Agenda packet — San Carlos City Council, June 26, 2023 (part 3 of 6)

ENCROACHMENT PERMIT GENERAL PROVISIONS
TR-0045 (REV. 12/2022)

1. AUTHORITY: The California Department of
Transportation (“Department”) has authority to issue
encroachment permits under Division 1, Chapter 3,
Article 1, Sections 660 through 734 of the Streets and
Highways Code.

2. REVOCATION: Encroachment permits are revocable on
five (5) business days’ notice unless otherwise stated on the permit or otherwise provided by law, and except as
provided by law for public corporations, franchise holders, and utilities. Notwithstanding the foregoing, in an
emergency situation as determined by the Department,
an encroachment permit may be revoked immediately.

These General Provisions and any applicable Special
Provisions are subject to modification or abrogation by the Department at any time. Permittees’ joint use
agreements, franchise rights, reserved rights or any other agreements for operating purposes in State of California (“State”) highway right-of-way may be exceptions to this revocation.

3. DENIAL FOR NONPAYMENT OF FEES: Failure to pay
encroachment permit fees when due may result in
rejection of future applications, denial of encroachment permits, and revocation of the encroachment permit if
already issued.

4. PERMITTEE AUTHORIZATION FOR OTHERS TO
PERFORM WORK: This encroachment permit allows
only the Permittee and/or Permittee’s authorized
contractor or agent to work within or encroach upon the State highway right-of-way, and the Permittee may not
assign or transfer this encroachment permit. Any attempt to assign or transfer this encroachment permit shall be null and void. Permittee shall provide to the Department a list of Permittee’s authorized contractors/agents, in the form and at the time specified by the Department but if no time is specified then no later than the pre-construction meeting. Permittee shall keep the list current and shall provide updates to the Department immediately upon any
change to the list of authorized contractors/agents,
including but not limited the addition, removal, or
substitution of an authorized contractor/agent, or a new address or contact information for an existing authorized contractor/agent. Permittee is responsible for the acts and/or omissions of any person or entity acting on behalf of the Permittee, even if such person or entity is not
included on Permittee’s list of authorized contractors
and/or agents.

5. ACCEPTANCE OF PROVISIONS: Permittee, and the
Permittee’s authorized contractors and/or agents,
understand and agree to accept and comply with these
General Provisions, the Special Provisions, any and all terms and/or conditions contained in or incorporated into the encroachment permit, and all attachments to the
encroachment permit (collectively “the Permit
Conditions”), for any encroachment, work, and/or activity to be performed under this encroachment permit and/or
under color of authority of this encroachment permit.

Permittee understands and agrees the Permit Conditions
are applicable to and enforceable against Permittee as
long as the encroachment remains in, under, or over any part of the State highway right-of-way. The Permittee’s authorized contractors and/or agents, are also bound by the Permit Conditions. Non-compliance with the Permit
Conditions by the Permittee’s authorized contractor
and/or agent will be deemed non-compliance by the
Permittee.

6. BEGINNING OF WORK: When traffic is not impacted
(see General Provision Number 35), the Permittee must
notify the Department’s representative two (2) business days before starting permitted work. Permittee must notify the Department’s representative if the work is to be
interrupted for a period of five (5) business days or more, unless otherwise agreed upon. All work must be
performed on weekdays during regular work hours,
excluding holidays, unless otherwise specified in this
encroachment permit.

7. STANDARDS OF CONSTRUCTION: All work performed
within State highway right-of-way must conform to all
applicable Departmental construction standards including but not limited to: Standard Specifications, Standard
Plans, Project Development Procedures Manual,
Highway Design Manual and Special Provisions.

Other than as expressly provided by these General
Provisions, the Special Provisions, the Standard
Specifications, Standard Plans, and other applicable
Departmental standards, nothing in these General
Provisions is intended to give any third party any legal or equitable right, remedy, or claim with respect to the
encroachment permit and/or to these General Provisions
or any provision herein. These General Provisions are for the sole and exclusive benefit of the Permittee and the Department.

Where reference is made in such standards to
“Contractor” and “Engineer,” these are amended to be
read as “Permittee” and “Department’s representative,”
respectively, for purposes of this encroachment permit.

8. PLAN CHANGES: Deviations from plans, specifications, and/or the Permit Conditions as defined in General
Provision Number 5 are not allowed without prior approval from the Department’s representative and the Federal
Highway Administration (“FHWA”) representative if
applicable.

9. RIGHT OF ENTRY, INSPECTION AND APPROVAL: All
work is subject to monitoring and inspection. The United States, the State, the Department, and the Directors,
officers, employees, agents, and/or contractors of the
State and/or of the Department, and other state, and
federal agencies, and the FHWA, through their agents or representatives, must have full access to highway

9.d
June 26, 2023

Packet Pg. 309

STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION

ENCROACHMENT PERMIT GENERAL PROVISIONS

Page 2 of 6 ends

© 2018 California Department of Transportation. All rights reserved. facilities/encroachment area, at any and all times for the purpose of inspection, maintenance, activities needed for construction/reconstruction, and operation of the State highway right-of-way.

Upon completion of work, Permittee must request a
final inspection for acceptance and approval by the
Department. The local public agency Permittee must not
give final construction approval to its contractor until final acceptance and approval by the Department is obtained.

10. PERMIT AT WORKSITE: Permittee and Permittee’s
authorized contractors/agents must keep the permit
package and current list of authorized contractors/agents, or copies thereof, at the work site at all times and must show such documents upon request to any Department
representative or law enforcement officer. If the permit package or current list of authorized contractors/agents, or copies thereof, are not kept and made available at the work site at all times, then all work must be suspended.

11. CONFLICTING ENCROACHMENTS: Permittee must
yield start of work to ongoing, prior authorized work
adjacent to or within the limits of the Permittee’s project site. When existing encroachments conflict with
Permittee’s work, the Permittee must bear all cost for
rearrangements (e.g., relocation, alteration, removal,
etc.).

12. PERMITS, APPROVALS, AND CONCURRENCES
FROM OTHER AGENCIES AND/OR ENTITIES: This
encroachment permit is invalidated if the Permittee has not obtained all permits, approvals, and concurrences
necessary and required by law, including but not limited to those from the California Public Utilities Commission (“CPUC”), California Occupational Safety and Health
Administration (“Cal-OSHA”), local and state and federal environmental agencies, the California Coastal
Commission, and any other public agency and/or entity
having jurisdiction. Permittee is responsible for providing notice of the encroachment to, and obtaining concurrence from, any person or entity (whether public or private)
affected by the scope of work described in the
encroachment permit, regardless of whether such notice
or concurrence is required by law; the Department is not responsible to provide such notice or obtain such
concurrence. Permittee warrants all such permits,
approvals, and concurrences have been obtained before
beginning work under this encroachment permit. The
Department may, at the Department’s discretion, require the Permittee to demonstrate that Permittee has obtained all such permits, approvals, and concurrences, and
Permittee shall demonstrate this at the time and in the manner specified by the Department.

13. PEDESTRIAN AND BICYCLIST SAFETY: A safe
continuous passageway must be maintained through the
work area at existing pedestrian or bicycle facilities. At no time must pedestrians be diverted onto a portion of the street used for vehicular traffic. At locations where safe alternate passageways cannot be provided, appropriate
signs and barricades must be installed at the limits of construction and in advance of the limits of construction at the nearest crosswalk or intersection to detour
pedestrians to facilities across the street. Attention is directed to Section 7-1.04 “Public Safety,” and to Section 12-4.04 “Temporary Pedestrian Access Routes,” and to
Section 16-2.02 “Temporary Pedestrian Facility,” of the Department’s Standard Specifications, and to California Vehicle Code section 21760, subdivision (c).

14. PUBLIC TRAFFIC CONTROL: The Permittee must
provide traffic control protection, warning signs, lights, safety devices, etc., and take all other measures
necessary for the traveling public’s safety as required by law and/or the Department. While providing traffic control, the needs of all road users, including but not limited to motorists, bicyclists and pedestrians, including persons with disabilities in accordance with the Americans with Disabilities Act, must be an essential part of the work activity.

Lane, Bike Lane, Sidewalk, Crosswalk, and/or
shoulder closures must comply with the Department’s
Standard Specifications and Standard Plans for
Temporary Traffic Control Systems & Temporary
Pedestrian Access Routes, and with the applicable
Special Provisions. Where issues are not addressed in
the Standard Specifications, Standard Plans, and/or
Special Provisions, the California Manual on Uniform
Traffic Control Devices (Part 6, Temporary Traffic Control) must be followed.

15. MINIMUM INTERFERENCE WITH TRAFFIC: Permittee
must plan and conduct work so as to create the least
possible inconvenience to the traveling public (motorized vehicles, unmotorized vehicles such as bicycles,
pedestrians, person(s) with disabilities, etc.), such that traffic is not unreasonably delayed.

16. STORAGE OF EQUIPMENT AND MATERIALS: The
storage of equipment or materials is not allowed within State highway right-of-way, unless specified within the Special Provisions of this encroachment permit. If
encroachment permit Special Provisions allow for the
storage of equipment or materials within the State
highway right-of-way, the equipment and material storage must also comply with Section 7-1.04, Public Safety, of the Department’s Standard Specifications.

17. CARE OF DRAINAGE: Permittee must provide alternate
drainage for any work interfering with an existing drainage facility in compliance with the Department’s Standard
Specifications, Standard Plans, and/or as directed by the Department’s representative.

18. RESTORATION AND REPAIRS IN STATE HIGHWAY
RIGHT-OF-WAY: Permittee is responsible for restoration
and repair of State highway right-of-way resulting from permitted work (Streets and Highways Code, section 670
et seq.).

19. STATE HIGHWAY RIGHT-OF-WAY CLEAN UP: Upon
completion of work, Permittee must remove and dispose
of all scraps, refuse, brush, timber, materials, etc. off the State highway right-of-way. The aesthetics of the highway must be as it was before work started or better.

20. COST OF WORK: Unless stated otherwise in the
encroachment permit or a separate written agreement
with the Department, the Permittee must bear all costs

9.d
June 26, 2023

Packet Pg. 310

STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION

ENCROACHMENT PERMIT GENERAL PROVISIONS

Page 3 of 6 ends

© 2018 California Department of Transportation. All rights reserved. incurred for work within the State highway right-of-way and waives all claims for indemnification or contribution from the United States, the State, the Department, and
from the Directors, officers, and employees of the State and/or the Department. Removal of Permittee’s personal
property and improvements shall be at no cost to the
United States, the State, and the Department.

21. ACTUAL COST BILLING: When specified in the permit,
the Department will bill the Permittee actual costs at the currently set Standard Hourly Rate for encroachment
permits.

22. AS-BUILT PLANS: When required, Permittee must
submit one (1) set of folded as-built plans within thirty (30) calendar days after completion and acceptance of work in compliance with requirements listed as follows:
a) Upon completion of the work provided herein, the
Permittee must submit a paper set of As-Built plans
to the Department’s representative.
b) All changes in the work will be shown on the plans, as issued with the permit, including changes approved
by Encroachment Permit Rider.
c) The plans are to be prominently stamped or otherwise noted “AS-BUILT” by the Permittee’s representative
who was responsible for overseeing the work. Any
original plan that was approved with a Department
stamp, or by signature of the Department’s
representative, must be used for producing the As-
Built plans.
d) If construction plans include signing or striping, the dates of signing or striping removal, relocation, or
installation must be shown on the As-Built plans when
required as a condition of the encroachment permit.

When the construction plans show signing and
striping for staged construction on separate sheets,
the sheet for each stage must show the removal,
relocation, and installation dates of the appropriate
staged striping and signing.
e) As-Built plans must contain the Encroachment Permit
Number, County, Route, and Post Mile on each
sheet.
f) The As-Built Plans must not include a disclaimer
statement of any kind that differs from the obligations and protections provided by sections 6735 through
6735.6 of the California Business and Professions
Code. Such statements constitute non-compliance
with Encroachment Permit requirements and may
result in the Department retaining Performance
Bonds or deposits until proper plans are submitted.

Failure to comply may also result in denial of future
encroachment permits or a provision requiring a
public agency to supply additional bonding.

23. PERMITS FOR RECORD PURPOSES ONLY: When
work in the State highway right-of-way is within an area under a Joint Use Agreement (JUA) or a Consent to
Common Use Agreement (CCUA), a fee exempt
encroachment permit is issued to the Permittee for the
purpose of providing a notice and record of work. The
Permittee’s prior rights must be preserved without the
intention of creating new or different rights or obligations. “Notice and Record Purposes Only” must be stamped
across the face of the encroachment permit.

24. BONDING: The Permittee must file bond(s), in advance, in the amount(s) set by the Department and using forms
acceptable to the Department. The bonds must name the
Department as obligee. Failure to maintain bond(s) in full force and effect will result in the Department stopping all work under this encroachment permit and possibly
revoking other encroachment permit(s). Bonds are not
required of public corporations or privately-owned utilities unless Permittee failed to comply with the provisions
and/or conditions of a prior encroachment permit. The
surety company is responsible for any latent defects as provided in California Code of Civil Procedure section
337.15. A local public agency Permittee also must comply with the following requirements:
a) In recognition that project construction work done on State property will not be directly funded and paid by
State, for the purpose of protecting stop notice
claimants and the interests of State relative to
successful project completion, the local public agency
Permittee agrees to require the construction
contractor to furnish both a payment and performance
bond in the local public agency’s name with both
bonds complying with the requirements set forth in
Section 3-1.05 Contract Bonds of the Department’s
Standard Specifications before performing any
project construction work.
b) The local public agency Permittee must defend,
indemnify, and hold harmless the United States, the
State and the Department, and the Directors, officers,
and employees of the State and/or Department, from
all project construction related claims by contractors, subcontractors, and suppliers, and from all stop
notice and/or mechanic’s lien claimants. The local
public agency also agrees to remedy, in a timely
manner and to the Department’s satisfaction, any
latent defects occurring as a result of the project
construction work.

25. FUTURE MOVING OF INSTALLATIONS: Permittee
understands and agrees to relocate a permitted
installation upon notice by the Department. Unless under prior property right or agreement, the Permittee must
comply with said notice at the Permittee’s sole expense.

26. ENVIRONMENTAL:
a) ARCHAEOLOGICAL/HISTORICAL: If any
archaeological or historical resources are identified or encountered in the work vicinity, the Permittee must
immediately stop work, notify the Department’s
representative, retain a qualified archaeologist who
must evaluate the site at Permittee’s sole expense,
and make recommendations to the Department’s
representative regarding the continuance of work.
b) HAZARDOUS MATERIALS: If any hazardous waste
or materials (such as underground storage tanks,
asbestos pipes, contaminated soil, etc.) are identified or encountered in the work vicinity, the Permittee
must immediately stop work, notify the Department’s
representative, retain a qualified hazardous

9.d
June 26, 2023

Packet Pg. 311

STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION

ENCROACHMENT PERMIT GENERAL PROVISIONS

Page 4 of 6 ends

© 2018 California Department of Transportation. All rights reserved. waste/material specialist who must evaluate the site
at the Permittee’s sole expense, and make
recommendations to the Department’s representative
regarding the continuance of work.

Attention is directed to potential aerially deposited
lead (ADL) presence in unpaved areas along
highways. It is the Permittee’s responsibility to take all appropriate measures to protect workers in
conformance with California Code of Regulations
Title 8, Section 1532.1, “Lead,” and with Cal-OSHA
Construction Safety Orders, and to ensure roadway
soil management is in compliance with Department of
Toxic Substances Control (DTSC) requirements.
c) BIOLOGICAL: If any regional, state, or federally listed biological resource is identified or encountered in the work vicinity, the Permittee must immediately stop
work, notify the Department’s representative, retain a
qualified biologist who must evaluate the site at
Permittee’s sole expense, and make
recommendations to the Department’s representative
regarding the continuance of work.

27. PREVAILING WAGES: Work performed by or under an
encroachment permit may require Permittee’s contractors and subcontractors to pay appropriate prevailing wages
as set by the California Department of Industrial
Relations. Inquiries or requests for interpretations relative to enforcement of prevailing wage requirements must be
directed to the California Department of Industrial
Relations.

28. LIABILITY, DEFENSE, AND INDEMNITY: The Permittee
agrees to indemnify and save harmless the United States, the State, the Department, and the Directors, officers, employees, agents and/or contractors of the State and/or of the Department, including but not limited to the Director of Transportation and the Deputy Directors, from any and all claims, demands, damages, costs, liability, suits, or actions of every name, kind, and description, including but not limited to those brought for or on account of property damage, invasion of privacy, violation or deprivation of a right under a state or federal law, environmental damage or penalty, or injury to or death of any person including but not limited to members of the public, the Permittee, persons employed by the Permittee, and/or persons
acting on behalf of the Permittee, arising out of or in connection with: (a) the issuance and/or use of this
encroachment permit; and/or (b) the encroachment, work, and/or activity conducted pursuant to this encroachment permit, or under color of authority of this encroachment permit but not in full compliance with the Permit
Conditions as defined in General Provision Number 5
(“Unauthorized Work or Activity”); and/or (c) the
installation, placement, design, existence, operation,
and/or maintenance of the encroachment, work, and/or
activity; and/or (d) the failure by the Permittee, or by anyone acting for or on behalf of the Permittee, to perform the Permittee’s obligations under any part of the Permit Conditions as defined in General Provision Number 5, in respect to maintenance or any other obligation; and/or (e) any change to the Department’s property or adjacent
property, including but not limited to the features or
conditions of either of them, made by the Permittee or
anyone acting on behalf of the Permittee; and/or (f) a
defect or obstruction related to or caused by the
encroachment, work, and/or activity whether conducted in compliance with the Permit Conditions as defined in
General Provision Number 5 or constituting Unauthorized Work or Activity, or from any cause whatsoever. The duty of the Permittee to indemnify and save harmless includes the duties to defend as set forth in Section 2778 of the Civil Code.

It is the intent of the Department and the Permittee
that except as prohibited by law, the Permittee will defend, indemnify, and hold harmless as set forth in this General Provision Number 28 regardless of the existence or
degree of fault or negligence, whether active or passive, primary or secondary, on the part of: the United States, the State; the Department; the Directors, officers,
employees, agents and/or contractors of the State and/or of the Department, including but not limited to the Director of Transportation and the Deputy Directors; the Permittee; persons employed by the Permittee; and/or persons
acting on behalf of the Permittee.

The Permittee waives any and all rights to any type of
expressed or implied indemnity from or against the United States, the State, the Department, and the Directors,
officers, employees, agents, and/or contractors of the
State and/or of the Department, including but not limited to the Director of Transportation and the Deputy Directors.

The Permittee understands and agrees to comply
with the obligations of Titles II and III of the Americans with Disabilities Act in the conduct of the encroachment, work, and/or activity whether conducted pursuant to this encroachment permit or constituting Unauthorized Work
or Activity, and further agrees to defend, indemnify, and save harmless the United States, the State, the
Department, and the Directors, officers, employees,
agents, and/or contractors of the State and/or of the
Department, including but not limited to the Director of Transportation and the Deputy Directors, from any and all claims, demands, damages, costs, penalties, liability,
suits, or actions of every name, kind, and description
arising out of or by virtue of the Americans with Disabilities Act.

The Permittee understands and agrees the Directors,
officers, employees, agents, and/or contractors of the
State and/or of the Department, including but not limited to the Director of Transportation and the Deputy Directors, are not personally responsible for any liability arising from or by virtue of this encroachment permit.

For the purpose of this General Provision Number 28
and all paragraphs herein, “contractors of the State and/or of the Department” includes contractors, and their
subcontractors, under contract to the State and/or the
Department.

This General Provision Number 28 and all
paragraphs herein take effect immediately upon issuance of this encroachment permit, and apply before, during,
and after the encroachment, work, and/or activity

9.d
June 26, 2023

Packet Pg. 312

STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION

ENCROACHMENT PERMIT GENERAL PROVISIONS

Page 5 of 6 ends

© 2018 California Department of Transportation. All rights reserved. contemplated under this encroachment permit, whether
such work is in compliance with the Permit Conditions as defined in General Provision Number 5 or constitutes
Unauthorized Work or Activity, except as otherwise
provided by California law. The Permittee’s obligations to defend, indemnify, and save harmless under this General Provision Number 28 take effect immediately upon
issuance of this encroachment permit and have no
expiration date, including but not limited to situations in which this encroachment permit expires or is revoked, the work or activity performed under this encroachment
permit is accepted or not accepted by the Department, the encroachment, work, and/or activity is conducted in
compliance with the Permit Conditions as defined in
General Provision Number 5 or constitutes Unauthorized
Work or Activity, and/or no work or activity is undertaken by the Permittee or by others on the Permittee’s behalf.

If the United States or an agency, department, or
board of the United States is the Permittee, the first two paragraphs of this General Provision Number 28
(beginning “The Permittee agrees to indemnify…” and “It is the intent of the parties…”) are replaced by the following paragraph:

Claims for personal injury, death, or property damage
allegedly caused by the negligent or wrongful act or
omission of any employee of the United States acting
within the scope of their official duties are subject to the Federal Tort Claims Act, as amended, 28 U.S.C. § 1346
and § 2671 et seq. (Chapter 171).

29. NO PRECEDENT ESTABLISHED: This encroachment
permit is issued with the understanding that it does not establish a precedent.

30. FEDERAL CIVIL RIGHTS REQUIREMENTS FOR
PUBLIC ACCOMMODATION:
a) As part of the consideration for being issued this
encroachment permit, the Permittee, on behalf of
Permittee and on behalf of Permittee’s personal
representatives, successors in interest, and assigns,
does hereby covenant and agree that:
i) No person on the grounds of race, color, or
national origin may be excluded from participation
in, be denied the benefits of, or be otherwise
subjected to discrimination in the use of said
facilities.
ii) That in connection with the construction of any
improvements on said lands and the furnishings
of services thereon, no discrimination must be
practiced in the selection and retention of first-tier
subcontractors in the selection of second-tier
subcontractors.
iii) That such discrimination must not be practiced
against the public in their access to and use of the
facilities and services provided for public
accommodations (such as eating, sleeping, rest,
recreation), and operation on, over, or under the
space of the State highway right-of-way.
iv) That the Permittee must use the premises in
compliance with all other requirements imposed
pursuant to Title 15, Code of Federal
Regulations, Commerce and Foreign Trade,
Subtitle A. Office of the Secretary of Commerce,
Part 8 (15 C.F.R. Part 8) and as said Regulations
may be amended.
b) That in the event of breach of any of the above
nondiscrimination covenants, the State and the
Department have the right to terminate this
encroachment permit and to re-enter and repossess
said land and the facilities thereon and hold the same
as if said permit had never been made or issued.

31. MAINTENANCE: The Permittee is responsible at
Permittee’s sole expense for the encroachment, and the
inspection, maintenance, repair, and condition thereof, and is responsible to ensure the encroachment does not
negatively impact State highway safety, maintenance,
operations, construction, State facilities, activities related to construction/reconstruction, or other encroachments.

The Permittee’s obligations in the preceding sentence
take effect immediately upon issuance of this
encroachment permit and continue until the
encroachment is entirely and permanently removed.

Additional encroachment permits or approval documents
may be required authorizing work related to inspection, repair, and/or maintenance activities. Contact the
Department for information.

32. SPECIAL EVENTS: In accordance with subdivision (a) of Streets and Highways Code section 682.5 and 682.7, the
Department is not responsible for the conduct or
operation of the permitted activity, and the applicant
agrees to defend, indemnify, and hold harmless the
United States, the State, the Department, and the
Directors, officers, employees, agents, and contractors of the State and/or of the Department, including but not
limited to the Director of Transportation and the Deputy Directors, from any and all claims, demands, damages,
costs, liability, suits, or actions of every name, kind and description arising out of any activity for which this
encroachment permit is issued.

The Permittee is required, as a condition of this
encroachment permit, for any event that awards prize
compensation to competitors in gendered categories, for any participant level that receives prize compensation, to ensure the prize compensation for each gendered
category is identical at each participant level. (Streets and Highways Code, section 682.7.)
The Permittee understands and agrees to comply
with the obligations of Titles II and III of the Americans with Disabilities Act in the conduct of the event, and
further agrees to defend, indemnify, and save harmless
the United State, the State and the Department, and the Directors, officers, and employees of the State and/or
Department, including but not limited to the Director of the Department and the Deputy Directors, from any and all
claims, demands, damages, costs, liability, suits, or
actions of every name, kind and description arising out of or by virtue of the Americans with Disabilities Act.

33. PRIVATE USE OF STATE HIGHWAY RIGHT-OF-WAY:

State highway right-of-way must not be used for private purposes without compensation to the State. The gifting

9.d
June 26, 2023

Packet Pg. 313

STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION

ENCROACHMENT PERMIT GENERAL PROVISIONS

Page 6 of 6 ends

© 2018 California Department of Transportation. All rights reserved. of public property uses and therefore public funds is
prohibited under the California Constitution, Article XVI, Section 6.

34. FIELD WORK REIMBURSEMENT: Permittee must
reimburse the Department for field work performed by or on behalf of the Department to correct or remedy issues created by the Permittee or by others acting on behalf of the Permittee, including but not limited to hazards or
damaged facilities, or to clear refuse, debris, etc. not attended to by the Permittee or by others acting on behalf of the Permittee.

35. LANE CLOSURE REQUEST SUBMITTALS AND

NOTIFICATION OF CLOSURES TO THE
DEPARTMENT: Lane closure request submittals and
notifications must be in accordance with Section 12-4.02, and Section 12.4-04, of the Department’s Standard
Specifications or as directed by the Department’s
representative. The Permittee must notify the
Department’s representative and the Traffic Management
Center (“TMC”) before initiating a lane closure or
conducting an activity that may cause a traffic impact. In emergency situations when the corrective work or the
emergency itself may affect traffic, the Department’s
representative and the TMC must be notified as soon as
possible.

36. SUSPENSION OF TRAFFIC CONTROL OPERATION:

The Permittee, upon notification by the Department’s
representative, must immediately suspend all traffic lane, bike lane, sidewalk, crosswalk, and/or shoulder closure operations and any operation that impedes the flow of
traffic. All costs associated with this suspension must be borne by the Permittee.

37. UNDERGROUND SERVICE ALERT (USA)
NOTIFICATION: Any excavation requires compliance
with the provisions of Government Code section 4216 et
seq., including but not limited to notice to a regional notification center, such as Underground Service Alert
(USA). The Permittee must provide notification to the
Department representative at least five (5) business days before, and the regional notification center at least forty- eight (48) hours before, performing any excavation work within the State highway right-of-way.

38. COMPLIANCE WITH THE AMERICANS WITH
DISABILITIES ACT (ADA): All work within the State
highway right-of-way to construct and/or maintain any
public facility must be designed, maintained, and
constructed strictly in accordance with all applicable
Federal Access laws and regulations (including but not
limited to Section 504 of the Rehabilitation Act of 1973, codified at 29 U.S.C. § 794), California Access laws and regulations relating to ADA, along with its implementing regulations, Title 28 of the Code of Federal Regulations Parts 35 and 36 (28 C.F.R., Ch. I, Part 35, § 35.101 et seq., and Part 36, § 36.101 et seq.), Title 36 of the Code of Federal Regulations Part 1191 (36 C.F.R., Ch. XI, Part 1191, § 1119.1 et seq.), Title 49 of the Code of Federal Regulations Part 37 (49 C.F.R., Ch. A, Part 37, § 37.1 et seq.), the United States Department of Justice Title II and Title III for the ADA, and California Government Code
section 4450 et seq., which require public facilities be made accessible to persons with disabilities.

Notwithstanding the requirements of the previous
paragraph, all construction, design, and maintenance of public facilities must also comply with the Department’s Design Information Bulletin 82, “Pedestrian Accessibility Guidelines for Highway Projects” and Standard Plans &
Specifications on “Temporary Pedestrian Access
Routes.”

39. STORMWATER: The Permittee is responsible for full
compliance with the following:
a) For all projects, the Department’s Storm Water
Program and the Department’s National Pollutant
Discharge Elimination System (NPDES) Permit
requirements under Order No. 2012-0011-D WQ,
NPDES No CAS000003; and
b) In addition, for projects disturbing one acre or more of soil, with the California Construction General
Permit Order No. 2009-0009-DWQ, NPDES No
CAS000002; and
c) In addition, for projects disturbing one acre or more of soil in the Lahontan Region with Order No. R6T-2016-
0010, NPDES No CAG616002.
d) For all projects, it is the Permittee’s responsibility to install, inspect, repair, and maintain all facilities and devices used for water pollution control practices
(Best Management Practices/BMPs) before
performing daily work activities.

9.d
June 26, 2023

Packet Pg. 314

67$7(2)&$/,)251,$'(3$570(172)75$163257$7,21
(1&52$&+0(173(50,763(&,$/3529,6,216
© 2018 California Department of Transportation. All Rights Reserved.

UTILITY UNDERGROUND PROVISIONS (UG)
TR - 0163 (Rev. 7/2022)
In addition to the attached Encroachment Permit General Provisions (TR-0045), the following special provisions are also applicable:

High priority utilities, pressurized facilities, pipes or ducts 6 inches or larger in diameter, or placement of multiple pipes or ducts, regardless of diameters are required to be encased on both conventional and access-controlled highway rights-of- way.

A “High Priority Utility” is defined as: 1) a natural gas pipeline greater than 6 inches in diameter, or with normal operating pressures greater than 60 psig, 2) petroleum pipelines, 3) pressurized sanitary sewer pipelines, 4) high-voltage electric supply lines, conductors, or cables that have a potential to ground of greater than or equal to 60 kV, or 5) hazardous materials pipelines that are potentially harmful to workers or the public if damaged.

An exception to this policy may be allowed on a case-by-case basis for the installation of Uncased High-Pressure Natural Gas Pipelines when in compliance with the TR-0158 Special Provisions.

The pavement or roadway must not be open-cut unless specifically allowed under a separate “UT” permit. Utility installations must not be installed inside of culverts or drainage structures.

For additional details regarding longitudinal utility encroachments on both conventional and access-controlled highway rights-of-way, see Chapter 600.

UG 1. CASINGS: Casings must be steel conduit with
a minimum inside diameter sufficiently larger than the
outside diameter of the pipe or ducts to accommodate
placement and removal. The casing can be either new or used steel pipe, or an approved connector system. Used
pipe must be pre-approved by the Department's engineer
or representative before installation.

When the method of Horizontal Directional Drilling
(HDD) is used to place casing, the use of High Density
Polyethylene Pipe (HDPE) as casing is acceptable.

Reinforced Concrete Pipe (RCP) in compliance of State
Standard Specifications is an acceptable carrier for storm drain gravity flow or non-pressure flow. RCP when
installed by Bore &Jack must have rubber gaskets at the joints, and holes for grouting of voids left by jacking operations, see “E” below.

A. Minimum wall thickness for steel pipe casing for
different lengths and diameters of pipes are as
follows:

Minimum Wall Thickness
Casing Pipe
(Diameter)
Up to 150 ft
(Length)
Over 150 ft
(Length)
6" to 28" 1/4" 1/4"
30" to 38" 3/8" 1/2"
40" to 60" 1/2" 3/4"
62" to 72" 3/4" 3/4"
B. Spiral welded casing is authorized provided the
casing is new and the weld is smooth.

C. The ends of the casing must be plugged with
ungrouted bricks or other suitable material approved
by the Department’s representative.

D. When required by the Department's representative,
the permittee must at his expense, pressure grout the
area between the pavement and the casing from
within the casing in order to fill any voids caused by
the work covered under this permit. The increments
for grout holes inside the pipe must be 8 feet
staggered and located 22-1/2 degrees from vertical
axis of the casing. Pressure must not exceed 5 psig
for a duration sufficient to fill all voids.

E. There is a spacing requirement when placement of
multiple encasements is requested. The distance
between multiple encasements must be the greater of
either 24 inches or twice that of the diameter of the
larger pipe being installed.

F. Casings placed within access controlled highway
rights-of-way must extend to the right-of-way lines.

G. Wing cutters, if used, must be a maximum of one (1)
inch larger than the casing. Voids caused by the use
of wing cutters must be grouted in accordance with
"E" above.

H. A band welded to the leading edge of the casing
must be placed square to the alignment. The band
must not be placed on the bottom edge. Flaring the
lead section on bores over 100 feet must not be
permitted.

9.d
June 26, 2023

Packet Pg. 315

67$7(2)&$/,)251,$'(3$570(172)75$163257$7,21
(1&52$&+0(173(50,763(&,$/3529,6,216
© 2018 California Department of Transportation. All Rights Reserved.

I. All casing lengths must equal to the auger length.

J. The casings within conventional highways must
extend 5 feet beyond the back of curb or edge of
pavement, or to the right of way line if less. Where
PCC cross-gutter exists, the casing must extend at
least 5 feet beyond the back of the cross-gutter, or to the right of way line if less.

Bore and receiving pits must:

A. be located at least 10 feet or more from the edge of pavement on conventional highways in rural areas.

B. be located 5
feet behind the concrete curb or AC
dike on conventional highways in urban areas.

C. be located 5 feet outside the toe of slope of
embankment areas.

D. be located outside access controlled highway rights- of-way.

E. be adequately fenced and/or have a Type-K barrier
placed around them.

F. be adequately shored in accordance with Cal-OSHA
requirements. Shoring for jacking and receiving pits
located within 15 feet of traffic lanes on a State
highway must not extend more than 36 inches above
the pavement grade unless otherwise authorized by
Department's representative. Reflectors must be
affixed to the shoring on the sides facing traffic. A 6 feet chain link fence must be installed around the
perimeter of the pits during non-working hours.

G. have crushed-rock and sump areas to clear
groundwater and water used to clean the casing.

Where ground water is found and pumping is
required, the pits must be lined with filter fabric.

UG 2. HORIZONTAL DIRECTIONAL
DRILLING: Bore and receiving pits
When HDD is the approved method for pipe installation,
drilling plans must contain information listed as follows:

1. Location of: entry and exit point, access pit,
equipment, and pipe staging area.

2. Proposed drill path alignment (horizontal
and vertical).

3. Location and clearances of all other
facilities.

4. Depth of cover.

5. Soil analysis.*

6. Carrier pipe length, diameter, thickness, and
material (HDPE/steel) and ream pipe
diameter.

7. Detailed carrier pipe calculations confirming
ability to withstand installation loads and
long-term operational loads including H20.

8. Proposed drilling fluid composition,
viscosity, and density (based on soils
analysis).

9. Drilling fluid pumping capacity, pressures,
and flow rates

10.State right-of-way lines, property, and utility
right of way or easement lines.

11.Elevations.

12.Type of tracking method/system and
accuracy used.

13.A detailed plan for monitoring ground
surface movement (settlement or heave)
resulting from the drilling operation.
* May be waived by the District Permit Engineer for
HDD jobs less than 6 inches in diameter and a
traverse crossing less than 150 feet.

UG 3. LIMIT OF EXCAVATION: No excavation is
allowed within 10' from the edge of pavement except in
curbed urban areas or as specified in the permit. Where no curb exists and excavations within 10 feet of the traveled way are to remain open, a temporary Type-K railing must be placed at a 10:1 taper or as otherwise directed by the Department.

UG 4. TUNNELING: Review, requirements of
Section 603.6A-6 of the Encroachment Permits Manual, if applicable. In addition to the requirements of "UG1" the following requirements apply:

A. For the purpose of this provision, a tunnel is defined as any pipe, 30 inches or larger in diameter placed.

B. When tunneling is authorized, the permittee must
provide full-time inspection of tunneling operations.

The Department’s representative must monitor
projects.

C. A survey grid must be set and appropriately checked
over the centerline of the pipe jacking or tunneling
operation. Copies of the survey notes must be
submitted to the Department's representative.

D
. Sand shields may be required as ground conditions
change.

E. The method used to check the grade and alignment
must be approved by the Department's
representative.

F. Pressure grouting for liner plates, rib and spiling, or rib and lagging tunnels must be at every 8 feet
section or at the end of work shift before the next
section is excavated. All grouting must be completed
at the end of each workday.

G. A method for securing the headway at the end of
each workday is required. Breastplates must be

9.d
June 26, 2023

Packet Pg. 316

67$7(2)&$/,)251,$'(3$570(172)75$163257$7,21
(1&52$&+0(173(50,763(&,$/3529,6,216
© 2018 California Department of Transportation. All Rights Reserved. installed during working hours for running sand or
super-saturated soil.

UG 5. CLEARANCE AND OFFSET
REQUIREMENTS: All installations must comply with
Chapter 17, Article 4 of the Project Delivery Procedures Manual (PDPM) for utility clearance and offset
requirements.

UG 6. FACILITIES EXEMPT FROM THE HIGH
PRIORITY UTILITY REQUIREMENTS: The
following utilities (not including State owned utilities) are exempt from these policies and do not need to be plotted on the plans unless the depiction of the utility is needed for interconnectivity with the proposed work:
x Natural gas service lines less than 2 inches in pipe diameter that have normal operating pressures of
60 psig or less
x Subsurface electrical service connections with a
potential to ground of 50 volts or less
x Service connections (laterals) for water, sewer,
telephone, telecommunication, and cable service
All State-owned utilities must be plotted on the plans.

UG 7. DETECTOR STRIP: A continuous metallic
detector strip must be provided with non-metallic main
installations. Service connections must be installed at right angles to the centerline of the State highway where
possible.

UG 8. BACKFILLING: All backfilling must
conform to the applicable sections of the Department's
Standard Specifications. Ponding or jetting methods of
backfilling are prohibited.

Any required compaction tests must be performed by a
certified laboratory at no cost to the Department and the laboratory report furnished to the Department's
representative.

UG 9. ROADWAY SURFACING AND BASE
MATERIALS: When the permit authorizes installation
by the open cut method, surfacing and base materials and thickness thereof must be as specified in the permit.

Temporary repairs to pavements must be made and
maintained upon completion of backfill until permanent
repairs are made. Permanent repairs to pavements must be made within thirty (30) days of completion of backfill
unless otherwise specified by the Department. Temporary pavement patches must be placed and maintained in a
smooth riding plane free of humps and/or depressions.

UG 10. DAMAGE TO TREE ROOTS: Tree roots 3
inches or larger in diameter will not be cut within the tree drip line when trenching or other underground work is
necessary adjacent to roadside trees. If such roots are encountered, they must be tunneled under, wrapped in
burlap and kept moist until the trench is backfilled.

Trenching machines may not be used under trees if the
trunk or limbs will be damaged by their use.

If the trees involved are close together and of such size that it is impractical to protect all roots over 3 inches in diameter, or when roots are less than 4 inches in diameter, outside tree drip line, special arrangements may be made whereby pruning of the tree tops to balance the root loss can be done by the permittee only when approved by and
under the close supervision of the District Landscape
Specialist or District Tree Maintenance Supervisor.

Manholes must not be installed within 20 feet of any trunk.

UG 11. PIPES ALONG ROADWAY: Pipes and
conduits paralleling the pavement must be located as
shown on the plans or located outside of pavement as close as possible to the right-of-way line.

UG 12. BORROW AND WASTE: Borrow and waste
will be allowed within the work limits only as specified in the permit.

UG 13. MARKERS: The permittee must not place any
markers that create a safety hazard for the traveling public or departmental employees.

UG 14. CATHODIC PROTECTION: The permittee
must perform stray current interference tests on
underground utilities under cathodic protection. The
permittee must notify the Department prior to the tests.

The permittee must perform any necessary corrective
measures and advise the Department.

UG 15. DELETED. Provision left blank intentionally
UG 16. INSTALLATION BY OPEN CUT
METHOD: When the permit authorizes installation by
the open cut method no more than one lane of the highway pavement must be open-cut at any one time. Any
exceptions must be in writing by the Department’s
representative. After the pipe is placed in the open section, the trench is to be backfilled in accordance with
specifications, temporary repairs made to the surfacing and that portion opened to traffic before the pavement is cut for the next section.

If, at the end of the working day, backfilling operations have not been properly completed, steel plate bridging
must be required to make the entire highway facility
available to the traveling public in accordance with the “Steel Plate Bridging Special Provisions” (TR-0157)

9.d
June 26, 2023

Packet Pg. 317

67$7(2)&$/,)251,$'(3$570(172)75$163257$7,21
(1&52$&+0(173(50,763(&,$/3529,6,216
© 2018 California Department of Transportation. All Rights Reserved.

UG 17. PAVEMENT REMOVAL: PCC pavement to
be removed must be saw cut at a minimum depth of 4
inches to provide a neat and straight pavement break along both sides of the trench. AC pavement must be saw cut to the full depth.

Where the edge of the trench is within 2 feet of existing curb and gutter or pavement edge, the asphalt concrete
pavement between the trench and the curb or pavement
edge must be removed.

UG 18. DELETED. Provision left blank intentionally.*
UG 19. SIDES OF OPEN-CUT TRENCHES: Sides
of open cut trenches in paved areas must be kept as nearly vertical as possible. Trenches must not be more the 2 feet wider than the outside diameter of the pipe to be laid
therein, plus the necessary width to accommodate shoring.

UG 20. EXCAVATION UNDER FACILITIES:

Where it is necessary to excavate under existing curb and gutter, or underground facilities, the void must be
backfilled with two (2) sack cement-sand slurry.

UG 21. PERMANENT REPAIRS TO PCC
PAVEMENT: Repairs to PCC pavement must be made
of Portland Cement Concrete containing a minimum of
658 lbs. or 7 sack of cement per cubic yard. Replaced PCC pavement must equal existing pavement thickness. The
concrete must be satisfactorily cured and protected from disturbance for not less than forty-eight (48) hours. Where necessary to open the area to traffic, no more than two (2%) percent by weight of calcium chloride may be added to the mix and the road opened to traffic after six (6) hours.

UG 22. REMOVAL OF PCC SIDEWALKS OR
CURBS: Concrete sidewalks or curbs must be saw cut to
the nearest score marks and replaced equal in dimension to that removed with score marks matching existing sidewalk or curb.

UG 23. SPOILS: No earth or construction materials are
to be dragged or scraped across the highway pavement,
and no excavated earth placed or allowed to remain at a location where it may be tracked onto the highway
traveled way, or any public or private approach by the
permittee's construction equipment, or by traffic entering or leaving the highway traveled way. Any excavated earth or mud so tracked onto the highway pavement or public or private approach must be immediately removed by the
permittee.
*NOTE: Special Provision was deleted since it is already part of the Encroachment Permit General Provisions (TR- 0045)

9.d
June 26, 2023

Packet Pg. 318

9.d
June 26, 2023

Packet Pg. 319

/0 /1 /2 /1 /3 /i255 /5 /6 /i255 /7 /2 /8 /9 /6 /5 /10 /11 /9 /2 /i255 /12 /i255 /13 /3 /14 /2 /10 /1/15/3/11 /1 /i255 /5 /6 /i255 /1 /10 /2 /11 /0 /14 /5 /10 /1 /2 /1 /9 /5 /11 /i255 /16 /17 /18 /19/20/21/18/22/23 /16/17 /24 /i255 /26 /16 /19/23/27/24 /i255 /24 /19 /16 /17 /18/22/i255/28 /16 /24 /21 /27 /29 /i255 /1 /10 /i255 /12 /i255 /30 /31 /32 /33 /i255 /i255 /i255 /34 /10 /35 /36 /37 /i255 /30 /38 /39 /40 /30 /40 /31 /41 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /i255 /14 /42 /43 /35 /i255 /40 /i255 /44 /45 /i255 /40 /i255 /i255
/47/i255/15 /48/49 /50 /i255 /51 /52 /53 /54 /48 /55 /35 /i255 /50 /56 /42 /53 /35 /56 /i255 /57 /51 /56 /35 /i255 /44 /56 /i255 /44 /50 /58 /35 /56 /i255 /53 /44 /52 /50 /51 /52 /48 /44 /48 /49 /i255/59/35/42 /49 /48 /56 /35 /i255 /50 /44 /i255 /60 /56 /44 /36 /51 /55 /35 /i255 /60 /44 /49 /51 /50 /51 /36 /35 /i255 /49 /48 /61 /49 /48 /56 /45 /42 /53 /35 /i255 /55 /35 /50 /35 /53 /50 /51 /44 /52 /i255 /45 /44 /56 /i255 /50 /58 /35 /i255 /54 /51 /45 /35 /i255 /44 /45 /i255 /50 /58 /35 /i255 /45 /42 /53 /51 /54 /51 /50 /62 /i255 /34 /14 /56 /44 /63 /35 /53 /50 /i255 /13 /35 /36 /35 /54 /44 /60/59/35/52 /50 /i255 /14 /56 /44 /53 /35 /55 /48 /56 /35 /49 /i255/15/42/52 /48 /42 /54 /i255 /34 /14 /13 /14/15/41/i255 /7 /58 /42 /60 /50 /35 /56 /i255 /31 /38 /41 /37 /i255 /i255 /i255 /47/i255/5/60 /35 /52 /i255 /50 /56 /35 /52 /53 /58 /i255 /51 /52 /49 /50 /42 /54 /54 /42 /50 /51 /44 /52 /i255 /44 /45 /i255 /48 /52 /55 /35 /56 /43 /56 /44 /48 /52 /55 /i255 /48 /50 /51 /54 /51 /50 /62 /i255 /45 /42 /53 /51 /54 /51 /50 /51 /35 /49 /i255/59/48/49 /50 /i255 /51 /52 /53 /54 /48 /55 /35 /i255 /57 /42 /56 /52 /51 /52 /43 /i255 /50 /42 /60 /35 /i255 /44 /56 /i255 /57 /42 /56 /52 /51 /52 /43 /i255/59/42/50 /49 /i255 /53 /44/59/60/54 /62 /51 /52 /43 /i255 /57 /51 /50 /58 /i255 /50 /58 /35 /i255 /2/59/35/56 /51 /53 /42 /52 /i255 /14 /48 /61 /54 /51 /53 /i255/64/44/56 /65 /49 /i255 /2 /49 /49 /44 /53 /51 /42 /50 /51 /44 /52 /i255 /34 /2 /14/64/2/41 /i255 /66 /52 /51 /45 /44 /56/59/i255/7 /44 /54 /44 /56 /i255 /7 /44 /55 /35 /i255 /45 /44 /56 /i255 /51 /55 /35 /52 /50 /51 /45 /62 /51 /52 /43 /i255 /50 /58 /35 /i255 /50 /62 /60 /35 /i255 /44 /45 /i255 /48 /52 /55 /35 /56 /43 /56 /44 /48 /52 /55 /i255 /48 /50 /51 /54 /51 /50 /62 /37 /i255/64/58/35 /56 /35 /i255/59/35/53 /58 /42 /52 /51 /53 /42 /54 /i255 /60 /56 /44 /50 /35 /53 /50 /51 /44 /52 /i255 /51 /49 /i255 /51 /52 /49 /50 /42 /54 /54 /35 /55 /67 /i255 /57 /42 /56 /52 /51 /52 /43 /i255 /50 /42 /60 /35 /i255/59/48/49 /50 /i255 /61 /35 /i255 /60 /54 /42 /53 /35 /55 /i255 /42 /61 /44 /36 /35 /i255 /50 /58 /35 /i255/59/35/53 /58 /42 /52 /51 /53 /42 /54 /i255 /60 /56 /44 /50 /35 /53 /50 /51 /44 /52 /i255 /42 /52 /55 /i255 /61 /35 /54 /44 /57 /i255 /50 /58 /35 /i255 /56 /44 /42 /55 /61 /35 /55 /i255 /49 /48 /61 /43 /56 /42 /55 /35 /i255 /42 /49 /i255 /49 /58 /44 /57 /52 /i255 /44 /52 /i255 /50 /58 /35 /i255 /55 /35 /50 /42 /51 /54 /49 /37 /i255 /34 /14 /13 /14/15/i255/7 /58 /42 /60 /50 /35 /56 /i255 /31 /38 /41 /37 /i255 /i255 /i255 /47/i255/7/54 /35 /42 /56 /42 /52 /53 /35 /i255 /61 /35 /50 /57 /35 /35 /52 /i255 /50 /58 /35 /i255 /50 /56 /35 /52 /53 /58 /i255 /57 /42 /54 /54 /i255 /42 /52 /55 /i255 /53 /44 /52 /55 /48 /51 /50 /i255 /44 /45 /i255 /54 /35 /49 /49 /i255 /50 /58 /42 /52 /i255 /68 /i255 /51 /52 /53 /58 /35 /49 /i255 /51 /52 /i255 /57 /51 /55 /50 /58 /i255 /49 /58 /42 /54 /54 /i255 /61 /35 /i255 /42 /i255/59/51/52 /51/59/48/59/i255/44 /45 /i255 /40 /i255 /51 /52 /53 /58 /35 /49 /37 /i255 /i255 /7 /54 /35 /42 /56 /42 /52 /53 /35 /i255 /61 /35 /50 /57 /35 /35 /52 /i255 /50 /58 /35 /i255 /50 /56 /35 /52 /53 /58 /i255 /57 /42 /54 /54 /i255 /42 /52 /55 /i255 /53 /44 /52 /55 /48 /51 /50 /i255 /44 /45 /i255 /43 /56 /35 /42 /50 /35 /56 /i255 /50 /58 /42 /52 /i255 /68 /i255 /51 /52 /53 /58 /35 /49 /i255 /51 /52 /i255 /57 /51 /55 /50 /58 /i255 /49 /58 /42 /54 /54 /i255 /61 /35 /i255 /42 /i255/59/51/52 /51/59/48/59/i255/44 /45 /i255 /68 /i255 /51 /52 /53 /58 /35 /49 /37 /i255 /47/i255/64
/58/35 /52 /i255 /50 /58 /35 /i255 /50 /56 /35 /52 /53/58 /i255 /57 /51 /55 /50 /58 /i255 /51 /49 /i255 /54 /35 /49 /49 /i255 /50 /58 /42 /52 /i255 /40 /69 /i255 /51 /52 /53 /58 /35 /49 /i255 /50 /58 /35 /i255 /61 /42 /53 /65 /45 /51 /54 /54 /i255 /45 /44 /56 /i255 /49 /48 /61 /43 /56 /42 /55 /35 /i255/59/48/49 /50 /i255 /53 /44 /52 /49 /51 /49 /50 /i255 /44 /45 /i255 /49 /54 /48 /56 /56 /62 /i255 /53 /35/59/35/52 /50 /37 /i255 /i255 /7 /44 /52 /50 /56 /44 /54 /54 /35 /55 /i255 /8 /44 /57 /12 /0 /50 /56 /35 /52 /43 /50 /58 /i255/15/42/50 /35 /56 /51 /42 /54 /i255 /34 /7 /8 /0/15/41/i255 /53 /42 /52 /i255 /61 /35 /i255 /49 /48 /61 /49 /50 /51 /50 /48 /50 /35 /55 /i255 /42 /50 /i255 /50 /58 /35 /i255 /55 /51 /49 /53 /56 /35 /50 /51 /44 /52 /i255 /44 /45 /i255 /50 /58 /35 /i255 /0 /50 /42 /50 /35 /70 /49 /i255 /56 /35 /60 /56 /35 /49 /35 /52 /50 /42 /50 /51 /36 /35 /37 /i255 /i255 /i255 /47/i255/64
/58/35 /52 /i255 /50 /56 /35 /52 /53 /58 /i255 /57 /51 /55 /50 /58 /i255 /51 /49 /i255 /43 /56 /35 /42 /50 /35 /56 /i255 /50 /58 /42 /52 /i255 /40 /69 /i255 /51 /52 /53 /58 /35 /49 /i255 /53 /44/59/60/42 /53 /50 /35 /55 /i255 /42 /43 /43 /56 /35 /43 /42 /50 /35 /i255 /61 /42 /49 /35 /i255/59/42/62 /i255 /61 /35 /i255 /48 /49 /35 /55 /i255 /45 /44 /56 /i255 /61 /42 /53 /65 /45 /51 /54 /54 /51 /52 /43 /37 /i255 /i255 /47/i255/0/50 /56 /48 /53 /50 /48 /56 /35 /i255 /61 /42 /53 /65 /45 /51 /54 /54 /i255 /42 /52 /55 /i255 /53 /44/59/60/42 /53 /50 /51 /44 /52 /i255/59/48/49 /50 /i255 /53 /44 /52 /45 /44 /56/59/i255/50 /44 /i255 /0 /35 /53 /50 /51 /44 /52 /i255 /31 /71 /12 /33 /37 /30 /40 /7 /i255 /42 /52 /55 /i255 /33 /37 /30 /33 /i255 /44 /45 /i255 /50 /58 /35 /i255 /0 /50 /42 /52 /55 /42 /56 /55 /i255 /0 /60 /35 /53 /51 /45 /51 /53 /42 /50 /51 /44 /52 /49 /37 /i255 /47/i255/6/44 /56 /i255 /50 /56 /35 /52 /53 /58 /i255 /54 /44 /53 /42 /50 /35 /55 /i255 /48 /52 /55 /35 /56 /i255 /48 /52 /51/59/60/56 /44 /36 /35 /55 /i255 /49 /48 /56 /45 /42 /53 /35 /67 /i255 /49 /50 /56 /48 /53 /50 /48 /56 /35 /i255 /61 /42 /53 /65 /45 /51 /54 /54 /i255 /53 /42 /52 /i255 /48 /49 /35 /i255 /50 /58 /35 /i255 /44 /56 /51 /43 /51 /52 /42 /54 /i255 /49 /44 /51 /54 /37 /i255 /i255 /0 /44 /51 /54 /i255/59/48/49 /50 /i255 /61 /35 /i255 /53 /44/59/60/42 /53 /50 /35 /55 /i255 /61 /62 /i255 /59/35/53 /58 /42 /52 /51 /53 /42 /54 /i255/59/35/42 /52 /49 /37 /i255 /14 /44 /52 /55 /51 /52 /43 /67 /i255 /63 /35 /50 /50 /51 /52 /43 /i255 /44 /56 /i255 /45 /54 /44 /44 /55 /51 /52 /43 /i255 /42 /56 /35 /i255 /52 /44 /50 /i255 /42 /54 /54 /44 /57 /35 /55 /37 /i255 /i255 /0 /54 /48 /56 /56 /62 /i255 /53 /35/59/35/52 /50 /i255 /61 /42 /53 /65 /45 /51 /54 /54 /i255 /51 /49 /i255 /52 /44 /50 /i255 /44 /60 /50 /51 /44 /52 /42 /54 /i255 /48 /52 /54 /35 /49 /49 /i255 /42 /60 /60 /56 /44 /36 /35 /55 /i255 /61 /62 /i255 /50 /58 /35 /i255 /7 /42 /54 /50 /56 /42 /52 /49 /i255 /13 /51 /49 /50 /56 /51 /53 /50 /37 /i255 /i255 /47/i255/0/54 /48 /56 /56 /62 /i255 /53 /35/59/35/52 /50 /i255 /61 /42 /53 /65 /45 /51 /54 /54 /i255/59/48/49 /50 /i255 /53 /44 /52 /45 /44 /56/59/i255/50 /44 /i255 /0 /35 /53 /50 /51 /44 /52 /i255 /31 /71 /12 /33 /37 /30 /40 /3 /i255 /44 /45 /i255 /50 /58 /35 /i255 /0 /50 /42 /52 /55 /42 /56 /55 /i255 /0 /60 /35 /53 /51 /45 /51 /53 /42 /50 /51 /44 /52 /49 /37 /i255 /i255 /i255 /47/i255/2/43 /43 /56 /35 /43 /42 /50 /35 /i255 /61 /42 /49 /35 /i255 /42 /52 /55 /i255 /51 /50 /49 /i255 /53 /44/59/60/42 /53 /50 /51 /44 /52 /i255 /49 /58 /42 /54 /54 /i255 /53 /44 /52 /45 /44 /56/59/i255/50 /44 /i255 /0 /35 /53 /50 /51 /44 /52 /i255 /40 /68 /i255 /44 /45 /i255 /50 /58 /35 /i255 /0 /50 /42 /52 /55 /42 /56 /55 /i255 /0 /60 /35 /53 /51 /45 /51 /53 /42 /50 /51 /44 /52 /49 /37 /i255 /i255 /i255 /47/i255/7/8 /0/15/i255/51 /45 /i255 /48 /49 /35 /55 /i255/59/48/49 /50 /i255 /53 /44 /52 /45 /44 /56/59/i255/50 /44 /i255 /0 /35 /53 /50 /51 /44 /52 /i255 /31 /71 /12 /33 /37 /30 /40 /72 /i255 /44 /45 /i255 /50 /58 /35 /i255 /0 /50 /42 /52 /55 /42 /56 /55 /i255 /0 /60 /35 /53 /51 /45 /51 /53 /42 /50 /51 /44 /52 /49 /37 /i255/64/58/35 /52 /i255 /7 /8 /0/15/i255/51 /49 /i255 /48 /50 /51 /54 /51 /73 /35 /55 /i255 /50 /58 /35 /i255/59/51/74 /i255 /55 /35 /49 /51 /43 /52 /i255 /42 /52 /55 /i255 /50 /35 /49 /50 /i255 /56 /35 /49 /48 /54 /50 /49 /i255/59/48/49 /50 /i255 /61 /35 /i255 /49 /48 /61/59/51/50 /50 /35 /55 /i255 /50 /44 /i255 /50 /58 /35 /i255 /0 /50 /42 /50 /35 /75 /49 /i255 /56 /35 /60 /56 /35 /49 /35 /52 /50 /42 /50/51 /36 /35 /37 /i255 /i255 /0 /35 /35 /i255 /2 /60 /60 /35 /52 /55 /51 /74 /i255 /76 /i255 /44 /45 /i255 /50 /58 /35 /i255 /3 /52 /53 /56 /44 /42 /53 /58/59/35/52 /50 /i255 /14 /35 /56/59/51/50 /49 /i255 /15/42/52 /48 /42/54 /i255 /45 /44 /56 /i255 /42 /55 /55 /51 /50 /51 /44 /52 /42 /54 /i255 /51 /52 /45 /44 /56/59/42/50 /51 /44 /52 /37 /i255 /47/i255/7/44 /54 /55 /i255 /60 /54 /42 /52 /35 /55 /i255 /49 /48 /56 /45 /42 /53 /35 /i255/42 /52 /55 /i255 /44 /36 /35 /56 /54 /42 /62 /i255 /49 /58 /42 /54 /54 /i255 /61 /35 /i255 /50 /44 /i255 /50 /58 /35 /i255 /52 /35 /42 /56 /35 /49 /50 /i255 /54 /42 /52 /35 /i255 /54 /51 /52 /35 /i255 /45 /44 /56 /i255 /50 /58 /35 /i255 /35 /52 /50 /51 /56 /35 /i255 /54 /35 /52 /43 /50 /58 /i255 /44 /45 /i255 /50 /58 /35 /i255 /50 /56 /35 /52 /53 /58 /39 /55 /51 /49 /50 /48 /56 /61 /35 /55 /i255 /42 /56 /35 /42 /49 /67 /i255 /42 /52 /55 /39 /44 /56 /i255 /42 /49 /i255 /55 /51 /56 /35 /53 /50 /35 /55 /i255 /61 /62 /i255 /50 /58 /35 /i255 /0 /50 /42 /50 /35 /75 /49 /i255 /56 /35 /60 /56 /35 /49 /35 /52 /50 /42 /50 /51 /36 /35 /37 /i255 /47/i255/64
/58/35 /52 /i255 /76 /44 /50 /i255/59/51/74 /i255 /42 /49 /60 /58 /42 /54 /50 /i255 /34 /76/15/2/41 /i255 /51 /49 /i255 /48 /49 /35 /55 /i255 /50 /44 /i255 /61 /42 /53 /65 /45 /51 /54 /54 /i255 /2 /49 /60 /58 /42 /54 /50 /i255 /7 /44 /52 /53 /56 /35 /50 /35 /i255 /34 /2 /7 /41 /i255 /0 /35 /53 /50 /51 /44 /52 /i255 /44 /45 /i255 /50 /58 /35 /i255 /56 /44 /42 /55 /67 /i255 /76/15/2/i255/59/48/49 /50 /i255 /53 /44 /52 /45 /44 /56/59/i255/50 /44 /i255 /0 /35 /53 /50 /51 /44 /52 /i255 /33 /71 /i255 /44 /45 /i255 /50 /58 /35 /i255 /0 /50 /42 /52 /55 /42 /56 /55 /i255 /0 /60 /35 /53 /51 /45 /51 /53 /42 /50 /51 /44 /52 /49 /37 /i255 /i255 /47/i255/2/i255 /60 /42/36 /51 /52 /43 /i255 /52 /44 /50 /53 /58 /i255 /34 /77 /1 /78 /i255 /7 /48 /50 /41 /i255 /49 /58 /42 /54 /54 /i255 /61 /35 /i255 /53 /44 /54 /55 /i255 /60 /54 /42 /52 /35 /55 /i255 /51 /52 /i255 /35 /74 /51 /49 /50 /i255 /42 /49 /60 /58 /42 /54 /50 /i255 /53 /44 /52 /53 /56 /35 /50 /35 /i255 /50 /44 /i255 /42 /i255/59/51/52 /51/59/48 /59/i255/57 /51 /55 /50 /58 /i255 /44 /45 /i255 /31 /40 /i255 /51 /52 /53 /58 /35 /49 /i255 /61 /35 /62 /44 /52 /55 /i255 /35 /42 /53 /58 /i255 /49 /51 /55 /35 /i255 /44 /45 /i255 /50 /58 /35 /i255 /50 /56 /35 /52 /53 /58 /i255 /42 /52 /55 /i255 /50 /44 /i255 /42 /i255 /55 /35 /60 /50 /58 /i255 /44 /45 /i255 /33 /i255 /51 /52 /53 /58 /35 /49 /i255 /45 /44 /56 /i255 /50 /58 /35 /i255 /45 /51 /52 /42 /54 /i255 /54 /42 /62 /35 /56 /i255 /44 /45 /i255 /76/15/2/37 /i255 /i255 /47/i255/2/7 /i255 /48 /49 /35 /55 /i255 /50 /44 /i255 /56 /35 /60 /54 /42 /53 /35/i255 /60 /42 /36 /35/59/35/52 /50 /i255 /49 /35 /53 /50 /51 /44 /52 /i255 /49 /58 /42 /54 /54 /i255/59/42/50 /53 /58 /i255 /35 /74 /51 /49 /50 /51 /52 /43 /i255 /60 /42 /36 /35/59/35/52 /50 /i255 /55 /35 /60 /50 /58 /67 /i255 /48 /52 /54 /35 /49 /49 /i255 /55 /51 /56 /35 /53 /50 /35 /55 /i255 /44 /50 /58 /35 /56 /57 /51 /49 /35 /i255 /61 /62 /i255 /50 /58 /35 /i255 /0 /50 /42 /50 /35 /70 /49 /i255 /56 /35 /60 /56 /35 /49 /35 /52 /50 /42 /50 /51 /36 /35 /37 /i255 /47/i255/2/i255 /50 /42 /53 /65 /i255 /53 /44 /42 /50 /i255 /44 /45 /i255 /42 /49 /60 /58 /42 /54 /50 /51 /53 /i255 /35/59/48/54 /49 /51 /44 /52 /i255 /53 /44 /52 /45 /44 /56/59/51/52 /43 /i255 /50 /44 /i255 /0 /35 /53 /50 /51 /44 /52 /i255 /33 /71 /12 /40 /37 /30 /31 /7 /i255 /34 /33 /41 /i255 /34 /45 /41 /i255 /49 /58 /42 /54 /54 /i255 /61 /35 /i255 /42 /60 /60 /54 /51 /35 /55 /37 /i255 /47/i255/64
/58/35/52 /i255 /50 /58 /35 /i255 /50 /56 /35 /52 /53 /58 /i255 /51 /49 /i255 /57 /51 /50 /58 /51 /52 /i255 /69 /i255 /45 /35 /35 /50 /i255 /44 /45 /i255 /53 /48 /56 /61 /i255 /42 /52 /55 /i255 /43 /48 /50 /50 /35 /56 /67 /i255 /42 /55 /55 /51 /50 /51 /44 /52 /42 /54 /i255 /53 /44 /54 /55 /i255 /60 /54 /42 /52 /52 /51 /52 /43 /i255/59/42/62 /i255 /61 /35 /i255 /56 /35 /79 /48 /51 /56 /35 /55 /i255 /42 /50 /i255 /50 /58 /35 /i255 /55 /51 /49 /53 /56 /35 /50 /51 /44 /52 /i255 /44 /45 /i255 /50 /58 /35 /i255 /0 /50 /42 /50 /35 /75 /49 /i255 /56 /35 /60 /56 /35 /49 /35 /52 /50 /42 /50 /51 /36 /35 /37 /i255 /14 /44 /50 /58 /44 /54 /35 /49 /i255 /44 /56 /i255 /50 /56 /35 /52 /53 /58 /35 /49 /i255 /49 /35 /60 /42 /56 /42 /50 /35 /55 /i255 /39 /i255 /42 /55 /63 /44 /51 /52 /35 /55 /i255 /61 /62 /i255 /31 /30 /i255 /45 /35 /35 /50 /i255 /44 /56 /i255 /54 /35 /49 /49 /i255 /50 /44 /i255 /61 /35 /i255 /44 /36 /35 /56 /54 /42 /51 /55 /i255 /50 /44 /43 /35 /50 /58 /35 /56 /i255 /42 /50 /i255 /50 /58 /35 /i255 /55 /51 /49 /53 /56 /35 /50 /51 /44 /52 /i255 /44 /45 /i255 /50 /58 /35 /i255 /0 /50 /42 /50 /35 /75 /49 /i255 /56 /35 /60 /56 /35 /49 /35 /52 /50 /42 /50 /51 /36 /35 /37 /i255 /47/i255/14/42 /36 /35/59/35/52 /50 /i255/59/42/56 /65 /51 /52 /43 /49 /i255 /42 /52 /55 /39 /44 /56 /i255 /49 /50 /56 /51 /60 /51 /52 /43 /i255 /56 /35/59/44/36 /35 /55 /i255 /44 /56 /i255 /55 /42/59/42/43 /35 /55 /i255 /55 /48 /56 /51 /52 /43 /i255 /53 /44 /52 /49 /50 /56 /48 /53 /50 /51 /44 /52 /i255/59/48/49 /50 /i255 /61 /35 /i255 /56 /35 /60 /54 /42 /53 /35 /55 /i255 /51 /52 /i255 /65 /51 /52 /55 /i255 /42 /49 /i255 /55 /51 /56 /35 /53 /50 /35 /55 /i255 /61 /62 /i255 /50 /58 /35 /i255 /0 /50 /42/50 /35 /75 /49 /i255 /56 /35 /60 /56 /35 /49 /35 /52 /50 /42 /50 /51 /36 /35 /37 /i255 /47/i255/5/50 /58 /35 /56 /i255 /50 /56 /35 /52 /53 /58 /i255 /56 /35 /54 /42 /50 /35 /55 /i255 /55 /35 /50 /42 /51 /54 /49 /i255 /42 /56 /35 /i255 /49 /58 /44 /57 /52 /i255 /51 /52 /i255 /7 /58 /42 /60 /50 /35 /56 /i255 /68 /i255 /44 /45 /i255 /50 /58 /35 /i255 /3 /52 /53 /56 /44 /42 /53 /58/59/35/52 /50 /i255 /14 /35 /56/59/51/50 /49 /i255/15/42/52 /48 /42 /54 /i255 /42 /49 /i255 /57 /35 /54 /54 /i255 /42 /49 /i255 /50 /58 /35 /i255 /1 /56 /35 /52 /53 /58 /51 /52 /43 /i255 /42 /52 /55 /i255 /0 /58/44 /56 /51 /52 /43 /i255/15/42/52 /48 /42 /54 /37 /i255 /i255 /80 /44 /50 /58 /i255 /60 /48 /61 /54 /51 /53 /42 /50 /51 /44 /52 /49 /i255 /53 /42 /52 /i255 /61 /35 /i255 /45 /44 /48 /52 /55 /i255 /44 /52 /i255 /50 /58 /35 /i255 /0 /50 /42 /50 /35 /i255 /44 /45 /i255 /7 /42 /54 /51 /45 /44 /56 /52 /51 /42 /67 /i255 /13 /35 /60 /42 /56 /50/59/35/52 /50 /i255 /44 /45 /i255 /1 /56 /42 /52 /49 /60 /44 /56 /50 /42 /50 /51 /44 /52 /70 /49 /i255 /57 /35 /61 /49 /51 /50/35 /37 /i255
/47/i255/9/45 /i255 /50 /56 /35 /52 /53 /58 /i255 /51 /49 /i255 /54 /44 /53 /42 /50 /35 /55 /i255 /51 /52 /i255 /50 /58 /35 /i255 /56 /44 /42 /55 /57 /42 /62 /i255 /57 /58 /35 /56 /35 /i255 /14 /44 /56 /50 /54 /42 /52 /55 /i255 /7 /35/59/35/52 /50 /i255 /7 /44 /52 /53 /56 /35 /50 /35 /i255 /34 /14 /7 /7 /41 /i255 /35 /74 /51 /49 /50 /67 /i255 /56 /35/59/44/36 /35 /i255 /50 /58 /35 /i255 /53 /44 /52 /53 /56 /35 /50 /35 /i255 /50 /44 /i255 /42 /i255 /55 /35 /60 /50 /58 /i255 /44 /45 /i255 /42 /50 /i255 /54 /35 /42 /49 /50 /i255 /33/i255 /45 /35 /35 /50 /i255 /61 /35 /54 /44 /57 /i255 /45 /51 /52 /51 /49 /58 /35 /55 /i255 /43 /56 /42 /55 /35 /i255 /42 /49 /i255 /60 /35 /56 /i255 /49 /50 /42 /52 /55 /42 /56 /55 /i255 /0 /60 /35 /53 /51 /45 /51 /53 /42 /50 /51 /44 /52 /i255 /31 /32 /12 /31 /37 /30 /33 /80 /37 /i255 /10 /35 /60 /54 /42 /53 /35 /i255 /35 /52 /50 /51 /56 /35 /i255 /53 /44 /52 /53 /56 /35 /50 /35 /i255 /49 /54 /42 /61 /i255 /45 /56 /44/59/i255/63 /44 /51 /52 /50 /i255 /50 /44 /i255 /63 /44 /51 /52 /50 /i255 /42/49 /i255 /55 /51 /56 /35 /53 /50 /35 /55 /i255 /61 /62 /i255 /0 /50 /42 /50 /35 /75 /49 /i255 /56 /35 /60 /56 /35 /49 /35 /52 /50 /42 /50 /51 /36 /35 /37 /i255 /47/i255/3/54 /35 /53 /50 /56 /51 /53 /42 /54 /i255 /49 /62 /49 /50 /35/59/49/i255 /51 /52 /49 /50 /42 /54 /54 /42 /50 /51 /44 /52 /49 /i255 /50 /58 /42 /50 /i255 /42 /56 /35 /i255 /60 /42 /56 /50 /i255 /44 /45 /i255 /0 /50 /42 /50 /35 /i255 /76 /51 /43 /58 /57 /42 /62 /i255 /0 /62 /49 /50 /35/59/i255 /59/48/49 /50 /i255 /61 /35 /i255 /51 /52 /49 /50 /42 /54 /54 /35 /55 /i255 /51 /52 /i255 /53 /44/59/60/54 /51 /42 /52 /53 /35 /i255 /57 /51 /50 /58 /i255 /7 /42 /54 /50 /56 /42 /52 /49 /i255 /0 /50 /42 /52 /55 /42 /56 /55 /i255 /0 /60 /35 /53 /51 /45 /51 /53 /42 /50 /51 /44 /52 /49 /67 /i255 /0 /35 /53 /50 /51 /44 /52 /i255 /81 /38 /37 /i255

9.d
June 26, 2023

Packet Pg. 320

67$7(2)&$/,)251,$'(3$570(172)75$163257$7,21
(1&52$&+0(173(50,763(&,$/3529,6,216
© 2018 California Department of Transportation. All Rights Reserved.

SIDEWALKS (CS)
In addition to the attached Encroachment Permit General Provisions (TR-0045), the following special provisions are also applicable:

1. A State issued permit is required for any landscaping or tree installation, including installation of tree wells.

2. A separate permit must be obtained from Caltrans for any driveway, handicap-ramp installations or any sidewalks that are other than Portland Cement Concrete constructed in compliance with Caltrans Standard Specifications.

3. Traffic control is authorized only between 9 a.m. and 3 p.m., Monday through Friday, holidays excluded. Any traffic control that requires lane closure shall be in compliance with the appropriate traffic control plan. Where required by the plan, the use of a flashing arrowboard is MANDATORY.

4. New curb and gutter installations shall be State Standard Type A2-6, unless necessary to conform to existing adjacent curb and gutter installations.

5. The minimum width of a sidewalk should be 8 feet between a curb and a building when in urban and rural main street place types. For all other locations the minimum width of sidewalk should be 6 feet when contiguous to a curb or 5 feet when separated by a planting strip.

6. Alignment and grade of gutter and sidewalk shall match the existing.

7. Existing concrete curb and paved shoulder shall be saw cut to a neat line prior to excavating and forming. Existing concrete sidewalk shall be saw cut at the scoreline. Paved shoulder shall be replaced with asphalt concrete paving material equal "in kind" and thickness to existing shoulder and shall conform to lip of new curb and gutter.

8. Permittee shall be responsible for the relocation or adjustment of any utility required as the result of work authorized by this permit, and utility relocation shall be completed prior to the installation of any new curb, gutter or sidewalk.

9. A monolithic pour of sidewalk and curb and gutter shall not be permitted.

9.d
June 26, 2023

Packet Pg. 321

9.d
June 26, 2023

Packet Pg. 322

9.d
June 26, 2023

Packet Pg. 323

9.d
June 26, 2023

Packet Pg. 324

67$7(2)&$/,)251,$'(3$570(172)75$163257$7,21 3DJHRI (1&52$&+0(173(50,763(&,$/3529,6,216

STORMWATER SPECIAL PROVISIONS FOR MINIMAL OR NO

IMPACT (SWSP)
TR-0400 (Rev 05/2018)
*(1(5$/
7KHSXUSRVHRIWKHVH6SHFLDO3URYLVLRQV
LV WR SURYLGH WKH 3HUPLWWHH ZLWK VSHFLILFDWLRQV IRU ZDWHU SROOXWLRQ FRQWURO WR PLQLPL]H SUHYHQW RU FRQWUROWKHGLVFKDUJHRIPDWHULDOLQWRWKHDLUVXUIDFH ZDWHUVJURXQGZDWHUDQGVWRUPVHZHUVRZQHGE\WKH
6WDWHRUORFDODJHQFLHV7KHVHSURYLVLRQV DUHQRW
LQWHQGHG WR WDNH WKH SODFH RI WKH &DOWUDQV :DWHU 3ROOXWLRQ&RQWURO3URJUDP
:3&3
IRUSURMHFWVZKHUH
VRLOGLVWXUEDQFHIURPZRUNDFWLYLWLHVOHVVWKDQRQH
DFUHRUZRUNDFWLYLWLHVRIRQHDFUHRUPRUH VXEMHFWWR WKHSUHSDUDWLRQRIWKH&DOWUDQV6WRUP:DWHU3ROOXWLRQ
3UHYHQWLRQ 3ODQ
6:333
7KH 3HUPLWWHH PXVW
FRPSO\ZLWKWKHIROORZLQJ6SHFLDO3URYLVLRQVDQGWKH
GLUHFWLRQRIWKH 6WDWH5HSUHVHQWDWLYH $OO6WRUPZDWHU
%HVW0DQDJHPHQW3UDFWLFHV
%03V
PXVWFRQIRUP WR
6HFWLRQ :DWHU 3ROOXWLRQ &RQWURO RI &DOWUDQV¶
6WDQGDUG6SHFLILFDWLRQV
13'(6 5(48,5(0(176
7KH 3HUPLWWHHPXVWEH
UHVSRQVLEOH IRU IXOO FRPSOLDQFH ZLWK WKH &DOWUDQV 6WRUP :DWHU 3URJUDP DQG WKH &DOWUDQV 1DWLRQDO
3ROOXWDQW 'LVFKDUJH (OLPLQDWLRQ 6\VWHP
13'(6

3HUPLW UHTXLUHPHQWV
Order No. 2012-0011-DWQ,
NPDES No CAS000003
DQG IRU DQG SURMHFWV
GLVWXUELQJ RQHDFUHRUPRUHRIVRLO IXOOFRPSOLDQFH
ZLWK WKH &DOLIRUQLD &RQVWUXFWLRQ *HQHUDO 3HUPLW
(Order No. 2009-0009-DWQ, NPDES No
CAS000002)RUIRUSURMHFWVIRUSURMHFWVWKDWKDYHRQH
DFUH RU PRUH RI VRLO GLVWXUEDQFH LQ WKH /DKRQWDQ 5HJLRQ (Order No. R6T-2016-0010, NPDES No
CAG616002). ,W LVWKH3HUPLWWHH¶VUHVSRQVLELOLW\WR
LQVWDOOLQVSHFW DQGUHSDLURUPDLQWDLQIDFLOLWLHVDQG GHYLFHV XVHG IRU ZDWHU SROOXWLRQ FRQWURO SUDFWLFHV

%03V
EHIRUH SHUIRUPLQJ GDLO\ ZRUN DFWLYLWLHV
,QVWDOODWLRQ LQVSHFWLRQ DQG PDLQWHQDQFH
UHVSRQVLELOLWLHV RQ WKH MRE VLWH LQFOXGH

VRLO
VWDELOL]DWLRQPDWHULDOV LQZRUNDUHDVWKDWDUHLQDFWLYH RUSULRUWR VWRUP HYHQWV
ZDWHUSROOXWLRQFRQWURO
GHYLFHV WR FRQWURO VHGLPHQW DQG HURVLRQ

LPSOHPHQWDWLRQ RI VSLOO DQG OHDN SUHYHQWLRQ
SURFHGXUHV IRU FKHPLFDO DQG KD]DUGRXVVXEVWDQFHV
VWRUHGRQWKHMREVLWH
PDWHULDOVWRUDJH
VWRFNSLOH
PDQDJHPHQW
ZDVWH PDQDJHPHQW
QRQ
VWRUPZDWHUPDQDJHPHQW
ZDWHU FRQVHUYDWLRQ

WUDFNLQJFRQWUROVDQG
LOOLFLW FRQQHFWLRQ LOOHJDO
GLVFKDUJH GHWHFWLRQ DQG UHSRUWLQJ 7KH 3HUPLWWHH
PXVW UHSRUW WR WKH 6WDWH UHSUHVHQWDWLYH ZKHQ
GLVFKDUJHV HQWHU LQWR UHFHLYLQJ ZDWHUV DGMDFHQW
SURSHUW\GUDLQDJHV\VWHPVRUZKHQGLVFKDUJHVFRXOG
EH D FDXVH RU D WKUHDW IRU ZDWHU SROOXWLRQ 7KH
3HUPLWWHHPXVWDOVRFRQWUROLOOLFLWGLVFKDUJHVRULOOHJDO GXPSLQJ SULRU WR VWDUW RI GDLO\ ZRUN VFKHGXOH
&RSLHVRIZULWWHQQRWLFHVRURUGHUVIURPWKH5HJLRQDO
:DWHU 4XDOLW\ &RQWURO %RDUG RU RWKHU UHJXODWRU\
DJHQF\PXVWEH SURYLGHGWRWKH6WDWHUHSUHVHQWDWLYH
ZLWKLQKRXUVRIUHSRUWHGDFWLYLW\)RUDGGLWLRQDO
LQIRUPDWLRQ RQVWRUPZDWHU FRPSOLDQFH YLVLWWKH 6WDWH
:DWHU 5HVRXUFHV &RQWURO %RDUGV VWRUP ZDWHU
:HEVLWHDW

KWWS
ZZZZDWHUERDUGVFDJRYZDWHUBLVVXHVSURJUD
PVVWRUPZDWHU
5(63216,%,/,7< )25 '(%5,6 5(029$/
7KH
3HUPLWWHH PXVW EH UHVSRQVLEOH IRU SUHYHQWLQJ
VHGLPHQW WUDVKGHEULVDQGRWKHUFRQVWUXFWLRQZDVWH
IURP HQWHULQJ WKH VWUHHW WKH VWRUP GUDLQV ORFDO FUHHNVRUDQ\RWKHUERGLHVRIZDWHU
632,/6 $1' 5(6,'8(
7KH 3HUPLWWHH PXVW
YDFXXPDQ\VDZFXWFRQFUHWHZDVWHPDWHULDOGHEULV
UHVLGXHHWF1RVSRLOV GHEULVUHVLGXHHWFPXVWEH
ZDVKHGLQWRDGUDLQDJHV\VWHP
6:((3,1*
6ZHHS SDYHGURDGV DWFRQVWUXFWLRQ
HQWUDQFH DQG H[LWORFDWLRQV DQGVXUURXQGLQJSDYHG
DUHDV GDLO\ZLWKLQWKHMREVLWHGXULQJ

FOHDULQJDQG
JUXEELQJ
HDUWKZRUN
WUHQFKLQJ
VRLO
GLVWXUEDQFH
SDYHPHQWJULQGLQJDQGRUFXWWLQJDQG

DIWHU REVHUYLQJWUDFNLQJRIPDWHULDORQWRRURIIWKH
6WDWH SURSHUW\ .HHS GXVW WR D PLQLPXP GXULQJ
VZHHSLQJ DFWLYLWLHV 8VH YDFXXP ZKHQHYHU GXVW
JHQHUDWLRQ LV H[FHVVLYH RU VHGLPHQW SLFNXS LV
LQHIIHFWLYH
5RDGZD\V RUZRUNDUHDVPXVW QRWEH ZDVKHGGRZQ
ZLWKZDWHU6WUHHWVZHHSLQJRSHUDWLRQVPXVWFRQIRUP
WR6HFWLRQ :DWHU3ROOXWLRQ&RQWURORI&DOWUDQV¶
6WDQGDUG6SHFLILFDWLRQV
9(+,&/(6 $1' (48,30(17
3HUPLWWHH PXVW
SUHYHQWDOO YHKLFOHVHTXLSPHQW HWF IURPOHDNDJH RU
PXG WUDFNLQJ RQWR URDGZD\V ,I OHDNV FDQQRW EH UHSDLUHG LPPHGLDWHO\ UHPRYH WKH YHKLFOH RU
HTXLSPHQWIURPWKHMREVLWH
0$,17(1$1&( $1' )8(/,1* 2) 9(+,&/(6
$1' (48,30(17
0DLQWHQDQFH DQG IXHOLQJ RI
HTXLSPHQWPXVWQRWUHVXOWLQDQ\SROOXWLRQDWWKHMRE
VLWH 7KH 3HUPLWWHH PXVW LPPHGLDWHO\ FOHDQ XS
VSLOOVOHDNVDQGSURSHUO\GLVSRVHRIFRQWDPLQDWHGVRLO DQGPDWHULDOV
&/($1,1* 9(+,&/(6 $1' (48,30(17
/LPLW
YHKLFOHDQGHTXLSPHQWFOHDQLQJRUZDVKLQJDWWKHMRE
VLWH H[FHSW ZKDW LV QHFHVVDU\ WR FRQWURO YHKLFOH WUDFNLQJ RU KD]DUGRXV ZDVWH 7KH 3HUPLWWHH PXVW
FOHDQDOOHTXLSPHQWZLWKLQDEHUPHGDUHDRURYHUDGULS SDQ ODUJH HQRXJK WR SUHYHQW UXQRII 1R VRDSV VROYHQWVGHJUHDVHUVHWFPXVWEHXVHGLQ6WDWHULJKW RIZD\ $Q\ ZDWHU IURP WKLV RSHUDWLRQ PXVW EH FROOHFWHG DQG GLVSRVHG RI DW DQ DSSURSULDWH VLWH &RQWDLQPHQWEHUPVRUGLNHVPXVWEHXVHGIRUIXHOLQJ
ZDVKLQJ PDLQWDLQLQJ DQG ZDVKLQJ YHKLFOHV RU
HTXLSPHQW LQ RXWVLGH DUHDV &RQWDLQPHQW PXVW EH
SHUIRUPHGDWOHDVWIHHWIURPFRQFHQWUDWHGIORZVRI

9.d
June 26, 2023

Packet Pg. 325

67$7(2)&$/,)251,$'(3$570(172)75$163257$7,21 3DJHRI (1&52$&+0(173(50,763(&,$/3529,6,216
VWRUPZDWHU GUDLQDJHFRXUVHVDQG VWRUPGUDLQLQOHWV
LIZLWKLQDIORRGSODLQRWKHUZLVHDWOHDVWIHHWLI RXWVLGHWKHIORRGSODLQ.HHSDGHTXDWHTXDQWLWLHVRI
DEVRUEHQWVSLOOFOHDQXSPDWHULDODQGVSLOONLWVLQWKH IXHOLQJRUPDLQWHQDQFHDUHDDQGRQIXHOLQJWUXFNV

',(6(/ )8(/6
7KH XVH RI GLHVHO IXHO IURP
SHWUROHXPRURWKHUIRVVLOIXHODVDIRUPRLORUVROYHQW LVQRWDOORZHG
:($7+(5 &21',7,216 $7 :25.6,7(
$Q\
DFWLYLW\WKDWZRXOGJHQHUDWHILQHSDUWLFOHVRUGXVWWKDW FRXOGEHWUDQVSRUWHGRIIVLWHE\VWRUPZDWHUPXVWEH
SHUIRUPHGGXULQJGU\ZHDWKHU
:,1' (526,21 3527(&7,21
7 K H X V H R I : L Q G
(URVLRQ %03V PXVW EH GHSOR\HG \HDUURXQG LQ
LQVWDQFHV ZKHUH GXVW RU ILQH SDUWLFOHV FRXOG EH WUDQVSRUWHGRIIVLWH
+27 0,;$63+$/7
5XQRIIIURPZDVKLQJKRWPL[
DVSKDOW PXVW QRW HQWHU LQWR DQ\ GUDLQDJH
FRQYH\DQFHV
3527(&7,21 2) '5$,1$*( )$&,/,7,(6
7KH
3HUPLWWHH PXVW SURWHFWFRYHU JXWWHUV GLWFKHV
GUDLQDJHFRXUVHVDQGLQOHWVZLWKJUDYHOEDJVILEHU
UROOV 6WDWH DSSURYHG IDEULF ILOWHUV HWF WR WKH VDWLVIDFWLRQRIWKH6WDWHUHSUHVHQWDWLYHGXULQJJUDGLQJ SDYLQJVDZFXWWLQJHWFDQGPDWHULDOVPXVWFRQIRUP
WR 6HFWLRQ 0DWHULDOV IRU :DWHU 3ROOXWLRQ
&RQWURORI&DOWUDQV¶6WDQGDUG6SHFLILFDWLRQV1RVXFK
SURWHFWLRQPHDVXUHVPXVWFDXVHDQREVWUXFWLRQWRWKH
WUDYHOLQJSXEOLF7KH3HUPLWWHHPXVWLPSOHPHQWVSLOO
DQG OHDN SUHYHQWLRQ SURFHGXUHV IRU FKHPLFDOV DQG KD]DUGRXVVXEVWDQFHVVWRUHGRQWKHMREVLWH
LQFOXGLQJ
VHFRQGDU\FRQWDLQPHQWUHTXLUHPHQWV
LQDFFRUGDQFH
ZLWK VHFWLRQ%6SLOO3UHYHQWLRQDQG&RQWURO
DQG +D]DUGRXV :DVWH DQG &RQWDPLQDWLRQ
:DWHU 3ROOXWLRQ &RQWURO RI &DOWUDQV¶ 6WDQGDUG
6SHFLILFDWLRQV
3$,17
5LQVLQJRISDLQWLQJHTXLSPHQWDQGPDWHULDOV
LVQRWSHUPLWWHGLQ6WDWHULJKWRIZD\:KHQWKRURXJKO\ GU\GLVSRVHRIWKHIROORZLQJDVVROLGZDVWH
GU\ODWH[
SDLQW SDLQW FDQV XVHG EUXVKHV UDJV JORYHV
DEVRUEHQWPDWHULDOVDQGGURSFORWKV2LOEDVHGSDLQW
VOXGJHDQGXQXVDEOHWKLQQHUPXVWEHGLVSRVHGRIDWDQ
DSSURYHGKD]DUGRXVZDVWHVLWH
&216758&7,21 0$7(5,$/6
6WRFNSLOH RI DOO
FRQVWUXFWLRQPDWHULDOVLQFOXGLQJEXWQRWOLPLWHGWR

SUHVVXUH WUHDWHG ZRRG DVSKDOW FRQFUHWH FROG PL[ DVSKDOWFRQFUHWHFRQFUHWHJURXWFHPHQWFRQWDLQLQJ
SUHPL[HV DQG PRUWDU PXVW FRQIRUP WR VHFWLRQ
&

0DWHULDO 6WRUDJH &

6WRFNSLOH 0DQDJHPHQW RI &DOWUDQV¶ 6WDQGDUG
6SHFLILFDWLRQV
&21&5(7( (48,30(17
&RQFUHWH HTXLSPHQW
PXVWEHZDVKHGLQDGHVLJQDWHGZDVKLQJDUHDLQDZD\
WKDWGRHVQRWFRQWDPLQDWHVRLOUHFHLYLQJZDWHUVRU
VWRUPGUDLQV\VWHPV
(;,67,1* 9(*(7$7,21
(VWDEOLVKHG H[LVWLQJ
YHJHWDWLRQLVWKHEHVWIRUPRIHURVLRQFRQWURO0LQLPL]H GLVWXUEDQFH WR H[LVWLQJ YHJHWDWLRQ 'DPDJHG RU
UHPRYHGYHJHWDWLRQPXVWEHUHSODFHGDVGLUHFWHGE\
WKH6WDWH5HSUHVHQWDWLYH
62,/ ',6785%$1&(
6RLOGLVWXUELQJDFWLYLWLHVPXVW
EH DYRLGHG GXULQJ WKH ZHW ZHDWKHU VHDVRQ , I FRQVWUXFWLRQDFWLYLWLHVGXULQJ ZHW ZHDWKHU DUH DOORZHG LQ \RXU SHUPLW DOO QHFHVVDU\HURVLRQFRQWURODQGVRLO VWDELOL]DWLRQ PHDVXUHV PXVW EH LPSOHPHQWHG LQ
DGYDQFHRIVRLOGLVWXUELQJDFWLYLW\

6/23( 67$%,/,=$7,21 $1' 6(',0(17
&21752/
&RQVLGHUDFHUWLILHGH[SHUWLQ(URVLRQDQG
6HGLPHQWFRQWUROLQFDVHVZKHUHVORSHVDUHGLVWXUEHG
GXULQJ FRQVWUXFWLRQ 7KH 3HUPLWWHH LV GLUHFWHG WR FRPSO\ZLWK6HFWLRQ7HPSRUDU\6RLO6WDELOL]DWLRQ
DQG6HFWLRQ(URVLRQ&RQWURORI&DOWUDQV¶6WDQGDUG
6SHFLILFDWLRQV GXULQJ DSSOLFDWLRQ RI WHPSRUDU\ VRLO VWDELOL]DWLRQPHDVXUHVWRWKHVRLOVXUIDFH)LEHUUROOVRU VLOWIHQFHVPD\EHUHTXLUHGGRZQVORSHXQWLOSHUPDQHQW VRLO VWDELOL]DWLRQ LV HVWDEOLVKHG 5HPRYH WKH
DFFXPXODWHG VHGLPHQW ZKHQHYHU WKH VHGLPHQW
DFFXPXODWHV WR RI WKH OLQHDU VHGLPHQW EDUULHU KHLJKW7KH3HUPLWWHHPXVWOLPLWWKHXVHRISODVWLF
PDWHULDOV ZKHQ PRUH VXVWDLQDEOH HQYLURQPHQWDOO\
IULHQGO\ DOWHUQDWLYHV H[LVW RU ZKHQ HQYLURQPHQWDO UHJXODWLRQVSURKLELWWKHLUXVH ZLWKLQWKHSURMHFW
672&.3,/(6
6WRFNSLOHV FRQWDLQLQJ DJJUHJDWH
DQGRU VRLO PXVW EH VWRUHG DW OHDVW IHHW IURP FRQFHQWUDWHGIORZVRIVWRUPZDWHUGUDLQDJHFRXUVHV
DQGVWRUPGUDLQLQOHWVLIZLWKLQ DIORRGSODLQRWKHUZLVH DWOHDVWIHHWLIRXWVLGHWKHIORRGSODLQDQGPXVWEH FRYHUHG DQG SURWHFWHG ZLWK D WHPSRUDU\ SHULPHWHU
VHGLPHQWEDUULHU&ROGPL[VWRFNSLOHVPXVWEHVWRUHG
RQDQLPSHUPHDEOHVXUIDFHDQGFRYHUHGZLWK
PLO
S O D V W L F W R S U H Y H Q W F R Q W D F W Z L W K Z D W H U 0 L Q L P L ] H VWRFNSLOLQJ RI PDWHULDOV RQ WKH MRE VLWH 0DQDJH VWRFNSLOHVE\LPSOHPHQWLQJWKHZDWHUSROOXWLRQFRQWURO SUDFWLFHV LQ 6HFWLRQ &

6WRFNSLOH
0DQDJHPHQW RI WKH 6WDWH RI &DOLIRUQLD VWDQGDUG
VSHFLILFDWLRQVIRUFRQVWUXFWLRQ
',6&29(5< 2) &217$0,1$7,21
7KH 6WDWH
5HSUHVHQWDWLYHPXVWEHQRWLILHGLQFDVHDQ\XQXVXDO
GLVFRORUDWLRQRGRURUWH[WXUHRIJURXQGZDWHULVIRXQG LQH[FDYDWHGPDWHULDORULIDEDQGRQHGXQGHUJURXQG
WDQNVSLSHVRUEXULHGGHEULVDUHHQFRXQWHUHG
6$1,7$5< $1' 6(37,& :$67(
'R QRW EXU\RU
GLVFKDUJHZDVWHZDWHUIURPDVDQLWDU\RUVHSWLFV\VWHP
ZLWKLQWKHKLJKZD\3URSHUO\FRQQHFWHGVHZHUIDFLOLWLHV DUH IUHH IURP OHDNV :LWK 6WDWH 5HSUHVHQWDWLYH
DSSURYDOSODFHSRUWDEOHVDQLWDU\IDFLOLW\DWOHDVWIHHW DZD\IURPVWRUPGUDLQVUHFHLYLQJZDWHUVDQGIORZ
OLQHV3HUPLWWHHPXVWFRPSO\ZLWKORFDOKHDOWKDJHQF\
SURYLVLRQVZKHQXVLQJDQRQVLWHGLVSRVDOV\VWHP
/,48,' :$67(
3UHYHQWMREVLWHOLTXLGZDVWHIURP
HQWHULQJVWRUPGUDLQV\VWHPVDQGUHFHLYLQJZDWHUV
'ULOOLQJVOXUULHVJUHDVHRURLOIUHHZDVWHZDWHURUULQVH ZDWHUGUHGJLQJZDVKZDWHURUULQVHZDWHUUXQQLQJRII DVXUIDFHRURWKHUQRQVWRUPZDWHUOLTXLGVQRWFRYHUHG

9.d
June 26, 2023

Packet Pg. 326

67$7(2)&$/,)251,$'(3$570(172)75$163257$7,21 3DJHRI (1&52$&+0(173(50,763(&,$/3529,6,216
XQGHUVHSDUDWHZDVWHZDWHUSHUPLWVPXVWEHKHOGLQ
VWUXFWXUDOO\ VRXQG OHDNSURRI FRQWDLQHUV VXFK DV SRUWDEOHELQVRUSRUWDEOHWDQNV6WRUHFRQWDLQHUVDW
OHDVW IHHW DZD\ IURP PRYLQJ YHKLFOHV DQG
HTXLSPHQW /LTXLG ZDVWH PD\ UHTXLUH WHVWLQJ WR
GHWHUPLQH KD]DUGRXV PDWHULDO FRQWHQW SULRU WR
GLVSRVDO $OO PHDVXUHV PXVW FRQIRUP WR VHFWLRQ '

/LTXLG:DVWH:DWHU3ROOXWLRQ&RQWURORI
&DOWUDQV¶6WDQGDUG6SHFLILFDWLRQV
:$7(5 &21752/ $1' &216(59$7,21

0DQDJHZDWHUXVHLQDZD\WKDWZLOOSUHYHQWHURVLRQ
DQG WKH GLVFKDUJH RI SROOXWDQWV LQWR VWRUP GUDLQ V\VWHPVDQGUHFHLYLQJZDWHUV'LUHFWUXQRIILQFOXGLQJ ZDWHUIURPZDWHUOLQHUHSDLUIURPWKHMREVLWHWRDUHDV ZKHUHLWFDQLQILOWUDWHLQWRWKHJURXQG'LUHFWZDWHUIURP RIIVLWHVRXUFHVDURXQGWKHMREVLWHRUIURPFRQWDFWZLWK MREVLWHUXQRII
3,/( '5,9,1*
.HHSVSLOONLWVDQGFOHDQXSPDWHULDOV
DWSLOHGULYLQJORFDWLRQV3DUN SLOH GULYLQJ HTXLSPHQW RYHUGULSSDQVDEVRUEHQWSDGVRUSODVWLFVKHHWLQJZLWK
DEVRUEHQWPDWHULDO DQGDZD\IURPVWRUPZDWHUUXQRQ
ZKHQQRWLQXVH
'(:$7(5,1*
'HZDWHULQJFRQVLVWVRIGLVFKDUJLQJ
DFFXPXODWHG VWRUP ZDWHU JURXQGZDWHU RU VXUIDFH
ZDWHU IURP H[FDYDWLRQV RU WHPSRUDU\ FRQWDLQPHQW
IDFLOLWLHV$OOGHZDWHULQJRSHUDWLRQVPXVWFRPSO\ZLWK WKHODWHVW&DOWUDQVJXLGHOLQHVLQFOXGLQJWKH)LHOG*XLGH IRU &RQVWUXFWLRQ 6LWH 'HZDWHULQJ &RQWDFW 6WDWH
UHSUHVHQWDWLYHIRUDSSURYDORIGHZDWHULQJGLVFKDUJHE\ LQILOWUDWLRQ RU HYDSRUDWLRQ RWKHUZLVH DQ\ HIIOXHQW GLVFKDUJHG LQWR D SHUPLWWHG VWRUP ZDWHU V\VWHP
UHTXLUHV DSSURYDO IURP WKH 5HJLRQDO :DWHU 4XDOLW\ &RQWURO%RDUG3ULRUWRWKHVWDUWRIGHZDWHULQJWKH
3HUPLWWHHPXVWSURYLGHWKH6WDWH5HSUHVHQWDWLYHZLWK
DGHZDWHULQJDQGGLVFKDUJHZRUNSODQWKDWFRPSOLHV
ZLWK VHFWLRQ * 'HZDWHULQJ :DWHU 3ROOXWLRQ &RQWURORI&DOWUDQV¶6WDQGDUG6SHFLILFDWLRQV$FRS\RI WKH:DVWH'LVFKDUJH3HUPLWDQGDFRS\RIDYDOLG
:','QXPEHULVVXHGE\WKH5HJLRQDO%RDUGPXVWEH
SURYLGHGWRWKH6WDWHUHSUHVHQWDWLYH

9.d
June 26, 2023

Packet Pg. 327

67$7(2)&$/,)251,$'(3$570(172)75$163257$7,21
+$=$5'2860$7(5,$/6$1'+$=$5'286:$67( 0$1$*(0(1763(&,$/3529,6,216 75
1HZ

By acceptance of this encroachment permit, Permittee hereby agrees that:

1. All construction debris/materials/water/exce ss soil must become the property of the Permittee, and must be transported and di sposed of, outside of Caltrans’ right-of-way, in accordance with all applicable environmental laws and regulations. The Permittee mus t be identified as the generator for all construction debris/materials/water/excess soil and must be responsible for proper identifi cation (including sampling and analysis) and management of all construction and contaminated debris/materials/water/excess soil that a re removed, and/or excavated, from the work site. If hazardous waste is generated, the Permittee must obtain an Environmental Protection Agency (EPA) Identification Number issued in their name. State Permit Inspector does not sign any manifests or shipping papers. The Permittee must be named as the generator on all Uniform Hazardous Waste Manifests and shipping papers. Caltrans must not be identified or written anywhere on the manifests or shipping papers. Prior to waste disposal, the Permittee should submit the w aste generator form(s) to State Permit Inspector for verification. The Permittee must submit to the State Permit Inspector, a copy of all manifests and/or shipping papers generated for materials removed, transported and/or excavated from the state right-of-way.

2. If contaminated material is encountered, Permittee is to stop work and contact the State Permit Inspector immediately. The P ermittee must submit a Sampling and Analysis Plan (SAP), and a Health and Safety Plan (HaSP) prepared by a Certified Industrial Hygienis t (CIH) and in conformance with California Code of Regulations title 8, section 5192, “Hazardous Waste Operations and Emergency Response” for sampling activity through a separate permit application. Upon the permit review, additional environmental docume nts may be required prior to resumption of construction activity.

3. Permittee is responsible for any violation, penalty, enforcement action, corrective action, remedial action, and any other ty pe of consequences resulting from cross contamination of groundwater (including perched groundwater), improper handling/managing of hazardous materials and/or placement of contaminated materials inside Caltrans right-of-way.

4. It is the Permittee’s responsibility to comply with the Department of Toxic Substances Control (DTSC) ADL requirements for ro adway soil management. Reuse of soils containing greater than 80 mg/kg total lead is not allowed without written approval of the DTSC and Caltrans. The Soil Management Agreement for Aerially Deposited Lead-Contaminated Soils between Caltrans and the DTSC does not constitute written approval for the Permittee to reuse soils containing greater than 80 mg/kg total lead.

5. The Permittee must implement the emergency notification requirements established in the California Office of Emergency Management Hazardous Materials, Spill / Release Notification Guidance (http://www.caloes.ca.gov/).

6. Any imported material used for backfill must be free of contamination, and a certificate of the material as “clean” with the source area of the material must be provided to Permit Inspector upon request. Importing soils containing greater than 80 mg/kg total lead for use in state right-of-way is not allowed.

7. Stockpiles of material containing aerially deposited lead shall not be placed where affected by surface run-on or run-off. S tockpiles shall be covered with plastic sheeting 13 mils minimum thickness or with one foot of nonhazardous material. Stockpiles shall no t be placed in environmentally sensitive areas. Stockpiled material shall not enter storm drains, inlets, or waters of the State.

9.d
June 26, 2023

Packet Pg. 328

D4-Office of Permits/Office of Traffic Management Page 1 of 2 Rev. 0/20 D4 Encroachment Permit Work Scheduling Request Form
Submit your request to schedule traffic control weekly, 7 days in advance, using this form. Submit your request to State Representative (Inspector) listed on page 1 or 2 of your permit. If your inspector is not available, contact Permit Duty Station at (510) 286-4401. Check special provisions for authorized work hours. Any deviation from the permit mustbe in writing and requires additional review and approval.

INSTRUCTIONS AND ABBREVIATIONS: See the procedures on page 2 of this form.

1. Permit No.: _________________________________ 2. Expiration Date: _____________ 3. Request Date: ______________

4. Caltrans Inspector: _________________________________________ 5. Requested Work Week: ___________to__________

6. Route: ___________ 7. County: ________________________8. City or Township:_________________________________

9. PostMiles: From: To: 10. Existing Lanes (in each Dir): Dir Lns / Dir Lns a

11. Describe Location (use landmark if necessary): From: ________________________To: ____________________________

12. Name of Conventional Highway or Surface St:_______________________________________________________________

13. Fill in or ‘x’ if applicable (a through k): (a)
Divided Hwy or Undivided Hwy (b) Full-Closure 1 dir or both dir (c) One-Way Traffic Control: Only on "Undivided" Hwy (Alternate use of same lane for both directions--hold traffic 5 –10 min w/flaggers) (d) Connector Ramp: (State Highway #) ___________to (State Highway #) __________Closed or Lane #__________ (e) Off-ramp: (Freeway to City St.) Ramp Name: _____________________________ Off-ramp Closed or Lane#: _______ (f) On-ramp: (City St. to Freeway) Ramp Name: _____________________________ On-ramp Closed or Lane#: _______ (g) Divert Traffic or Contra Flow: Reconfigure Lns/divert traffic to Lane# ___in the ___ Direction; ___Lns open each dir (h) Intermittent Traffic Control (i) Various Locations (j) Long-Term (24+ hours continuous) ETO_________________ (k) Year: Time Dir * * * * * * Restricted Lanes * * * * * * Brks Closure ID# From
DATE
To
DATE
DAY(S) 24-HR CLOCK NB SB Full
Closure
See
Detour
SHLDR
123456
V
L
Aux
or
Coll
CD
or
Med
TURN

PCKT(S)
Park
Strip
5 to
15 min
Roll-
ing
Caltrans
will complete &
return
SU–M-T-W-

TH-F-SA
Start
(10-97)
Finish
(10-98) EB WB LR L R

14. Description of work/comments: _________________________________________________________________________ _____________________________________________________________________________________________________

15. Detour (Required for full closure): _____________________________________________________________________________________________ _____________________________________________________________________________________________________

16. Contingency Plan: _______________________________________________________________________________________________________

17. On-site during work (circle if applicable): CHP / PD / Other: __________________________________________________

18. Name: Permittee or Permittees Representative/Contractor:

Address including zip code:

On-site Personnel
Contact Name of person in
responsible charge & phone
number(s).

Name:

Email:

Office: FAX:

Cell: Emergency phone number 24/7:

19. "REAL-TIME" STATUS INSTRUCTIONS – PLEASE MAKE YOUR FIELD PERSONNEL AWARE & RESPONSIBLE! Permittee must STATUS lane closures DAILY via Caltrans District 4's 24-Hour Communication Center at ( 510) 286-6359.

Status using Closure ID Number when work begins, to 1097 (1st cone down), and again to 1098 (last cone picked up); OR, 1022 to cancel. Any delay in picking up your closure must be reported immediately.

9.d
June 26, 2023

Packet Pg. 329

D4-Office of Permits/Office of Traffic Management Page 2 of 2 Rev. 0/20 D4 Encroachment Permit Work Scheduling Procedures
INSTRUCTIONS: Fill in blanks or check appropriate boxes. Attach maps or diagrams, if available. Enter beginning day through ending day of work week (M-T-W-TH-F-SA-SU). Date: Month/Day–Enter month (01-12) and day (01-31) of requested week. Start & Finish Time: Use 24-hour clock format. Read the Permit Special Provisions for hours & days allowed. Separate lane closure #’s are required for each direction and facility. Use separate line for each. Lanes are numbered in direction of travel from left to right, excluding turn pockets; left being #1 or "fast lane." Check boxes under Restricted Lanes to indicate lanes or parts of highway to be closed. VL may be checked with note in Comments Section stating number of lanes to remain open at all times.
ABBREVIATIONS: Aux =auxiliary, CD=Center Divide; Coll=Collector; Contra Flow=Close 1 direction of traffic and divert to lane(s) in opposite direction or a turn lane . DAY(S)= (M-T-W-TH-F-SA-SU); Dir=Direction ( NB=Northbound, SB=Southbound, WB=Westbound, EB=Eastbound); ETO=Emergency Traffic Operations; F/L=fog line; Hwy=Highway; Lns=Lanes; L=Left; Med=Median; Park Strip =Parking area parallel to lane; PCKT=Pocket; Rolling=traffic breaks for closure such as sweeping; R=Right; SHLDR=Shoulder; VL=Various Lanes Requests for scheduling must be submitted on this form to the Inspector listed on page 1 or 2 of your permit. If your inspectoris not available, contact Permit Duty Station at (510) 286-4401. All permitted work (with or without traffic control) is subject to advance scheduling on this form, seven (7) days in advance of the work week requested. Submittals and approvals must continue on a weekly basis. If work begins weekly on Sunday, the work week must be Sunday through Saturday. If work week begins on Monday, the work week must be Monday through Sunday.
Incomplete, illegible, or inaccurate requests may be returned for correction. Assistance for completing the request may be obtained from the designated State Representative.
Every attempt will be made to return timely requests with closure ID or work authorization numbers, to the Permittee by close of business on Thursday, prior to the scheduled work week. When deemed necessary to ensure public convenience, Caltrans may deny and/or reschedule the request.
All requests must include a contingency plan for restoring public traffic (i.e. reopening of a closed lane, ramp and/or shoulder) in the event of (1) CHP or the local authority requires opening due to an unforeseeable incident in the nearby vicinity, or (2) permitted experiences an equipment breakdown, shortage of or lack of production materials or any other failure which would otherwise delay restoring public convenience within the time limits specified in the permit. The contingency plan must includeavailability of any proposed standby equipment and stockpiled materials that can be utilized for the immediate opening of closures when ordered by the State representative. Acceptance of the contingency plan by the Engineer must not relieve the Contractor from the requirement of opening the restricted travel way to accommodate public traffic as specified in the lane closure hour’s section of the permit provisions.

Caltrans will review and process the request by entering all information into the Statewide Lane Closure System (LCS).

Thisprocess generates a work authorization number*. This number will be entered on the request form and returned to Permittee asapproval to proceed AND will be used to "Real-Time Status" on a daily basis. Permittee must communicate with Caltrans 24-hour District 4 Communication Center (DCC) via telephone at ( 510) 286-6359 twice daily when working, or once daily if cancelled.

D When work begins (1st cone down), Permittee must contact Caltrans DCC and relay: "(Closure ID #*) is 1097." E When work ends (last cone picked up), Permittee must contact Caltrans DCC and relay: "(Closure ID #*) is 1098." F If the work is cancelled on any scheduled day, Permittee must contact Caltrans DCC and relay; "(Closure ID #*) is 1022." A "10-22" (cancellation) can be phoned any time before the scheduled "10-97" time, but no later than 1 hour prior to scheduled "10-98" time.

G During the work, any unexpected occurrences including delayed openings, accidents, etc., must be communicated to Caltrans DCC immediately.

Avoid possible miscommunication when calling status. Use the PHONETIC ALPHABET to state your Closure ID:

A=Adam, B=Boy, C=Charles, D=David, E=Edward, F=Frank, G=George, H=Henry, I=Ida, J=John, K=King, L=Lincoln, M=Mary, N=Nora, O=Ocean, P= Paul, Q=Queen, R=Robert, S=Sam, T=Tom, U=Union, V=Victor, W=William, X=X-ray, Y=Yellow, Z=Zebra. Example: P82CA="Paul 82 Charles Adam"

10. The intent of these procedures is to help ensure public convenience by identifying planned closures on the State Highway system, resolving potential conflicts, and disseminating all available "REAL-TIME" information via the traffic media to all motorists, including but not limited to the public, CHP, local police and sheriffs’ office, and emergency fire and rescue personnel.
* "closure ID number" is the same as "work authorization number"

9.d
June 26, 2023

Packet Pg. 330

3(50,712
'$7(
6,*1$785(2)3(50,77((
'HDU6LURU0DGDP

All work authorized by the above-numbered permit was
completed on
)0
0
67$7(2)&$/,)251,$'(3$570(172)75$163257$7,21
127,&( 2) &203/(7,21
75
5(9
&7

3(50,712
'$7(
6,*1$785(2)3(50,77((
'HDU6LURU0DGDP

All work authorized by the above-numbered permit was
completed on
)0
0
67$7(2)&$/,)251,$'(3$570(172)75$163257$7,21
127,&( 2) &203/(7,21
75
5(9
&7

'$7(
6,*1$785(2)3(50,77((
'HDU6LURU0DGDP

All work authorized by the above-numbered permit was
completed on
)0
0
67$7(2)&$/,)251,$'(3$570(172)75$163257$7,21
127,&( 2) &203/(7,21
75
5(9
&7

3(50,712 3(50,712

9.d
June 26, 2023

Packet Pg. 331

1. ALL MATERIAL AND WORKMANSHIP SHALL FULLY CONFORM WITH THE

SPECIFICATIONS, STANDARDS, AND ORDINANCES OF THE CITY OF SAN CARLOS. STANDARD SPECIFICATIONS AND DETAILS ARE AVAILABLE IN THE OFFICE OF THE CITY ENGINEER.

2. THE OFFICE OF PUBLIC WORKS INSPECTION SHALL BE NOTIFIED AT LEAST 72 HOURS IN ADVANCE OF ANY WORK.

3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXISTENCE AND LOCATION OF ALL UTILITIES. THE UNDERGROUND CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION TO FIELD LOCATE UTILITIES. CONTACT UNDERGROUND SERVICE ALERT AT 800-227-2600.

4. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT WRITTEN AUTHORIZATION FROM THE CITY ENGINEER.

5. CONTRACTOR SHALL PROVIDE ADEQUATE TRAFFIC CONTROLS & SHALL

SUBMIT A TRAFFIC CONTROL PLAN

6. ALL EXISTING UTILITIES AND PRIVATE IMPROVEMENTS THAT BECOME

DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED TO

THE SATISFACTION OF THE CITY ENGINEER, AT CONTRACTOR'S SOLE EXPENSE.

7. THE CONTRACTOR AGREES THAT, IN ACCORDANCE WITH GENERALLY

ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE

REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE

CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT,

INCLUDING SAFETY OF ALL PERSONS AND PROPERTY AND THAT THIS

REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT JUST DURING NORMAL WORKING HOURS.

8. EXCAVATIONS SHALL BE ADEQUATELY SHORED, BRACED AND SHEETED SO

THAT THE EARTH WILL NOT SLIDE OR SETTLE AND SO THAT ALL EXISTING IMPROVEMENTS OF ANY KIND WILL BE FULLY PROTECTED FROM DAMAGE.

ANY DAMAGE RESULTING FROM A LACK OF ADEQUATE SHORING, BRACING OR

SHEETING, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL

MAKE NECESSARY REPAIRS OR RECONSTRUCTION AT CONTRACTOR OWN EXPENSE.WHERE THE EXCAVATION FOR A CONDUIT TRENCH, AND/OR

STRUCTURE IS FOUR FEET OR MORE IN DEPTH, THE CONTRACTOR SHALL

PROVIDE ADEQUATE SHEETING, SHORING AND BRACING OR EQUIVALENT

METHOD, FOR THE PROTECTION OF LIFE, OR LIMB, WHICH SHALL CONFORM

TO THE APPLICABLE CONSTRUCTION SAFETY ORDERS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. THE CONTRACTOR SHALL ALWAYS COMPLY WITH OSHA REQUIREMENTS.

9. SHOULD IT APPEAR THAT THE WORK TO BE DONE, OR ANY MATTER RELATIVE

THERETO, IS NOT SUFFICIENTLY DETAILED OR EXPLAINED ON THESE PLANS,

THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR SUCH FURTHER EXPLANATIONS AS MAY BE NECESSARY.

10.EXISTING UTILITIES SHALL BE MAINTAINED IN SERVICE AND IN PLACE BY THE CONTRACTOR DURING CONSTRUCTION UNLESS OTHERWISE SHOWN.

11.CONTRACTOR SHALL PROTECT ALL MONUMENTS.

12. ALL USA MARKINGS TO BE REMOVED AT END OF CONSTRUCTION.

GENERAL NOTES:

SHEET INDEX:

SHEET NUMBER DESCRIPTION
LOCATION MAP:

NTS
1 C1.1

AB AGGREGATE BASE

AC ASPHALT CONCRETE, ASBESTOS CEMENT

ACP ASBESTOS CEMENT PIPE

APPROX APPROXIMATE

AT&T AMERICAN TELEPHONE & TELEGRAPH

BC BEGIN CURVE, BOTTOM OF CURB

BW BACK OF WALK

C CURVE

CDF CONTROLLED DENSITY FILL

CI CAST IRON

CL CENTERLINE

CMP CORRUGATED METAL PIPE

COM COMMUNICATION

CONC CONCRETE

CY CUBIC YARD

DI DRAIN INLET

DIFF DIFFERENCE IN ELEVATION BETWEEN NEW & EX

DWY DRIVEWAY

E ELECTRICAL, EASTING

EC END CURVE

ECB EXISTING CONCRETE BARRIER

EP EDGE OF PAVEMENT

EX EXISTING

FDAC FULL DEPTH ASPHALT CONCRETE

FG FINISH GRADE

FH FIRE HYDRANT

FL FLOW LINE

FO FIBER OPTICS

FS FIRE SERVICE

FW FACE OF WALK
GG AS

GB GRADE BREAK

GND GROUND

HDPE HIGH DENSITY POLYETHYLENE PIPE

HP HIGH POINT

HV HIGH VOLTAGE

HYD FIRE HYDRANT

INV INVERT

IRR IRRIGATION

L LEFT, LINE, LENGTH

LAT LATERAL

LF LINEAR FEET

LP LOW POINT

LT LEFT

MH MANHOLE

MISC MISCELLANEOUS

MON MONUMENT

MW MONITORING WELL

N NORTHING

OC ON-CENTER

OH OVERHEAD UTILITY LINE

PB PACIFIC BELL

PCC PORTLAND CEMENT CONCRETE

PG&E PACIFIC GAS & ELECTRIC

PL PLASTIC

POC POINT OF CONNECTION

PT POINT

PVC POLYVINYL CHLORIDE

PUE PUBLIC UTILITY EASEMENT

R RADIUS, RIGHT

RC RELATIVE COMPACTION

RCP REINFORCED CONCRETE PIPE

REHAB REHABILITATION

RT RIGHT

R/W RIGHT OF WAY

S SOUTH

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SDR STANDARD DIMENSION RATIO

SFW SAN FRANCISCO WATER

SL STATION LINE, STREET LIGHT

SM SURVEY MARKER

SS SANITARY SEWER

SSCO SANITARY SEWER CLEANOUT

SSMH SANITARY SEWER MANHOLE

STA STATION

STD STANDARD

SW SIDEWALK

TC TOP OF CURB

TEL TELEPHONE, TELECOM

TFL THEORETICAL FLOW LINE

TFW TOP FACE OF WALL

TTC THEORETICAL TOP OF CURB

TYP TYPICAL

UT UTILITY

VCP VITRIFIED CLAY PIPE

W, WTR WATER

WM WATER METER

WV WATER VALVE

WW WELDED WRAP
ABBREVIATIONS:

VICINITY MAP:

NTS
1000 & 1005

DRAKE CT
261 EL

CAMINO REAL
1 C1.1 COVER SHEET
2 C2.1 1000 DRAKE CT - DEMOLITION PLAN
3 C2.2 1000 DRAKE CT - IMPROVEMENT PLAN
4 C2.3 1005 DRAKE CT STORM DRAIN IMPROVEMENTS
5 C2.4 261 EL CAMINO REAL STORM DRAIN IMPROVEMENTS
6 C2.5 261 EL CAMINO REAL POTHOLE LOCATIONS
7 C2.6 3017 BRITTAN AVE - DEMOLITION PLAN
8 C2.7 3017 BRITTAN AVE - DEMOLITION PLAN
9 C2.8 3017 BRITTAN AVE - IMPROVEMENT PLAN
10 C2.9 3017 BRITTAN AVE - SITE PHOTOS
11 C3.1 CIVIL DETAILS
12 C3.2 CIVIL DETAILS
13 C3.3 CIVIL DETAILS
14 C4.1 CONSTRUCTION BEST MANAGEMENT PRACTICES
3017 BRITTAN
AVE
DWG NO.

JOB NO.

CALIFORNIABY
14 SAN CARLOS220065SAN MATEO COUNTY

BID SUBMITTAL
JUNE 13, 2023
2023 ANNUAL STORM IMPROVEMENT

REVISIONS BY DATE

CITY OF SAN CARLOS

PUBLIC WORKS DEPARTMENT
600 ELM STREET
SAN CARLOS, CA 94070
TEL: (650) 802-4200
WWW.CITYOFSANCARLOS.ORG
06-13-2023

ANY DAMAGED AND OBLITERATED

TRAFFIC STRIPING, MARKERS AND

MARKINGS MUST BE REPLACED IN KIND

TRAFFIC CONTROLS TO BE

SUBMITTED BY CONTRACTOR PRIOR

TO START OF CONSTRUCTION

9.d
June 26, 2023

Packet Pg. 332

SD
SD
SD
SD
SD

XXXXXXXXXXXX
X
X
X
X
X
X
X
2 - 1
-
5 -
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
1000
3 -
4 -
DWG NO.

JOB NO.

CALIFORNIABY
14 SAN CARLOS220065SAN MATEO COUNTY

BID SUBMITTAL
JUNE 13, 2023
2023 ANNUAL STORM IMPROVEMENT

REVISIONS BY DATE

CITY OF SAN CARLOS

PUBLIC WORKS DEPARTMENT
600 ELM STREET
SAN CARLOS, CA 94070
TEL: (650) 802-4200
WWW.CITYOFSANCARLOS.ORG
06-13-2023 2
C2.1
REMOVE
WOODEN
FRAME
MATCHLINE: SEE BELOW
CONSTRUCTION NOTES:

REMOVE SHED. COORDINATE WITH PROPERTY OWNER AND CITY
FOR RELOCATION. MAINTAIN 5' MIN CLEARANCE BETWEEN

HOUSE AND FENCE
MATCHLINE: SEE ABOVE

REMOVE STORM HEADWALL, INLET, WOODEN FRAMING

REMOVE CONCRETE SAND BAG BARRIER

REMOVE PLYWOOD FENCE AND SANDBAGS
GENERAL NOTES:

1. CONTRACTOR TO FIELD VERIFY DIMENSIONS, ELEVATIONS, AND LOCATION OF ALL EXISTING STRUCTURES, IMPROVEMENTS, UNDERGROUND AND OVERHEAD UTILITY LINES. KNOWN EXISTING UNDERGROUND UTILITIES ARE INDICATED IN THEIR APPROXIMATE LOCATION. CONTRACTOR TO NOTIFY THE ENGINEER IF

ANY OF THE EXISTING STRUCTURES, IMPROVEMENTS, OR UNDERGROUND AND OVERHEAD UTILITY LINES

SHOWN ON THE DRAWINGS CONFLICT WITH THE PROPOSED CONSTRUCTION, AND WAIT FOR THE ENGINEER'S DECISION PRIOR TO BEGINNING OF THE WORK.

2. KNOWN EXISTING UNDERGROUND & OVERHEAD UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION TO THE BEST OF OUR KNOWLEDGE. CONTRACTOR SHALL EXERCISE CAUTION WHILE EXCAVATING AND PERFORMING CONSTRUCTION IN THE VICINITY OF THE UNDERGROUND LINES. REPLACEMENT AND REPAIR TO ANY DAMAGE OF THE EXISTING UTILITY LINES SHALL BE AT CONTRACTOR'S SOLE EXPENSE.

3. CONTRACTOR IS RESPONSIBLE FOR ENSURING APPROPRIATE CLEARANCE BETWEEN WORKING EQUIPMENT AND OVERHEAD LINES PER OSHA, CAL-OSHA, AND CALIFORNIA PUC GUIDELINES AND REQUIREMENTS.

4. CONTRACTOR IS RESPONSIBLE FOR ENSURING APPROPRIATE SHORING PER OSHA REQUIREMENTS.

5. ALL RESTORATION WORK TO BE COORDINATED WITH PROPERTY OWNER & PREFORMED TO THE SATISFACTION OF THE CITY.

6. ACCESS TO SITE LIMITED. CONTRACTOR TO ADJUST CONSTRUCTION EQUIPMENT (SIZE, WEIGHT, TYPE, ETC) ACCORDINGLY.

7. RESTORE ALL EXISTING SURFACE IMPROVEMENTS IN-KIND (CONCRETE, PAVERS, ASPHALT CONCRETE, ETC).

LANDSCAPE IRRIGATION BROKEN OR DAMAGED BY THE CONTRACTOR'S OPERATION SHALL BE REPAIRED WITHIN 48 HOURS. PLANTS SHALL BE REPLACED IN-KIND, GRASS SHALL BE REPLACED WITH SOD THAT CLOSELY MATCHES THE EXISTING GRASS (FESCUE, RYE, ETC). ALL RESTORATION WORK TO BE COORDINATED WITH PROPERTY OWNER & PERFORMED TO THE SATISFACTION OF THE CITY.

REMOVE CHAIN LINK FENCE & GATE

REMOVE LARGE BOULDER

EX HEADWALL1

REMOVE EX

HEADWALL

EX BOULDERS2

EX SHED

EX SHED3

EX PLYWOOD FENCE & SANDBAGS4
REMOVE LANDSCAPE, SUBSOIL.

EXCAVATE AS NECESSARY TO MEET

GRADES REQUIRED FOR DESIGN

SUBGRADE
LEGEND:

APPROXIMATE RIGHT OF WAY
REMOVE 12" CMP STORM DRAIN PIPE

EX SITE CONCRETE SAND BAG BARRIERS & CHANNEL5

PROTECT IN PLACE RETAINING WALL

PROTECT IN PLACE BENCH

CONFIRM ORIGIN TIE IN TO EX STORM SYSTEM & IF ACTIVE

PROTECT IN PLACE TREE

9.d
June 26, 2023

Packet Pg. 333

XXX
X
X
X
SD
SD
SD
SD
SD
S
385
390
395
400
405
410
TW 391.9±
FG 387.9
DIFF -1.5±
FG 383.6
DIFF -0.1±
FG 383.3
DIFF +0.4±
TW 394.9±
FG 390.9
DIFF -3.5±
TW 399.3±
FG 395.3
DIFF -3.7±
FG 396.0
DIFF +0.0±
TW 400.1±
FG 396.1
DIFF -4.0±
FG 389.0
DIFF +0.0±
FG 390.8
DIFF -0.4±
FG 395.2
DIFF -0.1±

23.6%

29.0%
9 C3.2
9 C3.2
8 C3.2
8 C3.2

13.6%14.7%

14.1%14.3%

13.3%13.3%
FG 403.0±
DIFF +1.7±

MATCH EX
FG 402.2±
FG 397.3±
DIFF +0.0±
TW 393.1±
FG 389.1
DIFF -2.5±

2.0%
FG 389.0
DIFF +0.0±
FG 389.0
DIFF +0.0±
FG 389.0
DIFF +2.1±
FG 389.0
DIFF +3.5±
FG 389.0
DIFF +0.5±
FG 404.0±
DIFF +1.2±
FG 404.0±
DIFF +2.0±
10+00 10+50 11+00
398
388
380
382
384
386
390
392
394
396
400
398
388
380
382
384
386
390
392
394
396
400
402

EX FENCE. SEE PLANS
402
EX. 15"
RCP
EX. 12" RCP
23± LF 15" CORRUGATED HDPE @ 23%
31± LF 15" CORRUGATED HDPE @ 5%

SD INLET
GRATE 387.0
SIDE OPENING 386.0
15" INV 381.87 (IN-NW)
15" INV 381.81 (OUT-SE)
EX. CONC.

PATIO
15" INV 388.00 (OUT-SE)

CHECK DAM

CONNECT

TO EX PIPE
404

EXISTING GROUND
NEW FENCE. SEE PLANS

XXXXXXXXXX
23%
50%
12%
21%
31%
29%
91%
9%
10+00
6"
1' (MIN.)
#3 @ 12"
#3 CIRCULAR TIRES
@ 6" OC (3 MIN)
DWG NO.

JOB NO.

CALIFORNIABY
14 SAN CARLOS220065SAN MATEO COUNTY

BID SUBMITTAL
JUNE 13, 2023
2023 ANNUAL STORM IMPROVEMENT

REVISIONS BY DATE

CITY OF SAN CARLOS

PUBLIC WORKS DEPARTMENT
600 ELM STREET
SAN CARLOS, CA 94070
TEL: (650) 802-4200
WWW.CITYOFSANCARLOS.ORG
06-13-2023 3
C2.2
CONSTRUCTION NOTES:

INSTALL DRAINAGE INLET WITH
SIDE OPENING. SEE DETAIL

INSTALL HEADWALL
INSTALL 15" CORRUGATED HDPE PIPE
INSTALL TRASH RACK. REFERENCE
GENERAL NOTES:

ANY OF THE EXISTING STRUCTURES, IMPROVEMENTS, OR UNDERGROUND AND OVERHEAD UTILITY LINES

SHOWN ON THE DRAWINGS CONFLICT WITH THE PROPOSED CONSTRUCTION, AND WAIT FOR THE ENGINEER'S DECISION PRIOR TO BEGINNING OF THE WORK.

3. CONTRACTOR IS RESPONSIBLE FOR ENSURING APPROPRIATE CLEARANCE BETWEEN WORKING EQUIPMENT AND OVERHEAD LINES PER OSHA, CAL-OSHA, AND CALIFORNIA PUC GUIDELINES AND REQUIREMENTS.

4. CONTRACTOR IS RESPONSIBLE FOR ENSURING APPROPRIATE SHORING PER OSHA REQUIREMENTS.

5. ALL RESTORATION WORK TO BE COORDINATED WITH PROPERTY OWNER & PREFORMED TO THE SATISFACTION OF THE CITY.

6. ACCESS TO SITE LIMITED. CONTRACTOR TO ADJUST CONSTRUCTION EQUIPMENT (SIZE, WEIGHT, TYPE, ETC) ACCORDINGLY.

7. RESTORE ALL EXISTING SURFACE IMPROVEMENTS IN-KIND (CONCRETE, PAVERS, ASPHALT CONCRETE, ETC).

INSTALL CHAIN LINK FENCE (MATCH IN-KIND)
GRADE & COMPACT TO FORM CLASS 2 AB PATHFOR MAINTENANCE ACCESS. SEE DETAIL LEGEND:

APPROXIMATE RIGHT OF WAY
INSTALL GATE (6' MIN WIDE)
CONNECT 15" CORRUGATED HDPE PIPE TO EX
15" RCP PIPE. SEE PIPE CONNECTION DETAIL

CONTRACTOR TO RECONNECT EXPOSED

CORRUGATED PIPE AS DETERMINED POSSIBLE
4" Ø BOLLARDS AT 1' OC. FINAL LAYOUT &

LOCATIONS TO BE CONFIRMED IN FIELD &
APPROVED BY CITY. SEE DETAIL
2 C3.2

INSTALL TIMBER SOLDIER PILE
RETAINING WALL. SEE DETAIL
6 C3.2

PROFILE
HORIZONTAL SCALE: 1" =5'
VERTICAL SCALE: 1" = 2.5'
RIP RAP. SEE DETAIL 3
C3.1
EARTHEN WALL FILL WITH SOIL (95% RELATIVE
COMPACTION). SEED WITH LOCAL NATIVE GRASSES &
WILDFLOWERS. COVER WITH EROSION CONTROL BLANKET
CHECK DAM. SEE DETAIL

PIPE CONNECTION
SCALE: NOT TO SCALE
1 C3.2
5 C3.2
4 C3.1

COORDINATE WITH CITY ON TREE ROOTS
1 C3.1
SEED WITH LOCAL NATIVE GRASSES & WILDFLOWERS.COVER WITH EROSION CONTROL BLANKET 1 -
TRASH RACK1
7 C3.2

REPLACE IN-KIND

TRASH RACK
INSTALL 4" PERFORATED PIPE SDR-35

WITH HOLES FACING DOWN
INSTALL 4" PVC SDR-26
INSTALL STORM DRAIN CLEANOUT.

SEE DETAIL
8 C3.2

9.d
June 26, 2023

Packet Pg. 334

380
380
385
390
395
385
390
395
SD
SD
SD
SD
SD
SD
SD
SD
1 -
X
X
X
X
X
X
X
X
2 -
3 -
3 -
FG 389.6±
DIFF +1.9±
MATCH EXFG 389.3±

7.4%
FG 386.5±DIFF +0.0±
MATCH EXFG 384.8±
FG 385.9±DIFF +2.1±
FG 382.4±
DIFF +0.0±
TW 382.5±FG 381.5±
TW 382.5±FG 381.5±
78%

91.3%

25.1%

32.1%

6.1%
FG 390.6±DIFF +1.7±
FG 390.6±
DIFF +2.0±
FG 386.9±DIFF +1.8±
FG 386.9±DIFF +0.2±
4"Ø BOLLARDS AT 1' OC. FINAL

LAYOUT & LOCATION TO BE

CONFIRMED IN FIELD &
APPROVED BY CITY. SEE DETAIL
2 C3.2

PROTECT IN
PLACE EX 15" PIPE
REMOVE EX TRASH RACK.

INSTALL NEW TRACK
RACK. SEE REFERENCE

RECONSTRUCT
INLET

EX WOOD DECK

EX DIRT

EX CONCRETE
PATH

REMOVE EX

HEADWALL

REATTACH

EX PIPE

EX FL

PROTECT IN PLACE GATE

AND FENCE AND

CONCRETE FOOTING

ABOVE EX HEADWALL
6'
12'

TOP VIEW
#4 REBAR AT12" OC EACHWAY (TYP)

EXISTINGGROUND

EX FENCE. SEE PLANS

HEADWALL

2.8'
6"
1'
8"
1'
8"
1'

SIDE VIEW AT CENTER

4.7'
4%
#4 REBAR AT12" OC EACHWAY (TYP)

EX CONC. BASE
1" CHAMFER ALL

EXPOSED CORNERS

EXISTING
GROUND

FRONT VIEW
4'
1' 1'

RECONNECTEXISTING PIPE
1'

3.8'
NOTES:

1. CONTRACTOR TO CONFIRM IN FIELD EXACT DIMENSIONS AND

SHAPE OF EXISTING STORM HEADWALL AND ITS FOUNDATION
TO BE REMOVED.

2. 1" CHAMFER ALL EXPOSED CORNERS.

3. 2" CLEAR FROM EDGE OF CONCRETE TO REBAR.

4. ALL CONCRETE SHALL BE CLASS A.

5. REINFORCING SHALL BE INTERMEDIATE BILLET STEEL BARS
CONFORMING TO ASTM STDS.
1005 DRAKE COURT STORM DRAIN IMPROVEMENTS
SCALE: 1"=5'
GENERAL NOTES:

1. CONTRACTOR TO FIELD VERIFY DIMENSIONS, ELEVATIONS, AND

LOCATION OF ALL EXISTING STRUCTURES, IMPROVEMENTS,
UNDERGROUND AND OVERHEAD UTILITY LINES. KNOWN EXISTING

UNDERGROUND UTILITIES ARE INDICATED IN THEIR APPROXIMATE LOCATION. CONTRACTOR TO NOTIFY THE ENGINEER IF ANY OF

THE EXISTING STRUCTURES, IMPROVEMENTS, OR

UNDERGROUND AND OVERHEAD UTILITY LINES SHOWN ON THE

DRAWINGS CONFLICT WITH THE PROPOSED CONSTRUCTION, AND

WAIT FOR THE ENGINEER'S DECISION PRIOR TO BEGINNING OF
THE WORK.

2. KNOWN EXISTING UNDERGROUND & OVERHEAD UTILITIES ARE

SHOWN IN THEIR APPROXIMATE LOCATION TO THE BEST OF OUR
KNOWLEDGE. CONTRACTOR SHALL EXERCISE CAUTION WHILE

EXCAVATING AND PERFORMING CONSTRUCTION IN THE VICINITY OF THE UNDERGROUND LINES. REPLACEMENT AND REPAIR TO

ANY DAMAGE OF THE EXISTING UTILITY LINES SHALL BE AT
CONTRACTOR'S SOLE EXPENSE.

3. CONTRACTOR IS RESPONSIBLE FOR ENSURING APPROPRIATE
SHORING PER OSHA REQUIREMENTS.

4. ALL RESTORATION WORK TO BE COORDINATED WITH PROPERTY OWNER & PERFORMED TO THE SATISFACTION OF THE CITY.

5. FINAL LAYOUT OF ALL IMPROVEMENTS TO BE CONFIRMED IN
FIELD & APPROVED BY CITY.

6. ACCESS TO SITE LIMITED. CONTRACTOR TO ADJUST

CONSTRUCTION EQUIPMENT (SIZE, WEIGHT, TYPE, ETC)
ACCORDINGLY.

LEGEND:

APPROXIMATE RIGHT OF WAY

REMOVE HEADWALL

REMOVE AND REPLACE

IN-KIND TRASH RACK

EX FL
REMOVE

EXISTING

BOLLARDS

PROTECT IN PLACE

FENCE & CONCRETE

FOOTING
DWG NO.

JOB NO.

CALIFORNIABY
14 SAN CARLOS220065SAN MATEO COUNTY

BID SUBMITTAL
JUNE 13, 2023
2023 ANNUAL STORM IMPROVEMENT

REVISIONS BY DATE

CITY OF SAN CARLOS

PUBLIC WORKS DEPARTMENT
600 ELM STREET
SAN CARLOS, CA 94070
TEL: (650) 802-4200
WWW.CITYOFSANCARLOS.ORG
06-13-2023

EX HEADWALL1

EX BOULDERS2
4 C2.3
HEADWALL DETAIL3
RIP RAP. SEE DETAIL 3
C3.1
CHECK DAM. SEE DETAIL 4
C3.1
SEED WITH LOCAL NATIVE GRASSES & WILDFLOWERS.COVER WITH EROSION CONTROL BLANKET

9.d
June 26, 2023

Packet Pg. 335

6" PVC6" PVC6P V6 P CVC
SS
SSSSS

SSSSSSSSSSSSS

SSSSSSSSSSSSSSS
SSS
S

SSSSSSSSSSSS
SS
SSS
SSSS
SSSS
SDSD
SDSDS
SDSD

SSDSDDD
SDD

SSSDDDDD
SDDD
SSDD
SDD
SSSSDD

SSSSSSSSSS
SSS

SSSSSSSSSSSSSSSSSS

SSSSSSSSSSSS
SSSSSS
S
SSSS
SS
SS
SS
SS
SS
SS
SS
SSSSS
SSSS
OH
H
OH
HH
H
O
OOH
H
OH
H
S
H

OHOHOHOHOHOH
HH
HOH
H
WW
WW
WW
WW
WWW
W
WW
W
W

D D D ED

ABANDONEDNDONEON
PVCVCP 8" V8"8 P
S
S
SSS
S
8" PVCP
6"" CI
24" CMP
4" CI4 C
12" AC
8" HP G
G
ATT
TTATTA
ATTATT
ATTATT
ATTATT
WWWW
ATTTT
ATTATT
8" HP G
8" HP G

TTTATTAT
ATTAT
TTAT
OO
O
OH
ATT

ZERZEREVEVE
Z

ZVERZERERVERVERVE
ZZ

VERZVERZERZ
Z
Z
Z

VERZERVERZVER
W
Z
ZVERZ
E
Z
G
GG
AT
A
SS
GGG
SSSS
SS
GGGG
AA
AA
GGGG
OHH
H
LEVLEV3LEV3LEV3LEV3
LELEV3LEV3LEV3LEV3
D
DD
LEV3LEV3V33
EVEV
LLEV3EV3LEV3LEV3EV
V3VV3LEV3VV3
WW
TT
TT
4" C
W
W
WWW
W
W
W
OHOH
H
WW
WW
W
W
24"
CMPMP
P
SSD
SD

SD SD SD SD
1+961+00
OPEN TRENCH:REPLACE EX 24" CMP WITH24" CORRUGATED HDPE, TYPE S

CALTRANS RIGHT-OF-WAY
1+501+00 1+50 2+00
35 30
25 20
15 STA 1+96
RIM 24.28
24" INV 17.22-OUT
24" INV 19.68-IN
STA 1+00
24" INV 20.17-OUT
18" INV 20.87-IN
96± LF 24" CORRUGATED HDPE, TYPE S @ 3.1%
6" INV 20.08-IN
RIM 22.97

EX GRADE
@ SD

EL CAMINO REAL ROAD

EX DRIVEWAY
& SIDEWALK

2.7'±2.3'±
EX 8"
SS
EX
ATT
EX
WTR

EX SS
(ABANDONED)
EX
LV3
EX
GAS
EX
WTR
EX
VERZ

CALTRANS RIGHT-OF-WAY
EX
ATT
2260260226260 2602266060260260260260226022222
2402400404242424040240240240224224022222440224224242400 24024242400 24 228028028280880800 2800 28028028022802802280802888008022880228800 28280 22228222 3333333
7777317317113131313313313173 777
990909
303300300300300300303003000 3000000033
2599252525925259225925592559959259259225959592592592599259925925259599 11112616126112 16126126161
261 EL CAMINO REAL STORM DRAIN IMPROVEMENTS
SCALE: 1"=10'

EL CAMINO REAL
EXISTING SD INLET (STA. 1+00)
GENERAL NOTES:

EXISTING STRUCTURES, IMPROVEMENTS, OR UNDERGROUND AND OVERHEAD UTILITY LINES SHOWN ON THE

DRAWINGS CONFLICT WITH THE PROPOSED CONSTRUCTION, AND WAIT FOR THE ENGINEER'S DECISION PRIOR TO BEGINNING OF THE WORK.

3. CONTRACTOR IS RESPONSIBLE FOR ENSURING APPROPRIATE CLEARANCE BETWEEN WORKING EQUIPMENT AND OVERHEAD LINES PER OSHA, CAL-OSHA, AND CALIFORNIA PUC GUIDELINES AND REQUIREMENTS.

4. TRENCH EXCAVATION AND BACKFILL- REFER TO DETAIL

5. RESTORE ALL EXISTING STRIPING AND PAVEMENT MARKINGS AFFECTED BY STORM DRAIN REPLACEMENT.

6. RESTORE ALL EXISTING SURFACE IMPROVEMENTS IN-KIND (CONCRETE, PAVERS, ASPHALT CONCRETE, ETC).

LEGEND:

APPROXIMATE RIGHT-OF-WAY

SD INLET OF PIPE BEING REPLACED
(PROTECT-IN-PLACE SD INLET)

RECONNECT PIPE TO MANHOLE
(PROTECT-IN-PLACE MANHOLE)
EXISTING MANHOLE (STA. 1+96)

STORM DRAIN MAP
SCALE: NTS
DWG NO.

JOB NO.

CALIFORNIABY
14 SAN CARLOS220065SAN MATEO COUNTY

BID SUBMITTAL
JUNE 13, 2023
2023 ANNUAL STORM IMPROVEMENT

REVISIONS BY DATE

CITY OF SAN CARLOS

PUBLIC WORKS DEPARTMENT
600 ELM STREET
SAN CARLOS, CA 94070
TEL: (650) 802-4200
WWW.CITYOFSANCARLOS.ORG
06-13-2023

SITE MAP
SCALE: NTS
OAK ST

EL CAMINO REAL
ADJACENT EX 24" SD

SEGMENT TO REMAIN
96'
EX 24" SD SEGMENT

TO BE REPLACED
3 C3.2

9.d
June 26, 2023

Packet Pg. 336

6" PVC
S
SS
SS
SS
SS
SS
SD
SD

SD SD SD SD
SD
SD
SD
SD
SS
SS
SS
SS
SS
SS
S
SS SS
SS
SS
SS
SS
SS
OH
O
OH
OH
OH
OH
W
W
W
W
W
W
W
ABANDONED 8" VCP
8" PVC
6" CI
24" CMP
4" CI
12" AC
8" HP G
ATT
ATT
ATT
ATT
ATT
W
ATT
ATT
ATT
ATT
ATT
VERZ
VERZ
VERZ
VERZ
VERZ
G
G
G
G LEV3
LEV3
LEV3
LEV3
LEV3
W
W
W
W
W
24" CMP

CALTRANS RIGHT-OF-WAY
PH 3B
PH 3 PH 4
PH 2
PH 3A
PH 1
261 EL CAMINO REAL POTHOLE LOCATIONS
SCALE: 1"=10'

EL CAMINO REAL
DWG NO.

JOB NO.

CALIFORNIABY
14 SAN CARLOS220065SAN MATEO COUNTY

BID SUBMITTAL
JUNE 13, 2023
2023 ANNUAL STORM IMPROVEMENT

REVISIONS BY DATE

CITY OF SAN CARLOS

PUBLIC WORKS DEPARTMENT
600 ELM STREET
SAN CARLOS, CA 94070
TEL: (650) 802-4200
WWW.CITYOFSANCARLOS.ORG
06-13-2023
LEGEND:

APPROXIMATE RIGHT-OF-WAY
05-12-2023

9.d
June 26, 2023

Packet Pg. 337

XXXXXX
X X X
X X
X
X X
X
X
X
X X X
X X X
X X X
X X X
X X X
X
X X
X
X X
X
X X
X X
X X
X X
X X
X X
X X
X X
X
243.92 JP
250.08 GM
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD

SDSDSDS
SD
SDSDSD

G G G G G G GGGGGG
G
G
G
G
G
G
2" G
W
W
W
W
W
W
W
W
3017
3015

EX DRIVEWAY
X X X
X X
X X
X X
X X
X
X X
X X
X X
X X
X X X
X X
X X
X X
X X
X X
X

X X X X X X X X X X X
X
X

X X X X X X X X X X X X X
X
X
X

X X X X
X
X
X

X X X X

X X X X X X X
X

X X X X X X X
X
X
X
X
X
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD

HEADER BOARD
3015
3017
DWG NO.

JOB NO.

CALIFORNIABY
14 SAN CARLOS220065SAN MATEO COUNTY

BID SUBMITTAL
JUNE 13, 2023
2023 ANNUAL STORM IMPROVEMENT

REVISIONS BY DATE

CITY OF SAN CARLOS

PUBLIC WORKS DEPARTMENT
600 ELM STREET
SAN CARLOS, CA 94070
TEL: (650) 802-4200
WWW.CITYOFSANCARLOS.ORG
06-13-2023
MATCH LINE: SEE BELOW MATCH LINE: SEE SHEET C2.7
MATCH LINE: SEE ABOVE
GENERAL NOTES:

ANY OF THE EXISTING STRUCTURES, IMPROVEMENTS, OR UNDERGROUND AND OVERHEAD UTILITY LINES

SHOWN ON THE DRAWINGS CONFLICT WITH THE PROPOSED CONSTRUCTION, AND WAIT FOR THE ENGINEER'S DECISION PRIOR TO BEGINNING OF THE WORK.

3. CONTRACTOR IS RESPONSIBLE FOR ENSURING APPROPRIATE CLEARANCE BETWEEN WORKING EQUIPMENT AND OVERHEAD LINES PER OSHA, CAL-OSHA, AND CALIFORNIA PUC GUIDELINES AND REQUIREMENTS.

4. CONTRACTOR IS RESPONSIBLE FOR ENSURING APPROPRIATE SHORING PER OSHA REQUIREMENTS.

5. ALL RESTORATION WORK TO BE COORDINATED WITH PROPERTY OWNER & PREFORMED TO THE SATISFACTION OF THE CITY.

6. ACCESS TO SITE LIMITED. CONTRACTOR TO ADJUST CONSTRUCTION EQUIPMENT (SIZE, WEIGHT, TYPE, ETC) ACCORDINGLY.

7. RESTORE ALL EXISTING SURFACE IMPROVEMENTS IN-KIND (CONCRETE, PAVERS, ASPHALT CONCRETE, ETC).

REMOVAL
LEGEND:

APPROXIMATE RIGHT OF WAY
CONSTRUCTION NOTES:CONSTRUCTION NOTES:

PROTECT-IN-PLACE CONCRETE PAVEMENT

SAWCUT AND REMOVE CONCRETE CURB

PROTECT-IN-PLACE TREE

PROTECT-IN-PLACE WOODEN GATE

PROTECT-IN-PLACE WOODEN FENCE

PROTECT- IN-PLACE RETAINING WALL, LANDSCAPE

REMOVE CHAINLINK FENCE AND GATE

REMOVE FENCE AND BOLLARDS

REMOVE HEADWALL
PROTECT-IN-PLACE 15" RCP

REMOVE TRASH RACK AND CONCRETE FLATWORK

REMOVE CONCRETE BARRIER

REMOVE RETAINING WALL, TARPS, SANDBAGS, STRAW WATTLES,

AND SOIL AS NEEDED

REMOVE SOIL, DEBRIS, AND BRANCHES AS NEEDED TO EXPOSE

TRASH RACK, INLET, AND RETAINING WALL
REMOVE 3'± OF SOIL FROM EXISTING GROUND, MINIMUM 1.5:1

GRADING AT THE EDGES

9.d
June 26, 2023

Packet Pg. 338

X
X
X
X
X
X
X
X
X
SD
DWG NO.

JOB NO.

CALIFORNIABY
14 SAN CARLOS220065SAN MATEO COUNTY

BID SUBMITTAL
JUNE 13, 2023
2023 ANNUAL STORM IMPROVEMENT

REVISIONS BY DATE

CITY OF SAN CARLOS

PUBLIC WORKS DEPARTMENT
600 ELM STREET
SAN CARLOS, CA 94070
TEL: (650) 802-4200
WWW.CITYOFSANCARLOS.ORG
06-13-2023
MATCH LINE: SEE SHEET C2.6
GENERAL NOTES:

1. CONTRACTOR TO FIELD VERIFY DIMENSIONS, ELEVATIONS, AND LOCATION

OF ALL EXISTING STRUCTURES, IMPROVEMENTS, UNDERGROUND AND OVERHEAD UTILITY LINES. KNOWN EXISTING UNDERGROUND UTILITIES ARE INDICATED IN THEIR APPROXIMATE LOCATION. CONTRACTOR TO

NOTIFY THE ENGINEER IF ANY OF THE EXISTING STRUCTURES,

IMPROVEMENTS, OR UNDERGROUND AND OVERHEAD UTILITY LINES

SHOWN ON THE DRAWINGS CONFLICT WITH THE PROPOSED

CONSTRUCTION, AND WAIT FOR THE ENGINEER'S DECISION PRIOR TO BEGINNING OF THE WORK.

2. KNOWN EXISTING UNDERGROUND & OVERHEAD UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION TO THE BEST OF OUR KNOWLEDGE.

CONTRACTOR SHALL EXERCISE CAUTION WHILE EXCAVATING AND

PERFORMING CONSTRUCTION IN THE VICINITY OF THE UNDERGROUND LINES. REPLACEMENT AND REPAIR TO ANY DAMAGE OF THE EXISTING UTILITY LINES SHALL BE AT CONTRACTOR'S SOLE EXPENSE.

3. CONTRACTOR IS RESPONSIBLE FOR ENSURING APPROPRIATE CLEARANCE

BETWEEN WORKING EQUIPMENT AND OVERHEAD LINES PER OSHA,
CAL-OSHA, AND CALIFORNIA PUC GUIDELINES AND REQUIREMENTS.

4. CONTRACTOR IS RESPONSIBLE FOR ENSURING APPROPRIATE SHORING PER OSHA REQUIREMENTS.

5. ALL RESTORATION WORK TO BE COORDINATED WITH PROPERTY OWNER & PREFORMED TO THE SATISFACTION OF THE CITY.

6. ACCESS TO SITE LIMITED. CONTRACTOR TO ADJUST CONSTRUCTION EQUIPMENT (SIZE, WEIGHT, TYPE, ETC) ACCORDINGLY.

7. RESTORE ALL EXISTING SURFACE IMPROVEMENTS IN-KIND (CONCRETE, PAVERS, ASPHALT CONCRETE, ETC). LANDSCAPE IRRIGATION BROKEN OR

DAMAGED BY THE CONTRACTOR'S OPERATION SHALL BE REPAIRED WITHIN 48 HOURS. PLANTS SHALL BE REPLACED IN-KIND, GRASS SHALL BE

REPLACED WITH SOD THAT CLOSELY MATCHES THE EXISTING GRASS (FESCUE, RYE, ETC). ALL RESTORATION WORK TO BE COORDINATED WITH PROPERTY OWNER & PERFORMED TO THE SATISFACTION OF THE CITY.

CONSTRUCTION NOTES:CONSTRUCTION NOTES:

PROTECT-IN-PLACE CONCRETE PAVEMENT

SAWCUT AND REMOVE CONCRETE CURB

PROTECT-IN-PLACE TREE

PROTECT-IN-PLACE WOODEN GATE

PROTECT-IN-PLACE WOODEN FENCE

PROTECT- IN-PLACE RETAINING WALL, LANDSCAPE

REMOVAL
LEGEND:

APPROXIMATE RIGHT OF WAY

REMOVE CHAINLINK FENCE AND GATE

REMOVE FENCE AND BOLLARDS

REMOVE HEADWALL
PROTECT-IN-PLACE 15" RCP

REMOVE TRASH RACK AND CONCRETE FLATWORK

REMOVE CONCRETE BARRIER

REMOVE RETAINING WALL, TARPS, SANDBAGS, STRAW WATTLES,

AND SOIL AS NEEDED

REMOVE SOIL, DEBRIS, AND BRANCHES AS NEEDED TO EXPOSE

TRASH RACK, INLET, AND RETAINING WALL
REMOVE 3'± OF SOIL FROM EXISTING GROUND, MINIMUM 1.5:1

GRADING AT THE EDGES

LOOKING SOUTH

LOOKING WEST

9.d
June 26, 2023

Packet Pg. 339

X
X
X
X
X
X
X
X
SD
255255
260 260
255
255
255
255
255
260
260
265

17.5%
-1.6%
-1.6%
-2.0%
-2.0%
-2.0%
R6.0'
R6.0'
R6.0'

6.0'

12.9'

10.0'

14.4'

19.2'

15.0'
R1.0'
1 C3.3
1 C3.3
2 C3.3
2 C3.3
3 C3.3
3 C3.3
FG 255.1
DIFF -0.4±
TW 255.0±
FG 254.6
DIFF -0.1±
FG 249.7
DIFF -0.2±
FG 249.6
DIFF -0.3±
FG 255.0
DIFF -0.5±
FG 254.7
DIFF -0.8±
TW 255.0±
FG 254.0
DIFF -0.2±
FG 254.1
DIFF -3.4±
TW255.0±
FG 254.0
DIFF -0.9±
TW 255.0±
FG 254.0
DIFF -3.0±
TW 255.0±
FG 254.0
DIFF 2.0±
FG 248.59
DIFF 0.0±

INSTALL NEW HEADWALL, SEE DETAIL

3.3'±
8" CONCRETE CHANNEL
EG
FG
FG
REPLACE EX. OVERFLOW STRUCTURE WITH

DRAIN INLET WITH SIDE OPENING, SEE DETAIL

INSTALL NEW

WEIR STRUCTURE
FG
EX. TRASH RACK
4" Ø BOLLARD,

SEE PLAN AND DETAIL

RIP RAP, SEE PLAN

AND DETAIL

EG BEFORE STORM
EX. 15" RCP
EX. HEADWALL

6.0%
4" Ø PVC

WEEP HOLE
4" Ø PVC

WEEP HOLE
INV. 246.36

6.0%

SD INLET
GRATE 252.1
SIDE OPENING 251.1
1 C3.2
2 C3.1
2 C3.2
3 C3.1
10+00 10+50 11+00
250
248
252
254
256
258
250
248
252
254
256
258
246
244
246
244
242 242
4" Ø PVC

WEEP HOLE
X SD
DWG NO.

JOB NO.

CALIFORNIABY
14 SAN CARLOS220065SAN MATEO COUNTY

BID SUBMITTAL
JUNE 13, 2023
2023 ANNUAL STORM IMPROVEMENT

REVISIONS BY DATE

CITY OF SAN CARLOS

PUBLIC WORKS DEPARTMENT
600 ELM STREET
SAN CARLOS, CA 94070
TEL: (650) 802-4200
WWW.CITYOFSANCARLOS.ORG
06-13-2023
3017 BRITTAN STORM DRAIN IMPROVEMENTS
SCALE: 1"=5'

CHANNEL PROFILE
SCALE: 1"=5'
VERTICAL SCALE: 1"=2.5'
CONSTRUCTION NOTES:CONSTRUCTION NOTES:

INSTALL CHAINLINK FENCE AND GATE

INSTALL DRAINAGE INLET WITH SIDE OPENING, SEE DETAIL

BUILD HEADWALL AND CONCRETE CHANNEL, SEE PROFILE
BELOW, SHEET C3.3, AND AND DETAIL
INSTALL 4"Ø BOLLARDS AT 1' OC. FINAL LAYOUT & LOCATION TO BE CONFIRMED IN FIELD & APPROVED BY CITY. SEE DETAIL

BUILD CONCRETE CHANNEL WALL, SEE DETAIL
GENERAL NOTES: