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Home My WebLink About2024-11-19; City Council; Resolution 2024-255RESOLUTION NO. 2025-255 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 forpurposes 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 CarlsbadState Beach for purposes of the Project, as provided herein and as, and to the extent, such Projectmay be ultimately described, permitted, approved, and conditioned by Permittee’s MNDenvironmental 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” andherein incorporated by reference, and as may be conditioned by any other regulatory agency havingjurisdiction, 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 enteronto those lands depicted and/or described on Exhibit "B" (the Property) and Exhibit “C”, attachedhereto 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 conditionedupon Permittee’s obtaining any and all regulatory permits or approvals required by the relevantregulatory agencies for the Project and Permittee’s use of the Property, and upon Permittee’scompliance 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: Sean.homer@parks.ca.gov and Marya.ahmad@parks.ca.gov. • 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: Sean.homer@parks.ca.gov and Marya.ahmad@parks.ca.gov. • 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 Sean.homer@parks.ca.gov and Marya.ahmad@parks.ca.gov. 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 Sean.homer@parks.ca.gov and Marya.ahmad@parks.ca.gov. 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: Sean.Homer@parks.ca.gov Email: Eric.Zielke@carlsbadca.gov 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 ADocusign Envelope ID: 8FFD0464-B05E-4207-A8C3-DE9ABFEA50A4 Nov. 19, 2024 Item #4 Page 17 of 115 Pi n e A v e Wa l n u t A v e Ch e s t n u t A v e Ma p l e A v e Ac a c i a A v e Ch e r r y A v e Ju n i p e r A v e He m l o c k A v e Re d w o o d A v e Ta m a r a c k A v e Se q u o i a A v e Aq u a H e d i o n d a La g o o n Ch i n q u a p i n A v e Sy c a m o r e A v e EXHIBIT B Project Limits Staging Area Lower Sidewalk Repairs Docusign Envelope ID: 8FFD0464-B05E-4207-A8C3-DE9ABFEA50A4 No v . 19 , 20 2 4 It e m #4 Pa g e 18 of 11 5 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: ERIC.ZIELKE@CARLSBADCA.GOV 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 INTERSTATE5 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 No v . 19 , 20 2 4 It e m #4 Pa g e 19 of 11 5 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 PI N E A V E N U E WA L N U T A V E N U E S Y C A M O R E A V E N U E CH E S T N U T A V E N U E MA P L E A V E N U E AC A D I A A V E N U E CH E R R Y A V E N U E JU N I P E R A V E N U E HE M L O C K A V E N U E RE D W O O D A V E N U E TA M A R A C K A V E N U E SE Q U O I A A V E N U E CH I N Q U A P I N A V E N U E CARLSBAD BOULEVARD G-02 Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024 No v . 19 , 20 2 4 It e m #4 Pa g e 20 of 11 5 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 No v . 19 , 20 2 4 It e m #4 Pa g e 21 of 11 5 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" MIN b 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 12 d 2" MIN TYP 180° END HOOK 4d ORb b b d 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 No v . 19 , 20 2 4 It e m #4 Pa g e 22 of 11 5 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 No v . 19 , 20 2 4 It e m #4 Pa g e 23 of 11 5 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 No v . 19 , 20 2 4 It e m #4 Pa g e 24 of 11 5 D D D D D D D D D D D D D D 6' OFF S E T 6' OFF S E T 6' OFF S E T 3' O F F S E T 3' O F F S E T 6' OF F S E T 3' O F F S E T 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 PI N E A V E N U E WA L N U T A V E N U E SY C A M O R E A V E N U E CH E S T N U T A V E N U E MA P L E A V E N U E AC A C I A A V E N U E 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 No v . 19 , 20 2 4 It e m #4 Pa g e 25 of 11 5 D D D D D D D DD D D D D D D 6' OFFSET 6' OFFSET 6' OF F S E T 6' OF F S E T 1' O F F S E T 1' O F F S E T 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 CH E R R Y A V E N U E JU N I P E R A V E N U E HE M L O C K A V E N U E RE D W O O D A V E N U E TA M A R A C K A V E N U E SE Q U O I A A V E N U E CH I N Q U A P I N A V E N U E 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 No v . 19 , 20 2 4 It e m #4 Pa g e 26 of 11 5 10" ACP D D D D 66+0 6 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 N1HORIZONTAL CONTROL PLAN 1"=20'0 40'20'10' MA T C H L I N E S T A : 7 0 + 6 2 - S E E C - 0 2 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 ST A 6 7 + 3 8 . 6 6 , 3 3 . 0 5 ' R T BE A M S U P P O R T # 1 ST A 6 7 + 7 1 . 9 4 , 3 1 . 6 5 ' R T BE A M S U P P O R T # 2 ST A 6 8 + 0 5 . 3 0 , 3 0 . 8 6 ' R T BE A M S U P P O R T # 3 ST A 6 8 + 3 8 . 6 8 , 3 0 . 6 2 ' R T PR E C A S T S U P P O R T # 4 ST A 6 8 + 7 2 . 0 7 , 3 0 . 5 6 ' R T BE A M S U P P O R T # 5 ST A 6 9 + 0 5 . 4 0 , 3 0 . 7 1 ' R T BE A M S U P P O R T # 6 ST A 6 9 + 3 8 . 7 2 , 3 0 . 9 3 ' R T BE A M S U P P O R T # 7 ST A 6 9 + 7 1 . 8 9 , 3 0 . 6 3 ' R T BE A M S U P P O R T # 8 ST A 7 0 + 0 6 . 4 6 , 3 0 . 5 5 ' R T BE A M S U P P O R T # 9 ST A 7 0 + 4 0 . 9 9 , 3 0 . 4 4 ' R T BE A M S U P P O R T # 1 0 Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024 No v . 19 , 20 2 4 It e m #4 Pa g e 27 of 11 5 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. WA L N U T A V E . SY C A M O R E A V E . CH E S T N U T A V E . 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' MA T C H L I N E S T A : 7 7 + 3 3 - S E E C - 0 3 N MA T C H L I N E S T A : 7 0 + 6 2 - S E E C - 0 1 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 ST A 7 0 + 7 5 . 5 1 , 3 0 . 3 7 ' R T BE A M S U P P O R T # 1 1 ST A 7 1 + 0 9 . 9 3 , 3 0 . 3 5 ' R T BE A M S U P P O R T # 1 2 ST A 7 1 + 4 4 . 3 9 , 3 0 . 2 5 ' R T BE A M S U P P O R T # 1 3 ST A 7 1 + 7 8 . 8 8 , 3 0 . 1 2 ' R T BE A M S U P P O R T # 1 4 ST A 7 2 + 1 3 . 4 0 , 2 9 . 9 8 ' R T BE A M S U P P O R T # 1 5 ST A 7 2 + 4 7 . 8 9 , 2 9 . 8 2 ' R T BE A M S U P P O R T # 1 6 ST A 7 2 + 8 2 . 4 4 , 2 9 . 7 2 ' R T BE A M S U P P O R T # 1 7 ST A 7 3 + 1 6 . 9 3 , 2 9 . 5 8 ' R T BE A M S U P P O R T # 1 8 ST A 7 3 + 5 1 . 1 9 , 2 9 . 5 8 ' R T BE A M S U P P O R T # 1 9 ST A 7 4 + 3 4 . 2 4 , 2 9 . 6 4 ' R T BE A M S U P P O R T # 2 0 ST A 7 4 + 6 8 . 7 5 , 2 9 . 7 5 ' R T BE A M S U P P O R T # 2 1 ST A 7 5 + 0 3 . 0 0 , 2 9 . 8 5 ' R T BE A M S U P P O R T # 2 2 ST A 7 5 + 3 7 . 5 0 , 2 9 . 9 8 ' R T BE A M S U P P O R T # 2 3 ST A 7 5 + 7 2 . 0 4 , 3 0 . 1 4 ' R T BE A M S U P P O R T # 2 4 ST A 7 6 + 0 6 . 2 9 , 3 0 . 4 2 ' R T BE A M S U P P O R T # 2 5 ST A 7 6 + 4 0 . 7 5 , 3 0 . 6 5 ' R T BE A M S U P P O R T # 2 6 ST A 7 6 + 7 5 . 1 4 , 2 6 . 4 8 ' R T BE A M S U P P O R T # 2 7 ST A 7 7 + 0 9 . 6 4 , 2 6 . 1 7 ' R T BE A M S U P P O R T # 2 8 Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024 No v . 19 , 20 2 4 It e m #4 Pa g e 28 of 11 5 D D D D D D78+00 79+00 80+00 81+00 82+00 83+00 84+00 CARLSBAD BLVD. MA P L E A V E . AC A C I A A V E . 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' MA T C H L I N E S T A : 8 4 + 0 3 - S E E C - 0 4 N MA T C H L I N E S T A : 7 7 + 3 3 - S E E C - 0 2 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' ST A 7 7 + 4 4 . 1 7 , 2 9 . 8 6 ' R T BE A M S U P P O R T # 2 9 ST A 7 7 + 7 8 . 6 0 , 2 9 . 1 7 ' R T BE A M S U P P O R T # 3 0 ST A 7 8 + 1 3 . 0 8 , 2 8 . 0 5 ' R T BE A M S U P P O R T # 3 1 Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024 No v . 19 , 20 2 4 It e m #4 Pa g e 29 of 11 5 D D D D D D D D D 84+00 85+00 86+00 87+00 88+00 89+00 90+00CARLSBAD BLVD. CH E R R Y A V E . JU N I P E R A V E . 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 MA T C H L I N E S T A : 8 4 + 0 3 - S E E C - 0 3 12 95 IMPROVEMENT PLANS FOR: HORIZONTAL CONTROL 4 CIP #3896 529-8MD RS CM MA T C H L I N E S T A : 9 0 + 7 3 - S E E C - 0 5 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 No v . 19 , 20 2 4 It e m #4 Pa g e 30 of 11 5 D D91+00 92+00 93+00 94+00 95+00 96+00 97+00 CARLSBAD BLVD. HE M L O C K A V E . RE D W O O D A V E . 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 MA T C H L I N E S T A : 9 0 + 7 3 - S E E C - 0 4 13 95 IMPROVEMENT PLANS FOR: HORIZONTAL CONTROL 5 CIP #3896 529-8MD RS CM MA T C H L I N E S T A : 9 7 + 4 3 - S E E C - 0 6 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 No v . 19 , 20 2 4 It e m #4 Pa g e 31 of 11 5 D D DD 98+00 99+00 100+00 101+00 102+00 103+00 104+00 CARLSBAD BLVD. TA M A R A C K A V E . SE Q U O I A A V E . 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 MA T C H L I N E S T A : 9 7 + 4 3 - S E E C - 0 5 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 No v . 19 , 20 2 4 It e m #4 Pa g e 32 of 11 5 10" ACP D D D D CARLSBAD BL V D . 66+0 6 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 N1DEMOLITION PLAN 1"=20'0 40'20'10' MA T C H L I N E S T A : 7 0 + 6 2 - S E E C - 0 8 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 BENCHE S & BIKE R A C K S 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 SA W C U T F R O M B O C BE G I N S / W R E M O V A L BE G I N M B G R R E M O V A L ST A 6 6 + 7 3 . 1 1 , 3 2 . 4 1 ' R T 7 4 SA W C U T F R O M B O C 8" D E E P S / W R E M O V A L ST A 6 7 + 3 5 . 4 4 , 3 3 . 2 4 ' R T BE G I N E L E V A T E D SI D E W A L K R E M O V A L ST A 6 7 + 3 7 . 9 2 , 3 3 . 1 2 ' R T 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 No v . 19 , 20 2 4 It e m #4 Pa g e 33 of 11 5 10" ACP D D D D 10" ACP 10" ACP CARLSBAD BLVD. WA L N U T A V E . SY C A M O R E A V E . CH E S T N U T A V E . 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' MA T C H L I N E S T A : 7 7 + 3 3 - S E E C - 0 9 N MA T C H L I N E S T A : 7 0 + 6 2 - S E E C - 0 7 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 EN D E L E V A T E D SI D E W A L K R E M O V A L ST A 7 3 + 5 3 . 1 5 , 2 9 . 4 7 ' R T 1 8 BE G I N E L E V A T E D SI D E W A L K R E M O V A L ST A 7 4 + 3 4 . 2 4 , 2 9 . 6 4 ' R T 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 No v . 19 , 20 2 4 It e m #4 Pa g e 34 of 11 5 D D D D D D CARLSBAD BLVD. MA P L E A V E . AC A C I A A V E . 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' MA T C H L I N E S T A : 8 4 + 0 3 - S E E C - 1 0 N MA T C H L I N E S T A : 7 7 + 3 3 - S E E C - 0 8 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 EN D E L E V A T E D SI D E W A L K R E M O V A L ST A 7 8 + 1 4 . 9 0 , 2 8 . 0 0 ' R T 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 No v . 19 , 20 2 4 It e m #4 Pa g e 35 of 11 5 D D D D D D D D D CARLSBAD BLVD. CH E R R Y A V E . JU N I P E R A V E . 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' MA T C H L I N E S T A : 9 0 + 7 3 - S E E C - 1 1 N MA T C H L I N E S T A : 8 4 + 0 3 - S E E C - 0 9 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 EN D M B G R A N D SI D E W A L K R E M O V A L TO E X I S T I N G C J ST A 8 6 + 1 1 . 2 5 , 2 9 . 8 2 ' R T 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 No v . 19 , 20 2 4 It e m #4 Pa g e 36 of 11 5 D D CARLSBAD BLVD. HE M L O C K A V E . RE D W O O D A V E . 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' MA T C H L I N E S T A : 9 7 + 4 3 - S E E C - 1 2 N MA T C H L I N E S T A : 9 0 + 7 3 - S E E C - 1 0 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 No v . 19 , 20 2 4 It e m #4 Pa g e 37 of 11 5 D D DD CARLSBAD BLVD. TA M A R A C K A V E . SE Q U O I A A V E . 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 MA T C H L I N E S T A : 9 7 + 4 3 - S E E C - 1 1 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 No v . 19 , 20 2 4 It e m #4 Pa g e 38 of 11 5 10" ACP D D D D CARLSBAD BL V D OCEAN STREET 67 + 3 8 . 5 3 C L 67 + 7 1 . 9 1 C L 68 + 0 5 . 3 2 C L 68 + 3 8 . 7 1 C L 68 + 7 2 . 1 1 C L 69 + 0 5 . 4 7 C L 69 + 3 8 . 7 8 C L 69 + 7 2 . 1 0 C L 70 + 0 6 . 4 5 C L 70 + 4 0 . 9 4 C L APPROXIMATE COASTAL COMMISSION JURISDICTIONAL LIMIT APPROXIMATE COASTAL COMMISSION JURISDICTIONAL LIMIT 66+0 6 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 N1SITE CONSTRUCTION PLAN 1"=20'0 40'20'10' MA T C H L I N E S T A : 7 0 + 6 2 - S E E C - 1 4 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 + 7 3 . 0 0 MA T C H E X I S T 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' CL R W I D T H AP P R O X 1 0 ' 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 No v . 19 , 20 2 4 It e m #4 Pa g e 39 of 11 5 10" ACP D D D D 10" ACP 10" ACP CARLSBAD BLVD. WA L N U T A V E . SY C A M O R E A V E . CH E S T N U T A V E . 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' MA T C H L I N E S T A : 7 7 + 3 3 - S E E C - 1 5 N MA T C H L I N E S T A : 7 0 + 6 2 - S E E C - 1 3 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 + 7 5 . 4 5 C L 71 + 0 9 . 9 5 C L 71 + 4 4 . 4 5 C L 71 + 7 8 . 9 4 C L 72 + 1 3 . 4 4 C L 72 + 4 7 . 9 4 C L 72 + 8 2 . 4 4 C L 73 + 1 6 . 9 5 C L 73 + 5 1 . 4 3 C L 74 + 3 4 . 2 5 C L 74 + 6 8 . 7 6 C L 75 + 0 3 . 0 0 C L 75 + 3 7 . 5 0 C L 75 + 7 2 . 0 4 C L 76 + 0 6 . 2 8 C L 76 + 4 0 . 7 5 C L 76 + 7 5 . 1 9 C L 77 + 0 9 . 6 9 C L 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 No v . 19 , 20 2 4 It e m #4 Pa g e 40 of 11 5 D D D D D D CARLSBAD BLVD. MA P L E A V E . AC A C I A A V E . 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' MA T C H L I N E S T A : 8 4 + 0 3 - S E E C - 1 6 N MA T C H L I N E S T A : 7 7 + 3 3 - S E E C - 1 4 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 + 4 4 . 1 7 C L 77 + 7 8 . 6 0 C L 78 + 1 3 . 0 8 C L STREETLIGHT10 STREETLIGHT10 8 8 8 8 FOR ENLARGED CONCRETE OVERLOOK ON GRADE SIDEWALK SECTION SEE 9 END 4 BEGIN3 65 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 No v . 19 , 20 2 4 It e m #4 Pa g e 41 of 11 5 D D D D D D D D D CARLSBAD BLVD. CH E R R Y A V E . JU N I P E R A V E . 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 MA T C H L I N E S T A : 8 4 + 0 3 - S E E C - 1 5 24 95 IMPROVEMENT PLANS FOR: SITE CONSTRUCTION PLAN 4 CIP #3896 529-8MD RS CM MA T C H L I N E S T A : 9 0 + 7 3 - S E E C - 1 7 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 + 1 1 . 2 5 SC O R E L I N E 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 No v . 19 , 20 2 4 It e m #4 Pa g e 42 of 11 5 D D CARLSBAD BLVD. HE M L O C K A V E . RE D W O O D A V E . 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 MA T C H L I N E S T A : 9 0 + 7 3 - S E E C - 1 6 25 95 IMPROVEMENT PLANS FOR: SITE CONSTRUCTION PLAN 5 CIP #3896 529-8MD RS CM MA T C H L I N E S T A : 9 7 + 4 3 - S E E C - 1 8 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 STREETLIGHT10STREETLIGHT10 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 No v . 19 , 20 2 4 It e m #4 Pa g e 43 of 11 5 D D DD CARLSBAD BLVD. TA M A R A C K A V E . SE Q U O I A A V E . 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 MA T C H L I N E S T A : 9 7 + 4 3 - S E E C - 1 7 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 No v . 19 , 20 2 4 It e m #4 Pa g e 44 of 11 5 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 34 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): PR E S E R V A T I O N O F EX I S T I N G V E G E T A T I O N HY D R O S E E D I N G GE O T E X T I L E & M A T S WO O D M U L C H I N G EA R T H D I K E A N D DR A I N A G E S W A L E S SL O P E D R A I N S SI L T F E N C E SE D I M E N T T R A P CH E C K D A M FI B E R R O L L S GR A V E L B A G B E R M SEDIMENT CONTROL BMPs ST R E E T S W E E P I N G AN D V A C U U M I N G SA N D B A G B A R R I E R ST O R M D R A I N I N L E T PR O T E C T I O N BEST MANAGEMENT PRACTICE * (BMP) DESCRIPTION CASQA DESIGNATION CONSTRUCTION ACTIVITY EC - 4 EC - 2 EC - 7 EC - 8 EC - 9 EC - 1 1 SE - 1 SE - 3 SE - 4 SE - 5 SE - 6 SE - 7 SE - 8 SE - 1 0 TRACKING CONTROL BMPs ST A B I L I Z E D C O N S T R U C T I O N IN G R E S S / E G R E S S ST A B I L I Z E D C O N S T R U C T I O N RO A D W A Y WA T E R C O N S E R V A T I O N PR A C T I C E S TR - 1 TR - 2 NS - 1 NON-STORM WATER MANAGEMENT BMPs PA V I N G A N D G R I N D I N G OP E R A T I O N S NS - 3 PO T A B L E W A T E R / IR R I G A T I O N NS - 7 VE H I C L E A N D E Q U I P M E N T CL E A N I N G NS - 8 WATER MANAGEMENT AND MATERIALS POLLUTION CONTROL BMPs MA T E R I A L D E L I V E R Y A N D ST O R A G E WM - 1 MA T E R I A L U S E WM - 2 ST O C K P I L E M A N A G E M E N T WM - 3 SP I L L P R E V E N T I O N A N D CO N T R O L WM - 4 SO L I D W A S T E MA N A G E M E N T WM - 5 HA Z A R D O U S W A S T E MA N A G E M E N T WM - 6 CO N C R E T E W A S T E MA N A G E M E N T WM - 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 No v . 19 , 20 2 4 It e m #4 Pa g e 45 of 11 5 10" ACP D D D D 66+0 6 67+00 68+00 69+00 70+00CARLSBAD BL V D 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' MA T C H L I N E S T A : 7 0 + 6 2 - S E E C - 2 1 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 No v . 19 , 20 2 4 It e m #4 Pa g e 46 of 11 5 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. WA L N U T A V E . SY C A M O R E A V E . CH E S T N U T A V E . 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' MA T C H L I N E S T A : 7 7 + 3 3 - S E E C - 2 2 N MA T C H L I N E S T A : 7 0 + 6 2 - S E E C - 2 0 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 No v . 19 , 20 2 4 It e m #4 Pa g e 47 of 11 5 D D D D D D78+00 79+00 80+00 81+00 82+00 83+00 84+00 CARLSBAD BLVD. MA P L E A V E . AC A C I A A V E . 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' MA T C H L I N E S T A : 8 4 + 0 3 - S E E C - 2 3 N MA T C H L I N E S T A : 7 7 + 3 3 - S E E C - 2 1 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 No v . 19 , 20 2 4 It e m #4 Pa g e 48 of 11 5 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. CH E R R Y A V E . JU N I P E R A V E . 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 MA T C H L I N E S T A : 8 4 + 0 3 - S E E C - 2 2 MA T C H L I N E S T A : 9 0 + 7 3 - S E E C - 2 4 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 No v . 19 , 20 2 4 It e m #4 Pa g e 49 of 11 5 FLOW D D91+00 92+00 93+00 94+00 95+00 96+00 97+00 CARLSBAD BLVD. HE M L O C K A V E . RE D W O O D A V E . 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 MA T C H L I N E S T A : 9 0 + 7 3 - S E E C - 2 3 MA T C H L I N E S T A : 9 7 + 4 3 - S E E C - 2 5 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 No v . 19 , 20 2 4 It e m #4 Pa g e 50 of 11 5 D D DD 98+00 99+00 100+00 101+00 102+00 103+00 104+00 CARLSBAD BLVD. TA M A R A C K A V E . SE Q U O I A A V E . 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 MA T C H L I N E S T A : 9 7 + 4 3 - S E E C - 2 4 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 No v . 19 , 20 2 4 It e m #4 Pa g e 51 of 11 5 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 N1SYCAMORE 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 . 9 6 F S 48 . 9 6 0 F S 48 . 3 7 7 47 . 7 9 4 47 . 2 1 1 46 . 6 2 8 46 . 0 4 5 45 . 4 6 2 44. 8 7 9 44. 2 9 6 43. 7 1 3 43. 1 3 0 42. 5 4 7 41. 9 6 4 41. 3 8 1 40. 7 9 8 40. 2 1 5 F S 0.0% 39.6 3 2 39.0 4 9 38.4 6 6 37.8 8 3 37.3 0 0 36.7 1 7 36.1 3 4 35.5 5 1 34.9 6 8 34.3 8 5 33.8 0 2 33.2 1 9 32.6 3 6 32.0 5 3 31.4 7 0 30.8 8 7 30.3 0 1 29.7 2 1 29.1 3 8 28.5 5 5 F S 0.0%27. 9 7 2 27. 3 8 9 26. 8 0 6 26. 2 2 3 25. 6 4 0 25. 0 5 7 24. 4 7 4 23. 8 9 1 23. 3 0 8 22. 7 2 5 22. 1 4 2 21. 5 5 9 20. 9 7 6 20. 3 9 3 19. 8 1 0 19. 2 2 7 18. 6 4 4 18. 0 6 1 17. 4 7 8 16. 8 9 5 F S 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 % M A X 0. 0 % SI D E W A L K 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 No v . 19 , 20 2 4 It e m #4 Pa g e 52 of 11 5 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 47.2 3 0 F S 47.2 3 0 F S 46.6 4 7 46.0 6 4 45.4 8 1 44.8 9 8 44.3 1 5 43.7 3 2 43.1 4 9 42.5 6 6 41.9 8 3 41.4 0 0 40.8 1 7 40.2 3 4 39.6 5 1 39.0 6 8 36.7 3 6 F S 0.0% 23.3 2 7 22.7 4 4 22.1 6 1 21.5 7 8 20.9 9 5 20.4 1 2 19.8 2 9 19.2 4 6 18.6 6 3 18.0 8 0 35. 5 7 0 34 . 9 8 7 34 . 4 0 4 33 . 8 2 1 33 . 2 3 8 32 . 6 5 5 32 . 0 7 2 31 . 4 8 9 30 . 9 0 6 30 . 3 2 3 29 . 7 4 0 29 . 1 5 7 28 . 5 7 4 27 . 9 9 1 27 . 4 0 8 26 . 8 2 5 26 . 2 4 2 F S 0.0% 25.6 5 9 25.0 7 6 24.4 9 3 23.9 1 0 17.4 9 7 16.9 1 4 ( E ) S / W F S 0.0% 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 38.4 8 5 37.9 0 2 37.3 1 9 36. 1 5 3 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 % M A X 0. 0 % SI D E W A L K (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 No v . 19 , 20 2 4 It e m #4 Pa g e 53 of 11 5 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. 6 3 0 46. 0 4 6 45. 4 6 3 44. 8 8 0 44. 2 9 6 43. 7 1 3 43. 1 3 0 42. 5 4 6 41. 9 6 3 41. 3 8 0 40. 7 9 6 40. 2 1 3 39. 6 3 0 39. 0 4 6 38. 4 6 3 37. 8 8 0 37. 2 9 6 35.5 4 6 34.9 6 3 34.3 8 0 33.7 9 6 33.2 1 3 32.6 3 0 32.0 4 6 31.4 6 3 30.8 8 0 30.2 9 6 29.7 1 3 29.1 3 0 28.5 4 6 27.9 6 3 27.3 8 0 26.7 9 6 0.9%UPPER SIDEWALK LEVEL 25.6 3 0 F S 25.04 6 23.8 8 0 23.29 6 22.7 1 3 22.1 3 0 21.5 4 6 20.96 3 20.3 8 0 19.79 6 19.2 1 3 18.6 3 0 36. 7 1 3 36. 1 3 0 F S 0.0% MIDDLE ELEVATED PLATFORM 26.2 1 3 25.6 3 0 F S 0.0% LOWER ELEVATED PLATFORM24.46 3 18.0 4 6 17.46 3 16.88 0 F S 0.0%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 % M A X 0. 0 % SI D E W A L K (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 F L O W EL. 46.79 0. 5 % CONSTRUCT 2' WIDE RIBBON GUTTER 47. 2 1 3 F S 0.0% 1 . 7 5 % 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 No v . 19 , 20 2 4 It e m #4 Pa g e 54 of 11 5 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 44.8 3 3 44.2 5 0 43.6 6 7 43.0 8 3 42.5 0 0 41.9 1 7 41.3 3 3 40.7 5 0 40.1 6 7 F S 39. 0 0 0 38. 4 1 7 37. 8 3 3 37 . 2 5 0 36 . 6 6 7 36 . 0 8 3 35. 5 0 0 34 . 9 1 7 34 . 3 3 3 33 . 7 5 0 33 . 1 6 7 32 . 5 8 3 46.0 0 F S 32. 0 0 0 31 . 4 1 7 46.0 0 0 F S 30 . 8 3 3 30 . 2 5 0 45.4 1 7 27.9 1 7 27.3 3 3 26.7 5 0 26.1 6 7 25.5 8 3 25.0 0 0 24.4 1 7 23.8 3 3 23.2 5 0 22.6 6 7 0.0% 22.0 8 3 21.5 0 0 20.9 1 7 20.3 3 3 39. 5 8 3 29 . 6 6 7 19.7 5 0 19.1 6 7 18.5 8 3 28 . 5 0 0 F S 0.0% 16.83 3 F S 0.0% 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 . 0 8 3 18.0 0 0 17.4 1 7 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 No v . 19 , 20 2 4 It e m #4 Pa g e 55 of 11 5 (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" CL R M I N 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" CL R M I N 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" CL R M I N 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 No v . 19 , 20 2 4 It e m #4 Pa g e 56 of 11 5 EXISTING 48"Ø CONC FOUNDATION PILE PLATFORM CL 24 " T Y P 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 No v . 19 , 20 2 4 It e m #4 Pa g e 57 of 11 5 2- #7 BARS CONT TOP & BOTTOM #5 @ 12" O.C. EW #4 @ 12" O.C. STIRRUPSVARIES 8" PLA T F O R M I N T E R N A L B E A M C L PLATFORM INTERNAL BEAM CL P L A T F O R M I N T E R N A L B E A M 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" CL R T Y P 3" CL R T Y P 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" CL R T Y P 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 No v . 19 , 20 2 4 It e m #4 Pa g e 58 of 11 5 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" T Y P . 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" M I N EM B E D 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" M I N EM B E D 43 4" 8" M I N EM B E D PRECAST CONC STAIR TREAD CONT 4"x12"x1/4" ALUMINUM STRINGER 12" MIN HANDRAIL EXTENSION 36 " T O P O F H A N D R A I L 1 1/2" x 2 3/4" ALUM TOP RAIL C P O S T L C P O S T L C P O S T L C P O S T L C P O S T L C P O S T L C P O S T L C P O S T L 1 1/2" DIAM HANDRAIL CONC PLATFORM FS CONC PLATFORM FS 36" TYP 3-7/8" MAX CLR TYP C P O S T L 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 " M I N T O P O F R A I L I N G 36 " T O P O F H A N D R A I L 42 " M I N T O P O F R A I L I N G D _ C P O S T L 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 " M I N 34 " T O 3 8 " 1 34" CLR 5'-11" (71") WIDE STAIR TREAD 1 1/2" DIAM HANDRAIL C P O S T L CONT 4x12 ALUMINUM STRINGER PRECAST CONC STAIR TREAD 3" CLR 1 12" MIN 2" 4x12x1/4" ALUM STRINGER L3x3x38 ALUMINUM W/ TWO 3x3x3 8" GUSSET PLATES PRECAST CONC STAIR TREAD 5" M I N EM B E D 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 - 12" 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 L3x3x38 ALUMINUM W/ TWO 3x3x38" 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-08D - 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 No v . 19 , 20 2 4 It e m #4 Pa g e 59 of 11 5 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 P O S T L 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 P O S T L 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 P O S T L 3' - 6 " ( 4 2 " ) ALUM PL 3/8 CENTERED ON EA POST C P O S T L 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 P O S T L 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 " ( 4 2 " ) RETAINING WALL IN VARIOUS LOCATIONS 3-1/2" TYP 4'-0" (48") TYPC P O S T L C P O S T L 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" RA I L I N G AN G L E P T C P O S T LC P O S T L C P O S T L 3' - 6 " ( 4 2 " ) 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 P O S T / P L A T F O R M L 3'-0" 10 "6" 8" 2- 1 / 2 " 1-3/4" TYP C P O S T L ELEVATIONELEVATION 2" x 2" x 14" ALUM RAILING POST 3- 1 / 2 " 4- 1 / 2 " FIELD VERIFY 17.12"17.12" RA I L I N G AN G L E P T 18.27" 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 P O S T L 2" x 2" x 14" 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 " ( 4 2 " ) CONCRETE CURB 3-1/2 TYP 4'-0" (48") TYPC P O S T L C P O S T L 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 No v . 19 , 20 2 4 It e m #4 Pa g e 60 of 11 5 PL A T F O R M I N T E R N A L B E A M C L PLATFORM FS 3" CL R T Y P #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" C L R M I N 3" C L R M I N 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 No v . 19 , 20 2 4 It e m #4 Pa g e 61 of 11 5 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 N2SYCAMORE 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" F O R H A N D R A I L BOTTOM CONCRETE STAIR ABOVE LANDING CONCRETE LANDING L PIER AND PLATFORMC PLATFORM RAILING 2x2 POST GUARDRAIL 2 S-08 S-11 N1SYCAMORE AVE UPPER LANDING RAILING PLAN 1/2"=1'-0"0 4'2' N3SYCAMORE AVE LOWER LANDING RAILING PLAN 1/2"=1'-0"0 4'2' 8.5 " T Y P 18.27"3'-0"GUARDRAIL 4 S-08 2x2 POST 2x2 POST 2x2 POST 12" C L T O T O P S T A I R N O S I N G 5'-5" CLR STAIR WALKING WIDTH TYP GUARDRAIL GUARDRAIL 1.5" DIAM. HANDRAIL 3'-0 " 3'-0 " 18. 2 7 " 3 S-09 8.5 " T Y P 18.27"3'-0" 12" C L TO T O P S T A I R N O S I N G 5'-5" CLR STAIR WALKING WIDTH TYP L PIER AND PLATFORMC 3 S-09 1 8 . 2 7 " 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" C L T O T O P S T A I R N O S I N G 5'-5" CLR STAIR WALKING WIDTH TYP R=4.75" FOR HANDR A I L GUARDRAIL 3' - 0 " 1 8 . 2 7 " 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" T Y P 8 . 5 " T Y P 3'-0 " 18. 2 7 " 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" CL R M A X T Y P 3" C L R M A X T Y P 3" C L R M A X T Y P SIDE-MOUNTED RAILING 1 8 . 2 7 " 18. 2 7 " FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION AND PLACEMENT 1 S-08 Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024 No v . 19 , 20 2 4 It e m #4 Pa g e 62 of 11 5 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 N2MAPLE AVE MIDDLE LANDING RAILING PLAN 1"=2'0 4'2' N1MAPLE AVE UPPER LANDING RAILING PLAN 1"=2'0 4'2' N3MAPLE AVE LOWER LANDING RAILING PLAN 1"=2'0 4'2' 12" GUARDRAIL R=4.75" FOR HANDRAIL 1.5" DIAM. HANDRAILGUARDRAIL 8.5 " T Y P 12" C L T O T O P S T A I R N O S I N G 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. 2 7 " R=4. 7 5 " F O R H A N D R A I L BOTTOM CONCRETE STAIR ABOVE LANDING 1.5" DIAM. HANDRAIL 1.5" DIAM. HANDRAIL S-08 2 GUARDRAIL PLATFORM RAILING PLATFORM RAILING GUARDRAIL 8.5 " T Y P 12" C L T O T O P S T A I R N O S I N G 5'-5" CLR STAIR WALKING WIDTH TYP S-08 3 18.27"3'-0"2x2 POST L PIER AND PLATFORMC S-09 3 18. 2 7 " 3'-0 " 3'-0 " 17. 1 2 " PLATFORM RAILING PLATFORM RAILING 16.5"21" S-09 3 18. 2 7 " 3'-0 " 3'-0 " 1.5" DIAM. HANDRAIL 8 . 5 " T Y P 12" C L T O T O P S T A I R N O S I N G 5'-5" CLR STAIR WALKING WIDTH TYP S-08 3 R=4.75" F O R H A N D R A I L 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" CL R M A X T Y P 3" C L R M A X T Y P 3" C L R M A X T Y P 18. 2 7 " 18. 2 7 " FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION AND PLACEMENT S-08 1 Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024 No v . 19 , 20 2 4 It e m #4 Pa g e 63 of 11 5 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 N2CHERRY AVE MIDDLE LANDING RAILING PLAN 1"=2'0 4'2' N1CHERRY AVE UPPER LANDING RAILING PLAN 1"=2'0 4'2' N3CHERRY AVE LOWER LANDING RAILING PLAN 1"=2'0 4'2' 12" R=4.75" F O R H A N D R A I L 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" F O R H A N D R A I L 1.5" DIAM. HANDRAIL GUARDRAIL GUARDRAIL 3'-0" 3'-0" 18.27 " 3 S-09 2x2 POST PLATFORM RAILING 8.5" T Y P 18.2 7 " 3'-0 " R=4.75" FOR HAND R A I L 8.5" T Y P 1.5" DIAM. HANDRAIL BOTTOM CONCRETE STAIR ABOVE LANDING 1 2 " C L T O T O P S T A I R N O S I N G 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" C L T O T O P S T A I R N O S I N G 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 18.2 7 " 3'-0" 21" 21" 12" 3" CLR MAX TYP 3 " C L R M A X T Y P 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 No v . 19 , 20 2 4 It e m #4 Pa g e 64 of 11 5 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 N2HEMLOCK AVE MIDDLE LANDING RAILING PLAN 1"=2'0 4'2' N1HEMLOCK AVE UPPER LANDING RAILING PLAN 1"=2'0 4'2' N3HEMLOCK AVE LOWER LANDING RAILING PLAN 1"=2'0 4'2' 12" GUARDRAIL 1.5" DIAM. HANDRAIL GUARDRAIL 8.5" TYP 12" C L T O T O P S T A I R N O S I N G 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. 2 7 " 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" F O R H A N D R A I L R=4.75" FOR HANDRAIL 1.5" DIAM. HANDRAIL 12" CL T O T O P S T A I R N O S I N G 1.5" DIAM. HANDRAIL GUARDRAIL S-08 4 3 S-08 3'-0 " 3'-0 " 18. 2 7 " PLATFORM RAILING PLATFORM RAILING L PIER AND PLATFORMC 3 S-09 3'-0 " 3'-0 " 18. 2 7 " 3 S-09 2x2 POST 2x2 POST PLATFORM RAILING 2 S-08 3 S-08 8.5" TYP 12 " C L T O T O P S T A I R N O S I N G 5'-5" CLR STAIR WALKING WIDTH L PIER AND PLATFORMC 3'-0 " 18. 2 7 " 3' - 0 " 1 8 . 2 7 " PLATFORM RAILING BOTTOM CONCRETE STAIR ABOVE LANDING R = 4 . 7 5 " F O R H A N D R A I L 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" C L R M A X T Y P 3" CLR M A X T Y P 3" C L R M A X T Y P 18. 2 7 " 18. 2 7 " 18. 2 7 " 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 No v . 19 , 20 2 4 It e m #4 Pa g e 65 of 11 5 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" C L R 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' - 1 0 " (N) EDGE OF FOOTING 9'-0" 4' - 0 " 6' - 8 " NATIVE BACKFILL 12" 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" AP P R O X . 3 6 " R E T A I N E D H E I G H T (F I E L D V E R I F Y ) Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024 No v . 19 , 20 2 4 It e m #4 Pa g e 66 of 11 5 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 No v . 19 , 20 2 4 It e m #4 Pa g e 67 of 11 5 VA R I E S (N ) S L A B O N G R A D E PR E C A S T C O N C . SI D E W A L K S E C T I O N 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"534" 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" CL R M I N (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" CL R TY P #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 EN D O F S E C T I O N (N) SIDE-MOUNTED RAILING 2 S-17 CONC. GRADE BEAM (E) BACK OF CURB (E) PIER FOUNDATION BELOW BE G I N N I N G O F S E C T I O N 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 No v . 19 , 20 2 4 It e m #4 Pa g e 68 of 11 5 PR E C A S T C O N C . S I D E W A L K S E C T I O N ON E P I E C E 1 4 ' - 6 " 3' - 1 0 " ± (N ) S L A B O N G R A D E 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" CL R M I N 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 ) G R A D E B E A M ℄ ( E ) G R A D E B E A M 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 SLABCJCJ CJ DOUBLE T-BEAM UNDER TOPPING SLAB Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024 No v . 19 , 20 2 4 It e m #4 Pa g e 69 of 11 5 9" REINF CONC SLAB 8'-0" 3" CL R M I N 8" 12" 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 No v . 19 , 20 2 4 It e m #4 Pa g e 70 of 11 5 CARLSBAD BLVD CARLSB A D B L V 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 - 3:35 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 N1ELECTRICAL PLAN 1"=10'0 MA T C H L I N E S T A : 7 0 + 6 2 - S E E E - 0 2 20'10'5' 53 95 IMPROVEMENT PLANS FOR: ELECTRICAL PLAN 1 CIP #3896 529-8MM MM TM E-01 MA T C H L I N E S T A : 6 8 + 1 6 . 7 5 MA T C H L I N E S T A : 6 8 + 1 6 . 7 5 (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 No v . 19 , 20 2 4 It e m #4 Pa g e 71 of 11 5 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 MA T C H L I N E S T A : 7 7 + 3 3 - S E E E - 0 3 MA T C H L I N E S T A : 7 0 + 6 2 - S E E E - 0 1 54 95 IMPROVEMENT PLANS FOR: ELECTRICAL PLAN 2 CIP #3896 529-8MM MM TM E-02N1ELECTRICAL PLAN 1"=10'0 20'10'5' MA T C H L I N E S T A : 7 3 + 9 7 . 4 7 MA T C H L I N E S T A : 7 3 + 9 7 . 4 7 (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 No v . 19 , 20 2 4 It e m #4 Pa g e 72 of 11 5 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 MA T C H L I N E S T A : 8 4 + 0 3 - S E E E - 0 4 MA T C H L I N E S T A : 7 7 + 3 3 - S E E E - 0 2 55 95 IMPROVEMENT PLANS FOR: ELECTRICAL PLAN 3 CIP #3896 529-8MM MM TM E-03N1ELECTRICAL PLAN 1"=10'0 20'10'5' MA T C H L I N E S T A : 8 0 + 6 7 . 5 2 MA T C H L I N E S T A : 8 0 + 6 7 . 5 2 (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 No v . 19 , 20 2 4 It e m #4 Pa g e 73 of 11 5 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 MA T C H L I N E S T A : 8 4 + 0 3 - S E E E - 0 3 56 95 IMPROVEMENT PLANS FOR: ELECTRICAL PLAN 4 CIP #3896 529-8MM MM TM MA T C H L I N E S T A : 9 0 + 7 3 - S E E E - 0 5 E-04 N1ELECTRICAL PLAN 1"=10'0 20'10'5' MA T C H L I N E S T A : 8 7 + 3 7 . 9 3 MA T C H L I N E S T A : 8 7 + 3 7 . 9 3 (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 No v . 19 , 20 2 4 It e m #4 Pa g e 74 of 11 5 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 MA T C H L I N E S T A : 9 0 + 7 3 - S E E E - 0 4 57 95 IMPROVEMENT PLANS FOR: ELECTRICAL PLAN 5 CIP #3896 529-8MM MM TM E-05 N1ELECTRICAL PLAN 1"=10'0 20'10'5' MA T C H L I N E S T A : 9 4 + 0 8 . 0 3 - S E E E - 0 6 (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 No v . 19 , 20 2 4 It e m #4 Pa g e 75 of 11 5 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 MA T C H L I N E S T A : 9 4 + 0 8 . 0 3 - S E E E - 0 5 (E) CONDUIT (TYP.) SL1467 (E) PULLBOX Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024 No v . 19 , 20 2 4 It e m #4 Pa g e 76 of 11 5 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 SL1467SL1470SL1423 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 No v . 19 , 20 2 4 It e m #4 Pa g e 77 of 11 5 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 No v . 19 , 20 2 4 It e m #4 Pa g e 78 of 11 5 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. AP P R O X . 2 6 ' - 3 " F R O M T O P O F S L T O B A S E P L A T E 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 No v . 19 , 20 2 4 It e m #4 Pa g e 79 of 11 5 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 JIM.MILTON@CARLSBADCA.GOV AND NESTOR MANGOHIG AT NESTOR.MANGOHIG@CARLSBADCA.GOV. 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 No v . 19 , 20 2 4 It e m #4 Pa g e 80 of 11 5 D D D D 90' BICYCLE SHIFTING TAPER 100' BUFFER 6 ' M I N . 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 1 0 0 ' 66+06 R9-11a(L)C30(CA) C30(CA) C30(CA) R3-2 C30(CA) R3-2 R3-5(R)1 0 0 ' M4-9b(R) R3-2 17 ' (7 ' ) (1 0 ' ) (1 0 ' ) (1 0 ' ) (1 0 ' ) (1 1 ' ) (7 ' ) R2-1(20) G20-5aP G20-5aP R4-7a W11-1 W16-7P(R) N-3(CA) R3-5(R) N-3(CA) 1 0 0 ' W20-1 350' REMOVE PAVEMENT MARKING REMOVE PAVEMENT MARKING AND INSTALL THROUGH ARROW CMS CM S 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 10 0 ' 10 0 ' R9-10 6' M I N . 6' M I N . 82' SHI F T I N G T A P E R 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' M I N . R9- 1 1 a ( L ) C3 0 ( C A ) C30 ( C A ) 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 - 5 a P R4- 7 a 180' MERGING TAPER 50' BUFFER 111' BUFFER 350'10 0 ' "NO BEACH ACCESS AHEAD" SIGN 10 ' 10 ' (7 ' ) R9-9 R4-7a 10 0 ' 50' BUFFER W1-7 N-3(CA) R4-7a R4-7a C30(CA) M4-9b(R) N-3 ( C A ) RE M O V E P A V E M E N T MA R K I N G A N D I N S T A L L 2 3 1 R9-9 C9A(CA) R9-9 W1-7 R3-2 W6-3 R2-1(20) 4 R2- 1 ( 2 0 ) 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 BLV D . (SPEED LIMIT = 3 0 M P H ) N OAK AVE. LINC O L N S T . PINE A V E . M A T C H L I N E S T A : 6 6 + 5 0 - S E E B E L O W MA T C H L I N E S T A : 6 6 + 5 0 - S E E A B O V E MA T C H L I N E S T A : 7 9 + 0 0 - S E E T C - 0 3 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 No v . 19 , 20 2 4 It e m #4 Pa g e 81 of 11 5 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' M I N . 10 ' (1 0 ' ) (1 0 ' ) (1 0 ' ) (1 0 ' ) (5 ' ) (7 ' ) R2-1(20) G20-5aP 350'350' (1 0 ' ) (1 0 ' ) R2-1(20) G20-5aP 6' M I N . 10 ' (1 0 ' ) (1 0 ' ) (7 ' ) 6' M I N . 10 ' (1 0 ' ) (1 0 ' ) (5 ' ) 6' M I N . 10 ' (1 0 ' ) (1 0 ' ) (1 0 ' ) (7 ' ) 6' M I N . 10 ' 10 0 ' W20-1 G20-2 10 0 ' W20-1 G20-2 CM S 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 (1 0 ' ) (1 0 ' ) (1 0 ' ) (7 ' ) (1 0 ' ) (1 0 ' ) (7 ' ) W11-2 W16-9P (1 0 ' ) (1 0 ' ) (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 MA T C H L I N E S T A : 7 9 + 0 0 - S E E T C - 0 2 CHERRY AVE.ACACIA AVE.JUNIPER AVE.MAPLE AVE. CARLSBAD BLVD. (SPEED LIMIT = 30 MPH) MA T C H L I N E S T A : 9 2 + 0 0 - S E E A B O V E MA T C H L I N E S T A : 9 2 + 0 0 - S E E B E L O W HEMLOCK AVE. CARLSBAD BLVD. (SPEED LIMIT = 30 MPH) PHASE 2: DETOUR PLAN SCALE: N.T.S. N CARL S B A D B L V D . P I N E A V E . LINC O L N S T . GARF I E L D S T . W20-2 M4-8a W20-2 (36"x36") M4-8a (24"x18") W A L N U T A V E . 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 M A P L E A V E . S Y C A M O R E A V E . C H E S T N U T A V E . A C A C I A A V E . C H E R R Y A V E . 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 No v . 19 , 20 2 4 It e m #4 Pa g e 82 of 11 5 D D D D D D G20-2 W20-1 W20-1 G20-2 G20-2 10 0 ' 10 0 ' 10 0 ' 82' SHI F T I N G T A P E R 66+0 6 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' M I N . 6' M I N . R9- 1 1 a ( L ) C30 ( C A ) C30 ( C A ) R3-5(R) R3-5(R) R3- 2 (7 ' ) 10 ' 10 ' (7 ' ) 10 ' 10 ' 10 ' 10 ' (7 ' ) (8 ' ) W20-1 R2- 1 ( 1 5 ) G2 0 - 5 a P C30(CA) (1 0 ' ) (1 0 ' ) 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 T A P E R 90' BUFFER G20-2 (1 4 ' ) (1 1 ' ) (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) CM S "NO BEACH ACCESS AHEAD" SIGN W11-1 W16-7P C30 (CA) 6' M I N . 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' M I N . 6' M I N . 10 ' (1 0 ' ) (1 0 ' ) (1 0 ' ) (1 0 ' ) (5 ' ) 10 ' 6' M I N . 10 ' 10 ' 6' M I N . 10 ' 10 ' (7 ' ) R2-1(20) G20-5aP 10 0 ' W20-1 C30(CA) 90' SHIFTING TAPER 50' BUFFER 6' M I N . 10 ' 10 ' 6' M I N . G20-2 10 0 ' W20-1 (1 0 ' ) (1 0 ' ) (7 ' ) 6' M I N . 10 ' (1 0 ' ) (1 0 ' ) (1 0 ' ) (7 ' ) 6' M I N . 10 ' (1 0 ' ) (1 0 ' ) (1 0 ' ) (7 ' ) R4-7a R4-7a W11-2 W16-9P CM S W1-4(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 MA T C H L I N E S T A : 7 9 + 0 0 - S E E B E L O W WALNUT AVE.SYCAMORE AVE.CHESTNUT AVE. PHASE 2B: TRAFFIC CONTROL PLAN SCALE: 1" = 40' CARLSBAD BLVD. (SPEED LIMIT = 30 MPH) MA T C H L I N E S T A : 7 9 + 0 0 - S E E A B O V E CHERRY AVE.ACACIA AVE.JUNIPER AVE.MAPLE AVE. CARLSBAD BLVD. (SPEED LIMIT = 30 MPH) MA T C H L I N E S T A : 9 2 + 0 0 - S E E T C - 0 5 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 No v . 19 , 20 2 4 It e m #4 Pa g e 83 of 11 5 D G20-2 92+00 93+00 94+00 95+00 (1 0 ' ) (1 0 ' ) (1 0 ' ) (7 ' ) (1 0 ' ) (1 0 ' ) (5 ' ) 50' DOWNSTREAM TAPER W11-2 W16-9P (7 ' ) (1 0 ' ) (1 0 ' ) 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 MA T C H L I N E S T A : 9 2 + 0 0 - S E E A B O V E 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 No v . 19 , 20 2 4 It e m #4 Pa g e 84 of 11 5 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 ' ) (1 0 ' ) (1 0 ' ) (1 0 ' ) 10 ' 6' M I N . (1 0 ' ) 10 ' (1 0 ' ) 6' M I N . 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 CM S 1 R9-9 M4-9(R) W11-1 W16-7P D D D D D D D D 50' DOWNSTREAM TAPERCONSTRUCTIONSTAGING 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 ' ) (1 0 ' ) (1 0 ' ) (1 0 ' ) 10 ' (1 0 ' ) 10 ' 6' M I N . (1 0 ' ) 10 ' (1 0 ' ) 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' M I N . 6' M I N . 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 MA T C H L I N E S T A : 8 4 + 5 0 - S E E B E L O W ACACIA AVE.MAPLE AVE. CARLSBAD BLVD. (SPEED LIMIT = 30 MPH) MA T C H L I N E S T A : 8 4 + 5 0 - S E E A B O V E CHESTNUT AVE.SYCAMORE AVE. CHERRY AVE.JUNIPER AVE. CARLSBAD BLVD. (SPEED LIMIT = 30 MPH) HEMLOCK AVE.REDWOOD AVE. MA T C H L I N E S T A : 9 6 + 5 0 - S E E T C - 0 7 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 No v . 19 , 20 2 4 It e m #4 Pa g e 85 of 11 5 D D D D D R9-9 PARKING LOT (1 0 ' ) (1 0 ' ) 97+00 98+00 99+00 100+00 101+00 102+00 (1 0 ' ) (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 MA T C H L I N E S T A : 9 6 + 5 0 - S E E T C - 0 6 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 No v . 19 , 20 2 4 It e m #4 Pa g e 86 of 11 5 D D D D CARLS B A D B O U L E V A R D OCEAN STREET NORTH 0 feet40 1" = 20' - 0" 20 60 80 MA T C H L I N E , S E E S H E E T L C - 0 2 CITY OF CARLSBAD 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 June 2024 - 10:28 AM Z:\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 ICENS E D L A N D S C APE ARC H I T E C T S TA TE OF C A L I F O R N IA CHRIST O P H E R L . LANGDO N 4 9 1 5 Renewal Date Date Signature 02/28/2025 95 KEYMAP (NOT TO SCALE) LC-01 LC-02 LC-03 LC-04 LC-05 LC-06 69 IMPROVEMENT PLANS FOR: LANDSCAPE CONSTRUCTION PLAN 1 11146346 LC-01 J-01 P-01 J-02 MATERIALS SCHEDULE (PARTIAL) KEY SYMBOL DESCRIPTION P-01 STANDARD GRAY CONCRETE: MIX, STRENGTH, AND PROFILE PER CIVIL PLANS J-01 EXPANSION JOINT J-02 CONTROL JOINT REFER TO FULL MATERIALS AND FINISH SCHEDULE ON SHEET LC-07 LIMI T O F W O R K LIMIT OF WO R K LIMIT OF WORK LIMIT OF W O R K SYMBOL DESCRIPTION 1 GUARDRAIL BY CIVIL KEYNOTES (SPECIFIC TO THIS SHEET) 2 EXIST. 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 No v . 19 , 20 2 4 It e m #4 Pa g e 87 of 11 5 D D D D CH E S T N U T A V E N U E SY C A M O R E A V E N U E WA L N U T A V E N U E CARLSBAD BOULEVARD MA T C H L I N E , S E E S H E E T L C - 0 3 MA T C H L I N E , S E E S H E E T L C - 0 1 NORTH 0 feet40 1" = 20' - 0" 20 60 80 CITY OF CARLSBAD 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 June 2024 - 10:29 AM Z:\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 ICENS E D L A N D S CA PE ARC H I T E C T S TA TE OF C A L I F O R NIA CHRIST O P H E R L . LANGDO N 4 9 1 5 Renewal Date Date Signature 02/28/2025 95 P-02 KEYMAP (NOT TO SCALE) LC-01 LC-03 LC-04 LC-05 LC-06LC-02 70 IMPROVEMENT PLANS FOR: LANDSCAPE CONSTRUCTION PLAN 2 11146346 LC-02 J-01 P-03 P-01 J-02 MATERIALS SCHEDULE (PARTIAL) KEY SYMBOL DESCRIPTION P-01 STANDARD GRAY CONCRETE: MIX, STRENGTH, AND PROFILE PER CIVIL PLANS P-02 LITHOCRETE CONCRETE PAVING P-03 COLORED CONCRETE: MIX, STRENGTH, AND PROFILE PER CIVIL PLANS J-01 EXPANSION JOINT J-02 CONTROL JOINT REFER TO FULL MATERIALS AND FINISH SCHEDULE ON SHEET LC-07 LIMIT OF W O R K LIMIT OF WORK LIMIT OF WORK LIMIT OF WORK 1 GUARDRAIL BY CIVIL KEYNOTES (SPECIFIC TO THIS SHEET) 2 EXISTING UTILITIES TO REMAIN. PROTECT IN PLACE, TYP. 3 EXISTING FURNISHINGS, REFER TO CIVIL DRAWINGS FOR REMOVAL, STORAGE AND RE-INSTALLATION P-02 J-02 1 23 LIMIT OF WORK LIMIT OF WORK SYMBOL DESCRIPTION Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024 No v . 19 , 20 2 4 It e m #4 Pa g e 88 of 11 5 D D D D D D MA P L E A V E N U E AC A C I A A V E N U E CARLSBAD BOULEVARD NORTH 0 feet40 1" = 20' - 0" 20 60 80 MA T C H L I N E , S E E S H E E T L C - 0 4 CITY OF CARLSBAD 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 June 2024 - 10:41 AM Z:\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 ICENS E D L A N D S CA PE ARC H I T E C T S TA TE OF C A L I F O R NIA CHRIST O P H E R L . LANGDO N 4 9 1 5 Renewal Date Date Signature 02/28/2025 95 MA T C H L I N E , S E E S H E E T L C - 0 2 KEYMAP (NOT TO SCALE) 71 IMPROVEMENT PLANS FOR: LANDSCAPE CONSTRUCTION PLAN 3 11146346 LC-03 LC-01 LC-03 LC-04 LC-05 LC-06LC-02 P-02 J-01 P-03 P-01 J-02 LIMIT OF WORK LIMIT O F W O R K LIMIT OF WORK LIMIT OF WORK J-02 P-02 J-02 1 2 3 LIMIT OF WORK LIMIT OF WOR K 1 GUARDRAIL BY CIVIL KEYNOTES (SPECIFIC TO THIS SHEET) 2 EXISTING UTILITIES TO REMAIN. PROTECT IN PLACE, TYP. 3 EXISTING FURNISHINGS, REFER TO CIVIL DRAWINGS FOR REMOVAL, STORAGE AND RE-INSTALLATION SYMBOL DESCRIPTION MATERIALS SCHEDULE (PARTIAL) KEY SYMBOL DESCRIPTION P-01 STANDARD GRAY CONCRETE: MIX, STRENGTH, AND PROFILE PER CIVIL PLANS P-02 LITHOCRETE CONCRETE PAVING P-03 COLORED CONCRETE: MIX, STRENGTH, AND PROFILE PER CIVIL PLANS J-01 EXPANSION JOINT J-02 CONTROL JOINT REFER TO FULL MATERIALS AND FINISH SCHEDULE ON SHEET LC-07 Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024 No v . 19 , 20 2 4 It e m #4 Pa g e 89 of 11 5 D D D D D D D D D CARLSBAD BOULEVARD CH E R R Y AV E N U E JU N I P E R AV E N U E DD D D D D D D D D D D D D D D D D D D DDD D D D D D D SI5& NORTH 0 feet40 1" = 20' - 0" 20 60 80 MA T C H L I N E , S E E S H E E T L C - 0 5 CITY OF CARLSBAD 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:26 June 2024 - 5:38 AM Z:\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 ICENS E D L A N D S CA PE ARC H I T E C T S TA TE OF C A L I F O R NIA CHRIST O P H E R L . LANGDO N 4 9 1 5 Renewal Date Date Signature 02/28/2025 95 MA T C H L I N E , S E E S H E E T L C - 0 3 72 IMPROVEMENT PLANS FOR: LANDSCAPE CONSTRUCTION PLAN 4 11146346 LC-04 LC-01 LC-03 LC-04 LC-05 LC-06LC-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 1 GUARDRAIL BY CIVIL KEYNOTES (SPECIFIC TO THIS SHEET) 2 EXISTING UTILITIES TO REMAIN. PROTECT IN PLACE, TYP. 3 4 3 12 4 CONSTRUCTION STAGING AREA LIMIT OF WORK LIMIT OF WORK SYMBOL DESCRIPTION EXISTING FURNISHINGS, REFER TO CIVIL DRAWINGS FOR REMOVAL, STORAGE AND RE-INSTALLATION MATERIALS SCHEDULE (PARTIAL) KEY SYMBOL DESCRIPTION P-01 STANDARD GRAY CONCRETE: MIX, STRENGTH, AND PROFILE PER CIVIL PLANS P-02 LITHOCRETE CONCRETE PAVING P-03 COLORED CONCRETE: MIX, STRENGTH, AND PROFILE PER CIVIL PLANS J-01 EXPANSION JOINT J-02 CONTROL 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 No v . 19 , 20 2 4 It e m #4 Pa g e 90 of 11 5 D D CARLSBAD BOULEVARD HE M L O C K AV E N U E RE D W O O D AV E N U E NORTH 0 feet40 1" = 20' - 0" 20 60 80 MA T C H L I N E , S E E S H E E T L C - 0 6 CITY OF CARLSBAD 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 June 2024 - 10:48 AM Z:\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 ICENS E D L A N D S CA PE ARC H I T E C T S TA TE OF C A L I F O R NIA CHRIST O P H E R L . LANGDO N 4 9 1 5 Renewal Date Date Signature 02/28/2025 95 MA T C H L I N E , S E E S H E E T L C - 0 4 KEYMAP (NOT TO SCALE) 73 IMPROVEMENT PLANS FOR: LANDSCAPE CONSTRUCTION PLAN 5 11146346 LC-05 LC-01 LC-03 LC-04 LC-05 LC-06LC-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 1 GUARDRAIL BY CIVIL KEYNOTES (SPECIFIC TO THIS SHEET) 2 EXISTING UTILITIES TO REMAIN. PROTECT IN PLACE, TYP. 3 EXISTING FURNISHINGS, REFER TO CIVIL DRAWINGS FOR REMOVAL, STORAGE AND RE-INSTALLATION SYMBOL DESCRIPTION MATERIALS SCHEDULE (PARTIAL) KEY SYMBOL DESCRIPTION P-01 STANDARD GRAY CONCRETE: MIX, STRENGTH, AND PROFILE PER CIVIL PLANS P-02 LITHOCRETE CONCRETE PAVING P-03 COLORED CONCRETE: MIX, STRENGTH, AND PROFILE PER CIVIL PLANS J-01 EXPANSION JOINT J-02 CONTROL JOINT REFER TO FULL MATERIALS AND FINISH SCHEDULE ON SHEET LC-07 Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024 No v . 19 , 20 2 4 It e m #4 Pa g e 91 of 11 5 D D SE Q U O I A A V E N U E CARLSBAD BOULEVARD TA M A R A C K AV E N U E CH E S T N U T A V E N U E SYC A M O R E A V E N U E WALN U T A V E N U E PIN E A V E N U E MAP L E A V E N U E ACA C I A A V E N U E SEQ U O I A A V E N U E CHIN Q U A P I N A V E N U E CARLSBAD B O U L E V A R D OCEAN STREET OCEAN STREET CARLSBAD BOULEVARD CARLSBAD BOULEVARD CARLSBAD BOULEVARD CARLSBAD BOULEVARD CARLSBAD BOULEVARD CHER R Y AVE N U E JUN I P E R AVE N U E HEM L O C K AVE N U E RED W O O D AVE N U E TAM A R A C K AVE N U E NORTH 0 feet40 1" = 20' - 0" 20 60 80 CITY OF CARLSBAD 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 August 2024 - 4:23 PM Z:\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 ICENS ED L A N D S C APE ARC H I T E C T S TA TE OF C A L I F O R N IA CHRIST O P H E R L . LANGDO N 4 9 1 5 Renewal Date Date Signature 02/28/2025 95 MA T C H L I N E , S E E S H E E T L C - 0 5 KEYMAP (NOT TO SCALE) 74 IMPROVEMENT PLANS FOR: LANDSCAPE CONSTRUCTION PLAN 6 11146346 LC-06 LC-01 LC-03 LC-04 LC-05 LC-06LC-02 LIMIT OF WORK LIMIT OF WORK LI M I T O F W O R K EXISTING RESTROOM SYMBOL DESCRIPTION 1 "NO WORK IN THIS AREA, PROTECT-IN-PLACE" KEYNOTE (SPECIFIC TO THIS SHEET) 2 2 CULTURAL-HISTORICAL BOUNDARY, "PROTECT-IN-PLACE" 1 Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024 No v . 19 , 20 2 4 It e m #4 Pa g e 92 of 11 5 CITY OF CARLSBAD 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 August 2024 - 11:47 AM Z:\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 ICENS E D L A N D S CA PE ARC H I T E C T S TA TE OF C A L I F O R NIA CHRIST O P H E R L . LANGDO N 4 9 1 5 Renewal Date Date Signature 02/28/2025 9575 IMPROVEMENT PLANS FOR: LANDSCAPE CONSTRUCTION NOTES & LEGEND 11146346 LC-07 MATERIALS AND FINISH SCHEDULE KEY SYMBOL DESCRIPTION COLOR / FINISH REMARKS SUPPLIERS DETAIL 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-02 LITHOCRETE 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-01 EXPANSION JOINT ---PER CIVIL J-02 CONTROL 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 No v . 19 , 20 2 4 It e m #4 Pa g e 93 of 11 5 D D D D -0+00 1+00 2+00 3+00 4+00 1+ 0 0 2+00 3+00 2" 2" 1-1/2" 1-1/2" 1-1/2" CARLSB A D B O U L E V A R D 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 VALVE EXISTING QUICK COUPLING VALVE EXISTING IRRIGATION CONTROLLER EXISTING WATER METER EXISTING BACKFLOW PREVENTER EXISTING MASTER VALVE EXISTING FLOW METER EXISTING MAINLINE, FIELD VERIFY NO SYMBOL EXISTING LATERAL LINE, FIELD VERIFY EXISTING WIRE CONDUIT EXISTING WIRE PULL BOX PROPOSED QUICK COUPLER VALVE PROPOSED MAINLINE FOR QUICK COUPLERS PROPOSED ISOLATION VALVE CONNECT TO EXISTING IRRIGATION MAINLINE REVEGETATION PLANTING AREA, TYPICAL 2-1/2" 1-1/2" FLOW FLOWFLOWFLOWDD D D D D D D D D D D D D D D D D D D DDD D D D D D D SI5& -0+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 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 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+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 33+00 34+00 35+00 35+15 NORTH 0 feet40 1" = 20' 20 60 80 MA T C H L I N E , S E E S H E E T L I - 0 2 CITY OF CARLSBAD 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 June 2024 - 12:34 PM Z:\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 ICENS E D L A N D S CA PE ARC H I T E C T S TA TE OF C A L I F O R NIA CHRIST O P H E R L . LANGDO N 4 9 1 5 Renewal Date Date Signature 02/28/2025 9576 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-01 LI-02 LI-03 LI-04 LI-05 LI-06 LI M I T O F W O R K LIMIT OF W O R K LIMI T O F W O R K LIMIT OF WORK EXISTING RESTROOM Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024 No v . 19 , 20 2 4 It e m #4 Pa g e 94 of 11 5 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" CH E S T N U T A V E N U E SY C A M O R E A V E N U E WA L N U T A V E N U E CARLSBAD BOULEVARD 1-1/2" 2" 2" 2" IRRIGATION LEGEND SYMBOL DESCRIPTION EXISTING BALL VALVE EXISTING REMOTE CONTROL VALVE EXISTING DRIP REMOTE CONTROL VALVE EXISTING QUICK COUPLING VALVE EXISTING IRRIGATION CONTROLLER EXISTING WATER METER EXISTING BACKFLOW PREVENTER EXISTING MASTER VALVE EXISTING FLOW METER EXISTING MAINLINE, FIELD VERIFY NO SYMBOL EXISTING LATERAL LINE, FIELD VERIFY EXISTING WIRE CONDUIT EXISTING WIRE PULL BOX PROPOSED QUICK COUPLER VALVE PROPOSED MAINLINE FOR QUICK COUPLERS PROPOSED ISOLATION VALVE CONNECT TO EXISTING IRRIGATION MAINLINE REVEGETATION PLANTING AREA, TYPICAL 2-1/2" 1-1/2" FLOW FLOWFLOWFLOWDD D D D D D D D D D D D D D D D D D D DDD D D D D D D SI5& -0+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 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 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+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 33+00 34+00 35+00 35+15 NORTH 0 feet40 1" = 20' 20 60 80 MA T C H L I N E , S E E S H E E T L I - 0 3 CITY OF CARLSBAD 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 June 2024 - 12:34 PM Z:\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 ICENS E D L A N D S CA PE ARC H I T E C T S TA TE OF C A L I F O R NIA CHRIST O P H E R L . LANGDO N 4 9 1 5 Renewal Date Date Signature 02/28/2025 95 MA T C H L I N E , S E E S H E E T L I - 0 1 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. 6 6 6 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-01 LI-02 LI-03 LI-04 LI-05 LI-06 LIMIT OF W O R K 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 No v . 19 , 20 2 4 It e m #4 Pa g e 95 of 11 5 D D D D D D12+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" MA P L E A V E N U E AC A C I A A V E N U E CARLSBAD BOULEVARD 2" IRRIGATION LEGEND SYMBOL DESCRIPTION EXISTING BALL VALVE EXISTING REMOTE CONTROL VALVE EXISTING DRIP REMOTE CONTROL VALVE EXISTING QUICK COUPLING VALVE EXISTING IRRIGATION CONTROLLER EXISTING WATER METER EXISTING BACKFLOW PREVENTER EXISTING MASTER VALVE EXISTING FLOW METER EXISTING MAINLINE, FIELD VERIFY NO SYMBOL EXISTING LATERAL LINE, FIELD VERIFY EXISTING WIRE CONDUIT EXISTING WIRE PULL BOX PROPOSED QUICK COUPLER VALVE PROPOSED MAINLINE FOR QUICK COUPLERS PROPOSED ISOLATION VALVE CONNECT TO EXISTING IRRIGATION MAINLINE REVEGETATION PLANTING AREA, TYPICAL 2-1/2" 1-1/2" FLOW FLOWFLOWFLOWDD D D D D D D D D D D D D D D D D D D DDD D D D D D D SI5& -0+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 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 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+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 33+00 34+00 35+00 35+15 NORTH 0 feet40 1" = 20' 20 60 80 MA T C H L I N E , S E E S H E E T L I - 0 4 CITY OF CARLSBAD 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 June 2024 - 12:35 PM Z:\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 ICENS E D L A N D S CA PE ARC H I T E C T S TA TE OF C A L I F O R NIA CHRIST O P H E R L . LANGDO N 4 9 1 5 Renewal Date Date Signature 02/28/2025 95 MA T C H L I N E , S E E S H E E T L I - 0 2 78 IMPROVEMENT PLANS FOR: LANDSCAPE IRRIGATION PLAN 3 11146346 LI-03 1 1 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 6 6 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-01 LI-02 LI-03 LI-04 LI-05 LI-06 LIMIT OF WORK LIMIT O F W O R K LIMIT OF WORK LIMIT OF WORK LIMIT OF WORK LIMIT OF WOR K Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024 No v . 19 , 20 2 4 It e m #4 Pa g e 96 of 11 5 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" L L LLR R R 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" CH E R R Y AV E N U E JU N I P E R AV E N U E ADJUST EXISTING IRRIGATION SYSTEMS (WITH TURF SPARY AND ROTOR HEADS) FOR COMPLETE WATER COVERAGE WITHOUT OVERLAP INTO BIORETENTION BASIN IRRIGATION LEGEND SYMBOL DESCRIPTION EXISTING BALL VALVE EXISTING REMOTE CONTROL VALVE EXISTING DRIP REMOTE CONTROL VALVE EXISTING QUICK COUPLING VALVE EXISTING IRRIGATION CONTROLLER EXISTING WATER METER EXISTING BACKFLOW PREVENTER EXISTING MASTER VALVE EXISTING FLOW METER EXISTING MAINLINE, FIELD VERIFY NO SYMBOL EXISTING LATERAL LINE, FIELD VERIFY EXISTING WIRE CONDUIT EXISTING WIRE PULL BOX PROPOSED QUICK COUPLER VALVE PROPOSED MAINLINE FOR QUICK COUPLERS PROPOSED ISOLATION VALVE CONNECT TO EXISTING IRRIGATION MAINLINE REVEGETATION PLANTING AREA, TYPICAL 2-1/2" 1-1/2" FLOWFLOWFLOWFLOWDD D D D D D D D D D D D D D D D D D D DDD DD D D D D -0+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 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 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+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 33+00 34+00 35+00 35+15 L L LLR R R R SYMBOL DESCRIPTION 12" POP-UP MULTI-STREAM ROTARY HEAD (IN SHRUB) 12" POP-UP MULTI-STREAM ROTARY HEAD (IN SHRUB) L R NORTH 0 feet40 1" = 20' 20 60 80 MA T C H L I N E , S E E S H E E T L I - 0 5 CITY OF CARLSBAD 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 June 2024 - 12:35 PM Z:\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 ICENS E D L A N D S CA PE ARC H I T E C T S TA TE OF C A L I F O R NIA CHRIST O P H E R L . LANGDO N 4 9 1 5 Renewal Date Date Signature 02/28/2025 95 MA T C H L I N E , S E E S H E E T L I - 0 3 79 IMPROVEMENT PLANS FOR: LANDSCAPE IRRIGATION PLAN 4 11146346 LI-04 5 11 978 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 3 3 2 6 6 6 ENLARGED VIEW 2 LI-01 LI-02 LI-03 LI-04 LI-05 LI-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 No v . 19 , 20 2 4 It e m #4 Pa g e 97 of 11 5 FLOW D D SI5& 2" 1-1/2"1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 2" HE M L O C K A V E N U E RE D W O O D A V E N U E CARLSBAD BOULEVARD 2" IRRIGATION LEGEND SYMBOL DESCRIPTION EXISTING BALL VALVE EXISTING REMOTE CONTROL VALVE EXISTING DRIP REMOTE CONTROL VALVE EXISTING QUICK COUPLING VALVE EXISTING IRRIGATION CONTROLLER EXISTING WATER METER EXISTING BACKFLOW PREVENTER EXISTING MASTER VALVE EXISTING FLOW METER EXISTING MAINLINE, FIELD VERIFY NO SYMBOL EXISTING LATERAL LINE, FIELD VERIFY EXISTING WIRE CONDUIT EXISTING WIRE PULL BOX PROPOSED QUICK COUPLER VALVE PROPOSED MAINLINE FOR QUICK COUPLERS PROPOSED ISOLATION VALVE CONNECT TO EXISTING IRRIGATION MAINLINE REVEGETATION PLANTING AREA, TYPICAL 2-1/2" 1-1/2" FLOWFLOWFLOWFLOWDD D D D D D D D D D D D D D D D D D D DDD DD D D D D SI5& -0+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 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 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+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 33+00 34+00 35+00 35+15 NORTH 0 feet40 1" = 20' 20 60 80 MA T C H L I N E , S E E S H E E T L I - 0 6 CITY OF CARLSBAD 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 June 2024 - 12:37 PM Z:\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 ICENS E D L A N D S CA PE ARC H I T E C T S TA TE OF C A L I F O R NIA CHRIST O P H E R L . LANGDO N 4 9 1 5 Renewal Date Date Signature 02/28/2025 95 MA T C H L I N E , S E E S H E E T L I - 0 4 80 IMPROVEMENT PLANS FOR: LANDSCAPE IRRIGATION PLAN 5 11146346 LI-05 5 1 1 7 5 77 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 44 4 6 6 1 LI-01 LI-02 LI-03 LI-04 LI-05 LI-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 No v . 19 , 20 2 4 It e m #4 Pa g e 98 of 11 5 D 32+00 33+00 34+00 35+00 32+00 33+00 34+00 35+00 1-1/2" 2" CARLSBAD BOULEVARD 2" TA M A R A C K AV E N U E IRRIGATION LEGEND SYMBOL DESCRIPTION EXISTING BALL VALVE EXISTING REMOTE CONTROL VALVE EXISTING DRIP REMOTE CONTROL VALVE EXISTING QUICK COUPLING VALVE EXISTING IRRIGATION CONTROLLER EXISTING WATER METER EXISTING BACKFLOW PREVENTER EXISTING MASTER VALVE EXISTING FLOW METER EXISTING MAINLINE, FIELD VERIFY NO SYMBOL EXISTING LATERAL LINE, FIELD VERIFY EXISTING WIRE CONDUIT EXISTING WIRE PULL BOX PROPOSED QUICK COUPLER VALVE PROPOSED MAINLINE FOR QUICK COUPLERS PROPOSED ISOLATION VALVE CONNECT TO EXISTING IRRIGATION MAINLINE REVEGETATION PLANTING AREA, TYPICAL 2-1/2" 1-1/2" FLOWFLOWFLOWFLOWDD D D D D D D D D D D D D D D D D D D DDD DD D D D D SI5& SI5&SI5& -0+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 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 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+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 33+00 34+00 35+00 35+15 NORTH 0 feet40 1" = 20' 20 60 80 CITY OF CARLSBAD 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 August 2024 - 4:22 PM Z:\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 ICENS E D L A N D S CA PE ARC H I T E C T S TA TE OF C A L I F O R NIA CHRIST O P H E R L . LANGDO N 4 9 1 5 Renewal Date Date Signature 02/28/2025 95 MA T C H L I N E , S E E S H E E T L I - 0 5 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-01 LI-02 LI-03 LI-04 LI-05 LI-06 LIMIT OF WORK LIMIT OF WORK LI M I T O F W O R K 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 No v . 19 , 20 2 4 It e m #4 Pa g e 99 of 11 5 CITY OF CARLSBAD 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 June 2024 - 1:34 PM Z:\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 ICENS E D L A N D S CA PE ARC H I T E C T S TA TE OF C A L I F O R NIA CHRIST O P H E R L . LANGDO N 4 9 1 5 Renewal Date Date Signature 02/28/2025 9582 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 No v . 19 , 20 2 4 It e m #4 Pa g e 10 0 of 11 5 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+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 1+0 0 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 CH E S T N U T A V E N U E SY C A M O R E A V E N U E WA L N U T A V E N U E MA P L E A V E N U E CARLSB A D B O U L E V A R D OCEAN STREET CARLSBAD BOULEVARD CARLSBAD BOULEVARD FLOW FLOW FLOW FLOW D D D D D D D D D D D D D SI5& 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 + 0 0 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28 + 0 0 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) AC A C I A A V E N U E HE M L O C K A V E N U E RE D W O O D A V E N U E 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 CH E R R Y AV E N U E JU N I P E R AV E N U E TA M A R A C K AV E N U E ADJUST EXISTING IRRIGATION SYSTEMS (WITH TURF SPARY AND ROTOR HEADS) FOR COMPLETE WATER COVERAGE WITHOUTOVERLAP INTO BIORETENTION BASIN CITY OF CARLSBAD 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 June 2024 - 12:39 PM Z:\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 ICENS E D L A N D S CA PE ARC H I T E C T S TA TE OF C A L I F O R NIA CHRIST O P H E R L . LANGDO N 4 9 1 5 Renewal Date Date Signature 02/28/2025 9583 IMPROVEMENT PLANS FOR: LANDSCAPE IRRIGATION HYDROZONE MAP 11146346 LI-08 MA T C H L I N E , S E E B E L O W L E F T HYDROZONE LEGEND HYDROZONE NUMBER SYMBOL DESCRIPTION 1 HOSE/ NOZZLE (MARITIME SUCCULENT SCRUB) 2 HOSE/ NOZZLE (DIEGAN COASTAL SAGE SCRUB) 3 ROTATOR/ BIORETENTION BASIN (GRASS) MA T C H L I N E , S E E T O P R I G H T NORTH 0 feet100 1" = 50' 50 150 200 1 1 1 1 2 2 2 2 2 3 Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024 No v . 19 , 20 2 4 It e m #4 Pa g e 10 1 of 11 5 Valve Flow 31 STATION NUMBER REMOTE CONTROL VALVE (APPROX. GPM) 1" 2 Valve Size REMOTE CONTROL VALVE CALLOUT IRRIGATION SPRINKLER HEAD LEGEND SYMBOL DESCRIPTION MANUFACTURER / 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 15'40 0.22 C / 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 15'40 0.22 C / LI-11 IRRIGATION EQUIPMENT LEGEND SYMBOL DESCRIPTION MANUFACTURER / MODEL NUMBER REMARKS DETAIL / SHT POINT OF CONNECTION - APPROXIMATE LOCATION SHOWN, FIELD VERIFY - EXISTING WATER METER REFER ALSO TO CIVIL DRAWINGS - EXISTING BACKFLOW PREVENTER ASSEMBLY WITH WYE STRAINER EXISTING - NO SYMBOL BACKFLOW PREVENTER ENCLOSURE - EXISTING MASTER VALVE INSTALL DOWNSTREAM OF BACKFLOW PREVENTER - EXISTING FLOW SENSOR INSTALL IMMEDIATELY DOWNSTREAM OF MASTER VALVE - IRRIGATION CONTROLLER APPROXIMATE 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 FITTINGS 1" SIZE AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS 3/4" IN SIZE. DEPTH OF COVER PER TRENCHING DETAILS - EXISTING WIRE CONDUIT PVC SCH 40 GRAY CONDUIT, 1-1/4" SIZE APPROXIMATE LOCATION SHOWN, FIELD VERIFY - NO SYMBOL TWO-WIRE CABLE RAINMASTER 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 RECOMMENDATIONS D / LI-10 NO SYMBOL WATERPROOF WIRE CONNECTOR 3M SCOTCHCAST #3570G-N BELOW 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 VALVE SIGNATURE #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 VALVE SPEARS TU-2000 SAME SIZE AS MAINLIN, APPROXIMATE LOCATION SHOWN, FIELD VERIFY A / LI-10 REMOTE CONTROL VALVE RAINBIRD PES-B WITH CALSENSE CS-2W-2ST (TWO STATION DECODER) INSTALL PER MANUFACTURER'S RECOMMENDATIONS D / 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: 1.1GHD 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 AM Z:\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 ICENS E D L A N D S CA PE ARC H I T E C T S TA TE OF C A L I F O R NIA CHRIST O P H E R L . LANGDO N 4 9 1 5 Renewal Date Date Signature 02/28/2025 9584 IMPROVEMENT PLANS FOR: LANDSCAPE IRRIGATION LEGEND 11146346 LI-09 Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024 No v . 19 , 20 2 4 It e m #4 Pa g e 10 2 of 11 5 CITY OF CARLSBAD 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 August 2024 - 11:45 AM Z:\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 ICENS E D L A N D S CA PE ARC H I T E C T S TA TE OF C A L I F O R NIA CHRIST O P H E R L . LANGDO N 4 9 1 5 Renewal Date Date Signature 02/28/2025 9585 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 SE E T R E N C H I N G D E T A I L S ' A ' & ' E ' O N SH E E T L I - 1 1 A N D S P E C I F I C A T I O N S FO R P R E S S U R E S U P P L Y L I N E D E P T H . 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" M I N I M U M / 6" M A X I M U M FL U S H W I T H FI N I S H G R A D E NOT TO SCALESECTIONDREMOTE 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 FL U S H W I T H FI N I S H G R A D E ISOLATION BALL VALVE NOT TO SCALESECTIONA 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 " VA R I E S VA R I E S +/ - 1 1 " 1 7- 1 / 2 " Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024 No v . 19 , 20 2 4 It e m #4 Pa g e 10 3 of 11 5 CITY OF CARLSBAD 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 June 2024 - 12:40 PM Z:\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 ICENS E D L A N D S CA PE ARC H I T E C T S TA TE OF C A L I F O R NIA CHRIST O P H E R L . LANGDO N 4 9 1 5 Renewal Date Date Signature 02/28/2025 9586 IMPROVEMENT PLANS FOR: LANDSCAPE IRRIGATION DETAILS 11146346 LI-11 TRENCH IN LANDSCAPE NOT TO SCALESECTIONA 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 " F O R A L L L A T E R A L S O P E R A T I N G 1 2 " PO P - U P H E A D S A N D P R E S S U R E S U P P L Y LI N E U P T O 2 - 1 / 2 " . 2 ' - 0 " F O R P R E S S U R E SU P P L Y L I N E S 3 " A N D G R E A T E R 1' - 0 " F O R A L L LA T E R A L S 2" MINIMUM BETWEEN PIPE AND CONTROL WIRE CONDUIT 1 LEGEND 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 SCALESECTIONBPIPE 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 " M I N . NOT TO SCALESECTIONC12" 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 SCALEISOMETRICDWIRE CONNECTOR 4" MINIMUM FROM SIDES OF TRENCH 6" MINIMUM BETWEEN ALL PIPES 4" MINIMUM BETWEEN PIPE AND CONTROL WIRE CONDUIT 2' - 0 " F R O M B A S E M A T E R I A L T O T O P OF P I P E F O R U P T O 2 - 1 / 2 " S U P P L Y LI N E . 3 ' - 0 " F O R P R E S S U R E S U P P L Y LI N E 3 " A N D G R E A T E R . 1' - 6 " F R O M B O T T O M O F BA S E M A T E R I A L T O T O P OF P I P E , F O R L A T E R A L S . 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 SCALESECTIONE Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024 No v . 19 , 20 2 4 It e m #4 Pa g e 10 4 of 11 5 D D D D CARL S B A D B O U L E V A R D OCEAN STREET FLOWFLOWFLOWFLOW SI5& NORTH 0 feet40 1" = 20' 20 60 80 MA T C H L I N E , S E E S H E E T L P - 0 2 CITY OF CARLSBAD 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 June 2024 - 9:47 AM Z:\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 ICENS E D L A N D S CA PE ARC H I T E C T S TA TE OF C A L I F O R NIA CHRIST O P H E R L . LANGDO N 4 9 1 5 Renewal Date Date Signature 02/28/2025 9587 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-01 LP-02 LP-03 LP-04 LP-05 LP-06 LIMIT OF W O R K LIMI T O F W O R K LIMIT OF WORK EXISTING RESTROOM #1 LI M I T O F W O R K Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024 No v . 19 , 20 2 4 It e m #4 Pa g e 10 5 of 11 5 D D D D CH E S T N U T A V E N U E SY C A M O R E A V E N U E WA L N U T A V E N U E CARLSBAD BOULEVARD FLOWFLOWFLOWFLOW NORTH 0 feet40 1" = 20' 20 60 80 MA T C H L I N E , S E E S H E E T L P - 0 3 CITY OF CARLSBAD 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 June 2024 - 9:52 AM Z:\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 ICENS E D L A N D S CA PE ARC H I T E C T S TA TE OF C A L I F O R NIA CHRIST O P H E R L . LANGDO N 4 9 1 5 Renewal Date Date Signature 02/28/2025 95 MA T C H L I N E , S E E S H E E T L P - 0 1 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-01 LP-02 LP-03 LP-04 LP-05 LP-06 LIMIT OF W O R K 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 No v . 19 , 20 2 4 It e m #4 Pa g e 10 6 of 11 5 D D D D D D MA P L E A V E N U E AC A C I A A V E N U E CARLSBAD BOULEVARD FLOWFLOWFLOWFLOW NORTH 0 feet40 1" = 20' 20 60 80 MA T C H L I N E , S E E S H E E T L P - 0 4 CITY OF CARLSBAD 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 June 2024 - 9:53 AM Z:\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 ICENS E D L A N D S CA PE ARC H I T E C T S TA TE OF C A L I F O R NIA CHRIST O P H E R L . LANGDO N 4 9 1 5 Renewal Date Date Signature 02/28/2025 95 MA T C H L I N E , S E E S H E E T L P - 0 2 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-01 LP-02 LP-03 LP-04 LP-05 LP-06 LIMIT OF WORK LIMIT O F W O R K LIMIT OF WORK LIMIT OF WORK LIMIT OF WORK LIMIT OF WOR K #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 No v . 19 , 20 2 4 It e m #4 Pa g e 10 7 of 11 5 FLOW FLOW FLOW D D D D D D D D D CH E R R Y A V E N U E JU N I P E R A V E N U E CARLSBAD BOULEVARD FLOW FLOWFLOWFLOW NORTH 0 feet40 1" = 20' 20 60 80 MA T C H L I N E , S E E S H E E T L P - 0 5 CITY OF CARLSBAD 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 June 2024 - 9:53 AM Z:\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 ICENS E D L A N D S CA PE ARC H I T E C T S TA TE OF C A L I F O R NIA CHRIST O P H E R L . LANGDO N 4 9 1 5 Renewal Date Date Signature 02/28/2025 95 MA T C H L I N E , S E E S H E E T L P - 0 3 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-01 LP-02 LP-03 LP-04 LP-05 LP-06 LIMIT OF WORK LIMIT OF WORK LIMIT OF WORK LIMIT OF WORK LIMIT OF WORK LIMIT 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 No v . 19 , 20 2 4 It e m #4 Pa g e 10 8 of 11 5 FLOW D D HE M L O C K A V E N U E RE D W O O D A V E N U E CARLSBAD BOULEVARD FLOWFLOWFLOWFLOW NORTH 0 feet40 1" = 20' 20 60 80 MA T C H L I N E , S E E S H E E T L P - 0 6 CITY OF CARLSBAD 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 June 2024 - 9:54 AM Z:\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 ICENS E D L A N D S CA PE ARC H I T E C T S TA TE OF C A L I F O R NIA CHRIST O P H E R L . LANGDO N 4 9 1 5 Renewal Date Date Signature 02/28/2025 95 MA T C H L I N E , S E E S H E E T L P - 0 4 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-01 LP-02 LP-03 LP-04 LP-05 LP-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 No v . 19 , 20 2 4 It e m #4 Pa g e 10 9 of 11 5 D D DD CARLSBAD BOULEVARD TA M A R A C K A V E N U E SE Q U O I A AV E N U E FLOWFLOWFLOWFLOW NORTH 0 feet40 1" = 20' 20 60 80 CITY OF CARLSBAD 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 August 2024 - 4:24 PM Z:\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 ICENS E D L A N D S CA PE ARC H I T E C T S TA TE OF C A L I F O R NIA CHRIST O P H E R L . LANGDO N 4 9 1 5 Renewal Date Date Signature 02/28/2025 95 MA T C H L I N E , S E E S H E E T L P - 0 5 92 IMPROVEMENT PLANS FOR: LANDSCAPE PLANTING PLAN 6 11146346 LP-06 KEYMAP (NOT TO SCALE) LP-06LP-01 LP-02 LP-03 LP-04 LP-05 LP-06 LIMIT OF WORK SYMBOL DESCRIPTION 1 "NO WORK IN THIS AREA, PROTECT-IN-PLACE" KEYNOTE (SPECIFIC TO THIS SHEET) LIMIT OF WORK LI M I T O F W O R K 2 EXISTING RESTROOM 2 CULTURAL-HISTORICAL BOUNDARY, "PROTECT-IN-PLACE" 1 Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024 No v . 19 , 20 2 4 It e m #4 Pa g e 11 0 of 11 5 NORTH CITY OF CARLSBAD 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 June 2024 - 9:56 AM Z:\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 ICENS E D L A N D S CA PE ARC H I T E C T S TA TE OF C A L I F O R NIA CHRIST O P H E R L . LANGDO N 4 9 1 5 Renewal Date Date Signature 02/28/2025 9593 IMPROVEMENT PLANS FOR: LANDSCAPE PLANTING VIGNETTES 11146346 LP-07 0 feet20155 SCALE: 1" = 5' 10 PLANTING LIST A: MARITIME SUCCULENT SCRUB (4,260 SF) SHRUBS CODE BOTANICAL NAME/ COMMON NAME CONT. SIZE *AGA SHA AGAVE SHAWII / COASTAL AGAVE 1 GAL *ART CAL ARTEMISIA CALIFORNICA / CALIFORNIA SAGEBRUSH *COR MAR COREOPSIS MARITIMA / SEA DAHLIA COR FIL CORETHROGYNE FILAGINIFOLIA / CALIFORNIA ASTER **CYL PRO CYLINDROPUNTIA PROLIFERA / COAST CHOLLA DUD EDU DUDLEYA EDULIS / FINGERTIPS DUD LAN DUDLEYA LANCEOLATA / LANCELEAF LIVEFOREVER *ENC CAL ENCELIA CALIFORNICA / CALIFORNIA ENCELIA ESC CAL ESCHSCHOLZIA 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 MEN ISOCOMA MENZIESII / GOLDENBUSH **LYC CAL LYCIUM CALIFORNICUM / CALIFORNIA BOX THORN **MAM DIO MAMMILLARIA DIOICA / FISHHOOK CACTUS MIR LAE MIRABILIS LAEVIS CRASSIFOLIA / DESERT WISHBONE BUSH **SIM CHI SIMMONDSIA CHINENSIS / JOJOBA **YUC SCH YUCCA SCHIDIGERA / MOJAVE YUCCA * LOCATE MIN. 3 FT FROM PUBLIC WALKWAY ** LOCATE MIN. 5 FT FROM PUBLIC WALKWAY 1" = 5'-0"TYPICAL PLANTING VIGNETTEABOTTOM OF SLOPE 1" = 5'-0"TYPICAL PLANTING VIGNETTEBMID SLOPE 1" = 5'-0"TYPICAL PLANTING VIGNETTECTOP OF SLOPE Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024 No v . 19 , 20 2 4 It e m #4 Pa g e 11 1 of 11 5 NORTH CITY OF CARLSBAD 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 June 2024 - 9:56 AM Z:\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 ICENS E D L A N D S CA PE ARC H I T E C T S TA TE OF C A L I F O R NIA CHRIST O P H E R L . LANGDO N 4 9 1 5 Renewal Date Date Signature 02/28/2025 9594 IMPROVEMENT PLANS FOR: LANDSCAPE PLANTING VIGNETTES 11146346 LP-08 0 feet20155 SCALE: 1" = 5' 10 PLANTING LIST B: DIEGAN COASTAL SAGE SCRUB (7,485 SF) SHRUBS CODE BOTANICAL NAME/ COMMON NAME CONT. SIZE *ART CAL ARTEMISIA CALIFORNICA / CALIFORNIA SAGEBRUSH 1 GAL *COR MAR COREOPSIS MARITIMA / SEA DAHLIA DUD EDU DUDLEYA EDULIS / FINGERTIPS DUD LAN DUDLEYA LANCEOLATA / LANCELEAF LIVEFOREVER *ENC CAL ENCELIA CALIFORNICA / CALIFORNIA ENCELIA EPI CAN EPILOBIUM CANUM / HUMMINGBIRD TRUMPET ERI FAS ERIOGONUM FASCICULATUM / FLAT-TOPPED BUCKWHEAT ERI PAR ERIOGONUM 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 MEN ISOCOMA MENZIESII / GOLDENBUSH **LYC CAL LYCIUM CALIFORNICUM / CALIFORNIA BOX THORN MIM AUR MIMULUS AURANTIACUS / COAST MONKEYFLOWER PER ARB PERITOMA ARBOREA / BLADDERPOD ***RHU INT RHUS INTEGRIFOLIA / LEMONADE BERRY SOL UMB SOLANUM 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 VIGNETTEABOTTOM OF SLOPE 1" = 5'-0"TYPICAL PLANTING VIGNETTEBMID SLOPE 1" = 5'-0"TYPICAL PLANTING VIGNETTECTOP OF SLOPE Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024 No v . 19 , 20 2 4 It e m #4 Pa g e 11 2 of 11 5 CITY OF CARLSBAD 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 June 2024 - 2:16 PM Z:\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 ICENS E D L A N D S CA PE ARC H I T E C T S TA TE OF C A L I F O R NIA CHRIST O P H E R L . LANGDO N 4 9 1 5 Renewal Date Date Signature 02/28/2025 9595 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) SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING (INCHES) % COVER APPROX. QUANTITY MIN. HEIGHT MIN. SPREAD WUCOLS REMARKS DETAIL AGAVE SHAWII SHAW'S AGAVE 1 GAL. 36 4.00%22 10"-12" 10"-12" VL PLANT MIN. 3FT FROM WALKWAY A / LP-07 ARTEMISIA CALIFORNICA CALIFORNIA SAGEBRUSH 1 GAL. 48 23.00%71 18"-24" 18"-24"PLANT MIN. 3FT FROM WALKWAY COREOPSIS MARITIMA BEACH COREOPSIS 1 GAL. 36 3.00% 16 8"-12" 8"-12" CORETHROGYNE FILAGINIFOLIA CALIFORNIA ASTER 1 GAL. 24 5.00% 62 6"-9" 8"-12"PLANT MIN. 3FT FROM WALKWAY CYLINDROPUNTIA PROLIFERA COAST CHOLLA 1 GAL. 60 8.00% 16 8"-10" 4"-6"PLANT MIN. 5FT FROM WALKWAY DUDLEYA EDULIS SAN DIEGO DUDLEYA 1 GAL. 12 3.00%147 4"-6" 4"-6" DUDLEYA LANCEOLATA LANCELEAF LIVEFOREVER 1 GAL. 12 2.00% 98 4"-6" 4"-6" ENCELIA CALIFORNICA COAST SUNFLOWER 1 GAL. 60 5.00% 10 8"-10" 8"-10"PLANT MIN. 3FT FROM WALKWAY ESCHSCHOLZIA CALIFORNICA CALIFORNIA POPPY 1 GAL 24 2.00% 25 6"-12" 6"-12" EUPHORBIA MISERA CLIFF SPURGE 1 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 BUSH 1 GAL. 36 7.00% 38 8"-12" 8"-12"PLANT MIN. 3FT FROM WALKWAY LYCIUM CALIFORNICUM BOX THORN 1 GAL. 96 5.00% 4 10"-18" 10"-18"PLANT MIN. 5FT FROM WALKWAY MAMMILARIA DIOCA FISHHOOK CACTUS 1 GAL. 6 1.00% 197 4"-6" 4"-6"PLANT MIN. 5FT FROM WALKWAY MIRABILIS LAEVIS VAR. CRASSIFOLIA CALIFORNIA FOUR 'O CLOCK 1 GAL. 60 5.00% 10 4"-6" 8"-10" PLANT IN FULL SUN OR PART SHADE AT TOP OF SLOPE SIMMONDSIA CHINENSIS JOJOBA 1 GAL. 60 12.00%24 4"-6" 8"-10" YUCCA SCHIDIGERA MOJAVE YUCCA 1 GAL. 60 5.00%10 8"-10" 8"-10"PLANT MIN. 5FT FROM WALKWAY TOTALS:100 913 PLANTING LIST B: DIEGAN COASTAL SAGE SCRUB (7,485 Square Feet / 0.17 Acres) SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING (INCHES) % COVER APPROX. QUANTITY MIN. HEIGHT MIN. SPREAD WUCOLS REMARKS DETAIL ARTEMISIA CALIFORNICA CALIFORNIA SAGEBRUSH 1 GAL. 48 23 127 18"-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 2 175 4"-6" 4"-6" DUDLEYA LANCEOLATA LANCELEAF LIVEFOREVER 1 GAL. 12 2 175 4"-6" 4"-6" ENCELIA CALIFORNICA COAST SUNFLOWER 1 GAL. 60 10 35 8"-10" 8"-10"PLANT MIN. 3FT FROM WALKWAY EPILOBIUM CANUM HUMMINGBIRD TRUMPET 1 GAL. 24 7 100 - - ERIOGONUM FASCICULATUM FLAT-TOPPED BUCKWHEAT 1 GAL.36 4 39 4"-6" 4"-6" ERIOGONUM PARVIFOLIUM COASTAL BUCKWHEAT 1 GAL. 24 4 88 4"-6" 4"-6" EUPHORBIA MISERA CLIFF SPURGE 1 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 BUSH 1 GAL. 36 8 78 8"-12" 8"-12"PLANT MIN. 3FT FROM WALKWAY LYCIUM CALIFORNICUM CALIFORNIA BOX THORN 1 GAL. 96 4 5 4"-6" 8"-12"PLANT MIN. 5FT FROM WALKWAY MIMULUS AURANTIACUS COAST MONKEYFLOWER 1 GAL 48 7 39 6"-12" 6"-12"FULL SUN OR PART SHADE PERITOMA ARBOREA BLADDERPOD 1 GAL. 60 5 17 8"-12" 8"-12" RHUS INTEGRIFOLIA LEMONADEBERRY 1 GAL 96 5 7 8"-10" 8"-10"PLANT MIN. 10FT FROM WALKWAY SOLANUM UMBELLIFERUM BLUE WITCH NIGHTSHADE 1 GAL 24 4 88 6"-12" 6"-12" TOTALS:100 1,185 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 11 1 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) SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING (INCHES) % COVER QTY MIN. HEIGHT MIN. SPREAD WUCOLS REMARKS DETAIL FESTUCA CALIFORNICA CALIFORNIA FESCUE 1 GAL 36 100.00%27 4"-6"2"-4" L A / LP-07 TOTALS:100 27 12 13 NOT TO SCALESECTIONASHRUB PLANTING 14 Docusign Envelope ID: 0713BD96-4DA2-4092-8A1E-500319AA8514 9/20/2024 No v . 19 , 20 2 4 It e m #4 Pa g e 11 3 of 11 5