RESOLUTION NO. 2024-255
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD,
CALIFORNIA, AUTHORIZING THE EXECUTION OF A RIGHT OF ENTRY
PERMIT WITH THE STATE OF CALIFORNIA DEPARTMENT OF PARKS AND
RECREATION TO CONSTRUCT THE BEACH ACCESS REPAIR AND UPGRADES
FROM PINE AVENUE TO TAMARACK AVENUE PROJECT
WHEREAS, the City Council of the City of Carlsbad has determined that it is necessary, desirable and beneficial to design and construct the Beach Access Repair and Upgrades from Pine Avenue to Tamarack Avenue Project, Capital Improvement Program Project No. 3896; and WHEREAS, sufficient funding from Infrastructure Replacement and General Capital Construction funds are available to complete the Project; and WHEREAS, the project will replace the four stairways along Carlsbad Boulevard between Hemlock Avenue and Pine Avenue and widen the sidewalk between Cherry Avenue and Pine Avenue; and
WHEREAS, the right of entry permit with the California Department of Parks and Recreation provides the city with the authority to construct the project; and WHEREAS, the City Planner has considered Public Resources Code Section 21065, and determined the action to approve a right of entry permit does not constitute a project within the meaning of the California Environmental Quality Act, or CEQA, in that it has no potential to cause either a direct physical change in the environment, or a reasonably foreseeable indirect change in the environment, so does not require environmental review. For the referenced project, CIP Project No. 3896, separate environmental reviews will be conducted in accordance with the CEQA Guidelines.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Carlsbad, California, as follows:
1. That the above recitations are true and correct.
2. That the City Council does hereby authorize and direct the Mayor to execute the right of entry permit with State Parks (Attachment A) for access to construct the Beach Access Repair and Upgrades from Pine Avenue to Tamarack Avenue Project, CIP Project No. 3896.
PASSED, APPROVED AND ADOPTED at a Regular Meeting of the City Council of the City of Carlsbad on the 19th day of November, 2024 , by the following vote , to wit :
AYES:
NAYS:
ABSTAIN:
ABSENT:
BLACKBURN, BHAT-PATEL, ACOSTA, BURKHOLDER, LUNA.
NONE.
NONE.
NONE.
KEITH~ yor
00&
SHERRY FREISINGER, City Clerk
(SEAL)
Agency: Department of Parks and Recreation
RIGHT OF ENTRY PERMIT
Project: San Diego Coast District
Permit No. Carlsbad State Beach
23/24-SDCD-ROE-03 Carlsbad Blvd. Beach Access Repairs
This Right of Entry Permit (Permit) is made and entered into this 1st Day of February 2025, between the State of California, acting by and through its Department of Parks and Recreation, hereinafter called State, and City of Carlsbad, a local Government entity, hereinafter called Permittee; State and Permittee may hereinafter be referred to as a Party, or collectively the Parties.
RECITALS
• Whereas, the State owns, operates, and maintains the State Park known as Carlsbad State Beach, in the County of San Diego, State of California; and
• Whereas, Permittee has applied to State for permission to access Carlsbad State Beach for purposes of carrying out Permittee’s Beach Access Repairs project (the Project); and • Whereas, the State desires to accommodate Permittee's application for permission to enter Carlsbad State Beach for purposes of the Project, as provided herein and as, and to the extent, such Project may be ultimately described, permitted, approved, and conditioned by Permittee’s MND environmental document entitled Beach Access Repairs Project (CDP 2021-0011/HDP 2021- 0002/HMP 2021-0003) SCH 2023050505 and dated May 2023, attached hereto as Exhibit “A” and herein incorporated by reference, and as may be conditioned by any other regulatory agency having jurisdiction, if applicable.
TERMS AND CONDITIONS
Now therefore, the State by this Permit hereby grants to the Permittee permission to enter upon State’s property, conditioned upon the agreement of the Parties that this Permit does not create or vest in Permittee any interest in the real property herein described or depicted, that the Permit is revocable and non-transferable, and that the Permit is further subject to the following terms and conditions:
1. Project Description: By this Permit, the State hereby grants to the Permittee permission to enter onto those lands depicted and/or described on Exhibit "B" (the Property) and Exhibit “C”, attached hereto and herein incorporated by this reference, solely for the purpose of:
The Beach Access Repairs Project (Project) proposes structural repairs and improvements to the existing concrete sidewalks, retaining walls, and beach access stairways located along Carlsbad Boulevard between Pine Ave and Tamarack Ave. These stairways provide access along, and to the popular Carlsbad State Beach. The Project consists primarily of repairing or replacing existing features in-kind, with the exception of the upper sidewalk, which is proposed to be widened to accommodate the heavy traffic of passive and active recreational user groups. The locations of the proposed sidewalk improvements and repairs, proposed stairway replacements, as well as the proposed staging area for the Project is shown in the map. The Project is within City and California State Parks jurisdiction (State Parks).
The sidewalks and stairways were built in the 1980s and urgently need repairs and/or replacements to maintain structural integrity and safe public access. The proposed repairs were identified as being necessary according to a structural condition assessment prepared by TTG Engineers in 2016 Replacement of the elevated sidewalk would be a long-term solution (approximately 50 years) to the existing deteriorated
sidewalk, with the new beams anticipated to be designed with high-strength, corrosion resistant precast concrete, the limits of which are described in the Environmental Document.
2. Permit Subject to Laws and Regulatory Agency Permits: This Permit is expressly conditioned upon Permittee’s obtaining any and all regulatory permits or approvals required by the relevant regulatory agencies for the Project and Permittee’s use of the Property, and upon Permittee’s compliance with all applicable municipal, state and federal laws, rules and regulations, including all Docusign Envelope ID: 8FFD0464-B05E-4207-A8C3-DE9ABFEA50A4 Attachment A
Nov. 19, 2024
Item #4 Page 10 of 115
Rev. 7/18/2017 2 of 6
State Park regulations. Permittee shall, at Permittee’s sole cost and expense, comply with the Project Description, and requirements and mitigations contained in the Environmental Document.
Prior to commencement of any work, Permittee shall obtain all such legally required permits or approvals and submit to the State full and complete copies of all permits and approvals, including documentation related to or referenced in such permits and approvals, along with the corresponding agency contact and telephone numbers, and related California Environmental Quality Act (CEQA) and/or National Environmental Policy Act (NEPA) documentation as applicable.
3. Term of Permit: This Permit shall only be for the period beginning on February 1, 2025, and ending on January 31, 2026, or as may be reasonably extended by written mutual agreement of the Parties.
4. Consideration: Permittee agrees to pay State the sum of zero (0) and NO/100 Dollars ($) as consideration for the rights granted by this Permit. The work performed by the Permittee adds benefit to the State. As such, no further consideration will be required to State.
5. Permit Subject to Existing Claims: This Permit is subject to existing contracts, permits, licenses, encumbrances, and claims which may affect the Property.
6. Waiver of Claims and Indemnity: Permittee waives all claims against State, its officers, agents and/or employees, for loss, injury, death, or damage caused by, arising out of, or in any way connected with the condition or use of the Property, the issuance, exercise, use or implementation of this Permit, and/or the rights herein granted. Permittee further agrees to protect, save, hold harmless, indemnify and defend State, its officers, agents and/or employees from any and all loss, damage, claims, demands, costs and liability which may be suffered or incurred by State, its officers, agents and/or employees from any cause whatsoever, arising out of, or in any way connected with this Permit, exercise by Permittee of the rights herein granted, Permittee’s use of the Property and/or the Project for which this Permit is granted, except those arising out of the sole active negligence or willful misconduct of State. Permittee will further cause such indemnification and waiver of claims in favor of State to be inserted in each contract that Permittee executes for the provision of services in connection with the Project for which this Permit is granted.
7. Contractors: Permittee shall incorporate the terms, conditions and requirements contained herein when contracting out all or any portion of the work permitted hereunder. Permittee shall be responsible for ensuring contractor/subcontractor compliance with the terms and conditions contained herein. Failure of Permittee’s contractors to abide by State's terms and conditions shall constitute default by Permittee (see DEFAULT paragraph below) allowing State to terminate this Permit and seek all legal remedies.
8. Insurance Requirements: As a condition of this Permit and in connection with Permittee’s indemnification and waiver of claims contained herein, Permittee shall maintain, and cause its contractors to maintain, a policy or policies of insurance as follows:
General Provisions Applying to All Policies
A. Coverage Term – Coverage needs to be in force for the complete term of the contract. If insurance expires during the term of the contract, a new certificate must be received by the State at least ten (10) days prior to the expiration of this insurance. Any new insurance must still comply with the original terms of the contract.
B. Policy Cancellation or Termination & Notice of Non-Renewal – Contractor is responsible to notify the State within five business days before the effective date of any cancellation, non- renewal, or material change that affects required insurance coverage. In the event Contractor fails to keep in effect at all times the specified insurance coverage, the State may, in addition to any other remedies it may have, terminate this Contract upon the occurrence of such event, subject to the provisions of this Contract.
C. Deductible – Contractor is responsible for any deductible or self-insured retention contained within their insurance program.
D. Primary Clause – Any required insurance contained in this contract shall be primary, and not excess or contributory, to any other insurance carried by the State.
E. Insurance Carrier Required Rating – All insurance companies must carry a rating acceptable to the Office of Risk and Insurance Management. If the Contractor is self-insured for a portion or all of its insurance, review of financial information including a letter of credit may be required.
Docusign Envelope ID: 8FFD0464-B05E-4207-A8C3-DE9ABFEA50A4 Nov. 19, 2024
Item #4 Page 11 of 115
Rev. 7/18/2017 3 of 6
F. Endorsements – Any required endorsements requested by the State must be physically attached to all requested certificates of insurance and not substituted by referring to such coverage on the certificate of insurance.
G. Inadequate Insurance – Inadequate or lack of insurance does not negate the contractor obligations under the contract.
H. Satisfying an SIR - All insurance required by this contract must allow the State to pay and/or act as the contractor’s agent in satisfying any self-insured retention (SIR). The choice to pay and/or act as the contractor’s agent in satisfying any SIR is at the State’s discretion.
I. Available Coverages/Limits - All coverage and limits available to the contractor shall also be available and applicable to the State.
J. Subcontractors - In the case of Contractor utilization of subcontractors to complete the contracted scope of work, contractor shall include all subcontractors as insured’s under Contractor and insurance or supply evidence of insurance to The State equal to policies, coverages and limits required of Contractor.
COMMERCIAL GENERAL LIABILITY:
Commercial General Liability Insurance covering bodily injury and property damage in a form and with coverage that are satisfactory to the State. This insurance shall include personal and advertising injury liability, products and completed operations, and liability assumed under an insured contract. Coverage shall be written on an occurrence basis in an amount of not less than $1,000,000 per occurrence. Annual aggregate limit shall not be less than $2,000,000. The State of California, its officers, agents, and employees are to be covered as additional insureds with respect to liability arising out of work or operations.
AUTOMOBILE LIABILITY INSURANCE:
Automobile Liability Insurance covering all owned, non-owned, and hired vehicles with a combined single limit of not less than $1,000,000 for bodily injury and property damage. The State of California, its officers, agents, and employees are to be covered as additional insureds with respect to liability arising out of work or operations.
WORKERS COMPENSATION AND EMPLOYERS LIABILITY:
Workers’ Compensation insurance as required by the State of California, with Statutory Limits, and Employer’s Liability Insurance with limit of no less than $1,000,000 per accident for bodily injury or disease. The Workers’ Compensation policy shall be endorsed with a waiver of subrogation in favor of the State of California.
9. Reservation of Rights: State reserves the right to use the Property in any manner, provided such use does not unreasonably interfere with Permittee's rights herein.
10. Access Limits and Conditions: Access to the Property shall be limited to the access designated by State.
• Permittee shall include State public safety, natural, and cultural resource representatives in preconstruction meeting. A qualified State archaeologist shall be present during any initial project meetings.
• Permittee shall provide contact list, anticipated work schedule and update by email to:
[email protected] and [email protected].
• Permittee will provide signage directing visitors to beach access.
• Emergency vehicle access from Pine Street to the beach should be maintained, if it needs to be restricted advanced notice shall be provided by email to: [email protected] and [email protected].
• No heavy equipment shall be moved or operated on State Park property without a flag crew.
• Work crews will wear bright yellow or orange safety vests when working in the park.
• No work shall take place on weekends or holidays. Saturday work may be approved.
Request for Saturday work will need to be submitted in writing to [email protected] and [email protected]. All requests shall be submitted, a minimum of, two business days (48 hours) in advance.
Docusign Envelope ID: 8FFD0464-B05E-4207-A8C3-DE9ABFEA50A4 Nov. 19, 2024
Item #4 Page 12 of 115
Rev. 7/18/2017 4 of 6
• Photographs documenting the "before" and “after” condition of the project and staging areas shall be taken by Permittee and submitted by email to [email protected] and [email protected].
11. Notice of Work: Any required notices to State shall be sent to the State authorities in charge of Carlsbad State Beach named below. At least forty-eight (48) hours prior to any entry upon the Property for any of the purposes hereinabove set forth, Permittee shall provide the State contact[s] named below with written notice of Permittee’s intent to enter the Property. Permittee shall also notify the State contact[s] listed below in writing at least forty-eight (48) hours prior to any change in the Project schedule or cessation or completion of work. Should State personnel need to contact Permittee, State shall notify Permittee’s contact person listed below:
STATE: PERMITTEE’S CONTACT:
Contact: Sean Homer, Sector Superintendent Contact: Eric Zielke, Project Manager District: San Diego Coast City of Carlsbad Address: 2680 Carlsbad Blvd. Address: 1635 Faraday Avenue Carlsbad, CA 92008 Carlsbad, CA 92008
Phone: (760) 720-7001 Phone: (442) 339-2230
Email: [email protected] Email: [email protected]
12. Limits of Work: In no event shall this Permit authorize work in excess or contrary to the terms and conditions of any regulatory agency permit or approval. Under no circumstances, whether or not authorized by any regulatory agency, other permit or any person or entity other than State, shall work exceed that which is authorized by this Permit.
13. Public Safety: Permittee shall erect orange plastic temporary construction fencing and appropriate signage prior to commencement of work to prevent public access to the construction zone. Permittee shall remove such fencing within two (2) days after the completion of work.
Permittee shall take, and shall cause its contractors or subcontractors to take, any and all necessary and reasonable steps to protect the public from harm in connection with the Project or implementation of this Permit.
14. Compliance with Project Requirements, Monitoring and Mitigation Measures (if applicable):
Resource monitoring and mitigation measures identified by Permittee’s MND environmental document entitled Beach Access Repair Project (CDP 2021-0011/HDP 2021-0002/HMP 2021- 0003) SCH 2023050505 and dated May 2023 shall be completed in accordance with and to the satisfaction of the District Superintendent or designee.
Permittee’s activities conducted under this Permit shall comply with all State and Federal environmental laws, including, but not limited to, the Endangered Species Act, CEQA, and Section 5024 of the Public Resources Code.
Any of Permittee’s archaeological consultants working within the boundaries of the Property shall obtain a permit from the California State Parks Archaeology, History & Museums Division prior to commencing any archaeological or cultural investigations of the Property.
Permittee shall immediately advise State’s contact person if any new site conditions are found during the course of permitted work. State will advise Permittee if any new historical resources (including archaeological sites), special status species, threatened/endangered species protocols, or other resource issues are identified within the Project site. Permittee shall abide by District Superintendent or designee’s instructions to protect the resource(s) during the permitted work or risk revocation of the Permit.
Permittee shall make all excavation activities on the Property available to the State Archaeologist for observation and monitoring. During excavation, the State archaeological monitor may observe and report to the State on all excavation activities. State archaeological monitor shall be empowered to stop any construction activities as necessary to protect significant cultural resources from being disturbed.
In the event that previously unknown cultural resources, including, but not limited to, dark soil containing shell, bone, flaked stone, groundstone, or deposits of historic trash are encountered during Project construction by anyone, work will be suspended at that specific location, and the Permittee’s work will be redirected to other tasks, until after a State-qualified archaeologist has Docusign Envelope ID: 8FFD0464-B05E-4207-A8C3-DE9ABFEA50A4 Nov. 19, 2024
Item #4 Page 13 of 115
Rev. 7/18/2017 5 of 6
evaluated the find and implemented appropriate treatment measures and disposition of artifacts, as appropriate, in compliance with all applicable laws and department resource directives.
If human remains are discovered during the Project, work will be immediately suspended at that specific location and the District Superintendent or designee shall be notified by Permittee. The specific protocol, guidelines and channels of communication outlined by the California Native American Heritage Commission (NAHC), and/or contained in Health and Safety Code Section 7050.5 and Public Resources Code Sections 5097.9 et seq., will be followed. Those statutes will guide the potential Native American involvement in the event of discovery of human remains.
Permittee shall provide a written work schedule to State so that the State archaeological monitor can arrange to be on site on the necessary days. Permittee shall provide reasonable advance notice of and invite the District Superintendent or designee to any preconstruction meetings with the prime contractor or subcontractors.
15. Restoration of Property: Permittee shall complete the restoration, repair, and revegetation of the Property in consultation with, and to the satisfaction of, the State Environmental Scientist within one (1) year after completion of the Project or the expiration or termination of this Permit, whichever comes first. This obligation shall survive the expiration or termination of this Permit.
16. Right to Halt Work: The State reserves the right to halt work and demand mitigation measures at any time, with or without prior notice to Permittee, in the event the State determines that any provision contained herein has been violated, or in the event that cessation of work is necessary to prevent, avoid, mitigate or remediate any threat to the health and safety of the public or state park personnel, or to the natural or cultural resources of the state park.
17. Use Restrictions: The use of the Property by Permittee, including its guests, invitees, employees, contractors, and agents, shall be restricted to the daytime hours between sunrise and sunset on a day-by-day basis, unless otherwise approved in advance in writing by State. No person shall use or occupy the Property overnight.
Activities on the Property shall be conducted only in a manner which will not interfere with the orderly operation of the state park. Permittee shall not engage in any disorderly conduct and shall not maintain, possess, store, or allow any contraband on the Property. Contraband includes but is not limited to: any illegal alcoholic beverages, drugs, firearms, explosives and weapons.
Roads and trails where motorized vehicles are normally prohibited may be used for vehicle access by Permittee, its employees, agents or contractors for patrol, maintenance, or repair purposes only, and only to the extent specified by State, and shall be otherwise subject to all other conditions and/or restrictions of this Permit and any applicable laws, state park regulations and state park policies.
Permittee shall not use or allow the Property to be used, either in whole or in part, for any purpose other than as set forth in this Permit, without the prior written consent of the State.
18. State's Right to Enter: At all times during the term of this Permit and any extension thereof, there shall be and is hereby expressly reserved to State and to any of its agencies, contractors, agents, employees, representatives, invitees or licensees, the right at any and all times, and any and all places, to temporarily enter upon said Property to survey, inspect, or perform any other lawful State purposes.
Permittee shall not interfere with State's right to enter.
19. Protection of Property: Permittee shall protect the Property, including all improvements and all natural and cultural features thereon, at all times at Permittee's sole cost and expense, and Permittee shall strictly adhere to the following restrictions:
(a) Permittee shall not place or dump garbage, trash or refuse anywhere upon or within the Property, except in self-contained trash receptacles that are maintained to State's satisfaction by Permittee.
(b) Permittee shall not commit or create, or suffer to be committed or created, any waste, hazardous condition, or nuisance in, on, under, above or adjacent to the Property.
(c) Permittee shall not cut, prune or remove any vegetation upon the Property, except as identified in the Project description and herein permitted or subsequently approved in writing by the District Superintendent.
Docusign Envelope ID: 8FFD0464-B05E-4207-A8C3-DE9ABFEA50A4 Nov. 19, 2024
Item #4 Page 14 of 115
Rev. 7/18/2017 6 of 6
(d) Permittee shall not disturb, move or remove any rocks or boulders upon the Property, except as identified in the Project description and herein permitted or subsequently approved in writing by the District Superintendent.
(e) Permittee shall not grade or regrade, or alter in any way, the ground surface of the Property, except as herein permitted, or subsequently approved in writing by the District Superintendent.
(f) Permittee shall not bait, poison, trap, hunt, pursue, catch, kill, or engage in any other activity which results in the taking, maiming or injury of wildlife upon the Property, except as identified in the Project description and herein permitted or subsequently approved in writing by the District Superintendent.
(g) Permittee shall not use, create, store, possess or dispose of hazardous substances (as defined in the California Hazardous Substances Act) on the Property except as herein permitted, or subsequently approved in writing by the District Superintendent.
(h) Permittee shall exercise due diligence to protect the Property against damage or destruction by fire, vandalism, and any other causes.
20. Default: In the event of a default or breach by Permittee of any of the terms or conditions set forth in this Permit, State may at any time thereafter, without limiting State in the exercise of any right of remedy at law or in equity which State may have by reason of such default or breach:
(a) Maintain this Permit in full force and effect and recover the consideration, if any, and other monetary charges as they become due, without terminating Permittee's right to use of the Property, regardless of whether Permittee has abandoned the Property; or
(b) Immediately terminate this Permit upon giving written notice to Permittee, whereupon Permittee shall immediately surrender possession of the Property to State and remove all of Permittee’s equipment and other personal property from the Property. In such event, State shall be entitled to recover from Permittee all damages incurred or suffered by State by reason of Permittee's default, including, but not limited to, the following:
(i) any amount necessary to compensate State for all the detriment proximately caused by Permittee's failure to perform its obligations under this Permit, including, but not limited to, compensation for the cost of restoration, repair and revegetation of the Property, which shall be done at State’s sole discretion and compensation for the detriment which in the ordinary course of events would be likely to result from the default; plus
(ii) at State's election, such other amounts in addition to or in lieu of the foregoing as may be permitted from time to time by applicable law.
21. State's Right to Cure Permittee's Default: At any time after Permittee is in default or in material breach of this Permit, State may, but shall not be required to, cure such default or breach at Permittee's cost. If State at any time, by reason of such default or breach, pays any sum or does any act that requires the payment of any sum, the sum paid by State shall be due immediately from Permittee to State at the time the sum is paid. The sum due from Permittee to State shall bear the maximum interest allowed by California law from the date the sum was paid by State until the date on which Permittee reimburses State.
22. Revocation of Permit: The State shall have the absolute right to revoke this Permit for any reason upon twenty (20) days written notice to Permittee. Written notice to Permittee may be accomplished by electronic or facsimile transmission, and the notice period set forth in this paragraph shall begin on the date of the electronic or facsimile transmission, or, if sent by mail, on the date of delivery. If Permittee is in breach of the Permit or owes money to the State pursuant to this Permit, any prepaid monies paid by Permittee to State shall be held and applied by the State as an offset toward damages and/or amounts owed. Nothing stated herein shall limit the State's exercise of its legal and equitable remedies.
23. Recovery of Legal Fees: In any action brought to enforce or interpret any provisions of this Permit or to restrain the breach of any agreement contained herein, or for the recovery of possession of the Property, or to protect any rights given to the State against Permittee, and in any actions or proceedings under Title 11 of the United States Code, if the State shall prevail in such action on trial or appeal, the Permittee shall pay to the State such amount in attorney's fees in said action as the court shall determine to be reasonable, which shall be fixed by the court as part of the costs of said action.
Docusign Envelope ID: 8FFD0464-B05E-4207-A8C3-DE9ABFEA50A4 Nov. 19, 2024
Item #4 Page 15 of 115
Notice of Determination
To: 12]
12]
State Clearinghouse
https://ceqanet.opr.ca.gov/
Assessor/Recorder/County Clerk
Attn: Fish and Wildlife Notices
1600 Pacific Highway, Suite 260
San Diego, CA 92101
MS: A-33
From: CITY OF CARLSBAD
Planning Division
1635 Faraday Avenue
Carlsbad, CA 92008
(442) 339-2600
Project No: CDP2021-0011/HMP2021-0003 (DEV2021-0049)
Filing of Notice of Determination in compliance with Section 21108 or 21152 of the Public Resources Code.
City of Carlsbad Beach Access Repairs
Project Title
2023050505
State Clearinghouse No.
City of Carlsbad, lzzak Mireles 442-339-2634
Lead Agency, Contact Person Telephone Number
Assessor Parcel Number: 204-310-01-00, 203-250-15-00, 760-166-58-00; San Diego County, CA 92010 Project Location (include County)
Name of Applicant: Lauren Ferrell. Associate Engineer
Applicant's Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Applicant's Telephone Number: (442) 339-2558
Name of Applicant/Identity of person undertaking project: Lauren Ferrell, City of Carlsbad Project Description: The project is a request for a request for structural repairs and improvements to the existing concrete sidewalks, retaining walls, and beach access stairways.
This is to advise that the City of Carlsbad has approved the above described project on July 19, 2023, and has made the following determination regarding the above described project.
1. The project will not have a significant effect on the environment.
2. D An Environmental Impact Report (EIR) was prepared for this project pursuant to the provisions of CEQA.
� A Negative Declaration was prepared for this project pursuant to the provisions of CEQA.
D This project was reviewed previously and a(n) Negative Declaration was prepared pursuant to the provisions of CEQA.
3. Mitigation measures were made a condition of the approval of the project.
4. A mitigation reporting or monitoring plan was adopted for this project.
5. A statement of Overriding Considerations was not adopted for this project.
6. Findings were made pursuant to the provisions of CEQA.
This is to certify that the final Negative Declaration with comments and responses and record of project apP,roval is av . ble to the General Public at THE CITY OF CARLSBAD. --
Eric Lardy, City Planner Date
Date received for filing at OPR:
Revised 04/19
EXHIBIT A
Docusign Envelope ID: 8FFD0464-B05E-4207-A8C3-DE9ABFEA50A4 Nov. 19, 2024
Item #4 Page 17 of 115
Pine Ave
Walnut Ave
Chestnut Ave
Maple Ave
Acacia Ave
Cherry Ave
Juniper Ave
Hemlock Ave
Redwood Ave
Tamarack Ave
Sequoia Ave
Aqua Hedionda
Lagoon
Chinquapin Ave
Sycamore Ave
EXHIBIT B
Project Limits
Staging Area
Lower Sidewalk Repairs
Docusign Envelope ID: 8FFD0464-B05E-4207-A8C3-DE9ABFEA50A4 Nov. 19, 2024
Item #4 Page 18 of 115
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 12:27 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-G01.dwgPlotted by: Bob Sherwood 1 95
IMPROVEMENT PLANS FOR:
TITLE SHEET
CIP #3896 529-8SC
RS
CM
SCOTT CHADWICK - CITY MANAGER
PAZ GOMEZ - DIRECTOR OF PUBLIC WORKS
PROJECT TEAM DIRECTORY
OWNER:
CITY OF CARLSBAD PUBLIC WORKS DEPARTMENT
CONTACT:
ERIC ZIELKE, PE, TE, QSD/P, LEED AP
SENIOR ENGINEER
EMAIL: [email protected]
1635 FARADAY AVENUE
CARLSBAD, CA 92008
PHONE: 760-602-2780
PRIME CONSULTANT:
GHD INC.
320 GODDARD WAY, SUITE 200
IRVINE, CA 92618
PHONE: 949-648-5200
CONTACT: ROBERT SHERWOOD, PE
GHD Inc.
DESIGN CONSULTANTS:
LANDSCAPE ARCHITECT
KTUA PLANNING + LANDSCAPE ARCH
3916 NORMAL STREET
GEOTECHNICAL ENGINEER
ENGEO INCORPORATED
320 GODDARD WAY, SUITE 100
SAN DIEGO, CA 92103 IRVINE, CA 92618
PHONE: 619-294-4477 PHONE: 760-525-3944
CONTACT: TIM HENDERSON, PLA CONTACT: TAYLOR STRACK, PE, GE G-01
INTERSTATE
5 INTERSTATE
5 CARLSBAD BLVD BEACH ACCESS REPAIR PROJECT
APPLICATION NUMBERS: CDP 2021-0011, HMP 2021-0002
CITY OF CARLSBAD, CALIFORNIA
CITY COUNCIL
KEITH BLACKBURN - MAYOR
MELANIE BURKHOLDER - COUNCIL MEMBER
PRIYA BHAT-PATEL - MAYOR PRO TEM
CAROLYN LUNA - COUNCIL MEMBER
PUBLIC WORKS DEPARTMENT
CONSTRUCTION PLANS FOR:
TERESA ACOSTA - COUNCIL MEMBER
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 19 of 115
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 12:20 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-G02-KEY MAP.dwgPlotted by: Bob Sherwood N
2 95
IMPROVEMENT PLANS FOR:
KEY MAP & SHEET INDEX
CIP #3896 529-8
KEYPLAN
1" = 150'
SHEET BOUNDARIES
SC
RS
CM
C-01
C-07
C-13
C-20
E-01
LC-01
LP-01
LI-01
C-02
C-08
C-14
C-21
E-02
LC-02
LP-02
LI-02
C-03
C-09
C-15
C-22
E-03
LC-03
LP-03
LI-03
C-04
C-10
C-16
C-23
E-04
LC-04
LP-04
LI-04
C-05
C-11
C-17
C-24
E-05
LC-05
LP-05
LI-05
C-06
C-12
C-18
C-25
E-06
LC-06
LP-06
LI-06
PACIFIC OCEAN
PINE AVENUE WALNUT AVENUESYCAMORE AVENUECHESTNUT AVENUEMAPLE AVENUE ACADIA AVENUECHERRY AVENUEJUNIPER AVENUEHEMLOCK AVENUEREDWOOD AVENUETAMARACK AVENUESEQUOIA AVENUECHINQUAPIN AVENUE
CARLSBAD BOULEVARD
G-02
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 20 of 115
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 2:26 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-G03 THRU G04.dwgPlotted by: Bob Sherwood 3 95
IMPROVEMENT PLANS FOR:
GENERAL NOTES & ABBREVIATIONS
CIP #3896 529-8SC
RS
CM
A AREA
AC ASPHALT PAVEMENT
ACP ASBESTOS CEMENT PIPE
AD AREA DRAINS
ALUM ALUMINUM
AP ANGLE POINT
AVAC AIR VACUUM VALVE
AVE AVENUE
BEG BEGIN
BF BACKFLOW
BC BEGIN CURVE, BLOW COUNT
BLVD BOULEVARD
BP BEGINNING POINT
BTM BOTTOM
BW BACK OF WALK
BX BOTTOM OF CURB TRANSITION
C CIRCLE, CURVE
CALCS CALCULATIONS
C-VLT COMMUNICATIONS VAULT
CHKD CHECKED
CIP CAST IN PLACE
CL CENTERLINE
CLR CLEAR
CJ CONTROL JOINT
COM-BX COMMUNICATIONS BOX
CONC CONCRETE
CONA CONCRETE ANGLE POINT
CONT CONTINUOUS, CONTROLLER
D, DIA, DIAM DIAMETER
DBL DOUBLE
DL DAYLIGHT, DEAD LOAD
DD DOWN DRAIN, DRY DENSITY
DS DIRECT SHEAR TEST
DWN DRAWN
E EAST
EA EACH
EC END CURVE
EB ELECTRIC BOX
EJ EXPANSION JOINT
EL, ELEV ELEVATION
EG EXISTING GRADE
EM ELECTRIC METER
EMH ELECTRIC MANHOLE
EOP EDGE OF PAVEMENT
EP END POINT
EQ EQUAL
EQUIP EQUIPMENT
EW EACH WAY
(E), EXIST EXISTING
E-PNL ELECTRIC PANEL
E-VLT ELECTRIC VAULT
FD FIRE DEPARTMENT
FDC FIRE DEPARTMENT CONNECTION
FF FINISH FLOOR
FG FINISH GRADE
FM FLOW METER
FS FINISH SURFACE
G GAS, GROUND
GAL GALLON
GALV GALVANIZED
GB GRADE BREAK
GBA GRADE BREAK ANGLE POINT
GB GRADE BREAK
GM GAS METERS/REGULATORS
GP GUARD POST
GR GRADE
GS GRAIN SIZE DISTRIBUTION
GSO GAS SHUT OFF
GV GAS VALVE
HCLD HANDICAP LOADING
HD HEAVY-DUTY
HDG HOT-DIP GALVANIZED
HORIZ HORIZONTAL
IE INVERT ELEVATION
IP INTERSECTION POINT
IRB IRRIGATION BOX
IRV IRRIGATION VALVE
JB JUNCTION BOX
JT JOINT
L LENGTH, LINE
LC LABORATORY COMPACTION TEST
LF LINEAR FEET
LL LIVE LOAD
LT LIGHT
M METER
MAX MAXIMUM
MB MACHINE BOLT
MC MOISTURE CONTENT
MFR'S MANUFACTURER'S
MH MANHOLE
MILS THOUSANDTHS OF AN INCH
MIN MINIMUM
MT MULTIPLE TREE
MV MASTER VALVE
N NORTH
(N) NEW
NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988
NGVD29 NATIONAL GEODETIC VERTICAL DATUM OF 1929
NTS NOT TO SCALE
O.C. ON CENTER
PB PULLBOX
PB-RSR PACBELL RISER
PCF POUNDS PER CUBIC FEET
PED PEDISTAL/PAD, PEDESTRIAN
PERP PERPENDICULAR
PI ATTERBERG LIMITS TEST
PL PROPERTY LINE, PLATE
PSF POUNDS PER SQUARE FOOT
PT POINT
PVC POLYVINYL CHLORIDE
R RADIUS
RCE REGISTERED CIVIL ENGINEER
REINF REINFORCING
REQ'D REQUIRED
RET RETAINING
ROW RIGHT OF WAY
RRFB RECTANGULAR RAPID FLASHING BEACONS
RSR UTILITY RISER
RVWD REVIEWED
S SOUTH
SCO SEWER CLEAN OUT
SD STORM DRAIN
SDS SLOW DIRECT SHEAR TEST
SDI/MH STORM DRAIN INLET W/MANHOLE
SDHM STORM DRAIN MANHOLE
SDCRSD SAN DIEGO COUNTY REGIONAL STANDARD DRAWING
SF SQUARE FEET
SL STREETLIGHT
SLB STREETLIGHT BOX
SMH SEWER MANHOLE
SQ SQUARE
SS STAINLESS STEEL, SANITARY SEWER
SSPWC STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION
STA STATION
STL STEEL
S/W SIDEWALK
T TREE
TB TELEPHONE BOX
TC TOP FACE OF CURB
TCR TELECOMMUNICATIONS RISER
TG TOP OF GRATE
TOC TOP OF CURB
TOW TOP OF WALL
TP TANGENCY POINT
TR ELECTRIC TRANSFORMER
TRD TREAD
TS TRAFFIC SIGNAL, TUBE SECTION
TSB TRAFFIC SIGNAL BOX
TSC TRAFFIC SIGNAL CONTROL
TYP TYPICAL
V VALVE
VERT VERTICAL
W WEST, WATER, WIDE
W/ WITH
WM WATER METER
WMH WATER MANHOLE
WT WEIGHT
WV WATER VALVE
ABBREVIATIONS
PROPERTY LINE
ADJOINING LOT LINES/RIGHT-OF-WAY
CENTERLINE OF RIGHT-OF-WAY
BUILDING OVERHANG
ELEVATION CONTOUR LINE (1 FOOT INTERVAL)
ELEVATION CONTOUR LINE (1/2 FOOT INTERVAL)
CHAIN LINK FENCING
METAL BEAM GUARDRAIL OR RAILING
GATE
ENVIRONMENTAL BOUNDARY
PROJECT LIMITS
COASTAL COMMISSION JURISDICTIONAL LINE
CULTURAL / HISTORICAL BOUNDARY
CONCRETE REPAIR / REPLACEMENT
NEW LITHOCRETE SURFACE
PHASE 1 REPAIR AREA
PHASE 2A REPAIR AREA
PHASE 2B REPAIR AREA
PROTECTED BLUFF WITHIN PROJECT LIMITS
EXISTING TREES (TRUNKS OF VARYING DIAMETERS)
STREETLIGHT
FOUND SURVEY MONUMENT AS NOTED
SPOT ELEVATION
LEGENDGENERAL NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE)
1. CITY OF CARLSBAD HAS ADOPTED THE 2022 CALIFORNIA BUILDING STANDARDS CODE (CALIFORNIA CODE OF REGULATIONS, TITLE 24) IN ITS ENTIRETY.
2. REFER TO CITY OF CARLSBAD, GENERAL PROVISIONS AND SUPPLEMENTAL PROVISIONS FOR THE PROJECT AND MODIFICATIONS TO THE 2021 SSPWC GREENBOOK.
3. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
4. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD
MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES.
6. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY
ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET.
7. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
8. ALL INSPECTION REQUESTS OTHER THAN FOR PRE-CONSTRUCTION MEETING WILL BE MADE BY CONTACTING THE CITY AT LEAST TWO (2) WORKING DAYS BEFORE THE INSPECTION IS NEEDED.
9. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES,
INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
10. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL
PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF
SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION
FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE
SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
11. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING
CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE CONTRACTOR WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE CONTRACTOR HAS RECEIVED WRITTEN APPROVAL FROM THE CITY ENGINEER.
12. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
13. NO BLASTING SHALL BE PERMITTED ON SITE.
14. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE
UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
15. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND
AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE
CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK.
G-03
SOIL CLASSIFICATION CHART
REFERENCE DRAWINGS
139-6 CARLSBAD BOULEVARD IMPROVEMENT PLANS
282-7 CARLSBAD BOULEVARD PROMENADE
272-1 CARLSBAD BOULEVARD SEAWALL
GEOTECHNICAL BASIS OF DESIGN, CARLSBAD BEACH ACCESS REPAIRS, PREPARED BY TERRACOSTA CONSULTING GROUP (NOW ENGEO), JULY 3, 2018.
GEOTECHNICAL REPORT
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 21 of 115
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 12:38 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-G03 THRU G04.dwgPlotted by: Bob Sherwood 4 95
IMPROVEMENT PLANS FOR:
STRUCTURAL NOTES & STANDARD DETAILS
CIP #3896 529-8SC
RS
CM
G-04
D
D
D
D
db
90°
bd
6 d OR
4" MINb
135°
4 d FOR #3, #4, #5
6 d FOR #6, #7, #8
b
b
D=
12 d FOR #6, #7, #8
6 d FOR #3, #4, #5
b
b
TYP 90° END HOOKTYP BAR BEND DIAMETER
10 d FOR #14, #18
8 d FOR #9, #10, #11
6 d FOR #3 TO #8
D
D= b
b
b
d b D
dh
12d 2" MIN
TYP 180° END HOOK
4d ORb
b
bd D
dh
#14 38 33 29 27
#18 50 43 39 35
BAR
SIZE 3000 4000 5000 6000
#3 6 6 6 6
#4 8 7 6 6
#5 10 9 8 7
#6 12 10 9 9
#7 14 12 11 10
#8 16 14 12 11
#9 18 15 14 13
#10 20 17 16 14
#11 22 19 17 16
dh
d
S S/2
L BARC
LC
BAR
LC
BAR
S/2
CONCRETE
SURFACE
CONCRETE
SURFACE
DEVELOPMENT LENGTH ( )
BAR 3000 PSI CONC (f'c) 4000 PSI CONC (f'c) 5000 PSI CONC (f'c)
SIZE TOP OTHER TOP OTHER TOP OTHER
s > 6" s < 6" s > 6" s < 6" s > 6" s < 6" s > 6" s < 6" s > 6" s < 6" s > 6" s < 6" #3 13 22 12 17 12 19 12 15 12 17 12 13
#4 18 29 14 22 15 25 12 19 14 23 12 17
#5 22 36 17 28 19 31 15 24 17 28 13 22
#6 26 43 20 33 23 37 18 29 20 34 16 26
#7 38 63 29 48 33 54 25 42 29 49 23 38
#8 43 72 33 55 37 62 29 48 34 56 26 43
#9 49 81 37 62 42 70 33 54 38 63 29 48
#10 56 89 43 69 49 78 38 60 44 69 34 54
#11 68 98 52 76 59 85 45 66 53 76 41 59
TENSION LAP SPLICE LENGTH (CLASS 'B' SPLICE)
BAR 3000 PSI CONC (f'c) 4000 PSI CONC (f'c) 5000 PSI CONC (f'c)
SIZE TOP OTHER TOP OTHER TOP OTHER
s > 6" s < 6" s > 6" s < 6" s > 6" s < 6" s > 6" s < 6" s > 6" s < 6" s > 6" s < 6" #3 17 28 16 22 16 25 16 19 16 22 16 17
#4 23 38 18 29 20 33 16 25 18 29 16 23
#5 28 47 22 36 25 41 19 31 22 36 17 28
#6 34 56 26 43 29 49 23 38 26 44 20 34
#7 49 82 38 63 43 71 33 55 38 63 30 49
#8 56 93 43 72 49 81 38 62 44 72 34 56
#9 63 105 49 81 55 91 42 70 49 81 38 63
#10 73 116 56 90 63 101 49 78 57 90 44 70
#11 88 128 68 99 76 111 59 85 68 99 53 76
NOTES:
LENGTHS SHOWN ARE FOR GRADE 60 UNCOATED BARS.
LENGTHS SHOWN ARE IN INCHES.
TOP BARS: HORIZONTAL BARS WITH MORE THAN 12” OF FRESH CONCRETE CAST BELOW THEM.
THE QUANTITY ‘s’ IS DEFINED AS FOLLOWS:
212" MIN
NORMAL WEIGHT CONCRETE, f'c, PSI
FOR STANDARD END HOOKS ON REINFORCING BARS
MINIMUM TENSION EMBEDMENT LENGTHS (IN.)
PENETRATION
3" TYP
d, TYP
#5 DIAGONAL BARS x 3'-0" LONG
CENTERED ON PENETRATION, SPACE AT
8" MAX THROUGHOUT WALL THICKNESS
END MAIN BARS INTERRUPTED
BY OPENING WITH STD HOOK
WHERE MAIN BARS ARE
INTERUPTED BY OPENING, ADD
ONE HALF THE INTERUPTED
BARS EACH SIDE OF OPENING.
(MIN 2-#5 BARS EACH SIDE)
STRUCTURAL STANDARD DETAILS - CONCRETESTRUCTURAL NOTES
GENERAL
1. CONTRACTOR SHALL COORDINATE ALL STRUCTURAL DOCUMENTS WITH ALL
OTHER DISCIPLINES AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO THE START OF ANY FABRICATION OR CONSTRUCTION.
2. UNLESS NOTED OTHERWISE, REFER TO DRAWINGS OTHER THAN STRUCTURAL
FOR FINISHES, SLOPES, DEPRESSIONS, OPENINGS, CURBS, STAIRS, RAMPS, TRENCHES, EQUIPMENT AND LOCATIONS AND EXTENT OF SUCH CONDITIONS.
3. CONTRACTOR SHALL COORDINATE ALL NEW WORK WITH EXISTING SITE
CONDITIONS AND REPORT ANY DISCREPANCIES TO THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION.
4. DO NOT SCALE DRAWINGS
5. CONTRACTOR TO REVIEW AS-BUILT RECORD DRAWINGS FOR ALL
STRUCTURES ON SITE AVAILABLE FROM THE CITY AND / OR PROVIDED BY THE IN THE PROJECT BID PACKAGE.
RAILINGS
1. SEE SPECIFICATION SECTION 05 52 00 METAL RAILINGS
2. DETAILS SHOWN ARE MINIMUM REQUIREMENTS WITH RAILING DESIGN TO BE PROVIDED BY CONTRACTOR. CONTRACTOR MAY REVISE GUARDRAIL AND
HANDRAIL DESIGN, LAYOUT, AND ANCHORAGES TO MEET MANUFACTURER RECOMMENDATIONS AND PROJECT SPECIFICATIONS, AS APPROVED BY CITY.
REINFORCED CONCRETE
1. SEE SECTIONS 03 30 00 CAST-IN-PLACE CONCRETE AND SECTION 03 41 00
PRECAST STRUCTURAL CONCRETE
2. ALL REINFORCING TO TERMINATE WITH STANDARD HOOKS AS SHOWN THIS SHEET. ALL STIRRUPS AND TIES TO BE CLOSED WITH 135 DEGREE BENDS.
3. ALL NEW REINFORCED CONCRETE TO INCLUDE EMBEDDED GALVANIC ANODES ATTACHED TO REINFORCING STEEL IN A STAGGERED GRID PATTERN AT 30 INCH MAXIMUM SPACING.
STRUCTURAL STEEL
1. SEE SPECIFICATION SECTION 05 55 00 METAL FABRICATIONS
2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY BRACING / SUPPORTS AS REQUIRED UNTIL ALL MEMBERS HAVE BEEN BOLTED OR WELDED SO MEMBERS ARE NOT OVERSTRESSED.
3. ALL EXPOSED NON-GALVANIZED STEEL SURFACES AND FASTENERS SHALL BE COATED PER SPECIFICATIONS UNLESS OTHERWISE NOTED.
4. BOLTS - THREADS OF ALL BOLTS SHALL BE COATED WITH ANTI-SEIZE
COMPOUND
5. REINFORCING STEEL SHALL BE EPOXY COATED IN ACCORDANCE WITH SPECIFICATION SECTION 03 30 00 CAST-IN-PLACE CONCRETE AND SECTION 03 41 00 PRECAST STRUCTURAL CONCRETE.
FIELD REPAIRS
1. GALVANIZED/METALIZED COATING FIELD REPAIR - FIELD REPAIR OF FIELD WELDS OR OTHER DAMAGED AREAS SHALL CONFORM TO ASTM A760, USING ZINC-BASE SOLDERS, SUCH AS "GALV-STICK" OR APPROVED EQUAL, FOLLOWED BY A TOP COAT OF ZINC RICH PAINT. REPAIR SHALL FOLLOW PROCEDURES INDICATED IN ASTM A760, ANNEX A1, AND IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
2. FIELD WELDING - PREHEAT STEEL TO A MINIMUM 50°F TO DRIVE OFF MOISTURE AND WELD PER AWS D1.1.
3. GROUT PLACEMENT:
-- HIGH-STRENGTH GROUT SHALL BE PLACED PER MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR SHALL SUBMIT INTENDED METHODS
OF PREPARING SUBSTRATE, MIXING, TRANSPORTING, PLACING AND FINISHING GROUT.
-- PRIOR TO PLACEMENT, GROUTED SURFACES SHALL BE FREED OF DUST AND DIRT USING HIGH-PRESSURE POTABLE WATER. MIX GROUT WITH MANUFACTURER'S RECOMMENDED WATER QUANTITY. DO NOT ADD
ADDITIONAL WATER.
-- COLD WEATHER GROUT/ CONCRETE SHALL FOLLOW APPROPRIATE RECOMMENDATIONS OF ACI 306R. WHERE AMBIENT TEMPERATURE IS LESS THAN 40°F PROVIDE HEATED MATERIAL OR INSIDE SHELTER TO MAINTAIN 40°F MATERIAL TEMPERATURE FOR 4 DAYS OR UNTIL GROUT/ CONCRETE OBTAINS f'c = 2,500 PSI.
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 22 of 115
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 12:39 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-G05 THRU G06.dwgPlotted by: Bob Sherwood 5 95
IMPROVEMENT PLANS FOR:
BORING LOG LOCATIONS
CIP #3896 529-8SC
RS
CM
1 BORING LOG LOCATIONS
1" = 60' 0 120'60'
N
B-3
B-2
B-1
G-05
BORING LOG LOCATIONS ARE APPROXIMATE AS DESCRIBED IN
WOODWARD-CLYDE CONSULTANTS GEOTECHNICAL INVESTIGATION
FOR THE CARLSBAD BOULEVARD SEAWALL, JULY 1986.
FOR REFERENCE ONLY
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 23 of 115
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 12:40 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-G05 THRU G06.dwgPlotted by: Bob Sherwood 6 95
IMPROVEMENT PLANS FOR:
BORING LOGS
CIP #3896 529-8SC
RS
CM
G-06
FOR REFERENCE ONLY
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 24 of 115
D
D
D
D
D
D
D
D
D
D
D
D
D
D
6' OFFSET
6' OFFSET 6' OFFSET
3' OFFSET
3' OFFSET
6' OFFSET 3' OFFSET
PROJECT LIMIT
PROJECT LIMIT
PROJECT LIMIT
PROJECT LIMIT
PHASE 1 BEACH
ACCESS ROUTE
PHASE 1 BEACH
ACCESS ROUTE
PHASE 1 BEACH
ACCESS ROUTE
PHASE 2 BEACH
ACCESS ROUTE
ALWAYS OPEN
BEACH
ACCESS ROUTE
ALWAYS OPEN
BEACH
ACCESS ROUTE
APPROXIMATE
COASTAL COMMISSION
JURISDICTIONAL LIMIT
APPROXIMATE
COASTAL COMMISSION
JURISDICTIONAL LIMIT
APPROXIMATE
COASTAL COMMISSION
JURISDICTIONAL LIMIT
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 12:42 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-G07 THRU G08.dwgPlotted by: Bob Sherwood 7 95
IMPROVEMENT PLANS FOR:
PROJECT PHASING 1
CIP #3896 529-8SC
RS
CM
1 PROJECT PHASING PLAN
1" = 60'
N
G-07
CARLSBAD BOULEVARD
PACIFIC OCEAN
PINE AVENUE
WALNUT AVENUE SYCAMORE AVENUE
CHESTNUT AVENUE MAPLE AVENUE ACACIA AVENUE
LEGEND
ENVIRONMENTAL BOUNDARY
PROJECT LIMITS
COASTAL COMMISSION JURISDICTIONAL LINE
PHASE 1 REPAIR AREA
PHASE 2A REPAIR AREA
PHASE 2B REPAIR AREA
PROTECTED BLUFF WITHIN PROJECT LIMITS
0 120'60' 180' 240'
PROJECT PHASING DESCRIPTION
CONSTRUCTION SHALL BE PHASED TO MAINTAIN PUBLIC ACCESS TO THE BEACH OVER THE DURATION OF THE PROJECT. NO ONSITE WORK
ALLOWED DURING THE SUMMER BETWEEN THE DAY BEFORE MEMORIAL
DAY AND THE DAY AFTER LABOR DAY UNLESS AUTHORIZED IN ADVANCE BY THE CITY. ADDITIONALLY, THE EXISTING BEACH ACCESS STAIRWAYS
AND SIDEWALK MUST REMAIN IN SERVICE AND / OR THE NEW BEACH ACCESS STAIRWAYS AND SIDEWALK COMPLETED DURING THE SUMMER.
SEE PROJECT SPECIFICATIONS FOR OTHER SPECIAL EVENT DATES TO
BE AVOIDED, CONTRACTOR TO SUBMIT PHASING PLAN PRIOR TO
CONSTRUCTION.
PHASE 1 OF THE CONSTRUCTION IS ANTICIPATED TO CONSIST OF
REMOVAL AND REPLACEMENT OF THE ON-GRADE UPPER SIDEWALK
BETWEEN MAPLE AVENUE AND CHERRY AVENUE, THE ELEVATED
CHERRY AVENUE STAIRWAY, THE ELEVATED HEMLOCK AVENUE
STAIRWAY, AND RAILING BETWEEN MAPLE AVENUE AND TAMARACK AVENUE. PHASE 1 MAY BE SPLIT INTO PHASE 1A AND 1B TO
ACCOMMODATE CONSTRUCTION OF THE INDIVIDUAL ELEVATED
STAIRWAYS TO MEET SCHEDULING REQUIREMENTS.
PHASE 2 OF THE CONSTRUCTION IS ANTICIPATED TO CONSIST OF
REMOVAL AND REPLACEMENT OF THE ELEVATED / ON-GRADE UPPER
SIDEWALK AND OVERLOOKS BETWEEN PINE AVENUE AND MAPLE
AVENUE, THE SYCAMORE AVENUE STAIRWAY, THE MAPLE AVENUE
STAIRWAY, AND ADJACENT SIDEWALKS AND RAILING. PHASE 2 MAY BE SPLIT INTO PHASE 2A AND 2B TO ACCOMMODATE PROCUREMENT OF
PRECAST PANELS AND MINIMIZE AREAS AFFECTED BY TRAFFIC CONTROL MEASURES ASSOCIATED WITH THE WORK.
THE CONSTRUCTION STAGING AREA IS ANTICIPATED TO BE IN THE SAME
LOCATION FOR ALL PHASES OF THE PROJECT AND REMOVED DURING THE SUMMER.
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 25 of 115
D
D D
D
D D
D
DD
D
D
D
D
D
D
6' OFFSET 6' OFFSET
6' OFFSET
6' OFFSET 1' OFFSET 1' OFFSET
CONSTRUCTION STAGING AREA PH 1 & 2
PROJECT LIMIT
PROJECT LIMIT
PROJECT LIMIT
PHASE 2 BEACH
ACCESS ROUTE
PHASE 2 BEACH
ACCESS ROUTE
PHASE 2 BEACH
ACCESS ROUTE
ALWAYS OPEN
BEACH
ACCESS ROUTE
PHASE 2 BEACH
ACCESS ROUTE
PHASE 2 BEACH
ACCESS ROUTE
ALWAYS OPEN
BEACH
ACCESS ROUTE
APPROXIMATE
COASTAL COMMISSION
JURISDICTIONAL LIMIT
APPROXIMATE
COASTAL COMMISSION
JURISDICTIONAL LIMIT
APPROXIMATE
COASTAL COMMISSION
JURISDICTIONAL LIMIT
(8,000 SF)
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 12:42 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-G07 THRU G08.dwgPlotted by: Bob Sherwood 8 95
IMPROVEMENT PLANS FOR:
PROJECT PHASING 2
CIP #3896 529-8MD
RS
CM
1 PROJECT PHASING PLAN
1" = 60'
N
G-08
0 120'60' 180' 240'
CARLSBAD BOULEVARD
PACIFIC OCEAN
CHERRY AVENUE JUNIPER AVENUE HEMLOCK AVENUE REDWOOD AVENUE
TAMARACK AVENUE
SEQUOIA AVENUE
CHINQUAPIN AVENUE
LEGEND
ENVIRONMENTAL BOUNDARY
PROJECT LIMITS
COASTAL COMMISSION JURISDICTIONAL LINE
PHASE 1 REPAIR AREA
PHASE 2A REPAIR AREA
PHASE 2B REPAIR AREA
PROTECTED BLUFF WITHIN PROJECT LIMITS
CONSTRUCTION TRAILER
PROJECT PHASING DESCRIPTION
CONSTRUCTION SHALL BE PHASED TO MAINTAIN PUBLIC ACCESS TO THE BEACH OVER THE DURATION OF THE PROJECT. NO ONSITE WORK
ALLOWED DURING THE SUMMER BETWEEN THE DAY BEFORE MEMORIAL
DAY AND THE DAY AFTER LABOR DAY UNLESS AUTHORIZED IN ADVANCE BY THE CITY. ADDITIONALLY, THE EXISTING BEACH ACCESS STAIRWAYS
AND SIDEWALK MUST REMAIN IN SERVICE AND / OR THE NEW BEACH ACCESS STAIRWAYS AND SIDEWALK COMPLETED DURING THE SUMMER.
SEE PROJECT SPECIFICATIONS FOR OTHER SPECIAL EVENT DATES TO
BE AVOIDED, CONTRACTOR TO SUBMIT PHASING PLAN PRIOR TO
CONSTRUCTION.
PHASE 1 OF THE CONSTRUCTION IS ANTICIPATED TO CONSIST OF
REMOVAL AND REPLACEMENT OF THE ON-GRADE UPPER SIDEWALK
BETWEEN MAPLE AVENUE AND CHERRY AVENUE, THE ELEVATED
CHERRY AVENUE STAIRWAY, THE ELEVATED HEMLOCK AVENUE
STAIRWAY, AND RAILING BETWEEN MAPLE AVENUE AND TAMARACK AVENUE. PHASE 1 MAY BE SPLIT INTO PHASE 1A AND 1B TO
ACCOMMODATE CONSTRUCTION OF THE INDIVIDUAL ELEVATED
STAIRWAYS TO MEET SCHEDULING REQUIREMENTS.
PHASE 2 OF THE CONSTRUCTION IS ANTICIPATED TO CONSIST OF
REMOVAL AND REPLACEMENT OF THE ELEVATED / ON-GRADE UPPER
SIDEWALK AND OVERLOOKS BETWEEN PINE AVENUE AND MAPLE
AVENUE, THE SYCAMORE AVENUE STAIRWAY, THE MAPLE AVENUE
STAIRWAY, AND ADJACENT SIDEWALKS AND RAILING. PHASE 2 MAY BE SPLIT INTO PHASE 2A AND 2B TO ACCOMMODATE PROCUREMENT OF
PRECAST PANELS AND MINIMIZE AREAS AFFECTED BY TRAFFIC CONTROL MEASURES ASSOCIATED WITH THE WORK.
THE CONSTRUCTION STAGING AREA IS ANTICIPATED TO BE IN THE SAME
LOCATION FOR ALL PHASES OF THE PROJECT AND REMOVED DURING THE SUMMER.
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 26 of 115
10" ACP
D
D
D
D
66+06
67+00
68+00
69+00
70+00
CARLSBAD BLVD
OCEAN STREET
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 12:57 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-C01 THRU C06 HC.dwgPlotted by: Bob Sherwood N1 HORIZONTAL CONTROL PLAN
1"=20' 0 40'20'10'
MATCHLINE STA: 70+62 - SEE C-02
9 95
IMPROVEMENT PLANS FOR:
HORIZONTAL CONTROL 1
CIP #3896 529-8MD
RS
CM
CARLSBAD BLVD CENTERLINE
& UPPER S/W CONTROL LINE
N 2001846.939
E 6224771.974
INTERSECTION OF
PINE AVE CL AND
CARLSBAD BLVD CL
C-01
LINE AND CURVE TABLE
TAG CHAINAGE NORTHING EASTING LENGTH RADIUS BEARING
N 2001497.401
E 6224893.645
TP / BP
CARLSBAD BLVD CL
C#1
L#1
C#1
TP
IP
TP
66+05.84
67+94.05
69+78.10
2001846.939
2001660.714
2001497.401
6224771.974
6224799.899
6224893.645
372.25' 1,000.00'
L#1 BP
EP
69+78.10
73+41.01
2001497.401
2001182.443
6224893.645
6225073.954 362.92' S29°47'25.84"E
STA 67+38.66, 33.05' RTBEAM SUPPORT #1
STA 67+71.94, 31.65' RTBEAM SUPPORT #2
STA 68+05.30, 30.86' RTBEAM SUPPORT #3
STA 68+38.68, 30.62' RTPRECAST SUPPORT #4
STA 68+72.07, 30.56' RTBEAM SUPPORT #5
STA 69+05.40, 30.71' RTBEAM SUPPORT #6
STA 69+38.72, 30.93' RTBEAM SUPPORT #7
STA 69+71.89, 30.63' RT
BEAM SUPPORT #8
STA 70+06.46, 30.55' RT
BEAM SUPPORT #9
STA 70+40.99, 30.44' RTBEAM SUPPORT #10
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 27 of 115
10" ACP
D
D
D
D
10" ACP
10" ACP
71+00 72+00 73+00 74+00 75+00 76+00 77+00
CARLSBAD BLVD.
WALNUT AVE. SYCAMORE AVE. CHESTNUT AVE.
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 1:01 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-C01 THRU C06 HC.dwgPlotted by: Bob Sherwood 1 HORIZONTAL CONTROL PLAN
1"=20' 0 40'20'10'
MATCHLINE STA: 77+33 - SEE C-03
N
MATCHLINE STA: 70+62 - SEE C-01
10 95
IMPROVEMENT PLANS FOR:
HORIZONTAL CONTROL 2
CIP #3896 529-8MD
RS
CM
CARLSBAD BLVD CENTERLINE
& UPPER S/W CONTROL LINE
C-02
LINE AND CURVE TABLE
TAG CHAINAGE NORTHING EASTING LENGTH RADIUS BEARING
L#1 N 2001182.443
E 6225073.954
EP / BP
CARLSBAD BLVD CL
L#2
N 2000973.869
E 6225194.164
EP / BP
CARLSBAD BLVD CL
L#3
L#1 BP
EP
69+78.10
73+41.01
2001497.401
2001182.443
6224893.645
6225073.954 362.92' S29°47'25.84"E
L#2 BP
EP
73+41.01
75+81.75
2001182.443
2000973.869
6225073.954
6225194.164 240.74' S29°57'24.41"E
L#3 BP
EP
75+81.75
79+44.64 362.89' S30°22'47.72"E2000973.869
2000660.809
6225194.164
6225377.688
STA 70+75.51, 30.37' RTBEAM SUPPORT #11
STA 71+09.93, 30.35' RTBEAM SUPPORT #12
STA 71+44.39, 30.25' RTBEAM SUPPORT #13
STA 71+78.88, 30.12' RTBEAM SUPPORT #14
STA 72+13.40, 29.98' RTBEAM SUPPORT #15
STA 72+47.89, 29.82' RTBEAM SUPPORT #16
STA 72+82.44, 29.72' RTBEAM SUPPORT #17
STA 73+16.93, 29.58' RTBEAM SUPPORT #18
STA 73+51.19, 29.58' RTBEAM SUPPORT #19
STA 74+34.24, 29.64' RTBEAM SUPPORT #20 STA 74+68.75, 29.75' RTBEAM SUPPORT #21 STA 75+03.00, 29.85' RTBEAM SUPPORT #22 STA 75+37.50, 29.98' RTBEAM SUPPORT #23 STA 75+72.04, 30.14' RTBEAM SUPPORT #24 STA 76+06.29, 30.42' RTBEAM SUPPORT #25 STA 76+40.75, 30.65' RTBEAM SUPPORT #26 STA 76+75.14, 26.48' RTBEAM SUPPORT #27 STA 77+09.64, 26.17' RTBEAM SUPPORT #28 Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 28 of 115
D
D
D
D
D
D78+00 79+00 80+00 81+00
82+00
83+00
84+00
CARLSBAD BLVD.
MAPLE AVE.
ACACIA AVE.
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 1:06 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-C01 THRU C06 HC.dwgPlotted by: Bob Sherwood 1 HORIZONTAL CONTROL PLAN
1"=20' 0 40'20'10'
MATCHLINE STA: 84+03 - SEE C-04
N
MATCHLINE STA: 77+33 - SEE C-02
11 95
IMPROVEMENT PLANS FOR:
HORIZONTAL CONTROL 3
CIP #3896 529-8MD
RS
CM
CARLSBAD BLVD CENTERLINE
& UPPER S/W CONTROL LINE
C-03
LINE AND CURVE TABLE
TAG CHAINAGE NORTHING EASTING LENGTH RADIUS BEARING
L#3
N 2000660.809
E 6225377.688
EP / TP
CARLSBAD BLVD CL
C#2
L#3 BP
EP
75+81.75
79+44.64 362.89' S30°22'47.72"E2000973.869
2000660.809
6225194.164
6225377.688
C#2
TP
IP
TP
79+44.64
81.78.37 84+12.02
2000660.809
2000461.421
2000267.949
6225377.688
6225499.645
6225630.785
467.38' 10,000.00'
STA 77+44.17, 29.86' RTBEAM SUPPORT #29 STA 77+78.60, 29.17' RTBEAM SUPPORT #30 STA 78+13.08, 28.05' RTBEAM SUPPORT #31 Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 29 of 115
D
D D
D
D
D
D
D
D
84+00
85+00 86+00 87+00 88+00 89+00 90+00
CARLSBAD BLVD.
CHERRY AVE.
JUNIPER AVE.
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 1:07 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-C01 THRU C06 HC.dwgPlotted by: Bob Sherwood 1 HORIZONTAL CONTROL PLAN
1"=20' 0 40'20'10'
N
MATCHLINE STA: 84+03 - SEE C-03
12 95
IMPROVEMENT PLANS FOR:
HORIZONTAL CONTROL 4
CIP #3896 529-8MD
RS
CM
MATCHLINE STA: 90+73 - SEE C-05
CARLSBAD BLVD CENTERLINE
& UPPER S/W CONTROL LINE
C-04
LINE AND CURVE TABLE
TAG CHAINAGE NORTHING EASTING LENGTH RADIUS BEARING
L#4C#2
N 2000075.694
E 6225752.505
EP / BP
CARLSBAD BLVD CL
N 2000267.949
E 6225630.785
TP / BP
CARLSBAD BLVD CL N 2000202.608
E 6225673.747
EP / BP
CARLSBAD BLVD CL
L#5
N 1999787.369
E 6225931.429
EP / BP
CARLSBAD BLVD CL
L#6
L#7
L#4 BP
EP
84+12.02
84+90.21 78.19' S33°19'30.91"E2000267.949
2000202.608
6225630.785
6225673.747
C#2
TP
IP
TP
79+44.64
81.78.37 84+12.02
2000660.809
2000461.421
2000267.949
6225377.688
6225499.645
6225630.785
467.38' 10,000.00'
L#5 BP
EP
84+90.21
86+39.57 149.36' S31°49'19.81"E2000202.608
2000075.694
6225673.747
6225752.505
L#6 BP
EP
L#7 BP
EP
86+39.57
89+78.90 339.33' S31°49'20.06"E2000075.694
1999787.369
6225752.505
6225931.429
89+78.90
94+51.48 472.58' S31°49'59.73"E1999787.369
1999385.872
6225931.429
6226180.691
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 30 of 115
D
D91+00 92+00 93+00 94+00 95+00
96+00
97+00
CARLSBAD BLVD.
HEMLOCK AVE.
REDWOOD AVE.
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 1:08 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-C01 THRU C06 HC.dwgPlotted by: Bob Sherwood 1 HORIZONTAL CONTROL PLAN
1"=20' 0 40'20'10'
N
MATCHLINE STA: 90+73 - SEE C-04
13 95
IMPROVEMENT PLANS FOR:
HORIZONTAL CONTROL 5
CIP #3896 529-8MD
RS
CM
MATCHLINE STA: 97+43 - SEE C-06
CARLSBAD BLVD CENTERLINE
& UPPER S/W CONTROL LINE
C-05
LINE AND CURVE TABLE
TAG CHAINAGE NORTHING EASTING LENGTH RADIUS BEARING
L#7
C#3
L#7 BP
EP
89+78.90
94+51.48 472.58' S31°49'59.73"E1999787.369
1999385.872
6225931.429
6226180.691
C#3
TP
IP
TP
8,000.00'
94+51.48
97+25.92
100+00.00
548.52'
1999385.872
1999152.710
1998930.143
6226180.691
6226325.444
6226485.754
N 1999385.872
E 6226180.691
EP / TP
CARLSBAD BLVD CL
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 31 of 115
D
D
DD
98+00
99+00
100+00
101+00
102+00
103+00
104+00
CARLSBAD BLVD.
TAMARACK AVE.
SEQUOIA AVE.
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 1:08 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-C01 THRU C06 HC.dwgPlotted by: Bob Sherwood 1 HORIZONTAL CONTROL PLAN
1"=20' 0 40'20'10'
N
MATCHLINE STA: 97+43 - SEE C-05
14 95
IMPROVEMENT PLANS FOR:
HORIZONTAL CONTROL 6
CIP #3896 529-8MD
RS
CM
CARLSBAD BLVD CENTERLINE
& UPPER S/W CONTROL LINE
C-06
LINE AND CURVE TABLE
TAG CHAINAGE NORTHING EASTING LENGTH RADIUS BEARING
C#3
TP
IP
TP
8,000.00'
94+51.48
97+25.92
100+00.00
548.52'
1999385.872
1999152.710
1998930.143
6226180.691
6226325.444
6226485.754
C#3
N 1998930.143
E 6226485.754
TP
CARLSBAD BLVD CL
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 32 of 115
10" ACP
D
D
D
D
CARLSBAD BLVD.
66+06
67+00
68+00
69+00
70+00
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 2:30 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-C07 THRU C12 DEMO.dwgPlotted by: Bob Sherwood N1 DEMOLITION PLAN
1"=20' 0 40'20'10'
MATCHLINE STA: 70+62 - SEE C-08
15 95
IMPROVEMENT PLANS FOR:
DEMOLITION PLAN 1
CIP #3896 529-8MB
RS
--
LEGEND
DEMOLITION NOTES
4 4
12 STREETLIGHT
STREETLIGHT
BEGIN REMOVAL3
REMOVE CONCRETE SIDEWALK ON GRADE
REMOVE RAILING
REMOVE ELEVATED CONCRETE SIDEWALK AND DOUBLE TEE BEAMS
REMOVE ELEVATED CONCRETE PLATFORMS AND METAL STAIRWAYS
C-07
BEGIN REMOVAL3
END REMOVAL 3
3 BENCHES, BIKE RACKS,
SIGNS & TRASH CANS
TRASH CAN 9
BENCHES &
BIKE RACKS
99 99 CURB & GUTTER
7 4'-3" WIDE
SIGNS
TRASH CAN99
TRASH CAN
TRASH CAN9
99 3
12 10
8 10
4 1
3 4
9 3 1
DEDICATION SIGN99
99 PHASE 1A DEMOLITION
TRANSFORMER
99 PUMP STATION
99 RESTROOM99
CATCH BASIN99
SIGN 99
CURB RAMP 99
SAWCUT
SAWCUT FROM BOC
BEGIN S/W REMOVAL
BEGIN MBGR REMOVAL
STA 66+73.11, 32.41' RT
7 4
SAWCUT FROM BOC
8" DEEP S/W REMOVAL
STA 67+35.44, 33.24' RT
BEGIN ELEVATED
SIDEWALK REMOVAL
STA 67+37.92, 33.12' RT
1 8
8 8
8 8 8 8 8
8 SEWER LINE
99 1. REMOVE ELEVATED UPPER SIDEWALK AND DOUBLE TEE BEAMS
2. REMOVE ELEVATED UPPER SIDEWALK OVERLOOK
3. REMOVE UPPER SIDEWALK ALUMINUM RAILING AND FILL MOUNTING HOLES ON SIDEWALK TO REMAIN WITH NON-SHRINK GROUT.
4. REMOVE UPPER SIDEWALK ON GRADE
5. REMOVE CONCRETE LANDING PLATFORM AND RAILING, SEE SHEET S-06
6. REMOVE LANDING PLATFORM METAL STAIRWAY
7. REMOVE METAL BEAM GUARDRAIL AND ASSOCIATED TIMBER POST
8. CHIP OUT INVERTED TEE BEAM CONCRETE TO REMOVE EXISTING ELEVATED WALKWAY, SEE SHEET S-17
9. TEMPORARILY REMOVE AND STORE BIKE RACK, TRASH CANS AND BENCHES
10. TEMPORARILY REMOVE AND STORE DOG WASTE BAG DISPENSER
11. TEMPORARILY REMOVE AND STORE SIGN
12. REPLACE STREETLIGHT AND PULL BOX, SEE ELECTRICAL SHEETS
13. REPLACE CURB RAMP WITH NEW ADA CURB RAMP PER SDCRSD G-28
99. PROTECT IN PLACE
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 33 of 115
10" ACP
D
D
D
D
10" ACP
10" ACP
CARLSBAD BLVD.
WALNUT AVE.
SYCAMORE AVE. CHESTNUT AVE.
71+00 72+00 73+00 74+00 75+00 76+00 77+00
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 2:31 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-C07 THRU C12 DEMO.dwgPlotted by: Bob Sherwood 1 DEMOLITION PLAN
1"=20' 0 40'20'10'
MATCHLINE STA: 77+33 - SEE C-09
N
MATCHLINE STA: 70+62 - SEE C-07
16 95
IMPROVEMENT PLANS FOR:
DEMOLITION PLAN 2
CIP #3896 529-8MB
RS
--
LEGEND
DEMOLITION NOTES
BEGIN REMOVAL3END REMOVAL
4 12 STREETLIGHT
12STREETLIGHT
12STREETLIGHT
REMOVE CONCRETE SIDEWALK ON GRADE
REMOVE RAILING
REMOVE ELEVATED CONCRETE SIDEWALK AND DOUBLE TEE BEAMS
REMOVE ELEVATED CONCRETE PLATFORMS AND METAL STAIRWAYS
4 C-08
4 499
4 CURB & GUTTER
11CROSSING SIGNS
7 7
7 RECEPTACLES99
LIFEGUARD
TOWER99
8 2
8 8 8
3 9
8 6 6
5 5
3 9
8 8 8
888
5 6
1 38
2 8
8 8 8 8
3 1
3 1
9 PHASE 1A DEMOLITION
CATCH BASIN99
99STREETLIGHT
99STREETLIGHT
PHASE 1B DEMOLITION
99CROSSING SIGNAL
EQUIP AND RRFB
99CURB RAMP
END ELEVATED
SIDEWALK REMOVAL
STA 73+53.15, 29.47' RT
1 8
BEGIN ELEVATED
SIDEWALK REMOVAL
STA 74+34.24, 29.64' RT
1 1
PARKWAY DRAIN99
1. REMOVE ELEVATED UPPER SIDEWALK AND DOUBLE TEE BEAMS
2. REMOVE ELEVATED UPPER SIDEWALK OVERLOOK
3. REMOVE UPPER SIDEWALK ALUMINUM RAILING AND FILL MOUNTING HOLES ON SIDEWALK TO REMAIN WITH NON-SHRINK GROUT.
4. REMOVE UPPER SIDEWALK ON GRADE
5. REMOVE CONCRETE LANDING PLATFORM AND RAILING, SEE SHEET S-06
6. REMOVE LANDING PLATFORM METAL STAIRWAY
7. REMOVE METAL BEAM GUARDRAIL AND ASSOCIATED TIMBER POST
8. CHIP OUT INVERTED TEE BEAM CONCRETE TO REMOVE EXISTING ELEVATED WALKWAY, SEE SHEET S-17
9. TEMPORARILY REMOVE AND STORE BIKE RACK, TRASH CANS AND BENCHES
10. TEMPORARILY REMOVE AND STORE DOG WASTE BAG DISPENSER
11. TEMPORARILY REMOVE AND STORE SIGN
12. REPLACE STREETLIGHT AND PULL BOX, SEE ELECTRICAL SHEETS
13. REPLACE CURB RAMP WITH NEW ADA CURB RAMP PER SDCRSD G-28
99. PROTECT IN PLACE
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 34 of 115
D
D
D
D
D
D
CARLSBAD BLVD.
MAPLE AVE.
ACACIA AVE.
78+00 79+00 80+00 81+00
82+00
83+00
84+00
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 2:34 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-C07 THRU C12 DEMO.dwgPlotted by: Bob Sherwood 1 DEMOLITION PLAN
1"=20' 0 40'20'10'
MATCHLINE STA: 84+03 - SEE C-10
N
MATCHLINE STA: 77+33 - SEE C-08
17 95
IMPROVEMENT PLANS FOR:
DEMOLITION PLAN 3
CIP #3896 529-8MB
RS
--
LEGEND
DEMOLITION NOTES
END REMOVAL
7 REMOVE CONCRETE SIDEWALK ON GRADE
REMOVE RAILING
REMOVE ELEVATED CONCRETE SIDEWALK AND DOUBLE TEE BEAMS
REMOVE ELEVATED CONCRETE PLATFORMS AND METAL STAIRWAYS
12STREETLIGHT
12STREETLIGHT
BEGIN REMOVAL
3 4
4 499
C-09
4 4
11CROSSING SIGN 7
9 RECEPTACLES99
8 3
33 5
6 6
5 13
9 8
8 10
5 PHASE 1B DEMOLITION PHASE 2 DEMOLITION
CATCH BASIN99
99CROSSING SIGNAL
EQUIP AND RRFB
CURB RAMP13
STREETLIGHT99
STREETLIGHT99
3 3
END ELEVATED
SIDEWALK REMOVAL
STA 78+14.90, 28.00' RT
1 1. REMOVE ELEVATED UPPER SIDEWALK AND DOUBLE TEE BEAMS
2. REMOVE ELEVATED UPPER SIDEWALK OVERLOOK
3. REMOVE UPPER SIDEWALK ALUMINUM RAILING AND FILL MOUNTING HOLES ON SIDEWALK TO REMAIN WITH NON-SHRINK GROUT.
4. REMOVE UPPER SIDEWALK ON GRADE
5. REMOVE CONCRETE LANDING PLATFORM AND RAILING, SEE SHEET S-06
6. REMOVE LANDING PLATFORM METAL STAIRWAY
7. REMOVE METAL BEAM GUARDRAIL AND ASSOCIATED TIMBER POST
8. CHIP OUT INVERTED TEE BEAM CONCRETE TO REMOVE EXISTING ELEVATED WALKWAY, SEE SHEET S-17
9. TEMPORARILY REMOVE AND STORE BIKE RACK, TRASH CANS AND BENCHES
10. TEMPORARILY REMOVE AND STORE DOG WASTE BAG DISPENSER
11. TEMPORARILY REMOVE AND STORE SIGN
12. REPLACE STREETLIGHT AND PULL BOX, SEE ELECTRICAL SHEETS
13. REPLACE CURB RAMP WITH NEW ADA CURB RAMP PER SDCRSD G-28
99. PROTECT IN PLACE
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 35 of 115
D
D D
D
D
D
D
D
D
CARLSBAD BLVD.
CHERRY AVE.
JUNIPER AVE.
84+00
85+00 86+00 87+00 88+00 89+00 90+00
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 2:34 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-C07 THRU C12 DEMO.dwgPlotted by: Bob Sherwood 1 DEMOLITION PLAN
1"=20' 0 40'20'10'
MATCHLINE STA: 90+73 - SEE C-11
N
MATCHLINE STA: 84+03 - SEE C-09
18 95
IMPROVEMENT PLANS FOR:
DEMOLITION PLAN 4
CIP #3896 529-8MB
RS
--
LEGEND
DEMOLITION NOTES
5 6
REMOVE CONCRETE SIDEWALK ON GRADE
REMOVE RAILING
REMOVE ELEVATED CONCRETE SIDEWALK AND DOUBLE TEE BEAMS
REMOVE ELEVATED CONCRETE PLATFORMS AND METAL STAIRWAYS
12 STREETLIGHT
12 STREETLIGHTCJ
END REMOVAL
BEGIN REMOVAL
C-10
12STREETLIGHT
CROSSING SIGN
3 3
DROP INLET
DOG WASTE
BAG DISPENSER
99 ELECT TRANSFORMER
RECEPTACLES99
LIFEGUARD
TOWER99
6 5
4 3
3 36
4 99
9 WATER SERVICE
APPURTENANCES99
PHASE 2 DEMOLITION
99 STREETLIGHT
99 STREETLIGHT
99 4 7
END MBGR AND
SIDEWALK REMOVAL
TO EXISTING CJ
STA 86+11.25, 29.82' RT
99 IRRIGATION LINES
AND CONDUIT 99
99 BACKFLOW PREVENTER
REMOVE EXIST SD DROP
INLET AND PIPING TO CB
99 CROSSING SIGNAL
EQUIP AND RRFB
1. REMOVE ELEVATED UPPER SIDEWALK AND DOUBLE TEE BEAMS
2. REMOVE ELEVATED UPPER SIDEWALK OVERLOOK
3. REMOVE UPPER SIDEWALK ALUMINUM RAILING AND FILL MOUNTING HOLES ON SIDEWALK TO REMAIN WITH NON-SHRINK GROUT.
4. REMOVE UPPER SIDEWALK ON GRADE
5. REMOVE CONCRETE LANDING PLATFORM AND RAILING, SEE SHEET S-06
6. REMOVE LANDING PLATFORM METAL STAIRWAY
7. REMOVE METAL BEAM GUARDRAIL AND ASSOCIATED TIMBER POST
8. CHIP OUT INVERTED TEE BEAM CONCRETE TO REMOVE EXISTING ELEVATED WALKWAY, SEE SHEET S-17
9. TEMPORARILY REMOVE AND STORE BIKE RACK, TRASH CANS AND BENCHES
10. TEMPORARILY REMOVE AND STORE DOG WASTE BAG DISPENSER
11. TEMPORARILY REMOVE AND STORE SIGN
12. REPLACE STREETLIGHT AND PULL BOX, SEE ELECTRICAL SHEETS
13. REPLACE CURB RAMP WITH NEW ADA CURB RAMP PER SDCRSD G-28
99. PROTECT IN PLACE
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 36 of 115
D
D
CARLSBAD BLVD.
HEMLOCK AVE.
REDWOOD AVE.
91+00 92+00 93+00 94+00 95+00
96+00
97+00
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 2:35 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-C07 THRU C12 DEMO.dwgPlotted by: Bob Sherwood 1 DEMOLITION PLAN
1"=20' 0 40'20'10'
MATCHLINE STA: 97+43 - SEE C-12
N
MATCHLINE STA: 90+73 - SEE C-10
19 95
IMPROVEMENT PLANS FOR:
DEMOLITION PLAN 5
CIP #3896 529-8MB
RS
--
DEMOLITION NOTES
LEGEND
REMOVE CONCRETE SIDEWALK ON GRADE
REMOVE RAILING
REMOVE ELEVATED CONCRETE SIDEWALK AND DOUBLE TEE BEAMS
REMOVE ELEVATED CONCRETE PLATFORMS AND METAL STAIRWAYS
C-11
BEGIN REMOVAL3END REMOVAL
12 STREETLIGHT
12 STREETLIGHT
12STREETLIGHT
33 RECEPTACLES
9 5
5 6
6 6
5 99
3 WATER VALVE99
12STREETLIGHT
PHASE 2 DEMOLITION
DROP INLET99
99STREETLIGHT
99STREETLIGHT
END REMOVAL 3
99CROSSING SIGNAL
EQUIP AND RRFB
1. REMOVE ELEVATED UPPER SIDEWALK AND DOUBLE TEE BEAMS
2. REMOVE ELEVATED UPPER SIDEWALK OVERLOOK
3. REMOVE UPPER SIDEWALK ALUMINUM RAILING AND FILL MOUNTING HOLES ON SIDEWALK TO REMAIN WITH NON-SHRINK GROUT.
4. REMOVE UPPER SIDEWALK ON GRADE
5. REMOVE CONCRETE LANDING PLATFORM AND RAILING, SEE SHEET S-06
6. REMOVE LANDING PLATFORM METAL STAIRWAY
7. REMOVE METAL BEAM GUARDRAIL AND ASSOCIATED TIMBER POST
8. CHIP OUT INVERTED TEE BEAM CONCRETE TO REMOVE EXISTING ELEVATED WALKWAY, SEE SHEET S-17
9. TEMPORARILY REMOVE AND STORE BIKE RACK, TRASH CANS AND BENCHES
10. TEMPORARILY REMOVE AND STORE DOG WASTE BAG DISPENSER
11. TEMPORARILY REMOVE AND STORE SIGN
12. REPLACE STREETLIGHT AND PULL BOX, SEE ELECTRICAL SHEETS
13. REPLACE CURB RAMP WITH NEW ADA CURB RAMP PER SDCRSD G-28
99. PROTECT IN PLACE
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 37 of 115
D
D
DD
CARLSBAD BLVD.
TAMARACK AVE.
SEQUOIA AVE.
98+00
99+00
100+00
101+00
102+00
103+00
104+00
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 2:36 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-C07 THRU C12 DEMO.dwgPlotted by: Bob Sherwood 1 DEMOLITION PLAN
1"=20' 0 40'20'10'
N
MATCHLINE STA: 97+43 - SEE C-11
20 95
IMPROVEMENT PLANS FOR:
DEMOLITION PLAN 6
CIP #3896 529-8MB
RS
XX
LEGEND
DEMOLITION NOTES
REMOVE CONCRETE SIDEWALK ON GRADE
REMOVE RAILING
REMOVE ELEVATED CONCRETE SIDEWALK AND DOUBLE TEE BEAMS
REMOVE ELEVATED CONCRETE PLATFORMS AND METAL STAIRWAYS
C-12
99 STREETLIGHT
99 CURB & DRINK
FOUNTAIN
RECEPTACLES99
LIFEGUARD
TOWER99
99 99 STREETLIGHT
99STREETLIGHT
99STREETLIGHT
IRRIGATION LINES
AND CONDUIT99
PIP RESTROOM, CMU
WALLS AND COLUMNS99
1. FOR PROTECTION OF RESTROOM AT TAMARACK AVENUE SEE SPECIFICATION SECTION 01 35 91 HISTORIC TREATMENT PROCEDURES.
2. DEMOLITION ADJACENT TO RESTROOM SHOULD BE COORDINATED WITH THE CITY AND STATE PARKS TO ENSURE A CULTURAL/HISTORIC MONITOR IS PRESENT.
STAIRWAY
1. REMOVE ELEVATED UPPER SIDEWALK AND DOUBLE TEE BEAMS
2. REMOVE ELEVATED UPPER SIDEWALK OVERLOOK
3. REMOVE UPPER SIDEWALK ALUMINUM RAILING AND FILL MOUNTING HOLES ON SIDEWALK TO REMAIN WITH NON-SHRINK GROUT.
4. REMOVE UPPER SIDEWALK ON GRADE
5. REMOVE CONCRETE LANDING PLATFORM AND RAILING, SEE SHEET S-06
6. REMOVE LANDING PLATFORM METAL STAIRWAY
7. REMOVE METAL BEAM GUARDRAIL AND ASSOCIATED TIMBER POST
8. CHIP OUT INVERTED TEE BEAM CONCRETE TO REMOVE EXISTING ELEVATED WALKWAY, SEE SHEET S-17
9. TEMPORARILY REMOVE AND STORE BIKE RACK, TRASH CANS AND BENCHES
10. TEMPORARILY REMOVE AND STORE DOG WASTE BAG DISPENSER
11. TEMPORARILY REMOVE AND STORE SIGN
12. REPLACE STREETLIGHT AND PULL BOX, SEE ELECTRICAL SHEETS
13. REPLACE CURB RAMP WITH NEW ADA CURB RAMP PER SDCRSD G-28
99. PROTECT IN PLACE
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 38 of 115
10" ACP
D
D
D
D
CARLSBAD BLVD
OCEAN STREET
67+38.53 CL
67+71.91 CL
68+05.32 CL
68+38.71 CL
68+72.11 CL
69+05.47 CL
69+38.78 CL 69+72.10 CL 70+06.45 CL 70+40.94 CL
APPROXIMATE
COASTAL COMMISSION
JURISDICTIONAL LIMIT
APPROXIMATE
COASTAL COMMISSION
JURISDICTIONAL LIMIT
66+06
67+00
68+00
69+00
70+00
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 2:37 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-C13 THRU C18 SP.dwgPlotted by: Bob Sherwood N1 SITE CONSTRUCTION PLAN
1"=20' 0 40'20'10'
MATCHLINE STA: 70+62 - SEE C-14
21 95
IMPROVEMENT PLANS FOR:
SITE CONSTRUCTION PLAN 1
CIP #3896 529-8MD
RS
CM
SHEET KEYNOTES
CARLSBAD BLVD CENTERLINE
& UPPER S/W CONTROL LINE
PROJECT LIMITS
PROJECT LIMITS
C-13
FOR ENLARGED TYPICAL
CONC PRECAST DOUBLE
TEE SIDEWALK SECTION
SEE
PRECAST
SECTION
1 2
3 4
5 6 7 8 9 10
STREETLIGHT
BEGIN INSTALL
END INSTALL
BEGIN
66+73.00
MATCH EXIST
3'-10" WIDE
TYP
3 3
3 BEGIN INSTALL3
RAILING TRANSITION
3 43
8 41
41 41
41 41
41 41
PRECAST
SECTION PRECAST
SECTION PRECAST
SECTION PRECAST
SECTION PRECAST
SECTION PRECAST
SECTION41PRECAST
SECTION 41PRECAST
SECTION 41PRECAST
SECTION
16 8
81 BEGIN
STREETLIGHT10
8 ANGLE
POINT
3ANGLE
POINT
3 PROJECT LIMITS
PROJECT LIMITS
PROJECT LIMITS
PROJECT LIMITS
PROJECT LIMITS
TRASH CAN15
TRASH CAN 15
1 S-16
CLR WIDTH
APPROX 20'
CLR WIDTHAPPROX 10'
LEGEND
14 14
14 14
14 14
14 14 14 14
ENVIRONMENTAL BOUNDARY
PROJECT LIMITS
COASTAL COMMISSION JURISDICTIONAL LINE
CULTURAL / HISTORICAL BOUNDARY
CONCRETE REPAIR / REPLACEMENT
NEW LITHOCRETE SURFACE
SIDEWALK WEIGHT LIMIT SIGN
(24"x24")
10 1. RECONSTRUCT ELEVATED UPPER SIDEWALK ON DOUBLE TEE BEAMS, SEE SHEET S-17
2. RECONSTRUCT ELEVATED UPPER SIDEWALK OVERLOOK, SEE SHEET S-18
3. INSTALL UPPER SIDEWALK SURFACE-MOUNTED RAILING, SEE SHEET S-09
4. INSTALL UPPER SIDEWALK SIDE-MOUNTED RAILING, SEE SHEET S-09
5. RECONSTRUCT ELEVATED CONCRETE LANDING PLATFORM, SEE SHEET S-07
6. INSTALL LANDING PLATFORM RAILING, SEE SHEET S-09
7. INSTALL ELEVATED LANDING PLATFORM STAIRWAY, SEE SHEET S-08
8. RECONSTRUCT CONCRETE UPPER SIDEWALK ON GRADE, SEE SHEET S-19
9. WIDEN UPPER SIDEWALK ON GRADE, SEE SHEET S-19
10. INSTALL NEW DOUBLE ARM STREETLIGHT, PULL BOX AND WIRING, SEE ELECTRICAL SHEETS
11. CONSTRUCT NEW UPPER SIDEWALK FOUNDATION FASCIA, SEE SHEET S-05
12. CONSTRUCT NEW CONCRETE L-WALL EXTENSION AND PAVEMENT, SEE SHEET S-15
13. CONSTRUCT NEW STORM WATER BIO-FILTRATION BASIN, SEE SHEET C-23
14. RECONSTRUCT UPPER SIDEWALK BEAM SUPPORT, SEE SHEET S-10
15. REINSTALL BIKE RACK, TRASH CANS, AND BENCHES
16. INSTALL SIDEWALK WEIGHT LIMIT SIGN ON STREETLIGHT POLE, SEE LEGEND FOR SIZE AND WORDING.
17. REPLACE CURB RAMP WITH NEW ADA CURB RAMP PER SDCRSD G-28
99. PROTECT IN PLACE
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 39 of 115
10" ACP
D
D
D
D
10" ACP
10" ACP
CARLSBAD BLVD.
WALNUT AVE. SYCAMORE AVE. CHESTNUT AVE.
APPROXIMATE
COASTAL COMMISSION
JURISDICTIONAL LIMIT
APPROXIMATE
COASTAL COMMISSION
JURISDICTIONAL LIMIT
71+00 72+00 73+00 74+00 75+00 76+00 77+00
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 2:38 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-C13 THRU C18 SP.dwgPlotted by: Bob Sherwood 1 SITE CONSTRUCTION PLAN
1"=20' 0 40'20'10'
MATCHLINE STA: 77+33 - SEE C-15
N
MATCHLINE STA: 70+62 - SEE C-13
22 95
IMPROVEMENT PLANS FOR:
SITE CONSTRUCTION PLAN 2
CIP #3896 529-8MD
RS
CM
SHEET KEYNOTES
CARLSBAD BLVD CENTERLINE
& UPPER S/W CONTROL LINE
L = 14 LF
5 6
7 7
5 6
5 6
7 12
PROJECT LIMITS
PROJECT LIMITS
C-14
FOR ENLARGED TYPICAL
CONC. DOUBLE TEE
PLATFORM AREA SEE
FOR ENLARGED TYPICAL
CONC. DOUBLE TEE
PLATFORM AREA SEE
FOR ENLARGED TYPICAL
CONCRETE ON GRADE
SIDEWALK SECTION SEE
12 1918
11 20 21 22 23 24
25 FOR ENLARGED TYPICAL
CONC PRECAST DOUBLE
TEE SIDEWALK SECTION
SEE
4PRECAST
SECTION
4PRECAST
SECTION
4PRECAST
SECTION
4PRECAST
SECTION
4PRECAST
SECTION 4PRECAST
SECTION
4PRECAST
SECTION 4PRECAST
SECTION 4PRECAST
SECTION 4PRECAST
SECTION 4PRECAST
SECTION 4PRECAST
SECTION 4PRECAST
SECTION 4PRECAST
SECTION
4PRECAST
SECTION
STREETLIGHT10 STREETLIGHT 10
4PRECAST
SECTION
70+75.45 CL 71+09.95 CL 71+44.45 CL 71+78.94 CL 72+13.44 CL 72+47.94 CL 72+82.44 CL 73+16.95 CL 73+51.43 CL 74+34.25 CL 74+68.76 CL 75+03.00 CL 75+37.50 CL 75+72.04 CL 76+06.28 CL 76+40.75 CL 76+75.19 CL 77+09.69 CL 8 8
8 8
8 94
END4 BEGIN4
15 15
99 LIFEGUARD
TOWER
15 1
S-16
1 S-18
1 S-17
1 S-17
99 PROJECT LIMITS
CURB RAMP99
16 13 14
15 1
2 1 1
1 1
17 1 1 1 1 1 1 1 1
26 1
2 LEGEND
1414141414
14 14 14 14 14 14 14 14 14 14 14 14 14
ENVIRONMENTAL BOUNDARY
PROJECT LIMITS
COASTAL COMMISSION JURISDICTIONAL LINE
CULTURAL / HISTORICAL BOUNDARY
CONCRETE REPAIR / REPLACEMENT
NEW LITHOCRETE SURFACE
SIDEWALK WEIGHT LIMIT SIGN
(24"x24")
STREETLIGHT1610
1. RECONSTRUCT ELEVATED UPPER SIDEWALK ON DOUBLE TEE BEAMS, SEE SHEET S-17
2. RECONSTRUCT ELEVATED UPPER SIDEWALK OVERLOOK, SEE SHEET S-18
3. INSTALL UPPER SIDEWALK SURFACE-MOUNTED RAILING, SEE SHEET S-09
4. INSTALL UPPER SIDEWALK SIDE-MOUNTED RAILING, SEE SHEET S-09
5. RECONSTRUCT ELEVATED CONCRETE LANDING PLATFORM, SEE SHEET S-07
6. INSTALL LANDING PLATFORM RAILING, SEE SHEET S-09
7. INSTALL ELEVATED LANDING PLATFORM STAIRWAY, SEE SHEET S-08
8. RECONSTRUCT CONCRETE UPPER SIDEWALK ON GRADE, SEE SHEET S-19
9. WIDEN UPPER SIDEWALK ON GRADE, SEE SHEET S-19
10. INSTALL NEW DOUBLE ARM STREETLIGHT, PULL BOX AND WIRING, SEE ELECTRICAL SHEETS
11. CONSTRUCT NEW UPPER SIDEWALK FOUNDATION FASCIA, SEE SHEET S-05
12. CONSTRUCT NEW CONCRETE L-WALL EXTENSION AND PAVEMENT, SEE SHEET S-15
13. CONSTRUCT NEW STORM WATER BIO-FILTRATION BASIN, SEE SHEET C-23
14. RECONSTRUCT UPPER SIDEWALK BEAM SUPPORT, SEE SHEET S-10
15. REINSTALL BIKE RACK, TRASH CANS, AND BENCHES
16. INSTALL SIDEWALK WEIGHT LIMIT SIGN ON STREETLIGHT POLE, SEE LEGEND FOR SIZE AND WORDING.
17. REPLACE CURB RAMP WITH NEW ADA CURB RAMP PER SDCRSD G-28
99. PROTECT IN PLACE
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 40 of 115
D
D
D
D
D
D
CARLSBAD BLVD.
MAPLE AVE.
ACACIA AVE.
APPROXIMATE
COASTAL COMMISSION
JURISDICTIONAL LIMIT
APPROXIMATE
COASTAL COMMISSION
JURISDICTIONAL LIMIT
78+00 79+00 80+00 81+00
82+00
83+00
84+00
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 2:39 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-C13 THRU C18 SP.dwgPlotted by: Bob Sherwood 1 SITE CONSTRUCTION PLAN
1"=20' 0 40'20'10'
MATCHLINE STA: 84+03 - SEE C-16
N
MATCHLINE STA: 77+33 - SEE C-14
23 95
IMPROVEMENT PLANS FOR:
SITE CONSTRUCTION PLAN 3
CIP #3896 529-8MD
RS
CM
SHEET KEYNOTES
L = 22 LF
CARLSBAD BLVD CENTERLINE
& UPPER S/W CONTROL LINE
5 6
76 7
5 12
7 PROJECT LIMITS
PROJECT LIMITS
C-15
FOR ENLARGED TYPICAL
CONC PRECAST DOUBLE
TEE SIDEWALK SECTION
SEE
27 28
29 FOR ENLARGED TYPICAL
CONCRETE ON GRADE
SIDEWALK SECTION SEE
41PRECAST
SECTION
41PRECAST
SECTION
41PRECAST
SECTION
77+44.17 CL 77+78.60 CL 78+13.08 CL
STREETLIGHT10
STREETLIGHT10
8 8
8 8
FOR ENLARGED CONCRETE
OVERLOOK ON GRADE
SIDEWALK SECTION SEE
9 END 4 BEGIN3
6 5
8 3 9
3 9
3 9
3 3 9
99 15
1 S-16
1 S-18
1 S-19
15 PROJECT LIMITS
CURB RAMP17141414
LEGEND
ENVIRONMENTAL BOUNDARY
PROJECT LIMITS
COASTAL COMMISSION JURISDICTIONAL LINE
CULTURAL / HISTORICAL BOUNDARY
CONCRETE REPAIR / REPLACEMENT
NEW LITHOCRETE SURFACE
SIDEWALK WEIGHT LIMIT SIGN
(24"x24")
1. RECONSTRUCT ELEVATED UPPER SIDEWALK ON DOUBLE TEE BEAMS, SEE SHEET S-17
2. RECONSTRUCT ELEVATED UPPER SIDEWALK OVERLOOK, SEE SHEET S-18
3. INSTALL UPPER SIDEWALK SURFACE-MOUNTED RAILING, SEE SHEET S-09
4. INSTALL UPPER SIDEWALK SIDE-MOUNTED RAILING, SEE SHEET S-09
5. RECONSTRUCT ELEVATED CONCRETE LANDING PLATFORM, SEE SHEET S-07
6. INSTALL LANDING PLATFORM RAILING, SEE SHEET S-09
7. INSTALL ELEVATED LANDING PLATFORM STAIRWAY, SEE SHEET S-08
8. RECONSTRUCT CONCRETE UPPER SIDEWALK ON GRADE, SEE SHEET S-19
9. WIDEN UPPER SIDEWALK ON GRADE, SEE SHEET S-19
10. INSTALL NEW DOUBLE ARM STREETLIGHT, PULL BOX AND WIRING, SEE ELECTRICAL SHEETS
11. CONSTRUCT NEW UPPER SIDEWALK FOUNDATION FASCIA, SEE SHEET S-05
12. CONSTRUCT NEW CONCRETE L-WALL EXTENSION AND PAVEMENT, SEE SHEET S-15
13. CONSTRUCT NEW STORM WATER BIO-FILTRATION BASIN, SEE SHEET C-23
14. RECONSTRUCT UPPER SIDEWALK BEAM SUPPORT, SEE SHEET S-10
15. REINSTALL BIKE RACK, TRASH CANS, AND BENCHES
16. INSTALL SIDEWALK WEIGHT LIMIT SIGN ON STREETLIGHT POLE, SEE LEGEND FOR SIZE AND WORDING.
17. REPLACE CURB RAMP WITH NEW ADA CURB RAMP PER SDCRSD G-28
99. PROTECT IN PLACE
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 41 of 115
D
D D
D
D
D
D
D
D
CARLSBAD BLVD.
CHERRY AVE.
JUNIPER AVE.
FLOW
FLOW
FLOW
APPROXIMATE
COASTAL COMMISSION
JURISDICTIONAL LIMIT
APPROXIMATE
COASTAL COMMISSION
JURISDICTIONAL LIMIT
84+00
85+00 86+00 87+00 88+00 89+00 90+00
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 2:40 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-C13 THRU C18 SP.dwgPlotted by: Bob Sherwood 1 SITE CONSTRUCTION PLAN
1"=20' 0 40'20'10'
N
MATCHLINE STA: 84+03 - SEE C-15
24 95
IMPROVEMENT PLANS FOR:
SITE CONSTRUCTION PLAN 4
CIP #3896 529-8MD
RS
CM
MATCHLINE STA: 90+73 - SEE C-17
5 7
SHEET KEYNOTES
CARLSBAD BLVD CENTERLINE
& UPPER S/W CONTROL LINE
6 6
75 6
3 7
6 3
4 PROJECT LIMITS
PROJECT LIMITS
C-16
FOR ENLARGED TYPICAL
CONCRETE ON GRADE
SIDEWALK SECTION SEE
NEW STORM WATER CAPTURE BIOFILTRATION BASIN13
STREETLIGHT10
8 STREETLIGHT 10
8 STREETLIGHT 10
END
BEGIN
3 ANGLE
POINT
3 3
86+11.25SCORELINE
99 3 9
3 9
S-18
15 PROJECT LIMITS
TEMPORARY
CONSTRUCTION
STAGING AREA
1 99 PULLBOXES
RECONSTRUCT EJ BETWEEN
SIDEWALK AND DROP INLET
SAWCUT CURB
11BEGIN
11 END
LEGEND
ENVIRONMENTAL BOUNDARY
PROJECT LIMITS
COASTAL COMMISSION JURISDICTIONAL LINE
CULTURAL / HISTORICAL BOUNDARY
CONCRETE REPAIR / REPLACEMENT
NEW LITHOCRETE SURFACE
SIDEWALK WEIGHT LIMIT SIGN
(24"x24")
1. RECONSTRUCT ELEVATED UPPER SIDEWALK ON DOUBLE TEE BEAMS, SEE SHEET S-17
2. RECONSTRUCT ELEVATED UPPER SIDEWALK OVERLOOK, SEE SHEET S-18
3. INSTALL UPPER SIDEWALK SURFACE-MOUNTED RAILING, SEE SHEET S-09
4. INSTALL UPPER SIDEWALK SIDE-MOUNTED RAILING, SEE SHEET S-09
5. RECONSTRUCT ELEVATED CONCRETE LANDING PLATFORM, SEE SHEET S-07
6. INSTALL LANDING PLATFORM RAILING, SEE SHEET S-09
7. INSTALL ELEVATED LANDING PLATFORM STAIRWAY, SEE SHEET S-08
8. RECONSTRUCT CONCRETE UPPER SIDEWALK ON GRADE, SEE SHEET S-19
9. WIDEN UPPER SIDEWALK ON GRADE, SEE SHEET S-19
10. INSTALL NEW DOUBLE ARM STREETLIGHT, PULL BOX AND WIRING, SEE ELECTRICAL SHEETS
11. CONSTRUCT NEW UPPER SIDEWALK FOUNDATION FASCIA, SEE SHEET S-05
12. CONSTRUCT NEW CONCRETE L-WALL EXTENSION AND PAVEMENT, SEE SHEET S-15
13. CONSTRUCT NEW STORM WATER BIO-FILTRATION BASIN, SEE SHEET C-23
14. RECONSTRUCT UPPER SIDEWALK BEAM SUPPORT, SEE SHEET S-10
15. REINSTALL BIKE RACK, TRASH CANS, AND BENCHES
16. INSTALL SIDEWALK WEIGHT LIMIT SIGN ON STREETLIGHT POLE, SEE LEGEND FOR SIZE AND WORDING.
17. REPLACE CURB RAMP WITH NEW ADA CURB RAMP PER SDCRSD G-28
99. PROTECT IN PLACE
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 42 of 115
D
D
CARLSBAD BLVD.
HEMLOCK AVE.
REDWOOD AVE.
APPROXIMATE
COASTAL COMMISSION
JURISDICTIONAL LIMIT
APPROXIMATE
COASTAL COMMISSION
JURISDICTIONAL LIMIT
91+00 92+00 93+00 94+00 95+00
96+00
97+00
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 2:41 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-C13 THRU C18 SP.dwgPlotted by: Bob Sherwood 1 SITE CONSTRUCTION PLAN
1"=20' 0 40'20'10'
SHEET KEYNOTES
N
MATCHLINE STA: 90+73 - SEE C-16
25 95
IMPROVEMENT PLANS FOR:
SITE CONSTRUCTION PLAN 5
CIP #3896 529-8MD
RS
CM
MATCHLINE STA: 97+43 - SEE C-18
L = 18 LF
CARLSBAD BLVD CENTERLINE
& UPPER S/W CONTROL LINE
5 5
5 6
7 6
6 6
6 6
7 7
12 PROJECT LIMITS
C-17
STREETLIGHT10
STREETLIGHT 10
STREETLIGHT10STREETLIGHT 10
END 3
BEGIN3
3 3 3
3ANGLE
POINT
15 9999
PROJECT LIMITS
TEMPORARY
CONSTRUCTION
STAGING AREA
PROJECT LIMITS
LEGEND
ENVIRONMENTAL BOUNDARY
PROJECT LIMITS
COASTAL COMMISSION JURISDICTIONAL LINE
CULTURAL / HISTORICAL BOUNDARY
CONCRETE REPAIR / REPLACEMENT
NEW LITHOCRETE SURFACE
SIDEWALK WEIGHT LIMIT SIGN
(24"x24")
1. RECONSTRUCT ELEVATED UPPER SIDEWALK ON DOUBLE TEE BEAMS, SEE SHEET S-17
2. RECONSTRUCT ELEVATED UPPER SIDEWALK OVERLOOK, SEE SHEET S-18
3. INSTALL UPPER SIDEWALK SURFACE-MOUNTED RAILING, SEE SHEET S-09
4. INSTALL UPPER SIDEWALK SIDE-MOUNTED RAILING, SEE SHEET S-09
5. RECONSTRUCT ELEVATED CONCRETE LANDING PLATFORM, SEE SHEET S-07
6. INSTALL LANDING PLATFORM RAILING, SEE SHEET S-09
7. INSTALL ELEVATED LANDING PLATFORM STAIRWAY, SEE SHEET S-08
8. RECONSTRUCT CONCRETE UPPER SIDEWALK ON GRADE, SEE SHEET S-19
9. WIDEN UPPER SIDEWALK ON GRADE, SEE SHEET S-19
10. INSTALL NEW DOUBLE ARM STREETLIGHT, PULL BOX AND WIRING, SEE ELECTRICAL SHEETS
11. CONSTRUCT NEW UPPER SIDEWALK FOUNDATION FASCIA, SEE SHEET S-05
12. CONSTRUCT NEW CONCRETE L-WALL EXTENSION AND PAVEMENT, SEE SHEET S-15
13. CONSTRUCT NEW STORM WATER BIO-FILTRATION BASIN, SEE SHEET C-23
14. RECONSTRUCT UPPER SIDEWALK BEAM SUPPORT, SEE SHEET S-10
15. REINSTALL BIKE RACK, TRASH CANS, AND BENCHES
16. INSTALL SIDEWALK WEIGHT LIMIT SIGN ON STREETLIGHT POLE, SEE LEGEND FOR SIZE AND WORDING.
17. REPLACE CURB RAMP WITH NEW ADA CURB RAMP PER SDCRSD G-28
99. PROTECT IN PLACE
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 43 of 115
D
D
DD
CARLSBAD BLVD.
TAMARACK AVE.
SEQUOIA AVE.
APPROXIMATE
COASTAL COMMISSION
JURISDICTIONAL LIMIT
APPROXIMATE
COASTAL COMMISSION
JURISDICTIONAL LIMIT
98+00
99+00
100+00
101+00
102+00
103+00
104+00
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 2:42 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-C13 THRU C18 SP.dwgPlotted by: Bob Sherwood 1 SITE CONSTRUCTION PLAN
1"=20' 0 40'20'10'
N
MATCHLINE STA: 97+43 - SEE C-17
26 95
IMPROVEMENT PLANS FOR:
SITE CONSTRUCTION PLAN 6
CIP #3896 529-8MD
RS
CM
SHEET KEYNOTES
EJ
CARLSBAD BLVD CENTERLINE
& UPPER S/W CONTROL LINE
PROJECT LIMITS
PROJECT LIMITS
C-18
STREETLIGHT99
CURB & DRINK
FOUNTAIN99
PROJECT LIMITS
99BENCH
LEGEND
ENVIRONMENTAL BOUNDARY
PROJECT LIMITS
COASTAL COMMISSION JURISDICTIONAL LINE
CULTURAL / HISTORICAL BOUNDARY
CONCRETE REPAIR / REPLACEMENT
NEW LITHOCRETE SURFACE
SIDEWALK WEIGHT LIMIT SIGN
STREETLIGHT99
PIP RESTROOM, CMU
WALLS AND COLUMNS99
(24"x24")
1. RECONSTRUCT ELEVATED UPPER SIDEWALK ON DOUBLE TEE BEAMS, SEE SHEET S-17
2. RECONSTRUCT ELEVATED UPPER SIDEWALK OVERLOOK, SEE SHEET S-18
3. INSTALL UPPER SIDEWALK SURFACE-MOUNTED RAILING, SEE SHEET S-09
4. INSTALL UPPER SIDEWALK SIDE-MOUNTED RAILING, SEE SHEET S-09
5. RECONSTRUCT ELEVATED CONCRETE LANDING PLATFORM, SEE SHEET S-07
6. INSTALL LANDING PLATFORM RAILING, SEE SHEET S-09
7. INSTALL ELEVATED LANDING PLATFORM STAIRWAY, SEE SHEET S-08
8. RECONSTRUCT CONCRETE UPPER SIDEWALK ON GRADE, SEE SHEET S-19
9. WIDEN UPPER SIDEWALK ON GRADE, SEE SHEET S-19
10. INSTALL NEW DOUBLE ARM STREETLIGHT, PULL BOX AND WIRING, SEE ELECTRICAL SHEETS
11. CONSTRUCT NEW UPPER SIDEWALK FOUNDATION FASCIA, SEE SHEET S-05
12. CONSTRUCT NEW CONCRETE L-WALL EXTENSION AND PAVEMENT, SEE SHEET S-15
13. CONSTRUCT NEW STORM WATER BIO-FILTRATION BASIN, SEE SHEET C-23
14. RECONSTRUCT UPPER SIDEWALK BEAM SUPPORT, SEE SHEET S-10
15. REINSTALL BIKE RACK, TRASH CANS, AND BENCHES
16. INSTALL SIDEWALK WEIGHT LIMIT SIGN ON STREETLIGHT POLE, SEE LEGEND FOR SIZE AND WORDING.
17. REPLACE CURB RAMP WITH NEW ADA CURB RAMP PER SDCRSD G-28
99. PROTECT IN PLACE
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 44 of 115
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 2:52 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-C19 THRU C25 EC.dwgPlotted by: Bob Sherwood 27 95
EROSION / SEDIMENT CONTROL PLAN 1
CIP #3896 529-8NT
RS
RR
C-19
GENERAL SITE MANAGEMENT REQUIREMENTS
THE FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO THROUGHOUT THE DURATION OF THE CONSTRUCTION WORK (YEAR ROUND).
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT: ERIC ZIELKE AT TELEPHONE NO. (442) 339-2230 OR CELL PHONE NO. (442) 888-0329.
2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
3. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE.
5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
6. GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
7. ALL REMOVABLE PROTECTIVE BMP DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
8. ALL GRAVEL BAGS SHALL CONTAIN 3
4 INCH MINIMUM AGGREGATE.
9. ALL EXPOSED DISTURBED AREAS MUST HAVE EROSION PROTECTION BMPs PROPERLY INSTALLED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES.
10. ADEQUATE PERIMETER PROTECTION BMPs MUST BE INSTALLED AND MAINTAINED.
11. ADEQUATE SEDIMENT CONTROL BMPs MUST BE INSTALLED AND MAINTAINED.
12. ADEQUATE BMPs TO CONTROL OFFSITE SEDIMENT TRACKING MUST BE INSTALLED AND MAINTAINED.
13. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BMPs TO PROTECT THE
EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES, MUST BE STORED ONSITE. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMPs ARE NOT CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT.
14. THE CONTRACTOR MUST FOLLOW THE APPROVED "WEATHER TRIGGERED" ACTION PLAN AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 24 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT IS DEFINED AS A 40% CHANCE OF RAIN WITHIN A 5-DAY NATIONAL WEATHER SERVICE FORECAST). ON REQUEST, THE CONTRACTOR MUST PROVIDE PROOF OF THIS CAPACITY.
15. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COMMENCE AS SOON AS SLOPES ARE COMPLETED. THE OWNER / DEVELOPER / CONTRACTOR MAY NOT
RELY ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT HAVE BEEN COMPLETED.
16. THE AREA THAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED AT ONE TIME IS LIMITED TO
THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEQUATELY PROTECT PRIOR TO A PREDICTED RAIN EVENT. FOR LARGER SITES, GRADING SHOULD BE PHASED. IT MAY BE NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS THAT ARE NOT
COMPLETED, BUT ARE NOT ACTIVELY BEING WORKED BEFORE ADDITIONAL GRADING IS ALLOWED TO PROCEED, AT THE DISCRETION OF THE CITY INSPECTOR.
17. ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACTIVELY GRADED MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DAYS. THE ABILITY TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS NOT SUFFICIENT. BMPs NEED TO BE INSTALLED IN THESE AREAS.
18. BMPs MUST BE STOCKPILED AT VARIOUS LOCATIONS THROUGHOUT THE PROJECT SITE THROUGHOUT THE YEAR. FAILURE TO COMPLY WITH THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OF A STOP WORK NOTICE OR OTHER ENFORCEMENT ACTION.
19. ALL TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED WEEKLY AND PRIOR TO A FORECASTED RAIN EVENT OF GREATER THAN 40%, AND AFTER A RAIN EVENT. IN ADDITION, TREATMENT CONTROL BMPs MUST BE SERVICED AS NEEDED THROUGHOUT THE YEAR.
20. IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST BE REPAIRED OR IMPROVED OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE
FAILURE OF A BMP INDICATES IT WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP MEASURE IN PLACE.
21. ALL CONSTRUCTION EMPLOYEES MUST BE TRAINED ON THE IMPORTANCE OF STORM WATER POLLUTION PREVENTION AND BMP MAINTENANCE.
THE DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 24 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT IS DEFINED AS A FORECASTED, 40% CHANCE OF RAIN BY THE NATIONAL WEATHER SERVICE), IN ADDITION TO BMPs IMPLEMENTED YEAR-ROUND
INCLUDING PERIMETER CONTROL, WIND EROSION CONTROL, TRACKING, NON-STORM WATER CONTROL, WASTE MANAGEMENT, AND MATERIALS POLLUTION CONTROL.
THE NATIONAL WEATHER SERVICE FORECAST SHALL BE MONITORED AND USED BY THE OWNER / DEVELOPER / CONTRACTOR ON A DAILY BASIS. IF PRECIPITATION IS PREDICTED (40% CHANCE OF
RAIN), THEN THE NECESSARY WATER POLLUTION CONTROL PRACTICES SHALL BE DEPLOYED WITHIN 24 HOURS AND PRIOR TO THE ONSET OF THE PRECIPITATION.
THE DEPLOYMENT OF THE BMPs SHALL INCLUDE BUT NOT BE LIMITED TO GRAVEL BAGS AND SILT FENCES. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BEST
MANAGEMENT PRACTICE MEASURES TO PROTECT THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES MUST BE STORED ONSITE. AREAS THAT HAVE ALREADY BEEN
PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMPs AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF THE "WEATHER TRIGGERED ACTION PLAN". AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR DEPLOYMENT OF "WEATHER TRIGGERED BMPs".
1. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS.
2. ALL SLOPES SHALL HAVE IRRIGATION INSTALLED AND BE STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS.
3. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE
CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR.
4. THE OWNER / APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL COORDINATE THE
WORK OF THIS CONSTRUCTION SWPPP SHOWN ON ANY GRADING PLANS, LANDSCAPE AND IRRIGATION PLANS, AND IMPROVEMENT PLANS AS REQUIRED FOR THIS PROJECT WORK.
EROSION CONTROL BMPs
BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE
GRADING / SOIL DISTURBANCE
TRENCHING / EXCAVATION
STOCKPILING
DRILLING / BORING
CONCRETE / ASPHALT SAWCUTTING
CONCRETE FLATWORK
PAVING
CONDUIT / PIPE INSTALLATION
STUCCO / MORTAR WORK
WASTE DISPOSAL
STAGING / LAY DOWN AREA
EQUIPMENT MAINTENANCE AND FUELING
HAZARDOUS SUBSTANCE USE / STORAGE
DEWATERING
SITE ACCESS ACROSS DIRT
OTHER (LIST):
PRESERVATION OF
EXISTING VEGETATION
HYDROSEEDING
GEOTEXTILE & MATS
WOOD MULCHING
EARTH DIKE AND
DRAINAGE SWALES
SLOPE DRAINS
SILT FENCE
SEDIMENT TRAP
CHECK DAM
FIBER ROLLS
GRAVEL BAG BERM
SEDIMENT CONTROL BMPs
STREET SWEEPING
AND VACUUMING
SANDBAG BARRIER
STORM DRAIN INLET
PROTECTION
BEST MANAGEMENT PRACTICE *
(BMP) DESCRIPTION
CASQA DESIGNATION
CONSTRUCTION ACTIVITY
EC-4
EC-2
EC-7
EC-8
EC-9
EC-11
SE-1
SE-3
SE-4
SE-5
SE-6
SE-7
SE-8
SE-10
TRACKING
CONTROL BMPsSTABILIZED CONSTRUCTION
INGRESS / EGRESS
STABILIZED CONSTRUCTION
ROADWAY
WATER CONSERVATION
PRACTICES
TR-1
TR-2
NS-1
NON-STORM WATER
MANAGEMENT BMPs
PAVING AND GRINDING
OPERATIONSNS-3
POTABLE WATER /
IRRIGATIONNS-7
VEHICLE AND EQUIPMENT
CLEANINGNS-8
WATER MANAGEMENT AND MATERIALS
POLLUTION CONTROL BMPs
MATERIAL DELIVERY AND
STORAGEWM-1
MATERIAL USEWM-2
STOCKPILE MANAGEMENTWM-3
SPILL PREVENTION AND
CONTROLWM-4
SOLID WASTE
MANAGEMENTWM-5
HAZARDOUS WASTE
MANAGEMENTWM-6
CONCRETE WASTE
MANAGEMENTWM-8
TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) SE-1, SILT FENCE
SE-5, FIBER ROLL
SE-6, GRAVEL BAG
SE-10, STORM DRAIN INLET PROTECTION
TR-1, STABILIZED CONSTRUCTION ENTRANCE
NS-8, VEHICLE AND EQUIPMENT CLEANING
NS-9, VEHICLE AND EQUIPMENT FUELING
NS-10, VEHICLE AND EQUIPMENT MAINTENANCE
WM-1, MATERIAL DELIVERY AND STORAGE
WM-2, MATERIAL USE
WM-5, SOLID WASTE MANAGEMENT
WM-9, SANITARY / SEPTIC WASTE MANAGEMENT
PERMANENT BIO-RETENTION BASIN
NS-8
NS-9
NS-10
WM-1
WM-2
WM-5
WM-9
SYMBOLDESCRIPTION
IMPERVIOUS AREA SUMMARY - TOTAL PROJECT
REPLACED IMPERVIOUS AREA ADDED IMPERVIOUS AREA NET INCREASE
IMPERVIOUS AREA
SF AC SF AC SF AC
C-20 3,837 0.09 500 0.01 500 0.01
C-21 8,303 0.19 890 0.02 890 0.02
C-22 8,070 0.19 1,206 0.03 1,206 0.03
C-23 3,039 0.07 978 0.02 978 0.02
C-24 842 0.02 0 0 0 0.00
C-25 0 0 0 0 0 0.00
TOTAL 24,091 0.56 3,574 0.08 3,574 0.08
INTERSTATE
5 INTERSTATE
5 Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 45 of 115
10" ACP
D
D
D
D
66+06
67+00
68+00
69+00
70+00CARLSBAD BLVD
OCEAN STREET
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 2:53 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-C19 THRU C25 EC.dwgPlotted by: Bob Sherwood N
0 40'20'10'
MATCHLINE STA: 70+62 - SEE C-21
28 95
EROSION / SEDIMENT CONTROL PLAN 2
CIP #3896 529-8NT
RS
RR
BMP KEYNOTES AND LEGEND
CARLSBAD BLVD CENTERLINE
& UPPER S/W CONTROL LINE
PROJECT LIMITS
IMPERVIOUS AREA SUMMARY FOR SHEET C-20
REPLACED IMPERVIOUS AREA ADDED IMPERVIOUS AREA NET INCREASE
IMPERVIOUS AREA
SF AC SF AC SF AC
3,837 0.09 500 0.01 500 0.01
SEE SHEET C-19 FOR IMPERVIOUS AREA SUMMARY FOR THE TOTAL PROJECT
PROJECT LIMITS
PROJECT LIMITS
PROJECT LIMITS
PROJECT LIMITS
PROJECT LIMITS
PROJECT LIMITS
C-20
1. CONSTRUCT BIO-FILTRATION BASIN, SEE DETAIL 1 SHEET C-23
REPLACED IMPERVIOUS AREAS
ADDITIONAL IMPERVIOUS AREAS
RESTROOM NOT IN PROJECT
APN: 2043100100
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 46 of 115
10" ACP
D
D
D
D
10" ACP
10" ACP
71+00 72+00 73+00 74+00 75+00 76+00 77+00
CARLSBAD BLVD.
WALNUT AVE. SYCAMORE AVE. CHESTNUT AVE.
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 2:54 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-C19 THRU C25 EC.dwgPlotted by: Bob Sherwood 0 40'20'10'
MATCHLINE STA: 77+33 - SEE C-22
N
MATCHLINE STA: 70+62 - SEE C-20
CARLSBAD BLVD CENTERLINE
& UPPER S/W CONTROL LINE
PROJECT LIMITS
PROJECT LIMITS
29 95
EROSION / SEDIMENT CONTROL 3
CIP #3896 529-8NT
RS
RR
IMPERVIOUS AREA SUMMARY FOR SHEET C-21
REPLACED IMPERVIOUS AREA ADDED IMPERVIOUS AREA NET INCREASE
IMPERVIOUS AREA
SF AC SF AC SF AC
8,303 0.19 890 0.02 890 0.02
SEE SHEET C-19 FOR IMPERVIOUS AREA SUMMARY FOR THE TOTAL PROJECT
BMP KEYNOTES AND LEGEND
C-21
1. CONSTRUCT BIO-FILTRATION BASIN, SEE DETAIL 1 SHEET C-23
REPLACED IMPERVIOUS AREAS
ADDITIONAL IMPERVIOUS AREAS
SE-10
APN: 2043100100
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 47 of 115
D
D
D
D
D
D78+00 79+00 80+00 81+00
82+00
83+00
84+00
CARLSBAD BLVD.
MAPLE AVE.
ACACIA AVE.
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 2:54 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-C19 THRU C25 EC.dwgPlotted by: Bob Sherwood 0 40'20'10'
MATCHLINE STA: 84+03 - SEE C-23
N
MATCHLINE STA: 77+33 - SEE C-21
CARLSBAD BLVD CENTERLINE
& UPPER S/W CONTROL LINE
PROJECT LIMITS
30 95
EROSION / SEDIMENT CONTROL 4
CIP #3896 529-8NT
RS
RR
IMPERVIOUS AREA SUMMARY FOR SHEET C-22
REPLACED IMPERVIOUS AREA ADDED IMPERVIOUS AREA NET INCREASE
IMPERVIOUS AREA
SF AC SF AC SF AC
8,070 0.19 1,206 0.03 1,206 0.03
SEE SHEET C-19 FOR IMPERVIOUS AREA SUMMARY FOR THE TOTAL PROJECT
BMP KEYNOTES AND LEGEND
C-22
PROJECT LIMITS
1. CONSTRUCT BIO-FILTRATION BASIN, SEE DETAIL 1 SHEET C-23
REPLACED IMPERVIOUS AREAS
ADDITIONAL IMPERVIOUS AREAS
SE-10
APN: 2043100100
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 48 of 115
FLOW
FLOW
FLOW
D
D D
D
D
D
D
D
D
84+00
85+00 86+00 87+00 88+00 89+00 90+00
CARLSBAD BLVD.
CHERRY AVE.
JUNIPER AVE.
48.89± FSTOP
TOE
WATER SURACE ELEVATION
(N) 18"X18" OVERFLOW RISER
3:1 MAX SIDE SLOPES
(N) 6" PERFORATED PVC
STORM DRAIN LINE
(S=0.01 FT/FT)
(N) 30 MIL HSPDE LINER
1:1 MAX EXCAVATION SIDE SLOPES
18" BIORETENTION SOIL MEDIA PER
CITY OF CARLSBAD BMP DESIGN
MANUAL APPENDIX F.3 SPECIFICATIONS
(N) 8" SDR PVC
STORM DRAIN LINE
(S=.01 FT/FT)
(E) STORM DRAIN CATCH BASIN
(E) STORM DRAIN LINE TO MAIN LINE
45.06± FS
PLACE 3" OF COARSE SAND
ON TOP OF BIO SOIL MEDIA
(E) STREET
(CARLSBAD BLVD.)
4" WASHED PEA GRAVEL FILTER COURSE
12" STORAGE LAYER OF
PERVIOUS BACKFILL
12"
6"
(N) ROCK LINED INLET SWALE
SAWCUT (E) AC CURB FOR (N) SWALE
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 2:55 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-C19 THRU C25 EC.dwgPlotted by: Bob Sherwood 0 40'20'10'
N
MATCHLINE STA: 84+03 - SEE C-22
MATCHLINE STA: 90+73 - SEE C-24
CARLSBAD BLVD CENTERLINE
& UPPER S/W CONTROL LINE
PROJECT LIMITS
PROJECT LIMITS
31 95
EROSION / SEDIMENT CONTROL 5
CIP #3896 529-8NT
RS
RR
IMPERVIOUS AREA SUMMARY FOR SHEET C-23
REPLACED IMPERVIOUS AREA ADDED IMPERVIOUS AREA NET INCREASE
IMPERVIOUS AREA
SF AC SF AC SF AC
3,039 0.07 978 0.02 978 0.02
SEE SHEET C-19 FOR IMPERVIOUS AREA SUMMARY FOR THE TOTAL PROJECT 1 A
C-23
(N) 18"X18" OVERFLOW
STRUCTURE
(N) 6" PERFORATED PVC
STORM DRAIN LIN (TYP.)
3:1
MAX
3:1
MAX
(E) AC CURB
(E) STORM DRAIN DROP INLET
(E) STORM DRAIN
TOE
TOP
BOTTOM AREA:
88 SF ACTUAL
75' SF MIN. REQ.
12'
8'
BMP KEYNOTES AND LEGEND
C-23
TEMPORARY
STAGING AREA
CONTRACTOR
TEMPORARY FENCING
GATED ENTRANCE
1. CONSTRUCT BIO-FILTRATION BASIN, SEE DETAIL 1 SHEET C-23
REPLACED IMPERVIOUS AREAS
ADDITIONAL IMPERVIOUS AREAS
SE-10
SE-10
BIOFILTRATION BASIN
APN: 2043100100
(8,000 SF)
TR-1
SE-6SE-10
(N) 24" WIDE CURB CUT W/ (N)
ROCK-LINED INLET SWALE (N) 24" WIDE CURB CUT W/ (N)
ROCK-LINED INLET SWALE30" 30"
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 49 of 115
FLOW
D
D91+00 92+00 93+00 94+00 95+00
96+00
97+00
CARLSBAD BLVD.
HEMLOCK AVE.
REDWOOD AVE.
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 2:55 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-C19 THRU C25 EC.dwgPlotted by: Bob Sherwood 0 40'20'10'
N
MATCHLINE STA: 90+73 - SEE C-23
MATCHLINE STA: 97+43 - SEE C-25
CARLSBAD BLVD CENTERLINE
& UPPER S/W CONTROL LINE
PROJECT LIMITS
PROJECT LIMITS
32 95
EROSION / SEDIMENT CONTROL 6
CIP #3896 529-8NT
RS
RR
IMPERVIOUS AREA SUMMARY FOR SHEET C-24
REPLACED IMPERVIOUS AREA ADDED IMPERVIOUS AREA NET INCREASE
IMPERVIOUS AREA
SF AC SF AC SF AC
842 0.02 0 0 0 0
SEE SHEET C-19 FOR IMPERVIOUS AREA SUMMARY FOR THE TOTAL PROJECT
BMP KEYNOTES AND LEGEND
C-24
CONTRACTOR TEMPORARY TRAILER
TEMPORARY
STAGING AREA
CONTRACTOR
TEMPORARY FENCING
1. CONSTRUCT BIO-FILTRATION BASIN, SEE DETAIL 1 SHEET C-23
REPLACED IMPERVIOUS AREAS
ADDITIONAL IMPERVIOUS AREAS
APN: 2043100100
(8,000 SF)
SE-10
SE-10
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 50 of 115
D
D
DD
98+00
99+00
100+00
101+00
102+00
103+00
104+00
CARLSBAD BLVD.
TAMARACK AVE.
SEQUOIA AVE.
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 2:56 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-C19 THRU C25 EC.dwgPlotted by: Bob Sherwood 0 40'20'10'
N
MATCHLINE STA: 97+43 - SEE C-24
CARLSBAD BLVD CENTERLINE
& UPPER S/W CONTROL LINE
PROJECT LIMITS
PROJECT LIMITS
33 95
EROSION / SEDIMENT CONTROL 7
CIP #3896 529-8NT
RS
RR
IMPERVIOUS AREA SUMMARY FOR SHEET C-25
REPLACED IMPERVIOUS AREA ADDED IMPERVIOUS AREA NET INCREASE
IMPERVIOUS AREA
SF AC SF AC SF AC
0 0 0 0 0 0
SEE SHEET C-19 FOR IMPERVIOUS AREA SUMMARY FOR THE TOTAL PROJECT
BMP KEYNOTES AND LEGEND
PROJECT LIMITS
C-25
1. CONSTRUCT BIO-FILTRATION BASIN, SEE DETAIL 1 SHEET C-23
REPLACED IMPERVIOUS AREAS
ADDITIONAL IMPERVIOUS AREAS
RESTROOM NOT IN PROJECT
APN: 2043100100
APN: 2043100100
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 51 of 115
D
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 3:00 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-S01 THRU S05 LANDING PLAN.dwgPlotted by: Bob Sherwood N1 SYCAMORE AVENUE STAIR LANDING PLAN
1"=5' 0 10'5'
34 95
IMPROVEMENT PLANS FOR:
STAIR LANDING PLAN AND PROFILE 1
CIP #3896 529-8RR
RS
--
INSTALL 19-STEP LANDING
STAIRWAY SEE DETAIL
INSTALL 19-STEP LANDING
STAIRWAY SEE DETAIL
INSTALL PLATFORM
RAILING SEE DETAIL
INSTALL PLATFORM
RAILING SEE DETAIL
INSTALL 14-STEP LANDING
STAIRWAY SEE DETAIL
INSTALL PLATFORM
RAILING SEE DETAIL
INSTALL PLATFORM
RAILING SEE DETAIL
INSTALL PLATFORM
RAILING SEE DETAIL
L (E) PIER AND PLATFORMC
L (E) PIER AND PLATFORM
L (E) PIER AND PLATFORMC
C
NEW ON GRADE
CONC SIDEWALK
EL. 48.96
EL. 48.96
EL. 40.22 FS EL. 40.22
EL. 28.56 FS
EL. 28.56
EL. 17.48 TREAD NOSE
CONSTRUCT ELEVATED REINFORCED
CONCRETE LANDING SEE DETAIL
CONSTRUCT ELEVATED REINFORCED
CONCRETE LANDING SEE DETAIL
CONSTRUCT ELEVATED REINFORCED
CONCRETE LANDING SEE DETAIL
NEW ELEVATED
CONC SIDEWALK
EJ
EJ
EL. 39.63
EL. 48.38
EL. 40.80
EL. 40.22
EL. 27.97
EL. 16.90 (E) S/W FS
EL. 29.14
EL. 28.56
EL. 48.96 FS
S-01
EL. 50.00 NGVD29 48.96 FS48.960 FS
48.377
47.794
47.211
46.628
46.045
45.462
44.879
44.296
43.713
43.130
42.547
41.964
41.381
40.798
40.215 FS
0.0%
39.632
39.049
38.466
37.883
37.300
36.717
36.134
35.551
34.968
34.385
33.802
33.219
32.636
32.053
31.470
30.887
30.301
29.721
29.138
28.555 FS0.0%27.972
27.389
26.806
26.223
25.640
25.057
24.474
23.891
23.308
22.725
22.142
21.559
20.976
20.393
19.810
19.227
18.644
18.061
17.478
16.895 FS
0.0%
EL. 45.00
EL. 40.00
EL. 35.00
EL. 30.00
EL. 25.00
EL. 20.00
2 SYCAMORE AVENUE STAIR LANDING PROFILE
1"=2' 0 4'2'
0.0%
LOWER SIDEWALK
UPPER SIDEWALK LEVEL
UPPER ELEVATED PLATFORM
LOWER ELEVATED PLATFORM
MIDDLE ELEVATED PLATFORM
CONSTRUCT NEW
CONCRETE L-WALL
EXTENSION PER DETAIL
SEE SHEET S-11 FOR
RAILING DIMENSIONS
5 S-08
3 S-09
3 S-09
5 S-08
3 S-09
3 S-09
3 S-09
5 S-08
1 S-07
1 S-07
1 S-07
PROVIDE EXPANSION JOINT BETWEEN
PLATFORM AND SIDEWALK CONCRETE
(E) 4' Ø CONCRETE
FOUNDATION PILE
BELOW TO REMAIN
(E) 4' Ø CONCRETE
FOUNDATION PILE
BELOW TO REMAIN
(E) 4' Ø CONCRETE
FOUNDATION PILE
BELOW TO REMAIN
PLATFORM
PLATFORM
PLATFORM
(EL. 48.75 TC)
(EL. 48.70 TC)
EL. 49.00
(EL. 48.74 TC)
EL. 48.95
EL. 15.00
LOWER SIDEWALK
LOWER
PLATFORM
MIDDLE
PLATFORM
UPPER
PLATFORM
2.0% MAX
0.0%
SIDEWALK
1 S-15
EJ
EJ
EJEJ
INSTALL SIDE-MOUNTED
ALUMINUM RAILING
SEE DETAIL
2 S-09
INSTALL SIDE-MOUNTED
ALUMINUM RAILING
SEE DETAIL
2 S-09
A
S-05
LEGEND
CONCRETE REPAIR / REPLACEMENT
NEW LITHOCRETE SURFACE
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 52 of 115
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 3:01 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-S01 THRU S05 LANDING PLAN.dwgPlotted by: Bob Sherwood 1 MAPLE AVENUE STAIR LANDING PLAN
1"= 5' 0 10'5'
N
35 95
IMPROVEMENT PLANS FOR:
STAIR LANDING PLAN AND PROFILE 2
CIP #3896 529-8RR
RS
--
(E) 4' Ø CONCRETE
FOUNDATION PILE
BELOW TO REMAIN
PROVIDE EXPANSION JOINT BETWEEN
PLATFORM AND SIDEWALK CONCRETE
L (E) PIER AND
(N) PLATFORM
C
(E) 4' Ø CONCRETE
FOUNDATION PILE
BELOW TO REMAIN
(E) 4' Ø CONCRETE
FOUNDATION PILE
BELOW TO REMAIN
L (E) PIER AND
(N) PLATFORM
L (E) PIER AND
(N) PLATFORM
C
C
CONSTRUCT ELEVATED
REINFORCED CONCRETE
LANDING SEE DETAIL
INSTALL 17-STEP LANDING
STAIRWAY SEE DETAIL
INSTALL 15-STEP LANDING
STAIRWAY SEE DETAIL
INSTALL 17-STEP LANDING
STAIRWAY SEE DETAIL
CONSTRUCT ELEVATED REINFORCED
CONCRETE LANDING SEE DETAIL
CONSTRUCT ELEVATED REINFORCED
CONCRETE LANDING SEE DETAIL
CONSTRUCT NEW WALL EXTENSION SEE DETAIL
INSTALL PLATFORM
RAILING SEE DETAIL
INSTALL PLATFORM
RAILING SEE DETAIL
INSTALL PLATFORM
RAILING SEE DETAIL
INSTALL PLATFORM
RAILING SEE DETAIL
EL. 47.230 FS
EL. 47.23
EL. 36.736 FS
EL. 36.736
EL. 26.242
EL. 26.242 FS
NEW ELEVATED
CONC SIDEWALK
NEW ON GRADE
CONC SIDEWALK
EJ
CJ
EL. 25.659
EL. 26.825
EL. 26.242
EL. 17.497 TREAD NOSE
EL. 16.914 (E) S/W FS
EL. 36.153
EL. 37.319
EL. 36.736
EL. 47.230
EL. 45.010
S-02
EL. 50.00 NGVD29
47.230 FS 47.230 FS
46.647
46.064
45.481
44.898
44.315
43.732
43.149
42.566
41.983
41.400
40.817
40.234
39.651
39.068
36.736 FS0.0%
23.327
22.744
22.161
21.578
20.995
20.412
19.829
19.246
18.663
18.080
35.570
34.987
34.404
33.821
33.238
32.655
32.072
31.489
30.906
30.323
29.740
29.157
28.574
27.991
27.408
26.825
26.242 FS
0.0%
25.659
25.076
24.493
23.910
17.497
16.914 (E) S/W FS0.0%
EL. 45.00
EL. 40.00
EL. 35.00
EL. 30.00
EL. 25.00
EL. 20.00
0.0%
LOWER SIDEWALK
UPPER SIDEWALK LEVEL
UPPER ELEVATED PLATFORM
LOWER ELEVATED PLATFORM
MIDDLE ELEVATED PLATFORM
38.485
37.902
37.319
36.153
2 MAPLE AVENUE STAIR LANDING PROFILE
1"=2' 0 4'2'
SEE SHEET S-12 FOR
RAILING DIMENSIONS
1 S-07 5
S-08
1 S-07
1 S-07
2 S-15
3 S-09
3 S-09
3 S-09
3 S-09
5 S-08
5 S-08
EL. 47.04
PLATFORM
(EL. 46.99 TC)
EL. 47.23
(EL. 46.79 TC)
2.0% MAX
0.0%
SIDEWALK
(EL. 46.96 TC)
NEW ON GRADE
CONC SIDEWALK
EJ
EJ EJ
EJ
PLATFORM
PLATFORM
EL. 15.00
CJ
LOWER
PLATFORM
MIDDLE
PLATFORM
UPPER
PLATFORM
INSTALL TOP-MOUNTED
ALUMINUM RAILING
SEE DETAIL
1 S-09
INSTALL SIDE-MOUNTED
ALUMINUM RAILING
SEE DETAIL
2 S-09
NEW ON GRADE
CONC SIDEWALK
B
S-05
LEGEND
CONCRETE REPAIR / REPLACEMENT
NEW LITHOCRETE SURFACE
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 53 of 115
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 3:03 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-S01 THRU S05 LANDING PLAN.dwgPlotted by: Bob Sherwood 1 CHERRY AVENUE STAIR LANDING PLAN
1"= 5' 0 10'5'
N
36 95
IMPROVEMENT PLANS FOR:
STAIR LANDING PLAN AND PROFILE 3
CIP #3896 529-8RR
RS
--
(E) 4' Ø CONCRETE
FOUNDATION PILE
BELOW TO REMAIN
EXISTING CONCRETE
SIDEWALK TO REMAIN
L (E) PIER AND
(N) PLATFORM
C
(E) 4' Ø CONCRETE
FOUNDATION PILE
BELOW TO REMAIN
L (E) PIER AND
(N) PLATFORM
C
CONSTRUCT ELEVATED REINFORCED
CONCRETE LANDING SEE DETAIL
INSTALL 17-STEP LANDING
STAIRWAY SEE DETAIL
INSTALL 14-STEP LANDING
STAIRWAY SEE DETAIL
INSTALL PLATFORM
RAILING SEE DETAIL
CONSTRUCT ELEVATED REINFORCED
CONCRETE LANDING SEE DETAIL
INSTALL PLATFORM
RAILING SEE DETAIL
CONSTRUCT ELEVATED REINFORCED
CONCRETE LANDING SEE DETAIL
INSTALL PLATFORM
RAILING SEE DETAIL
INSTALL PLATFORM
RAILING SEE DETAIL
INSTALL 18-STEP LANDING
STAIRWAY SEE DETAIL
EL. 47.213 FS
EL. 36.130 FS
EL. 36.130
EL. 25.630 FS
EL. 25.630
EL. 17.463 TREAD NOSE
NEW ON GRADE
CONC SIDEWALK
CJ
REPLACE STREETLIGHT
SEE ELECTRICAL SHEETS
EL. 46.630
EL. 36.713
EL. 36.130
EL. 35.546
EL. 16.88 (E) S/W FS
EL. 26.213
EL. 25.630
EL. 25.046
S-03
EJ
EL. 50.00 NGVD29
EL. 45.00
EL. 40.00
EL. 35.00
EL. 30.00
EL. 25.00
EL. 20.00
2 CHERRY AVENUE STAIR LANDING PROFILE
1"=2' 0 4'2'
46.630
46.046
45.463
44.880
44.296
43.713
43.130
42.546
41.963
41.380
40.796
40.213
39.630
39.046
38.463
37.880
37.296
35.546
34.963
34.380
33.796
33.213
32.630
32.046
31.463
30.880
30.296
29.713
29.130
28.546
27.963
27.380
26.796
0.9% UPPER SIDEWALK LEVEL
25.630 FS
25.046
23.880
23.296
22.713
22.130
21.546
20.963
20.380
19.796
19.213
18.630
36.713
36.130 FS
0.0%
MIDDLE ELEVATED PLATFORM
26.213
25.630 FS0.0%
LOWER ELEVATED PLATFORM24.463
18.046
17.463
16.880 FS0.0% LOWER SIDEWALK
LOWER ELEVATED PLATFORM
SEE SHEET S-13 FOR
RAILING DIMENSIONS
1 S-07
5 S-08
3 S-09
5 S-08
1 S-07
3 S-09
1 S-07
3 S-09
3 S-09
5 S-08
EJ
2.0% MAX
0.0%
SIDEWALK
(EL. 48.09 TC)
EJ
(EL. 48.29 TC)
EL. 48.54
CJ
(EL. 48.23 TC) (EL. 48.17 TC)
EL. 47.43
EL. 48.29 EP EL. 48.00 EP EL. 47.71 EP
EL. 48.12 EP
1.0%
EL. 47.71 EP
0.5%
EL. 47.30 EP
EL. 47.26
4.2%
4.2%
NEW ON GRADE
CONC SIDEWALK
(EL. 48.05 TC)(EL. 48.08 TC)
(EL. 48.06 TC)
(EL. 47.42 TC)
(EL. 46.93)
(EL. 47.59 EP)
EL. 46.78
(EL. 47.03 GB) (EL. 47.09 GB)
FLOW
FLOW
(EL. 46.95 TC)
(EL. 46.56 FL)
EL. 46.94 FL
EL. 46.99 EP
EL. 46.99 EP
0.9%
(EL. 47.22 TC)
EJ
EJ
EL. 47.21
EL. 47.21
EL. 47.13
EL. 47.26
1.5%
4.2%
MATCH EXIST.
FLOW
FLOW
EL. 46.79
0.5%
CONSTRUCT 2' WIDE
RIBBON GUTTER
47.213 FS
0.0%
1.75%
EL. 46.75 FL
EL. 46.80 EPEL. 46.80 EP
GB
PLATFORM
PLATFORM
EL. 15.00
LOWER
PLATFORM
MIDDLE
PLATFORM
UPPER
SIDEWALK
BEGIN CONSTRUCT NEW
FASCIA ALONG (E) RET WALL
PER SECTION
INSTALL TOP-MOUNTED
ALUMINUM RAILING
SEE DETAIL
1 S-09
INSTALL TOP-MOUNTED
ALUMINUM RAILING
SEE DETAIL
1 S-09 C
S-05
LEGEND
CONCRETE REPAIR / REPLACEMENT
NEW LITHOCRETE SURFACE
BEGIN CONSTRUCT NEW
FASCIA ALONG (E) RET WALL
PER SECTION
C
S-05
C
S-05
CJ
EJ
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 54 of 115
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 3:04 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-S01 THRU S05 LANDING PLAN.dwgPlotted by: Bob Sherwood 37 95
IMPROVEMENT PLANS FOR:
STAIR LANDING PLAN AND PROFILE 4
CIP #3896 529-8RR
RS
--
1 HEMLOCK AVENUE STAIR LANDING PLAN
1"= 5' 0 10'5'
N
EXISTING CONCRETE
SIDEWALK TO REMAIN
L (E) PIER AND
(N) PLATFORM
C
(E) 4' Ø CONCRETE
FOUNDATION PILE
BELOW TO REMAIN
(E) 4' Ø CONCRETE
FOUNDATION PILE
BELOW TO REMAIN
L (E) PIER AND
(N) PLATFORM
L (E) PIER AND
(N) PLATFORM
C
C
CONSTRUCT ELEVATED REINFORCED
CONCRETE LANDING SEE DETAIL INSTALL 9-STEP LANDING
STAIRWAY SEE DETAIL
INSTALL PLATFORM
RAILING SEE DETAIL
INSTALL PLATFORM
RAILING SEE DETAIL
(E) 4' Ø CONCRETE
FOUNDATION PILE
BELOW TO REMAIN
INSTALL PLATFORM
RAILING SEE DETAIL
INSTALL 19-STEP LANDING
STAIRWAY SEE DETAIL
INSTALL 19-STEP LANDING
STAIRWAY SEE DETAIL
INSTALL PLATFORM
RAILING SEE DETAIL
INSTALL PLATFORM
RAILING SEE DETAIL CONSTRUCT L-WALL EXTENSION SEE DETAIL (E) 4' Ø CONCRETE
FOUNDATION PILE
BELOW TO REMAIN
EL. 28.500 FS
EL. 28.500
EL. 17.417 TREAD NOSE
EL. 40.750
EL. 40.167
EL. 46.000
EL. 46.10 FS
EL. 45.417
EL. 46.00 FS
EL. 40.167
EL. 39.583
EL. 40.167 FS
EL. 29.083
EL. 28.500
EL. 27.917
EL. 16.833 (E) S/W FS
S-04
44.833
44.250
43.667
43.083
42.500
41.917
41.333
40.750
40.167 FS
39.000
38.417
37.833
37.250
36.667
36.083
35.500
34.917
34.333
33.750
33.167
32.583
46.00 FS
32.000
31.417
46.000 FS
30.833
30.250
45.417
27.917
27.333
26.750
26.167
25.583
25.000
24.417
23.833
23.250
22.667
0.0%
22.083
21.500
20.917
20.333
39.583
29.667
19.750
19.167
18.583
28.500 FS
0.0%
16.833 FS0.0%
EL. 45.00 NGVD29
EL. 40.00
EL. 35.00
EL. 30.00
EL. 25.00
EL. 20.00
2 HEMLOCK AVENUE STAIR LANDING PROFILE
1"=2' 0 4'2'
0.0%
LOWER SIDEWALK
UPPER SIDEWALK LEVEL
UPPER ELEVATED PLATFORM
LOWER ELEVATED PLATFORM
MIDDLE ELEVATED PLATFORM
29.083
18.000
17.417
SEE SHEET S-14 FOR
RAILING DIMENSIONS
1 S-07
5 S-08
3 S-09
3 S-09
3 S-09
5 S-08
5 S-08
3 S-09
3 S-09
3 S-15
REPLACE STREETLIGHT
SEE ELECTRICAL SHEETS
PROVIDE EXPANSION JOINT BETWEEN
PLATFORM AND SIDEWALK CONCRETE
LOWER
PLATFORM
MIDDLE
PLATFORM
UPPER
PLATFORM
PLATFORM
PLATFORM
PLATFORM
MATCH EXIST.
GB
EL. 15.00
INSTALL TOP-MOUNTED
ALUMINUM RAILING
SEE DETAIL
1 S-09
INSTALL TOP-MOUNTED
ALUMINUM RAILING
SEE DETAIL
1 S-09
A
S-05
LEGEND
CONCRETE REPAIR / REPLACEMENT
NEW LITHOCRETE SURFACE
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 55 of 115
(E) CURB AND GUTTER
TO REMAIN IN PLACE
2% MAX
(N) 9" THK CONC SLAB
ON GRADE PER PLAN
3'-10"
1/2" (#4) x 24" SMOOTH
DOWEL AT 30" OC
DOWELED EXPANSION
JOINT AT SIDEWALK TO
PLATFORM TRANSITION
SAWCUT CONTROL JOINT
1/8" WIDE x 1/2" DEEP
1'-0"
12" MIN PER ORIGINAL
AS-BUILT DRAWINGS
(E) SOIL LINE VARIES
PER LOCATION
(E) #4 @ 10"
(E) #4 @ 12"
#5 @ 18"
EA WAY
3"
CLR MIN
CHIP OUT CONCRETE AROUND EXIST
#4@12 REBAR AND CUT LEG TO 18" MIN
PIP (E) SIDEWALK FOUNDATION
5" CAB
(N) PLATFORM
6'-6"
(E) CURB AND GUTTER
TO REMAIN IN PLACE
2% MAX
(N) 9" THK CONC SLAB
ON GRADE PER PLAN
3'-10"
1/2" (#4) x 24" SMOOTH
DOWEL AT 30" OC
DOWELED EXPANSION
JOINT AT SIDEWALK TO
PLATFORM TRANSITION
SAWCUT CONTROL JOINT
1/8" WIDE x 1/2" DEEP
1'-0"
12" MIN PER ORIGINAL
AS-BUILT DRAWINGS
(E) SOIL LINE VARIES
PER LOCATION
(E) #4 @ 10"
(E) #4 @ 12"
#5 @ 18"
EA WAY
3"
CLR MIN
CHIP OUT CONCRETE AROUND EXIST
#4@12 REBAR AND CUT LEG TO 18" MIN
PIP (E) SIDEWALK FOUNDATION
5" CAB
(N) PLATFORM
1'-4"
6'-6"
0.9%
(N) 9" THK CONC SLAB
ON GRADE PER PLAN
SAWCUT CONTROL JOINT
1/8" WIDE x 1/2" DEEP
(SEE PLAN VIEW)
1'-0"
(E) SOIL LINE VARIES
FIELD VERIFY
(E) #4 @ 10"
(E) #4 @ 12"
#5 @ 18"
EA WAY
3"
CLR MIN
CHIP OUT CONCRETE AROUND EXIST
#4@12 REBAR AND CUT LEG TO 18" MIN
PIP (E) SIDEWALK FOUNDATION
5" CAB
(N) ELEVATED STAIRWAY
6'-2"
1'-0"
12" MIN
45.00°'
B/W J-BARS
12" MAX TYP(E) PREVIOUS CONCRETE REPAIR
(DIMENSIONS VARY W/ LOCATION)
6"
10"
#4 CONT AT 12" O.C.
(QUANTITY VARIES W/ LOCATION)
5 8" DRILLED HOLE 6" DEEP AND FILL W/
EPOXY ADHESIVE PER SPECIFICATIONS
#4 AT 12" MAX
O.C. EACH WAY
(N) REINFORCED CONCRETE REPAIR
(HEIGHT VARIES WITH LOCATION)
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 3:05 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-S01 THRU S05 LANDING PLAN.dwgPlotted by: Bob Sherwood 38 95
IMPROVEMENT PLANS FOR:
STAIR LANDING PLAN AND PROFILE 5
CIP #3896 529-8RR
RS
--
S-05
A
TOP OF STAIRWAY CROSS-SECTION
(SYCAMORE AND HEMLOCK AVE)
NTS B
TOP OF STAIRWAY CROSS-SECTION
(MAPLE AVE)
NTS
C
TOP OF STAIRWAY CROSS-SECTION
(CHERRY AVE)
NTS
Y
-
EXISTING UPPER SIDEWALK FOUNDATION AT
CHERRY AVENUE STAIRS
NOT TO SCALE
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 56 of 115
EXISTING 48"Ø CONC FOUNDATION PILE
PLATFORM CL
24" TYP
EXISTING ESTIMATED
BEDROCK AT ELEV +10'
EXISTING #6 VERT BAR
(18 TOTAL)
EXISTING #3 TIE @ 12" TYP
4" CLR PILE ONLY
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 3:07 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-S06 THRU S10.dwgPlotted by: Bob Sherwood 39 95
IMPROVEMENT PLANS FOR:
STAIR LANDING DETAILS 1
CIP #3896 529-8RR
RS
--
1 -
TYPICAL ELEVATED LANDING DEMOLITION
3/4" = 1'-0" 0 3'1' 2'
A
-
TYPICAL LANDING DEMOLITION SECTION
3/4" = 1'-0" 0 3'1' 2'
REMOVE EXIST REINF
CONC PLATFORM
PROTECT EXISTING 48"Ø
REINF CONC FOUNDATION
PILE AND ALL 18- #6 J-BARS
AND HOOPS (SEE SECTION A)
REMOVE EXISTING
ELEVATED STAIRWAY
REMOVE EXISTING
ELEVATED STAIRWAY
CARE SHALL BE TAKEN TO MAINTAIN (E) VERT REINF
IN PLACE IN PORTION OF PILE CAP TO BE REPLACED
NOTE:
1. REINFORCEMENT SHALL BE CLEANED OF CORRODED MATERIAL PRIOR TO PLACEMENT OF NEW CONCRETE.
WHERE EXISTING REINFORCEMENT IS DAMAGED BY CONCRETE REMOVAL OR WHERE AT LEAST 20% OF ORIGINAL AREA HAS BEEN LOST TO CORROSION, REMOVE EXISTING BAR AND REPLACE WITH #6 DOWEL EMBEDDED 48" IN (E) CONCRETE SUPPORT PILE WITH SIMPSON SET-3G EPOXY ADHESIVE PER MANUFACTURER'S INSTRUCTIONS. 1 ROUGHEN SURFACE OF (E)
CONCRETE TO REMAIN
S-06
PROTECT (E) 48"Ø REINF CONC FOUNDATION
PILE AND ALL 18- #6 J-BARS AND HOOPS
A
-
APPROX. CONCRETE REMOVAL LINE
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 57 of 115
2- #7 BARS CONT
TOP & BOTTOM
#5 @ 12" O.C. EW
#4 @ 12" O.C. STIRRUPSVARIES
8"
PLATFORM INTERNAL BEAM C
L
PLATFORM INTERNAL BEAM CL
PLATFORM INTERNAL BEAM C
L
#5
102" EA LEG
90" EA LEG
78" EA LEG
54" EA LEG
42" EA LEG
26" EA LEG
#5
#5
#5
#5
TOP & BOT
TOP & BOT
TOP & BOT
TOP & BOT
TOP & BOT
TOP & BOT
2- #7 BARS CONT
TOP & BOTTOM
2- #7 BARS CONT
TOP & BOTTOM
#4 @ 12" O.C. STIRRUPSVARIES
8"
#4 @ 12" O.C. STIRRUPS
8"
VARIES
#5
#5
66" EA LEG
TOP & BOT
3"
CLR TYP
3"
CLR TYP
EXISTING 48"Ø CONC
FOUNDATION PILE
2- #7 BARS CONT
T&B PER PLAN W/
HOOKS EA END
#5
#5
#5
#5
#5
#5
#5
#4 @ 12" O.C. STIRRUPS
PER PLAN VIEWVARIES
8"
PLATFORM FS
PLATFORM CL
2'-9"
1'-2"
PLATFORM RAILING MOUNTED TO FACE
OF CONCRETE WHERE OCCURS IN PLAN
VIEW, PER DETAIL 3 ON SHEET S-09
102" EA LEG
TOP & BOT
90" EA LEG
TOP & BOT
78" EA LEG
TOP & BOT
66" EA LEG
TOP & BOT
54" EA LEG
TOP & BOT
42" EA LEG
TOP & BOT
26" EA LEG
TOP & BOT
#5 PLATFORM DECK
REINF EW PER PLAN
APPROX. CONCRETE REMOVAL LINE
ADD 2 NEW #3 HOOPS
AT 12" O.C. VERTICALLY
MAINTAIN (E) #6 J-BARS
3"
CLR TYP
EXISTING 48"Ø CONC
FOUNDATION PILE
#5
#5
#5
#5
#5
#5
#5
PLATFORM CL
2'-9"
1'-2"
PLATFORM RAILING MOUNTED TO FACE
OF CONCRETE WHERE OCCURS IN PLAN
VIEW, PER DETAIL 3 ON SHEET S-09
102" EA LEG
TOP & BOT
90" EA LEG
TOP & BOT
78" EA LEG
TOP & BOT
66" EA LEG
TOP & BOT
54" EA LEG
TOP & BOT
42" EA LEG
TOP & BOT
26" EA LEG
TOP & BOT
#5 PLATFORM DECK
REINF EW PER PLAN
(4) 1/2" SS THREADED ROD
INSTALLED PER POST W/ EPOXY
APPROX. CONCRETE REMOVAL LINE
PLATFORM FS
ADD 2 NEW #3 HOOPS
AT 12" O.C. VERTICALLY
MAINTAIN (E) #6 J-BARS
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 3:08 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-S06 THRU S10.dwgPlotted by: Bob Sherwood 40 95
IMPROVEMENT PLANS FOR:
STAIR LANDING DETAILS 2
CIP #3896 529-8RR
RS
--
1 -
TYPICAL STAIRWAY PLATFORM REINFORCEMENT
3/4" = 1'-0" 0 3'1' 2'
A
-
TYPICAL LANDING SECTION (THROUGH BEAM)
3/4" = 1'-0" 0 3'1' 2'
NOTES
1. FOR GENERAL STRUCTURAL NOTES SEE SHEET G-04
S-07
A
-
B
-
CONCRETE STAIRWAY PLATFORM SECTION
3/4" = 1'-0" 0 3'1' 2'
B
-
A
S-10
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 58 of 115
4"
12"
7"
12"
1/4" END
CLOSURE
PLATE
CONC TREADS SEE 4
-
30.26°
CONC TREADS SEE
4 -
7"
212"
12"
12" TYP
7" TYP.
1 2" THK ALUM CAP PL BENT TO
MATCH STRINGER PROFILE
12"
2" TYP
4x12x1/4" ALUM STRINGER
4x12x1/4" ALUM STRINGER
CONC PLATFORM
CONC PLATFORM
(E) CONC FOOTING
4"
12"
7"
12"
1/4" END CLOSURE PL
CONC TREADS SEE 4
-
5" MIN
EMBED
4x12x1/4" ALUM STRINGER
LOWER SIDEWALK FS
CONC TREADS SEEA
_
3/16"3/16"
5/8" DIA 316 SS TITEN HD ANCHOR
W/ NYLON INSULATING BUSHINGS
AND WASHERS
ALUM 9"x10"x1/2" PL W/ 2" SLOTTED
HOLE PERPENDICULAR TO STRINGER
12"
5/8" DIA 316 SS TITEN HD ANCHOR
W/ NYLON INSULATING BUSHINGS
AND WASHERS
ALUM 9"x10"x1/2" PL W/ 2" SLOTTED
HOLE PERPENDICULAR TO STRINGER
A
_
C
_
3/16"
(2) HILTI HAS-R 316 SS 1/2" DIAM x 10"
LONG THREADED RODS INSTALLED
PER ESR-3814 W/ HILTI HIT-RE 500 V3
EPOXY ADHESIVE, AND W/ SS NUTS,
NYLON INSULATING BUSHINGS AND
WASHERS, OR APPROVED EQUAL
43 4"
5" MIN
EMBED
43 4"
8" MIN
EMBED
PRECAST CONC STAIR TREAD
CONT 4"x12"x1/4" ALUMINUM STRINGER
12" MIN HANDRAIL EXTENSION
36" TOP OF HANDRAIL
1 1/2" x 2 3/4" ALUM TOP RAIL
C POSTL
C POSTL
C POSTL
C POSTL
C POSTL
C POSTL
C POSTL
C POSTL
1 1/2" DIAM HANDRAIL
CONC PLATFORM FS
CONC PLATFORM FS
36" TYP
3-7/8" MAX
CLR TYP
C POSTL
3-7/8" MAX
CLR TYP
1 1/2" x 2 3/4" ALUM TOP RAIL
3/4" SQ ALUM PICKET
1 1/4" x 1 3/4" ALUM MID RAIL
2" x 2" x 1
4" ALUM
RAILING POST
1 1/2" DIAM HANDRAIL
1 1/4" x 1 3/4" ALUM MID RAIL
24" MIN
HANDRAIL
EXTENSION
42" MIN TOP OF RAILING
36" TOP OF HANDRAIL
42" MIN TOP OF RAILING
D
_
C POSTL
2" x 2 3/16" ALUM POST
3/4" SQ ALUM PICKET
1 1/4" x 1 3/4" ALUM MID RAIL
1 1/2" x 2 3/4" ALUM TOP RAIL
1 1/4" x 1 3/4" ALUM BTM RAIL
42" MIN
34" TO 38"
1 3
4" CLR
5'-11" (71") WIDE STAIR TREAD
1 1/2" DIAM HANDRAIL
C POSTL
CONT 4x12
ALUMINUM
STRINGER
PRECAST CONC STAIR TREAD
3" CLR
1 1
2" MIN
2"
4x12x1/4" ALUM STRINGER
L3x3x3 8 ALUMINUM W/ TWO 3x3x3 8" GUSSET PLATES
PRECAST CONC STAIR TREAD
5" MIN
EMBED
3/16"
9"
2"
10"
4x12x1/4" ALUM STRINGER
1/4" END CLOSURE PL
3/16"
3/16"
ALUM 9"x10"x1/2" PL W/ 2" SLOTTED
HOLE PERPENDICULAR TO STRINGER
ALUM 9"x10"x1/2" PL
W/ 2" SLOTTED HOLE
PERPENDICULAR TO
STRINGER
5/8" DIA 316 SS TITEN HD ANCHOR
W/ NYLON INSULATING BUSHINGS
AND WASHERS
B
-
1 2" THK ALUM CAP PL
4x12x1/4" ALUM STRINGER
12"
3/16"
4"
CONC TREADS SEE
4 -
CONC PLATFORM
212"
RAILING POST
EDGE OF PLATFORM
7/16"
312"
43 4"43 4"
RAILING ANCHORS
1'-2"
3"
PRECAST CONCRETE
STAIR TREAD WITH COLOR
PER SHEET LC-07
(3) #3 CONT REINF
(2) 1/2" DIA STAINLESS STEEL HEADED STUD ANCHORS
W/ INSULATING BUSHING, WASHER AND LOCKING NUT
L3x3x3 8 ALUMINUM W/ TWO 3x3x3 8" GUSSET PLATES
CONTINUOUS 4x12x1/4"
ALUMINUM STRINGER
TYPICAL SECTION
TYPICAL END CONNECTION
GROOVED TREAD WITH
CONTRASTING GREY COLOR
1 4" R NOSE TYP
PRECAST CONC STAIR TREAD
3/16"
3/16"
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 3:09 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-S06 THRU S10.dwgPlotted by: Bob Sherwood 41 95
IMPROVEMENT PLANS FOR:
MISCELLANEOUS DETAILS 1
CIP #3896 529-8RR
RS
--
5 -
TYPICAL PLATFORM STAIR ELEVATION
SCALE: 1/2" = 1'-0"
1 -
PLATFORM STAIR CONNECTION (BOTTOM)
SCALE: 1-1/2" = 1'-0"
3 -
PLATFORM STAIR CONNECTION (TOP)
SCALE: 1-1/2" = 1'-0"
4 -
TYPICAL STAIR TREAD DETAIL
SCALE: 1 1/2" = 1'-0"
S-08
D
-
TYPICAL STAIRWAY SECTION
SCALE: 3/4" = 1'-0"
2 -
LOWER SIDEWALK STAIR CONNECTION
SCALE: 1-1/2" = 1'-0"
A
-
STAIR SECTION
SCALE: 1-1/2" = 1'-0"
B
-
STAIR SECTION
SCALE: 1-1/2" = 1'-0"
C
-
STAIR SECTION
SCALE: 1-1/2" = 1'-0"
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 59 of 115
3/4" SQ ALUM PICKET
1-1/2" x 2-3/4" ALUM TOP RAIL
1-1/4" x 1-3/4" ALUM BTM RAIL
C POSTL
ALUM BASE PL PER
ELEVATION VIEW
OUTLINE OF PRECAST TEE
FLANGE, WHERE OCCURS
CONCRETE SLAB
PER PLANS. REINF NOT
SHOWN FOR CLARITY
9"
2-1/2"
8"
4"
2-1/2"
1-3/4"
TYP
(4) 1/2" HILTI HAS-R 316 SS THREADED
ROD PER POST INSTALLED W/ HILTI
HIT EPOXY W/ SS NUTS AND NYLON
INSULATING WASHERS
1/4
1/4
C POSTL
3-1/2"
TYP
ELEVATED SIDEWALK FS
3/4" SQ ALUM PICKET
1-1/2" x 2-3/4" ALUM TOP RAIL
1-1/4" x 1-3/4" ALUM BTM RAIL
4'-0" (48") TYP
ELEVATED SIDEWALK
3"
C POSTL
3'-6" (42")
ALUM PL 3/8 CENTERED ON EA POST
C POSTL
ELEVATED TEE BEAM
6" EMBEDMENT
ELEVATIONELEVATION
2" x 2" x 1
4" ALUM
RAILING POST
3/4" SQ ALUM PICKET
1-1/2" x 2-3/4" ALUM TOP RAIL
1-1/4" x 1-3/4" ALUM BTM RAIL
C POSTL
ALUM BASE PL PER
PLAN VIEW BELOW
CONCRETE SIDEWALK ON
GRADE PER PLANS. REINF
NOT SHOWN FOR CLARITYSIDEWALK FS
3/4" SQ ALUM PICKET
1-1/2" x 2-3/4" ALUM TOP RAIL
1-1/4" x 1-3/4" ALUM BTM RAIL
SIDEWALK ON GRADE
3"
3'-6" (42")
RETAINING WALL IN
VARIOUS LOCATIONS
3-1/2"
TYP
4'-0" (48") TYP
C POSTL
C POSTL
5" EMBEDMENT
6"
6"
3"
3"
1-3/4"
TYP
6"
ALUM PL 3/8 CENTERED ON EA POST
EDGE OF SIDEWALK
EDGE OF SIDEWALK
ELEVATION
PLAN VIEW
2" x 2" x 1
4" ALUM
RAILING POST
(4) 1/2" HILTI HAS-R 316 SS THREADED
ROD PER POST INSTALLED W/ HILTI
HIT EPOXY W/ SS NUTS AND NYLON
INSULATING WASHERS
1'-2"
PLATFORM DECK FS
3.5"
TYP
3/4" SQ ALUM PICKET
1-1/4" x 1-3/4" ALUM BTM RAIL
PLATFORM DECK FS
3/4" SQ ALUM PICKET
1-1/4" x 1-3/4" ALUM MID RAIL
1-1/2" x 2-3/4" ALUM TOP RAIL
1-1/4" x 1-3/4" ALUM BTM RAIL
3'-0" 18.27"
1-1/4" x 1-3/4" ALUM MID RAIL
1-1/2" x 2-3/4" ALUM TOP RAIL
CORNER OF PLATFORM
CORNER OF PLATFORM
3"
RAILING
ANGLE PT
C POSTL
C POSTL
C POSTL
3'-6" (42")
ALUM PL 3/8 CENTERED ON EA POST
6" EMBED
PL 3/8 CENTERED ON EA POST
CAP PL 1/4 EA POST
1/4
1/4
1/4
SEE PLATFORM PLANS AND
SECTION FOR REINFORCEMENT
C POST / PLATFORML 3'-0"
10"
6"
8"
2-1/2"
1-3/4"
TYP
C POSTL
ELEVATIONELEVATION
2" x 2" x 1
4" ALUM
RAILING POST
3-1/2" 4-1/2"
FIELD VERIFY
17.12"17.12"
RAILING
ANGLE PT18.27"
FIELD VERIFY
(4) 1/2" HILTI HAS-R 316 SS THREADED
ROD PER POST INSTALLED W/ HILTI
HIT EPOXY W/ SS NUTS AND NYLON
INSULATING WASHERS
3/4" SQ ALUM PICKET
1-1/2" x 2-3/4" ALUM TOP RAIL
1-1/4" x 1-3/4" ALUM BTM RAIL
C POSTL
2" x 2" x 1
4" ALUM
RAILING POST
CONCRETE CURB
EXISTING CONCRETE SIDEWALK
ON GRADE PER PLANS. REINF
NOT SHOWN FOR CLARITY
SIDEWALK FS
3/4" SQ ALUM PICKET
1-1/2" x 2-3/4" ALUM TOP RAIL
1-1/4" x 1-3/4" ALUM BTM RAIL
3"
3'-6" (42")
CONCRETE CURB
3-1/2
TYP
4'-0" (48") TYP
C POSTL
C POSTL
ELEVATION
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 3:09 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-S06 THRU S10.dwgPlotted by: Bob Sherwood 42 95
IMPROVEMENT PLANS FOR:
MISCELLANEOUS DETAILS 2
CIP #3896 529-8RR
RS
--
C
-
PLATFORM RAILING SECTION
SCALE: 3/4" = 1'-0"
B
-
SIDE-MOUNTED RAILING SECTIONS
SCALE: 3/4" = 1'-0"
3 -
PLATFORM RAILING ELEVATION
SCALE: 3/4" = 1'-0"
S-09
A
-
TOP-MOUNTED RAILING SECTIONS
SCALE: 3/4" = 1'-0"
2 -
SIDE-MOUNTED RAILING ELEVATION
SCALE: 3/4" = 1'-0"
1 -
TOP-MOUNTED RAILING ELEVATION
SCALE: 3/4" = 1'-0"
D
-
CURB-MOUNTED RAILING SECTION
SCALE: 3/4" = 1'-0"
4 -
CURB-MOUNTED RAILING ELEVATION
SCALE: 3/4" = 1'-0"
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 60 of 115
PLATFORM INTERNAL BEAM CL
PLATFORM FS
3"
CLR TYP
#5 PLATFORM DECK
REINF EW PER PLAN#4 @ 12" O.C. STIRRUPS
PER PLAN VIEWVARIES
8"
PLATFORM UNDERSIDE
VARIES WITH LOCATION
2- #7 BARS CONT
T&B PER PLAN W/
HOOKS EA END
#5
66" EA LEG
TOP & BOT
BOT #5
BOT #5
BOT #5
54" EA LEG
42" EA LEG
26" EA LEG EXISTING FOUNDATION PILE
CAB
3 8" GAP
R=1
4" TYP
1/2" (#4) x 24" SMOOTH
DOWEL AT 30" OC
REINF EW
REINF EW
EXPANSION JOINT FILLER MATERIAL
CAB
SAWCUT CONTROL JOINT
1/8" WIDE x 1/2" DEEP
REINF EW
3" CLR MIN
3" CLR MIN
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 3:10 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-S06 THRU S10.dwgPlotted by: Bob Sherwood 43 95
IMPROVEMENT PLANS FOR:
MISCELLANEOUS DETAILS 3
CIP #3896 529-8RR
RS
--
S-10
A
-
CONCRETE STAIRWAY PLATFORM SECTION
3/4" = 1'-0" 0 3'1' 2'
1 -
TYPICAL EXPANSION JOINT DETAIL (J-01)
SCALE: N.T.S.
1 -
TYPICAL CONTROL JOINT DETAIL (J-02)
SCALE: N.T.S.
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 61 of 115
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 3:11 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-S11 THRU S14 RAILING.dwgPlotted by: Bob Sherwood N2 SYCAMORE AVE MIDDLE LANDING RAILING PLAN
1/2"=1'-0" 0 4'2'
44 95
IMPROVEMENT PLANS FOR:
PLATFORM RAILING PLAN 1
CIP #3896 529-8SC
RS
CM
1.5" DIAM. HANDRAIL
R=4.75" FOR HANDRAIL
BOTTOM CONCRETE
STAIR ABOVE LANDING
CONCRETE LANDING
L PIER AND PLATFORMC
PLATFORM RAILING
2x2 POST
GUARDRAIL
2 S-08
S-11
N1 SYCAMORE AVE UPPER LANDING RAILING PLAN
1/2"=1'-0" 0 4'2'
N3 SYCAMORE AVE LOWER LANDING RAILING PLAN
1/2"=1'-0" 0 4'2'
8.5" TYP
18.27"3'-0" GUARDRAIL
4 S-08
2x2 POST
2x2 POST
2x2 POST
12" CL TO TOP STAIR NOSING
5'-5" CLR STAIR WALKING WIDTH TYP
GUARDRAIL
GUARDRAIL
1.5" DIAM. HANDRAIL
3'-0"
3'-0"
18.27"
3 S-09
8.5" TYP
18.27"3'-0"
12" CL
TO TOP STAIR NOSING
5'-5" CLR STAIR WALKING WIDTH TYP
L PIER AND PLATFORMC
3 S-09
18.27"
3'-0"
3'-0"
3 S-09
BOTTOM CONCRETE
STAIR ABOVE LANDING
1.5" DIAM. HANDRAIL
1.5" DIAM. HANDRAIL
1.5" DIAM. HANDRAIL
12" CL TO TOP STAIR NOSING
5'-5" CLR STAIR WALKING WIDTH TYP
R=4.75" FOR HANDRAIL
GUARDRAIL
3'-0"
18.27"
1'-6"
SIDE-MOUNTED RAILING
3 S-08
5 S-08
R=4.75" FOR HANDRAIL
12"
GUARDRAIL
1.5" DIAM. HANDRAIL
GUARDRAIL
PLATFORM RAILING
PLATFORM RAILING
PLATFORM RAILING
PLATFORM RAILING
PLATFORM RAILING
10" TYP
8.5" TYP
3'-0"
18.27"
2'-3"
L PIER AND PLATFORMC
2 S-08
3 S-08
1.5" DIAM. HANDRAIL
4 S-08
12"
1.5" DIAM. HANDRAIL
21"
21"
1.5" DIAM. HANDRAIL
3" CLR MAX TYP
3" CLR MAX TYP
3" CLR MAX TYP
SIDE-MOUNTED RAILING
18.27"
18.27"
FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION AND PLACEMENT 1 S-08
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 62 of 115
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 3:12 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-S11 THRU S14 RAILING.dwgPlotted by: Bob Sherwood 45 95
IMPROVEMENT PLANS FOR:
PLATFORM RAILING PLAN 2
CIP #3896 529-8SC
RS
CM
S-12
N2 MAPLE AVE MIDDLE LANDING RAILING PLAN
1"=2' 0 4'2'
N1 MAPLE AVE UPPER LANDING RAILING PLAN
1"=2' 0 4'2'
N3 MAPLE AVE LOWER LANDING RAILING PLAN
1"=2' 0 4'2'
12"
GUARDRAIL
R=4.75" FOR HANDRAIL
1.5" DIAM. HANDRAILGUARDRAIL
8.5" TYP
12" CL TO TOP STAIR NOSING
5'-5" CLR STAIR WALKING WIDTH TYP
1.5" DIAM. HANDRAIL
S-08
5 18.27"3'-0"
2x2 POST
L PIER AND PLATFORMC
S-09
3 3'-0"
3'-0"
18.27"
R=4.75" FOR HANDRAIL
BOTTOM CONCRETE
STAIR ABOVE LANDING
1.5" DIAM. HANDRAIL
1.5" DIAM. HANDRAIL
S-08
2 GUARDRAIL
PLATFORM RAILING
PLATFORM RAILING
GUARDRAIL
8.5" TYP
12" CL TO TOP STAIR NOSING
5'-5" CLR STAIR WALKING WIDTH TYP
S-08
3 18.27"3'-0"
2x2 POST
L PIER AND PLATFORMC
S-09
3 18.27"
3'-0"
3'-0"
17.12"
PLATFORM RAILING
PLATFORM RAILING
16.5" 21"
S-09
3 18.27"
3'-0"
3'-0"
1.5" DIAM. HANDRAIL
8.5" TYP12" CL TO TOP STAIR NOSING
5'-5" CLR STAIR WALKING WIDTH TYP
S-08
3 R=4.75" FOR HANDRAIL
1.5" DIAM. HANDRAIL
S-08
2 PLATFORM RAILINGGUARDRAIL
PLATFORM RAILING
L PIER AND PLATFORMC
4 S-08
4 S-08
BOTTOM CONCRETE
STAIR ABOVE LANDING
4 S-08
1.5" DIAM. HANDRAIL
GUARDRAIL
GUARDRAIL
SIDE-MOUNTED RAILING
TOP-MOUNTED RAILING
12"
1.5" DIAM. HANDRAIL
21"
21"
3" CLR MAX TYP
3" CLR MAX TYP
3" CLR MAX TYP
18.27"
18.27"
FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION AND PLACEMENT S-08
1 Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 63 of 115
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 3:13 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-S11 THRU S14 RAILING.dwgPlotted by: Bob Sherwood 46 95
IMPROVEMENT PLANS FOR:
RAILING PLAN 3
CIP #3896 529-8SC
RS
CM
S-13
N2 CHERRY AVE MIDDLE LANDING RAILING PLAN
1"=2' 0 4'2'
N1 CHERRY AVE UPPER LANDING RAILING PLAN
1"=2' 0 4'2'
N3 CHERRY AVE LOWER LANDING RAILING PLAN
1"=2' 0 4'2'
12"
R=4.75" FOR HANDRAIL
1.5" DIAM. HANDRAIL
GUARDRAIL
GUARDRAIL
1.5" DIAM. HANDRAIL
8.5" TYP
12" CL TO TOP STAIR NOSING
5 S-08
18.27"
3'-0"
3'-0"
3 S-09
2x2 POST
PLATFORM RAILING
L PIER AND PLATFORMC
L PIER AND PLATFORMC
2 S-08
R=4.75" FOR HANDRAIL
1.5" DIAM. HANDRAIL GUARDRAIL
GUARDRAIL
3'-0"
3'-0"
18.27"
3 S-09
2x2 POST
PLATFORM RAILING
8.5" TYP
18.27"
3'-0"
R=4.75" FOR HANDRAIL
8.5" TYP
1.5" DIAM. HANDRAIL
BOTTOM CONCRETE
STAIR ABOVE LANDING
12" CL TO TOP STAIR NOSING
5'-5" CLR STAIR WALKING WIDTH TYP
3 S-08
4 S-08
4 S-08
4 S-08
2 S-08
3 S-08
12" CL TO TOP STAIR NOSING
5'-5" CLR STAIR
WALKING WIDTH
TOP-MOUNTED RAILING
TOP-MOUNTED RAILING
R=4.75" TYP
HANDRAIL
GUARDRAIL
GUARDRAIL
1.5" DIAM. HANDRAIL
1.5" DIAM. HANDRAIL
PLATFORM RAILING
PLATFORM RAILING
GUARDRAIL
GUARDRAIL
1.5" DIAM. HANDRAIL
1.5" DIAM. HANDRAIL
18.27"
3'-0"
21"
21"
12"
3" CLR MAX TYP
3" CLR MAX TYP
18.27"
18.27"
FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION AND PLACEMENT S-08
1 3
S-08
5'-5" CLR STAIR WALKING WIDTH TYP
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 64 of 115
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 3:14 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-S11 THRU S14 RAILING.dwgPlotted by: Bob Sherwood 47 95
IMPROVEMENT PLANS FOR:
PLATFORM RAILING PLAN 4
CIP #3896 529-8SC
RS
CM
S-14
N2 HEMLOCK AVE MIDDLE LANDING RAILING PLAN
1"=2' 0 4'2'
N1 HEMLOCK AVE UPPER LANDING RAILING PLAN
1"=2' 0 4'2'
N3 HEMLOCK AVE LOWER LANDING RAILING PLAN
1"=2' 0 4'2'
12"
GUARDRAIL
1.5" DIAM. HANDRAIL
GUARDRAIL
8.5" TYP
12" CL TO TOP STAIR NOSING
1.5" DIAM. HANDRAIL
4 S-08
5 S-08
5'-5" CLR STAIR WALKING WIDTH TYP
18.27"3'-0"2x2 POST
L PIER AND PLATFORMC
18.27"
3'-0"
3'-0"
PLATFORM RAILING
PLATFORM RAILING
3 S-09 BOTTOM CONCRETE
STAIR ABOVE LANDING
2 S-08
1.5" DIAM. HANDRAIL
GUARDRAIL
GUARDRAIL
R=4.75" FOR HANDRAIL
R=4.75" FOR HANDRAIL
1.5" DIAM. HANDRAIL
12" CL TO TOP STAIR NOSING
1.5" DIAM. HANDRAIL
GUARDRAIL
S-08
4 3
S-08
3'-0"
3'-0"
18.27"
PLATFORM RAILING
PLATFORM RAILING
L PIER AND PLATFORMC
3 S-09
3'-0"
3'-0"
18.27"
3 S-09
2x2 POST
2x2 POST
PLATFORM RAILING
2 S-08
3 S-08
8.5" TYP
12" CL TO TOP STAIR NOSING
5'-5" CLR STAIR
WALKING WIDTH
L PIER AND PLATFORMC
3'-0"
18.27"
3'-0"
18.27"
PLATFORM RAILING
BOTTOM CONCRETE
STAIR ABOVE LANDING
R=4.75" FOR HANDRAIL
GUARDRAIL
GUARDRAILGUARDRAIL
GUARDRAILGUARDRAIL
1.5" DIAM. HANDRAIL
1.5" DIAM. HANDRAIL
TOP-MOUNTED RAILING TOP-MOUNTED RAILING
5'-5" CLR STAIR
WALKING WIDTH
12"
1.5" DIAM. HANDRAIL
21"
21"
3" CLR MAX TYP
3" CLR MAX TYP
3" CLR MAX TYP
18.27"
18.27"
18.27"
FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION AND PLACEMENT S-08
1 S-08
3 Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 65 of 115
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 3:18 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-S15 THRU S16.dwgPlotted by: Bob Sherwood 48 95
IMPROVEMENT PLANS FOR:
STRUCTURAL DETAILS 1
CIP #3896 529-8RR
RS
--
S-15
1 -
SYCAMORE AVE STAIRWAY - RETAINING WALL EXTENSION
NOT TO SCALE
2 -
MAPLE AVE STAIRWAY - RETAINING WALL EXTENSION
NOT TO SCALE
S/W FS MATCH EXIST
4 -
RETAINING WALL EXTENSION DETAIL
NOT TO SCALE
3 -
HEMLOCK AVE STAIRWAY - RETAINING WALL EXTENSION
NOT TO SCALE
1 1.5
8"
MATCH ADJACENT WALL HEIGHT
12"
1'-2"
6"
WWF 6x6 W2.9 x W2.9
4"
#4 @ 7" EW
3" CLR
3"
#4 @ 8 (3 TOT)
R=3"
6'-0"
8'-10"
(E) RETAINING WALL
(E) RETAINING WALL
(E) RETAINING WALL
(E) RETAINING WALL
(E) RETAINING WALL
(E) RETAINING WALL
(N) EDGE OF FOOTING
(N) EDGE OF FOOTING
(N) STAIRWAY CL
(N) STAIRWAY CL
(N) STAIRWAY CL
EJ & MATCH (E) S/W
(N) RETAINING WALL
(N) RETAINING WALL
(N) RETAINING WALL
EJ & MATCH (E) S/W
EJ & MATCH (E) S/W
9'-4"
10'
3'-10"
(N) EDGE OF FOOTING
9'-0"
4'-0"
6'-8"
NATIVE
BACKFILL
1 2" Ø WEEP HOLES
AT 24" O.C.
PERVIOUS BACKFILL
MAX
RETAINING WALL NOTES:
1. PROPOSED WALL SIMILAR TO AS-BUILT DRAWINGS
FOR EXISTING SHORT RETAINING WALL.
2. COLOR MATCH ADJACENT CONCRETE USING
DAVIS COLOR #5447 "MESA BLUFF" OR SIMILAR.
3. SEE STRUCTURAL GENERAL NOTE SHEET AND
PROJECT SPECIFICATIONS FOR SITE
PREPARATION AND WALL CONSTRUCTION.
4. DOWEL NEW RETAINING WALL INTO EXISTING
WALL WITH FOUR #4 x 24" SMOOTH DOWELS
EQUALLY SPACED IN VERTICAL WALL ABOVE
FOUNDATION.
EXISTING SLOPE GRADE
VARIES PER LOCATION
1'-4"
2'-6"
1/2" WIDE EJ
W/ FILLER
MATERIAL
CHAMFER TO MATCH ADJACENT WALL
1'-6"
(E) BACK OF RETAINING
WALL FOOTING
(E) BACK OF RETAINING
WALL FOOTING(E) BACK OF RETAINING
WALL FOOTING
(E) BACK OF RETAINING
WALL FOOTING
(E) BACK OF RETAINING
WALL FOOTING
(E) BACK OF
RETAINING WALL
FOOTING
5"
APPROX. 36" RETAINED HEIGHT
(FIELD VERIFY)
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 66 of 115
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 3:18 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-S15 THRU S16.dwgPlotted by: Bob Sherwood 49 95
IMPROVEMENT PLANS FOR:
STRUCTURAL DETAILS 2
CIP #3896 529-8RR
RS
--
S-16
NOT USED
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 67 of 115
VARIES
(N) SLAB ON GRADE
PRECAST CONC.
SIDEWALK SECTION
8'-0"'
5" CONC
TOPPING SLAB
PRECAST CONC
DOUBLE TEE BEAM
RECONSTRUCT CONCRETE SUPPORT BEAM
(E) SUPPORT PILE BEYOND
8'-0"
1/2" (#4) x 24" SMOOTH
DOWEL AT 30" OC
73 4" 53 4"
4"
2'-1"2" RADIUS
1/4" RADIUS (TYP)
1'-6"
MAXDOWELED EXPANSION
JOINT AT SLAB TRANSITION
3'-10"
(E) CURB AND GUTTER
TO REMAIN IN PLACE
2% MAX2% MAX
(N) CLSM BACKFILL (MATCH
SURROUNDING SOIL COLOR)
(E) SUPPORT BEAM BEYOND
5" THK CAB
SIDE-MOUNTED
RAILING PER
#5 @ 18"
EA WAY
3"
CLR MIN
(N) 9" THK CONC SLAB
ON GRADE PER PLAN
CONCRETE TOPPING SLAB
W/ 6x6-W2.9xW2.9 WWF
8"
TYP
8"
TYP
12"
(E) CONCRETE FLANGES
TO REMAIN BEAM W/
BEARING SEAT PER
(E) SUPPORT PILE REMAIN
REMOVE (E) CONCRETE
AND ROUGHEN SURFACE
AT CONCRETE JOINT
5" TOPPING SLAB
DOWELS AT EA SIDE TO MATCH
SIZE AND SPACING OF SLAB REINF
BEAM CL
PRECAST DOUBLE TEE
BEAM PER PRECAST MFR
12"
MIN TYP
18"
SLAB REINF PER PLAN
CONTROL JOINT EA SIDE
3"
CLR
TYP
#4 DOWELS @ 12" OC
W/ #4 T&B AT INFILL
CONCRETE
9"
(E) CONC STEM
REPLACED W/ (N)
PRESERVE (E) VERT REINF PLACE OR
REPLACE IN KIND BONDING NEW REINF
TO EXIST GRADE BEAM W/ EPOXY
ADHESIVE PER SPECIFICATIONS
1" GAP TYP
(N) CONCRETE DOUBLE TEE
BEAM PER PRECAST BEAM MFR
24"
#4 STIRRUP TIES EA HOOP EJ
(E) CONCRETE BEAM
4"
(3) ROWS OF #5 REINF
CONT AT TO BM (6 TOT)
(N) 7"x7"x3
4" THK
ELASTOMERIC
BEARING PAD
PRESERVE (E) VERT REINF PLACE OR
REPLACE IN KIND BONDING NEW REINF
TO EXIST GRADE BEAM W/ EPOXY
ADHESIVE PER SPECIFICATIONS
5"
BEAM CL
#4 DOWELS @ 12" OC W/ #4
T&B AT INFILL CONCRETE
(E) CONCRETE BEAM (E) SUPPORT PILE
SIDE-MOUNTED RAILING PER
2 S-09
#4 STIRRUP TIES EA HOOP
(3) ROWS OF #5 REINF
CONT AT TO BM (6 TOT)
#5 REINF (8 TOT)
#5 REINF (2 TOT)
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 3:22 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-S17 THRU S19.dwgPlotted by: Bob Sherwood 50 95
IMPROVEMENT PLANS FOR:
STRUCTURAL DETAILS 3
CIP #3896 529-8SC
RS
CM
N1
S-17
TYPICAL PRECAST SIDEWALK PLAN VIEW
1/2" = 1'-0" 0 4'2' 1'
2 S-17
A
_
TYPICAL CONCRETE PRECAST DOUBLE TEE SIDEWALK SECTION 34'-6"' ± (E) PIER FOUNDATION
BELOW
END OF SECTION
(N) SIDE-MOUNTED RAILING
2 S-17
CONC. GRADE BEAM
(E) BACK OF CURB
(E) PIER FOUNDATION
BELOW
BEGINNING OF SECTION
BEACH SIDE
CONC. GRADE BEAM
A
_
ELEVATED SIDEWALK SECTION
NTS
2 S-17
TYPICAL SECTION AT PILE CAP
NTS
3 S-17
TYPICAL PILE CAP AND BEARING SEAT
NTS
3 S-17
S-17
4 _
TYPICAL PILE CAP END ELEVATION
NTS
SUPPORT BEAM NOTES:
1. RECONSTRUCTION OF INVERTED T-BEAM SUPPORTS SIMILAR TO AS-BUILT DRAWINGS.
2. RECONSTRUCT INVERTED T-BEAM IN ITS ENTIRETY IF NOT ABLE TO CHIP OUT CONCRETE EFFECTIVELY TO REUSE FLANGES OF SUPPORT BEAM.
3. SEE SPECIFICATION SECTION 03 41 00 FOR LOADING AND PRECAST T-BEAM CONSTRUCTION.
EJ
2 S-17
3 S-17
2 S-09
EJEJ
PROPOSED CONSTRUCTION SEQUENCING:
RECONSTRUCTION OF THE ELEVATED SIDEWALK COULD POTENTIALLY OCCUR IN THE FOLLOWING MANNER:
1. REMOVE EXISTING SIDEWALK TO EXPOSE DOUBLE T-BEAMS
2. REMOVE DOUBLE T-BEAMS
3. CHIP OUT UPPER HALF OF INVERTED T-BEAM CAST ON TOP OF SUPPORT PILES
4. REPLACE BEARING PADS ON FLANGES OF INVERTED T-BEAMS
5. PLACE NEW PRECAST CONCRETE DOUBLE T-BEAMS ON INVERTED T-BEAMS
6. PLACE FORMWORK AROUND INTERSECTION OF T-BEAMS
7. CONSTRUCT CONCRETE CLOSURE POUR / UPPER HALF OF INVERTED T-BEAM
8. CONSTRUCT CONCRETE TOPPING SLAB ON TOP OF DOUBLE T-BEAMS ORIGINAL CONSTRUCTION SEQUENCING:
CONSTRUCTION OF THE ORIGINAL ELEVATED SIDEWALK CIRCA 1988 WAS SEQUENCED IN THE FOLLOWING MANNER:
1. 18-INCH CIDH REINFORCED CONCRETE SUPPORT PILES CAST IN TOP OF SLOPE
2. LOWER HALF OF CIP INVERTED T-BEAM CAST ON TOP OF SUPPORT PILE
3. BEARING PADS PLACED ON FLANGES OF INVERTED T-BEAMS
4. PRECAST CONCRETE DOUBLE T-BEAMS PLACED ON INVERTED T-BEAMS
5. FORMWORK PLACED AROUND INTERSECTION OF T-BEAMS
6. CONCRETE CLOSURE POUR / UPPER HALF OF INVERTED T-BEAM CONSTRUCTED
7. CONCRETE TOPPING SLAB CONSTRUCTED ON TOP OF DOUBLE T-BEAMS EJEJ
DOUBLE T-BEAM UNDER TOPPING SLAB
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 68 of 115
PRECAST CONC. SIDEWALK SECTION
ONE PIECE 14'-6"
3'-10" ±
(N) SLAB ON GRADE
6'-6"'
8"'
8"'8"'
8"'
CONC TOPPING
(E) CONCRETE GRADE BEAM
(E) SUPPORT PILE
(E) REINF. PROTECT IN PLACE
REMOVE EXIST CONC
& CLEAN (E) REBAR
(N) 7"x7"x3
4" THK ELASTOMERIC
BEARING PAD
BEAM CL
PRESERVE (E) VERT REINF PLACE OR
REPLACE IN KIND BONDING NEW REINF
TO EXIST GRADE BEAM W/ EPOXY
ADHESIVE PER SPECIFICATIONS
#4 DOWELS @ 12" OC W/ #4
T&B AT INFILL CONCRETE
EJ
6'-6"8'-0"3'-10"
(E) SUPORT BEAM BEYOND
2'-9"
(N) CLSM BACKFILL (MATCH
SURROUNDING SOIL COLOR)
SIDE-MOUNTED
RAILING PER
RECONSTRUCT CONC SUPPORT BEAM
5" CONC
TOPPING SLAB
4"
(E) CURB AND GUTTER
TO REMAIN IN PLACE
(E) SUPPORT PILE BEYOND(E) SUPPORT PILE BEYOND
2% MAX2% MAX
5" THK CAB
(N) 9" THK CONC SLAB
ON GRADE PER PLAN 1/2" (#4) x 24" SMOOTH
DOWEL AT 30" OC
DOWELED EXPANSION
JOINT AT SLAB TRANSITION
2% MAX
#5 @ 18"
EA WAY
3"
CLR MIN
CONCRETE TOPPING SLAB
W/ 6x6-W2.9xW2.9 WWF
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 3:21 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-S17 THRU S19.dwgPlotted by: Bob Sherwood 51 95
IMPROVEMENT PLANS FOR:
STRUCTURAL DETAILS 4
CIP #3896 529-8RR
RS
--
2 S-17
PRECAST CONC. SIDEWALK SECTION @ PLATFORMS 34'-6"' ±
(N) PRECAST CONC DOUBLE
TEE BEAM W/ CONC TOPPING.
(E) PIER FOUNDATION BELOW
2 S-17
(E) CONC. GRADE BEAM
(E) CONC. CURB
(E) PIER FOUNDATION BELOW
BEACH SIDE
(E) CONC GRADE BEAM
SIDE-MOUNTED RAILING SEE 2
S-09
0 4'2' 1'
℄ (E) GRADE BEAM
℄ (E) GRADE BEAM
A
_
(E) PIER FOUNDATION BELOW
(E) PIER FOUNDATION BELOW
CJ
EJ
2 S-18
2 S-18
1 -
TYPICAL PRECAST PLATFORM PLAN VIEW
1/2" = 1'-0"
2 S-18
SECTION AT BEAM SUPPORT
NTS
A
_
ELEVATED OVERLOOK SECTION
NTS
(N) LITHOCRETE OVER
PRECAST TEE BEAMS
2 S-18
S-18
SUPPORT BEAM NOTES:
1. RECONSTRUCTION OF INVERTED T-BEAM
SUPPORTS SIMILAR TO AS-BUILT DRAWINGS.
2. RECONSTRUCT INVERTED T-BEAM IN ITS
ENTIRETY IF NOT ABLE TO CHIP OUT CONCRETE
EFFECTIVELY TO REUSE SUPPORT BEAM.
3. SEE SPECIFICATION SECTION 03 41 00 FOR
LOADING AND PRECAST T-BEAM CONSTRUCTION.
3 S-18
2 S-09
EJEJ EJEJ
DOUBLE T-BEAM UNDER TOPPING SLAB
CJCJ CJ
DOUBLE T-BEAM UNDER TOPPING SLAB
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 69 of 115
9" REINF CONC SLAB
8'-0"
3"
CLR MIN
8"
1 2" THICK BEARING PAD
SIDE-MOUNTED OR
SURFACE-MOUNTED
RAILING PER PLAN VIEW
APPROX. 3'-10"
VARIES
(E) CURB AND GUTTER
TO REMAIN IN PLACE
2% MAX2% MAX
5" THK CAB
CONTROL JOINT
#5 @ 18" EA WAY
EXIST VERT CIP WALL
(N) 9" THK CONC SLAB
ON GRADE PER PLAN
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 3:20 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-S17 THRU S19.dwgPlotted by: Bob Sherwood 52 95
IMPROVEMENT PLANS FOR:
STRUCTURAL DETAILS 5
CIP #3896 529-8SC
RS
CM
BEACH SIDE
(N) SIDEWALK RAILING
0 4'2' 1'
A
_
CJ
1 -
TYPICAL ON GRADE SIDEWALK PLAN VIEW
1/2" = 1'-0"
A
_
ON GRADE SIDEWALK SECTION
NTS
(N) ELEVATED PLATFORM
EJ
(N) PLATFORM RAILING
(N) FACE OF UPPER SIDEWALK
CJ
S-19
EJ EJ
EJ
ON GRADE SIDEWALK ELEVATED SIDEWALK
CJ
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 70 of 115
CARLSBAD BLVD
CARLSBAD BLVD
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 3:35 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-E01 THRU E06.dwgPlotted by: Bob Sherwood N1 ELECTRICAL PLAN
1"=10' 0
MATCHLINE STA: 70+62 - SEE E-02
20'10'5'
53 95
IMPROVEMENT PLANS FOR:
ELECTRICAL PLAN 1
CIP #3896 529-8MM
MM
TM
E-01
MATCHLINE STA: 68+16.75
MATCHLINE STA: 68+16.75
(E) SDG&E TRANSFORMER
LABELED #D3659266373
SHEET GENERAL NOTES
1. PROTECT IN PLACE ALL UNDERGROUND CONDUITS THAT ARE ASSOCIATED WITH SDG&E TRANSFORMER AND STREET LIGHT CIRCUITING. CONDUIT ROUTINGS ARE SHOWN SCHEMATICALLY. NOT ALL PULLBOXES ARE SHOWN.
2. PROVIDE NEW LIGHT FIXTURE, P/N: ERL1014C530AGRAYLY, ON NEW BASE AND LIGHT POLE.
3. REPLACE ALL PULLBOXES AND WIRES BETWEEN TRANSFORMER #D3659266373 AND CHERRY AVENUE. PROTECT IN PLACE ANY PULLBOXES SOUTH OF CHERRY AVENUE, AND REPLACE WIRES.
(E) CONDUIT
(E) CONDUIT
SL1511
SL1510
(E) PULLBOX
(E) PULLBOX
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 71 of 115
CARLSBAD BLVD.
CARLSBAD BLVD.
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 3:35 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-E01 THRU E06.dwgPlotted by: Bob Sherwood MATCHLINE STA: 77+33 - SEE E-03
MATCHLINE STA: 70+62 - SEE E-01
54 95
IMPROVEMENT PLANS FOR:
ELECTRICAL PLAN 2
CIP #3896 529-8MM
MM
TM
E-02N1 ELECTRICAL PLAN
1"=10' 0 20'10'5'
MATCHLINE STA: 73+97.47
MATCHLINE STA: 73+97.47
(E) CONDUIT
(E) CONDUIT
SL1465
(E) PULLBOX
SL1549
(E) PULLBOX
SL1476 (E) PULLBOX(E) PULLBOX
(E) PULLBOX
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 72 of 115
CARLSBAD BLVD.
CARLSBAD BLVD.
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 3:36 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-E01 THRU E06.dwgPlotted by: Bob Sherwood MATCHLINE STA: 84+03 - SEE E-04
MATCHLINE STA: 77+33 - SEE E-02
55 95
IMPROVEMENT PLANS FOR:
ELECTRICAL PLAN 3
CIP #3896 529-8MM
MM
TM
E-03N1 ELECTRICAL PLAN
1"=10' 0 20'10'5'
MATCHLINE STA: 80+67.52
MATCHLINE STA: 80+67.52
(E) CONDUIT
SL1442
(E) PULLBOX
SL1499
(E) PULLBOX
(E) CONDUIT, NO WIRES
(E) CONDUIT
(E) MAPLE AVENUE
CROSSWALK LIGHTING
(E) PULL BOX
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 73 of 115
D
CARLSBAD BLVD.
FLOW
FLOW
FLOW
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 3:36 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-E01 THRU E06.dwgPlotted by: Bob Sherwood MATCHLINE STA: 84+03 - SEE E-03
56 95
IMPROVEMENT PLANS FOR:
ELECTRICAL PLAN 4
CIP #3896 529-8MM
MM
TM
MATCHLINE STA: 90+73 - SEE E-05
E-04
N1 ELECTRICAL PLAN
1"=10' 0 20'10'5'
MATCHLINE STA: 87+37.93
MATCHLINE STA: 87+37.93
(E) SDG&E TRANSFORMER
LABELED #D3596266425
(E) CONDUIT
(E) CONDUIT
SL1470
(E) PULLBOX
SL1423
(E) PULLBOX
(E) PULLBOX
(E) PULLBOX
SL1474 (E) PULLBOX
(E) PULLBOX
(E) CONDUIT,
NO WIRES
(E) CONDUIT
(N) CONDUIT ROUTED AROUND BIOFILTRATION BASIN
(E) CONDUIT TO BE REMOVED IF
INTERFERING WITH NEW BASIN
(E) CONDUIT
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 74 of 115
D
FLOW
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 3:37 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-E01 THRU E06.dwgPlotted by: Bob Sherwood MATCHLINE STA: 90+73 - SEE E-04
57 95
IMPROVEMENT PLANS FOR:
ELECTRICAL PLAN 5
CIP #3896 529-8MM
MM
TM
E-05
N1 ELECTRICAL PLAN
1"=10' 0 20'10'5'
MATCHLINE STA: 94+08.03 - SEE E-06
(E) CONDUIT (TYP.)
(E) CONDUIT (TYP.)
SL1495
(E) PULLBOX
SL1438
(E) PULLBOX
SL1492
(E) PULLBOX
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 75 of 115
CARLSBAD BLVD.
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 3:38 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-E01 THRU E06.dwgPlotted by: Bob Sherwood 58 95
IMPROVEMENT PLANS FOR:
ELECTRICAL PLAN 6
CIP #3896 529-8MM
MM
TM
E-06
MATCHLINE STA: 94+08.03 - SEE E-05
(E) CONDUIT (TYP.)
SL1467
(E) PULLBOX
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 76 of 115
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 3:38 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-E07.dwgPlotted by: Bob Sherwood 59 95
IMPROVEMENT PLANS FOR:
SINGLE LINE DIAGRAMS
CIP #3896 529-8MM
MM
TM
E-07
(E) UTILITY SERVICE
ELECTRICAL SINGLE LINE DIAGRAM 1
NO SCALE
240/120V, 1ɸ3W, 200A, 65KAIC
(E) UTILITY XFMR
D3659266373
SHEET GENERAL NOTES
1. ALL STREET LIGHTS ARE DUAL MAST ARM.
ELECTRICAL SINGLE LINE DIAGRAM 2
NO SCALE
SHEET KEYNOTES
1. UTILITY TRANSFORMER AND DISTRIBUTION PANEL LOCATED AT PINE AVENUE.
2. UTILITY TRANSFORMER LOCATED AT CHERRY AVENUE. DISTRIBUTION PANEL LOCATED AT TAMARACK AVENUE.
1 100A
2P
SL1510
(E) UTILITY SERVICE
208/120V, 3ɸ4W, 100A, 10KAIC
100A
3P
SL1511 SL1465 SL1549 SL1476 SL1442
(E) UTILITY XFMR
D3596266425 2
SL1474 SL1495 SL1438 SL1492 SL1467SL1470 SL1423
60A
2P
(E) PUMP
STATION
(E) DISTRIBUTION PANEL
(E) DISTRIBUTION PANEL
60A
3P
20A
1P
(E) PARKING
METER
(E) BATHROOM
SUB PANEL
M
M
SL1499
(E) PULLBOX
MAPLE AVE
CROSSWALK LIGHTING
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 77 of 115
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 3:39 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-E08.dwgPlotted by: Bob Sherwood
PANEL SCHEDULE
NO SCALE
60 95
IMPROVEMENT PLANS FOR:
ELECTRICAL SCHEDULES
CIP #3896 529-8MM
MM
TM
E-08
CONDUIT SCHEDULE
NO SCALE
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 78 of 115
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 3:41 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-E09.dwgPlotted by: Bob Sherwood 61 95
IMPROVEMENT PLANS FOR:
ELECTRICAL DETAILS
CIP #3896 529-8MM
MM
TM
E-09
1 -
STREETLIGHT REPLACEMENT DETAIL
NOT TO SCALE
REPLACE EXISTING STREETLIGHT
WITH AMERON CENTRECON M-SERIES
ROUND POLE, CATALOG NUMBER
MBR08, OR APPROVED EQUAL.
APPROX. 26'-3" FROM TOP OF SL TO BASE PLATE
BACK OF CURB
CHIP OUT EXISTING CONCRETE TO
EXPOSE BOLTS AND BASE PLATE
PROTECT EXISTING
CURB AND GUTTER
PROTECT EXIST STREETLIGHT
J-BOLTS AND FOUNDATION
CONSTRUCT NEW SIDEWALK
REPLACE EXISTING PULLBOX
PROTECT EXISTING
CONDUITS AND
CABLES
3 -
EXISTING DISTRIBUTION PANEL AT PINE AVE
NOT TO SCALE
4 -
EXISTING DISTRIBUTION PANEL AT TAMARACK AVE
NOT TO SCALE
SHEET KEYNOTES
1. PROVIDE NEW 15A CB. REFER TO E-08 FOR PANEL SCHEDULE. 1 1
18" CLR
TOP OF CURB FACE
TYP
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 79 of 115
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 3:46 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-TC01.dwgPlotted by: Bob Sherwood 62 90
IMPROVEMENT PLANS FOR:
TRAFFIC CONTROL NOTES AND LEGENDS
CIP #3896 529-8RS
LR
EH
TC-01
1. WORK HOURS TO BE RESTRICTED TO MONDAY TO FRIDAY FROM 8:30 AM TO 3:30 PM AND SATURDAYS FROM 8:00 AM TO SUNSET, EXCLUDING LEGAL HOLIDAYS, UNLESS APPROVED OTHERWISE.
2. PEDESTRIAN CONTROLS WILL BE PROVIDED AS SHOWN.
3. PEDESTRIANS SHALL BE PROTECTED FROM ENTERING THE EXCAVATION BY PHYSICAL BARRIERS DESIGNED, INSTALLED, AND MAINTAINED TO THE SATISFACTION OF THE CITY ENGINEER.
4. TEMPORARY "NO PARKING/TOW AWAY" SIGNS STATING THE DATE AND TIME OF PROHIBITION WILL BE POSTED 72 HOURS PRIOR TO COMMENCING WORK. CALL CARLSBAD POLICE DISPATCH AT (760) 931-2197 TO VALIDATE POSTING.
5. ACCESS WILL BE MAINTAINED TO ALL DRIVEWAYS UNLESS OTHER ARRANGEMENTS ARE MADE.
6. TRENCHES MUST BE BACKFILLED OR PLATED DURING NON-WORKING HOURS UNLESS K-RAIL BARRIERS ARE PROVIDED. K-RAIL IS APPROVED ONLY WHEN SPECIFICALLY SHOWN ON THE APPROVED TRAFFIC CONTROL PLAN.
PLATES SHALL HAVE CLEATS AND COLD MIX AT THE EDGES AS APPROVED BY THE CITY INSPECTOR.
7. STRIPING WILL BE REPLACED BY THE CONTRACTOR WITHIN 24 HOURS, IF REMOVED OR DAMAGED.
8. WORK THAT DISTURBS NORMAL TRAFFIC SIGNAL TIMING OPERATIONS SHALL BE COORDINATED WITH THE CITY OF CARLSBAD, 72 HOURS PRIOR TO COMMENCING WORK. CONTACT JIM MILTON AT [email protected] AND NESTOR MANGOHIG AT [email protected].
9. TRAFFIC SIGNALS SHALL REMAIN FULLY ACTUATED AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER OR THEIR REPRESENTATIVE. IF TRAFFIC SIGNAL LOOP DETECTORS ARE RENDERED INOPERATIVE BY THE PROPOSED WORK, VIDEO DETECTION SHALL BE USED TO PROVIDE ACTUATION.
10. FLAGGERS SHALL BE EQUIPPED WITH A WHITE HARD HAT, APPROPRIATE SAFETY VEST, AND A "STOP/SLOW" PADDLE ON A 5 FOOT STAFF.
11. ALL TRAFFIC CONTROL DEVICES MUST BE MAINTAINED 24 HOURS A DAY, 7 DAYS PER WEEK, BY THE CONTRACTOR.
12. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION).
13. TRAFFIC CONTROL PLAN SUBMITTALS ARE REQUIRED FOR EACH PHASE OF THE WORK IN THE DETAIL, FORMAT, AND QUALITY ILLUSTRATED ON THIS SHEET.
14. ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM VIEW OR COVERED WHEN NOT IN USE.
15. THE CITY ENGINEER OR THEIR REPRESENTATIVE HAS THE AUTHORITY TO INITIATE FIELD CHANGES TO INSURE PUBLIC SAFETY.
16. ALL WORK AFFECTING BUS STOPS SHALL BE COORDINATED WITH NORTH COUNTY TRANSIT DISTRICT. CONTRACTOR SHALL CALL NCTD AT (760) 967-2828 AT LEAST 72 HOURS IN ADVANCE OF STARTING WORK.
17. CHANGEABLE MESSAGE SIGNS SHALL BE USED IN ADVANCE OF TRAFFIC CONTROL ON MAJOR AND PRIME ARTERIALS, UNLESS OTHERWISE APPROVED. THESE SIGNS SHALL BE SHOWN ON THE TRAFFIC CONTROL PLAN.
1. AT LEAST ONE PERSON SHALL BE ASSIGNED TO FULL TIME MAINTENANCE OF TRAFFIC CONTROL DEVICES ON ALL NIGHT LANE CLOSURES.
2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFLECTORIZED AS SPECIFIED IN THE SPECIFICATIONS.
3. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR DAYTIME CLOSURES OF ALL MAJOR AND PRIME ARTERIALS. FLASHING BEACONS SHALL BE USED DURING NIGHT LANE CLOSURES.
4. A G20-2 "END ROAD WORK" SIGN SHALL BE PLACED AT THE END OF THE LANE CLOSURE.
5. ALL CONES USED FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED TRAFFIC CONES OR FITTED WITH 13" REFLECTIVE SLEEVES.
6. FLASHING ARROW SIGNS SHALL BE USED PER THE CALIFORNIA MUTCD. SILENT TYPE SHALL BE USED IN RESIDENTIAL AREAS.
7. THE MAXIMUM SPACING BETWEEN CONES IN A TAPER SHALL BE 30' FOR AN APPROACH SPEED OF 30 MPH AND 35' FOR AN APPROACH SPEED OF 35 MPH. THE MAXIMUM SPACING BETWEEN CONES IN A TANGENT SHALL BE 60' FOR AN APPROACH SPEED OF 30 MPH AND 70' FOR AN APPROACH SPEED OF 35 MPH.
8. ADDITIONAL ADVANCE FLAGGERS SHALL BE REQUIRED WHEN TRAFFIC QUEUES DEVELOP. FLAGGER STATIONS FOR WORK AT NIGHT SHALL BE ILLUMINATED AS NOTED IN SECTION 6G.20 OF MUTCD.
9. PLACE C30 (CA) "LANE CLOSED" SIGN AT 500'-1000' INTERVALS THROUGHOUT EXTENDED WORK AREAS.
10. ALL REQUIRED SIGNS THAT ARE TO BE LEFT IN PLACE OVER A WEEKEND OR HOLIDAY SHALL BE POST MOUNTED.
W20-1
(36"x36")
G20-2
(36"x18")
W6-3
(36"x36")
W4-2(L)
(36"x36")
C20(CA)(L)
(36"x36")
C30(CA)
(30"x30")
R9-9
(24"x12")
R3-5(R)
(30"x36")
R3-2
(36"x36")
M4-8a
(24"x18")
W1-7
(48"x24")
M4-9b(R)
(24"x30")
M4-9b(L)
(24"x30")
R9-11a(R)
(24"x12")
R1-2
(48"x48"x48")
R1-6
(12"x36")
W4-2(R)
(36"x36")
C20(CA)(R)
(36"x36")
W1-4(R)
(36"x36")
G20-5aP
(24"x18")
R2-1(20)
(30"x36")
W3-5(20)
(36"x36")
W3-5a(20)
(36"x36")
R4-7a
(24"x30")
W11-1
(30"x30")
W16-7PR
(24"x12")
WORK ZONE
DIRECTION OF TRAVEL
TEMPORARY PAVEMENT MARKING ARROW
PORTABLE SIGN
TRAFFIC CONES/DELINEATORS (SPACED AT 10')
FLASHING ARROW SIGN
TYPE III BARRICADE
PORTABLE CHANGEABLE MESSAGE SIGN
TEMPORARY "WATER-WALL" BARRIER
WITH REFLECTIVE MARKERS ON TOP
CRASH CUSHION
CONSTRUCTION STAGING AREA TRAILER
CRASH ATTENUATOR (ABSORB 350 SYSTEM)
FLAGGER
TEMPORARY STRIPING
SIGNALIZED INTERSECTION
CMS C9A(CA)
(36"x36")
N-3 (CA)
(18"x18")
W11-2
(36"x36")
M4-9(R)
(30"x24")
M4-9(L)
(30"x24")
M3-3
(12"x6")
W16-9P
(24"x12")
D3-1
(VARIESx12")
W1-4(L)
(36"x36")
R9-11(L)
(24"x18")
R9-11a(L)
(24"x12")
R9-10
(24"x12")
R9-10
(24"x12")
R26A(CA)
(24"x30")
R9-3a
(12"x18")
SC3(CA)
(36"x12")
R1-1
(36"x36")
R10-6(LT)
(24"x36")
W13-1P(20)
(18"x18") R49(CA)
(24"x12")
CONSTRUCTION SHALL BE PHASED TO MAINTAIN PUBLIC ACCESS TO THE BEACH OVER THE DURATION OF THE PROJECT. NO ONSITE WORK ALLOWED DURING THE SUMMER BETWEEN THE DAY BEFORE MEMORIAL DAY AND THE DAY AFTER LABOR DAY UNLESS AUTHORIZED IN ADVANCE BY THE CITY. ADDITIONALLY, THE EXISTING BEACH ACCESS
STAIRWAYS AND SIDEWALK MUST REMAIN IN SERVICE AND / OR THE NEW BEACH ACCESS STAIRWAYS AND SIDEWALK COMPLETED DURING THE SUMMER. SEE PROJECT SPECIFICATIONS FOR OTHER SPECIAL EVENT DATES TO BE AVOIDED, CONTRACTOR TO SUBMIT PHASING PLAN PRIOR TO CONSTRUCTION.
PHASE 1 OF THE CONSTRUCTION IS ANTICIPATED TO CONSIST OF REMOVAL AND REPLACEMENT OF THE ON-GRADE
UPPER SIDEWALK BETWEEN MAPLE AVENUE AND CHERRY AVENUE, THE ELEVATED CHERRY AVENUE STAIRWAY, THE ELEVATED HEMLOCK AVENUE STAIRWAY, AND RAILING BETWEEN MAPLE AVENUE AND TAMARACK AVENUE. PHASE 1 MAY BE SPLIT INTO PHASE 1A AND 1B TO ACCOMMODATE CONSTRUCTION OF THE INDIVIDUAL ELEVATED STAIRWAYS TO MEET SCHEDULING REQUIREMENTS.
PHASE 2 OF THE CONSTRUCTION IS ANTICIPATED TO CONSIST OF REMOVAL AND REPLACEMENT OF THE ELEVATED /
ON-GRADE UPPER SIDEWALK AND OVERLOOKS BETWEEN PINE AVENUE AND MAPLE AVENUE, THE SYCAMORE AVENUE STAIRWAY, THE MAPLE AVENUE STAIRWAY, AND ADJACENT SIDEWALKS AND RAILING. PHASE 2 MAY BE SPLIT INTO PHASE 2A AND 2B TO ACCOMMODATE PROCUREMENT OF PRECAST PANELS AND MINIMIZE AREAS AFFECTED BY TRAFFIC CONTROL MEASURES ASSOCIATED WITH THE WORK.
THE CONSTRUCTION STAGING AREA IS ANTICIPATED TO BE IN THE SAME LOCATION FOR ALL PHASES OF THE PROJECT AND REMOVED DURING THE SUMMER.
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 80 of 115
D
D
D
D
90' BICYCLE
SHIFTING TAPER
100'
BUFFER
6' MIN.
180'
MERGING TAPER
90'
SHIFTING TAPER
350'
350'
W20-1
W3-5(20)
C20(CA)(R)
W3-5a(20)
W4-2(R)
R2-1(20)
G20-5aP
C20(CA)(L)
G20-2
G20-2
82'
SHIFTING TAPER
100'
66+06
R9-11a(L)C30(CA)
C30(CA)
C30(CA)
R3-2
C30(CA)
R3-2
R3-5(R)100'
M4-9b(R)
R3-2
17'(7')
(10')
(10')
(10')
(10')
(11')
(7')
R2-1(20)
G20-5aP
G20-5aP
R4-7a
W11-1
W16-7P(R)
N-3(CA)
R3-5(R)
N-3(CA)
100'
W20-1
350'
REMOVE PAVEMENT MARKING
REMOVE PAVEMENT
MARKING AND INSTALL
THROUGH ARROW
CMS
CMS
1R10-6
R2-1(20)
D
D
D
D
D
D
G20-2
W20-1
90'
SHIFTING TAPER
R4-7a R4-7a
W20-1
G20-2
G20-2
100'
100'
R9-10
6' MIN.
6' MIN.
82'SHIFTING TAPER
66+06
67+00
68+00
69+00
70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 6' MIN.
R9-11a(L)
C30(CA)
C30(CA)
R3-5(R)
R3-5(R)
R3-2
W1-7
N-3(CA) (7')
10'
10'10'
10'
(7')10'
10'
(8')
R4-7a
W20-1
G20-5aP
R4-7a
180'
MERGING TAPER
50'
BUFFER
111'
BUFFER 350'
100'
"NO BEACH ACCESS AHEAD" SIGN
10'
10'
(7')
R9-9
R4-7a
100'
50'
BUFFER
W1-7
N-3(CA)
R4-7a R4-7a
C30(CA)
M4-9b(R)
N-3(CA)
REMOVE PAVEMENT
MARKING AND INSTALL
2 3
1 R9-9
C9A(CA)
R9-9
W1-7
R3-2
W6-3 R2-1(20)
4 R2-1(20)
W1-4(R)
W13-1P(20)
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 3:48 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-TC02 THRU TC03.dwgPlotted by: Bob Sherwood 63 90
IMPROVEMENT PLANS FOR:
PHASE 2A: TRAFFIC CONTROL PLAN 1
CIP #3896 529-8BS
LR
EH
0 80'40'
N
120' 160'
TC-02
CARLSBAD BLVD.
(SPEED LIMIT = 30 MPH)N
OAK AVE.
LINCOLN ST.
PINE AVE.
MATCHLINE STA: 66+50 - SEE BELOW
MATCHLINE STA: 66+50 - SEE ABOVE
MATCHLINE STA: 79+00 - SEE TC-03
WALNUT AVE. SYCAMORE AVE. CHESTNUT AVE.
W20-1
(36"x36")
G20-2
(36"x18")
W6-3
(36"x36")
C30(CA)
(30"x30")
PHASE 2A: TRAFFIC CONTROL PLAN
SCALE: 1" = 40'
CARLSBAD BLVD.
(SPEED LIMIT = 30 MPH)
R3-5(R)
(30"x36")
R3-2
(36"x36")
W1-7
(48"x24")
M4-9b(R)
(24"x30")
R9-11a(L)
(24"x12")
W4-2(R)
(36"x36")
C20(CA)(R)
(36"x36")
R2-1(20)
(30"x36")
W3-5(20)
(36"x36")
W3-5a(20)
(36"x36")
G20-5aP
(24"x18")
PHASE 2A: TRAFFIC CONTROL PLAN
SCALE: 1" = 40'
1. CONTRACTOR SHALL INSPECT AND REPAIR OR REINSTALL ALL
DAMAGED DELINEATORS OR TRAFFIC CONTROL DEVICES DAILY
2. CONTRACTOR SHALL BAG/COVER EXISTING SPEED LIMIT SIGNS IN
THE WORK AREAS
R9-9
(24"x12")
R4-7a
(24"x30")
W11-1
(30"x30")
W16-7PR
(24"x12")
MODIFY EXISTING TRAFFIC SIGNAL OPERATION AT CARLSBAD AND PINE TO TURN OFF LEFT TURN PHASE AND KEEP OTHER PHASES IN OPERATION INCLUDING PEDESTRIAN CROSSING DURING CONSTRUCTION. REPLACE SOUTHBOUND LEFT TURN SIGNAL HEAD ON A SIGNAL MAST ARM WITH A R/Y/G BALL SIGNAL HEAD. COVER ALL OTHER EXISTING LEFT TURN SIGNAL HEADS. AFTER CONSTRUCTION WORK, TRAFFIC SIGNAL SHALL REVERT TO NORMAL OPERATION. ANY
CABINET/SIGNAL MODIFICATIONS SHALL BE APPROVED AND TESTED BY THE CITY ENGINEER PRIOR TO RESTARTING SIGNAL OPERATIONS.
FLAGGER SHALL SAFELY GUIDE BICYCLISTS DURING CRANE ACTIVITIES.
COVER EXISTING RRFB DURING CONSTRUCTION.
TEMPORARY BUS STOP CLOSURE. THE CONTRACTOR SHALL COORDINATE WIT THE NORTH COUNTY TRANSIT DISTRICT.
1 2
3 TWO WEEKS PRIOR TO CONSTRUCTION
W O R K
O N
C A R L S B A D
X X / X X / X X
T O
X X / X X / X X
DURING CONSTRUCTION
W O R K
O N
C A R L S B A D
U S E
A L T
R O U T E S
TWO WEEKS PRIOR TO CONSTRUCTION
W O R K
O N
C A R L S B A D
X X / X X / X X
T O
X X / X X / X X
DURING CONSTRUCTION
W O R K
O N
C A R L S B A D
R T L A N E
C L O S E D
A H E A D
C20(CA)(L)
(36"x36")
W1-4(R)
(36"x36")
C9A(CA)
(36"x36")
N-3 (CA)
(18"x18")
WORK ZONE
DIRECTION OF TRAVEL
TEMPORARY PAVEMENT MARKING ARROW
PORTABLE SIGN
SURFACE-MOUNT DELINEATORS (SPACED AT 10')
FLASHING ARROW SIGN
TYPE III BARRICADE
PORTABLE CHANGEABLE MESSAGE SIGN
TEMPORARY "WATER-WALL" BARRIER
WITH REFLECTIVE MARKERS ON TOP
CRASH CUSHION
CONSTRUCTION STAGING AREA TRAILER
CRASH ATTENUATOR (ABSORB 350 SYSTEM)
FLAGGER
TEMPORARY STRIPING
SIGNALIZED INTERSECTION
CMS
R9-10
(24"x12")
4 R10-6(LT)
(24"x36")
W13-1P(20)
(18"x18")
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 81 of 115
D
D
D
D D
D D
D
D
D D
D
D D
350'
W4-2(L) C20(CA)(L) W20-1
CONSTRUCTION STAGING AREA
79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 R9-11(R)
6' MIN.
10'
(10')(10')
(10')
(10')
(5')(7')
R2-1(20)
G20-5aP
350' 350'
(10')
(10')
R2-1(20)
G20-5aP
6' MIN.
10'
(10')
(10')
(7')
6' MIN.
10'
(10')
(10')
(5')
6' MIN.
10'
(10')
(10')
(10')
(7')
6' MIN.
10'
100'
W20-1
G20-2
100'
W20-1 G20-2
CMS
W11-2
W16-9P
W11-2
W16-9P
TEMPORARY FENCE
R9-9
W11-1
W16-7P(R)
W11-1
W16-7P(R)
D D
D
G20-2
92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00
100+00
50'
DOWNSTREAM
TAPER
R1-2
R1-6 (10')
(10')
(10')
(7')
(10')
(10')
(7')
W11-2
W16-9P
(10')
(10')
(7')
R9-9
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 3:47 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-TC02 THRU TC03.dwgPlotted by: Bob Sherwood 64 90
IMPROVEMENT PLANS FOR:
PHASE 2A: TRAFFIC CONTROL PLAN (2 OF 2)
CIP #3896 529-8BS
LR
EH
N 0 80'40' 120' 160'
TC-03
MATCHLINE STA: 79+00 - SEE TC-02
CHERRY AVE.ACACIA AVE. JUNIPER AVE.MAPLE AVE.
CARLSBAD BLVD.
(SPEED LIMIT = 30 MPH)
MATCHLINE STA: 92+00 - SEE ABOVE
MATCHLINE STA: 92+00 - SEE BELOW
HEMLOCK AVE.
CARLSBAD BLVD.
(SPEED LIMIT = 30 MPH)
PHASE 2: DETOUR PLAN
SCALE: N.T.S.
N
CARLSBAD BLVD.
PINE AVE.
LINCOLN ST.
GARFIELD ST.
W20-2
M4-8a
W20-2
(36"x36")
M4-8a
(24"x18")
WALNUT AVE.
W20-1
(36"x36")
G20-2
(36"x18")
W4-2(L)
(36"x36")
C20(CA)(L)
(36"x36")
R1-2
(48"x48"x48")
R1-6
(12"x36")
R2-1(20)
(30"x36")
G20-5aP
(24"x18")
PHASE 2A: TRAFFIC CONTROL PLAN
SCALE: 1" = 40'
TAMARACK AVE.REDWOOD AVE.
R9-9
(24"x12")
TWO WEEKS PRIOR TO CONSTRUCTION
W O R K
O N
C A R L S B A D
X X / X X / X X
T O
X X / X X / X X
DURING CONSTRUCTION
W O R K
O N
C A R L S B A D
L T L A N E
C L O S E D
A H E A D
CMS
MAPLE AVE.
SYCAMORE
AVE.
CHESTNUT
AVE.
ACACIA AVE.
CHERRY AVE.
M4-9(L)
D3-1a
M4-9(R)
D3-1a
D3-1
M3-3
M4-9(L)
W11-2
(36"x36")
M4-9(R)
(30"x24")
M4-9(L)
(30"x24")
M3-3
(12"x6")
W16-9P
(24"x12")
D3-1
(VARIESx12")
WORK ZONE
DIRECTION OF TRAVEL
TEMPORARY PAVEMENT MARKING ARROW
PORTABLE SIGN
SURFACE-MOUNT DELINEATORS (SPACED AT 10')
FLASHING ARROW SIGN
TYPE III BARRICADE
PORTABLE CHANGEABLE MESSAGE SIGN
TEMPORARY "WATER-WALL" BARRIER
WITH REFLECTIVE MARKERS ON TOP
CRASH CUSHION
CONSTRUCTION STAGING AREA TRAILER
CRASH ATTENUATOR (ABSORB 350 SYSTEM)
FLAGGER
TEMPORARY STRIPING
SIGNALIZED INTERSECTION
CMS
SC3(CA)
(36"x12")
SC3(CA)
SC3(CA)
1. CONTRACTOR SHALL INSPECT AND REPAIR OR REINSTALL ALL
DAMAGED DELINEATORS OR TRAFFIC CONTROL DEVICES DAILY
2. CONTRACTOR SHALL BAG/COVER EXISTING SPEED LIMIT SIGNS IN
THE WORK AREAS
W11-1
(30"x30")
W16-7PR
(24"x12")
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 82 of 115
D
D
D
D
D
D
G20-2
W20-1
W20-1
G20-2 G20-2
100'
100'
100'
82'SHIFTING TAPER
66+06
67+00
68+00
69+00
70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 6' MIN.
6' MIN.
R9-11a(L)
C30(CA)
C30(CA)
R3-5(R)
R3-5(R)
R3-2
(7')
10'
10'
(7')
10'
10'10'
10'
(7')
(8')
W20-1
R2-1(15)
G20-5aP
C30(CA)
(10')
(10')
C30(CA)
W1-7
N-3(CA)
R4-7a
W6-3
R4-7a
R2-1(20)
90'
SHIFTING TAPER
R4-7a
R4-7a
50'
DOWNSTREAM
TAPER 50' BUFFER
350'
W20-1
W3-5(20) C20(CA)(R)
W3-5a(20)
W4-2(R)
R2-1(20)
G20-5aP350'
350'
180'MERGING TAPER
90' BUFFER
G20-2
(14')
(11')
(8')
R4-7a
R2-1(20)
M4-9b(L)
W1-4(L)
W13-1P(20)
W11-2
W16-9P
R9-9
1 R9-9
C9A(CA)
CMS
"NO BEACH ACCESS AHEAD" SIGN
W11-1
W16-7P
C30 (CA)
6' MIN.
R49(CA)(L)
W1-7
R3-2
2 R49(CA)(L)
W1-7
N-3(CA)
D
D
D
D D
D D
D
D
D D
D
D D
180'
MERGING TAPER 350'
350' 350'50'
BUFFER
W4-2(L) C20(CA)(L) W20-1
G20-2
CONSTRUCTION STAGING AREA
79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 R3-5(R)
R9-11a(R)
6' MIN. 6' MIN.
10'
(10')(10')
(10')
(10')
(5')
10'
6' MIN.
10' 10'
6' MIN.
10' 10'
(7')
R2-1(20)
G20-5aP
100'
W20-1
C30(CA)
90'
SHIFTING TAPER
50'
BUFFER
6' MIN.
10'10'
6' MIN.
G20-2
100'
W20-1
(10')
(10') (7')
6' MIN.
10'
(10')
(10')
(10')
(7')
6' MIN.
10'
(10')
(10')
(10')
(7')
R4-7a R4-7a
W11-2
W16-9P
CMSW1-4(R)
W13-1P(20)
W11-2
W16-9P
TEMPORARY FENCE
"NO BEACH ACCESS AHEAD" SIGN
W1-7
R3-2
W1-7
N-3(CA)
W1-7
N-3(CA)
R3-5(R)
W11-1
W16-7P(R)
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 3:49 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-TC04 THRU TC05.dwgPlotted by: Bob Sherwood 65 90
IMPROVEMENT PLANS FOR:
PHASE 2B: TRAFFIC CONTROL PLAN 1
CIP #3896 529-8BS
LR
EH
0 80'40'
N
120' 160'
TC-04
MATCHLINE STA: 79+00 - SEE BELOW
WALNUT AVE. SYCAMORE AVE. CHESTNUT AVE.
PHASE 2B: TRAFFIC CONTROL PLAN
SCALE: 1" = 40'
CARLSBAD BLVD.
(SPEED LIMIT = 30 MPH)
MATCHLINE STA: 79+00 - SEE ABOVE
CHERRY AVE.ACACIA AVE. JUNIPER AVE.MAPLE AVE.
CARLSBAD BLVD.
(SPEED LIMIT = 30 MPH)
MATCHLINE STA: 92+00 - SEE TC-05
PHASE 2B: TRAFFIC CONTROL PLAN
SCALE: 1" = 40'
N
1. CONTRACTOR SHALL INSPECT AND REPAIR OR REINSTALL ALL
DAMAGED DELINEATORS OR TRAFFIC CONTROL DEVICES DAILY
2. CONTRACTOR SHALL BAG/COVER EXISTING SPEED LIMIT SIGNS IN
THE WORK AREAS
R9-11a(R)
(24"x12")
W20-1
(36"x36")
G20-2
(36"x18")
W6-3
(36"x36")
W4-2(L)
(36"x36")
C20(CA)(L)
(36"x36")
C30(CA)
(30"x30")
R3-5(R)
(30"x36")
W4-2(R)
(36"x36")
C20(CA)(R)
(36"x36")
R2-1(20)
(30"x36")
W3-5a(20)
(36"x36")
G20-5aP
(24"x18")
R4-7a
(24"x30")
FLAGGER SHALL SAFELY GUIDE BICYCLISTS DURING CRANE ACTIVITIES TEMPORARY BUS STOP CLOSURE. THE CONTRACTOR SHALL COORDINATE WITH
THE NORTH COUNTY TRANSIT DISTRICT
1 TWO WEEKS PRIOR TO CONSTRUCTION
W O R K
O N
C A R L S B A D
X X / X X / X X
T O
X X / X X / X X
DURING CONSTRUCTION
W O R K
O N
C A R L S B A D
L T L A N E
C L O S E D
A H E A D
TWO WEEKS PRIOR TO CONSTRUCTION
W O R K
O N
C A R L S B A D
X X / X X / X X
T O
X X / X X / X X
DURING CONSTRUCTION
W O R K
O N
C A R L S B A D
U S E
A L T
R O U T E S
WORK ZONE
DIRECTION OF TRAVEL
TEMPORARY PAVEMENT MARKING ARROW
PORTABLE SIGN
TRAFFIC DELINEATORS (SPACED AT 10')
FLASHING ARROW SIGN
TYPE III BARRICADE
PORTABLE CHANGEABLE MESSAGE SIGN
TEMPORARY "WATER-WALL" BARRIER
WITH REFLECTIVE MARKERS ON TOP
CRASH CUSHION
CONSTRUCTION STAGING AREA TRAILER
CRASH ATTENUATOR (ABSORB 350 SYSTEM)
FLAGGER
TEMPORARY STRIPING
CMS
W3-5(20)
(36"x36")
W1-4(L)
(36"x36")
R9-9
(24"x12")
W1-7
(48"x24")
M4-9b(L)
(24"x30")
C9A(CA)
(36"x36")
N-3 (CA)
(18"x18")
W11-2
(36"x36")
W16-9P
(24"x12")
R9-11(L)
(24"x18")
W11-1
(30"x30")
W16-7PR
(24"x12")
R3-2
(36"x36")
2 W1-4(R)
(36"x36")
W13-1P(20)
(18"x18")
R49(CA)
(24"x12")
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 83 of 115
D
G20-2
92+00 93+00 94+00 95+00
(10')
(10')
(10')
(7')
(10')
(10') (5')
50'
DOWNSTREAM
TAPER
W11-2
W16-9P (7')
(10')
(10')
R1-2
R1-6
R26A(CA)
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 3:50 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-TC04 THRU TC05.dwgPlotted by: Bob Sherwood 66 90
IMPROVEMENT PLANS FOR:
PHASE 2B: TRAFFIC CONTROL PLAN (2 OF 2)
CIP #3896 529-8BS
LR
EH
PHASE 2B: TRAFFIC CONTROL PLAN
SCALE: 1" = 40'
N 0 80'40' 120' 160'
TC-05
MATCHLINE STA: 92+00 - SEE ABOVE
HEMLOCK AVE.
CARLSBAD BLVD.
(SPEED LIMIT = 30 MPH)
G20-2
(36"x18")
R1-2
(48"x48"x48")
R1-6
(12"x36")
1. CONTRACTOR SHALL INSPECT AND REPAIR OR REINSTALL ALL
DAMAGED DELINEATORS OR TRAFFIC CONTROL DEVICES DAILY
W11-2
(36"x36")
W16-9P
(24"x12")
WORK ZONE
DIRECTION OF TRAVEL
TEMPORARY PAVEMENT MARKING ARROW
PORTABLE SIGN
TRAFFIC DELINEATORS (SPACED AT 10')
FLASHING ARROW SIGN
TYPE III BARRICADE
PORTABLE CHANGEABLE MESSAGE SIGN
TEMPORARY "WATER-WALL" BARRIER
WITH REFLECTIVE MARKERS ON TOP
CRASH CUSHION
CONSTRUCTION STAGING AREA TRAILER
CRASH ATTENUATOR (ABSORB 350 SYSTEM)
FLAGGER
TEMPORARY STRIPING
CMS
R26A(CA)
(24"x30")
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 84 of 115
D
D
D
D D
D
D
D D
D
D
350'
W4-2(R)
R2-1(20)
G20-5aP
C20(CA)(R)
W3-5a(20)
W20-1
W3-5(20)
350' 350' 180'
MERGING TAPER
90' BICYCLE
SHIFTING TAPER
R9-11(L)
R9-10
M4-9b(R)
M4-9a(L)
(8')
(10')
(10')
(10')
10'
6' MIN.
(10')
10'
(10')
6' MIN.
R2-1(20)
G20-5aP
R2-1(20)
G20-5aP
R9-9 R9-9
R9-9
73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 C30(CA)
RELOCATE BUS STOP
CMS
1 R9-9
M4-9(R)
W11-1
W16-7P
D D
D D
D
D
D D
50'
DOWNSTREAM
TAPER
CONSTRUCTION STAGING AREA
R9-9
R9-10
M4-9b(L)
R9-10
M4-9b(R)
M4-9b(R)
M4-9b(L) M4-9b(L)
W20-1
(7')
(10')
(10')
(10')
10'
(10')
10'
6' MIN.
(10')
10'
(10')
R2-1(20)
G20-5aP
R2-1(20)
G20-5aP
R9-9
85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 6' MIN.
6' MIN.
R9-9
R9-9
1 1
R9-9
M4-9(R)
TEMPORARY FENCE
R9-9
TEMPORARY FENCE
W11-1
W16-7P(R)
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 3:51 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-TC06 THRU TC07.dwgPlotted by: Bob Sherwood 67 90
IMPROVEMENT PLANS FOR:
PHASE 1: TRAFFIC CONTROL PLAN 1
CIP #3896 529-8RS
LR
EH
PHASE 1: TRAFFIC CONTROL PLAN
SCALE: 1" = 40'
N
0 80'40' 120' 160'
TC-06
MATCHLINE STA: 84+50 - SEE BELOW
ACACIA AVE.MAPLE AVE.
CARLSBAD BLVD.
(SPEED LIMIT = 30 MPH)
MATCHLINE STA: 84+50 - SEE ABOVE
CHESTNUT AVE.SYCAMORE AVE.
CHERRY AVE. JUNIPER AVE.
CARLSBAD BLVD.
(SPEED LIMIT = 30 MPH)
HEMLOCK AVE. REDWOOD AVE.
MATCHLINE STA: 96+50 - SEE TC-07
W20-1
(36"x36")
R9-9
(24"x12")
M4-9b(R)
(24"x30")
W4-2(R)
(36"x36")
C20(CA)(R)
(36"x36")
R2-1(20)
(30"x36")
W3-5(20)
(36"x36")
W3-5a(20)
(36"x36")
G20-5aP
(24"x18")
1. CONTRACTOR SHALL INSPECT AND REPAIR OR REINSTALL ALL
DAMAGED DELINEATORS OR TRAFFIC CONTROL DEVICES DAILY
C30(CA)
(30"x30")
TWO WEEKS PRIOR TO CONSTRUCTION
W O R K
O N
C A R L S B A D
X X / X X / X X
T O
X X / X X / X X
DURING CONSTRUCTION
W O R K
O N
C A R L S B A D
R T L A N E
C L O S E D
A H E A D
COVER EXISTING RRFB DURING CONSTRUCTION1
R9-10
(24"x12")
M4-9(R)
(30"x24")
M4-9b(L)
(24"x30")
R9-11(L)
(24"x18")
WORK ZONE
DIRECTION OF TRAVEL
TEMPORARY PAVEMENT MARKING ARROW
PORTABLE SIGN
TRAFFIC DELINEATORS (SPACED AT 10')
FLASHING ARROW SIGN
TYPE III BARRICADE
PORTABLE CHANGEABLE MESSAGE SIGN
TEMPORARY "WATER-WALL" BARRIER
WITH REFLECTIVE MARKERS ON TOP
CRASH CUSHION
CONSTRUCTION STAGING AREA TRAILER
CRASH ATTENUATOR (ABSORB 350 SYSTEM)
FLAGGER
TEMPORARY STRIPING
CMS
W11-1
(30"x30")
W16-7PR
(24"x12")
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 85 of 115
D
D
D
D
D
R9-9
PARKING LOT
(10')
(10')97+00 98+00 99+00
100+00
101+00
102+00
(10')
(8') G20-2
R9-11
TEMPORARY FENCE
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date: Cad File No:19 September 2024 - 3:52 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-TC06 THRU TC07.dwgPlotted by: Bob Sherwood 68 90
IMPROVEMENT PLANS FOR:
PHASE 1: TRAFFIC CONTROL PLAN 2
CIP #3896 529-8RS
LR
EH
PHASE 1: TRAFFIC CONTROL PLAN
SCALE: 1" = 40'
N
0 80'40' 120' 160'
TC-07
MATCHLINE STA: 96+50 - SEE TC-06
CARLSBAD BLVD.
(SPEED LIMIT = 30 MPH)
TAMARACK AVE.
ROW
SEQUOIA AVE.
ROW
ROW
ROW
R9-9
(24"x12")
1. CONTRACTOR SHALL INSPECT AND REPAIR OR REINSTALL ALL
DAMAGED DELINEATORS OR TRAFFIC CONTROL DEVICES DAILY
G20-2
(36"x18")
R9-11
(24"x18")
WORK ZONE
DIRECTION OF TRAVEL
TEMPORARY PAVEMENT MARKING ARROW
PORTABLE SIGN
TRAFFIC DELINEATORS (SPACED AT 10')
FLASHING ARROW SIGN
TYPE III BARRICADE
PORTABLE CHANGEABLE MESSAGE SIGN
TEMPORARY "WATER-WALL" BARRIER
WITH REFLECTIVE MARKERS ON TOP
CRASH CUSHION
CONSTRUCTION STAGING AREA TRAILER
CRASH ATTENUATOR (ABSORB 350 SYSTEM)
FLAGGER
TEMPORARY STRIPING
CMS
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 86 of 115
D
D
D
D
CARLSBAD BOULEVARD
OCEAN STREET
NORTH
0feet 40
1" = 20' - 0"
206080
MATCHLINE, SEE SHEET LC-02
CITY OF CARLSBAD
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1 GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date:Cad File No: 19 June 2024 - 10:28 AMZ:\2018\018-010 Carlsbad Beach Access Repairs\Construction Documents\018-010-L-Construction.dwgPlotted by:Tim Henderson 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
06/21/2024
L I CENSED LANDSCAPE ARCHITECT
STATE
O
F
CA
L
IFORNI A
CHRISTOPHER L. LANGDON 4915
Renewal Date
Date
Signature
02/28/2025
95 KEYMAP (NOT TO SCALE)
LC-01LC-02LC-03LC-04LC-05LC-06
69 IMPROVEMENT PLANS FOR:
LANDSCAPE CONSTRUCTION PLAN 1
11146346 LC-01
J-01
P-01
J-02
MATERIALS SCHEDULE (PARTIAL)
KEYSYMBOLDESCRIPTION
P-01STANDARD GRAY CONCRETE:
MIX, STRENGTH, AND PROFILE
PER CIVIL PLANS
J-01EXPANSION JOINT
J-02CONTROL JOINT
REFER TO FULL MATERIALS AND FINISH SCHEDULE ON SHEET LC-07
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
SYMBOL DESCRIPTION
1GUARDRAIL BY CIVIL
KEYNOTES (SPECIFIC TO THIS SHEET)
2EXIST. FURNISHINGS, REFER TO CIVIL DRAWINGS
FOR REMOVAL, STORAGE AND RE-INSTALLATION
1 2
EXISTING
RESTROOM
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 87 of 115
D
D
D
D
CHESTNUT AVENUE
SYCAMORE AVENUE
WALNUT AVENUE
CARLSBAD BOULEVARD
MATCHLINE, SEE SHEET LC-03
MATCHLINE, SEE SHEET LC-01
NORTH
0feet 40
1" = 20' - 0"
206080
CITY OF CARLSBAD
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1 GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date:Cad File No: 19 June 2024 - 10:29 AMZ:\2018\018-010 Carlsbad Beach Access Repairs\Construction Documents\018-010-L-Construction.dwgPlotted by:Tim Henderson 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
06/21/2024
L I CENSED LANDSCAPE ARCHITECT
STATE
O
F
CA
L
IFORNI A
CHRISTOPHER L. LANGDON 4915
Renewal Date
Date
Signature
02/28/2025
95 P-02
KEYMAP (NOT TO SCALE)
LC-01LC-03LC-04LC-05LC-06 LC-02
70 IMPROVEMENT PLANS FOR:
LANDSCAPE CONSTRUCTION PLAN 2
11146346 LC-02
J-01
P-03
P-01
J-02
MATERIALS SCHEDULE (PARTIAL)
KEYSYMBOLDESCRIPTION
P-01
STANDARD GRAY CONCRETE:
MIX, STRENGTH, AND PROFILE
PER CIVIL PLANS
P-02LITHOCRETE CONCRETE PAVING
P-03
COLORED CONCRETE: MIX,
STRENGTH, AND PROFILE PER
CIVIL PLANS
J-01EXPANSION JOINT
J-02CONTROL JOINT
REFER TO FULL MATERIALS AND FINISH SCHEDULE ON SHEET LC-07
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
1GUARDRAIL BY CIVIL
KEYNOTES (SPECIFIC TO THIS SHEET)
2EXISTING UTILITIES TO REMAIN. PROTECT IN PLACE, TYP.
3EXISTING FURNISHINGS, REFER TO CIVIL DRAWINGS
FOR REMOVAL, STORAGE AND RE-INSTALLATION
P-02
J-02
1 2 3
LIMIT OF WORK
LIMIT OF WORK
SYMBOL DESCRIPTION
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 88 of 115
D
D
D
D
D
D
MAPLE AVENUE
ACACIA AVENUE
CARLSBAD BOULEVARD
NORTH
0feet 40
1" = 20' - 0"
206080
MATCHLINE, SEE SHEET LC-04
CITY OF CARLSBAD
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1 GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date:Cad File No: 19 June 2024 - 10:41 AMZ:\2018\018-010 Carlsbad Beach Access Repairs\Construction Documents\018-010-L-Construction.dwgPlotted by:Tim Henderson 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
06/21/2024
L I CENSED LANDSCAPE ARCHITECT
STATE
O
F
CA
L
IFORNI A
CHRISTOPHER L. LANGDON 4915
Renewal Date
Date
Signature
02/28/2025
95 MATCHLINE, SEE SHEET LC-02
KEYMAP (NOT TO SCALE)
71 IMPROVEMENT PLANS FOR:
LANDSCAPE CONSTRUCTION PLAN 3
11146346 LC-03
LC-01LC-03LC-04LC-05LC-06 LC-02
P-02
J-01
P-03
P-01
J-02
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
J-02
P-02
J-02
12 3
LIMIT OF WORK
LIMIT OF WORK
1GUARDRAIL BY CIVIL
KEYNOTES (SPECIFIC TO THIS SHEET)
2EXISTING UTILITIES TO REMAIN. PROTECT IN PLACE, TYP.
3EXISTING FURNISHINGS, REFER TO CIVIL DRAWINGS
FOR REMOVAL, STORAGE AND RE-INSTALLATION
SYMBOL DESCRIPTION
MATERIALS SCHEDULE (PARTIAL)
KEYSYMBOLDESCRIPTION
P-01
STANDARD GRAY CONCRETE:
MIX, STRENGTH, AND PROFILE
PER CIVIL PLANS
P-02LITHOCRETE CONCRETE PAVING
P-03
COLORED CONCRETE: MIX,
STRENGTH, AND PROFILE PER
CIVIL PLANS
J-01EXPANSION JOINT
J-02CONTROL JOINT
REFER TO FULL MATERIALS AND FINISH SCHEDULE ON SHEET LC-07 Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 89 of 115
D
D
D
D
D
D
D
D
D
CARLSBAD BOULEVARD
CHERRY
AVENUE
JUNIPER
AVENUE
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
DD
D
D D D
D
D
D
D
D
D
SI5&
NORTH
0feet 40
1" = 20' - 0"
206080
MATCHLINE, SEE SHEET LC-05
CITY OF CARLSBAD
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1 GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date:Cad File No: 26 June 2024 - 5:38 AMZ:\2018\018-010 Carlsbad Beach Access Repairs\Construction Documents\018-010-L-Construction.dwgPlotted by:Tim Henderson 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
06/21/2024
L I CENSED LANDSCAPE ARCHITECT
STATE
O
F
CA
L
IFORNI A
CHRISTOPHER L. LANGDON 4915
Renewal Date
Date
Signature
02/28/2025
95 MATCHLINE, SEE SHEET LC-03
72 IMPROVEMENT PLANS FOR:
LANDSCAPE CONSTRUCTION PLAN 4
11146346 LC-04
LC-01LC-03LC-04LC-05LC-06 LC-02
P-02
J-01
P-03
P-01
J-02
KEYMAP (NOT TO SCALE)
LIMIT OF WORK
LIMIT OF WORK LIMIT OF WORK
LIMIT OF WORK
J-02
1GUARDRAIL BY CIVIL
KEYNOTES (SPECIFIC TO THIS SHEET)
2EXISTING UTILITIES TO REMAIN. PROTECT IN PLACE, TYP.
3 4
3 1 2
4CONSTRUCTION STAGING AREA
LIMIT OF WORKLIMIT OF WORK
SYMBOL DESCRIPTION
EXISTING FURNISHINGS, REFER TO CIVIL DRAWINGS
FOR REMOVAL, STORAGE AND RE-INSTALLATION
MATERIALS SCHEDULE (PARTIAL)
KEYSYMBOLDESCRIPTION
P-01
STANDARD GRAY CONCRETE:
MIX, STRENGTH, AND PROFILE
PER CIVIL PLANS
P-02LITHOCRETE CONCRETE PAVING
P-03
COLORED CONCRETE: MIX,
STRENGTH, AND PROFILE PER
CIVIL PLANS
J-01EXPANSION JOINT
J-02CONTROL JOINT
REFER TO FULL MATERIALS AND FINISH SCHEDULE ON SHEET LC-07 J-01
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 90 of 115
D
D
CARLSBAD BOULEVARD
HEMLOCK
AVENUE
REDWOOD
AVENUE
NORTH
0feet 40
1" = 20' - 0"
206080
MATCHLINE, SEE SHEET LC-06
CITY OF CARLSBAD
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1 GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date:Cad File No: 19 June 2024 - 10:48 AMZ:\2018\018-010 Carlsbad Beach Access Repairs\Construction Documents\018-010-L-Construction.dwgPlotted by:Tim Henderson 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
06/21/2024
L I CENSED LANDSCAPE ARCHITECT
STATE
O
F
CA
L
IFORNI A
CHRISTOPHER L. LANGDON 4915
Renewal Date
Date
Signature
02/28/2025
95 MATCHLINE, SEE SHEET LC-04
KEYMAP (NOT TO SCALE)
73 IMPROVEMENT PLANS FOR:
LANDSCAPE CONSTRUCTION PLAN 5
11146346 LC-05
LC-01LC-03LC-04LC-05LC-06 LC-02
P-02
P-03
J-02
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
1 2
3 LIMIT OF WORK
LIMIT OF WORK
1GUARDRAIL BY CIVIL
KEYNOTES (SPECIFIC TO THIS SHEET)
2EXISTING UTILITIES TO REMAIN. PROTECT IN PLACE, TYP.
3EXISTING FURNISHINGS, REFER TO CIVIL DRAWINGS
FOR REMOVAL, STORAGE AND RE-INSTALLATION
SYMBOL DESCRIPTION
MATERIALS SCHEDULE (PARTIAL)
KEYSYMBOLDESCRIPTION
P-01
STANDARD GRAY CONCRETE:
MIX, STRENGTH, AND PROFILE
PER CIVIL PLANS
P-02LITHOCRETE CONCRETE PAVING
P-03
COLORED CONCRETE: MIX,
STRENGTH, AND PROFILE PER
CIVIL PLANS
J-01EXPANSION JOINT
J-02CONTROL JOINT
REFER TO FULL MATERIALS AND FINISH SCHEDULE ON SHEET LC-07 Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 91 of 115
D
D
SEQUOIA AVENUE
CARLSBAD BOULEVARD
TAMARACK
AVENUE
CHESTNUT AVENUE
SYCAMORE AVENUE
WALNUT AVENUE
PINE AVENUE
MAPLE AVENUE
ACACIA AVENUE
SEQUOIA AVENUE
CHINQUAPIN AVENUE
CARLSBAD BOULEVARD
OCEAN STREET
OCEAN STREET
CARLSBAD BOULEVARD
CARLSBAD BOULEVARD
CARLSBAD BOULEVARD
CARLSBAD BOULEVARD
CARLSBAD BOULEVARD
CHERRY
AVENUE
JUNIPER
AVENUE
HEMLOCK
AVENUE
REDWOOD
AVENUE
TAMARACK
AVENUE
NORTH
0feet 40
1" = 20' - 0"
2060 80
CITY OF CARLSBAD
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1 GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date:Cad File No: 19 August 2024 - 4:23 PMZ:\2018\018-010 Carlsbad Beach Access Repairs\Construction Documents\018-010-L-Construction.dwgPlotted by:Tim Henderson 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
06/21/2024
L I CENSED LANDSCAPE ARCHITECT
STATE
O
F
CA
L
IFORNI A
CHRISTOPHER L. LANGDON 4915
Renewal Date
Date
Signature
02/28/2025
95 MATCHLINE, SEE SHEET LC-05
KEYMAP (NOT TO SCALE)
74 IMPROVEMENT PLANS FOR:
LANDSCAPE CONSTRUCTION PLAN 6
11146346 LC-06
LC-01LC-03LC-04LC-05LC-06 LC-02
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
EXISTING
RESTROOM
SYMBOL DESCRIPTION
1"NO WORK IN THIS AREA, PROTECT-IN-PLACE"
KEYNOTE (SPECIFIC TO THIS SHEET)
2 2CULTURAL-HISTORICAL BOUNDARY, "PROTECT-IN-PLACE"
1 Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 92 of 115
CITY OF CARLSBAD
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1 GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date:Cad File No: 19 August 2024 - 11:47 AMZ:\2018\018-010 Carlsbad Beach Access Repairs\Construction Documents\018-010-L-Construction.dwgPlotted by:Tim Henderson 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
06/21/2024
L I CENSED LANDSCAPE ARCHITECT
STATE
O
F
CA
L
IFORNI A
CHRISTOPHER L. LANGDON 4915
Renewal Date
Date
Signature
02/28/2025
95 75
IMPROVEMENT PLANS FOR:
LANDSCAPE CONSTRUCTION
NOTES & LEGEND
11146346 LC-07
MATERIALS AND FINISH SCHEDULE
KEYSYMBOLDESCRIPTIONCOLOR / FINISHREMARKSSUPPLIERSDETAIL P-01
STANDARD GRAY CONCRETE:
MIX, STRENGTH, AND PROFILE
PER CIVIL PLANS
COLOR: STANDARD GRAY
FINISH: MEDIUM BROOM
CONTRACTOR SHALL MAKE AN ALLOWANCE
FOR TWO (2) 4' x 4' CONCRETE MOCK-UPS. IF
THE FIRST MOCK-UP IS CHOSEN THEN THE
SECOND IS NOT NEEDED BUT IF THE FIRST IS
NOT CHOSEN THEN THE SECOND CONCRETE
MOCK-UP WILL BE REQUIRED, REFER
SPECIFICATIONS FOR OWNER'S
REPRESENTATIVE REVIEW AND APPROVAL
PRIOR TO INSTALLATION.
-PER
CIVIL
P-02LITHOCRETE CONCRETE PAVING
LITHOCRETE SAMPLE #21-029B-SD
(FROM THE OCEAN STREET BEACH ACCESS PROJECT)
AS PREPARED BY T.B. PENICK & SONS, INC.
COLOR: MESA BUFF
CONTRACTOR SHALL MATCH PHASE 1
INSTALLATION - THE OCEAN STREET BEACH
ACCESS. CONTRACTOR SHALL MAKE AN
ALLOWANCE FOR TWO (2) 4' x 4' CONCRETE
MOCK-UPS. IF THE FIRST MOCK-UP IS CHOSEN
THEN THE SECOND IS NOT NEEDED BUT IF THE
FIRST IS NOT CHOSEN THEN THE SECOND
CONCRETE MOCK-UP WILL BE REQUIRED,
REFER SPECIFICATIONS FOR OWNER'S
REPRESENTATIVE REVIEW AND APPROVAL
PRIOR TO INSTALLATION.
TB PENICK & SONS:
FRANK KLEMASKE
800-558-1800
TBPENICK.COM
-
P-03
COLORED CONCRETE:
MIX, STRENGTH, AND PROFILE
PER CIVIL PLANS
COLOR: MESA BUFF
FINISH: MEDIUM BROOM
CONTRACTOR SHALL MAKE AN ALLOWANCE
FOR TWO (2) 4' x 4' CONCRETE MOCK-UPS. IF
THE FIRST MOCK-UP IS CHOSEN THEN THE
SECOND IS NOT NEEDED BUT IF THE FIRST IS
NOT CHOSEN THEN THE SECOND CONCRETE
MOCK-UP WILL BE REQUIRED, REFER
SPECIFICATIONS FOR OWNER'S
REPRESENTATIVE REVIEW AND APPROVAL
PRIOR TO INSTALLATION.
DAVIS COLORS
WWW.DAVISCOLORS.COM
323-265-8323
PER
CIVIL
J-01EXPANSION JOINT---PER
CIVIL
J-02CONTROL JOINT---PER
CIVIL
LANDSCAPE CONSTRUCTION NOTES
1. PRIOR TO BIDDING, THE CONTRACTOR IS TO CONFIRM CONDITIONS IN THE FIELD AFFECTING THE
COMPLETION OF CONSTRUCTION WORK AND REPORT DISCREPANCIES TO THE OWNER'S REPRESENTATIVE / LANDSCAPE ARCHITECT.
2. PROTECT EXISTING UTILITIES, CURBS AND GUTTERS, LIGHTS, SIGNS, CATCH BASINS, STREET IMPROVEMENTS DURING CONSTRUCTION. ANY DAMAGED ITEMS SHALL BE REPLACED TO MATCH EXISTING AT CONTRACTORS OWN EXPENSE.
3. CONTRACTOR SHALL LAYOUT AND FIELD VERIFY ALL DIMENSIONS OF SITE ELEMENTS INCLUDING SCORELINES AND ALL RELATED WORK PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT.
THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO MAKE ADJUSTMENTS IN THE FIELD.
4. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALING OF DRAWINGS. ANGLES ARE AT 90 DEGREES UNLESS NOTED OTHERWISE.
5. WHERE CONFLICTS OCCUR BETWEEN GENERAL CONSTRUCTION NOTES, DRAWINGS AND ACTUAL FIELD CONDITIONS, NOTIFY RESIDENT ENGINEER FOR CLARIFICATION. FAILURE TO PROVIDE
NOTIFICATION MAY MAKE CONTRACTOR LIBEL FOR COSTS INCURRED TO RECTIFY THE DISCREPANCY.
6. CONTRACTOR TO CONSULT WITH THE OWNER'S REPRESENTATIVE, APPROPRIATE AGENCIES, DIG
ALERT, AND DRAWINGS TO VERIFY LOCATIONS OF UNDERGROUND UTILITIES, PIPES AND RELATED STRUCTURES. RESPONSIBILITY FOR COSTS INCURRED DUE TO DAMAGE OF THE UTILITIES, PIPES OR
STRUCTURES WILL BE THE RESPONSIBILITY OF THE CONTRACTOR IF PROPER VERIFICATION WAS NOT PERFORMED.
7. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION OPERATIONS WHEN IT IS
OBVIOUS THAT UNKNOWN OBSTRUCTION AND GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING THE DESIGN PROCESS. CONTRACTOR SHALL BRING SUCH CONDITIONS TO ATTENTION OF RESIDENT ENGINEER IMMEDIATELY FOR RESOLUTION. CONTRACTOR TO ASSUME
FULL RESPONSIBILITY FOR COSTS INCURRED AND REQUIRED MODIFICATIONS DUE TO LACK OF PROVIDING SUCH NOTIFICATION.
8. IN ADDITION TO IMPROVEMENTS SHOWN ON PLANS, CONTRACTOR IS RESPONSIBLE FOR PROVIDING,
REPAIRING, AND/OR REPLACING LAWN, PLANTS, IRRIGATION, DG, AND ANY OTHER EXISTING IMPROVEMENTS DISTURBED BY CONSTRUCTION ACTIVITIES.
9. SEE CIVIL DRAWINGS FOR HARDSCAPE LAYOUT, GRADING, AND DRAINAGE INFORMATION.
10. ONLY EXPERIENCED ARCHITECTURAL CAST-IN-PLACE CONCRETE INSTALLERS, CERTIFIED TO INSTALL LITHOCRETE ARE ACCEPTABLE FOR THIS PROJECT. ACCEPTANCE OF CERTIFICATION WILL BE BASED ON PROOF OF CERTIFICATION, EXPERIENCE AND APPROVED SAMPLES AND MOCKUPS TO BE PROVIDED WITHIN 30 DAYS AFTER NOTICE TO PROCEED. IF TIMEFRAME IS EXCEEDED, SUITABLE EXPERIENCE IS NOT PROVIDED, OR MOCKUPS ARE UNACCEPTABLE - INSTALLER WILL NOT BE ELIGIBLE TO INSTALL PROJECT.
11. LITHOCRETE IS A PATENTED PAVING PROCESS. INSTALLATION OF LITHOCRETE SURFACE-SEEDED AGGREGATE MUST BE PERFORMED BY A LICENSED LITHOCRETE INSTALLER.
12. CONTACT LITHOCRETE AT 800-899-9921 FOR A LICENSED LITHOCRETE® INSTALLER IN PROJECT AREA.
13. REFER TO CIVIL FOR EXISTING SITE FURNISHINGS.
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 93 of 115
D
D
D
D
-0+00
1+00
2+00
3+00
4+00
1+00
2+00
3+00
2"
2"
1-1/2"
1-1/2"
1-1/2"
CARLSBAD BOULEVARD
OCEAN STREET
2"
1-1/2"
1-1/2"
1-1/2"
IRRIGATION LEGEND
SYMBOL
DESCRIPTION
EXISTING BALL VALVE
EXISTING REMOTE CONTROL VALVE
EXISTING DRIP REMOTE CONTROL VALVEEXISTING QUICK COUPLING VALVEEXISTING IRRIGATION CONTROLLER
EXISTING WATER METER
EXISTING BACKFLOW PREVENTER EXISTING MASTER VALVE
EXISTING FLOW METER
EXISTING MAINLINE, FIELD VERIFY
NO SYMBOLEXISTING LATERAL LINE, FIELD VERIFY
EXISTING WIRE CONDUIT EXISTING WIRE PULL BOXPROPOSED QUICK COUPLER VALVE
PROPOSED MAINLINE FOR QUICK COUPLERS
PROPOSED ISOLATION VALVE
CONNECT TO EXISTING IRRIGATION MAINLINEREVEGETATION PLANTING AREA, TYPICAL 2-1/2"
1-1/2"
FLOW
FLOW
FLOW
FLOW
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
DD
D
D D D
D
D
D
D
D
D
SI
5&
-0+00
1+00
2+00
3+00
4+00
5+006+007+008+009+0010+00
11+0012+0013+00
14+00
15+00
16+00
17+00
18+00
19+0020+0021+0022+0023+0024+0025+0026+00
27+0028+0029+00
30+00
31+00
32+00
33+00
34+00
35+00
36+00
37+00
38+00
39+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
13+00
14+00
15+0016+00
17+00
18+00
19+00
20+0021+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00
30+00
31+00
32+00
33+00
34+00
35+00
35+15
NORTH
0feet 40
1" = 20'
206080
MATCHLINE, SEE SHEET LI-02
CITY OF CARLSBAD
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1 GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date:Cad File No: 19 June 2024 - 12:34 PMZ:\2018\018-010 Carlsbad Beach Access Repairs\Construction Documents\018-010-L-Irrigation.dwgPlotted by:Tim Henderson 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
06/21/2024
L I CENSED LANDSCAPE ARCHITECT
STATE
O
F
CA
L
IFORNI A
CHRISTOPHER L. LANGDON 4915
Renewal Date
Date
Signature
02/28/2025
95 76
IMPROVEMENT PLANS FOR:
LANDSCAPE IRRIGATION PLAN 1
11146346 LI-01
IRRIGATION KEY NOTES
EXISTING SLOPE IRRIGATION WITH GEAR DRIVEN
ROTORS AND MULTI-STREAM ROTATOR HEADS ON
FIXED RISERS TO BE PROTECTED IN PLACE TO THE
MAXIMUM EXTENT POSSIBLE
POINT OF CONNECTION TO EXISTING UVR-PVC
PRESSURE MAINLINE TO EXTEND MAINLINE TO
PROPOSED QUICK COUPLERS FOR HAND WATERING
NEW PLANTINGS
CONNECT PROPOSED QUICK COUPLER VALVE TO
EXISTING UVR-PVC PRESSURE MAINLINE
PROPOSED QUICK COUPLER VALVE ON PROPOSED
EXTENDED UVR-PVC PRESSURE MAINLINE
EXISTING 1" GREY PVC CONDUIT FOR 2-WIRE CABLE
(RCVs ONLY)
QUICK COUPLER ON T-POST FENCE POST INSTALLED
AT TOP OF SLOPE. QUICK COUPLER SHALL BE WITHIN
12 INCHES OF THE TOP EDGE OF FINAL CONCRETE
SIDEWALK FOR EASY CONNECTION BY MAINTENANCE
PERSONNEL. (SEE DETAIL 'B' ON SHEET L1-10)
1 2
3 4
5 6
1 1
2 2
5 KEYMAP (NOT TO SCALE)
6 IRRIGATION NOTES:
1. EXISTING WATER SOURCE FOR NORTH END OF PROMENADE
EXISTING IRRIGATION IS SHARED WITH RESTROOM POTABLE WATER SUPPLY. INDIVIDUAL VALVES ARE WITH BATTERY OPERATED
CONTROLLERS. VERIFY IF MEDIAN PLANTER IRRIGATION IS ALSO ON THIS WATER SOURCE; PROTECT WATER SUPPLY LINE FROM
DISTURBANCE, TO THE MAXIMUM EXTENT POSSIBLE.
2. EXISTING IRRIGATION SYSTEMS SOUTH OF THE RESTROOM ON SHEET LI-01 ARE SERVED BY AN EXISTING 48 STATION CONTROLLER LOCATED AT THE TAMARACK BEACH RESTROOM ON SHEET LI-06.
VALVES 1 THRU 12 ARE CONVENTIONALLY WIRED, VALVES 13-30 ARE WITH 2-WIRE CABLE.
3. TWO (2) EXISTING POTABLE WATER SOURCES SERVE THE EXISTING 30 IRRIGATION VALVES ON THE 48 STATION CONTROLLER:
EXISTING VALVES 16 THRU 29 ARE SERVED BY AN EXISTING 2" WATER METER, BACKFLOW PREVENTER, PRESSURE REGULATOR, 1-1/2"
MASTER VALVE AND FLOW METER LOCATED ON SHEET LI-04.
EXISTING VALVES 12 THRU 15, AND 30 ARE SERVED BY AN EXISTING 2" WATER METER, BACKFLOW PREVENTER, PRESSURE REGULATOR, 1-1/2" MASTER VALVE AND FLOW METER LOCATED ON SHEET LI-06. 6 6
4 LI-01LI-02LI-03LI-04LI-05LI-06
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
EXISTING
RESTROOM
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 94 of 115
D
D
D
D
5+00
6+00
7+00
8+00
9+00
10+00
11+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
1-1/2"
1-1/2"
1-1/2"
CHESTNUT AVENUE
SYCAMORE AVENUE
WALNUT AVENUE
CARLSBAD BOULEVARD
1-1/2"
2"
2"
2"
IRRIGATION LEGENDSYMBOLDESCRIPTIONEXISTING BALL VALVEEXISTING REMOTE CONTROL VALVEEXISTING DRIP REMOTE CONTROL VALVE
EXISTING QUICK COUPLING VALVE
EXISTING IRRIGATION CONTROLLER
EXISTING WATER METER EXISTING BACKFLOW PREVENTEREXISTING MASTER VALVE
EXISTING FLOW METER
EXISTING MAINLINE, FIELD VERIFY
NO SYMBOLEXISTING LATERAL LINE, FIELD VERIFY
EXISTING WIRE CONDUIT
EXISTING WIRE PULL BOX
PROPOSED QUICK COUPLER VALVE PROPOSED MAINLINE FOR QUICK COUPLERSPROPOSED ISOLATION VALVE
CONNECT TO EXISTING IRRIGATION MAINLINE
REVEGETATION PLANTING AREA, TYPICAL
2-1/2"
1-1/2"
FLOW
FLOW
FLOW
FLOW
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
DD
D
D D D
D
D
D
D
D
D
SI5&
-0+00
1+00
2+00
3+00
4+00
5+006+007+008+009+0010+00
11+0012+0013+00
14+00
15+00
16+00
17+00
18+00
19+0020+0021+0022+0023+0024+0025+0026+00
27+0028+0029+00
30+00
31+00
32+00
33+00
34+00
35+00
36+00
37+00
38+00
39+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
13+00
14+00
15+0016+00
17+00
18+00
19+00
20+0021+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00
30+00
31+00
32+00
33+00
34+00
35+00
35+15
NORTH
0feet 40
1" = 20'
206080
MATCHLINE, SEE SHEET LI-03
CITY OF CARLSBAD
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1 GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date:Cad File No: 19 June 2024 - 12:34 PMZ:\2018\018-010 Carlsbad Beach Access Repairs\Construction Documents\018-010-L-Irrigation.dwgPlotted by:Tim Henderson 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
06/21/2024
L I CENSED LANDSCAPE ARCHITECT
STATE
O
F
CA
L
IFORNI A
CHRISTOPHER L. LANGDON 4915
Renewal Date
Date
Signature
02/28/2025
95 MATCHLINE, SEE SHEET LI-01
77 IMPROVEMENT PLANS FOR:
LANDSCAPE IRRIGATION PLAN 2
11146346 LI-02
1 1
KEYMAP (NOT TO SCALE) IRRIGATION NOTES:
1. EXISTING WATER SOURCE FOR NORTH END OF PROMENADE
EXISTING IRRIGATION IS SHARED WITH RESTROOM POTABLE WATER SUPPLY. INDIVIDUAL VALVES ARE WITH BATTERY OPERATED
CONTROLLERS. VERIFY IF MEDIAN PLANTER IRRIGATION IS ALSO ON THIS WATER SOURCE; PROTECT WATER SUPPLY LINE FROM
DISTURBANCE, TO THE MAXIMUM EXTENT POSSIBLE.
2. EXISTING IRRIGATION SYSTEMS SOUTH OF THE RESTROOM ON SHEET LI-01 ARE SERVED BY AN EXISTING 48 STATION CONTROLLER LOCATED AT THE TAMARACK BEACH RESTROOM ON SHEET LI-06.
VALVES 1 THRU 12 ARE CONVENTIONALLY WIRED, VALVES 13-30 ARE WITH 2-WIRE CABLE.
3. TWO (2) EXISTING POTABLE WATER SOURCES SERVE THE EXISTING 30 IRRIGATION VALVES ON THE 48 STATION CONTROLLER:
EXISTING VALVES 16 THRU 29 ARE SERVED BY AN EXISTING 2" WATER METER, BACKFLOW PREVENTER, PRESSURE REGULATOR, 1-1/2"
MASTER VALVE AND FLOW METER LOCATED ON SHEET LI-04.
EXISTING VALVES 12 THRU 15, AND 30 ARE SERVED BY AN EXISTING 2" WATER METER, BACKFLOW PREVENTER, PRESSURE REGULATOR, 1-1/2" MASTER VALVE AND FLOW METER LOCATED ON SHEET LI-06. 666666
IRRIGATION KEY NOTES
EXISTING SLOPE IRRIGATION WITH GEAR DRIVEN
ROTORS AND MULTI-STREAM ROTATOR HEADS ON
FIXED RISERS TO BE PROTECTED IN PLACE TO THE
MAXIMUM EXTENT POSSIBLE
POINT OF CONNECTION TO EXISTING UVR-PVC
PRESSURE MAINLINE TO EXTEND MAINLINE TO
PROPOSED QUICK COUPLERS FOR HAND WATERING
NEW PLANTINGS
CONNECT PROPOSED QUICK COUPLER VALVE TO
EXISTING UVR-PVC PRESSURE MAINLINE
PROPOSED QUICK COUPLER VALVE ON PROPOSED
EXTENDED UVR-PVC PRESSURE MAINLINE
EXISTING 1" GREY PVC CONDUIT FOR 2-WIRE CABLE
(RCVs ONLY)
QUICK COUPLER ON T-POST FENCE POST INSTALLED
AT TOP OF SLOPE. QUICK COUPLER SHALL BE WITHIN
12 INCHES OF THE TOP EDGE OF FINAL CONCRETE
SIDEWALK FOR EASY CONNECTION BY MAINTENANCE
PERSONNEL. (SEE DETAIL B ON IRRIGATION DETAIL
DRAWING NO. LI-10)
1 2
3 4
5 6
3 3
LI-01LI-02LI-03LI-04LI-05LI-06
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 95 of 115
D
D
D
D
D
D
12+00
13+00
14+00
15+00
16+00
17+00
18+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
2"
2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
MAPLE AVENUE
ACACIA AVENUE
CARLSBAD BOULEVARD
2"
IRRIGATION LEGENDSYMBOLDESCRIPTIONEXISTING BALL VALVEEXISTING REMOTE CONTROL VALVEEXISTING DRIP REMOTE CONTROL VALVE
EXISTING QUICK COUPLING VALVE
EXISTING IRRIGATION CONTROLLEREXISTING WATER METEREXISTING BACKFLOW PREVENTER
EXISTING MASTER VALVE
EXISTING FLOW METER
EXISTING MAINLINE, FIELD VERIFY
NO SYMBOL
EXISTING LATERAL LINE, FIELD VERIFY
EXISTING WIRE CONDUITEXISTING WIRE PULL BOXPROPOSED QUICK COUPLER VALVEPROPOSED MAINLINE FOR QUICK COUPLERS
PROPOSED ISOLATION VALVE
CONNECT TO EXISTING IRRIGATION MAINLINEREVEGETATION PLANTING AREA, TYPICAL 2-1/2"
1-1/2"
FLOW
FLOW
FLOW
FLOW
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
DD
D
D D D
D
D
D
D
D
D
SI5&
-0+00
1+00
2+00
3+00
4+00
5+006+007+008+009+0010+00
11+0012+0013+00
14+00
15+00
16+00
17+00
18+00
19+0020+0021+0022+0023+0024+0025+0026+00
27+0028+0029+00
30+00
31+00
32+00
33+00
34+00
35+00
36+00
37+00
38+00
39+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
13+00
14+00
15+0016+00
17+00
18+00
19+00
20+0021+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00
30+00
31+00
32+00
33+00
34+00
35+00
35+15
NORTH
0feet 40
1" = 20'
206080
MATCHLINE, SEE SHEET LI-04
CITY OF CARLSBAD
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1 GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date:Cad File No: 19 June 2024 - 12:35 PMZ:\2018\018-010 Carlsbad Beach Access Repairs\Construction Documents\018-010-L-Irrigation.dwgPlotted by:Tim Henderson 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
06/21/2024
L I CENSED LANDSCAPE ARCHITECT
STATE
O
F
CA
L
IFORNI A
CHRISTOPHER L. LANGDON 4915
Renewal Date
Date
Signature
02/28/2025
95 MATCHLINE, SEE SHEET LI-02
78 IMPROVEMENT PLANS FOR:
LANDSCAPE IRRIGATION PLAN 3
11146346 LI-03
11 5
5 5
KEYMAP (NOT TO SCALE) IRRIGATION NOTES:
1. EXISTING WATER SOURCE FOR NORTH END OF PROMENADE
EXISTING IRRIGATION IS SHARED WITH RESTROOM POTABLE WATER SUPPLY. INDIVIDUAL VALVES ARE WITH BATTERY OPERATED
CONTROLLERS. VERIFY IF MEDIAN PLANTER IRRIGATION IS ALSO ON THIS WATER SOURCE; PROTECT WATER SUPPLY LINE FROM
DISTURBANCE, TO THE MAXIMUM EXTENT POSSIBLE.
2. EXISTING IRRIGATION SYSTEMS SOUTH OF THE RESTROOM ON SHEET LI-01 ARE SERVED BY AN EXISTING 48 STATION CONTROLLER LOCATED AT THE TAMARACK BEACH RESTROOM ON SHEET LI-06.
VALVES 1 THRU 12 ARE CONVENTIONALLY WIRED, VALVES 13-30 ARE WITH 2-WIRE CABLE.
3. TWO (2) EXISTING POTABLE WATER SOURCES SERVE THE EXISTING 30 IRRIGATION VALVES ON THE 48 STATION CONTROLLER:
EXISTING VALVES 16 THRU 29 ARE SERVED BY AN EXISTING 2" WATER METER, BACKFLOW PREVENTER, PRESSURE REGULATOR, 1-1/2"
MASTER VALVE AND FLOW METER LOCATED ON SHEET LI-04.
EXISTING VALVES 12 THRU 15, AND 30 ARE SERVED BY AN EXISTING 2" WATER METER, BACKFLOW PREVENTER, PRESSURE REGULATOR, 1-1/2" MASTER VALVE AND FLOW METER LOCATED ON SHEET LI-06. 3 6
1 66
6 6
6 IRRIGATION KEY NOTES
EXISTING SLOPE IRRIGATION WITH GEAR DRIVEN
ROTORS AND MULTI-STREAM ROTATOR HEADS ON
FIXED RISERS TO BE PROTECTED IN PLACE TO THE
MAXIMUM EXTENT POSSIBLE
POINT OF CONNECTION TO EXISTING UVR-PVC
PRESSURE MAINLINE TO EXTEND MAINLINE TO
PROPOSED QUICK COUPLERS FOR HAND WATERING
NEW PLANTINGS
CONNECT PROPOSED QUICK COUPLER VALVE TO
EXISTING UVR-PVC PRESSURE MAINLINE
PROPOSED QUICK COUPLER VALVE ON PROPOSED
EXTENDED UVR-PVC PRESSURE MAINLINE
EXISTING 1" GREY PVC CONDUIT FOR 2-WIRE CABLE
(RCVs ONLY)
QUICK COUPLER ON T-POST FENCE POST INSTALLED
AT TOP OF SLOPE. QUICK COUPLER SHALL BE WITHIN
12 INCHES OF THE TOP EDGE OF FINAL CONCRETE
SIDEWALK FOR EASY CONNECTION BY MAINTENANCE
PERSONNEL. (SEE DETAIL B ON IRRIGATION DETAIL
DRAWING NO. LI-10)
1 2
3 4
5 6
3 3
LI-01LI-02LI-03LI-04LI-05LI-06
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 96 of 115
FLOW
FLOW
FLOW
D
D
D
D
D
D
D
D
D
2-1/2"
AT EXISTING VALVE LOCATION,
CONNECT EXISTING WIRE AND
INSTALL NEW SYSTEM
PROPOSED BIORETENTION BASIN
(SEE ENLARGED VIEW ABOVE)
1-1/2"
1-1/2"
1-1/2"
LL
L L R
RR
R
CARLSBAD BOULEVARD
31 1" 2
2-WIRE
SYSTEM
ADJUST EXISTING IRRIGATION SYSTEMS
(WITH TURF SPARY AND ROTOR HEADS) FOR
COMPLETE WATER COVERAGE WITHOUT
OVERLAP INTO BIORETENTION BASIN
2"
2-1/2"
2-1/2"
2"
CHERRY
AVENUE
JUNIPER
AVENUE
ADJUST EXISTING IRRIGATION SYSTEMS
(WITH TURF SPARY AND ROTOR HEADS) FOR
COMPLETE WATER COVERAGE WITHOUT
OVERLAP INTO BIORETENTION BASIN
IRRIGATION LEGENDSYMBOLDESCRIPTIONEXISTING BALL VALVEEXISTING REMOTE CONTROL VALVEEXISTING DRIP REMOTE CONTROL VALVE
EXISTING QUICK COUPLING VALVE
EXISTING IRRIGATION CONTROLLEREXISTING WATER METEREXISTING BACKFLOW PREVENTER
EXISTING MASTER VALVE
EXISTING FLOW METER
EXISTING MAINLINE, FIELD VERIFY
NO SYMBOL
EXISTING LATERAL LINE, FIELD VERIFYEXISTING WIRE CONDUITEXISTING WIRE PULL BOXPROPOSED QUICK COUPLER VALVE
PROPOSED MAINLINE FOR QUICK COUPLERS
PROPOSED ISOLATION VALVE
CONNECT TO EXISTING IRRIGATION MAINLINEREVEGETATION PLANTING AREA, TYPICAL 2-1/2"
1-1/2"
FLOW
FLOW
FLOW
FLOW
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
DD
D
D D D
D
D
D
D
D
D
-0+00
1+00
2+00
3+00
4+00
5+006+007+008+009+0010+00
11+0012+0013+00
14+00
15+00
16+00
17+00
18+00
19+0020+0021+0022+0023+0024+0025+0026+00
27+0028+0029+00
30+00
31+00
32+00
33+00
34+00
35+00
36+00
37+00
38+00
39+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
13+00
14+00
15+0016+00
17+00
18+00
19+00
20+0021+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00
30+00
31+00
32+00
33+00
34+00
35+00
35+15
LL
L L R
RR
R
SYMBOL DESCRIPTION
12" POP-UP MULTI-STREAM ROTARY
HEAD (IN SHRUB)
12" POP-UP MULTI-STREAM ROTARY
HEAD (IN SHRUB)
L
R
NORTH
0feet 40
1" = 20'
206080
MATCHLINE, SEE SHEET LI-05
CITY OF CARLSBAD
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1 GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date:Cad File No: 19 June 2024 - 12:35 PMZ:\2018\018-010 Carlsbad Beach Access Repairs\Construction Documents\018-010-L-Irrigation.dwgPlotted by:Tim Henderson 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
06/21/2024
L I CENSED LANDSCAPE ARCHITECT
STATE
O
F
CA
L
IFORNI A
CHRISTOPHER L. LANGDON 4915
Renewal Date
Date
Signature
02/28/2025
95 MATCHLINE, SEE SHEET LI-03
79 IMPROVEMENT PLANS FOR:
LANDSCAPE IRRIGATION PLAN 4
11146346 LI-04
5 1 1
9 7 8
5 5
7 7
KEYMAP (NOT TO SCALE) IRRIGATION NOTES:
1. EXISTING WATER SOURCE FOR NORTH END OF PROMENADE
EXISTING IRRIGATION IS SHARED WITH RESTROOM POTABLE WATER SUPPLY. INDIVIDUAL VALVES ARE WITH BATTERY OPERATED
CONTROLLERS. VERIFY IF MEDIAN PLANTER IRRIGATION IS ALSO ON THIS WATER SOURCE; PROTECT WATER SUPPLY LINE FROM
DISTURBANCE, TO THE MAXIMUM EXTENT POSSIBLE.
2. EXISTING IRRIGATION SYSTEMS SOUTH OF THE RESTROOM ON SHEET LI-01 ARE SERVED BY AN EXISTING 48 STATION CONTROLLER LOCATED AT THE TAMARACK BEACH RESTROOM ON SHEET LI-06.
VALVES 1 THRU 12 ARE CONVENTIONALLY WIRED, VALVES 13-30 ARE WITH 2-WIRE CABLE.
3. TWO (2) EXISTING POTABLE WATER SOURCES SERVE THE EXISTING 30 IRRIGATION VALVES ON THE 48 STATION CONTROLLER:
EXISTING VALVES 16 THRU 29 ARE SERVED BY AN EXISTING 2" WATER METER, BACKFLOW PREVENTER, PRESSURE REGULATOR, 1-1/2"
MASTER VALVE AND FLOW METER LOCATED ON SHEET LI-04.
EXISTING VALVES 12 THRU 15, AND 30 ARE SERVED BY AN EXISTING 2" WATER METER, BACKFLOW PREVENTER, PRESSURE REGULATOR, 1-1/2" MASTER VALVE AND FLOW METER LOCATED ON SHEET LI-06. 3 IRRIGATION KEY NOTES
EXISTING SLOPE IRRIGATION WITH GEAR DRIVEN
ROTORS AND MULTI-STREAM ROTATOR HEADS ON
FIXED RISERS TO BE PROTECTED IN PLACE TO THE
MAXIMUM EXTENT POSSIBLE
POINT OF CONNECTION TO EXISTING UVR-PVC
PRESSURE MAINLINE TO EXTEND MAINLINE TO
PROPOSED QUICK COUPLERS FOR HAND WATERING
NEW PLANTINGS
CONNECT PROPOSED QUICK COUPLER VALVE TO
EXISTING UVR-PVC PRESSURE MAINLINE
PROPOSED QUICK COUPLER VALVE ON PROPOSED
EXTENDED UVR-PVC PRESSURE MAINLINE
EXISTING 1" CONDUIT FOR 2-WIRE CABLE (RCVs ONLY)
QUICK COUPLER ON T-POST FENCE POST INSTALLED
AT TOP OF SLOPE. QUICK COUPLER SHALL BE WITHIN
12 INCHES OF THE TOP EDGE OF FINAL CONCRETE
SIDEWALK FOR EASY CONNECTION BY MAINTENANCE
PERSONNEL. (SEE DETAIL B ON IRRIGATION DETAIL
DRAWING NO. LI-10)
EXISTING 1" CONDUIT (CONVENTIONAL WIRE SYSTEM)
TO FLOW METER / MASTER VALVE RELOCATE INTACT
AND DOWNSLOPE TEMPORARILY UNTIL WALKWAY
CONSTRUCTION IS COMPLETE, THEN MOVE INTACT TO
TOP OF SLOPE
PROTECT IN PLACE EXISTING 2" WATER METER,
BACKFLOW PREVENTER, PRESSURE REGULATOR,
1-1/2" MASTER VALVE AND 1-1/2" FLOW METER
REDUCED PRESSURE BACKFLOW PREVENTER FOR
TURF AREA ONLY IRRIGATION SYSTEMS. SLOPE
IRRIGATION BACKFLOW PREVENTER ADDED LATER
1 2
3 4
5 6
7 8
9 33
2 6
6 6
ENLARGED VIEW
2 LI-01LI-02LI-03LI-04LI-05LI-06
LIMIT OF WORK
LIMIT OF WORK LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORKLIMIT OF WORK
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 97 of 115
FLOW
D
D
SI
5&
2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
2"
HEMLOCK AVENUE
REDWOOD AVENUE
CARLSBAD BOULEVARD
2"
IRRIGATION LEGEND
SYMBOL
DESCRIPTION
EXISTING BALL VALVE
EXISTING REMOTE CONTROL VALVE
EXISTING DRIP REMOTE CONTROL VALVEEXISTING QUICK COUPLING VALVEEXISTING IRRIGATION CONTROLLER
EXISTING WATER METER
EXISTING BACKFLOW PREVENTER EXISTING MASTER VALVE
EXISTING FLOW METER
EXISTING MAINLINE, FIELD VERIFY
NO SYMBOLEXISTING LATERAL LINE, FIELD VERIFY
EXISTING WIRE CONDUIT EXISTING WIRE PULL BOXPROPOSED QUICK COUPLER VALVE
PROPOSED MAINLINE FOR QUICK COUPLERS
PROPOSED ISOLATION VALVE
CONNECT TO EXISTING IRRIGATION MAINLINEREVEGETATION PLANTING AREA, TYPICAL 2-1/2"
1-1/2"
FLOW
FLOW
FLOW
FLOW
D
D
D
D
D
D
D
D
D
D
D
D
D
D
DD
D
DD
D
D D D
D
D
D
D
D
D
SI 5&
-0+00
1+00
2+00
3+00
4+005+006+007+008+009+0010+0011+0012+0013+0014+00
15+00
16+00
17+00
18+00
19+0020+0021+0022+00
23+0024+00
25+0026+00
27+0028+0029+00
30+00
31+00
32+00
33+00
34+00
35+00
36+00
37+00
38+00
39+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+0011+00
12+00
13+00
14+00
15+0016+00
17+00
18+00
19+00
20+0021+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00
30+00
31+00
32+00
33+00
34+00
35+00
35+15
NORTH
0feet 40
1" = 20'
206080
MATCHLINE, SEE SHEET LI-06
CITY OF CARLSBAD
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1 GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date:Cad File No: 19 June 2024 - 12:37 PMZ:\2018\018-010 Carlsbad Beach Access Repairs\Construction Documents\018-010-L-Irrigation.dwgPlotted by:Tim Henderson 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
06/21/2024
L I CENSED LANDSCAPE ARCHITECT
STATE
O
F
CA
L
IFORNI A
CHRISTOPHER L. LANGDON 4915
Renewal Date
Date
Signature
02/28/2025
95 MATCHLINE, SEE SHEET LI-04
80 IMPROVEMENT PLANS FOR:
LANDSCAPE IRRIGATION PLAN 5
11146346 LI-05
5 11
7 5
7 7
KEYMAP (NOT TO SCALE) IRRIGATION NOTES:
1. EXISTING WATER SOURCE FOR NORTH END OF PROMENADE
EXISTING IRRIGATION IS SHARED WITH RESTROOM POTABLE WATER SUPPLY. INDIVIDUAL VALVES ARE WITH BATTERY OPERATED
CONTROLLERS. VERIFY IF MEDIAN PLANTER IRRIGATION IS ALSO ON THIS WATER SOURCE; PROTECT WATER SUPPLY LINE FROM
DISTURBANCE, TO THE MAXIMUM EXTENT POSSIBLE.
2. EXISTING IRRIGATION SYSTEMS SOUTH OF THE RESTROOM ON SHEET LI-01 ARE SERVED BY AN EXISTING 48 STATION CONTROLLER LOCATED AT THE TAMARACK BEACH RESTROOM ON SHEET LI-06.
VALVES 1 THRU 12 ARE CONVENTIONALLY WIRED, VALVES 13-30 ARE WITH 2-WIRE CABLE.
3. TWO (2) EXISTING POTABLE WATER SOURCES SERVE THE EXISTING 30 IRRIGATION VALVES ON THE 48 STATION CONTROLLER:
EXISTING VALVES 16 THRU 29 ARE SERVED BY AN EXISTING 2" WATER METER, BACKFLOW PREVENTER, PRESSURE REGULATOR, 1-1/2"
MASTER VALVE AND FLOW METER LOCATED ON SHEET LI-04.
EXISTING VALVES 12 THRU 15, AND 30 ARE SERVED BY AN EXISTING 2" WATER METER, BACKFLOW PREVENTER, PRESSURE REGULATOR, 1-1/2" MASTER VALVE AND FLOW METER LOCATED ON SHEET LI-06. 2 IRRIGATION KEY NOTES
EXISTING SLOPE IRRIGATION WITH GEAR DRIVEN
ROTORS AND MULTI-STREAM ROTATOR HEADS ON
FIXED RISERS TO BE PROTECTED IN PLACE TO THE
MAXIMUM EXTENT POSSIBLE
POINT OF CONNECTION TO EXISTING UVR-PVC
PRESSURE MAINLINE TO EXTEND MAINLINE TO
PROPOSED QUICK COUPLERS FOR HAND WATERING
NEW PLANTINGS
CONNECT PROPOSED QUICK COUPLER VALVE TO
EXISTING UVR-PVC PRESSURE MAINLINE
PROPOSED QUICK COUPLER VALVE ON PROPOSED
EXTENDED UVR-PVC PRESSURE MAINLINE
EXISTING 1" GREY PVC CONDUIT FOR 2-WIRE CABLE
(RCVs ONLY)
QUICK COUPLER ON T-POST FENCE POST INSTALLED
AT TOP OF SLOPE. QUICK COUPLER SHALL BE WITHIN
12 INCHES OF THE TOP EDGE OF FINAL CONCRETE
SIDEWALK FOR EASY CONNECTION BY MAINTENANCE
PERSONNEL. (SEE DETAIL B ON IRRIGATION DETAIL
DRAWIING NO. LI-10)
EXISTING 1" CONDUIT (CONVENTIONAL WIRE SYSTEM)
TO FLOW METER / MASTER VALVE
1 2
3 4
5 6
7 4 4
4 66
1 LI-01LI-02LI-03LI-04LI-05LI-06 LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 98 of 115
D
32+00
33+00
34+00
35+00
32+00
33+00
34+00
35+00
1-1/2"
2"
CARLSBAD BOULEVARD
2"
TAMARACK
AVENUE
IRRIGATION LEGEND
SYMBOL DESCRIPTION
EXISTING BALL VALVEEXISTING REMOTE CONTROL VALVE
EXISTING DRIP REMOTE CONTROL VALVE
EXISTING QUICK COUPLING VALVE
EXISTING IRRIGATION CONTROLLER EXISTING WATER METEREXISTING BACKFLOW PREVENTER
EXISTING MASTER VALVE
EXISTING FLOW METER EXISTING MAINLINE, FIELD VERIFY
NO SYMBOL
EXISTING LATERAL LINE, FIELD VERIFYEXISTING WIRE CONDUIT
EXISTING WIRE PULL BOX
PROPOSED QUICK COUPLER VALVE
PROPOSED MAINLINE FOR QUICK COUPLERS PROPOSED ISOLATION VALVE
CONNECT TO EXISTING IRRIGATION MAINLINEREVEGETATION PLANTING AREA, TYPICAL 2-1/2"
1-1/2"
FLOW
FLOW
FLOW
FLOW
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
DD
D
D D D
D
D
D
D
D
D
SI5&
SI 5&
SI 5&
-0+00
1+00
2+00
3+00
4+00
5+006+007+008+009+0010+00
11+0012+0013+00
14+00
15+00
16+00
17+00
18+00
19+0020+0021+0022+0023+0024+0025+0026+00
27+0028+0029+00
30+00
31+00
32+00
33+00
34+00
35+00
36+00
37+00
38+00
39+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
13+00
14+00
15+0016+00
17+00
18+00
19+00
20+0021+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00
30+00
31+00
32+00
33+00
34+00
35+00
35+15
NORTH
0feet 40
1" = 20'
206080
CITY OF CARLSBAD
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1 GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date:Cad File No: 19 August 2024 - 4:22 PMZ:\2018\018-010 Carlsbad Beach Access Repairs\Construction Documents\018-010-L-Irrigation.dwgPlotted by:Tim Henderson 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
06/21/2024
L I CENSED LANDSCAPE ARCHITECT
STATE
O
F
CA
L
IFORNI A
CHRISTOPHER L. LANGDON 4915
Renewal Date
Date
Signature
02/28/2025
95 MATCHLINE, SEE SHEET LI-05
81 IMPROVEMENT PLANS FOR:
LANDSCAPE IRRIGATION PLAN 6
11146346 LI-06
7 10
11 9
5 1
1 8
5 KEYMAP (NOT TO SCALE)
IRRIGATION NOTES:
1. EXISTING WATER SOURCE FOR NORTH END OF PROMENADE
EXISTING IRRIGATION IS SHARED WITH RESTROOM POTABLE WATER SUPPLY. INDIVIDUAL VALVES ARE WITH BATTERY OPERATED
CONTROLLERS. VERIFY IF MEDIAN PLANTER IRRIGATION IS ALSO ON THIS WATER SOURCE; PROTECT WATER SUPPLY LINE FROM
DISTURBANCE, TO THE MAXIMUM EXTENT POSSIBLE.
2. EXISTING IRRIGATION SYSTEMS SOUTH OF THE RESTROOM ON SHEET LI-01 ARE SERVED BY AN EXISTING 48 STATION CONTROLLER LOCATED AT THE TAMARACK BEACH RESTROOM ON SHEET LI-06.
VALVES 1 THRU 12 ARE CONVENTIONALLY WIRED, VALVES 13-30 ARE WITH 2-WIRE CABLE.
3. TWO (2) EXISTING POTABLE WATER SOURCES SERVE THE EXISTING 30 IRRIGATION VALVES ON THE 48 STATION CONTROLLER:
EXISTING VALVES 16 THRU 29 ARE SERVED BY AN EXISTING 2" WATER METER, BACKFLOW PREVENTER, PRESSURE REGULATOR, 1-1/2"
MASTER VALVE AND FLOW METER LOCATED ON SHEET LI-04.
EXISTING VALVES 12 THRU 15, AND 30 ARE SERVED BY AN EXISTING 2" WATER METER, BACKFLOW PREVENTER, PRESSURE REGULATOR, 1-1/2" MASTER VALVE AND FLOW METER LOCATED ON SHEET LI-06. 9 IRRIGATION KEY NOTES
EXISTING SLOPE IRRIGATION WITH GEAR DRIVEN
ROTORS AND MULTI-STREAM ROTATOR HEADS ON
FIXED RISERS TO BE PROTECTED IN PLACE TO THE
MAXIMUM EXTENT POSSIBLE
POINT OF CONNECTION TO EXISTING UVR-PVC
PRESSURE MAINLINE TO EXTEND MAINLINE TO
PROPOSED QUICK COUPLERS FOR HAND WATERING
NEW PLANTINGS
CONNECT PROPOSED QUICK COUPLER VALVE TO
EXISTING UVR-PVC PRESSURE MAINLINE
PROPOSED QUICK COUPLER VALVE ON PROPOSED
EXTENDED UVR-PVC PRESSURE MAINLINE
EXISTING 1" CONDUIT FOR 2-WIRE CABLE (RCVs ONLY)
QUICK COUPLER AND T-POST FENCE POST INSTALLED
AT TOP OF SLOPE. QUICK COUPLER SHALL BE WITHIN
12 INCHES OF THE TOP EDGE OF FINAL CONCRETE
SIDEWALK FOR EASY CONNECTION BY MAINTENANCE
PERSONNEL. (SEE DETAIL B ON IRRIGATION DETAIL
DRAWING NO. LI-10)
EXISTING 1" CONDUIT (CONVENTIONAL WIRE SYSTEM)
TO FLOW METER / MASTER VALVE
EXISTING 2" POTABLE WATER METER, BACKFLOW
PREVENTER & PRESSURE REGULATOR (SHARED
DOMESTIC & IRRIGATION). SERVES IRRIGATION FROM
THE RESTROOM BLDG, NORTH TO HEMLOCK STREET
STAIRWAY STRUCTURE
PROTECT EXISTING DRIP SYSTEM IN PLANTER.
WHERE DISTURBED, REPLACE DAMAGED SECTION
WITH LIKE MATERIALS AS EXISTING.
EXISTING CALSENSE ET2000e 48 STA (12 STA USED)
PEDESTAL CONTROLLER ASSEMBLY WITH 40 STA HIT
LOGIC 2-WIRE CONVERTER KIT (STA 13 THROUGH 30
SERVED BY 2-WIRE CABLE IN CONDUIT) (18 STATIONS
AVAILABLE)
EXISTING PUMP STATION VAULT, FIELD VERIFY
1 2
3 4
5 6
7 8
9 10
11 2
LI-01LI-02LI-03LI-04LI-05LI-06
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
EXISTING
RESTROOM
SYMBOL DESCRIPTION
KEYNOTE (SPECIFIC TO THIS SHEET)
CULTURAL-HISTORICAL BOUNDARY, "PROTECT-IN-PLACE"
12 12
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 99 of 115
CITY OF CARLSBAD
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1 GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date:Cad File No: 19 June 2024 - 1:34 PMZ:\2018\018-010 Carlsbad Beach Access Repairs\Construction Documents\018-010-L-Irrigation.dwgPlotted by:Tim Henderson 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
06/21/2024
L I CENSED LANDSCAPE ARCHITECT
STATE
O
F
CA
L
IFORNI A
CHRISTOPHER L. LANGDON 4915
Renewal Date
Date
Signature
02/28/2025
95 82
IMPROVEMENT PLANS FOR:
LANDSCAPE IRRIGATION NOTES AND CALCS
11146346 LI-07
IRRIGATION NOTES
GENERAL NOTES:
1. IRRIGATION MAINLINE, WIRE, VALVES AND CONTROLLERS WHICH SERVE AREAS OUTSIDE OF THE PROJECT SITE SHALL REMAIN OPERATIONAL.
2. PROTECT IRRIGATION SYSTEMS TO REMAIN AND MAKE ANY ADJUSTMENTS NECESSARY AND AS DIRECTED ON PLANS FOR COMPLETE IRRIGATION COVERAGE. ANY DAMAGE TO EXISTING LANDSCAPE OR IRRIGATION
CAUSED BY OPERATIONS OF CONTRACTOR SHALL BE REPAIRED TO ORIGINAL CONDITION AT CONTRACTOR'S EXPENSE.
3. EXERCISE CARE WHEN TRENCHING AROUND EXISTING LANDSCAPE AND PROTECT EXISTING LANDSCAPE DURING ALL PHASES OF WORK. ALL DISTURBED AREAS SHALL MATCH APPEARANCE OF ADJACENT AREAS AT END OF WORK.
4. PRIOR TO ANY CONSTRUCTION, CONTACT AND COORDINATE WORK WITH CITY'S REPRESENTATIVE TO VERIFY
THE LOCATIONS OF ALL EXISTING IRRIGATION EQUIPMENT SUCH AS HEADS, VALVES, VALVE BOXES,
CONTROLLERS AND REMOTE CONTROL WIRING THAT MAY FALL ADJACENT TO, AND WITHIN THE LIMIT OF NEW CONSTRUCTION.
5. ASCERTAIN THE EXTENT OF ANY SIMULTANEOUS AND ESSENTIAL WORK BY OTHERS ON THE SITE.
CONTRACTORS SHALL COORDINATE THEIR OPERATIONS AND SHALL COOPERATE TO MINIMIZE INTERFERENCE.
6. CORRELATE AND CONFIRM DIMENSIONS AT THE JOB SITE, PRIOR TO START OF ANY WORK.
7. COORDINATE ALL 2-WIRE CABLE STUBOUTS WITH CITY'S REPRESENTATIVE PRIOR TO INSTALLING 2-WIRE CABLE.
8. THESE SYSTEMS ARE DESIGNED ACCORDING TO AN EXISTING STATIC WATER PRESSURE OF 40 PSI AVAILABLE AT THE EXISTING BACKFLOW IRRIGATION PREVENTER. A MINIMUM OF 88 PSI IS REQUIRED AT THE SPRINKLER HEADS. ENSURE ALL LANDSCAPED AREAS AFFECTED BY THIS CONSTRUCTION RECEIVE COMPLETE IRRIGATION COVERAGE.
9. VERIFY THE EXACT LOCATION AND THE EXISTING AVAILABLE WATER PRESSURE AT POINT OF CONNECTION PRIOR TO ORDERING ANY IRRIGATION MATERIALS AND PROCEEDING WITH INSTALLING IRRIGATION SYSTEM.
IF THE CONTRACTOR FAILS TO NOTIFY THE LANDSCAPE ARCHITECT SHOULD THE EXISTING AVAILABLE
WATER PRESSURE FOUND BE DIFFERENT, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CHANGES AND ADDITIONS THAT MAY OCCUR TO THE SYSTEMS.
10. IRRIGATION MAINLINE, SPRINKLERS AND EQUIPMENT ARE SHOWN DIAGRAMMATICALLY. MAINLINE AND VALVES SHALL NOT BE PLACED IN PAVED AREAS. INSTALL MAINLINE WHENEVER POSSIBLE 18" FROM WALKS, STAIRS, AND WALLS.
11. VERIFY EXACT LOCATION OF ALL UNDERGROUND UTILITIES, STRUCTURES, EXISTING IRRIGATION VALVES,
MAINLINE, CONTROL WIRES, LATERAL LINE AND SPRINKLER HEADS IN WORK AREA PRIOR TO START OF CONSTRUCTION. IF A CONFLICT EXISTS BETWEEN SUCH OBSTACLES AND THE PROPOSED WORK,
CONTRACTOR SHALL PROMPTLY NOTIFY LANDSCAPE ARCHITECT TO ARRANGE FOR RELOCATIONS IF REQUIRED WITHIN WORK AREA PRIOR TO START OF CONSTRUCTION.
12. INSTALL QUICK COUPLING VALVES AND REMOTE CONTROL VALVES ADJACENT TO WALKS AND CURBS (12" MAX. FROM SUCH EDGES) IN PLANTING AREAS WHENEVER POSSIBLE, AS NOTED PER PLANS AND AS DIRECTED BY CITY'S REPRESENTATIVE.
13. ALL LATERAL END RUNS ARE 3/4" SIZE UNLESS INDICATED OTHERWISE.
14. ALL SPRINKLER HEADS SHALL BE INSTALLED AND ADJUSTED TO KEEP WATER AND SPRAY OFF ALL PAVING, WALKS, NON-PLANTED AREAS, WALLS AND OTHER STRUCTURES, AT ALL TIMES.
15. UPRIGHT GROWING SHRUBS SHALL BE PLANTED NO CLOSER THAN 2 FEET FROM SPRINKLER HEADS, FROM SPRINKLER HEAD TO OUTSIDE EDGE OF SHRUB FOLIAGE.
16. ALL SPRINKLER HEADS SHALL BE ADJUSTED AS REQUIRED, AS TO HEIGHT, COVERAGE PATTERN OR
SPRINKLER HEAD ORIENTATION, SO AS NOT TO ALLOW BLOCKAGE OF SPRAY PATTERN BY PLANT MATERIAL THAT MAY IN TURN CAUSE PLANT DECLINE OR DEMISE.
17. ALL PLANTINGS SHALL BE FULLY WATERED IN UPON PLANTING. DO NOT RELY SOLELY UPON THE SPRINKLER SYSTEM. UTILIZE SUPPLEMENTAL HOSE WATERING AS REQUIRED, INITIALLY AND DURING THE PLANT
ESTABLISHMENT PERIOD, TO ENSURE ALL PLANTINGS RECEIVE ADEQUATE AND REGULAR WATER TO THE ENTIRE ROOT ZONE.
18. SUBSURFACE IRRIGATION SHALL BE USED TO IRRIGATE ANY VEGETATION WITHIN TWENTY-FOUR INCHES OF
AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA.
IRRIGATION WATER USE CALCULATIONS
REPAIR & REPLACE NOTES:
1. EXISTING IRRIGATION INFORMATION NOTED IS BASED ON FIELD SURVEY AND CITY'S REPRESENTATIVES INFORMATION AT THE SITE. THE EXACT LOCATION OF EXISTING EQUIPMENT MAY BE DIFFERENT FROM THAT SHOWN HEREON. PRIOR TO CONSTRUCTION OR EXCAVATION FIELD VERIFY ALL EXISTING LOCATIONS OF IRRIGATION EQUIPMENT AND LINES.
2. INSPECT THE PROJECT SITE PRIOR TO BEGINNING WORK, AND TO THE BEST OF ABILITIES, DETERMINE WHICH EXISTING IRRIGATION FACILITIES ARE AFFECTED BY CONSTRUCTION OF SITE IMPROVEMENTS.
3. TAKE APPROPRIATE ACTION PRIOR TO DEMOLITION AND CONSTRUCTION, TO ENSURE THAT EXISTING
PRESSURIZED WATER LINES, LATERAL LINES AND IRRIGATION CONTROL WIRES ARE PROPERLY DISCONNECTED, RELOCATED AND/OR CAPPED TO PREVENT WATER SPILLAGE OR POTENTIAL HAZARDS.
RETURN EXISTING IRRIGATION TO PRE-PROJECT CONDITIONS BY THE END OF CONSTRUCTION.
4. HAVE A QUALIFIED PERSON ON SITE DURING THE DEMOLITION AND CONSTRUCTION OPERATION TO DISCONNECT AND CAP EXISTING IRRIGATION FACILITIES.
5. OBTAIN APPROVAL FROM THE CITY'S REPRESENTATIVE FOR RELOCATION OF EXISTING FACILITIES PRIOR TO CONSTRUCTION.
6. VERIFY EXACT LOCATIONS AND STAKE ALL DISCONNECTED, CAPPED OR RELOCATED FACILITIES IN THE FIELD AFTER DEMOLITION AND CONSTRUCTION HAS BEEN COMPLETED.
7. AT ALL TIMES, ENSURE THAT EXISTING IRRIGATION FACILITIES WHICH REMAIN AFTER DEMOLITION AND
CONSTRUCTION, REMAIN OPERATIONAL AND ADJOINING UNDISTURBED AREAS RECEIVE ADEQUATE AND REGULAR IRRIGATION.
8. HAND IRRIGATE ALL EXISTING LANDSCAPED AREAS WHICH CANNOT BE IRRIGATED BY EXISTING FACILITIES AFFECTED BY THE IMPROVEMENTS UNTIL IRRIGATION SYSTEMS ARE RESTORED.
9. MODIFY EXISTING IRRIGATION SYSTEMS IN AREAS INDICATED ON THE PLANS. RELOCATED EQUIPMENT SHALL INCLUDE, BUT NOT BE LIMITED TO: SPRINKLER HEADS, DISTRIBUTION LINES, AND IRRIGATION WIRE. ANY NEW EQUIPMENT WILL MATCH THE MANUFACTURER AND MODEL NUMBER OF EQUAL, OF EXISTING EQUIPMENT.
10. REGULAR WATERING OF EXISTING LANDSCAPED AREAS SHALL OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. NOTIFY CITY'S REPRESENTATIVE WELL IN ADVANCE AND COORDINATE WORK SUCH THAT WATER
SERVICE IS ONLY DISRUPTED FOR THE BRIEF MOMENT REQUIRED TO MAKE CONNECTIONS TO EXISTING MAINLINES.
11. PATCH AND REPAIR ALL EXISTING PLANTING AND IRRIGATION WORK DAMAGED BY INSTALLATION OF NEW IRRIGATION WORK. ALL REPAIRED AREAS SHALL MATCH ADJACENT AREAS. REPAIRED/ REPLACED
IRRIGATION MATERIALS SHALL BE OF SAME MANUFACTURER AND MODEL AS DISTURBED ORIGINAL.CONSTRUCTION MODIFICATIONS TO EXISTING SYSTEMS SHALL ACHIEVE "HEAD TO HEAD" COVERAGE.
12. CHALK THE CONFIGURATION OF THE MODIFIED SYSTEM IN THE FIELD AND OBTAIN APPROVAL FROM THE DESIGNATED CITY'S REPRESENTATIVE PRIOR TO TRENCHING.
13. AFTER EXISTING IRRIGATION SYSTEM MODIFICATIONS ARE COMPLETE, CONTRACTOR SHALL CONDUCT A
COVERAGE TEST IN THE PRESENCE OF THE CITY'S REPRESENTATIVE AND THE LANDSCAPE ARCHITECT FOR FINAL APPROVAL.
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 100 of 115
D
D
D
D
D
D
D
D
D
D
D
-0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+0010+00
11+0012+00
13+00
14+00
15+00
16+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
13+00
14+00
15+00
CHESTNUT AVENUE
SYCAMORE AVENUE
WALNUT AVENUE
MAPLE AVENUE
CARLSBAD BOULEVARD
OCEAN STREET
CARLSBAD BOULEVARD
CARLSBAD BOULEVARD
FLOW
FLOW
FLOW
FLOW
D
D
DD
D
D
D
D
D
D
D
D
D
SI
5&
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00
30+00
31+00
32+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00
30+00
31+00
32+00
AT EXISTING VALVE LOCATION,
CONNECT EXISTING WIRE AND
INSTALL NEW SYSTEM
PROPOSED BIORETENTION BASIN
(SEE ENLARGED VIEW ABOVE)
ACACIA AVENUE
HEMLOCK AVENUE
REDWOOD AVENUE
CARLSBAD BOULEVARD
CARLSBAD BOULEVARD
CARLSBAD BOULEVARD
ADJUST EXISTING IRRIGATION SYSTEMS
(WITH TURF SPARY AND ROTOR HEADS) FOR
COMPLETE WATER COVERAGE WITHOUT
OVERLAP INTO BIORETENTION BASIN
CHERRY
AVENUE
JUNIPER
AVENUE
TAMARACK
AVENUE
ADJUST EXISTING IRRIGATION SYSTEMS
(WITH TURF SPARY AND ROTOR HEADS) FOR
COMPLETE WATER COVERAGE WITHOUT
OVERLAP INTO BIORETENTION BASIN
CITY OF CARLSBAD
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1 GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date:Cad File No: 19 June 2024 - 12:39 PMZ:\2018\018-010 Carlsbad Beach Access Repairs\Construction Documents\018-010-L-Irrigation.dwgPlotted by:Tim Henderson 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
06/21/2024
L I CENSED LANDSCAPE ARCHITECT
STATE
O
F
CA
L
IFORNI A
CHRISTOPHER L. LANGDON 4915
Renewal Date
Date
Signature
02/28/2025
95 83
IMPROVEMENT PLANS FOR:
LANDSCAPE IRRIGATION HYDROZONE MAP
11146346 LI-08
MATCHLINE, SEE BELOW LEFT
HYDROZONE LEGEND
HYDROZONE
NUMBERSYMBOL DESCRIPTION
1HOSE/ NOZZLE (MARITIME SUCCULENT SCRUB)
2HOSE/ NOZZLE (DIEGAN COASTAL SAGE SCRUB)
3ROTATOR/ BIORETENTION BASIN (GRASS)
MATCHLINE, SEE TOP RIGHT
NORTH
0feet 100
1" = 50'
50150 200
1 1
1 1
2 2
2 2
2 3
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 101 of 115
Valve Flow
31 STATION NUMBER
REMOTE CONTROL VALVE
(APPROX. GPM)
1" 2
Valve Size
REMOTE CONTROL VALVE CALLOUT
IRRIGATION SPRINKLER HEAD LEGEND
SYMBOL DESCRIPTIONMANUFACTURER / MODEL NUMBER RADIUS PSI GPM DETAIL / SHT
12" POP-UP MULTI-STREAM ROTARY HEAD (IN SHRUB) HUNTER PROS-12-PRS40-CV WITH MPLCS-515 (IVORY,
LEFT CORNER STRIP) NOZZLE
5' x 15'400.22C / LI-11
12" POP-UP MULTI-STREAM ROTARY HEAD (IN SHRUB) HUNTER PROS-12-PRS40-CV WITH MPRCS-515 (COPPER, RIGHT CORNER STRIP) NOZZLE
5' x 15'400.22C / LI-11
IRRIGATION EQUIPMENT LEGEND
SYMBOL DESCRIPTIONMANUFACTURER / MODEL
NUMBER
REMARKSDETAIL /
SHT
POINT OF CONNECTION-
APPROXIMATE LOCATION SHOWN, FIELD VERIFY
-
EXISTING WATER METERREFER ALSO TO CIVIL DRAWINGS-
EXISTING BACKFLOW PREVENTER
ASSEMBLY WITH WYE STRAINER
EXISTING
-
NO SYMBOLBACKFLOW PREVENTER
ENCLOSURE
-
EXISTING MASTER VALVEINSTALL DOWNSTREAM OF BACKFLOW PREVENTER-
EXISTING FLOW SENSORINSTALL IMMEDIATELY DOWNSTREAM OF MASTER VALVE- IRRIGATION CONTROLLERAPPROXIMATE LOCATION SHOWN. FIELD VERIFY AND COORDINATE WITH
DISTRICT ENGINEER
-
EXISTING BALL VALVE
APPROX. LOCATION SHOWN, FIELD VERIFY. SIZE PER PLAN
-
EXISTING REMOTE CONTROL
VALVE
-
EXISTING DRIP REMOTE CONTROL
VALVE
-
QUICK COUPLING VALVE
APPROXIMATE LOCATION SHOWN, FIELD VERIFY
-
EXISTING PVC / UVR-PVC
IRRIGATION MAINLINE (SIZE AS
NOTED ON PLAN)
-
IRRIGATION LATERAL LINE (SIZE
AS NOTED ON PLAN)
PVC SCH 40 WITH PVC SCH 40 FITTINGS1" SIZE AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS 3/4" IN SIZE. DEPTH OF COVER PER TRENCHING DETAILS
-
EXISTING WIRE CONDUITPVC SCH 40 GRAY CONDUIT, 1-1/4" SIZE APPROXIMATE LOCATION SHOWN, FIELD VERIFY-
NO SYMBOL TWO-WIRE CABLERAINMASTER EV CABLE, SHIELDED TWISTED PAIR, 14 AWG
INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND PER DETAIL D/ LI-10 NO SYMBOL TWO-WIRE VALVE DECODER CALSENSE CS-2W-2ST (TWO STATION
DECODER)
INSTALL PER MANUFACTURER'S RECOMMENDATIONSD / LI-10
NO SYMBOL WATERPROOF WIRE CONNECTOR 3M SCOTCHCAST #3570G-NBELOW GRADE WIRE SPLICES. ALL WIRE CONNECTIONS AND SPARE WIRE
ENDS SHALL BE ENCLOSED IN SEALANT FOR WATERTIGHTNESS
D / LI-11
EXISTING PULL BOX / SPLICE BOX CARSON 10"x19" NOM. GREEN BOX WITH
BOLT-DOWN AND GREE T-COVER
APPROXIMATE LOCATION SHOWN, FIELD VERIFY
-
QUICK COUPLER VALVESIGNATURE #7643 (1")B / LI-10,
C / LI-10
MAINLINE FOR QUICK COUPLERS UVR-PVC SCH 40 WITH UVR-PVC SCH 40
FITTINGS
A / LI-11,
B / LI-11,
E / LI-11
ISOLATION BALL VALVESPEARS TU-2000SAME SIZE AS MAINLIN, APPROXIMATE LOCATION SHOWN, FIELD VERIFY A / LI-10
REMOTE CONTROL VALVERAINBIRD PES-B WITH CALSENSE
CS-2W-2ST (TWO STATION DECODER)
INSTALL PER MANUFACTURER'S RECOMMENDATIONSD / LI-10
P.O.C.
2-1/2"
L
R
1-1/2"
CONTROL SYSTEM TYPE2-WIRE
SYSTEM
CITY OF CARLSBAD
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1 GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date:Cad File No: 19 August 2024 - 11:44 AMZ:\2018\018-010 Carlsbad Beach Access Repairs\Construction Documents\018-010-L-Irrigation.dwgPlotted by:Tim Henderson 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
06/21/2024
L I CENSED LANDSCAPE ARCHITECT
STATE
O
F
CA
L
IFORNI A
CHRISTOPHER L. LANGDON 4915
Renewal Date
Date
Signature
02/28/2025
95 84
IMPROVEMENT PLANS FOR:
LANDSCAPE IRRIGATION LEGEND
11146346 LI-09
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 102 of 115
CITY OF CARLSBAD
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1 GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date:Cad File No: 19 August 2024 - 11:45 AMZ:\2018\018-010 Carlsbad Beach Access Repairs\Construction Documents\018-010-L-Irrigation.dwgPlotted by:Tim Henderson 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
06/21/2024
L I CENSED LANDSCAPE ARCHITECT
STATE
O
F
CA
L
IFORNI A
CHRISTOPHER L. LANGDON 4915
Renewal Date
Date
Signature
02/28/2025
95 85
IMPROVEMENT PLANS FOR:
LANDSCAPE IRRIGATION DETAILS
11146346 LI-10
QUICK COUPLER AND REBAR REINFORCEMENT
N.T.S. SECTION (ON GRADE: UPPER AND LOWER SLOPE AREAS)C 1 SEE TRENCHING DETAILS 'A' & 'E' ON
SHEET LI-11 AND SPECIFICATIONS
FOR PRESSURE SUPPLY LINE DEPTH.
3 FILTER FABRIC (MIRAFI #140N). WRAP 1 LAYER
AROUND BOX, COVERING HOLES
PRESSURE SUPPLY. LENGTH AS REQUIRED.
REFER TO LEGEND FOR CLASS
PVC SCH 80, 45 DEGREE ELL'S. (4) REQUIRED
GRAVEL BASE AND SUMP. (COMPACT GRAVEL
FOR BOX BASE, DO NOT USE BLOCKS OR
BRICKS, FILL GRAVEL TO BOTTOM OF VALVE)
6 7
8 9
LEGEND
VALVE BOX WITH LID, SEE SPECIFICATIONS.
CENTER BOX OVER VALVE. (DO NOT CUT
ADDITIONAL HOLES IN BOX)
ISOLATION BALL VALVE. REFER TO LEGEND
FINISH GRADE
BACKFILL MATERIAL
PVC SCH 80 MALE ADAPTER, MIPT X SLIP,
LINE/VALVE SIZE
1 2
3 4
5 2
5 4
7 6
9 8
NOTE:
1. USE TEFLON TAPE ON ALL THREADED
CONNECTIONS.
4" MINIMUM/
6" MAXIMUM
FLUSH WITH
FINISH GRADE
NOT TO SCALE SECTIOND
REMOTE CONTROL VALVE ASSEMBLY
BACKFILL MATERIAL
PVC SCH 80 MALE ADAPTER, 2 REQUIRED
PRESSURE SUPPLY LINE FROM MANIFOLD
GRAVEL BASE AND SUMP. (COMPACT GRAVEL
FOR BOX BASE, DO NOT USE BLOCKS OR
BRICKS, FILL GRAVEL TO BOTTOM OF VALVE
PVC SCH 80 SINGLE UNION, MIPT X FIPT MODEL
NON-PRESSURE LATERAL LINE, SEE PLAN FOR
SIZE
PVC SCH 40 GREY CONDUIT (WITH SWEEP).
SIZE AS REQUIRED
8 9
10 11
12 13
14 LEGEND
CONTROL WIRE W/ 24" COILED EXPANSION
LOOP
WATERPROOF WIRE CONNECTOR
VALVE I.D. TAG. (THREAD NYLON TIE THROUGH
HOLE IN TAG)
RECTANGULAR VALVE BOX WITH LID, SEE
SPECIFICATIONS (DO NOT CUT ADDITIONAL
HOLES IN BOX)
CONTROL VALVE PER LEGEND, SEE PLAN FOR
SIZE
FINISH GRADE
FILTER FABRIC (MIRAFI #140N). WRAP 1 LAYER
AROUND BOX, COVERING HOLES
1 2
3 4
5 6
7 5
4 NOTES:
1. USE TEFLON
TAPE ON ALL
THREADED
CONNECTIONS
2. INSTALL VALVE
DECODER WITH
SELF-TAPPING
STAINLESS
STEEL SCREW
ON UPPER SIDE
OF VALVE BOX
8 7
6 2
3 1
3"
10 9
11 13
12 1414
FLUSH WITH
FINISH GRADE
ISOLATION BALL VALVE
NOT TO SCALE SECTIONA
QUICK COUPLER AND T-POST FENCE POST
N.T.S. SECTION (TOP OF SLOPE AND ADJ. TO CONC PROMENADE)B 4 3
5 6
4 3
7 5
6 2
1 2
8 7
LEGEND
QUICK COUPLING VALVE. REFER TO LEGEND. VALVE
SHALL BE WITHIN 6 INCHES OF THE FINAL CONCRETE
SIDEWALK FACE/EDGE FOR EASY CONNECTION BY
MAINTENANCE PERSONNEL. FACE VALVE SO LID HINGE
ON SLOPE SIDE
SHC 40 GALVANIZED STEEL PIPE THREADED BOTH
ENDS, LENGTH AS REQUIRED FOR EACH LOCATION TO
ENSURE VALVE LOCATION IS 6 INCHES FROM FINAL
CONCRETE SIDEWALK FACE/EDGE
PUNCH LOK, V.I.T. SPRINKLER TIE, OR APPROVED
EQUAL. INSTALL ONE (1) AT TOP OF STEEL POST, ONE
(1) AT BOTTOM NEXT TO THE FITTINGS, AND ONE (1)
EVERY 1 FOOT UP THE PIPE/T-POST ASSEMBLY TO
ENSURE THE ASSEMBLY DOES NOT TWIST WHEN THE
QUICK COUPLER FITTING IS ATTACHED TO THE VALVE
T-POST STUDDED HIGH STRENGTH STEEL PAINTED
BLACK POST DRIVEN INTO THE EXISTING SOIL. MINIMUM
DEPTH BELOW FINAL GRADE SHALL BE 2 FEET. T-POST
LENGTH SHALL 6 INCHES BELOW THE FINISHED GRADE
OF THE NEW CONCRETE PROMENADE
SWING JOINT ASSEMBLY, (2) UVR-PVC SCH 40 STREET
ELLS
UVR-PVC SCH 40 TEE (SST) OR ELL (ST)
UVR-PVC PRESSURE MAIN LINE.
REFER TO PLAN FOR SIZE
FINISH GRADE
1 2
3 4
5 6
7 8
8 4
LEGEND
QUICK COUPLING VALVE. REFER TO LEGEND. VALVE
SHALL BE WITHIN 6 INCHES OF THE FINAL PROMENADE
CONCRETE SIDEWALK FACE/EDGE FOR EASY ACCESS
CONNECTION BY MAINTENANCE PERSONNEL.
LOCATIONS SHALL BE AT DOWNHILL SIDE OF MAINLINE
AT ALL OTHER AREAS AT OR NEAR BOTTOM OF SLOPE.
FACE VALVE SO LID HINGE IS ON SLOPE SIDE
SCH 40 GALVANIZED STEEL PIPE, THREADED BOTH
ENDS, LENGTH 6 INCHES
PUNCH LOK, V.I.T. SPRINKLER TIE, OR APPROVED
EQUAL. INSTALL 1 TO SECURE THE ASSEMBLY IN A
VERTICAL POSITION
#4 REBAR (2'-6" LONG MIN.)
SWING JOINT ASSEMBLY, (2) UVR-PVC SCH 40 STREET
ELLS
UVR-PVC SCH 40 TEE (SST) OR ELL (ST)
UVR-PVC PRESSURE MAIN LINE.
REFER TO PLAN FOR SIZE
FINISH GRADE
1 2
3 4
5 6
7 8
NOTE:
1. USE TEFLON
TAPE ON ALL
THREADED
CONNECTIONS
NOTE:
1. USE TEFLON
TAPE ON ALL
THREADED
CONNECTIONS
2'-6"
2'-0"
VARIES
VARIES
+/- 11"
1 7-1/2"
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 103 of 115
CITY OF CARLSBAD
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1 GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date:Cad File No: 19 June 2024 - 12:40 PMZ:\2018\018-010 Carlsbad Beach Access Repairs\Construction Documents\018-010-L-Irrigation.dwgPlotted by:Tim Henderson 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
06/21/2024
L I CENSED LANDSCAPE ARCHITECT
STATE
O
F
CA
L
IFORNI A
CHRISTOPHER L. LANGDON 4915
Renewal Date
Date
Signature
02/28/2025
95 86
IMPROVEMENT PLANS FOR:
LANDSCAPE IRRIGATION DETAILS
11146346 LI-11
TRENCH IN LANDSCAPE
NOT TO SCALE SECTIONA
CROSSING POTABLE / RECYCLED NOTES:
1. PROVIDE MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN POTABLE, RECYCLED WATER PRESSURE SUPPLY AND SEWER LINES.
2. MAINTAIN A MINIMUM OF 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER SUPPLY AND RECYCLED WATER SUPPLY LINES OR SEWER LINES. INSTALL SEWER LINE BELOW RECYCLED WATER SUPPLY LINES AND RECYCLED WATER SUPPLY LINES BELOW POTABLE WATER LINES.
3. WHERE POTABLE WATER SUPPLY LINES AND RECYCLED WATER SUPPLY LINES CROSS, THE RECYCLED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. SLEEVE SHALL BE EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE FOR A TOTAL OF 20 FEET.
6" MINIMUM BETWEEN
ALL PIPES
4" MINIMUM FROM
SIDES OF TRENCH
1'-6" FOR ALL LATERALS OPERATING 12"
POP-UP HEADS AND PRESSURE SUPPLY
LINE UP TO 2-1/2". 2'-0" FOR PRESSURE
SUPPLY LINES 3" AND GREATER
1'-0" FOR ALL
LATERALS
2" MINIMUM BETWEEN PIPE
AND CONTROL WIRE CONDUIT
1LEGEND
FINISH GRADE
BACKFILL MATERIAL. FREE FROM ALL
ROCK AND DEBRIS GREATER THAN ONE
INCH
NON-PRESSURE LATERAL LINE FOR
RISERS OUTLET PVC PIPE, AND POP-UPS
6" OR LESS. SEE LEGEND FOR CLASS,
REFER TO PLAN FOR SIZE
NON-PRESSURE LATERAL LINE FOR 12"
POP-UP HEADS. SEE LEGEND FOR CLASS,
REFER TO PLAN FOR SIZE
3" DETECTABLE MARKING TAPE
NATIVE BACKFILL MATERIAL. FREE FROM
ALL ROCK AND DEBRIS GREATER THAN
ONE HALF INCH. 6" ABOVE AND 6" BELOW
PRESSURE SUPPLY LINE
#12 TRACER WIRE, TAPED TO TOP OF
MAINLINE EVERY 10 FEET
PRESSURE SUPPLY LINE. SEE LEGEND
FOR CLASS, REFER TO PLAN FOR SIZE
CONTROL WIRES IN CONDUIT, 2" AWAY
FROM AND BESIDE PRESSURE SUPPLY
LINE
1 2
3 4
5 6
7 8
9 2
3 4
6 7
8 5
9 NO GREATER THAN
15' APART
18"
SIDE VIEW
FINISH GRADE
6"
12"
UVR PVC PIPE
NOTE: J-HOOK STABILIZERS SHALL BE
PLACED NO GREATER THAN
15' APART, AT EACH CHANGE IN
AT ALL FITTINGS.
UVR PVC PIPE
INTO GROUND ON DOWNHILL SIDE
OF PIPE FOR SLOPE AREAS.
DRIVE J-HOOK STABILIZER
AS SHOWN OR
J-HOOK
STABILIZERS
SCHEDULE 40 PVC
SCHEDULE 40 PVC
#4 REBAR BENT
DIRECTION OF PIPE, AT RISER AND
NOT TO SCALE SECTIONB
PIPE ON GRADE: J-HOOK STABILIZERS
1 2
4 5
6 LEGEND
INSTALL 1" ABOVE FINISH GRADE
ROTATOR HEAD WITH SCREEN AND
NOZZLE. REFER TO LEGEND
AMENDED SOIL
KBI PVC SCH 80 TRIPLE SWING JOINT
ASSEMBLY, TSA-0500-TT, OR APPROVED
EQUAL
LINE SIZE PVC SCH 40 SLIP X SLIP X 12" FIPT
TEE OR LINE SIZE SLIP X 12" FIPT ELL AT
TERMINAL ENDS
PVC NON-PRESSURE LATERAL LINE. REFER
TO PLAN FOR SIZE. 12" MIN. SOIL COVER
FOR 12" POP-UP HEADS
1 2
3 4
5 6
NOTES:
1. DO NOT USE SIDE INLETS. REFER TO
PLANS FOR SPECIFIC DIMENSIONS AND
IRRIGATION NOTES FOR SPRINKLER
PLACEMENT.
2. USE TEFLON TAPE ON ALL THREADED
CONNECTIONS.
3 6"12" MIN.
NOT TO SCALE SECTIONC
12" POP-UP ROTATOR HEAD
INSTALLATION STEPS
THOROUGHLY CLEAN AND DRY THE
SURFACE OF THE SUBSTRATE TO WHICH
THE MATERIAL IS DESIRED TO BOND.
REMOVE GUARD BAG, USING CAUTION NOT
TO DAMAGE INNER BAG
GRIP BOTH EDGES OF BAG AT THE CENTER
BARRIER (FIGURE 1) AND WRINKLE AND
FLEX THE BAG ACROSS THE BARRIER. THIS
WILL WEAKEN THE BARRIER
SQUEEZE THE CLEAR SIDE OF THE RESIN,
FORCING THE RESIN THROUGH THE
CENTER BARRIER
MIX THOROUGHLY TO A UNIFORM COLOR BY
SQUEEZING CONTENTS BACK AND FORTH
25-30 TIMES
SQUEEZE RESIN TO ONE END OF BAG AND
CUT OFF OTHER END. (FIGURE 2)
SLOWLY INSERT CONNECTION INTO
SEALING PACK UNTIL IT FITS SNUGLY
AGAINST THE OPPOSITE END. (FIGURE 3)
WRAP OPEN END OF BAG WITH SCOTCH
SUPER 33+ VINYL ELECTRICAL TAPE AND
POSITION THE TAPED END UP UNTIL RESIN
GELS (8-12 MIN. @ 73°F). (FIGURE 4)
1 2
3 4
5 6
7 8
NOTE:
1. THE 3M SCOTCHCAST CONNECTOR SEALING PACK 3570G-N SHOULD REMAIN SEALED IN THE GUARD BAG (WHILE ALUMINIZED BAG) UNTIL READY TO USE. IN COLD WEATHER, WARM CLOSED MIXING POUCH TO 50°F OR WARMER PRIOR TO MIXING. KEEP IN WARM AREA, SUCH AS TRUCK CAB OR INSIDE POCKET, UNTIL READY TO USE. PER MANUFACTURER'S INSTRUCTIONS.
FIGURE 1
FIGURE 2
FIGURE 3
FIGURE 4
NOT TO SCALE ISOMETRICD
WIRE CONNECTOR
4" MINIMUM FROM
SIDES OF TRENCH
6" MINIMUM
BETWEEN ALL PIPES
4" MINIMUM BETWEEN PIPE
AND CONTROL WIRE CONDUIT
2'-0" FROM BASE MATERIAL TO TOP
OF PIPE FOR UP TO 2-1/2" SUPPLY
LINE. 3'-0" FOR PRESSURE SUPPLY
LINE 3" AND GREATER.
1'-6" FROM BOTTOM OF
BASE MATERIAL TO TOP
OF PIPE, FOR LATERALS.
1 2
3 4
5 6
7 8
LEGEND
HARDSCAPE MATERIAL
BASE MATERIAL
BACKFILL MATERIAL. FREE FROM ALL ROCK
AND DEBRIS GREATER THAN ONE INCH SIZE
NON-PRESSURE LATERAL LINE IN PVC SCH
40 SLEEVE MINIMUM. TWICE THE DIAMETER
OF THE LINE RUNNING THROUGH. ALL
LATERAL LINES SHALL BE AT THE SAME
DEPTH UNDER HARDSCAPE
3" DETECTABLE MARKING TAPE.
BACKFILL SOIL FREE FROM ALL ROCK AND
DEBRIS GREATER THAN ONE-HALF INCH
SIZE. 6" ABOVE AND 6" BELOW PRESSURE
SUPPLY LINE
#12 TRACER WIRE, TAPED TO TOP OF
MAINLINE EVERY 10 FEET
PRESSURE SUPPLY LINE IN PVC SCH 40
SLEEVE TWICE THE DIAMETER OF THE LINE
RUNNING THROUGH
1 2
3 4
5 6
7 8
SCH 40 PVC ELECTRICAL CONDUIT FOR ALL
IRRIGATION WIRES. SEE LEGEND FOR
CLASS, REFER TO SPECIFICATIONS FOR
SIZES
9 9
TRENCH IN HARDSCAPE
NOT TO SCALE SECTIONE
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 104 of 115
D
D
D
D
CARLSBAD BOULEVARD
OCEAN STREET
FLOW
FLOW
FLOW
FLOW
SI
5&
NORTH
0feet 40
1" = 20'
2060 80
MATCHLINE, SEE SHEET LP-02
CITY OF CARLSBAD
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1 GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date:Cad File No: 19 June 2024 - 9:47 AMZ:\2018\018-010 Carlsbad Beach Access Repairs\Construction Documents\018-010-L-Planting.dwgPlotted by:Tim Henderson 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
06/21/2024
L I CENSED LANDSCAPE ARCHITECT
STATE
O
F
CA
L
IFORNI A
CHRISTOPHER L. LANGDON 4915
Renewal Date
Date
Signature
02/28/2025
95 87
IMPROVEMENT PLANS FOR:
LANDSCAPE PLANTING PLAN 1
11146346 LP-01
KEYMAP (NOT TO SCALE)
DIEGAN COASTAL SAGE SCRUB (1,060 SF)
LEGEND (SEE SHEET LP-09 FOR FULL PLANT LISTS)
MARITIME SUCCULENT SCRUB
DIEGAN COASTAL SAGE SCRUB
SYMBOL DESCRIPTION
1 KEY NOTE
SOIL TEST LOCATION INFORMATION:
REFER SPECIFICATION SECTION 329000 - LANDSCAPE
PLANTING, 1.8 SUBMITTALS AND SUBSTITUTIONS FOR
FURTHER INFORMATION.
1 LP-01LP-02LP-03LP-04LP-05LP-06
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
EXISTING
RESTROOM
#1
LIMIT OF WORK
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 105 of 115
D
D
D
D
CHESTNUT AVENUE
SYCAMORE AVENUE
WALNUT AVENUE
CARLSBAD BOULEVARD
FLOW
FLOW
FLOW
FLOW
NORTH
0feet 40
1" = 20'
206080
MATCHLINE, SEE SHEET LP-03
CITY OF CARLSBAD
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1 GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date:Cad File No: 19 June 2024 - 9:52 AMZ:\2018\018-010 Carlsbad Beach Access Repairs\Construction Documents\018-010-L-Planting.dwgPlotted by:Tim Henderson 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
06/21/2024
L I CENSED LANDSCAPE ARCHITECT
STATE
O
F
CA
L
IFORNI A
CHRISTOPHER L. LANGDON 4915
Renewal Date
Date
Signature
02/28/2025
95 MATCHLINE, SEE SHEET LP-01
88 IMPROVEMENT PLANS FOR:
LANDSCAPE PLANTING PLAN 2
11146346 LP-02
KEYMAP (NOT TO SCALE)
MARITIME SUCCULENT SCRUB (557 SF)
DIEGAN COASTAL SAGE SCRUB (1,705 SF)
1 1
LP-01LP-02LP-03LP-04LP-05LP-06
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
#2
#3
LEGEND (SEE SHEET LP-09 FOR FULL PLANT LISTS)
MARITIME SUCCULENT SCRUB
DIEGAN COASTAL SAGE SCRUB
SYMBOL DESCRIPTION
KEY NOTE
SOIL TEST LOCATION INFORMATION:
REFER SPECIFICATION SECTION 329000 - LANDSCAPE
PLANTING, 1.8 SUBMITTALS AND SUBSTITUTIONS FOR
FURTHER INFORMATION.
1 Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 106 of 115
D
D
D
D
D
D
MAPLE AVENUE
ACACIA AVENUE
CARLSBAD BOULEVARD
FLOW
FLOW
FLOW
FLOW
NORTH
0feet 40
1" = 20'
206080
MATCHLINE, SEE SHEET LP-04
CITY OF CARLSBAD
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1 GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date:Cad File No: 19 June 2024 - 9:53 AMZ:\2018\018-010 Carlsbad Beach Access Repairs\Construction Documents\018-010-L-Planting.dwgPlotted by:Tim Henderson 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
06/21/2024
L I CENSED LANDSCAPE ARCHITECT
STATE
O
F
CA
L
IFORNI A
CHRISTOPHER L. LANGDON 4915
Renewal Date
Date
Signature
02/28/2025
95 MATCHLINE, SEE SHEET LP-02
89 IMPROVEMENT PLANS FOR:
LANDSCAPE PLANTING PLAN 3
11146346 LP-03
KEYMAP (NOT TO SCALE)
LIMIT OF WORK
DIEGAN COASTAL SAGE SCRUB (1,537 SF)
MARITIME SUCCULENT SCRUB (2,471 SF)
1 1
LP-01LP-02LP-03LP-04LP-05LP-06
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
#4
#5
LEGEND (SEE SHEET LP-09 FOR FULL PLANT LISTS)
MARITIME SUCCULENT SCRUB
DIEGAN COASTAL SAGE SCRUB
SYMBOL DESCRIPTION
KEY NOTE
SOIL TEST LOCATION INFORMATION:
REFER SPECIFICATION SECTION 329000 - LANDSCAPE
PLANTING, 1.8 SUBMITTALS AND SUBSTITUTIONS FOR
FURTHER INFORMATION.
1 Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 107 of 115
FLOW
FLOW
FLOW
D
D
D
D
D
D
D
D
D
CHERRY AVENUE
JUNIPER AVENUE
CARLSBAD BOULEVARD
FLOW
FLOW
FLOW
FLOW
NORTH
0feet 40
1" = 20'
206080
MATCHLINE, SEE SHEET LP-05
CITY OF CARLSBAD
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1 GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date:Cad File No: 19 June 2024 - 9:53 AMZ:\2018\018-010 Carlsbad Beach Access Repairs\Construction Documents\018-010-L-Planting.dwgPlotted by:Tim Henderson 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
06/21/2024
L I CENSED LANDSCAPE ARCHITECT
STATE
O
F
CA
L
IFORNI A
CHRISTOPHER L. LANGDON 4915
Renewal Date
Date
Signature
02/28/2025
95 MATCHLINE, SEE SHEET LP-03
90 IMPROVEMENT PLANS FOR:
LANDSCAPE PLANTING PLAN 4
11146346 LP-04
KEYMAP (NOT TO SCALE)
DIEGAN COASTAL SAGE SCRUB (2,579 SF)
LEGEND (SEE SHEET LP-09 FOR FULL PLANT LISTS)
MARITIME SUCCULENT SCRUB
DIEGAN COASTAL SAGE SCRUB
SYMBOL DESCRIPTION
BF-1 BIOFILTRATION BASIN (221 SF)
LINED BIORETENTION BASIN PLANTING
1 LP-01LP-02LP-03LP-04LP-05LP-06
LIMIT OF WORK
LIMIT OF WORK LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORKLIMIT OF WORK
#6
KEY NOTE
SOIL TEST LOCATION INFORMATION:
REFER SPECIFICATION SECTION 329000 - LANDSCAPE
PLANTING, 1.8 SUBMITTALS AND SUBSTITUTIONS FOR
FURTHER INFORMATION.
1 Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 108 of 115
FLOW
D
D
HEMLOCK AVENUE
REDWOOD AVENUE
CARLSBAD BOULEVARD
FLOW
FLOW
FLOW
FLOW
NORTH
0feet 40
1" = 20'
206080
MATCHLINE, SEE SHEET LP-06
CITY OF CARLSBAD
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1 GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date:Cad File No: 19 June 2024 - 9:54 AMZ:\2018\018-010 Carlsbad Beach Access Repairs\Construction Documents\018-010-L-Planting.dwgPlotted by:Tim Henderson 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
06/21/2024
L I CENSED LANDSCAPE ARCHITECT
STATE
O
F
CA
L
IFORNI A
CHRISTOPHER L. LANGDON 4915
Renewal Date
Date
Signature
02/28/2025
95 MATCHLINE, SEE SHEET LP-04
91 IMPROVEMENT PLANS FOR:
LANDSCAPE PLANTING PLAN 5
11146346 LP-05
KEYMAP (NOT TO SCALE)
DIEGAN COASTAL SAGE SCRUB (604 SF)
MARITIME SUCCULENT SCRUB (1,232 SF)
1 1
LP-01LP-02LP-03LP-04LP-05LP-06 LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
#7
#8
LEGEND (SEE SHEET LP-09 FOR FULL PLANT LISTS)
MARITIME SUCCULENT SCRUB
DIEGAN COASTAL SAGE SCRUB
SYMBOL DESCRIPTION
KEY NOTE
SOIL TEST LOCATION INFORMATION:
REFER SPECIFICATION SECTION 329000 - LANDSCAPE
PLANTING, 1.8 SUBMITTALS AND SUBSTITUTIONS FOR
FURTHER INFORMATION.
1 Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 109 of 115
D
D
D D
CARLSBAD BOULEVARD
TAMARACK
AVENUE
SEQUOIA
AVENUE
FLOW
FLOW
FLOW
FLOW
NORTH
0feet 40
1" = 20'
206080
CITY OF CARLSBAD
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1 GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date:Cad File No: 19 August 2024 - 4:24 PMZ:\2018\018-010 Carlsbad Beach Access Repairs\Construction Documents\018-010-L-Planting.dwgPlotted by:Tim Henderson 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
06/21/2024
L I CENSED LANDSCAPE ARCHITECT
STATE
O
F
CA
L
IFORNI A
CHRISTOPHER L. LANGDON 4915
Renewal Date
Date
Signature
02/28/2025
95 MATCHLINE, SEE SHEET LP-05
92 IMPROVEMENT PLANS FOR:
LANDSCAPE PLANTING PLAN 6
11146346 LP-06
KEYMAP (NOT TO SCALE)
LP-06 LP-01LP-02LP-03LP-04LP-05LP-06
LIMIT OF WORK
SYMBOL DESCRIPTION
1"NO WORK IN THIS AREA, PROTECT-IN-PLACE"
KEYNOTE (SPECIFIC TO THIS SHEET)
LIMIT OF WORK
LIMIT OF WORK
2 EXISTING
RESTROOM
2CULTURAL-HISTORICAL BOUNDARY, "PROTECT-IN-PLACE"
1 Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 110 of 115
NORTH
CITY OF CARLSBAD
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1 GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date:Cad File No: 19 June 2024 - 9:56 AMZ:\2018\018-010 Carlsbad Beach Access Repairs\Construction Documents\018-010-L-Planting.dwgPlotted by:Tim Henderson 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
06/21/2024
L I CENSED LANDSCAPE ARCHITECT
STATE
O
F
CA
L
IFORNI A
CHRISTOPHER L. LANGDON 4915
Renewal Date
Date
Signature
02/28/2025
95 93
IMPROVEMENT PLANS FOR:
LANDSCAPE PLANTING VIGNETTES
11146346 LP-07
0feet 20 15 5
SCALE: 1" = 5'
10 PLANTING LIST A: MARITIME SUCCULENT SCRUB (4,260 SF)
SHRUBSCODE BOTANICAL NAME/ COMMON
NAME
CONT. SIZE
*AGA SHA AGAVE SHAWII / COASTAL AGAVE
1 GAL
*ART CALARTEMISIA CALIFORNICA /
CALIFORNIA SAGEBRUSH
*COR MARCOREOPSIS MARITIMA /
SEA DAHLIA
COR FILCORETHROGYNE FILAGINIFOLIA /
CALIFORNIA ASTER
**CYL PROCYLINDROPUNTIA PROLIFERA /
COAST CHOLLA
DUD EDUDUDLEYA EDULIS / FINGERTIPS
DUD LANDUDLEYA LANCEOLATA /
LANCELEAF LIVEFOREVER
*ENC CALENCELIA CALIFORNICA /
CALIFORNIA ENCELIA
ESC CALESCHSCHOLZIA CALIFORNICA /
CALIFORNIA POPPY
EUP MIS
EUPHORBIA MISERA /
CLIFF SPURGE - MITIGATION FOR
IMPACTS TO EUPHORBIA MISERIA
SHOULD BE PLANTED AT A RATIO
OF 3:1
*ISO MENISOCOMA MENZIESII /
GOLDENBUSH
**LYC CALLYCIUM CALIFORNICUM /
CALIFORNIA BOX THORN
**MAM DIOMAMMILLARIA DIOICA / FISHHOOK
CACTUS
MIR LAEMIRABILIS LAEVIS CRASSIFOLIA /
DESERT WISHBONE BUSH
**SIM CHISIMMONDSIA CHINENSIS /
JOJOBA
**YUC SCHYUCCA SCHIDIGERA /
MOJAVE YUCCA
* LOCATE MIN. 3 FT FROM PUBLIC WALKWAY
** LOCATE MIN. 5 FT FROM PUBLIC WALKWAY
1" = 5'-0" TYPICAL PLANTING VIGNETTEA
BOTTOM OF SLOPE
1" = 5'-0" TYPICAL PLANTING VIGNETTEB
MID SLOPE
1" = 5'-0" TYPICAL PLANTING VIGNETTEC
TOP OF SLOPE
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 111 of 115
NORTH
CITY OF CARLSBAD
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1 GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date:Cad File No: 19 June 2024 - 9:56 AMZ:\2018\018-010 Carlsbad Beach Access Repairs\Construction Documents\018-010-L-Planting.dwgPlotted by:Tim Henderson 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
06/21/2024
L I CENSED LANDSCAPE ARCHITECT
STATE
O
F
CA
L
IFORNI A
CHRISTOPHER L. LANGDON 4915
Renewal Date
Date
Signature
02/28/2025
95 94
IMPROVEMENT PLANS FOR:
LANDSCAPE PLANTING VIGNETTES
11146346 LP-08
0feet 20 15 5
SCALE: 1" = 5'
10 PLANTING LIST B: DIEGAN COASTAL SAGE SCRUB (7,485 SF) SHRUBSCODE BOTANICAL NAME/ COMMON NAME CONT. SIZE
*ART CALARTEMISIA CALIFORNICA /
CALIFORNIA SAGEBRUSH
1 GAL
*COR MARCOREOPSIS MARITIMA /
SEA DAHLIA
DUD EDU DUDLEYA EDULIS / FINGERTIPS
DUD LANDUDLEYA LANCEOLATA /
LANCELEAF LIVEFOREVER
*ENC CALENCELIA CALIFORNICA /
CALIFORNIA ENCELIA
EPI CANEPILOBIUM CANUM /
HUMMINGBIRD TRUMPET
ERI FASERIOGONUM FASCICULATUM /
FLAT-TOPPED BUCKWHEAT
ERI PARERIOGONUM PARVIFOLIUM /
COASTAL BUCKWHEAT
EUP MIS
EUPHORBIA MISERA /
CLIFF SPURGE - MITIGATION FOR
IMPACTS TO EUPHORBIA MISERIA
SHOULD BE PLANTED AT A RATIO
OF 3:1
*ISO MENISOCOMA MENZIESII /
GOLDENBUSH
**LYC CALLYCIUM CALIFORNICUM /
CALIFORNIA BOX THORN
MIM AURMIMULUS AURANTIACUS /
COAST MONKEYFLOWER
PER ARBPERITOMA ARBOREA /
BLADDERPOD
***RHU INTRHUS INTEGRIFOLIA /
LEMONADE BERRY
SOL UMBSOLANUM UMBELLIFERUM /
BLUE WITCH NIGHTSHADE
*LOCATE MIN. 3 FT FROM WALKWAY
**LOCATE MIN. 5 FT FROM WALKWAY
***LOCATE MIN. 10 FT FROM PUBLIC WALKWAY
1" = 5'-0" TYPICAL PLANTING VIGNETTEA
BOTTOM OF SLOPE
1" = 5'-0" TYPICAL PLANTING VIGNETTEB
MID SLOPE
1" = 5'-0" TYPICAL PLANTING VIGNETTEC
TOP OF SLOPE
Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 112 of 115
CITY OF CARLSBAD
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1 GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1 Plot Date:Cad File No: 19 June 2024 - 2:16 PMZ:\2018\018-010 Carlsbad Beach Access Repairs\Construction Documents\018-010-L-Planting.dwgPlotted by:Tim Henderson 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
06/21/2024
L I CENSED LANDSCAPE ARCHITECT
STATE
O
F
CA
L
IFORNI A
CHRISTOPHER L. LANGDON 4915
Renewal Date
Date
Signature
02/28/2025
95 95
IMPROVEMENT PLANS FOR:
PLANTING NOTES & LEGEND
11146346 LP-09
PLANTING NOTES:
1. ALL FINISH GRADING AND LANDSCAPE OPERATIONS SHALL BE CARRIED OUT IN ACCORDANCE WITH THE PROJECT DRAWINGS, DETAILS, AND PROJECT SPECIFICATIONS.
REFER TO PROJECT SPECIFICATIONS FOR ALL PLANTING REQUIREMENTS.
2. PLANTING DETAIL ON THIS SHEET. SEE LANDSCAPE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. THE
CONTRACTOR SHALL INFORM THE CITY'S REPRESENTATIVE AND THE LANDSCAPE
ARCHITECT IMMEDIATELY OF ANY CHANGED CONDITIONS WHICH OCCUR ON PROJECT SITE WHICH ARE NOT REFLECTED ON PLANS.
4. REMOVE ALL WEEDS, DEBRIS, AND ROCKS LARGER THAN ONE-HALF-INCH (1/2") FROM ALL PLANTING AREAS, AND DISPOSE OF APPROPRIATELY OFF-SITE.
5. REMOVE ALL INVASIVE SPECIES INCLUDING BUT NOT LIMITED TO MYOPORUM LAETUM WITHIN THE PROJECT AREA.
6. PROVIDE PROTECTIVE WIRE CAGES FOR CONTAINER PLANTS. TO PREVENT PLANTING FROM BEING DAMAGED OR EATEN.
7. CONTRACTOR SHALL PROVIDE ELECTRONIC PHOTOGRAPHS OF ALL PLANT MATERIAL FOR APPROVAL, PRIOR TO PURCHASE AND INSTALLATION. REFER TO SPECIFICATIONS.
8. CONTRACTOR SHALL NOTIFY THE CITY'S REPRESENTATIVE AT THE TIME OF DELIVERY OF ANY PLANT MATERIAL WHICH HAS BEEN DAMAGED OR IS IN POOR CONDITION. THE
CITY'S REPRESENTATIVE SHALL DETERMINE ACCEPTABILITY OF SUBJECT PLANT MATERIAL.
9. PLANT MATERIAL SHALL BE INSPECTED BY THE CITY'S REPRESENTATIVE BEFORE PLANTING. PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY THE CITY'S
REPRESENTATIVE DUE TO POOR CONDITION, FORM, OR DAMAGE PRIOR TO, DURING, OR AFTER THE PLANTING PROCESS.
10. AT LEAST ONE PLANT OF EACH SPECIES DELIVERED TO THE SITE SHALL HAVE AN
IDENTIFICATION TAG FROM THE SUPPLYING NURSERY SHOWING BOTH COMMON AND BOTANICAL NAMES.
11. THE PLANTING PLANS ARE DIAGRAMMATIC. PLANT MATERIALS SHALL BE SPOTTED AS SHOWN ON THE DRAWINGS. FINAL LAYOUT OF ALL PLANT MATERIALS SHALL BE
APPROVED IN THE FIELD BY THE CITY'S REPRESENTATIVE OR LANDSCAPE ARCHITECT PRIOR TO PLANTING.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT COUNTS AND SQUARE FOOTAGES.
13. CONTRACTOR IS RESPONSIBLE FOR PROVIDING PLANT MATERIALS SUFFICIENT TO COVER AREAS SHOWN ON THE DRAWINGS AT THE SPECIFIED SPACING.
14. CONTRACTOR SHALL SUBMIT AN AGRICULTURAL SUITABILITY AND FERTILITY ANALYSIS
REPORT, AS NOTED IN THE PLANTING SPECIFICATIONS, TO THE LANDSCAPE ARCHITECT
AND THE CITY'S REPRESENTATIVE FOR APPROVAL PRIOR TO ANY PLANTING WORK OR SOIL AMENDMENT INCORPORATION. THE RECOMMENDATIONS OF THE SOILS ANALYSIS
REPORT FOR TOPSOIL AMENDMENT AND BACKFILL MIX AMENDMENT SHALL SUPERSEDE THE RECOMMENDATIONS LISTED IN THE SPECIFICATIONS.
15. CONTRACTOR SHALL COORDINATE LANDSCAPE WORK WITH THE WORK OF OTHER TRADES AND PROFESSIONS. CONTRACTOR SHALL MAINTAIN PROPER DRAINAGE DURING THE COURSE OF CONSTRUCTION.
16. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF EXISTING AND PROPOSED UTILITIES WITHIN THE PROJECT LIMITS WHICH MAY BE AFFECTED BY INSTALLATION.
IMMEDIATELY CONTACT THE LANDSCAPE ARCHITECT IF A CONFLICT IS EVIDENT.
17. REMOVE ALL TYING MATERIALS, MARKING TAPES, AND NURSERY STAKES AT THE TIME OF PLANTING.
18. CONTRACTOR SHALL PROTECT EXISTING VEGETATION AND OTHER IMPROVEMENTS OUTSIDE THE LIMITS OF WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF ANY DAMAGES INCURRED DURING CONSTRUCTION.
19. THE MAINTENANCE PERIOD SHALL BEGIN ONLY UPON WRITTEN ACCEPTANCE OF THE
COMPLETED PLANTED AREAS BY THE LANDSCAPE ARCHITECT AND THE CITY'S REPRESENTATIVE.
20. FURNISH ALL DELIVERY SLIPS OF THE SPECIFIED AMENDMENTS TO THE CITY'S
REPRESENTATIVE AND LANDSCAPE ARCHITECT FOR REVIEW AFTER PLANT INSTALLATION. IF IT IS DETERMINED MORE AMOUNTS ARE NEEDED, CONTRACTOR WILL
BE REQUIRED TO ADD INTO SOIL WITH OBSERVATION OR PROVIDE CREDIT BACK TO OWNER.
21. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING LANDSCAPE WITHIN SCOPE AREA. ALL PLANTING WITHIN SCOPE OF WORK AREAS ARE TO BE KEPT FREE OF LITTER AND DEBRIS. ALL PLANTS SHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION. ALL DISEASED OR DEAD PLANTS SHALL BE REPLACED IMMEDIATELY.
REPLACE PLANTINGS IF DAMAGED, WITH LIKE SIZE, DURING CONSTRUCTION.
22. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR REPLACEMENT OF ALL PLANTINGS DAMAGED DURING IRRIGATION REPAIR OR PLANTING INSTALLATION.
PLANTING LIST A: MARITIME SUCCULENT SCRUB (4,260 Square Feet / 0.09 Acres)
SYMBOLBOTANICAL NAME COMMON NAMESIZESPACING
(INCHES)
%
COVER
APPROX.
QUANTITY
MIN.
HEIGHT
MIN.
SPREADWUCOLS REMARKSDETAIL
AGAVE SHAWIISHAW'S AGAVE1 GAL. 36 4.00%2210"-12" 10"-12" VL
PLANT MIN. 3FT FROM WALKWAY
A / LP-07
ARTEMISIA CALIFORNICA CALIFORNIA SAGEBRUSH 1 GAL. 48 23.00%7118"-24" 18"-24"PLANT MIN. 3FT FROM WALKWAY COREOPSIS MARITIMA BEACH COREOPSIS 1 GAL. 36 3.00% 168"-12" 8"-12"
CORETHROGYNE
FILAGINIFOLIACALIFORNIA ASTER 1 GAL. 24 5.00% 626"-9" 8"-12"PLANT MIN. 3FT FROM WALKWAY
CYLINDROPUNTIA
PROLIFERACOAST CHOLLA1 GAL. 60 8.00% 168"-10" 4"-6"PLANT MIN. 5FT FROM WALKWAY DUDLEYA EDULIS SAN DIEGO DUDLEYA 1 GAL. 123.00%1474"-6" 4"-6"
DUDLEYA LANCEOLATALANCELEAF
LIVEFOREVER1 GAL. 122.00% 984"-6" 4"-6"
ENCELIA CALIFORNICA COAST SUNFLOWER 1 GAL. 60 5.00% 108"-10" 8"-10"PLANT MIN. 3FT FROM WALKWAY
ESCHSCHOLZIA
CALIFORNICACALIFORNIA POPPY 1 GAL242.00% 256"-12" 6"-12" EUPHORBIA MISERA CLIFF SPURGE1 GAL.36 10.00% 55 X 3 = 165 6"-12" 6"-12"
MITIGATION FOR IMPACTS TO
EUPHORBIA MISERIA SHOULD BE
PLANTED AT A RATIO OF 3:1
ISOCOMA MENZIESII GOLDEN BUSH1 GAL. 36 7.00% 388"-12" 8"-12"PLANT MIN. 3FT FROM WALKWAY LYCIUM CALIFORNICUM BOX THORN1 GAL. 96 5.00% 410"-18" 10"-18"PLANT MIN. 5FT FROM WALKWAY MAMMILARIA DIOCA FISHHOOK CACTUS 1 GAL. 6 1.00% 1974"-6" 4"-6"PLANT MIN. 5FT FROM WALKWAY MIRABILIS LAEVIS VAR.
CRASSIFOLIA
CALIFORNIA FOUR 'O
CLOCK1 GAL. 60 5.00% 104"-6" 8"-10"PLANT IN FULL SUN OR PART
SHADE AT TOP OF SLOPE
SIMMONDSIA CHINENSIS JOJOBA1 GAL. 6012.00%244"-6" 8"-10" YUCCA SCHIDIGERA MOJAVE YUCCA1 GAL. 605.00%108"-10" 8"-10"PLANT MIN. 5FT FROM WALKWAY TOTALS:100913
PLANTING LIST B: DIEGAN COASTAL SAGE SCRUB (7,485 Square Feet / 0.17 Acres)
SYMBOL BOTANICAL NAME COMMON NAMESIZESPACING
(INCHES)
%
COVER
APPROX.
QUANTITY
MIN.
HEIGHT
MIN.
SPREADWUCOLS REMARKSDETAIL
ARTEMISIA CALIFORNICA CALIFORNIA SAGEBRUSH 1 GAL. 48 23 12718"-24" 18"-24" VL
PLANT MIN. 3FT FROM WALKWAY
A / LP-07
COREOPSIS MARITIMA BEACH COREOPSIS 1 GAL. 36 5 49- -
DUDLEYA EDULIS SAN DIEGO DUDLEYA 1 GAL. 12 2 1754"-6" 4"-6"
DUDLEYA LANCEOLATALANCELEAF
LIVEFOREVER1 GAL. 12 2 1754"-6" 4"-6"
ENCELIA CALIFORNICA COAST SUNFLOWER 1 GAL. 60 10 358"-10" 8"-10"PLANT MIN. 3FT FROM WALKWAY EPILOBIUM CANUM HUMMINGBIRD TRUMPET 1 GAL. 24 7 100- -
ERIOGONUM
FASCICULATUM
FLAT-TOPPED
BUCKWHEAT1 GAL.364394"-6" 4"-6"
ERIOGONUM
PARVIFOLIUMCOASTAL BUCKWHEAT 1 GAL. 24 4884"-6" 4"-6"
EUPHORBIA MISERA CLIFF SPURGE1 GAL.36 10 55 X 3 = 165 6"-12" 6"-12"
MITIGATION FOR IMPACTS TO
EUPHORBIA MISERIA SHOULD BE
PLANTED AT A RATIO OF 3:1
ISOCOMA MENZIESII GOLDEN BUSH1 GAL. 36 8 788"-12" 8"-12"PLANT MIN. 3FT FROM WALKWAY LYCIUM CALIFORNICUM CALIFORNIA BOX THORN 1 GAL. 96 454"-6" 8"-12"PLANT MIN. 5FT FROM WALKWAY MIMULUS AURANTIACUS COAST MONKEYFLOWER 1 GAL 48 7 396"-12" 6"-12"FULL SUN OR PART SHADE PERITOMA ARBOREA BLADDERPOD1 GAL. 605178"-12" 8"-12"
RHUS INTEGRIFOLIA LEMONADEBERRY 1 GAL 96578"-10" 8"-10"PLANT MIN. 10FT FROM WALKWAY
SOLANUM
UMBELLIFERUM
BLUE WITCH
NIGHTSHADE1 GAL 24 4886"-12" 6"-12"
TOTALS:1001,185
LEGEND
SHRUB
SHRUB CROWN (1" ABOVE FINISH GRADE)
4" HIGH WATERING BERM ALL AROUND
PLANT PIT W/ ROUGHENED SIDES
PLANT TABLETS (3" BELOW GRADE)
BACKFILL MIX (PUDDLE & SETTLE)
TOPSOIL AND SUBGRADE PER SPECIFICATIONS
2X ROOTBALL DIAMTER MIN.
ROOTBALL
DEPTH OF ROOTBALL
T-BEAM OR SIDEWALK TOPPING SLAB (WHERE APPLICABLE)
EXISTING FINISH GRADE AT SLOPE (WHERE APPLICABLE)
NEW FINISH GRADE AT SLOPE (WHERE APPLICABLE)
PROVIDE PROTECTIVE WIRE CAGES FOR CONTAINER PLANTS.
TO PREVENT PLANTING FROM BEING DAMAGED OR EATEN.
1 2
3 4
5 6
7 8
9 10
11 12
13 14
3 9
4 5
6 7
2 10
8 111
A. TWELVE (12) MONTHLY RESTORATION MONITORING REPORTS WILL BE SUBMITTED BY THE CONTRACTOR TO THE CITY DURING THE 365-DAY ESTABLISHMENT AND MAINTENANCE PERIOD.
B. FINAL SITE INSPECTION AND SIGN OFF WILL BE CONDUCTED BY THE CITY, COASTAL
COMMISSION, AND CALIFORNIA STATE PARKS WILL WANT TO REVIEW THE PLANS AND PARTICIPATE IN SITE VISIT AND SIGN-OFF AS WELL.
C. UPON FINAL ACCEPTANCE, THE CITY OF CARLSBAD OR THE CITY-APPROVED
CONTRACTOR WILL PROVIDE LONG-TERM MAINTENANCE OF THE RESTORED AREAS AND START THE FIVE-YEAR MONITORING.
D. DURING THE LONG TERM MAINTENANCE/MONITORING PERIOD, MONTHLY REPORTING MAYBE REQUIRED BY REQUIRED BY REGULATORY AGENCIES.
E. FOR THE FIVE-YEAR SUCCESS CRITERIA. REFER TO INITIAL STUDY MITIGATED
NEGATIVE DECLARATION (ISMND), BIOLOGIST REPORT FOR COMPLETE LIST OF
REQUIREMENTS, AND CITY OF CARLSBAD BEACH ACCESS REPAIR PROJECT MITIGATION MONITORING AND REPORTING PLAN.
F. NO ARTIFICIAL IRRIGATION FOR THE LAST TWO CONSECUTIVE YEARS; ZERO
PERCENT COVERAGE OF MODERATE TO HIGH INVASIVE WEEDS (PER CALIFORNIA INVASIVE SPECIES COUNCIL); ≤10% COVER OF OTHER NON-NATIVE SPECIES; TOTAL SPECIES RICHNESS ACROSS ALL RESTORED HABITAT PATCHES ≥10.
G. FOR FURTHER PLANTING OR MAINTENANCE INFORMATION REFER TO SPECIFICATION SECTION 329000 - LANDSCAPE PLANTING.
MITIGATION SUCCESS CRITERIA
PLANTING LIST C: BF-1 BIOFILTRATION BASIN (221 SF)
SYMBOLBOTANICAL NAME COMMON NAMESIZESPACING
(INCHES)
%
COVERQTYMIN.
HEIGHT
MIN.
SPREADWUCOLS REMARKSDETAIL
FESTUCA CALIFORNICA CALIFORNIA FESCUE 1 GAL36 100.00%274"-6"2"-4" LA / LP-07 TOTALS:10027
1213
NOT TO SCALE SECTIONA
SHRUB PLANTING
14 Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024
Nov. 19, 2024
Item #4 Page 113 of 115