Gardena City Council
September 10, 2024

© 2018 California Department of Transportation. All rights reserved.

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
STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION

ENCROACHMENT PERMIT GENERAL PROVISIONS

© 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
STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION

ENCROACHMENT PERMIT GENERAL PROVISIONS

© 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 AsBuilt 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
STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION

ENCROACHMENT PERMIT GENERAL PROVISIONS

© 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
STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION

ENCROACHMENT PERMIT GENERAL PROVISIONS

© 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 STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION

ENCROACHMENT PERMIT GENERAL PROVISIONS

© 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 fortyeight (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-DWQ,
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.

APPENDIX F: REFLECTIVE STREET NAME SIGN DETAILS AND SPECIFICATIONS N0. REVISIONS DATE BY APP. ENGINEERING DIVISION
APPROVED BY :

CITY OF GARDENA
SHT. OF

PUBLIC WORKS DIRECTOR / CITY ENGINEER

DRAWN BY
AA/MC

CHECKED BY

DEPARTMENT OF PUBLIC WORKS

DESIGNED BY
F. B. REF.

LIMITS:

PROJECT :

NO.

DWG.

DATE:

DATE
UNDER THE SUPERVISION OF:

PLANS PREPARED BY:

GS
NP/KD
ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT
WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2
5/23/2024
5/23/2024
5/23/2024 47
E
GI N
L
S O
ION
FES
A

REE NIA

A IF OF C L
RO
N
P
E
IS
RET
D
ER
G
T
E AT
S
R
16842 Von Karman Avenue, Suite 150
Irvine, CA 92606 P 909.753.8111 F 909.753.0775
ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT
WESTERN AVE. TO VERMONT AVE.

PROJECT JN 935 PHASE 2

1. ALL CROSSWALKS, ARROWS, STOPBARS, AND LEGENDS SHALL BE THERMOPLASTIC MATERIAL.

2. RAISED PAVEMENT MARKERS SHALL BE CEMENTED TO THE PAVEMENT WITH HOT MELT BITUMINOUS ADHESIVE.

3. FURNISH AND INSTALL TEMPORARY MARKERS IMMEDIATELY AFTER PAVING, SPACED AT 25 ft MAXIMUM.

4. REMOVE ALL EXISTING PAVEMENT MARKINGS BY WET SANDBLASTING (CROSS WALKS, STOP LEGENDS, ETC.). EXISTING PAVEMENT MARKINGS AND STRIPINGS TO BE REMOVED ARE NOT SHOWN ON THE PLAN. FIELD VERIFY LOCATIONS.

5. REMOVE AND DISPOSE OF ALL EXISTING RAISED PAVEMENT MARKERS WITHIN THE PROJECT LIMITS. PAYMENT SHALL BE INCLUDED IN BID ITEM PRICE FOR FURNISH AND INSTALL PAVEMENT MARKERS.

6. ADJUST UTILITY VALVE COVERS, UTILITY BOXES, TRAFFIC SIGNAL BOXES, ETC. TO FINISH GRADE. PAYMENT SHALL BE INCLUDED IN ADJACENT CONSTRUCTION.

7. ALL SURVEY CENTERLINE TIES AND MONUMENTS THAT ARE DAMAGED OR REMOVED SHALL BE RE-ESTABLISHED. THE CONSTRUCTION MANAGEMENT AND INSPECTION SERVICES

DIVISION SHALL ESTABLISH CENTER LINE MONUMENTS AND TIES AT ALL STREET

INTERSECTIONS WITHIN THE PROJECT LIMITS WHERE NONE EXISTED PRIOR TO CONSTRUCTION. SEE TECHNICAL PROVISIONS.

8. PROVIDE TRAFFIC CONTROL PER TECHNICAL PROVISIONS.

9. ALL STREETS ARE DRAWN WITH BREAK LINES FOR DRAWING PURPOSES. BIDS SHALL BE BASED ON STATIONING AND FIELD VERIFICATION.

10. 24 HOUR NOTICE FOR ALL INSPECTIONS REQUIRED.

11. CATCH BASINS NOT DRAWN FOR CLARITY.

12. CONTRACTORS SHALL REMOVE AND DISPOSE OF ALL TRASH AND BROKEN BRANCHES BEFORE AND AFTER PAVING.

13. PRIOR TO CUTTING OF ANY ROOTS, CALL PARKS DIVISION AT (310)217-9564 FOR APPROVAL.

14. PROTECT ALL STORM DRAINS, CATCH BASINS, ETC. WITH SAND BAGS, FABRIC AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES.

15. STREET CENTERLINE AS SHOWN ON PLAN IS APPROXIMATE.

16. PRIOR TO ANY WORK WITHIN UPRR R/W OR ANY WORK AFFECTING GRADE CROSSING

OPERATIONS, CALL UPRR MANAGER OF PUBLIC PROJECTS REPRESENTATIVE NICK VINEYARD AT (909)222-5659.

TITLE SHEET
GENERAL NOTES:

UTILITY COMPANY CONTACTS
SERVICES CONTACT PERSON/COMPANY TELEPHONE NO.

MANUEL MIGUELES
505 MAPLE AVE
TORRANCE, CA 90503
SCE (310) 720-6086

AARON CUN
700 N LONG BEACH BLVD
COMPTON, CA 90221
(213) 231-3270

GOLDEN STATE
WATER

AT & T CATHY HURTADO
600 E GREEN ST, RM 300
PASADENA, CA 91101
(510) 645-2929

LA WATER

AND POWER

UNDERGROUND SUBSTRUCTURE DESIGN
111 N HOPE STREET, #813
LOS ANGELES, CA 90012
(213) 367-2659

LA SANITATION ENGINEERING COUNTER

LOS ANGELES SANITATION DISTRICT
P.O. BOX 4998, WHITTIER, CA 90607-4998
(562) 908-4288
TPx

COMMUNICATION

MARK DENNING
2698 WHITE RD
IRVINE CA, 92614
(949) 864-0296

MICHAEL CARBAJAL
630 E FOOTHILL BLVD
SAN DIMAS, CA 91773
(909) 394-2272

SO CAL GAS

ZAYO GROUP GEORGE HUSS
1060 HARDEES DRIVE
ABERDEEN, MD 21001

CROWN CASTLE FIBER DIG TEAM
1500 CORPORATE DR
CANONSBURG, PA 15317
(888) 632-0931
(443) 403-2023

VERIZON ASG INVESTIGATIONS TEAM
3301 MATRIX DR, STE 100
RICHARDSON, TX 75082
(732) 335-5588

CALIFORNIA

WATER SERVICE

FRANK SCOTTY
2632 W. 237TH ST
TORRANCE, CA 90505
(310) 257-1400

CITY OF LA CITY REPRESENTATIVE
1149 S BROADWAY #200
LOS ANGELES, CA 90015
(213) 847-1498

CENTURY LINK AREA REPRESENTATIVE
1025 ELDORADO BOULEVARD
BROOMFIELD, CO 80021
(877) 366-8344

CITY OF TORRANCE

WATER DEPARTMENT

ALAN BERNDT
20500 MADRONA AVE
TORRANCE, CA 90630
(310) 618-2916

WEST BASIN

MUNICIPAL

WATER DISTRICT

FRANK FUCHS
17140 S AVALON BL, #210
CARSON, CA 90746
(310) 217-2411

CITY OF GARDENA

STREET IMPROVEMENT PROJECT

ABD ABANDONED
A.C./AC ASPHALT CONCRETE

AVE AVENUE

BCR BEGIN CURB RETURN

BLVD BOULEVARD

BM BENCHMARK

BMP BEST MANAGEMENT PRACTICE

BW BACK OF SIDEWALK

C CONDUIT

CAB CRUSHED AGGREGATE BASE

CB CATCH BASIN

CF CURB FACE

CENTERLINE

COMM COMMUNICATION

C&G CURB AND GUTTER

C-C CENTER TO CENTER

DLC DETECTOR LEAD-IN
CABLE

DR DRIVE

DWY DRIVEWAY
EA/EA. EACH

ECR END CURB RETURN

E/O EAST OF

EG EDGE OF GUTTER

E/ELEC ELECTRICAL

EMH ELECTRICAL MANHOLE
EX/EX. EXISTING

FH FIRE HYDRANT

FMH FIBER MANHOLE

FS FINISHED SURFACE
G GAS

IISNS INTERNALLY ILLUMINATED STREET

NAME SIGN
L.E.D. LIGHT EMITTING DIOD
LF/L.F. LINEAR/ LINEAL FEET
LS/L.S. LUMP SUM

LT LEFT
M.A. MAST ARM
MH/M.H. MANHOLE

NAVD NORTH AMERICAN VERTICAL DATUM

NTS NOT TO SCALE

NW NORTHWEST

PP POWER POLE

PCC PORTLAND CEMENT CONCRETE

PL PLACE

PPB PEDESTRIAN PUSH BUTTON

PROPERTY LINE

PROP PROPOSED

PUD PUBLIC UTILITIES DEPARTMENT

RSP REVISED STANDARD PLAN

RT RIGHT

RR RAILROAD

R/W/ R/W RIGHT-OF-WAY

SCO SEWER CLEANOUT

S SEWER

SD STORM DRAIN

SDMD STORM DRAIN MANHOLE

SF SQUARE FEET

S'LY SOUTHERLY

SPPWC STANDARD PLANS FOR

PUBLIC WORKS CONSTRUCTION

SMH SEWER MANHOLE

S/O SOUTH OF

SS STREET SIGN

ST STREET

STA STATION
STD/STD. STANDARD

TEL TELEPHONE

TMH TELEPHONE MANHOLE

TSB TRAFFIC SIGNAL BOX

TSP TRAFFIC SIGNAL POLE

VAR VARIES

VLT VAULT

W/WTR WATER

WM WATER METER

WV WATER VALVE
ABBREVIATIONS:

PUBLIC RIGHT OF WAY
LEGEND

RECONSTRUCT SIDEWALK

RECONSTRUCT CURB & GUTTER

RECONSTRUCT DRIVEWAY

CITY BOUNDARY

FULL-DEPTH PAVEMENT RECONSTRUCTION

COLDMILL PAVEMENT PER CONSTRUCTION
NOTE 17
1 8-1059
6/5/2024
170th ST. DENKER AVE. EVELYN AVE. VAN NESS AVE. WESTERN AVE.

ST. 182 nd
ELECTRIC ST.

ARTESIA BLVD.
178TH ST.
166 th ST. NORMANDIE AVE.
169th. ST. VERMONT AVE.
91 110 PROJECT

LOCATION
JN 935 PHASE 2

VICINITY MAP

N T S NTS
6/5/2024 6/5/2024 6/5/2024 6/5/2024
GARY SOLSONA RCE 68420

DIRECTOR'S SIGNATURE ON TITLEBLOCK CONSTITUTES
SIGNATURES FOR ALL SHEETS IN THE PLAN SET.

SHEET # DESCRIPTION
1 OF 47 TITLE SHEET
2 OF 47 TYPICAL SECTIONS AND DETAILS SHEET
3 TO 6 OF 47 STREET IMPROVEMENT PLAN
DRAWING TITLE:
7 TO 11 OF 47 TRAFFIC SIGNAL MODIFICATION PLAN
12 TO 14 OF 47 SIGNING AND STRIPING PLAN
15 TO 47 OF 47 LANDSCAPE IMPROVEMENT PLAN
6/17/24
14 PROTECT IN PLACE

REMOVE, SALVAGE, AND REINSTALL SIGN AND POST IN

SAME LOCATION
1 REMOVE AND DISPOSE EXISTING ASPHALT PAVEMENT.

FOR INSTALLATION OF NEW TRAFFIC SIGNAL CONDUIT
PER TRAFFIC SIGNAL MODIFICATION PLANS. FURNISH

AND RECONSTRUCT FULL DEPTH ASPHALT PAVEMENT
PER CITY STD ST-20
2 REMOVE AND DISPOSE OF EXISTING PORTION OF MEDIAN.

FURNISH AND RECONSTRUCT MEDIAN CURB PER CITY
STD-7, DETAIL C-4, LENGTH PER PLAN
3 RECONSTRUCT AFFECTED PORTION OF

LANDSCAPE/HARDSCAPE/IRRIGATION WITHIN MEDIAN

PER LANDSCAPE PLANS
4 REMOVE AND DISPOSE OF EXISTING CURB AND/OR GUTTER.

FURNISH AND RECONSTRUCT PCC CURB AND GUTTER OVER
6” CAB PER CITY OF GARDENA STD. ST-7, DETAIL C-1
5 REMOVE AND DISPOSE OF EXISTING SIDEWALK/ PAVEMENT.

FURNISH AND RECONSTRUCT 4” PCC OVER EXISTING

RECOMPACTED SUBGRADE AND/OR NEW SIDEWALK PER
CITY STD. ST-5B
6 REMOVE AND DISPOSE OF EXISTING CONCRETE DRIVEWAY.

FURNISH AND RECONSTRUCT CONCRETE DRIVEWAY PER
CITY STD ST-1-A
7 REMOVE AND DISPOSE OF EXISTING ACCESS RAMP.

FURNISH AND RECONSTRUCT ACCESS RAMP PER MODIFIED
CITY STD. ST-18, DETAIL 8, SEE SHEET 2
8 REMOVE AND DISPOSE OF EXISTING ACCESS RAMP.

FURNISH AND RECONSTRUCT ACCESS RAMP PER SPPWC
STD 111-5, CASE D TYPE 2
9 REMOVE AND DISPOSE OF EXISTING CROSS GUTTER PANEL.

FURNISH AND RECONSTRUCT CROSS GUTTER PANEL PER
CITY STD ST-3
10 SEE LANDSCAPE DEMOLITION PLANS FOR REMOVAL OF
EXISTING HARDSCAPE. PROTECT IN PLACE EXISTING MEDIAN
CURB.
11 12 INSTALL 2" SCHEDULE 80 ELECTRICAL CONDUIT

STREET IMPROVEMENT NOTES STREET IMPROVEMENT NOTES

ADJUST MANHOLE FRAME AND COVER TO GRADE PER
CITY STD ST-9 (BY OTHERS)
15 16 ADJUST UTILITY VALVE TO GRADE (BY OTHERS)
COLDMILL PAVEMENT, 2" THICK, FULL DEPTH. REPAIR

ALL HOLES, SPALLS, JOINTS AND CRACK SEAL PER
TECHNICAL PROVISIONS. FURNISH AND CONSTRUCT 2"
THICK ARHM PG 64-16
17 REMOVE AND DISPOSE OF EXISTING ACCESS RAMP.

FURNISH AND RECONSTRUCT CURB RAMP PER MODIFIED
SPPWC STD 111-5, CASE B, TYPE 2. MODIFICATION: BACK OF

WALK PER PLAN
13 REMOVE INTERFERING PORTIONS OF EXISTING SIDEWALK
AND INSTALL 11"X17" PULLBOX (BROOKS NO. 36-PB SERIES

WITH BOLT DOWN CONCRETE COVER, OR APPROVED EQUAL)
19 TRENCH AND INSTALL 2" PVC SCHEDULE 40 CONDUIT
SLEEVE (FOR IRRIGATION) AND 1-1/2" PVC SCHEDULE 40
CONDUIT SLEEVE (FOR CONTROLLER WIRING).

BACKFILL AND RESURFACE PAVEMENT PER TRENCH
RESURFACING DETAIL 20 ON SHEET 2
20 FURNISH AND INSTALL 1-1/2" WATER METER WITH 2"

SERVICE LINE PER GOLDEN STATE WATER COMPANY
STD. DWG. NO. P-27 (400 SERIES HERSEY POSITIVE

DISPLACEMENT WITH RAPID READ REGISTRATION) AND
1-1/2" REDUCED PRESSURE PRINCIPLE BACKFLOW

PREVENTION ASSEMBLY PER DETAIL B ON IRRIGATION
DETAILS SHEET 34
21 INSTALL 20AMP CIRCUIT BREAKER IN EXISTING SERVICE

CABINET
22 INSTALL 2#12, 1#12 GND CONDUCTORS FOR

LANDSCAPING CONTROL IN TRAFFIC SIGNAL CONDUIT
23 INSTALL 2"C-2#12, 1#12 GND CONDUCTORS FOR

LANDSCAPING CONTROL
24 SAWCUT AND REMOVE 10" THICK EXISTING AC/AB
PAVEMENT AND CONSTRUCT 10" THICK AC BASE
COURSE OVER COMPACTED NATIVE (95% RELATIVE
COMPACTION) PER DETAIL 25 ON SHEET 2
25 INSTALL LOOP DETECTOR PER CALTRANS STD ES-5A AND
ES-5B. FOR THE (4) LEFT TURN LOOPS, USE (1) TYPE F
LIMIT LINE LOOP AND (3) TYPE E LOOPS AS PER CURRENT
CALTRANS STANDARD PLANS. FOR THE (4) ADVANCE
LOOPS, USE (4) TYPE E LOOPS PER CURRENT CALTRANS
STANDARD PLANS.
26 ADJUST MANHOLE FRAME AND COVER TO GRADE PER
CITY STD ST-9
27 28 ADJUST WATER VALVE TO GRADE
RELOCATE EXISTING TRAFFIC SIGNAL PULL BOX. SEE SHEET
11 FOR LOCATION OF NEW TRAFFIC SIGNAL PULL BOX
29 REMOVE AND DISPOSE OF EXISTING ACCESS RAMP.

FURNISH AND RECONSTRUCT ACCESS RAMP PER
CALTRANS STD A88A, CASE B
30 CONSTRUCT PCC MEDIAN CURB TAPER PER SPPWC STD
140-3, OFFSET "W" AND TAPER LENGTH "L" PER PLAN
31 REMOVE EXISTING AC/AB PAVEMENT AND NATIVE
MATERIAL AND CONSTRUCT 10" THICK AC BASE COURSE
OVER COMPACTED NATIVE (95% RELATIVE COMPACTION)
PER DETAIL 32 ON SHEET 2
32 INSTALL DETECTABLE WARNING SURFACE ON EXISTING
SIDEWALK (3' LONG AND FULL WIDTH OF SIDEWALK).

COLOR AND TYPE OF DETECTABLE WARNING SURFACE
SHALL COMPLY WITH CITY STD ST-18, NOTE 8
33 REMOVE AND DISPOSE OF EXISTING CURB AND/OR GUTTER.

CONSTRUCT VARIABLE HEIGHT PCC CURB AND GUTTER
OVER 6" CAB PER MODIFIED CITY OF GARDENA STD. ST-7,
DETAIL C-1. MODIFICATION: CONSTRUCT CURB HEIGHT
TRANSITION FROM 0" CF TO 6" CF, AT 4.5% MAX GRADE
18 TRAFFIC SIGNAL NOTES:

FURNISH AND INSTALL NEW BATTERY BACKUP SYSTEM COMPLETE IN NEW EXTERNAL BACKPACK CABINET.

REMOVE EXISTING 332 CABINET WITH CARE. RETURN CABINET AND ALL CONTENTS TO CITY TRAFFIC SIGNAL DIVISION.

REMOVE AND DISPOSE OF CABINET FOUNDATION COMPLETE. FURNISH AND INSTALL NEW TYPE 332 CABINET ON NEW FOUNDATION WITH NEW MODEL 2070 ATC CONTROLLER. CONTRACTOR SHALL FURNISH AND INSTALL ALL EQUIPMENT AND COMPLETE ALL CONNECTIONS FOR A FULLY FUNCTIONAL TRAFFIC SIGNAL.

REMOVE EXISTING TRAFFIC SIGNAL CABINET AND TEMPORARILY INSTALL TO MAINTAIN SIGNAL OPERATION.

REMOVE EXISTING FOUNDATION AND INSTALL NEW FOUNDATION WITH NOTED CONDUIT SIZES. REINSTALL EXISTING TRAFFIC SIGNAL CABINET.

FURNISH AND INSTALL NEW OPTICOM EMERGENCY VEHICLE PREEMPTION SENSOR ON TRAFFIC SIGNAL EQUIPMENT PER MANUFACTURER'S REQUIREMENTS.

FURNISH AND INSTALL NEW TYPE E LOOPS PER CITY OF GARDENA STANDARD DETAIL ST-24.

INSTALL CONDUIT INTO EXISTING PULL BOX.

INSTALL PULL BOX IN EXISTING CONDUIT RUN.

REMOVE AND SALVAGE EQUIPMENT.

EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR.

RELOCATE EQUIPMENT.

CONNECT NEW AND EXISTING CONDUIT. REMOVE EXISTING CONDUCTORS AND INSTALL CONDUCTORS AS INDICATED.
1 2
3 4
5 CB
BC
RS
RC
RL
CC
STRIPING NOTES:

FURNISH AND INSTALL 8" WHITE BARRIER LINE AS SHOWN PER CALTRANS STD. NO. A20D, DETAIL 38.

FURNISH AND INSTALL PAVEMENT MARKING AS SHOWN PER CALTRANS STD. PLANS A24A-A24F.

FURNISH AND INSTALL 4"X7' WHITE LANE LINE @ 17' GAP, 50' PAINT ON INTERSECTION APPROACH AND DEPARTURE PER CALTRANS STD. NO. A20A, DETAIL 9.

FURNISH AND INSTALL 12" WHITE LIMIT LINE/CROSSWALK LINE PER CALTRANS STD. NO. A24E.

FURNISH AND INSTALL 4" DOUBLE-YELLOW LINE AS SHOWN PER CALTRANS STD. NO. A20A, DETAIL 21.

FURNISH AND INSTALL 8" WHITE LINE & TYPE C RED-CLEAR RETROREFLECTIVE MARKER PER STD. NO. A20F DETAIL 42.

FURNISH AND INSTALL GRADE CROSSING PAVEMENT MARKING PER CA MUTCD SECTION 8B.27.

FURNISH AND INSTALL 6" WHITE LINE PER STD. NO. A20D DETAIL 40.

REMOVE CONFLICTING STRIPING AND/OR PAVEMENT MARKING.

FURNISH AND INSTALL 12" WHITE CHEVRON LINE @ C-C DISTANCE AS SHOWN. 1 2
3 4
5 6
7 8
9 10
(ASSUMED EX CROWN LOCATION)

EX PAVEMENT SECTION

EX PAVEMENT SECTION

EX MEDIAN CURB
6"
1% MIN
TO 2%
MAX
EXIST 6" CF

PROP PAVEMENT FS
VARIES 2' TO 14'
3 4 JOIN EX
VARIES
11' TO 15'
VARIES 2.9' N/O TO 10.4' S/O
10" THICK AC

BASE COURSE
(ASSUMED EX CROWN LOCATION)

EX PAVEMENT SECTION

EX PAVEMENT SECTION

EX MEDIAN
CURB
6"
1% MIN
TO 2%
MAX EXIST 6" CF

PROP PAVEMENT
FS
VARIES
3' TO 9'
3 4 JOIN EX
VARIES
2' TO 4'
VARIES 1.0' N/O TO 7.5' S/O
10" THICK AC

BASE COURSE
N0. REVISIONS DATE BY APP. ENGINEERING DIVISION
APPROVED BY :

CITY OF GARDENA
SHT. OF

PUBLIC WORKS DIRECTOR / CITY ENGINEER

DRAWN BY
AA/MC

CHECKED BY

DEPARTMENT OF PUBLIC WORKS

DESIGNED BY
F. B. REF.

LIMITS:

PROJECT :

NO.

DWG.

DATE:

DATE
UNDER THE SUPERVISION OF:

PLANS PREPARED BY:

GS
NP/KD
ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT
WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2
5/21/2024
5/21/2024
5/21/2024 47
E
GI N
L
S O
ION
FES
A

REE NIA

A IF OF C L
RO
N
P
E
IS
RET
D
ER
G
T
E AT
S
R
16842 Von Karman Avenue, Suite 150
Irvine, CA 92606 P 909.753.8111 F 909.753.0775 TYPICAL SECTIONS AND DETAILS SHEET

EX CURB AND GUTTER

EX CURB AND GUTTER
VARIES 9' TO 10' VARIES 45' TO 58' VARIES 43' TO 45' VARIES 10' TO 12'

EX CURB AND GUTTER EX CURB AND GUTTER
VARIES 10' TO 24' VARIES 44' TO 64' VARIES 45' TO 64' VARIES 11' TO 12'

WESTERN AVE TO DALTON AVE
NTS

DALTON AVE TO NORMANDIE AVE
NTS

ARTESIA BLVD EX
CF
EX
S'LY
RW
EX
CF
EX
N'LY
RW

EX CURB AND GUTTER EX CURB AND GUTTER
VARIES 3' TO 8' VARIES 65' TO 73' 72' VARIES 5' TO 25'

NORMANDIE TO VERMONT AVE
NTS

ARTESIA BLVD

ARTESIA BLVD

ARTESIA BLVD
17 17 *
* EX MEDIAN *

EX MEDIAN *
* EX MEDIAN
EX
CF
EX
S'LY
RW
EX
CF
EX
N'LY
RW
EX
CF
EX
S'LY
RW
EX
CF
EX
N'LY
RW

TYPICAL SECTION DETAIL
NTS
MODIFIED CITY OF GARDENA STD ST-18
NTS
8 17
17 17
17 *
*

ARTESIA BLVD

ARTESIA BLVD
11 4 3
*
11 4 3
*
11 4 3
*
* LOCATION PER PLAN
* LOCATION PER PLAN
* LOCATION PER PLAN
5 *
5 *
5 *
5 *
5 *
5 *

WIDTH PER PLAN

EXISTING AC FS SAWCUT
REMOVE 10" EXISTING

AC/AB/FABRIC &
CONSTRUCT 10" AC

BASE COURSE IN
MULTIPLE LIFTS SAWCUT1. SAWCUT EXISTING AC PAVEMENT
MINIMUM 1-1/2" DEEP.

2. EXCAVATE AND REMOVE EXISTING AC
PAVEMENT AND BASE MATERIAL TO 10"
BELOW EXISTING GRADE. COMPACT
TOP 1 FT OF SUBGRADE TO MINIMUM
95% RELATIVE COMPACTION.

3. CONSTRUCT 10" AC BASE COURSE AT
MINIMUM 95% RELATIVE COMPACTION.

NOTES

DIGOUT REPAIR AREA DETAIL
NTS
25 SAND COMPACTED TO 95% (SE>30) MIN.

MATCH EXIST STRUCTURAL SECTION
OR PLACE 11
2 SACK SLURRY MIX
GRIND 2" AC AND CONSTRUCT 2" AC
6"

TRENCH WIDTH
MIN.
6"
MIN.
12" 12" 12" 36" MIN.
4" TYP.

BOTH SIDES
2"
TYP.

MATCH STRUCTURAL SECTION PLUS 1"
1-1 1/2" PVC SCH. 40 SLEEVE FOR

IRRIGATION MAINLINE
2" PVC SCH. 40 SLEEVE
FOR CONTROL WIRES 1"

CONTACT
JOINT
4"
MIN.

TRENCH RESURFACING DETAIL
NTS
20 TRENCH RESURFACING IN ASPHALT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.5, EXCEPT THAT:
(A) ASPHALT CONCRETE SHALL BE PLACED IN LIFTS NOT TO EXCEED 4" THICK. (B) APPLY TACK COAT TO SEAL THE CONTACT JOINT AND ADJACENT MILLED SURFACES TO BE OVERLAID.

NOTES
25 * 25*
25 *
17 17 *
*
VARIES 2' TO 16'
VARIES 2' TO 18'
VARIES 2' TO 27'
6 * 6*
6 * 6*
6 * 6*
5' VARIES 5' TO 22'
25 *
VARIES 5' TO 27'
25 *
VARIES 3' TO 25' VARIES 3' TO 12'

PROPOSED PAVEMENT

RECONSTRUCTION AT LEFT TURN POCKET
NTS

ARTESIA BLVD
STA 61+14 TO STA 62+04
STA 94+38 TO STA 96+41

ARTESIA BLVD
STA 83+78 TO STA 85+63
32 2 8-1059
6/5/2024 6/5/2024 6/5/2024 6/5/2024 6/5/2024
GARY SOLSONA RCE 68420
SEE SHEET 1 FOR SIGNATURE
SEE SHEET 1

FOR DATE
9' 53' 56' 10' 43' 47' 109'

CITY OF GARDENA

CITY OF TORRANCE
8 INTERSECTION
50+00 ARTESIA BLVD=
WESTERN AVE 50+30 BEGIN IMPROVEMENTS

CITY RIGHT OF WAY

CITY RIGHT
OF WAY
RAMP 51+37 57' 52+00 52+67 52+85 52+91 53+02 53+12 50+76 50+85 5' 52+12 52+23 6 6
6 14
17 17
25 25
25 25
27 10' 21' 10' 59' 10' 54' 68' 10' 44' 58' 36' 7' 122' 10' 54' 10' 44' 46' 48' 6' 36' 110' 56'

CITY RIGHT OF WAY
L=92'
8 8

SEE MEDIAN HARDSCAPE / LANDSCAPE

AND IRRIGATION DEMOLITION AND
IMPROVEMENTS PER SHEET 15 TO 47
(TYP)
2 EA
8 8
RAMP CITY RIGHT OF WAY W=25', X=4' ℄ DWY 56+29 56+02 56+53 57+58 57+5859+88 60+30 61+90 61+95 7 61+14 BEG TAPER JOIN EX CURB 62+04 JOIN EX CURB 2' 14' 5' 56+85 6 6
32 2
2 4 3
17 11 11 11 11
11 14 6 25
5 6
27 16
16 28
25 25
1 W=12' L=60'
31 17 10' 2'
14 PROTECT IN PLACE
REMOVE AND DISPOSE EXISTING ASPHALT PAVEMENT.

FOR INSTALLATION OF NEW TRAFFIC SIGNAL CONDUIT
PER TRAFFIC SIGNAL MODIFICATION PLANS. FURNISH

AND RECONSTRUCT FULL DEPTH ASPHALT PAVEMENT
PER CITY STD ST-20
2 REMOVE AND DISPOSE OF EXISTING PORTION OF MEDIAN.

FURNISH AND RECONSTRUCT MEDIAN CURB PER CITY
STD-7, DETAIL C-4, LENGTH PER PLAN
3 RECONSTRUCT AFFECTED PORTION OF

LANDSCAPE/HARDSCAPE/IRRIGATION WITHIN MEDIAN

PER LANDSCAPE PLANS
4 REMOVE AND DISPOSE OF EXISTING CURB AND/OR GUTTER.

FURNISH AND RECONSTRUCT PCC CURB AND GUTTER OVER
6” CAB PER CITY OF GARDENA STD. ST-7, DETAIL C-1
5 REMOVE AND DISPOSE OF EXISTING SIDEWALK/ PAVEMENT.

FURNISH AND RECONSTRUCT 4” PCC OVER EXISTING

RECOMPACTED SUBGRADE AND/OR NEW SIDEWALK PER
CITY STD. ST-5B
6 REMOVE AND DISPOSE OF EXISTING CONCRETE DRIVEWAY.

FURNISH AND RECONSTRUCT CONCRETE DRIVEWAY PER
CITY STD ST-1-A
7 REMOVE AND DISPOSE OF EXISTING ACCESS RAMP.

FURNISH AND RECONSTRUCT ACCESS RAMP PER MODIFIED
CITY STD. ST-18, DETAIL 8, SEE SHEET 2
8 SEE LANDSCAPE DEMOLITION PLANS FOR REMOVAL OF
EXISTING HARDSCAPE. PROTECT IN PLACE EXISTING MEDIAN
CURB.
11 STREET IMPROVEMENT NOTES STREET IMPROVEMENT NOTES STREET IMPROVEMENT NO SAWCUT AND REMOVE 10" THICK EXISTING AC/AB
16 ADJUST UTILITY VALVE TO GRADE (BY OTHERS)
COLDMILL PAVEMENT, 2" THICK, FULL DEPTH. REPAIR

ALL HOLES, SPALLS, JOINTS AND CRACK SEAL PER
TECHNICAL PROVISIONS. FURNISH AND CONSTRUCT 2"
THICK ARHM PG 64-16
17 SAWCUT AND REMOVE 10" THICK EXISTING AC/AB
PAVEMENT AND CONSTRUCT 10" THICK AC BASE
COURSE OVER COMPACTED NATIVE (95% RELATIVE
COMPACTION) PER DETAIL 25 ON SHEET 2
25 ADJUST MANHOLE FRAME AND COVER TO GRADE PER
CITY STD ST-9
27 28 ADJUST WATER VALVE TO GRADE
THICK ARHM PG 64-16

CONSTRUCT PCC MEDIAN CURB TAPER PER SPPWC STD
140-3, OFFSET "W" AND TAPER LENGTH "L" PER PLAN
31 REMOVE EXISTING AC/AB PAVEMENT AND NATIVE
MATERIAL AND CONSTRUCT 10" THICK AC BASE COURSE
OVER COMPACTED NATIVE (95% RELATIVE COMPACTION)
PER DETAIL 32 ON SHEET 2
32 N0. REVISIONS DATE BY APP. ENGINEERING DIVISION
APPROVED BY :

CITY OF GARDENA
SHT. OF

PUBLIC WORKS DIRECTOR / CITY ENGINEER

DRAWN BY
AA/MC

CHECKED BY

DEPARTMENT OF PUBLIC WORKS

DESIGNED BY
F. B. REF.

LIMITS:

PROJECT :

NO.

DWG.

DATE:

DATE
UNDER THE SUPERVISION OF:

PLANS PREPARED BY:

GS
NP/KD
ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT
WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2
5/21/2024
5/21/2024
5/21/2024 47
E
GI N
L
S O
ION
FES
A

REE NIA

A IF OF C L
RO
N
P
E
IS
RET
D
ER
G
T
E AT
S
R
16842 Von Karman Avenue, Suite 150
Irvine, CA 92606 P 909.753.8111 F 909.753.0775 MATCH LINE 54+00 SEE BOTTOM LEFT MATCH LINE 54+00 SEE TOP RIGHT MATCH LINE 62+70 SEE SHEET 4 PUBLIC RIGHT OF WAY
LEGEND

RECONSTRUCT SIDEWALK

RECONSTRUCT CURB & GUTTER

RECONSTRUCT DRIVEWAY

CITY BOUNDARY

FULL-DEPTH PAVEMENT RECONSTRUCTION

STREET IMPROVEMENT PLAN

ARTESIA BOULEVARD

ARTESIA BOULEVARD WESTERN AVENUE GARDENA MARKET PLACE MAGNOLIA WAY

1. ALL CROSSWALKS, ARROWS, STOPBARS, AND LEGENDS SHALL BE THERMOPLASTIC MATERIAL.

2. RAISED PAVEMENT MARKERS SHALL BE CEMENTED TO THE PAVEMENT WITH HOT MELT BITUMINOUS ADHESIVE.

3. FURNISH AND INSTALL TEMPORARY MARKERS IMMEDIATELY AFTER PAVING, SPACED AT 25 ft MAXIMUM.

4. REMOVE ALL EXISTING PAVEMENT MARKINGS BY WET SANDBLASTING (CROSS WALKS, STOP LEGENDS, ETC.). EXISTING PAVEMENT MARKINGS AND STRIPINGS TO BE REMOVED ARE NOT SHOWN ON THE PLAN. FIELD VERIFY LOCATIONS.

5. REMOVE AND DISPOSE OF ALL EXISTING RAISED PAVEMENT MARKERS WITHIN THE PROJECT LIMITS. PAYMENT SHALL BE INCLUDED IN BID ITEM PRICE FOR FURNISH AND INSTALL PAVEMENT MARKERS.

6. ADJUST UTILITY VALVE COVERS, UTILITY BOXES, TRAFFIC SIGNAL BOXES, ETC. TO FINISH GRADE. PAYMENT SHALL BE INCLUDED IN ADJACENT CONSTRUCTION.

7. ALL SURVEY CENTERLINE TIES AND MONUMENTS THAT ARE DAMAGED OR REMOVED SHALL BE RE-ESTABLISHED. THE SURVEYOR SHALL ALSO ESTABLISH CENTER LINE MONUMENTS AND

TIES AT ALL STREET INTERSECTIONS WITHIN THE PROJECT LIMITS WHERE NONE EXISTED PRIOR TO CONSTRUCTION. SEE TECHNICAL PROVISIONS.

8. PROVIDE TRAFFIC CONTROL PER TECHNICAL PROVISIONS.

9. ALL STREETS ARE DRAWN WITH BREAK LINES FOR DRAWING PURPOSES. BIDS SHALL BE BASED ON STATIONING AND FIELD VERIFICATION.

10. 24 HOUR NOTICE FOR ALL INSPECTIONS REQUIRED.

11. CATCH BASINS NOT DRAWN FOR CLARITY.

12. CONTRACTORS SHALL REMOVE AND DISPOSE OF ALL TRASH AND BROKEN BRANCHES BEFORE AND AFTER PAVING.

13. PRIOR TO CUTTING OF ANY ROOTS, CALL PARKS DIVISION AT (310)217-9564 FOR APPROVAL.

14. PROTECT ALL STORM DRAINS, CATCH BASINS, ETC. WITH SAND BAGS, FABRIC AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES.

15. STREET CENTERLINE AS SHOWN ON PLAN IS APPROXIMATE.

16. PRIOR TO ANY WORK WITHIN UPRR R/W OR ANY WORK AFFECTING GRADE CROSSING

OPERATIONS, CALL UPRR MANAGER OF PUBLIC PROJECTS REPRESENTATIVE NICK VINEYARD AT (909)222-5659.

GENERAL NOTES:

COLDMILL PAVEMENT PER CONSTRUCTION
NOTE 17
3 6/5/2024

SD W WESTERN AVE NORMANDIE AVE VERMONT AVE
KEYMAP
SCALE: NTS
6/5/2024 6/5/2024 6/5/2024 6/5/2024
GARY SOLSONA RCE 68420
SEE SHEET 1 FOR SIGNATURE
SEE SHEET 1

FOR DATE
9 8 9 CITY RIGHT OF WAY CITY RIGHT OF WAY RAMP
W=12', X=4' ℄ DWY 74+55 7
74+37
70+46
70+78
74+57 5'
76+55
77+61
22'
77+77
27'
70+05 6 6 5 5 25 25 14 17 17 17 17 11 11 11 25 27 27 27 6 17 2'
2' 51'
5'
90'
57' 55'
12' 45' 44'
10'
36' 48'
112'
57' 54'
12' 45' 45' 57' 35' 36'
5'
10'
48' 37'
112'
VARIES CITY RIGHT OF WAY 8 9 PB PB SEE MEDIAN HARDSCAPE / LANDSCAPE AND IRRIGATION DEMOLITION AND IMPROVEMENTS PER SHEET 15 TO 47 SEE MEDIAN HARDSCAPE / LANDSCAPE AND IRRIGATION DEMOLITION AND IMPROVEMENTS PER SHEET 15 TO 47 (TYP) 8 (3) 30 RAMP RAMP CITY RIGHT OF WAY RAMP RAMP RAMP RAMP W=20', X=4' ℄
63+14
63+18
DWY 63+00 7
63+52
64+15
64+48
64+88 5'
62+98
63+04
10'
6'
63+83
63+88
W=12', X=4' ℄ DWY 64+95 7
6'
65+64
65+70
66+75
69+32
69+58
69+71
69+86
69+99 105 5 25 2 2 2 14 14 14 17 17 11 11 11 11 11 23 12 20 22 25 25 5 6 6 6 14 27 27 27 27 28 28 6 6 14 14 1 69+30 19
69+70 19
63+32
10'
17'
2' 4' (TYP.) 4' (TYP.) 14 PROTECT IN PLACE REMOVE AND DISPOSE EXISTING ASPHALT PAVEMENT. FOR INSTALLATION OF NEW TRAFFIC SIGNAL CONDUIT PER TRAFFIC SIGNAL MODIFICATION PLANS. FURNISH AND RECONSTRUCT FULL DEPTH ASPHALT PAVEMENT PER CITY STD ST-20 2 REMOVE AND DISPOSE OF EXISTING CURB AND/OR GUTTER. FURNISH AND RECONSTRUCT PCC CURB AND GUTTER OVER 6” CAB PER CITY OF GARDENA STD. ST-7, DETAIL C-1 5 REMOVE AND DISPOSE OF EXISTING SIDEWALK/ PAVEMENT. FURNISH AND RECONSTRUCT 4” PCC OVER EXISTING RECOMPACTED SUBGRADE AND/OR NEW SIDEWALK PER CITY STD. ST-5B 6 REMOVE AND DISPOSE OF EXISTING CONCRETE DRIVEWAY. FURNISH AND RECONSTRUCT CONCRETE DRIVEWAY PER CITY STD ST-1-A 7 REMOVE AND DISPOSE OF EXISTING ACCESS RAMP. FURNISH AND RECONSTRUCT ACCESS RAMP PER MODIFIED CITY STD. ST-18, DETAIL 8, SEE SHEET 2 8 REMOVE AND DISPOSE OF EXISTING ACCESS RAMP. FURNISH AND RECONSTRUCT ACCESS RAMP PER SPPWC STD 111-5, CASE D TYPE 2 9 REMOVE AND DISPOSE OF EXISTING CROSS GUTTER PANEL. FURNISH AND RECONSTRUCT CROSS GUTTER PANEL PER CITY STD ST-3 10 SEE LANDSCAPE DEMOLITION PLANS FOR REMOVAL OF EXISTING HARDSCAPE. PROTECT IN PLACE EXISTING MEDIAN CURB. 1112 INSTALL 2" SCHEDULE 80 ELECTRICAL CONDUIT STREET IMPROVEMENT NOTES COLDMILL PAVEMENT, 2" THICK, FULL DEPTH. REPAIR ALL HOLES, SPALLS, JOINTS AND CRACK SEAL PER TECHNICAL PROVISIONS. FURNISH AND CONSTRUCT 2" THICK ARHM PG 64-16 17 REMOVE INTERFERING PORTIONS OF EXISTING SIDEWALK AND INSTALL 11"X17" PULLBOX (BROOKS NO. 36-PB SERIES WITH BOLT DOWN CONCRETE COVER, OR APPROVED EQUAL) 19 REMOVE, SALVAGE, AND REINSTALL SIGN AND POST IN SAME LOCATION 1 TRENCH AND INSTALL 2" PVC SCHEDULE 40 CONDUIT SLEEVE (FOR IRRIGATION) AND 1-1/2" PVC SCHEDULE 40 CONDUIT SLEEVE (FOR CONTROLLER WIRING). BACKFILL AND RESURFACE PAVEMENT PER TRENCH RESURFACING DETAIL 20 ON SHEET 2 20 INSTALL 20AMP CIRCUIT BREAKER IN EXISTING SERVICE CABINET 22 INSTALL 2#12, 1#12 GND CONDUCTORS FOR LANDSCAPING CONTROL IN TRAFFIC SIGNAL CONDUIT 23 SAWCUT AND REMOVE 10" THICK EXISTING AC/AB PAVEMENT AND CONSTRUCT 10" THICK AC BASE COURSE OVER COMPACTED NATIVE (95% RELATIVE COMPACTION) PER DETAIL 25 ON SHEET 2 25 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD ST-9 2728 ADJUST WATER VALVE TO GRADE REMOVE AND DISPOSE OF EXISTING ACCESS RAMP. FURNISH AND RECONSTRUCT ACCESS RAMP PER CALTRANS STD A88A, CASE B 30 N0. REVISIONS DATE BY APP. ENGINEERING DIVISION APPROVED BY : CITY OF GARDENA SHT. OF PUBLIC WORKS DIRECTOR / CITY ENGINEER DRAWN BY AA/MC CHECKED BY DEPARTMENT OF PUBLIC WORKS DESIGNED BY F. B. REF. LIMITS: PROJECT : NO. DWG. DATE: DATE UNDER THE SUPERVISION OF: PLANS PREPARED BY: GSNP/KD ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2 5/21/2024 5/21/2024 5/21/2024 47 E GI N L S O ION FES A REE NIA A IF OF C L RO N P E IS RET D ER G T E AT S R 16842 Von Karman Avenue, Suite 150 Irvine, CA 92606 P 909.753.8111 F 909.753.0775 MATCH LINE 70+00

SEE BOTTOM LEFT

SEE TOP RIGHT
MATCH LINE 70+00
SEE SHEET 5
MATCH LINE 78+60
SEE SHEET 3
MATCH LINE 62+70 ARTESIA SQUARE STREET IMPROVEMENT PLAN ARTESIA BOULEVARD ARTESIA BOULEVARD PRIVATE DWY

PRIVATE
ALLEY
DENKER
AVENUE
DALTON
AVENUE PUBLIC RIGHT OF WAY RECONSTRUCT SIDEWALK RECONSTRUCT CURB & GUTTER RECONSTRUCT DRIVEWAY CITY BOUNDARY FULL-DEPTH PAVEMENT RECONSTRUCTION 1. ALL CROSSWALKS, ARROWS, STOPBARS, AND LEGENDS SHALL BE THERMOPLASTIC MATERIAL. 2. RAISED PAVEMENT MARKERS SHALL BE CEMENTED TO THE PAVEMENT WITH HOT MELT BITUMINOUS ADHESIVE. 3. FURNISH AND INSTALL TEMPORARY MARKERS IMMEDIATELY AFTER PAVING, SPACED AT 25 ft MAXIMUM. 4. REMOVE ALL EXISTING PAVEMENT MARKINGS BY WET SANDBLASTING (CROSS WALKS, STOP LEGENDS, ETC.). EXISTING PAVEMENT MARKINGS AND STRIPINGS TO BE REMOVED ARE NOT SHOWN ON THE PLAN. FIELD VERIFY LOCATIONS. 5. REMOVE AND DISPOSE OF ALL EXISTING RAISED PAVEMENT MARKERS WITHIN THE PROJECT LIMITS. PAYMENT SHALL BE INCLUDED IN BID ITEM PRICE FOR FURNISH AND INSTALL PAVEMENT MARKERS. 6. ADJUST UTILITY VALVE COVERS, UTILITY BOXES, TRAFFIC SIGNAL BOXES, ETC. TO FINISH GRADE. PAYMENT SHALL BE INCLUDED IN ADJACENT CONSTRUCTION. 7. ALL SURVEY CENTERLINE TIES AND MONUMENTS THAT ARE DAMAGED OR REMOVED SHALL BE RE-ESTABLISHED. THE SURVEYOR SHALL ALSO ESTABLISH CENTER LINE MONUMENTS AND TIES AT ALL STREET INTERSECTIONS WITHIN THE PROJECT LIMITS WHERE NONE EXISTED PRIOR TO CONSTRUCTION. SEE TECHNICAL PROVISIONS. 8. PROVIDE TRAFFIC CONTROL PER TECHNICAL PROVISIONS. 9. ALL STREETS ARE DRAWN WITH BREAK LINES FOR DRAWING PURPOSES. BIDS SHALL BE BASED ON STATIONING AND FIELD VERIFICATION. 10. 24 HOUR NOTICE FOR ALL INSPECTIONS REQUIRED. 11. CATCH BASINS NOT DRAWN FOR CLARITY. 12. CONTRACTORS SHALL REMOVE AND DISPOSE OF ALL TRASH AND BROKEN BRANCHES BEFORE AND AFTER PAVING. 13. PRIOR TO CUTTING OF ANY ROOTS, CALL PARKS DIVISION AT (310)217-9564 FOR APPROVAL. 14. PROTECT ALL STORM DRAINS, CATCH BASINS, ETC. WITH SAND BAGS, FABRIC AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES. 15. STREET CENTERLINE AS SHOWN ON PLAN IS APPROXIMATE. 16. PRIOR TO ANY WORK WITHIN UPRR R/W OR ANY WORK AFFECTING GRADE CROSSING OPERATIONS, CALL UPRR MANAGER OF PUBLIC PROJECTS REPRESENTATIVE NICK VINEYARD AT (909)222-5659. GENERAL NOTES: COLDMILL PAVEMENT PER CONSTRUCTION NOTE 17 4 LEGEND SD W

WESTERN AVE

NORMANDIE AVE
VERMONT AVE KEYMAP SCALE: NTS 6/5/2024 6/5/2024 6/5/2024 6/5/2024 6/5/2024 GARY SOLSONA RCE 68420 SEE SHEET 1 FOR SIGNATURE SEE SHEET 1 FOR DATE 11'
8'
87' 73'
15' 72' 65'
52' 74'
161'
24'
75' 71'
11' 64' 64'
10' 54'
146' 79' 92' 60' UPRR RIGHT OF WAY CITY RIGHT OF WAY 8 13 8 13 9 9 9 CITY RIGHT OF WAY RAMP INTERSECTION 80+91.93 ARTESIA BLVD= NORMANDIE AVE 83+72
83+82
84+54
84+68
83+07
83+12
83+42
83+78

JOIN EX CURB
85+63

BEG TAPER

JOIN EX CURB
9'
3' 6 6 5 5 2 25 32 2 2 6 4 4 2 14 25 3 17 25 17 11 11 11 27 27 2725 W=6'
L=90' L=185' 3 31 33 2 33 33 17 17 17 17 25
2'
2'
2' 2'
37' JOIN EX.
41' JOIN EX. DOT # 760511G 12' 80+33 ~ 0" CF 2' 6 12' EX TRAFFIC SIGNAL CABINET 5' 2'4' 5' GRADE CROSSING 14 WARNING DEVICE AND FLASHERS EX CONCRETE PANELS AT RAILROAD CROSSING 14 GRADE CROSSING WARNING DEVICE AND FLASHERS 80+22 ~ 6" CF 185 END 4.5% MAX
80+02
JOIN EX. 5 BEG 66 2525 2' 2' 4' TYP.
5'
82' 77'
10' 69' 69'
5' 50'
158' 5' 9 8 9 9 9 9 SEE MEDIAN HARDSCAPE / LANDSCAPE AND IRRIGATION DEMOLITION AND IMPROVEMENTS PER SHEET 15 TO 47 (TYP) CITY RIGHT OF WAY 86+74
86+82
86+90
86+95
87+15
87+25
87+45
87+51
88+38
88+47
90+60
90+85
86+93
86+98
92+50
92+59 6 6 6 6 525 2 2 2 2 2 4 4 17 17 11 11 11 11 11 6 6 6 90+70
90+78
2' 14 PROTECT IN PLACE REMOVE AND DISPOSE EXISTING ASPHALT PAVEMENT. FOR INSTALLATION OF NEW TRAFFIC SIGNAL CONDUIT PER TRAFFIC SIGNAL MODIFICATION PLANS. FURNISH AND RECONSTRUCT FULL DEPTH ASPHALT PAVEMENT PER CITY STD ST-20 2 REMOVE AND DISPOSE OF EXISTING PORTION OF MEDIAN. FURNISH AND RECONSTRUCT MEDIAN CURB PER CITY STD-7, DETAIL C-4, LENGTH PER PLAN 3 RECONSTRUCT AFFECTED PORTION OF LANDSCAPE/HARDSCAPE/IRRIGATION WITHIN MEDIAN PER LANDSCAPE PLANS 4 REMOVE AND DISPOSE OF EXISTING CURB AND/OR GUTTER. FURNISH AND RECONSTRUCT PCC CURB AND GUTTER OVER 6” CAB PER CITY OF GARDENA STD. ST-7, DETAIL C-1 5 REMOVE AND DISPOSE OF EXISTING SIDEWALK/ PAVEMENT. FURNISH AND RECONSTRUCT 4” PCC OVER EXISTING RECOMPACTED SUBGRADE AND/OR NEW SIDEWALK PER CITY STD. ST-5B 6 REMOVE AND DISPOSE OF EXISTING ACCESS RAMP. FURNISH AND RECONSTRUCT ACCESS RAMP PER MODIFIED CITY STD. ST-18, DETAIL 8, SEE SHEET 2 8 REMOVE AND DISPOSE OF EXISTING ACCESS RAMP. FURNISH AND RECONSTRUCT ACCESS RAMP PER SPPWC STD 111-5, CASE D TYPE 2 9 SEE LANDSCAPE DEMOLITION PLANS FOR REMOVAL OF EXISTING HARDSCAPE. PROTECT IN PLACE EXISTING MEDIAN CURB. 11 REMOVE AND DISPOSE OF EXISTING ACCESS RAMP. FURNISH AND RECONSTRUCT CURB RAMP PER MODIFIED SPPWC STD 111-5, CASE B, TYPE 2. MODIFICATION: BACK OF WALK PER PLAN 13 STREET IMPROVEMENT NOTESSTREET IMPROVEMENT NOTE SAWCUT AND REMOVE 10" THICK EXISTING AC/AB PAVEMENT AND CONSTRUCT 10" THICK AC BASE COURSE OVER COMPACTED NATIVE (95% RELATIVE COMPACTION) PER DETAIL 25 ON SHEET 2 25 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD ST-9 27 COLDMILL PAVEMENT, 2" THICK, FULL DEPTH. REPAIR ALL HOLES, SPALLS, JOINTS AND CRACK SEAL PER TECHNICAL PROVISIONS. FURNISH AND CONSTRUCT 2" THICK ARHM PG 64-16 17 CONSTRUCT PCC MEDIAN CURB TAPER PER SPPWC STD 140-3, OFFSET "W" AND TAPER LENGTH "L" PER PLAN 31 REMOVE EXISTING AC/AB PAVEMENT AND NATIVE MATERIAL AND CONSTRUCT 10" THICK AC BASE COURSE OVER COMPACTED NATIVE (95% RELATIVE COMPACTION) PER DETAIL 32 ON SHEET 2 32 INSTALL DETECTABLE WARNING SURFACE ON EXISTING SIDEWALK (3' LONG AND FULL WIDTH OF SIDEWALK). COLOR AND TYPE OF DETECTABLE WARNING SURFACE SHALL COMPLY WITH CITY STD ST-18, NOTE 8 33 REMOVE AND DISPOSE OF EXISTING CURB AND/OR GUTTER. CONSTRUCT VARIABLE HEIGHT PCC CURB AND GUTTER OVER 6" CAB PER MODIFIED CITY OF GARDENA STD. ST-7, DETAIL C-1. MODIFICATION: CONSTRUCT CURB HEIGHT TRANSITION FROM 0" CF TO 6" CF, AT 4.5% MAX GRADE 18 N0. REVISIONS DATE BY APP. ENGINEERING DIVISION APPROVED BY : CITY OF GARDENA SHT. OF PUBLIC WORKS DIRECTOR / CITY ENGINEER DRAWN BY AA/MC CHECKED BY DEPARTMENT OF PUBLIC WORKS DESIGNED BY F. B. REF. LIMITS: PROJECT : NO. DWG. DATE: DATE UNDER THE SUPERVISION OF: PLANS PREPARED BY: GSNP/KD ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2 5/23/2024 5/23/2024 5/23/2024 47 E GI N L S O ION FES A REE NIA A IF OF C L RO N P E IS RET D ER G T E AT S R 16842 Von Karman Avenue, Suite 150 Irvine, CA 92606 P 909.753.8111 F 909.753.0775

SEE BOTTOM LEFT
MATCH LINE 86+00
MATCH LINE 86+00

SEE TOP RIGHT
MATCH LINE 94+00
SEE SHEET 6
MATCH LINE 78+60
SEE SHEET 4 ARTESIA BOULEVARD NORMANDIE

AVENUE ARTESIA BOULEVARD GATEWAY
GATEWAY PUBLIC RIGHT OF WAY LEGEND RECONSTRUCT SIDEWALK RECONSTRUCT CURB & GUTTER RECONSTRUCT DRIVEWAY CITY BOUNDARY FULL-DEPTH PAVEMENT RECONSTRUCTION 1. ALL CROSSWALKS, ARROWS, STOPBARS, AND LEGENDS SHALL BE THERMOPLASTIC MATERIAL. 2. RAISED PAVEMENT MARKERS SHALL BE CEMENTED TO THE PAVEMENT WITH HOT MELT BITUMINOUS ADHESIVE. 3. FURNISH AND INSTALL TEMPORARY MARKERS IMMEDIATELY AFTER PAVING, SPACED AT 25 ft MAXIMUM. 4. REMOVE ALL EXISTING PAVEMENT MARKINGS BY WET SANDBLASTING (CROSS WALKS, STOP LEGENDS, ETC.). EXISTING PAVEMENT MARKINGS AND STRIPINGS TO BE REMOVED ARE NOT SHOWN ON THE PLAN. FIELD VERIFY LOCATIONS. 5. REMOVE AND DISPOSE OF ALL EXISTING RAISED PAVEMENT MARKERS WITHIN THE PROJECT LIMITS. PAYMENT SHALL BE INCLUDED IN BID ITEM PRICE FOR FURNISH AND INSTALL PAVEMENT MARKERS. 6. ADJUST UTILITY VALVE COVERS, UTILITY BOXES, TRAFFIC SIGNAL BOXES, ETC. TO FINISH GRADE. PAYMENT SHALL BE INCLUDED IN ADJACENT CONSTRUCTION. 7. ALL SURVEY CENTERLINE TIES AND MONUMENTS THAT ARE DAMAGED OR REMOVED SHALL BE RE-ESTABLISHED. THE SURVEYOR SHALL ALSO ESTABLISH CENTER LINE MONUMENTS AND TIES AT ALL STREET INTERSECTIONS WITHIN THE PROJECT LIMITS WHERE NONE EXISTED PRIOR TO CONSTRUCTION. SEE TECHNICAL PROVISIONS. 8. PROVIDE TRAFFIC CONTROL PER TECHNICAL PROVISIONS. 9. ALL STREETS ARE DRAWN WITH BREAK LINES FOR DRAWING PURPOSES. BIDS SHALL BE BASED ON STATIONING AND FIELD VERIFICATION. 10. 24 HOUR NOTICE FOR ALL INSPECTIONS REQUIRED. 11. CATCH BASINS NOT DRAWN FOR CLARITY. 12. CONTRACTORS SHALL REMOVE AND DISPOSE OF ALL TRASH AND BROKEN BRANCHES BEFORE AND AFTER PAVING. 13. PRIOR TO CUTTING OF ANY ROOTS, CALL PARKS DIVISION AT (310)217-9564 FOR APPROVAL. 14. PROTECT ALL STORM DRAINS, CATCH BASINS, ETC. WITH SAND BAGS, FABRIC AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES. 15. STREET CENTERLINE AS SHOWN ON PLAN IS APPROXIMATE. 16. PRIOR TO ANY WORK WITHIN UPRR R/W OR ANY WORK AFFECTING GRADE CROSSING OPERATIONS, CALL UPRR MANAGER OF PUBLIC PROJECTS REPRESENTATIVE NICK VINEYARD AT (909)222-5659. GENERAL NOTES: CONSTRUCT PRECAST CONCRETE RAILROAD PANELS COLDMILL PAVEMENT PER CONSTRUCTION NOTE 17 5 STREET IMPROVEMENT PLAN SD W

WESTERN AVE

NORMANDIE AVE
VERMONT AVE KEYMAP SCALE: NTS 6/5/2024 6/5/2024 6/5/2024 6/5/2024 6/5/2024 GARY SOLSONA RCE 68420 SEE SHEET 1 FOR SIGNATURE SEE SHEET 1 FOR DATE 3' 97' 76'
25' 72'
73'
59' 27' 59'
173'
6'
77' 78'
5' 72' 72'
69' 16' 59'
155' CITY RIGHT OF WAY L= 203'
9 9
8 8 PBPB
M96+52 SEE SHEET 32 FOR NEW IRRIGATION MAINLINE EX IRRIGATION MAINLINE EX IRRIGATION MAINLINE SEE SHEET 33 FOR NEW IRRIGATION MAINLINE CITY RIGHT OF WAY 94+38

BEG TAPER

JOIN EX CURB
3'
96+41

JOIN EX CURB
12'
97+62
97+67
98+05
98+58
98+85
99+60
97+46
100+52
6 5 25
2 2
2 2
4 32
6 3 17 17 17 17 11 1220 24 22 25 29
96+13 19 21
W=9'
L=70' 31
24'
12'
12'
2' 25 25 CITY RIGHT OF WAY
9 9
9 9 SEE MEDIAN HARDSCAPE / LANDSCAPE AND IRRIGATION DEMOLITION AND IMPROVEMENTS PER SHEET 15 TO 47 (TYP) 4 EA (FOR CALTRANS OPERATED SIGNAL) 4 EA (FOR CALTRANS OPERATED SIGNAL) 30 30 CITY RIGHT OF WAY INTERSECTION 105+39.79 ARTESIA BLVD= VERMONT AVE

CITY OF GARDENA

CITY OF LOS ANGELES
105+35
END IMPROVEMENTS 105+44
END IMPROVEMENTS 17 17 26 26 15 REMOVE AND DISPOSE EXISTING ASPHALT PAVEMENT. FOR INSTALLATION OF NEW TRAFFIC SIGNAL CONDUIT PER TRAFFIC SIGNAL MODIFICATION PLANS. FURNISH AND RECONSTRUCT FULL DEPTH ASPHALT PAVEMENT PER CITY STD ST-20 2 REMOVE AND DISPOSE OF EXISTING PORTION OF MEDIAN. FURNISH AND RECONSTRUCT MEDIAN CURB PER CITY STD-7, DETAIL C-4, LENGTH PER PLAN 3 RECONSTRUCT AFFECTED PORTION OF LANDSCAPE/HARDSCAPE/IRRIGATION WITHIN MEDIAN PER LANDSCAPE PLANS4 REMOVE AND DISPOSE OF EXISTING CURB AND/OR GUTTER. FURNISH AND RECONSTRUCT PCC CURB AND GUTTER OVER 6” CAB PER CITY OF GARDENA STD. ST-7, DETAIL C-15 REMOVE AND DISPOSE OF EXISTING SIDEWALK/ PAVEMENT. FURNISH AND RECONSTRUCT 4” PCC OVER EXISTING RECOMPACTED SUBGRADE AND/OR NEW SIDEWALK PER CITY STD. ST-5B 6 REMOVE AND DISPOSE OF EXISTING ACCESS RAMP. FURNISH AND RECONSTRUCT ACCESS RAMP PER MODIFIED CITY STD. ST-18, DETAIL 8, SEE SHEET 2 8 REMOVE AND DISPOSE OF EXISTING ACCESS RAMP. FURNISH AND RECONSTRUCT ACCESS RAMP PER SPPWC STD 111-5, CASE D TYPE 29 SEE LANDSCAPE DEMOLITION PLANS FOR REMOVAL OF EXISTING HARDSCAPE. PROTECT IN PLACE EXISTING MEDIAN CURB. 11 STREET IMPROVEMENT NOTES COLDMILL PAVEMENT, 2" THICK, FULL DEPTH. REPAIR ALL HOLES, SPALLS, JOINTS AND CRACK SEAL PER TECHNICAL PROVISIONS. FURNISH AND CONSTRUCT 2" THICK ARHM PG 64-16 17 REMOVE INTERFERING PORTIONS OF EXISTING SIDEWALK AND INSTALL 11"X17" PULLBOX (BROOKS NO. 36-PB SERIES WITH BOLT DOWN CONCRETE COVER, OR APPROVED EQUAL) 19 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD ST-9 (BY OTHERS) 1512 INSTALL 2" SCHEDULE 80 ELECTRICAL CONDUIT TRENCH AND INSTALL 2" PVC SCHEDULE 40 CONDUIT SLEEVE (FOR IRRIGATION) AND 1-1/2" PVC SCHEDULE 40 CONDUIT SLEEVE (FOR CONTROLLER WIRING). BACKFILL AND RESURFACE PAVEMENT PER TRENCH RESURFACING DETAIL 20 ON SHEET 2 20 FURNISH AND INSTALL 1-1/2" WATER METER WITH 2" SERVICE LINE PER GOLDEN STATE WATER COMPANY STD. DWG. NO. P-27 (400 SERIES HERSEY POSITIVE DISPLACEMENT WITH RAPID READ REGISTRATION) AND 1-1/2" REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY PER DETAIL B ON IRRIGATION DETAILS SHEET 34 21 INSTALL 20AMP CIRCUIT BREAKER IN EXISTING SERVICE CABINET 22 INSTALL 2"C-2#12, 1#12 GND CONDUCTORS FOR LANDSCAPING CONTROL 24 SAWCUT AND REMOVE 10" THICK EXISTING AC/AB PAVEMENT AND CONSTRUCT 10" THICK AC BASE COURSE OVER COMPACTED NATIVE (95% RELATIVE COMPACTION) PER DETAIL 25 ON SHEET 2 25 INSTALL LOOP DETECTOR PER CALTRANS STD ES-5A AND ES-5B. FOR THE (4) LEFT TURN LOOPS, USE (1) TYPE F LIMIT LINE LOOP AND (3) TYPE E LOOPS AS PER CURRENT CALTRANS STANDARD PLANS. FOR THE (4) ADVANCE LOOPS, USE (4) TYPE E LOOPS PER CURRENT CALTRANS STANDARD PLANS. 26 RELOCATE EXISTING TRAFFIC SIGNAL PULL BOX. SEE SHEET 11 FOR LOCATION OF NEW TRAFFIC SIGNAL PULL BOX 29 REMOVE AND DISPOSE OF EXISTING ACCESS RAMP. FURNISH AND RECONSTRUCT ACCESS RAMP PER CALTRANS STD A88A, CASE B 30 CONSTRUCT PCC MEDIAN CURB TAPER PER SPPWC STD 140-3, OFFSET "W" AND TAPER LENGTH "L" PER PLAN 31 REMOVE EXISTING AC/AB PAVEMENT AND NATIVE MATERIAL AND CONSTRUCT 10" THICK AC BASE COURSE OVER COMPACTED NATIVE (95% RELATIVE COMPACTION) PER DETAIL 32 ON SHEET 2 32 N0. REVISIONS DATE BY APP. ENGINEERING DIVISION APPROVED BY : CITY OF GARDENA SHT. OF PUBLIC WORKS DIRECTOR / CITY ENGINEER DRAWN BY AA/MC CHECKED BY DEPARTMENT OF PUBLIC WORKS DESIGNED BY F. B. REF. LIMITS: PROJECT : NO. DWG. DATE: DATE UNDER THE SUPERVISION OF: PLANS PREPARED BY: GSNP/KD ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2 5/23/2024 5/23/2024 5/23/2024 47 E GI N
L
S
O
ION
FES
A
REE
NIA
A IF
OF C
L
RO
N
P
E
IS RET
D
ER G
T
E
AT
S
R
16842 Von Karman Avenue, Suite 150Irvine, CA 92606 P 909.753.8111 F 909.753.0775

SEE BOTTOM LEFT
MATCH LINE 101+50
MATCH LINE 101+50

SEE TOP RIGHT
MATCH LINE 94+00
SEE SHEET 5 ARTESIA BOULEVARD

VERMONT AVENUE

SHOPPING
CENTER

PRIVATE
DWY

PRIVATE
DWY

PRIVATE
DWY ARTESIA BOULEVARD PUBLIC RIGHT OF WAY LEGEND RECONSTRUCT SIDEWALK RECONSTRUCT CURB & GUTTER RECONSTRUCT DRIVEWAY CITY BOUNDARY FULL-DEPTH PAVEMENT RECONSTRUCTION 1. ALL CROSSWALKS, ARROWS, STOPBARS, AND LEGENDS SHALL BE THERMOPLASTIC MATERIAL. 2. RAISED PAVEMENT MARKERS SHALL BE CEMENTED TO THE PAVEMENT WITH HOT MELT BITUMINOUS ADHESIVE. 3. FURNISH AND INSTALL TEMPORARY MARKERS IMMEDIATELY AFTER PAVING, SPACED AT 25 ft MAXIMUM. 4. REMOVE ALL EXISTING PAVEMENT MARKINGS BY WET SANDBLASTING (CROSS WALKS, STOP LEGENDS, ETC.). EXISTING PAVEMENT MARKINGS AND STRIPINGS TO BE REMOVED ARE NOT SHOWN ON THE PLAN. FIELD VERIFY LOCATIONS. 5. REMOVE AND DISPOSE OF ALL EXISTING RAISED PAVEMENT MARKERS WITHIN THE PROJECT LIMITS. PAYMENT SHALL BE INCLUDED IN BID ITEM PRICE FOR FURNISH AND INSTALL PAVEMENT MARKERS. 6. ADJUST UTILITY VALVE COVERS, UTILITY BOXES, TRAFFIC SIGNAL BOXES, ETC. TO FINISH GRADE. PAYMENT SHALL BE INCLUDED IN ADJACENT CONSTRUCTION. 7. ALL SURVEY CENTERLINE TIES AND MONUMENTS THAT ARE DAMAGED OR REMOVED SHALL BE RE-ESTABLISHED. THE SURVEYOR SHALL ALSO ESTABLISH CENTER LINE MONUMENTS AND TIES AT ALL STREET INTERSECTIONS WITHIN THE PROJECT LIMITS WHERE NONE EXISTED PRIOR TO CONSTRUCTION. SEE TECHNICAL PROVISIONS. 8. PROVIDE TRAFFIC CONTROL PER TECHNICAL PROVISIONS. 9. ALL STREETS ARE DRAWN WITH BREAK LINES FOR DRAWING PURPOSES. BIDS SHALL BE BASED ON STATIONING AND FIELD VERIFICATION. 10. 24 HOUR NOTICE FOR ALL INSPECTIONS REQUIRED. 11. CATCH BASINS NOT DRAWN FOR CLARITY. 12. CONTRACTORS SHALL REMOVE AND DISPOSE OF ALL TRASH AND BROKEN BRANCHES BEFORE AND AFTER PAVING. 13. PRIOR TO CUTTING OF ANY ROOTS, CALL PARKS DIVISION AT (310)217-9564 FOR APPROVAL. 14. PROTECT ALL STORM DRAINS, CATCH BASINS, ETC. WITH SAND BAGS, FABRIC AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES. 15. STREET CENTERLINE AS SHOWN ON PLAN IS APPROXIMATE. 16. PRIOR TO ANY WORK WITHIN UPRR R/W OR ANY WORK AFFECTING GRADE CROSSING OPERATIONS, CALL UPRR MANAGER OF PUBLIC PROJECTS REPRESENTATIVE NICK VINEYARD AT (909)222-5659. GENERAL NOTES: COLDMILL PAVEMENT PER CONSTRUCTION NOTE 17 6 STREET IMPROVEMENT PLAN SD
W

WESTERN AVE

NORMANDIE AVE
VERMONT AVE KEYMAP SCALE: NTS 6/5/2024 6/5/2024 6/5/2024 6/5/2024 6/5/2024 GARY SOLSONA RCE 68420 SEE SHEET 1 FOR SIGNATURE SEE SHEET 1 FOR DATE TRAFFIC SIGNAL NOTES:

FURNISH AND INSTALL NEW BATTERY BACKUP SYSTEM COMPLETE IN NEW EXTERNAL BACKPACK CABINET.

REMOVE EXISTING 332 CABINET WITH CARE. RETURN CABINET AND ALL CONTENTS TO CITY TRAFFIC SIGNAL 1 GENERAL NOTES (THIS SHEET ONLY):

1. ALL EXISTING SIGNAL/PEDESTRIAN HEADS, AND PEDESTRIAN PUSH BUTTONS SHALL BE REMOVED AND SALVAGED.

CONTACT UPRR MANAGER OF PUBLIC PROJECTS PRIOR TO ANY WORK WITHIN UPRR ROW OR ANY WORK

FURNISH AND INSTALL NEW OPTICOM EMERGENCY VEHICLE PREEMPTION SENSOR ON TRAFFIC SIGNAL EQUIPMENT PER MANUFACTURER'S REQUIREMENTS.

FURNISH AND INSTALL NEW TYPE E LOOPS PER CITY OF GARDENA STANDARD DETAIL ST-24.

REMOVE AND SALVAGE EXISTING CONTROLLER FROM CABINET. FURNISH AND INSTALL NEW MODEL 2070 ATC CONTROLLER. FURNISH SPARE 2070 ATC CONTROLLER. CONTRACTOR SHALL FURNISH AND INSTALL ALL EQUIPMENT AND COMPLETE ALL CONNECTIONS FOR A FULLY FUNCTIONAL TRAFFIC SIGNAL.

FURNISH AND INSTALL NEW #6 PULL BOX.
4 5
6 7 ADJUST POSITION OF SIGNS TO INSTALL ACCESSIBLE PEDESTRIAN PUSH BUTTON ON POLE.

INSTALL CONDUIT INTO EXISTING PULL BOX.

INSTALL PULL BOX IN EXISTING CONDUIT RUN.

REMOVE AND SALVAGE EQUIPMENT.

EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR.

CB
BC
RS
RC
AB ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS.

N0. REVISIONS DATE BY APP. ENGINEERING DIVISION
APPROVED BY :

CITY OF GARDENA
SHT. OF

PUBLIC WORKS ENGINEERING DIVISION

DRAWN BY
M.A.G.

CHECKED BY

DEPARTMENT OF PUBLIC WORKS

DESIGNED BY
F. B. REF.

LIMITS:

PROJECT :

NO.

DWG.

DATE:

DATE
UNDER THE SUPERVISION OF:

PAUL FRISLIE RCE 72982
6/5/24
1700 Carnegie Avenue, Suite 100 Santa Ana, CA 92705-5551 Phone: (949) 270-9480 Fax: (949) 270-9481
PLANS PREPARED BY:

M.A.G.

P.M.F.
6/5/24
6/5/24

TRAFFIC SIGNAL MODIFICATION PLAN
47 WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2
ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT
6-5-24
ALL CONDUITS AND CONDUCTORS ARE NEW UNLESS OTHERWISE NOTED: (E) = EXISTING CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATIONS.

PHASE DIAGRAM
Ø1 Ø2 Ø3 Ø4
Ø5 Ø6 Ø7 Ø8 ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED: (E) = EXISTING, (R) = REMOVE L.E.D LUMINAIRE FIXTURE SHALL BE LEOTEK (EC3-10M-MV-NW-3-GY-700-WL) OR APPROVED BY CITY ENGINEER.

B -B
C
C
E

ECR -E BCR

POLE PLACEMENT

ARTESIA BOULEVARD GARDENA MARKET PLACE
Ø1
Ø1
Ø2
Ø2
Ø2P Ø2P
Ø6
Ø6
Ø6P
Ø6P
Ø8
Ø8
Ø4 Ø4
Ø4P
Ø4P
Ø5
Ø5
7 1
2 3
4 5
7 TYPE B

DETECTOR

LEAD-IN CABLE
#10 LUMINAIRE
TOTAL CABLES 3 CSC

OR CABLE TYPE
AWG SIZE, WIRE 12 CSC
1 Ø2, Ø4, Ø5, Ø2P, Ø2PPB
5 7
3 POLE CIRCUIT

CONDUCTOR SCHEDULE

CONDUIT RUN NUMBER
TOTAL

CONDUIT SIZES

TOTAL DLC

SIGNAL COMMON
Ø1, Ø6, Ø6P, Ø4PPB
Ø5, Ø6P
#12 I.I.S.N.S.
1 2 3 4 5 6 7 8
PERCENT FILL (%)
6 Ø1, Ø4, Ø2P, Ø4P, Ø2PPB, Ø4PPB
2 Ø8, Ø4P, Ø6PPB
Ø8
Ø5 DETECTOR LOOP

EVP CABLE
Ø6 DETECTOR LOOP
3"(E) 3"(E) 3" 3"(E) 4"

POLE SCHEDULE

SIGNAL MOUNTINGS
VEHICULAR M.A. (DOUBLE FACE)
LED TYPE "A" IISNS

POLE LOCATION
B C

GARDENA MARKET PL

POLE DATA
1 26-4-70(E)
NO. TYPE
L.E.D.LUMINAIRE

WATTS(EQ)
91 (E)
SIGNAL
M.A.
40' (E)
HEIGHT
30'
M.A.
12' (E) SV-1-T
PPB

PEDESTRIAN
2-MAS SP-1-T
3 5
7 E
6 2
Ø
4 2-3"(E)
Ø4 DETECTOR LOOP
Ø2 DETECTOR LOOP
Ø1 DETECTOR LOOP
1 2
3 4
5 6
8 3"
15TS (E) 30' - 12' (E) 139 (E) SV-1-T - SP-1-T 6 - 15TS 30' - 12' SV-1-T - - - - 15TS (E) 30' - 12' (E) SV-1-T - SP-1-T - - 15TS (E) 30' - 12' (E) SV-2-TA - SP-2-T 2/4 - 26-4-70 (E) 30' 40' (E) 12' (E) SV-2-TA 2-MAS SP-1-T 2 MARUKAI

CITY RIGHT OF WAY
5J1U
2I4U
2I4L
2I3L
2I2U
2I2L
2I3U
1I1U
6J4U
6J4L
6J3L
6J2U
6J2L
6J3U 4I6U 4I6L 8J6U

EXISTING TYPE III-BF
1 91
91 (E)
91 (E)
91 (E)
EX. 2"C, EX. 1-48SMFO TO
WESTERN AVE.

EX. 2"C, EX. 1-48SMFO EX. 2"C, EX. 1-48SMFO
EX. 3"C, EX. 2-48SMFO
EX. 1.5"C, EX. 1-48SMFO
EX. 2"C, EX. 1-48SMFO
EX. 1.5"C, EX. 1-48SMFO
TO DALTON AVE.

EX. 2"C, 3DLC
EX. 2"C, 3DLC
EX. 2"C, 3DLC
EX. 2"C, 3DLC
285' TO

LIMIT LINE
285' TO

LIMIT LINE
- - -
- - - 8.5' - 4' - - -
- - -
- - -
1 1
1 1
- 1
- 1
1 2
2 1
6 7
1 1
1 1
- 1
- 1
1 2
2 1
6 7
1 1
1 1
- 1
-
-
-
-
-
- 3
3 1
1 1
1 -
-
-
-
-
-
-
- 2
2 1
1 -
-
-
-
-
-
-
-
-
- 1
1 -
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
- 1
2 2
1 3
3 -
-
-
-
-
-
-
-
-
- 2
1 2
1 1 1 - 1 1 1 1 1
2 2 - 2 2 2 2 2
3 3 - 3 3 3 3 3
- 2 - 2 2 2 2 2
- - - - - - 1 1
3 3 3 3 3 3 6 6
- - - - 2 2 2 2
- - 1 1 1 1 1 1
- - - - - - 3 6
3 4 4 4 6 6 14 17
- 1 - 1 1 1 2 2
15 33 4 16 26 20 38 41
12-SMFO - - - - - - - 1 (E)
1-3"
1-3"(E)
CB
CB

RS POLE AND FOUNDATION
RC
CB
BC RC
BC RC
EX. SPLICE

ENCLOSURE
EX. 2"C, EX. 12-SMFO
4 4
4 PPB 5' - - - - - - 6 14' - 3' -
6 (4) 5
(2) 5
5 (10)
5 20 0 20 40
SCALE: 1"=20' MARUKAI
AB
4 Ø6PPB 1
- 1- 1-
-
-
-
-
-
-
-
-
-
-
AB
7 RS
Ø8 DETECTOR LOOP - 1 - - - - 1 1

POLE AND FOUNDATION
8 AB
8 PPB (R) 5' - - - - - - 4 (R) - - - -
6 EXISTING TYPE 332 CABINET
7 BC
7 7
(3) 5
5 (3)
(10)

TRAFFIC SIGNAL MODIFICATION PLAN

ARTESIA BLVD AT GARDEN MARKET PLACE
5-2597

PUBLIC WORKS DIRECTOR / CITY ENGINEER
SEE SHEET 1 FOR SIGNATURE
SEE SHEET 1

FOR DATE
TRAFFIC SIGNAL NOTES:

FURNISH AND INSTALL NEW BATTERY BACKUP SYSTEM COMPLETE IN NEW EXTERNAL BACKPACK CABINET.

REMOVE EXISTING 332 CABINET WITH CARE. RETURN CABINET AND ALL CONTENTS TO CITY TRAFFIC SIGNAL DIVISION. REMOVE AND DISPOSE OF CABINET FOUNDATION COMPLETE. FURNISH AND INSTALL NEW TYPE 332 CABINET ON NEW FOUNDATION WITH NEW MODEL 2070 ATC CONTROLLER. FURNISH SPARE 2070 ATC CONTROLLER. CONTRACTOR SHALL FURNISH AND INSTALL ALL EQUIPMENT AND COMPLETE ALL CONNECTIONS FOR A FULLY FUNCTIONAL TRAFFIC SIGNAL.

REMOVE EXISTING TRAFFIC SIGNAL CABINET AND TEMPORARILY INSTALL TO MAINTAIN SIGNAL OPERATION. 1 2
GENERAL NOTES (THIS SHEET ONLY):

1. ALL EXISTING SIGNAL/PEDESTRIAN HEADS, AND PEDESTRIAN PUSH BUTTONS SHALL BE REMOVED AND SALVAGED.

CONTACT UPRR MANAGER OF PUBLIC PROJECTS PRIOR TO ANY WORK WITHIN UPRR ROW OR ANY WORK

FURNISH AND INSTALL NEW OPTICOM EMERGENCY VEHICLE PREEMPTION SENSOR ON TRAFFIC SIGNAL EQUIPMENT PER MANUFACTURER'S REQUIREMENTS.

FURNISH AND INSTALL NEW TYPE E LOOPS PER CITY OF GARDENA STANDARD DETAIL ST-24.

REMOVE AND SALVAGE EXISTING CONTROLLER FROM CABINET. FURNISH AND INSTALL NEW MODEL 2070 ATC 4 5 EQUIPMENT AND COMPLETE ALL CONNECTIONS FOR A FULLY FUNCTIONAL TRAFFIC SIGNAL.

FURNISH AND INSTALL NEW #6 PULL BOX.

FURNISH AND INSTALL NEW #6E PULL BOX.
7 8
RC EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR.

UPDATE VIDEO DETECTION ZONES BASED ON NEW STRIPING.

REMOVE AND SALVAGE EXISTING PEDESTRIAN PUSH BUTTON AND PLUG HOLE.

ADJUST POSITION OF SIGNS TO INSTALL ACCESSIBLE PEDESTRIAN PUSH BUTTON ON POLE. 10 AB ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS.

ADJUST POSITION OF SIGNS TO INSTALL ACCESSIBLE PEDESTRIAN PUSH BUTTON ON POLE.

INSTALL CONDUIT INTO EXISTING PULL BOX.

INSTALL PULL BOX IN EXISTING CONDUIT RUN.

CB
BC
N0. REVISIONS DATE BY APP. ENGINEERING DIVISION
APPROVED BY :

CITY OF GARDENA
SHT. OF

PUBLIC WORKS ENGINEERING DIVISION

DRAWN BY
M.A.G.

CHECKED BY

DEPARTMENT OF PUBLIC WORKS

DESIGNED BY
F. B. REF.

LIMITS:

PROJECT :

NO.

DWG.

DATE:

DATE
UNDER THE SUPERVISION OF:

PAUL FRISLIE RCE 72982
6/5/24
1700 Carnegie Avenue, Suite 100 Santa Ana, CA 92705-5551 Phone: (949) 270-9480 Fax: (949) 270-9481
PLANS PREPARED BY:

M.A.G.

P.M.F.
6/5/24
6/5/24

TRAFFIC SIGNAL MODIFICATION PLAN
47 WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2
ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT
6-5-24
ALL CONDUITS AND CONDUCTORS ARE NEW UNLESS OTHERWISE NOTED: (E) = EXISTING CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATIONS.

PHASE DIAGRAM
Ø1 Ø2 Ø3 Ø4
Ø5 Ø6 Ø7 Ø8
B -B
C
C
E

ECR -E BCR

POLE PLACEMENT DALTON AVENUE
20 0 20 40
SCALE: 1"=20'
Ø1
Ø1
Ø5
Ø5
Ø2
Ø2
Ø4 Ø4
Ø6
Ø6
Ø6
Ø2
Ø8 Ø8
Ø2P
Ø2P
Ø4P
Ø4P
Ø6P
Ø6P
Ø8P
Ø8P
8 POLE SCHEDULE

SIGNAL MOUNTINGS
VEHICULAR M.A. (DOUBLE FACE)
LED TYPE "A" IISNS

POLE LOCATION
B C

POLE DATA
1 NO. TYPE
L.E.D.LUMINAIRE

WATTS(EQ)
SIGNAL
M.A. HEIGHT M.A.

PPB

PEDESTRIAN
3 4
6 E
5 2
Ø
8 7
1 2
3 4
5 6
7 8
9 TYPE B

DETECTOR

LEAD-IN CABLE
Ø8 DETECTOR LOOP
#10 LUMINAIRE
TOTAL CABLES 3 CSC

OR CABLE TYPE
AWG SIZE, WIRE 12 CSC
1 Ø2, Ø5, Ø2P, Ø2PPB, Ø8PPB
4 6
3 POLE CIRCUIT

CONDUCTOR SCHEDULE

CONDUIT RUN NUMBER
TOTAL

CONDUIT SIZES

TOTAL DLC

SIGNAL COMMON
Ø1, Ø6, Ø6P, Ø4PPB
Ø5, Ø6P, Ø8PPB
#12 I.I.S.N.S.
1 2 3 4 5 6 7 8
PERCENT FILL (%)
5 Ø4, Ø8P
2 Ø8, Ø4P, Ø6PPB
Ø8, Ø8P, Ø6PPB
Ø5 DETECTOR LOOP
48-SMFO
Ø6 DETECTOR LOOP
9 Ø4 DETECTOR LOOP
Ø2 DETECTOR LOOP
Ø1 DETECTOR LOOP
8 Ø1, Ø2P, Ø2PPB, Ø4PPB
7 Ø4, Ø4P
3"(E) 3"(E) 3"(E) 2-4" 3"(E) 3"(E) 4"
1 2
3 4
5 6
7 8
1-A (E) 10' - - - TV-1-T - SP-1-T 6 -
-
29-5-100 (E) 30' 45' (E) 12' (E) 91 (E) SV-1-T 3-MAS SP-1-T 4 15TS (E) 30' - 8' (E) 91 (E) SV-1-T - SP-1-T 6
15TS (E) 30' - 12' (E) 91 (E) SV-1-T - SP-1-T 8
1-A (E) 10' - - - TV-1-T - SP-1-T - 29-5-100(E) 30' 45' (E) 12' (E) SV-1-T 3-MAS SP-1-T 2,8 15TS (E) 30' - 8' (E) SV-1-T - SP-1-T - 15TS (E) 30' - 12' (E) SV-1-T - SP-1-T 2,4 - DALTON AVE
- DALTON AVE
-
- ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED: (E) = EXISTING 91 (E)
91 (E)
91 (E)
5J1U
2I2U
2I2L
2I3U
2I4U
2I4L
2I3L
1I1U
6J4U
6J4L
6J3L
6J2U
6J2L
6J3U 4I6U 8J6U 8J6L
EX. 1.5"C, EX. 1-48SMFO
TO GARDEN MARKET PL.

EX. 2"C, 3DLC
EX. 1.5"C, EX. 1-48SMFO

CITY RIGHT OF WAY
EX. 2"C, EX. 1-48SMFO
EX. 2"C, EX. 1-48SMFO TO
NORMANDIE AVE.

EX. 2"C, 3DLC
1 2
285' TO

LIMIT LINE
285' TO

LIMIT LINE
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - - 1
1 1
1 1
1 1
1 2
1 - 1
- 1
-
- 1
1 1
1 1
1 -
-
-
-
-
-
-
-
-
- 1
1 1
1 -
-
-
-
-
-
-
-
-
-
-
- 1
1 -
-
-
-
-
-
-
-
-
-
-
-
-
- 2
1 - 1
- 1
-
-
-
-
-
-
-
- 2
1 - 1
- 1
-
-
-
-
-
-
-
- 2
1 - 1
-
-
-
-
-
-
-
-
-
- 2
1 -
-
-
-
1 1
1 1
1 1
1 1
2 1
- 1
- 1
2 1 --
-
-
-
- 21 --
-
-
-
- 21
8 8 33 22 11 44 23 22 21 88
1 1 1 1 1 1 1 1 1
2 2 2 2 2 2 2 2 2
3 3 3 3 3 3 3 3 3
2 2 2 2 - - - 2 2
- - - - 1 1 1 1 1
- - - 6 - - - 6 6
- - - - - - 1 1 1
- - - 1 - - - 1 1
- - - - 6 6 6 6 6
- 2 2 2 - - - 2 2
- 2 2 9 7 7 8 17 17
- - - 2 (E) - - - - - 14 22 29 15 17 26 21 24 22
12-SMFO - - - - - - - 1 (E) 1 (E)
CCTV CABLE - - - - - - - 1 (E) 1 (E)
EVP CABLE 1 1 1 1 - - - 2 2
2-4"
2-2"
2-4"
1-2"
CB
4 4
BC
5 (4)
5 (10)
(2) 5
(10) 5

ARTESIA BOULEVARD
EX. 3"C, EX. 1-12SMFO,
EX. 2-48SMFO
EX. SPLICE

ENCLOSURE

EXISTING TYPE III-BF AB
7 RC
8 RC BC 7 RC BC
5 (3)
(3) 5
CB
7 NEW 2"C, 3DLC
EX. 2"C, 3DLC
10 10
EX. 2"C, 3DLC DENKER AVENUE

TRAFFIC SIGNAL MODIFICATION PLAN

ARTESIA BLVD AT DALTON AVENUE
5-2597

PUBLIC WORKS DIRECTOR / CITY ENGINEER
SEE SHEET 1 FOR SIGNATURE
SEE SHEET 1

FOR DATE
TRAFFIC SIGNAL NOTES:

FURNISH AND INSTALL NEW BATTERY BACKUP SYSTEM COMPLETE IN NEW EXTERNAL BACKPACK CABINET.

REMOVE EXISTING 332 CABINET WITH CARE. RETURN CABINET AND ALL CONTENTS TO CITY TRAFFIC SIGNAL 1 REMOVE EXISTING TRAFFIC SIGNAL CABINET AND TEMPORARILY INSTALL TO MAINTAIN SIGNAL OPERATION.

REMOVE EXISTING FOUNDATION AND INSTALL NEW FOUNDATION WITH NOTED CONDUIT SIZES. REINSTALL EXISTING TRAFFIC SIGNAL CABINET.

FURNISH AND INSTALL NEW OPTICOM EMERGENCY VEHICLE PREEMPTION SENSOR ON TRAFFIC SIGNAL EQUIPMENT PER MANUFACTURER'S REQUIREMENTS.

FURNISH AND INSTALL NEW TYPE E LOOPS PER CITY OF GARDENA STANDARD DETAIL ST-24.

REMOVE AND SALVAGE EXISTING CONTROLLER FROM CABINET. FURNISH AND INSTALL NEW MODEL 2070 ATC 3 4
5 GENERAL NOTES (THIS SHEET ONLY):

1. ALL EXISTING SIGNAL/PEDESTRIAN HEADS, AND PEDESTRIAN PUSH BUTTONS SHALL BE REMOVED AND SALVAGED.

CONTACT UPRR MANAGER OF PUBLIC PROJECTS PRIOR TO ANY WORK WITHIN UPRR ROW OR ANY WORK AFFECTING GRADE CROSSING OPERATIONS.

2. ADJUST POSITION OF SIGNS TO INSTALL ACCESSIBLE PEDESTRIAN PUSH BUTTON ON POLE.

INSTALL CONDUIT INTO EXISTING PULL BOX.

INSTALL PULL BOX IN EXISTING CONDUIT RUN.

REMOVE AND SALVAGE EQUIPMENT.

EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR.

RELOCATE EQUIPMENT.

CONNECT NEW AND EXISTING CONDUIT. REMOVE EXISTING CONDUCTORS AND INSTALL CONDUCTORS AS INDICATED.

ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS.

CB
BC
RS
RC
RL
CC
AB
FURNISH AND INSTALL NEW CONDUIT VIA HAND DIGGING BETWEEN PULL BOX AND RAILROAD SIGNAL CASE.

FURNISH AND INSTALL NEW 1-3" LB RIGID THREADED TYPE CONDUIT BODY TO ENTER THE RAILROAD SIGNAL CABINET. INSTALL RAILROAD PREEMPTION CABLE IN LB RIGID THREADED TYPE CONDUIT.

DISCONNECT EXISTING RAILROAD PREEMPTION CABLES. TERMINATE NEW RAILROAD SIGNAL INTERCONNECT CABLE IN TRAFFIC SIGNAL CABINET WITH SAME WIRING AS BEFORE (POWER FROM FROM T1 #6, BACK FROM RAILROAD TO TB9 #11). ONLY DC VOLTAGE SHALL BE USED FOR TRAFFIC SIGNAL PREEMPTION.

PROVIDE AN UPDATED INTERCONNECTED WARNING LABEL IN TRAFFIC SIGNAL CABINET WITH UP-TO-DATE HIGHWAY AND RAILROAD MAINTENANCE CONTACT INFORMATION.

FURNISH AND INSTALL TYPE R3-1 BLANK-OUT SIGN ON SIGNAL POLE. FURNISH AND INSTALL ALL WIRING BACK TO THE SIGNAL CABINET INCLUDING A NEW LOAD SWITCH. PROPER CONNECTIONS SHALL BE MADE TO ACTIVATE DURING RAILROAD PREEMPTION.

DETACH EXISTING RAILROAD PREEMPTION IN EXISTING RAILROAD SIGNAL CASE. TERMINATE NEW RAILROAD SIGNAL INTERCONNECT IN EXISTING RAILROAD SIGNAL CASE.

REMOVE AND SALVAGE EXISTING CONTROLLER FROM CABINET. FURNISH AND INSTALL NEW MODEL 2070 ATC CONTROLLER WITH OMNI FIRMWARE. FURNISH AND INSTALL NEW RAILROAD DC ISOLATER. FURNISH SPARE 2070 ATC CONTROLLER. CONTRACTOR SHALL FURNISH AND INSTALL ALL EQUIPMENT AND COMPLETE ALL CONNECTIONS FOR A FULLY FUNCTIONAL TRAFFIC SIGNAL.
12 13
14 15
16 17
18 EQUIPMENT AND COMPLETE ALL CONNECTIONS FOR A FULLY FUNCTIONAL TRAFFIC SIGNAL.

FURNISH AND INSTALL NEW #6 PULL BOX.

FURNISH AND INSTALL NEW #6E PULL BOX.

UPDATE VIDEO DETECTION ZONES BASED ON NEW STRIPING.
7 8
N0. REVISIONS DATE BY APP. ENGINEERING DIVISION
APPROVED BY :

CITY OF GARDENA
SHT. OF

PUBLIC WORKS ENGINEERING DIVISION

DRAWN BY
M.A.G.

CHECKED BY

DEPARTMENT OF PUBLIC WORKS

DESIGNED BY
F. B. REF.

LIMITS:

PROJECT :

NO.

DWG.

DATE:

DATE
UNDER THE SUPERVISION OF:

PAUL FRISLIE RCE 72982
6/5/24
1700 Carnegie Avenue, Suite 100 Santa Ana, CA 92705-5551 Phone: (949) 270-9480 Fax: (949) 270-9481
PLANS PREPARED BY:

M.A.G.

P.M.F.
6/5/24
6/5/24

TRAFFIC SIGNAL MODIFICATION PLAN
47 WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2
ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT
6-5-24

PHASE DIAGRAM
Ø1 Ø2 Ø3 Ø4
Ø5 Ø6 Ø7 Ø8
B -B
C
C
E

ECR -E BCR

POLE PLACEMENT
ALL CONDUITS AND CONDUCTORS ARE NEW UNLESS OTHERWISE NOTED: (E) = EXISTING CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATIONS. NORMANDIE AVENUE Ø7
Ø8
Ø7
Ø6
Ø6
Ø6
Ø4
Ø4
Ø4
Ø2
Ø2
Ø2
Ø2
Ø1
Ø1
9 TYPE B

DETECTOR
LEAD-IN CABLE Ø6 DETECTOR LOOP
#10 LUMINAIRE
TOTAL CABLES 3 CSC

OR CABLE TYPE
AWG SIZE, WIRE 12 CSC
1 Ø2, Ø2P, Ø8PPB
4 6
10 3

POLE CIRCUIT

CONDUCTOR SCHEDULE

CONDUIT RUN NUMBER
TOTAL

CONDUIT SIZES

TOTAL DLC
Ø1

SIGNAL COMMON
Ø3, Ø4, Ø6P, Ø6PPB
Ø1, Ø5
#12 I.I.S.N.S.
1 2 3 4 5 6 7 8
PERCENT FILL (%)
5 Ø7, Ø8, Ø8P, Ø2PPB
2 Ø3, Ø8, Ø8P, Ø6PPB
Ø5, Ø6, Ø6P Ø8PPB
Ø4 DETECTOR LOOP
12-SMFO
Ø5 DETECTOR LOOP
3"(E) 2"(E) 3"(E) 4" 2-4" 3"

POLE SCHEDULE

SIGNAL MOUNTINGS
VEHICULAR M.A. (DOUBLE FACE)
LED TYPE "A" IISNS POLE LOCATION
B C

NORMANDIE AVE

POLE DATA
1 NO. TYPE
L.E.D.LUMINAIRE

WATTS(EQ)
SIGNAL
M.A. HEIGHT M.A.

PPB

PEDESTRIAN
3 4
-
6 10

NORMANDIE AVE
E
5 2 ARTESIA BLVD
- Ø
4"
9 Ø3 DETECTOR LOOP
Ø2 DETECTOR LOOP
Ø1 DETECTOR LOOP
9 Ø5
8 Ø1, Ø2
7 Ø4, Ø7, Ø2P, Ø2PPB
9 - 8 - 7 ARTESIA BLVD
-
1 2 3
4 5
6 7
8 9
1 2
3 4
6 5
8 9
10 61-5-129 (E) 30' 60' (E) 15' (E) 139 (E) SV-2-TA 2-MAS SP-1-T 26-4-70 (E) 30' 45' (E) 12' (E) 139 (E) SV-1-T 2-MAS SP-1-T 15TS (E) 30' - 12' (E) SV-2-TA - SP-1-T
33 17' 10' - - SV-1-T/SV-1 MAS - - 26-4-70 (E) 30' 40' (E) 15' (E) SV-1-T 2-MAS SP-1-T 1-A 10' - - - TV-2-T - SP-1-T - 26A-4-100 35' 40' 15' SV-1-T 2-MAS SP-1-T 15TS 30' - 12' SV-2-TA - - 1-A (E) 8' - - - SV-1 - - 33 (E) 17' 10' (E) - - SV-1-T MAS - Ø5
Ø5
Ø5
Ø2P
Ø8P
Ø2P
Ø6P
Ø3
Ø6P
ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED: (E) = EXISTING L.E.D LUMINAIRE FIXTURE SHALL BE LEOTEK (EC3-10M-MV-NW-3-GY-700-WL) OR APPROVED BY CITY ENGINEER.

CITY RIGHT OF WAY
5J1U
2I2U
2I2L
2I3U 2I4U
2I3L 2I4L
5J1L
2I5U
2I5L
1I1U
6J5U
6J5L
6J3L
6J2U
6J2L
6J3U
1I1L
6J4U
6J4L 3I5U 3I5L 8J6U 8J6L 8J7U 8J7L 8J8U 7J5L 7J5U 4I6U 4I6U 4I7L 4I7U 6 6
8 -8
2 2
-
-
-
EX. 1.5"C, EX. 1-48SMFO
TO DALTON AVE.

EX. 2"C, 4DLC EX. 2"C, 4DLC
EX. 1.5"C, EX. 1-48SMFO
EX. 2"C, EX. 1-48SMFO
EX. 2"C, EX. 1-12SMFO
EX. 2"C, EX. 1-48SMFO
EX. 2"C, EX. 1-48SMFO

TO GATEWAY
EX. 2"C, 4DLC
EX. 2"C, 4DLC
EX. 2"C, 3DLC
EX. 2"C, 3DLC
139 (E)
139 (E)
139
139
1 EXISTING TYPE 332 CABINET
285' TO

LIMIT LINE
285' TO

LIMIT LINE
Ø1
Ø8P
- - -
- - -
- -18' 2.5'

6.5' - 4.5' - 12' 5.5' - - -
- - -
- - -
- - -
- - -

6.5'
Ø7 DETECTOR LOOP
Ø8 DETECTOR LOOP
Ø8
1 1
1 1
1 1
- 1
-
- 1
1 1
1 -
- 1
1 1
1 - 1
-
-
-
-
-
-
-
- 1
1 1
1 -
-
-
-
-
-
-
-
1 1
-
-
-
-
-
-
-
-
-
- 1
1 -
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
1 1
-
-
-
-
-
-
-
-
-
-
-
-
1 1
1 1
1 1
- 1
1 1
1 1
1 1
- 1 -
-
-
-
- 1 - 1 -
-
-
-
-
-
- 1
- 1 -
-
-
-
- 1 - 1 - 1 -
-
-
-
- 1
- 1 -
-
-
-
- 1 - 1 - 1 - 1 -
-
- 1
5 9 23 22 25 - 3 - 2 - 1 11 610
1 1 1 1 1 1 1 1 1
2 - - 2 2 2 2 2 2
3 1 1 3 3 3 3 3 3
2 - - - 2 2 2 2 2
- - - - - - 2 2 2
- - 8 8 8 - - 8 8
- - - - - - - 2 2
4 - - - 4 - - 4 4
- - 2 2 2 - - 2 2
- - - - - - 8 8 8
2 - - - 2 - - 2 2
- - - - - - - 5 5
6 10 10 16 10 33 33
- - - - - - - - 1 (E)
20 16 26 20 20 19 21 30 30
CCTV CABLE - - - - 1 (E) - - 1 (E) 1 (E)
EVP CABLE 1 - - - 3 - - 3 4
3 2-4"
2-2"
2-4"
1-2"

PROTECT EXISTING FIBER

SPLICE IN-PLACE
R73-3 (CA)
R73-6 (CA)
Ø5
Ø1
RC
RC
RC
CB
RC RL

TO FROM
EX. EVP
4 4

POLE AND FOUNDATION RS

RS POLE AND FOUNDATION
20 0 20 40
SCALE: 1"=20'
(4) 5
5 (16)
(16) 5

ARTESIA BOULEVARD

RS POLE AND FOUNDATION

POLE AND FOUNDATION RS
CC
RL
FROM
TO
EX. CCTV
AB
AB
AB
CB
RC
18 8 BC
CB
10 10
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-2
-
-
-
-5
7 -5
-
-2"
AB
7 AB
7 CC
7 7
2"C, 4DLC
5 (4)
5 (12)
(10) 5

TRAFFIC SIGNAL MODIFICATION PLAN

ARTESIA BLVD AT NORMANDIE AVENUE
Ø3
(PV)
Ø8
(PV)
Ø2+Ø5 Ø4+Ø7 Ø4+Ø8 Ø1

RAILROAD PRE-EMPTION OPERATION
3 CSC RAILROAD PREEMPTION - - 1 1 1 - - 1 1 - 10 -
11 11
-
-
-
-
-
-
-
-
-
-
-
-
-1
-
-
-3"
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
1 LIMITED SERVICE OPERATION
TRACK

CLEARANCE

1. UPON ACTUATION OF RAILROAD PRE-EMPTION, SIGNAL SHALL TERMINATE ANY PHASE EXCEPT FOR THE RAILROAD CLEARANCE PHASES OF 2 AND 5.

2. RAILROAD CLEARANCE PHASES OF 2 AND 5 DISPLAY GREEN FOR 10 SECONDS.

3. LIMITED SERVICE PHASES OF 1, 4, 7, 8 SHALL OPERATE IN THE ORDER SHOWN ABOVE UNTIL END OF PRE-EMPTION.

UPRR RAILROAD

SIGNAL CASE
12 EX. 2"C, 2DLC
13 14 15
60' UPRR RIGHT OF WAY

CITY RIGHT
OF WAY

UPRR RIGHT OF WAY

UPRR RIGHT OF WAY
5 CSC LED BLANK OUT SIGN 1
17 - - - 2 - - 2 2 - -
16 16
DETAIL "A"
SCALE: 1"=10'
7 4 AB
1 AB
5 RC
AB

GRADE CROSSING
DOT #760511G
11 CB
7 5-2597

PUBLIC WORKS DIRECTOR / CITY ENGINEER
SEE SHEET 1 FOR SIGNATURE
SEE SHEET 1

FOR DATE
GENERAL NOTES (THIS SHEET ONLY):

1. ALL EXISTING SIGNAL/PEDESTRIAN HEADS, AND PEDESTRIAN PUSH BUTTONS SHALL BE REMOVED AND SALVAGED.

CONTACT UPRR MANAGER OF PUBLIC PROJECTS PRIOR TO ANY WORK WITHIN UPRR ROW OR ANY WORK

FURNISH AND INSTALL NEW OPTICOM EMERGENCY VEHICLE PREEMPTION SENSOR ON TRAFFIC SIGNAL EQUIPMENT PER MANUFACTURER'S REQUIREMENTS.

FURNISH AND INSTALL NEW TYPE E LOOPS PER CITY OF GARDENA STANDARD DETAIL ST-24.

REMOVE AND SALVAGE EXISTING CONTROLLER FROM CABINET. FURNISH AND INSTALL NEW MODEL 2070 ATC CONTROLLER. FURNISH SPARE 2070 ATC CONTROLLER. CONTRACTOR SHALL FURNISH AND INSTALL ALL EQUIPMENT AND COMPLETE ALL CONNECTIONS FOR A FULLY FUNCTIONAL TRAFFIC SIGNAL.

FURNISH AND INSTALL NEW #6 PULL BOX.

FURNISH AND INSTALL NEW #6E PULL BOX.
4 5
6 7
8 TRAFFIC SIGNAL NOTES:

FURNISH AND INSTALL NEW BATTERY BACKUP SYSTEM COMPLETE IN NEW EXTERNAL BACKPACK CABINET.

REMOVE EXISTING 332 CABINET WITH CARE. RETURN CABINET AND ALL CONTENTS TO CITY TRAFFIC SIGNAL 1 UPDATE VIDEO DETECTION ZONES BASED ON NEW STRIPING.

REMOVE AND SALVAGE EXISTING PEDESTRIAN PUSH BUTTON AND PLUG HOLE.

ADJUST POSITION OF SIGNS TO INSTALL ACCESSIBLE PEDESTRIAN PUSH BUTTON ON POLE.

INSTALL CONDUIT INTO EXISTING PULL BOX.

INSTALL PULL BOX IN EXISTING CONDUIT RUN.

REMOVE AND SALVAGE EQUIPMENT.

EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR.

CB
BC
RS
RC
10 11
CONNECT NEW AND EXISTING CONDUIT. REMOVE EXISTING CONDUCTORS AND INSTALL CONDUCTORS AS INDICATED.

ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS.

CC
AB
N0. REVISIONS DATE BY APP. ENGINEERING DIVISION
APPROVED BY :

CITY OF GARDENA
SHT. OF

PUBLIC WORKS ENGINEERING DIVISION

DRAWN BY
M.A.G.

CHECKED BY

DEPARTMENT OF PUBLIC WORKS

DESIGNED BY
F. B. REF.

LIMITS:

PROJECT :

NO.

DWG.

DATE:

DATE
UNDER THE SUPERVISION OF:

PAUL FRISLIE RCE 72982
6/5/24
1700 Carnegie Avenue, Suite 100 Santa Ana, CA 92705-5551 Phone: (949) 270-9480 Fax: (949) 270-9481
PLANS PREPARED BY:

M.A.G.

P.M.F.
6/5/24
6/5/24

TRAFFIC SIGNAL MODIFICATION PLAN
47 WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2
ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT
6-5-24

PHASE DIAGRAM
Ø1 Ø2 Ø3 Ø4
Ø5 Ø6 Ø7 Ø8
B -B
C
C
E

ECR -E BCR

POLE PLACEMENT GATEWAY
1 2
3 5
4 6
7 8
9 10
11 TYPE B

DETECTOR

LEAD-IN CABLE
Ø7 DETECTOR LOOP
#10 LUMINAIRE
TOTAL CABLES 3 CSC

OR CABLE TYPE
AWG SIZE, WIRE 12 CSC
1 Ø1, Ø5
4 6
3 POLE CIRCUIT

CONDUCTOR SCHEDULE

CONDUIT RUN NUMBER
TOTAL

CONDUIT SIZES

TOTAL DLC

SIGNAL COMMON
Ø1, Ø6, Ø6P, Ø6PPB
Ø3, Ø5, Ø6P
ALL CONDUITS AND CONDUCTORS ARE NEW UNLESS OTHERWISE NOTED: (E) = EXISTING CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATIONS. #12 I.I.S.N.S.
1 2 3 4 5 6 7 8
PERCENT FILL (%)
5 Ø2, Ø2P, Ø2PPB
2 Ø3, Ø7
Ø3, Ø6PPB
Ø5 DETECTOR LOOP
12-SMFO
Ø6 DETECTOR LOOP
3"(E) 3"(E) 2" 4" 2" 2"(E) 3"

POLE SCHEDULE

SIGNAL MOUNTINGS
VEHICULAR M.A. (DOUBLE FACE)
LED TYPE "A" IISNS

POLE LOCATION
-B C

GATEWAY

POLE DATA
1 61A-5-100
NO. TYPE
L.E.D.LUMINAIRE

WATTS(EQ)
SIGNAL
M.A.
65'
HEIGHT
35'
M.A.
15' SV-1-T
PPB

PEDESTRIAN
2-MAS SP-1-T
- 3SV-2-TA - 4
15' (E)
- (2)SV-1-T
-
6 - - TV-1-T (R) - 10
-
E
- MAS
-
5 2 -
- - TV-2-T
- - - 15' 12' SV-1-T MAS -
- 139
1-A (E)
17-2-100
33 (E)
1-A (R)
10'
30'
17'
10'
SP-1-T
-
-

6.5' 5' - - -
- 13.5' 6'

0.5' - 5' - - -
- - -
Ø
6 -
-
-
-6
3"
9 3"(E)
10 3"(E)
11 3-3"(E)
Ø3 DETECTOR LOOP
Ø2 DETECTOR LOOP
Ø1 DETECTOR LOOP
9 Ø1, Ø7, Ø2P, Ø2PPB
8 Ø7
7 Ø3, Ø7
1 2
3 4
5 6
7 8
9 10
-
- 12' (E) SV-2-TA - 9 15TS (E) 30' 139 (E) SP-1-T- - - 2 -
- 12' (E) (2)SV-1-T - 8 15TS (E) 30' 139 (E)- - - - -
-
- - TV-2-T- 7 1-A (E) 10' - - - - - -
- 15TS 30' 12' 139
26A-4-100(E) 35' 45' (E) 15' (E) SV-1-T 2-MAS SP-1-T 2
- - - GATEWAY
SV-1-T (R)
10 ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED: (E) = EXISTING, (R) = REMOVE L.E.D LUMINAIRE FIXTURE SHALL BE LEOTEK (EC3-10M-MV-NW-3-GY-700-WL) OR APPROVED BY CITY ENGINEER.

CITY RIGHT OF WAY
Ø2
Ø2
Ø2
Ø5
Ø5
Ø5
Ø6
Ø6
Ø6
Ø1
Ø1
Ø7
Ø7
Ø7
Ø3 Ø3
Ø3
Ø3
Ø3
Ø7 Ø7
Ø2P
Ø2P
Ø6P Ø6P
Ø1
Ø5 Ø1
5J1U
2I2U
2I2L
2I3U
2I4U
2I4L
2I3L
5J1L
2I5U
2I5L
1I1U
6J5U
6J5L
6J3L
6J2U
6J2L
6J3U
6J4U
6J4L 7J5L 7J5U 3I5U 3I5L
EXISTING TYPE III-BF EX. 2"C, EX. 1-48SMFO TO

NORMANDIE AVE
EX. 2"C, EX. 1-48SMFO
EX. 2"C, 4DLC
EX. 3"C, EX. 1-48SMFO
EX. 2"C, EX. 1-48SMFO
EX. 2"C, EX. 1-48SMFO TO

SHOPPING CENTER
EX. 2"C, 4DLC
139
139 (E)
285' TO

LIMIT LINE
285' TO

LIMIT LINE
1 1 1 1 1 1 1 1
4 9
-
-
- 1
1 1
-
-
-
-
-
-
-
-
-
-
- 1
-
-
-
-
-
-
-
-
-
-
-
-
- 1
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
- 1
1 1
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
1 1
-
-
-
-
-
-
-
-
-
-
-
-
1 1
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
- 1 - 1 -
-
-
-
-
-
-
-
-
-
-
- 11 --
-
-
-
- 1
2 - 1 - 1 - 1 23 - 1 11 11
1 1
- 1
- 1
1 1
- 1
- 1
1 1
- 1
1 1
1 4
-
-
-
-
-
-
-
-
- 1
- 1
1 1
- 1
-
-
1 3
-
-
-
-
-
-
-
-
-
-
- 1
1 1
- 1
-
-
1 1 1
2 2 2 2 - - - 2 2 2 2
3 3 3 3 1 1 1 3 3 3 3
2 2 - 2 - - - - - - 2
- - - - - - - - - 1 1
- - - 8 - - - - - - 8
- - - - 2 - - - - - 2
- 2 - 2 - - - - - - 2
- - - - - - - - 4 8 8
- - - - - 2 2 2 2 2 2
- 2 - 10 2 2 2 2 6 11 23
- - - - - - - - - - 1
12 14 18 22 21 10 10 19 30 21 19
EVP CABLE 1 1 - 1 - - - - - - 2
4 4
BC
RC
BC
CB CB
RC
CB
20 0 20 40
SCALE: 1"=20'
(16) 5
5 (12)
(4) 5
(4) 5

ARTESIA BOULEVARD

POLE AND FOUNDATION RS

RS POLE AND FOUNDATION

RS POLE AND FOUNDATION
EX. 3"C, EX. 1-12SMFO
EX. SPLICE ENCLOSURE

POLE AND RS

FOUNDATION
AB
1 6 EXISTING TYPE 332 CABINET
AB
AB
7 RC
CC
7 BC
AB
7 BC
8 RC
5 (4)
(4) 5
10 R9-3(2) & R9-3bP(2) 11

TRAFFIC SIGNAL MODIFICATION PLAN

ARTESIA BLVD AT GATEWAY
7 RC BC
5-2597

PUBLIC WORKS DIRECTOR / CITY ENGINEER
SEE SHEET 1 FOR SIGNATURE
SEE SHEET 1

FOR DATE
GENERAL NOTES (THIS SHEET ONLY):

1. ALL EXISTING SIGNAL/PEDESTRIAN HEADS, AND PEDESTRIAN PUSH BUTTONS SHALL BE REMOVED AND SALVAGED.

CONTACT UPRR MANAGER OF PUBLIC PROJECTS PRIOR TO ANY WORK WITHIN UPRR ROW OR ANY WORK FURNISH AND INSTALL NEW OPTICOM EMERGENCY VEHICLE PREEMPTION SENSOR ON TRAFFIC SIGNAL EQUIPMENT PER MANUFACTURER'S REQUIREMENTS.

FURNISH AND INSTALL NEW TYPE E LOOPS PER CITY OF GARDENA STANDARD DETAIL ST-24.

REMOVE AND SALVAGE EXISTING CONTROLLER FROM CABINET. FURNISH AND INSTALL NEW MODEL 2070 ATC CONTROLLER. FURNISH SPARE 2070 ATC CONTROLLER. CONTRACTOR SHALL FURNISH AND INSTALL ALL EQUIPMENT AND COMPLETE ALL CONNECTIONS FOR A FULLY FUNCTIONAL TRAFFIC SIGNAL.

FURNISH AND INSTALL NEW #6 PULL BOX.
4 5
6 7
TRAFFIC SIGNAL NOTES:

FURNISH AND INSTALL NEW BATTERY BACKUP SYSTEM COMPLETE IN NEW EXTERNAL BACKPACK CABINET.

REMOVE EXISTING 332 CABINET WITH CARE. RETURN CABINET AND ALL CONTENTS TO CITY TRAFFIC SIGNAL 1 ADJUST POSITION OF SIGNS TO INSTALL ACCESSIBLE PEDESTRIAN PUSH BUTTON ON POLE.

INSTALL CONDUIT INTO EXISTING PULL BOX.

INSTALL PULL BOX IN EXISTING CONDUIT RUN.

REMOVE AND SALVAGE EQUIPMENT.

EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR.

CB
BC
RS
UPDATE VIDEO DETECTION ZONES BASED ON NEW STRIPING.

REMOVE AND SALVAGE EXISTING PEDESTRIAN PUSH BUTTON AND PLUG HOLE. 9 CONNECT NEW AND EXISTING CONDUIT. REMOVE EXISTING CONDUCTORS AND INSTALL CONDUCTORS AS INDICATED.

ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS.

CC
AB
N0. REVISIONS DATE BY APP. ENGINEERING DIVISION
APPROVED BY :

CITY OF GARDENA
SHT. OF

PUBLIC WORKS ENGINEERING DIVISION

DRAWN BY
M.A.G.

CHECKED BY

DEPARTMENT OF PUBLIC WORKS

DESIGNED BY
F. B. REF.

LIMITS:

PROJECT :

NO.

DWG.

DATE:

DATE
UNDER THE SUPERVISION OF:

PAUL FRISLIE RCE 72982
6/5/24
1700 Carnegie Avenue, Suite 100 Santa Ana, CA 92705-5551 Phone: (949) 270-9480 Fax: (949) 270-9481
PLANS PREPARED BY:

M.A.G.

P.M.F.
6/5/24
6/5/24

TRAFFIC SIGNAL MODIFICATION PLAN
47 WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2
ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT
6-5-24
TYPE B

DETECTOR
LEAD-IN CABLE Ø6 DETECTOR LOOP
#10 LUMINAIRE
TOTAL CABLES 3 CSC

OR CABLE TYPE
AWG SIZE, WIRE 12 CSC
1 Ø5
4 6
7 3

POLE CIRCUIT

CONDUCTOR SCHEDULE

CONDUIT RUN NUMBER
TOTAL

CONDUIT SIZES

TOTAL DLC
Ø2, Ø4

SIGNAL COMMON
Ø6, Ø6P
Ø5, Ø6, Ø6P
ALL CONDUITS AND CONDUCTORS ARE NEW UNLESS OTHERWISE NOTED: (E) = EXISTING CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATIONS. #12 I.I.S.N.S.
1 2 3 4 5 6 7 8
PERCENT FILL (%)
5 Ø2, Ø4
2 Ø4, Ø6PPB
Ø6PPB
Ø2 DETECTOR LOOP
- 1
1 1
1 -
- 1
- 1
- 1
- 1
12-SMFO

PHASE DIAGRAM
Ø1 Ø2 Ø3 Ø4
Ø5 Ø6 Ø7 Ø8

POLE SCHEDULE

SIGNAL MOUNTINGS
VEHICULAR M.A. (DOUBLE FACE)
LED TYPE "A" IISNS

POLE LOCATION
-B C

SHOPPING CENTER

POLE DATA
1 29-5-70 (E)
NO. TYPE
L.E.D.LUMINAIRE

WATTS(EQ)
SIGNAL
M.A.
50' (E)
HEIGHT
30'
M.A.
15' (E) SV-1-T
PPB

PEDESTRIAN
2-MAS SP-1-T
- 3
- - TV-2-T- 4
- - TV-1-T

ARTESIA BLVD
6 30' (E) 7
- SV-2-TA MAS
-
E
- - -
-
B -B
C
C
E

ECR -E BCR

POLE PLACEMENT

SHOPPING CENTER
5 50' (E) 15' (E) SV-2-TA 2-MAS
2 -
- - TV-1-T
- - -
-
- 12' (E) 139 (E)- - - 1-A
15TS (E)
1-A (E)
1-A (E)
29-5-70 (E)
18-2-70 (E)
10'
30'
10' - 30'
17'
SP-1-T
-
-
-
- - 13' - 5' - - -
- - -
- - -
- - -
- - - SHOPPING CENTER
Ø4
Ø6
Ø6
Ø6
Ø6
Ø6P
Ø6P
Ø5
Ø5
Ø2
Ø2
Ø2
Ø4
Ø4 Ø4
6 1
2 3
4 5
7 8
1 2
3 4
5 6
7 Ø5 DETECTOR LOOP
Ø
-
-
-
-
-
6 6
11 ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED: (E) = EXISTING

CITY RIGHT OF WAY
139 (E)
139 (E)
5J1U
2I2U
2I2L
2I3U
2I4U
2I4L
2I3L
2I5U
2I5L
6J5U
6J5L
6J3L
6J2U
6J2L
6J3U
6J4U
6J4L 4I6U 4I6U

EXISTING TYPE III-BF
EX. 2"C, EX. 1-48SMFO TO

SHOPPING CENTER
EX. 2"C, EX. 1-48SMFO
EX. 2"C, EX. 1-48SMFO TO
VERMONT AVE.

EX. 2"C, 4DLC
EX. 2"C, 4DLC
285' TO

LIMIT LINE
285' TO

LIMIT LINE

EXISTING VDS CAMERA
-
-
-
-
-
-
-
-
- 1
- 1
-
-
-
-
-
-
-
-
-
-
- 1
-
-
-
-
- 1
1 1
1 -
- 1
-
-
-
-
-
-
- 1
1 1
1 -
- 1
-
-
-
-
-
-
-
- 1
1 1
-
- 1
-
-
-
-
-
-
-
-
-
- 1
-
- 1
-
-
-
-
-
-
-
-
-
-
-
-
- 1
-
-
-
-
-
- 1 1 1 1 1 1 1 1
- 2 2 2 2 - 2 2
1 3 3 3 3 1 3 3
- - - 2 2 - 2 2
- - - - 8 - - 8
- - - - 1 - - 1
- - - - - 8 8 8
- - - - 9 8 8 17
- - - - - - - 1 (E)
3"
8 11 19 27 36 16 25 28
EVP CABLE - - - 1 1 - 1 2
3"(E) 3" 3"(E) 3"(E) 3"(E) 3"(E) 2-3"(E) 1-2"(E)
2 6 - 2 - 1 23 23 22 11 - 1
VDS CABLE - - - - - - - 1 (E)
4 4
EX. 2"C, 4DLC
CC
20 0 20 40
SCALE: 1"=20'
5 (8)
(12) 5
EX. 2"C, EX 1-12SMFO

ARTESIA BOULEVARD

RS POLE AND FOUNDATION
RC
EX. SPLICE

ENCLOSURE
Ø2
DETAIL "A"
DETAIL "A"
1 R
Y
G
G
DETAIL "A"

NO SCALE
6 EXISTING TYPE 332 CABINET
CB
AB
CB
CB RC
AB
7 7 2"C, 4DLC
EX. 2"C, 4DLC
5 (4)
(4) 5
9 TRAFFIC SIGNAL MODIFICATION PLAN

ARTESIA BLVD AT SHOPPING CENTER
5-2597

PUBLIC WORKS DIRECTOR / CITY ENGINEER
SEE SHEET 1 FOR SIGNATURE
SEE SHEET 1

FOR DATE
CITY RIGHT OF WAY CITY RIGHT OF WAY CITY RIGHT OF WAY CITY RIGHT OF WAY STRIPING NOTES: FURNISH AND INSTALL 8" WHITE BARRIER LINE AS SHOWN PER CALTRANS STD. NO. A20D, DETAIL 38. FURNISH AND INSTALL PAVEMENT MARKING AS SHOWN PER CALTRANS STD. PLANS A24A-A24F. FURNISH AND INSTALL 4"X7' WHITE LANE LINE @ 17' GAP, 50' PAINT ON INTERSECTION APPROACH AND DEPARTURE PER CALTRANS STD. NO. A20A, DETAIL 9. FURNISH AND INSTALL 12" WHITE LIMIT LINE/CROSSWALK LINE PER CALTRANS STD. NO. A24G. FURNISH AND INSTALL 6" DOUBLE-YELLOW LINE AS SHOWN PER CALTRANS STD. NO. A20A, DETAIL 21. 12345GENERAL NOTES (THIS SHEET ONLY): REFRESH ALL CURB PAINT PER CITY STANDARDS. ALL PAINTED CURB TO BE REMOVED AND REPLACED SHALL BE REPAINTED. FURNISH AND INSTALL LEFT EDGE PAVEMENT MARKERS FOR ALL NEW AND EXISTING MEDIANS PER DETAIL 26, CALTRANS STD. A20B. CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY SANDBLASTING. 1. 2. 3. 4. FURNISH AND INSTALL CONTINENTAL CROSSWALK WITH 5' LIMIT LINE SETBACK PER CALTRANS STD. NO. A24F. LIMIT LINE SHALL BE 12" WHITE PER CALTRANS STD. NO. A24G. CROSSWALK WIDTH AS SHOWN ON PLANS. 11

MATCH LINE

SEE BOTTOM LEFT

MATCH LINE

SEE TOP RIGHT

MATCH LINE
SEE SS-02 ARTESIA BLVD

WESTERN AVE

GARDENA

MAGNOLIA WAY

DENKER AVE

ARTESIA SQUARE

DALTON AVE
MARKET PL ARTESIA BLVD 12 N0. REVISIONS DATE BY APP. ENGINEERING DIVISION APPROVED BY : CITY OF GARDENA SHT. OF PUBLIC WORKS ENGINEERING DIVISION DRAWN BY CHECKED BY DEPARTMENT OF PUBLIC WORKS DESIGNED BY F. B. REF. LIMITS: PROJECT : NO. DWG. DATE: DATE UNDER THE SUPERVISION OF: PAUL FRISLIE RCE 72982 WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2 1700 Carnegie Avenue, Suite 100 Santa Ana, CA 92705-5551 Phone: (949) 270-9480 Fax: (949) 270-9481 PLANS PREPARED BY: ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT SIGNING AND STRIPING PLAN M.A.G. 6/5/24 M.A.G. P.M.F. 6/5/24 6/5/24 47 6-5-24 ARTESIA SQUARE 5-2595

PUBLIC WORKS DIRECTOR / CITY ENGINEER
SEE SHEET 1 FOR SIGNATURE
SEE SHEET 1FOR DATE
CITY RIGHT OF WAY CITY RIGHT OF WAY CITY RIGHT OF WAY CITY RIGHT OF WAY CITY RIGHT OF WAY STRIPING NOTES: FURNISH AND INSTALL 8" WHITE BARRIER LINE AS SHOWN PER CALTRANS STD. NO. A20D, DETAIL 38. FURNISH AND INSTALL PAVEMENT MARKING AS SHOWN PER CALTRANS STD. PLANS A24A-A24F. FURNISH AND INSTALL 4"X7' WHITE LANE LINE @ 17' GAP, 50' PAINT ON INTERSECTION APPROACH AND DEPARTURE PER CALTRANS STD. NO. A20A, DETAIL 9. FURNISH AND INSTALL 12" WHITE LIMIT LINE/CROSSWALK LINE PER CALTRANS STD. NO. A24G. FURNISH AND INSTALL 6" DOUBLE-YELLOW LINE AS SHOWN PER CALTRANS STD. NO. A20A, DETAIL 21. FURNISH AND INSTALL 8" WHITE LINE & TYPE C RED-CLEAR RETROREFLECTIVE MARKER PER STD. NO. A20F DETAIL 42. FURNISH AND INSTALL GRADE CROSSING PAVEMENT MARKING PER CA MUTCD SECTION 8B.27. FURNISH AND INSTALL 6" WHITE LINE PER STD. NO. A20D DETAIL 40. REMOVE AND SALVAGE EXISTING SIGN AND POST COMPLETE AS SHOWN. FURNISH AND INSTALL 12" WHITE CHEVRON LINE @ C-C DISTANCE AS SHOWN. FURNISH AND INSTALL CONTINENTAL CROSSWALK WITH 5' LIMIT LINE SETBACK PER CALTRANS STD. NO. A24F. LIMIT LINE SHALL BE 12" WHITE PER CALTRANS STD. NO. A24G. CROSSWALK WIDTH AS SHOWN ON PLANS. 1234567891011GENERAL NOTES (THIS SHEET ONLY): REFRESH ALL CURB PAINT PER CITY STANDARDS. ALL PAINTED CURB TO BE REMOVED AND REPLACED SHALL BE REPAINTED. FURNISH AND INSTALL LEFT EDGE PAVEMENT MARKERS FOR ALL NEW AND EXISTING MEDIANS PER DETAIL 26, CALTRANS STD. A20B. CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY SANDBLASTING. 1. 2. 3. 4. FURNISH AND INSTALL NEW SIGN ON NEW POST AS SHOWN. PROTECT IN PLACE EXISTING SIGN ON POLE AS SHOWN. FURNISH AND INSTALL NEW 24" WHITE RAILROAD LIMIT LINE PER CALTRANS STD. NO. A24G. RAILROAD LIMIT LINE SHALL BE INSTALLED 8' UPSTREAM OF GRADE CROSSING WARNING DEVICES PER CA MUTCD SECTION 8B.28. 131415 N0. REVISIONS DATE BY APP. ENGINEERING DIVISION APPROVED BY : CITY OF GARDENA SHT. OF PUBLIC WORKS ENGINEERING DIVISION DRAWN BY CHECKED BY DEPARTMENT OF PUBLIC WORKS DESIGNED BY F. B. REF. LIMITS: PROJECT : NO. DWG. DATE: DATE UNDER THE SUPERVISION OF: PAUL FRISLIE RCE 72982 WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2 1700 Carnegie Avenue, Suite 100 Santa Ana, CA 92705-5551 Phone: (949) 270-9480 Fax: (949) 270-9481 PLANS PREPARED BY: ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT SIGNING AND STRIPING PLAN M.A.G. 6/5/24 M.A.G. P.M.F. 6/5/24 6/5/24 47 6-5-24

MATCH LINE
SEE SS-01

MATCH LINE
SEE SS-03

PRIVATE

PRIVATE DRIVEWAY

NORMANDIE
ALLEY
AVE ARTESIA BLVD 13 SIGN LEGEND: LANE ENDS RIGHT LANE ENDS LEFT 60' UPRR RIGHT OF WAY LOOK 5-2595

PUBLIC WORKS DIRECTOR / CITY ENGINEER
SEE SHEET 1 FOR SIGNATURE
SEE SHEET 1FOR DATE
CITY RIGHT OF WAY CITY RIGHT OF WAY CITY RIGHT OF WAY CITY RIGHT OF WAY STRIPING NOTES: FURNISH AND INSTALL 8" WHITE BARRIER LINE AS SHOWN PER CALTRANS STD. NO. A20D, DETAIL 38. FURNISH AND INSTALL PAVEMENT MARKING AS SHOWN PER CALTRANS STD. PLANS A24A-A24F. FURNISH AND INSTALL 4"X7' WHITE LANE LINE @ 17' GAP, 50' PAINT ON INTERSECTION APPROACH AND DEPARTURE PER CALTRANS STD. NO. A20A, DETAIL 9. FURNISH AND INSTALL 12" WHITE LIMIT LINE/CROSSWALK LINE PER CALTRANS STD. NO. A24G. FURNISH AND INSTALL 6" DOUBLE-YELLOW LINE AS SHOWN PER CALTRANS STD. NO. A20A, DETAIL 21. FURNISH AND INSTALL 8" WHITE LINE & TYPE C RED-CLEAR RETROREFLECTIVE MARKER PER STD. NO. A20F DETAIL 42. FURNISH AND INSTALL GRADE CROSSING PAVEMENT MARKING PER CA MUTCD SECTION 8B.27. FURNISH AND INSTALL 6" WHITE LINE PER STD. NO. A20D DETAIL 40. REMOVE AND SALVAGE EXISTING SIGN AND POST COMPLETE AS SHOWN. FURNISH AND INSTALL 12" WHITE CHEVRON LINE @ C-C DISTANCE AS SHOWN. FURNISH AND INSTALL CONTINENTAL CROSSWALK WITH 5' LIMIT LINE SETBACK PER CALTRANS STD. NO. A24F. LIMIT LINE SHALL BE 12" WHITE PER CALTRANS STD. NO. A24G. CROSSWALK WIDTH AS SHOWN ON PLANS. FURNISH AND INSTALL CONTINENTAL CROSSWALK WITH 5' LIMIT LINE SETBACK PER LADOT STD. DWG. NO. S-481.1. REMOVE CONFLICTING STRIPING. FURNISH AND INSTALL NEW SIGN ON NEW POST AS SHOWN. PROTECT IN PLACE EXISTING SIGN ON POLE AS SHOWN. 1234567891011121314 GENERAL NOTES (THIS SHEET ONLY): REFRESH ALL CURB PAINT PER CITY STANDARDS. ALL PAINTED CURB TO BE REMOVED AND REPLACED SHALL BE REPAINTED. FURNISH AND INSTALL LEFT EDGE PAVEMENT MARKERS FOR ALL NEW AND EXISTING MEDIANS PER DETAIL 26, CALTRANS STD. A20B. CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY SANDBLASTING. 1. 2. 3. 4. CITY RIGHT OF WAY CITY RIGHT OF WAY CITY RIGHT OF WAY CITY RIGHT OF WAY CITY RIGHT OF WAY CITY RIGHT OF WAY N0. REVISIONS DATE BY APP. ENGINEERING DIVISION APPROVED BY : CITY OF GARDENA SHT. OF PUBLIC WORKS ENGINEERING DIVISION DRAWN BY CHECKED BY DEPARTMENT OF PUBLIC WORKS DESIGNED BY F. B. REF. LIMITS: PROJECT : NO. DWG. DATE: DATE UNDER THE SUPERVISION OF: PAUL FRISLIE RCE 72982 WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2 1700 Carnegie Avenue, Suite 100 Santa Ana, CA 92705-5551 Phone: (949) 270-9480 Fax: (949) 270-9481 PLANS PREPARED BY: ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT SIGNING AND STRIPING PLAN M.A.G. 6/5/24 M.A.G. P.M.F. 6/5/24 6/5/24 47 6-5-24

MATCH LINE

SEE ABOVE RIGHT

SHOPPING

VERMONT AVE
CENTER ARTESIA BLVD 14

MATCH LINE
SEE SHEET SS-02

MATCH LINE

SEE BELOW LEFT ARTESIA BLVD

GATEWAY
5-2595

PUBLIC WORKS DIRECTOR / CITY ENGINEER
SEE SHEET 1 FOR SIGNATURE
SEE SHEET 1FOR DATE

SYMBOL DESCRIPTION

EXISTING STAMPED PAVING - PROTECT IN PLACE
EXISTING SIGNAGE AND (6) LIGHT FIXTURES - PROTECT IN PLACE

EXISTING ELECTRICAL METER - PROTECT IN PLACE

EXISTING GAS METER - PROTECT IN PLACE

EXISTING MANHOLE - PROTECT IN PLACE

TRAFFIC BOX - PROTECT IN PLACE

CONTROLLER ASSEMBLY - REFER TO IRRIGATION PLAN

EXISTING CROSSING WARNING DEVICE AND FLASHERS - PROTECT IN PLACE
R-01
R-02
R-03
R-04
R-05
R-06
R-07
R-08

REFERENCE LEGEND

SYMBOL DESCRIPTION QTY
REMOVE AND DISPOSE EXISTING HARDSCAPE 19,547 SF
GRUB AND CLEAR ALL SHRUBS AND GROUNDCOVER 31,398 SF
D-01
D-02

DEMOLITION LEGEND

SYMBOL DESCRIPTION QTY DETAIL
NEW HARDSCAPE - COBBLE FIELD 14,550 SF E/46
TYPE: ARIZONA COBBLE
SIZE: 4" TO 8"
SUPPLER: SOUTHWEST BOULDER & STONE (OR EQUAL)
PHONE: 760 - 451 - 3333
NEW HARDSCAPE - COBBLE MAINTENANCE STRIPS 3,830 SF E/46 TYPE: ARIZONA COBBLE
SIZE: 4" TO 8"
SUPPLER: SOUTHWEST BOULDER & STONE (OR EQUAL)
PHONE: 760 - 451 - 3333
STABILIZED DECOMPOSED GRANITE 65 SF
COLOR: GOLD
NOTE: INSTALL AND COMPACTED ON NATIVE, 4 INCH THICK
C-01
C-02
C-03

CONSTRUCTION LEGEND
N0. REVISIONS DATE BY APP. ENGINEERING DIVISION
APPROVED BY :

CITY OF GARDENA
SHT. OF

PUBLIC WORKS ENGINEERING DIVISION

DRAWN BY
BGB

CHECKED BY

DEPARTMENT OF PUBLIC WORKS

DESIGNED BY
F. B. REF.

LIMITS:

PROJECT :

NO.

DWG.

DATE:

DATE
UNDER THE SUPERVISION OF:

ARTHUR D. GUY CLA 2214
PLANS PREPARED BY:

AG
NN
ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT
WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2
-
-
- 47
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
Date

ARTHUR D GUY I I
R

EG I STERED LANDSCAPE ARCH I TECT

S T A T E O F CA L I F OR N I A
EXP . 5 / 3 1/ 2024
02/29/2024
02/29/2024
15 8-1059

LEGENDS AND NOTES

DEMOLITION NOTES

1. VERIFY PROPERTY LINES, LIMITS OF WORK LINES AND LOT LINES PRIOR TO COMMENCING DEMOLITION WORK.

2. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH DEMOLITION WHEN IT IS OBVI0US IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR CONDITIONS EXIST THAT MAY NOT HAVE BEEN KNOWN DURING PREPARATION OF THESE PLANS.

3. NO CHANGE IN CONTRACT AMOUNT SHALL BE ALLOWED DUE TO ACTUAL OR

CLAIMED DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THOSE SHOWN ON THE PLAN, INCLUDING QUANTITIES CALLED OUT ON PLAN. UNLESS SUCH

DISCREPANCIES ARE BROUGHT TO THE IMMEDIATE ATTENTION OF THE GENERAL CONTRACTOR AND CITY REPRESENTATIVE IN WRITING.

4. EXISTING PLANT MATERIAL SPECIFICALLY CALLED OUT TO BE REMOVED SHALL

INCLUDE A REASONABLE AMOUNT OF THE ROOT BALL WITH EACH TREE OR SHRUB. PLANT MATERIAL THAT IS TO BE REMOVED SHALL BE DISPOSED OF LEGALLY OFF-SITE.

5. THE DEMOLITION BASE SHEET WAS PREPARED FROM EXISTING INFORMATION DOCUMENTED IN THE FIELD. THE INFORMATION REPRESENTED ON THIS PLAN IS NOT FROM AS-BUILT PLANS. THEREFORE CONDITIONS SHALL BE VERIFIED BY CONTRACTOR. THE CONTRACTOR SHALL CONFIRM CONDITIONS IN THE FIELD

AFFECTING THE SATISFACTORY COMPLETION OF DEMOLITION WORK DESCRIBED

ON THE PLAN AND REPORT DISCREPANCIES TO THE CITY / ENGINEER IMMEDIATELY. THE CITY / ENGINEER SHALL PROVIDE RESOLUTION DIRECTION PRIOR TO PROCEEDING WITH ANY FURTHER DEMOLITION WORK.

6. THIS PLAN IS FOR THE PURPOSE OF IDENTIFYING THE PRESERVATION, REMOVAL,

DEMOLITION AND OR SALVAGE OF LANDSCAPE AND HARDSCAPE CONSTRUCTION ITEMS ONLY.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND REPLACEMENT OF ANY DAMAGE TO ADJACENT ELEMENTS CAUSED BY HIS/HER OPERATIONS.

8. THE CONTRACTOR SHALL CONFIRM AND PROTECT EXISTING UTILITY SERVICES & METERS IN PLACE.

9. DAMAGE TO EXISTING SOFTSCAPE AND HARDSCAPE THAT ARE NOT CALLED OUT

FOR REMOVAL SHALL BE REPAIRED OR REPLACED AND THE COST BORNE BY THE CONTRACTOR.

10. ALL WORK SHALL CONFORM TO APPLICABLE LOCAL CODES.

11. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING IN PLACE ALL CURBS,

PAVING, IRRIGATION EQUIPMENT, UTILITY BOXES, TREES AND TREE ROOTS AND/OR OTHER EXISTING APPURTENANCES ON THE MEDIANS. SPECIAL CARE

SHOULD BE GIVEN TO THE EXISTING IRRIGATION MAIN LINE, BACKFLOW PREVENTER, AND IRRIGATION APPURTENANCE CONNECTION POINTS. ALL

DAMAGE TO EXISTING ITEMS LISTED ABOVE SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S COST.

12. CONTRACTOR SHALL CLEAR AND GRUB AREAS PER THE PLANTING NOTES, SEE SHEET 43. CONTRACTOR SHALL REMOVE ALL EXISTING SHRUBS, GROUNDCOVER, DEBRIS AND ROCKS OVER 1" DIAMETER WITH THE PLANTING AREAS. ALL

MATERIALS REMOVED FROM THE SITE SHALL BE DISPOSED IN A MANNER CONFORMING TO ALL CODES AND ORDINANCES RELATIVE TO THAT WORK.

IRRIGATION NOTES:

1. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON DRAWINGS.

NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE

PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE
APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE
REMOVED FROM THE SITE AT THE SAID TIME OF REJECTION.

2. SPRINKLER HEADS SHALL BE PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED.

3. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL

SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH
MINIMUM OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC.

4. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC.,

SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION

ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER
POSSIBLE. THE CONTRACTOR SHALL LOCATE ALL VALVES IN
SHRUB AREAS.

5. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO

BECOME FAMILIAR WITH ALL GRADE DIFFERENCES, LOCATION
OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. THE

IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ITEMS
DAMAGED BY WORK. SHALL ALSO COORDINATE WORK WITH

OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION

OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER
ROADWAYS AND PAVING, ETC.

6. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS

SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD

THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR

DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH

OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE
ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN

THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE

IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY
FOR ANY REVISIONS NECESSARY.

7. MATERIALS AND EQUIPMENT SHALL CONFORM TO APPLICABLE
STATE OF CALIFORNIA AND LOCAL CODES.

8. ALL IRRIGATION WORK SHALL CONFORM TO THE CITY OF

GARDENA DETAIL DRAWINGS (IF/AS APPLICABLE) AND
SPECIFICATIONS.

9. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL HEADS FOR

OPTIMUM PERFORMANCE AND TO THE PREVENT OVERSPRAY
ONO PAVING AND ROADWAYS. THIS SHALL INCLUDE SELECTING

THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE

CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH

VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR
EACH SYSTEM.

10. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE

INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS ONE
INCH ABOVE FINISH GRADE.

11. ALL NEW HEADS SHALL BE INSTALLED PERPENDICULAR TO
EXISTING FINISH GRADES.

12. FLUSH ALL LATERAL LINES WITH VALVE ASSEMBLIES INSTALLED, PRIOR TO NOZZLE INSTALLATION. CHECK FOR ANY AND ALL
EXISTING PIPE CRACKS AND/OR DAMAGE. ALL DAMAGED PIPE

SHALL BE REPLACED AT CONTRACTOR'S COST TO THE
SATISFACTION OF THE CITY.

13. ALL FITTINGS, NIPPLES AND COUPLINGS SHALL BE PVC
SCHEDULE 80 MATERIAL.

14. ALL EXCAVATION WORK PERFORMED WITHIN ROOT PROTECTION ZONES AS DETERMINED BY THE ENGINEER SHALL BE HAND DUG.

NO TRENCHING IN ROOT PROTECTION ZONES SHALL BE
ALLOWED.

15. ALL SYSTEMS SHALL BE OPERATIONAL AND ADJUSTED, HAVING

BEEN APPROVED BY THE ENGINEER PRIOR TO ANY PLANTING OF
SHRUBS. CONTRACTOR SHALL ASK FOR A FINAL INSPECTION OF

THE ENTIRE IRRIGATION SYSTEM BY THE ENGINEER TO
ESTABLISH A PUNCH-LIST. PUNCH-LIST ITEMS SHALL BE

COMPLETED AND ACCEPTED BY THE CITY PRIOR TO PLANTING
SHRUBS.

16. ALL EXISTING IRRIGATION MAINLINE AND APPURTENANCES PER

IRRIGATION LEGEND SHALL BE PROTECTED IN PLACE AS
POSSIBLE. CONTRACTOR SHALL REPLACE AND/OR REPAIR ANY
DAMAGE TO THE EXISTING SYSTEMS AS DIRECTED BY THE CITY.

NOTE:

FOR DEMOLITION PLAN, SEE SHEETS 16 THROUGH 24.

FOR IRRIGATION PLAN, SEE SHEETS 25 THROUGH 33.

FOR IRRIGATION DETAILS, LEGENDS, CALCULATIONS, SEE
SHEETS 34 THROUGH 36.

FOR PLANTING PLAN, SEE SHEETS 37 THROUGH 45.

FOR PLANTING DETAILS, LEGENDS, AND NOTES, SEE SHEETS 46 THROUGH 47.

1. THE CONTRACTOR IS RESPONSIBLE TO VERIFY ALL DISTANCES IN

THE FIELD AFTER CONSTRUCTION OF THE BUILDINGS AND CURBS

TO INSURE THAT THE DESIGN CAN BE MET AS INTENDED PER
THESE PLANS. ANY FIELD DISCREPANCIES OR DEFICIENCIES SHALL

BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT

FOR RESOLUTION PRIOR TO THE CONSTRUCTION OR INSTALLATION OF ANY SITE OR LANDSCAPE RELATED ELEMENTS. ALL

CONSTRUCTION ITEMS MUST ALWAYS COMPLY WITH ALL
APPLICABLE CODES AND ORDINANCES.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF

FAMILIAR WITH ALL EXISTING AND PROPOSED UNDERGROUND
UTILTIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE

SOLE RESPONSIBILITY FOR COST INCURRED TO DAMAGE AND
REPLACEMENT OF SAID UTILTIES.

3. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH

CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT

UNKNOWN OBSTRUCTIONS, AREA DISCREPANCIES AND/OR GRADE

DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING
DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE

CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL

NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH
NOTIFICATION.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION

WITH SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH ALL
CONSTRUCTION OPERATIONS. ALL PIPING, CONDUIT, SLEEVES,
ETC. SHALL BE SET IN PLACE PRIOR TO INSTALLATION OF
CONSTRUCTION ITEMS.

5. REFER TO CITY, COUNTY, STATE OR FEDERAL STANDARD PLANS, CODES AND REQUIREMENTS AS APPLICABLE.

6. CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT OF ANY

EXISTING MATERIALS THAT ARE DAMAGED DURING
CONSTRUCTION.

7. REFER TO CIVIL ENGINEER'S GRADING PLANS FOR GRADING, DRAINAGE STRUCTURES, PIPING, ETC. PRIOR TO INSTALLATION OF WALKS, WALLS, FOOTINGS AND OTHER STRUCTURES.

8. PRIOR TO INSTALLATION OF HARDSCAPE, ALL FORMS AND LAYOUTS

MUST BE OBSERVED AND ACCEPTED BY THE LANDSCAPE
ARCHITECT OR THE OWNERS AUTHORIZED REPRESENTATIVE.

9. PRIOR TO INSTALLATION OF ANY CONSTRUCTION ITEMS, FORMS

WITH STEEL IN PLACE AND COMPACTED SUBGRADE COMPLETE

MUST BE OBSERVED AND APPROVED BY THE LANDSCAPE
ARCHITECT.

10. CONTRACTOR SHALL SUBMIT ALL SAMPLES PER SPECIFICATIONS.

THE LANDSCAPE ARCHITECT SHALL APPROVE ALL SAMPLES
PRIOR TO CONSTRUCTION, FABRICATION AND/OR PURCHASE.

11. ALL PROPERTY LINES AND LOT LINES SHALL BE VERIFIED PRIOR TO COMMENCING WORK.

12. ALL ELECTRICAL JUNCTION BOXES FOR LIGHTS SHALL BE

CONCEALED IN PLANTING AREAS AS APPROVED BY LANDSCAPE
ARCHITECT.

13. ALL LANDSCAPE INSTALLATION SHALL BE PERFORMED BY A
LICENSED CONTRACTOR WITH A C-27 LICENSE OR GREATER.

14. CONSTRUCTION REQUIREMENTS, MATERIALS, AND CONSTRUCTION

TECHNIQUES SHALL COMPLY WITH ALL LOCAL CODES AND

ORDINANCES

15. THE TOP OF FOOTINGS FOR CONCRETE OR MASONRY WALLS
WHICH ABUT PLANTER AREAS AND THAT ARE LESS THAN 36
INCHES IN WIDTH SHALL BE DEEPENED TO 24 INCHES TO PERMIT IRRIGATION PIPE AND PLANTING INSTALLATION. COORDINATION WITH THE CIVIL ENGINEER. MAY ALSO BE REQUIRED AS THERE MAY

BE POINTS OF CONFLICT WITH THE CIVIL'S STORM DRAIN LINES LOCATED IN THE VICINITY.

16. CONTRACTOR SHALL ALLOW FOR THE POSSIBILITY OF FIELD

ADJUSTMENTS TO FINE TUNING OF WALL HEIGHTS (PARTICULARLY RETAINING TO FREE STANDING WALLS) IN BID.

CONSTRUCTION NOTES

ARIZONA COBBLE
5-2612

PUBLIC WORKS DIRECTOR / CITY ENGINEER
SEE SHEET 1 FOR SIGNATURE
SEE SHEET 1

FOR DATE

CITY RIGHT OF WAY GARDENA MARKET PLACE

ARTESIA BLVD LIMIT OF WORK
D-01
D-01 EXISTING TREE

PROTECT IN PLACE
D-02
D-02

SD W WESTERN AVE NORMANDIE AVE VERMONT AVE

TREES BOTANICAL / COMMON NAME QTY
EXISTING LAGERSTROEMIA 2

PROTECT IN PLACE

UNLESS OTHERWISE

NOTED ON PLAN
TREE DISPOSITION LEGEND - SHEET 16

SYMBOL DESCRIPTION QTY
REMOVE AND DISPOSE EXISTING HARDSCAPE 123 SF
GRUB AND CLEAR ALL SHRUBS AND GROUNDCOVER 1,671 SF
D-01
D-02
DEMOLITION LEGEND - SHEET 16 MATCHLINE - SEE SHEET 17

N O R T H
0 40 feet
1" = 20'
20 60 80
16 N0. REVISIONS DATE BY APP. ENGINEERING DIVISION
APPROVED BY :

CITY OF GARDENA
SHT. OF

PUBLIC WORKS ENGINEERING DIVISION

DRAWN BY
BGB

CHECKED BY

DEPARTMENT OF PUBLIC WORKS

DESIGNED BY
F. B. REF.

LIMITS:

PROJECT :

NO.

DWG.

DATE:

DATE
UNDER THE SUPERVISION OF:

ARTHUR D. GUY CLA 2214
PLANS PREPARED BY:

AG
NN
ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT
WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2
-
-
- 47
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
Date

ARTHUR D GUY I I
R

EG I STERED LANDSCAPE ARCH I TECT

S T A T E O F CA L I F OR N I A
EXP . 5 / 3 1/ 2024
02/29/2024
02/29/2024
8-1059

LANDSCAPE DEMOLITION PLAN
KEYMAP
SCALE: NTS
NOTE:

FOR OVERALL DEMOLITION LEGEND, SEE SHEET 15.

FOR DEMOLITION NOTES, SEE SHEET 15.
5-2612

PUBLIC WORKS DIRECTOR / CITY ENGINEER
SEE SHEET 1 FOR SIGNATURE
SEE SHEET 1

FOR DATE

CITY RIGHT OF WAY CITY RIGHT OF WAY MAGNOLIA WAY DENKER AVENUE

ARTESIA BLVD
D-01 D-01 D-01
D-01
D-01 EXISTING TREE

PROTECT IN PLACE
D-02 D-02 D-02

SD W WESTERN AVE NORMANDIE AVE VERMONT AVE

TREES BOTANICAL / COMMON NAME QTY
EXISTING LAGERSTROEMIA 1

PROTECT IN PLACE

UNLESS OTHERWISE

NOTED ON PLAN
TREE DISPOSITION LEGEND - SHEET 17

SYMBOL DESCRIPTION QTY
REMOVE AND DISPOSE EXISTING HARDSCAPE 1,277 SF
GRUB AND CLEAR ALL SHRUBS AND GROUNDCOVER 3,216 SF
D-01
D-02
DEMOLITION LEGEND - SHEET 17
N0. REVISIONS DATE BY APP. ENGINEERING DIVISION
APPROVED BY :

CITY OF GARDENA
SHT. OF

PUBLIC WORKS ENGINEERING DIVISION

DRAWN BY
BGB

CHECKED BY

DEPARTMENT OF PUBLIC WORKS

DESIGNED BY
F. B. REF.

LIMITS:

PROJECT :

NO.

DWG.

DATE:

DATE
UNDER THE SUPERVISION OF:

ARTHUR D. GUY CLA 2214
PLANS PREPARED BY:

AG
NN
ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT
WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2
-
-
- 47
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
Date

ARTHUR D GUY I I
R

EG I STERED LANDSCAPE ARCH I TECT

S T A T E O F CA L I F OR N I A
EXP . 5 / 3 1/ 2024
02/29/2024
02/29/2024
8-1059 MATCHLINE - SEE SHEET 16 MATCHLINE - SEE SHEET 18 17 N O R T H
0 40 feet
1" = 20'
20 60 80
KEYMAP
SCALE: NTS

LANDSCAPE DEMOLITION PLAN
NOTE:

FOR OVERALL DEMOLITION LEGEND, SEE SHEET 15.

FOR DEMOLITION NOTES, SEE SHEET 15.
5-2612

PUBLIC WORKS DIRECTOR / CITY ENGINEER
SEE SHEET 1 FOR SIGNATURE
SEE SHEET 1

FOR DATE

CITY RIGHT OF WAY CITY RIGHT OF WAY DALTON AVENUE

ARTESIA BLVD PRIVATE ALLEY
T MH
G
R-06 D-01
D-01

EXISTING TREE

PROTECT IN PLACE
R-05
D-01 R-04
D-02
D-02

SD W WESTERN AVE NORMANDIE AVE VERMONT AVE

TREES BOTANICAL / COMMON NAME QTY
EXISTING LAGERSTROEMIA 1

PROTECT IN PLACE

UNLESS OTHERWISE

NOTED ON PLAN
TREE DISPOSITION LEGEND - SHEET 18

SYMBOL DESCRIPTION QTY
REMOVE AND DISPOSE EXISTING HARDSCAPE 632 SF
GRUB AND CLEAR ALL SHRUBS AND GROUNDCOVER 2,700 SF
D-01
D-02
DEMOLITION LEGEND - SHEET 18

SYMBOL DESCRIPTION

EXISTING GAS METER - PROTECT IN PLACE

EXISTING MANHOLE - PROTECT IN PLACE

TRAFFIC BOX - PROTECT IN PLACE
R-04
R-05
R-06
REFERENCE LEGEND - SHEET 18
N0. REVISIONS DATE BY APP. ENGINEERING DIVISION
APPROVED BY :

CITY OF GARDENA
SHT. OF

PUBLIC WORKS ENGINEERING DIVISION

DRAWN BY
BGB

CHECKED BY

DEPARTMENT OF PUBLIC WORKS

DESIGNED BY
F. B. REF.

LIMITS:

PROJECT :

NO.

DWG.

DATE:

DATE
UNDER THE SUPERVISION OF:

ARTHUR D. GUY CLA 2214
PLANS PREPARED BY:

AG
NN
ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT
WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2
-
-
- 47
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
Date

ARTHUR D GUY I I
R

EG I STERED LANDSCAPE ARCH I TECT

S T A T E O F CA L I F OR N I A
EXP . 5 / 3 1/ 2024
02/29/2024
02/29/2024
8-1059 MATCHLINE - SEE SHEET 17 MATCHLINE - SEE SHEET 19 18 N O R T H
0 40 feet
1" = 20'
20 60 80
KEYMAP
SCALE: NTS

LANDSCAPE DEMOLITION PLAN
NOTE:

FOR OVERALL DEMOLITION LEGEND, SEE SHEET 15.

FOR DEMOLITION NOTES, SEE SHEET 15.
5-2612

PUBLIC WORKS DIRECTOR / CITY ENGINEER
SEE SHEET 1 FOR SIGNATURE
SEE SHEET 1

FOR DATE

CITY RIGHT OF WAY

ARTESIA BLVD PRIVATE DRIVEWAY

EXISTING TREE

PROTECT IN PLACE
D-01
D-01
D-01 D-02

SD W WESTERN AVE NORMANDIE AVE VERMONT AVE

TREES BOTANICAL / COMMON NAME QTY
EXISTING LAGERSTROEMIA 1

PROTECT IN PLACE

UNLESS OTHERWISE

NOTED ON PLAN
EXISTING MELALEUCA 1

PROTECT IN PLACE

UNLESS OTHERWISE

NOTED ON PLAN
TREE DISPOSITION LEGEND - SHEET 19

SYMBOL DESCRIPTION QTY
REMOVE AND DISPOSE EXISTING HARDSCAPE 3,297 SF
GRUB AND CLEAR ALL SHRUBS AND GROUNDCOVER 907 SF
D-01
D-02
DEMOLITION LEGEND - SHEET 19
N0. REVISIONS DATE BY APP. ENGINEERING DIVISION
APPROVED BY :

CITY OF GARDENA
SHT. OF

PUBLIC WORKS ENGINEERING DIVISION

DRAWN BY
BGB

CHECKED BY

DEPARTMENT OF PUBLIC WORKS

DESIGNED BY
F. B. REF.

LIMITS:

PROJECT :

NO.

DWG.

DATE:

DATE
UNDER THE SUPERVISION OF:

ARTHUR D. GUY CLA 2214
PLANS PREPARED BY:

AG
NN
ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT
WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2
-
-
- 47
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
Date

ARTHUR D GUY I I
R

EG I STERED LANDSCAPE ARCH I TECT

S T A T E O F CA L I F OR N I A
EXP . 5 / 3 1/ 2024
02/29/2024
02/29/2024
8-1059 MATCHLINE - SEE SHEET 18 MATCHLINE - SEE SHEET 20 19 N O R T H
0 40 feet
1" = 20'
20 60 80
KEYMAP
SCALE: NTS

LANDSCAPE DEMOLITION PLAN
NOTE:

FOR OVERALL DEMOLITION LEGEND, SEE SHEET 15.

FOR DEMOLITION NOTES, SEE SHEET 15.
5-2612

PUBLIC WORKS DIRECTOR / CITY ENGINEER
SEE SHEET 1 FOR SIGNATURE
SEE SHEET 1

FOR DATE

CITY RIGHT OF WAY

CITY RIGHT OF WAY NORMANDIE AVENUE

ARTESIA BLVD
E

EXISTING TREE

PROTECT IN PLACE

EXISTING TREE

PROTECT IN PLACE
R-03
D-01 D-01
D-01
D-02
60'-0" UPRR

RIGHT OF WAY
DOT # 760511 G
R-08
R-08
R-08
R-08

SD W WESTERN AVE NORMANDIE AVE VERMONT AVE

TREES BOTANICAL / COMMON NAME QTY
EXISTING LAGERSTROEMIA 2

PROTECT IN PLACE

UNLESS OTHERWISE

NOTED ON PLAN
EXISTING MELALEUCA 1

PROTECT IN PLACE

UNLESS OTHERWISE

NOTED ON PLAN
TREE DISPOSITION LEGEND - SHEET 20

SYMBOL DESCRIPTION QTY
REMOVE AND DISPOSE EXISTING HARDSCAPE 3,148 SF
GRUB AND CLEAR ALL SHRUBS AND GROUNDCOVER 1,740 SF
D-01
D-02
DEMOLITION LEGEND - SHEET 20

SYMBOL DESCRIPTION

EXISTING ELECTRICAL METER - PROTECT IN PLACE

EXISTING CROSSING WARNING DEVICE AND FLASHERS - PROTECT IN PLACE
R-03
R-08
REFERENCE LEGEND - SHEET 20
N0. REVISIONS DATE BY APP. ENGINEERING DIVISION
APPROVED BY :

CITY OF GARDENA
SHT. OF

PUBLIC WORKS ENGINEERING DIVISION

DRAWN BY
BGB

CHECKED BY

DEPARTMENT OF PUBLIC WORKS

DESIGNED BY
F. B. REF.

LIMITS:

PROJECT :

NO.

DWG.

DATE:

DATE
UNDER THE SUPERVISION OF:

ARTHUR D. GUY CLA 2214
PLANS PREPARED BY:

AG
NN
ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT
WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2
-
-
- 47
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
Date

ARTHUR D GUY I I
R

EG I STERED LANDSCAPE ARCH I TECT

S T A T E O F CA L I F OR N I A
EXP . 5 / 3 1/ 2024
02/29/2024
02/29/2024
8-1059 MATCHLINE - SEE SHEET 19 MATCHLINE - SEE SHEET 21 20 N O R T H
0 40 feet
1" = 20'
20 60 80
KEYMAP
SCALE: NTS

LANDSCAPE DEMOLITION PLAN
NOTE:

FOR OVERALL DEMOLITION LEGEND, SEE SHEET 15.

FOR DEMOLITION NOTES, SEE SHEET 15.
5-2612

PUBLIC WORKS DIRECTOR / CITY ENGINEER
SEE SHEET 1 FOR SIGNATURE
SEE SHEET 1

FOR DATE

CITY RIGHT OF WAY

CITY RIGHT OF WAY

ARTESIA BLVD

EXISTING TREE

TO BE REMOVED

EXISTING TREE

PROTECT IN PLACE
D-01
D-01
D-02

SD W WESTERN AVE NORMANDIE AVE VERMONT AVE

TREES BOTANICAL / COMMON NAME QTY
EXISTING LAGERSTROEMIA 1

PROTECT IN PLACE

UNLESS OTHERWISE

NOTED ON PLAN
EXISTING MELALEUCA 3

PROTECT IN PLACE

UNLESS OTHERWISE

NOTED ON PLAN
TREE DISPOSITION LEGEND - SHEET 21

SYMBOL DESCRIPTION QTY
REMOVE AND DISPOSE EXISTING HARDSCAPE 2,864 SF
GRUB AND CLEAR ALL SHRUBS AND GROUNDCOVER 5,169 SF
D-01
D-02
DEMOLITION LEGEND - SHEET 21
N0. REVISIONS DATE BY APP. ENGINEERING DIVISION
APPROVED BY :

CITY OF GARDENA
SHT. OF

PUBLIC WORKS ENGINEERING DIVISION

DRAWN BY
BGB

CHECKED BY

DEPARTMENT OF PUBLIC WORKS

DESIGNED BY
F. B. REF.

LIMITS:

PROJECT :

NO.

DWG.

DATE:

DATE
UNDER THE SUPERVISION OF:

ARTHUR D. GUY CLA 2214
PLANS PREPARED BY:

AG
NN
ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT
WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2
-
-
- 47
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
Date

ARTHUR D GUY I I
R

EG I STERED LANDSCAPE ARCH I TECT

S T A T E O F CA L I F OR N I A
EXP . 5 / 3 1/ 2024
02/29/2024
02/29/2024
8-1059 MATCHLINE - SEE SHEET 20 MATCHLINE - SEE SHEET 22 21 N O R T H
0 40 feet
1" = 20'
20 60 80
KEYMAP
SCALE: NTS

LANDSCAPE DEMOLITION PLAN
NOTE:

FOR OVERALL DEMOLITION LEGEND, SEE SHEET 15.

FOR DEMOLITION NOTES, SEE SHEET 15.
5-2612

PUBLIC WORKS DIRECTOR / CITY ENGINEER
SEE SHEET 1 FOR SIGNATURE
SEE SHEET 1

FOR DATE

CITY RIGHT OF WAY

CITY RIGHT OF WAY GATEWAY

CITY RIGHT OF WAY

ARTESIA BLVD GATEWAY
D-01
D-01
D-01

SD W WESTERN AVE NORMANDIE AVE VERMONT AVE

SYMBOL DESCRIPTION QTY
D-01 REMOVE AND DISPOSE EXISTING HARDSCAPE 4,451 SF
DEMOLITION LEGEND - SHEET 22
N0. REVISIONS DATE BY APP. ENGINEERING DIVISION
APPROVED BY :

CITY OF GARDENA
SHT. OF

PUBLIC WORKS ENGINEERING DIVISION

DRAWN BY
BGB

CHECKED BY

DEPARTMENT OF PUBLIC WORKS

DESIGNED BY
F. B. REF.

LIMITS:

PROJECT :

NO.

DWG.

DATE:

DATE
UNDER THE SUPERVISION OF:

ARTHUR D. GUY CLA 2214
PLANS PREPARED BY:

AG
NN
ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT
WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2
-
-
- 47
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
Date

ARTHUR D GUY I I
R

EG I STERED LANDSCAPE ARCH I TECT

S T A T E O F CA L I F OR N I A
EXP . 5 / 3 1/ 2024
02/29/2024
02/29/2024
8-1059 MATCHLINE - SEE SHEET 21 MATCHLINE - SEE SHEET 23 22 N O R T H
0 40 feet
1" = 20'
20 60 80
KEYMAP
SCALE: NTS

LANDSCAPE DEMOLITION PLAN
NOTE:

FOR OVERALL DEMOLITION LEGEND, SEE SHEET 15.

FOR DEMOLITION NOTES, SEE SHEET 15.
5-2612

PUBLIC WORKS DIRECTOR / CITY ENGINEER
SEE SHEET 1 FOR SIGNATURE
SEE SHEET 1

FOR DATE

CITY RIGHT OF WAY

CITY RIGHT OF WAY

ARTESIA BLVD SHOPPING PRIVATE CENTER DRIVEWAY
E
R-03

EXISTING TREE

PROTECT IN PLACE

EXISTING TREE

PROTECT IN PLACE

EXISTING TREE

PROTECT IN PLACE
D-01
D-02

EXISTING TREE

TO BE REMOVED

SD W WESTERN AVE NORMANDIE AVE VERMONT AVE

TREES BOTANICAL / COMMON NAME QTY
EXISTING LAGERSTROEMIA 2

PROTECT IN PLACE

UNLESS OTHERWISE

NOTED ON PLAN
EXISTING MELALEUCA 6

PROTECT IN PLACE

UNLESS OTHERWISE

NOTED ON PLAN
TREE DISPOSITION LEGEND - SHEET 23

SYMBOL DESCRIPTION QTY
REMOVE AND DISPOSE EXISTING HARDSCAPE 112 SF
GRUB AND CLEAR ALL SHRUBS AND GROUNDCOVER 8,983 SF
D-01
D-02
DEMOLITION LEGEND - SHEET 23

SYMBOL DESCRIPTION
R-03 EXISTING ELECTRICAL METER - PROTECT IN PLACE
REFERENCE LEGEND - SHEET 23
N0. REVISIONS DATE BY APP. ENGINEERING DIVISION
APPROVED BY :

CITY OF GARDENA
SHT. OF

PUBLIC WORKS ENGINEERING DIVISION

DRAWN BY
BGB

CHECKED BY

DEPARTMENT OF PUBLIC WORKS

DESIGNED BY
F. B. REF.

LIMITS:

PROJECT :

NO.

DWG.

DATE:

DATE
UNDER THE SUPERVISION OF:

ARTHUR D. GUY CLA 2214
PLANS PREPARED BY:

AG
NN
ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT
WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2
-
-
- 47
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
Date

ARTHUR D GUY I I
R

EG I STERED LANDSCAPE ARCH I TECT

S T A T E O F CA L I F OR N I A
EXP . 5 / 3 1/ 2024
02/29/2024
02/29/2024
8-1059 MATCHLINE - SEE SHEET 22 MATCHLINE - SEE SHEET 24 23 N O R T H
0 40 feet
1" = 20'
20 60 80
KEYMAP
SCALE: NTS

LANDSCAPE DEMOLITION PLAN
NOTE:

FOR OVERALL DEMOLITION LEGEND, SEE SHEET 15.

FOR DEMOLITION NOTES, SEE SHEET 15.
5-2612

PUBLIC WORKS DIRECTOR / CITY ENGINEER
SEE SHEET 1 FOR SIGNATURE
SEE SHEET 1

FOR DATE

CITY RIGHT OF WAY

ARTESIA BLVD SHOPPING CENTER CENTER VERMONT AVENUE PRIVATE DRIVEWAY PRIVATE DRIVEWAY E

E LIMIT OF WORK
R-03

EXISTING TREE

PROTECT IN PLACE
R-03
R-01
D-01
R-02
D-02

SD W WESTERN AVE NORMANDIE AVE VERMONT AVE

TREES BOTANICAL / COMMON NAME QTY
EXISTING MELALEUCA 3

PROTECT IN PLACE

UNLESS OTHERWISE

NOTED ON PLAN
TREE DISPOSITION LEGEND - SHEET 24

SYMBOL DESCRIPTION QTY
REMOVE AND DISPOSE EXISTING HARDSCAPE 3,754 SF
GRUB AND CLEAR ALL SHRUBS AND GROUNDCOVER 7,108 SF
D-01
D-02
DEMOLITION LEGEND - SHEET 24

SYMBOL DESCRIPTION

EXISTING STAMPED PAVING - PROTECT IN PLACE
EXISTING SIGNAGE AND (6) LIGHT FIXTURES - PROTECT IN PLACE

EXISTING ELECTRICAL METER - PROTECT IN PLACE
R-01
R-02
R-03
REFERENCE LEGEND - SHEET 24
N0. REVISIONS DATE BY APP. ENGINEERING DIVISION
APPROVED BY :

CITY OF GARDENA
SHT. OF

PUBLIC WORKS ENGINEERING DIVISION

DRAWN BY
BGB

CHECKED BY

DEPARTMENT OF PUBLIC WORKS

DESIGNED BY
F. B. REF.

LIMITS:

PROJECT :

NO.

DWG.

DATE:

DATE
UNDER THE SUPERVISION OF:

ARTHUR D. GUY CLA 2214
PLANS PREPARED BY:

AG
NN
ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT
WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2
-
-
- 47
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
Date

ARTHUR D GUY I I
R

EG I STERED LANDSCAPE ARCH I TECT

S T A T E O F CA L I F OR N I A
EXP . 5 / 3 1/ 2024
02/29/2024
02/29/2024
8-1059 MATCHLINE - SEE SHEET 23
24 N O R T H
0 40 feet
1" = 20'
20 60 80
KEYMAP
SCALE: NTS

LANDSCAPE DEMOLITION PLAN
NOTE:

FOR OVERALL DEMOLITION LEGEND, SEE SHEET 15.

FOR DEMOLITION NOTES, SEE SHEET 15.
5-2612

PUBLIC WORKS DIRECTOR / CITY ENGINEER
SEE SHEET 1 FOR SIGNATURE
SEE SHEET 1

FOR DATE

CITY RIGHT OF WAY GARDENA MARKET PLACE
ARTESIA BLVD LIMIT OF WORK ex new exex
A1 3.18
1" A
D1
A2 0.27
1" D
D2

7.32 A3
A 1"

0.27 A4
D 1"
3 4" 3
4"
3 4" 3
4"

SD W WESTERN AVE NORMANDIE AVE VERMONT AVE

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
HUNTER PCZ-101-25
DRIP CONTROL VALVE KIT. 1" PGV GLOBE VALVE WITH 1" HY100 FILTER SYSTEM. PRESSURE REGULATION: . FLOW RANGE: 0.5
GPM TO 15 GPM. 150 MESH STAINLESS STEEL SCREEN.
4 G/34

PIPE TRANSITION POINT ABOVE GRADE

PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING
WITH RISER TO ABOVE GRADE INSTALLATION.
8 RAIN BIRD MDCFCAP

DRIPLINE FLUSH VALVE CAP IN COMPRESSION FITTING
COUPLER.
1 L/35
RAIN BIRD ARV050
1/2" AIR RELIEF VALVE, MADE OF QUALITY RUST-PROOF
MATERIALS, WITH A 6.0" DRIP VALVE BOX (SEB 7XB EMITTER
BOX). USE WITH INSTALLATION BELOW SOIL. THE VALVE WILL

ALLOW AIR TO ESCAPE THE PIPELINE, THUS PREVENTING
WATER HAMMER OR BLOCKAGE.
2 M/35

AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CV-06-18

XFS-CV SUB-SURFACE LANDSCAPE DRIPLINE WITH A
HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.6 GPH EMITTERS AT 18" O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. SPECIFY XF INSERT
FITTINGS. AVAILABLE ONLY IN CALIFORNIA
714.6 S.F. I/34

AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CV-09-18 (TREE DRIPLINE RING)

XFS-CV SUB-SURFACE LANDSCAPE DRIPLINE WITH A
HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.9 GPH EMITTERS AT 18" O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. SPECIFY XF INSERT
FITTINGS.

77.2 S.F. K/35

MANUFACTURER/MODEL/DESCRIPTION
IRRIGATION LEGEND - SHEET 25
, N/35,
O/35, P/35,
Q/35, R/35

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL

EXISTING QUICK COUPLER VALVE

PROTECT IN PLACE / RENOVATE ONLY PER DETAIL
3 S/35

EXISTING BALL VALVE

PROTECT IN PLACE / RENOVATE ONLY PER DETAIL
1 IRRIGATION LATERAL LINE: PVC SCHEDULE 40
3/4" MIN. SIZE. INSTALL PER TRENCH DETAIL.
226.3 L.F. F/34
IRRIGATION MAINLINE: EXISTING, PROTECT IN PLACE 521.0 L.F.

VALVE NUMBER
# # VALVE FLOW
#"

VALVE CALLOUT

VALVE SIZE
# HYDROZONE
# DECODER

TREES BOTANICAL / COMMON NAME

EXISTING LAGERSTROEMIA

PROTECT IN PLACE
LAGERSTROEMIA X `MUSKOGEE` / TO MATCH EXISTING
(LIGHT LAVENDER - STANDARD)
TREE DISPOSITION LEGEND - SHEET 25

SYMBOL DESCRIPTION
ex EXISTING VALVE LOCATION (VALVE TO BE REPLACED)
new NEW VALVE
REFERENCE LEGEND - SHEET 25 MATCHLINE - SEE SHEET 26

N O R T H
0 40 feet
1" = 20'
20 60 80
25 N0. REVISIONS DATE BY APP. ENGINEERING DIVISION
APPROVED BY :

CITY OF GARDENA
SHT. OF

PUBLIC WORKS ENGINEERING DIVISION

DRAWN BY
BGB

CHECKED BY

DEPARTMENT OF PUBLIC WORKS

DESIGNED BY
F. B. REF.

LIMITS:

PROJECT :

NO.

DWG.

DATE:

DATE
UNDER THE SUPERVISION OF:

ARTHUR D. GUY CLA 2214
PLANS PREPARED BY:

AG
NN
ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT
WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2
-
-
- 47
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
Date

ARTHUR D GUY I I
R

EG I STERED LANDSCAPE ARCH I TECT

S T A T E O F CA L I F OR N I A
EXP . 5 / 3 1/ 2024
02/29/2024
02/29/2024
8-1059

LANDSCAPE IRRIGATION PLAN
KEYMAP
SCALE: NTS
NOTE:

FOR COMPLETE IRRIGATION LEGEND, SEE SHEET 36.

FOR IRRIGATION DETAILS, SEE SHEETS 34 THROUGH 35.

FOR IRRIGATION CALCS, SCHEDULE & NOTES, SEE SHEET 36.

NOTE: DRAWING IS DIAGRAMMATIC
NOTES: FOR DESIGN CLARIFICATION ONLY.
· IF EXISTING LOCATION AND DECODER IS ASSIGNED, CONTRACTOR

TO UTILIZE EXISTING CONTROL AND COMMON WIRE AND RUN A NEW TWO-WIRE CABLE TO NEW VALVES IDENTIFIED.
· CONTRACTOR SHALL TEST EACH PAIR OF WIRES (COMMON &

CONTROL) FOR EACH VALVE FROM CONTROLLER TO VALVE TO
CONFIRM WIRE INTEGRITY WITH DECODER INSTALLATION.
5-2612

PUBLIC WORKS DIRECTOR / CITY ENGINEER
SEE SHEET 1 FOR SIGNATURE
SEE SHEET 1

FOR DATE

CITY RIGHT OF WAY CITY RIGHT OF WAY MAGNOLIA WAY DENKER AVENUE

ARTESIA BLVD
SB exexex

0.45 A6
D 1"
A7 6.75
1" A
3 4" 3
4" 3
4"

4.09 A5
A 1"

SD W WESTERN AVE NORMANDIE AVE VERMONT AVE

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
HUNTER PCZ-101-25
DRIP CONTROL VALVE KIT. 1" PGV GLOBE VALVE WITH 1" HY100 FILTER SYSTEM. PRESSURE REGULATION: . FLOW RANGE: 0.5
GPM TO 15 GPM. 150 MESH STAINLESS STEEL SCREEN.
3 G/34

PIPE TRANSITION POINT ABOVE GRADE

PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING
WITH RISER TO ABOVE GRADE INSTALLATION.
7 RAIN BIRD MDCFCAP

DRIPLINE FLUSH VALVE CAP IN COMPRESSION FITTING
COUPLER.
5 L/35
RAIN BIRD ARV050
1/2" AIR RELIEF VALVE, MADE OF QUALITY RUST-PROOF
MATERIALS, WITH A 6.0" DRIP VALVE BOX (SEB 7XB EMITTER
BOX). USE WITH INSTALLATION BELOW SOIL. THE VALVE WILL

ALLOW AIR TO ESCAPE THE PIPELINE, THUS PREVENTING
WATER HAMMER OR BLOCKAGE.
2 M/35

AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CV-06-18

XFS-CV SUB-SURFACE LANDSCAPE DRIPLINE WITH A
HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.6 GPH EMITTERS AT 18" O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. SPECIFY XF INSERT
FITTINGS. AVAILABLE ONLY IN CALIFORNIA
3,657 S.F. I/34

AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CV-09-18 (TREE DRIPLINE RING)

XFS-CV SUB-SURFACE LANDSCAPE DRIPLINE WITH A
HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.9 GPH EMITTERS AT 18" O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. SPECIFY XF INSERT
FITTINGS.

69.0 S.F. K/35
IRRIGATION LEGEND - SHEET 26
, N/35,
O/35, P/35,
Q/35, R/35

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL

EXISTING REMOTE CONTROL VALVE - NOT USED

REMOVE AND CAP
4 EXISTING QUICK COUPLER VALVE

PROTECT IN PLACE / RENOVATE ONLY PER DETAIL
6 S/35

EXISTING BALL VALVE

PROTECT IN PLACE / RENOVATE ONLY PER DETAIL
3 EXISTING SPLICE BOX - PROTECT IN PLACE 1
IRRIGATION LATERAL LINE: PVC SCHEDULE 40
3/4" MIN. SIZE. INSTALL PER TRENCH DETAIL.
210.8 L.F. F/34
IRRIGATION MAINLINE: EXISTING, PROTECT IN PLACE 539.3 L.F.

PIPE SLEEVE: PVC SCHEDULE 40
PIPE SLEEVE LOCATION. INSTALL A MIN. 12" BEYOND EDGE OF HARDSCAPE. SEE PLAN FOR SIZES.

28.2 L.F. F/34
SB

VALVE NUMBER
# # VALVE FLOW
#"

VALVE CALLOUT

VALVE SIZE
# HYDROZONE
# DECODER

TREES BOTANICAL / COMMON NAME

EXISTING LAGERSTROEMIA

PROTECT IN PLACE
LAGERSTROEMIA X `MUSKOGEE` / TO MATCH EXISTING
(LIGHT LAVENDER - STANDARD)
TREE DISPOSITION LEGEND - SHEET 26

SYMBOL DESCRIPTION
ex EXISTING VALVE LOCATION (VALVE TO BE REPLACED)
new NEW VALVE
REFERENCE LEGEND - SHEET 26
N0. REVISIONS DATE BY APP. ENGINEERING DIVISION
APPROVED BY :

CITY OF GARDENA
SHT. OF

PUBLIC WORKS ENGINEERING DIVISION

DRAWN BY
BGB

CHECKED BY

DEPARTMENT OF PUBLIC WORKS

DESIGNED BY
F. B. REF.

LIMITS:

PROJECT :

NO.

DWG.

DATE:

DATE
UNDER THE SUPERVISION OF:

ARTHUR D. GUY CLA 2214
PLANS PREPARED BY:

AG
NN
ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT
WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2
-
-
- 47
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
Date

ARTHUR D GUY I I
R

EG I STERED LANDSCAPE ARCH I TECT

S T A T E O F CA L I F OR N I A
EXP . 5 / 3 1/ 2024
02/29/2024
02/29/2024
8-1059 MATCHLINE - SEE SHEET 25 MATCHLINE - SEE SHEET 27 26 N O R T H
0 40 feet
1" = 20'
20 60 80
KEYMAP
SCALE: NTS
NOTE: DRAWING IS DIAGRAMMATIC
FOR DESIGN CLARIFICATION ONLY.

LANDSCAPE IRRIGATION PLAN
NOTE:

FOR COMPLETE IRRIGATION LEGEND, SEE SHEET 36.

FOR IRRIGATION DETAILS, SEE SHEETS 34 THROUGH 35.

FOR IRRIGATION CALCS, SCHEDULE & NOTES, SEE SHEET 36.

NOTES:
· IF EXISTING LOCATION AND DECODER IS ASSIGNED, CONTRACTOR

TO UTILIZE EXISTING CONTROL AND COMMON WIRE AND RUN A NEW TWO-WIRE CABLE TO NEW VALVES IDENTIFIED.
· CONTRACTOR SHALL TEST EACH PAIR OF WIRES (COMMON &

CONTROL) FOR EACH VALVE FROM CONTROLLER TO VALVE TO
CONFIRM WIRE INTEGRITY WITH DECODER INSTALLATION.
5-2612

PUBLIC WORKS DIRECTOR / CITY ENGINEER
SEE SHEET 1 FOR SIGNATURE
SEE SHEET 1

FOR DATE

CITY RIGHT OF WAY CITY RIGHT OF WAY DALTON AVENUE

ARTESIA BLVD
T MH

G PRIVATE ALLEY
A
FS
R-05
R-06
R-04ex
ELECTRICAL P.O.C. AT EXISTING

TRAFFIC SIGNAL CABINET
(FOR REFERENCE ONLY - REFER TO CIVIL PLANS)

PULL SHIELDED POWER CABLE

THROUGH EXISTING TRAFFIC

CONTROL CONDUIT (FOR REFERENCE

ONLY - REFER TO CIVIL PLANS)

NEW PULLBOX ADJACENT TO ADVANCED TRAFFIC
LOOP BOX CONDUIT TERMINATION.

BROOKS PB36 PULLBOX (VERIFY TYPE).
(FOR REFERENCE ONLY - REFER TO CIVIL PLANS)
BORE OR TRENCH NEW 2 INCH SCHEDULE

PVC SLEEVE (FOR REFERENCE ONLY - REFER TO CIVIL PLANS)
CONDUIT FROM NEW PULLBOX TO NEW MEDIAN PULLBOX.

BROOKS PB36 PULLBOX (VERIFY TYPE).
(FOR REFERENCE ONLY - REFER TO CIVIL PLANS)
EXTENDED 2 INCH CONDUIT WITH SWEEP
ELLS TO NEW CONTROLLER ASSEMBLY ex

9.31 A8
A 1"

0.45 A9
D 1"
3 4"
1 1
4"
1"
PB
PB
3 4" 1" 1"

SD W WESTERN AVE NORMANDIE AVE VERMONT AVE

SYMBOL DESCRIPTION

EXISTING GAS METER - PROTECT IN PLACE

EXISTING MANHOLE - PROTECT IN PLACE

TRAFFIC BOX - PROTECT IN PLACE
R-04
R-05
R-06
REFERENCE LEGEND - SHEET 27

TREES BOTANICAL / COMMON NAME

EXISTING LAGERSTROEMIA

PROTECT IN PLACE
LAGERSTROEMIA X `MUSKOGEE` / TO MATCH EXISTING
(LIGHT LAVENDER - STANDARD)
TREE DISPOSITION LEGEND - SHEET 27
ex EXISTING VALVE LOCATION (VALVE TO BE REPLACED)
new NEW VALVE

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
HUNTER PCZ-101-25
DRIP CONTROL VALVE KIT. 1" PGV GLOBE VALVE WITH 1" HY100 FILTER SYSTEM. PRESSURE REGULATION: . FLOW RANGE: 0.5
GPM TO 15 GPM. 150 MESH STAINLESS STEEL SCREEN.
2 G/34

PIPE TRANSITION POINT ABOVE GRADE

PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING
WITH RISER TO ABOVE GRADE INSTALLATION.
4 RAIN BIRD MDCFCAP

DRIPLINE FLUSH VALVE CAP IN COMPRESSION FITTING
COUPLER.
2 L/35
RAIN BIRD ARV050
1/2" AIR RELIEF VALVE, MADE OF QUALITY RUST-PROOF
MATERIALS, WITH A 6.0" DRIP VALVE BOX (SEB 7XB EMITTER
BOX). USE WITH INSTALLATION BELOW SOIL. THE VALVE WILL

ALLOW AIR TO ESCAPE THE PIPELINE, THUS PREVENTING
WATER HAMMER OR BLOCKAGE.
1 M/35

AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CV-06-18

XFS-CV SUB-SURFACE LANDSCAPE DRIPLINE WITH A
HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.6 GPH EMITTERS AT 18" O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. SPECIFY XF INSERT
FITTINGS. AVAILABLE ONLY IN CALIFORNIA
2,629 S.F. I/34

AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CV-09-18 (TREE DRIPLINE RING)

XFS-CV SUB-SURFACE LANDSCAPE DRIPLINE WITH A
HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.9 GPH EMITTERS AT 18" O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. SPECIFY XF INSERT
FITTINGS.

69.0 S.F. K/35
IRRIGATION LEGEND - SHEET 27
, N/35,
O/35, P/35,
Q/35, R/35

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL

EXISTING BALL VALVE

PROTECT IN PLACE / RENOVATE ONLY PER DETAIL
2 BUCKNER-SUPERIOR 3200-NXT 1"

NORMALLY CLOSED BRASS MASTER VALVE THAT PROVIDES

DIRTY WATER PROTECTION, NO MINIMUM FLOW FEATURE AND
NO EXTERNAL TUBING. AVAILABLE IN 3/4", 1", 1-1/2", 2", 2-1/2", AND 3".
1 C/34
EXISTING - PROTECT IN PLACE: FEBCO 1-1/2"

REDUCED PRESSURE BACKFLOW PREVENTER
1 B/34
CONTROLLER ASSEMBLY `A`

HUNTER I-CORE CONTROLLER IN STAINLESS STEEL ENCLOSURE
WITH RAIN SENSOR. SEE SHEET 33 FOR ASSEMBLY MODEL
NUMBER AND SPECIFICATIONS. AVAILABLE THROUGH GREEN
PRODUCT SALES. CONTACT DARYL GREEN (949) 584-7311. (OR

APPROVED EQUAL)
1 A/34
CST FLOW SENSOR IFS-100C

CREATIVE SENSOR TECHNOLOGY
1 D/34

PULLBOX
BROOKS PB36 PULLBOX
2 T/35
POINT OF CONNECTION 1 1/2"
50-150 PSI PROVIDED BY GOLDEN STATE WATER (FEB 11, 2022). 75 PSI MINIMUM REQUIRED FOR SYSTEM OPERATION.
1 IRRIGATION LATERAL LINE: PVC SCHEDULE 40
3/4" MIN. SIZE. INSTALL PER TRENCH DETAIL.
143.5 L.F. F/34
IRRIGATION MAINLINE: EXISTING, PROTECT IN PLACE 606.1 L.F.

PIPE SLEEVE: PVC SCHEDULE 40
PIPE SLEEVE LOCATION. INSTALL A MIN. 12" BEYOND EDGE OF HARDSCAPE. SEE PLAN FOR SIZES.

14.7 L.F. F/34
A
FS
PB
(EXISTING)
O/35

VALVE NUMBER
# # VALVE FLOW
#"

VALVE CALLOUT

VALVE SIZE
# HYDROZONE
# DECODER
N0. REVISIONS DATE BY APP. ENGINEERING DIVISION
APPROVED BY :

CITY OF GARDENA
SHT. OF

PUBLIC WORKS ENGINEERING DIVISION

DRAWN BY
BGB

CHECKED BY

DEPARTMENT OF PUBLIC WORKS

DESIGNED BY
F. B. REF.

LIMITS:

PROJECT :

NO.

DWG.

DATE:

DATE
UNDER THE SUPERVISION OF:

ARTHUR D. GUY CLA 2214
PLANS PREPARED BY:

AG
NN
ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT
WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2
-
-
- 47
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
Date

ARTHUR D GUY I I
R

EG I STERED LANDSCAPE ARCH I TECT

S T A T E O F CA L I F OR N I A
EXP . 5 / 3 1/ 2024
02/29/2024
02/29/2024
8-1059 MATCHLINE - SEE SHEET 26 MATCHLINE - SEE SHEET 28 27 N O R T H
0 40 feet
1" = 20'
20 60 80
KEYMAP
SCALE: NTS
NOTE:

FOR COMPLETE IRRIGATION LEGEND, SEE SHEET 36.

FOR IRRIGATION DETAILS, SEE SHEETS 34 THROUGH 35.

FOR IRRIGATION CALCS, SCHEDULE & NOTES, SEE SHEET 36.

POINT OF CONNECTION - CONTROLLER A:

WATER METER LOCATED AS SHOWN ON THE

APPROVED SEWER AND WATER PLANS PROVIDED BY

THE CIVIL ENGINEER OF RECORD
METER SIZE: 1 1/2"
SERVICE LINE SIZE: 1 1/2"
ELEVATION OF METER: - STATIC PRESSURE: 75 PSI MIN. REQUIRED PUMP REQUIRED: NO
AREA SERVED: 10,587 SF
CONTROLLER ASSEMBLY - A:

CONTROLLER INSTALLED STAINLESS STEEL ENCLOSURE. PROVIDED BY GREEN PRODUCT SALES. CONTACT: DARYL GREEN 949-584-7311.

ASSEMBLY MODEL #
ICA6-HU7-18/SP/SOLSE/IFS-100C/TU3D-6/(2)3DDEC/TSP/GRD-K/LBR-2 CONTROLLER: HUNTER IC-1800 (ENCLOSURE MOUNT)
NUMBER OF STATIONS: 18 TOTAL (11 USED)
POWER USAGE: 120 / 240 VAC, 50 / 60 HZ.

MAX AC DRAW: 1 AMPS / 120 V - 2 AMPS / 230 V
WIRE TYPE: CONVENTIONAL
#14AWG (PILOT WIRES)
#12 AWG (COMMON WIRE)
NOTE: IF FIELD SPLICES ARE REQUIRED, PLACE IN PULL BOX PER DETAIL 'T' / SHEET 35.

LANDSCAPE IRRIGATION PLAN
NOTES:
· IF EXISTING LOCATION AND DECODER IS ASSIGNED, CONTRACTOR

TO UTILIZE EXISTING CONTROL AND COMMON WIRE AND RUN A NEW TWO-WIRE CABLE TO NEW VALVES IDENTIFIED.
· CONTRACTOR SHALL TEST EACH PAIR OF WIRES (COMMON &

CONTROL) FOR EACH VALVE FROM CONTROLLER TO VALVE TO
CONFIRM WIRE INTEGRITY WITH DECODER INSTALLATION.

CABLE NOTE: FOR COMMUNICATION BETWEEN
LOCAL DECODERS AND NEW MAIN LINE RUNS.

P-7072D PAIGE ELECTRIC COMMUNICATION
CABLE – 14 AWG/2 CONDUCTOR “MAXI” CABLE

WITH TWO TYPE UF WIRES WITH A PE OUTER
JACKET. THE COLORS OF THE OUTER JACKET

SHALL BE AS CALLED-FOR IN THE IRRIGATION
PLANS AND SPECIFICATIONS.

PAIGE PART #PRODUCT DESCRIPTION
180115 14 AWG RED JACKET
180126 14 AWG WHITE
PAIGE PART #PRODUCT DESCRIPTION
180127 14 AWG BLACK
180114 14 AWG ORANGE
180116 14 AWG BLUE
180118 14 AWG YELLOW
1801181 14 AWG PURPLE
1801182 14 AWG BROWN
1801151 14 AWG PINK
1801183 14 AWG GRAY
180117 14 AWG GREEN
5-2612

PUBLIC WORKS DIRECTOR / CITY ENGINEER
SEE SHEET 1 FOR SIGNATURE
SEE SHEET 1

FOR DATE

CITY RIGHT OF WAY

ARTESIA BLVD PRIVATE DRIVEWAY

SD W WESTERN AVE NORMANDIE AVE VERMONT AVE

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL

PIPE TRANSITION POINT ABOVE GRADE

PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING
WITH RISER TO ABOVE GRADE INSTALLATION.
3 RAIN BIRD MDCFCAP

DRIPLINE FLUSH VALVE CAP IN COMPRESSION FITTING
COUPLER.
1 L/35
RAIN BIRD ARV050
1/2" AIR RELIEF VALVE, MADE OF QUALITY RUST-PROOF
MATERIALS, WITH A 6.0" DRIP VALVE BOX (SEB 7XB EMITTER
BOX). USE WITH INSTALLATION BELOW SOIL. THE VALVE WILL

ALLOW AIR TO ESCAPE THE PIPELINE, THUS PREVENTING
WATER HAMMER OR BLOCKAGE.
1 M/35

AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CV-09-18 (TREE DRIPLINE RING)

XFS-CV SUB-SURFACE LANDSCAPE DRIPLINE WITH A
HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.9 GPH EMITTERS AT 18" O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. SPECIFY XF INSERT
FITTINGS.
103.5 S.F. K/35

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL

EXISTING REMOTE CONTROL VALVE - NOT USED

REMOVE AND CAP
1 EXISTING QUICK COUPLER VALVE

PROTECT IN PLACE / RENOVATE ONLY PER DETAIL
1 S/35
IRRIGATION LATERAL LINE: PVC SCHEDULE 40
3/4" MIN. SIZE. INSTALL PER TRENCH DETAIL.

54.4 L.F. F/34
IRRIGATION MAINLINE: EXISTING, PROTECT IN PLACE 617.5 L.F.

VALVE NUMBER
# # VALVE FLOW
#"

VALVE CALLOUT

VALVE SIZE
# HYDROZONE
# DECODER
IRRIGATION LEGEND - SHEET 28

TREES BOTANICAL / COMMON NAME

EXISTING LAGERSTROEMIA

PROTECT IN PLACE

EXISTING MELALEUCA

PROTECT IN PLACE

MELALEUCA QUINQUENERVIA / CAJEPUT TREE
(SINGLE TRUNK)
TREE DISPOSITION LEGEND - SHEET 28
N0. REVISIONS DATE BY APP. ENGINEERING DIVISION
APPROVED BY :

CITY OF GARDENA
SHT. OF

PUBLIC WORKS ENGINEERING DIVISION

DRAWN BY
BGB

CHECKED BY

DEPARTMENT OF PUBLIC WORKS

DESIGNED BY
F. B. REF.

LIMITS:

PROJECT :

NO.

DWG.

DATE:

DATE
UNDER THE SUPERVISION OF:

ARTHUR D. GUY CLA 2214
PLANS PREPARED BY:

AG
NN
ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT
WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2
-
-
- 47
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
Date

ARTHUR D GUY I I
R

EG I STERED LANDSCAPE ARCH I TECT

S T A T E O F CA L I F OR N I A
EXP . 5 / 3 1/ 2024
02/29/2024
02/29/2024
8-1059 MATCHLINE - SEE SHEET 27 MATCHLINE - SEE SHEET 29 28 N O R T H
0 40 feet
1" = 20'
20 60 80
KEYMAP
SCALE: NTS
NOTE: DRAWING IS DIAGRAMMATIC
FOR DESIGN CLARIFICATION ONLY.

LANDSCAPE IRRIGATION PLAN
NOTE:

FOR COMPLETE IRRIGATION LEGEND, SEE SHEET 36.

FOR IRRIGATION DETAILS, SEE SHEETS 34 THROUGH 35.

FOR IRRIGATION CALCS, SCHEDULE & NOTES, SEE SHEET 36.

NOTES:
· IF EXISTING LOCATION AND DECODER IS ASSIGNED, CONTRACTOR

TO UTILIZE EXISTING CONTROL AND COMMON WIRE AND RUN A NEW TWO-WIRE CABLE TO NEW VALVES IDENTIFIED.
· CONTRACTOR SHALL TEST EACH PAIR OF WIRES (COMMON &

CONTROL) FOR EACH VALVE FROM CONTROLLER TO VALVE TO
CONFIRM WIRE INTEGRITY WITH DECODER INSTALLATION.
5-2612

PUBLIC WORKS DIRECTOR / CITY ENGINEER
SEE SHEET 1 FOR SIGNATURE
SEE SHEET 1

FOR DATE

CITY RIGHT OF WAY

CITY RIGHT OF WAY NORMANDIE AVENUE

ARTESIA BLVD
E
60'-0" UPRR

RIGHT OF WAY
DOT # 760511G
R-03 exex

CAP & ABANDON EXISTING MAINLINE
A10 1.58
1" D
A11 11.3
1" A
3 4" 1"
1 1
4" 1"
R-08
R-08 R-08
R-08

SD W WESTERN AVE NORMANDIE AVE VERMONT AVE

SYMBOL DESCRIPTION

EXISTING ELECTRICAL METER - PROTECT IN PLACE

EXISTING CROSSING WARNING DEVICE AND FLASHERS - PROTECT IN PLACE
R-03
R-08
REFERENCE LEGEND - SHEET 29

TREES BOTANICAL / COMMON NAME

EXISTING LAGERSTROEMIA

PROTECT IN PLACE

EXISTING MELALEUCA

PROTECT IN PLACE

MELALEUCA QUINQUENERVIA / CAJEPUT TREE
(SINGLE TRUNK)
TREE DISPOSITION LEGEND - SHEET 29

CAP & ABANDON EXISTING MAINLINE
ex EXISTING VALVE LOCATION (VALVE TO BE REPLACED)
new NEW VALVE

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
HUNTER PCZ-101-25
DRIP CONTROL VALVE KIT. 1" PGV GLOBE VALVE WITH 1" HY100 FILTER SYSTEM. PRESSURE REGULATION: . FLOW RANGE: 0.5
GPM TO 15 GPM. 150 MESH STAINLESS STEEL SCREEN.
2 G/34

PIPE TRANSITION POINT ABOVE GRADE

PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING
WITH RISER TO ABOVE GRADE INSTALLATION.
5 RAIN BIRD MDCFCAP

DRIPLINE FLUSH VALVE CAP IN COMPRESSION FITTING
COUPLER.
1 L/35

AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CV-06-18

XFS-CV SUB-SURFACE LANDSCAPE DRIPLINE WITH A
HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.6 GPH EMITTERS AT 18" O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. SPECIFY XF INSERT
FITTINGS. AVAILABLE ONLY IN CALIFORNIA
2,550 S.F. I/34

AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CV-09-18 (TREE DRIPLINE RING)

XFS-CV SUB-SURFACE LANDSCAPE DRIPLINE WITH A
HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.9 GPH EMITTERS AT 18" O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. SPECIFY XF INSERT
FITTINGS.
138.0 S.F. K/35

MANUFACTURER/MODEL/DESCRIPTION
IRRIGATION LEGEND - SHEET 29
, N/35,
O/35, P/35,
Q/35, R/35

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL

EXISTING QUICK COUPLER VALVE

PROTECT IN PLACE / RENOVATE ONLY PER DETAIL
3 S/35
IRRIGATION LATERAL LINE: PVC SCHEDULE 40
3/4" MIN. SIZE. INSTALL PER TRENCH DETAIL.
155.0 L.F. F/34
IRRIGATION MAINLINE: EXISTING, PROTECT IN PLACE 525.7 L.F.

VALVE NUMBER
# # VALVE FLOW
#"

VALVE CALLOUT

VALVE SIZE
# HYDROZONE
# DECODER
N0. REVISIONS DATE BY APP. ENGINEERING DIVISION
APPROVED BY :

CITY OF GARDENA
SHT. OF

PUBLIC WORKS ENGINEERING DIVISION

DRAWN BY
BGB

CHECKED BY

DEPARTMENT OF PUBLIC WORKS

DESIGNED BY
F. B. REF.

LIMITS:

PROJECT :

NO.

DWG.

DATE:

DATE
UNDER THE SUPERVISION OF:

ARTHUR D. GUY CLA 2214
PLANS PREPARED BY:

AG
NN
ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT
WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2
-
-
- 47
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
Date

ARTHUR D GUY I I
R

EG I STERED LANDSCAPE ARCH I TECT

S T A T E O F CA L I F OR N I A
EXP . 5 / 3 1/ 2024
02/29/2024
02/29/2024
8-1059 MATCHLINE - SEE SHEET 28 MATCHLINE - SEE SHEET 30 29 N O R T H
0 40 feet
1" = 20'
20 60 80
KEYMAP
SCALE: NTS
NOTE: DRAWING IS DIAGRAMMATIC
FOR DESIGN CLARIFICATION ONLY.

LANDSCAPE IRRIGATION PLAN
NOTE:

FOR COMPLETE IRRIGATION LEGEND, SEE SHEET 36.

FOR IRRIGATION DETAILS, SEE SHEETS 34 THROUGH 35.

FOR IRRIGATION CALCS, SCHEDULE & NOTES, SEE SHEET 36.

NOTES:
· IF EXISTING LOCATION AND DECODER IS ASSIGNED, CONTRACTOR

TO UTILIZE EXISTING CONTROL AND COMMON WIRE AND RUN A NEW TWO-WIRE CABLE TO NEW VALVES IDENTIFIED.
· CONTRACTOR SHALL TEST EACH PAIR OF WIRES (COMMON &

CONTROL) FOR EACH VALVE FROM CONTROLLER TO VALVE TO
CONFIRM WIRE INTEGRITY WITH DECODER INSTALLATION.
5-2612

PUBLIC WORKS DIRECTOR / CITY ENGINEER
SEE SHEET 1 FOR SIGNATURE
SEE SHEET 1

FOR DATE

CITY RIGHT OF WAY

CITY RIGHT OF WAY

ARTESIA BLVD
T

K K K M M M
K
M
M
M
K
K K K
K K
M exexnew
3 4"
1"

CAP & ABANDON EXISTING MAINLINE

11.2 B1
E 1"

NEW MAINLINE FROM
VALVES B2 AND B3
K K

K M M M M M M M M M M M

M M M M M M M M M M M M K
EX

11.4 B2
E 1"
D8

1.35 B3
D 1"
D9
1 1
4" 3
4" CUT AND CAP EXISTING

MAINLINE AT EXISTING

BACKFLOW PREVENTER
AND MEDIAN LEG.

EXISTING BACKFLOW

PREVENTER SERVING

SHOPPING CENTER
AND MEDIAN.

EXISTING IRRIGATION CONTROLLER SERVES SHOPPING CENTER AND MEDIAN. DISCONNECT CONTROL WIRES SERVING MEDIAN. PROTECT

EXISTING WIRING WITHIN MEDIAN AND DETERMINE CONNECTIVITY OF EXISTING WIRING OF VALVES FOR CONNECTION TO NEW CONTROLLER 'B'. 1 1
4" 1"
3 4" 3
4"
1"
3 4"
2"

SD W WESTERN AVE NORMANDIE AVE VERMONT AVE

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI DETAIL
HUNTER MP CORNER PROS-12-PRS40-CV
SHRUB ROTATOR, 12" POP-UP WITH FACTORY INSTALLED CHECK
VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE.

T=TURQUOISE ADJ ARC 45-105 ON PRS40 BODY.
1 40 J/35
HUNTER MP1000 PROS-12-PRS40-CV
SHRUB ROTATOR, 12" POP-UP WITH CHECK VALVE, PRESSURE
REGULATED TO 40 PSI, MP ROTATOR NOZZLE. M=MAROON ADJ
ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360 ARC ON PRS40 BODY.
30 40 J/35
HUNTER MP2000 PROS-12-PRS40-CV
SHRUB ROTATOR, 12" POP-UP WITH CHECK VALVE, PRESSURE
REGULATED TO 40 PSI, MP ROTATOR NOZZLE. K=BLACK ADJ
ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC ON
PRS40 BODY.
14 40 J/35

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
HUNTER PCZ-101-25
DRIP CONTROL VALVE KIT. 1" PGV GLOBE VALVE WITH 1" HY100 FILTER SYSTEM. PRESSURE REGULATION: . FLOW RANGE: 0.5
GPM TO 15 GPM. 150 MESH STAINLESS STEEL SCREEN.
1 G/34

PIPE TRANSITION POINT ABOVE GRADE

PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING
WITH RISER TO ABOVE GRADE INSTALLATION.
6 AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CV-09-18 (TREE DRIPLINE RING)

XFS-CV SUB-SURFACE LANDSCAPE DRIPLINE WITH A
HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.9 GPH EMITTERS AT 18" O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. SPECIFY XF INSERT
FITTINGS.
207.1 S.F. K/35

MANUFACTURER/MODEL/DESCRIPTION
T
M L O
K G R
IRRIGATION LEGEND - SHEET 30
, N/35,
O/35, P/35,
Q/35, R/35

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL

HUNTER ICV-G
1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC REMOTE CONTROL

VALVES, GLOBE CONFIGURATION, WITH NPT THREADED
INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE.
2 H/34
EXISTING BACKFLOW PREVENTER 3/4"

PROTECT-IN-PLACE
1 EXISTING IRRIGATION CONTROLLER

PROTECT-IN-PLACE
1 IRRIGATION LATERAL LINE: PVC SCHEDULE 40
3/4" MIN. SIZE. INSTALL PER TRENCH DETAIL.
747.6 L.F. F/34
IRRIGATION MAINLINE: EXISTING, PROTECT IN PLACE 839.0 L.F.

IRRIGATION MAINLINE: PVC SCHEDULE 40 (NEW MAINLINE)
1-1 1/2" SIZE. SIZE NOTED ON PLAN. INSTALL PER TRENCH
DETAIL.

5.3 L.F. F/34
EX

VALVE NUMBER
# # VALVE FLOW
#"

VALVE CALLOUT

VALVE SIZE
# HYDROZONE
# DECODER
, N/35,
O/35, P/35,
Q/35, R/35

TREES BOTANICAL / COMMON NAME

EXISTING LAGERSTROEMIA

PROTECT IN PLACE

EXISTING MELALEUCA

PROTECT IN PLACE
LAGERSTROEMIA X `MUSKOGEE` / TO MATCH EXISTING
(LIGHT LAVENDER - STANDARD)
TREE DISPOSITION LEGEND - SHEET 30

SYMBOL DESCRIPTION

CAP & ABANDON EXISTING MAINLINE
ex EXISTING VALVE LOCATION (VALVE TO BE REPLACED)
new NEW VALVE
REFERENCE LEGEND - SHEET 30
N0. REVISIONS DATE BY APP. ENGINEERING DIVISION
APPROVED BY :

CITY OF GARDENA
SHT. OF

PUBLIC WORKS ENGINEERING DIVISION

DRAWN BY
BGB

CHECKED BY

DEPARTMENT OF PUBLIC WORKS

DESIGNED BY
F. B. REF.

LIMITS:

PROJECT :

NO.

DWG.

DATE:

DATE
UNDER THE SUPERVISION OF:

ARTHUR D. GUY CLA 2214
PLANS PREPARED BY:

AG
NN
ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT
WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2
-
-
- 47
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
Date

ARTHUR D GUY I I
R

EG I STERED LANDSCAPE ARCH I TECT

S T A T E O F CA L I F OR N I A
EXP . 5 / 3 1/ 2024
02/29/2024
02/29/2024
8-1059 MATCHLINE - SEE SHEET 29 MATCHLINE - SEE SHEET 31 30 N O R T H
0 40 feet
1" = 20'
20 60 80
KEYMAP
SCALE: NTS
NOTE: DRAWING IS DIAGRAMMATIC
FOR DESIGN CLARIFICATION ONLY.

LANDSCAPE IRRIGATION PLAN
NOTE:

FOR COMPLETE IRRIGATION LEGEND, SEE SHEET 36.

FOR IRRIGATION DETAILS, SEE SHEETS 34 THROUGH 35.

FOR IRRIGATION CALCS, SCHEDULE & NOTES, SEE SHEET 36.

NOTES:
· IF EXISTING LOCATION AND DECODER IS ASSIGNED, CONTRACTOR

TO UTILIZE EXISTING CONTROL AND COMMON WIRE AND RUN A NEW TWO-WIRE CABLE TO NEW VALVES IDENTIFIED.
· CONTRACTOR SHALL TEST EACH PAIR OF WIRES (COMMON &

CONTROL) FOR EACH VALVE FROM CONTROLLER TO VALVE TO
CONFIRM WIRE INTEGRITY WITH DECODER INSTALLATION.
5-2612

PUBLIC WORKS DIRECTOR / CITY ENGINEER
SEE SHEET 1 FOR SIGNATURE
SEE SHEET 1

FOR DATE

CITY RIGHT OF WAY

CITY RIGHT OF WAY GATEWAY

CITY RIGHT OF WAY

ARTESIA BLVD GATEWAY

SD W WESTERN AVE NORMANDIE AVE VERMONT AVE

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
IRRIGATION MAINLINE: EXISTING, PROTECT IN PLACE 426.5 L.F.

VALVE NUMBER
# # VALVE FLOW
#"

VALVE CALLOUT

VALVE SIZE
# HYDROZONE
# DECODER
IRRIGATION LEGEND - SHEET 31
N0. REVISIONS DATE BY APP. ENGINEERING DIVISION
APPROVED BY :

CITY OF GARDENA
SHT. OF

PUBLIC WORKS ENGINEERING DIVISION

DRAWN BY
BGB

CHECKED BY

DEPARTMENT OF PUBLIC WORKS

DESIGNED BY
F. B. REF.

LIMITS:

PROJECT :

NO.

DWG.

DATE:

DATE
UNDER THE SUPERVISION OF:

ARTHUR D. GUY CLA 2214
PLANS PREPARED BY:

AG
NN
ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT
WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2
-
-
- 47
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
Date

ARTHUR D GUY I I
R

EG I STERED LANDSCAPE ARCH I TECT

S T A T E O F CA L I F OR N I A
EXP . 5 / 3 1/ 2024
02/29/2024
02/29/2024
8-1059 MATCHLINE - SEE SHEET 30 MATCHLINE - SEE SHEET 32 31 N O R T H
0 40 feet
1" = 20'
20 60 80
KEYMAP
SCALE: NTS
NOTE: DRAWING IS DIAGRAMMATIC
FOR DESIGN CLARIFICATION ONLY.

LANDSCAPE IRRIGATION PLAN
NOTE:

FOR COMPLETE IRRIGATION LEGEND, SEE SHEET 36.

FOR IRRIGATION DETAILS, SEE SHEETS 34 THROUGH 35.

FOR IRRIGATION CALCS, SCHEDULE & NOTES, SEE SHEET 36.

NOTES:
· IF EXISTING LOCATION AND DECODER IS ASSIGNED, CONTRACTOR

TO UTILIZE EXISTING CONTROL AND COMMON WIRE AND RUN A NEW TWO-WIRE CABLE TO NEW VALVES IDENTIFIED.
· CONTRACTOR SHALL TEST EACH PAIR OF WIRES (COMMON &

CONTROL) FOR EACH VALVE FROM CONTROLLER TO VALVE TO
CONFIRM WIRE INTEGRITY WITH DECODER INSTALLATION.
5-2612

PUBLIC WORKS DIRECTOR / CITY ENGINEER
SEE SHEET 1 FOR SIGNATURE
SEE SHEET 1

FOR DATE

CITY RIGHT OF WAY
CITY RIGHT OF WAY new new new

ARTESIA BLVD SHOPPING PRIVATE CENTER DRIVEWAY
E R-03
M
M
M M M
M M M
M M M
M M M
M M M
M M M
M
M
M
M
M M M M M K K K K M M M M M M M M M M M M M M M M M exex 3 4"
M
FS
ELECTRICAL P.O.C. AT EXISTING TRAFFIC

SIGNAL CABINET (FOR REFERENCE ONLY - REFER TO CIVIL PLANS)

PULL SHIELDED POWER CABLE THROUGH

NEW CONDUIT (FOR REFERENCE ONLY - REFER TO CIVIL PLANS) NEW PULLBOX : BROOKS PB36 PULLBOX (VERIFY TYPE).
(FOR REFERENCE ONLY - REFER TO CIVIL PLANS)
BORE OR TRENCH NEW 2 INCH

SCHEDULE PVC SLEEVE
(FOR REFERENCE ONLY - REFER TO CIVIL PLANS)
CONDUIT FROM NEW PULLBOX TO NEW MEDIAN PULLBOX.

BROOKS PB36 PULLBOX (VERIFY TYPE).
(FOR REFERENCE ONLY - REFER TO CIVIL PLANS)
B
NEW 1-1/2" WATER METER WITH 2" SERVICE LINE
(FOR REFERENCE ONLY - REFER TO CIVIL PLANS)

8.82 B4
E 1"

9.43 B5
E 1"
D4

9.46 B6
E 1"
D5
B7 9.01
1" E
D6
B8 3.60
1" D
D7

NEW MAINLINE FROM
VALVE B5 THROUGH B8
1"
1 1
4"

M M M M
M M
M M M
M M M
K M M
K K
K K
K K K

M M M M M
K
K
PB
PB
PVC SCH. 40 - 4" SLEEVE
1 1
2"
1"
1"
3 4" 1" 1" 1" 1" 3
4" 1"
3 4"
1" 3
4"

SD W WESTERN AVE NORMANDIE AVE VERMONT AVE

SYMBOL DESCRIPTION
R-03 EXISTING ELECTRICAL METER - PROTECT IN PLACE
REFERENCE LEGEND - SHEET 32
ex EXISTING VALVE LOCATION (VALVE TO BE REPLACED)
new NEW VALVE

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI DETAIL
HUNTER MP1000 PROS-12-PRS40-CV
SHRUB ROTATOR, 12" POP-UP WITH CHECK VALVE, PRESSURE
REGULATED TO 40 PSI, MP ROTATOR NOZZLE. M=MAROON ADJ
ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360 ARC ON PRS40 BODY.
65 40 J/35
HUNTER MP2000 PROS-12-PRS40-CV
SHRUB ROTATOR, 12" POP-UP WITH CHECK VALVE, PRESSURE
REGULATED TO 40 PSI, MP ROTATOR NOZZLE. K=BLACK ADJ
ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC ON
PRS40 BODY.
14 40 J/35

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
HUNTER PCZ-101-25
DRIP CONTROL VALVE KIT. 1" PGV GLOBE VALVE WITH 1" HY100 FILTER SYSTEM. PRESSURE REGULATION: . FLOW RANGE: 0.5
GPM TO 15 GPM. 150 MESH STAINLESS STEEL SCREEN.
1 G/34

PIPE TRANSITION POINT ABOVE GRADE

PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING
WITH RISER TO ABOVE GRADE INSTALLATION.
16 AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CV-09-18 (TREE DRIPLINE RING)

XFS-CV SUB-SURFACE LANDSCAPE DRIPLINE WITH A
HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.9 GPH EMITTERS AT 18" O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. SPECIFY XF INSERT
FITTINGS.
552.1 S.F. K/35

MANUFACTURER/MODEL/DESCRIPTION
M L O
K G R
IRRIGATION LEGEND - SHEET 32
, N/35,
O/35, P/35,
Q/35, R/35

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL

EXISTING REMOTE CONTROL VALVE - NOT USED

REMOVE AND CAP
1 HUNTER ICV-G
1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC REMOTE CONTROL

VALVES, GLOBE CONFIGURATION, WITH NPT THREADED
INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE.
4 H/34

EXISTING QUICK COUPLER VALVE

PROTECT IN PLACE / RENOVATE ONLY PER DETAIL
2 S/35
NIBCO T-113
CLASS 125 BRONZE GATE SHUT OFF VALVE WITH WHEEL

HANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVE
LOCATION. SIZE RANGE - 1/4" - 3"
2 E/34
BUCKNER-SUPERIOR 3200-NXT 1"

NORMALLY CLOSED BRASS MASTER VALVE THAT PROVIDES

DIRTY WATER PROTECTION, NO MINIMUM FLOW FEATURE AND
NO EXTERNAL TUBING. AVAILABLE IN 3/4", 1", 1-1/2", 2", 2-1/2", AND 3".
1 C/34
FEBCO 825YA-LF 1-1/2"
REDUCED PRESSURE BACKFLOW PREVENTER.

BACKFLOW ENCLOSURE: VIT STRONGBOX #SBBC-30CR
ENCLOSURE SHALL BE EMBEDDED IN AN 8" THICK CONCRETE
PAD THAT EXTENDS 6" BEYOND THE SIDES AND 3` BEHIND THE
HINDGED SIDE OF ENCLOSURE. CONCRETE INSTALLATION
GRADE SHALL MATCH THE CURB HEIGHT.
1 B/34
CONTROLLER ASSEMBLY `B`

HUNTER I-CORE CONTROLLER IN STAINLESS STEEL ENCLOSURE
WITH RAIN SENSOR. SEE SHEET 38 FOR ASSEMBLY MODEL
NUMBER AND SPECIFICATIONS. AVAILABLE THROUGH GREEN
PRODUCT SALES. CONTACT DARYL GREEN (949) 584-7311. (OR

APPROVED EQUAL)
1 A/34
CST FLOW SENSOR IFS-100C

CREATIVE SENSOR TECHNOLOGY
1 D/34

PULLBOX
BROOKS PB36 PULLBOX
2 T/35
WATER METER 1-1/2"
50-150 PSI PROVIDED BY GOLDEN STATE WATER (FEB 11, 2022). 75 PSI MINIMUM REQUIRED FOR SYSTEM OPERATION.
1 B
FS
PB
M
(NEW)
, N/35,
O/35, P/35,
Q/35, R/35
P/35, Q/35,
R/35
IRRIGATION LATERAL LINE: PVC SCHEDULE 40
3/4" MIN. SIZE. INSTALL PER TRENCH DETAIL.
1,420 L.F. F/34
IRRIGATION MAINLINE: EXISTING, PROTECT IN PLACE 536.2 L.F.

IRRIGATION MAINLINE: PVC SCHEDULE 40 (NEW MAINLINE)
1-1 1/2" SIZE. SIZE NOTED ON PLAN. INSTALL PER TRENCH
DETAIL.
101.8 L.F. F/34
PIPE SLEEVE: PVC SCHEDULE 40
PIPE SLEEVE LOCATION. INSTALL A MIN. 12" BEYOND EDGE OF HARDSCAPE. SEE PLAN FOR SIZES.

64.8 L.F. F/34

VALVE NUMBER
# # VALVE FLOW
#"

VALVE CALLOUT

VALVE SIZE
# HYDROZONE
# DECODER

TREES BOTANICAL / COMMON NAME

EXISTING LAGERSTROEMIA

PROTECT IN PLACE

EXISTING MELALEUCA

PROTECT IN PLACE
LAGERSTROEMIA X `MUSKOGEE` / TO MATCH EXISTING
(LIGHT LAVENDER - STANDARD)

MELALEUCA QUINQUENERVIA / CAJEPUT TREE
(SINGLE TRUNK)
TREE DISPOSITION LEGEND - SHEET 32

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL

EXISTING REMOTE CONTROL VALVE - NOT USED
N0. REVISIONS DATE BY APP. ENGINEERING DIVISION
APPROVED BY :

CITY OF GARDENA
SHT. OF

PUBLIC WORKS ENGINEERING DIVISION

DRAWN BY
BGB

CHECKED BY

DEPARTMENT OF PUBLIC WORKS

DESIGNED BY
F. B. REF.

LIMITS:

PROJECT :

NO.

DWG.

DATE:

DATE
UNDER THE SUPERVISION OF:

ARTHUR D. GUY CLA 2214
PLANS PREPARED BY:

AG
NN
ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT
WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2
-
-
- 47
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
Date

ARTHUR D GUY I I
R

EG I STERED LANDSCAPE ARCH I TECT

S T A T E O F CA L I F OR N I A
EXP . 5 / 3 1/ 2024
02/29/2024
02/29/2024
8-1059 MATCHLINE - SEE SHEET 31 MATCHLINE - SEE SHEET 33 32 N O R T H
0 40 feet
1" = 20'
20 60 80
KEYMAP
SCALE: NTS
NOTE: DRAWING IS DIAGRAMMATIC
FOR DESIGN CLARIFICATION ONLY.

LANDSCAPE IRRIGATION PLAN
CONTROLLER NOTE:

PRIOR TO START OF MAINTENANCE PERIOD,

IRRIGATION CONTROLLER SHALL BE PROGRAMMED
TO RUN OFF REAL TIME ET.

CONTROLLER ASSEMBLY - B:

CONTROLLER INSTALLED STAINLESS STEEL ENCLOSURE. PROVIDED BY GREEN PRODUCT SALES. CONTACT: DARYL GREEN 949-584-7311.

ASSEMBLY MODEL #
ICA6-HU7-18/SP/SOLSE/IFS-100C/TU3D-24/(9)3DDEC/(3)TSP/(3)GRD-K/LBR-4 CONTROLLER: HUNTER IC-1800 (ENCLOSURE MOUNT)
NUMBER OF STATIONS: 18 TOTAL (12 USED)
POWER USAGE: 120 / 240 VAC, 50 / 60 HZ.

MAX AC DRAW: 1 AMPS / 120 V - 2 AMPS / 230 V
WIRE TYPE: CONVENTIONAL
#14AWG (PILOT WIRES)
#12 AWG (COMMON WIRE)
NOTE: IF FIELD SPLICES ARE REQUIRED, PLACE IN PULL BOX PER DETAIL 'T' / SHEET 35.

NOTE:

FOR COMPLETE IRRIGATION LEGEND, SEE SHEET 36.

FOR IRRIGATION DETAILS, SEE SHEETS 34 THROUGH 35.

FOR IRRIGATION CALCS, SCHEDULE & NOTES, SEE SHEET 36.

POINT OF CONNECTION - CONTROLLER B:

WATER METER LOCATED AS SHOWN ON THE

APPROVED SEWER AND WATER PLANS PROVIDED BY

THE CIVIL ENGINEER OF RECORD
METER SIZE: 1 1/2"
SERVICE LINE SIZE: 1 1/2"
ELEVATION OF METER: - STATIC PRESSURE: 75 PSI MIN. REQUIRED PUMP REQUIRED: NO
AREA SERVED: 21,933 SF
NOTES:
· IF EXISTING LOCATION AND DECODER IS ASSIGNED, CONTRACTOR

TO UTILIZE EXISTING CONTROL AND COMMON WIRE AND RUN A NEW TWO-WIRE CABLE TO NEW VALVES IDENTIFIED.
· CONTRACTOR SHALL TEST EACH PAIR OF WIRES (COMMON &

CONTROL) FOR EACH VALVE FROM CONTROLLER TO VALVE TO
CONFIRM WIRE INTEGRITY WITH DECODER INSTALLATION.

CABLE NOTE: FOR COMMUNICATION BETWEEN
LOCAL DECODERS AND NEW MAIN LINE RUNS.

P-7072D PAIGE ELECTRIC COMMUNICATION
CABLE – 14 AWG/2 CONDUCTOR “MAXI” CABLE

WITH TWO TYPE UF WIRES WITH A PE OUTER
JACKET. THE COLORS OF THE OUTER JACKET

SHALL BE AS CALLED-FOR IN THE IRRIGATION
PLANS AND SPECIFICATIONS.

PAIGE PART #PRODUCT DESCRIPTION
180115 14 AWG RED JACKET
180126 14 AWG WHITE
PAIGE PART #PRODUCT DESCRIPTION
180127 14 AWG BLACK
180114 14 AWG ORANGE
180116 14 AWG BLUE
180118 14 AWG YELLOW
1801181 14 AWG PURPLE
1801182 14 AWG BROWN
1801151 14 AWG PINK
1801183 14 AWG GRAY
180117 14 AWG GREEN
5-2612

PUBLIC WORKS DIRECTOR / CITY ENGINEER
SEE SHEET 1 FOR SIGNATURE
SEE SHEET 1

FOR DATE

CITY RIGHT OF WAY

ARTESIA BLVD SHOPPING CENTER CENTER VERMONT AVENUE PRIVATE DRIVEWAY PRIVATE DRIVEWAY E

E LIMIT OF WORK
R-01
R-03
R-02
R-03

M M M K K K K K K K K K K K K K K

K K K K K K
K K K
K K
K
K
K
K
M
M exex new new
3 4"
3 4" 3
4"
1"
3 4" 3
4"
1"
1 1
4"
B9 11.3
1" E
B10 11.0
1" E
D1
B11 1.80
1" D
D2
B12 13.2
1" A
D3

NEW MAINLINE FROM
VALVE B10 THROUGH B12
1 1
4"
1 1
4" 1"
1 1
4"

SD W WESTERN AVE NORMANDIE AVE VERMONT AVE

SYMBOL DESCRIPTION

EXISTING STAMPED PAVING - PROTECT IN PLACE
EXISTING SIGNAGE AND (6) LIGHT FIXTURES - PROTECT IN PLACE

EXISTING ELECTRICAL METER - PROTECT IN PLACE
R-01
R-02
R-03
REFERENCE LEGEND - SHEET 33

TREES BOTANICAL / COMMON NAME

EXISTING MELALEUCA

PROTECT IN PLACE
LAGERSTROEMIA X `MUSKOGEE` / TO MATCH EXISTING
(LIGHT LAVENDER - STANDARD)

MELALEUCA QUINQUENERVIA / CAJEPUT TREE
(SINGLE TRUNK)
TREE DISPOSITION LEGEND - SHEET 33
ex EXISTING VALVE LOCATION (VALVE TO BE REPLACED)
new NEW VALVE

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI DETAIL
HUNTER MP1000 PROS-12-PRS40-CV
SHRUB ROTATOR, 12" POP-UP WITH CHECK VALVE, PRESSURE
REGULATED TO 40 PSI, MP ROTATOR NOZZLE. M=MAROON ADJ
ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360 ARC ON PRS40 BODY.
5 40 J/35
HUNTER MP2000 PROS-12-PRS40-CV
SHRUB ROTATOR, 12" POP-UP WITH CHECK VALVE, PRESSURE
REGULATED TO 40 PSI, MP ROTATOR NOZZLE. K=BLACK ADJ
ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC ON
PRS40 BODY.
29 40 J/35

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
HUNTER PCZ-101-25
DRIP CONTROL VALVE KIT. 1" PGV GLOBE VALVE WITH 1" HY100 FILTER SYSTEM. PRESSURE REGULATION: . FLOW RANGE: 0.5
GPM TO 15 GPM. 150 MESH STAINLESS STEEL SCREEN.
2 G/34

PIPE TRANSITION POINT ABOVE GRADE

PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING
WITH RISER TO ABOVE GRADE INSTALLATION.
9 RAIN BIRD MDCFCAP

DRIPLINE FLUSH VALVE CAP IN COMPRESSION FITTING
COUPLER.
1 L/35
RAIN BIRD ARV050
1/2" AIR RELIEF VALVE, MADE OF QUALITY RUST-PROOF
MATERIALS, WITH A 6.0" DRIP VALVE BOX (SEB 7XB EMITTER
BOX). USE WITH INSTALLATION BELOW SOIL. THE VALVE WILL

ALLOW AIR TO ESCAPE THE PIPELINE, THUS PREVENTING
WATER HAMMER OR BLOCKAGE.
1 M/35

AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CV-06-18

XFS-CV SUB-SURFACE LANDSCAPE DRIPLINE WITH A
HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.6 GPH EMITTERS AT 18" O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. SPECIFY XF INSERT
FITTINGS. AVAILABLE ONLY IN CALIFORNIA
2,979 S.F. I/34

AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CV-09-18 (TREE DRIPLINE RING)

XFS-CV SUB-SURFACE LANDSCAPE DRIPLINE WITH A
HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.9 GPH EMITTERS AT 18" O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. SPECIFY XF INSERT
FITTINGS.
276.1 S.F. K/35
M L O
K G R
IRRIGATION LEGEND - SHEET 33
, N/35,
O/35, P/35,
Q/35, R/35

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL

HUNTER ICV-G
1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC REMOTE CONTROL

VALVES, GLOBE CONFIGURATION, WITH NPT THREADED
INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE.
2 H/34
IRRIGATION LATERAL LINE: PVC SCHEDULE 40
3/4" MIN. SIZE. INSTALL PER TRENCH DETAIL.
801.3 L.F. F/34
IRRIGATION MAINLINE: EXISTING, PROTECT IN PLACE 325.4 L.F.

IRRIGATION MAINLINE: PVC SCHEDULE 40 (NEW MAINLINE)
1-1 1/2" SIZE. SIZE NOTED ON PLAN. INSTALL PER TRENCH
DETAIL.
259.9 L.F. F/34
PIPE SLEEVE: PVC SCHEDULE 40
PIPE SLEEVE LOCATION. INSTALL A MIN. 12" BEYOND EDGE OF HARDSCAPE. SEE PLAN FOR SIZES.

13.9 L.F. F/34

VALVE NUMBER
# # VALVE FLOW
#"

VALVE CALLOUT

VALVE SIZE
# HYDROZONE
# DECODER
, N/35,
O/35, P/35,
Q/35, R/35
N0. REVISIONS DATE BY APP. ENGINEERING DIVISION
APPROVED BY :

CITY OF GARDENA
SHT. OF

PUBLIC WORKS ENGINEERING DIVISION

DRAWN BY
BGB

CHECKED BY

DEPARTMENT OF PUBLIC WORKS

DESIGNED BY
F. B. REF.

LIMITS:

PROJECT :

NO.

DWG.

DATE:

DATE
UNDER THE SUPERVISION OF:

ARTHUR D. GUY CLA 2214
PLANS PREPARED BY:

AG
NN
ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT
WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2
-
-
- 47
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
Date

ARTHUR D GUY I I
R

EG I STERED LANDSCAPE ARCH I TECT

S T A T E O F CA L I F OR N I A
EXP . 5 / 3 1/ 2024
02/29/2024
02/29/2024
8-1059 MATCHLINE - SEE SHEET 32
33 N O R T H
0 40 feet
1" = 20'
20 60 80
KEYMAP
SCALE: NTS
NOTE: DRAWING IS DIAGRAMMATIC
FOR DESIGN CLARIFICATION ONLY.

LANDSCAPE IRRIGATION PLAN
NOTE:

FOR COMPLETE IRRIGATION LEGEND, SEE SHEET 36.

FOR IRRIGATION DETAILS, SEE SHEETS 34 THROUGH 35.

FOR IRRIGATION CALCS, SCHEDULE & NOTES, SEE SHEET 36.

NOTES:
· IF EXISTING LOCATION AND DECODER IS ASSIGNED, CONTRACTOR

TO UTILIZE EXISTING CONTROL AND COMMON WIRE AND RUN A NEW TWO-WIRE CABLE TO NEW VALVES IDENTIFIED.
· CONTRACTOR SHALL TEST EACH PAIR OF WIRES (COMMON &

CONTROL) FOR EACH VALVE FROM CONTROLLER TO VALVE TO
CONFIRM WIRE INTEGRITY WITH DECODER INSTALLATION.
5-2612

PUBLIC WORKS DIRECTOR / CITY ENGINEER
SEE SHEET 1 FOR SIGNATURE
SEE SHEET 1

FOR DATE

REMOTE CONTROL VALVE
SCALE: N.T.S 2" 2" CLEAR
1 2 3
4 5
6 7
10 8 9
11 12 14 13
15 17 16

SECTION
1 CONTROL VALVE
2 FINISH GRADE OF TURF
3 FINISH GRADE OF SHRUB AREA
3M DBY-6 DIRECT BURY SPLICE KIT W/

SCOTCHLOK SPRING CONNECTORS
4 5 PVC SCH 80 ELL
PVC SCH 80 MAIL ADAPTER (TWO

REQUIRED)
6 7 PVC SCH 80 NIPPLE
8 CHRISTY VALVE SEQUENCE TAG
9 MULCH BED

PLASTIC RECTANGULAR VALVE BOX WITH

BOLT DOWN COVER, USE STAINLESS BOLT,
NUT AND WASHER. BOX TO BE PLACED AT
RIGHT ANGLE TO HARDSCAPE EDGE.

HEAT BRAND "RCV" AND CONTROL
STATION # ONTO LID
10 11 ONE CUBIC FT. CRUSHED ROCK
12 P.V.C. MAINLINE
13 P.V.C. SCH 80 TEE
14 COMMON AND CONTROL WIRES
15 24" MIN. EXPANSION LOOP
16 SCH 80 UNION (SxS)
17 FILTER FABRIC
H

TYPICAL DRIP LINE SYSTEM LAYOUT
SCALE: 1" = 1" PLAN
NOTE:

TRIANGULAR SPACE

EMITTERS AS SHOWN
BELOW
2 4
6 1 3 7
8 9
F
A 2" MIN. 4" MAX
8 6
1 4
5 2" MIN. 12" MIN. 4" MIN.
2 3
4 7
7 2" MIN. 4" MIN.

TO LATERAL

TO AIR RELIEF /

FLUSH VALVE

TO AIR RELIEF / FLUSH

VALVE / LATERAL

TYPICAL DRIPLINE SECTION

PVC LATERAL TO SUPPLY HEADER PIPE TRANSITION FROM SUPPLY HEADER TO DRIP TUBING 1 2
10 11
12 13 15 1 14
16 1 10 11
2 17
13 15
16 PRESSURE-COMPENSATING IN-LINE EMITTER TUBING: SEE
LEGEND
1 2 PVC SUPPLY HEADER
PVC RISER FROM 12" LATERAL TO 4" SUPPLY HEADER - SEE

DETAIL, THIS SHEET
3 PIPE TRANSITION POINT FROM PVC HEADER TO EMITTER
TUBING
4 6 PVC MAINLINE - SEE PLAN
7 XERIGATION CONTROL VALVE - SEE LEGEND
8 FLUSH VALVE AT LOW POINT OF SYSTEM - SEE LEGEND

AIR RELIEVE VALVE AT HIGH POINT OF SYSTEM - SEE
LEGEND
9 10 ½" COMP X ¾" MPT ADAPTER
11 SCH 40 PVC TEE (SxSxT)
12 BARB x BARB TEE
13 TOP OF MULCH (SEE SPECS)
14 TIE DOWN STAKE @ 6'-0" O.C. AND AT BENDS AND ENDS.
15 FINISHED GRADE
16 TOP SOIL COVER
17 PVC SCH 40
I
BALL OR GATE VALVE 2 1/2" OR LESS
SCALE: N.T.S. SECTION 18" MIN. 4" MIN.

NOTE:

INSTALL VALVE BOX SO THAT TOP OF COVER IS 2" ABOVE FINISH GRADE IN GROUND COVER AREAS AND ½" IN TURF AREAS
1 1 FINISH GRADE
2 3

RECTANGULAR PLASTIC

VALVE BOX, W/ LOCKING
COVER BRANDED "GV"
3 4

UNION BALL VALVE -
REFER TO LEGEND (socket
& FIPT thread end
connectors)
4 5
5 PVC MAIN LINE
6 6
PVC MALE ADAPTER (2

REQUIRED)
7 ONE CUBIC FOOT ¾"

CRUSHED ROCK
8 7
8" DIA. CL. 160 PVC

SLEEVE W/ FLARED

BOTTOM CONTACTING

SUPPLY LINE
8 2

FILTER FABRIC
E
A
A
A

PIPE SLEEVING AND TRENCHING
SCALE: N.T.S. SECTION

SAND BACKFILL
SCH. 40 P.V.C. OR SCH 80,
SEE NOTES ABOVE, 2X

LINE SIZE

CONTROL WIRES USE
SEPARATE P.V.C. SCH 40

SLEEVE UNDER ALL
PAVING 2 ½" MIN.

MAINLINE

MAIN LINE

CONTROL WIRES
TAPED AT 10'

INTERVALS BELOW

MAINLINE

MAIN LINE AND CONTROL WIRES IN

AVERAGE SOIL CONDITIONS

DIMENSION (PIPE)
UP TO 2 1/2" SIZE
3" - 5 1/2" SIZE
A
18"
24"

MAIN LINE & CONTROL

WIRES UNDER PAVING

DIMENSION A B
24" 4"

LATERAL PIPES

DIMENSION

ALL HEADS (UNLESS

OTHERWISE SPEC'D)
A
12"

FINISH SURFACE
PAVING

SUBBASE

FINISH GRADE

FINISH GRADE
LATERAL LINESEE SECTION 'B'

FOR UNDER
PAVING
CONDITION.

SECTION C

SECTION A

SECTION B
NOTE: TRENCHES TO BE WIDE ENOUGH TO ALLOW 4" MIN. HORIZONTAL CLEARANCE BETWEEN PARALLEL PIPES. COMPACT TRENCH BACKFILL TO COMPACTION SAME AS ADJACENT AREAS AND TO 90% COMPACTION IN PAVED AREAS.
'A' IS MEASURED BELOW

AGGREGATE BASE OF
PAVING

SECTION A SECTION B

SECTION C
B B
B
6" SIZE or GREATER 24"
SLEEVES UNDER ROADS / PAVING:
6" DIA OR LESS 36" COVER
GREATER THAN 6" 48" COVER
SCH 80 PVC

SLEEVES UNDER PAVING(NON-ROAD)
LESS THAN 3" DIA. 18" COVER
3" - 5 1/2" 24" COVER
6" OR GREATER 36" COVER
SCH 40 PVC

WARNING TAPE -
SEE NOTE BELOW 12"
F
XERIGATION CONTROL ZONE KIT - LT. COMMERCIAL
SCALE: N.T.S. SECTION
NOTE:

VALVE BOX LIDS SHALL BE BRANDED WITH ABBREVIATED INITIALS FOR EACH DEVICE 1 2
3 4 6 8 1
11 12
18 10
19 5 17 7 16 9
13 14 15
1 FINISH GRADE / TOP OF MULCH
2 VALVE BOX WITH COVER: JUMBO SIZE HEAT BRAND 'RCV' AND CONTROLLER STATION # ONTO LID. 3 30-INCH LINEAR LENGTH OF WIRE, COILED
WATER PROOF CONNECTOR: USE 3M DBY-6 DIRECT BURY SPLICE KIT (SKOTCH LOK CONNECTOR W/ GEL

FILLED POLYPROPYLENE TUBE)
4 5 FILTER FABRIC
6 CHRISTY ID TAG
7 REMOTE CONTROL VALVE (INCLUDED ON CONTROL ZONE KIT) SEE PLAN FOR SIZE. 8 PRESSURE REGULATING QUICK CHECK BASKET FILTER (INCLUDED IN CONTROL ZONE KIT) 9 PVC SCH 40 FEMALE ADAPTOR
10 LATERAL PIPE (TO SYSTEM)
11 PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL 12 PVC SCH 80 ELL
13 PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL 14 PVC SCH 80 TEE OR ELL
15 MAINLINE PIPE
16 3-INCH MIN. DEPTH OF 3/4-INCH WASHED GRAVEL
17 PVC SCH 80 NIPPLE, CLOSE (INCLUDED IN CONTROL ZONE KIT) 18 PVC UNION
19 BRICK (1 OF 4)
G

REDUCE PRESSURE BACKFLOW PREVENTER
SCALE: N.T.S. VIEW
NOTES:

1. INSTALLATION MUST CONFORM TO

LOCAL CODES

2. CONTRACTOR MUST PROVIDE

BACKFLOW CERTIFICATION

3. LOCATE BACKFLOW IN PLANTER

WHERE POSSIBLE

4. PROVIDE HASP W/ MASTER #2526
PADLOCK 4" 3" 12" MIN.
1 2
3 4
5 6
7 8
10 9
11 12
13 14
15 16
17 1 QUICKPAD FASTENING BRACKET (2)
2 BRASS ELL 90
3 POLAR BEAR COVER (IF SPECIFIED)
V.I.T. STRONGBOX SBBC SERIES

ENCLOSURE PER LEGEND & SPECS
4 BACKFLOW PREVENTER PER LEGEND
& SPECS
5 BRASS NIPPLE LINE SIZE TYP. X 6"
LONG MIN.
6 PRESSURE REGULATOR PER

IRRIGATION LEGEND (IF SPECIFIED)
7 8 FILL INSIDE BASE WITH PEA GRAVEL
9 SCH 80 PVC TO MASTER VALVE
10 SCH 80 FEMALE ADAPTER
11 BRASS NIPPLE

NATIVE SOIL COMPACTED TO

ORIGINAL DENSITY
12 V.I.T. STRONGBOX QUICKPAD - 3/16"
MIN. THICKNESS ALUMINUM POWDER

COATED PREFORMED PAD - MODEL
#QP-30BF
13 14 SCH 80 PVC TO METER
15 BALL VALVE
V.I.T. STRONGBOX QUICKPAD
SUPPORT BASE - MODEL #QP-30BF
16 17 FINISH GRADE
B 4" CLR. MIN. 2" CLR
NOTE: DO NOT CUT ADDITIONAL HOLES IN BOX.

TO FLOW SENSOR

MASTER VALVE TO FLOW SENSOR
SCALE: N.T.S. SECTION
1 2 3 4
5 6
7 8
9 7
10 11
12 1 MASTER CONTROL VALVE
2 FINISH GRADE

JUMBO PLASTIC VALVE BOX - W/ LOCKING COVER

BRANDED 'MV' ON COVER
3 4 '3m DBY-6' ELECTRICAL CONNECTORS
5 PVC MALE ADAPTER - (2) REQ.
6 PVC SCH. 80 - 45° ELL - (2) REQ.
7 SCH 80 SUPPLY LINE SECTION
8 1-1/2 CUBIC FT. CRUSHED ROCK

COMMON & CONTROL WIRES BACK TO

CONTROLLER IN CONDUIT (LMD ONLY)
9 10 24" MIN. EXPANSION LOOP
11 FILTER FABRIC
12 CHRISTY ID TAG (ID-MAX-P-2-RC-006)
C
10 PIPE DIA 5 PIPE DIA

FLOW SENSOR TO MASTER VALVE
SCALE: N.T.S. SECTION
1 2
3 4
5 6
8 7
9 10
11 12 1" IN TURF AREAS 2" IN SHRUB AREAS4" CLR. 2" CLR. 1 FINISH GRADE
2 1" ELECTRICAL CONDUIT & SWEEP ELLS
PLASTIC VALVE BOX, W/ LOCKING COVER. HEAT
BRAND "FS" ONTO COVER
3 FLOW SENSOR - SEE LEGEND FOR

SPECIFICATIONS
4 PVC MAIN LINE TO MASTER VALVE. LENGTH PER
SPECS AND PLAN.
5 6 PVC MALE ADAPTER (2 REQ.)
7 TWO CUBIC FOOT ¾" CRUSHED ROCK
8 FILTER FABRIC
BELDEN #9883 CABLE (SENSOR LEADS TO DATA

RECORDER)
9 10 CONDUIT BUSHING
3M DBY-6 DIRECT BURY SPLICE KIT W/ SKOTCHLOK

SPRING CONNECTORS
11 12 PVC MAINLINE PIPE PER SPECIFICATION
13 13 PVC SCH. 80 - 45° ELL- (2) REQUIRED
D
* NOTE ALL GROUNDING REQUIREMENTS FOR CONTROLLER
ASSEMBLIES SHALL CONFORM TO LOCAL ELECTRICAL CODES.

IMPERIAL ASSEMBLY WITH CONCRETE BASE
13 REMOTE
25 26
27 28
29 30
31 32
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16

IMPERIAL
10748-001 ASSW1 W2 J2
1 3 37 20 TB2 TB1 J3
1 12 J 4
1 12 J 1 J 4 1
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48 W1 W2 TB2 TB1 J2
1 12 J 3
1 12

FS(RED)
FS(BLK) 24 VAC
RSRS
TW
TW

PUMP MV(HOT) MV COM
COM
COM
1 2
3 4
5 6
7 8
9 10
11 12 37 20 J 1 J 4 1 W3 J 4
1 12 TB3
13 14
15 16
17 18
19 20
21 22
23 24

BYPASS SLAVE HOT COM

IMPERIAL
10T24-001 ASS K1 F1 TB4 SW1 2'-0"
6"
MIN. 12" 38"
16"
1 2
3 4
5 6 7
8 9
10 12
14 CONTROLLER ASSEMBLY TOP ENTRY (ICA6 SERIES)
SCALE: NTS SECTION / ELEVATION
11 IMPERIAL ASSEMBLIES 16" TOP ENTRY
SATELLITE ASSEMBLY NEMA 3R RAINPROOF

ENCLOSURE (UL LISTED)
1 2 CONTROLLER
3 POWER SWITCH/GFI RECEPTACLE

MASTER VALVE RELAY ASSEMBLY OR PUMP

START RELAY ASSEMBLY (OPTIONAL)
4 5 TERMINAL BOARD
6 REMOTE RECEIVER CONNECTOR
1" PVC CONDUIT FOR 120 VAC FROM METERED

POWER SUPPLY
7 PVC CONDUIT FOR CONTROL WIRES, SIZE AS

REQUIRED
8 9 FILL VOIDS WITH 3/8" PEA GRAVEL
1-1/4" PVC CONDUIT FOR FLOW SENSOR CABLE
PAIGE CABLE P - 7162 - D
10 11 SOLAR SYNC (ET AND RAIN SENSOR)
12 POURED CONCRETE BASE

FINISH SURFACE - REFER TO PRECISE

GRADING PLAN
13 14 COMPACTED SUB-GRADE
A
N0. REVISIONS DATE BY APP. ENGINEERING DIVISION
APPROVED BY :

CITY OF GARDENA
SHT. OF

PUBLIC WORKS ENGINEERING DIVISION

DRAWN BY
BGB

CHECKED BY

DEPARTMENT OF PUBLIC WORKS

DESIGNED BY
F. B. REF.

LIMITS:

PROJECT :

NO.

DWG.

DATE:

DATE
UNDER THE SUPERVISION OF:

ARTHUR D. GUY CLA 2214
PLANS PREPARED BY:

AG
NN
ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT
WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2
-
-
- 47
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
Date

ARTHUR D GUY I I
R

EG I STERED LANDSCAPE ARCH I TECT

S T A T E O F CA L I F OR N I A
EXP . 5 / 3 1/ 2024
08/09/2023
08/09/2023
34 8-1059

IRRIGATION DETAILS
5-2612

PUBLIC WORKS DIRECTOR / CITY ENGINEER
SEE SHEET 1 FOR SIGNATURE
SEE SHEET 1

FOR DATE

PULL BOX
SCALE: N.T.S. SECTION
1 2
3 4
6 5
7 8
1 FINISH GRADE

RECTANGULAR VALVE BOX
REFER TO SPECIFICATIONS.

BRAND LID "PB"
2 24" MIN. SLACK CONTROL

AND/OR COMMON WIRE,
REFER TO SPECS.
3 CRUSHED ROCK BACKFILL
(ONE CUBIC FOOT MINIMUM)
4 5 FILTER FABRIC
1 1/4" SCH 80 SWEEP ELL

CONDUIT
6 UL LISTED PVC SCH 80

CONDUIT
7 UL LISTED PVC SCH 80 SXS

COUPLING
8 T

QUICK COUPLER
SCALE: N.T.S. SECTION 4" MIN. 3"
NOTE:

TEFLON TAPE ALL CONNECTIONS
1 2
3 4
5 6
7 8
9 10
11 12
13 1 FINISH GRADE IN TURF AREAS

PLASTIC ROUND VALVE BOX WITH

BOLT DOWN COVER, USE STAINLESS
BOLT NUT AND WASHER. HEAT
BRAND "QC" ONTO LID. SEE LEGEND
/ SPECS FOR BOX COLOR
2 QUICK COUPLER KEY WITH MALE

HOSE BIB CONNECTION AS SHOWN,

KEY MUST CLEAR VALVE BOX
3 4 FINISH GRADE IN SHRUB AREAS

QUICK COUPLER VALVE SEE LEGEND
FOR SPEC.
5 STAINLESS PUNCH LOK CLAMPS (2
REQ.)
6 7 BRASS NIPPLE (LENGTH AS REQ.)

BRASS TRIPLE SWING JOINT (SIZE

PER QCV USE TWO BRASS STREET ELLS, ONE

THREADED ELL FORASSEMBLY
8 9 MAINLINE (SEE LEGEND/SPECS.)
10 #4 x 36" REBAR STAKE
11 LANDSCAPE FILTER FABRIC
12 3/4" ROCK, 1 CUBIC FT
13 SCH 80 TEE (SXSXT)
S
24V MV FS C ? ? ? ? ? ? ? ?

A B C D
1 2 3 4 5 6 7 8 9 10111213141516171819202122232425 26
N/A N/A N/A A1
LEGEND

EXITING ZONE CONTROL VALVE

EXISTING COMMON WIRE

EXISTING CONTROL WIRE

TUCOR WIRE (TWO- WIRE PATH)

DECODER WIRES

JUMPER WIRES
A1
TU3DDEC DECODER

CONTROLLER
3-D
A2

NEW ZONE CONTROL VALVE
A2
ADDING VALVES TO EXISTING WIRES (A1 & A2)
SCALE: N.T.S. HYBRID 3D - ADDING VALVES TO EXISTING SYSTEM NLC-3D WIRING SCHEMATIC
D
D D
O
24V MV FS C ? ? ? ? ? ? ? ?

A B C D
1 2 3 4 5 6 7 8 9 10 111213141516171819202122232425 26
N/A N/A N/A B2
LEGEND

EXITING ZONE CONTROL VALVE

EXISTING COMMON WIRE

EXISTING CONTROL WIRE

TUCOR WIRE (TWO- WIRE PATH)

DECODER WIRES

JUMPER WIRES
B1
TU3DDEC DECODER

CONTROLLER
3-D
B3

NEW ZONE CONTROL VALVE
B2
ADDING VALVES TO EXISTING WIRES (B2 & B3)
SCALE: N.T.S. HYBRID 3D - ADDING VALVES TO EXISTING SYSTEM NLC-3D WIRING SCHEMATIC
P
D D
D
24V MV FS C ? ? ? ? ? ? ? ?

A B C D
1 2 3 4 5 6 7 8 9 10 111213141516171819202122232425 26
B5 N/A N/A N/A
LEGEND

EXITING ZONE CONTROL VALVE

EXISTING COMMON WIRE

EXISTING CONTROL WIRE

TUCOR WIRE (TWO- WIRE PATH)

DECODER WIRES

JUMPER WIRES
B5
TU3DDEC DECODER

CONTROLLER
3-D

NEW ZONE CONTROL VALVE
B6-8
B8 B7 B6
ADDING VALVES TO EXISTING WIRES (B5 TO B8)
SCALE: N.T.S. HYBRID 3D - ADDING VALVES TO EXISTING SYSTEM NLC-3D WIRING SCHEMATIC
Q
D
D
D D
D
24V MV FS C ? ? ? ? ? ? ? ?

A B C D
1 2 3 4 5 6 7 8 9 10111213141516171819202122232425 26
B10 N/A N/A N/A
LEGEND

EXITING ZONE CONTROL VALVE

EXISTING COMMON WIRE

EXISTING CONTROL WIRE

TUCOR WIRE (TWO- WIRE PATH)

DECODER WIRES

JUMPER WIRES
B10
TU3DDEC DECODER

CONTROLLER
3-D

NEW ZONE CONTROL VALVE
B11-12
B12 B11
ADDING VALVES TO EXISTING WIRES (B10 TO B12)
SCALE: N.T.S. HYBRID 3D - ADDING VALVES TO EXISTING SYSTEM NLC-3D WIRING SCHEMATIC
R
D
D D
D
2 WIRE DECODER IN VALVE BOX
SCALE: N.T.S. SECTION
FLOW

1. STRIP WIRES 1/2" TO 5/8". USING LINEMANS PLIERS OR OTHER STYLE TOOL, TWIST ENDS TOGETHER MIN 3
TIMES. INSERT INTO SCOTCHLOK ELECTRICAL CONNECTOR AND ROTATE CLOCKWISE UNTIL ADDITIONAL FORCE IS REQUIRED.

2. INSERT THE SPLICE INTO THE GEL-FILLED INSULATOR
TUBE. PUSH PAST THE LOCKING FINGERS TO HOLD THE SCOTHLOK CONNECTOR IN PLACE.

3. POSITION WIRE CHANNELS AND SNAP INSULATOR
TUBE COVER CLOSED.
* WIRE CONNECTORS INCLDED WITH DECODERS*

WIRE SPLICE STEPS
1 2
3 4
5 6
7 8
10 9
11 12
13 14
15 VALVE BOX. REFER TO SPECS. SIZE
AS REQUIRED.
1 2 FINISH GRADE
3 MULCH. REFER TO SPECS.

TWO-WIRE CABLE FROM

CONTROLLER, TO NEXT VALVE AND
FEEDING DECODER.
4 3M DBR/Y SPLICE KIT WIRE
CONNECTOR: (1 OF 2)
5 WIRES FROM DECODER TO THE
VALVE SOLENOID.
6 7 TWO-WIRE DECODER
I.D. TAG WITH STATION NUMBER

PRINTED ON IT (CHRISTY'S
#ID-STD-Y1)
8 9 90% COMPACTED NATIVE
12-INCH MINIMUM DEPTH OF 3/4-INCH

WASHED GRAVEL OVER FILTER
FABRIC
10 11 BRICK SUPPORT (1 OF 4)

1.25" MIN SCH. 40 ELECTRICAL
CONDUIT. (IF REQ.)
ADJUST SIZE AS REQUIRED.
12 MAINLINE INTO VALVE. REFER TO
PLAN.
13 14 REMOTE CONTROL VALVE. PER PLAN.

TWO-WIRE CABLE (PER
MANUFACTURER). LOOP 24" MIN.

EXTRA WIRE AROUND PERIMETER OF
BOX.
15 N

LAWN / SHRUB POP-UP (TRIPLE SWING JOINT)
SCALE: N.T.S. SECTION
NOTE:

CONTRACTOR MAY USE PRE-FABRICATED TRIPLE SWING

JOINT ASSEMBLY AS APPROVED BY THE LANDSCAPE
ARCHITECT 12" COVER
NOTE:

TEFLON TAPE ALL CONNECTIONS
1 2
3 4
5 6
7 8
1 FINISH GRADE
2 POP-UP SPRAY HEAD
SCH 40 P.V.C. S x S x T FITTING LATERAL x

SPRINKLER INLET SIZE
3 4 P.V.C. SCH 80 NIPPLE
5 TEFLON TAPE THREADS
6 P.V.C. LATERAL

PRE-ASSEMBLED SWING JOINT WITH TWO
POLY ELLS (THREADED x INSERT) AND 6"
POLY TUBING. SIZE PER SPRINKLER
OUTLET.
7 8 HARDSCAPE
18"
J

DRIPLINE TREE RING INSTALLATION (RECLAIMED)
SCALE: 1" = 1" VIEW
NOTES:

1. INNER RING IS 3' DIA. OUTSIDE RING IS 4'-6" DIA.

2. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, F0UR FEET IN LOAM, AND FIVE FEET IN CLAY.

3. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE-DOWN STAKES ON EACH LEG.
1 2
3 3
3 4
5 5
6 7
8 5
9 1 1/2" POLY ETHYLENE BLANK TUBING
2 COMPRESSION FITTING TEE
3 1/2" POLYETHYLENE BLANK TUBING
BARB CROSS INSERT FITTING:

RAIN BIRD XFD-CROSS
4 BARB TEE INSERT FITTING:

RAIN BIRD XFF-TEE
5 6 SEE NOTE #1 BELOW
SUB-SURFACE DRIPLINE:

PLACE AS SHOWN
(LENGTH AS REQUIRED)
7 8 ROOT BALL
TIE DOWN STAKE:

QUANTITY AS REQUIRED
SEE NOTES 2-3 BELOW)
9 K

MANUAL FLUSH CAP CONNECT TO PVC HEADER
SCALE: N.T.S. VIEW
NOTE:

ALLOW A MIN. OF 6-INCHES OF

DRIPLINE TUBING IN BOX IN ORDER

TO DIRECT FLUSHED WATER OUTSIDE
VALVE BOX.
1 2
3 4
5 6
7 8
9 1 TOP SOIL COVER
2 TOP OF MULCH (SEE SPECS)
7-INCH VALVE BOX
RAIN BIRD SEB-7XB
3 4 RAINBIRD 'MDCFP' FLUSH CAP
5 RAINBIRD 'MDCFCOUP' COUPLING
'BLANK' LANDSCAPE DRIPLINE
TUBING
6 7 BRICK (1 OF 2)
3-INCH MINIMUM DEPTH OF 3/4-INCH

WASHED GRAVEL
8 RAINBIRD 'MDMPT' ADAPTER FROM

PVC TO COUPLER
9 L

AIR RELIEF CONNECT TO PVC HEADER
SCALE: N.T.S. VIEW
1 2
3 4
5 6
7 1 TOP OF MULCH
2 SUBTERRANEAN EMITTER BOX
AIR RELIEF VALVE KIT:

SEE LEGEND/SPECS
3 4 FINISH GRADE
3" MINIMUM DEPTH OF ¾" WASHED
GRAVEL
5 PVC HEADER - SEE TYPICAL

DRIPLINE SYSTEM DETAIL, THIS
SHEET
6 7 PVC SCH 40 TEE SxSxT
M
N0. REVISIONS DATE BY APP. ENGINEERING DIVISION
APPROVED BY :

CITY OF GARDENA
SHT. OF

PUBLIC WORKS ENGINEERING DIVISION

DRAWN BY
BGB

CHECKED BY

DEPARTMENT OF PUBLIC WORKS

DESIGNED BY
F. B. REF.

LIMITS:

PROJECT :

NO.

DWG.

DATE:

DATE
UNDER THE SUPERVISION OF:

ARTHUR D. GUY CLA 2214
PLANS PREPARED BY:

AG
NN
ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT
WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2
-
-
- 47
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
Date

ARTHUR D GUY I I
R

EG I STERED LANDSCAPE ARCH I TECT

S T A T E O F CA L I F OR N I A
EXP . 5 / 3 1/ 2024
08/09/2023
08/09/2023
35 8-1059

IRRIGATION DETAILS
CABLE NOTE: FOR COMMUNICATION BETWEEN
LOCAL DECODERS AND NEW MAIN LINE RUNS.

P-7072D PAIGE ELECTRIC COMMUNICATION
CABLE – 14 AWG/2 CONDUCTOR “MAXI” CABLE

WITH TWO TYPE UF WIRES WITH A PE OUTER
JACKET. THE COLORS OF THE OUTER JACKET

SHALL BE AS CALLED-FOR IN THE IRRIGATION
PLANS AND SPECIFICATIONS.

PAIGE PART #PRODUCT DESCRIPTION
180115 14 AWG RED JACKET
180126 14 AWG WHITE
PAIGE PART #PRODUCT DESCRIPTION
180127 14 AWG BLACK
180114 14 AWG ORANGE
180116 14 AWG BLUE
180118 14 AWG YELLOW
1801181 14 AWG PURPLE
1801182 14 AWG BROWN
1801151 14 AWG PINK
1801183 14 AWG GRAY
180117 14 AWG GREEN
5-2612

PUBLIC WORKS DIRECTOR / CITY ENGINEER
SEE SHEET 1 FOR SIGNATURE
SEE SHEET 1

FOR DATE
NUMBER MODEL SIZE TYPE GPM PSI PSI @ POC PRECIP
A1 HUNTER PCZ-101-25 1" AREA FOR DRIPLINE 3.18 40.06 56.69 0.43 in/h A2 HUNTER PCZ-101-25 1" AREA FOR DRIPLINE 0.27 40.01 51.1 0.7 in/h A3 HUNTER PCZ-101-25 1" AREA FOR DRIPLINE 7.32 41.17 71.17 0.43 in/h A4 HUNTER PCZ-101-25 1" AREA FOR DRIPLINE 0.27 40.01 51.09 0.65 in/h A5 HUNTER PCZ-101-25 1" AREA FOR DRIPLINE 4.09 40.19 56.09 0.43 in/h A6 HUNTER PCZ-101-25 1" AREA FOR DRIPLINE 0.45 40.01 51.1 0.63 in/h A7 HUNTER PCZ-101-25 1" AREA FOR DRIPLINE 6.75 41.13 60.54 0.43 in/h A8 HUNTER PCZ-101-25 1" AREA FOR DRIPLINE 9.31 42.98 54.88 0.43 in/h A9 HUNTER PCZ-101-25 1" AREA FOR DRIPLINE 0.45 40.01 51.05 0.63 in/h A10 HUNTER PCZ-101-25 1" AREA FOR DRIPLINE 1.58 40.05 51.25 0.63 in/h A11 HUNTER PCZ-101-25 1" AREA FOR DRIPLINE 11.33 43.23 61.46 0.43 in/h B1 HUNTER ICV-G 1" SHRUB ROTARY 11.24 45.38 68.73 0.3 in/h B2 HUNTER ICV-G 1" SHRUB ROTARY 11.36 45.38 69.06 0.3 in/h B3 HUNTER PCZ-101-25 1" AREA FOR DRIPLINE 1.35 40.06 51.43 0.63 in/h B4 HUNTER ICV-G 1" SHRUB ROTARY 8.82 48.37 61.79 0.27 in/h B5 HUNTER ICV-G 1" SHRUB ROTARY 9.43 48.24 62.16 0.36 in/h B6 HUNTER ICV-G 1" SHRUB ROTARY 9.46 48.59 62.65 0.27 in/h B7 HUNTER ICV-G 1" SHRUB ROTARY 9.01 48.45 62.37 0.36 in/h B8 HUNTER PCZ-101-25 1" AREA FOR DRIPLINE 3.60 40.58 52.19 0.63 in/h B9 HUNTER ICV-G 1" SHRUB ROTARY 11.32 44.96 62.5 0.23 in/h B10 HUNTER ICV-G 1" SHRUB ROTARY 11.04 45.78 63.35 0.22 in/h B11 HUNTER PCZ-101-25 1" AREA FOR DRIPLINE 1.80 40.11 51.81 0.63 in/h B12 HUNTER PCZ-101-25 1" AREA FOR DRIPLINE 13.24 44.68 67.24 0.43 in/h Unknown EXISTING REMOTE CONTROL VALVE - NOT USED 13.04 Unknown

VALVE SCHEDULE

TREE DRIPLINE

TREE DRIPLINE

TREE DRIPLINE

TREE DRIPLINE

TREE DRIPLINE

TREE DRIPLINE

TREE DRIPLINE

TREE DRIPLINE

CRITICAL ANALYSIS
Generated: 2022-05-16 14:04
P.O.C. NUMBER: NEW WATER METER (M)
Water Source Information:
50-150 PSI PROVIDED BY GOLDEN STATE WATER (FEB 11, 2022). 75 PSI MINIMUM REQUIRED FOR SYSTEM OPERATION.

FLOW AVAILABLE
Water Meter Size: 1-1/2"
Flow Available 75 GPM

PRESSURE AVAILABLE
Static Pressure at POC: 75.00 PSI
Elevation Change: 5.00 ft
Service Line Size: 2"
Length of Service Line: 20 ft
Pressure Available: 72.00 psi

DESIGN ANALYSIS
Maximum Station Flow: 13.24 GPM
Flow Available at POC: 75 GPM
Residual Flow Available: 61.76 GPM
Critical Station: B2
Design Pressure: 40 PSI
Friction Loss: 2.17 PSI
Fittings Loss: 0.22 PSI
Elevation Loss: 0 PSI
Loss through Valve: 3 PSI
Pressure Req. at Critical Station: 45.4 PSI
Loss for Fittings: 1.04 PSI
Loss for Main Line: 10.41 PSI
Loss for POC to Valve Elevation: 0 PSI
Loss for Backflow: 11.07 PSI
Loss for Master Valve: 0.95 PSI
Loss for Water Meter: 0.19 PSI
Critical Station Pressure at POC: 69.06 PSI
Pressure Available: 72 PSI
Residual Pressure Available: 2.94 PSI
Generated: 2022-05-16 14:03
P.O.C. NUMBER: EXISTING WATER METER (EX-POC)
Water Source Information:
50-150 PSI PROVIDED BY GOLDEN STATE WATER (FEB 11, 2022). 75 PSI MINIMUM REQUIRED FOR SYSTEM OPERATION.

FLOW AVAILABLE
Point of Connection Size: 1 1/2"
Flow Available 46.59 GPM

PRESSURE AVAILABLE
Static Pressure at POC: 75.00 PSI
Pressure Available: 75.00 psi

DESIGN ANALYSIS
Maximum Station Flow: 11.33 GPM
Flow Available at POC: 46.59 GPM
Residual Flow Available: 35.26 GPM
Critical Station: A3
Design Pressure: 30 PSI
Friction Loss: 0.22 PSI
Fittings Loss: 0.02 PSI
Elevation Loss: 0 PSI
Loss through Valve: 10.93 PSI
Pressure Req. at Critical Station: 41.17 PSI
Loss for Fittings: 1.69 PSI
Loss for Main Line: 16.88 PSI
Loss for POC to Valve Elevation: 0 PSI
Loss for Backflow: 11 PSI
Loss for Master Valve: 0.43 PSI
Critical Station Pressure at POC: 71.17 PSI
Pressure Available: 75 PSI
Residual Pressure Available: 3.83 PSI

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
HUNTER MP CORNER PROS-12-PRS40-CV T
SHRUB ROTATOR, 12" POP-UP WITH FACTORY INSTALLED CHECK
VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE.

T=TURQUOISE ADJ ARC 45-105 ON PRS40 BODY.
1 J/35
HUNTER MP1000 PROS-12-PRS40-CV M
SHRUB ROTATOR, 12" POP-UP WITH CHECK VALVE, PRESSURE
REGULATED TO 40 PSI, MP ROTATOR NOZZLE. M=MAROON ADJ
ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360 ARC ON PRS40 BODY.
100 J/35
HUNTER MP2000 PROS-12-PRS40-CV K
SHRUB ROTATOR, 12" POP-UP WITH CHECK VALVE, PRESSURE
REGULATED TO 40 PSI, MP ROTATOR NOZZLE. K=BLACK ADJ
ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC ON
PRS40 BODY.
57 J/35

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
HUNTER PCZ-101-25
DRIP CONTROL VALVE KIT. 1" PGV GLOBE VALVE WITH 1" HY100 FILTER SYSTEM. PRESSURE REGULATION: . FLOW RANGE: 0.5
GPM TO 15 GPM. 150 MESH STAINLESS STEEL SCREEN.
15 G/34

PIPE TRANSITION POINT ABOVE GRADE

PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING
WITH RISER TO ABOVE GRADE INSTALLATION.
58 RAIN BIRD MDCFCAP

DRIPLINE FLUSH VALVE CAP IN COMPRESSION FITTING
COUPLER.
11 L/35
RAIN BIRD ARV050
1/2" AIR RELIEF VALVE, MADE OF QUALITY RUST-PROOF
MATERIALS, WITH A 6.0" DRIP VALVE BOX (SEB 7XB EMITTER
BOX). USE WITH INSTALLATION BELOW SOIL. THE VALVE WILL

ALLOW AIR TO ESCAPE THE PIPELINE, THUS PREVENTING
WATER HAMMER OR BLOCKAGE.
7 M/35

AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CV-06-18

XFS-CV SUB-SURFACE LANDSCAPE DRIPLINE WITH A
HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.6 GPH EMITTERS AT 18" O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. SPECIFY XF INSERT
FITTINGS. AVAILABLE ONLY IN CALIFORNIA
12,530 S.F. I/34

AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CV-09-18 (TREE DRIPLINE RING)

XFS-CV SUB-SURFACE LANDSCAPE DRIPLINE WITH A
HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.9 GPH EMITTERS AT 18" O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. SPECIFY XF INSERT
FITTINGS.
1,492 S.F. K/35

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL

EXISTING REMOTE CONTROL VALVE - NOT USED

REMOVE AND CAP
6 HUNTER ICV-G
1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC REMOTE CONTROL

VALVES, GLOBE CONFIGURATION, WITH NPT THREADED
INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE.
8 H/34

EXISTING QUICK COUPLER VALVE

PROTECT IN PLACE / RENOVATE ONLY PER DETAIL
15 S/35

EXISTING BALL VALVE

PROTECT IN PLACE / RENOVATE ONLY PER DETAIL
6 NIBCO T-113
CLASS 125 BRONZE GATE SHUT OFF VALVE WITH WHEEL

HANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVE
LOCATION. SIZE RANGE - 1/4" - 3"
2 E/34
BUCKNER-SUPERIOR 3200-NXT 1"

NORMALLY CLOSED BRASS MASTER VALVE THAT PROVIDES

DIRTY WATER PROTECTION, NO MINIMUM FLOW FEATURE AND
NO EXTERNAL TUBING. AVAILABLE IN 3/4", 1", 1-1/2", 2", 2-1/2", AND 3".
2 C/34
EXISTING - PROTECT IN PLACE: FEBCO 1-1/2"

REDUCED PRESSURE BACKFLOW PREVENTER
1 B/34
EXISTING BACKFLOW PREVENTER 3/4"

PROTECT-IN-PLACE
1 FEBCO 825YA-LF 1-1/2"
REDUCED PRESSURE BACKFLOW PREVENTER.

BACKFLOW ENCLOSURE: VIT STRONGBOX #SBBC-30CR
ENCLOSURE SHALL BE EMBEDDED IN AN 8" THICK CONCRETE
PAD THAT EXTENDS 6" BEYOND THE SIDES AND 3` BEHIND THE
HINDGED SIDE OF ENCLOSURE. CONCRETE INSTALLATION
GRADE SHALL MATCH THE CURB HEIGHT.
1 B/34
CONTROLLER ASSEMBLY `A`

HUNTER I-CORE CONTROLLER IN STAINLESS STEEL ENCLOSURE
WITH RAIN SENSOR. SEE SHEET 33 FOR ASSEMBLY MODEL
NUMBER AND SPECIFICATIONS. AVAILABLE THROUGH GREEN
PRODUCT SALES. CONTACT DARYL GREEN (949) 584-7311. (OR

APPROVED EQUAL)
1 A/34
CONTROLLER ASSEMBLY `B`

HUNTER I-CORE CONTROLLER IN STAINLESS STEEL ENCLOSURE
WITH RAIN SENSOR. SEE SHEET 38 FOR ASSEMBLY MODEL
NUMBER AND SPECIFICATIONS. AVAILABLE THROUGH GREEN
PRODUCT SALES. CONTACT DARYL GREEN (949) 584-7311. (OR

APPROVED EQUAL)
1 A/34

EXISTING IRRIGATION CONTROLLER

PROTECT-IN-PLACE
1 CST FLOW SENSOR IFS-100C

CREATIVE SENSOR TECHNOLOGY
2 D/34

EXISTING SPLICE BOX - PROTECT IN PLACE
T
M
K
A
B
EX
FS

IRRIGATION LEGEND
, N/35,
O/35, P/35,
Q/35, R/35
, N/35,
O/35, P/35,
Q/35, R/35
O/35
P/35, Q/35,
R/35

CREATIVE SENSOR TECHNOLOGY
EXISTING SPLICE BOX - PROTECT IN PLACE 1

PULLBOX
BROOKS PB36 PULLBOX
4 T/35
WATER METER 1-1/2"
50-150 PSI PROVIDED BY GOLDEN STATE WATER (FEB 11, 2022). 75 PSI MINIMUM REQUIRED FOR SYSTEM OPERATION.
1 POINT OF CONNECTION 1 1/2"
50-150 PSI PROVIDED BY GOLDEN STATE WATER (FEB 11, 2022). 75 PSI MINIMUM REQUIRED FOR SYSTEM OPERATION.
1 IRRIGATION LATERAL LINE: PVC SCHEDULE 40
3/4" MIN. SIZE. INSTALL PER TRENCH DETAIL.
3,759 L.F. F/34
IRRIGATION MAINLINE: EXISTING, PROTECT IN PLACE 4,937 L.F.

IRRIGATION MAINLINE: PVC SCHEDULE 40 (NEW MAINLINE)
1-1 1/2" SIZE. SIZE NOTED ON PLAN. INSTALL PER TRENCH
DETAIL.
367.0 L.F. F/34
PIPE SLEEVE: PVC SCHEDULE 40
PIPE SLEEVE LOCATION. INSTALL A MIN. 12" BEYOND EDGE OF HARDSCAPE. SEE PLAN FOR SIZES.
121.5 L.F. F/34
SB
PB
M
(EXISTING)
(NEW)

VALVE NUMBER
# # VALVE FLOW
#"

VALVE CALLOUT

VALVE SIZE
# HYDROZONE
# DECODER

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL

IRRIGATION LEGEND
N0. REVISIONS DATE BY APP. ENGINEERING DIVISION
APPROVED BY :

CITY OF GARDENA
SHT. OF

PUBLIC WORKS ENGINEERING DIVISION

DRAWN BY
BGB

CHECKED BY

DEPARTMENT OF PUBLIC WORKS

DESIGNED BY
F. B. REF.

LIMITS:

PROJECT :

NO.

DWG.

DATE:

DATE
UNDER THE SUPERVISION OF:

ARTHUR D. GUY CLA 2214
PLANS PREPARED BY:

AG
NN
ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT
WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2
-
-
- 47
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
Date

ARTHUR D GUY I I
R

EG I STERED LANDSCAPE ARCH I TECT

S T A T E O F CA L I F OR N I A
EXP . 5 / 3 1/ 2024
08/09/2023
08/09/2023
36 8-1059

IRRIGATION CALCULATIONS, NOTES, AND LEGENDS

WATER EFFICIENCY STATEMENT

I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND

IRRIGATION PLANS CONTAINED IN THE STATE MODEL WATER
EFFICIENT LANDSCAPE ORDINANCE. I HAVE PREPARED THIS PLAN

IN COMPLIANCE WITH THOSE REGULATIONS AND CERTIFY THAT

THE PLANS IMPLEMENTS THOSE REGULATIONS TO PROVIDE
EFFICIENT USE OF WATER.

NAME
8/9/2023
DATE
CABLE NOTE: FOR COMMUNICATION BETWEEN
LOCAL DECODERS AND NEW MAIN LINE RUNS.

P-7072D PAIGE ELECTRIC COMMUNICATION
CABLE – 14 AWG/2 CONDUCTOR “MAXI” CABLE

WITH TWO TYPE UF WIRES WITH A PE OUTER
JACKET. THE COLORS OF THE OUTER JACKET

SHALL BE AS CALLED-FOR IN THE IRRIGATION
PLANS AND SPECIFICATIONS.

PAIGE PART #PRODUCT DESCRIPTION
180115 14 AWG RED JACKET
180126 14 AWG WHITE
PAIGE PART #PRODUCT DESCRIPTION
180127 14 AWG BLACK
180114 14 AWG ORANGE
180116 14 AWG BLUE
180118 14 AWG YELLOW
1801181 14 AWG PURPLE
1801182 14 AWG BROWN
1801151 14 AWG PINK
1801183 14 AWG GRAY
180117 14 AWG GREEN
5-2612

PUBLIC WORKS DIRECTOR / CITY ENGINEER
SEE SHEET 1 FOR SIGNATURE
SEE SHEET 1

FOR DATE

CITY RIGHT OF WAY GARDENA MARKET PLACE

ARTESIA BLVD LIMIT OF WORK
DEEP ROOT BARRIERS C-01
C-01
1 - 24" BOX STD

LAG MUL

DEEP ROOT BARRIERS
3 - 24" BOX STD

LAG MUL
14'-0" FOC
12'-0" FOC

SD W WESTERN AVE NORMANDIE AVE VERMONT AVE

SYMBOL DESCRIPTION QTY DETAIL
NEW HARDSCAPE - COBBLE FIELD 123 SF E/46
TYPE: ARIZONA COBBLE
SIZE: 4" TO 8"
SUPPLER: SOUTHWEST BOULDER & STONE (OR EQUAL)
PHONE: 760 - 451 - 3333
C-01
CONSTRUCTION LEGEND - SHEET 37
ABBREVIATIONS:

FOC FACE OF CURB
CITY STD DETAIL: ST-11/46
C/46

TREES BOTANICAL / COMMON NAME SIZE QTY DETAIL
EXISTING LAGERSTROEMIA EXISTING 2

PROTECT IN PLACE

UNLESS OTHERWISE NOTED ON PLAN
LAGERSTROEMIA X `MUSKOGEE` / TO MATCH EXISTING 24" BOX STD 4 A/46 (LIGHT LAVENDER - STANDARD)

SHRUBS BOTANICAL / COMMON NAME SIZE QTY DETAIL
ALOE RUDIKOPPE / LITTLE RED RIDING HOOD ALOE 1 GAL 101 B/46

GROUND COVERS BOTANICAL / COMMON NAME SIZE SPACING QTY DETAIL SENECIO SERPENS / BLUE CHALKSTICKS 4" POT 12" o.c. 610 D/46 PLANT LEGEND - SHEET 37 MATCHLINE - SEE SHEET 38

N O R T H
0 40 feet
1" = 20'
20 60 80
37 N0. REVISIONS DATE BY APP. ENGINEERING DIVISION
APPROVED BY :

CITY OF GARDENA
SHT. OF

PUBLIC WORKS ENGINEERING DIVISION

DRAWN BY
BGB

CHECKED BY

DEPARTMENT OF PUBLIC WORKS

DESIGNED BY
F. B. REF.

LIMITS:

PROJECT :

NO.

DWG.

DATE:

DATE
UNDER THE SUPERVISION OF:

ARTHUR D. GUY CLA 2214
PLANS PREPARED BY:

AG
NN
ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT
WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2
-
-
- 47
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
Date

ARTHUR D GUY I I
R

EG I STERED LANDSCAPE ARCH I TECT

S T A T E O F CA L I F OR N I A
EXP . 5 / 3 1/ 2024
02/29/2024
02/29/2024
8-1059

PLANTING PLAN
KEYMAP
SCALE: NTS
NOTE:

FOR PLANTING LEGEND, NOTES AND DETAILS, SEE
SHEETS 46 & 47.

NOTE:

MAINTAIN AND PROTECT IN PLACE ALL EXISTING TREES.

GRUB AND CLEAR SHRUBS & GROUNDCOVER PER
DEMOLITION PLANS.
5-2612

PUBLIC WORKS DIRECTOR / CITY ENGINEER
SEE SHEET 1 FOR SIGNATURE
SEE SHEET 1

FOR DATE

CITY RIGHT OF WAY CITY RIGHT OF WAY MAGNOLIA WAY DENKER AVENUE

ARTESIA BLVD
AA
AA
AA
AA
AA
AA

AA AC AC
AC
AC
AA
AA
AA
AA AA
AA
AA
AA
AA
AA AA
AA AC
AC
AC

BE BE BE BE BE BE BE BE BE BE BE BE BE BE
BE

BE BE BE BE BE BE BE BE BE BE BE BE

AC AC AC AC AC AC

AC AC AC AC AC
AC AC
BE
AA

AA AC AC AC AC AC

AC AC AC AC AC
AC

AC AC AC AC

AC AC AC AC
AC AC
AA
C-01
C-01 C-01
C-01
C-02
C-02
C-02
1 - 24" BOX STD

LAG MUL
12'-0" FOC 1'-0" TYP81'-0"
12'-0" FOC43'-0" 10'-0"
45'-0" FOC10'-0" 40'-0"
101'-6" 3'-0" FOC
1'-0" TYP
C-01 1'-0" TYP

BE BE BE BE BE BE BE BE BE
BE
BE
BE BE
BE BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE BE
BE BE
BE

BE BE BE BE BE BE BE BE BE BE

BE BE BE BE BE BE BE BE BE BE

BE BE BE BE BE BE BE BE BE BE

BE BE BE BE BE
BE
BE
C-02

SD W WESTERN AVE NORMANDIE AVE VERMONT AVE

SYMBOL DESCRIPTION QTY DETAIL
NEW HARDSCAPE - COBBLE FIELD 515 SF E/46
TYPE: ARIZONA COBBLE
SIZE: 4" TO 8"
SUPPLER: SOUTHWEST BOULDER & STONE (OR EQUAL)
PHONE: 760 - 451 - 3333
NEW HARDSCAPE - COBBLE MAINTENANCE STRIPS 570 SF E/46
TYPE: ARIZONA COBBLE
SIZE: 4" TO 8"
SUPPLER: SOUTHWEST BOULDER & STONE (OR EQUAL)
PHONE: 760 - 451 - 3333
C-01
C-02
CONSTRUCTION LEGEND - SHEET 38
ABBREVIATIONS:

FOC FACE OF CURB
CITY STD DETAIL: ST-11/46
C/46
C/46
C/46
C/46
C/46
C/46

TREES BOTANICAL / COMMON NAME SIZE QTY DETAIL
EXISTING LAGERSTROEMIA EXISTING 1

PROTECT IN PLACE

UNLESS OTHERWISE NOTED ON PLAN
LAGERSTROEMIA X `MUSKOGEE` / TO MATCH EXISTING 24" BOX STD 1 A/46 (LIGHT LAVENDER - STANDARD)

SHRUBS BOTANICAL / COMMON NAME SIZE QTY DETAIL
AGAVE ATTENUATA / AGAVE 5 GAL 22 B/46
ALOE CAMPERI / ALOE 5 GAL 41 B/46
ALOE RUDIKOPPE / LITTLE RED RIDING HOOD ALOE 1 GAL 146 B/46 ALOE VERA / MEDICINAL ALOE 5 GAL 25 B/46
ALOE X 'BLUE ELF' / BLUE ELF ALOE 1 GAL 94 B/46
LOMANDRA LONGIFOLIA `BREEZE` / DWARF MAT RUSH 5 GAL 40 B/46

GROUND COVERS BOTANICAL / COMMON NAME SIZE SPACING QTY DETAIL SENECIO SERPENS / BLUE CHALKSTICKS 4" POT 12" o.c. 2,123 D/46 AA
AC
BE
PLANT LEGEND - SHEET 38
N0. REVISIONS DATE BY APP. ENGINEERING DIVISION
APPROVED BY :

CITY OF GARDENA
SHT. OF

PUBLIC WORKS ENGINEERING DIVISION

DRAWN BY
BGB

CHECKED BY

DEPARTMENT OF PUBLIC WORKS

DESIGNED BY
F. B. REF.

LIMITS:

PROJECT :

NO.

DWG.

DATE:

DATE
UNDER THE SUPERVISION OF:

ARTHUR D. GUY CLA 2214
PLANS PREPARED BY:

AG
NN
ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT
WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2
-
-
- 47
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
Date

ARTHUR D GUY I I
R

EG I STERED LANDSCAPE ARCH I TECT

S T A T E O F CA L I F OR N I A
EXP . 5 / 3 1/ 2024
02/29/2024
02/29/2024
8-1059 MATCHLINE - SEE SHEET 37 MATCHLINE - SEE SHEET 39 38 N O R T H
0 40 feet
1" = 20'
20 60 80
KEYMAP
SCALE: NTS

PLANTING PLAN
NOTE:

FOR PLANTING LEGEND, NOTES AND DETAILS, SEE
SHEETS 46 & 47.

NOTE:

MAINTAIN AND PROTECT IN PLACE ALL EXISTING TREES.

GRUB AND CLEAR SHRUBS & GROUNDCOVER PER
DEMOLITION PLANS.
5-2612

PUBLIC WORKS DIRECTOR / CITY ENGINEER
SEE SHEET 1 FOR SIGNATURE
SEE SHEET 1

FOR DATE

CITY RIGHT OF WAY CITY RIGHT OF WAY DALTON AVENUE

ARTESIA BLVD
T MH

G PRIVATE ALLEY
AA
AA
AA
AA
AA AA
AA
AA
AA
AA
AA
AA
AA AA

AA AA AA
AA
AA
AA
AA
AA
AA
AA
AA
AA C
R-06
C-01
C-01
C-01
C-02 R-04
C-02 R-05 1 - 24" BOX STD

LAG MUL
R-07
38'-0" FOC
65'-0" FOC155'-0" 12'-0" 1'-0" TYP

SD W WESTERN AVE NORMANDIE AVE VERMONT AVE

SYMBOL DESCRIPTION

EXISTING GAS METER - PROTECT IN PLACE

EXISTING MANHOLE - PROTECT IN PLACE

TRAFFIC BOX - PROTECT IN PLACE

CONTROLLER ASSEMBLY - REFER TO IRRIGATION PLAN
R-04
R-05
R-06
R-07
REFERENCE LEGEND - SHEET 39

SYMBOL DESCRIPTION QTY DETAIL
NEW HARDSCAPE - COBBLE FIELD 447 SF E/46
TYPE: ARIZONA COBBLE
SIZE: 4" TO 8"
SUPPLER: SOUTHWEST BOULDER & STONE (OR EQUAL)
PHONE: 760 - 451 - 3333
NEW HARDSCAPE - COBBLE MAINTENANCE STRIPS 242 SF E/46
TYPE: ARIZONA COBBLE
SIZE: 4" TO 8"
SUPPLER: SOUTHWEST BOULDER & STONE (OR EQUAL)
PHONE: 760 - 451 - 3333
C-01
C-02
CONSTRUCTION LEGEND - SHEET 39
ABBREVIATIONS:

FOC FACE OF CURB
CITY STD DETAIL: ST-11/46
C/46
C/46
C/46
C/46

TREES BOTANICAL / COMMON NAME SIZE QTY DETAIL
EXISTING LAGERSTROEMIA EXISTING 1

PROTECT IN PLACE

UNLESS OTHERWISE NOTED ON PLAN
LAGERSTROEMIA X `MUSKOGEE` / TO MATCH EXISTING 24" BOX STD 1 A/46 (LIGHT LAVENDER - STANDARD)

SHRUBS BOTANICAL / COMMON NAME SIZE QTY DETAIL
AGAVE ATTENUATA / AGAVE 5 GAL 25 B/46
ALOE RUDIKOPPE / LITTLE RED RIDING HOOD ALOE 1 GAL 170 B/46 ALOE VERA / MEDICINAL ALOE 5 GAL 19 B/46
LOMANDRA LONGIFOLIA `BREEZE` / DWARF MAT RUSH 5 GAL 44 B/46

GROUND COVERS BOTANICAL / COMMON NAME SIZE SPACING QTY DETAIL SENECIO SERPENS / BLUE CHALKSTICKS 4" POT 12" o.c. 1,490 D/46 AA
PLANT LEGEND - SHEET 39
N0. REVISIONS DATE BY APP. ENGINEERING DIVISION
APPROVED BY :

CITY OF GARDENA
SHT. OF

PUBLIC WORKS ENGINEERING DIVISION

DRAWN BY
BGB

CHECKED BY

DEPARTMENT OF PUBLIC WORKS

DESIGNED BY
F. B. REF.

LIMITS:

PROJECT :

NO.

DWG.

DATE:

DATE
UNDER THE SUPERVISION OF:

ARTHUR D. GUY CLA 2214
PLANS PREPARED BY:

AG
NN
ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT
WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2
-
-
- 47
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
Date

ARTHUR D GUY I I
R

EG I STERED LANDSCAPE ARCH I TECT

S T A T E O F CA L I F OR N I A
EXP . 5 / 3 1/ 2024
02/29/2024
02/29/2024
8-1059 MATCHLINE - SEE SHEET 38 MATCHLINE - SEE SHEET 40 39 N O R T H
0 40 feet
1" = 20'
20 60 80
KEYMAP
SCALE: NTS

PLANTING PLAN
NOTE:

FOR PLANTING LEGEND, NOTES AND DETAILS, SEE
SHEETS 46 & 47.

NOTE:

MAINTAIN AND PROTECT IN PLACE ALL EXISTING TREES.

GRUB AND CLEAR SHRUBS & GROUNDCOVER PER
DEMOLITION PLANS.
5-2612

PUBLIC WORKS DIRECTOR / CITY ENGINEER
SEE SHEET 1 FOR SIGNATURE
SEE SHEET 1

FOR DATE

CITY RIGHT OF WAY

ARTESIA BLVD PRIVATE DRIVEWAY
AA
AA
AA AA
AA
AA
AA
AA
AA
AA
AA
AA AA
AA AC
AC
AC
AC
AC
AC AC
AC AC
AC

AC AC AC AC AC AC AC
AC

AC AC AC
AA
AA
AA
AA

AA AC AC

AC AC AC AC AC AC AC
C-01 C-01 C-02
36" Box - 1

MEL TRE
248'-0" FOC
98'-7" FOC 1'-0" TYP

SD W WESTERN AVE NORMANDIE AVE VERMONT AVE

SYMBOL DESCRIPTION QTY DETAIL
NEW HARDSCAPE - COBBLE FIELD 2,954 SF E/46
TYPE: ARIZONA COBBLE
SIZE: 4" TO 8"
SUPPLER: SOUTHWEST BOULDER & STONE (OR EQUAL)
PHONE: 760 - 451 - 3333
NEW HARDSCAPE - COBBLE MAINTENANCE STRIPS 229 SF E/46
TYPE: ARIZONA COBBLE
SIZE: 4" TO 8"
SUPPLER: SOUTHWEST BOULDER & STONE (OR EQUAL)
PHONE: 760 - 451 - 3333
C-01
C-02
CONSTRUCTION LEGEND - SHEET 40
ABBREVIATIONS:

FOC FACE OF CURB
CITY STD DETAIL: ST-11/46
C/46
C/46
C/46

TREES BOTANICAL / COMMON NAME SIZE QTY DETAIL
EXISTING LAGERSTROEMIA EXISTING 1

PROTECT IN PLACE

UNLESS OTHERWISE NOTED ON PLAN
EXISTING MELALEUCA EXISTING 1

PROTECT IN PLACE

UNLESS OTHERWISE NOTED ON PLAN
MELALEUCA QUINQUENERVIA / CAJEPUT TREE 36" BOX 1 A/46
(SINGLE TRUNK)

SHRUBS BOTANICAL / COMMON NAME SIZE QTY DETAIL
AGAVE ATTENUATA / AGAVE 5 GAL 18 B/46
ALOE CAMPERI / ALOE 5 GAL 28 B/46
ALOE RUDIKOPPE / LITTLE RED RIDING HOOD ALOE 1 GAL 57 B/46

GROUND COVERS BOTANICAL / COMMON NAME SIZE SPACING QTY DETAIL SENECIO SERPENS / BLUE CHALKSTICKS 4" POT 12" o.c. 474 D/46 AA
AC
PLANT LEGEND - SHEET 40
N0. REVISIONS DATE BY APP. ENGINEERING DIVISION
APPROVED BY :

CITY OF GARDENA
SHT. OF

PUBLIC WORKS ENGINEERING DIVISION

DRAWN BY
BGB

CHECKED BY

DEPARTMENT OF PUBLIC WORKS

DESIGNED BY
F. B. REF.

LIMITS:

PROJECT :

NO.

DWG.

DATE:

DATE
UNDER THE SUPERVISION OF:

ARTHUR D. GUY CLA 2214
PLANS PREPARED BY:

AG
NN
ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT
WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2
-
-
- 47
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
Date

ARTHUR D GUY I I
R

EG I STERED LANDSCAPE ARCH I TECT

S T A T E O F CA L I F OR N I A
EXP . 5 / 3 1/ 2024
02/29/2024
02/29/2024
8-1059 MATCHLINE - SEE SHEET 39 MATCHLINE - SEE SHEET 41 40 N O R T H
0 40 feet
1" = 20'
20 60 80
KEYMAP
SCALE: NTS

PLANTING PLAN
NOTE:

FOR PLANTING LEGEND, NOTES AND DETAILS, SEE
SHEETS 46 & 47.

NOTE:

MAINTAIN AND PROTECT IN PLACE ALL EXISTING TREES.

GRUB AND CLEAR SHRUBS & GROUNDCOVER PER
DEMOLITION PLANS.
5-2612

PUBLIC WORKS DIRECTOR / CITY ENGINEER
SEE SHEET 1 FOR SIGNATURE
SEE SHEET 1

FOR DATE

CITY RIGHT OF WAY

CITY RIGHT OF WAY NORMANDIE AVENUE

ARTESIA BLVD
E
60'-0" UPRR

RIGHT OF WAY
DOT # 760511G
AA

AA AC AC AC AC AC AC

AC AC AC AC AC

AC AC AC

AC AC AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA A
A
A A A
A
A
A
A

AC AC AC AC AC AC AC AC AC AC AC

AC AC AC AC AC AC AC AC

AC AC A
A
A
A

AC AC AC AC AC AC

AC AC AC AC

AC AC AC
AC AC
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA AA
AA
AA AA
AA AA
AA
C-01
C-01
C-01
C-02
R-03
1 - 36" Box

MEL TRE
262'-9" FOC 1'-0" TYP FOC
R-08
R-08
R-08
R-08
C-03
4'-6" 4'-6"
C-03

SD W WESTERN AVE NORMANDIE AVE VERMONT AVE

SYMBOL DESCRIPTION

EXISTING ELECTRICAL METER - PROTECT IN PLACE

EXISTING CROSSING WARNING DEVICE AND FLASHERS - PROTECT IN PLACE
R-03
R-08
REFERENCE LEGEND - SHEET 41

SYMBOL DESCRIPTION QTY DETAIL
NEW HARDSCAPE - COBBLE FIELD 2,603 SF E/46
TYPE: ARIZONA COBBLE
SIZE: 4" TO 8"
SUPPLER: SOUTHWEST BOULDER & STONE (OR EQUAL)
PHONE: 760 - 451 - 3333
NEW HARDSCAPE - COBBLE MAINTENANCE STRIPS 320 SF E/46
TYPE: ARIZONA COBBLE
SIZE: 4" TO 8"
SUPPLER: SOUTHWEST BOULDER & STONE (OR EQUAL)
PHONE: 760 - 451 - 3333
STABILIZED DECOMPOSED GRANITE 65 SF
COLOR: GOLD
NOTE: INSTALL AND COMPACTED ON NATIVE, 4 INCH THICK
C-01
C-02
C-03
CONSTRUCTION LEGEND - SHEET 41
ABBREVIATIONS:

FOC FACE OF CURB
CITY STD DETAIL: ST-11/46
C/46
C/46
C/46
C/46

TREES BOTANICAL / COMMON NAME SIZE QTY DETAIL
EXISTING LAGERSTROEMIA EXISTING 2

PROTECT IN PLACE

UNLESS OTHERWISE NOTED ON PLAN
EXISTING MELALEUCA EXISTING 1

PROTECT IN PLACE

UNLESS OTHERWISE NOTED ON PLAN
MELALEUCA QUINQUENERVIA / CAJEPUT TREE 36" BOX 1 A/46
(SINGLE TRUNK)

SHRUBS BOTANICAL / COMMON NAME SIZE QTY DETAIL
AGAVE ATTENUATA / AGAVE 5 GAL 29 B/46
ALOE ARBORESCENS / TREE ALOE 15 GAL 13 B/46
ALOE CAMPERI / ALOE 5 GAL 50 B/46
ALOE RUDIKOPPE / LITTLE RED RIDING HOOD ALOE 1 GAL 95 B/46

GROUND COVERS BOTANICAL / COMMON NAME SIZE SPACING QTY DETAIL SENECIO SERPENS / BLUE CHALKSTICKS 4" POT 12" o.c. 779 D/46 AA
A
AC
PLANT LEGEND - SHEET 41
N0. REVISIONS DATE BY APP. ENGINEERING DIVISION
APPROVED BY :

CITY OF GARDENA
SHT. OF

PUBLIC WORKS ENGINEERING DIVISION

DRAWN BY
BGB

CHECKED BY

DEPARTMENT OF PUBLIC WORKS

DESIGNED BY
F. B. REF.

LIMITS:

PROJECT :

NO.

DWG.

DATE:

DATE
UNDER THE SUPERVISION OF:

ARTHUR D. GUY CLA 2214
PLANS PREPARED BY:

AG
NN
ARTESIA BLVD. ARTERIAL IMPROVEMENT PROJECT
WESTERN AVE. TO VERMONT AVE. JN 935 PHASE 2
-
-
- 47
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
Date

ARTHUR D GUY I I
R

EG I STERED LANDSCAPE ARCH I TECT

S T A T E O F CA L I F OR N I A
EXP . 5 / 3 1/ 2024
02/29/2024
02/29/2024
8-1059 MATCHLINE - SEE SHEET 40 MATCHLINE - SEE SHEET 42 41 N O R T H
0 40 feet
1" = 20'
20 60 80
KEYMAP
SCALE: NTS

PLANTING PLAN
NOTE:

FOR PLANTING LEGEND, NOTES AND DETAILS, SEE
SHEETS 46 & 47.

NOTE:

MAINTAIN AND PROTECT IN PLACE ALL EXISTING TREES.

GRUB AND CLEAR SHRUBS & GROUNDCOVER PER
DEMOLITION PLANS.
5-2612

PUBLIC WORKS DIRECTOR / CITY ENGINEER
SEE SHEET 1 FOR SIGNATURE
SEE SHEET 1

FOR DATE

CITY RIGHT OF WAY

CITY RIGHT OF WAY

ARTESIA BLVD
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AC
AC AC
AC
AC
AC
AC
AC
AC AC

AC AA AC
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA AA
AA
BE
AC
AC
AC
AC
AC