Agenda packet — Atherton City Council, December 7, 2022

AGENDA PACKET
Town of Atherton
City Council
DECEMBER 07, 2022
STUDY SESSION MEETING
4:00 PM.

This meeting is being held virtually and inperson
at the Council Chambers located at
80 Fair Oaks Lane
Atherton, CA 94027
This meeting is being held via teleconference pursuant to Government Code section 54953(e) (1)(B) and in compliance with the Brown Act. Section 54953(e)(1)(B) permits the Town to hold a meeting during a proclaimed state of emergency via teleconference in order to determine whether as a result of the emergency meeting in person would present an imminent risk to attendees' health or safety. The meeting will be held by tele or video conferencing.

The public may participate via: Zoom Meeting.

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Email: [email protected]
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This Agenda may not reflect the actual order of items. The order of items is subject to change based on Council action.

ROLL CALL – Polito, HawkinsManuelian, Lewis, Vice Mayor Widmer, Mayor DeGolia PUBLIC COMMENT Public Comments can be teleconferenced or emailed directly to the City Clerk, Anthony Suber at [email protected]
(This portion of the meeting is reserved for persons wishing to address the Council on any matter not on the Agenda that is within the subject matter jurisdiction of the City Council. State law prohibits the Council from acting on items not listed on the Agenda except by special action of the City Council under specified circumstances. Speakers’ time is limited to three minutes.

Additionally, the public may address the Council on any subject listed on the Consent and Regular Agenda. Each speaker may address the Council once for a limit of three minutes.) Town of Atherton City Council Study Session Packet – December 07, 2022

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Additionally, the public may address the Council on any subject listed on the Consent and Regular Agenda. Each speaker may address the Council once for a limit of three minutes.) STUDY SESSION

1. DISCUSSION AND DIRECTION REGARDING THE 2023 EARTH DAY EVENT Report: RACHAEL LONDER, MANAGEMENT ANALYST II
Recommendation: It is recommended that the Council discuss and provide direction on whether the 2023 Earth Day Event shall be held in partnership with neighboring jurisdictions and communitybased organizations.

Description: This item is to discuss and decide on the approach for the 2023 Earth Day event.

2. PROVIDE FEEDBACK AND DIRECTION REGARDING THE DESIGN OF THE HOLBROOKPALMER PARK ACCESS AND CIRCULATION IMPROVEMENTS

PROJECT
Report: ROBERT OVADIA, PUBLIC WORKS DIRECTOR
Recommendation: It is recommended that the Council review the design elements of the Holbrook Palmer Park Access and Circulation Improvements Project and provide feedback and direction to staff.

Description: This item will involve a Council discussion and direction will be provided related to the HolbrookPalmer Park Access and Circulation Improvements project.

COUNCIL REPORTS/COMMENTS

ADJOURN
Town of Atherton City Council Study Session Packet – December 07, 2022

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Item No. 1
Town of Atherton
CITY COUNCIL STAFF REPORT – STUDY SESSION
TO: HONORABLE MAYOR AND CITY COUNCIL
FROM: RACHAEL LONDER, MANAGEMENT ANALYST II
DATE: DECEMBER 7, 2022
SUBJECT: DISCUSSION AND DIRECTION REGARDING THE 2023 EARTH

DAY EVENT

RECOMMENDATION
It is recommended that the Council discuss and provide direction on whether the 2023 Earth Day Event shall be held in partnership with neighboring jurisdictions and community-based organizations.

BACKGROUND
Every year in April, the Town comes together to honor Earth Day. The Environmental Programs Committee (EPC) assists staff in planning and facilitating an Earth Day Event designed to engage and educate the community on sustainability and climate-related topics as well as promote the goals of the Town’s Climate Action Plan (CAP). In 2020 and 2021, the EPC decided not to host an in-person Earth Day Event due to the Covid-19 pandemic. In 2022, the EPC hosted an Earth Day Event at Holbrook-Palmer Park that included 35 vendors and over 300 attendees.

Additionally, neighboring jurisdictions came together to host a We Love Earth Festival in Menlo Park which included similar activities and vendors as Atherton’s Earth Day Event.

For 2023, the Town was invited to participate in coordinating a collaborative event between neighboring jurisdictions and community-based organizations. During their EPC meeting on November 17, 2022, the Earth Day Subcommittee of the EPC discussed approaches for the 2023 Earth Day Event including the potential for a collaborative event that would leverage resources, volunteers, and staff to improve event coordination and the experience for the community.

Members of the City of Menlo Park’s Environmental Quality Commission and a local climate action organization, 350 Silicon Valley attended to share their interest in partnering with the Town to host one collaborative Earth Day Event.

ANALYSIS
The EPC determined that there would be value in collaborating with neighboring jurisdictions and community-based organizations to provide an engaging event for Atherton community members; Earth Day 2023
DECEMBER 7, 2022

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but, before moving forward, the EPC wanted to first check in with the City Council to determine if this was a direction the Council wanted to support. As the Council is aware, the EPC typically presents a plan for Earth Day to the City Council for approval prior to the City Council authorizing the event each year. A joint event would provide additional staffing, volunteers, budget, and a larger selection of family-friendly activities; but, such an event would also mean that the Town would need to commit to participation before having a complete event plan.

The Town budgets $5,000 for Earth Day Event activities which can be used to participate in a collaborative event. If the Town were to do an Atherton-only event, the event would likely need to be scaled down as last year’s exceeded the budget costing a total of $7,547.42; however, a large part of the extra cost related to a Special Edition Athertonian Newsletter. The Council approved the additional budget in 2022.

If the Town were to move forward with the collaborative approach, staff and the EPC would need to commit to collaborative efforts, and it would not be practical to return to the Council along the way for preliminary approval. It is recommended that if the Council supports a collaborative event, staff take the lead on the 2023 Event and work with the EPC and neighboring jurisdictions on a collaborative Earth Day event for 2023 that stays within the Town’s $5,000 budget.

FISCAL IMPACT
The Fiscal Year 2022/23 Budget includes funding for an Earth Day event in the amount of $5,000.

Any materials, efforts, or staffing resources associated with an Earth Day event that exceed this existing $5,000 budget would need to be authorized by the Town Council.

GOAL ALIGNMENT
This Report and its contents are in alignment with the following Council Policy Goals:
• Goal Area F – Be Forward-Thinking, Well-Managed, and Well-Planned

POLICY FOCUS
The EPC is charged under Resolution 2018-11 to “provide the City Council with recommendations, outreach programs, and education on environmental issues facing the Town’s natural and built environment.” Acting in an advisory capacity, the EPC has the following powers and duties:
a. Upon request, make recommendations (programmatic and legislative) to the City Council on all matters pertaining to the Town’s natural and built environment and the Town’s regional role and responsibilities as one of the communities on the San Francisco Bay Peninsula. b. Pursuant to established City Council programs and policy, assist staff in the creation of proactive community engagement programs for residents, commercial and public enterprises active within the Town’s jurisdiction.

Earth Day 2023
DECEMBER 7, 2022

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Historically, the Town’s EPC has been the primary body in creating and supporting an annual Earth Day event for the Town, as approved by the Council. Considering costs, staff time, and vacancies on the EPC and in the Committee’s advisory role, the EPC is proposing a collaborative approach to celebrating Earth Day with an event by building off partnerships and successes from the 2022 Earth Day Event. Further, as an advisory Committee, the EPC would only be allowed up to $5,000 as budgeted for Fiscal Year 2022/23, with those funds disbursed through staff. As a policy matter, it would be appropriate for the Council to review and provide direction on the Earth Day Event and use of the $5,000 budget.

PUBLIC NOTICE
Public notification was achieved by posting the agenda, with this agenda item being listed, at least 72 hours prior to the meeting in print and electronically. Information about the project is also disseminated via the Town’s electronic News Flash and Atherton Online. There are approximately 1,200 subscribers to the Town’s electronic News Flash publications. Subscribers include residents as well as stakeholders –to include, but be not limited to, media outlets, school districts, Menlo Park Fire Protection District, service provides (water, power, and sewer), and regional elected officials.

COMMISSION/COMMITTEE FEEDBACK/REFERRAL
This item has not been before a Town Committee or Commission

ATTACHMENTS

1. 350 Silicon Valley Link - www.350siliconvalley.org
Item No. 2
Town of Atherton
CITY COUNCIL STAFF REPORT – STUDY SESSION
TO: HONORABLE MAYOR AND CITY COUNCIL

GEORGE RODERICKS, CITY MANAGER
FROM: ROBERT OVADIA, PUBLIC WORKS DIRECTOR
DATE: DECEMBER 7, 2022
SUBJECT: PROVIDE FEEDBACK AND DIRECTION REGARDING THE

DESIGN OF THE HOLBROOK-PALMER PARK ACCESS AND

CIRCULATION IMPROVEMENTS PROJECT

RECOMMENDATION
It is recommended that the Council review the design elements of the Holbrook Palmer Park Access and Circulation Improvements Project and provide feedback and direction to staff.

BACKGROUND
The Town adopted the Holbrook-Palmer Master Plan in May 2015. Improving pedestrian and vehicle circulation at the Park was deemed as a priority in the Master Plan and by the City Council. In October 2016, the City Council approved a professional services agreement with Verde Design, Inc. to develop design and construction bid documents for the park pedestrian and vehicle circulation improvements. Though the project was put on hold to reserve funds for the Town Center Project, the City Council indicated that improvements at the Park, particularly related to the pedestrian and vehicle circulation improvements, remained a priority and would be reengaged after the completion of the Town Center project.

In June 2020, with the assistance of San Mateo County, staff was able to secure a grant from the County of Santa Clara in an amount up to $300,000 from the Stanford Mitigation Fund towards the construction of the proposed park access and circulation improvements. The Town also secured additional funding from the California Parks and Recreation Department through their Per Capita Grant Program - $182,000. The implementation of the project will need to comply with the various grant funding requirements including indemnity, insurance, signage, maintenance, and acknowledgment credit regarding funding assistance from both Santa Clara County and the State of California.

In February 2021, in its commitment to move forward with the project, the City Council authorized the execution of an agreement with Verde Design, Inc. for the preparation of construction plans, specifications and cost estimates for the Holbrook-Palmer Park Access and Circulation Holbrook-Palmer Park
Access and Circulation
December 7, 2022

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3 Project. Staff and the consultant team last presented the project design and elements to a joint meeting of the City Council and the Park and Recreation Committee in July 2021 and have been coordinating with the Parks and Recreation Committee throughout the development of the project design.

ANALYSIS
The project design is being completed in compliance with the Holbrook-Palmer Master Plan and feedback received.

The project elements of the project include the following:
• Removal of existing hardscape (asphalt).
• Installation of new pedestrian paths consisting of various materials including decomposed granite and decorative interlocking pavers.
• New concrete sidewalks will connect the park interior to Watkins Avenue, including ADA compliant ramps at the entry and exit drive connections to Watkins Avenue. • Relocation of two fire hydrants to provide accessibility near the driveways at Watkins Avenue.
• Ornamental fence at the entrance and exit to the park to provide a safety railing for the new walkways that are adjacent to the channel along Watkins Avenue. • New planting and associated irrigation.
• A new picnic area near the playground with accessible pathway (the pre-existing picnic area under the large oak tree was relocated to the east to remove it from underneath the large oak due to risk; the decomposed granite path was relocated from under the large oak tree to provide a more direct connection to the new picnic area). • Removal of speed humps and installation of ADA compliant, pedestrian friendly raised crossings.
• Installation of signs acknowledging the funding partnerships for the project (State of California and County of Santa Clara).
• Relocation of two fire hydrants.
• Drainage improvements.

As the design plans and specifications are being packaged for bidding, staff is seeking any final comments as well as feedback and direction regarding the required funding acknowledgment signage for the project and potential additional alternate items to mitigate costs prior to seeking Council approval to release the project for bids.

Acknowledgment signage requirements:

State of California:

Holbrook-Palmer Park
Access and Circulation
December 7, 2022

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3 • A sign acknowledging the California Drought, Water, Parks, Climate, Coastal Protection, and Outdoor Access for All Act of 2018 as the funding source for the project must be installed during construction and at completion (PRC §80001(b)(3)). • The sign must be available during construction, at the final inspection of the PROJECT, and remain in place for a minimum of four (4) years from date of PROJECT completion. • All signs must contain the following language:

GAVIN NEWSOM, GOVERNOR
Wade Crowfoot, Secretary for Natural Resources
Armando Quintero, Director, California Department of Parks and Recreation Names of the current officials are to be used. The name of the director of the local agency or other governing body may be added. The sign may also include names (and/or logos) of other partners, organizations, individuals and elected representatives.
• All signs must display the Parks and Water Bond Act. Display the logo to maximize visibility and durability. Logo minimum size 1-foot by 1-foot.

County of Santa Clara:
• Publicly acknowledge the Grant by providing a plaque permanently affixed to the Project, or on a prominent location on the Project site, visible to the public. • The acknowledgment credit shall read: “Project made possible in part by funding from the County of Santa Clara.”
• Project Applicant will obtain County review and approval of the plaque/sign prior to manufacture and installation.

The project designer recommended a 6” x 18” bronze plaque for the Santa Clara County acknowledgment.

Council feedback on the style, sizing and location of the plaque(s) is requested.

Additive Alternates:

At this time, the estimated cost to complete the scope of improvements desired exceeds the allocated budget. While final construction costs will not be known until the project receives construction bids, it may be prudent to consider bidding the project with additive alternates. This method will propose a base project without the full scope of work. Remaining scopes of work would be included as additive work if bids are favorable, and funding is available. Due to the integrated nature of the proposed improvements, it is difficult to outline the exact scopes that can or should become alternates because certain design elements should be constructed at the same time to minimize any removal of constructed items in the future. Some suggestions include:
• Defer installation of furnishings
• Defer specific areas of irrigation and/or landscaping • Defer the installation of ornamental fencing at the entrance and exit driveways Holbrook-Palmer Park
Access and Circulation
December 7, 2022

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3 Council feedback on elements that should be listed as additional alternates is requested.

Following Council feedback and direction, the design team will finalize the project documents and return to Council for authorization to release the project for construction bids.

FISCAL IMPACT
None at this time. The Capital Improvement Fund allocated $1,050,000 toward the project.

However, at this stage, the all-in Project Construction Estimate is $1,337,570 with $482,000 of the project funded by grants and the remainder from the Town‘s Capital Improvement Fund/General Fund.

GOAL ALIGNMENT
This Report and its contents are in alignment with the following Council Policy Goals:
• Goal Area A – Maintain Fiscal Responsibility
• Goal Area B – Preserve Small Town Character and Quality of Life • Goal Area D – Manage Circulation and Improve Safety

POLICY FOCUS
The proposed project is consistent with the Holbrook-Palmer-Park Master Plan which outlines desired improvements to Holbrook-Palmer Park. The Council policy focus should be on providing direction on design elements, required acknowledgement signage and additive alternates to better align with the current budget.

COMMISSION/COMMITTEE FEEDBACK/REFERRAL
Park and Recreation Committee (meets each month)

ATTACHMENTS
Holbrook-Palmer Park
Access and Circulation
December 7, 2022

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3 1. Project Plans

2. Excerpted Signage Requirements

3. Construction Cost Estimate

4. PowerPoint Presentation
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ATTACHMENT 1
HOLBROOK-PALMER PARK 150 WATKINS AVE. ATHERTON, CA 94027 VERDE DESIGN, INC. PROJECT NO. 1612500PREPARED BY GENERAL NOTES 1. PRIOR TO BIDDING, THE GENERAL CONTRACTOR SHALL VISIT & INSPECT THE SITE & FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AFFECTING THE NEW WORK. THE GENERAL CONTRACTOR SHALL NOT DISPUTE, COMPLAIN OR ASSERT THAT THERE IS ANY MISUNDERSTANDING IN REGARDS TO LOCATION, EXTENT, NATURE OR AMOUNT OF WORK TO BE PERFORMED UNDER THIS CONTRACT DUE TO THE CONTRACTOR'S FAILURE TO INSPECT THE SITE. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY CONDITIONS, REQUIRING WORK, WHICH ARE NOT COVERED IN THE CONTRACT DOCUMENTS. 2. NO CONSTRUCTION SHALL COMMENCE WITHOUT THE OFFICIAL NOTICE TO PROCEED FROM THE OWNER. 3. THE GENERAL CONTRACTOR & SUBCONTRACTORS ARE RESPONSIBLE FOR LOCATING & VERIFYING ALL EXISTING UNDERGROUND UTILITIES IN ALL AREAS OF NEW WORK PRIOR TO COMMENCEMENT OF EXCAVATION. EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE APPROXIMATE ROUTING LOCATIONS AS BEST DETERMINED FROM EXISTING DRAWINGS AND THE OWNER, BUT SHOULD NOT BE CONSTRUED TO REPRESENT ALL OF THE EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES THAT MAY BE AFFECTED BY NEW FACILITIES IN THIS CONTRACT. VERIFY ACTUAL LOCATION AND DEPTH OF UTILITIES, AND REPORT POTENTIAL CONFLICTS TO THE OWNER'S REPRESENTATIVE PRIOR TO EXCAVATING FOR NEW FACILITIES. 4. CONTRACTOR SHALL TAKE ALL NECESSARY STEPS TO PROTECT ALL EXISTING UTILITIES, WHETHER SHOWN OR NOT, IN THE CONTRACT DOCUMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES CAUSED BY ITS OPERATIONS. 5. THE CONTRACTOR SHALL PROTECT ALL EXISTING ITEMS WITHIN SITE IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR ALL DAMAGED AREAS TO THEIR ORIGINAL CONDITION OR BETTER AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. 6. DIMENSIONS AND LOCATIONS OF EXISTING FACILITIES ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY CONTRACTOR. ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 7. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA BUILDING CODE, CALIFORNIA PLUMBING CODE, CALIFORNIA FIRE CODE AND ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES, AS WELL AS ADAPTED STANDARDS. 8. ALL NOTES ARE FOR GENERAL REFERENCE IN CONJUNCTION WITH, AND AS A SUPPLEMENT TO, THE WRITTEN SPECIFICATIONS AND DETAILS ASSOCIATED WITH THE CONTRACT DOCUMENTS. 9. THIS DRAWING SET SHALL BE USED IN CONJUNCTION WITH THE CSI FORMAT SPECIFICATIONS PUBLISHED IN BOOK FORM. COMBINED, THEY ARE HEREIN REFERRED TO AS THE "CONTRACT DOCUMENTS". 10. DIMENSIONS ON WORKING DRAWINGS TAKE PRECEDENCE OVER MEASURED ELEMENTS. CONTRACTOR SHALL NOT SCALE DRAWINGS. 11. ALL TYPICAL DETAILS SHALL APPLY UNLESS NOTED OTHERWISE. 12. CONTRACTOR SHALL PROVIDE ADEQUATE DUST CONTROL AND KEEP MUD AND DEBRIS OFF THE PUBLIC RIGHT-OF-WAY AT ALL TIMES. 13. ALL TRENCHES AND EXCAVATIONS SHALL BE CONSTRUCTED IN STRICT COMPLIANCE WITH THE APPLICABLE SECTIONS OF CALIFORNIA AND FEDERAL O.S.H.A. REQUIREMENTS AND OTHER APPLICABLE SAFETY ORDINANCES. CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR TRENCH SHORING DESIGN AND INSTALLATION. 14. ANY ALTERATIONS OF EXISTING FACILITIES TO ACCOMMODATE THE INSTALLATION OF NEW WORK SHALL BE REVIEWED BY THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. 15. ANY DISRUPTION OF THE UTILITIES MUST BE COORDINATED AND APPROVED BY THE OWNER'S REPRESENTATIVE AND INSPECTOR OF RECORD PRIOR TO COMMENCING WORK. 16. ALL TEMPORARY WORK SHALL BE CONSIDERED A PART OF THIS CONTRACT AND NO EXTRA CHARGES WILL BE ALLOWED. THIS SHALL INCLUDE MINOR ITEMS OF MATERIAL OR EQUIPMENT NECESSARY TO MEET THE REQUIREMENTS AND INTENT OF THE PROJECT. 17. THE PLANS AND SPECIFICATIONS DO NOT UNDERTAKE TO SHOW OR LIST EVERY ITEM TO BE PROVIDED, BUT RATHER TO DEFINE THE REQUIREMENTS FOR A FULL AND WORKING SYSTEM FROM THE STANDPOINT OF THE END USER. FOR THIS REASON, WHEN AN ITEM NOT SHOWN OR LISTED IS CLEARLY NECESSARY FOR PROPER CONTROL/OPERATION OF EQUIPMENT WHICH IS SHOWN OR LISTED, THE CONTRACTOR SHALL PROVIDE AN ITEM WHICH WILL ALLOW THE SYSTEM TO FUNCTION PROPERLY AT NO INCREASE IN PRICE. 18. ALL CONTRACTORS SHALL REMOVE TRASH AND DEBRIS STEMMING FROM THEIR WORK ON A DAILY BASIS. PROJECT SITE SHALL BE MAINTAINED IN A CLEAN AND ORDERLY CONDITION. 19. THE DETAILS REFLECT THE DESIGN INTENT FOR TYPICAL CONDITIONS. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND SHALL INCLUDE, IN HIS SCOPE, THE COST FOR COMPLETE FINISHED INSTALLATIONS, INCLUDING ANOMALIES, OF ALL TRADES. 20. NO WORK SHALL COMMENCE WITH UNAPPROVED MATERIALS. ANY WORK DONE WITH UNAPPROVED MATERIALS AND EQUIPMENT IS AT THE CONTRACTOR'S RISK AND IS SUBJECT TO REJECTION AND REPLACEMENT. SEE SPECIFICATIONS FOR SUBMITTAL AND SUBSTITUTION REQUIREMENTS. 21. CONSTRUCTION MATERIALS STORED ON THE SITE SHALL BE PROPERLY STACKED AND PROTECTED SO AS TO PREVENT DAMAGE OR DETERIORATION UNTIL USED. FAILURE IN THIS REGARD MAY BE CAUSE FOR REJECTION OF MATERIAL AND/OR WORK. 22. ALL EQUIPMENT SHALL BE FABRICATED FROM FIELD VERIFIED DIMENSIONS AND APPROVED SHOP DRAWINGS. COORDINATE MECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT. 23. CONTRACTOR SHALL PERFORM THEIR CONSTRUCTION AND OPERATIONS IN A MANNER WHICH WILL NOT ALLOW HARMFUL POLLUTANTS TO ENTER THE STORM DRAIN SYSTEM. TO ENSURE COMPLIANCE, THE CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE BEST MANAGEMENT PRACTICE (BMP) AS OUTLINED IN THE BROCHURES ENTITLED "BEST MANAGEMENT PRACTICE FOR THE CONSTRUCTION INDUSTRY" ISSUED BY THE CALIFORNIA STORM WATER QUALITY ASSOCIATION, NONPOINT SOURCE POLLUTION CONTROL PROGRAM, TO SUIT THE CONSTRUCTION SITE AND JOB CONDITION. THE CONTRACTOR SHALL PRESENT HIS PROPOSED BMP AT THE PRECONSTRUCTION MEETING FOR DISCUSSION AND APPROVAL. 24. CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION FENCING PER CONTRACT DOCUMENTS TO SERVE LIMIT OF WORK AREAS. FENCING MAY BE ADJUSTED DURING CONSTRUCTION BASED ON CONSTRUCTION SEQUENCE OR OWNER'S REPRESENTATIVE'S DIRECTION. 25. OVERNIGHT PARKING OF CONSTRUCTION EQUIPMENT OUTSIDE OF STAGING AREA SHALL NOT BE PERMITTED. SHEET NO. SHEET DESCRIPTION C0.0 COVER SHEET C0.1 GENERAL NOTES AND INFORMATION C0.2 CONSTRUCTION PHASING AND TRAFFIC CONTROL PLAN L1.1 - L1.2 EXISTING CONDITIONS SURVEY PLAN L2.1 EROSION CONTROL PLAN L3.1 - L3.2 DEMOLITION PLAN L4.1 - L4.2 GRADING AND DRAINAGE PLAN L5.1 - L5.2 IRRIGATION PLAN L6.1 - L6.2 ROAD AND SIDEWALK LAYOUT PLAN L6.3 - L6.4 PATHWAY LAYOUT PLAN L6.5 - L6.6 ENLARGEMENT LAYOUT PLAN L7.1 - L7.2 MATERIAL AND DETAIL REFERENCE PLAN L8.1 - L8.2 PLANTING PLAN D1.1 CONSTRUCTION DETAILS D1.2 CONSTRUCTION DETAILS D1.3 CONSTRUCTION DETAILS D1.4 CONSTRUCTION DETAILS D2.1 PLANTING & IRRIGATION DETAILS D2.2 IRRIGATION DETAILS D2.3 IRRIGATION DETAILS ORGANIZATION NAME PHONE OWNER TOWN OF ATHERTON ROBERT OVADIA (650) 752-0541 TOWN OF ATHERTON RICK NAVARRO (530) 304-7010 CIVIL ENGINEER/ LANDSCAPE ARCHITECT VERDE DESIGN INC. DEREK MCKEE (408) 850-3410 MICHAEL KUNTZ (408) 850-3463 CONTACT INFORMATION SHEET INDEX SITE IMPROVEMENTS INCLUDE: CONTRACTOR IS TO PERFORM AND COMPLETE CLEAR AND GRUB AND DEMOLITION OF ALL EXISTING HARDSCAPE PAVING, FENCING AND SOFTSCAPE. CONTRACTOR IS TO PERFORM AND COMPLETE ALL EARTHWORK, GRADING AND SITE DRAINAGE TO PRODUCE ENTRY PATHWAY EXPERIENCE, MAIN LAWN IMPROVEMENTS, FOCAL POINT PAVER PLAZAS, RAISED CROSSWALKS, PAVED PATHWAYS, FENCING, SITE SIGNAGE, SELECT SITE FURNISHINGS, IRRIGATION, PLANTING AND ROAD IMPROVEMENTS TO THE INTENT OF THESE DESIGN DOCUMENTS. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE OWNER'S REPRESENTATIVE. SCOPE OF WORK APPLICABLE CODES 1. 2019 CBC CHAPTER 35: PROVIDE ALL THE APPLICABLE/ADOPTED STANDARDS. WHERE A PARTICULAR STANDARD IS REFERENCED IN THE CODE BUT DOES NOT APPEAR AS AN ADOPTED STANDARD IT MAY STILL BE USED. APPLY ONLY THE PORTION OF THE STANDARD THAT IS APPLICABLE TO THE CODE SECTION WHERE THE STANDARD IS REFERENCED, NOT THE ENTIRE STANDARD. 2019 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R. 2019 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R. (2018 INTERNATIONAL BUILDING CODE VOLUMES 1-2) 2019 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R. (2017 NATIONAL ELECTRICAL CODE) 2019 CALIFORNIA MECHANICAL CODE (CMC) PART 4, TITLE 24 C.C.R. (2018 UNIFORM MECHANICAL CODE) 2019 CALIFORNIA PLUMBING CODE (CDC), PART 5, TITLE 24 C.C.R. (2018 UNIFORM PLUMBING CODE) 2019 CALIFORNIA ENERGY CODE, PART 6, TITLE 24 C.C.R. 2019 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R. (2018 INTERNATIONAL FIRE CODE AND 2016 CALIFORNIA AMENDMENTS) 2019 CALIFORNIA EXISTING BUILDING CODE, PART 10, TITLE 24 C.C.R. (2018 INTERNATIONAL EXISTING BUILDING CODE) 2019 CALIFORNIA "GREEN" BUILDING REQUIREMENTS OR CAL GREEN, PART 11, TITLE 24 C.C.R. 2019 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R. 2019 TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS. LIST OF FEDERAL CODES AND STANDARDS (IF APPLICABLE) AMERICANS WITH DISABILITIES ACT (ADA), TITLE II OR TITLE III FOR TITLE II: UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS) 28 CFR 35.151(C) OR ADA STANDARDS FOR ACCESSIBLE DESIGN (APPENDIX A OF 28 CFR PART 35) FOR TITLE III: ADA STANDARDS FOR ACCESSIBLE DESIGN (APPENDIX A OF 28 CFR PART 36) 28 CFR 36.406 2010 AMERICANS WITH DISABILITIES ACT (ADA) STANDARDS FOR ACCESSIBLE DESIGN NOTE: TITLE II APPLIES TO PROJECTS FUNDED AND/OR USED BY STATE AND LOCAL GOVERNMENT SERVICES. TITLE III COVERS PUBLIC ACCOMMODATIONS AND COMMERCIAL FACILITIES. DEPENDING ON THE USE AND FUNDING, BOTH TITLE MAY APPLY TO THE PROJECT. NFPA 13 AUTOMATIC SPRINKLER SYSTEMS 2019 EDITION NFPA 14 STANDPIPE SYSTEMS 2019 EDITION NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS 2017 EDITION NFPA 17A WET CHEMICAL EXTINGUISHING SYSTEMS 2017 EDITION NFPA 20 STATIONARY FIRE PUMPS2019 EDITION NFPA 24 PRIVATE FIRE SERVICE MAINS 2019 EDITION NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE (CALIFORNIA AMENDED) 2019 EDITION (NOTE SEE UL STANDARD 1971 FOR "VISUAL DEVICES) NFPA 253 CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS2019 EDITION NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 2018 EDITION ASME 17.1 ELEVATOR STANDARD 2016 EDITION REFERENCE CODE SECTIONS FOR APPLICABLE STANDARDS - 2019 CALIFORNIA BUILDING CODE (FOR SFM) REFERENCED STANDARDS CHAPTER 35 ADA STANDARD FOR ACCESSIBLE DESIGN (APPENDIX A OF 28 CFR PART 36) 2. THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS IS THAT WORK OF THE ALTERATION, REHABILITATION OR RECONSTRUCTION IS TO BE IN ACCORDANCE WITH TITLE 24, CALIFORNIA CODE OF REGULATIONS. SHOULD ANY EXISTING CONDITIONS SUCH AS DETERIORATION OR NON-COMPLYING CONSTRUCTION BE DISCOVERED WHICH IS NOT COVERED BY THE CONTRACT DOCUMENTS WHEREIN THE FINISHED WORK WILL NOT COMPLY WITH TITLE 24, CALIFORNIA CODE OF REGULATIONS, A CHANGE ORDER, OR A SEPARATE SET OF PLANS AND SPECIFICATIONS, DETAILING AND SPECIFYING THE REQUIRED WORK SHALL BE SUBMITTED TO AND APPROVED BY THE OWNER REPRESENTATIVE BEFORE PROCEEDING WITH THE WORK. 3. ALL EXISTING FIRE EXTINGUISHING SYSTEMS ARE IN COMPLIANCE WITH UL 300, CBC 904.11, CFC 904.11. GENERAL NOTES: 1. WORK SHALL CONFORM TO THESE PLANS, THE SPECIAL PROVISIONS AND THE STANDARD SPECIFICATIONS OF THE TOWN OF ATHERTON, DATED FEBRUARY, 2016. 2. NO WORK SHALL TAKE PLACE OUTSIDE THE HOURS OF 8:00 P.M. AND 5:00 P.M. M-F AND NO WORK ON THE TOWN OF ATHERTON LEGAL HOLIDAYS. 3. THE CONTRACTOR SHALL SCHEDULE AND CONDUCT HIS WORK TO MINIMIZE INCONVENIENCE AND DISRUPTION OF TOWN RESIDENTS DURING THE COURSE 4. ANY PUBLIC OR PRIVATE IMPROVEMENTS THAT ARE DISTURBED OR DAMAGED IN THE COURSE OF CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO THEIR ORIGINAL CONDITION AND TO THE SATISFACTION OF THE CITY ENGINEER. THE COST OF SUCH REPAIR OR REPLACEMENT SHALL BE INCLUDED IN THE PRICES PAID FOR THE VARIOUS ITEMS OF WORK AND NO EXTRA COMPENSATION WILL BE ALLOWED THEREFORE. 5. LAYOUT AND STAKING OF THE WORK FROM REFERENCE POINTS AND DIMENSIONS SHOWN ON THE PLANS IS THE CONTRACTOR'S RESPONSIBILITY. 6. THE TOWN WILL PROVIDE REGULAR, BUT NOT FULL TIME, INSPECTION. THE TOWN MUST RECEIVE REQUESTS FOR REQUIRED INSPECTIONS AT LEAST ONE WORKING DAY IN ADVANCE OF WHEN EACH IS REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DELAYS THAT RESULT FROM FAILURE TO REQUEST SUCH INSPECTIONS THE REQUIRED TIME IN ADVANCE. CALL (650) 752-0570. 7. REQUIRED INSPECTIONS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: STRIPPED GROUND AND SUBGRADE, BEFORE PLACING FILL OR BASE ROCK SUBBASE AND BASE, BEFORE PLACING NEXT LAYER OF PAVEMENT OR CONC. TRENCH EXCAVATION, BEFORE PLACING PIPES STORM DRAINS AND JOINTS, BEFORE PLACING INITIAL BACKFILL INITIAL BACKFILL, BEFORE PLACING INTERMEDIATE BACKFILL INTERMEDIATE BACKFILL, BEFORE PLACING BASE BASE AND TRENCH PAVEMENT EDGES BEFORE PLACING TRENCH PAVING CONCRETE FORMS AND STEEL, BEFORE PLACING CONCRETE SEE THE STANDARD SPECIFICATIONS FOR ADDITIONAL REQUIRED INSPECTIONS 8. COMPACTION TEST RESULTS MUST BE RECEIVED AND APPROVED BY THE CITY ENGINEER PRIOR TO THE PLACEMENT OF SUBSEQUENT LAYERS OR SURFACE IMPROVEMENTS ON FILL, INTERMEDIATE BACKFILL, SUBBASE OR BASE. 9. UTILITY AND STORM DRAIN LOCATIONS ARE NOT KNOWN. NEITHER THE TOWN NOR ITS CONSULTANTS ASSUME ANY RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE UTILITIES OR OTHER BURIED OBJECTS WHICH MAY BE ENCOUNTERED AND TO POTHOLE AS REQUIRED BY STANDARD SPECIFICATIONS. CONFLICTS DISCOVERED BY THE CONTRACTOR SHALL BE REPORTED IMMEDIATELY TO THE CITY ENGINEER. WHERE STORM DRAIN OCCURS, 10. IN AREAS WHERE THERE IS THE POTENTIAL FOR UNDERGROUND UTILITIES AND THE WORK WILL REQUIRE A CUT ONE FOOT OR DEEPER, THE CONTRACTOR SHALL CONTACT USA AT (800) 642-2447. AT LEAST TWO WORKING DAYS IN ADVANCE TO MARK UTILITY LINES ON THE GROUND. 11. ONLY EL CAMINO REAL AND THE MOST DIRECT ROUTE FROM EL CAMINO REAL TO THE WORK SITE SHALL BE USED FOR HAULING TO AND FROM THE WORK. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL SURVEY MONUMENTS AND PROPERTY CORNERS AND SHALL PAY TO REPLACE SAME IF DISTURBED OR REMOVED UNNECESSARILY OR BEFORE BEING TIED OUT. 13. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE CLEAR OF DIRT AND DEBRIS. MATERIALS AND EQUIPMENT SHALL NOT IMPEDE MOVEMENT OF PEDESTRIAN OR VEHICULAR TRAFFIC OVER OR INTO ANY ADJOINING PROPERTY OR TOWN RIGHT-OF-WAY. 14. HAZARDOUS CONDITIONS SHALL NOT BE ALLOWED TO EXIST AT ANY TIME ANYWHERE ON SITE OR IN THE TOWN RIGHT-OF-WAY. 15. THE CONTRACTOR SHALL BE HELD TO DISPOSING OF MATERIAL IN CONFORMANCE WITH THE RECYCLING PLAN APPROVED PURSUANT TO SECTION 16 OF THE STANDARD SPECIFICATIONS. 16. THE CONTRACTOR SHALL MAINTAIN A RECORD SET OF PLANS SHOWING ALL CHANGES THEREON AS WELL AS ACTUAL LOCATIONS OF UNDERGROUND UTILITIES AND OTHER UNDERGROUND OBJECTS ENCOUNTERED IN THE WORK. UPON COMPLETION OF THE WORK, AND AS A CONDITION THAT MUST MET BEFORE FINAL PAYMENT, THE CONTRACTOR SHALL SUBMIT A COPY ACCEPTABLE TO THE CITY ENGINEER OF SAID RECORD SET OF PLANS. 17. PAYMENT FOR EXTRA WORK, BASED ON TIME AND MATERIALS (FORCE ACCOUNT) WILL BE MADE ONLY WHEN DAILY FORCE ACCOUNT WORK SHEETS ARE SUBMITTED WITHIN ONE WORKING DAY OF PERFORMING THE WORK AND WHEN THEREAFTER APPROVED BY THE CITY ENGINEER. FAILURE TO SUBMIT FORCE ACCOUNT WORK SHEETS BY THE FOLLOWING DAY SHALL WAIVE THE CONTRACTOR'S RIGHT TO PAYMENT FOR WORK AND MATERIALS FURNISHED THAT DAY. SPECIFIC NOTES: A. AGGREGATE BASE USED IN AREA WHERE IT WILL BE FINISHED SURFACE SHALL BE VIRGIN MATERIAL - NOT RECYCLED BASE. B. CONTRACTOR SHALL PARK CONSTRUCTION EQUIPMENT OVER NIGHT AND OVER WEEKEND ONLY IN AREA AGREED TO BY THE CITY ENGINEER AS BEING SUITABLE. NO PARKING OF EQUIPMENT WITHIN DRIP LINE OF TREES CONTRACTOR SHALL EXCAVATE BY HAND AROUND THE EXISTING PIPE (2' MAX.) CONTRACTOR SHALL INSTALL AC PAVEMENT AROUND THE STORM DRAIN PIPE. C. NO PARKING OFF THE PAVEMENT. ALL WORKERS AND EQUIPMENT SHALL BE PARKED AT THE STAGING AREA. GENERAL NOTES ATTACHMENT 1
CONSTRUCTION PHASING LEGEND PHASE 1: PARK ENTRY LAWN SYM DESCRIPTION 0' 15' 30' 60' 90' NORTH PROJECT SCHEDULE 1. PARK ENTRY LAWN 07/12/22 CONSTRUCTION START DATE 2. ENTRY DRIVEWAY TO BE DETERMINED BY 3. EXIT DRIVEWAY CONTRACTOR 4. RAISED CROSSWALKS 1. MAINTENANCE OF TRAFFIC - THE CONTRACTOR SHALL PLAN AND CONDUCT HIS ACTIVITIES TO MINIMIZE THE DISRUPTION OF NORMAL TRAFFIC AND PARKING. NORMAL MOVEMENT OF TRAFFIC THROUGH THE PROJECT AREA SHALL BE MAINTAINED AT ALL TIMES TO THE GREATEST EXTENT POSSIBLE. MINIMUM 10 FEET (3 METERS) WIDE LANES SHALL BE MAINTAINED FOR TRAFFIC IN EACH DIRECTION. DELINEATORS USED TO CHANNEL TRAFFIC SHALL BE A MINIMUM OF 36 INCHES (91 CM) HIGH. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING "NO PARKING" BARRICADES AND SIGNS AT INTERVALS NO GREATER THAN 100 FEET (30 METERS) AT LEAST 48 HOURS PRIOR TO ANY WORK REQUIRING SUCH TRAFFIC CONTROL. AT LEAST ONE-WAY TRAFFIC SHALL BE MAINTAINED ON ALL STREETS WITHIN THE LIMITS OF WORK DURING ACTUAL WORK HOURS. DURING OTHER TIMES, ALL STREET LANES SHALL BE FREE OF OBSTRUCTIONS AND HAZARDS, AND SHALL BE MADE AVAILABLE FOR USE BY TRAFFIC. 3. ON MARSH ROAD, MIDDLEFIELD ROAD, VALPARAISO AVENUE, AND ALAMEDA DE LAS PULGAS AND SUCH OTHER STREETS AND ROADS AS ARE DESIGNATED ON THE PLANS OR IDENTIFIED IN THE SPECIAL PROVISIONS OR IN PERMIT CONDITIONS AS "LIMITED OPERATIONS AREAS," ALL NORMAL STREET LANES SHALL BE FREE OF OBSTRUCTIONS AND AVAILABLE FOR USE BY TRAFFIC BETWEEN THE HOURS OF 3:30 P.M. AND 8:30 A.M. ON WEEK DAYS AND AT ALL TIMES ON WEEK ENDS AND HOLIDAYS, EXCEPT AS SPECIFICALLY ALLOWED BY THE CITY ENGINEER OR AS STATED ON THE PLANS OR IN THE SPECIAL PROVISIONS OR PERMIT. 4. THE CONTRACTOR SHALL PROVIDE FOR SAFE AND CONVENIENT PASSAGE OF PEDESTRIAN TRAFFIC THROUGHOUT THE WORK AREA AT ALL TIMES. 5. WHEN METAL PLATES ARE USED, THEY SHALL HAVE A NON-SKID SURFACE WHEN SUBJECT TO VEHICULAR OR PEDESTRIAN TRAFFIC. 6. FENCE EACH PHASE SEPARATELY. 7. TOWN REQUESTS THAT ROADWAYS BE OPEN AREA WORK AREAS. 8. LANDSCAPE & PAVING PHASES AREAS OUT OF ROADWAY SHALL HAVE TEMPORARY CONSTRUCTION FENCING. PHASE PHASE 2: ENTRY DRIVEWAY PHASE 3: EXIT DRIVEWAY PHASE 4: RAISED CROSSWALKS CONSTRUCTION PHASING AND TRAFFIC CONTROL NOTES CONSTRUCTION STAGING AREA CONSTRUCTION FENCING FILTER ROLL BARRIER DL2.1 NOTES: 1. PRIOR TO BEGINNING ANY SITE WORK, CONTRACTOR SHALL PREPARE A SWPPP. 2. AREAS OF DEMOLISHED PAVING TO BE REPAVED WITHIN 48 HOURS AFTER REMOVAL. TEMPORARY VEHICULAR GATES TEMPORARY VEHICULAR GATES TEMPORARY VEHICULAR GATES ATTACHMENT 1
MATCHLINE - REFER TO SHEET L1.2 0' 10' 20' 40' 60' NORTH civil engineers and surveyors ROSENBLUM, INC. UNDERWOOD& SYM DESCRIPTION SURVEY LEGEND (E) IRRIGATION MAINLINE AS BUILT LOCATION. NOT SHOWN ON SURVEY.

ATTACHMENT 1
MATCHLINE - REFER TO SHEET L1.1 0' 10' 20' 40' 60' NORTH civil engineers and surveyors ROSENBLUM, INC. UNDERWOOD& SYM DESCRIPTION SURVEY LEGEND (E) IRRIGATION MAINLINE AS BUILT LOCATION. NOT SHOWN ON SURVEY.

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1 1 NOTES: 1. INSTALL SEDIMENT RETENTION FIBER ROLLS (FIBER ROLLS / WATTLES) AS LOCATED ON PLANS AND AS REQUIRED PER THE STATE GENERAL PERMIT FOR STORMWATER DISCHARGE. 2. FIBER ROLLS SHALL BE CONSTRUCTED LONG ENOUGH TO EXTEND ACROSS FLOW PATH OF POTENTIAL RUN-OFF AND RUN-ON. 3. PREPARE GRADES REMOVING SURFACE DEVIATIONS, LARGE STONES OR DEBRIS THAT WILL INHIBIT CONTINUOUS CONTACT OF THE FIBER ROLL WITH THE GRADE. 4. PRIOR TO FILTER ROLL INSTALLATION EXCAVATE A CONCAVE TRENCH 2" MIN., 4" MAX. DEEP ALONG THE PROPOSED FIBER ROLL LOCATION. 5. INSTALL FIBER ROLLS WITH CONTINUOUS CONTACT OF THE BOTTOM OF THE EXCAVATED TRENCH. 6. STAKE ROLL ON BOTH SIDES 2' FROM OF ENDS AND AT 4' MAXIMUM SPACING WITH 2"X2"X24" STAKES. DRIVE STAKES IN ON ALTERNATING SIDES OF THE ROLL AND OVERLAP ABUTTING ROLL ENDS 12" MIN. 7. BACKFILLED BOTH SIDES TO WATTLE AND TAMP SOIL TO FIRM AND STABLE.. 8. CONTRACTOR SHALL MAKE WEEKLY INSPECTIONS OR AS INDICATED IN STORMWATER POLLUTION PREVENTION PLAN, OR THE STATE GENERAL PERMIT FOR STORMWATER DISCHARGE. SEDIMENT RETENTION FIBER ROLL NTS FLOW
2" MIN.
4" MAX.
12"
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2"x2"x24" STAKES @ 4' MAX SPACING SEDIMENT RETENTION FIBER ROLL, REFER TO SPECIFICATIONS. AT SOFTSCAPE GRAVEL BAGS TO BE INSTALLED EVERY 8' O.C. AT SLOPES 5:1, BAGS TO BE INSTALLED EVERY 3' O.C. AT HARDSCAPE SEDIMENT RETENTION FIBER ROLL, REFER TO SPECIFICATIONS.

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A STABILIZED CONSTRUCTION ENTRY NOTES: 1. CONSTRUCTION SITE ACCESS SHALL BE CONSTRUCTED OF 1" TO 3" WASHED, WELL-GRADED GRAVEL OR CRUSHED ROCK. MATERIAL SHALL BE PLACED TO A MINIMUM THICKNESS OF 6". 2. THE ENTRANCE SHALL BE KEPT IN GOOD CONDITION BY OCCASIONAL TOP DRESSING WITH MATERIAL AS SPECIFIED IN NOTE 1. 3. ACCESSES SHALL BE INSPECTED WEEKLY DURING PERIODS OF HEAVY USAGE, MONTHLY DURING NORMAL USAGE, AND AFTER EACH RAINFALL, WITH MAINTENANCE PROVIDED AS NECESSARY. PERIODIC TOP DRESSING SHALL BE DONE AS NEEDED. 4. TEMPORARY ACCESS ROAD SHALL BE REMOVED AT THE END OF THE PROJECT. AFFECTED AREA SHALL BE RETURNED TO AS WAS OR BETTER CONDITION. RIGHT OF WAY EXISTING GROUND1" to 3" WASHED WELL-GRADED GRAVEL OR CRUSHED ROCK. PER PLAN CONSTRUCTION SITE SECTION A-A GEOTEXTILE MATERIAL 6 INCHES MIN. DIRECTION OF TRAVEL PER PLAN PLAN VIEW NOTES: CONTRACTOR TO CONFORM TO NOTES PROVIDED IN DETAIL D, THIS SHEET. GRATE TO HAVE FILTER FABRIC SECURELY ATTACHED TO TOP. CATCH BASIN / DRAIN INLET, REFER TO DRAINAGE PLAN FOR ADDITIONAL INFORMATION. FINISH GRADE D
- FIBER ROLL BARRIER STORM DRAIN INLET FILTER FOR EXISTING AND PROPOSED STORM DRAINS C
1EROSION AND SEDIMENT CONTROL LEGEND FILTER FABRIC TO BE SECURELY ATTACHED TO DRAINAGE STRUCTURE TOP AND PERIMETER WADDLE FILTER ROLL BARRIER LIMIT OF WORK - REFER TO SHEET C0.2 FOR EXTENT OF CONSTRUCTION FENCING CONSTRUCTION WASHOUT AREA - PROVIDE A WASHOUT BIN FOR CONSTRUCTION WASHOUT AND REMOVE AT END OF CONSTRUCTION. CONSTRUCTION STAGING AREA D
- STABILIZED CONSTRUCTION ENTRY SYM DESCRIPTION EROSION AND SEDIMENT CONTROL NOTES B
- DTL REF 1. EROSION AND SEDIMENT CONTROL SHALL BE CONSTRUCTED DURING FIRST WEEK OF CONSTRUCTION. 2. EROSION AND SEDIMENT CONTROL SHALL REMAIN THROUGHOUT CONSTRUCTION AND BE REMOVED AND DISPOSED OF DURING MAINTENANCE PERIOD. 3. EROSION AND SEDIMENT CONTROL MAY BE ADJUSTED THROUGH CONSTRUCTION WITH APPROVAL OR AS DIRECTED BY OWNER'S REPRESENTATIVE. 4. CONTRACTOR SHALL SWEEP STREETS AND PARKING AREAS AFFECTED BY CONSTRUCTION WITH STREET SWEEPER AS REQUIRED TO KEEP PAVING CLEAN OF CONSTRUCTION DEBRIS.

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C WOOD OR METAL STAKES CSTRAW BALES12" (TYP) 5'-0" MIN STRAW BALES (2 HIGH) WEDGE LOOSE STRAW BETWEEN BALES WOOD STAKES OR REBAR (2 PER BALE)FG STAPLE AS REQUIRED PLASTIC LINER GRAVEL BAG BARRIERS IN CORNERS SECTION C-C GRAVEL BAGS IN CORNERS 12" (TYP) PLAN A TEMPORARY CONSTRUCTION WASHOUT AREA DIRECTION OF SURFACE FLOW 0' 15' 30' 60' 90' NORTH ATTACHMENT 1
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3 4 R 5
6 S
S 1. THE CONTRACTOR SHALL PERFORM ALL CLEARING, DEMOLITION, REMOVAL OF OBSTRUCTIONS AND SITE PREPARATIONS NECESSARY FOR THE PROPER EXECUTION OF ALL WORK CONTAINED IN THE CONTRACT DOCUMENTS. 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES AND PROVIDE THE REQUIRED COORDINATION FOR THEIR TEMPORARY DISCONNECTION, PROTECTION, REMOVAL AND/OR STORAGE AS MAY BE REQUIRED DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHETHER TEMPORARY SERVICES ARE NECESSARY. 3. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID SUBMITTAL TO DETERMINE THE EXACT EXTENT AND DEPTH OF SITE DEMOLITION REQUIRED AND VERIFY COMPLIANCE WITH DRAWINGS. THE OWNER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 4. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE DEEMED TO BE APPROXIMATIONS ONLY. ALL DISCREPANCIES BETWEEN WHAT IS SHOWN AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 PRIOR TO ANY DEMOLITION OR EXCAVATION. UPON COMPLETION OF USA MARKING OPERATIONS, CONTRACTOR SHALL RECORD ALL UTILITY MARKINGS ON A SEPARATE SET OF DRAWINGS. THIS SET SHALL BE KEPT ON-SITE FOR REFERENCE FOR DURATION OF CONTRACT. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD CONFLICTS ARISE AND REDIRECT WORK TO AVOID DELAY. 5. ALL EXISTING ITEMS ARE TO REMAIN UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING, AT CONTRACTOR'S EXPENSE, ANY EXISTING ITEM DAMAGED OR DESTROYED BY CONSTRUCTION OPERATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY AND ALL DAMAGES TO ADJACENT PROPERTIES. THE DAMAGED ITEMS SHALL BE RESTORED TO AN "AS-WAS" OR BETTER CONDITION OR REPLACED PER THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 6. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR SHALL INSTALL SELF-SUPPORTING INTERLOCKING CHAIN-LINK TEMPORARY CONSTRUCTION FENCING TO ENCLOSE AND SECURE THE PROJECT AREA LIMIT OF WORK. ROADS AFTER WORK HOURS SHALL BE FULLY ACCESSIBLE. THE FENCING SHALL CONTAIN PEDESTRIAN AND/OR VEHICULAR ACCESS GATES AS NECESSARY AND SHALL BE MINIMUM 6 FEET HIGH WITH A TOP AND BOTTOM RAIL WITH KNUCKLED TOP AND BOTTOM SELVAGE (NO BARBED WIRE PERMITTED). ALL FENCING SHALL INCLUDE FULL HEIGHT SCREEN SHADE CLOTH COVERING. THE CONSTRUCTION FENCING WORK SHALL BE SUBJECT TO THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 7. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR SHALL PROTECT ALL EXISTING PLANT MATERIAL NOT SCHEDULED FOR REMOVAL BY INSTALLING A 6' CHAIN LINK TREE PROTECTION DETAIL PER DETAIL C, SHEET D2.2. ALL TREE PROTECTION WORK SHALL BE SUBJECT TO THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 8. DEMOLITION SHALL INCLUDE THE REMOVAL OF ITEM AND ANY FOUNDATION OR STRUCTURAL SUPPORT RELATED TO ITEM FOR PLANT MATERIAL THIS SHALL INCLUDE STUMPS AND ROOTS OVER 2 INCHES IN DIAMETER. DISPOSAL SHALL BE OFF-SITE IN A LEGAL MANNER ACCEPTABLE TO THE OWNER'S REPRESENTATIVE AND IN COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL CODES AND ORDINANCES. 9. NOT ALL EXISTING TREES ARE SHOWN ON TOWN PROVIDED SURVEY. CONTRACTOR TO LOCATED EXISTING TREES ON SITE AND PROTECT ALL EXISTING TREES UNLESS OTHERWISE NOTED. 10. REFER TO SPECIFICATIONS FOR ADDITIONAL CLEARING, GRUBBING, TOPSOIL STOCKPILING AND OTHER PERTINENT INFORMATION. 11. EXISTING LAWN AND IRRIGATION SYSTEM TO REMAIN, IF THEY ARE DAMAGED DURING CONSTRUCTION THEY SHALL BE REPLACED AT NO COST TO THE OWNER. LIMIT OF WORK - REFER TO SHEET C0.2 FOR CONSTRUCTION FENCING. SYM DESCRIPTION DEMOLITION LEGEND DEMOLITION NOTES EXISTING SURFACE VEGETATION OR MULCH AT PROPOSED HARDSCAPE AREA TO BE REMOVED PER SPECIFICATIONS. 6" OF EXISTING TOP SOIL SHALL BE REMOVED FROM SITE. REFER TO SPECIFICATIONS FOR INFORMATION. REMOVE EXCESS SOIL FROM SITE. DEMOLISH AND REMOVE EXISTING FENCE, INCLUDING GATES, SIGNS, POSTS, FABRIC, AND FOOTINGS SAWCUT EXISTING ASPHALT PAVING REMOVE EXISTING TREES WITH WOOD INTERPRETIVE SIGN. TREE TO REMAIN AND BE PROTECTED AND PRUNED, REFER TO SPECIFICATIONS AND DETAIL C, SHEET D2.2. WOOD INTERPRETIVE SIGNS FOR TREES TO REMAIN AND BE PROTECTED IN PLACE.

MATCHLINE - REFER
TO SHEET L3.2 0' 10' 20' 40' 60' NORTH EXISTING ELECTRICAL BOX TO REMAIN AND BE PROTECTED IN PLACE. EXISTING UTILITY VAULT TO REMAIN AND BE PROTECTED IN PLACE. EXISTING FOUNTAIN PLAZA, AND ASSOCIATED FOUNTAIN, TO REMAIN AND BE PROTECTED IN PLACE. EXISTING SHRUB AND SMALL TREES TO REMAIN AND BE PROTECTED IN PLACE. EXISTING SOD TO REMAIN AND BE PROTECTED IN PLACE. SOD PROTECTION IS TO EXTEND TO THE EXISTING EDGES. EXISTING ASPHALT TO REMAIN AND BE PROTECTED IN PLACE EXISTING INTERPRETIVE TREE SIGN TO REMAIN AND BE PROTECTED IN PLACE. EXISTING SURVEY MARKER TO REMAIN. EXISTING MAILBOX TO REMAIN AND BE PROTECTED IN PLACE. EXISTING FENCING TO REMAIN AND BE PROTECTED IN PLACE. EXISTING HEADERBOARD TO REMAIN AND BE PROTECTED IN PLACE. EXISTING SIGN TO BE REINSTALLED PER DETAIL E, SHEET D1.3 WITH NEW POST AND FOOTING. EXISTING POST AND FOOTING TO BE DEMOLISHED AND REMOVED. REFER TO TRAFFIC SIGN LIST ON THIS SHEET, REFER TO MATERIAL PLAN FOR NEW LOCATIONS OF LISTED TRAFFIC SIGNS. FOR TREATMENT OF DECORATIVE WOOD PANELS REFER TO DETAILS J AND I, SHEET D1.4 FOR THE ENTRANCE AND DETAILS G AND F, SHEET D1.4 FOR THE EXIT.

G
H
I
JKLM
NO
PQRS
A EXISTING CATCH BASIN TO REMAIN AND BE PROTECTED IN PLACE. EXISTING AC CURB TO REMAIN AND BE PROTECTED EXISTING IRRIGATION CONTROL VALVE TO REMAIN AND BE PROTECTED IN PLACE. EXISTING IRRIGATION CONTROL VALVE TO BE RELOCATED OUTSIDE OF NEW PAVING. EXISTING IRRIGATION LINE AT IRRIGATION CONTROL VALVE TO BE CUT, CAPPED, AND REROUTED TO NEW IRRIGATION CONTROL VALVE LOCATION. REFER TO IRRIGATION PLAN. EXISTING SANITARY SEWER CLEAN OUT TO REMAIN AND BE PROTECTED IN PLACE. EXISTING IRRIGATION TO BE PROTECTED IN PLACE OR RELOCATED IN FIELD AS NECESSARY ITEMS TO BE PROTECTED OR RELOCATED BC
D
EF ITEMS TO BE DEMOLISHED AND/OR REMOVED EXISTING ASPHALT CURB TO BE DEMOLISHED AND REMOVED. EXISTING WOOD HEADER TO BE DEMOLISHED AND REMOVED. EXISTING BOLLARDS, AND ASSOCIATED FOOTING, TO BE DEMOLISHED AND REMOVED. EXISTING SIGN, AND ASSOCIATED FOOTING, TO BE REMOVED AND STOCKPILED FOR FUTURE USE. EXISTING TABLE TO BE REMOVED AND RELOCATED, REFER TO MATERIAL PLAN FOR PROPOSED LOCATIONS. EXISTING BENCH TO BE REMOVED AND STOCKPILED FOR FUTURE USE. EXISTING LIGHT FIXTURE TO BE REMOVED. EXISTING CATCH BASINS WITH ASSOCIATED SD LINES TO BE REMOVED, CONTRACTOR TO REPLACE PER GRADING AND DRAINAGE PLAN. REMOVE EXISTING CATCH BASIN AND REPLACE PER DRAINAGE PLAN. MAINTAIN EXISTING PIPES WITH INVERTS. EXISTING FIRE HYDRANT TO BE REMOVED AND REPLACED WITH NEW HYDRANT, REFER TO MATERIAL PLAN FOR LOCATION OF NEW HYDRANT. WATER LINE TO BE TEMPORARILY CAPPED AND RUN TO CONNECT TO NEW LOCATION. CONTRACTOR TO COORDINATE FIRE HYDRANT WITH BEAR GULCH DISTRICT OF CALWATER. 12345678910 ITEMS TO BE PROTECTED OR RELOCATED (E) IRRIGATION CONTROLLER LOCATED IN MAIN HOUSE, OUTSIDE OFFICE DOOR, ON WALL NOTES: 1. AREAS OF DEMOLISHED PAVING TO BE REPAVED WITHIN 48 HOURS AFTER REMOVAL. 2. IF EXISTING IRRIGATION NEEDS TO BE SHUT OFF, ALL EXISTING PLANT MATERIAL TO REMAIN SHALL BE HAND WATERED. NO FIRE LANE, ADD PARKING WARNING, FINE, VAN (4 SIGNS) SECURITY NOTICE 15 MPH SPEED 15 MPH SPEED PARKING IN DESIGNATED SPACES ONLY TRAFFIC SIGN LIST EXIT ONLY 15 MPH SPEED 15 MPH SPEED EXIT ONLY EXIT ONLY (YELLOW, AT BRIDGE) 12345
678910
ATTACHMENT 1
MATCHLINE - REFER TO SHEET L3.1
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
1 1 1
1 1
1 1
1 1
1 1
1 K
C
C
A
J
L
L
L
L
L
L
L
O
O
P P
P
P
8 8
B
B 10
7 R
8 R
R 9
F
F
F

IRR IRR IRR
IRR IRR IRR IRR IRR IRR IRR IRR 10
S 1. THE CONTRACTOR SHALL PERFORM ALL CLEARING, DEMOLITION, REMOVAL OF OBSTRUCTIONS AND SITE PREPARATIONS NECESSARY FOR THE PROPER EXECUTION OF ALL WORK CONTAINED IN THE CONTRACT DOCUMENTS. 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES AND PROVIDE THE REQUIRED COORDINATION FOR THEIR TEMPORARY DISCONNECTION, PROTECTION, REMOVAL AND/OR STORAGE AS MAY BE REQUIRED DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHETHER TEMPORARY SERVICES ARE NECESSARY. 3. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID SUBMITTAL TO DETERMINE THE EXACT EXTENT AND DEPTH OF SITE DEMOLITION REQUIRED AND VERIFY COMPLIANCE WITH DRAWINGS. THE OWNER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 4. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE DEEMED TO BE APPROXIMATIONS ONLY. ALL DISCREPANCIES BETWEEN WHAT IS SHOWN AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 PRIOR TO ANY DEMOLITION OR EXCAVATION. UPON COMPLETION OF USA MARKING OPERATIONS, CONTRACTOR SHALL RECORD ALL UTILITY MARKINGS ON A SEPARATE SET OF DRAWINGS. THIS SET SHALL BE KEPT ON-SITE FOR REFERENCE FOR DURATION OF CONTRACT. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD CONFLICTS ARISE AND REDIRECT WORK TO AVOID DELAY. 5. ALL EXISTING ITEMS ARE TO REMAIN UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING, AT CONTRACTOR'S EXPENSE, ANY EXISTING ITEM DAMAGED OR DESTROYED BY CONSTRUCTION OPERATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY AND ALL DAMAGES TO ADJACENT PROPERTIES. THE DAMAGED ITEMS SHALL BE RESTORED TO AN "AS-WAS" OR BETTER CONDITION OR REPLACED PER THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 6. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR SHALL INSTALL SELF-SUPPORTING INTERLOCKING CHAIN-LINK TEMPORARY CONSTRUCTION FENCING TO ENCLOSE AND SECURE THE PROJECT AREA LIMIT OF WORK. ROADS AFTER WORK HOURS SHALL BE FULLY ACCESSIBLE. THE FENCING SHALL CONTAIN PEDESTRIAN AND/OR VEHICULAR ACCESS GATES AS NECESSARY AND SHALL BE MINIMUM 6 FEET HIGH WITH A TOP AND BOTTOM RAIL WITH KNUCKLED TOP AND BOTTOM SELVAGE (NO BARBED WIRE PERMITTED). ALL FENCING SHALL INCLUDE FULL HEIGHT SCREEN SHADE CLOTH COVERING. THE CONSTRUCTION FENCING WORK SHALL BE SUBJECT TO THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 7. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR SHALL PROTECT ALL EXISTING PLANT MATERIAL NOT SCHEDULED FOR REMOVAL BY INSTALLING A 6' CHAIN LINK TREE PROTECTION DETAIL PER DETAIL C, SHEET D2.2. ALL TREE PROTECTION WORK SHALL BE SUBJECT TO THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 8. DEMOLITION SHALL INCLUDE THE REMOVAL OF ITEM AND ANY FOUNDATION OR STRUCTURAL SUPPORT RELATED TO ITEM FOR PLANT MATERIAL THIS SHALL INCLUDE STUMPS AND ROOTS OVER 2 INCHES IN DIAMETER. DISPOSAL SHALL BE OFF-SITE IN A LEGAL MANNER ACCEPTABLE TO THE OWNER'S REPRESENTATIVE AND IN COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL CODES AND ORDINANCES. 9. NOT ALL EXISTING TREES ARE SHOWN ON TOWN PROVIDED SURVEY. CONTRACTOR TO LOCATED EXISTING TREES ON SITE AND PROTECT ALL EXISTING TREES UNLESS OTHERWISE NOTED. 10. REFER TO SPECIFICATIONS FOR ADDITIONAL CLEARING, GRUBBING, TOPSOIL STOCKPILING AND OTHER PERTINENT INFORMATION. 11. EXISTING LAWN AND IRRIGATION SYSTEM TO REMAIN, IF THEY ARE DAMAGED DURING CONSTRUCTION THEY SHALL BE REPLACED AT NO COST TO THE OWNER. LIMIT OF WORK - REFER TO SHEET C0.2 FOR CONSTRUCTION FENCING. SYM DESCRIPTION DEMOLITION LEGEND DEMOLITION NOTES EXISTING SURFACE VEGETATION OR MULCH AT PROPOSED HARDSCAPE AREA TO BE REMOVED PER SPECIFICATIONS. 6" OF EXISTING TOP SOIL SHALL BE REMOVED FROM SITE. REFER TO SPECIFICATIONS FOR INFORMATION. REMOVE EXCESS SOIL FROM SITE. DEMOLISH AND REMOVE EXISTING FENCE, INCLUDING GATES, SIGNS, POSTS, FABRIC, AND FOOTINGS SAWCUT EXISTING ASPHALT PAVING REMOVE EXISTING TREES WITH WOOD INTERPRETIVE SIGN. TREE TO REMAIN AND BE PROTECTED AND PRUNED, REFER TO SPECIFICATIONS AND DETAIL C, SHEET D2.2. WOOD INTERPRETIVE SIGNS FOR TREES TO REMAIN AND BE PROTECTED IN PLACE.

R EXISTING HARDSCAPE PAVING INCLUDING BASE MATERIAL TO BE DEMOLISHED AND REMOVED. EXISTING DECOMPOSED GRANITE TO BE DEMOLISHED AND REMOVED. EXISTING SURFACE VEGETATION AT PROPOSED PLANTING OR MULCH AREA TO BE REMOVED PER SPECIFICATIONS. 6" OF EXISTING TOP SOIL SHALL BE REMOVED AND STOCKPILED ON SITE. REFER TO SPECIFICATIONS FOR INFORMATION. EXISTING HARDSCAPE PAVING TO REMAIN AND BE PROTECTED. EXISTING GRASS TO REMAIN AND BE PROTECTED, DAMAGED GRASS IS TO BE REPLANTED. EXISTING SMALL TREES TO REMAIN AND BE PROTECTED. MULCH TO REMAIN AND BE PROTECTED. 0' 10' 20' 40' 60' NORTH EXISTING ELECTRICAL BOX TO REMAIN AND BE PROTECTED IN PLACE. EXISTING UTILITY VAULT TO REMAIN AND BE PROTECTED IN PLACE. EXISTING FOUNTAIN PLAZA, AND ASSOCIATED FOUNTAIN, TO REMAIN AND BE PROTECTED IN PLACE. EXISTING SHRUB AND SMALL TREES TO REMAIN AND BE PROTECTED IN PLACE. EXISTING SOD TO REMAIN AND BE PROTECTED IN PLACE. SOD PROTECTION IS TO EXTEND TO THE EXISTING EDGES. EXISTING ASPHALT TO REMAIN AND BE PROTECTED IN PLACE EXISTING INTERPRETIVE TREE SIGN TO REMAIN AND BE PROTECTED IN PLACE. EXISTING SURVEY MARKER TO REMAIN. EXISTING MAILBOX TO REMAIN AND BE PROTECTED IN PLACE. EXISTING FENCING TO REMAIN AND BE PROTECTED IN PLACE. EXISTING HEADERBOARD TO REMAIN AND BE PROTECTED IN PLACE. EXISTING SIGN TO BE REINSTALLED PER DETAIL E, SHEET D1.3 WITH NEW POST AND FOOTING. EXISTING POST AND FOOTING TO BE DEMOLISHED AND REMOVED. REFER TO TRAFFIC SIGN LIST ON THIS SHEET, REFER TO MATERIAL PLAN FOR NEW LOCATIONS OF LISTED TRAFFIC SIGNS. FOR TREATMENT OF DECORATIVE WOOD PANELS REFER TO DETAILS J AND I, SHEET D1.4 FOR THE ENTRANCE AND DETAILS G AND F, SHEET D1.4 FOR THE EXIT.

G
H
I
JKLM
NO
PQRS
A EXISTING CATCH BASIN TO REMAIN AND BE PROTECTED IN PLACE. EXISTING AC CURB TO REMAIN AND BE PROTECTED EXISTING IRRIGATION CONTROL VALVE TO REMAIN AND BE PROTECTED IN PLACE. EXISTING IRRIGATION CONTROL VALVE TO BE RELOCATED OUTSIDE OF NEW PAVING. EXISTING IRRIGATION LINE AT IRRIGATION CONTROL VALVE TO BE CUT, CAPPED, AND REROUTED TO NEW IRRIGATION CONTROL VALVE LOCATION. REFER TO IRRIGATION PLAN. EXISTING SANITARY SEWER CLEAN OUT TO REMAIN AND BE PROTECTED IN PLACE. EXISTING IRRIGATION TO BE PROTECTED IN PLACE OR RELOCATED IN FIELD AS NECESSARY ITEMS TO BE PROTECTED OR RELOCATED BC
D
EFITEMS TO BE DEMOLISHED AND/OR REMOVED EXISTING ASPHALT CURB TO BE DEMOLISHED AND REMOVED. EXISTING WOOD HEADER TO BE DEMOLISHED AND REMOVED. EXISTING BOLLARDS, AND ASSOCIATED FOOTING, TO BE DEMOLISHED AND REMOVED. EXISTING SIGN, AND ASSOCIATED FOOTING, TO BE REMOVED AND STOCKPILED FOR FUTURE USE. EXISTING TABLE TO BE REMOVED AND RELOCATED, REFER TO MATERIAL PLAN FOR PROPOSED LOCATIONS. EXISTING BENCH TO BE REMOVED AND STOCKPILED FOR FUTURE USE. EXISTING LIGHT FIXTURE TO BE REMOVED. EXISTING CATCH BASINS WITH ASSOCIATED SD LINES TO BE REMOVED, CONTRACTOR TO REPLACE PER GRADING AND DRAINAGE PLAN. REMOVE EXISTING CATCH BASIN AND REPLACE PER DRAINAGE PLAN. MAINTAIN EXISTING PIPES WITH INVERTS. EXISTING FIRE HYDRANT TO BE REMOVED AND REPLACED WITH NEW HYDRANT, REFER TO MATERIAL PLAN FOR LOCATION OF NEW HYDRANT. WATER LINE TO BE TEMPORARILY CAPPED AND RUN TO CONNECT TO NEW LOCATION. CONTRACTOR TO COORDINATE FIRE HYDRANT WITH BEAR GULCH DISTRICT OF CALWATER. 12345678910 DEMOLITION ITEMS NO FIRE LANE, ADD PARKING WARNING, FINE, VAN (4 SIGNS) SECURITY NOTICE 15 MPH SPEED 15 MPH SPEED PARKING IN DESIGNATED SPACES ONLY TRAFFIC SIGN LIST EXIT ONLY 15 MPH SPEED 15 MPH SPEED EXIT ONLY EXIT ONLY (YELLOW, AT BRIDGE) 12345
678910 PROTECT EXISTING IRRIGATION MAINLINE AND VALVE RELOCATE EXISTING VALVE PER IRRIGATION PLAN, DEMOLISH EXISTING MAINLINE AND REPLACE PER IRRIGATION PLAN RELOCATE SIGN PER MATERIAL PLAN NOTES: 1. AREAS OF DEMOLISHED PAVING TO BE REPAVED WITHIN 48 HOURS AFTER REMOVAL. 2. IF EXISTING IRRIGATION NEEDS TO BE SHUT OFF, ALL EXISTING PLANT MATERIAL TO REMAIN SHALL BE HAND WATERED.

ATTACHMENT 1
MATCHLINE - REFER TO SHEET L4.2 FS 49.30 TC 49.52 FS 49.19 FG 49.36 FS 49.42 FS 49.30 FS 49.50 FS 49.38 FS 49.38 FS 49.26 FS 49.43 FS 49.58 FS 49.25 FS 49.07FS 49.20 FS 49.39 FS 49.52 FS 49.43 FS 49.33 FS 49.45 FS 49.01 FS 48.89TC 49.55 FS 49.05 FG 49.30 FS 48.70 FS 48.82 FS 48.51 FS 48.63 FS 48.85 LP 48.25 TC 49.00 FS 48.50 TC/FS 49.00 FS 48.70 FS 48.58 FS 48.78 FS 48.80 FS 48.78 FS 48.66 FS 48.77 FS 48.44 FS 48.80 FS 48.92 FS 49.08 FS 49.20 FS 48.47 FS 48.47 FS 48.32 FS 48.89 FS 48.75 FS 48.60 FS 48.82 FS 48.70 FS 48.60 FS 48.70 FS 48.86 FS 48.70 FS 48.86 TC 50.19 FS (AC) 49.69 FS 49.38 TC 49.99 FS 49.49 TC 50.20 FS 50.20 BC (AC) 49.7 FS 50.30 FS 49.81 FS 50.00 FS 49.87 FS 49.48 FS 49.60 FS 49.74 FS 49.56 FS 49.52 FS 49.15 FS 49.27 FS 49.36 FS 49.21 TC 49.78 BC 49.28 FG 49.68 FS 48.81 TC 49.59 BC (AC) 49.09 FG 48.97 TC 49.06 BC 48.56 FG 48.81 TC 49.08 FS 48.58 TC 49.00 SCP 48.50 FG 48.46 TC/FS 48.97 TC 49.0 FS 48.50 (E) 48.50+- FS 48.77 FS 48.62 TC 49.01 FS 48.51 FS 48.87 (E) TC 50.45 CONFORM FS 50.11 TC 50.53 FS 50.03 FL 50.00 FS (GB) 50.35 FS 50.11 TC 50.56 FS 50.06 FS 50.10 FS (GB) 50.75 TC 50.58 FS 50.58 TC 50.77 FS (CONC) 50.77 FS 50.84 FS (AC) 50.27 FS (GB) 50.35 FS 50.15 FS (GB) 50.35 FS 50.19 FS (GB) 50.75 FS (CONC) 50.13 FL 49.90 FS (GB) 50.70 FS (AC) 49.91 TC 50.67 FS (AC) 50.17 FS (GB) 50.70 FS (CONC/GB) 50.70 FS (AC) 50.01 TC 50.37 FS 49.87 FL 49.80 FL 49.70 FS (GB) 50.29 FS 49.79 FS 49.47 FS 49.34 FS 49.30 FS 49.18 FS 49.29 FS 49.17 FS 49.37 FS 49.43 FS 49.51 FS 49.11 FS 48.84 FS 48.70 FS 49.10 FS 48.75 FS 48.92 FS 49.78 FS 48.86 FS 50.67 FS (GB) 50.35 FS (WALK) 50.67 18" CB #1 RIM 48.76 FS (GB) 50.29 FS (GB) 50.70 TC 50.00 FS (AC) 49.50 FS 48.61 LP 48.20 FS 48.51 1. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES, AND SERVICES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE DEEMED TO BE APPROXIMATIONS ONLY. ALL DISCREPANCIES BETWEEN WHAT IS SHOWN AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL CONTACT UNDER GROUND SERVICE ALERT (USA) AT (800) 227-2600 PRIOR TO ANY DEMOLITION OR EXCAVATION. UPON COMPLETION OF USA MARKING OPERATIONS, CONTRACTOR SHALL RECORD ALL UTILITY MARKINGS ON A SEPARATE SET OF DRAWINGS. THIS SET SHALL BE KEPT ON-SITE FOR REFERENCE FOR DURATION OF CONTRACT. 2. ALL EXISTING DRAINAGE STRUCTURES, BOXES, UTILITY VAULTS ETC. TO REMAIN, SHALL BE BROUGHT TO FINAL FINISH GRADE PRIOR TO FINAL SURFACE TREATMENT. 3. THE CONTRACTOR IS TO PROTECT DRAINAGE SYSTEM FROM DEBRIS, INCLUDING SOIL, ROCK MATERIAL, AND TRASH FROM ENTERING THE PIPE DURING CONSTRUCTION. CONTRACTOR SHALL AVOID PLACING CONSTRUCTION VEHICLES OVER INSTALLED DRAINAGE TRENCHES TO PREVENT CRUSHING OF PIPE. CONTRACTOR SHALL AVOID PLACING CONSTRUCTION VEHICLES OVER INSTALLED DRAINAGE TRENCHES TO PREVENT CRUSHING OF PIPE. 4. COORDINATE ALL SLEEVING AND UTILITY LOCATIONS AS SHOWN ON THE PLANS AND DETAILS CONTAINED WITHIN THESE CONTRACT DOCUMENTS. 5. THE CONTRACTOR IS TO ENSURE THAT ALL REMAINING ACTIVE AND NEW DRAINAGE AND UTILITY LINES ARE PROTECTED AND UNDAMAGED FROM TRENCHING AND FOOTING EXCAVATIONS FOR NEW FOOTINGS, PARTICULARLY FOR NEW FENCING AND WALLS. 6. ALL ABANDONED STORM LINES SHALL REMAIN IN PLACE UNLESS IN CONFLICT WITH PROPOSED DRAINAGE, UTILITY, OR SUBGRADING OPERATIONS, IN WHICH CASE ABANDONED PIPE IN CONFLICT SHALL BE REMOVED. REMAINING ABANDONED STORM PIPE SHALL BE SEALED WITH APPROPRIATELY SIZED CONCRETE CAP (3 SACK MIX) 6" ENVELOPE OUTSIDE AND INSIDE DIAMETER OF PIPE. 7. PRIOR TO ALL DRAINAGE AND UTILITY WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL POTENTIAL DRAINAGE CONNECTIONS AND EXISTING UTILITY BY POTHOLING. IN ADDITION, ALL DOWNSTREAM CONNECTIONS TO EXISTING STRUCTURES SHALL BE THE START OF THESE OPERATIONS, AND GRADES SHALL BE VERIFIED. 8. WHEN WORK HAS TO OCCUR UNDER THE DRIPLINE OF EXISTING TREES NOT SCHEDULED FOR REMOVAL, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO THE TREES AND TREE ROOTS. GRADE IN LINES RADIAL TO THE EXISTING TREES RATHER THAN TANGENTIAL. ALL PARTIAL CUTS OR TEARS THROUGH ROOTS TWO INCHES IN DIAMETER AND LARGER SHALL BE CUT CLEAN. TRENCHES ADJACENT TO TREES SHALL BE FILLED WITHIN 24 HOURS AFTER EXCAVATION, BUT WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE, AND ANY EXPOSED ROOTS SHALL BE KEPT SHADED AND MOIST WITH DAMPENED BURLAP OR CANVAS. 1. EXISTING GRADES ARE BASED ON INFORMATION PROVIDED BY: UNDERWOOD & ROSENBLUM, INC. CONTRACTOR SHALL VERIFY EXISTING GRADES FOR ACCURACY PRIOR TO THE START OF GRADING, NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD CONFLICTS ARISE AND REDIRECT WORK TO AVOID DELAY. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE DEEMED TO BE APPROXIMATIONS ONLY. ALL DISCREPANCIES BETWEEN WHAT IS SHOWN AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL CONTACT UNDER GROUND SERVICE ALERT (USA) AT (800) 227-2600 PRIOR TO ANY DEMOLITION OR EXCAVATION. UPON COMPLETION OF USA MARKING OPERATIONS, CONTRACTOR SHALL RECORD ALL UTILITY MARKINGS ON A SEPARATE SET OF DRAWINGS. THIS SET SHALL BE KEPT ON-SITE FOR REFERENCE FOR DURATION OF CONTRACT. 3. PROPOSED GRADES SHALL MEET EXISTING GRADES WITH A SMOOTH AND CONTINUOUS TRANSITION SO AS TO AVOID TRAPPING WATER. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE IF PUDDLING IS SUSPECTED AND REDIRECT WORK SO AS TO AVOID DELAY WHILE AWAITING RESPONSE. 4. ALL EXISTING DRAINAGE STRUCTURES, BOXES, UTILITY VAULTS ETC. SHALL BE BROUGHT TO FINAL FINISH GRADE PRIOR TO FINAL SURFACE TREATMENT. 5. WHERE NEW PAVING CONFORMS TO EXISTING PAVING, CONTRACTOR TO CONFIRM CROSS SLOPE OF LESS THAN 2% IN FIELD. GRADING LEGEND 108 PROPOSED CONTOUR PROPOSED FINISH GRADE ELEVATION OF SOFTSCAPE PROPOSED FINISH SURFACE ELEVATION OF HARDSCAPE PROPOSED FINISH SURFACE ELEVATION OF HARDSCAPE AT DRAINAGE SCUPPER LOW POINT/ RIM ELEVATION OF DRAIN TOP OF CURB GRADE BREAK TO DETENTION AREA EXISTING CONTOUR EXISTING ELEVATION CONFORM TO EXISTING GRADE/SURFACE FS 108.5 SYM DESCRIPTION FG 108.5 SCP 108.5 RIM 108.5 TC 108.5 GRADING NOTES PROPOSED FINISH SURFACE ELEVATION OF CONCRETE FS (CONC) 108.5 PROPOSED FINISH SURFACE ELEVATION OF ASPHALT FS (AC) 108.5 BOTTOM OF CURB BC 108.5 GRADE BREAK PROPOSED FINISH SURFACE ELEVATION OF TOP OF GRADE BEAM FS (GB) 108.5 FL 108.5 PROPOSED FINISH SURFACE ELEVATION OF FLOWLINE OF CONCRETE SWALE PROPOSED LOW POINT OF FINISH GRADE LP 108.5 0' 10' 20' 40' 60' NORTH DRAINAGE & UTILITY NOTES DETAIL NUMBER SHEET NUMBER DRAINAGE & UTILITY LEGEND SYM DESCRIPTION --KD1.1 CATCH BASIN (SIZE PER PLAN) CONNECT NEW CATCH BASIN TO EXISTING DRAIN LINE, CONFIRM IN FIELD. MAINTAIN EXISTING PIPE INVERTS. DRAINAGE & UTILITY NOTES ATTACHMENT 1
MATCHLINE - REFER TO SHEET L4.1
TC/FS 49.00 FS 48.58 FS 48.78 FS 48.66 FS 48.65 FS 48.77 FS 48.44 FS 48.63 FS 48.75 FS 48.60 FS 48.55 FS 48.43 FS 49.08 FS 49.20 TC 46.84 RIM/FL 46.34 FS (GB) 47.08 TC 47.02 FL/FS 46.52
FS (GB) 47.08
FS (GB) 47.08 FS (CONC) 46.60FS (CONC) 46.92 FS 46.60 FS (GB) 47.75 FS (CONC) 46.94 TC 47.32 FS (AC/CONC) 46.82 TC 47.42 FS 46.92 TC/FS 47.55 TC 47.37 FS CONC 46.87 FS 47.30 TC/FS 47.44 FS (AC) 46.99 FS/FL 47.23
TC/FS 47.68
BC/FL 47.32
FS (GB) 47.96 FS 47.96 TC 47.75 FS (WALK) 47.25 TC 47.70 FS 47.20 FS (GB) 47.96 FS 47.93 FS (GB) 47.96 FS 47.34 TC 47.67 FS/SCP 47.17 FL 47.00 TC 47.80 FS 47.30 TC 48.5 BC 48.0 FS 48.40 FG 48.30 TC/FS 47.63 BC/FL 47.16 TC 49.08 FS 48.58 TC/FS 48.97 TC 49.0 FS 48.50 (E) 48.50+- TC/FS 48.98 TC 49.01 FS 48.51 FS 48.87 FS 48.82 TC 48.96 BC 48.46 TC/FS 48.9 TC 48.7 BC 48.2 TC 48.81 TC 48.87 FS/SCP 48.37 TC 48.97 (E) BC 48.47 FS 48.30 FS 48.40 TC 48.45 BC 47.95 FS 47.58 FS 47.58 TC/FS 48.5 TC 48.55 FS 48.45 BC 48.05 TC 48.37 BC 47.87 TC 48.08 FS/BC 47.58 FS 48.42 FS 48.08 FS 48.01 FS 47.65 FS 48.26 FS 48.35 TC/FS 48.85 BC 48.35 FS 48.75 FG 48.65 TC 47.83 FS 47.83 FL 47.31 FS 47.30FS (GB) 47.96 FS (CONC) 47.73 FS (GB) 47.96 FS (CONC) 47.96 TC/FS 47.56 FS (AC) 47.06 FS (GB) 47.75 FS (CONC) 47.25 FL 46.80 TC 47.37 FS 46.87 FS 47.16 CB RIM 47.14 FS 47.51 TC 47.68 BC 47.18 CONTRACTOR TO ADD SD PIPE NEEDED TO TIE IN CB TO EXISTING PIPE SYSTEM. NOTE: CONTRACTOR TO BORE HOLES THROUGH EXISTING WALL TO CREATE SD OUTLETS SD 40 LF 6" SD @ MIN. S=1.50% INV OUT SD 44.24 24" x 24" CB #2 INV 45.12 SD 24" x 24" CB #3 INV 44.84 SD FS 48.35 FS 48.38 18" CB #1 RIM 48.76 SD 18 LF 6" SD @ MIN. S=1.50% FS 47.70 FS 47.25 FS/FL 47.18 FS 47.78 FL 47.34 TC/FS 47.73 BC 47.37 FS 47.80 TC/FS 47.68 BC/FL 47.14 FS 47.75 CONTRACTOR TO ADD SD PIPE NEEDED TO TIE IN CB TO EXISTING PIPE SYSTEM. TC 47.10 FS/SCP 46.70 1. EXISTING GRADES ARE BASED ON INFORMATION PROVIDED BY: UNDERWOOD & ROSENBLUM, INC. CONTRACTOR SHALL VERIFY EXISTING GRADES FOR ACCURACY PRIOR TO THE START OF GRADING, NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD CONFLICTS ARISE AND REDIRECT WORK TO AVOID DELAY. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE DEEMED TO BE APPROXIMATIONS ONLY. ALL DISCREPANCIES BETWEEN WHAT IS SHOWN AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL CONTACT UNDER GROUND SERVICE ALERT (USA) AT (800) 227-2600 PRIOR TO ANY DEMOLITION OR EXCAVATION. UPON COMPLETION OF USA MARKING OPERATIONS, CONTRACTOR SHALL RECORD ALL UTILITY MARKINGS ON A SEPARATE SET OF DRAWINGS. THIS SET SHALL BE KEPT ON-SITE FOR REFERENCE FOR DURATION OF CONTRACT. 3. PROPOSED GRADES SHALL MEET EXISTING GRADES WITH A SMOOTH AND CONTINUOUS TRANSITION SO AS TO AVOID TRAPPING WATER. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE IF PUDDLING IS SUSPECTED AND REDIRECT WORK SO AS TO AVOID DELAY WHILE AWAITING RESPONSE. 4. ALL EXISTING DRAINAGE STRUCTURES, BOXES, UTILITY VAULTS ETC. SHALL BE BROUGHT TO FINAL FINISH GRADE PRIOR TO FINAL SURFACE TREATMENT. 5. WHERE NEW PAVING CONFORMS TO EXISTING PAVING, CONTRACTOR TO CONFIRM CROSS SLOPE OF LESS THAN 2% IN FIELD. GRADING LEGEND 108 PROPOSED CONTOUR PROPOSED FINISH GRADE ELEVATION OF SOFTSCAPE PROPOSED FINISH SURFACE ELEVATION OF HARDSCAPE PROPOSED FINISH SURFACE ELEVATION OF HARDSCAPE AT DRAINAGE SCUPPER LOW POINT/ RIM ELEVATION OF DRAIN TOP OF CURB GRADE BREAK TO DETENTION AREA EXISTING CONTOUR EXISTING ELEVATION CONFORM TO EXISTING GRADE/SURFACE FS 108.5 SYM DESCRIPTION FG 108.5 SCP 108.5 RIM 108.5 TC 108.5 GRADING NOTES PROPOSED FINISH SURFACE ELEVATION OF CONCRETE FS (CONC) 108.5 PROPOSED FINISH SURFACE ELEVATION OF ASPHALT FS (AC) 108.5 BOTTOM OF CURB BC 108.5 GRADE BREAK PROPOSED FINISH SURFACE ELEVATION OF TOP OF GRADE BEAM FS (GB) 108.5 FL 108.5 PROPOSED FINISH SURFACE ELEVATION OF FLOWLINE OF CONCRETE SWALE PROPOSED LOW POINT OF FINISH GRADE LP 108.5 0' 10' 20' 40' 60' NORTH DRAINAGE & UTILITY NOTES DETAIL NUMBER SHEET NUMBER DRAINAGE & UTILITY LEGEND 1. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES, AND SERVICES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE DEEMED TO BE APPROXIMATIONS ONLY. ALL DISCREPANCIES BETWEEN WHAT IS SHOWN AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL CONTACT UNDER GROUND SERVICE ALERT (USA) AT (800) 227-2600 PRIOR TO ANY DEMOLITION OR EXCAVATION. UPON COMPLETION OF USA MARKING OPERATIONS, CONTRACTOR SHALL RECORD ALL UTILITY MARKINGS ON A SEPARATE SET OF DRAWINGS. THIS SET SHALL BE KEPT ON-SITE FOR REFERENCE FOR DURATION OF CONTRACT. 2. ALL EXISTING DRAINAGE STRUCTURES, BOXES, UTILITY VAULTS ETC. TO REMAIN, SHALL BE BROUGHT TO FINAL FINISH GRADE PRIOR TO FINAL SURFACE TREATMENT. 3. THE CONTRACTOR IS TO PROTECT DRAINAGE SYSTEM FROM DEBRIS, INCLUDING SOIL, ROCK MATERIAL, AND TRASH FROM ENTERING THE PIPE DURING CONSTRUCTION. CONTRACTOR SHALL AVOID PLACING CONSTRUCTION VEHICLES OVER INSTALLED DRAINAGE TRENCHES TO PREVENT CRUSHING OF PIPE. 4. COORDINATE ALL SLEEVING AND UTILITY LOCATIONS AS SHOWN ON THE PLANS AND DETAILS CONTAINED WITHIN THESE CONTRACT DOCUMENTS. 5. THE CONTRACTOR IS TO ENSURE THAT ALL REMAINING ACTIVE AND NEW DRAINAGE AND UTILITY LINES ARE PROTECTED AND UNDAMAGED FROM TRENCHING AND FOOTING EXCAVATIONS FOR NEW FOOTINGS, PARTICULARLY FOR NEW FENCING AND WALLS. 6. ALL ABANDONED STORM LINES SHALL REMAIN IN PLACE UNLESS IN CONFLICT WITH PROPOSED DRAINAGE, UTILITY, OR SUBGRADING OPERATIONS, IN WHICH CASE ABANDONED PIPE IN CONFLICT SHALL BE REMOVED. REMAINING ABANDONED STORM PIPE SHALL BE SEALED WITH APPROPRIATELY SIZED CONCRETE CAP (3 SACK MIX) 6" ENVELOPE OUTSIDE AND INSIDE DIAMETER OF PIPE. 7. PRIOR TO ALL DRAINAGE AND UTILITY WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL POTENTIAL DRAINAGE CONNECTIONS AND EXISTING UTILITY BY POTHOLING. IN ADDITION, ALL DOWNSTREAM CONNECTIONS TO EXISTING STRUCTURES SHALL BE THE START OF THESE OPERATIONS, AND GRADES SHALL BE VERIFIED. 8. WHEN WORK HAS TO OCCUR UNDER THE DRIPLINE OF EXISTING TREES NOT SCHEDULED FOR REMOVAL, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO THE TREES AND TREE ROOTS. GRADE IN LINES RADIAL TO THE EXISTING TREES RATHER THAN TANGENTIAL. ALL PARTIAL CUTS OR TEARS THROUGH ROOTS TWO INCHES IN DIAMETER AND LARGER SHALL BE CUT CLEAN. TRENCHES ADJACENT TO TREES SHALL BE FILLED WITHIN 24 HOURS AFTER EXCAVATION, BUT WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE, AND ANY EXPOSED ROOTS SHALL BE KEPT SHADED AND MOIST WITH DAMPENED BURLAP OR CANVAS. SYM DESCRIPTION --HD1.1
SD SOLID WALL STORM DRAIN CATCH BASIN (24" x 24")
I D1.1
C
J D1.1 CATCH BASIN WITH CONCRETE COLLAR
C
ATTACHMENT 1
MATCHLINE - REFER TO SHEET L5.2 IRR IRR IRR IRR IRR IRR IRR IRR IRR
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IRR IRR IRR IRR IRR IRR
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IRR IRR IRR IRR IRR IRR
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IRR 1" 10
1 1" 5.5
3 1250 SF 1" 5
2 1110 SF 1" 9.5 18 2150 SF 1" 8.5 16 1900 SF 1" 6.5 17 1476 SF 1" 11 19 1" 8.2 5 1845 SF 1" 5.7
9 1286 SF 1" 3.8
4 1" 9
6 1969 SF1" 2
7 1" 2.3
8 P.O.C. P.O.C. P.O.C. 2" 2" 2" 2" 2" 2" 2" 1" 11.5 20 P.O.C.

D
D
D
D
D
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D
D 1. THIS SYSTEM IS DESIGNED TO OPERATE AT A MAXIMUM FLOW OF (50) GPM. WITH A MINIMUM (30) STATIC P.S.I. AT THE POINT OF CONNECTION. CONTRACTOR SHALL VERIFY PRESSURE PRIOR TO BEGINNING WORK. CONTACT THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD DISCREPANCY ARISE AND RE-DIRECT WORK TO AVOID DELAY. 2. CONTRACTOR SHALL ADJUST IRRIGATION HEADS FOR OPTIMUM COVERAGE WHILE REDUCING OVER-SPRAY ONTO WALKWAYS AND ADJACENT STRUCTURES. VALVES SHALL BE ADJUSTED TO AVOID MISTING AS APPLICABLE. CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS TO HEAD LOCATIONS IN FIELD AS NECESSARY ONLY WITH APPROVAL OF THE OWNER'S REPRESENTATIVE. 3. IRRIGATION SYSTEM DESIGN IS DIAGRAMMATIC. WHERE PIPING, VALVES, QUICK COUPLERS, ETC. ARE SHOWN OUTSIDE OF LIMIT OF WORK, INTENT IS FOR PIPING, VALVES, ETC., TO BE INSTALLED WITHIN LIMIT OF WORK OF PROJECT. INDICATE EXACT LOCATIONS OF IRRIGATION EQUIPMENT ON RECORD DRAWINGS. REFER TO SPECIFICATIONS. 4. CONTRACTOR SHALL PROGRAM CONTROLLER TO INSURE PROPER IRRIGATION BASED ON PLANT TYPE, EXPOSURE AND SEASON. 5. CONTRACTOR SHALL USE EXTREME CARE WHEN TRENCHING NEAR EXISTING TREES OR CROSSING UTILITIES. EXCAVATION IN AREAS EXHIBITING ROOTS 2" AND LARGER SHALL BE DONE BY HAND. ROOTS 2" OR LARGER IN DIAMETER DAMAGED DURING CONSTRUCTION SHALL BE CLEANLY CUT. 6. P.O.C. - POINT OF CONNECTION - CONTRACTOR SHALL VERIFY LOCATION OF EXISTING SUPPLY LINE AND WATER PRESSURE. PROVIDE STATIC WATER PRESSURE RATING TO OWNER'S REPRESENTATIVE. 7. CONTRACTOR SHALL INSTALL NEW IRRIGATION VALVES PER PLANS AND DETAILS. CONTRACTOR SHALL EXTEND EXISTING TWO WIRE SYSTEM TO NEW VALVES AS NEEDED TO ENSURE NEW SYSTEM WILL WORK WITH EXISTING IRRIGATION CONTROLLER. 8. REFER TO DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. IRRIGATION LEGEND IRRIGATION NOTES EXISTING REMOTE CONTROL VALVE. CONTRACTOR TO VERIFY APPROXIMATE LOCATIONS IN FIELD PRIOR TO CONSTRUCTION. MODEL NO./ DESCRIPTION SYM. MANUFAC. RAD. GPM PSI 1401-NP-BUBBLER HEAD 1 PER SHRUB DTL REF RAIN BIRD - .25 30 RAIN BIRD RAIN BIRD 44-LRC QUICK COUPLER VALVE IN SOFTSCAPE D2.2 A,D D2.1 B D2.1 D PESBIVM-PRS-D SERIES REMOTE CONTROL VALVE - SIZE AS NOTED GATE VALVES 2" AND SMALLER SHALL BE NIBCO T-113. FOR VALVES ABOVE 2" IN SIZE UTILIZE NIBCO F-619 FLANGED VALVE WITH SQUARE OPERATING NUT. NIBCO D2.1 A MAINLINE - 2" AND SMALLER: SCHEDULE 40 PVC WITH SOLVENT-WELD FITTINGS, WITH 24" COVER. D2.1 E 3/4" LATERAL LINE - SCH 40. PVC PIPE & SOLVENT WELD FITTINGS, WITH 18" COVER. 1-1/4" LATERAL LINE - SCH 40. PVC PIPE & SOLVENT WELD FITTINGS, WITH 18 COVER.1" LATERAL LINE - SCH 40. PVC PIPE & SOLVENT WELD FITTINGS, WITH 18" COVER. IRRIGATION SLEEVE - CLASS 200 PVC, SIZED TO BE DOUBLE THE TOTAL COMBINED DIAMETER OF PIPES WITHIN SLEEVE, WITH 30" COVER. POINT OF CONNECTION - TIE PROPOSED MAIN LINE TO EXISTING SUPPLY LINE. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING SUPPLY LINE AND WATER PRESSURE. PROVIDE STATIC WATER PRESSURE RATING TO OWNER'S REPRESENTATIVE. IRR (E) IRRIGATION MAINLINE TO REMAIN UNLESS OTHERWISE NOTED, 4" P.O.C. XCZ-100-PRBR-COM RAIN BIRD: XFCV-06-18 WITH 18" SPACING FOR EMITTERS; TUBING IS TO BE LAID DOWN WITH 18" O.C. SPACING; 0.61 GPH; INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS, DETAILS, AND SPECIFICATIONS XX" XX XX XX SF CONTROLLER STATION NUMBER APPROX. GPM FLOW THROUGH VALVE CONTROL VALVE SIZE X" XX.X 1 CONTROLLER STATION NUMBER APPROX. GPM FLOW THROUGH VALVE CONTROL VALVE SIZE DRIP ZONE SQUARE FOOTAGE BUBBLERS DRIP TUBING RAIN BIRD D2.2 A DRIP ZONE D2.3 E,F,G RAIN BIRD 1402-NP-BUBBLER HEAD 2 PER TREE - .50 30 D2.1 J D2.1
E D2.1E D2.1E D2.1E RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD 5' x 30' .48 45 5' x 15' .24 45 10'-12' .32-1.27 45 13.5'-16' .50-1.85 45 R-VAN-SST WITH 1806-PRS SPRAY BODIES R-VAN-LCS/RCS WITH 1806-PRS SPRAY BODIES R-VAN14-ADJ AND 360 WITH 1806-PRS SPRAY BODIES R-VAN18-ADJ AND 360 WITH 1806-PRS SPRAY BODIES D2.1 CD2.1 CD2.1 CD2.1 C EXISTING CONTROLLER STATION NUMBER EXISTING CONTROL VALVE SIZE APPROX. GPM FLOW THROUGH VALVE CONTRACTOR SHALL ADJUST HEADS IN THE AREA AS NEEDED TO ENSURE HEAD TO HEAD COVERAGE 0' 10' 20' 40' 60' NORTH EXISTING IRRIGATION RAINBIRD TWO WIRE CONTROLLER - CONTROLLER IS LOCATED WITHIN EXISTING MAIN HOUSE, OUTSIDE OFFICE DOOR, ON WALL. CONTRACTOR SHALL ADD ADDITIONAL STATION MODULES AS NEEDED TO ADD NEW IRRIGATION VALVES. GATE VALVE, REMOTE CONTROL VALVE, QUICK COUPLER VALVE, AND MAIN LINE SHOWN IN PAVING FOR CLARITY. CONTRACTOR TO INSTALL IN PLANTING AREAS ONLY, TYP.

D DECODER FOR TWO WIRE SYSTEM. D2.3 D
ATTACHMENT 1

IRR IRR
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IRR IRR IRR IRR
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IRR IRR IRR IRR IRR IRR IRR IRR 1" 5 13 1" 4 11 921 SF 1" 6.6 14 1498 SF 1" 7.2 12 1615 SF 1" 5.3 10 1200 SF P.O.C. 2" 2" 1" 11.76 15 D
D
MATCHLINE - REFER TO SHEET L5.1 UTILITY LEGEND SYM DESCRIPTION EXISTING REMOTE CONTROL VALVE. CONTRACTOR TO VERIFY APPROXIMATE LOCATIONS IN FIELD PRIOR TO CONSTRUCTION. 1. THIS SYSTEM IS DESIGNED TO OPERATE AT A MAXIMUM FLOW OF (50) GPM. WITH A MINIMUM (30) STATIC P.S.I. AT THE POINT OF CONNECTION. CONTRACTOR SHALL VERIFY PRESSURE PRIOR TO BEGINNING WORK. CONTACT THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD DISCREPANCY ARISE AND RE-DIRECT WORK TO AVOID DELAY. 2. CONTRACTOR SHALL ADJUST IRRIGATION HEADS FOR OPTIMUM COVERAGE WHILE REDUCING OVER-SPRAY ONTO WALKWAYS AND ADJACENT STRUCTURES. VALVES SHALL BE ADJUSTED TO AVOID MISTING AS APPLICABLE. CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS TO HEAD LOCATIONS IN FIELD AS NECESSARY ONLY WITH APPROVAL OF THE OWNER'S REPRESENTATIVE. 3. IRRIGATION SYSTEM DESIGN IS DIAGRAMMATIC. WHERE PIPING, VALVES, QUICK COUPLERS, ETC. ARE SHOWN OUTSIDE OF LIMIT OF WORK, INTENT IS FOR PIPING, VALVES, ETC., TO BE INSTALLED WITHIN LIMIT OF WORK OF PROJECT. INDICATE EXACT LOCATIONS OF IRRIGATION EQUIPMENT ON RECORD DRAWINGS. REFER TO SPECIFICATIONS. 4. CONTRACTOR SHALL PROGRAM CONTROLLER TO INSURE PROPER IRRIGATION BASED ON PLANT TYPE, EXPOSURE AND SEASON. 5. CONTRACTOR SHALL USE EXTREME CARE WHEN TRENCHING NEAR EXISTING TREES OR CROSSING UTILITIES. EXCAVATION IN AREAS EXHIBITING ROOTS 2" AND LARGER SHALL BE DONE BY HAND. ROOTS 2" OR LARGER IN DIAMETER DAMAGED DURING CONSTRUCTION SHALL BE CLEANLY CUT. 6. P.O.C. - POINT OF CONNECTION - CONTRACTOR SHALL VERIFY LOCATION OF EXISTING SUPPLY LINE AND WATER PRESSURE. PROVIDE STATIC WATER PRESSURE RATING TO OWNER'S REPRESENTATIVE. 7. CONTRACTOR SHALL INSTALL NEW IRRIGATION VALVES PER PLANS AND DETAILS. CONTRACTOR SHALL EXTEND EXISTING TWO WIRE SYSTEM TO NEW VALVES AS NEEDED TO ENSURE NEW SYSTEM WILL WORK WITH EXISTING IRRIGATION CONTROLLER. 8. REFER TO DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. IRRIGATION LEGEND IRRIGATION NOTES MODEL NO./ DESCRIPTION SYM. MANUFAC. RAD. GPM PSI 1401-NP-BUBBLER HEAD 1 PER SHRUB DTL REF RAIN BIRD - .25 30 RAIN BIRD RAIN BIRD 44-LRC QUICK COUPLER VALVE IN SOFTSCAPE PESBIVM-PRS-D SERIES REMOTE CONTROL VALVE - SIZE AS NOTED GATE VALVES 2" AND SMALLER SHALL BE NIBCO T-113. FOR VALVES ABOVE 2" IN SIZE UTILIZE NIBCO F-619 FLANGED VALVE WITH SQUARE OPERATING NUT. NIBCO MAINLINE - 2" AND SMALLER: SCHEDULE 40 PVC WITH SOLVENT-WELD FITTINGS, WITH 24" COVER. 3/4" LATERAL LINE - SCH 40. PVC PIPE & SOLVENT WELD FITTINGS, WITH 18" COVER. 1-1/4" LATERAL LINE - SCH 40. PVC PIPE & SOLVENT WELD FITTINGS, WITH 18 COVER. 1" LATERAL LINE - SCH 40. PVC PIPE & SOLVENT WELD FITTINGS, WITH 18" COVER. IRRIGATION SLEEVE - CLASS 200 PVC, SIZED TO BE DOUBLE THE TOTAL COMBINED DIAMETER OF PIPES WITHIN SLEEVE, WITH 30" COVER. POINT OF CONNECTION - TIE PROPOSED MAIN LINE TO EXISTING SUPPLY LINE. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING SUPPLY LINE AND WATER PRESSURE. PROVIDE STATIC WATER PRESSURE RATING TO OWNER'S REPRESENTATIVE. IRR (E) IRRIGATION MAINLINE TO REMAIN UNLESS OTHERWISE NOTED, 4" P.O.C. XCZ-100-PRBR-COM RAIN BIRD: XFCV-06-18 WITH 18" SPACING FOR EMITTERS; TUBING IS TO BE LAID DOWN WITH 18" O.C. SPACING; 0.61 GPH; INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS, DETAILS, AND SPECIFICATIONS XX" XX XX XX SF CONTROLLER STATION NUMBER APPROX. GPM FLOW THROUGH VALVE CONTROL VALVE SIZE X" XX.X 1 CONTROLLER STATION NUMBER APPROX. GPM FLOW THROUGH VALVE CONTROL VALVE SIZE DRIP ZONE SQUARE FOOTAGE BUBBLERS DRIP TUBING RAIN BIRD DRIP ZONE RAIN BIRD 1402-NP-BUBBLER HEAD 2 PER TREE - .50 30 RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD 5' x 30' .48 45 5' x 15' .24 45 10'-12' .32-1.27 45 13.5'-16' .50-1.85 45 R-VAN-SST WITH 1806-PRS SPRAY BODIES R-VAN-LCS/RCS WITH 1806-PRS SPRAY BODIES R-VAN14-ADJ AND 360 WITH 1806-PRS SPRAY BODIES R-VAN18-ADJ AND 360 WITH 1806-PRS SPRAY BODIES EXISTING CONTROLLER STATION NUMBER EXISTING CONTROL VALVE SIZE APPROX. GPM FLOW THROUGH VALVE 0' 10' 20' 40' 60' NORTH D DECODER FOR TWO WIRE SYSTEM. D2.2 A,D D2.1
B D2.1 DD2.1 AD2.1
E D2.2 AD2.3 E,F,G D2.1
J D2.1
E D2.1E D2.1E D2.1E D2.1 CD2.1 CD2.1 CD2.1 CD2.3 D CONTRACTOR SHALL ADJUST EXISTING IRRIGATION IN THIS AREA TO BE CONTRACTOR SHALL ADJUST EXISTING OUTSIDE OF NEW PAVING IRRIGATION IN THIS AREA TO BE OUTSIDE OF NEW PAVING D2.1 E MAINLINE - 4" AND LARGER: CLASS 200 PVC, WITH 24" COVER. RELOCATED EXISTING IRRIGATION CONTROL VALVE CONNECTED TO REPLACED MAINLINE ATTACHMENT 1
MATCHLINE - REFER TO SHEET L6.2
R30'-0" N 10+00 N 09+00 N 08+00 N 11+00
E 07+00
E 08+00
E 09+00
E 10+00
E 11+00 POB N 10+24.33 E 8+89.29 (TAN) N 10+54.18 E 8+92.31(RAD) N 10+14.61 E 9+85.38 (TAN) 3'-0" 3'-0" N 10+12.35 E 10+18.34 N 10+01.48 E 10+60.32 N 9+72.64 E 11+16.80 (TAN) (TAN) (TAN) N 9+77.56 E 11+65.34 N 9+97.92 E 11+90.84 (TAN) N 10+23.95 E 8+92.98 N 9+43.19 E 11+34.04 (TAN) (TAN) REFER TO PLAZA ENLARGEMENT 1 A/L6.5 REFER TO PLAZA AND ENTRY ENLARGEMENT A/L6.6 N 9+96.84 E 9+12.60 (TAN) N 10+04.14 E 8+86.10 (MC) N 10+22.21 E 9+10.21 N 10+06.18 E 9+09.70 N 10+02.22 E 9+09.13 N 10+01.82 E 9+13.11 R4'-0"
(RAD)
(TAN)
25'-0" N 9+89.73 E 9+82.86 (TAN)
25'-0" N 9+87.37 E 10+17.45 (TAN) N 9+74.41 E 10+69.36 (TAN) N 9+61.02 E 10+95.58 (TAN) N 9+51.74 E 11+14.64 (MC) 20'-0" TYP.
9'-0"
TYP. N 10+09.21 E 10+39.93 (MC) N 10+11.37 E 10+29.22 (PC) N 10+05.52 E 10+51.32 (PC) N 9+67.95 E 11+41.79 N 9+70.93 E 11+53.94 N 9+67.73 E 11+38.09 (PC) N 9+83.61 E 10+44.09 N 9+86.20 E 10+30.73 (MC) (PC) N 9+80.91 E 10+53.39 (PC) N 9+87.57 E 10+12.46 R4'-0" N 9+92.41 E 10+16.68 N 9+96.40 E 10+16.83(TAN) N 9+92.58 E 10+12.69 (TAN) N 10+13.47 E 9+98.29 (MC) N 10+12.66 E 10+11.26 (TAN) N 10+13.07 E 10+04.06 (PC) N 10+14.02 E 9+91.62 (PC) N 10+00.00 E 10+00.00 N 9+51.12 E 11+59.07 17°4'59" N 9+72.56 E 11+58.66 N 9+84.63 E 11+77.38 N 9+95.25 E 11+91.51 N 9+94.21 E 10+32.73 N 9+88.90 E 10+46.88 N 9+77.77 E 10+64.29 (TAN) (TAN) (MC) N 9+83.78 E 10+55.87 (MC) (TAN)(RAD) 16'-0"
R18'-6" N 8+51.11 E 9+85.91 (RAD) N 8+51.11 E 9+67.40 N 8+51.11 E 10+04.42 (TAN) (TAN)
90°
90°
R12'-10" N 8+45.06 E 9+44.98 N 8+42.55 E 9+32.39 (RAD) N 8+55.37 E 9+33.04 (TAN) N 8+55.66 E 9+28.45 (MC) N 8+56.10 E 9+23.88 (TAN) R31'-4" N 8+87.22 E 9+27.30 (RAD)
R12'-0"
11'-0" N 8+57.39 E 10+41.21(RAD)
R17'-1" N 8+99.27 E 10+83.05 (TAN) N 9+13.16 E 10+72.63 (RAD) N 9+29.66 E 10+76.91 (TAN) 16'-0" N 9+36.92 E 10+58.09
90° BENCH CENTERED ON 2'-6"x 5' CONCRETE PAD N 10+33.33 E 8+71.43 REFER TO PLAZA AND ENTRY ENLARGEMENT A/L6.6 ALIGN TO EXISTING TURF LINE N 10+22.08 E 8+59.34 N 8+81.81 E 11+87.21 BENCH CENTERED ON 2'-6"x 5' CONCRETE PAD N 8+60.58 E 10+62.79 N 8+58.10 E 10+58.45 SET MAG SET MAG 0' 10' 20' 40' 60' NORTH POB ALIGN E 4+97.08 N 6+21.95 NORTHING/EASTING LAYOUT COORDINATE CALLOUT POINT OF BEGINNING SYM DESCRIPTION ANCHOR POINT FOR BASELINE A RADIUS POINT / CENTER MARK PROPOSED ANGLE BETWEEN ELEMENTS ALIGN EDGES OF ELEMENTS CENTER LINES BASELINE CONTROL LINE LAYOUT NOTES LAYOUT LEGEND 1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ELEMENTS INCLUDING UTILITY LOCATIONS AND REQUIRED SLEEVING PRIOR TO INSTALLATION. VERIFY CRITICAL DIMENSIONS, REFERENCE POINT LOCATIONS AND CONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY BENCHMARKS OR REFERENCE POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAYS. 2. ALL DIMENSIONS SHALL BE VERIFIED IN FIELD AND CHALKED, STRING LINED OR FLAGGED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MINOR ADJUSTMENTS MADE TO ACHIEVE OVERALL DESIGN LAYOUT SHALL BE ACCEPTED BY THE OWNER PRIOR TO CONSTRUCTION. 3. LAYOUT IS BASED ON THE POINT(S) OF BEGINNING (P.O.B.) AND BASELINE(S) OR GRID SYSTEM AS SHOWN. DIMENSIONS SHOWN ARE ROUNDED TO THE NEAREST INCH. 4. ALL LAYOUT AND GRADES SHALL BE COMPLETED BY A LICENSED SURVEYOR.

E 12+00
E 13+00
E 14+00
E 15+00 N 10+00 N 09+00 N 08+00 N 11+00 N 9+77.56 E 11+65.34 (TAN) N 9+97.92 E 11+90.84 N 10+06.54 E 12+08.13 (TAN) (TAN) R46'-0"
(RAD) N 10+13.66 E 12+61.92 N 10+14.51 E 13+99.77 (TAN) (TAN) N 10+14.52 E 14+01.83 (TAN) N 10+27.61 E 14+33.28 N 10+17.97 E 14+18.83 (PC) N 10+06.24 E 14+38.77 N 10+01.95 E 14+34.68 N 9+93.94 E 14+47.36 R15'-0" N 9+99.66 E 14+33.24 (TAN) N 10+02.87 E 14+28.16 (RAD) (RAD) (TAN)
(TAN)
R6'-0" N 9+97.43 E 14+30.70 (TAN) N 9+96.87 E 14+29.48 (TAN) N 9+92.17 E 14+15.02 (MC) N 9+90.51 E 13+99.91 (TAN) N 9+93.91 E 14+21.63 N 9+90.92 (PC) (PC) E 14+07.19 N 9+89.60 E 12+52.72 (TAN) N 9+87.35 E 12+32.22 N 9+89.01 E 12+42.41 (MC) (TAN) N 10+11.70 E 12+34.81 (MC) N 10+13.11 E 12+48.75 N 10+09.74 E 12+22.60 (PC) (PC) REFER TO PLANTER AND PLAZA ENLARGEMENT C/L6.5 N 9+61.97 E 12+19.54 (RAD) N 8+68.73 E 11+78.44 R50'-6" N 8+66.36 E 12+28.89 (TAN) N 7+93.99 E 12+22.47(TAN) R15'-6" N 7+81.40 E 12+07.22 (TAN) N 7+96.90 E 12+07.25 N 7+81.41 E 12+04.16 (TAN) N 7+83.91 E 12+01.67 (TAN) R2'-6" N 7+83.91 E 12+04.17 (RAD) N 8+00.62 E 12+01.69 REFER TO PLAZA ENLARGEMENT 2 B/L6.5 N 9+67.95 E 11+41.79(MC) N 9+70.93 E 11+53.94 (PC) N 9+67.73 E 11+38.09 (PC) N 9+51.12 E 11+59.07 N 9+72.56 E 11+58.66 N 9+84.63 E 11+77.38 N 9+95.25 E 11+91.51 N 10+01.15 E 12+05.91 N 10+08.86 E 12+37.81 3'-0" FROM (E) SPEEDBUMP, TYP. 3'-0" FROM
(E) SPEEDBUMP, TYP. N 10+11.73 E 13+06.81 N 10+09.55 E 12+54.44 N 10+08.95 E 13+63.91 N 10+18.19 E 14+35.41 N 10+08.66 E 14+08.61 N 10+08.17 E 13+81.30N 10+12.28 E 14+22.33 N 9+11.61 E 12+04.10 N 9+02.28 E 11+97.38 N 8+94.75 E 12+06.88 N 8+91.07 E 11+95.33 (TAN) (TAN) (RAD) N 8+87.47 R11'-11" E 11+83.99 (RAD)
R14'-2"
R10'-4" N 8+70.32 E 12+28.28 N 8+55.92 E 12+08.39 (RAD) (RAD) N 8+64.32 E 12+14.36 (TAN) N 8+61.83 E 12+16.90 (TAN) (MC/CURB) N 10+21.35 E 14+54.16 N 10+13.15 E 14+47.10 (MC) (TAN) N 8+78.11 E 11+90.57 N 8+81.81 E 11+87.21 BENCH CENTERED ON 2'-6"x 5' CONCRETE PAD (MC) N 10+22.04 E 14+55.26 N 10+17.09 E 14+51.45 7'-0" N 9+95.94 E 14+28.59 SET MAG N 10+42.97 E 14+43.39 (PC) N 10+58.99 E 14+46.55 (TAN)N 10+61.52 E 14+46.58 N 10+69.27 (PC) E 14+45.11 N 10+81.79 E 14+02.46 N 10+53.70 E 14+66.29 (TAN) 20'-0"
5'-6" 15'-3" N 10+75.76 E 14+40.86 N 10+50.54 E 14+36.23 N 10+69.75 E 14+35.93 N 10+75.28 E 14+23.74 N 10+75.29 E 14+11.84 N 10+82.79 E 14+11.34 (COP) 3'-0" 3'-0" 6'-0" ALIGN ALIGN
3'-0" N 10+60.90 E 14+74.30 N 10+75.23 E 14+78.47
5'-0" N 10+68.26 E 14+71.62 (MC) N 10+78.21 E 14+83.51 N 10+72.58 E 14+89.63 N 10+49.95 E 14+81.93 N 10+67.96 E 14+81.98 N 10+74.47 E 14+99.34 N 10+74.16 E 15+24.04 N 10+82.03 E 15+02.96 5'-7" N 10+74.93 E 15+02.87 N 10+53.16 E 14+72.26 (TAN) N 10+68.79 E 14+80.05 (MC) N 10+75.01 E 14+96.37 (TAN) (TAN) (COP) (COP) (COP) (COP) 5'-0" N 10+47.00 E 14+65.33 (MC) N 10+40.43 E 14+63.68 (TAN) N 10+30.50 E 14+59.71 (MC) 0' 10' 20' 40' 60' NORTH POB ALIGN E 4+97.08 N 6+21.95 NORTHING/EASTING LAYOUT COORDINATE CALLOUT POINT OF BEGINNING SYM DESCRIPTION ANCHOR POINT FOR BASELINE A RADIUS POINT / CENTER MARK PROPOSED ANGLE BETWEEN ELEMENTS ALIGN EDGES OF ELEMENTS CENTER LINES BASELINE CONTROL LINE LAYOUT NOTES LAYOUT LEGEND 1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ELEMENTS INCLUDING UTILITY LOCATIONS AND REQUIRED SLEEVING PRIOR TO INSTALLATION. VERIFY CRITICAL DIMENSIONS, REFERENCE POINT LOCATIONS AND CONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY BENCHMARKS OR REFERENCE POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAYS. 2. ALL DIMENSIONS SHALL BE VERIFIED IN FIELD AND CHALKED, STRING LINED OR FLAGGED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MINOR ADJUSTMENTS MADE TO ACHIEVE OVERALL DESIGN LAYOUT SHALL BE ACCEPTED BY THE OWNER PRIOR TO CONSTRUCTION. 3. LAYOUT IS BASED ON THE POINT(S) OF BEGINNING (P.O.B.) AND BASELINE(S) OR GRID SYSTEM AS SHOWN. DIMENSIONS SHOWN ARE ROUNDED TO THE NEAREST INCH. 4. ALL LAYOUT AND GRADES SHALL BE COMPLETED BY A LICENSED SURVEYOR.

R10' 90°'
(PC) POINT ON CURVE, INSIDE FACE OF CURB OR EDGEBAND (MC) MIDDLE OF CURVE, INSIDE FACE OF CURB OR EDGEBAND (RAD) RADIUS POINT (TAN) TANGENT POINT (CW) POINT AT END OF CROSSWALK (COP) CENTER OF POST A - ENTRY ENLARGEMENT (1"=10') REFER TO ENTRY ENLARGEMENT BELOW ATTACHMENT 1
MATCHLINE - REFER TO SHEET L6.4
9'-8"
8'-0", TYP.
8'-0", TYP.
8'-0",
TYP.
8'-0",
TYP.
7'-3" N 10+00 N 09+00 N 08+00 N 11+00
E 07+00
E 08+00
E 09+00
E 10+00
E 11+00 POB
4'-0" N 9+77.98 E 11+09.26 (RAD) N 9+79.55 E 11+19.13 N 9+73.98 E 11+18.42 N 9+89.42 E 11+17.56 (TAN) 8'-0" N 8+59.46 E 11+88.38 N 8+51.13 E 11+78.26
R63'-0" N 8+99.75 E 11+38.20
8'-0" TYP. N 8+36.75 E 11+38.10 (TAN)
(TAN)
(RAD) N 8+44.83 E 10+87.50 N 8+47.83 E 10+87.51 N 8+48.51 E 10+84.59 (RAD) (TAN) (TAN) N 8+72.25 E 10+90.15 (TAN) R30'-0" N 8+65.40 E 11+19.36 (RAD) N 8+87.35 E 10+98.90 (TAN) 8'-0"
(TAN) N 9+16.44 E 11+24.93 (TAN)
R9'-0" N 9+11.54 E 11+32.47 N 9+33.67 E 11+16.12
R9'-0" N 9+26.25 E 11+11.03 N 9+21.34 E 11+18.57 N 9+14.49 E 11+14.12 (TAN) N 9+09.59 E 11+10.49 (MC) N 9+05.16 E 11+06.28 (TAN) N 8+81.96 E 10+81.39 N 8+75.13 E 10+72.11 N 8+78.28 E 10+76.95 (TAN) (TAN) (MC) N 8+48.91 E 10+26.24 (TAN) N 8+44.95 E 10+11.30 10'-0" 9'-0" EQ. EQ.

CL PAD
EQ.

CL PAD
EQ. REFER TO PLAZA ENLARGEMENT 1 A/L6.5 REFER TO PLAZA ENLARGEMENT 3 A/L6.6 N 9+89.40 E 8+89.10 (TAN) N 8+45.95 E 10+19.03 N 8+47.46 E 10+23.36 (RAD) R10'-0" N 9+70.09 E 11+22.85 N 9+51.66 E 11+14.81 (CW)
8'-0"
(CW)
(TAN) N 9+48.02 E 11+05.25 (TAN) N 9+50.09 E 11+00.69 (RAD) N 9+45.51 E 10+98.69 (TAN) R5'-0" N 9+49.75 E 11+13.98 N 9+47.75 E 11+18.57 N 9+43.63 E 11+15.74 (TAN) (TAN) (RAD) R5'-0" N 9+37.58 E 11+10.41 (TAN) N 9+38.08 E 11+05.67 (TAN) 8'-0"
R5'-0" N 9+79.92 E 10+17.18 (MC) N 9+76.18 E 10+28.28 (TAN) N 9+78.08 E 10+23.43 (PC) N 9+81.70 E 10+05.60 (TAN) N 9+81.03 E 10+11.60 (PC) R66'-0" N 9+25.44 E 8+31.29 (TAN) N 9+41.89 E 8+95.21 (RAD) R130'-0" N 9+57.83 E 9+57.19 (RAD) N 8+67.63 E 8+63.58 (TAN) R73'-0" N 9+18.28 E 9+16.14 (RAD)
17°4'59" N 10+00.00 E 10+00.00 N 9+51.12 E 11+59.07
R3'-0"
8'-0"
8'-0" N 8+47.90 E 10+46.64 (RAD) N 8+47.85 E 10+73.14 (RAD) N 8+67.44 E 10+78.75 (RAD) R2'-0"
R3'-0"
R3'-0"
EQ.

EQ. N 9+18.96 E 11+37.56 (TAN)
8'-0" (RAD)
R9'-0" N 7+93.14 E 10+78.01 (RAD) N 7+98.88 E 10+71.07 (TAN) N 7+86.07 E 10+72.44 (TAN) R8'-0" N 8+28.80 E 11+06.20 (RAD) N 8+32.22 E 10+98.97(TAN) N 8+36.80 E 11+06.21 (TAN) N 9+33.46 E 11+07.58 8'-0" BENCH CENTERED IN 2'-6"x5' CONCRETE PAD N 9+30.31 E 8+22.12 N 8+38.46 E 8+19.88 N 8+48.41 E 7+54.63 (RAD) R66'-0"
(TAN)
8'-0"
(TAN) R14'-0"
R15'-0"
R14'-0" N 8+38.59 E 7+95.40 N 8+50.35 E 7+94.17 (TAN) N 8+67.45 E 7+88.69 (TAN) N 8+78.86 E 7+96.82 (RAD) (RAD) N 8+45.79 E 8+07.41 (RAD) N 8+55.24 E 7+79.99 (RAD)N 8+60.18 E 7+82.72 26'-4" 10'-0" 18'-0" 18'-0" N 8+37.00 E 10+08.91 N 8+37.05 E 9+54.64
R3'-0"
R3'-0" CENTER RADIUS ON (E) TREE, TYP.
8'-0" SET MAG SET MAG
R58'-0"
(TAN)
(PC)
(TAN)
R6'-0"
R21'-0"
(RAD) N 8+78.03 E 8+13.61 N 8+86.03 E 8+09.82 N 8+94.19 E 8+06.39 (TAN) N 9+15.44 E 8+60.36 N 9+10.80 E 8+14.35 N 9+24.89 E 8+09.22 (RAD) N 9+25.99 E 8+03.32 N 9+30.53 E 8+07.17 N 9+38.96 E 8+21.26 N 8+92.13 E 7+92.37 N 8+94.04 E 7+97.92 0' 10' 20' 40' 60' NORTH POB ALIGN E 4+97.08 N 6+21.95 NORTHING/EASTING LAYOUT COORDINATE CALLOUT POINT OF BEGINNING SYM DESCRIPTION ANCHOR POINT FOR BASELINE A RADIUS POINT / CENTER MARK PROPOSED ANGLE BETWEEN ELEMENTS ALIGN EDGES OF ELEMENTS CENTER LINES BASELINE CONTROL LINE LAYOUT NOTES LAYOUT LEGEND 1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ELEMENTS INCLUDING UTILITY LOCATIONS AND REQUIRED SLEEVING PRIOR TO INSTALLATION. VERIFY CRITICAL DIMENSIONS, REFERENCE POINT LOCATIONS AND CONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY BENCHMARKS OR REFERENCE POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAYS. 2. ALL DIMENSIONS SHALL BE VERIFIED IN FIELD AND CHALKED, STRING LINED OR FLAGGED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MINOR ADJUSTMENTS MADE TO ACHIEVE OVERALL DESIGN LAYOUT SHALL BE ACCEPTED BY THE OWNER PRIOR TO CONSTRUCTION. 3. LAYOUT IS BASED ON THE POINT(S) OF BEGINNING (P.O.B.) AND BASELINE(S) OR GRID SYSTEM AS SHOWN. DIMENSIONS SHOWN ARE ROUNDED TO THE NEAREST INCH. 4. ALL LAYOUT AND GRADES SHALL BE COMPLETED BY A LICENSED SURVEYOR.

R10' 90°'
(PC) POINT ON CURVE, INSIDE FACE OF CURB OR EDGEBAND (MC) MIDDLE OF CURVE, INSIDE FACE OF CURB OR EDGEBAND (RAD) RADIUS POINT (TAN) TANGENT POINT (CW) LAYOUT POINT FOR CROSSWALK ATTACHMENT 1
MATCHLINE - REFER TO SHEET L6.3
E 12+00
E 13+00
E 14+00
E 15+00 N 10+00 N 09+00 N 08+00 N 11+00 N 9+89.42 E 11+17.56 REFER TO PLANTER AND PLAZA ENLARGEMENT C/L6.5 8'-0"
8'-0" N 8+00.62 E 12+01.69 REFER TO PLAZA ENLARGEMENT 2 B/L6.5 8'-0" N 8+80.63 E 11+88.30 (TAN) N 8+58.39 E 11+95.71 (TAN) R5'-0"N 8+59.46 E 11+88.38 N 8+55.60 E 11+91.56 N 8+51.13 E 11+78.26 R63'-0"
8'-0" TYP.
(TAN) N 8+65.40 E 11+19.36 (RAD)
(TAN) N 9+16.44 E 11+24.93
R9'-0" N 9+70.09 E 11+22.85 N 9+51.66 E 11+14.81 (CW)(CW) N 9+43.63 E 11+15.74 (TAN) N 9+20.06 E 11+50.10 (TAN) N 9+16.66 E 11+54.51 (MC) N 9+12.80 E 11+58.51 (TAN) N 9+51.12 E 11+59.07 N 9+18.96 E 11+37.56 (TAN) N 8+00.78 E 12+03.60(TAN) R20'-7" N 8+21.43 E 12+02.67 (RAD) (RAD) (TAN) (TAN)
(RAD) N 9+33.46 E 11+07.58
ALIGN
8'-7" N 8+55.87 E 12+06.74 (MC) N 8+40.33 E 12+14.71 (PC) N 8+62.14 E 12+02.83 (PC) BENCH CENTERED ON 2'-7"x 6'-2" CONCRETE PAD N 8+77.67 E 11+90.97 N 8+82.24 E 11+86.81 SET MAG 0' 10' 20' 40' 60' NORTH POB ALIGN E 4+97.08 N 6+21.95 NORTHING/EASTING LAYOUT COORDINATE CALLOUT POINT OF BEGINNING SYM DESCRIPTION ANCHOR POINT FOR BASELINE A RADIUS POINT / CENTER MARK PROPOSED ANGLE BETWEEN ELEMENTS ALIGN EDGES OF ELEMENTS CENTER LINES BASELINE CONTROL LINE LAYOUT NOTES LAYOUT LEGEND 1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ELEMENTS INCLUDING UTILITY LOCATIONS AND REQUIRED SLEEVING PRIOR TO INSTALLATION. VERIFY CRITICAL DIMENSIONS, REFERENCE POINT LOCATIONS AND CONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY BENCHMARKS OR REFERENCE POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAYS. 2. ALL DIMENSIONS SHALL BE VERIFIED IN FIELD AND CHALKED, STRING LINED OR FLAGGED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MINOR ADJUSTMENTS MADE TO ACHIEVE OVERALL DESIGN LAYOUT SHALL BE ACCEPTED BY THE OWNER PRIOR TO CONSTRUCTION. 3. LAYOUT IS BASED ON THE POINT(S) OF BEGINNING (P.O.B.) AND BASELINE(S) OR GRID SYSTEM AS SHOWN. DIMENSIONS SHOWN ARE ROUNDED TO THE NEAREST INCH. 4. ALL LAYOUT AND GRADES SHALL BE COMPLETED BY A LICENSED SURVEYOR.

R10' 90°'
(PC) POINT ON CURVE, INSIDE FACE OF CURB OR EDGEBAND (MC) MIDDLE OF CURVE, INSIDE FACE OF CURB OR EDGEBAND (RAD) RADIUS POINT (TAN) TANGENT POINT (CW) LAYOUT POINT FOR CROSSWALK ATTACHMENT 1
6'-0"
(TAN)
(RAD)
R7'-6"
R31'-3"
(TAN)
(MC)
(TAN)
R24'-0"
(TAN)
(TAN)
(MC)
(PC)
(PC)
R15'-3" (RAD)
(TAN)
R4'-0" (TAN)
(RAD)
(TAN)
R14'-6"
(RAD) (TAN)
(TAN)
(MC)
(PC)
R9'-6"
8'-0" TYP. (RAD) N 9+85.39 E 12+23.15 N 9+84.66 E 12+22.15 N 9+70.49 E 12+25.21 N 9+60.80 E 12+20.06 (RAD) N 9+60.42 E 12+09.03 N 9+50.29 E 12+25.97 N 9+46.95 E 12+22.64 N 9+47.96 E 12+14.93 N 9+37.34 E 12+22.63 N 9+37.30 E 12+18.63 N 9+33.57 E 12+20.08 N 9+37.11 E 12+07.60 N 9+33.62 E 12+09.65 N 9+34.78 E 12+06.71 N 9+36.47 E 12+02.94 N 9+36.73 E 12+02.40 N 9+37.96 E 12+00.01 N 9+39.93 E 11+96.53 N 9+62.57 E 12+12.71 N 9+65.35 E 12+11.65 N 9+77.97 E 11+92.66 N 9+81.26 E 11+96.07 N 9+84.44 E 11+99.60 N 9+85.79 E 12+23.06 N 9+84.21 E 12+15.72 N 9+91.51 E 12+13.95(TAN) N 9+91.04 E 12+12.10 (TAN) (CW) N 9+15.12 E 11+98.41 N 9+18.93 (TAN) E 11+89.66 (CW) N 9+08.34 E 11+62.63 N 9+08.07 E 11+69.70 R5'-0" N 9+11.74 E 11+66.30 (TAN)
6'-0" N 9+03.67 E 11+73.77 R5'-0" N 9+00.00 (RAD) N 8+96.61 (TAN) 5'-6"
(RAD)
8'-0" TYP. N 9+12.09 E 11+74.03 N 9+15.76 E 11+70.63 N 9+16.18 E 11+75.62 N 9+20.53 E 11+76.33 N 9+08.26 E 11+82.20 N 9+16.94 E 11+84.58 R9'-0" N 9+13.34 E 11+92.84 (TAN)
(RAD)
(TAN)
(TAN)
(RAD)
(TAN) N 9+03.43 E 11+80.88 (RAD) N 9+07.10 N 9+23.61 E 11+77.68 N 9+16.42 E 11+94.18 3'-0"
R5'-0"
R5'-0" N 9+46.44 E 12+04.67 (TAN) N 9+56.71 E 12+13.32 N 9+52.91 E 12+12.17 SET MAG 6'-8"
ALIGN
R50'-6"
(RAD)
(RAD)
(TAN)
(TAN)
(TAN)
(TAN)
(TAN)
ALIGN N 8+24.65 E 12+26.93 N 8+25.99 E 12+19.89 N 8+25.74 E 12+22.03 (TAN) N 8+28.71 E 12+22.38(RAD) R3'-0" N 8+27.78 E 12+19.53 (TAN)
ALIGN N 8+19.20 E 12+19.09 N 8+20.92 E 11+76.20 N 8+12.42 E 12+18.29 N 8+18.55 E 12+26.65 N 8+11.45 E 12+25.80 N 8+11.85 E 12+23.03 R3'-0" N 8+08.87 E 12+22.68 N 8+10.19 E 12+19.95 N 8+21.59 E 12+12.69 (TAN) N 8+22.92 E 12+12.71 (TAN) R2'-0" N 8+22.29 E 12+10.82 (RAD) N 8+16.56 E 12+12.79 N 8+14.67 E 12+12.59 N 8+15.80 E 12+10.94 (RAD) 3'-0"
R5'-10" N 8+18.58 E 12+52.69
3'-0" R2'-0"
8'-0"
8'-0" N 8+21.65 E 12+26.79
R15'-0" R5'-6" N 8+45.12 E 9+10.96 (TAN) N 8+48.12 E 9+10.97 (RAD) N 8+46.95 E 9+08.20 (TAN) N 8+37.12 E 9+10.95 N 8+35.29 E 9+08.18 N 8+34.12 E 9+10.94(TAN) (TAN) (RAD) N 8+41.14 E 8+94.37 (RAD) N 8+53.40 E 8+85.72 N 8+55.85 E 8+83.99 N 8+53.30 E 8+82.40 (TAN) (TAN) (RAD) N 8+27.27 E 9+00.08 N 8+24.49 E 9+01.22 N 8+24.52 E 8+98.22 (RAD) (TAN) (TAN) N 8+27.38 E 8+88.41 N 8+24.63 E 8+87.22 N 8+24.60 E 8+90.22 (RAD) (TAN) (TAN) N 8+32.90 E 8+81.84 N 8+31.25 E 8+79.34 N 8+34.22 E 8+78.94 (TAN) (TAN)(RAD) R3'-0"
R3'-0" R9"
R9" N 8+45.68 E 8+79.51 N 8+45.04 E 8+79.11 N 8+44.76 E 8+79.04 N 8+44.87 E 8+79.84 N 8+44.58 E 8+79.77 R3'-0"
R3'-0"
R3'-0" N 8+44.01 E 8+79.14 (TAN) (TAN) (TAN) (TAN) (RAD) (RAD) N 8+56.29 E 8+77.59 (TAN) R31'-4" BENCH CENTERED IN 2'-6"x5' CONCRETE PAD
R3'-0" N 8+32.41 E 8+83.45 N 8+29.11 E 8+87.22 0' 5' 10' 20' 30' NORTH POB ALIGN E 4+97.08 N 6+21.95 NORTHING/EASTING LAYOUT COORDINATE CALLOUT POINT OF BEGINNING SYM DESCRIPTION ANCHOR POINT FOR BASELINE A RADIUS POINT / CENTER MARK PROPOSED ANGLE BETWEEN ELEMENTS ALIGN EDGES OF ELEMENTS CENTER LINES BASELINE CONTROL LINE LAYOUT NOTES LAYOUT LEGEND 1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ELEMENTS INCLUDING UTILITY LOCATIONS AND REQUIRED SLEEVING PRIOR TO INSTALLATION. VERIFY CRITICAL DIMENSIONS, REFERENCE POINT LOCATIONS AND CONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY BENCHMARKS OR REFERENCE POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAYS. 2. ALL DIMENSIONS SHALL BE VERIFIED IN FIELD AND CHALKED, STRING LINED OR FLAGGED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MINOR ADJUSTMENTS MADE TO ACHIEVE OVERALL DESIGN LAYOUT SHALL BE ACCEPTED BY THE OWNER PRIOR TO CONSTRUCTION. 3. LAYOUT IS BASED ON THE POINT(S) OF BEGINNING (P.O.B.) AND BASELINE(S) OR GRID SYSTEM AS SHOWN. DIMENSIONS SHOWN ARE ROUNDED TO THE NEAREST INCH. 4. ALL LAYOUT AND GRADES SHALL BE COMPLETED BY A LICENSED SURVEYOR.

R10' 90°'
(PC) POINT ON CURVE, INSIDE FACE OF CURB OR EDGEBAND (MC) MIDDLE OF CURVE, INSIDE FACE OF CURB OR EDGEBAND (RAD) RADIUS POINT (TAN) TANGENT POINT (CW) POINT AT END OF CROSSWALK (COP) CENTER OF POST C - PLANTER AND PLAZA ENLARGEMENT B - PLAZA ENLARGEMENT 2 A - PLAZA ENLARGEMENT 1 ATTACHMENT 1
E 08+00
E 09+00 3'-0" N 10+65.95 E 8+62.41 (TAN)N 10+54.44 E 8+62.31 (TAN) R11'-0"N 10+06.57 E 8+46.17 (RAD) N 10+17.34 E 8+48.41 N 10+16.21 E 8+40.89 N 10+10.84 E 8+56.31N 10+18.33 E 8+62.64 N 10+26.45 E 8+48.30 N 10+21.30 E 8+49.23 N 10+23.96 E 8+49.26 (TAN) (MC) (TAN) N 10+06.94 E 8+57.17 N 10+07.10 E 8+62.17 R5'-0" N 10+02.89 E 8+59.47 (RAD) (TAN) (TAN) N 9+95.13 E 8+71.63 (TAN) 8'-0" N 9+97.72 E 8+52.71 N 9+91.16 E 8+80.00 N 9+92.61 E 8+76.28 N 9+90.22 E 8+83.41 (MC) (PC) (PC) N 9+95.57 E 8+46.47 N 9+70.55 E 8+35.76 (TAN) 8'-0" N 9+78.42 E 8+30.42
R32'-3" N 9+83.73 E 8+28.72 N 9+89.08 E 8+23.00N 10+12.39 E 8+32.01 R32'-3" N 10+22.79 E 8+18.30 2'-0" N 10+14.32 E 8+18.76 N 10+06.54 E 8+17.84 N 10+18.18 E 8+39.81 (TAN) R15'-0" N 10+10.97 E 8+26.66 (RAD) N 10+25.15 E 8+31.53 (TAN) N 10+29.47 E 8+17.34 ALIGN ALIGN 16'-0" 6'-0" N 10+78.49 E 8+69.62 N 10+52.38 E 8+64.15 ALIGN ALIGN (COP) (COP) N 10+74.07 E 8+64.93 (COP) N 10+79.49 E 8+76.81 N 10+79.44 E 8+86.59 (COP) (COP) N 10+80.04 E 8+68.22 N 10+79.99 E 8+83.42 5'-0" N 10+80.45 E 8+34.67 N 10+73.57 E 8+63.92 (MC) N 10+87.81 E 8+08.51 N 10+54.80 E 8+35.07 (COP) N 10+72.26 (COP) E 8+34.69 N 10+79.21 E 8+23.99 N 10+80.14 E 8+17.61 N 10+80.16 E 8+02.27 (COP) (COP) (COP) (COP) N 10+40.68 E 8+42.07 (MC) N 10+55.95 E 8+40.32 N 10+57.16 E 8+40.38 (TAN)(TAN) N 10+70.91 E 8+36.35 (MC) N 10+80.64 (TAN) E 8+17.61 N 10+73.93 E 8+33.81 3'-0" N 10+75.92 E 8+31.55 N 10+83.93 14'-6" E 8+28.60 N 10+86.94 E 8+83.47 3'-0" 90°
90°
6'-0" 5'-8" N 9+90.93 E 8+20.39 N 10+68.19 E 8+63.73 N 10+76.51 E 8+29.84 0' 5' 10' 20' 30' NORTH POB ALIGN E 4+97.08 N 6+21.95 NORTHING/EASTING LAYOUT COORDINATE CALLOUT POINT OF BEGINNING SYM DESCRIPTION ANCHOR POINT FOR BASELINE A RADIUS POINT / CENTER MARK PROPOSED ANGLE BETWEEN ELEMENTS ALIGN EDGES OF ELEMENTS CENTER LINES BASELINE CONTROL LINE LAYOUT NOTES LAYOUT LEGEND 1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ELEMENTS INCLUDING UTILITY LOCATIONS AND REQUIRED SLEEVING PRIOR TO INSTALLATION. VERIFY CRITICAL DIMENSIONS, REFERENCE POINT LOCATIONS AND CONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY BENCHMARKS OR REFERENCE POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAYS. 2. ALL DIMENSIONS SHALL BE VERIFIED IN FIELD AND CHALKED, STRING LINED OR FLAGGED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MINOR ADJUSTMENTS MADE TO ACHIEVE OVERALL DESIGN LAYOUT SHALL BE ACCEPTED BY THE OWNER PRIOR TO CONSTRUCTION. 3. LAYOUT IS BASED ON THE POINT(S) OF BEGINNING (P.O.B.) AND BASELINE(S) OR GRID SYSTEM AS SHOWN. DIMENSIONS SHOWN ARE ROUNDED TO THE NEAREST INCH. 4. ALL LAYOUT AND GRADES SHALL BE COMPLETED BY A LICENSED SURVEYOR.

R10' 90°'
(PC) POINT ON CURVE, INSIDE FACE OF CURB OR EDGEBAND (MC) MIDDLE OF CURVE, INSIDE FACE OF CURB OR EDGEBAND (RAD) RADIUS POINT (TAN) TANGENT POINT (CW) POINT AT END OF CROSSWALK (COP) CENTER OF POST A - PLAZA AND ENTRY ENLARGEMENT ATTACHMENT 1
MATCHLINE - REFER TO SHEET L7.2
4 3 3
15 13
14 7
1 3
3 1
2 3
8 7
9 8
8 8
23 PA
PA
PA
PA
9 16
7 10
10 11
10 PA PA
PA
PA
PA
PA
17 PA
PA
PA
11 18
13 13
PA
1 1
3 1
4 4
5 5
6 6
4 19
3 4
3 4
18 18

RELOCATED (E)

ADA PICNIC TABLE
20 4'-0"
4'-5"
5'-0"
4'-0" 4'-0" 4'-6"
7'-8"
5'-11"
5'-11"
5'-8"
7'-4"
7'-4" 4'-7"
21 13 13
22 23
16 24
24 25 1
25 2 25 3
25 4
5 6 25
26 26
0' 10' 20' 40' 60'
NORTH
1 B
D1.1

DTL REF

1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ELEMENTS INCLUDING UTILITY LOCATIONS AND REQUIRED SLEEVING PRIOR TO INSTALLATION. VERIFY CRITICAL

DIMENSIONS, REFERENCE POINT LOCATIONS AND CONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY BENCHMARKS OR REFERENCE POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY. NOTIFY THE OWNER'S

REPRESENTATIVE IMMEDIATELY SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAYS.

2. THE INTERFACE OF ALL PROPOSED IMPROVEMENTS TO EXISTING SITE SHALL CONFORM AND BE SMOOTH AND UNIFORM.

3. ALL REINFORCING AND FORMS SHALL BE SECURED IN PLACE AND ACCEPTED BY OWNER'S REPRESENTATIVE PRIOR TO PLACING ANY CONCRETE.

4. CONCRETE FINISHES SHALL BE AS NOTED. CONTRACTOR SHALL PROVIDE 4'X4' SAMPLES

OF ALL SPECIFIED FINISHES OF CONCRETE USING THE SAME MATERIALS THAT WILL BE USED IN THE ACTUAL CONSTRUCTION FOR EACH TYPE SPECIFIED. SAMPLES SHALL BE

PREPARED WELL ENOUGH IN ADVANCE OF SCHEDULED CONCRETE POUR TO ALLOW FOR REVIEW AND POSSIBLE RE-POURING OF UNACCEPTABLE SAMPLES. UNACCEPTABLE SAMPLES SHALL BE RE-PREPARED UNTIL ACCEPTED BY THE OWNER'S REPRESENTATIVE.

ACCEPTED SAMPLES SHALL BE PROTECTED AND REMAIN ON SITE FOR REFERENCE UNTIL FINAL ACCEPTANCE.

5. ALL FENCES AND GATES SHOWN ON PLAN ARE GRAPHIC REPRESENTATIONS; REFER TO DETAILS AND SPECIFICATIONS FOR PRECISE LOCATION.

6. ASPHALT SHALL NOT BE INSTALLED UNTIL ALL EDGES AND SITE FURNISHING PADS ARE INSTALLED.

7. AREAS OF DEMOLISHED PAVING TO BE REPAVED WITHIN 48 HOURS AFTER REMOVAL.

SYM DESCRIPTION

MATERIAL LEGEND

MATERIAL NOTES

COLORED CONCRETE, REFER TO SPECIFICATIONS
DAVIS COLOR: KAILUA

DECOMPOSED GRANITE, REFER TO SPECIFICATIONS

TRUNCATED DOMES, REFER TO SPECIFICATIONS
2 6" CONCRETE EDGEBAND
6" CONCRETE CURB
C
D1.1

AC VEHICULAR PAVING EXCEPT WHERE NOTED

CONCRETE PAVING
G
D1.1
L
D1.2
42" TALL ORNAMENTAL FENCE
(MONTAGE II MAJESTIC 3 BY AMERISTAR)

METAL HEADER

NEW ASPHALT EDGE, CONFORM NEW ASPHALT TO EXISTING ASPHALT D
D1.1
A
D1.3
3 B
D1.2
5 6
K
D1.2
7 CONCRETE CURB AND GUTTER

PARK BENCH, REFER TO SPECIFICATIONS

SURFACE MOUNT PER MANUFACTURER RECOMMENDATIONS
E
D1.2

PA PLANTING AREA, REFER TO PLANTING PLAN
6" ASPHALT CURB
DECORATIVE INTERLOCKING PAVERS - 4"x 8", MISSION

PERMEABLE BY CALSTONE, TAN RED CHARCOAL
H
D1.2

EXISTING AC TO REMAIN

LIMIT OF WORK
CONCRETE SWALE - TYPE 1 - 24"
4 12" x 18" CONCRETE GRADE BEAM
A
D1.2
J
D1.2

EXPANSION JOINT
D
D1.2
C
D1.2

SCORELINE JOINT
D
D1.1
9 10
11 CROSSWALK STRIPING
I
D1.3
12 F
D1.3
13 TRASH & RECYCLING RECEPTACLE, REFER TO SPECIFICATIONS

DOG WASTE RECEPTACLE, REFER TO SPECIFICATIONS

NOT USED
12" COLORED CONCRETE EDGEBAND, REFER TO SPECIFICATIONS

RAISED CROSSWALK ISLAND
16 17
G
D1.3
D
D1.3

BICYCLE PARKING RACK, REFER TO SPECIFICATIONS
14 15
J
D1.3

COLORED CONCRETE COMPASS PAVING PATTERN, REFER TO

SPECIFICATIONS
18 C
D1.3 ADA PICNIC TABLE, REFER TO SPECIFICATIONS

RELOCATED EXISTING PICNIC TABLES
19 CONCRETE PIECE AT BRIDGE
I
D1.2
H
D1.2
8 PARALLEL PARKING STRIPING - 4" PER SPECS
20 RELOCATED EXISTING TRASH AND RECYCLING RECEPTACLES
21 NEW FIRE HYDRANT - CONTRACTOR TO COORDINATE WITH BEAR

GULCH DISTRICT OF CALWATER
(E) GRASS TO
REMAIN
22 SCUPPER AT CONCRETE CURB
G
D1.2
23 NO PARKING STRIPING
H
D1.3
24 ORNAMENTAL FENCE AT GRADE BEAM STEP
B
D1.3

PEDESTRIAN AC
PER B, SHEET D1.1
NOTES:

1. AREAS OF DEMOLISHED PAVING TO BE REPAVED WITHIN 48 HOURS AFTER REMOVAL.

2. CONTRACTOR TO FABRICATE A FUNDING PLAQUE PER DETAIL K, SHEET D1.3, AND SUBMIT THE COMPLETED PLAQUE TO THE TOWN.
25 RELOCATED SIGN WITH NEW POST AND FOOTING. REFER TO

TRAFFIC SIGN LIST
E
D1.3

NO FIRE LANE, ADD PARKING
WARNING, FINE, VAN (4 SIGNS)

SECURITY NOTICE
15 MPH SPEED
15 MPH SPEED

PARKING IN DESIGNATED SPACES
ONLY

TRAFFIC SIGN LIST

EXIT ONLY
15 MPH SPEED
15 MPH SPEED

EXIT ONLY

EXIT ONLY
(YELLOW, AT

BRIDGE)
1 2
3 4
5 6
7 8
9 10
26 DECORATIVE WOOD PANEL ADJUSTMENTS - ENTRANCE
I
D1.4
ATTACHMENT 1
MATCHLINE - REFER TO SHEET L7.1 15
2 2
2 3
3 2 13
2 3
3 3
1 3 15 15
6 6
9 3
3 8
8 7
8 8
8 8 8 8
8 3 PA PA PA PA 23
9 9 13 13 11 PA
1 1 13
1 1
5 5
3 3
4 4
3 1
4 4 21 21 22
6 VEHICULAR CONCRETE 24
3 1
1 6 20
7 25 25 8 25
9 10 23 26 27 27 21 21 0' 10' 20' 40' 60' NORTH
1 BD1.1 DTL REF 1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ELEMENTS INCLUDING UTILITY LOCATIONS AND REQUIRED SLEEVING PRIOR TO INSTALLATION. VERIFY CRITICAL DIMENSIONS, REFERENCE POINT LOCATIONS AND CONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY BENCHMARKS OR REFERENCE POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAYS. 2. THE INTERFACE OF ALL PROPOSED IMPROVEMENTS TO EXISTING SITE SHALL CONFORM AND BE SMOOTH AND UNIFORM. 3. ALL REINFORCING AND FORMS SHALL BE SECURED IN PLACE AND ACCEPTED BY OWNER'S REPRESENTATIVE PRIOR TO PLACING ANY CONCRETE. 4. CONCRETE FINISHES SHALL BE AS NOTED. CONTRACTOR SHALL PROVIDE 4'X4' SAMPLES OF ALL SPECIFIED FINISHES OF CONCRETE USING THE SAME MATERIALS THAT WILL BE USED IN THE ACTUAL CONSTRUCTION FOR EACH TYPE SPECIFIED. SAMPLES SHALL BE PREPARED WELL ENOUGH IN ADVANCE OF SCHEDULED CONCRETE POUR TO ALLOW FOR REVIEW AND POSSIBLE RE-POURING OF UNACCEPTABLE SAMPLES. UNACCEPTABLE SAMPLES SHALL BE RE-PREPARED UNTIL ACCEPTED BY THE OWNER'S REPRESENTATIVE. ACCEPTED SAMPLES SHALL BE PROTECTED AND REMAIN ON SITE FOR REFERENCE UNTIL FINAL ACCEPTANCE. 5. ALL FENCES AND GATES SHOWN ON PLAN ARE GRAPHIC REPRESENTATIONS; REFER TO DETAILS AND SPECIFICATIONS FOR PRECISE LOCATION. 6. ASPHALT SHALL NOT BE INSTALLED UNTIL ALL EDGES AND SITE FURNISHING PADS ARE INSTALLED. 7. AREAS OF DEMOLISHED PAVING TO BE REPAVED WITHIN 48 HOURS AFTER REMOVAL. SYM DESCRIPTION MATERIAL LEGEND MATERIAL NOTES COLORED CONCRETE, REFER TO SPECIFICATIONS DAVIS COLOR: KAILUA DECOMPOSED GRANITE, REFER TO SPECIFICATIONS TRUNCATED DOMES, REFER TO SPECIFICATIONS 2 6" CONCRETE EDGEBAND 6" CONCRETE CURB
CD1.1 AC VEHICULAR PAVING EXCEPT WHERE NOTED CONCRETE PAVING GD1.1
L D1.2 42" TALL ORNAMENTAL FENCE (MONTAGE II MAJESTIC 3 BY AMERISTAR) METAL HEADER NEW ASPHALT EDGE, CONFORM NEW ASPHALT TO EXISTING ASPHALT DD1.1AD1.3
3 BD1.2
56 KD1.2
7 CONCRETE CURB AND GUTTER PARK BENCH, REFER TO SPECIFICATIONS SURFACE MOUNT PER MANUFACTURER RECOMMENDATIONS E D1.2 PA PLANTING AREA, REFER TO PLANTING PLAN 6" ASPHALT CURB DECORATIVE INTERLOCKING PAVERS - 4"x 8", MISSION PERMEABLE BY CALSTONE, TAN RED CHARCOAL HD1.2 EXISTING AC TO REMAIN LIMIT OF WORK CONCRETE SWALE - TYPE 1 - 24" 4 12" x 18" CONCRETE GRADE BEAM
AD1.2
J D1.2 EXPANSION JOINT
DD1.2 CD1.2 SCORELINE JOINTDD1.1
8910 PARALLEL PARKING STRIPING - 4" PER SPECS
I D1.3 11 CROSSWALK STRIPING
F D1.3 1213
HD1.2 TRASH & RECYCLING RECEPTACLE, REFER TO SPECIFICATIONS DOG WASTE RECEPTACLE, REFER TO SPECIFICATIONS NOT USED 12" COLORED CONCRETE EDGEBAND, REFER TO SPECIFICATIONS RAISED CROSSWALK ISLAND 1617 GD1.3 DD1.3 BICYCLE PARKING RACK, REFER TO SPECIFICATIONS 1415 J D1.3 COLORED CONCRETE COMPASS PAVING PATTERN, REFER TO SPECIFICATIONS 18 CD1.3 ADA PICNIC TABLE, REFER TO SPECIFICATIONS RELOCATED EXISTING PICNIC TABLES 19 CONCRETE PIECE AT BRIDGE I D1.2 SYM DESCRIPTION DTL REF SYM DESCRIPTION DTL REF 20 NEW FIRE HYDRANT - CONTRACTOR TO COORDINATE WITH BEAR GULCH DISTRICT OF CALWATER 21 SCUPPER AT CONCRETE CURB GD1.2 22 CATCH BASIN WITH CONCRETE COLLAR
J D1.1 23 CONCRETE SWALE - TYPE 2 - 12" F D1.2 24 ORNAMENTAL FENCE AT GRADE BEAM STEP BD1.3 PEDESTRIAN AC PER B, SHEET D1.1 25 RELOCATED SIGN WITH NEW POST AND FOOTING. REFER TO TRAFFIC SIGN LIST E D1.3 NO FIRE LANE, ADD PARKING WARNING, FINE, VAN (4 SIGNS) SECURITY NOTICE 15 MPH SPEED 15 MPH SPEED PARKING IN DESIGNATED SPACES ONLY TRAFFIC SIGN LIST EXIT ONLY 15 MPH SPEED 15 MPH SPEED EXIT ONLY EXIT ONLY (YELLOW, AT BRIDGE) 12345
678910 PLACE EXIT ONLY SIGN HERE 26 DRIVEWAY
AD1.4 NOTES: 1. AREAS OF DEMOLISHED PAVING TO BE REPAVED WITHIN 48 HOURS AFTER REMOVAL. 2. CONTRACTOR TO FABRICATE A FUNDING PLAQUE PER DETAIL K, SHEET D1.3, AND SUBMIT THE COMPLETED PLAQUE TO THE TOWN. 27 DECORATIVE WOOD PANEL ADJUSTMENTS - EXIT F D1.4
ATTACHMENT 1
1AF
2LF
3VO
1AF
1AF
3SN
3GF
3GF
1SN
1AF
3SN
3SN
MATCHLINE - REFER TO SHEET L8.2
4VO
1AC1
1 VO SN
3GB 1VO
1QV 16CR11CH18CH22CR 20CH25 HM 30CR 17CS
4CA 45CR 20HS 27CE 8CR 33CS 30CR 14HS 14CS 86CR 22CH
1VO 1QS
2LF
3VO3CO
1FS
3VO
1AC
3GF
5GB
2VO 12CH 30CR35OE 15RO 44OE 17CR 11CH 11CH20OE 16CH 21VD 21CR 10CR 32OE 17CH 44CR 33CR34OE 15CH 24" BOX 15 GAL 15 GAL 15 GAL 36" BOX 36" BOX 8CH 24" BOX
1 15 GAL AC 24" BOX 15 GAL 24" BOX QV 1 36" BOX QUERCUS VIRGINIANA SOUTHERN LIVE OAK (MULTI-TRUNK) PER PLAN PLANTING NOTES AF 3 15 GAL. AGONIS FLEXUOSA 'BURGUNDY' BURGUNDY PEPPERMINT WILLOW PER PLAN FS 1 24" BOX FAGUS SYLVATICA COPPER BEECH PER PLAN PLANTING LEGEND AC 2 24" BOX AESCULUS X CARNEA RED HORSE CHESTNUT 18'-0" O.C. TREES LARGE SHRUBS COMMENTS QS 1 24" BOX QUERCUS SUBER CORK OAK PER PLAN GROUND COVERS CO 4 15 GAL. CERCIS OCCIDENTALIS WESTERN RED BUD (MULTI-TRUNK) 16'-0" O.C. GB 9 24" BOX GINKGO BILOBA MAIDENHAIR TREE (MALE) 18'-0" O.C. SYM QTY SIZE BOTANICAL/COMMON NAME SPACING/ 1. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL PLANT MATERIAL FROM TIME OF DELIVERY TO TIME OF FINAL ACCEPTANCE. OWNER SHALL NOT BE RESPONSIBLE FOR LOSSES DUE TO VANDALISM, THEFT OR SEVERE WEATHER. 2. CONTRACTOR SHALL PLACE PLANT MATERIALS SO THEY DO NOT INTERFERE WITH IRRIGATION SYSTEM OR INHIBIT REQUIRED COVERAGE. PLANT LOCATIONS MAY BE ADJUSTED AS LONG AS DESIGN INTENT IS NOT COMPROMISED. CONTRACTOR SHALL SET OUT PLANT MATERIAL AS PER PLAN AND RECEIVE ACCEPTANCE FROM OWNER'S REPRESENTATIVE WITH RESPECT TO PLANT HEALTH AND LOCATION PRIOR TO INSTALLATION. CONTRACTOR SHALL GIVE MINIMUM 2 WORKING DAYS NOTICE FOR OBSERVATION AND SHALL HAVE ALL PLANT MATERIAL IN SPECIFIED LOCATIONS FOR REVIEW AT ONE TIME. CONTRACTOR SHALL REPLACE ANY MATERIAL AS REQUESTED BY OWNER'S REPRESENTATIVE. 3. ALL NON-TURF PLANTING AREAS SHALL RECEIVE A 3" LAYER OF MULCH TOP DRESS (UNLESS NOTED OTHERWISE). REFER TO SPECIFICATIONS. 4. WHEN WORK HAS TO OCCUR UNDER THE DRIPLINE OF EXISTING TREES NOT SCHEDULED FOR REMOVAL, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO THE TREES AND TREE ROOTS. GRADE IN LINES RADIAL TO THE EXISTING TREES RATHER THAN TANGENTIAL. ALL PARTIAL CUTS OR TEARS THROUGH ROOTS TWO INCHES IN DIAMETER AND LARGER SHALL BE CUT CLEAN. TRENCHES ADJACENT TO TREES SHALL BE FILLED WITHIN 24 HOURS AFTER EXCAVATION, BUT WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE, AND ANY EXPOSED ROOTS SHALL BE KEPT SHADED AND MOIST WITH DAMPENED BURLAP OR CANVAS. 5. ALL SHRUB AND TREE AREA SHALL RECEIVE A WEED FABRIC LAYER. INSTALL WITH STAPLES, 3" OVERLAP AND COVER WITH MULCH. 6. ALL TURF, MULCH AND PLANTERS TO RECEIVE SOIL AMENDMENTS AND SOIL PREPARATION PER SPECIFICATIONS UNLESS OTHERWISE NOTED. 7. TREE PLANTING PER DETAIL K, SHEET D2.1. LARGE SHRUB PLANTING PER DETAILS A, B SHEET D2.2. GROUND COVER AND GROUND PLANE PLANTINGS PER DETAIL H, SHEET D2.3. AP 1 24" BOX ACER PALMATUM JAPANESE MAPLE PER PLAN GF 12 5 GAL GREVILLEA FILIOBA SPIDER NET GREVILLEA 4'-6" O.C. SN 11 15 GAL SAMBUCUS NIGRA 'PURPUREA' BLACK ELDERBERRY PER PLAN VO 20 5 GAL VIBURNUM OPULUS 'ROSEUM' COMMON SNOWBALL VIBURNUM 7'-0" O.C. LF 2 24" BOX LYONOTHAMNUS FLORIBUNDUS CATALINA IRONWOOD 16'-0" O.C. CA 4 1 GAL CALLISTEMON 'LITTLE JOHN' LITTLE JOHN DWARF BOTTLEBRUSH 4'-0" O.C. CH 212 1 GAL CISTUS HYBRIDUS 'MICKIE' ROCKROSE 2'-6" O.C. MR 98 1 GAL MAHONIA REPENS CREEPING BARBERRY 3'-0" O.C. HS 45 1 GAL HEMEROCALLIS SPP. DAY LILY 3'-0" O.C. CS 64 1 GAL CALANDRINIA SPECTABILIS ROCK PURSLANE 4'-0" O.C. CR 427 1 GAL CORREA REFLEXA NATIVE FUCHSIA 3'-0" O.C. HM 25 1 GAL HAKONECHLOA MACRA JAPANESE FOREST GRASS 3'-0" O.C. CE 27 1 GAL CAREX OSHIHUMENSIS 'EVERILLO' JAPANESE SEDGE 2'-0" O.C. COMMENTS SYM QTY SIZE BOTANICAL/COMMON NAME SPACING/ 1 24" BOX1 36" BOX1 36" BOX LIMIT OF WORKLIMIT OF WORK1 15 GAL 2 15 GAL. 0' 10' 20' 40' 60' NORTH OE 184 1 GAL OSTEOSPERMUM ECKLONIS ‘ZION RED’ AFRICAN DAISY 5'-0" O.C. TURF - REFER TO SPECS PJ 3 5 GAL PIERIS JAPONICA 'RALTO' PASSION FROST JAPANESE PIERIS 4'-0" O.C. VD 82 1 GAL VIBURNUM DAVIDII DAVID VIBURNUM 3'-0" O.C. MULCH - REFER TO SPECS MISCELLANEOUS RO 15 5 GAL ROSA SPP. ROSE (SPECIES TBD) 8'-0" O.C. COMMENTS SYM QTY SIZE BOTANICAL/COMMON NAME SPACING/ GROUND PLANE PLANTINGS (E) GRASS TO REMAIN ATTACHMENT 1
1FS
1VO
1GB
1CO
3GF 11HS
1VO
1QS
MATCHLINE - REFER TO SHEET L8.1 10CR 20MR 12CH
1AP
7CR 61VD
3PJ 42MR 24CH 12MR 18CR24MR 10OE 15CH
9OE 15 GAL 24" BOX 24" BOX QV 1 36" BOX QUERCUS VIRGINIANA SOUTHERN LIVE OAK (MULTI-TRUNK) PER PLAN PLANTING NOTES AF 3 15 GAL. AGONIS FLEXUOSA 'BURGUNDY' BURGUNDY PEPPERMINT WILLOW PER PLAN FS 1 24" BOX FAGUS SYLVATICA COPPER BEECH PER PLAN PLANTING LEGEND AC 2 24" BOX AESCULUS X CARNEA RED HORSE CHESTNUT 18'-0" O.C. TREES LARGE SHRUBS COMMENTS QS 1 24" BOX QUERCUS SUBER CORK OAK PER PLAN GROUND COVERS CO 4 15 GAL. CERCIS OCCIDENTALIS WESTERN RED BUD (MULTI-TRUNK) 16'-0" O.C. GB 9 24" BOX GINKGO BILOBA MAIDENHAIR TREE (MALE) 18'-0" O.C. SYM QTY SIZE BOTANICAL/COMMON NAME SPACING/ 1. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL PLANT MATERIAL FROM TIME OF DELIVERY TO TIME OF FINAL ACCEPTANCE. OWNER SHALL NOT BE RESPONSIBLE FOR LOSSES DUE TO VANDALISM, THEFT OR SEVERE WEATHER. 2. CONTRACTOR SHALL PLACE PLANT MATERIALS SO THEY DO NOT INTERFERE WITH IRRIGATION SYSTEM OR INHIBIT REQUIRED COVERAGE. PLANT LOCATIONS MAY BE ADJUSTED AS LONG AS DESIGN INTENT IS NOT COMPROMISED. CONTRACTOR SHALL SET OUT PLANT MATERIAL AS PER PLAN AND RECEIVE ACCEPTANCE FROM OWNER'S REPRESENTATIVE WITH RESPECT TO PLANT HEALTH AND LOCATION PRIOR TO INSTALLATION. CONTRACTOR SHALL GIVE MINIMUM 2 WORKING DAYS NOTICE FOR OBSERVATION AND SHALL HAVE ALL PLANT MATERIAL IN SPECIFIED LOCATIONS FOR REVIEW AT ONE TIME. CONTRACTOR SHALL REPLACE ANY MATERIAL AS REQUESTED BY OWNER'S REPRESENTATIVE. 3. ALL NON-TURF PLANTING AREAS SHALL RECEIVE A 3" LAYER OF MULCH TOP DRESS (UNLESS NOTED OTHERWISE). REFER TO SPECIFICATIONS. 4. WHEN WORK HAS TO OCCUR UNDER THE DRIPLINE OF EXISTING TREES NOT SCHEDULED FOR REMOVAL, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO THE TREES AND TREE ROOTS. GRADE IN LINES RADIAL TO THE EXISTING TREES RATHER THAN TANGENTIAL. ALL PARTIAL CUTS OR TEARS THROUGH ROOTS TWO INCHES IN DIAMETER AND LARGER SHALL BE CUT CLEAN. TRENCHES ADJACENT TO TREES SHALL BE FILLED WITHIN 24 HOURS AFTER EXCAVATION, BUT WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE, AND ANY EXPOSED ROOTS SHALL BE KEPT SHADED AND MOIST WITH DAMPENED BURLAP OR CANVAS. 5. ALL SHRUB AND TREE AREA SHALL RECEIVE A WEED FABRIC LAYER. INSTALL WITH STAPLES, 3" OVERLAP AND COVER WITH MULCH. 6. ALL TURF, MULCH AND PLANTERS TO RECEIVE SOIL AMENDMENTS AND SOIL PREPARATION PER SPECIFICATIONS UNLESS OTHERWISE NOTED. 7. TREE PLANTING PER DETAIL K, SHEET D2.1. LARGE SHRUB PLANTING PER DETAILS A, B SHEET D2.2. GROUND COVER AND GROUND PLANE PLANTINGS PER DETAIL H, SHEET D2.3. AP 1 24" BOX ACER PALMATUM JAPANESE MAPLE PER PLAN GF 12 5 GAL GREVILLEA FILIOBA SPIDER NET GREVILLEA 4'-6" O.C. SN 11 15 GAL SAMBUCUS NIGRA 'PURPUREA' BLACK ELDERBERRY PER PLAN VO 20 5 GAL VIBURNUM OPULUS 'ROSEUM' COMMON SNOWBALL VIBURNUM 7'-0" O.C. LF 2 24" BOX LYONOTHAMNUS FLORIBUNDUS CATALINA IRONWOOD 16'-0" O.C. CA 4 1 GAL CALLISTEMON 'LITTLE JOHN' LITTLE JOHN DWARF BOTTLEBRUSH 4'-0" O.C. CH 212 1 GAL CISTUS HYBRIDUS 'MICKIE' ROCKROSE 2'-6" O.C. MR 98 1 GAL MAHONIA REPENS CREEPING BARBERRY 3'-0" O.C. HS 45 1 GAL HEMEROCALLIS SPP. DAY LILY 3'-0" O.C. CS 64 1 GAL CALANDRINIA SPECTABILIS ROCK PURSLANE 4'-0" O.C. CR 427 1 GAL CORREA REFLEXA NATIVE FUCHSIA 3'-0" O.C. HM 25 1 GAL HAKONECHLOA MACRA JAPANESE FOREST GRASS 3'-0" O.C. CE 27 1 GAL CAREX OSHIHUMENSIS 'EVERILLO' JAPANESE SEDGE 2'-0" O.C. COMMENTS SYM QTY SIZE BOTANICAL/COMMON NAME SPACING/ 1 24" BOX1 36" BOX1 36" BOX LIMIT OF WORKLIMIT OF WORK1 15 GAL 2 15 GAL. 0' 10' 20' 40' 60' NORTH OE 184 1 GAL OSTEOSPERMUM ECKLONIS ‘ZION RED’ AFRICAN DAISY 5'-0" O.C. TURF - REFER TO SPECS PJ 3 5 GAL PIERIS JAPONICA 'RALTO' PASSION FROST JAPANESE PIERIS 4'-0" O.C. VD 82 1 GAL VIBURNUM DAVIDII DAVID VIBURNUM 3'-0" O.C. MULCH - REFER TO SPECS MISCELLANEOUS RO 15 5 GAL ROSA SPP. ROSE (SPECIES TBD) 8'-0" O.C. COMMENTS SYM QTY SIZE BOTANICAL/COMMON NAME SPACING/ GROUND PLANE PLANTINGS ATTACHMENT 1
A
B
C
F
D
G
H
I
J
K NOTES PERTAIN TO ALL EDGEBAND AND CURB DETAILS: 1. FOR EDGEBAND, CURBS, INSTALL SCORE JOINTS AT 10' O.C. SPACING AND FIBER EXPANSION JOINTS EVERY 20' ON STRAIGHT RUNS. ON CURVED RUNS, FIBER EXPANSION JOINTS SHALL BE SPACED 10' O.C., WITH ALTERNATING SCORE JOINTS AT 5' O.C. SPACING. 2. ALL EXPANSION JOINTS SHALL BE SEALED, PER SPECIFICATIONS. NOTES PERTAIN TO ALL TALL CURB DETAILS: 1. PROVIDE EXPANSION JOINTS, CENTERED BETWEEN EVERY THIRD FENCE POST. 2. PROVIDE EXPANSION JOINTS AT EACH LOCATION WHERE AN ELEVATION STEP OCCURS BETWEEN CHANGING CURB/EDGEBAND TYPES.

3. AT EXPANSION JOINTS, PROVIDE A 24” LONG #4 DOWEL AT EACH CURB HORIZONTAL REBAR, CENTERED ON THE JOINT., AS PER DETAIL. 4. EXPANSION JOINTS SHALL BE INSTALLED WITH A ¾” CHAMFER BUILT INTO THE FORM WORK, IN ADDITION TO THE FIBER EXPANSION JOINT MATERIAL. 5. PROVIDE A CONTROL JOINT AT EACH FENCE POST. THE VERTICAL JOINT SHALL BE A ¾” CHAMFER BUILT INTO THE FORM WORK. THE HORIZONTAL JOINT, ALONG THE TOP OF CURB, SHALL BE A TOOLED SCORE JOINT, ALIGNED WITH AND MATCHING THE VERTICAL CHAMFER JOINT. 6. ALL EXPANSION JOINTS SHALL BE SEALED PER SPECIFICATION. 7. NO SCORE JOINTS ARE REQUIRED ON TALL CURBS, EXCEPT AS INDICATED AT EACH FENCE POST IN ITEM #5 ABOVE. FINISHES EDGEBANDS, GUTTERS, CURBS: MEDIUM BROOM GRADE BEAM: MEDIUM SAND BLAST - TOP AND SIDES EDGEBAND AND TALL CURB NOTES NTS ASPHALT PAVING NTS

2.5" 8.5" ASPHALT PAVING, REFER TO SPECIFICATIONS COMPACTED CLASS II AGGREGATE BASE, REFER TO SPECIFICATIONS SCARIFIED AND COMPACTED SUBGRADE, REFER TO SPECIFICATIONS SECTION

PEDESTRIAN

3.5" 8" VEHICULAR CONCRETE PAVING NTS NOTE: PROVIDE SCORE AND EXPANSION JOINTS PER MATERIAL PLAN. REINFORCING TO BE #3 REBAR @ 18" O.C. BOTH DIRECTIONS IN MIDDLE OF SLAB 4" 6" 3" TYP.
1" COMPACTED CLASS II AGGREGATE BASE, REFER TO SPECIFICATIONS D
- EXPANSION JOINT
2 1
2" CLR.

D
- SCORE JOINT
F
- CONCRETE PAVING FINISH 6" 2" ADJACENT SOFTSCAPE, REFER TO PLANS. PLACE ADJACENT FINISH GRADE 1" BELOW CONCRETE FINISH SURFACE. 3" 3" COMPACTED SUBGRADE, REFER TO SPECIFICATIONS
8" 8" VEHICULAR

PEDESTRIAN POUR A POUR B
R3
8 " ℄ POUR A EX. SLAB
R3
8 " FILL CAP WITH FLEXIBLE, SELF- LEVELING JOINT SEALANT COMPOUND AND BACKER ROD PER SPECIFICATIONS - COLOR PER SPECS ℄ EXPANSION JOINT AT NEW CONCRETE SECTION EXPANSION JOINT AT EXISTING CONCRETE SECTION 'SPEED LOAD' 3 4"x12" SLEEVE W/
24" SMOOTH DOWEL @ 18" O.C. CENTERED IN SLAB, REFER TO SPECIFICATIONS 1 2 " WIDE FULL DEPTH EXPANSION JOINT (ASPHALT-IMPREGNATED

COMPRESSIBLE FILLER MATERIAL), WITH REMOVABLE TOP-CAP (ZIP-STRIP), REFER TO SPECIFICATIONS CORE DRILL AND EPOXY DOWEL INTO EXISTING CONCRETE C
- CONCRETE PAVING CONSTRUCTION / EXPANSION JOINT PLAN 'SPEED LOAD' OR 'SPEED DOWEL' 3 4"x12" SLEEVE W/ 24" SMOOTH DOWEL @ 18"
O.C. (TO MATCH REINFORCEMENT BAR SPACING PER CONCRETE PAVING DETAIL, REFER TO THIS SHEET.

C
- CONCRETE PAVING SLEEVES AND DOWELS TO BE ALIGNED PARALLEL TO ADJACENT SLEEVES AND DOWELS EXPANSION JOINT OR CONSTRUCTION JOINT REINFORCEMENT BAR PER CONCRETE PAVING DETAIL CONCRETE JOINTS NTS POUR A POUR B R3
8 " ℄ NEW POUR EX. SLAB
R3
8 " ℄ EXPANSION JOINT AT NEW CONCRETE SECTION EXPANSION JOINT AT EXISTING CONCRETE SECTION 'SPEED LOAD' 3 4"x12" SLEEVE W/
24" SMOOTH DOWEL @ 18" O.C. CENTERED IN SLAB, REFER TO SPECIFICATIONS DOWEL SECURED TO REINFORCEMENT BAR OF SECOND CONCRETE POUR CORE DRILL AND EPOXY DOWEL INTO EXISTING CONCRETE C
- CONCRETE PAVING NOTE: "KEYED KOLD" JOINTS, SHALL MATCH THICKNESS OF CONCRETE PAVING AND BE INSTALLED AT LOCATIONS SHOWN ON MATERIAL PLANS. KEYED KOLD JOINT - VERTICAL AND LONGITUDINAL CONTROL SECTION C
- CONCRETE PAVING SCORE JOINT SECTION
1 8" WIDE SCORE JOINT, TOOLED OR SAW-CUT
X
X/4 REINFORCEMENT BAR PER CONCRETE PAVING DETAIL
℄ POUR A POUR B
R3
8 " "KEYED KOLD" JOINT SHALL BE DEPRESSED 3
8" BELOW THE FINISH SURFACE WITH TOOLED EDGES TO MATCH SCORE JOINT APPEARANCE 38" RADIUS TOOLED JOINT, REFER TO SPECIFICATIONS, TYP. (OPTION - TO ADD HORIZONTAL CONTROL) 'SPEED DOWEL' 3
4"x12" SLEEVE W/ 24" SMOOTH DOWEL (12"
SLEEVE) @ 18" O.C. CENTERED IN SLAB, REFER TO SPECIFICATIONS.

C
- CONCRETE PAVING CONCRETE PAVING FINISH NTS NOTE: REFER TO MATERIAL PLANS FOR LOCATIONS OF SCORE JOINTS AND EXPANSION JOINTS. MEDIUM BROOM FINISH IN DIRECTION SHOWN D
- EXPANSION JOINT
D
- SCORE JOINT

VARIES, REFER TO PLANS PLANDECOMPOSED GRANITE NTS
4"DECOMPOSED GRANITE, REFER TO SPECIFICATIONS LAY IN 2" LIFTS, . COMPACT TO 90% RELATIVE DENSITY. COMPACTED SUBGRADE, REFER TO SPECIFICATIONS NOTE: COMBINE WITH METAL HEADER BOARD, DETAIL J, SHEET D1.2 FOR EDGING. REFER TO MATERIAL PLAN NOTE: CONTRACTOR TO INSTALL SURFACING IMPROVEMENTS PER DRAWINGS. SECTIONS FOR SURFACING IMPROVEMENTS SHALL SUPERCEDE BACKFILL FOR STORM DRAINS. 4"
MIN.
4"
MIN. 3" MIN. TO 18" MAX. BOTTOM OF TRENCH TRENCH BACKFILL - SOLID WALL STORM/SEWER NTS FINISHED SURFACE, REFER TO PLANS TOP OF SUBGRADE NATIVE BACKFILL, REFER TO SPECIFICATIONS FOR COMPACTION PIPE BEDDING SELECT BACKFILL, REFER TO SPECIFICATIONS SOLID WALL STORM DRAIN, REFER TO SPECIFICATIONS AND SIZE PER PLANS CATCH BASIN WITH CONCRETE COLLAR NTS PLAN VIEW 2'-0" 1 7 8" O.C.
2'-0"
4" BANDING BAR
38" DIA. CROSS BARS BEARING BARS AT 1 7
8" O.C.
6"
℄
℄ CONCRETE CURB AND GUTTER, PER DETAIL E, SHEET D1.2
H
- CATCH BASIN
6" 6" 6"
3 MIN. 2" TYP. NOTES: 1. SET CATCH BASIN RIM FLUSH WITH ADJACENT SURFACE. VERIFY EXACT LOCATION AND RIM PRIOR TO INSTALLATION. 2. POSITIVE DRAINAGE TO INLET SHALL BE VERIFIED BY CONTRACTOR. 3. ALL PIPING ENTRIES AND EXITS INTO DRAINAGE STRUCTURES SHALL BE GROUTED SMOOTH AND WATERTIGHT USING NON-SHRINK GROUT, TYP. 4. ALL RISERS AND EXTENSIONS SHALL BE CONNECTED WITH AN ADHESIVE PRODUCT, REFER TO SPECIFICATIONS. 5. ALL GRATES SHALL BE FITTED WITH LOCK-DOWN MECHANISMS OR BOLT-DOWN COVERS. 6. FOR BASIN SIZE, RIM AND INVERT ELEVATIONS, REFER TO GRADING AND DRAINAGE PLAN. SECTION CATCH BASIN WITH EXISTING PIPE NTS CAST IRON GRATE AND PRECAST FRAME, REFER TO SPECIFICATIONS ADJACENT SURFACE VARIES, REFER TO PLANS 6"x6" CONCRETE COLLAR WITH #4 REBAR CENTERED, CONTINUOUS USE MINIMUM TWO 3" EXTENSION RINGS PUNCH OUT AS NECESSARY TO ACCEPT DRAIN PIPE GROUT IN PLACE, TYP. EXISTING PIPES, CONFIRM LOCATION IN FIELD, PIPES TO MAINTAIN EXISTING INVERTS FIELD POURED CONCRETE BASE COMPACTED SUBGRADE, REFER TO SPECIFICATIONS 6"
3 MIN. 2" TYP. NOTES: 1. SET CATCH BASIN RIM FLUSH WITH ADJACENT SURFACE. VERIFY EXACT LOCATION AND RIM PRIOR TO INSTALLATION. 2. POSITIVE DRAINAGE TO INLET SHALL BE VERIFIED BY CONTRACTOR. 3. ALL PIPING ENTRIES AND EXITS INTO DRAINAGE STRUCTURES SHALL BE GROUTED SMOOTH AND WATERTIGHT USING NON-SHRINK GROUT, TYP. 4. ALL RISERS AND EXTENSIONS SHALL BE CONNECTED WITH AN ADHESIVE PRODUCT, REFER TO SPECIFICATIONS. 5. ALL GRATES SHALL BE FITTED WITH LOCK-DOWN MECHANISMS OR BOLT-DOWN COVERS. 6. FOR BASIN SIZE, RIM AND INVERT ELEVATIONS, REFER TO GRADING AND DRAINAGE PLAN. SECTION CATCH BASIN NTS CAST IRON GRATE AND PRECAST FRAME, REFER TO SPECIFICATIONS ADJACENT SURFACE VARIES, REFER TO PLANS 6"x6" CONCRETE COLLAR WITH #4 REBAR CENTERED, CONTINUOUS USE MINIMUM TWO 3" EXTENSION RINGS PUNCH OUT AS NECESSARY TO ACCEPT DRAIN PIPE GROUT IN PLACE, TYP. SOLID WALL STORM DRAIN PIPE, TYP. REFER TO DRAINAGE PLANS FIELD POURED CONCRETE BASE COMPACTED SUBGRADE, REFER TO SPECIFICATIONS ATTACHMENT 1
A
B
C
D
EF
G
H
I
J
K
L 12" x 18" CONCRETE GRADE BEAM NTS 12"
℄ TOOLED RADIUS, TYP., REFER TO SPECIFICATIONS GRADE BEAM SHALL BE ONE POUR WITH FENCE FOOTINGS SET IN BEAM. #4 HORIZONTAL BARS @ 8" SPACING EA. FACE 3" CLR. 42" TALL ORNAMENTAL FENCE POST PER DETAIL A, SHEET D1.3. 18" ADJACENT SURFACE, REFER TO PLANS (2) #4 VERTICAL BARS @ 16"O.C.

MIN. 3'' SPACING

CLEARANCE, TYP
VARIES ,REFER TO GRADING PLAN NOTE: 1. REFER TO EDGEBAND AND TALL CURB NOTES, DETAIL A, SHEET D1.1 FOR ADDITIONAL INFORMATION. 2. ORNAMENTAL GATE POST TO INCLUDE#4 REBAR REINFORCEMENT WITH CONCRETE IN EACH POST. ADJACENT SURFACE

VARIES, REFER TO

GRADING PLAN
2"
GD1.1 DECOMPOSED GRANITE NOTE: 1. USE CURVED DETAIL WHEN RADIUS IS LESS THAN 30' & BOARD LENGTH IS LESS THAN 16' 2. FINISH GRADE OF PLANTING AREA 1" BELOW TOP OF HEADER. 3. TAPER FINISH GRADE TO 1" WITHIN 4'-0" OF HEADER BOARD. 16d GALV. NAILS - TYP. 1x4x24 SPLICE PLATE 2x6 ROUGH SAWN HEADER STAGGERED SPLICES 24" MIN. METAL HEADER 1x2x16 MIN. WOOD STAKE 1X2X16 MIN. WOOD STAKE @ 5'-0" O.C. ALT. SIDES METAL HEADER 16d GALV NAILS-TYP. STAKE TO BE 1" BELOW TOP OF HEADER BOARD SEE NOTE #3 STRAIGHT SECTION PLAN VIEW METAL HEADER BOARD NTS \DETAILS\HEADER BOARD.DWG
CD1.1 CONCRETE PAVING 6" NOTE: 1. CONCRETE PAVING SHALL BE FLUSH WITH TRUNCATED DOMES TOP OF BASE. 4" THICK UNDER DOMES AND 6" EDGE ON OUTSIDE BAND. 2. TRUNCATED DOMES TILE TO BE WET-SET IN CONCRETE PAVING PER MANUFACTURER'S RECOMMENDATIONS.DD1.1 SCOREJOINT TYP. 6"
CD1.1 CONCRETE PAVING VEHICULAR A-A
- SECTION ENLARGEMENT SECTION A-A ENLARGEMENT PEDESTRIAN OR VEHICULAR, REFER TO PLANS FLUSH TRUNCATED DOMES, TYP. ACCORDING TO CALIFORNIA BUILDING CODES PER 1121B.3.1 AND 1133B.8.3, SHALL BE INSTALLED IN AREA WITH 36" MIN. WIDE DETECTABLE WARNING STRIP. REFER TO SPECIFICATIONS AND INSTALL PER MANUFACTURE'S RECOMMENDATIONS. PLAN SECTION TRUNCATED DOMES NTS 0.4" 0.9" 2.35"

0.2" 6" CONCRETE EDGEBAND NTS NOTE: 1. REFER TO EDGEBAND AND TALL CURB NOTES, DETAIL A, SHEET D1.1 FOR ADDITIONAL INFORMATION. 6" 4" 6" ADJACENT SURFACE VARIES, REFER TO PLANS AND SPECIFICATIONS. WHERE CURB IS ADJACENT TO SOIL, PLACE SOIL 1" BELOW EDGEBAND FINISH SURFACE. CONCRETE EDGEBAND WITH MEDIUM BROOM FINISH LENGTHWISE 1 2" TOOLED RADIUS, TYP., REFER TO SPECIFICATIONS ADJACENT SURFACE, REFER TO PLANS #4 REBAR HORIZONTAL CONTINUOUS, CENTERED, TYP. COMPACTED CLASS II AGGREGATE BASE, REFER TO SPECIFICATIONS COMPACTED SUBGRADE, REFER TO SPECIFICATIONS SECTION 6" CONCRETE CURB NTS 8" 6" 11"
1 1
2 " NOTE: REFER TO EDGEBAND AND TALL CURB NOTES, DETAIL A, SHEET D1.1 FOR ADDITIONAL INFORMATION. CONCRETE CURB - MEDIUM BROOM FINISH LENGTHWISE ADJACENT SURFACE PER PLANS. COMPACTED SUBGRADE, REFER TO SPECIFICATIONS #4 HORIZONTAL CONTINUOUS REBAR, TYP. ADJACENT SURFACE PER PLANS WHERE ADJACENT SURFACE IS SOIL, PLACE FINISH GRADE 1" BELOW EDGE OF CURB 1 2" TOOLED RADIUS, TYP. #4 VERTICAL REBARS AT 16" O.C. SPACING WITH STANDARD HOOKS AT EACH END SECTION 6" ASPHALT CURB NTS 4" SECTION 2" 2" 6" ASPHALT CURB ASPHALT PAVING PER PLANS LEVEL LINE SCARIFY ASPHALT SURFACE TO ENSURE ADHERENCE, OR INSTALL 18" REBAR DOWEL @ 5' O.C. ADJACENT SURFACE, REFER TO PLANS DIRECTION OF SLOPE 18" CONCRETE PIECE AT BRIDGE NTS GRADE BEAM PER DETAIL D, THIS SHEET 6" CONCRETE CURB PER DETAIL A, THIS SHEET 42" TALL ORNAMENTAL FENCE POST PER A, SHEET D1.3. 42" TALL ORNAMENTAL FENCE HORIZONTAL RAIL PER A, SHEET D1.3. (E) CONCRETE BRIDGE SURFACE DECORATIVE INTERLOCKING PAVERS NTS ADJACENT SURFACE: REFER TO MATERIAL PLAN 12"x12" EDGE BAND W/ (4) #4 REBAR- CONTINUOUS 18" #5 DOWEL 5" O.C. SECTION #4 REBAR BOTH DIRECTIONS, ALL REBAR TO BE MIN. 3" FROM EDGE OF CONCRETE 1/2" MAX SAND LEVELING COURSE SURFACE SLOPE TO CONFORM TO ADJACENT SLOPE, REFER TO GRADING PLAN UNIT PAVERS: 4" FLAT, 3" VERTICAL 8 1/2" CONCRETE CURB AND GUTTER NTS
12"
8" 12"
6"
3 4
" 6" 3" 4" #4 DOWEL JOINT @ 24" O.C.
1 2" RADIUS 1" RADIUS
1 2" RADIUS ADJACENT SURFACE, REFER TO PLANS COMPACTED CLASS II AGGREGATE BASE, REFER TO SPECIFICATIONS COMPACTED SUBGRADE, REFER TO SPECIFICATIONS CONCRETE WITH LIGHT BROOM FINISH LENGTHWISE 4" 4" 4" #4 HORIZONTAL REBAR, CONTINUOUS, TYP. CONCRETE PAVING WITH THICKENED EDGE. ELEVATION VARIES, REFER TO GRADING PLAN. SECTION 2%MAX.

SLOPE PER
PLAN NOTES: 1. PROVIDE SCORE JOINTS 8' ON CENTER. 2. SJ = SAWCUT JOINT EJ = EXPANSION JOINT REFER TO DETAIL A, SHEET D1.1. CONCRETE SWALE - TYPE 1 - 24" 8" FLUSH FLUSH 12"
℄ 12"
6" 3" TYP.
3 4" CONCRETE SWALE - SECTION CURB, WALL OR EDGEBAND, REFER TO PLANS CONCRETE WITH LIGHT BROOM FINISH LENGTHWISE ADJACENT SURFACE FINISH GRADE, REFER TO PLANS AND SPECIFICATIONS #4 HORIZONTAL REBAR CONTINUOUS, TYP. CLASS II AGGREGATE BASE, REFER TO SPECIFICATIONS FLOW LINE SCUPPER AT CONCRETE CURB NTS 1'-0" TYP. 10'-0" TYP. 6" 6" TYP. PLAN ELEVATION +6" +0" 1'-0" TYP. 15' TYP. CURB CUT ISOMETRIC 24"12" 6" FINISH SURFACE CURB CUTS, TYP. 1 2" TOOLED RADIUS, TYP. A
- 6" CONCRETE CURB
A
- 6" CONCRETE CURB
1 2" TOOLED RADIUS, TYP.

SLOPE PER
PLAN NOTES: 1. PROVIDE SCORE JOINTS 8' ON CENTER. 2. SJ = SAWCUT JOINT EJ = EXPANSION JOINT REFER TO DETAIL D, SHEET D1.1. CONCRETE SWALE - TYPE 2 - 12" 8" FLUSH 6"
℄ 6"
6" 3" TYP.
3 4" CONCRETE SWALE - SECTION CONCRETE WITH LIGHT BROOM FINISH LENGTHWISE ADJACENT SURFACE FINISH GRADE, REFER TO PLANS AND SPECIFICATIONS #4 HORIZONTAL REBAR CONTINUOUS, TYP. CLASS II AGGREGATE BASE, REFER TO SPECIFICATIONS

FLOW LINE CURB OR EDGEBAND, REFER TO PLANS
ATTACHMENT 1
A
B
C
D
EF
G
H
I
J
K
L 6" WHITE PEDESTRIAN CROSSWALK LINE, TYPICAL CROSSWALK STRIPING NTS 6"
1'-0"
12" SPACING, TYPICAL12" WHITE STRIPING, TYPICAL
6" RAISED CROSSWALK ISLAND NTS CROSSWALK STRIPING PER DETAIL I, THIS SHEET 6" CONCRETE CURB PER DETAIL A, SHEET D1.2 6" CONCRETE CURB PER DETAIL A, SHEET D1.2 6"+-, REFER TO
GRADING PLAN8'-0" 8'-0" VARIES, REFER TO LAYOUT PLAN VEHICULAR ASPHALT PAVING PER DETAIL B, SHEET D1.1 SECTION PERSPECTIVE GRADE BREAK GRADE BREAK NO PARKING STRIPING NTS NO PARKING 3'-0", TYP. 4" WHITE STRIPING, TYPICAL
4" WHITE STRIPING, TYPICAL 12" TALL WHITE LETTERING PER CALTRANS STD. PLAN A24E NOTE: PROVIDE RED CURB PAINTING AT ALL CURBING ADJACENT TO STRIPING RED CURB PAINTING RED CURB PAINTING 6" CONCRETE CURB, REFER TO MATERIAL PLAN DOG WASTE STATION NTS DOG WASTE RECEPTACLE PER SPECS RECEPTACLE POST 3'-0" CONCRETE FOOTING
3" 12" ADJACENT SURFACE VARIES, REFER TO PLANS DECORATIVE COMPASS PAVING NTS HD1.2 12" COLORED CONCRETE EDGEBAND (DAVIS COLOR: KAILUA)HD1.2 DECORATIVE INTERLOCKING PAVERS (DAVIS COLOR: KAILUA) TYPICAL CONCRETE COLOR PER SPECSCD1.1 CONCRETE PAVING DD1.1 EXPANSION JOINT, TYP.DD1.1 SCORE JOINT, TYP.
6"
R4'-6" 4" 10"
90°45° NOTE: SUBMIT A CUTSHEET OF THE CONCRETE COLOR AND INTERLOCKING PAVER COLOR TO VERDE FOR REVIEW PRIOR TO CONSTRUCTION TOP OF GRADE BEAM, REFER TO PLANS CUSTOM LENGTH ORNAMENTAL FENCE POST BOTTOM RAIL 2"
MAX. 2" MAX. GRADE BEAM, REFER TO PLANS ELEVATION ORNAMENTAL FENCE AT GRADE BEAM STEP NTS

HEIGHT VARIES,
REFER TO PLANS 42" TALL ORNAMENTAL FENCE PER DETAIL A, THIS SHEET. NEW POST AND FOOTING FOR EXISTING SIGN NTS EXISTING SIGN, REFER TO MATERIAL PLAN FOR LOCATIONS. REMOVE SIGN FROM EXISTING POST AND FOOTING, DEMOLISH POST AND FOOTING. 2" DIA. GALVANIZED STANDARD WEIGHT PIPE CONCRETE FOOTING 7'-0" MIN.

TO BOTTOM
OF SIGN 3'-0"
3" 12" ADJACENT PLANTING AREA, REFER TO PLANS NOTES: 1. SIGN TO BE BOLTED ONTO POST. PROVIDE CONNECTION AT TOP AND BOTTOM OF SIGN THAT DOES NOT OBSCURE LANGUAGE OR GRAPHICS ON FRONT OF SIGN. 2. REFER TO PLANS FOR SIGN LOCATIONS. CONFIRM WITH OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. BIKE RACK , REFER TO SPECIFICATIONS 3' 7' - 7" 6" 1'-6" 1' EQ. EQ. 3" BASE COVER, COLOR: BLACK BOLT DOWN PER MANUFACTURER'S RECOMMENDATIONS FINISH SURFACE, REFER TO MATERIAL PLAN #4 REBAR ANCHOR PIN P.C.C. FOOTING COMPACTED BASE ROCK SUBGRADE COMPACTED AT 90% BICYCLE PARKING RACK NTS ADA PICNIC TABLE NTS REFER TO MANUFACTURER'S RECOMMENDATIONS, TYP. PLAN VIEW 2" 12" 18"
15"
3" PICNIC TABLE, REFER TO SPECIFICATIONS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SECTION VIEW DECOMPOSED GRANITE CONCRETE FOOTING, TYP. FINISHED SURFACE/ DECOMPOSED GRANITE, REFER TO PLANS POST CAPS PERMANENTLY FASTENED TYP. LINE, END & CORNER POST TYP. U CHANNEL RAIL, TYP. REFER TO SPECIFICATIONS 1" SQUARE PICKETS TYP., REFER TO SPECIFICATIONS INDUSTRIAL BRACKET TYP., REFER TO SPECIFICATIONS 42" TALL ORNAMENTAL FENCE NTS FINISHED SURFACE, REFER TO PLANS NOTES: 1. FENCE TO BE STEEL AEGIS II MAJESTIC 3-RAIL MODEL WITH DECORATIVE RINGS AND FLUSH BOTTOM RAIL AS SHOWN. USE UNIVERSAL BOULEVARD BRACKETS 2. LINE/END POSTS SHALL BE 12 GAUGE 3" SQ. POSTS. EMBED #4 REBAR WITH CONCRETE IN EACH POST. 3. ORNAMENTAL FENCING POWDER COATED WHITE, REFER TO SPECIFICATIONS.

DD1.2 CONCRETE GRADE BEAM SECTION 4" MAX. CLR 6'-0" MAX. 42" MAX.

REFER TO PLANS
2" FUNDING PLAQUES NTS NOTE: 1. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR FUNDING PLAQUES. PLAQUES TO BE CAST BRONZE, 5/16" THICK. NO OTHER SPECIFICATIONS ARE PROVIDED BEYOND THIS DETAIL. 2. CONTRACTOR TO INSTALL PLAQUES AT LOCATIONS DETERMINED BY THE ENGINEER. 2/3"
Project made possible in part by funding
from the County of Santa Clara
Project made possible in part by funding from the State of California Department of Parks and Recreation 1'-6" 6" 1'-6"6"
1/2" 1/2"
2/3" RAISED BRONZE BORDER. BRUSHED FINISH RECESSED BLACK BACKGROUND 2/3" TALL RAISED BRONZE TEXT. FONT TO BE CALISTO MT OR APPROVED EQUAL RAISED BRONZE BORDER. BRUSHED FINISH RECESSED BLACK BACKGROUND 2/3" TALL RAISED BRONZE TEXT. FONT TO BE CALISTO MT OR APPROVED EQUAL ATTACHMENT 1
1'-0"
8"
1'-3"
21'-7"
1'-0"
1'-0"
90°
B
C
AD
E
F
G
H
I
J

K DRIVEWAY NTS
AD1.2 CONCRETE CURB
6' CURB HEIGHT, SIDEWALK, AND SWALE

TRANSITION
6' CURB HEIGHT AND

SIDEWALK

TRANSITION
B D1.2 CONCRETE EDGEBAND
B
- CURB RAMP
B
- CURB RAMP
E D1.2 CONCRETE CURB AND GUTTER
F D1.2 CONCRETE SWALE TYPE 2 - 12"
GD1.1 DECOMPOSED GRANITE
BD1.1 ASPHALT PAVING
DD1.1 EXPANSION JOINT, TYP.

DD1.1 SCORE JOINT, TYP.

CD1.1 CONCRETE PAVING, TYP. CONFORM TO (E) DRIVEWAY
7'-0"

7.5% MAX

7.5% MAX
F D1.2 CONCRETE SWALE TYPE 2 - 12" CURB RAMP NTS

7.5 %
MAX
4'-2"
MIN. CLR. 1.5 % MAX
L D1.2 TRUNCATED DOMES SIDEWALK, REFER TO PLANS
CD1.1 CONCRETE PAVING CONCRETE CURB, GRADE BEAM, OR TRANSITION, REFER TO PLANS NOTE: 1. PROVIDE DOWEL JOINT AT CURB AND ADJACENT PAVING. 2. CONTRACTOR TO REPAIR ADJACENT SURFACE AFFECTED BY RAMP WORK, REFER TO PLANS PERPENDICULAR RAMP

1.5 %
MAX
6"
3'-0" 1.5% MAX 4'-2" MIN DECORATIVE WOOD PANEL ADJUSTMENTS AD1.2 6" CONCRETE CURB
DD1.2 12" x 18" CONCRETE GRADE BEAM
AD1.2 6" CONCRETE CURB
AD1.3 42" TALL ORNAMENTAL FENCE
CD1.1 CONCRETE PAVING RELOCATED ENTRY PANELS REMOVE SHRUBS AS NEEDED ENTRY PANEL TO REMAIN AD1.3 42" TALL ORNAMENTAL FENCE RELOCATE ENTRY PANELS TO DISTANCE SHOWN. "EXIT ONLY" SIGN TO REMAIN ON PANEL. NOTE: CONTRACTOR TO RELOCATE AND REPOWER EXISTING ELECTRICAL EQUIPMENT ON ENTRY PANEL EXISTING CAMERA TO REMAIN VEHICULAR AC PAVING PER B, D1.1 VEHICULAR AC PAVING PER B, D1.1 SHORTEN AND ADJUST EXISTING PANELS AS NEEDED EXISTING CAMERA TO REMAIN AND BE PROTECTED NOTE: EXISTING ELECTRICAL EQUIPMENT ON ENTRY PANEL TO REMAIN AND BE PROTECTED REMOVE EXISTING GATE LEAF EXISTING GATE PANEL TO REMAIN IN PLACE DEMOLISH AND REMOVE EXISTING ENTRY PANELS EXISTING CAMERA TO REMAIN AND BE PROTECTED EXISTING GATE PANEL TO BE RELOCATED PER DETAIL I BELOW DEMOLISH AND REMOVE EXISTING ENTRY PANELS DEMOLISH AND REMOVE EXISTING RUN OF ENTRY PANEL END POST REMAINING FENCE PANELS TO BE SHIFTED AS SHOWN BELOW DETAIL F BELOW (ENTRANCE) DECORATIVE WOOD PANEL ADJUSTMENTS (EXIT) DECORATIVE WOOD PANEL DEMOLITION (ENTRANCE) DECORATIVE WOOD PANEL DEMOLITION (EXIT) EXISTING 24/7 VIDEO RECORDING & LICENSE PLATE MONITORING SIGN TO REMAIN IN PLACE DD1.2 12" x 18" CONCRETE GRADE BEAM RELOCATED DECORATIVE PANELS ATTACHMENT 1
A
B
C
D
EF
G
H
I
J
K
2"
3" MIN.

VALVE BOX W/ BOLT-DOWN LID, REFER TO SPECIFICATIONS FINISH GRADE, REFER TO PLANS FOR MATERIAL AND REFER TO SPECIFICATIONS FOR COMPACTION. CONTROL WIRE - PROVIDE A THREE FOOT EXPANSION COIL AT EACH WIRE CONNECTION IN VALVE BOX. WATERPROOF WIRE CONNECTION PVC SCHEDULE 80 SxT COUPLING PVC LATERAL LINE PVC SCHEDULE 80 UNION EACH SIDES OF VALVE PVC SCHEDULE 80 TxT NIPPLES (LENGTHAS REQUIRED), TYP.

COMMON BRICK (4 MIN.)
3 4" DRAIN ROCK, 12" MIN. DEPTH LOW VOLTAGE WIRES PVC ELBOW VALVE BOX EXTENSION AS REQUIRED PVC MAIN LINE PVC TEE OR ELBOW (TYP.) PVC MAIN LINE (TYP.), REFER TO LEGEND FOR DEPTH COMPACTED BACKFILL, REFER TO SPECIFICATIONS REMOTE CONTROL VALVE NTS NOTE: VALVE TO HAVE 3" MIN. CLEARANCE FROM LID BOTTOM TO TOP OF VALVE STEM HANDLE. SECTION GATE VALVE - 2" AND SMALLER NTS PVC SCHEDULE 80 UNION, EACH SIDE OF VALVE 6" 3"
CLR.

MIN. NOTE: VALVE TO HAVE 3" MIN. CLEARANCE FROM LID BOTTOM TO TOP OF 10" SLEEVE. 2" MIN. 10" ROUND VALVE BOX WITH BOLT-DOWN LID, REFER TO SPECIFICATIONS FINISH GRADE - SEE PLANS 10" DIA. PVC CLASS 200 PIPE SLEEVE (LENGTH AS REQUIRED) BRONZE GATE VALVE PVC SCHEDULE 80 TxT NIPPLE (LENGTH AS REQUIRED) COMMON BRICKS (4 MIN.) PVC SCHEDULE 80 TxT NIPPLE (LENGTH AS REQUIRED) PVC SCHEDULE 80 SxT COUPLING COMPACTED BACKFILL, REFER TO SPECIFICATIONS 3 4" DRAIN ROCK, 12" MIN. DEPTH
MAIN LINE (TYP.) UNDISTURBED SOIL SECTION QUICK COUPLER VALVE - IN LANDSCAPE NTS NOTE: VALVE TO HAVE 2" MIN. CLEARANCE FROM LID BOTTOM TO TOP OF VALVE CAP. CONFORM 2" PVC SCHEDULE 40 ELL (SxT) OR TEE
(SxSxT) PVC MAIN LINE PVC SCHEDULE 80 NIPPLE (12" MAX.) COMPACTED BACKFILL, REFER TO SPECIFICATIONS COMMON BRICK (4 MIN.) 3 4" DRAIN ROCK, 12" MIN. DEPTH PVC SCHEDULE 80 ELBOWS PVC SCHEDULE 80 RISER (6" MIN. LENGTH) (2) 1"x1"x30" ANGLE IRON WITH(3) STAINLESS STEEL HOSE CLAMPS QUICK COUPLER VALVE PER IRRIGATION LEGEND 10" ROUND VALVE BOX WITH BOLT-DOWN LID, REFER TO SPECIFICATIONS SECTION FINISH SURFACE, REFER TO PLANS IRRIGATION PIPE TRENCHING NTS 6"
24"
18" 3" MIN. TYP. 3" MIN.
30"
6" SECTION - TRENCHING WITHIN PLANTING AREAS
12"
6" TRENCHING UNDER PAVEMENT AS NECESSARY AS NECESSARY
2" LATERAL LINE LOW VOLTAGE WIRING (TYP.) TAPE AND BUNDLE WIRE AT 10' INTERVALS DETECTION / LOCATOR TAPE WITH TRACER WIRE, TYP. FINISH GRADE SOIL LATERAL LINE DOMESTIC WATER LINE 12" FOR NON POTABLE AND DOMESTIC WATER LINES FLOW SENSOR WIRING IN 1" SCH. 80 PVC CONDUIT, IF APPLICABLE MAIN LINE (TYP.) PAVING - SEE PLANS SNAKE ALL LATERAL PIPE IN TRENCHES DETECTION / LOCATOR TAPE WITH TRACER WIRE IRRIGATION PIPES AND LOW VOLTAGE WIRING IN SLEEVE (TYP.) COMPACTED NATIVE SOIL TRENCH BACKFILL, REFER TO SPECIFICATIONS FLOW SENSOR WIRING IN 1" SCH. 80 PVC CONDUIT (TYP.) SLEEVE (TYP.) ELL CROSS TEE NOTES: 1. SUPPLY LINES 3" DIA. AND LARGER OR GATE VALVES 2 1 2" OR LARGER SHALL RECEIVE CONCRETE THRUST BLOCKS. 2. MIN. THRUST BLOCK AREAS ARE BASE ON A SOIL BEARING CAPACITY OF 3,000 LBS/SF. 3. THRUST BLOCK SHALL EXTEND INTO UNDISTURBED SOIL. 4. CONCRETE SHALL NOT COVER FITTING JOINTS. 5. MAIN LINE PIPING 4" AND LARGER SHALL HAVE DUCTILE IRON FITTINGS WITH JOINT RESTRAINTS INSTALLED AT ALL FLOW DIRECTION CHANGES (CONCRETE THRUST BLOCK NOT REQUIRED). MINIMUM THRUST BLOCK AREA (LxW) PIPE SIZE 2" 3" IRRIGATION PIPE TEE, DEAD END, 90 BEND 1 SF 2 SF .5 SF 1 SF 45 ,22.5 45 ELL 45 ELL (VERTICAL) 1' MIN 1' MIN THRUST BLOCK AREA (LxW)
A
1' MIN SECTION A THRUST BLOCK NTS PIPE (TYP.)
UNDISTURBED SOIL (TYP.) #3 REBAR BENT AROUND FITTING (TYP.)FITTING (TYP.) CONCRETE THRUST BLOCK (TYP.) COMPACTED BACKFILL (TYP.), REFER TO SPECIFICATIONS VALVE BOX LAYOUT WITH GLOBE VALVES NTS 12" TYP. TURF / MULCH SIDE 4'-0"
12"
TYP. ROUND ISOLATION VALVE BOX MAIN LINE ROUND GATE VALVE BOX RECTANGULAR VALVE BOX, TYP. LATERAL LINE ROUND QUICK COUPLER VALVE BOX ALIGN EDGE OF CONCRETE WALK, MOWBAND, EDGEBAND OR WOOD HEADER NOTES: 1. CENTER BOXES OVER VALVES. 2. ENSURE UNIONS ARE ACCESSIBLE. 3. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. 4. TOP OF BOXES SET IN TURF SHALL BE FLUSH WITH TURF FINISH GRADE. 5. ALL CONTROL VALVE BOXES WITHIN A MANIFOLD ARE TO BE THE SAME SIZE AS THE LARGEST BOX NECESSARY FOR THE LARGEST CONTROL VALVE. PLAN

DEPTH OF

PLANTING
PIT COMPACTED TRENCH BACKFILL 3" MULCH, REFER TO SPECIFICATIONS FINISH GRADE, REFER TO PLANS 4" DIA. PERFORATED PIPE GRATE 1 2" STAINLESS STEEL LOCK SCREW RAIN BIRD FLOOD BUBBLER / 4" DIA. PERFORATED DRAIN PIPE ASSEMBLY WITH SOCK FLOOD BUBBLER ON SCHEDULE 80 NIPPLE 3 4" DRAIN ROCK PLANTING BACKFILL MIX, REFER TO SPECIFICATIONS PROVIDE A 4" MIN. - 6" MAX. SLOT TO ALLOW FOR SETTLEMENT WRAP OPENING W/ 2 LAYERS OF DRAINAGE CLOTH. LATERAL LINE WITH 'T' TREE BUBBLER WELL NTS PLAN VIEW TREE RAIN BIRD FLOOD BUBBLER / 4" DIA. PERFORATED DRAIN PIPE ASSEMBLY WITH SOCK TREE ROOT BALL I.P.S. FLEX HOSE PVC LATERAL LINE WITH 'T' NOTE: 1. BUBBLERS ARE REQUIRED FOR TREES IN LAWN AND SHRUB AREA. TWO BUBBLERS PER TREE ARE TO BE PLACED ON OPPOSITE SIDES OF ROOTBALL. ORIENT BUBBLERS 180 FROM EACH OTHER. TRUNK TO BUBBLER SPACING SIZE SPACING 15 GALLON TREE 15" 24" BOX TREE 20" 36" BOX TREE 25" SECTION PLAN CONTROL WIRE CONNECTION NTS NOTE: MAXIMUM WIRE SIZES PER CONNECTOR ARE (3) - #14'S OR (2) - #12'S. STEP 3: INSERT SPLICE TO BOTTOM OF GEL-FILLED TUBE. CHECK TO MAKE SURE CONNECTOR HAS BEEN PUSHED PAST LOCKING FINGERS AND IS SEATED AT BOTTOM OF TUBE. STEP 2: APPLY SCOTCHLOK Y SPRING CONNECTOR IN A CLOCKWISE DIRECTION. STEP 4: POSITION WIRES IN WIRE CHANNELS AND CLOSE INSULATOR TUBE COVER. STEP 1: STRIP WIRES 1 2" FROM ENDS. POP UP AND SWING JOINT NTS
. FINISH GRADE, REFER TO PLANS SIDEWALK, CURB, MOW BAND, HEADERBOARD, ETC. REFER TO PLANS POP-UP SPRAY HEAD MARLEX STREET ELLS FLEX SWING JOINT POLY PIPE - 12" MIN. LENGTH PVC SCHEDULE 40 90 ELL (SxT) OR TEE (SxSxT) PVC LATERAL LINE 1" IN TURF AREA SECTION MIN. 2X ROOTBALL DIAMETER TREE PLANTING NTS (2) 2" DIA., 10' LONG TREATED LODGEPOLE PINE STAKE OUTSIDE ROOTBALL. CUT STAKE 2" BELOW LOWEST BRANCH AND INSTALL IN LINE WITH PREVAILING WINDS. (2) SETS OF REINFORCED RUBBER TIRE TREE STRAPS, TIED IN A FIGURE '8' STYLE. NAILS FLUSH TO STAKE SURFACE AND SECURED AT LOWEST POINT NECESSARY TO HOLD TUBE UPRIGHT. ROOTBALL - PLANT 2" ABOVE GRADE BACKFILL MIX - REFER TO SPECIFICATIONS 3" HIGH BERM - NON-TURF AREAS ONLY 3" MULCH LAYER - STOP AT EDGE OF PIT IN TURF AREAS UNDISTURBED EXISTING SOIL PLANT TABLETS PLACED 1" FROM ROOTBALL 1/3 DEPTH OF PLANT PIT, REFER TO SPECIFICATIONS ROOT BARRIER, IF SPECIFIED, REFER TO PLANS THOROUGHLY SCARIFY PLANT PIT WALLS 2/3 LENGTH

OF STAKE
1/3 LENGTH

OF STAKE SECTION
ATTACHMENT 1
B
A
C
D
EF
G
H
I NOTE: INSTALL BUBBLER ON UP HILL SIDE OF PLANT WHERE APPLICABLE. 2X ROOTBALL DIAMETER 18" SHRUB PLANTING WITH BUBBLER - INLINE NTS FINISH GRADE ROOTBALL - PLANT 1" ABOVE GRADE SHRUB BUBBLER, AS SPECIFIED, WITH MARLEX ELL - LAY FLAT AND SECURE TO SOIL, UNDER MULCH, WITH STEEL STAPLE TO KEEP FLAT 3" SOIL WATERING BERM AT OUTSIDE OF PLANTING PIT BUBBLER TO ROOTBALL IN OPPOSING ROW OF SHRUBS, REFER TO PLANS 1 2" POLY FLEX PIPE (LENGTH AS REQUIRED) KING BRO SCV-MF SERIES CHECK VALVE (TxT) AND PVC TO POLY PIPE ADAPTER 1 2" PVC SCHEDULE 40 TEE (SxSxT) OR ELL
(SxT) AT IRRIGATION LATERAL LINE
PLANT TABLETS, PLACED 1" FROM ROOTBALL, 1
3 THE DEPTH OF PLANT PIT UNDISTURBED EXISTING SOIL PLANTING BACKFILL MIX (REFER TO SPECIFICATIONS) SCARIFY PIT WALLS SECTION SHRUB PLANTING WITH BUBBLER - END NTS NOTE: INSTALL BUBBLER ON UP HILL SIDE OF PLANT WHERE APPLICABLE. 2X ROOTBALL DIAMETER . FINISH GRADE 3" SOIL WATERING BERM AT OUTSIDE OF PLANTING PIT PLANTING BACKFILL MIX (SEE SPECIFICATIONS) ROOTBALL - PLANT 1" ABOVE GRADE SHRUB BUBBLER, AS SPECIFIED, WITH MARLEX ELL - LAY FLAT AND SECURE TO SOIL, UNDER MULCH, WITH STEEL STAPLE TO KEEP FLAT UNDISTURBED EXISTING SOIL SCARIFY PIT WALLS PLANT TABLETS, PLACED 1" FROM ROOTBALL, 1/3 THE DEPTH OF PLANT PIT 1 2" PVC SCHEDULE 40 TEE (SxSxT) OR ELL
(SxT) AT IRRIGATION LATERAL LINE KING BRO SCV-MF SERIES CHECK VALVE (TxT) AND PVC TO POLY PIPE ADAPTER 1 2" POLY FLEX PIPE (LENGTH AS REQUIRED) REFER TO PLANS SECTION 6' CHAIN LINK TREE PROTECTION FENCE NTS ATTACHMENT 1
A
B
C
F
E
G
DH
I NOTE: INSTALL A "SCOTCHLOCK BY 3M#1234" EMS DEVICE IN THE VALVE BOX TO FACILITATE DETECTION BY A METAL DETECTOR. 2"
4" MIN.
2"
4" MIN. FINISH GRADE DECODER-TO- SOLENOID 200' MAX. TO SPRINKLERS TWO WIRE PATH TO NEXT DECODER TWO-WIRE PATH (FROM CONTROLLER) ALLOW 5 FEET TOTAL SLACK PER DECODER SOLENOID WIRE IN DBY WATERPROOF CONNECTORS (2) TWO VALVE DECODER FINISH GRADE DBY-6 600V WATERPROOF CONNECTOR (4) CONTROL VALVE BOX WITH BOLT DOWN LID 6" ROUND PLASTIC VALVE BOX WITH BOLT DOWN LID DEC-SGDECODER - LINE SURGE PROTECTOR TO EARTH GROUND HARDWARE (PLATE, ROD, OR COMBINATION) GROUND EVERY 500FT. INSTALL PLATE OR ROD AT LEAST 4' FROM LINE SURGE PROTECTOR, AND AS PER MANUFACTURER'S INSTRUCTIONS COMMON BRICKS (4 MIN.) FINISH GRADE AD2.1 REMOTE CONTROL VALVE
2"
MIN. EXAMPLE OF DECODER WIRING NTS
AD2.1 REMOTE CONTROL VALVE SECTION SOLENOID WIRE IN DBY WATERPROOF CONNECTORS (2) CONTROL VALVE BOX WITH BOLT DOWN LID FLOW DRIP ZONE REMOTE CONTROL VALVE ASSEMBLY NTS 2" MIN. NOTE: VALVE TO HAVE 3" MIN. CLEARANCE FROM LID BOTTOM TO TOP OF VALVE STEM HANDLE. REMOTE CONTROL VALVE VALVE BOX WITH BOLT-DOWN LID, REFER TO SPECIFICATIONS DISC FILTER PRESSURE REDUCER PVC OR POLY LATERAL LINE COMMON BRICK (4 MIN.) 1"x 3 4" SCHEDULE 40 BUSHING TxT PVC MAIN LINE
3 4" DRAIN ROCK, 12" MIN. DEPTH COMPACTED BACKFILL, REFER TO SPECIFICATIONS UNDISTURBED SUBGRADE SECTION AIR / VACUUM RELIEF (PLUMBED TO DRIPLINE) NTS FINISH GRADE AIR/VACUUM RELIEF VALVE 3 4"M x 1
2"F REDUCTION BUSHING DRIPLINE TUBING 180-DEGREE 2-WAY ADAPTER TEE COMMON BRICK (3 MIN.) COMPACTED SUBGRADE 3/4" DRAIN ROCK, 12" MIN. DEPTH 6" ROUND VALVE BOX SECTION DRIP TUBING - CURVED AREA LAYOUT NTS MF NOTE: DRIP ZONE AREAS TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND DETAILS. CONTRACTOR TO COORDINATE WITH LOCAL MANUFACTURER'S REPRESENTATIVE THROUGHOUT INSTALLATION. .
.

C
- MANUAL FLUSH VALVE AREA PERIMETER DRIP TUBING 24" O.C. ROW SPACING MAX., TYP. PERIMETER LATERALS 2"-4" FROM EDGE START CONNECTION MALE ADAPTER AND TEE START CONNECTION MALE ADAPTER AND TEE A2.1 REMOTE CONTROL VALVE AND FILTER PLAN AF AF AFAR AR NOTE: DRIP ZONE AREAS TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND DETAILS. CONTRACTOR TO COORDINATE WITH LOCAL MANUFACTURER'S REPRESENTATIVE THROUGHOUT INSTALLATION. DRIP TUBING - ISLAND LAYOUT NTS TECHLINE START CONNECTION MALE ADAPTER SUPPLY HEADER ISLAND PERIMETER TECHLINE TEE TECHLINE ELL AIR/VACUUM RELIEF VALVE PLUMBED TO TECHLINE AT EACH HIGH POINT (TYP) AUTOMATIC FLUSH VALVE PLUMBED TO TECHLINE (TYP) A
- REMOTE CONTROL VALVE AND FILTER PLAN AR LINE FLUSHING VALVE 1"
. NOTES: 1. CONTRACTOR TO SELECT PLASTIC VALVE BOX WITH LOCKING LID THAT WILL PROVIDE 3" MINIMUM CLEARANCE ON ALL SIDES OF VALVE. 2. DRIP ZONE AREAS TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND DETAILS. CONTRACTOR TO COORDINATE WITH LOCAL MANUFACTURER'S REPRESENTATIVE THROUGHOUT INSTALLATION. MANUAL FLUSH VALVE NTS 2"
MIN. FINISH GRADE, REFER TO PLANS DRIP TUBING 3/4" DRAIN ROCK, 12" MIN. DEPTH COMMON BRICK (4 MIN.) COMPACTED SUBGRADE, REFER TO SPECIFICATIONS REFER TO MANUFACTURER'S RECOMMENDATIONS VALVE BOX SECTION DRIP LINE - IRREGULAR AREAS: TRIANGULAR NTS NOTE: DRIP ZONE AREAS TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND DETAILS. CONTRACTOR TO COORDINATE WITH LOCAL MANUFACTURER'S REPRESENTATIVE THROUGHOUT INSTALLATION.

A
- REMOTE CONTROL VALVE AND FILTER AUTOMATIC FLUSH VALVE PLUMBED TO PVC OR POLY SUPPLY HEADER AREA PERIMETER AIR/VACUUM RELIEF VALVE (PLUMBED TO TECHLINE AT EACH HIGH POINT) BLANK DRIPLINE CENTERED ON MOUND OR BEAM TECHLINE TEE TECHLINE DRIPLINE EXHAUST HEADER TECHLINE START CONNECTION MALE ADAPTER PLAN TRIANGULAR SPACING DIAGRAM NTS EQUAL TRIANGULAR SPACING REQUIRED BETWEEN PLANTS. REFER TO PLANT LEGEND FOR ON-CENTER (O.C.) SPACING.

EQ EQ DISTANCE FROM EDGE OF PLANTER TO CENTER OF PLANT TO BE XX EDGE OF PLANTING AREA PLAN ATTACHMENT 1
2321389.1 14537.002 Page 2 of 15 Rev. 8/2019
recreational opportunities in the park; to provide an accessible picnic area and additional pathway improvements, landscaping and other site amenities.

NOW, THEREFORE, in consideration of the mutual promises, covenants and conditions herein, the County and Project Applicant agree as follows:

SECTION I. PROJECT APPLICANT RESPONSIBILITIES

1. Project Applicant, at Project Applicant’s sole cost and expense, will perform or cause to be performed in the attached Scope of Work, and the Project Applicant shall act promptly and without delay with respect to such matters in relation to the Project. In performing the Project, the Project Applicant will:
a. Prepare all environmental documents and take all other actions required for approval and completion of the Project pursuant to the California Environmental Quality Act and any rules and/or regulations promulgated thereunder.
b. Secure all approvals by government agencies required for completion of the Project.
c. Publicly acknowledge the Grant by providing a plaque permanently affixed to the Project, or on a prominent location on the Project site, visible to the public. The acknowledgement credit shall read: “Project made possible in part by funding from the County of Santa Clara.” Project Applicant will obtain County review and approval of the plaque/sign prior to manufacture and installation.
d. Publicly acknowledge the Grant by giving credit to the County in projectrelated materials including newsletters, brochures, and internet messages. e. Submit a Project progress report to the County no later than November 1 and May 1 of each year, until the Project is completed and reimbursement received.
f. Provide any requested documentation about the Project to the County for review before construction work begins in order to ensure that the proposed Project is consistent with the purposes of mitigating the adverse effect on recreational opportunities for existing or new development approved by the 2000 Stanford University General Use Permit. g. Comply with the following conditions for the grant funding as approved by the Board of Supervisors:
i. Expend Grantee Cash Contribution
ATTACHMENT 2
28 Bond Act Sign
A sign acknowledging the California Drought, Water, Parks, Climate, Coastal Protection, and Outdoor Access for All Act of 2018 as the funding source for the project must be installed during construction and at completion (PRC §80001(b)(3)). If appropriate, the same sign can be used during construction and completion.

Sign requirements
The sign must be available during construction, at the final inspection of the PROJECT, and remain in place for a minimum of four (4) years from date of PROJECT completion.

There is no minimum or maximum size other than the minimum size for the logo, as long as the sign contains the required wording.

Sign Language
All signs must contain the following language:

GAVIN NEWSOM, GOVERNOR
Wade Crowfoot, Secretary for Natural Resources
Armando Quintero, Director, California Department of Parks and Recreation Use the names of the current officials. The name of the director of the local agency or other governing body may be added. The sign may also include names (and/or logos) of other partners, organizations, individuals and elected representatives.

Logo
All signs must display the Parks and Water Bond Act. Display the logo to maximize visibility and durability.

Logo Artwork:
• Proposition 68 [JPG]
• Proposition 68 [PDF]
• Proposition 68 [PNG]
Sign Construction
All materials used shall be durable and resistant to the elements and graffiti.

Sign Cost
The cost of the sign(s) is an eligible PROJECT cost. Permanent signage is encouraged.

Appropriateness of Signs
For projects where the required sign may be out of place or affected by local sign ordinances, OGALS may authorize a sign that is more appropriate to the project.

State Approval
GRANTEE shall submit the proposed number, locations, size, and language of signs for preliminary review. Final payments will not be processed until post completion signage has been approved and installed.

ATTACHMENT 2
Holbrook-Palmer Park Verde Design
Town of Atherton Job# 1612500
Statement of Probable Construction Costs Prepared By: MK Reviewed By: DM
Bid Submittal
Quantity Unit Unit Cost Extension

1. Demolition
Clear and Grub 34,916 sf $1.00 $34,916.00
Hardscape Demolition 24,368 sf $1.25 $30,460.00
Relocate Existing Site Furnishings 1 ls $2,500.00 $2,500.00 Relocate Existing Entry Panels 1 ls $3,500.00 $3,500.00 Demolish Existing Fencing 360 lf $6.00 $2,160.00
Sawcut Paving 1,500 lf $5.00 $7,500.00
Tree Removal 4 ea $1,500.00 $6,000.00
Tree Protection 62 ea $500.00 $31,000.00
$118,036.00

2. Grading
Rough Grading & Fine Grading 59,284 sf $1.20 $71,140.80 Waste Off Haul 1,098 cy $55.00 $60,381.85
$131,523.00

3. Hardscape
Asphalt Paving - Vehicular 7,700 sf $8.00 $61,600.00
Colored Concrete Paving - Pedestrian 532 sf $16.00 $8,512.00 Decorative Compass Paving 63 sf $18.00 $1,134.00
Concrete Paving - Pedestrian 604 sf $13.00 $7,852.00
Raised Asphalt Island Crosswalk 1,506 sf $10.00 $15,060.00 Decorative Pavers 1,062 sf $24.00 $25,488.00
6" Concrete Edgeband 644 lf $40.00 $25,760.00
6" Concrete Curb 697 lf $60.00 $41,820.00
12" Concrete Edgeband 270 lf $60.00 $16,200.00
Concrete Grade Beam 202 lf $140.00 $28,280.00
Concrete Swale - Type 1 135 lf $65.00 $8,775.00
Concrete Swale - Type 2 37 lf $60.00 $2,220.00
Concrete Curb and Gutter 236 lf $50.00 $11,800.00
Asphalt Curb 215 lf $35.00 $7,525.00
Truncated Domes 250 sf $75.00 $18,750.00
Stabilized Decomposed Granite Paving 13,940 sf $6.00 $83,640.00 Crosswalk and Parking Striping 1 ea $6,000.00 $6,000.00 Metal Header 2,900 lf $16.00 $46,400.00
42" Tall Decorative Metal Fence at Entrance 202 lf $150.00 $30,300.00 $416,816.00

4. Site Furnishings
Bike Rack 2 ea $800.00 $1,600.00
Dog Station 2 ea $600.00 $1,200.00
Trash and Recycling Receptacle 6 ea $2,000.00 $12,000.00 ADA Picnic Tables 3 ea $4,000.00 $12,000.00
Park Benches 4 ea $1,500.00 $6,000.00
$32,800.00

5. Utility Improvements
6" Storm Drain Line 175 lf $60.00 $10,500.00
Catch Basin - 18" 1 ea $2,000.00 $2,000.00
Catch Basin - 24" x 24" 2 ea $3,000.00 $6,000.00
$18,500.00
November 1, 2022

VERDE DESIGN
2455 The Alameda, Suite 200 Santa Clara, California 95050 T: 408 985 7200 • F: 408 985 7260 verdedesigninc.com 1 of 2 ATTACHMENT 3

6. Irrigation
Drip Zone 18150 sf $5.00 $90,750.00
Shrub Bubbler Assemblies - 1 per shrub 24 ea $150.00 $3,600.00 Tree Bubbler Assemblies - 2 per tree 58 ea $200.00 $11,600.00 Rotors 28 ea $150.00 $4,200.00
Remote Control Valves 20 ea. $500.00 $10,000.00
Gate Valves 12 ea. $400.00 $4,800.00
Quick Coupler in Softscape 9 ea. $500.00 $4,500.00
Main Lines 442 lf $15.00 $6,630.00
Lateral Lines 2166 lf $10.00 $21,660.00
P.O.C. 6 ea. $2,000.00 $12,000.00
$169,740.00

7. Landscape
Trees - 15 Gal 10 ea $400.00 $4,000.00
Trees - 24" Box 16 ea $800.00 $12,800.00
Trees - 36" Box 3 ea $3,000.00 $9,000.00
Ground Cover Shrubs - 1 Gal 902 ea $25.00 $22,550.00
Large Shrubs - 5 Gal 32 ea $100.00 $3,200.00
Large Shrubs - 15 Gal 11 ea $200.00 $2,200.00
Large Shrubs - 24" Box 1 ea $250.00 $250.00
Mulch 5,894 sf $1.00 $5,894.00
Fine Grading 17,869 sf $0.75 $13,401.75
Soil Prep 17,869 sf $0.75 $13,401.75
$86,698.00
Subtotal $974,113.00
Survey, Permits, Traffic, SWPPP, etc. - 3% $29,223.00
Bonding 2% $19,482.00
Mobilization & Project Management 10% $97,411.00
Design Contingency 5% $48,706.00
Construction Contingency 8% $77,929.00
Bidding Contengency 5% $48,706.00
Total - Bid Submittal $1,295,570.00
Fire Hydrant (Not Bid)
Fire Hydrant Relocation (with Cal Water) 2 ea $21,000.00 $42,000.00 $42,000.00
Notes: 1) Design contingency is for further development of design and compensates for unknown elements. We will eliminate as we move to Bid Documents.
2) Bidding contingency is provided due to an unstable bidding environment and accelerated material price increases. This may be removed as proceed into the project bidding phase.
3) Construction Contingency is provided to cover for site conditions and additional work not anticipated for upgrades. 4) In Providing opinions of probable construction cost, the Client understands that the Landscape Architect has no control over costs or the price of labor equipment or materials, or over the Contractor's method of pricing, and that the opinions of probable construction costs provided herein are to be made on the basis of the Landscape Architect's qualifications and experience. The Landscape Architect makes no warranty, expressed or implied, as to the accuracy of such opinions as compared to bid or actual costs.

VERDE DESIGN
2455 The Alameda, Suite 200 Santa Clara, California 95050 T: 408 985 7200 • F: 408 985 7260 verdedesigninc.com 2 of 2 ATTACHMENT 3

HOLBROOK PALMER PARK ACCESS AND

CIRCULATION IMPROVEMENTS PROJECT

CITY COUNCIL STUDY SESSION
DECEMBER 7, 2022
Holbrook Palmer Park Access and
Circulation Review and Feedback
§Project Layout and Elements
§Project Funding Signage
§Style
§Sizing
§Location
§Bid Alternates
Layout – Hardscape and Planting 1
Layout – Hardscape and Planting 2
Contractor Laydown Area
Entrance and Exit Areas
Decorative Fencing
Project Funding Signage
Grants require signage recognizing our funding
partnerships:
◦ California Parks and Recreation Department
◦ Santa Clara County (Stanford Mitigation Fund)
Signage is required during and post construction
Project Funding Signage Requirements
California Parks and Recreation Department:

Project Funding Signage Requirements
Santa Clara County (Stanford Mitigation Fund)
Signage Sample 1
California Parks and Recreation Department:

Signage Sample 2
Santa Clara County (Stanford Mitigation Fund):

Preliminary Cost Estimates
§ Complete Project: +/-$1,330,000
§ Alternates:
§ Defer installation of site furnishings
§ Defer specific areas of irrigation and/or planting
§ Defer installation of ornamental fencing at the entrance and exit driveways
§ Other

Atherton City CouncilDecember 7, 2022

Atherton City Council
December 7, 2022