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Home My WebLink AboutZoning Administrator Hearing 2024-11-20-24 Agenda PacketZoning Administrator Hearing Wednesday, November 20, 2024 10:00 AM Join In-Person Meeting: Community Development Small Meeting Room, San Rafael City Hall 1400 Fifth Avenue, 3rd Floor, San Rafael, CA 94901 Zoom Website/App: http://tinyurl.com/ZA-Hearing-2024 or Telephone: (669) 444-9171 Webinar ID: 827 0869 6241# Agenda 1. 38 Gary Place, Use Permit – PLAN24-043/UP24-007 Request for a Use Permit to operate a Crunch Fitness with indoor and outdoor exercise facilities at 38 Gary Place. 2. 440 Smith Ranch Road, Environmental and Design Review – PLAN24- 142/ED24-034 On-site private improvements to allow a minor modification to outdoor tennis/padel courts, landscaping, and parking areas at the San Rafael Airport Sports Center. 3. Adjournment -1 - Community and Economic Development Department – Planning Division Meeting Date: November 20, 2024 Project Number(s): PLAN24-043/ UP24-007 Project Planner: Renee Nickenig, Associate Planner Agenda Item: 1 REPORT TO ZONING ADMINISTRATOR SUBJECT : 38 Gary Place – Request for a Use Permit to operate a Crunch Fitness with indoor and outdoor exercise facilities at 38 Gary Place; APN: 018-063-04; Light Industrial/Office (LI/O) District; Richard Tanaka, Applicant; CHELSEA PACIFIC INVESTMENTS LP, Owner; Case Number(s): UP24-007 (PLAN24-043) EXECUTIVE SUMMARY The project proposes to operate a Crunch Fitness at the subject property. The use will be primary contained within the existing building, with limited use at the designated outdoor area of the site. Pursuant to San Rafael Municipal Code (SRMC) Section 14.06.020, a Conditional Use Permit approved by the Zoning Administrator is required for fitness/recreation facilities in the Light Industrial/Office (LI/O) zoning district. PROJECT DESCRIPTION The project proposed to operate a Crunch Fitness facility within the existing building and outdoor area at 38 Gary Place. The facility will be open 5:00 AM to 11:00 PM Monday through Friday, and 7:00 AM to 7:00 PM Saturday and Sunday. Peak use is expected on weekdays from 6:00 AM to 8:00 AM and 5:30 PM to 7:00 PM. Weekday capacity is expected to peak at 79 persons, with up to six employees on site. The majority of the use will take place within the interior of the existing building. Use of the outdoor fitness area will be limited, and as conditioned will be adequately screened from public view. FINDINGS The table below reviews the project’s consistency with the findings required of a Conditional Use Permit pursuant to SRMC Section 14.22.080 and for indoor fitness/recreation facilities in the Light Industrial/Office (LI/O) district. The proposed outdoor facilities are being considered as an accessory use to the primary facility pursuant to SRMC Section 14.02.040(B). Table 1. Use Permit (SRMC §14.22.080) - 2 - Yes No Finding A That the proposed use is in accord with the general plan, the objectives of the zoning ordinance, and the purposes of the district in which the site is located: X The proposed use is in accord with the General Plan Policies LU-1, LU-2.1, LU-2.3, LU-2.4, and NH-3.9 as a specialty use in the Light Industrial/Office (LI/O) General Plan land use district. The existing FAR exceeds the maximum permitted (LU-1.10) in the LI/O district, but the project does not propose any additional built development at the site. Finding B That the proposed use, together with the conditions applicable thereto, will not be detrimental to the public health, safety or welfare, or materially injurious to properties or improvements in the vicinity, or to the general welfare of the city: X Analysis of the parking demand for the subject site and surrounding properties shows that there is sufficient parking available for the proposed use, and traffic patterns will not be detrimental to surrounding existing and proposed uses. As conditioned, the proposed outdoor fitness area will be adequately screened from view and appropriately lit and so is not anticipated to disrupt the surrounding area. Finding C That the proposed use complies with each of the applicable provisions of the zoning ordinance: X As conditioned, the proposed use will be compliant with the provisions of the zoning ordinance related to fitness and recreation uses. CONDITIONS OF APPROVAL 1. Term of Approval. This Use Permit (UP24-007) shall be valid for two years from approval or until November 21, 2026 and shall be null and void if not exercised or a time extension granted prior to the expiration date. A permit for the use of a building or a property is exercised when, if required, a valid City business license has been issued, and the permitted use has commenced on the property. 2. Applicant Responsible for Compliance with Conditions. The applicant shall ensure compliance with all of the following conditions. 3. Subject to All Applicable Laws and Regulations. The approved use is subject to, and shall comply with, all applicable City Ordinances and laws and regulations of other governmental agencies. Prior to any construction, tenant improvement or installation of signage, the applicant shall identify and secure all applicable permits from the Planning and Building Divisions, Public Works Department and other affected City divisions and departments. - 3 - 4. Notice of Fees Protest. The applicant may protest any fees, dedications, reservations, or other exactions imposed by the City as part of the approval or as a condition of approval of this development. Per California Government Code Section 66020, this 90 -day protest period has begun as of the date of the approval of this application. 5. Outdoor Screening. The proposed outdoor fitness area shall be adequately screened from public view. All outdoor space designated for fitness or recreation use shall be surrounded by fencing a minimum of seven (7) feet tall. The fencing material should be visually impervious and in a material compliant with SRMC Section 14.16.140. 6. Exterior Lighting. Any exterior lighting proposed for the site shall be comp liant with light an glare standards pursuant to SRMC Section 14.16.227. All new lighting installed will be subject to a 90 - day post installation inspection . PUBLIC COMMENT Notice of hearing for the project was conducted in accordance with noticing requirements contained in Chapter 29 of the Zoning Ordinance. A Notice of Public Hearing was mailed to all property owners and occupants within a 300 -foot radius of the subject site and all other interested parties, 15 calendar days prior to the date of this hearing. No public comment has been received by the date of this staff report. - 1 - Community Development Department – Planning Division Meeting Date: November 20, 2024 Project Number(s): PLAN24-142, ED24-034 Project Planner: Jose M. Herrera-Preza, Principal Planner Agenda Item: 2 REPORT TO ZONING ADMINISTRATOR SUBJECT: 440 Smith Ranch Road. On-site private improvements to allow a minor modification to outdoor tennis/padel courts, landscaping, and parking areas at the San Rafael Airport Sports Center; APN: 115-230-12; San Rafael Airport Planned Development District (PD1909-WO); ED24-034 and PLAN24-142. EXECUTIVE SUMMARY Pursuant to Ordinance No. 1909 San Rafael Airport Planned Development District - Recreational Facility PD1909 II(B)(2) allows for minor additions and modifications located within areas approved for development may be permitted subject to approval of a minor (Zoning Administrator) Environmental and Design Review permit. PROJECT DESCRIPTION The development application consists of minor amendments to planning entitlements ED22- 019/PLAN22-049 to allow the construction of 23 outdoor tennis/padel courts, shade structures, landscaping, exterior lighting, and a parking lot at the San Rafael Airport Sports Center. The revision will reduce the total number of tennis/padel ball courts from 23 to 17, relocate the padel courts to the south of the previously approved location, and add 73 off-street parking spaces. The proposed revisions will improve vehicular traffic circulation on the site through the elimination of a dead-end drive aisle that would require vehicles to make three point turns or back out of the parking area. The revision will incorporate a flow-through lane around the perimeter of the sports courts connecting all vehicular traffic lanes on the site. The revision will improve the flow of vehicular traffic and increase parking capacity of the site. The overall site development area remains the same as detailed in PD1909, the revision is limited to on-site private improvements, and no new structures are proposed. - 2 - FINDINGS Findings for Environmental and Design Review Permit (ED24-034) CEQA Finding Yes No Section 15162 (Previously approved Environmental Impact Report “EIR”) (2) If the agency finds that pursuant to Section 15162, no subsequent EIR would be required, the agency can approve the activity as being within the scope of the project covered by the program EIR, and no new X On Dec. 12, 2012, the City Council by adoption of resolution no. 13477 certified the San Rafael Recreational Facility Project FEIR. State Clearing House (SCH) No. 2006012125. The project is consistent with the program EIR as there is no physical expansion or changes to the developable area. Proposed Site Plan Previously Approved ED22-019 / PLAN22-049 - 3 - environmental document would be required. Environmental and Design Review Permit (SRMC §14.25.090) Yes No Finding A That the project design is in accord with the general plan, the objectives of the zoning ordinance and the purposes of this chapter: X The project involves outdoor recreational sports court areas and increased capacity of on-site parking. The site is located in the Airport/Recreation General Plan designation and involves the uses of private and public recreation facilities such as the San Rafael Airport Sports Center. The area to be modified is entirely located within the previously approved development area and will support the current recreational land use on the site. Therefore, the project design is consistent with the General Plan and Planned Development District and further supported by the following General Plan Policy: Program LU1.15A: Planned Development Zoning. Continue to maintain Planned Development (PD) zoning districts. Finding B The project design is consistent with all applicable site, architecture and landscaping design criteria and guidelines for the district in which the site is located: X The proposed revision is consistent with the overall design for the outdoor sports recreational facility that was evaluated under the San Rafael Airport Planned Development district. The site was previously approved under ED22-019/PLAN22-049 and the revision remains consistent with the outdoor recreational land use. The revision will eliminate a vehicular traffic dead end with a new a flow-through traffic design that will improve vehicular traffic circulation through the site and increased the parking capacity. The project does not propose any new structures and does not expand on the project area. The project was routed to the Department of Public Works and no comments were provided. Finding C That the project design minimizes adverse environmental impacts: X The proposed revision is consistent with the Final Environmental Impact Report (FEIR) State Clearing House No. 2006012125 for the San Rafael Airport Recreational Facility Project, consisting of construction of a new recreational facility with a two- story building, two outdoor fields and associated parking, landscaping and related site improvements on an undeveloped portion of the 119.5 -acre San - 4 - Rafael Airport property. The project will improve on- site vehicular traffic, increase off-street parking, and increase landscaping all of which will minimize adverse environmental impacts previously considered. Finding D That the project design will not be detrimental to the public health, safety or welfare, nor materially injurious to properties or improvements in the vicinity. X The revised design is limited to an area of the parcel currently under construction and is intended to improve the circulation of pedestrians and vehicles on the site. The overall project design is consistent with the previous Environmental and Design Review and Master Use Permit, including no modifications to the hours of operation. The proposed project will maintain the outdoor recreational facilities in form and function, while allowing a variation in the type. It also improves traffic circulation and adds vehicular parking. Therefore, the revision will not be detrimental to the community. CONDITIONS OF APPROVAL Conditions of Approval from ED22-019/ PLAN22-049 remain in effect. 1. Conditions Shall be Printed on Plans. The conditions of this Permit shall be printed on the second sheet of each plan set submitted for a building permit pursuant to this Use Permit, under the title ‘Use Permit Conditions.’ Additional sheets may also be used if the second sheet is not of sufficient size to list all the conditions. The sheet(s) containing the conditions shall be of the same size as those sheets containing the construction drawings; 8-1/2” by 11” sheets are not acceptable. 2. Applicant Responsible for Compliance with Conditions. The applicant shall ensure compliance with all the following conditions, including submittal to the project planner of required approval signatures at the times specified. Failure to comply with any condition may result in construction being stopped, issuance of a citation, and/or modification or revocation of the Use Permit. - 5 - 3. Plans and Representations Become Conditions. All information and representations, whether oral or written, including the building techniques, materials, elevations and appearance of the project, as presented for approval on plans, dated 12/29/2022 and on file with the Community Development Department, Planning Division, shall be the same as required for the issuance of a building permit, except as modified by these conditions of approval. Minor modifications or revisions to the project shall be subject to review and approval by Planning staff. Modifications deemed not minor by the Community Development Director may require review and approval as an amendment to the Environmental and Design Review Permit by Planning staff. 4. Subject to All Applicable Laws and Regulations. The approved use and/or construction is subject to, and shall comply with, all applicable City Ordinances and laws and regulations of other governmental agencies. Prior to any construction, tenant improvement or installation of signage, the applicant shall identify and secure all applicable permits from the Planning and Building Divisions, Public Works Department and other affected City divisions and departments. 5. Construction Hours: Consistent with the City of San Rafael Municipal Code Section 8.13.050.A, construction hours shall be limited to 7:00 a.m. to 6:00 p.m. Monday through Friday and 9:00 a.m. to 6:00 p.m. on Saturdays. Construction shall not be permitted on Sundays or City-observed holidays. Construction activities shall include delivery of materials, hauling materials off- site; startup of construction equipment engines, arrival of construction workers, paying of radios and other noises caused by equipment and/or construction workers arriving at, or working on, the site. 6. Landscaping. Landscaping and irrigation must meet the Marin Municipal Water District's (MMWD) water conservation rules and regulations. All existing landscaping damaged during construction shall be replaced. All landscaping shall be maintained in a healthy and thriving condition, free of weeds and debris. Any dying or dead landscaping shall be replaced in a timely fashion. No part of the existing landscaping shall be removed, unless their removal has been reviewed and approved by the Planning Division. 7. Exterior Lighting. All exterior lighting shall be energy efficient where feasible; and shielded and directed downward and away from property lines to prevent excessive glare beyond the subject property. 8. Subject to Review. This permit is subject to review, imposition of additional conditions, or revocation if factual complaint is received by the Zoning Officer that the maintenance or operation of this establishment is violating any of these or other required conditions or is detrimental to the health, safety, peace, morals, comfort or general welfare of persons residing or working in the - 6 - neighborhood or is detrimental or injurious to property and improvements in the neighborhood or to the general welfare of the City. 9. San Rafael Fire Prevention Bureau. See Inter-Departmental Memorandum, dated December 20, 2022 by David Eaton. 10. Public Works. See Memorandum, dated November 8, 2022 by Matthew Pepin, Senior Civil Engineer. 11. Outdoor Use Hours: The hours of operation for the outdoor sports shall be as follows: a. 9:00 A.M to 9:00 P.M. Daily (seven days a week). b. Saturday and Sunday hours of operation can start at 8:00 A.M. during the winter season (November 1 to May 15). 12. Operations: All recreational activities and ancillary uses shall end by the designated hours of operation and all patrons shall be directed to leave the facility by the designated allowable hours of operation (e.g. event curfew) and/or premises parking areas promptly after close of facility. Congregating in parking areas shall be discouraged during non-business hours. Maintenance and cleaning crews, employees and security personnel may be allowed to conduct their routines tasks and shall enter the site no earlier than one hour before the beginning and leave no later than one hour past the allowable hours of operation. 13. Noise: No noise amplification devices including indoor or outdoor speaker systems, loudspeaker or bullhorns shall be allowed as this would create potential nuisance impacts on nearby residents. 14. Outdoor Seating: No fixed or temporary bleachers for spectator seating shall be permitted in conjunction with the use of the outdoor recreational fields. 15. Concessions: No sale or consumption of alcoholic beverages or food vendors are permitted to operate outside the recreational facility building. 16. Exterior Lighting: Exterior lighting at the recreational facility use shall be designed and maintained to implement mitigation measures MM Bio-2e (Event Curfew), MM Bio-3a (Nocturnal Lighting), MM Bio-3b (Lighting Curfew), and MM Aesth-1a as outlined in the MMRP incorporated by reference herein, an included under Environmental and Design Review Permit No. ED-05-15 conditions of approval. This includes the following lighting limitations related to use of the facility: a. Exterior lighting provided on master photoelectric cell; b. Provisions of sufficient security level lighting; c. Outdoor field lighting shall be set to turn off 15 minutes after the last game; 9:00 - 7 - P.M. at the latest on weekdays and City holidays; d. Security level lighting shall be set to turn off in parking areas and pedestrian walkways one-half hour after close of the facility; e. Lighting of the outdoor tennis and paddle courts shall be designed to have focused illumination that will ensure no direct lighting of off-site areas, such as the North Fork of Gallinas Creek, f. Lighting fixtures on the perimeter of the project shall be outfitted with hoods and cut-off lenses so that the light source itself is not visible to the naked eye from neighboring properties, thereby avoiding indirect light “trespassing” into adjacent habitat areas. g. All outdoor event lighting shall set a 10:00 P.M restriction. By which time all outdoor field lighting should be turned off. PUBLIC COMMENT Notice of hearing for the project was conducted in accordance with noticing requirements contained in Chapter 14 of the Zoning Ordinance. A Notice of Public Hearing was mailed to all property owners and occupants within a 300-foot radius of the subject site and all other interested parties, 15 calendar days prior to the date of this hearing. No comments have been received. Attachments 1. PD1909: San Rafael Airport – Planned District. 2. San Rafael Fire Prevention Bureau Memo Dated: 4/25/2022. 3. Department of Public Works Memo dated: 11/8/2022. 4. Plans - ED22-019/PLAN22-049. 5. Plans - ED24-034 / PLAN24-142. ATTACHMENT #1 CITY OF SAN RAFAEL SAN RAFAEL, CALIFORNIA INTER-DEPARTMENTAL MEMORANDUM DATE: April 25, 2022 TO: LUIS RODRIGUEZ FROM: David Eaton 415-847-8411 SUBJECT: Planning File #PLAN22-049 - 440 SMITH RANCH RD Junior tennis facility at 440 Smith Ranch Rd This memorandum is intended to assist the applicant in determining the feasibility of this project and in the preparation of construction documents regarding compliance with the California Code of Regulations Title 24 and local ordinance requirements. After review of the application and plans provided for this project, the Fire Prevention Bureau has the following comments: 1.The design and construction of all site alterations shall comply with the 2019 California Fire Code, current NFPA Standards, and all applicable City of San Rafael Ordinances and Amendments. 2.A detailed fire apparatus access plan shall be prepared for this project. These preliminary comments could change as the project progresses through the review processes. Attachment #2 Attachment #3 Department of Public Works Page 1 of 2 City of San Rafael CITY OF SAN RAFAEL, CALIFORNIA DEPARTMENT OF PUBLIC WORKS TO: LUIS RODRIGUEZ DATE: November 8, 2022 ASSISTANT PROJECT PLANNER FROM: MATTHEW PEPIN, PE SENIOR CIVIL ENGINEER SUBJECT: Planning File #PLAN22-049 – 440 Smith Ranch Rd We have reviewed the referenced application and have the following comments: ·Prior to start of construction, a grading permit shall be required from the Department of Public Works. Applications can be found on the City’s website: https://www.cityofsanrafael.org/grading- permits/ ·Please provide a cross section detail of the proposed treatment area that includes the thicknesses of the proposed soil and gravel layers and the placement on the perforated pipe. Please refer to the BASMAA post construction manual for additional information. ·This project proposes work adjacent to a creek. The applicant will be responsible for obtaining any permits from regulatory agencies prior to starting work. ·Include energy dissipators at storm drain discharge points for proper erosion control. ·Self-retaining areas are typically vegetative areas that can retain water. DMA 16 includes synthetic turf with a sub drain and does not appear to be retaining water. Please route the area to a treatment area or provide a detail demonstrating the turf is retaining stormwater. ·A construction vehicle impact fee shall be required at the time of building permit issuance, which is calculated at 1% of the valuation, with the first $10,000 of valuation exempt. ·This project is considered a regulated project and the following documents are required in addition to the stormwater control plan. o Stormwater Facilities Operations and Maintenance (O&M) Plan – A short written document and exhibit outlining facilities on-site and maintenance activities and responsibilities for property owners. (Provide prior to occupancy) o Operations and Maintenance Agreement – A formal agreement between the property owner and the city that shall be recorded with the property deed prior to occupancy. Please contact Public Works for agreement template (Provide prior to occupancy) ·An encroachment permit is required from the Department of Public Works prior to conducting any work within or any time the Public Right-of-Way (ROW) is restricted. Encroachment permits can be applied for online on the City of San Rafael website: https://www.cityofsanrafael.org/encroachment-permits/ MEMORANDUM Planning File # PLAN22-049 – 440 Smith Ranch Rd Department of Public Works Page 2 of 2 City of San Rafael Please contact Matt Pepin at the Department of Public Works with questions regarding these comments: Matt Pepin – 415.725.9346 or email at Matthew.Pepin@cityofsanrafael.org SCOPE OF WORK TO INCLUDE, BUT NOT LIMITED TO, THE INSTALLATION OF 17 NEW TENNIS COURTS AND 6 PADEL BALL COURTS. INSTALLATION WILL INCLUDE RE-GRADING OF EXISTING SITE, INSTALLATION OF HARDSCAPE MATERIAL AND PERIMETER FENCING FOR NEW COURTS. WORK TO ALSO INCLUDE THE INSTALLATION OF NEW SHADE STRUCTURES, PERIMETER WALKING PATHS, NEW PARKING LOT, A SYNTHETIC TURF WARM UP AREA, AND NEW PLANTING AND IRRIGATION. *CONSTRUCTION OF WORK COULD BE DONE IN TWO PHASES. SEE SHEET L1.1 FOR PHASING PLAN SHEET NO.SHEET DESCRIPTION -COVER SHEET LANDSCAPE/CIVIL L1.0 CONDITIONS OF APPROVAL PLAN L1.1 PHASING PLAN L2.0 EXISTING CONDITIONS SURVEY PLAN L3.0 EROSION AND SEDIMENT CONTROL PLAN L4.0 GRADING PLAN L5.0 DRAINAGE AND UTILITY PLAN L6.0 LAYOUT PLAN L7.0 MATERIAL AND DETAIL REFERENCE PLAN L8.0 IRRIGATION PLAN L9.0 PLANTING PLAN LD1.0 CONSTRUCTION DETAILS LD1.1 CONSTRUCTION DETAILS LD2.0 CONSTRUCTION DETAILS LD3.0 CONSTRUCTION DETAILS LD4.0 CONSTRUCTION DETAILS LD5.0 CONSTRUCTION DETAILS ELECTRICAL E-1 GENERAL NOTES & SYMBOL LIST E-2 SINGLE LINE DIAGRAMS E-3 PANEL SCHEDULES & LIGHTING CONTROLS E-4 LIGHTING FIXTURES SCHEDULES & DETAILS E-5 SITE ELECTRICAL PLAN ORGANIZATION NAME PHONE OWNER SAN RAFAEL AIRPORT LLC BOB HERBST (415) 472-7700 CIVIL ENGINEER/ LANDSCAPE ARCHITECT VERDE DESIGN INC.DEVIN CONWAY (408) 850-3420 WES DOWNING (707) 800-4204 ELECTRICAL ENGINEER FBA ENGINEERING STEPHEN ZAJICEK (949) 852-9995 PROJECT MAPS PREPARED BY SCOPE OF WORK GENERAL NOTES CONTACT INFORMATION SHEET INDEX PE R M I T S U B M I T T A L - 0 1 / 2 3 / 2 0 2 3 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 THE OWNER 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 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. 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. 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. VICINITY MAP SITE MAP 14. ANY ALTERATIONS OF EXISTING FACILITIES TO ACCOMMODATE THE INSTALLATION OF NEW WORK SHALL BE REVIEWED BY THE OWNER PRIOR TO COMMENCING WORK. 15. CONTRACTOR SHALL COORDINATE ALL WORK TO AVOID DISTURBING STUDENTS OR TEACHERS DURING SCHOOL HOURS. ANY DISRUPTION OF THE UTILITIES MUST BE COORDINATED AND APPROVED BY THE OWNER 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 THE OWNER DIRECTION. 25. OVERNIGHT PARKING OF CONSTRUCTION EQUIPMENT IN THE STREET RIGHT-OF-WAY SHALL NOT BE PERMITTED. APPLICABLE CODES CONSTRUCTION DRAWINGS FOR SAN RAFAEL AIRPORT RACQUET CLUB COMPLEX (PREVIOUSLY APPROVED AS OUTDOOR SOCCER) 44O SMITH RANCH RD. SAN RAFAEL, CA 94903 VERDE DESIGN, INC. PROJECT NO. 2117500 NOT TO SCALE NORTH NOT TO SCALE NORTH COVER SHEET SA N R A F A E L T E N N I S C O M P L E X 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 ADMINISTRATIVE CODE (CAC), 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 AND 2019 CALIFORNIA AMENDMENTS) 2019 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R. (2017 NATIONAL ELECTRICAL CODE AND 2019 CALIFORNIA AMENDMENTS) 2019 CALIFORNIA MECHANICAL CODE (CMC) PART 4, TITLE 24 C.C.R. (2018 UNIFORM MECHANICAL CODE AND 2019 CALIFORNIA AMENDMENTS) 2019 CALIFORNIA PLUMBING CODE (CDC), PART 5, TITLE 24 C.C.R. (2018 UNIFORM PLUMBING CODE AND 2019 CALIFORNIA AMENDMENTS) 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 2019 CALIFORNIA AMENDMENTS) 2019 CALIFORNIA EXISTING BUILDING CODE, PART 10, TITLE 24 C.C.R. (2018 INTERNATIONAL EXISTING BUILDING CODE AND 2019 CALIFORNIA AMENDMENTS) 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. 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 PUMPS 2019 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 SYSTEMS 2019 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. (22 Sheets) 150 Paularino Avenue Suite A120 Costa Mesa, CA 92626 949.852.9995 949.852.1657 (fax) FBAEngineering Consulting Electrical Engineers fbaengr.com FBA Job Number:1175.008 101 SMITH R A N C H R D PROJECT SITE LIMIT OF WORK SIL V E I R A P K W Y MAI N D R GALLIN A S C R E E K SO U T H F O R K G A L L I N A S C R E E K SMI T H R A N C H R D RE D W O O D D R N. R E D W O O D D R DE E R V A L L E Y R D SI L V E I R A P K W Y YO S E M I T E R D /Ldz hC ^E ZC9> .h/>5/b' 5/s/^/Kb Z9s/9t95 CKZ K59 Kat>/b9 dŚŝƐƐĞƚŽĨƉůĂŶƐĂŶĚƐƉĞĐŝĮĐĂƟŽŶƐƐŚĂůůďĞŬĞƉƚŽŶƚŚĞ ũŽď ƐŝƚĞ Ăƚ Ăůů ƟŵĞƐ ĂŶĚ ƌĞĂĚŝůǇ ĂǀĂŝůĂďůĞ ƚŽ ŝƚǇ /ŶƐƉĞĐƚŽƌƐƵƉŽŶĚĞŵĂŶĚ͘ ZĞǀŝĞǁŽĨƚŚĞƐĞƉůĂŶƐĂŶĚƐƉĞĐŝĮĐĂƟŽŶƐƐŚĂůůŶŽƚďĞ ŚĞůĚ ƚŽ ƉĞƌŵŝƚ Žƌ ƚŽ ďĞ ĂŶ ĂƉƉƌŽǀĂů ƚŽ ǀŝŽůĂƚĞ ĂŶǇ ƉƌŽǀŝƐŝŽŶƐŽĨĂŶǇŝƚǇŽƌ^ƚĂƚĞůĂǁ͘ ZĞǀŝĞǁĞƌͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺĂƚĞͺͺͺͺͺͺͺͺͺͺͺͺͺͺ WĞƌŵŝƚηͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ Don C. Jeppson 05/05/2023 B2303-046 Monica Ly 4/27/2023 Please see planning comments dated 4/27/2023 B2303-046 Attachment #4 CONDITIONS OF APPROVAL PLAN 1"=30'-0" L1.0 CONDITIONS OF APPROVAL PLAN SHEET NO. PROJ. NO. SCALEDATE ISSUED CHECKED BY SHEETSOF DRAWN BY DATE SHEET TITLE PROJECT NAME PROJECT ADDRESS REVISIONSNO. SUBMITTAL DATE SAN RAFAEL AIRPORT RACQUET CLUB COMPLEX 440 SMITH RANCH RD SAN RAFAEL, CA 94903 PLANNING SUBMITTAL 03/18/22 PROGRESS SET 03/30/22 PERMIT SUBMITTAL 01/23/23 KL DC/WD 01/23/23 2117500 CONSULTANT STAMP Z9sL9t95 CKZ /K59 /KDW>LE/9 .ƵŝůĚŝŶŐ LŶƐƉĞĐƟŽŶ 5ŝǀŝƐŝŽŶ /ŝƚǇ ŽĨ ^ĂŶ ZĂĨĂĞů POTENTIAL JURISDICTIONAL AREAS C C C C C C C C C CC SHEET NO. PROJ. NO. SCALEDATE ISSUED CHECKED BY SHEETSOF DRAWN BY DATE SHEET TITLE PROJECT NAME PROJECT ADDRESS REVISIONSNO. SUBMITTAL DATE SAN RAFAEL TENNIS COMPLEX 440 SMITH RANCH RD SAN RAFAEL, CA 94903 PLANNING SUBMITTAL 03/18/22 PLANNING RESUBMITTAL 09/30/22 PERMIT SUBMITTAL 01/23/23 KL DC/WD 01/23/23 2117500 CONSULTANT STAMP PHASING PLAN KL 1"=30'-0" L1.1 PHASING PLAN 0' 15' 30'60'90' NORTH PHASE 1 WORK PHASING NOTES 1. THE OWNER HAS THE POSSIBILITY TO CONSTRUCTION THE FACILITY IN TWO PHASES, WITH ONE PHASE BEING THE WESTERN COURTS, PARKING, PAVING, FIRE LANE, DRAINAGE, IRRIGATION AND PLANTING. PHASE TWO WILL BE THE REMAINING PADDLE COURTS, TENNIS COURTS, WARM-UP AREA, PEDESTRIAN PATHWAYS, DRAINAGE, IRRIGATION AND PLANTING. PHASE 2 WORK PHASING LEGEND DESCRIPTIONSYM PHASE 1 BOUNDARY PHASE 2 BOUNDARY ZsLt CKZ K KDW>LE ƵŝůĚŝŶŐ LŶƐƉĞĐƟŽŶ ŝǀŝƐŝŽŶ ŝƚǇ ŽĨ ^ĂŶ ZĂĨĂĞů R45 R45 R45 R45 R45 R45 R45 W4 5 R45 L45 L4 5 R45 R45 R45 EXISTING CONDITIONS SURVEY PLAN 1"=30'-0" L2.0 EXISTING CONDITIONS SURVEY PLAN SHEET INFO AND REFERENCE 1. THIS TOPOGRAPHIC SURVEY WAS PROVIDED BY OBERKAMPER & ASSOCIATES CIVIL ENGINEERS INC. . (TELEPHONE): PHONE: (415) 479-8662 FAX: (415) 479-1807 (ADDRESS): 10 PAUL DRIVE, SAN RAFAEL, CA 94903. 2. ADDITIONAL INFORMATION (SHOWN SCREENED) IS FROM RECORD DRAWINGS PROVIDED BY THE OWNER AND SITE INVESTIGATIONS BY VERDE DESIGN 3. NOTE THAT THIS IS NOT A COMPLETE UNDERGROUND SURVEY. THIS DRAWING CONTAINS ONLY PARTIAL INFORMATION FOR THE EXISTING IRRIGATION, SANITARY SEWER, STORM DRAIN SYSTEMS, ETC. CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS. SHEET NO. PROJ. NO. SCALEDATE ISSUED CHECKED BY SHEETSOF DRAWN BY DATE SHEET TITLE PROJECT NAME PROJECT ADDRESS REVISIONSNO. SUBMITTAL DATE SAN RAFAEL AIRPORT RACQUET CLUB COMPLEX 440 SMITH RANCH RD SAN RAFAEL, CA 94903 PLANNING SUBMITTAL 03/18/22 PROGRESS SET 03/30/22 PERMIT SUBMITTAL 02/17/23 KL DC/WD 02/17/23 2117500 CONSULTANT STAMP SURVEY LEGEND NORTH 0' 15' 30'60'90' GAS METER GUY WIRE POWER POLE JOINT POLE STREET LIGHT SIGN AS NOTED BOTTOM OF WALL ELEVATION CONCRETE FLOW LINE FINISH FLOOR ELEVATION IRRIGATION CONTROL VALVE LANDSCAPE AREA TOP OF WALL ELEVATION WHEELCHAIR RAMP EXISTING TREE W/SIZE & TYPE TOP OF CURB GARAGE FLOOR ELEVATION ELECTRIC METER GAS VALVE COMMUNICATION UTILITY BOX COMMUNICATION MANHOLE ASPHALT CONCRETE UTILITY BOX FIBER OPTIC MANHOLE FIRE DEPARTMENT CONNECTION WATER VALVE WATER METER MONITORING WELL SANITARY SEWER MANHOLE CLEAN OUT SANITARY SEWER CLEAN OUT MANHOLE (AS NOTED) AREA DRAIN CATCH BASIN FIRE HYDRANT DRAIN INLET WOOD DECK FLAGSTONE ROCK WALL CHAINLINK/WIRE FENCE LINE PROPERTY LINE EXISTING CONTOURS (1' INTERVAL) RETAINING WALL UNDERGROUND UTILITY LINE OVERHEAD ELECTRIC LINE STORM DRAIN LINE JOINT TRENCH LINE ELECTRIC LINE OVERHEAD UTILITY LINE UNDERGROUND ELECTRIC LINE LIMITS OF CONSTRUCTION OVERHEAD TELEPHONE LINE OVERHEAD UTILITY LINE UNDERGROUND TELEPHONE LINE SANITARY SEWER LINE GAS LINE WOOD FENCE TELEPHONE LINE CONCRETE WATER LINE FLOW LINE COMMUNICATION LINE FIBER OPTIC LINE WALNUT REDWOOD MANZANITA PINE OAK MAPLE ACACIA FORKED CYPRESS CLUSTER MADRONE BAY TREE LEGEND TOP OF GRATE HANDRAIL TOP OF BANK TOE OF SLOPE WATER BOX TELEPHONE BOX STORM DRAIN MANHOLE STREET LIGHT BOX CORRUGATED PLASTIC PIPE REINFORCED CONCRETE PIPE CORRUGATED METAL PIPE EUCALYPTUS GUARDRAIL CONTROL POINT (AS NOTED) FOUND MONUMENT (AS NOTED) SET 3/4" IRON PIPE (AS NOTED) 01/23/23 01/23/23 Z9sL9t95 CKZ /K59 /KDW>LE/9 .ƵŝůĚŝŶŐ LŶƐƉĞĐƟŽŶ 5ŝǀŝƐŝŽŶ /ŝƚǇ ŽĨ ^ĂŶ ZĂĨĂĞů POTENTIAL JURISDICTIONAL AREASPOTENTIAL JURISDICTIONAL AREAS C C C C C C C C C CC R45 R45 R45 R45 R45 R45 R45 W45 R45 R45 R45 L45 L45 R45 R45 R45 FLOW FLO W FL O W X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X FL O W FL O W FL O W FL O W FL O W FL O W FL O W FLO W X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X FL O W FL O W X X X X X X X X X X SHEET NO. PROJ. NO. SCALEDATE ISSUED CHECKED BY SHEETSOF DRAWN BY DATE SHEET TITLE PROJECT NAME PROJECT ADDRESS REVISIONSNO. SUBMITTAL DATE SAN RAFAEL AIRPORT RACQUET CLUB COMPLEX 440 SMITH RANCH RD SAN RAFAEL, CA 94903 PLANNING SUBMITTAL 03/18/22 PROGRESS SET 03/30/22 PERMIT SUBMITTAL 02/17/23 KL DC/WD 02/17/23 2117500 CONSULTANT STAMP EROSION AND SEDIMENT CONTROL PLAN KL 1" = 40'-0" L3.0 EROSION AND SEDIMENT CONTROL PLAN EROSION AND SEDIMENT CONTROL LEGEND EROSION AND SEDIMENT CONTROL NOTES A SILT FENCE LIMIT OF WORK TEMPORARY CONCRETE WASHOUT FACILITY - PROVIDE A WASHOUT BIN FOR CONSTRUCTION WASHOUT AND REMOVE AT END OF CONSTRUCTION. CONSTRUCTION STAGING AREA TEMPORARY CONSTRUCTION ENTRY DESCRIPTIONSYM DTL REF DIRECTION OF SURFACE FLOW - A - C - B PROJECT ACCESS TEMPORARY CONSTRUCTION FENCING X X X FLOW 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. 5.CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS AS SHOWN IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). REFER TO SPECIFICATIONS. 6.THIS EROSION CONTROL PLAN MAY NOT COVER ALL THE SITUATIONS THAT ARISE DURING CONSTRUCTION DUE TO UNANTICIPATED FIELD CONDITIONS. THE CONTRACTOR SHALL IMPLEMENT BEST MANAGE PRACTICES (BMPS) LISTED IN THE SWPPP AND SHALL COMPLY WITH THE STATE REGULATIONS TO CONTROL THE DISCHARGE OF STORMWATER POLLUTANTS. NORTH 0'20'40'80'120' BC SECTION C-C TEMPORARY CONCRETE WASHOUT FACILITY PLAN CC 5' - 0 " M I N . 5'-0" MIN 12 " T Y P . WEDGE LOOSE STRAW BETWEEN BALES STRAW BALES (2 HIGH) 36" WOOD STAKES ROCK BAGS IN CORNERS STAPLE AS REQUIRED 36" WOOD STAKES (2 PER BALE) STRAW BALES (2 HIGH) FINISHED GRADE GRAVEL BAGS IN CORNERS PLASTIC LINER TEMPORARY CONSTRUCTION ENTRY NTS NOTES: MIRAFI SILT FENCE - PREFABRICATED WITH POCKETS OR WITH BELT OR APPROVED EQUAL SILT FENCE NTS 01/23/23 01/23/23 REVIEWED FOR CODE COMPLIANCE Building Inspection Division City of San Rafael RIM -1.37 POTENTIAL JURISDICTIONAL AREAS C C C C C C C C C CC R45 R45 R45 R45 R45 R45 R45 W4 5 R45 R45 R45 L45 L4 5 R45 R45 R45 FS -1.23 FS -1.15 FS -1.23 FS -1.15FS -1.15FS -1.15FS -1.15 FS -1.15 FS -1.15 FS -1.15 FS -0.17 FS -0.09FS -0.09 FS -0.17FS -0.17 FS -0.09FS -0.09 FS -0.17 R R R R R R R R R R R R R FS 0.00 FS 0.00 FS -0.09 FS -0.17 FS -0.17 FS -0.17 FS -0.09 FS -0.09 FS -0.17 FS -1.15 FS -1.23 FS -1.23 FS -1.15FS -1.15 FS -1.23FS -1.23 FS -1.15 FS -0.91 FS -0.91 FS -0.91 FS -0.91 FS -0.91 FS -1.22 R R R R R R R FS -1.09 0. 9 5 % 0. 9 5 % 0. 9 5 % 0. 9 5 % 0. 9 5 % 0. 9 5 % 0. 5 % FS -1.28 FS -1.78 FS -1.28 BC/ TC/ BC/FS 1.78 FS -2.44 FS -2.44 TC/ -1.08FS -1.08FS -1.08FS -1.08FS-1.08FS-1.08FS -1.08FS FS -0.73 FS -0.73 FS -0.91 FS -0.73 FS -0.91 FS -0.91 FS -0.91 FS -0.73 FS -0.73 FS -0.91 0. 5 % 0. 5 % 0. 5 % 0. 5 % 0. 5 % FS -1.03 FS -0.91 -1.01FS -1.01FS -1.01FS -1.01FS -1.01FS -1.01FS -1.01FS-1.01FS -2.06FS -2.06FS -2.06FS -2.06FS -2.06FS -2.06FS -2.06FS -2.13FS -2.13FS-2.13FS -2.13FS -1.01FS -0.30FS -0.48FS -0.67FS -0.75FS -0.92FS -0.92FS -0.93FS -0.52FS -0.84FS -0.73FS -0.57FS -0.46FS -0.52FS -0.46FS -0.91FS -0.92FS -0.92FS -0.73FS -0.66FS -0.61FS -0.68FS 0.00FS FS -0.96 FS -1.28 -1.01FS -2 - 3 -2 -1 -1 -2 TC/ BC/ FS -1.94 -1 A FS -1.47 -3 FS 0.00 FG -0.33 FS -0.02 FG -0.35 FS -0.02 FG -0.35 FS -0.02 FG -0.35 FS -0.02 FG -0.35 FS -0.02 FG -0.35 FS -0.02 FG -0.35 FS -0.02 FG -0.35 FS -0.02 FG -0.35 FG -0.33 FS 0.00 FG -0.33 FS 0.00 FG -0.33 FS 0.00 FG -0.33 FS 0.00 FG -0.33 -1 -0.97FG -1.70FG -1.70FG -0.97FG -0.97FG -1.70FG -0.97FG -1.70FG -0.97FG -1.70FG -1.70FG -0.97FG -1 -2.52FG -3.23FG -2.50FG -3.23FG-3.23FG -2.50FG -3.23FG -2.50FG -2.50FG -3.23FG -2.50FG -3.23FG-3 -2.17FG -2.90FG -2.90FG -2.17FG -2.18FG -2.90FG -2.10FG -2.79FG -2.79FG -2.10FG -2.90FG -2.17FG -2.90FG -2.17FG -2.90FG -2.17FG-2.17FG -2.90FG -1.52TC/FS -1.52TC/FS -1.28TC/FS-1.28TC/FS FG -1.86 FG -1.86 FG -1.61FG -1.61 FG -1.86 FG -1.86 -1.52TC/FS -1.52TC/FS -1.28TC/FS-1.28TC/FS FG -1.86 FG -1.61FG -1.61 -1.52TC/FS -1.28TC/FS FG -1.86 FG -1.61 -1.52TC/FS -1.52TC/FS FG -1.86 -1.28TC/FS-1.28TC/FS FG -1.61 FG -1.61 -2 FG -1.01 FG -0.94 FG -0.79 FG -0.79 FG -0.85 FG -0.90 FG -1.06 FG -0.99 FS -1.28(SWALE) FS -0.97 (SWALE) L L L L L L L L L L L L L L L L L L L L L -2 -1.29FG -1.98FG -2.00FG -2.00FS -1.29FG -1.19FG -1.19FG -1.98FG -1.29FG -2.00FG -1.34FG -2.00FG -1.34FG -2.00FG -1.34FG -1.98FG -1.29FG -2.00FG FS -0.91 FS -1.25 FG-1.29 (SWALE) FG-1.01(SWALE) RIM -1.05 RIM -2.25 RIM -2.58 RIM -2.53 RIM -2.20 RIM -2.50 SHEET NO. PROJ. NO. SCALEDATE ISSUED CHECKED BY SHEETSOF DRAWN BY DATE SHEET TITLE PROJECT NAME PROJECT ADDRESS REVISIONSNO. SUBMITTAL DATE SAN RAFAEL AIRPORT RACQUET CLUB COMPLEX 440 SMITH RANCH RD SAN RAFAEL, CA 94903 PLANNING SUBMITTAL 03/18/22 PROGRESS SET 03/30/22 PERMIT SUBMITTAL 02/17/23 KL DC/WD 02/17/23 2117500 CONSULTANT STAMP GRADING PLAN KL 1"=30'-0" L4.0 GRADING PLAN 0' 15' 30'60'90' NORTH 1. EXISTING GRADES ARE BASED ON INFORMATION PROVIDED BY: OBERKAMPER & ASSOCIATES. 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. NOTE THAT SOME ROUGH GRADING HAS BEEN COMPLETED UNDER PREVIOUS APPROVED PLANS FOR SOCCER FIELDS AT THIS LOCATION. 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. GRADING LEGEND 1 GRADING NOTES PROPOSED CONTOUR PROPOSED FINISH GRADE ELEVATION OF SOFTSCAPE/SYNTHETIC TURF, REFER TO PLANS PROPOSED FINISH SURFACE ELEVATION OF HARDSCAPE TOP OF CURB EXISTING CONTOUR EXISTING ELEVATION CONFORM TO EXISTING GRADE DESCRIPTIONSYM LIMIT OF GRADING, CONFORM TO EXISTING GRADES AT THIS LINE CONNECTION OF PROPOSED AND EXISTING CONTOURS R RIDGE LINE L L L FG 1.50 0.7% FS 1.50 TC 1.50 SLOPE VALUE AND DIRECTION BOTTOM OF CURBBC 1.50 SWALE CENTERLINE AND DIRECTION LOW POINT OF SYNTHETIC TURF AREA A CONTRACTOR SHALL VERIFY GRADES AT EXISTING ELECTRICAL COMPONENTS AND NOTIFY DESIGN TEAM OF GRADING DISCREPANCIES BETWEEN PROPOSED GRADES AND EXISTING. BOTTOM OF BIORETENTION AREA, REFER TO DRAINAGE PLAN 01/23/23 01/23/23 Z9sL9t95 CKZ /K59 /KDW>LE/9 .ƵŝůĚŝŶŐ LŶƐƉĞĐƟŽŶ 5ŝǀŝƐŝŽŶ /ŝƚǇ ŽĨ ^ĂŶ ZĂĨĂĞů POTENTIAL JURISDICTIONAL AREAS R45 R45 R45 R45 R45 R45 R45 W4 5 R45 R45 R45 L45 L45 R45 R45 R45 INV -1.12 INV -1.12 INV -1.12 INV -1.12 INV -2.55INV -2.55INV -2.55 PERF PERF PERF PERF PERF PERF PE R F PERF PERF PERF PERF PERF PERF PERF PE R F PE R F PE R F PE R F PE R F PE R F PE R F PE R F PE R F PERF PERF PERF PE R F PE R F PERF PERF PERF PERF PERF PE R F 6" COIT INV -3.64 118 LF 6" SD @ MIN S=0.25%12" JB RIM TOR INV -3.94 6" COIT INV -3.64 6" COIT INV -3.73 34 LF 6" SD @ MIN S=0.25% 68 LF 6" SD @ MIN S=0.25% 12" JB RIM TOR INV IN (W-PERF) -4.03 INV IN (E-PERF) -3.25 INV OUT (N-SD) -2.22 36 LF 6" SD @ MIN S=0.25% 84 LF 6" SD @ MIN S=0.7% 6" CO INV -5.06 6" CO INV -3.86 6" CO INV -3.86 6" CO INV -4.166" CO INV -4.16 12" DI RIM -1.05 INV (E-PERF) -3.86 INV (W-PERF) -3.86 INV OUT (N-SD) -3.86 12" DI RIM -1.37 TOP OF WEIR -1.53 WEIR ORIFICE (2" DIA) -4.16 INV IN (W-PERF) -4.16 INV IN (N-PERF) -4.16 INV OUT (NW-SD) -4.16 12" DI RIM -2.25 TOP OF WEIR -2.41 WEIR ORIFICE (2" DIA) -5.06 INV (S-PERF) -5.06 INV (N-PERF) -5.06 INV OUT (SD-SE) -5.06 53 LF 6" SD @ S=0.0% 158 LF 6" PERF @ S=0.0% 160 LF 6" PERF @ S=0.0% 111 LF 6" PERF @ S=0.0% 119 LF 6" PERF @ S=0.0% 29 LF 6" PERF @ MIN S=0.5% 31 LF 6" SD @ MIN S=0.5% A A PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF 6" CO INV -5.39 12" DI RIM -2.53 TOP OF WEIR -2.74 WEIR ORIFICE (2" DIA) -5.39 INV (NE-PERF) -5.39 INV (SW-PERF) -5.39 INV OUT (SE-SD) -5.39 6" CO INV -5.39 147 LF 6" SD @ S=0.0% 147 LF 6" SD @ S=0.0% B B B B SD 48 LF 6" PERF @ MIN S=0.5% A DO M DO M DO M DO M DO M DO M DO M DO M DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM C D 588 LF DOMESTIC WATER LINE TD TD TD TD 39 LF 6" TD @ MIN S=0.25% 39 LF 6" TD @ MIN S=0.25% INV -3.95 INV -3.98 PERF PERF PERF PERF PERF PERF PERF PERF PERF 6" CO INV -5.06 215 LF 6" SD @ MIN S=0.0% B S D 13 LF 6" PERF @ MIN S=0.5% 12" CB RIM -2.53 INV (NW-SD) -5.45 INV OUT (SE-SD) -3.71 12" CB RIM -2.20 INV (NW-SD) -5.13 INV OUT (SE-SD) -3.83 19 LF 6" PERF @ MIN S=0.5% 12" CB RIM -2.50 INV (SE-SD) -4.25 INV OUT (NW-SD) -2.89 16 LF 6" PERF @ MIN. S=0.5% 36 LF 6" PERF @ MIN. S=0.25% B A INV -4.01 INV -2.99 SD SD SD A INV -3.96 INV (SD) -2.81 35 LF 6" SD @ MIN S=3.3% SHEET NO. PROJ. NO. SCALEDATE ISSUED CHECKED BY SHEETSOF DRAWN BY DATE SHEET TITLE PROJECT NAME PROJECT ADDRESS REVISIONSNO. SUBMITTAL DATE SAN RAFAEL AIRPORT RACQUET CLUB COMPLEX 440 SMITH RANCH RD SAN RAFAEL, CA 94903 PLANNING SUBMITTAL 03/18/22 PROGRESS SET 03/30/22 PERMIT SUBMITTAL 02/17/23 KL DC/WD 02/17/23 2117500 CONSULTANT STAMP DRAINAGE AND UTILITY PLAN 1"=30'-0" L5.0 DRAINAGE AND UTILITY PLAN 0'15'30'60'90' NORTH DRAINAGE & UTILITY NOTES 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.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. 3.COORDINATE ALL SLEEVING AND UTILITY LOCATIONS AS SHOWN ON THE PLANS AND DETAILS CONTAINED WITHIN THESE CONTRACT DOCUMENTS. 4.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. 5.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. 6.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. DRAINAGE & UTILITY LEGEND TD TRENCH DRAIN AT CLAY COURTS (TD) ENERGY DISSIPATER TRENCH DRAIN AT PADEL COURTS PERF BIO-RETENTION AREA DESCRIPTIONSYM - - DETAIL NUMBER SHEET NUMBER LD1.0 B BIORETENTION INLET STANDPIPE OVERFLOW DRAIN (DI) CLEANOUT (CO) JUNCTION BOX IN SYNTHETIC TURF (JB), SIZE PER PLAN CLEANOUT IN SYNTHETIC TURF (COIT) SOLID WALL STORM DRAIN (SD) SD DOM 1" DOMESTIC WATER LINE (DOM). DOMESTIC WATER LINE SHALL BE SEPARATED FROM NON-POTABLE WATER PER LOCAL CODE REQUIREMENTS LD1.0 E LD1.0 N LD1.0 C LD1.0 H LD1.0 A LD1.0 G LD1.0 F LD1.0 I INV LF LINEAR FEET S=0.5% MIN.MINIMUM INVERT SLOPE RIM RIM ELEVATION N, S, W EA,NORTH, SOUTH, WEST, EAST PIPE SLOPE DIRECTION A CONTRACTOR SHALL DAYLIGHT NEW STORM DRAIN PIPE AT PROPOSED ENERGY DISSIPATOR INTO EXISTING DRAINAGE DITCH AT LOCATION SHOWN B CONTRACTOR SHALL DAYLIGHT TRENCH DRAIN AT COURTS AT LOCATION SHOWN WITH 4" PIPE. LD1.0 J C TIE IN DOMESTIC WATER LINE TO EXISTING WATER LINE. CONTRACTOR TO VERIFY EXISTING LOCATION ON SITE. D DOMESTIC WATER LINE SHALL BE CAPPED AT LOCATION SHOWN. CONTRACTOR SHALL INSTALL CHRISTY G5 BOX AT THIS LOCATION FOR FUTURE USE. HOSE BIB LD5.0 C DOMESTIC WATER BALL VALVE LD1.0 K LD1.0 M CATCH BASIN AT BIORETENTION AREA, SIZE PER PLAN LD1.0 E PERFORATED SUBDRAIN LINE UNDER SYNTHETIC TURF (PERF) 01/23/23 01/23/23 REVIEWED FOR CODE COMPLIANCE Building Inspection Division City of San Rafael C C C C C C C C C CC R45 R45 R45 R45 R45 R45 R45 W4 5 R45 R45 R45 L45 L45 R45 R45 R45 28 ' - 0 " 10 ' - 0 " 10 ' - 7 " 6'- 9 " 2'- 6 " 38 ' - 7 " R3 ' 8 ' - 0 " 19'-7" 13'-1" 10'-0" 15 ' - 3 " 16'- 7 " 21'-6" R 1 2 ' - 7 " R27' 25 ' - 6 " 32'-3" 8'-9" 21 ' - 0 " 5 4 ' - 1 0 " 1 3 6 ° 4 0 ' - 9 " R3 ' - 1 " 78 ' - 1 " 5'- 5 " 20'-8" 122'-1" 10 3 ' - 1 " 27'-6 " 47 ' - 1 0 " R5' 36'-3" 16'-0" 8' - 0 " 52 ' - 0 " TY P . 24'-3" TYP. TY P . 1'-7" 8'-0" 22 ' - 0 " 20 ' - 0 " 27'-1"8'-5"12'-6" 19 ' - 0 " 35 ' - 0 " 21 ' TY P . 15'9.5' TYP. 20' 21 ' 15'9.5' 24 ' - 6 " 15' 12' 9' - 9 " 7'- 4 " 9.5'12'-0" TYP. 7'-0" 52 ' - 0 " 33 ' - 1 1 " T Y P . 20 ' - 0 " 7'- 4 " 3'- 2 " 3'- 8 " R 3 ' R 8 ' R1 2 ' 20 ' - 0 " 6' - 0 " 40'-0" 39'-0" 8'-0" TYP. 9'-0" TYP. 12 ' - 4 " 5'-2" 1 6 4 ° 16'-8" 36'-5 " 7' - 0 " 6' - 0 " 20 ' - 1 0 " 20 ' - 1 0 " 62 ' - 5 " 26 ' - 6 " 20 ' - 1 0 " 62 ' - 5 " 20 ' - 1 0 " 28 ' - 0 " 22 ' - 1 0 " 53 ' - 2 " 24 ' - 0 " 80 ' - 0 " 20 ' - 1 0 " 20 ' - 1 0 " 62 ' - 5 " 46 ' - 1 1 " 3'-10" 13 ' - 2 " 20 ' - 0 " 22 ' - 0 " 52 ' - 0 " TY P . 13 ' - 2 " 28 ' - 7 " 28 ' - 9 " 13 ' - 2 " 28'-1" 18 ' - 1 1 " 9 0 ° 90° 90°90° 135° 9 0 ° 1 0 4 ° 10'-6" 9'-6" 5' - 6 " 1'-10" 279'-0" 329'-0" 23 5 ' - 3 " 121° 15'-0" 30'-0" 300'-6" 16 3 ° 1 3 5 ° 135° 39'-0" 19'-0" 31'-0"39'-0"16'-0" 52 ' - 0 " 60 ' - 0 " 55'-0" 135°135 ° 135 ° 22'-1" 3' - 7 " 10 ' - 1 1 " 35'-5" 16'-0"39'-0" 8' - 0 " 90° 13 ' - 2 " 70 ' - 2 " ED G E O F C O N C R E T E 67 ' - 1 1 " ED G E O F C O N C R E T E 2' - 6 " 20 ' - 0 " 39'-0" 16'-0" 21 ' - 0 " 55'-0" 8' - 0 " 13 5 ° 135°21 ' - 0 " 8'-0" 5'-5" 3' - 6 " 27 ' - 3 " 31'-0" 15'-0"135 ° 1 3 5 ° 13 5 ° 12 1 ° R2 0 ' R2 0 ' 349'-8" 3' - 7 " 7'-9"14'-10" 2'-10" 7'-6" 20 ' - 0 " 16 ' - 7 " 20 ' - 0 " 2' - 0 " 18 ' - 0 " 2' - 6 " 13 ' - 6 " 2'- 0 " 10 ' - 1 " 5'- 2 " 8' - 0 " 2' - 6 " 14 ' - 1 " R4' 16 ' - 3 " 5 ' - 0 " R 2 8 ' R2 8 ' 23'-2" 3'-5" SHEET NO. PROJ. NO. SCALEDATE ISSUED CHECKED BY SHEETSOF DRAWN BY DATE SHEET TITLE PROJECT NAME PROJECT ADDRESS REVISIONSNO. SUBMITTAL DATE SAN RAFAEL AIRPORT RACQUET CLUB COMPLEX 440 SMITH RANCH RD SAN RAFAEL, CA 94903 PLANNING SUBMITTAL 03/18/22 PROGRESS SET 03/30/22 PERMIT SUBMITTAL 02/17/23 KL DC/WD 02/17/23 2117500 CONSULTANT STAMP LAYOUT PLAN KL 1"=30'-0" L6.0 LAYOUT PLAN 0'15'30'60'90' NORTH ALIGN SYM DESCRIPTION RADIUS POINT / CENTER MARK PROPOSED ANGLE BETWEEN ELEMENTS ALIGN EDGES OF ELEMENTS 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.ALL LAYOUT AND GRADES SHALL BE COMPLETED BY A LICENSED SURVEYOR OR OWNER. R 1 0 ' 90°' AL I G N ALIGN ALIGN 01/23/23 01/23/23 REVIEWED FOR CODE COMPLIANCE Building Inspection Division City of San Rafael POTENTIAL JURISDICTIONAL AREAS C C C C C C C C C CC R45 R45 R45 R45 R45 R45 R45 W4 5 R45 R45 R45 L45 L45 R45 R45 R45 21 ' - 5 " 20'-0" SHEET NO. PROJ. NO. SCALEDATE ISSUED CHECKED BY SHEETSOF DRAWN BY DATE SHEET TITLE PROJECT NAME PROJECT ADDRESS REVISIONSNO. SUBMITTAL DATE SAN RAFAEL AIRPORT RACQUET CLUB COMPLEX 440 SMITH RANCH RD SAN RAFAEL, CA 94903 PLANNING SUBMITTAL 03/18/22 PROGRESS SET 03/30/22 PERMIT SUBMITTAL 02/17/23 KL DC/WD 02/17/23 2117500 CONSULTANT STAMP MATERIAL AND DETAIL REFERENCE PLAN KL 1"=30'-0" L7.0 MATERIAL AND DETAIL REFERENCE PLAN 0'15'30'60'90' NORTH 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.IN AREAS THAT HAVE NEW CONCRETE PAVING SHOWN ON THE PLANS, CONTRACTOR MAY PROPOSE TO USE CONCRETE PAVERS AS AN ALTERNATE. REFER TO DETAIL H, SHEET LD4.0. THIS ALTERNATE SHALL BE APPROVED BY OWNER BEFORE PAVERS ARE INSTALLED. MATERIAL NOTES G LD1.0 BIORETENTION AREA FUTURE LOCATION OF FULL COURT SHADE STRUCTURE MATERIAL LEGEND DESCRIPTIONSYM LD2.0 D DTL 1 2 3 4 5 6 7 8 ASPHALT PAVING - VEHICULAR TENNIS COURT SURFACING - GREEN CLAY TENNIS COURT SURFACING CONCRETE PAVING TENNIS COURT SURFACING - BLUE PADEL COURTS SYNTHETIC TURF PLANTING AREA, REFER TO PLANTING PLAN, SHEET L9.0 ASPHALT PAVING - PEDESTRIAN 4' CHAIN LINK FENCING / IN 12" WIDE CONCRETE EDGEBAND 10' CHAIN LINK FENCING / IN 12" WIDE CONCRETE EDGEBAND 5' CHAIN LINK FENCING / IN 12" WIDE CONCRETE EDGEBAND 6' CHAIN LINK FENCING / IN 12" WIDE CONCRETE EDGEBAND G1 G2 G3 G4 G5 10' TALL X 20' WIDE DOUBLE SWING CHAIN LINK GATE 10' TALL X 6' WIDE DOUBLE SWING CHAIN LINK GATE WITH WINDSCREEN 8' TALL X 4' WIDE SWING CHAIN LINK GATE 5' TALL X 4' WIDE SWING CHAIN LINK GATE WITH WINDSCREEN 5' TALL X 4' WIDE SWING CHAIN LINK GATE TENNIS COURT LAYOUT PADEL COURT SYSTEM (OWNER FURNISHED/INSTALLED). REFER TO DETAIL J, SHEET LD2.0 FOR BASE MATERIAL. 12' X 20' SHADE STRUCTURE, REFER TO STRUCTURAL DRAWINGS SHADE SAIL, REFER TO STRUCTURAL DRAWINGS BENCHES (LANDSCAPE FORMS, PARALLEL 42), REFER TO SPECIFICATIONS 6" WIDE SYNTHETIC TURF EDGEBAND G3 G3 G3 G3 G3 G3 G3 G3 G3 G6 G1 G3 G3 G3 G4 G2 G3111111 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 G5 3 3 3 3 3 3 4 5 6 6 6 65 5 LD2.0 D LD4.0 B LD4.0 B LD4.0 F LD2.0 A LD2.0 J LD4.0 C LD2.0 L LD3.0 D LD3.0 D LD3.0 D LD3.0 E LD3.0 F LD3.0 F LD3.0 G LD3.0 H LD3.0 I LD4.0 A HEADER BOARD || || || G6 5' TALL X 4' WIDE SWING CHAIN LINK GATE WITH PANIC HARDWARE LD3.0 O 10 12 LD2.0 F 6" CONCRETE CURB LD2.0 H TENNIS COURT DIVIDER SYSTEM LD4.0 G 7 7 7 7 7 7 77 7 7 7 7 7 7 8 88 9TYP 9TYP 10TYP 10TYP 10TYP G3 12" WIDE CONCRETE EDGEBAND WITH FENCE LD2.0 G 2 2 10' CHAIN LINK FENCING WITH WINDSCREEN / IN 12" WIDE CONCRETE EDGEBAND LD3.0 E 6' CHAIN LINK FENCING WITH WINDSCREEN / IN 12" WIDE CONCRETE EDGEBAND LD3.0 D LD3.0 D5' CHAIN LINK FENCING WITH WINDSCREEN/ IN 12" WIDE CONCRETE EDGEBAND EXISTING ELECTRICAL TRANSFORMATOR 8 8 8 8 8 8 D LD2.0 ASPHALT PAVING (VEHICULAR) H LD2.0 6" CURB A LD2.0 CONCRETE PAVING F LD3.0 10' CHAIN LINK FENCING WITH WINDSCREEN F LD3.0 10' CHAIN LINK FENCING B LD4.0 TENNIS COURT SURFACING ON NEW ASPHALT B LD4.0 TENNIS COURT SURFACING ON NEW ASPHALT D LD2.0 ASPHALT PAVING (PED) F LD3.0 10' CHAIN LINK FENCING F LD3.0 10' CHAIN LINK FENCING D LD3.0 4' CHAIN LINK FENCING G LD1.0 BIORETENTION AREA I LD2.0 6" WIDE EDGEBAND A - 1"-10'A TENNIS COURT ELEVATION 11 6" WIDE CONCRETE EDGEBAND LD2.0 I 12 7 7 11 11 START END G5 SCORE JOINT EXPANSION JOINT LD2.0 B 13 NOT USED 5 5 14 STANDARD PARKING STALL 15 COMPACT PARKING STALL LD2.0 M LD2.0 N 14 TYP 15 TYP 9 LIMIT OF WORK 16 COMPACT SWALE LD2.0 K 16 16 17 FIRE LANE CURB - CURB SHALL BE PAINTED RED ON TOP AND AT LEADING EDGE. THE WORDS "NO PARKING" AND "FIRE LANE" SHALL BE PAINTED ON IT. SIZE TO BE LARGE ENOUGH THAT IT IS VISIBLE FROM A VEHICLE. 17 17 NOT USED 8 TENNIS COURT LIGHTING, REFER TO ELECTRICAL SITE PLAN 01/23/23 01/23/23 REVIEWED FOR CODE COMPLIANCE Building Inspection Division City of San Rafael POTENTIAL JURISDICTIONAL AREAS C C C C C C C C C CC R45 R45 R45 R45 R45 R45 R45 W4 5 R45 R45 R45 L45 L45 R45 R45 R45 POTENTIAL JURISDICTIONAL AREAS C C C C C C C C C CC R45 R45 R45 R45 R45 R45 R45 W4 5 R45 R45 R45 L45 L45 R45 R45 R45 1.151" 25 452 SF 3.581" 29 1,408 SF 1.091" 31 428 SF 1.251" 30 493 SF 1.861" 28 733 SF P.O.C. 12.151" 27 4,781 SF 91" 26 3,545 SF 9.881" 23 3,886 SF 5.461" 24 2,149 SF SHEET NO. PROJ. NO. SCALEDATE ISSUED CHECKED BY SHEETSOF DRAWN BY DATE SHEET TITLE PROJECT NAME PROJECT ADDRESS REVISIONSNO. SUBMITTAL DATE SAN RAFAEL AIRPORT RACQUET CLUB COMPLEX 440 SMITH RANCH RD SAN RAFAEL, CA 94903 PLANNING SUBMITTAL 03/18/22 PROGRESS SET 03/30/22 PERMIT SUBMITTAL 02/17/23 KL DC/WD 02/17/23 2117500 CONSULTANT STAMP 0' 15' 30'60'90' NORTH IRRIGATON PLAN KL 1"=20'-0" L8.0 IRRIGATION PLAN IRRIGATION NOTES 1. THIS SYSTEM IS DESIGNED TO OPERATE AT A MAXIMUM FLOW OF (35) GPM WITH A MINIMUM (30) STATIC P.S.I. AT THE POINT OF CONNECTION. CONTRACTOR SHALL VERIFY PRESSURE PRIOR TO BEGINNING WORK. CONTACT OWNER IMMEDIATELY SHOULD DISCREPANCY ARISE AND RE-DIRECT WORK TO AVOID DELAY. 2. CONTRACTOR SHALL COORDINATE ELECTRICAL SUPPLY WITH GENERAL CONTRACTOR. GENERAL CONTRACTOR SHALL STUB APPROPRIATE POWER SUPPLY IN VICINITY OF CONTROLLER LOCATION. 3. IRRIGATION SYSTEM DESIGN IS DIAGRAMMATIC. WHERE PIPING, VALVES, QUICK COUPLERS, ETC. ARE SHOWN OUTSIDE PLANTING AREAS, OR LIMIT OF WORK; INTENT IS FOR PIPING, VALVES, ETC., TO BE INSTALLED WITHIN PLANTING AREAS OF PROPERTY. INDICATE EXACT LOCATIONS OF IRRIGATION EQUIPMENT ON RECORD DRAWINGS. REFER TO SPECIFICATIONS. 4. CONTRACTOR SHALL PROGRAM CONTROLLER TO ENSURE PROPER IRRIGATION. BASED ON PLANT TYPE, EXPOSURE AND SEASON. 5. CONTRACTOR SHALL REFER TO DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 6. ALL IRRIGATION COMPONENTS SHALL HAVE RECYCLED WATER IDENTIFIERS. REFER TO SPECIFICATIONS. IRRIGATION LEGEND MODEL NO./ DESCRIPTION RAD.PSIGPMMANUFAC.SYM.DTL REF TORO EX-FLO PLUS DRIP IRRIGATION REMOTE CONTROL VALVE (RCV) 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 DRIP ZONE 24" SPACING FOR EMITTERS; TUBING IS TO BE LAID DOWN WITH 24" O.C. SPACING; INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS, DETAILS, AND SPECIFICATIONS XXXX" XX 845 SF APPROX. GPM FLOW THROUGH VALVE CONTROL VALVE SIZE DRIP ZONE SQUARE FOOTAGE IRRIGATION SLEEVE - CLASS 200 PVC, SIZE AS NOTED WITH 30" COVER. MAIN LINE - 1 1 2" SCHEDULE 40 PVC WITH SOLVENT-WELD FITTINGS. 3/4" LATERAL LINE - SCH 40. PVC PIPE & SOLVENT WELD FITTINGS, WITH 18" COVER. 33-DNP QUICK COUPLER VALVE IN LANDCAPERAINBIRD 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. P.O.C. LD5.0 D LD5.0 E LD5.0 A LD5.0 A LD5.0 A LD5.0 G LD5.0 H,I,J CONTRACTOR SHALL CONNECT NEW IRRIGATION SYSTEM IN THIS PROJECT TO THE EXISTING TWO-WIRED IRRIGATION SYSTEM AND CONTROLLER EXISTING HUNTER ACC-PED-A2C-75D-M 75 STATION DECODER CONTROLLER. CONTROLLER IS LOCATED ON THE NORTHWEST SIDE OF BUILDING. NEW VALVES SHALL BE SETUP TO CONNECT TO THIS CONTROLLER. A RECYCLED WATER SIGN LD5.0 L R R R ZsLt CKZ K KDW>LE ƵŝůĚŝŶŐ LŶƐƉĞĐƟŽŶ ŝǀŝƐŝŽŶ ŝƚǇ ŽĨ ^ĂŶ ZĂĨĂĞů POTENTIAL JURISDICTIONAL AREAS C C C C C C C C C CC R45 R45 R45 R45 R45 R45 R45 W4 5 R45 R45 R45 L45 L45 R45 R45 R45 MQ 1 OL 1 RH 1 AS 5 CB 4 CE 6 SC 4 LL 19 HA 1 OE 2 CL 1 RH 1 AH 10 LL 15 SC 4 OE 1 CE 11 LL 12 SC 6 SC 6 AS 4 CE 6 SC 6 CB 4 AS 4 CB 4 AS 4 CE 6 SC 6 SC 6 AS 4 AS 2 MQ 1 LL 3 AS 2 LL 3 MQ 1 AS 2 LL 3 AS 2 MQ 1 LL 3 MQ 1 AS 2 LL 3 AS 2 MQ 1 LL 3 SHEET NO. PROJ. NO. SCALEDATE ISSUED CHECKED BY SHEETSOF DRAWN BY DATE SHEET TITLE PROJECT NAME PROJECT ADDRESS REVISIONSNO. SUBMITTAL DATE SAN RAFAEL AIRPORT RACQUET CLUB COMPLEX 440 SMITH RANCH RD SAN RAFAEL, CA 94903 PLANNING SUBMITTAL 03/18/22 PROGRESS SET 03/30/22 PERMIT SUBMITTAL 02/17/23 KL DC/WD 02/17/23 2117500 CONSULTANT STAMP PLANTING PLAN KL 1"=20'-0" L9.0 PLANTING PLAN PLANTING LEGEND COMMENTSSYMQTYSIZEBOTANICAL/COMMON NAME SPACING/ TREES MQ 6 15 GAL.MELALEUCA QUINQUENERVIA CAJEPUT TREE AS SHOWN 0'15'30'60'90' NORTH OL 1 15 GAL.OLEA EUROPAEA 'SWAN HILL' SWAN HILL OLIVE AS SHOWN RH 2 15 GAL.RHAMNUS ALATERNUS 'JOHN EDWARDS' ITALIAN BUCKTHORN AS SHOWN SHRUBS AH 25 5 GAL.ARCTOSTAPHYLOS HOOKERI FRANCISCANA FRANCISCAN MANZANITA 2'-0" O.C. AS 37 5 GAL.ARCTOSTAPHYLOS X 'SUNSET' SUNSET MANZANITA 4'-0" O.C. CL 1 5 GAL.CEANOTHUS X 'RAY HARTMAN' CALIFORNIA LILAC 10'-0" O.C. CE 29 5 GAL.CHONDROPETALUM ELEPHANTINUM LARGE CAPE RUSH 4'-0" O.C. CB 12 5 GAL.CISTUS X BLANCHE WHITE ROCKROSE 4'-0" O.C. HA 1 5 GAL.HETEROMELES ARBUTIFOLIA TOYON 6'-0" O.C. LL 64 5 GAL.LOMANDRA LONGIFOLIA 'BREEZE' BREEZE MAT RUSH 2'-0" O.C. SC 34 5 GAL.SALVIA X 'CELESTIAL BLUE' CELESTIAL BLUE SAGE 4'-0" O.C. OE 3 5 GAL.OLEA EUROPAEA 'LITTLE OLLIE' TM LITTLE OLLIE OLIVE 6-0" O.C. BIO-RETENTION JP 4,066 5 GAL.JUNCUS PATENS CALIFORNIA GRAY RUSH 2'-0" O.C. PLANTING NOTES 1.PLANT COUNTS SHOWN ARE FOR BIDDING REFERENCE ONLY. CONTRACTOR SHALL SUPPLY ALL PLANTS REQUIRED TO FULFILL DESIGN INTENT AS SHOWN. 2.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. 3.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. 4.ALL NON-TURF PLANTING AREAS SHALL RECEIVE A 3" LAYER OF BARK MULCH TOP DRESS (UNLESS NOTED OTHERWISE). REFER TO SPECIFICATIONS. 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. DETAIL REF. LD5.0 O LD5.0 O LD5.0 O LD5.0 N LD5.0 N LD5.0 N LD5.0 N LD5.0 N LD5.0 N LD5.0 N LD5.0 N LD5.0 N LD5.0 M 01/23/23 01/23/23 REVIEWED FOR CODE COMPLIANCE Building Inspection Division City of San Rafael A B C D G H E F I J K L M N CONSTRUCTION DETAILS NTS LD1.0 CONSTRUCTION DETAILS SHEET NO. PROJ. NO. SCALEDATE ISSUED CHECKED BY SHEETSOF DRAWN BY DATE SHEET TITLE PROJECT NAME PROJECT ADDRESS REVISIONSNO. SUBMITTAL DATE SAN RAFAEL AIRPORT RACQUET CLUB COMPLEX 440 SMITH RANCH RD SAN RAFAEL, CA 94903 PLANNING SUBMITTAL 03/18/22 PROGRESS SET 03/30/22 PERMIT SUBMITTAL 02/17/23 KL DC/WD 02/17/23 2117500 CONSULTANT STAMP 6" 3 MI N . 2" TYP. NOTES: 1.SET BOX COVER TO TOP OF PERMEABLE ROCK BASE ELEVATION. VERIFY EXACT LOCATION AND RIM ELEVATION 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.DO NOT CUT A HOLE IN TURF FOR JUNCTION BOX. SECTION JUNCTION BOX - SYNTHETIC TURF NTS C LD4.0 SYNTHETIC TURF CAST IRON GRATE AND PRECAST FRAME, REFER TO SPECIFICATIONS USE MINIMUM TWO 3" EXTENSION RINGS PUNCH OUT AS NECESSARY TO ACCEPT DRAIN PIPE GROUT IN PLACE, TYP. SOLID WALL STORM DRAIN PIPE OR PERFORATED PIPE, TYP. REFER TO DRAINAGE PLANS FIELD POURED CONCRETE BASE COMPACTED SUBGRADE, REFER TO SPECIFICATIONS CLEANOUT IN SYNTHETIC TURF - COVERED NTS 2" M I N . C L R . C LD4.0 SYNTHETIC TURF 6"x6" CONCRETE COLLAR WITH #3 REBAR, CENTERED. GLUE SYNTHETIC TURF TO TOP OF COLLAR, TYP. CONCRETE COLLAR TO BE FLUSH WITH TOP OF PAD. ADHERE TURF TO COLLAR LID AND RIM. CUT TURF BACKING FOR REMOVABLE LID. 4" TYP. 4" 6" D - STORM DRAIN CLEANOUT 3 4" DRAIN ROCK, REFER TO SPECIFICATIONS SECTION COMMON BRICK, (4 MIN.) ROUND CONCRETE VALVE BOX AND COVER OVER 6" HDPE ADAPTER AND CAP. SYNTHETIC TURF ON LID TO BE CUT OUT FOR ACCESS. 3" TUFT OF BLUE TURF CENTER ON LID. STORM DRAIN CLEANOUT NTS SECTION - 45 ELBOW 2" M I N . C L R . DRAIN LINE, REFER TO PLANS FREE-RESTING CAP OVER OPENING. MATERIAL TO BE SAME AS RISER. ROUND CONCRETE VALVE BOX WITH "STORM" ON CAST IRON LID. REFER TO SPECIFICATIONS COMMON BRICK (4 MIN.) 6" SOLID CHDPE RISER - LENGTH AS NEEDED, TYP. 45° "ELL," SIZE PER CLEANOUT 45° "ELL," OR WYE, SIZE PER CLENOUT SOLID WALL OR PERFORATED CHDPE DRAIN LINE SIZE AND TYPE PER PLAN C,N - CLEANOUT BOX 3 4" DRAIN ROCK, REFER TO SPECIFICATIONS 6" 4" NOTE: CONTRACTOR TO INSTALL SURFACING IMPROVEMENTS PER DRAWINGS. SECTIONS FOR SURFACING IMPROVEMENTS SHALL SUPERCEDE BACKFILL FOR STORM DRAINS. 4" MI N . 4" MI N . 3" MIN. TO 18" MAX. BOTTOM OF TRENCH TRENCH BACKFILL - SOLID WALL STORM NTS FINISHED SURFACE, REFER TO PLANS TOP OF SUBGRADE NATIVE BACKFILL, REFER TO SPECIFICATIONS FOR COMPACTION BEDDING FOR UTILITY PIPING, SELECT BACKFILL, REFER TO SPECIFICATIONS SOLID WALL STORM/SEWER, REFER TO SPECIFICATIONS AND SIZE PER PLANS SECTION DETECTOR TAPE NOTES: 1.VERIFY EXACT LOCATION AND RIM PRIOR TO INSTALLATION. 2.ALL PIPING ENTRIES AND EXITS INTO DRAINAGE STRUCTURES SHALL BE GROUTED SMOOTH AND WATERTIGHT USING NON-SHRINK GROUT, TYP. 3.CONCRETE BOX RISERS AND EXTENSIONS SHALL BE CONNECTED WITH AN ADHESIVE PRODUCT (RAMNEK OR EQUIVALENT). 4.ALL LIDS/GRATES SHALL BE FITTED WITH BOLT OR LOCK-DOWN MECHANISMS. BIORETENTION DRAIN CAST IRON GRATE, REFER TO SPECIFICATIONS NTS PRECAST CONCRETE CONCRETE DRAIN BOX. 12"Ø UNLESS OTHERWISE NOTED ON PLANS, REFER TO SPECIFICATIONS 9" PRECAST ROUND BOX, REFER TO SPECIFICATIONS 4" SOLID WALL SWEEP & EXTENSION W/ WATERTIGHT CAP SOLID WALL STORM DRAIN TO STORM SYSTEM, REFER TO PLANS FIELD POURED CONCRETE BASE BIORETENTION BASIN EMBANKMENT BIORETENTION SOIL MIX, REFER TO SPECIFICATIONS 6" PERFORATED CHDPE W/ FILTER SOCK 0.5% MIN SLOPE TO CATCH BASIN CLASS II PERMEABLE BASE ROCK, REFER TO SPECIFICATIONS 4" SOLID WALL PIPE TO PERFORATED CHDPE COUPLER COMPACTED SUBGRADE, REFER TO SPECIFICATIONS SECTION COMMON BRICKS, (4 MIN.) DRAINAGE WEIR, REFER TO DETAIL A, SHEET LD1.1 FOR ADDITIONAL INFORMATION. BIORETENTION AREA NTS BIORENTENTION SOIL MIX, REFER TO SPECIFICATIONS 8" 1'-0" 18 " 2" 6" ADJACENT SURFACE, REFER TO PLANS FILTER FABRIC, REFER TO SPECIFICATIONS 6" SOLID WALL PIPE TO PERFORATED CHDPE COUPLER COMPACTED SUBGRADE, REFER TO SPECIFICATIONS CLASS II PERMEABLE BASE ROCK, REFER TO SPECIFICATIONS SECTION 3:1 MAX SLOPE 3'-0" ℄ C LD4.0 SYNTHETIC TURF PERFORATED SUBDRAIN UNDER SYNTHETIC TURFNTS GEOTEXTILE FILTER FABRIC, PLACE ON TOP OF BASE, REFER TO SPECIFICATIONS EDGEBAND, REFER TO PLANS COMPACTED SUBGRADE, REFER TO SPECIFICATIONS SUBDRAIN TRENCH DRAIN ROCK, REFER TO SPECIFICATIONS PERFORATED CHDPE, REFER TO SPECIFICATIONS SLOPE SUBGRADE TO DRAIN 2% MIN. PERMEABLE GEOTEXTILE FABRIC, REFER TO SPECIFICATIONS 30" 3" M I N . EQ.EQ. SIDE SECTIONFRONT SECTION/ELEVATION 6" 6" 1 2 " EQ EQ 6" PLAN 1" RAD I U S 4 X P I P E D I A M E T E R 18" M I N . 1" COBBLE ENERGY DISSIPATOR BIORETENTION BASIN EMBANKMENT 3:1 MAX SLOPE CONCRETE SLURRY BASE BIORETENTION SOIL MIX BIORETENTION SOIL MIX CONCRETE SLURRY BASE BOTTOM OF BIO-RETENTION BASIN - REFER TO GRADING PLAN WASHED 3"-4" COBBLE IMBEDDED IN 2" CONCRETE SOLID DRAIN PIPE W/ MITERED CAP & STEEL GRATE BOLT DOWN NTS DOMESTIC WATER TRENCHING NTS 18 " 6" DETECTION / LOCATOR TAPE WITH TRACER WIRE, TYP. FINISH GRADE DOMESTIC WATER LINE PAVING - SEE PLANS SECTION - TRENCHING WITHIN LANDSCAPE AREAS SECTION - TRENCHING UNDER PAVEMENT 18 " 6" DETECTION / LOCATOR TAPE WITH TRACER WIRE, TYP. FINISH GRADE DOMESTIC WATER LINE SNAKE ALL LATERAL PIPE IN TRENCHES TRENCH DRAIN AT PADEL COURT NTS J D2.0 PADEL COURT A D2.0 CONCRETE PAVING7" 4" 4" ACO SLAB DRAIN, REFER TO SPECIFICATION 6" NOTE: VALVE TO HAVE 3" MIN. CLEARANCE FROM LID BOTTOM TO TOP OF PVC PIPE SLEEVE. 2" MI N . 10" ROUND VALVE BOX W/ BOLT DOWN LID, REFER TO SPECIFICATIONS FINISH GRADE, REFER TO PLANS BALL VALVE - ADJUST HANDLE LENGTH TO ENSURE CLEARANCE WITHIN PVC SLEEVE 10" DIA. PVC CLASS 160 PIPE SLEEVE (LENGTH AS REQUIRED) COMMON BRICKS (4 MIN.) PVC SCHEDULE 80 TXT NIPPLE (LENGTH AS REQUIRED) PVC SCHEDULE 80 SxT COUPLING (TYP.) MAIN LINE (TYP) COMPACTED BACKFILL, REFER TO SPECIFICATIONS PVC SCHEDULE 80 TxT NIPPLE (LENGTH AS REQUIRED) 3 4" DRAIN ROCK, 12" MIN. DEPTH PVC SCHEDULE 80 UNIONS, EACH SIDE OF VALVE 3" C L R . MI N . DOMESTIC WATER BALL VALVE NTS SECTION 3" TYP. 12 " NOTES: 1.REFER TO EDGEBAND AND CURB NOTES, DETAIL E, SHEET LD2.0 FOR ADDITIONAL INFORMATION. 2.TRENCH DRAIN AND 12" WIDE EDGEBAND SHALL BE POURED TOGETHER AS ONE MONOLITHIC POUR AT LOCATIONS SHOWN ON DRAINAGE PLAN. NEW FENCE POST, REFER TO PLANS FENCE POST FOOTING, REFER TO PLANS ℄ TRENCH DRAIN AT CLAY COURTS NTS SECTION 3" TY P . TRENCH DRAIN, REFER TO SPECIFICATIONS COMPACTED SUBGRADE, REFER TO SPECIFICATIONS COMPACTED CLASS II AGGREGATE BASE, REFER TO SPECIFICATIONS 4" 4" CALICLAY SURFACING SYSTEM. TENNIS SIDE G LD2.0 12" WIDE EDGEBAND WITH FENCE CLEANOUT IN SOFTSCAPE NTS 2" M I N . CL R . 4" METAL LID, REFER TO SPECIFICATIONS ROUND VALVE BOX, REFER TO SPECIFICATIONS COMMON BRICK (4 MIN.) 4" 6" 4" 4" NATURAL GRASS LAWN TOP OF FINISHED SURFACE, REFER TO PLANS AMENDED TOPSOIL, REFER TO SPECIFICATIONS D - STORM DRAIN CLEANOUT 3 4" DRAIN ROCK, REFER TO SPECIFICATIONS SECTION NOT U S E D 01/23/23 01/23/23 REVIEWED FOR CODE COMPLIANCE Building Inspection Division City of San Rafael A B C D E F G H U J K L M N O CONSTRUCTION DETAILS NTS LD1.1 CONSTRUCTION DETAILS SHEET NO. PROJ. NO. SCALEDATE ISSUED CHECKED BY SHEETSOF DRAWN BY DATE SHEET TITLE PROJECT NAME PROJECT ADDRESS REVISIONSNO. SUBMITTAL DATE SAN RAFAEL AIRPORT RACQUET CLUB COMPLEX 440 SMITH RANCH RD SAN RAFAEL, CA 94903 PLANNING SUBMITTAL 03/18/22 PROGRESS SET 03/30/22 PERMIT SUBMITTAL 02/17/23 KL DC/WD 02/17/23 2117500 CONSULTANT STAMP SECTION - A-A' DRAINAGE WEIR NTS 3" 112" 3" PLAN A'A (4) 2"x2"x1 8" ANGLE IRON. CUT ANGLE IRON TO LENGTH OF WEIR PLATE. ANGLE IRON TO BE SECURED TO DRAINAGE STRUCTURE WITH (2) 3 8"DIA. x3" CONCRETE ANCHOR BOLT AT EACH ANGLE IRON. WEIR - 3 8" STEEL PLATE, CURVED AS REQUIRED. STEEL PLATE TO BE HOT DIPPED GALVANIZED. E LD1.0 BIORETENTION DRAIN OUTFLOW PIPE, REFER TO DRAINAGE PLAN OUTFLOW PIPE, REFER TO DRAINAGE PLAN DRAIN INLET GRATE, REFER TO DRAINAGE PLAN 2" Ø ORIFICE (4) 2"x2"x1 8" ANGLE IRON. CUT ANGLE IRON TO LENGTH OF WEIR PLATE. ANGLE IRON TO BE SECURED TO DRAINAGE STRUCTURE WITH (2) 3 8"DIA. x3" CONCRETE ANCHOR BOLT AT EACH ANGLE IRON. WEIR - 3 8" STEEL PLATE, CURVED AS REQUIRED. STEEL PLATE TO BE HOT DIPPED GALVANIZED. INLET PIPE, TYP. REFER TO DRAINAGE PLAN INLET PIPE, TYP. REFER TO DRAINAGE PLAN 2" BETWEEN THE BOTTOM GRATE AND TOP OF WEIR PLATE. E LD1.0 BIORETENTION DRAIN 01/23/23 01/23/23 REVIEWED FOR CODE COMPLIANCE Building Inspection Division City of San Rafael A B C D E F G H I J K L M N CONSTRUCTION DETAILS NTS LD2.0 CONSTRUCTION DETAILS SHEET NO. PROJ. NO. SCALEDATE ISSUED CHECKED BY SHEETSOF DRAWN BY DATE SHEET TITLE PROJECT NAME PROJECT ADDRESS REVISIONSNO. SUBMITTAL DATE SAN RAFAEL AIRPORT RACQUET CLUB COMPLEX 440 SMITH RANCH RD SAN RAFAEL, CA 94903 PLANNING SUBMITTAL 03/18/22 PROGRESS SET 03/30/22 PERMIT SUBMITTAL 02/17/23 KL DC/WD 02/17/23 2117500 CONSULTANT STAMP ASPHALT PAVING NTS 3" 8" 4. 5 " 13 " TE N N I S C O U R T S VE H I C U L A R ASPHALT PAVING, REFER TO SPECIFICATIONS COMPACTED CLASS II AGGREGATE BASE, REFER TO SPECIFICATIONS COMPACTED SUBGRADE, REFER TO SPECIFICATIONS SECTION 238" 8" PE D E S T R I A N CONCRETE PAVING NTS NOTES: 1. PROVIDE SCORE JOINTS 5' O.C. AND 10' O.C. FOR EXPANSION JOINT UNLESS OTHERWISE NOTED. 2. BID ALTERNATE FOR ALL HARDSCAPE AND SYNTHETIC SURFACE SHALL BE CHEMICALLY TREATED SUBGRADE. LIME TREATMENT SHALL BE 18" DEEP WITH 4% LIME TREATMENT (2% LIME/2% CEMENT) REINFORCING TO BE #3 REBAR @ 18" O.C. BOTH DIRECTIONS, TYP. IN MIDDLE OF SLAB. 5" 4" 3" TYP. 1" COMPACTED CLASS II AGGREGATE BASE, REFER TO SPECIFICATIONS B - EXPANSION JOINT 6" B - SCORE JOINT C - CONCRETE PAVING FINISH 2" ADJACENT SOFTSCAPE, REFER TO PLANS 3" 3" COMPACTED SUBGRADE, REFER TO SPECIFICATIONS PE D E S T R I A N #3 CONTINUOUS REBAR, TYP. THICKENED EDGE, TYP. BOTH EDGES SECTION 5" 12 " VE H I C U L A R POUR A POUR B ℄ POUR A EX. SLAB FILL CAP WITH FLEXIBLE, SELF- LEVELING JOINT SEALANT COMPOUND AND BACKER ROD PER SPECIFICATIONS - COLOR TBD ℄ 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 A - 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. A - 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 ℄ NEW POUR EX. SLAB ℄ 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 A - CONCRETE PAVING A - CONCRETE PAVING SCORE JOINT SECTION 1 8" WIDE SCORE JOINT, TOOLED OR SAW-CUT X X/ 4 REINFORCEMENT BAR PER CONCRETE PAVING DETAIL R1 4"R1 4" R1 4"R1 4" CONCRETE PAVING FINISH NTS NOTE: PROVIDE SCORE JOINTS 5' O.C. AND 10' O.C. FOR EXPANSION JOINT UNLESS OTHERWISE NOTED. MEDIUM BROOM FINISH IN DIRECTION SHOWN B - EXPANSION JOINT B - SCORE JOINT VA R I E S , R E F E R T O P L A N S PLAN 6" WIDE EDGEBAND AT SYNTHETIC TURF NTS NOTE: REFER TO EDGEBAND AND CURB NOTES, DETAIL E, THIS SHEET FOR ADDITIONAL INFORMATION. 6" 4" 6" ADJACENT SURFACE VARIES, REFER TO PLANS AND SPECIFICATIONS 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 C LD4.0 SYNTHETIC TURF D LD4.0 SYNTHETIC TURF CONNECTION 3" TYP. 12 " 3" TY P . NOTES: 1. REFER TO EDGEBAND AND CURB NOTES, DETAIL E THIS SHEET FOR ADDITIONAL INFORMATION. 2. ON LANDSCAPE SIDE, ADJACENT SURFACE HEIGHT VARIES - 3" MAX ONLY, REFER TO GRADING PLAN. NEW FENCE POST, REFER TO PLANS CONCRETE EDGEBAND WITH MEDIUM BROOM FINISH LENGTHWISE ADJACENT SURFACE AND GRADES VARY, REFER TO PLANS AND SPECIFICATIONS COMPACTED SUBGRADE, REFER TO SPECIFICATIONS FENCE POST FOOTING, REFER TO PLANS 3 8" TOOLED RADIUS, TYP, REFER TO SPECIFICATIONS ℄ ℄ 12" (4) #4 REBAR, HORIZONTAL CONTINUOUS, TYP. 12" WIDE EDGEBAND WITH FENCE NTS SECTION COMPACTED CLASS II AGGREGATE BASE, REFER TO SPECIFICATIONS NOTES PERTAIN TO ALL EDGEBAND AND CURB DETAILS: 1. FOR EDGEBANDS AND CURBS WITH FENCING, INSTALL EXPANSION JOINTS AT ALL CORNERS, BEGINNINGS, AND ENDINGS OF RADII, AND AT ALL FENCE POSTS. INSTALL SCORE JOINTS AT 5' O.C. AND OR EVENLY SPACED AND CENTERED BETWEEN POSTS. 2. FOR EDGEBAND AND CURBS WITHOUT FENCING, 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. 3. ALL EXPANSION JOINTS SHALL BE SEALED, PER SPECIFICATIONS. FINISHES: EDGEBANDS AND CURBS: MEDIUM BROOM EDGEBAND AND CURB NOTES NTS 6" CONCRETE CURB NTS 8" 6" 11 " 112" NOTE: REFER TO EDGEBAND AND CURB NOTES, DETAIL E, THIS SHEET 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 1 2" TOOLED RADIUS, TYP. #4 VERTICAL REBARS AT 16" O.C. SPACING WITH STANDARD HOOKS AT EACH END SECTION COMPACTED CLASS II AGGREGATE BASE, REFER TO SPECIFICATIONS NOTES: 1. REFER TO EDGEBAND AND CURB NOTES, DETAIL E, THIS SHEET FOR ADDITIONAL INFORMATION. ADJACENT SURFACE PADEL COURT NTS 6" 6" COMPACTED CLASS II AGGREGATE BASE, REFER TO SPECIFICATIONS COMPACTED SUBGRADE, REFER TO SPECIFICATIONS 14" 12 " # 3 REBAR # 6 STIRRUPS CONCRETE PAVING 3" TYP. 3" T Y P . PADEL BOX SYSTEM (OWNER INSTALLED) PADEL BOX SURFACE (OWNER INSTALLED) NOTES: 1. USE CURVED DETAIL WHEN RADIUS IS LESS THAN 30' AND BOARD LENGTH IS LESS THAN 16'. 2. ALL WOOD TO BE ROUGH SAWN REDWOOD CONSTRUCTION GRADE. 3. FINISH GRADE OF PLANTING AREA TO BE 1" BELOW TOP OF HEADER. 4. TAPER FINISH GRADE FROM 1'' AT HEADER TO 3'' WITHIN 4'-0" OF HEADER BOARD, FOR 3'' MULCH LAYER. SECTION REDWOOD HEADER BOARD NTS 2"x4" ROUGH SAWN HEADER FOR STRAIGHT RUNS 1"x4"x24" SPLICE PLATE 2" GALVANIZED SCREWS, TYP. STAGGERED SPLICES 24" MIN. 2"x4"x16" MIN. WOOD STAKE AT 5'-0" MAX. ON NON SOD AND/OR DECOMPOSED GRANITE SIDE. (3) 1"x4" WOOD LAMINATE FOR CURVES ADJACENT SURFACE, REFER TO PLANS TOP OF STAKE TO BE ANGLE CUT AND 1" BELOW TOP OF HEADER BOARD (2) 3" GALVANIZED SCREWS - TYP. 2"x4" ROUGH SAWN HEADER FOR STRAIGHT RUNS OR 1"x4" WOOD LAMINATE FOR CURVES 2"x4"x16" MIN. WOOD STAKE AT 5'-0" MAX. PLAN 6" WIDE CONCRETE EDGEBAND NTS NOTE: REFER TO EDGEBAND AND TALL CURB NOTES, DETAIL E, THIS SHEET FOR ADDITIONAL INFORMATION. 6" 4" 6" ADJACENT SURFACE VARIES, REFER TO PLANS AND SPECIFICATIONS 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 19 ' - 0 " STANDARD PARKING STALL NTS 6" WIDE CONCRETE CURB 9'-0" STANDARD STALL PLAN 4" WIDE WHITE STRIPING COMPACT 16 ' - 0 " M I N . - 1 9 ' - 0 " M A X . COMPACT PARKING STALL NTS 12" TALL "COMPACT" LETTERING SHALL BE WHITE IN COLOR. 6" WIDE CONCRETE CURB 8'-0" COMPACT STALL PLAN COMPACTCOMPACT 4" WIDE WHITE STRIPING SLOPE PER PLAN NOTES: 1.PROVIDE SCORE JOINTS 8' ON CENTER AND ALIGN WITH FENCE POSTS. 2.SJ = SAWCUT JOINT EJ = EXPANSION JOINT REFER TO DETAIL B, THIS SHEET CONCRETE SWALE 8" FLUSH FLUSH 9" ℄ 9" 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 FL O W L I N E 01/23/23 01/23/23 Z9sL9t95 CKZ /K59 /KDW>LE/9 .ƵŝůĚŝŶŐ LŶƐƉĞĐƟŽŶ 5ŝǀŝƐŝŽŶ /ŝƚǇ ŽĨ ^ĂŶ ZĂĨĂĞů A B C D E F G H I J K L M N O P CONSTRUCTION DETAILS NTS LD3.0 CONSTRUCTION DETAILS SHEET NO. PROJ. NO. SCALEDATE ISSUED CHECKED BY SHEETSOF DRAWN BY DATE SHEET TITLE PROJECT NAME PROJECT ADDRESS REVISIONSNO. SUBMITTAL DATE SAN RAFAEL AIRPORT RACQUET CLUB COMPLEX 440 SMITH RANCH RD SAN RAFAEL, CA 94903 PLANNING SUBMITTAL 03/18/22 PROGRESS SET 03/30/22 PERMIT SUBMITTAL 02/17/23 KL DC/WD 02/17/23 2117500 CONSULTANT STAMP GATE AND FENCE NOTES NTS NOTES PERTAIN TO ALL GATE AND FENCE DETAILS: 1.PLACE FENCE FABRIC ON COURT SIDE. 2.BOTTOM RAIL TO BE 2" FROM FINISH GRADE, FENCE FABRIC BOTTOM EDGE TO BE 1" FROM FINISH GRADE. 3.SUBMIT SHOP DRAWINGS FOR ACCEPTANCE BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 4.GATES IN PATH OF TRAVEL MUST MEET ENTRY AND EXIT DOOR REQUIREMENTS. 5.FOR PEDESTRIAN GATE, PROVIDE LOCKING DEVICE TO SECURE GATE IN OPEN POSITION. 6.ALL PEDESTRIAN SWING GATES SHALL RECEIVE A GATE LOCK. REFER TO DETAIL L. PEDESTRIAN GATES ARE NOTED BY HAVING A KICK PLATE ATTACHMENT. 7.REFER TO PLANS FOR EDGEBAND TYPE UNLESS OTHERWISE NOTED. 8.FOR GATES WITH DROP BAR, PROVIDE 8" DEEP FOOTING WITH SCH. 40 STEEL PIPE SLEEVE. CANE STOP TO GO DOWN 4" INTO CONCRETE IN CLOSED POSITION AND OPEN POSITION. 9.TACK WELD HINGES TO POSTS AT GATES. 10.DOUBLE SWING GATES THAT ARE INLINE WITH FENCING, GATE POSTS SHALL BE OFFSET FROM THE FENCE TO ALLOW SWING GATES TO OPEN A FULL 180° BACK AGAINST THE FENCE PER PLAN LAYOUT. 11.THE PIPE SIZES INDICATED ARE NPS FOR: STANDARD GALV. PIPE SCHEDULE 40. 12.FENCE/GATE FABRIC FINISH TO BE VINYL COATED. FENCE POST SHALL BE PAINTED BLACK PER SPECIFICATIONS. 13.OWNER MAY MAKE SUBSTITUTIONS. NOTE: 1.SEE GENERAL FENCE & GATE NOTES THIS SHEET, DETAIL A. 2" 4' TO 6' TALL CHAIN LINK FENCE NTS 8'-0" MAX. 4' - 0 " - 6 ' - 0 " RE F E R T O P L A N S SECTION ℄℄ FINISHED SURFACE, REFER TO PLANS TIES AT 24" O.C. MIN. TOP AND BOTTOM RAILS, TYP. FENCE FABRIC, REFER TO SPECIFICATIONS FLAT STRETCHER, BAR AT END POSTS TYP. END/CORNER POST POST CAPS PERMANENTLY FASTENED, TYP. KNUCKLED SELVAGE TOP AND BOTTOM BOTTOM RAIL, REFER TO SPECIFICATIONS LINE POST TOP RAIL, REFER TO SPECIFICATIONS REFER TO STRUCTURAL PLANS NOTE: 1.SEE GENERAL FENCE & GATE NOTES THIS SHEET, DETAIL A. 2" 10' TALL CHAIN LINK FENCE NTS 8'-0" MAX. 10 ' - 0 " SECTION ℄℄ FINISHED SURFACE, REFER TO PLANS TIES AT 24" O.C. MIN. TOP AND BOTTOM RAILS, TYP. FENCE FABRIC, REFER TO SPECIFICATIONS FLAT STRETCHER, BAR AT END POSTS TYP. END/CORNER POST POST CAPS PERMANENTLY FASTENED, TYP. KNUCKLED SELVAGE TOP AND BOTTOM BOTTOM RAIL, REFER TO SPECIFICATIONS LINE POST TOP RAIL, REFER TO SPECIFICATIONS REFER TO STRUCTURAL PLANS 6'-0" OR 20'-0" EQ.EQ.GATE FRAME, TYP. REFER TO SPECIFICATIONS GATE POST, TYP. 180° SWING HINGES TOP, MIDDLE, AND BOTTOM, TYP. FINISH SURFACE, REFER TO PLANS M - GATE DROP ROD TRUSS ROD TIGHTENER AND FITTINGS, TYP. INSTALLED ON 10'-0" WIDE GATES (TOTAL WIDTH) OR LARGER SECTION ℄ 10' TALL DOUBLE SWING GATE NTS MID RAIL, TYP. REFER TO SPECIFICATIONS ℄ 10 ' - 0 " NOTE: 1.REFER TO GENERAL FENCE & GATE NOTES, THIS SHEET, DETAIL A. REFER TO STRUCTURAL PLANS 2" 10 ' - 0 " 34 " M I N . T O 4 4 " M A X . GATE FRAME, TYP. REFER TO SPECIFICATIONS GATE POST 180° SWING HINGES TOP, MIDDLE, AND BOTTOM, TYP. 10" 10 GAUGE KICK PLATE FLUSH WITH FRAME ON PUSH EXIT DOORS. KICK PLATES SHALL BE FIELD WELDED ONTO BOTH SIDES OF GATE FRAME, NON-STRUCTURAL WELD. FINISH SURFACE, REFER TO PLANS L - GATE LEVER 8' TALL X 4' WIDE SWING CHAIN LINK GATE NTS SECTION 4'-0" 2" 8' - 0 " MID RAIL, REFER TO SPECIFICATIONS NOTE: 1.REFER TO GENERAL FENCE & GATE NOTES, THIS SHEET, DETAIL A. REFER TO STRUCTURAL PLANS 2" 4' - 0 " SECTION 4'-0" 4' TALL X 4' WIDE SWING CHAIN LINK GATE NTS 34 " M I N . - 3 8 " M A X . GATE FRAME, TYP. REFER TO SPECIFICATIONS GATE POST 180° SWING HINGES TOP, MIDDLE, AND BOTTOM, TYP. 10" 10 GAUGE KICK PLATE FLUSH WITH FRAME ON PUSH EXIT DOORS. KICK PLATES SHALL BE FIELD WELDED ONTO BOTH SIDES OF GATE FRAME, NON-STRUCTURAL WELD. FINISH SURFACE, REFER TO PLANS L - GATE LEVER NOTE: 1.REFER TO GENERAL FENCE & GATE NOTES, THIS SHEET, DETAIL A. REFER TO STRUCTURAL PLANS 2" 5' - 0 " SECTION 4'-0" 5' TALL X 4' WIDE SWING CHAIN LINK GATE NTS 34 " M I N . T O 4 4 " M A X . GATE FRAME, TYP. REFER TO SPECIFICATIONS GATE POST 180° SELF CLOSING SWING HINGES TOP, MIDDLE, AND BOTTOM, TYP. 10" 10 GAUGE KICK PLATE FLUSH WITH FRAME ON PUSH EXIT DOORS. KICK PLATES SHALL BE FIELD WELDED ONTO BOTH SIDES OF GATE FRAME, NON-STRUCTURAL WELD. FINISH SURFACE, REFER TO PLANS K - GATE LATCH NOTE: 1.REFER TO GENERAL FENCE & GATE NOTES, THIS SHEET, DETAIL A. REFER TO STRUCTURAL PLANS GATE LATCH NTS PLAN VIEW RECEIVING FENCE POST, REFER TO PLANS GATE FRAME, REFER TO SPECIFICATIONS FULCRUM GATE LATCH (MODEL: CL-FULCRUM-SNG) AT HOOVER FENCE CO. (800-355-2335). INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND TACK WELD TO GATE POST. CONTRACTOR TO SIZE LATCH WITH RECEIVING FENCE POST SIZE. PROVIDE AND WELD HANDLE ON BOTH SIDES OF MOUNT LEVER AND PAINT WELDS WITH ZINC GALVANIZE COATING. PROVIDE AND WELD HANDLE ON BOTH SIDES OF MOUNT LEVER AND PAINT WELDS WITH ZINC GALVANIZE COATING. ISOMETRIC VIEW FULCRUM GATE LATCH (MODEL: CL-FULCRUM-SNG) AT HOOVER FENCE CO. (800-355-2335). INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND TACK WELD TO GATE POST. CONTRACTOR TO SIZE LATCH WITH RECEIVING FENCE POST SIZE. 11 2" CLR. 112" CLR.4" Min. 4" M I N . NOTES: 1.CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ACCEPTANCE BY DISTRICT'S REPRESENTATIVE PRIOR TO FABRICATION. 2.INSTALL 36" ABOVE FINISH GRADE. LOCINOX GATE LOCKS FOR CHAIN LINK GATES HOOVER FENCE CO. 1 800 355 2335 WWW.HOOVERFENCE.COM GATE LEVER AND LOCK (LOCINOX)NTS ADJACENT FENCE POST GATE FRAME POST CHAIN LINK HOLDER END OF GATE HANDLE TO HAVE NOTCH TOWARD FENCE AND BE 1 2" FROM FENCE. GATE HANDLE: TO BE LOCATED ON BOTH SIDES OF THE GATE GATE LOCK FENCE TENSION BAR CHAIN LINK FABRIC GATE STOP AND KEEPER ROUND POST ADAPTER ELEVATION GATE - DROP ROD NTS 13 8" HEAVY DROP ROD, REFER TO SPECIFICATIONS FOOTING - SECTION DROP ROD - ISOMETRIC 13 8" HEAVY DROP ROD, REFER TO SPECIFICATIONS DROP ROD POST CAP, REFER TO SPECIFICATIONS INDUSTRIAL FORK WITH PADLOCK INSERT - WELDED TO DROP ROD AT 36" ABOVE FINISH SURFACE, REFER TO SPECIFICATIONS. ADJACENT GATE FRAME, REFER TO PLANS DROP ROD GUIDE BOLTED TO GATE FRAME. INSTALL BELOW FORK AND ABOVE "STOPPER", REFER TO SPECIFICATIONS. 15 8" "STOPPER", WELDED TO DROP ROD. 6" 8" 6" 4"SCH. 40 SLEEVE. TOP OF SLEEVE TO BE FLUSH WITH FINISH SURFACE. FINISHED SURFACE, REFER TO PLANS. SELF-CLOSING HINGES AT CHAIN LINK GATE NTS RECEIVING FENCE POST, REFER TO PLANS RECEIVING GATE FRAME, REFER TO SPECIFICATIONS CHAIN LINK BRACKET ADAPTER (MODEL: LOCINOX CLB-MAMMOTH, SEE NOTES), TYP. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SELF-CLOSING GATE HINGE, TOP AND BOTTOM (MODEL: LOCINOX MAMMOTH, SEE NOTES). INSTALL PER MANUFACTURER'S RECOMMENDATIONS. PLAN VIEW ISOMETRIC VIEW SELF-CLOSING GATE HINGE CHAIN LINK BRACKET ADAPTER RECEIVING GATE FRAME, REFER TO SPECIFICATIONS RECEIVING FENCE POST, REFER TO PLANS NOTES: 1.SELF CLOSING GATE HINGE FOR GATES UP TO 330 LBS. AND 5' WIDE SHALL BE MAMMOTH-180. 2.SELF CLOSING GATE HINGE FOR GATES UP TO 440 LBS. AND 6.5' WIDE SHALL BE MAMMOTH-HD. 3.CHAIN LINK BRACKET ADAPTER SHALL BE MAMMOTH-CLB, FOR POSTS UP TO 4" DIAMETER. 4.FOR POSTS LARGER THAN 4" DIAMETER, CONTRACTOR SHALL SPOT-WELD ANGLE IRON TO POST, SIZED APPROPRIATELY TO MOUNT HINGES. 5.MOUNTING HARDWARE FOR LOCINOX PRODUCTS PROVIDED BY MANUFACTURER. MIN. 9 16" / MAX. 13 8" 2" 5' - 0 " M A X . SECTION 4'-0" 30 " M I N . T O 4 4 M A X 5' TALL X 4' SWING GATE WITH PANIC HARDWARE NTS 16 GAUGE PERFORATED METAL PANEL WITH 3 8" HOLES, TYP. WELD TO GATE FRAME AND PLATE AT 12" O.C. GATE FRAME, TYP. REFER TO SPECIFICATIONS GATE POST 180° SELF CLOSING SWING HINGES TOP, MIDDLE, AND BOTTOM, TYP. HINGES SHALL BE SELF CLOSING: HOOVER CL-SPRING-HINGE-U 10" 10 GAUGE KICK PLATE FLUSH WITH FRAME ON PUSH SIDE OF EXIT DOORS SHALL BE FIELD WELDED ONTO GATE FRAME, NON-STRUCTURAL WELD. FINISH SURFACE, REFER TO PLANS P - ACCESSIBLE PANIC BAR AND LEVER NOTE: 1.SEE GENERAL FENCE & GATE NOTES DETAIL A, THIS SHEET. 2'-0" PERFORATED METAL PANEL EXTENDS 2' ON BOTH SIDES OF GATE REFER TO STRUCTURAL PLANS OUTSIDE OF GATE (LOCKING SIDE) INSIDE OF GATE (PUSH SIDE) 36 " M I N . T O F I N I S H E D S U R F A C E ACCESSIBLE PANIC BAR AND LEVER - CHAIN LINK FENCE NTS ℄ ℄ 12" STEEL 10 GAUGE GUARD PLATE. WELD ONTO GATE FRAME, FINISH TO MATCH FENCE PULL HANDLE - REFER TO SPECIFICATIONS RECEIVER BRACKET - REFER TO SPECIFICATIONS PUSH BAR - REFER TO SPECIFICATIONS 12" STEEL 10 GAUGE MOUNTING PLATE. WELD ONTO GATE FRAME, FINISH TO MATCH FENCE ADJACENT GATE POST 16 GAUGE PERFORATED METAL PANEL WITH 3 8" HOLES, TYP. WELD TO GATE FRAME AND PLATE AT 12" O.C. GATE FRAME, TYP. - REFER TO SPECIFICATIONS 16 GAUGE PERFORATED METAL PANEL WITH 3 8" HOLES, TYP. WELD TO GATE FRAME AND PLATE AT 12" O.C. ADJACENT GATE POST NOT U S E D NOT U S E D NOT U S E D 01/23/23 01/23/23 REVIEWED FOR CODE COMPLIANCE Building Inspection Division City of San Rafael A B C D F G H E I J K L M N O CONSTRUCTION DETAILS NTS LD4.0 CONSTRUCTION DETAILS SHEET NO. PROJ. NO. SCALEDATE ISSUED CHECKED BY SHEETSOF DRAWN BY DATE SHEET TITLE PROJECT NAME PROJECT ADDRESS REVISIONSNO. SUBMITTAL DATE SAN RAFAEL AIRPORT RACQUET CLUB COMPLEX 440 SMITH RANCH RD SAN RAFAEL, CA 94903 PLANNING SUBMITTAL 03/18/22 PROGRESS SET 03/30/22 PERMIT SUBMITTAL 02/17/23 KL DC/WD 02/17/23 2117500 CONSULTANT STAMP TENNIS COURT LAYOUT NTS 36'-0" 13'-6" TYP. 4'-6" TYP. 18 ' - 0 " TY P . 21 ' - 0 " TY P . ℄℄ ℄ 3'-0" TYP.E - TENNIS COURT NET, POST, AND ANCHOR SYSTEM 2" WIDE WHITE COURT LINE STRIPING TYP., REFER TO SPECIFICATIONS PLAYING AREA COLOR (US OPEN BLUE), REFER TO SPECIFICATIONS PERIMETER COURT COLOR (US OPEN GREEN), REFER TO SPECIFICATIONS 4" LONG CENTER COURT LINE, BOTH ENDS OF COURT. NOTE: TENNIS COURT COLORS NOT APPLICABLE FOR CLAY COURTS EQUAL EQUAL 3' - 6 " 3' - 6 " @ P O S T TENNIS NET, POSTS, AND ANCHOR SYSTEM NTS 12"Ø CONC. FOOTING 2' - 0 " 42'-0" 3' - 0 " @ C E N T E R OF N E T NOTES: 1.INSTALL TENNIS COURT NET WITH CENTER NET STRAP PER MANUFACTURER'S RECOMMENDATIONS. 2.REFER TO SPECIFICATIONS FOR MORE INFORMATION. 3.NET POST SLEEVES SHALL BE PROTECTED AGAINST THE ENTRANCE OF WATER PRIOR TO POST INSTALLATION. 4.NETS AND ALL APPURTENANCES SHALL BE INSTALLED PRIOR TO FINAL ACCEPTANCE. 6" D LD2.0 ASPHALT PAVING TENNIS POST 30"Ø CONC. FOOTING UNDISTURBED STABLE SOIL CENTER NET ANCHOR FOR STRAP, REFER TO SPECIFICATIONS REMOVABLE NET TIGHTENER/ CRANK TENNIS POST NET POST SET IN GROUND SLEEVE COMPACTED SUBGRADE, REFER TO SPECIFICATIONS 6" SECTION TENNIS COURT DIVIDER SYSTEM 5 8” EYE BOLT, TYP. (THROUGH BOLT CONNECTION) 3 8” TOP CABLE, TYP. 4" SCHEDULE 40 STEEL POLE. POLES TO BE PAINTED WITH 2 COATS OF BLACK PAINT CABLE CLAMP CONNECTIONS, TYP. NOTES: 1.BOLTS = A-307 2.WIRE ROPE CLAMPS PER FEDERAL SPC FF-C-450, TYPE 1, CLASS 1 3.CABLE = ASTM A-603 6X19 WIRE ROPE 4.NETTING FABRICATOR: WEST COAST NETTING, KINGMAN, AZ ELEVATION - END POLE ELEVATION - MIDDLE POLE FENCE POST. REFER TO PLANS AND SPECIFICATIONS. POLE FOOTING SHALL MATCH FOOTING FOR 10' TALL POLE. CARABINEERS TO CONNECT NETTING /DIVIDER SYSTEM TO CABLE NETTING /DIVIDER SYSTEM TO CABLE 4" M I N SYNTHETIC TURF, REFER TO SPECIFICATIONS COMPACTED CLASS II AGGREGATE, REFER TO SPECIFICATIONS SUBGRADE ELEVATION GEOTEXTILE FABRIC, REFER TO SPECIFICATIONS SYNTHETIC TURF NTS COMPACTED SUBGRADE, REFER TO SPECIFICATIONS SYNTHETIC TURF SECTION SYNTHETIC TURF CONNECTION NTS 2X4 RECYCLED PLASTIC HEADER BOARD, REFER TO SPECIFICATIONS. HEADER TO BE SECURED TO CURB WITH MIN. 33 4" LONG TAPCON SCREW AT 18" O.C. SPACING ADJACENT SURFACE VARIES, REFER TO PLANS. SYNTHETIC TURF CONNECTION REFER TO SPECIFICATIONS FOR PERIMETER SYNTHETIC TURF CONNECTION TO HEADER BOARD. SET HEADER BOARD TO ALLOW FOR TOP OF INFILL ELEVATION TO BE 1 2" BELOW ADJACENT SURFACE, UNLESS ADJACENT EDGE IS VERTICAL CURVE COMPACTED SUBGRADE, REFER TO SPECIFICATIONS NON-PERMEABLE LINER, REFER TO SPECIFICATIONS COURT SURFACE, LAYKOLD, CUSHION PLUS, REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION D LD2.0 ASPHALT PAVING (PEDESTRIAN) TENNIS COURT SURFACING ON NEW ASPHALT NTS SECTION CLAY TENNIS SURFACE NTS CALICLAY SYNTHETIC TURF (1 CM) WITH CALICLAY BASALT CALY MATERIAL (1 IN) NOTE: 1.CLAY SYSTEM TO BE RED CLALICLAY COURT SYSTEM. MATERIAL THICKNESS IS BASED ON MANUFACTURERS RECOMMENDATIONS. CONTRACTOR TO PREPARE SUBGRADE, OWNER TO COMPLETE INSTALLATION OF CLAY SYSTEM. 2.COURT BASE TO BE INSTALLED BY CONTRACTOR, CALICLAY SYSTEM TO BE INSTALLED BY OWNER. SEAL MASTER STABILIZER, INSTALL PER MANUFACTURERS RECOMMENDATIONS ON TOP OF COMPACTED BASE COMPACTED CLASS II AGGREGATE BASE, REFER TO SPECIFICATIONS CONCRETE PAVERS ON GRADE NTS UNIT PAVERS, REFER TO MATERIALS PLAN AND SPECIFICATIONS. 1" CONCRETE SAND. SECTION BUTT JOINTS, TYP. 2 12" O R 4 " SE E N O T E S 24" TYP. NOTES: 1.CONCRETE PAVER SHALL BE INSTALLED NEXT TO A CONCRETE CURB OR EDGEBAND. 2.CONCRETE PAVERS TO BE STEPSTONE, INC. NARROW MODULAR PAVERS (800) 572-9029. 3.PEDESTRIAN PAVERS TO BE 3"W X 24"L, 2 1 2" THICK CLASS II AGGREGATE BASE, REFER TO SPECIFICATIONS 01/23/23 01/23/23 REVIEWED FOR CODE COMPLIANCE Building Inspection Division City of San Rafael A B C D E F G H I J K L M N O P CONSTRUCTION DETAILS NTS LD5.0 CONSTRUCTION DETAILS SHEET NO. PROJ. NO. SCALEDATE ISSUED CHECKED BY SHEETSOF DRAWN BY DATE SHEET TITLE PROJECT NAME PROJECT ADDRESS REVISIONSNO. SUBMITTAL DATE SAN RAFAEL AIRPORT RACQUET CLUB COMPLEX 440 SMITH RANCH RD SAN RAFAEL, CA 94903 PLANNING SUBMITTAL 03/18/22 PROGRESS SET 03/30/22 PERMIT SUBMITTAL 02/17/23 KL DC/WD 02/17/23 2117500 CONSULTANT STAMP 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.) VALVE BOX LAYOUT WITH GLOBE VALVES NTS 12" TYP. TURF / MULCH SIDE 4' - 0 " 12 " TY P . MAIN LINE LATERAL LINE 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 PURPLE ROUND ISOLATION VALVE BOX PURPLE ROUND GATE VALVE BOX PURPLE RECTANGULAR VALVE BOX, TYP. PURPLE ROUND QUICK COUPLER VALVE BOX K - RECYCLED WATER IDENTIFICATION 6" GATE VALVE - 2" AND SMALLER IN SIZE NTS 3" CL R . MI N . NOTE: VALVE TO HAVE 3" MIN. CLEARANCE FROM LID BOTTOM TO TOP OF 10" SLEEVE 2" M I N . SECTION K - RECYLCED WATER IDENTIFICATION 10" DIA. PVC CLASS 160 PIPE SLEEVE (LENGTH AS REQUIRED) PVC SCHEDULE 80 TxT NIPPLE (LENGTH AS REQUIRED) PVC SCHEDULE 80 TxT NIPPLE (LENGTH AS REQUIRED) MAIN LINE (TYP.) 3 4" DRAIN ROCK 12" MIN. DEPTH PVC SCHEDULE 80 SxT COULPLING (TYP.) PVC SCHEDULE 80 UNION, EACH SIDE OF VALVE COMPACTED BACKFILL, REFER TO SPECIFICATIONS COMMON BRICKS (4 MIN.) BRONZE GATE VALVE 10" ROUND PURPLE VALVE BOX WITH BOLT-DOWN LID, REFER TO SPECIFICATIONS FINISH GRADE, REFER TO PLANS QUICK COUPLER VALVE NTS NOTE: VALVE TO HAVE 2" MIN. CLEARANCE FROM LID BOTTOM TO TOP OF VALVE CAP. 2" CONFORM SECTION K - RECYLCED WATER IDENTIFICATION FINISH GRADE, REFER TO PLANS MAIN LINE (TYP.) PVC SCHEDULE 80 ELBOWS 10" ROUND PURPLE PLASTIC VALVE BOX WITH BOLT-DOWN LID, REFER TO SPECIFICATIONS COMPACTED BACKFILL, REFER TO SPECIFICATIONS PVC SCHEDULE 80 NIPPLE (12" MAX.) COMMON BRICK (4 MIN.) PVC SCHEDULE 80 ELL (SxT) OR TEE (SxSxT) 3 4" DRAIN ROCK 12" MIN. DEPTH 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 1" - SECTION IDENTIFY WITH WARNING TAG, PER DETAIL X, SHEET XX.XX. 3 4'' DRAIN ROCK, 12'' MIN. DEPTH COMMON BRICK (4MIN.) VALVE BOX, REFER TO SPECIFICATIONS DRIP TUBING FINISH GRADE LINE FLUSHING VALVE TLS0V LID TO BE PURPLE AND IDENTIFIED PER DETAIL X, SHEET XX.XX. MANUAL FLUSH VALVE NTS REFER TO MANUFACTURER'S RECOMMENDATIONS FRONT BACK SAMPLE WARNING TAG. BACKGROUND PURPLE (PANTONE 512) WITH BLACK LETTERING REFERENCE: T-CHRISTY ENTERPRISES, INC. CATALOG PART NO. 3800 OR EQUAL IDENTIFICATION TAG BOX COVERS RECYCLED WATER IDENTIFICATION NTS VALVE BOX NAME PLATE RECYCLED WATER Irrigated With Do Not Drink No Beber REFERENCE: SAFEWAY SIGN CO. SR SANJOSE-024 RECYCLED WATER SIGN NTS 30 " 15.2 CM X 20.3 CM (6"x8") RECYCLED WATER METAL SIGN ELEVATION 4"x4" PRESSURE TREATED / DOUGLAS FIR POST WITH 12" DIA. x 24" DEEP CONCRETE FOOTING FINISH GRADE - REFER TO PLANS FLOW LOW-VOLUME CONTROL VALVE ASSEMBLY NTS 2" M I N . 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"x3 4" SCHEDULE 40 BUSHING TxT PVC MAIN LINE 3 4" DRAIN ROCK, 12" MIN. DEPTH COMPACTED BACKFILL, REFER TO SPECIFICATIONS UNDISTURBED SUBGRADE SECTION MF DRIP TUBING - CENTER FEED 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. . F - MANUAL FLUSH VALVE G - REMOTE CONTROL VALVE AND FILTER PVC OR POLY EXHAUST HEADER PERIMETER LATERALS 2" TO 4" FROM EDGE DRIPLINE TUBING START CONNECTION PVC OR POLY SUPPLY HEADER AREA PERIMETER START CONNECTION MALE ADAPTER PLAN 24" AF AF AF AR AR NOTE: DRIP ZONE AREAS TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND DETAILS. CONTRACTOR TO COORDINATE WITH LOCAL MANUFACTURER'S REPRESENTATIVE THROUGHOUT INSTALLATION. TECHLINE 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) G - REMOTE CONTROL VALVE AND FILTER PLAN AR TECHLINE 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. G - 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 24" TRIANGULAR SPACING DIAGRAM NTS EQUAL TRIANGULAR SPACING REQUIRED BETWEEN PLANTS. REFER TO PLANT LEGEND FOR ON-CENTER (O.C.) SPACING. EQ E Q EQ DISTANCE FROM EDGE OF PLANTER TO CENTER OF PLANT TO BE XX EDGE OF PLANTING AREA PLAN MIN .2X ROOTBALL DIAMETER SHRUB PLANTING WITH DRIPLINE IRRIGATION NTS 2" O R AS P E R L E G E N D PLANT TABLETS, 1/3 THE DEPTH OF ROOTBALL ROOTBALL - PLANT 1" ABOVE GRADE DRIPLINE TUBING IRRIGATION, 2" DEPTH BELOW F.G. AND SPACING PER PLAN FINISH GRADE THOROUGHLY SCARIFY PLANT PIT WALLS BACKFILL MIX - REFER TO SPECIFICATIONS UNDISTURBED EXISTING SOIL SECTION MIN. 2X ROOTBALL DIAMETER TREE PLANTING WITH DRIPLINE IRRIGATION NTS 2/ 3 L E N G T H OF S T A K E 1/ 3 L E N G T H OF S T A K E PLANT TABLETS PLACED 1" FROM ROOT BALL. 1/3 DEPTH OF PLANT PIT, REFER TO SPECIFICATIONS UNDISTURBED EXISTING SOIL THOROUGHLY SCARIFY PLANT PIT WALLS 3" MULCH LAYER - STOP AT EDGE OF PIT IN TURF AREAS 3" HIGH BERM (NON-TURF AREAS ONLY) ROOTBALL - PLANT 2" ABOVE GRADE PLANTING BACKFILL MIX, REFER TO SPECIFICATIONS TWO (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 TREE UPRIGHT. THREE (3) 2" DIA. 10' TREATED LODGEPOLE PINE STAKE OUTSIDE ROOTBALL. CUT STAKE 2" BELOW LOWEST BRANCH. SECTION DRIPLINE TUBING IRRIGATION, 2" DEPTH BELOW F.G. AND SPACING PER PLAN 30 " 24 " 18 " 24 " 3/4"x4" GI NIPPLE 3/4" GI TEE 3/4" HOSE BIBB WITH KEY (COPPER) 3/4" GI PIPE FENCE POST PVC LATERAL WATER LINE GROUND LINE 2" lNTERLOCKED HOSE CLAMP HOSE BIBB INSTALLATION NTS 01/23/23 01/23/23 REVIEWED FOR CODE COMPLIANCE Building Inspection Division City of San Rafael J E-1 A CONDUIT, INSTALLED CONCEALED IN OR UNDER FLOOR OR BELOW GRADE, HOMERUN TO PANEL "B" FOR CIRCUITS 5, 7, 9 WITH SEPARATE NEUTRALS. CONDUIT, INSTALLED CONCEALED IN WALL OR IN CEILING SPACE. PANELBOARD, ADJACENT LINE INDICATES PANEL FRONT. ADJACENT BALLOON CIRCUIT BREAKER STATIONARY (NON-DRAWOUT), SECONDARY VOLTAGE. FUSED SAFETY SWITCH (DISCONNECT), HORSE POWER RATED. MOUNT ON MOTOR CONNECTION. PROVIDE FUSED SAFETY SWITCH (DISCONNECT), HORSE JUNCTION BOX INDICATES CONNECTION TO EQUIPMENT AS REQUIRED, TYPICAL. WIRE SINGLE POLE DOUBLE POLE TRIPLE POLE FURNISH, INSTALL AND CONNECT TYPICAL UNLESS NOTED OTHERWISE VOLTS VOLT AMPERES WEATHERPROOF NATIONAL ELECTRICAL CODE NOT IN CONTRACT PHASE RECEPTACLE RIGID GALVANIZED STEEL 600 VOLTS AND LESS (ALL SYMBOLS NOT NECESSARILY USED ON THESE DRAWINGS) ALL SYMBOL DESCRIPTIONS ARE SUBJECT TO MODIFICATION AS NOTED ON THE DRAWINGS. VERIFY EXACT LOCATIONS AND HEIGHTS OF OUTLETS WITH ARCHITECTURAL INTERIOR ELEVATIONS PRIOR TO ROUGH-IN. DUPLEX CONVENIENCE RECEPTACLE VERTICAL ON FLUSH WALL MOUNTED ISOLATED GROUND AND GROUND FAULT CIRCUIT KILOVOLT AMPERES KILOWATT LONG CONTINUOUS LOAD LIGHTING MAIN CIRCUIT BREAKER MAIN LUGS ONLY GROUND FAULT PROTECTION FULL LOAD AMPS GROUND JUNCTION BOX EXISTING EQUIPMENT TO REMAIN CURRENT LIMITING AMPERES INTERRUPTING CONDUIT ONLY. CONNECTED DIAMETER EXHAUST FAN ELECTRICAL METALLIC TUBING AMERICAN WIRE GAUGE AMPERE CIRCUIT CIRCUIT BREAKER CONDUIT MOUNTING HEIGHT TO CENTER LINE OF DEVICE FROM FINISH FLOOR OR ABOVE FINISH FLOOR ABOVE FINISH GRADE KEY NOTE CALLOUT. REFER TO CORRESPONDING NOTE ON DRAWING WHERE 1 GENERAL NOTES SYMBOL LIST B-5,7,9 CAPACITY (SYMMETRICAL) EXTERIOR GRADE SHEET INDEX EXISTING RACEWAYE E-1 GENERAL NOTES & SYMBOL LIST E-2 SINGLE LINE DIAGRAMS E-3 PANEL SCHEDULES & LIGHTING CONTROLS E-4 LIGHTING FIXTURE SCHEDULE & DETAILS E-5 SITE ELECTRICAL PLAN GENERAL NOTES & SYMBOL LIST 1/2" C - 2 #12 1/2" C - 3 #12 3/4" C - 4 #12 3/4" C - 5 #12 3/4" C - 6 #12 1" C - 7 #12 1" C - 8 #12 1 1/4" C - 9 #12 E-1 FIXTURE SCHEDULE DESIGNATION. "2" INDICATES FIXTURE TYPE, "100" INDICATES2 100 150 Paularino Avenue Suite A120 Costa Mesa, CA 92626 949.852.9995 949.852.1657 (fax) FBA Engineering Consulting Electrical Engineers fbaengr.com FBA Job Number:1175.008 SHEET NO. PROJ. NO. SCALEDATE ISSUED CHECKED BY SHEETSOF DRAWN BY DATE SHEET TITLE PROJECT NAME PROJECT ADDRESS REVISIONSNO. SUBMITTAL DATE SAN RAFAEL TENNIS COMPLEX 440 SMITH RANCH RD SAN RAFAEL, CA 94903 PLANNING SUBMITTAL 03/18/22 PROGRESS SET 03/30/22 PERMIT SUBMITTAL 01/23/23 BM BZ 01/23/23 2117500 CONSULTANT STAMP FB A E n g i n e e r i n g / P l o t D a t e : 1/ 2 0 / 2 0 2 3 1 0 : 3 1 A M / P l o t t e d b y : Bl a k e M e e c h / D r a w i n g L o c a t i o n : I: \ 1 1 7 5 \ 0 0 8 \ E - 1 _ 1 1 7 5 0 0 8 . d w g ABBREVIATIONS LIST A.F.F. A.F.G. AWG AMP, A A.I.C. CIRC., CKT. CB C CLCB C.O. CONN DIA EMT EF (E) FLA GFI GFP GRD IG J-BOX KVA KW LCL LTG, LTS MCB MLO NEC NIC PH. OR PROVIDE REC, RECEPT RGS SECONDARY TYP U.N.O. V VA WP W 1P 2P 3P ISOLATED NEUTRAL OUTLET BOX, +18". INDICATES PANEL DESIGNATION "A", SEE DRAWING E-3 FOR PANEL SCHEDULE. TOTAL WATTAGE. WALL +45", OR ON EQUIPMENT +36". PROVIDE SWITCH AND FUSES SIZED PER EQUIPMENT MANUFACTURER REQUIREMENTS. POWER RATED, WALL MOUNTED, +45" OR EQUIPMENT MOUNTED, +36". PROVIDE SWITCH AND FUSES SIZED PER EQUIPMENT MANUFACTURER REQUIREMENTS. 3/4" CONDUIT MINIMUM. +45" CALLOUT OCCURS. WP DUPLEX RECEPTACLE WITH INTERNAL GROUND FAULT INTERRUPTER, SUITABLE FOR WET LOCATION WITH ATTACHMENT PLUG CAP INSERTED. CAST ALUMINUM MULTI-GANG FD BOX SIZED AS REQUIRED FOR QUANTITY OF CONDUITS ENTERING BOX. MOUNT +18" ABOVE FINISH GRADE ON MINIMUM OF TWO RGS CONDUIT RISERS. TAYMAC #MX3200 WITH LOCKABLE HEAVY DUTY DIE-CAST ALUMINUM COVER. PROVIDE BLANK COVERS ON UNUSED BOX OPENINGS. 1.THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO COVER A COMPLETE INSTALLATION OF SYSTEMS. THE OMISSION OR EXPRESSED REFERENCE TO ANY ITEM OF LABOR OR MATERIALS REQUIRED FOR THE PROPER EXECUTION OF THE WORK IN ACCORDANCE WITH PRESENT PRACTICE OF THE TRADE SHALL NOT RELIEVE THE CONTRACTOR FROM PROVIDING SUCH ADDITIONAL LABOR AND MATERIALS. 2. THESE PLANS, SPECIFICATIONS, AND ALL MATERIALS SHALL BE IN FULL ACCORDANCE WITH ALL LEGAL AND INDUSTRY REQUIREMENTS, AND STANDARDS INCLUDING WITHOUT LIMITATION TO THE FOLLOWING: A.CALIFORNIA CODE OF REGULATIONS TITLE 24, PARTS 1 AND 2 (CALIFORNIA BUILDING CODE), 2022 EDITION. B.CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 3 (CALIFORNIA ELECTRICAL CODE), 2022 EDITION. C.CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 6 (CALIFORNIA ENERGY CODE), 2022 EDITION. D.CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 9 (CALIFORNIA FIRE CODE), 2022 EDITION. E.OTHER REGULATING AGENCIES WHICH MAY HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS. F.THE ELECTRICAL SYSTEMS FUNCTIONALITY STANDARDS SET FORTH IN TITLE 7 OF THE CALIFORNIA CIVIL CODE (THE "RIGHT TO REPAIR ACT"). G.THE MANUFACTURER'S REQUIREMENTS OR RECOMMENDATIONS FOR ANY INCORPORATED PRODUCTS. H.THE MOST CURRENT APPROVED ISSUES OF ANY NOTED SPECIFICATIONS, CODES AND STANDARDS, INCLUDING SUPPLEMENTS, UNLESS NOTED OTHERWISE. 3.THE PLANS REPRESENT ONLY THE FINISHED ELECTRICAL SYSTEMS, AND THEY ARE NOT INTENDED TO INDICATE OR REQUIRE ANY CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES. 4.IN USING THE PLANS FOR BIDDING OR CONSTRUCTION PURPOSES, THE CONTRACTOR IS REQUIRED TO REVIEW ALL OF THE PROJECT'S CONSTRUCTION DOCUMENTS AS A WHOLE IN ORDER TO IDENTIFY ALL REQUIREMENTS THAT DIRECTLY OR INDIRECTLY AFFECT ITS PORTION OF THE ELECTRICAL WORK, EVEN REQUIREMENTS LOCATED IN SECTIONS DESIGNATED AS APPLICABLE TO OTHER TRADES. IN CASE OF CONFLICTS, THE CONTRACTOR SHALL EITHER OBTAIN DIRECTION FROM AN APPROPRIATE OWNER REPRESENTATIVE OR OTHERWISE APPLY THE MORE STRINGENT REQUIREMENT. 5.IN INTERPRETATING THE PLANS, THE FOLLOWING GENERAL RULES APPLY: A.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS. B.SCALED DIMENSIONS AND GRAPHICALLY SHOWN LOCATIONS ARE TO BE CONSIDERED ONLY APPROXIMATE. FIELD VERIFY DIMENSIONS PRIOR TO BID. C.BECAUSE THE PLANS ARE INTENDED TO SET FORTH THE REQUIREMENTS FOR CONSTRUCTION IN ONLY AN INDUSTRY-STANDARD LEVEL OF QUALITY AND DETAIL, AND THEREFORE ARE INTENDED TO BE SUPPLEMENTED BY APPROPRIATE REQUESTS FOR CLARIFICATION AND INFORMATION, ERRORS AND OMISSIONS ARE TO BE EXPECTED AND ANTICIPATED; AND THE CONTRACTOR IS REQUIRED TO CAREFULLY REVIEW THE PLANS FOR ERRORS AND OMISSIONS AND TO BRING THESE ERRORS AND OMISSIONS TO THE ATTENTION OF AN APPROPRIATE OWNER REPRESENTATIVE IN A TIMELY MANNER AN ASSUMES THE RISK OF THE CONSEQUENCES OF FAILING TO DO SO BEFORE BIDDING OR OTHERWISE PROCEEDING. D.THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES. 6.SUBMITTALS WILL BE REVIEWED BY THE ELECTRICAL ENGINEER, IF AT ALL, ONLY PURSUANT TO THE INDUSTRY-STANDARD PROTOCOL SET FORTH IN AIA DOCUMENT A201, AND IN NO EVENT WILL THE SUBMITTAL REVIEW PROCESS RELIEVE OR LESSEN THE SUBMITTING CONTRACTOR'S RESPONSIBILITY FOR AN INAPPROPRIATE SUBMITTAL. 7.IN NO EVENT WILL ANY SITE VISITS BY THE ELECTRICAL ENGINEER CONCERN CONSTRUCTION MEANS AND METHODS OR CONSTRUCTION SAFETY, AND ALL SUCH MATTERS SHALL REMAIN THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 8.COPIES OF THE PLANS PROVIDED IN ANY ELECTRONIC FORM ARE SUBJECT TO THE SAME PROVISIONS AS THE OTHER INSTRUMENTS OF SERVICE PREPARED BY OR ON BEHALF OF ELECTRICAL ENGINEER FOR THE PROJECT, INCLUDING WITHOUT LIMITATION THE ENGINEER'S COMMON LAW, STATUTORY OR OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS. A RECIPIENT IS GRANTED AT MOST A TRANSFERABLE NONEXCLUSIVE LICENSE TO REUSE THE PLANS SOLELY FOR PROJECT PURPOSES; AND NO RECIPIENT IS AUTHORIZED TO USE OR TO ALLOW THE USE OF ALL OR ANY PORTION OF THESE PLANS FOR ANY OTHER PURPOSE, AND ANY USE FOR ANY OTHER PURPOSE WOULD CONSTITUTE ACTIONABLE PLAGIARISM. ELECTRICAL ENGINEER PROVIDES DOCUMENTS IN AN ELECTRONIC FORM ONLY IN ITS STANDARD FORMATS AND CONVENTIONS AND WITH NO GUARANTEE OF COMPATIBILITY WITH ANY RECIPIENT'S SOFTWARE OR HARDWARE, AND ANY USE WITH OR CONVERSION TO OTHER FORMATS OR CONVENTIONS, OR THE USE WITH ANY PARTICULAR SOFTWARE OR HARDWARE, IS AT THE RECIPIENT'S SOLE RISK. 9.LOCATIONS OF EXISTING UTILITIES ARE NOT SHOWN AND CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THIS SITE TO AVOID EXISTING DUCTS, PIPING OR CONDUIT, ETC. AND TO PREVENT HAZARD TO PERSONNEL AND/OR DAMAGE TO EXISTING UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN AND INSTALLED BY ANY OTHER CONTRACTS. THE ENGINEER IS NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN OR DETAILED BY ANY OTHER CONTRACTS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER SHOULD SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED. THESE DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. 10.REFER TO THE DRAWINGS AND SHOP DRAWINGS OF OTHER TRADES FOR ADDITIONAL DETAILS WHICH AFFECT THE PROPER INSTALLATION OF THIS WORK. 11.PROTECT ALL WORK, MATERIALS AND EQUIPMENT FROM DAMAGE FROM ANY CAUSE WHATSOEVER AND PROVIDE ADEQUATE AND PROPER STORAGE FACILITIES DURING THE PROGRESS OF THE WORK. PROVIDE FOR THE SAFETY AND GOOD CONDITION OF ALL THE WORK UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER AND REPLACE ALL DAMAGED OR DEFECTIVE WORK, MATERIALS AND EQUIPMENT BEFORE REQUESTING FINAL ACCEPTANCE 12.THE DRAWINGS INDICATE IN A DIAGRAMMATIC MANNER, THE DESIRED LOCATIONS OF ARRANGEMENT OF THE COMPONENTS OF ELECTRICAL WORK. DETERMINE EXACT CONDUIT ROUTING, CONDUIT BENDS, AUXILIARY JUNCTION BOXES, SUPPORTS, AND UNDEFINED CONSTRUCTION DETAILS AS A JOB CONDITION TO BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE CODE REQUIREMENTS. PROPER JUDGEMENT MUST BE EXERCISED IN EXECUTING THE WORK SO AS TO SECURE THE BEST POSSIBLE INSTALLATION IN THE AVAILABLE SPACE, AND TO OVERCOME LOCAL DIFFICULTIES DUE TO SPACE LIMITATIONS OR INTERFERENCE OF CONDITIONS ENCOUNTERED. 13.IN THE EVENT CHANGES IN THE INDICATED LOCATIONS OR ARRANGEMENTS ARE NECESSARY, DUE TO DEVELOPED CONDITIONS IN THE BUILDING CONSTRUCTION OR REARRANGEMENT OF EQUIPMENT, SUCH CHANGES SHALL BE MADE WITHOUT COST PROVIDING THE CHANGE IS ORDERED BEFORE THE CONDUIT RUNS, ETC., AND WORK DIRECTLY CONNECTED TO SAME IS INSTALLED AND NO EXTRA MATERIALS ARE REQUIRED. 14.PROVIDE ALL EQUIPMENT WITH ENCLOSURES LISTED OR LABELED FOR USE AND LOCATION WHERE SUCH EQUIPMENT IS INSTALLED. 15.GROUNDING SHALL BE EXECUTED IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS, BOTH OF THE STATE OF CALIFORNIA AND LOCAL AUTHORITIES HAVING JURISDICTION. 16.PROVIDE GROUND WIRE IN EACH CONDUIT CONTAINING CIRCUITS FEEDING RECEPTACLES. THE CONDUIT SHALL NOT BE PERMITTED TO SERVE AS THE ONLY ELECTRICAL GROUND RETURN PATH. 17.PROVIDE HANDLE TIES AT CIRCUIT BREAKERS TO SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS OF MULTI-WIRE BRANCH CIRCUITS WITH A SHARED NEUTRAL. 18.UNLESS NOTED OTHERWISE ALL 120 VOLT HOMERUNS OVER 100 FEET SHALL BE #10 AWG MINIMUM. ADJUST CONDUIT SIZE ACCORDINGLY. 19.NOTIFY THE ELECTRICAL ENGINEER IN WRITING WHEN INSTALLATION IS COMPLETE AND THAT A FINAL INSPECTION OF THIS WORK CAN BE PERFORMED. IN THE EVENT DEFECTS OR DEFICIENCIES ARE FOUND DURING THIS FINAL INSPECTION, THEY SHALL BE CORRECTED TO THE SATISFACTION OF THE ARCHITECT BEFORE FINAL ACCEPTANCE CAN BE ISSUED. CIRCUIT BREAKER INTERRUPTER RE V I E W E D F O R C O D E C O M P L I A N C E Bu i l d i n g I n s p e c t i o n D i v i s i o n Ci t y o f S a n R a f a e l CONCRETE HOUSE KEEPING PAD SLOPE TO DRAIN T LCP E-3 HH6A E-3 T5 E-3 LH6A E-3 SINGLE LINE DIAGRAM E-2 150 Paularino Avenue Suite A120 Costa Mesa, CA 92626 949.852.9995 949.852.1657 (fax) FBA Engineering Consulting Electrical Engineers fbaengr.com FBA Job Number:1175.008 SHEET NO. PROJ. NO. SCALEDATE ISSUED CHECKED BY SHEETSOF DRAWN BY DATE SHEET TITLE PROJECT NAME PROJECT ADDRESS REVISIONSNO. SUBMITTAL DATE SAN RAFAEL TENNIS COMPLEX 440 SMITH RANCH RD SAN RAFAEL, CA 94903 PLANNING SUBMITTAL 03/18/22 PROGRESS SET 03/30/22 PERMIT SUBMITTAL 01/23/23 BM BZ 01/23/23 2117500 CONSULTANT STAMP FB A E n g i n e e r i n g / P l o t D a t e : 1/ 2 0 / 2 0 2 3 1 0 : 3 1 A M / P l o t t e d b y : Bl a k e M e e c h / D r a w i n g L o c a t i o n : I: \ 1 1 7 5 \ 0 0 8 \ E - 2 _ 1 1 7 5 0 0 8 . d w g MATCH A.I.C. RATING OF MSB. 3"C. - 4#250KCMIL-1#2 GROUND. 1 1/4"C. - 4#6 - 1#10 GROUND. 2"C. - 4#1 - 1#8 GROUND. 3"C. - 4#4/0 - 1#4 GROUND. 1#2 GROUND TO 3/4" DIA. x 10'- 0" GROUND ROD. 1#4 GROUND TO 3/4" DIA. x 10'-0" GROUND ROD. PROVIDE LOCKABLE WEATHERPROOF ENCLOSURE. 1 2 3 4 5 6 7 8 NOTE: ALL ELECTRICAL SHOWN LIGHT AND DASHED IS EXISTING. ALL ELECTRICAL SHOWN BOLD IS NEW. GENERAL NOTES KEY NOTES SCALE:SINGLE LINE DIAGRAM 1NTS 800A 3P 200A 3P 400A 3P 1200A 3P 800A 3P 2500A 3P 800A 200A 400A 1200A 800A HH4 TO PANEL HH3 TO PANEL HH2 TO PANEL HH1 TO PANEL METER METER METER METER METER 100% RATED TRANSF. TO PG&E (E)MAIN SWITCHBOARD "MSB" 480/277V, 3P,4W 2500 AMP SCALE:ELECTRICAL EQUIPMENT PAD LAYOUT 21/4"=1'-0" 1.ALL CIRCUIT BUSSING, CIRCUIT BREAKERS, FUSIBLE SWITCHES AND ELECTRICAL EQUIPMENT SHALL BE FULLY RATED WITH A SHORT-CIRCUIT (A.I.C.) RATING THAT EXCEEDS THE AVAILABLE SHORT-CIRCUIT CURRENT AVAILABLE AT THE EQUIPMENT. SERIES RATED EQUIPMENT IS NOT ALLOWED UNLESS NOTED OTHERWISE. 2.ELECTRICAL EQUIPMENT INCLUDING SWITCHBOARDS, DISTRIBUTION BOARDS, PANEL BOARDS, INDUSTRIAL CONTROL PANELS, METER SOCKET ENCLOSURES, MOTOR CONTROL CENTERS, ETC. SHALL BE FIELD MARKED WARNING QUALIED PERSONNEL OF TE POTENTENTIAL ARC FLAS HAZARDS AND APPROPRIATE PPE REQUIRED PER CEC ART. 110.16 AND NFPA-70E-2000. SCALE:PANELBOARD/LIGHTING CONTROL PANEL MOUNTING DETAIL 3NTS 2' - 0 " ALLOWABLE SOIL ALLOWABLE PASSIVE PRESSURE = 200PCF BEARING = 1000PSF TOP VIEW FOOTING HSS4x4x3/16 UNISTRUT CONCRETE HSS4x4x3/16 CONC. FTG. 4" TYP. 12"Ø MIN. 1'-2" 3' - 0 " M I N I M U M 4" 4" 1'-2" 12"Ø FOOTING C OF STEEL TUBE &L FINISH GRADE 3" CLR. TYPICAL 4' - 0 " 40 " 4" TYP. 4" ±3"±3" 2'-0" 18"4"4" 6"THICK CONCRETE PAD HSS4x4x3/16- GALVANIZED TO EA. STEEL TUBE CONN. W/ (2) 1/2"Ø BOLTS (T&B) GALVANIZED UNISTRUT P1000 TO PANEL BOARD & 1/2"Ø BOLT PANEL BOARD 1/4" CAP T&B OF TUBE TYPICAL ELECTRICAL PANEL OR LIGHTING CONTROL PANEL = 150 LBS MIN.MIN. FEEDER LENGTH SHALL NOT EXCEED 10'-0" PER CEC 240-21 (B)(1) 225A 3P METER/MAIN 480/277V-3P, 4W 225AMP NEMA 3R 65K A.I.C. 65K A.I.C. NEMA 3R TRANSFORMER "T5" 480//120/208V-3P-4W 30KVA NEMA 3R 65K A.I.C. NEMA 3R RE V I E W E D F O R C O D E C O M P L I A N C E Bu i l d i n g I n s p e c t i o n D i v i s i o n Ci t y o f S a n R a f a e l PANEL SCHEDULES & LIGHTING CONTROLS E-3 150 Paularino Avenue Suite A120 Costa Mesa, CA 92626 949.852.9995 949.852.1657 (fax) FBA Engineering Consulting Electrical Engineers fbaengr.com FBA Job Number:1175.008 SHEET NO. PROJ. NO. SCALEDATE ISSUED CHECKED BY SHEETSOF DRAWN BY DATE SHEET TITLE PROJECT NAME PROJECT ADDRESS REVISIONSNO. SUBMITTAL DATE SAN RAFAEL TENNIS COMPLEX 440 SMITH RANCH RD SAN RAFAEL, CA 94903 PLANNING SUBMITTAL 03/18/22 PROGRESS SET 03/30/22 PERMIT SUBMITTAL 01/23/23 BM BZ 01/23/23 2117500 CONSULTANT STAMP FB A E n g i n e e r i n g / P l o t D a t e : 1/ 2 0 / 2 0 2 3 1 0 : 3 1 A M / P l o t t e d b y : Bl a k e M e e c h / D r a w i n g L o c a t i o n : I: \ 1 1 7 5 \ 0 0 8 \ E - 3 _ 1 1 7 5 0 0 8 . d w g 5 1 4 5 2 3 1 PROGRAMMABLE LIGHTING CONTROL RELAY PANEL. NLIGHT #ARP INTENC 32 NLT MVOLT HLK DTC SERIES. PROVIDE WEATHERPROOF ENCLOSURE TO MOUNT PANEL IN. PROVIDE PANEL WITH NLIGHT #NECY ECLYPE FOR TIME CLOCK AND NLIGHT #NECYMOD CLARITY LINK ROUTER TO ALLOW REMOTE CONTROL AND PROGRAMMING THRU CELLULAR CONNECTIVITY. CONDUIT WITH LINE VOLTAGE CONDUCTORS AS REQUIRED. CAT-5e-3/4"C.- 4 TWISTED PAIR. TO LIGHTING LOADS. PANEL 5 2 4 MASTER SWITCH A,B,C,D LIGHTING CONTROL DIAGRAM NOTES: 3 LCP SCALE:LIGHTING CONTROL PANEL DETAIL 1NTS R - INDICATES CIRCUIT ROUTED THROUGH DESIGNATED RELAY IN LIGHTING CONTROL PANEL LCP. R - INDICATES CIRCUIT ROUTED THROUGH DESIGNATED RELAY IN LIGHTING CONTROL PANEL LCP. MOUNTING:IN SWITCHGEAR ENCLOSURE PHOTOCELL:NO PANEL CIRCUIT RELAY DESCRIPTOIN NOTES HH5A 1 1 N.W. TENNIS COURTS T/T HH5A 3 2 N.W. TENNIS COURTS T/T HH5A 5 3 N.W. TENNIS COURTS T/T HH5A 7 4 N.W. TENNIS COURTS T/T HH5A 9 5 N.W. TENNIS COURTS T/T HH5A 11 6 N.W. TENNIS COURTS T/T HH5A 13 7 N.W. TENNIS COURTS T/T HH5A 15 8 PADEL COURTS T/T HH5A 17 9 S.W. TENNIS COURTS T/T HH5A 2 10 S.W. TENNIS COURTS T/T HH5A 4 11 S.W. TENNIS COURTS T/T HH5A 6 12 S.W. TENNIS COURTS T/T HH5A 8 13 S.W. TENNIS COURTS T/T HH5A 10 14 S.W. TENNIS COURTS T/T HH5A 12 15 S.W. TENNIS COURTS T/T HH5A 14 16 S.W. TENNIS COURTS T/T HH5A 16 17 WALKWAY LIGHTS T/T T/T TIMECLOCK ON/OFF T/P TIMECLOCK ON/ PHOTOCELL OFF P/T PHOTOCELL ON/TIMECLOCK OFF P/P PHOTOCELL ON/PHOTOCELL OFF LOCAL SWITCH OVERRIDE SWITCH MASTER SWITCH ZONE TYPE LIGHTING CONTROL PANEL "LCP" A A A A A A A B C C C C C C C C D RE V I E W E D F O R C O D E C O M P L I A N C E Bu i l d i n g I n s p e c t i o n D i v i s i o n Ci t y o f S a n R a f a e l LIGHTING FIXTURE SCHEDULE & DETAILS E-4 150 Paularino Avenue Suite A120 Costa Mesa, CA 92626 949.852.9995 949.852.1657 (fax) FBA Engineering Consulting Electrical Engineers fbaengr.com FBA Job Number:1175.008 SHEET NO. PROJ. NO. SCALEDATE ISSUED CHECKED BY SHEETSOF DRAWN BY DATE SHEET TITLE PROJECT NAME PROJECT ADDRESS REVISIONSNO. SUBMITTAL DATE SAN RAFAEL TENNIS COMPLEX 440 SMITH RANCH RD SAN RAFAEL, CA 94903 PLANNING SUBMITTAL 03/18/22 PROGRESS SET 03/30/22 PERMIT SUBMITTAL 01/23/23 BM BZ 01/23/23 2117500 CONSULTANT STAMP FB A E n g i n e e r i n g / P l o t D a t e : 1/ 2 0 / 2 0 2 3 1 0 : 3 2 A M / P l o t t e d b y : Bl a k e M e e c h / D r a w i n g L o c a t i o n : I: \ 1 1 7 5 \ 0 0 8 \ E - 4 _ 1 1 7 5 0 0 8 . d w g LIGHT FIXTURE SYMBOL LIGHTING FIXTURE SCHEDULE TYPE LIGHT FIXTURE DESCRIPTION FI X T U R E M A X I M U M TO T A L I N P U T W A T T S FI X T U R E M I N I M U M LU M E N O U T P U T EF F I C A C Y ( L P W ) FIXTURE MOUNTING LA M P T Y P E LA M P C O L O R TE M P E R A T U R E K ° LA M P C R I , N O T L E S S TH A N EA C H L A M P I N I T I A L MI N I M U M L U M E N OU T P U T TO T A L A L L L A M P S IN I T I A L M I N I M U M LU M E N O U T P U T LA M P Q U A N T I T Y S1 LED POLE MOUNT TENNIS COURT FIXTURE ON ROUND TAPERED STEEL POLE 18'-0" TALL . 4' POLE ARM SINGLE MOUNT, WITH BLACK FINISH. 659 -POLE MOUNT. SEE DETAIL 2.LED 5000 -77,213 - S1A SAME AS TYPE S1 EXCEPT WITH TWIN LUMINAIRES MOUNTED 180°1318 -POLE MOUNT. SEE DETAIL 2.LED 5000 -154,426 - S2 LED SOLAR POWERED POLE MOUNT PARKING. MATCH EXISTING.LED 4000 ---POLE MOUNT. SEE DETAIL 1. VISIONAIRE #BLX-11-6-T4T-192LC-10-5K-XXX-KMTA SERIES #TNS-100-S1-T238R (ARM MOUNT) #RTSP-11-22 (22' POLE) -- CONCRETE BASE (f' = 4000 PSI) CONDUIT, TYPICAL PER PLANS 20" DIAMETER MAXIMUM 20-FOOT HIGH POLE PER FIXTURE FILL AND SACK EXPOSED TOP AND SIDES FOR SMOOTH FINISH BOLT COVER 3" CLEAR TO TIES 6#5 VERT. REBAR 6'-0" BELOW GRADE COVER AND GROUNDING LUG. 30" ABOVE GRADE DRY PACK UNDER BASE SLOPE AWAY FROM POLE (2 PER ANCHOR BOLT) LEVELING NUTS 1" RADIUS HANDHOLE WITH WEATHERPROOF AND VERTICAL ALIGN POLE PLUMB 20" DIAMETER BELOW GRADE 6'-0" TO TIES 3" CLEAR 6#5 VERT. REBAR 18-FOOT HIGH POLE PER FIXTURE SCHEDULE 1/2" EXPANSION JOINT WITH SEALANT c #3 CIRCULAR HOOP TIES #5 REBAR CIRCULAR HOOPS AT 12"OC AT W/135° HOOKS ON TAILS (4) #3 REBAR CIRCULAR HOOPS AT 2"OC AT TOP W/135° HOOKS ON TAILS 8" TAIL TYP 1,500 PSI CONCRETE POURED AROUND BASEPLATE #3 CIRCULAR HOOP TIES GRADE FOUR ALL THREAD GALVANIZED ANCHOR BOLTS EACH WITH TWO NUTS AND WASHERS TO ANCHOR AND ALIGN POLE. (AS PER POLE MANUFACTURERS SPECS.) GROUND LUG GROUND LUG 3"SQ X 1/4"THICK WASHER WITH TOP AND BOTTOM NUTS CONCRETE BASE CONCRETE PAVING 4 INCHES AND VERTICAL ALIGN POLE PLUMB 8" TAIL TYP (4) #3 REBAR CIRCULAR HOOPS AT 2"OC AT TOP W/135° HOOKS ON TAILS #5 REBAR CIRCULAR HOOPS AT 12"OC AT W/135° HOOKS ON TAILS (f' = 4000 PSI)c FOUR ALL THREAD GALVANIZED ANCHOR BOLTS EACH WITH TWO NUTS AND WASHERS TO ANCHOR AND ALIGN POLE. (AS PER POLE MANUFACTURERS SPECS.) CONDUIT, TYPICAL PER PLANS 3"SQ X 1/4"THICK WASHER WITH TOP AND BOTTOM NUTS GROUND LUG HANDHOLE WITH WEATHERPROOF COVER BASE PLATE, AND ANCHOR BOLTS FURNISHED WITH POLE. 1#6 GROUND WIRE GROUND LUG 1#6 GROUND WIRE NUT ENLARGED BOLT/WASHER DETAIL - A NUT ENLARGED BOLT/WASHER DETAIL - A SCALE:FIXTURE TYPE S2 RAISED POLE BASE DETAIL 1NTS SCALE:FIXTURE TYPE S1 & S1A FLUSH POLE BASE DETAIL 2NTS 3/8" STAINLESS STEEL U-BOLT, DIAMETER AS REQUIRED WITH SADDLE CLAMP TO FIT SNUG AROUND POST SCREEN, FENCE OR CANOPY POST UNISTRUT, GALVANIZED STEEL, CUT LENGTH AS REQUIRED SO THAT IT DOES NOT PROTRUDE BEYOND THE DEVICE BOX. GRIND ALL CUT EDGES SMOOTH AND FIELD GALVANIZE. TYPE FS, WEATHERPROOF, CAST IRON DEVICE BOX, SINGLE GANG WITH GFCI RECEPTACLE AND WEATHER PROOF, EXTRA DUTY, "WHILE IN USE" LOCKABLE COVER, TAYMAC #MX3200 ATTACH DEVICE BOX TO UNISTRUT WITH 5/16" STAINLESS STEEL BOLTS AND SPRING LOADED NUTS. 3/4" RGS PVC COATED CONDUIT RISER +1 8 " 24 " SCALE:POST MOUNTED RECEPTACLE DETAIL 4NTS SCALE:FIXTURE TYPE S2 3NTS S3 LED POST TOP FIXTURE ON 12' - 0" TALL POLE WITH BLACK FINISH. SCHEDULE VISIONAIRE #PRE-2-M-T5W-32LC-7-4K-UNV-PT-BK LED 4000 -8008 -POLE MOUNT. SEE DETAIL 5.-73 SCALE:FIXTURE TYPE S3 FLUSH POLE BASE DETAIL 5NTS 20" DIAMETER BELOW GRADE 4'-0" TO TIES 3" CLEAR 6#5 VERT. REBAR 1/2" EXPANSION JOINT WITH SEALANT 1,500 PSI CONCRETE POURED AROUND BASEPLATE #3 CIRCULAR HOOP TIES CONCRETE BASE CONCRETE PAVING 4 INCHES AND VERTICAL ALIGN POLE PLUMB 8" TAIL TYP (4) #3 REBAR CIRCULAR HOOPS AT 2"OC AT TOP W/135° HOOKS ON TAILS #5 REBAR CIRCULAR HOOPS AT 12"OC AT W/135° HOOKS ON TAILS (f' = 4000 PSI)c FOUR ALL THREAD GALVANIZED ANCHOR BOLTS EACH WITH TWO NUTS AND WASHERS TO ANCHOR AND ALIGN POLE. (AS PER POLE MANUFACTURERS SPECS.) CONDUIT, TYPICAL PER PLANS 3"SQ X 1/4"THICK WASHER WITH TOP AND BOTTOM NUTS GROUND LUG HANDHOLE WITH WEATHERPROOF COVER BASE PLATE, AND ANCHOR BOLTS FURNISHED WITH POLE. GROUND LUG 1#6 GROUND WIRE NUT ENLARGED BOLT/WASHER DETAIL - A PROVIDE 6"x4" CONCRETE BAND AROUND BASE WHEN POLE IS LOCATED IN TURF AREA. RE V I E W E D F O R C O D E C O M P L I A N C E Bu i l d i n g I n s p e c t i o n D i v i s i o n Ci t y o f S a n R a f a e l CCCC C C C C C C C C C C C C C C CC S1A 1318 S1 659 S2 - TYPICAL FOR PARKING LOT LIGHTING TYPICAL (E)MAIN SWITCHBOARD "MSB" 1 1 LH6A-15 1 LH5A-17 2 1 1/4" C.O. TO LH6A WP WP WP WP WP 9 15 11 3 TYPICAL TYPICALS3 73 HH6A-11,13 7 9 HH6A-7,9 79 4 TYPICAL LH6A-1 8 5 3 3 HH6A-1,3,569 5 5 5 LH6A-58 WP 3 3 3 LH5A-38 16 16 161616161616 16 16 16 16 16 16 16 HH5A-16 10 6 WP LH6A-11 8 9 11 WP 11 WP 13 WP 13 WP 17 8 WP 9 WP 9 WP 7 WP 7 WP 7 WP HH6A-12,14 79 815 HH6A-8,1079 2 HH6A-2,4,669 LH6A-15 WP 15 WP HH6A-15,17 5 9 (1)200W PADEL COURT LIGHT (TYPICAL) (2)200W PADEL COURT LIGHT (TYPICAL) 15 15 15 15 15 15 15 15 17 17 17 17 17 17 T METER/MAIN 1"C.O. TO HH6A 1"C.O.1"C.O. 1"C.O. TO HH6A 510 7 791113 TYPICAL 7 4 8 6 6 8 8 8 8101214 2 E-2 16 1"C.O. 1"C.O. (TYPICAL) 11 4 11 (TYPICAL ) 1"C.O. 13 11 9 7 7 5 1 1 14 12 10 6 4 2 LH5A-13 8 9 SITE ELECTRICAL PLAN E-5 SITE PLAN GENERAL NOTES SCALE:SITE ELECTRICAL PLAN 11/32" = 1' - 0" KEY NOTES: FOR CONNECTION TO STORAGE SHED HEATER. FOR POWER IN STORAGE BUILDING. WEATHERPROOF RECEPTACLE MOUNTED ON SCREEN, FENCE OR CANOPY POST. SEE DETAIL 4/E-4. 10" x 17" PULL BOX. LABEL COVER "LIGHTING". 3/4"C. - 3#10 & 1#10 GRD. 1"C. - 4#10 & 1#10 GRD. 1"C. - 3#8 & 1#8 GRD. 3/4"C. - 2#8 & 1#8 GRD. MAINTAIN CONDUCTOR SIZE THROUGH OUT ENTIRE BRANCH CIRCUIT RUN. 3/4"C. - 2#10 & 1#10 GRD. FOR FUTURE LIGHTING. 1 2 3 4 5 6 7 8 9 10 11 1. LOCATIONS OF EXISTING UTILITIES ARE NOT SHOWN AND CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THIS SITE TO AVOID EXISTING DUCTS, PIPING, OR CONDUITS, ETC., AND TO PREVENT HAZARDS TO PERSONNEL AND/OR DAMAGE TO EXISTING UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN AND INSTALLED BY ANY OTHER CONTRACTS. THE ENGINEER IS NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES, WHETHER OR NOT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER CONTRACTS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER, THE ENGINEER SHOULD SEARCH UNIDENTIFIED CONDITIONS BE DISCOVERED. THESE DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE THE NECESSARY ELEMENTS FOR CONSTRUCTION SAFETY. 2. CONTRACTOR SHALL VERIFY THE LOCATION OF ANY EXISTING UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO COMMENCEMENT OF WORK BY CONTACTING UNDERGROUND SERVICE ALERT (U.S.A.) AT 1(800) 422-4133, OR OTHER LOCAL APPLICABLE UNDERGROUND SERVICE ALERT AGENCIES. 3. THE DRAWINGS ILLUSTRATE LOCATIONS OF EQUIPMENT AND ASSEMBLIES, PULLBOXES, MANHOLES, HANDHOLES, AND VAULTS, INCLUDING OTHER ELECTRICAL UNDERGROUND STRUCTURES AND PATHWAYS. CONTRACTOR SHALL CLOSELY COORDINATE EXACT LOCATIONS AND MOUNTING DEPTHS OF ALL DEVICES, STRUCTURES AND PATHWAYS WITH OTHER TRADES PRIOR TO PLACEMENT, TO ENSURE FINAL LOCATIONS ARE OUTSIDE FEATURE LANDSCAPE AND ARCHITECTURAL AREAS AND ARE NOT IN CONFLICT WITH THE INSTALLATION OF MATERIALS BY OTHER TRADES. 4. SEE CIVIL AND LANDSCAPE PLANS FOR EXACT LOCATION OF FIXTURES, PULLBOXES, MANHOLES, OTHER ELECTRICAL EQUIPMENT AND DEVICES, ETC. COORDINATE ALL UNDERGROUND STRUCTURES AND CONDUIT ROUTING WITH ARCHITECT OR OWNERS’ REPRESENTATIVE PRIOR TO ROUGH-IN, TO ENSURE SUCH ITEMS ARE NOT PLACED IN PLANTING / HARDSCAPE AREAS. 5. ALL EQUIPMENT LOCATED OUTDOORS SHALL BE WEATHERPROOF, NEMA 3R RATED. 6. ALL UNDERGROUND CONDUIT SIZE SHALL NOT BE LESS THAN ¾” – U.N.O. 7. MINIMUM CONDUCTOR SIZE SHALL BE #10 AWG. – U.N.O. 8. ALL SITE BRANCH CIRCUIT CONDUIT RUNS SHALL INCLUDE AN EQUIPMENT GROUND THAT AT A MINIMUM, MATCHES THE SIZE OF THE LARGEST BRANCH CIRCUIT CONDUCTOR. 9. PROVIDE PULL STRING IN ALL EMPTY CONDUITS. LIGHTS FOR THESE COURTS PROVIDED WITH FADEL COURT LIGHT SYSTEM. PROVIDE POWER CONNECTIONS TO LIGHTS. 150 Paularino Avenue Suite A120 Costa Mesa, CA 92626 949.852.9995 949.852.1657 (fax) FBA Engineering Consulting Electrical Engineers fbaengr.com FBA Job Number: 1175.008 SHEET NO. PROJ. NO. SCALEDATE ISSUED CHECKED BY SHEETSOF DRAWN BY DATE SHEET TITLE PROJECT NAME PROJECT ADDRESS REVISIONSNO. SUBMITTAL DATE SAN RAFAEL TENNIS COMPLEX 440 SMITH RANCH RD SAN RAFAEL, CA 94903 PLANNING SUBMITTAL 03/18/22 PROGRESS SET 03/30/22 PERMIT SUBMITTAL 01/23/23 BM BZ 01/23/23 2117500 CONSULTANT STAMP FB A E n g i n e e r i n g / P l o t D a t e : 1 / 2 0 / 2 0 2 3 1 0 : 3 3 A M / P l o t t e d b y : B l a k e M e e c h / D r a w i n g L o c a t i o n : I : \ 1 1 7 5 \ 0 0 8 \ E - 5 _ 1 1 7 5 0 0 8 . d w g NORTH 0 15' 30'60'90' Z s / t C K Z K K D W > / E Ƶ ŝ ů Ě ŝ Ŷ Ő / Ŷ Ɛ Ɖ Ğ Đ Ɵ Ž Ŷ ŝ ǀ ŝ Ɛ ŝ Ž Ŷ ŝ ƚ Ǉ Ž Ĩ ^ Ă Ŷ Z Ă Ĩ Ă Ğ ů ³ ³ ³ ZĞǀŝƐĞĚWůĂŶ^ŚĞĞƚ ZĞǀŝĞǁĞĚĨŽƌŽĚĞŽŵƉůŝĂŶĐĞ Ǉ͗ ĂƚĞ͗ WĞƌŵŝƚη Don C. Jeppson 07/14/2024 B2303-046 Attachment #5 C C C C C C CC C N ZĞǀŝƐĞĚWůĂŶ^ŚĞĞƚ ZĞǀŝĞǁĞĚĨŽƌŽĚĞŽŵƉůŝĂŶĐĞ Ǉ͗ ĂƚĞ͗ WĞƌŵŝƚη Don C. Jeppson 07/14/2024 B2303-046 C C C C C C C C C CC C N Total>0.04 24,530Impervious Area 1.0 1,018 1,065 DMA Area (square feet) Post-Project Surface Type DMA Runoff Factor DMA Area x Runoff Factor Treatment Name Bioretention Area #1 IMP Sizing Factor Minimum IMP Size (ft²) Proposed IMP Size (ft²) 24,530 25,450 920.2Landscape0.19,202 Total>0.04 31,110Impervious Area 1.0 1,253 1,785 DMA Area (square feet) Post-Project Surface Type DMA Runoff Factor DMA Area x Runoff Factor Treatment Name Bioretention Area #2 IMP Sizing Factor Minimum IMP Size (ft²) Proposed IMP Size (ft²) 31,110 31,314 204.0Landscape0.12,040 Bioretention Area #1 Bioretention Area #2 ZĞǀŝƐĞĚWůĂŶ^ŚĞĞƚ ZĞǀŝĞǁĞĚĨŽƌŽĚĞŽŵƉůŝĂŶĐĞ Ǉ͗ ĂƚĞ͗ WĞƌŵŝƚη Don C. Jeppson 07/14/2024 B2303-046 Revised Plan Sheet Reviewed for Code Compliance By: Date: Permit # Don C. Jeppson 07/14/2024 B2303-046 C C C C CC C N ZĞǀŝƐĞĚWůĂŶ^ŚĞĞƚ ZĞǀŝĞǁĞĚĨŽƌŽĚĞŽŵƉůŝĂŶĐĞ Ǉ͗ ĂƚĞ͗ WĞƌŵŝƚη Don C. Jeppson 07/14/2024 B2303-046 Revised Plan Sheet Reviewed for Code Compliance By: Date: Permit # Don C. Jeppson 07/14/2024 B2303-046