLASTIC WHITE BIKE LANE ARROW PAVEMENT MARKING PER CALTRANS STD. PLAN A24A.APPLY THERMOPLASTIC WHITE BIKE SYMBOL WITH PERSON PAVEMENT MARKING PER CALTRANS STD. PLAN A24C.APPLY THERMOPLASTIC WHITE PAVEMENT MARKING PER CALTRANS STD. PLAN A24D. WORDS AS NOTED ON PLAN.APPLY THERMOPLASTIC 12" YELLOW BASIC CROSSWALK PER CALTRANS STD. PLAN A24F.APPLY THERMOPLASTIC WHITE 8" DIAGONAL STRIPE (40') C-C.APPLY THERMOPLASTIC DASHED GREEN BIKE PAINT.PAINT RETAINING CURB YELLOW.INSTALL NEW SIGN AND POST. SIGNS AS NOTED ON PLAN.INSTALL NEW SIGN ON EXISTING POST. SIGNS AS NOTED ON PLAN.INSTALL EXISTING SIGN ON NEW POST. SIGNS AS NOTED ON PLAN.RELOCATE EXISTING SIGN AND INSTALL ON NEW POST. SIGNS AS NOTED ON PLAN.INSTALL BLUE REFLECTIVE FIRE HYDRANT PAVEMENT MARKER PER CA MUTCD, FIGURE 3B-102(CA).REPLACE PAINTED WHITE ARROW PAVEMENT MARKING. MATCH EXISTING ARROW STYLE.50515253545556575859606162636465666768FO
N
T
A
N
A
A
V
E
DRAWING NUMBER 6350STREET IMPROVEMENT PLAN 6351SIGNING AND STRIPING PLANEXISTING STREET LIGHTPROPERTY LINE/LOT LINERIGHT-OF-WAYEXISTING SIGNLEGENDEXISTING STRIPING TO REMAINPROPOSED STRIPINGPROPOSED GREEN BIKE LANE STRIPINGPROPERTY ADDRESSXXXXXSIGN LEGENDSPEEDLIMIT50R2-1(24"X30")STOPR1-1(30"X30")BEGINRIGHT TURN LANEYIELD TO BIKESR4-4(36"X30")BIKE LANER81(CA)(12"X8")ENDR81B(CA)(8"X5")BEGINR81A(CA)(12"X5")ENDSCHOOLSPEEDLIMITS5-3(24"X30")R3-4(24"X24")IN SCHOOL ZONE(24"X24")INSCHOOLZONEW3-1(30"X30")PROPOSED SIGNSHEET INDEXSHEET NO.DESCRIPTION 1TITLE SHEET 2SIGNING AND STRIPING PLANCATAWBA AVE
ALL WAYR1-3P(18"X6")
R/W
R/W56575354615359 5053"STOP"535461546153"AHEAD"
"STOP"5858565715960R81(CA)R81A(CA)63S5-3 63R81(CA)R81B(CA)63R1-1R1-3PR1-1TOFROMEX. SW24-3(CA)EX. SR4-1(CA)W3-1FROM
TO 66EX. R3-4,IN SCHOOL ZONE6767676658R/W
R/W
21'6'11'11'6'8'
10'6'11'11'6'8'
8'6'11'11'6'8'
8'6'11'11'6'8'11'(20')(32')52'52'76'65(8')(14')(14')(8')(22')(22')(20')(27')(20')(12')(32')626868R/W R/W5356 5056575657RT55L=110'54L=140'L=140'
L=150'525352TYP.60LT 5559R2-1(40)FROMTO 66R3-4, INSCHOOL ZONEFROMTO 66R81(CA)64EX. R3-7RR4-464
EX. SR4-1(CA)67R/W
11'19'6'13'10'13'
3'
4'
9'
10'6'11'11'6'8'21'6'11'11'6'8'53L=173'53L=173'5157(14')(12')(12')(12')(14')(14')(12')(12')(12')(14')MATCH LINESEE ABOVE RIGHT
MATCH LINE
SEE BELOW LEFTRANDALL AVERANDALL AVECATAWBA AVECATAWBA AVEFONTANA AVEPROPOSED STRIPINGSTRIPING LEGENDEXISTING STRIPING TO REMAINPROPOSED GREEN BIKE LANE STRIPING160411603815976159841599616022CITRUS ELEMENTARY SCHOOL159579275SIGN LEGEND539298-928690' GAP16041CITRUS ELEMENTARY SCHOOL1604016050CITRUS AVECITRUS AVEFEETSCALE: 1" = 40'4020010SPEEDLIMIT50R2-1(24"X30")STOPR1-1(30"X30")BEGINRIGHT TURN LANEYIELD TO BIKESR4-4(36"X30")BIKE LANER81(CA)(24"X18")ENDR81B(CA)(8"X5")BEGINR81A(CA)(12"X5")ENDSCHOOLSPEEDLIMITS5-3(24"X30")R3-4(24"X24")IN SCHOOL ZONE(24"X24")INSCHOOLZONEW3-1(30"X30")ALL WAYR1-3P(18"X6")FONTANA AVESIGNING AND STRIPING NOTESAPPLY THERMOPLASTIC 6" DOUBLE YELLOW CENTERLINE PER CALTRANS STD.PLAN A20A, DETAIL 22.APPLY THERMOPLASTIC 6" WHITE STRIPE RIGHT EDGELINE PER CALTRANS STD.PLAN A20B, DETAIL 27B.APPLY THERMOPLASTIC 8" WHITE CHANNELIZING LANE LINE PER CALTRANSSTD. PLAN A20D, DETAIL 38.APPLY THERMOPLASTIC 6" WHITE BIKE LANE LINE PER CALTRANS STD. PLANA20D, DETAIL 39.APPLY THERMOPLASTIC 6" WHITE BIKE LANE INTERSECTION LINE PERCALTRANS STD. PLAN A20D, DETAIL 39A.APPLY THERMOPLASTIC WHITE TYPE IV ARROW PER CALTRANS STD. PLANA24A. DIRECTION AS NOTED ON PLAN.APPLY THERMOPLASTIC WHITE BIKE LANE ARROW PAVEMENT MARKING PERCALTRANS STD. PLAN A24A.APPLY THERMOPLASTIC WHITE BIKE SYMBOL WITH PERSON PAVEMENTMARKING PER CALTRANS STD. PLAN A24C.APPLY THERMOPLASTIC WHITE PAVEMENT MARKING PER CALTRANS STD. PLANA24D. WORDS AS NOTED ON PLAN.APPLY THERMOPLASTIC 12" YELLOW BASIC CROSSWALK PER CALTRANS STD.PLAN A24F.APPLY THERMOPLASTIC WHITE 8" DIAGONAL STRIPE (40') C-C.APPLY THERMOPLASTIC DASHED GREEN BIKE PAINT.PAINT RETAINING CURB YELLOW.INSTALL NEW SIGN AND POST. SIGNS AS NOTED ON PLAN.INSTALL NEW SIGN ON EXISTING POST. SIGNS AS NOTED ON PLAN.INSTALL EXISTING SIGN ON NEW POST. SIGNS AS NOTED ON PLAN.RELOCATE EXISTING SIGN AND INSTALL ON NEW POST. SIGNS AS NOTED ONPLAN.INSTALL BLUE REFLECTIVE FIRE HYDRANT PAVEMENT MARKER PER CA MUTCD,FIGURE 3B-102(CA).REPLACE PAINTED WHITE ARROW PAVEMENT MARKING. MATCH EXISTINGARROW STYLE.50515253545556575859606162636465666768
_______City Engineer RCE 51197DateApproved By:30File No.:Sheet ofDate:Scale:Drawn By:Plan No(s).:EngineeringDivisionGLENDORACITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVEREVISIONSDate:ApprDESCRIPTIONNo.WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM ORMODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALLWORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECTENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FORREVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERNO FIELD CHANGESCONTRACTOR NOTICE:RKnow what'sbelow.before you dig.CallWATER AND STREET IMPROVEMENT PLANRKMAS SHOWNTITLE SHEETBENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVEWATER AND STREET IMPROVEMENT PLANPLAN NO. 1338 AND 1339STANDARD NOTES FOR WATER CONSTRUCTION1.ALL APPLICABLE "CITY OF GLENDORA STANDARD DESIGNS & SPECIFICATIONS", LATESTREVISIONS, ARE HEREBY MADE A PART OF THIS PLAN AND ALL WATER MAINS, APPURTENANCESAND INSTALLATIONS SHALL BE IN ACCORDANCE WITH SAME.2.THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", LATEST EDITION, ISHEREBY MADE A PART OF THIS PLAN.3.THE CONTRACTOR SHALL LOCATE ALL UTILITIES AND MONUMENTS OF EVERY NATURE,WHETHER SHOWN HEREON OR NOT, AND PROTECT THEM FROM DAMAGE. THE CONTRACTORSHALL BEAR THE TOTAL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES AND MONUMENTSDAMAGED OR DESTROYED.4.THE CONTRACTOR SHALL WARRANTY ALL WORK FOR A PERIOD OF ONE (1) YEAR FROM THEDATE OF FINAL ACCEPTANCE BY THE CITY AND SHALL BE RESPONSIBLE FOR THE REPAIRAND/OR REPLACEMENT OF ALL FAILURES DETERMINED BY THE CITY ENGINEER TO BE CAUSEDBY WORKMANSHIP OR SUBSTANDARD MATERIALS.5.24 HOUR NOTIFICATION IS REQUIRED FOR ALL PUBLIC WORKS INSPECTIONS. CONTACT THE CITYOF GLENDORA PUBLIC WORKS DEPARTMENT, MONDAY THROUGH THURSDAY (EXCLUDINGHOLIDAYS), 8:00 A.M. TO 5:00 P.M., AT (626) 914-8246.6.THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS FROM THE CITY OF GLENDORAPUBLIC WORKS DEPARTMENT AND AFFECTED AGENCIES PRIOR TO COMMENCEMENT OFCONSTRUCTION.7.THE CONTRACTOR SHALL MAKE APPLICATION TO THE CITY OF GLENDORA AND OBTAIN AHYDRANT METER PRIOR TO COMMENCEMENT OF CONSTRUCTION.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE WATER MANAGER,THE INSTALLATION OF ALL WATER MAINS, APPURTENANCES, TIE-INS, SHUT DOWNS, TESTINGAND WORK REQUIRED.9.THE CONTRACTOR SHALL AT ALL TIMES MAINTAIN PROPER BARRICADING, DUST CONTROL,TRAFFIC CONTROL, SHORING AND SAFETY MEASURES OF EVERY NATURE.10.ALL REQUIRED TESTING (CHLORINATION, BACTERIOLOGICAL, HYDROSTATIC PRESSURE ANDLEAKAGE) SHALL BE COMPLETED PRIOR TO PLACEMENT OF WATER MAIN OR APPURTENANCE INSERVICE AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE CITY ENGINEER.11.ANY CHANGE FROM THE PLAN, STANDARD NOTES, STANDARD DESIGNS OR SPECIFICATIONSSHALL BE CONSIDERED NON-CONFORMING UNLESS APPROVED IN WRITING BY THE CITYENGINEER PRIOR TO INSTALLATION.12.ALL WATER MAINS AND APPURTENANCES SHALL BE INSTALLED AFTER COMPLETION OF CURB,GUTTER AND ROUGH STREET GRADE, UNLESS SPECIFIED ON PLAN.13.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND HAVE AVAILABLE ALLMATERIALS AND EQUIPMENT REQUIRED FOR THE INSTALLATION OF WATER MAINS ANDAPPURTENANCES REQUIRED TO COMPLETE WORK SHOWN HEREON PRIOR TO COMMENCEMENTOF CONSTRUCTION.14.WATER MAINS, SERVICES AND APPURTENANCES SHALL NOT BE BACK FILLED PRIOR TOINSPECTION, FIELD MEASUREMENTS AND TESTING BY THE CITY ENGINEER. CENTER LOADINGPRIOR TO HYDROSTATIC TESTING IS ALLOWABLE AFTER INSPECTION AND FIELD MEASUREMENTARE COMPLETED.15.INSTALLATIONS NOT CONFORMING TO THE "CITY OF GLENDORA STANDARD DESIGNS &SPECIFICATIONS" SHALL BE REMOVED, REPLACED AND/OR CORRECTED AT THE CONTRACTOR'SEXPENSE, AS DIRECTED BY THE CITY ENGINEER.16.PIPELINE DISINFECTING SHALL BE IN ACCORDANCE WITH THE "CITY OF GLENDORA STANDARDDESIGNS & SPECIFICATIONS" AND MEET OR EXCEED THE "AMERICAN WATER WORKSASSOCIATION STANDARD FOR DISINFECTING WATER MAINS (ANSI/AWWA C651-92)".STANDARD NOTES FOR STREET CONSTRUCTION1.ALL APPLICABLE "CITY OF GLENDORA STANDARD DESIGNS & SPECIFICATIONS", LATESTREVISIONS, ARE HEREBY MADE A PART OF THIS PLAN AND ALL STREET IMPROVEMENTS SHALLBE IN ACCORDANCE WITH SAME.2.THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", LATEST EDITION, ISHEREBY MADE A PART OF THIS PLAN.3.PAVEMENT SHALL CONSIST OF 2-INCH RUBBERIZED HOT MIX, TYPE G (RHMA-G) SURFACECOURSE OVER 2-INCH HOT MIX ASPHALT, TYPE PG64-10 BASE COURSE AS SHOWN ON THEPLAN.4.ASPHALT CONCRETE PAVING SHALL BE LAID IN COURSES NOT TO EXCEED 4 INCHES INTHICKNESS, THE BASE COURSE USING 3/4 INCH MAXIMUM SIZE AGGREGATE AND THE SURFACECOURSE USING 1/2 INCH MAXIMUM SIZE AGGREGATE, UNLESS NOTED.5.THE CONTRACTOR SHALL LOCATE ALL UTILITIES AND MONUMENTS OF EVERY NATURE,WHETHER SHOWN HERON OR NOT, AND PROTECT THEM FROM DAMAGE. THE CONTRACTORSHALL BEAR THE TOTAL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES ANDMONUMENTS DAMAGED OR DESTROYED.6.ALL CONCRETE SHALL BE CLASS 520-C-2500 (5-1/2 SACK MIX) AND SHALL BE CURED WITH TYPE 1(CLEAR) CURING COMPOUND IMMEDIATELY AFTER FINISHING.7.ALL ASPHALT CONCRETE STREET SURFACES SHOWN HEREON SHALL BE SEAL-COATED, WHENDIRECTED BY THE CITY ENGINEER, FULL WIDTH USING AN APPROVED TYPE SS-1H EMULSIONWITH NO MORE THAN 50% WATER ADDED. A TRUCK MOUNTED SPRAY BAR SHALL BE UTILIZEDFOR SPREADING.8.THE CONTRACTOR SHALL COORDINATE ALL SIGN INSTALLATIONS WITH THE CITY ENGINEERPRIOR TO SIDEWALK INSTALLATION.9.AN APPROVED SOIL STERILANT SHALL BE UNIFORMLY APPLIED IN ALL AREAS TO BE PAVEDUNDER THE DIRECTION OF THE CITY ENGINEER.10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING MAILBOX BLOCK-OUTLOCATIONS WITH THE U.S. POSTAL SERVICE PRIOR TO SIDEWALK INSTALLATION.11.THE CONTRACTOR SHALL WARRANTY ALL WORK FOR A PERIOD OF ONE (1) YEAR FROM THEDATE OF FINAL ACCEPTANCE BY THE CITY AND SHALL BE RESPONSIBLE FOR THE REPAIR ANDOR REPLACEMENT OF ALL FAILURES DETERMINED BY THE CITY ENGINEER TO BE CAUSED BYWORKMANSHIP OR SUBSTANDARD MATERIALS.12.THE CONTRACTOR SHALL AT ALL TIMES MAINTAIN PROPER BARRICADING, DUST CONTROL,TRAFFIC CONTROL, SHORING AND SAFETY MEASURES OF EVERY NATURE.13.THE CONTRACTOR SHALL MAKE APPLICATION TO THE CITY OF GLENDORA AND OBTAIN AHYDRANT METER PRIOR TO COMMENCEMENT OF CONSTRUCTION.14.THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS FROM THE CITY OF GLENDORAPUBLIC WORKS DEPARTMENT AND AFFECTED AGENCIES PRIOR TO COMMENCEMENT OFCONSTRUCTION.15.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE INSTALLATION OF WATERPIPELINES AND APPURTENANCES WITH THE WATER MANAGER.16.24 HOUR NOTIFICATION IS REQUIRED FOR ALL PUBLIC WORKS INSPECTIONS. CONTACT THECITY OF GLENDORA PUBLIC WORKS DEPARTMENT, MONDAY THROUGH THURSDAY (EXCLUDINGHOLIDAYS), 8:00 A.M. TO 5:00 P.M., AT (626) 914-8246.17.THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN CONFORMING TO THE CITY OFGLENDORA TRAFFIC CONTROL REQUIREMENTS, S.D. & S. NO. 1.17.18.ANY CHANGES FROM THE PLAN, STANDARD NOTES, STANDARD DESIGNS OR SPECIFICATIONSSHALL BE CONSIDERED NON-CONFORMING UNLESS APPROVED IN WRITING BY THE CITYENGINEER PRIOR TO INSTALLATION.19.INSTALLATIONS NOT CONFORMING TO THE "CITY OF GLENDORA STANDARD DESIGNS &SPECIFICATIONS" SHALL BE REMOVED, REPLACED AND OR CORRECTED AT THE CONTRACTOR'SEXPENSE, AS DIRECTED BY THE CITY ENGINEER.CITY/AGENCY NOTIFICATION:1PROJECT LOCATION MAPVICINITY MAPNOT TO SCALENOT TO SCALEBARRANCA AVE
BARRANCA AVE
VALENCIA ST
TRAYER AVE
GRAND AVE
WESTRIDGE AVE
BENDER AVE
WASHINGTON AVE
PENNSYLVANIA AVE
CITRUS AVE
GRAND AVE
GLENDORA AVE
LIVE OAK AVE
GLENWOOD AVEBENNETT AVEBENNETT AVEFOOTHILL BLVDLEADORA AVESIERRA MADRE AVEHISTORIC RTE. 66I-210BASELINE RDLEGENDSTORM DRAIN MANHOLETELECOMMUNICATIONS MANHOLEIRRIGATION CONTROL VALVEGAS VALVEWATER VALVEPOWER POLEGUY WIREFIRE HYDRANTSTREET LIGHTTRAFFIC SIGNALPALM TREESTREET CENTERLINERIGHT-OF-WAYEXISTING CATV LINEEXISTING ELECTRICAL LINEEXISTING GAS LINEEXISTING RECLAIMED WATER LINEEXISTING SEWER LINEEXISTING STORM DRAIN LINEEXISTING TELECOMMUNICATIONS LINEEXISTING WATER LINEMAIL BOXTRAFFIC SIGNAL PULL BOXTELECOMMUNICATIONS PULL BOXSTREET LIGHTING PULL BOXELECTRICAL PULL BOXGENERAL PULL BOXGENERAL VAULTELECTRICAL VAULTRECLAIMED WATER VAULTTELECOMMUNICATIONS VAULTGENERAL CABINETWATER METERGAS METERSIGNTREEEXISTING OVERHEAD LINESEWER MANHOLESQUARE GRATE INLETTYPE D LOOP DETECTORTYPE E LOOP DETECTORTRAFFIC SIGNAL/PED XWALK SIGNALPROPOSED WATER LINEABBREVIATIONSASPHALT CONCRETEACCATCH BASINCBCENTERLINECLCABLE TELEVISIONCATVDRIVEWAYDWYDETAILDETFIRE HYDRANTFHFINISHED SURFACEFSINVERTINVMANHOLEMHPORTLAND CEMENT CONCRETEPCCPOLYVINYL CHLORIDEPVCRIGHT OF WAYR/WSLOPESSTORM DRAINSDSTREET LIGHTSLELECTRICALELECEXISTINGEXREINFORCED CONCRETE PIPERCPASBESTOS CEMENT PIPEACPAIR RELEASE VALVEARVBLOW-OFF VALVEB/OBOTTOM OF PIPEBOPDUCTILE IRON PIPEDIPFIRE LINEFLGAVE VALVEGVHIGH POINTHPIRRIGATION WATERIRRLATERALLATLINEAR FEETLFLIP OF GUTTERLIPLOW POINTLPMAXIMUMMAXMINIMUMMINPROPOSEDPROPSANITARY SEWERSSTANGENT LENGTHTLTOP OF PIPETOPWATER METERWMWATER SERVICEWSWATERWTRWATER VALVEWVSTEELSTLNOTE:1.THE CONTRACTOR IS REQUIRED TO BLANK AND ABANDON ALL EXISTING STEEL MAIN WITH 0.25"STEEL PLATES WITH FULL CIRCUMFERENCE WELDS.2.EXISTING MAIN SHALL BE ABANDONED IN PLACE WITH P.C.C. PLUGS AT ALL THE OPENINGS ANDCONNECTION POINTS. AT CERTAIN LOCATIONS THERE MAY BE NEED TO CUT AND REMOVEINTERFERING ABANDONED VALVES. FILL THE VOID LEFT BEHIND BY THE VALVE WITH 1-SACKCEMENT SAND SLURRY. TOP 12" IS TO BE AC PAVED FINISH TO MATCH EXISTING SURFACE.CONTRACTOR SHALL ADD COSTS IN HIS OR HER OVERALL BID PROPOSAL, AND NO ADDITIONALCOMPENSATION SHALL BE PAID FOR THIS WORK.3.CONTRACTOR IS REQUIRED TO CONTACT UNDERGROUND SERVICE ALERT (USA/SC) FORUTILITY MARKING. POTHOLE ALL UTILITY AND SUBSTRUCTURE LOCATIONS AND VERIFYPROPER CLEARANCE OF ALL PROPOSED WATER INSTALLATIONS PRIOR TO COMMENCINGWORK. CONTRACTOR SHALL PROVIDE THE CITY WITH DEPTH, SIZE, TYPE AND LOCATION OFALL UTILITIES AND SUBSTRUCTURES POTHOLED AND NOTIFY THE CITY ENGINEER OF ANYCONFLICTS WITH PLAN. CONTRACTOR SHALL ALLOW A MINIMUM OF TWO (2) WORKING DAYSFOR REVISED GRADES AND/OR ALIGNMENTS TO BE DETERMINED AND APPROVED BY THE CITYENGINEER.4.MINIMUM OF 36" BELOW GRADE REQUIRED ON ALL PROPOSED WATER MAINS. PROPOSEDWATER MAINS SHALL BE 6"-12" BELOW EXISTING MAIN TO CLEAR LATERALS.5.CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR REPLACE ALL LANDSCAPING ANDHARDSCAPE ASSOCIATED WITH INSTALLATION OF WATER MAIN SERVICE LATERALS. ALL TREES,SHRUBS, GRASS, AND IRRIGATION MUST BE RESTORED TO EXISTING CONDITIONS TO THESATISFACTION OF CITY INSPECTOR.NOTE (CONTINUED):6.ALL UTILITY MAIN CROSSING AND TIE IN LOCATIONS SHALL BE POTHOLED (FULL EXPOSED) TOIDENTIFY SIZE, LOCATION, AND DEPTH INFORMATION AND SHALL BE PROVIDED TO THE CITYPRIOR TO ANY MAINLINE INSTALLATION. CONTRACTOR SHALL ALLOW ADEQUATE TIME FORCITY TO PROVIDE ANY DESIGN CHANGES REQUIRED BY THE FIELD CONDITIONS, WITHOUTCHARGING ANY DOWNTIME DURING CONSTRUCTION.7.MAXIMUM SHUT DOWN TIME ALLOWED IS 4 HOURS EXCLUDING TIME REQUIRED BY THE CITYFOR SHUT DOWN AND FILLING. DEWATERING AND ALL WORK REQUIRED TO PLACE SYSTEM INSERVICE IS INCLUDED IN THE MAXIMUM SHUT DOWN TIME.8.FIRE HYDRANT ASSEMBLY AND EXISTING LATERAL SHALL BE 2 FEET CLEAR OF PROPOSEDASSEMBLY AS REQUIRED. DELIVER EXISTING FIRE HYDRANT ASSEMBLY TO CITY WATER YARD.9.CONTRACTOR IS REQUIRED TO REMOVE AND SALVAGE EXISTING METER AND METER BOX ASSHOWN ON THE PLAN AND INSTALL NEW LANDSCAPING OR HARDSCAPE IN KIND FOR ALL 1"COPPER SERVICE ASSEMBLY.10.FOR CONSTRUCTION OF 8" DUCTILE IRON WATER MAIN, USE MEGA-LUG, OR EQUIVALENT JOINTRESTRAINTS ON ALL MJT X PE JOINTS. USE FIELD LOCK GASKETS ON ALL BELL ENDS.11.ALL CONNECTIONS IN FRONT OF SCHOOL ZONE SHALL BE DONE OVER WEEKENDS.SHEET INDEX1TITLE SHEET2TYPICAL CROSS SECTIONS3-8RAMP DETAILS9-18WATER IMPROVEMENT PLAN19-25STREET IMPROVEMENT PLAN26-30SIGNING AND STRIPING PLANNNPUBLIC WORKS DEPARTMENT(626) 914-8246CITY OF GLENDORA WATER DIVISION(626) 914-8256ENGINEERING DIVISION - PROJECT COORDINATOR(626) 914-8216POLICE DEPARTMENT (24 HR. EMERGENCY)(626) 914-8250FIRE DEPARTMENT (CONSTRUCTION NOTIFICATION)(626) 963-1821 (626) 963-5719CHARTER COMMUNICATIONS(800) 338-9299CROWN CASTLE(888) 632-0931FRONTIER COMMUNICATIONS(714) 375-6760LACDPW - CONSTRUCTION DIVISION(626) 458-5100MCI (VERIZON)(626) 813-4512SOUTHERN CALIFORNIA EDISON(562) 903-3167SOUTHERN CALIFORNIA GAS CO.(909) 335-7955NO MAJOR CONSTRUCTION WORK OR LANE CLOSURES IMPACTING THESCHOOL SESSION WILL BE COMMENCED BEFORE JUNE 1, 2023. WORK INFRONT OF THE SCHOOL WILL START FROM JUNE 1, 2023, TO THE FIRSTWEEK OF AUGUST 2023. THE RESTRICTION WILL BE APPLIED TO THEPORTION OF BENNETT AVE FROM BARRANCA AVE TO GRAND AVE, WHICHIS FROM STATION 9+85.21 TO STATION 36+91.79, AS INDICATED ON THEAPPROVED PLAN. WORK IN OTHER AREAS WITHOUT IMPACTING THESCHOOL OPERATION MAY COMMENCE BEFORE JUNE 1, 2023.
_______City Engineer RCE 51197DateApproved By:30File No.:Sheet ofDate:Scale:Drawn By:Plan No(s).:EngineeringDivisionGLENDORACITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVEREVISIONSDate:ApprDESCRIPTIONNo.WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM ORMODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALLWORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECTENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FORREVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERNO FIELD CHANGESCONTRACTOR NOTICE:RKnow what'sbelow.before you dig.CallWATER AND STREET IMPROVEMENT PLANRKMAS SHOWNTYPICAL CROSS SECTIONS2
_______City Engineer RCE 51197DateApproved By:30File No.:Sheet ofDate:Scale:Drawn By:Plan No(s).:EngineeringDivisionGLENDORACITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVEREVISIONSDate:ApprDESCRIPTIONNo.WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM ORMODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALLWORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECTENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FORREVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERNO FIELD CHANGESCONTRACTOR NOTICE:RKnow what'sbelow.before you dig.CallWATER AND STREET IMPROVEMENT PLANRKMAS SHOWNRAMP DETAILS3NN
_______City Engineer RCE 51197DateApproved By:30File No.:Sheet ofDate:Scale:Drawn By:Plan No(s).:EngineeringDivisionGLENDORACITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVEREVISIONSDate:ApprDESCRIPTIONNo.WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM ORMODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALLWORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECTENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FORREVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERNO FIELD CHANGESCONTRACTOR NOTICE:RKnow what'sbelow.before you dig.CallWATER AND STREET IMPROVEMENT PLANRKMAS SHOWNRAMP DETAILS4NNN
_______City Engineer RCE 51197DateApproved By:30File No.:Sheet ofDate:Scale:Drawn By:Plan No(s).:EngineeringDivisionGLENDORACITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVEREVISIONSDate:ApprDESCRIPTIONNo.WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM ORMODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALLWORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECTENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FORREVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERNO FIELD CHANGESCONTRACTOR NOTICE:RKnow what'sbelow.before you dig.CallWATER AND STREET IMPROVEMENT PLANRKMAS SHOWNRAMP DETAILS5N
_______City Engineer RCE 51197DateApproved By:30File No.:Sheet ofDate:Scale:Drawn By:Plan No(s).:EngineeringDivisionGLENDORACITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVEREVISIONSDate:ApprDESCRIPTIONNo.WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM ORMODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALLWORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECTENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FORREVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERNO FIELD CHANGESCONTRACTOR NOTICE:RKnow what'sbelow.before you dig.CallWATER AND STREET IMPROVEMENT PLANRKMAS SHOWNRAMP DETAILS6N
_______City Engineer RCE 51197DateApproved By:30File No.:Sheet ofDate:Scale:Drawn By:Plan No(s).:EngineeringDivisionGLENDORACITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVEREVISIONSDate:ApprDESCRIPTIONNo.WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM ORMODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALLWORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECTENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FORREVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERNO FIELD CHANGESCONTRACTOR NOTICE:RKnow what'sbelow.before you dig.CallWATER AND STREET IMPROVEMENT PLANRKMAS SHOWNRAMP DETAILS7NN
_______City Engineer RCE 51197DateApproved By:30File No.:Sheet ofDate:Scale:Drawn By:Plan No(s).:EngineeringDivisionGLENDORACITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVEREVISIONSDate:ApprDESCRIPTIONNo.WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM ORMODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALLWORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECTENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FORREVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERNO FIELD CHANGESCONTRACTOR NOTICE:RKnow what'sbelow.before you dig.CallWATER AND STREET IMPROVEMENT PLANRKMAS SHOWNRAMP DETAILS8N
_______City Engineer RCE 51197DateApproved By:1" = 20'30File No.:Sheet ofDate:Scale:Drawn By:Plan No(s).:EngineeringDivisionGLENDORACITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVEREVISIONSDate:ApprDESCRIPTIONNo.WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM ORMODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALLWORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECTENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FORREVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERNO FIELD CHANGESCONTRACTOR NOTICE:RKnow what'sbelow.before you dig.CallWATER AND STREET IMPROVEMENT PLANRKMWATER IMPROVEMENT PLAN9NFeetSCALE: 1" = 20'4020010
_______City Engineer RCE 51197DateApproved By:1" = 20'30File No.:Sheet ofDate:Scale:Drawn By:Plan No(s).:EngineeringDivisionGLENDORACITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVEREVISIONSDate:ApprDESCRIPTIONNo.WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM ORMODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALLWORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECTENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FORREVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERNO FIELD CHANGESCONTRACTOR NOTICE:RKnow what'sbelow.before you dig.CallWATER AND STREET IMPROVEMENT PLANRKMWATER IMPROVEMENT PLAN10NFeetSCALE: 1" = 20'4020010
FeetSCALE: 1" = 20'4020010_______City Engineer RCE 51197DateApproved By:1" = 20'30File No.:Sheet ofDate:Scale:Drawn By:Plan No(s).:EngineeringDivisionGLENDORACITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVEREVISIONSDate:ApprDESCRIPTIONNo.WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM ORMODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALLWORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECTENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FORREVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERNO FIELD CHANGESCONTRACTOR NOTICE:RKnow what'sbelow.before you dig.CallWATER AND STREET IMPROVEMENT PLANRKMWATER IMPROVEMENT PLAN11N
_______City Engineer RCE 51197DateApproved By:1" = 20'30File No.:Sheet ofDate:Scale:Drawn By:Plan No(s).:EngineeringDivisionGLENDORACITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVEREVISIONSDate:ApprDESCRIPTIONNo.WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM ORMODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALLWORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECTENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FORREVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERNO FIELD CHANGESCONTRACTOR NOTICE:RKnow what'sbelow.before you dig.CallWATER AND STREET IMPROVEMENT PLANRKMWATER IMPROVEMENT PLAN12NFeetSCALE: 1" = 20'4020010
_______City Engineer RCE 51197DateApproved By:1" = 20'30File No.:Sheet ofDate:Scale:Drawn By:Plan No(s).:EngineeringDivisionGLENDORACITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVEREVISIONSDate:ApprDESCRIPTIONNo.WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM ORMODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALLWORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECTENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FORREVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERNO FIELD CHANGESCONTRACTOR NOTICE:RKnow what'sbelow.before you dig.CallWATER AND STREET IMPROVEMENT PLANRKMWATER IMPROVEMENT PLAN13NFeetSCALE: 1" = 20'4020010
_______City Engineer RCE 51197DateApproved By:1" = 20'30File No.:Sheet ofDate:Scale:Drawn By:Plan No(s).:EngineeringDivisionGLENDORACITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVEREVISIONSDate:ApprDESCRIPTIONNo.WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM ORMODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALLWORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECTENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FORREVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERNO FIELD CHANGESCONTRACTOR NOTICE:RKnow what'sbelow.before you dig.CallWATER AND STREET IMPROVEMENT PLANRKMWATER IMPROVEMENT PLAN14NFeetSCALE: 1" = 20'4020010
_______City Engineer RCE 51197DateApproved By:1" = 20'30File No.:Sheet ofDate:Scale:Drawn By:Plan No(s).:EngineeringDivisionGLENDORACITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVEREVISIONSDate:ApprDESCRIPTIONNo.WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM ORMODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALLWORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECTENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FORREVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERNO FIELD CHANGESCONTRACTOR NOTICE:RKnow what'sbelow.before you dig.CallWATER AND STREET IMPROVEMENT PLANRKMWATER IMPROVEMENT PLAN15NFeetSCALE: 1" = 20'4020010
_______City Engineer RCE 51197DateApproved By:1" = 20'30File No.:Sheet ofDate:Scale:Drawn By:Plan No(s).:EngineeringDivisionGLENDORACITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVEREVISIONSDate:ApprDESCRIPTIONNo.WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM ORMODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALLWORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECTENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FORREVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERNO FIELD CHANGESCONTRACTOR NOTICE:RKnow what'sbelow.before you dig.CallWATER AND STREET IMPROVEMENT PLANRKMWATER IMPROVEMENT PLAN16NFeetSCALE: 1" = 20'4020010
_______City Engineer RCE 51197DateApproved By:1" = 20'30File No.:Sheet ofDate:Scale:Drawn By:Plan No(s).:EngineeringDivisionGLENDORACITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVEREVISIONSDate:ApprDESCRIPTIONNo.WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM ORMODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALLWORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECTENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FORREVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERNO FIELD CHANGESCONTRACTOR NOTICE:RKnow what'sbelow.before you dig.CallWATER AND STREET IMPROVEMENT PLANRKMWATER IMPROVEMENT PLAN17NFeetSCALE: 1" = 20'4020010
_______City Engineer RCE 51197DateApproved By:1" = 20'30File No.:Sheet ofDate:Scale:Drawn By:Plan No(s).:EngineeringDivisionGLENDORACITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVEREVISIONSDate:ApprDESCRIPTIONNo.WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM ORMODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALLWORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECTENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FORREVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERNO FIELD CHANGESCONTRACTOR NOTICE:RKnow what'sbelow.before you dig.CallWATER AND STREET IMPROVEMENT PLANRKMWATER IMPROVEMENT PLAN18NFeetSCALE: 1" = 20'4020010
_______City Engineer RCE 51197DateApproved By:1" = 20'30File No.:Sheet ofDate:Scale:Drawn By:Plan No(s).:EngineeringDivisionGLENDORACITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVEREVISIONSDate:ApprDESCRIPTIONNo.WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM ORMODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALLWORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECTENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FORREVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERNO FIELD CHANGESCONTRACTOR NOTICE:RKnow what'sbelow.before you dig.CallWATER AND STREET IMPROVEMENT PLANRKMSTREET IMPROVEMENT PLAN19NFeetSCALE: 1" = 20'4020010
_______City Engineer RCE 51197DateApproved By:1" = 20'30File No.:Sheet ofDate:Scale:Drawn By:Plan No(s).:EngineeringDivisionGLENDORACITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVEREVISIONSDate:ApprDESCRIPTIONNo.WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM ORMODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALLWORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECTENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FORREVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERNO FIELD CHANGESCONTRACTOR NOTICE:RKnow what'sbelow.before you dig.CallWATER AND STREET IMPROVEMENT PLANRKMSTREET IMPROVEMENT PLAN20NFeetSCALE: 1" = 20'4020010
_______City Engineer RCE 51197DateApproved By:1" = 20'30File No.:Sheet ofDate:Scale:Drawn By:Plan No(s).:EngineeringDivisionGLENDORACITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVEREVISIONSDate:ApprDESCRIPTIONNo.WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM ORMODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALLWORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECTENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FORREVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERNO FIELD CHANGESCONTRACTOR NOTICE:RKnow what'sbelow.before you dig.CallWATER AND STREET IMPROVEMENT PLANRKMSTREET IMPROVEMENT PLAN21NFeetSCALE: 1" = 20'4020010
_______City Engineer RCE 51197DateApproved By:1" = 20'30File No.:Sheet ofDate:Scale:Drawn By:Plan No(s).:EngineeringDivisionGLENDORACITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVEREVISIONSDate:ApprDESCRIPTIONNo.WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM ORMODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALLWORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECTENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FORREVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERNO FIELD CHANGESCONTRACTOR NOTICE:RKnow what'sbelow.before you dig.CallWATER AND STREET IMPROVEMENT PLANRKMSTREET IMPROVEMENT PLAN22NFeetSCALE: 1" = 20'4020010
_______City Engineer RCE 51197DateApproved By:1" = 20'30File No.:Sheet ofDate:Scale:Drawn By:Plan No(s).:EngineeringDivisionGLENDORACITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVEREVISIONSDate:ApprDESCRIPTIONNo.WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM ORMODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALLWORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECTENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FORREVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERNO FIELD CHANGESCONTRACTOR NOTICE:RKnow what'sbelow.before you dig.CallWATER AND STREET IMPROVEMENT PLANRKMSTREET IMPROVEMENT PLAN23NFeetSCALE: 1" = 20'4020010
_______City Engineer RCE 51197DateApproved By:1" = 20'30File No.:Sheet ofDate:Scale:Drawn By:Plan No(s).:EngineeringDivisionGLENDORACITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVEREVISIONSDate:ApprDESCRIPTIONNo.WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM ORMODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALLWORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECTENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FORREVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERNO FIELD CHANGESCONTRACTOR NOTICE:RKnow what'sbelow.before you dig.CallWATER AND STREET IMPROVEMENT PLANRKMSTREET IMPROVEMENT PLAN24NFeetSCALE: 1" = 20'4020010
_______City Engineer RCE 51197DateApproved By:1" = 20'30File No.:Sheet ofDate:Scale:Drawn By:Plan No(s).:EngineeringDivisionGLENDORACITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVEREVISIONSDate:ApprDESCRIPTIONNo.WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM ORMODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALLWORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECTENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FORREVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERNO FIELD CHANGESCONTRACTOR NOTICE:RKnow what'sbelow.before you dig.CallWATER AND STREET IMPROVEMENT PLANRKMSTREET IMPROVEMENT PLAN25NFeetSCALE: 1" = 20'4020010
_______City Engineer RCE 51197DateApproved By:1" = 20'30File No.:Sheet ofDate:Scale:Drawn By:Plan No(s).:EngineeringDivisionGLENDORACITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVEREVISIONSDate:ApprDESCRIPTIONNo.WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM ORMODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALLWORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECTENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FORREVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERNO FIELD CHANGESCONTRACTOR NOTICE:RKnow what'sbelow.before you dig.CallWATER AND STREET IMPROVEMENT PLANRKMSIGNING AND STRIPING PLAN26NFeetSCALE: 1" = 20'4020010
_______City Engineer RCE 51197DateApproved By:1" = 20'30File No.:Sheet ofDate:Scale:Drawn By:Plan No(s).:EngineeringDivisionGLENDORACITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVEREVISIONSDate:ApprDESCRIPTIONNo.WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM ORMODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALLWORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECTENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FORREVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERNO FIELD CHANGESCONTRACTOR NOTICE:RKnow what'sbelow.before you dig.CallWATER AND STREET IMPROVEMENT PLANRKMSIGNING AND STRIPING PLAN27NFeetSCALE: 1" = 20'4020010
_______City Engineer RCE 51197DateApproved By:1" = 20'30File No.:Sheet ofDate:Scale:Drawn By:Plan No(s).:EngineeringDivisionGLENDORACITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVEREVISIONSDate:ApprDESCRIPTIONNo.WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM ORMODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALLWORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECTENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FORREVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERNO FIELD CHANGESCONTRACTOR NOTICE:RKnow what'sbelow.before you dig.CallWATER AND STREET IMPROVEMENT PLANRKMSIGNING AND STRIPING PLAN28NFeetSCALE: 1" = 20'4020010
_______City Engineer RCE 51197DateApproved By:1" = 20'30File No.:Sheet ofDate:Scale:Drawn By:Plan No(s).:EngineeringDivisionGLENDORACITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVEREVISIONSDate:ApprDESCRIPTIONNo.WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM ORMODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALLWORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECTENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FORREVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERNO FIELD CHANGESCONTRACTOR NOTICE:RKnow what'sbelow.before you dig.CallWATER AND STREET IMPROVEMENT PLANRKMSIGNING AND STRIPING PLAN29NFeetSCALE: 1" = 20'4020010
_______City Engineer RCE 51197DateApproved By:1" = 20'30File No.:Sheet ofDate:Scale:Drawn By:Plan No(s).:EngineeringDivisionGLENDORACITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVEREVISIONSDate:ApprDESCRIPTIONNo.WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM ORMODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALLWORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECTENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FORREVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION.ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERNO FIELD CHANGESCONTRACTOR NOTICE:RKnow what'sbelow.before you dig.CallWATER AND STREET IMPROVEMENT PLANRKMSIGNING AND STRIPING PLAN30N1" = 40'FeetSCALE: 1" = 40'4020010