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HomeMy WebLinkAbout2016-2-10_Agenda_Packet �Awpow CITY OF NEWPORT BEACH BALBOA VILLAGE ADVISORY COMMITTEE AGENDA U Marina Park, Bay Island Room (2"d Floor) 1600 West Balboa Boulevard LSF°R" Wednesday, February 10, 2016 - 4:00 p.m. to 5:30 p.m. Committee Members: Diane Dixon, Mayor(Chair) Tony Petros, Council Member Gloria Oakes, Balboa Peninsula Point Association Ralph Rodheim, Balboa Village Merchants Association Grace Dove, Central Newport Beach Community Association Linda Mayer, ExplorOcean Representative Jim Stratton, At-Large Representative Staff Members: Kimberly Brandt, Community Development Director Brenda Wisneski, Deputy Community Development Director Tony Brine, City Traffic Engineer Benjamin Zdeba, Associate Planner I. CALL MEETING TO ORDER II. PUBLIC COMMENT ON NON-AGENDIZED ITEMS (comments limited to 3 minutes) III. ITEMS FOR REVIEW 1. MINUTES OF JANUARY 13, 2016 (ATTACHMENT 1) Recommended Action: Approve January 13, 2016 Minutes 2. BVAC TERM AND PURPOSE (ATTACHMENT 2) Recommended Action: Recommend City Council amend BVAC term and purpose 3. BVAC ACCOMPLISHMENTS AND PRIORITIES (ATTACHMENT 3) Recommended Action: Review and Comment Accomplishments and Priorities 4. PARKING BENEFIT DISTRICT FUND EXPENDITURES (ATTACHMENT 4) Recommended Action: Discuss and recommend expenditure of Parking Benefit Funds 5. GENERAL UPDATES a. Gateway Sign (specifications provided as Attachment 5a) b. Wayfinding Sign Program (approved concept plans provided as Attachment 5b) c. Public Works Items- Main Street Twinkle Lights and LED Street Light Status d. Shuttle Grant Program— Partnerships (Visit Newport, BVMA, Hoag) e. Fagade Improvement Program f. Residential Permit Parking Program (RP3) IV. PUBLIC COMMENT V. ADJOURNMENT (Meeting End Time: 5:30 p.m.) Next Meeting Date: March 9, 2016 at 4:00 p.m. — Location: Bay Island Room, Marina Park Please refer to the City Website, http://www.newportbeachca.gov/index.aspx?page=2196, for additional information regarding the Balboa Village Advisory Committee. AN AGENDA FOR THIS MEETING HAS BEEN POSTED AT LEAST 72 HOURS IN ADVANCE OF THE MEETING AND THE PUBLIC IS ALLOWED TO COMMENT ON AGENDA ITEMS. IT IS THE INTENTION OF THE CITY OF NEWPORT BEACH TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT(ADA)IN ALL RESPECTS. IF, AS AN ATTENDEE OR A PARTICIPANT AT THIS MEETING,YOU WILL NEED SPECIAL ASSISTANCE BEYOND WHAT IS NORMALLY PROVIDED,THE CITY OF NEWPORT BEACH WILL ATTEMPT TO ACCOMMODATE YOU IN EVERY REASONABLE MANNER. PLEASE CONTACT LEILANI BROWN,CITY CLERK,AT LEAST 72 HOURS PRIOR TO THE MEETING TO INFORM US OF YOUR PARTICULAR NEEDS AND TO DETERMINE IF ACCOMMODATION IS FEASIBLE(949-644-3005 OR CITYCLERK(NF.WPORTBEACHCA.GOV). 1 �� QP �� ��P P�" O� �� �� \�� BVAC Meeting - February 10, 2016 Attachment 1 CITY OF NEWPORT BEACH BALBOA VILLAGE ADVISORY COMMITTEE MINUTES Location: Marina Park, Bay Island Room (2nd Floor) 1600 West Balboa Boulevard, Newport Beach Wednesday, January 13, 2015 - 4:00 p.m. to 5:30 p.m. I. CALL MEETING TO ORDER Mayor Dixon called the meeting to order at 4:03 p.m. The following persons were in attendance: Balboa Village Advisory Committee Members: Diane Dixon, Mayor (Chair) Tony Petros, Council Member "A'4 Gloria Oakes, Balboa Peninsula Point Association — Absent Ralph Rodheim, Balboa Village Merchant Association Grace Dove, Central Newport Beach Community Association — Absent Vacant, ExplorOcean Representative Jim Stratton, At-Large Representative Staff Members: Kimberly Brandt, Community Development Director Brenda Wisneski, Deputy Community Development Director Benjamin Zdeba, Associate Planner II. PUBLIC COMMENT ON NON-AGENDIZED ITEMS (comments limited to 3 minutes) Interested parties were invited to address the Committee on Non-Agendized Items. Jim Mosher commented that the nomination period for the vacancy will close Friday at noon and noted it is important for this Committee to know what the ExplorOcean organization will be doing. He also inquired as to the meeting date and time for the Balboa Village Merchant's Association (BVMA). Committee Member Rodheim responded that it was the first Tuesday of the month at 5:30 p.m. and that the referenced date in the minutes was correct. Howard Hall noted that ExplorOcean has a new Chief Executive Officer and the Committee expressed hope that the CEO would become the new representative to attend these meetings. W.R. Dildine inquired regarding parking meters and parking management on Adams S Street. Many of the houses are in the overlay district, especially Bay Avenue, have meters in front of their house while the other side does not. He would encourage the City to look into placing meters on the side without them before the adjacent lots are redeveloped. Deputy Community Development Director Wisneski responded that there is a formal process for placing meters on streets. III. ITEMS FOR REVIEW 1. MINUTES OF DECEMBER 9, 2015 (ATTACHMENT 1) Recommended Action: Approve December 9, 2015 Minutes. Mayor Dixon opened public comments. Jim Mosher inquired whether there was a discrepancy in the minutes related to the meeting date for the Merchant's Association. Staff clarified that the meeting date of January 5, 2016 was correctly noted in the minutes. Seeing no further speakers, Mayor Dixon closed public comments. Action: Committee Member Rodheim moved to approve the minutes from the December 9, 2015 meeting, as presented. Committee Member Stratton seconded the motion. The motion passed 4 — 0. 2. GATEWAY SIGN (ATTACHMENT 2) Recommended Action: Review construction schedule Deputy Community Development Director Wisneski gave a brief presentation regarding the gateway sign including a rendering of the proposed sign at night and the construction schedule. Construction should be completed in the summer with a contract potentially issued in March 2016. She noted that ideally, streets would not be closed during the summer and the sign would be installed during the evening hours. Committee Member Petros inquired as to the material used for the glass enclosure of the lamps on either side of the sign. Ms. Wisneski shared the range of glass materials that will be used and affirmed that it will not be a material that will yellow with time. Committee Member Petros supported the use of glass, stating that over time, other types of material have pigment that can crack and look degraded. He would like the material on the Gateway sign to be high quality and suggested "railed letters" as opposed to cut out letters. Ms. Wisneski stated that, as proposed, the letters are to be aluminum internally illuminated reverse-channel lettering, so there will be some dimension to the design. She indicated she would confirm the materials to ensure they are of high quality and consistent with the committee's vision. Committee Member Stratton inquired whether the stars and shells are lit. Deputy Community Development Director Wisneski stated that they will be backlit. -4- Discussion ensued regarding the lighting of the banners and pilasters. It was suggested that uplighting be included to properly illuminate the banners. Mayor Dixon opened public comments. Marcel Ford stated clear glass would get dirtier faster and suggested the use of frosted glass. Committee Member Rodheim requested advanced notice of the unveiling date. Jim Mosher stated that downlighting would be better as to not shine light up in the sky. He inquired whether the sign was consistent with the Zoning Code and whether a Coastal Development Permit was required. Deputy Community Development Director Wisneski stated that the Zoning Code does not address signs within the public right-of-way and expressed the belief that the sign would not require a Coastal Development Permit as it would be in furtherance of the City's wayfinding signage. Janis Dinwiddie inquired regarding power outlets and Deputy Community Development Director Wisneski confirmed that there are power outlets available and the medallion on the sign is five (5) feet tall. Mayor Dixon suggested bringing in the full specifications sheet for the sign and distributing it to the Committee at the next meeting. Marcel Ford commented on the backside of the medallion noting that it is inscribed with "Thank you for coming to Balboa Village". Discussion ensued regarding the backside of the gateway sign. Ken Rawson inquired as to the location of the sign and Deputy Community Development Director Wisneski confirmed it was on Balboa Boulevard east of Adams Street. He expressed support for uplighting the banners, but cautioned staff to ensure that they follow the City's regulations regarding outdoor lighting. Seeing no further speakers, the Mayor closed public comments. 3. PARKING METER FUNDS (ATTACHMENT 3) Recommended Action: Discussion of governance body Deputy Community Development Director Wisneski provided an overview of the format for the Balboa Village Advisory Committee as adopted by the City Council. She noted that the Council will ratify the new member at their next meeting. Regarding a previous request for information regarding the governing body of the funds acquired through the Parking Benefit District, staff's recommendation is that the Balboa Village Advisory Committee make all future recommendations regarding the expenditure of funds from the parking district. Ms. Wisneski noted that the budget for next fiscal year is in process and will be presented to the Committee with potential projects for future use of the funds. She anticipates approximately $375,000 in funds for the next fiscal year. Mayor Dixon opened public comments. Seeing no one who elected to speak, Mayor Dixon closed public comments. 4. SHUTTLE PROGRAM (ATTACHMENT 4) Recommended Action: Direction for OCTA Project V Grant Application Deputy Community Development Director Wisneski provided an update on the shuttle program. Consultant Dan Boyle had provided a feasibility study for the next phase of costs for the program and the eligible expenditures were confirmed at the recent Orange County Transportation Authority (OCTA) meeting. Ms. Wisneski walked through the displayed table which included total costs and the City's share of those costs. The first year is about $20,000 and ongoing costs will be about $10,000. It is projected that four (4) to five (5) shuttles will operate from 10:00 a.m. to 9:30 p.m. with various stops at fifteen- minute intervals along the Peninsula. Committee Member Rodheim suggested an earlier start time such as 7:30 a.m. to allow service to patrons of the Catalina Flyer. Mayor Dixon inquired as to whether or not there was an update to the cooperative parking arrangement with the Catalina Flyer operator. Fiscal Specialist Caryl Bryant, stated staff is still working out the logistics with the parking company regarding parking for the Flyer. In response to Council Member Petros, Deputy Community Development Director Wisneski verified that staff will request a certain look for the shuttles from the vendor. Mr. Petros strongly stated that the first year marketing plan for the program is the most essential to ensure success and suggested local radio advertisements, partnership efforts, signage, the specific look of the vans, and a website for bus schedule. Discussion ensued regarding the implementation of a second route and there was consensus among the Committee that although there does need to be a network of coverage, proceeding with "baby steps" would be the better course of action at this juncture. Discussion ensued regarding the appearance of the trolley and whether to have an open or enclosed vehicle. There was consensus among the Committee to have an open air concept trolley and staff would write into the bid specifications that it was the City's preference. Deputy Community Development Director Wisneski stated that there will be a determination on the grant sometime in June and the soonest operations would take place would be May 2017. Mayor Dixon opened public comments. Ken Rawson expressed concern regarding the open-air trolley design with respect to safety of its riders, especially children. Jake Allsop, representing the Newport Downtowner, stated he has researched the potential for electric trolleys and found that there is a manufacturer of fourteen-passenger, open-air all electric trolleys. He noted that the Newport Downtowner has been in operation for 10 weeks and has provided approximately 3,000 rides within that time. In response to Linda Mayer, Deputy Community Development Director Wisneski confirmed that the operating costs are what will be paid to the contractor and it is set at one hundred ($100) dollars per hour. The likelihood the City will qualify for a grant is good as this will be replacing a former OCTA route and there is demand for this type of transportation in the area due to tourism. In response to Ken Rawson, Deputy Community Development Director Wisneski stated that the trolleys would run from Memorial Day through Labor Day and that the City has not yet commented on OCTA discounting the bus route. In response to Catherine Rawson, Deputy Community Development Director Wisneski affirmed this would be free service and no existing parking spaces would be removed. Existing OCTA stops will be utilized and there is a potential for other stops to be created. Discussion ensued regarding the Catalina Flyer and the correct parking lot to use. It was confirmed that the Catalina Flyer staff is working with the City and their users would get a slight discount for parking in the correct lot. The Catalina Flyer will be marketing this information out to their users. Discussion occurred to confirm that the trolleys will have room for users' beach equipment. Deputy Community Development Director Wisneski stated that there has not been a deal reached with Hoag Hospital yet to utilize its parking lot. Mayor Dixon requested an update regarding the Hoag Hospital partnership at an upcoming meeting. Jim Mosher inquired regarding several items in the grant proposal and recommended having consistent numbers in the tables. He expressed concern that the City is at risk of having to pay a larger portion of the costs if the ridership is small. Deputy Community Development Director Wisneski affirmed that the document is not the actual application, but rather an estimate. She also confirmed that there is a risk of losing the funds for subsequent years if the grant requirements are not met, such as minimum ridership. Discussion ensued regarding the discontinued OCTA route and it was confirmed that all meetings regarding the discontinuance were publicly noticed. Linda Mayer stated there is a need for bus patrons to go to Hoag Hospital. Mayor Dixon requested that staff obtain answers to Mr. Mosher's inquiries. Seeing no further speakers, Mayor Dixon closed public comments. 5. GENERAL UPDATES (ATTACHMENT 4) a. Fagade Improvement Program Deputy Community Development Director Wisneski stated the program is going well, but only a few have followed through with their applications. To date, six (6) applicants have had their agreements completed. Mayor Dixon stated that a Bike shop in the area was repainted, however it was confirmed that they did not participate in the program. She inquired if a program could be developed to recognize community beautification efforts. In response to W.R. Dildine, Deputy Community Development Director Wisneski confirmed that the building owner must sign off on an application if a tenant submits it and that funds could be disbursed partially before and partially after a project was completed. b. RP3 Deputy Community Development Director Wisneski stated that the application had been submitted to the Coastal Commission and staff was waiting for a response. IV. PUBLIC COMMENT - None Mayor Dixon opened public comments. Jim Mosher stated that the minutes incorrectly noted that a reply from the Coastal Commission regarding the RP3 would be made within (3) days. Deputy Community Development Director Wisneski confirmed that it was thirty (30) days. Committee Member Rodheim inquired about stringing lights across Main Street. Deputy Community Development Director Wisneski stated that she would have Tony Brine email Mr. Rodheim directly and report to the Committee at the next meeting. Community Development Director Brandt stated that they did not have a precise date as to when the sale of the Balboa Theatre would come before the City Council. In response to Marcel Ford, Deputy Community Development Director Wisneski stated that staff would inquire into the use of LED lights in the streetlights. Janis Dinwiddie commented that the trash bins need to be cleaned on the Peninsula. In response to Committee Member Rodheim, Mayor Dixon stated that review of the Committee's work had been done as part of the new proposed budget, however it would be a good exercise to go through it again with the Committee. g W. R. Dildine expressed support for the recent work of the BVMA and stated that he attended their last meeting. V. ADJOURNMENT (Meeting End Time: 5:30 p.m.) The meeting adjourned at 5:07 p.m. Next Meeting Date: February 10, 2016, at 4:00 p.m. — Location: Bay Island Room, Marina Park. �� QP �� ��P P�" O� �� �� \�� BVAC Meeting - February 10, 2016 Attachment 2 BALBOA VILLAGE ADVISORY COMMITTEE AUTHORIZATION: Established by Resolution No. 2013-58 adopted on July 9, 2013. MEMBERSHIP: Two members of the City Council, one of whom shall represent Councilman District 1, who shall Chair the Committee. One Balboa Village Merchant Association Business Board member. One representative of ExplorOcean. One representative of the Balboa Peninsula Point Homeowners Association. One representative of the Central Newport Beach Community Association. One representative selected at-large. All appointments are made by the Mayor and ratified by the City Council. City staff support shall come from the Community Development Department, Public Works Department, and others as needed. TERM: Term ends December 31, 2016 2018. MEETS: The Committee shall meet regularly with the schedule determined by the Committee. PURPOSE & RESPONSIBILITIES: A. Oversee the timely implementation of recommendations provided in the Balboa Village Implementation Plan approved by the City Council, including the establishment of appropriate priorities consistent with City Council directives. B. Provide recommendations to the City Council regarding: 1) the adoption of specific programs or projects consistent with the Implementation Plan; and 2) allocation of funding for Balboa Village projects derived from a proposed Parking Benefit District and other sources. C. Provide recommendations to the City Council regarding the addition, modification, or elimination of revitalization strategies. DProvide renommendations to the governing board of a proposed Parking Benefit Dictrint for Balboa Village E. Such other matters as directed by the City Council. Z1 �� QP �� ��P P�" O� �� �� \�� BVAC Meeting - February 10, 2016 Attachment 3 Balboa Village Advisory Committee Accomplishments and Priorities February 2016 Completed Parking 1. Established a residential parking permit program (RP3). City approved. Waiting for Coastal Commission approval. 2. Established a commercial parking benefits district to create permanent, ongoing revenue source. 3. Removed time limits for all metered spaces; implemented demand based pricing for all public parking. 4. Established employee parking permit program. 5. Eliminated parking requirements for new commercial development and intensification of use applications. 6. Eliminated in-lieu parking fee permanently, including current payers. Economic Development 1. Allocated additional funding to Balboa Village BID. 2. Modified boundaries of Balboa Village BID to delete area from Adams to Coronado Streets. 3. Assumed maintenance of boardwalk area. 4. Developed Commercial Facade Improvement Program. 5. Developed special events initiative in support of BVMA. 6. Updated Balboa Village Design Guidelines. 7. Adopted Outdoor Dining Pilot Program and A-Frame Sign Program. Streetscape 1. Developed conceptual streetscape. 2. Developed and budgeted for coordinated wayfinding sign program. 3. Identified targeted improvements to bicycle and pedestrian facilities as part of streetscape plan. Ongoing 1. Develop and implement Targeted Tenant Attraction Program. 2. Strategic code enforcement and maintenance efforts. 3. Support new cultural facilities (ExplorOcean/Balboa Theater). 4. Evaluate changes to determine impact on new investment and reinvestment in Balboa Village. Current Efforts 1. Implement Facade Improvement Program. 2. Encourage participation in Outdoor Dining Pilot Program. 3. Construct gateway sign (Summer 2016). 4. Completed Shuttle Feasibility Study. Pursue grant funds to implement a Balboa Peninsula Shuttle Program. 5. Implement Wayfinding Sign Program (End of 2016). 6. Evaluate funding options for implementation of streetscape plan. 7. RP3 Coastal Development Permit. 8. Pursue adoption of Local Coastal Plan (anticipated to be complete in 2016). 1S �� QP �� ��P P�" O� �� �� \�� BVAC Meeting - February 10, 2016 PpAttachment 4 CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT � p h n 100 Civic Center Drive C} = Newport Beach,California 92660 949 644-3200 newportbeachca.gov/communitydevelopment Memorandum To: BVAC Members From: Brenda Wisneski, Deputy Community Development Director Date: February 3, 2016 Re: Balboa Village Parking Benefit Funds Preparation of the FY16/17 Budget is underway. Therefore, now is the time for the BVAC to consider recommending expenditure of the Balboa Village Parking Benefit Funds. The following lists budgeted items from the current budget and revenues projected for FY16/17. Parking Benefit Funds Fiscal Year 15/16 Estimated Beginning Balance 7/1/15 $105,821 Projected Revenue FY15/16 $370,853 Adopted Expenditures - Fagade Program ($98,500) - Wayfinding Sign Program ($370,000) Ending Balance 6/30/16 $8,174 Parking Benefit Funds Fiscal Year 16/17 Ending Balance 6/30/16 $8,174 Projected Revenue FY16/17 $375,000 Projected Funding Available FY 16/17 $383,174 Potential Expenditures 1. Balboa Peninsula Shuttle Program — $25,000 year one, $15,000 subsequent years 2. Streetscape Improvement Program — Phase 1 — Balboa Blvd. $681,348 Phase 1 — Secondary Streets $218,908 Phase 2— Main Street $685,581 Phase 3— Fun Zone Waterfront $1,460,200 Community Development Department �� QP �� ��P P�" O� �� �� \�� BVAC Meeting - February 10, 2016 Attachment 5a BALBOA VILLAGE ENTRY GATEWAY DESIGN INTENT Date: 1/25/16 Prepared by: GHAPHIC SRUTIONS ENVIRONMENTAL GRAPHIC DESIGN 2952 MAIN ST - SAN DIEGO, CA 92113 TEL:(619) 239-1335 FAX (619) 235-6018 NOT FOR CONSTRUCTION C/7 z M C � O U N U CD O w Z LL coo-D �Qu e. QOM H Z� INDEXZ z a- oar, Q zg; OC >� Lr7 'w�� CONTENTS PAGE BALBOA VILLAGE ENTRY GATEWAY SECTION 1 SIGN SCHEDULE.............................................................................................................3 SECTION 2 GENERAL CONDITIONS................................................................................................3 SECTION3 SUBMITTALS....................................................................................................................5 SECTION4 PRODUCTS........................................................................................................................7 SECTION5 EXECUTION....................................................................................................................12 CONSTRUCTION SPECIFICATIONS for FABRICATION AND INSTALLATION OF ENTRY GATEWAY SIGN z LU F-- January January 25, 2016 CD W C/) C w a J Q ._ Lo a Q o CD J F Q F— CO w m All rights to this document and the associated design intent drawings are reserved by Graphic Solutions. These W.O. documents may not be reproduced or used,in whole or in part,without the express written permission of Graphic 6136 Solutions. Graphic Solutions grants the City of Newport Beach and it®contractors permission to use and/or DATE reproduce these documents only in conjunction with the bidding and administration of the fabrication and installation 1/25/16 of the Entry Gateway Sign at Balboa Village in the City of Newport Beach,CA. Use of these documents for any other SCALE project is strictly prohibited. AS NOTED DESIGNER JWB SHEET 1 2 CS1 V r Z M OD 4JJ Q M The Sign Contractor shall also be responsible for any loss or damage to the Owner®property and to the property of others due to operations under Contact and shall make good,at his own expense and to the _ a w SIGN SECTC HEDULE complete satisfaction of the Owner,such loss or damage. C ID a The Sign Contractor shall package materials and supplies in biodegradable packing whenever possible. __ g N M O Q 0 1.01 LOCATION: 2.05 SUPERVISION: li N J The work is to be performed at Balboa Boulevard and Adams Street,Balboa Village in Newport Beach, The Sign Contractor shall provide all necessary supervision by a person especially qualified and experienced �� w California. in handling the work covered in his proposal. This individual and his qualifications shall be satisfactory to and approved by the Owner. The Sign Contractor shall consult with the Graphic Designer should any error — 1.02 DESCRIPTION OF WORK: or inconsistency develop in the drawings and specifications and if there is any doubt,in no case shall the Sign Contractor proceed with the work without approval. The Sign Contractor shall be entirely responsible for the The Sign Contractor shall perform all work necessary to furnish,deliver and install all items shown on the proper laying-out of his work and for any damages that may occur because of his errors or inaccuracies. Design Intent Drawings and specified herein,including preparation of digital files,typefonts and camera- ready art for use in production. The fabricator shall be responsible for developing all signs based on the 2.06 COORDINATION: typical concepts shown in the drawings,including typographical refinements such as margins,kerning, leading,line breaks and spacing,necessary to complete the work. The Sign Contractor shall coordinate all activities related to the work with the Owner®designated site superintendent. It shall be the Sign Contractor®responsibility to meet any construction schedules required by the General Contractors due to related site work. SECTION 2 The Sign Contractor shall also be responsible for coordinating his work with that of all other trades at the job GENERAL CONDITIONS site and for coordinating excavations as necessary to protect below-grade utilities,irrigation lines,telephone 2.01 INSTRUCTION RELATING TO EXISTING CONDITIONS: lines,and cable TV lines. The Sign Contractor shall take measurements at the site and shall check all measurements and grades on the 2.07 GUARANTEE AND/OR WARRANTY: contract drawings or subsequent drawings. Such information given on the contract drawings and in the specifications relative to existing conditions has been obtained from sources believed to be reliable,but shall The Sign Contractor shall agree to bring all portions of work to entire completion free of all defects in be subject to verification in the field. The contractor must field verify exact locations and conditions for each materials and workmanship for a period of one(1)year from the date of final acceptance of the completed sign and notify the Owner in writing,of any discrepancies,omissions,or clarifications as they affect sign work by the Owner. Digital prints to be warranted for a minimum 5 years against fading cracking,chipping design or location. and peeling. Sign Contractor must restore all hardscape to original condition and specifications. Defects include but are not limited to:electrolytic decomposition;oxidation;dislocation of fasteners, anchors,welds or any other connecting devices;de-lamination;pitting of surfaces or finishes;non-adhesion; warping,canning or other distortions of uniform surfaces;fading or discoloration. 2.02 EXAMINATION OF SITE DOCUMENTS: The Sign Contractor also guarantees,within a reasonable time after receipt of written notice thereof,to make w Before submitting a proposal,the Sign Contractor should carefully examine the Design Intent Drawings and good any defects in materials and/or workmanship which may develop within such period for which z Construction Specifications,visit the site and fully inform themselves as to all existing conditions and materials and workmanship are warranted,and to pay or cause to be paid for any damage to other work z limitations. Should any discrepancies or omissions from the drawings and specifications be found,or should resulting therefrom,which may develop during the period of one(1)year from the date of final acceptance of C5 there be any doubt as to their meaning,he should notify the Owner at once,in writing. the completed work by the Owner. L LI w C3 p Sign Contractor shall participate in a pre-production conference with the Owner's representative and the J Architect to review the contract requirements,clarify the scope and nature of the work as outlined in the J Drawings and Specifications,to establish clear lines of responsibility and checkpoints for the performance of ►� w o the work. a a C.D � 2.03 WORKMANSHIP AND MATERIALS: m >- J The Sign Contractor shall warrant and guarantee that none but experienced workmen will be employed on the Q z work and that all items fabricated and/or provided by him shall be of the best of their respective kinds. The m w m Sign Contractor certifies that he is able to furnish sufficient forces to ensure prosecution of the work in accordance with approved progress schedules and that he can furnish a work force that can work in harmony w.o. with all elements of labor employed in the work and at the site of the work. 6136 DATE 2.04 PROTECTION OF WORK AND PROPERTY: 1/25/16 The Sign Contractor shall be responsible for the work until it is acceptable by the Owner,and the Sign SCALE AS NOTED Contractor shall cover and protect all items from damage during transportation,storage and installation. If any loss or damage occurs prior to acceptance by the Owner,the Sign Contractor shall promptly repair or DESIGNER replace the part or parts lost or damaged,as directed by the Owner,at no cost to the Owner. JWB SHEET -f 3 4 CS2 V r Z M OD 4JJ Q M (see C and D below).It is not acceptable for the Sign Contractor to copy/repackage Graphic Solutions SECTION 3 Design Intent Drawings and label them as 13hop drawings.❑All such submittals shall be rejected. a w!aSUBMITTALS C _o a Any Digital Files of the Design Intent Drawings requested by the Sign Contractor will be sent as is(Mac ti M Illustrator CS6 or PDF.Procurement of typefonts as well as corrections and or adjustments to Digital z 3.01 SAMPLES: Files(including California Grade 2 Braille)necessary to gain approval of Shop Drawings and cm_ z z Production Art is the sole responsibility of the Sign Contractor. Q 2 Sign Contractor shall submit three(3)complete sets of samples of the following to the Owner for approval pC — prior to fabrication: D. Shop Drawings shall establish the actual detail of all manufactured or fabricated items and shall include specifications for the paint system to be used for signage/graphics as well as specifications for all A. Material samples for each designated paint color and surface finish including: required electrical fixtures and components.Drawings shall also indicate proper relation to existing _ work,reflect all structural engineering requirements,and incorporate changes of design or construction, 1. Metal: as directed by the Owner,to suit actual field conditions.In addition,drawings shall indicate internal Submit actual production sections showing coating color and finish for aluminum and steel(4 structural supports;adhesives;exact location and treatment of seams and joints;thickness of materials; samples per color on 4"x 4" squares) exact location of access panels and safety switches;footing details;and details of installation,including sign attachments.Scaled drawings will show each sign type in elevation and plan dimensioning its 2. Acrylics: position in relationship to the architectural or landscape setting.If a sign type occurs in several different Submit samples of acrylic/plastic materials for the various applications in their finished state and settings,drawings will show each unique condition. data describing the materials and finishes. E. Shop drawings shall also indicate the source and location of electrical service for each sign installation, 3. Translucent vinyl color film on acrylic and on flexible vinyl substrate: as well as complete specifications for all electrical fixtures and components. Submit one 4"x 4" sample per color. F. All shop drawings and construction details must be fully dimensioned.Use 1-1/2"=1'-0"minimum for 4. Tile and Grout construction details. 2"x 2"sample of each color and 1/4"x 2" sample of each grout color. G. Sign Contractor must continue to revise rejected plans and resubmit until approval is obtained.For 5. Inks,paints and lacquers: initial submittal and re-submittals,the Sign Contractor shall work from one set of drawings(i.e.,this one Submit(4)4"x 4"square samples per finish. set of drawings must incorporate all previous revisions/adjustments). 6. Carved sign foam shell and starfish patterns for casting H. Drawings not in compliance with all of these requirements shall be rejected. 7. Other materials(e.g.,PVC,MDO): I. A complete Shop Drawing set containing all signs with all revisions/adjustments shall be provided by Submit as required. the Sign Contractor to each party responsible for reviewing installed signs prior to the punch list date. 8. Anti-Graffiti: 3.03 PATTERNS AND/OR PHOTO-READY ART: Samples of anti-graffiti coatings on appropriate surfaces. A. Prior to fabrication,Sign Contractor shall submit full-size letter form and work spacing patterns of all w B. Cut-sheets and supplemental information for each type of light fixture to be utilized. graphics for approval by the Graphic Designer,and include installation/attachment methods as ~ z_ required. C. Prototypes as required. z B. Sign Contractor shall submit patterns and/or digital art for other elements as may be requested by the C3 The above samples,when approved,shall establish standards for materials,colors,finishes and quality of W U) Graphic Designer. w workmanship.Completed work shall exactly match the standards established by the approved samples,or CM p work will be rejected. Q } C. Sign Contractor shall be responsible for submitting signs to and gaining approval from all local,state J Q .� and federal authorities having jurisdiction over the project.Any changes resulting from this process J E�: y 3.02 SHOP DRAWINGS: must be reviewed and approved by the Owner and the Graphic Designer prior to fabrication. = w A. Sign Contractor is responsible for obtaining Architectural Drawings from Owner or his representatives QCC3 3 3.04 ENGINEERING CALCULATIONS: O upon award of contract.Within two(2)weeks after award of Contract,Sign Contractor shall provide m >- Owner with locations,sizes and treatments of access panels and backings required for signs.Such J Stamped engineering calculations may be provided for some sign types.The Sign Contractor shall be Q z information along with estimated sign weights should be represented on the Architectural Drawings and responsible for reviewing these and determining if any additional engineering will be required for these sign m w m submitted along with a feed letter specifying electrical requirements for signs to Owner and his types and for resolving any discrepancies that may exist between the engineering and the details of the representatives. Design Intent Drawings. W.O. Where insufficient structural support for signs occurs,the Sign Contractor is responsible for The Sign Contractor shall be responsible for obtaining and paying for structural engineering calculations for 6136 coordinating with Owner and his representatives. any sign types that have not been engineered and for any additional structural engineering that may be DATE 1/25/16 required in connection with the work.If engineering affects the size and shape of the intended forms as B. Sign Contractor shall submit three(3)complete sets of fully dimensioned Shop Drawings to the Owner shown on the Bid Drawings,the Sign Contractor must notify the General Contractor prior to submittal of SCALE for approval prior to fabrication or email pdf files to all parties responsible for reviewing the Drawings. Shop Drawings.Engineering is to be submitted to the Owner for approval in conjunction with shop drawing AS NOTED C. The Shop Drawing submittal shall incorporate all stated elements of the Design Intent Drawings,the submittal. DESIGNER stamped engineering calculations,and the specifications outlined in Sections 4 and 5 herein.The shop JWB drawings are expected to include additional details that are not shown on the Design Intent Drawings SHEET 5 6 C S3 V r Z M OD LL'Q M Owner reserves the right to make changes,adjustments,or alterations to the Design Intent Drawings and/or to color retention and a durable long-lasting coating is required Apply 3 coats minimum for a dry film sign configurations subsequent to distribution of the Contract Documents to bidders.In which case,the thickness of 5 mils. _ a w X selected Sign Contractor shall be responsible for obtaining and paying for any additional engineering that ID z may be required. 3. Unless otherwise indicated on the Design Intent Drawings,sheet metal shall be 18 gauge white ti M galvanized for letter faces and 24 gauge white galvanized for letter returns for reverse channel z Note:All rejected samples,shop drawings,patterns,artwork,engineering,etc.must be revised and re- letterforms.All other sheet metal shall be 18 gauge unless otherwise specified. z z submitted to the Graphic Designer until approval is obtained. A full set of final plans must be approved and Q �_ stamped by the Owner and/or Graphic Designer prior to permit application or sign fabrication. 4. Unless otherwise specified,Tube Steel shall conform to ASTM A501 Grade B;Steel Pipe shall CC conform to ASTM A53 Grade B;Steel rolled shapes shall conform to ASTM A36. �� w 3.05 AS-BUILT DRAWINGS: 5. Unless indicated otherwise,brushed steel shall be brush#4 horizontal. One complete set of drawings reflecting the as-built condition of all signs shall be submitted to the Owner within 30 days of acceptance of the work.This set of drawings shall incorporate all details of the work-- 6. Unless indicated otherwise,all stainless steel shall be grade 304. references to previous drawings or submittals are not acceptable. C. Miscellaneous Metal: SECTION 4 1. All metal materials shall be new stock,free from defects impairing strength,durability or PRODUCTS appearance,and of such gauge to prevent warping or canning. 4.01 MATERIALS:BASIC 2. Surface finish shall be smooth,free of extrusion marks or imperfections.Alloy selected must meet structural requirements of the specific application. A. Aluminum: 3. Metal materials shall be painted as follows 1. Extrusions and rolled material shall have a strength and durability no less than that which is a. Shop prime coat:zinc chromate primer for steel;acid wash primer for aluminum. specified in ASTM B 221 for alloy 6063-T5.Sheets shall have a strength and durability no less than that which is specified in ASTM B 209 for alloy 5052-H32.All exposed aluminum shall have b. Acrylic urethane with semi-gloss finish,minimum 2 mil thick. a quality finish suitable for painting. 2. Material shall be of highest visual grade,free of mill marks,nicks,pits,gouges and other D. Acrylic: imperfections. 1. As referred to in this document,acrylic shall include Plexiglas,Lexan and any other plastic 3. All welds shall be continuous.Where appropriate,exceptions may be granted as part of the shop material that may be specified in the Design Intent Drawings. drawing review.Welding shall be of the correct type to minimize permanent distortion of flat 2. Acrylic material shall be new stock free from defects,and manufactured by Rohm&Haas or surfaces.Visible welds are to be filled and ground smooth.Welds shall comply with standards approved equivalent. established by the American Welding Society,and the Aluminum Association. 3. All work or cut edges shall be free of saw marks and chips and shall be polished mechanically with w 4. All visible parts shall be ground smooth and filled before painting so that no grinding abrasions are an appropriate compound.Flame polishing shall not be acceptable.Edges shall be square to the apparent and there is no distortion of the intended form. z face. z 5. All aluminum shall be of sufficient gauge to prevent warping and canning.Warped or canned sign 4. Where acrylic parts meet or are joined in any manner,surface planes shall be flush and fee from C3 faces or backs shall be unacceptable. gaps. L LI w C3 p 6. Aluminum cabinets shall be welded and finished so as to appear seamless. Q } 5. No discoloration from bonding solvent shall be apparent on acrylic sign faces. J Q .� J_ � y 7. Where aluminum is in contact with concrete,the aluminum material shall be coated with coal tar E. Adhesive: = w epoxy. a � � 1. Type and usage shall be as recommended by the manufacturer for the particular conditions and O 8. All seams shall be water-tight. project requirements. m >- J w 9. Use Matthews Paint System(or equivalent with Owner approval). a. Identify each type and usage on Shop Drawings. m w m 10. Unless indicated otherwise,brushed aluminum shall be brush#4,horizontal. b. Include data describing method of application. 11. Unless indicated otherwise,all exposed,unpainted aluminum shall be clear-coated(gloss). W.O. 6136 2. Adhesives that will fade,discolor,or delaminate as result of exposure to ultraviolet light or heat,or that change the color of or deteriorate the condition of the materials to which they are applied shall DATE B. Steel: not be used. Adhesives must not be seen from public view. 1/25/16 1. All steel material shall adhere to specifications A.1 through A.5 above. SCALE 3. All 12-stickOtape shall be VHB by 3M(or equivalent)and used in conjunction with silicone AS NOTED adhesive. DESIGNER 2. All exposed steel shall be urethane coated.Use a high solids,low VOC,ttyo-component aliphatic J W B urethane semi-gloss enamel formulated for use in commercial and industrial applications were F. Inks,Paints and Lacquers: SHEET 7 CS4 g V r Z M OD 4JJ Q M I. Inks,paints and lacquers required for silk-screened,engraved,imprinted or other surfaces shall be J. Hardware,Fasteners and Gaskets: of the type made for the surface material on which applied and recommended by manufacturer. ___J <w!a 1. All exposed hardware shall match adjacent surfaces unless specifically noted otherwise. C a a. Identify each type and usage on Shop Drawings. 2. All dissimilar metals shall be separated with 3M Scotchrap❑ All Weather Corrosion Protection — z N b. Include data describing method of application. = g z Tape to prevent electrolysis.Surface to be prepared with Scotchrap❑ Pipe Primer before applying ca— z—— tape. Q '.2 2. Products that will face,discolor or delaminate as a result of exposure to ultraviolet light source or CC heat therefrom shall not be used. 3. In addition to the tape in(2)above,stainless steel screws or fasteners shall be used to secure ferrous to non-ferrous metals. 3. Prepare surfaces per manufacturer®specifications prior to painting.Include,as a part of this work, _ prime coats(such as Matthews One-Coat 74-734 and Matthews Metal Pre-Treatment 74-735)and 4. Unless otherwise specified in the Design Intent Drawings,screws shall be flathead metal. Exposed other surface pre-treatments(such as zinc chromate or acid wash),where recommended by the screws shall be countersunk,and screw heads shall be finished to match the surrounding sign finish manufacturer for inks,paints and lacquers.Porous material should be filled sanded smooth and and color.Exact locations,sizes,and centers of screws shall be noted on the Shop Drawings. primed prior to painting unless indicated otherwise. 5. All exposed bolt and screw heads accessible to the public shall be tamper resistant and shall be 4. All paint shall be spray applied.Concrete surfaces may be rollered or brushed provided there are no specified in shop drawing submittal. streaks or uneven textures.Pretreatment of surfaces and spray application of paint shall be performed in accordance with manufacturer's specifications. K. LED (Light Emitting Diode illumination): 5. Inks,paints and lacquers shall be applied without pinholes,scratches,peeling,application marks, 1. Sign Contractor shall use highest quality LED by Nichia,GREE,or equivalent.Minimum life span etc. for White 050,000 hours. a. Back lighted or internally illuminated panels containing defects that cause light leaks in 2. Color of LED illumination to be 4,500 K. surface areas intended to be opaque will not be accepted. 3. Adequate cooling/venting for LEDO and power supply should be used per manufacturer® 6. All paint for metal signage,unless otherwise specified,shall be acrylic aliphatic isocyanate/acrylic recommendations to prevent over heating. polyurethane with ultraviolet(UV)inhibitors and formulated for exterior use in colors specified on the Design Intent Drawings or as otherwise specified by the Graphic Designer.Paint is to be the 4. LEDO should be arranged to provide even color and lighting with no hot spots or dark areas. highest quality recommended by the manufacturer for specific surfaces.For steel surfaces,see section 4.0 1,B. L. Concrete: 7. Paint is to be applied to all interior and exterior surfaces and edges of metal parts and components 1. Concrete footings for freestanding signs shall be approved structural footing mix(1"rock)and unless otherwise noted and approved. prepared per manufactureti3 specifications,with a 28-day compressive strength of not less than 2,500 pounds per square inch.Unless indicated otherwise,footings shall be reinforced with#4 steel 8. All finish coats should be semi-gloss unless otherwise specified or approved as part of the Shop re-bar at 12"on center.Provide details in Shop Drawings.Finish of exposed concrete sign base Drawings. shall be as indicated on Design Intent Drawings and shall be free of any form impressions. LU z G. Vinyl: 2. Concrete Specifications: z C5 1. Cut Vinyl: a. Codes and Standards: ACI 301[Specifications for Structural Concrete for Buildingsq ACI L LI U) 311[Recommended Practice for Concrete Inspection;ACI 318 EBuilding Code Requirements Q w a. Cut vinyl graphics are to be 3M Scotchcal Products or equivalent. CD for Reinforced Concreteq ACI 347❑Recommended Practice for Concrete Fornwork;❑ACI Q 304[Recommended Practice for Measuring,Mixing,Transporting and Placing Concreteq J < y b. All photo-readies or patterns for cut vinyl letters and graphics shall be submitted to the Concrete Reinforcing Steel Institute❑vlanual of Standard Practiceq comply with applicable Graphic Designer for approval. provisions except as otherwise indicated.Comply with Building Code requirements which are = F J more stringent than the above.Perform testing as specified in Division 1. Q 2. Translucent Vinyl Film shall be Scotchcal series 3630 or equivalent. Q CD b. Portland Cement:ASTM C 150.Type as specified on the Drawings unless otherwise approved m > 3. Applied vinyl shall be free of air bubbles,wrinkles or other visible imperfections. by the Structural Engineer. Q ~ w z CIO w m H. Letterforms and Spacing: c. Aggregates: 1. All letterforms,typestyles and spacing shall be as specified on Design Intent Drawings. 1) Footings:STM C 33,regular concrete. W.D. 6136 2. Letterforms with rounded positive or negative corners resulting from the cutting/fabricating process 2) Flat sheets or Pre-Cast Panels:Use 3/8"pea gravel. DATE will not be accepted.Corners of fabricated letterforms must be as sharp as intended in the typefont. 1/25/16 d. Water:Clean,drinkable. SCALE I. Graphics: AS NOTED e. Air-Entraining Admixture:ASTM C 260 per approved mix design. DESIGNER 1. All graphic images shall be accurately reproduced. Lettering that approximates typestyles shall not J W B be acceptable.Camera-ready or computer-generated layouts and patterns are to be approved for all f. Water-Reducing Admixture:ASTM 494.Type A per approved mix design. signs by the Graphic Designer prior to production. SHEET 9 CS5 IO V r Z M OD 4JJ Q M g. Reinforcing Bars:ASTM A 615.Grade 60. SECTION 5 EXECUTION ___J ! a mow_ h. Welded Wire Fabric:ASTM A 185:flat sheets only. C ;z LL 5.01 ELECTRICAL SERVICE: Ua 3. Concrete to be painted should be primed with Epicoat,Tilt-Up Concrete Sealer(or equivalent)andA. Within one(1)week after award of Contract,Sign Contractor shall provide Owner with a list of(a)load painted with Frazee Duratec Exterior Latex(or equivalent).Follow manufacturerm requirements(amperage/voltage)for all electrical sign components,(b)specific locations for each z z recommendations for surface preparation. Q concealed J box location and(c)location and size of all transformers and access panels for servicing and CC 4. Concrete Caps,Moldings and Pavers: wiring of signs. Precast concrete moldings by CDI(Concrete Designs,Inc.),or equivalent. OR _ M. Urethane Sign Foam: Owner shall provide conduit and electrical service within ten feet of each sign location,including 1. Use rigid,closed-cell,high-density expanded urethane.Unless specified otherwise on the Design junction boxes and dedicated sign circuits as indicated on the electrical drawings.Sign Contractor shall Intent Drawings,use a minimum of 10-pound foam in inaccessible areas and a minimum of 15- configure the electrical components of signs so as not to exceed the power available at each location. pound foam in areas accessible to the public. Prior to completion of fabrication,Sign Contractor shall be responsible for verifying that adequate power is available to each location.If adequate power is not available,Sign Contractor shall at no 2. Urethane Sign Foam Coatings: additional cost,adjust sign electrical components as necessary to operate signs using the actual service available at each location. a. Filler Primer:FSC 88 finishing and smoothing compound manufactured by Coastal Enterprises or equivalent. B. Sign Contractor shall extend conduit and wiring provided at each sign location into the sign structure through the sign footing or other concealed pathway,including any below-grade junction boxes. b. Sealer:DP 48 Sealer non-sanding epoxy primer manufactured by PPG or equivalent. Electrical runs shall be internalized in sign components,columns,and mounting structures with hollow metal components when available.Visible external electrical fixtures or conduit shall not be allowed. c. Finish Coat:Matthews semi-gloss Acrylic Urethane unless indicated otherwise. Where field conditions prevent concealment of conduit,sign contractor is to use least visible route.Such exposed conduit will be painted to match background.Electrical cut-off switches shall be flush with the N. Banners: sign surface and on the sign surface facing away from the street or pedestrian entrance unless otherwise indicated on the Design Intent Drawings.Switch plates shall be finished to match surrounding surface. 1. Scrim vinyl,minimum 13oz.Smooth finish,500x500 denier,outdoor 1 year durability. C. Sign Contractor shall be responsible for effecting the final connection of the electrical components to the 2. Printable 2-sides with 100%opaque block-out,coated for eco-solvent,solvent,uv-ir curable& electrical service and assuring that the electrical fixtures for each sign are operational. screen inks. D. Sign Contractor shall use Underwriter®Laboratory-approved components,and UL-approved labels 3. Flexible,able to receive stitching&grommets without compromising the integrity of the material. shall be affixed to all electrical fixtures. 4. Use banner brackets that can attach to existing poles(round,square or tapered)with adjustable E. Sign Contractor shall be responsible for coordinating with the Owner,contractor and their stainless steel banding,and can flex to reduce wind load stress.KBW BannerFLEX products(or subcontractors as necessary for expeditious performance of all electrical work related to signage. w equivalent)are recommended. z F. Service-disconnect switches shall be in waterproof boot,installed in custom fabricated,flush mounted _ 4.02 ELECTRICAL FIXTURES: switch plate,and positioned away from the street. z C3 A. Automatic Time Switch: 5.02 CONSTRUCTION: W w CM CD 1. Where specified,Sign Contractor shall furnish and install a Time Switch for automatic on-off A. Signs must be of durable rust-inhibited materials that are appropriate and complementary to the J Q control of sign lighting.Time Switch shall be INTEMATIC ET70000C series or equal. building. J < y LU 2. The electronic Time Switch shall be a solid state digital type capable of distributing set points on B. All formed metal,such as letterforms,shall be fabricated using full-weld construction unless otherwise = Q independent daily schedules throughout a 7 day time period.The Time Switch shall provide for 5 noted and approved.Formed metal sign components shall be bent on a continuous curve withoutCD CD weekday program entry for typical 5/2 day load control.The Time Switch shall provide astronomic apparent elbows or kinks. m programming and momentary or interval programming for any or all circuits independently.The J w Time Switch shall provide full year control by providing automatic leap year and daylight saving C. Dissimilar metals shall be separated with non-conductive 3M Scotchrap❑ All Weather Corrosion m w m time adjustment.The Time Switch shall also provide holiday or special day control requirements Protection Tape to prevent electrolysis and secured with stainless steel fasteners as required. by providing.up to 99 holiday schedules. D. Paint colors must be reviewed and approved by the Owner.Color coatings shall exactly match the colors specified on the approved plans. W.O. 3. Where specified,Sign Contractor shall furnish and install a Photo Control for®n-Off control of p PP p 6136 sign lighting.Photo Control shall be INTERMATIC K4000 series or equal. DATE E. Surfaces with color mixes and hues prone to fading(e.g.,pastels,fluorescent,complex mixtures,and 1/25/16 B. Light Fixtures: intense reds,yellows and purples)shall be coated with ultraviolet-inhibiting clear coat in a matte or semi-gloss finish unless otherwise noted and approved. SALE AS NOTED 1. Sign Contractor shall use the light fixtures specified in the Design Intent Drawings and shall provide cut-sheets and supplemental information e F. Joining of materials(e.g.,seams)shall be finished in such a way as to be tight,secure and unnoticeable DESIGNER p pp ( .g.,color,size,mounting detail)for Owner and/or Architect approval. (i.e.,butted seams).Overlapped seams shall be considered unacceptable.Visible welds shall be J W B "-)--�SHEET 11 12 CS6 V r Z M OD W Q M continuous and ground smooth.Rivets,screws,and other fasteners that extend to visible surfaces shall Z. Sign Contractor shall construct signage in such a manner that illuminated forms and cabinets shall be = =o be flush,filled,and finished so as to be unnoticeable. free of lighting leaks. o <o a G. Finished surfaces of metal shall be free from canningand warping. AA.Provide ventilation for internally illuminated sign cabinets and monuments.Openings for ventilation �� a ti M rp' g. Y gV � . M must be louvered,baffled(no light leaks),screened and weather proof.Locate openings away from H. All sign finishes shall be free of dust,orange peel,drips,and runs and shall have a uniform surface public view and show on Shop Drawings. z z= conforming to the highest standards of the industry. ¢ 2 5.03 INSTALLATION: CCC I. All lighting must match the exact specifications of the approved Design Intent Drawings. A. Schedule: J. Brightness of signs shall be even and consistent in intensity,coverage,and color both within signs and _� between signs of similar lighting technique and subject to approval by Owner.All aluminum cabinets to All dates for sign installation must be approved in advance and coordinated with the Owner. � be free from light leaks. B. Location and Placement: K. All conduit,raceways,crossovers,wiring,ballast boxes,transformers,and other equipment necessary for sign connection shall be concealed.All bolts,fastenings and clips shall consist of enameling iron 1. Letters shall be carefully spaced and accurately set in place,both vertically and horizontally,with with porcelain enamel finish;stainless steel,anodized aluminum,brass or bronze;or carbon-bearing overall inscription to conform with the Design Intent Drawings and approved templates and steel with painted finish.No black iron materials will be allowed. patterns. L. Underwriter®Laboratory-approved labels shall be affixed to all electrical fixtures.Fabrication and 2. Locations for each ground sign shall be staked by the Sign Contractor.Staked locations must be installation of electrical signs shall comply with all national and local building and electrical codes. approved by the Owner or his designated representative prior to installation. M. Penetrations into existing hardscape,where required,shall be made waterproof. Signs in close 3. Sign installation shall be coordinated with other work on the site as outlined in Section 2,herein. proximity to running water such as water fountains&pools shall be waterproofed. Fabricator shall develop and submit specifications and details for submission to Owner. 4. Unless other arrangements are agreed upon by the Owner or his representative,all sign locations must be marked and labeled on site with sign identification number for approval prior to N. Location of all openings for conduit sleeves and support in sign panels and building walls shall be installation. indicated by the Sign Contractor on drawings submitted to the Owner.Sign Contractor shall install same in accordance with the approved drawings. 5. All signs must be installed level,plumb and true in relationship to architecture,adjacent installations,and/or established reference points. O. In no case shall any manufacturer®label be visible from normal viewing angles. 6. Installation shall be done in a manner to withstand all actions imposed by wind,water and other P. Sign permit stickers should be affixed so as not to be visible from the street. environmental forces. Q. All access panels shall be waterproof and concealed from public view.Panels shall be inset so that outer C. Installation Conditions: surface of panel aligns flush with outer surface of sign to which it is attached.Attachment shall be by means of counter sunk flat head screws(tamper proof where accessible to public).Paint finish screw 1. Working areas are to be left clean and orderly every day during the period of installation.All work w heads to match surrounding color. is to be coordinated with the General Contractor and other trades working on the site. z R. Metal below grade or in contact with grade-level concrete shall be coated with coal tar epoxy. 2. In case of damage to landscaping material,irrigation lines,or other underground or aboveground z C3 equipment,the Owner and/or General Contractor shall be notified and the repairs shall be made to C/) S. All metal interior surfaces of internally illuminated sign cabinets to be painted white. his satisfaction.All damaged material shall be repaired and left in the same condition as it was CM CD w found.All grades are to be restored to the original condition. Q T. All pop rivets where indicated on engineer's drawings shall be submitted with flush rivets where visually J Q .� exposed. 3. All installations are to comply with approved Shop Drawings. J i�: y LU o U. Where design of channel letters is such that the front-edge of the letter return or retainer is visible on the 5.04 ADJUSTMENTS AND REPAIRS: a 3 face of the letter,the front edge of the return or retainer shall be painted to match the color of the letter O CD face_The letter return and return edge of retainer shall be the same color. The Sign Contractor shall repair,or remove and replace with new materials,all damaged units and units not m complying with Contact Documents as approved by the Graphic Designer,at no additional cost to the Owner. J Q z V. Where trim cap is used,paint trim cap to match color of letter return. m w m 5.05 CLEANING: W. Signs with dimensions greater than 16'shall have a face retainer width of no more than 1"unless otherwise approved on the shop drawings. Prior to final inspection and acceptance by the Owner,the Sign Contractor shall remove all protective W.O.O 6136 coatings and stickers,clean metal and painted surfaces in accordance with manufacturer»recommendations, X. Anti-graffiti coating or film to be applied to all signs accessible to the public.Specify brand of anti- and remove debris from the work site. DATE graffiti coating and provide cut sheet along with Shop Drawings showing where protection is applied. 1/25/16 5.06 MAINTENANCE: SCALE Y. Openings in sign panels for pop-through letters/graphics must be of sufficient size to accommodate AS NOTED expansion and contraction of acrylic over a 12013F temperature range.Indicate tolerance dimensions on Prior to final payment,the Sign Contractor shall provide to the Owner written instructions for proper DESIGNER shop drawings. maintenance of all signs and signage elements.Instructions shall address periodic cleaning,service access, J W replacement procedures,and painting.Where applicable,color specifications shall also be provided. SHEET 13 14 S7d O w m N �aN U CIO COD NOTE: a �zLL Q SIGN CONTRACTOR TO RESTORE ALL HARDSCAPE TO ITS v a M Q ORIGINAL CONDITION AND SPECIFICATIONS. s z Q -- ------ ------------------------ $ PROPERTY LINE 0 r EXISTING STREET LIGHT TO BE REMOVED T-0" EXISTING TREE WELL CURB FACE TO BE REMOVED 0� 0 BALBOA BLVD D Lu W of z z CD WU) Lu EXISTING TREE WELL cm o EXISTING STREET Q } LIGHT TO BE REMOVED TO BE REMOVED J Q CURB FACE = w N O } m � _ Q z L°... 3' 0" m w m 25'-6" r W.O. 6136 s PROPERTY LINE DATE 1/25/16 r-—-—-—-—-—-—-—-- - —-—-—-—-—-—-—-—-—-—-—-—-—-- SCALE � AS NOTED ' DESIGNER THE SIGN CONTRACTOR MUST VISIT THE SITE AND FULLY INFORM rSHEETj ENTRY GATEWAY - LOCATION THEMSELVES AS TO ALL EXISTING CONDITIONS AND LIMITATIONS, NOTE: SCALE: 1"=10' FIELD VERIFY EXACT LOCATIONS AND CONDITIONS FOR EACH SIGN SIGN CONTRACTOR TO REFER TO "BALBOA VILLAGE ENTRY GATEWAY AND NOTIFY THE CITY IN WRITING, OF ANY DISCREPANCIES, CONSTRUCTION SPECIFICATIONS" DOCUMENT DATED JANUARY 12, 2016 (SEE SHEETS CS1 - CS7) OMISSIONS, OR CLARIFICATIONS AS THEY AFFECT SIGN DESIGN OR LOCATION. NOT FOR CONSTRUCTION O rn m �U N U Z O m pox O �za �M d. zzN PAINTS Q ID COLOR FINISH DESCRIPTION P1 THYME AND PLACE (GREY-GREEN) SEMI-GLOSS TO MATCH MATTHEWS MP 16007 P2> PADDINGTON BLUE SEMI-GLOSS TO MATCH MATTHEWS MP 07327 P3> PERLINO BIANCO (IVORY) SEMI-GLOSS TO MATCH MATTHEWS MP 06997 <A> PEACHY PINK SEMI-GLOSS TO MATCH MATTHEWS MP 00181 P5 PLASTIC PUMPKIN (ORANGE) SEMI-GLOSS TO MATCH MATTHEWS MP 00853 CR> GUANTANAMO TEAL SEMI-GLOSS TO MATCH MATTHEWS MP 00375 <W> WHEAT BERRY(TAN) SEMI-GLOSS TO MATCH MATTHEWS MP 04850 (jD-8> SPICE TRADER (BROWN) SEMI-GLOSS TO MATCH MATTHEWS MP 02795 VINYLS ID COLOR FINISH DESCRIPTION V1 TANGERINE(ORANGE) TRANSLUCENT 3M SCOTCHCAL FILM 3630-84 V2> BLUE TRANSLUCENT 3M SCOTCHCAL FILM 3630-36 CV3> LIGHT EUROPEAN BLUE TRANSLUCENT 3M SCOTCHCAL FILM 3630-147 ACRYLIC ID COLOR FINISH DESCRIPTION w (Af> WHITE TRANSLUCENT TO MATCH ACRYLITE 015-2GP WHITE z z (k2:> IVORY TRANSLUCENT TO MATCH ACRYLITE 047-2 GP IVORY W c1) Lu CZ Cla CERAMIC TILEJ Q ID COLOR FINISH DESCRIPTION = Lu Q T1 SEA BREEZE (BLUE) SEMI-GLOSS TO MATCH DALTILE COLOR TRENDS Q174 O m a <J2> ELECTRIC BLUE SEMI-GLOSS TO MATCH DALTILE WALL TILE 0194 Q z CT3> OCEAN BLUE (BLUE GREEN) SEMI-GLOSS TO MATCH DALTILE WALL TILE Q049 m w m WD 6136 DATE 1/25/16 SCALE AS NOTED THE SIGN CONTRACTOR MUST VISIT THE SITE AND FULLY INFORM DESIGNER NOTE: THEMSELVES AS TO ALL EXISTING CONDITIONS AND LIMITATIONS, AWB SIGN CONTRACTOR TO REFER TO "BALBOA VILLAGE ENTRY GATEWAY FIELD VERIFY EXACT LOCATIONS AND CONDITIONS FOR EACH SIGN SHEET CONSTRUCTION SPECIFICATIONS" DOCUMENT DATED JANUARY 12, 2016 AND NOTIFY THE CITY IN WRITING, OF ANY DISCREPANCIES, (SEE SHEETS CS1 - CS7) OMISSIONS, OR CLARIFICATIONS AS THEY AFFECT SIGN DESIGN OR LOCATION. 2 NOT FOR CONSTRUCTION Q (n m �U N P1 P2 BACKGROUND PANEL a w CP3> LETTER C coom �zLL a� V QOM Z I — ^ Z N up on - O Q m v w N H • ® e �•i.rr� / ■ A P3 SHELL P2 <:H> BACKGROUND PANEL P4 STARFISH P3 BACKGROUND PANEL { z Lu H z z c� W C/D Lu a J Q J w a MENEM C-D � ■■ J OMENS I Q z MESON OO w m , 1 Wo. 6136 DATE 1/25/16 SCALE AS NOTED NOTE: DESIGNER SIGN CONTRACTOR TO RESTORE ALL HARDSCAPE TO ITS THE SIGN CONTRACTOR MUST VISIT THE SITE AND FULLY INFORM AWB ORIGINAL CONDITION AND SPECIFICATIONS. NOTE: THEMSELVES AS TO ALL EXISTING CONDITIONS AND LIMITATIONS, SHEET SIGN CONTRACTOR TO REFER TO "BALBOA VILLAGE ENTRY GATEWAY FIELD VERIFY EXACT LOCATIONS AND CONDITIONS FOR EACH SIGN CONSTRUCTION SPECIFICATIONS" DOCUMENT DATED JANUARY 12, 2016 AND NOTIFY THE CITY IN WRITING, OF ANY DISCREPANCIES, (SEE SHEETS CS1 - CS7) OMISSIONS, OR CLARIFICATIONS AS THEY AFFECT SIGN DESIGN OR 3 LOCATION. NOT FOR CONSTRUCTION r—oom "THANKS" LOGO ===- ----------------- 7----------- < .......... ... ---------- --- -------- ------- o 0 0 0 0 0 0 0 0 0 0 0 <I........... r mEx z�5 FUN ZONE" LOGO toom < z 6 5F1I TOP VIEW - - _ z SCALE: 1/4`=1I0l 54'-0" 5'-0" 5 ------------ v C:DO' �, -�ooA- e c\j oE 5 _j B 5 3 SPECIFICATIONS 11 T(P. WELDED STEEL STRUCTURE PER ENGINEERING SPECIFICATIONS (SEE SHT 11); PAINT FINISHED. ----—---- C? - -------------- 10 NOTE: FABRICATED ALUMINUM INTERNALLY ILLUMINATED REVERSE CHANNEL WHITE SIGN CONTRACTOR TO REFER TO "BALBOA VILLAGE ENTRY GATEWAY LED LETTERS PINNED OFF BACK PANEL; PAINT FINISHED. CONSTRUCTION SPECIFICATIONS" DOCUMENT DATED JANUARY 12, 2016 CARVED SIGN FOAM SHELLS & STARFISH ATTACHED TO INTERNALLY ILLUMI10 - o (SEE SHEETS CS1 - CS7) NATED REVERSE CHANNEL WHITE LED SHAPE PINNED OFF BACK PANEL; PAINT FINISHED. THE SIGN CONTRACTOR MUST VISIT THE SITE AND FULLY INFORM Lu 2--6" FABRICATED ALUMINUM"FUN ZONE" LOGO WITH PERIMETER LED LIGHTING, THEMSELVES AS TO ALL EXISTING CONDITIONS AND LIMITATIONS, FIELD VERIFY EXACT LOCATIONS AND CONDITIONS FOR EACH SIGN DIMENSIONAL CUTOUT LETTERS AND BACK-LIT ACRYLIC FACE WITH VINYL AND NOTIFY THE CITY IN WRITING, OF ANY DISCREPANCIES, GRAPHICS. ; PAINT FINISHED. Co Lp "FAIRFAX-FFX" LIGHT FIXTURE AVAILABLE FROM OCS LIGHTING AND CONTROL Lu C/:) OMISSIONS, OR CLARIFICATIONS AS THEY AFFECT SIGN DESIGN OR F5 Lu cm M 6" 6" LOCATION. (858) 514-4000;WITH CUSTOM CAP ATTACHED (SEE SHEET 10); PAINT FINISHED. L > NOTE: POURED IN PLACE REINFORCED CONCRETE PEDESTAL PER ENGINEERING N <3: Lu SIGN CONTRACTOR SHOP DRAWING DETAILS TO INCLUDE ELECTRICAL SPECIFICATIONS (SEE SHT 11).CLAD WITH TILE AND CONCRETE TRIM CAPS. COMPONENT DETAILING INCLUDING LED DRIVERS, AUTO TIMER, LIGHT (SEE DETAIL SHEET 6) QC F� 6 SENSOR, CUT-OFF SWITCH AND WIRING THROUGH STRUCTURE (INCLUDING INTERCHANGEABLE BANNER WITH REMOVABLE BANNER POLES TO BE DETAILED NCONDUIT IN CONCRETE PEDESTAL& FOOTING.) BY SIGN FABRICATOR. J r Lo 8 FINISH GRADE co Lu NOTE: REMOVABLE ACCESS PANEL TO SERVICE ELECTRICAL COMPONENTS. ——— SIGN CONTRACTOR TO RESTORE ALL HARDSCAPE TO ITS Wo.WEATHERPROOF ELECTRICAL OUTLETS CONCEALED ON INSIDE OF COLUMN ————— 6136 F8]'o ORIGINAL CONDITION AND SPECIFICATIONS. SIGN CONTRACTOR TO DESIGN WELDED ATTACHMENT OF WAVES TO ARCH ❑ DATE - STRUCTURE AND SHOW ON SHOP DRAWINGS. 1/25/16 00 LEZL= SCALE — AS NOTED _24 DESIGNER JWB 3'-0" 2'-0" 44'-0" Z-O" 3'-0" SHEET ENTRY GATEWAY - WEST ELEVATION 4 SCALE: 1/4"=11'-0" NOT FOR CONSTRUCTION SPECIFICATIONS _ 5 3/8" 1 1/2" 1❑ FABRICATED ALUMINUM INTERNALLY ILLUMINATED = 31/2" REVERSE CHANNEL WHITE LED LETTERS PINNED OFF BACK o o 1 P3 FACE & RETURNS PANEL; PAINT FINISHED. J w 2❑ 3/8"THICK ALUMINUM BACK PANEL ATTACHED TO STEEL r 1 STRUCTURE WITH FLATHEAD STAINLESS STEEL SCREWS; c� J a 2 P2 FACE & RETURNS v a PAINT FINISHED. — w - Pi BACK FACE 2 cn_ z z 3❑ WELDED STEEL STRUCTURE PER ENGINEERING SPECIFICA- 3 Q TIONS (SEE SHT 11); PAINT FINISHED. � ' J e,m O03 P1 ® CLEAR ACRYLIC BACK PANEL. cl) CD rn - - - - �- - - - - 4 5❑ ELECTRICAL CONDUIT. (RUNS THROUGH ARCH STRUCTURE) �qr� 5 © CAST RESIN FROM CARVED SIGN FOAM SHELL SHAPE SEE SHEET 9 FOR SHELL IMAGE); PAINT FINISHED. (STARFISH SIMILAR) 7❑ REVERSE CHANNEL SHELL SHAPE WITH LED ILLUMINATION. LED: (TBD) (STARFISH SIMILAR) ® DECORATIVE STEEL WAVE ELEMENTS ARE WELDED TO STEEL D ONCEPTUAL SECTION END PLATE. CALE:1 1/2"=1'-0" SIGN NCONTRACTOR SHOP DRAWING DETAILS TO INCLUDE ELECTRICAL A LETTER DETAIL TYPICAL COMPONENT DETAILING INCLUDING LED DRIVERS, AUTO TIMER, LIGHT SCALE: 1 1/2"=1'-0" SENSOR, CUT-OFF SWITCH AND WIRING THROUGH STRUCTURE (INCLUDING CONDUIT IN CONCRETE PEDESTAL& FOOTING.) 1" 3 P2 2 7 D 5 2 RE3>FACE & RETURNS3 BACK FACE Lu4 N z 6 P3 � 6 z CD z W N ELECTRICAL FOR "SHELLS" IS 3Cm o ROUTED THROUGH STEEL STEEL Q Q STRUCTURE.TRANSFORMERS SHELL SECTION DETAIL TYPICAL 1 1/4" END PLATE J 1 1/4" FOR ALL SHELLS AND STARFISH D SCALE: 1 1/2"=1' 0" = w o LOCATED INSIDE LOGO 8 Q Lm SIGN CABINET. C m } J r DCALE: HELL DETAIL TYPICAL Q z 11/2"=1'-0" m w m CONNECTION DETAIL (TOP VIEW) c SCALE:3/4"=1'-0" Wo. 6136 T DATE 1/25/16 SCALE 00 THE SIGN CONTRACTOR MUST VISIT THE SITE AND FULLY INFORM AS NOTED CD THEMSELVES AS TO ALL EXISTING CONDITIONS AND LIMITATIONS, oesiD JWB FIELD VERIFY EXACT LOCATIONS AND CONDITIONS FOR EACH SIGN NOTE: AND NOTIFY THE CITY IN WRITING, OF ANY DISCREPANCIES, SHEET SIGN CONTRACTOR TO REFER TO"BALBOA VILLAGE ENTRY GATEWAY OMISSIONS, OR CLARIFICATIONS AS THEY AFFECT SIGN DESIGN OR STARFISH DETAIL (TYPICAL) CONSTRUCTION SPECIFICATIONS" DOCUMENT DATED JANUARY 12, 2016 LOCATION. (SEE SHEETS CS1 -CS7) SCALE: 1 1/2"=1'-0" NOT FOR CONSTRUCTION 5 2'-5 3/4" _o w� 6" U �U p O �za ❑ 4 SPECIFICATIONS z N M Ll? O O E] CAST IN PLACE STEEL REINFORCED CONCRETE COLUMN AND = z NFOOTING PER ENGINEERING SPECIFICATIONS (SEE SHT 11). Q 3 2❑ WELDED STEEL STRUCTURE PER ENGINEERING SPECIFICA- r.= w TIONS (SEE SHT 11); PAINT FINISHED. 3❑ MATCH PLATE FROM STEEL STRUCTURE ATTACHES TO 4 MATCH PLATE -TOP VIEW J-BOLTS CAST IN STEEL REINFORCED CONCRETE COLUMN SCALE: 1/2"=1'-0" PER ENGINEERING SPECIFICATIONS (SEE SHT 11). ® ELECTRICAL CONDUIT. (RUNS THROUGH ARCH STRUCTURE) COLUMN CLAD IN CONCRETE BOARD AND 4"X 4" CERAMIC TILE-� T3 2 © PRECAST CONCRETE TRIM CAP"M40 R" FROM CONCRETE DESIGNS INC. 9 67❑ PRECAST CONCRETE BASE"M20 RD BASE" FROM CONCRETE DESIGNS INC. 3 r ® FINISH GRADE 9❑ FILL WITH NON-SHRINKING GROUT, CROWNED AT CENTER (NO STANDING WATER TO COLLECT) 1 5 NOTE: SIGN CONTRACTOR SHOP DRAWING DETAILS TO INCLUDE ELECTRICAL r IV COMPONENT DETAILING INCLUDING LED DRIVERS, AUTO TIMER, LIGHT SENSOR, CUT-OFF SWITCH AND WIRING THROUGH STRUCTURE (INCLUDING z 7 CONDUIT IN CONCRETE PEDESTAL & FOOTING.) Lu 4 z z 8 8 CD cn Cz o a } r J Q J Lu o - ej a Q c CD J Lu m G. G. NOTE: wo. 6136 SIGN CONTRACTOR TO RESTORE ALL HARDSCAPE TO ITS ORIGINAL CONDITION AND SPECIFICATIONS. DATE 1/25/16 SCALE AS NOTED THE SIGN CONTRACTOR MUST VISIT THE SITE AND FULLY INFORM DESIGNER COLUMN SECTION VIEW THEMSELVES AS TO ALL EXISTING CONDITIONS AND LIMITATIONS, JWB SCALE: 1/2"=1'-0" FIELD VERIFY EXACT LOCATIONS AND CONDITIONS FOR EACH SIGN SHEET NOTE: AND NOTIFY THE CITY IN WRITING, OF ANY DISCREPANCIES, SIGN CONTRACTOR TO REFER TO "BALBOA VILLAGE ENTRY GATEWAY OMISSIONS, OR CLARIFICATIONS AS THEY AFFECT SIGN DESIGN OR CONSTRUCTION SPECIFICATIONS" DOCUMENT DATED JANUARY 12, 2016 LOCATION. 6 (SEE SHEETS CS1 - CS7) NOT FOR CONSTRUCTION 1 P7 TAN BACKGROUND �' z CH> BROWN GRAPHICS & RETURNSo o a M 5 5/8" PROVIDE REMOVABLE ACCESS PANEL Ll TO SERVICE ELECTRICAL COMPONENTS. ~ " - 1 1/2" 3.. J awe O <�a 2 P5 LETTERS coom J a P6 BACKGROUND SPECIFICATIONS 1❑ FABRICATED ALUMINUM SIGN CABINET WITH cm_ SERRATED EDGE; PROVIDE REMOVABLE ACCESS Q 3 PANEL TO SERVICE ELECTRICAL COMPONENTS; m J PAINT FINISHED. �� 2❑ DIMENSIONAL CUT-OUT LETTERS ATTACHED TO FACE OF CABINET. PAINT FINISHED. �y- 3❑ LED MINI MODULES CONCEALED IN CIRCULAR RIM AROUND CABINET TO LIGHT DIMENSIONAL LETTERS. LED COLOR 4500K. • 4 D ® INTERNALLY ILLUMINATED WHITE ACRYLIC SIGN FACE WITH TRANSLUCENT VINYL GRAPHICS. ATTACHES TO CABINET WITH TRIM CAP AROUND PERIMETER AND IS REMOVABLE FOR CABINET D ACCESS. r �� f� 5❑ STEEL ARCH STRUCTURE (PER ENGINEERING M M SPECIFICATIONS (SEE SHT 11) (SEE SHT 11)) C? f f "FUN ZONE" LOGO "THANKS" LOGO _ PUSH-THRU ACRYLIC LETTERS w '00000 z ' 5 D INTERNAL LED LIGHTING Lu cm Q o • J < • J • • 4 Al WHITE = w o • • V1 ORANGE Q a 6 V2 BLUE p O V3 LIGHT BLUE m = ST. 19 m wm 3 2 P6 LETTERS W.D. 6136 (H> BACKGROUND LF DATE 1/25/16 NOTE: SIGN CONTRACTOR TO REFER TO "BALBOA VILLAGE ENTRY GATEWAY SCALE AS NOTED CONSTRUCTION SPECIFICATIONS" DOCUMENT DATED JANUARY 12, 2016 (SEE SHEETS CS1 - CS7) DESIGNER LOGO WEST ELEVATION SECTION VIEW JWB SCALE: 11/2"=1'-0" NOTE: SCALE: 11/2"=1'-0" SHEET SIGN CONTRACTOR SHOP DRAWING DETAILS TO INCLUDE ELECTRICAL COMPONENT DETAILING INCLUDING LED DRIVERS,AUTO TIMER, LIGHT SENSOR, CUT-OFF SWITCH AND WIRING THROUGH STRUCTURE (INCLUDING CONDUIT IN CONCRETE PEDESTAL & FOOTING.) 7 NOT FOR CONSTRUCTION 1 P7 TAN BACKGROUND o¢M P8 BROWN GRAPHICS & RETURNS 5 5/8 J w a- O �za Cry �a� O SPECIFICATIONSoll 11,111111111 �_ Z w�M 2 1❑ FABRICATED ALUMINUM SIGN CABINET WITH SERRATED EDGE; PAINT FINISHED. Q "� ac > 2❑ INTERNALLY ILLUMINATED IVORY POP-THROUGH ACRYLIC LETTERS, LIGHTLY SANDED FACES TO REMOVE GLOSS FINISH; LED ILLUMINATION. LED � COLOR 4500K. ALUMINUM FACE IS REMOVABLE dW FOR CABINET ACCESS. NOTE: SIGN CONTRACTOR SHOP DRAWING DETAILS TO INCLUDE ELECTRICAL COMPONENT DETAILING INCLUDING LED DRIVERS, AUTO TIMER, LIGHT SENSOR, CUT-OFF SWITCH AND WIRING THROUGH STRUCTURE (INCLUDING CONDUIT IN CONCRETE PEDESTAL & FOOTING.) O O O 0 0 O O z w H z z c� Cm o J � N U-J o C-D � o >- m = J Q z 00 w m WD 6136 DATE 1/25/16 SCALE LOGO - EAST ELEVATION SIDE VIEW -THANKS LOGO AS NOTED SCALE: 1 1/2"=V-0" SCALE: 1 1/2`=l'-0" DESIGNER THE SIGN CONTRACTOR MUST VISIT THE SITE AND FULLY INFORM JWB THEMSELVES AS TO ALL EXISTING CONDITIONS AND LIMITATIONS, li NOTE: FIELD VERIFY EXACT LOCATIONS AND CONDITIONS FOR EACH SIGN SIGN CONTRACTOR TO REFER TO "BALBOA VILLAGE ENTRY GATEWAY AND NOTIFY THE CITY IN WRITING, OF ANY DISCREPANCIES, CONSTRUCTION SPECIFICATIONS" DOCUMENT DATED JANUARY 12, 2016 OMISSIONS, OR CLARIFICATIONS AS THEY AFFECT SIGN DESIGN OR 8 (SEE SHEETS CS1 - CS7) LOCATION. NOT FOR CONSTRUCTION C/m z M � cv N o a M � SUN =C c QW 0 w z Q Cpm a V a�M z�M � z a k W N F w r A �5 ■■■■■■■■ SHELL DETAIL ■■■■■■■■ T3 z Luz CD Lu cm a } wo a aQ � C5 C-D � m >- J � Q z m Lu m TILE DETAIL W.O. 6136 DATE 1/25/16 SCALE AS NOTED THE SIGN CONTRACTOR MUST VISIT THE SITE AND FULLY INFORM DESIGNER THEMSELVES AS TO ALL EXISTING CONDITIONS AND LIMITATIONS, AWB NOTE: FIELD VERIFY EXACT LOCATIONS AND CONDITIONS FOR EACH SIGN SIGN CONTRACTOR TO REFER TO "BALBOA VILLAGE ENTRY GATEWAY AND NOTIFY THE CITY IN WRITING, OF ANY DISCREPANCIES, CONSTRUCTION SPECIFICATIONS" DOCUMENT DATED JANUARY 12, 2016 OMISSIONS, OR CLARIFICATIONS AS THEY AFFECT SIGN DESIGN OR (SEE SHEETS CS1 -CS7) LOCATION. NOT FOR CONSTRUCTION SHEET ■ AIL � ■ AIL ■ ■ AIF` ■ ■ AIF` ■ AIF 111111, Ordering Matrix ■ AIF IL Ordering Matrix z o ■ ■ / ` ■ ■ / ` o oaM Environmental Lighting for Architecture, Inc. Fairfax- FFX Environmental Lighting for Architecture,Inc. Fairfax- FFX l� U 1 2 3 4 5 6 7 8 9 Fixture / Size / Mounting / Optics / Ballast / Voltage / Lens / Color / Option 6.Voltage Matrix#: 120* zoR zoo 277* 3a7 a8o r =o. Description: 120V 208V 240V 277V 347V 480V cv Z.5 FFX / 19 / CA / H5 / 150MH / 120 / FG / CY / -- Only[hese voltages are available with LED. <N M 7.Lens — z ZZ M z� 1.Fixture: 144.� t1 o a 2. Size °13.. >on 344" 27. Ff Notes: 1.Glass is tempered flat Matrix#: CG Clear Glass FG Frosted Glass OG Opal Glass SG Seedy Glass glass. Description: CA Clear Acrylic* FA Frosted Acrylic* OA Opal Acrylic* SA Seedy Acrylic' *Max wattage is 150W. CP Clear Polycarbonate* FP Frosted Polycarbonate* 8.Color Powder Coat Finish Hand-Applied Finish Matrix#: 12 Matrix# Description Matrix# Description Matrix# Description Description: AG Augustine Green MG Malaga Green CH Cracked Hide Notes: Max Wattage 150W Max Wattage 40OW GY Architectural Grey MN Midnight LV Light Verde EPA: 1.9 2.8 CC Charcoal PW Pewter OR Old Iron Weight: 40 Has. 55 lbs. CY Clay SS Sand Storm R Rust DB Dark Bronze SB Statuary Bronze V Verde 3. Mounting HR Harbor Blue VIL Village Green Notes: HP Hammered Pewter W White Consult factory for custom colors. 9.Options 00 Notes: u u 1.BBU option is available for fluorescent Notes: lamp only. Matrix#: CA CP WB 1.Please consult factory for Poles,wall 2.Test button location shall have visibility for BBU TB PCB PCR VR HSS Brackets,and other mounting options. DBSCfIptlOn: Cross Arm Chain Pendant ,,,, Wall Bracket testing on site.Consult factory for Photocell receptacle Vertical Glass placement location. Battery Backup Terminal Block Photocell Button Twist Lock by others Refractor House Side Shield 4. Optics Horizontal Photocell Options: Photocell is available in 120 thm 480 volts. Photocell receptacle only fits some cross arms.Consult factory.Specify when ordering. 'i- (�� Fixture Ordering Example: Matrix#: H3 "` pr Description: TYPE 3 Vertical z Lu R FFX/14/CA/H5/150MH/120/Fi z Notes: Matrix#: V3* V5 C3 1.Horizontal fits 150W max tamping. Description: TYPE 3 TYPE 5 W C/) 'Glass refractor required. CM w 1 2 3 4 5 6 7 8 9 � Description: Pulse Start Metal Halide High Pressure Compact LED Induction Induction CosmoPolis Fixture / SIZe / Mountin / O TICS / Ballast / VOlta e / Lens / COIOr / 0 tlOn J } 5.Ballast Metal Halide Sodium Fluorescent Circular Type Bulb Type g p g p Q (Watts/Type) (Watts/Type) (Watts/Type) (Watts/Type) (Watts/Type) (Watts/Type) (Watts/Type) (Watts/Type) FFX / 14 / CA / H5 / 150MH / 120 / FG / CY / - J y Matrix#: 50PSMH 50MH 50HPS 13CFL 40LED** 401C** 351B* 45COS Fairfax 14 Cross Arm Horizontal 150 Watt 120 Volts Frosted Clay = LV �I 70PSMH 70MH 70HPS 18CFL 55LED** 70iC** 55iB* 6000S Fixture Type 5 Metal Halide Glass ¢ >, 100PSMH T6 70MH 100HPS 26CFL 65LED** 80iC** 85iB* 9000S Q 15OPSMH 10OMH 150HPS 32CFL 75LED 100iB* 14000SCM C.D 175PSMH T6 15OMH 2O0HPS* 42CFL 85LED** 120iB* Fixture Ordering Form: m Notes: 200PSMH 250HPS 57CFL 95LED** .J 25OPSMH 110LED**■ 1 2 3 4 5 6 7 8 9 9 9 Q Z 1.Electronic ballast available for 50,70, Fixture / Size /Mounting// O tics / Lam / Voltage / Lens / Color / Option / Option / Option 100,150,and 200 watt MH lamps. 320PSMH Incandescent Induction 9 p p 9 P p p m w m 2.Other wattages and ballasts available35OPSMH Tubular Type . Consult factory. 40OPSMH INCtts/Type) ( Watts/Type) "Fits vertical only. 40iT** 1. FFX / / / / / / / / / / "'Fits horizontal only. W.O. •Size 14 only. 6136 17891 Arenth Ave.,City of Industry,CA 91748•(800)423-6561•Fax:(626)965-9494•www.ela-lighting.com•info@ela-lighting.com fairfax-spec •Page 2 17891 Arenth Ave.,City of Industry,CA 91748•(800)423-6561•Fax:(626)965-9494•w wt.ela-lighting.com•info@ela-lighting.com fairfax-spec•Page 3 DATE NOTE: 1/25/16 SIGN CONTRACTOR TO REFER TO "BALBOA VILLAGE ENTRY GATEWAY SCALE AS NOTED CONSTRUCTION SPECIFICATIONS" DOCUMENT DATED JANUARY 12, 2016 STREET LIGHT FIXTURE SPECIFICATIONS THE SIGN CONTRACTOR MUST VISIT THE SITE AND FULLY INFORM DESIGNER (SEE SHEETS CS1 -CS7) THEMSELVES AS TO ALL EXISTING CONDITIONS AND LIMITATIONS, JWB NOTE: FIELD VERIFY EXACT LOCATIONS AND CONDITIONS FOR EACH SIGN SHEET SIGN CONTRACTOR SHOP DRAWING DETAILS TO INCLUDE ELECTRICAL AND NOTIFY THE CITY IN WRITING, OF ANY DISCREPANCIES, COMPONENT DETAILING INCLUDING LED DRIVERS, AUTO TIMER, LIGHT OMISSIONS, OR CLARIFICATIONS AS THEY AFFECT SIGN DESIGN OR SENSOR, CUT-OFF SWITCH AND WIRING THROUGH STRUCTURE LOCATION. 10 (INCLUDING CONDUIT IN CONCRETE PEDESTAL & FOOTING.) 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AAIEGL'ITREYME'D. im zss,FI6 JMA, JF9L7Q'+�DeRx�A V'oRrgp R�b1MPAY&r�nriKN?S5M EW,t as A�IF,�PF 3'• 1 Do3tn.5�,v g25 nWAYtE WILLS PL SUITE R77 ����� i�I�,s�9!114i,�F *� VALENUA,CA 9MS - X40 EFY.CM. 'f$OLl$iAILT PA'iE Jirt p7.2UM5 P10(Mrc0�L'JCd4TAX1; ADALK"A bLLA A �. �,"��.� +�'�, •�Tfia � {P EAYf94YA.�41LAT1IAAI:SL TEL JU1}2+y�4FL7L1 F.1)4•dl"&IMMU 1 CF 'tip Fti oti �y 9 c� BVAC Meeting - February 10, 2016 _ Attachment 5b r ' OBalboa Village < Library A Balboa Island Ferry Balboa Pier Nautical Museum © Balboa Village Balboa Island Ferry Pier SPORT FISHING RIGHT BALBOA NE 4+� ISLAND FERRY r.�� ,_ ND Ave SPORT FISHING 1=saya Balboa Village E30t MILLION © Balboa Island Ferry> a 7oNE 05 � • Nautical Museum z Pier© .� I r-. B,:,Ibaa Blvd — - r - PARKING � _ O PARKING ' • Restaurants 1 r 8l"lIId �- ti--� •Shops I •Sports Fishing Balboa Village < Balboa Island Ferry - Nautical Museum PARKING 4 ' PARKING � O Balboa Village < Balboa Island Ferry Nautical Museum — — — — _ — BEACH Park OBalboa Village < Balboa Island Ferry Coast Highway Nautical Museum QBalboa Village BALBOA PIER Balboa Island Ferry> Nautical Museum Coast Highway EXISTING VEHICULAR DIRECTIONAL SIGNS (ALL EXISTING SIGNS WILL BE REMOVED) FILENAME Balboa Location Map GRAPHIC SOLUTIONS SHEET DESIGNER DATE IIIMAINca ezns JWB 9/4/14 "aDIEGO,as:35 GGIS iRalboa Viidc�c '�- � +; i �bara Viiav �Yr4t�ry �Q�I�f�i# ViN�n�e Y Yldld?o�a PYer - � •SP�FtfiS �15HMN� - Y 1 2 00 5 Eerry _ �,� r�rhap Islam a� .-:r Wa-ulY€al Flusf~OG� r #� +/� '� b�rlYked M�a9run _ �•It .�s1'' �I�•PI!;/` AC�iiYdllpts,May dh SP1 - dal�YPlw Vil��_ •,,�Y � - itdibc dsl�nsd PercyMUSTa - — p C�id�t IYfgdaway � +'k' • t - — r i 6 7 8 VEHICULAREXISTING ' i i SIGN TYPES © ENTRY GATEWAY SIGN © BALBOA VILLAGE I.D. MONUMENT 43 VEHICULAR DIRECTIONAL SIGN © DIRECTORY MAP/ KIOSK P BALBOA © NO OUTLET SIGN IS � h SLAND FERRY SPORT FISHING - IN y _ r MILLION PARKING Ile 1 PARKING op 1 1 PARKING 1 BEACH ' S rB' BALBOA PIER PROPOSED GATEWAYS & WAYFINDING EBEINboaAME LocationMap GHAPHICSOLUiIONS SHEET DESIGNER DATE � EGocr 111 mExrnnry oA 03 JW B 9/4/14 sl"3r,»s xs,slC"s=6o,e A. -�. � �.r.✓J� & �-.. '—' v.�ti.� ] . a. � IIIIIIIIIIII I� � 1110 7upsrsEofli Si�IAHS ]h'y RAMP all _ ? a ."14. 4. L t,,C 4 M 3 - _�-� ,.��• ._.� � � C: time J 00 ® ENTRY GATEWAY SIGN ® ENTRY GATEWAY SIGN AT FERRY LANDING © BALBOA VILLAGE I.D. MONUMENT is 17 Balboa • IslandFerry _ Pier&Beach arking@ Amp, VEHICULAR DIRECTIONAL SIGN © DIRECTORY MAP/ KIOSK © NO OUTLET SIGN FILENAME GHAPHIC SOLOiIONS Balboa Location Map SHEET DESIGNER DATE 1 ccoccn11- 04 JW 9/4/14 s"s °'6s1z35'so,e �r - i I I Ir I I� ® ENTRY GATEWAY -v _ Balboa 1 Ferry x Parking 1 -HSif - I i R ® ENTRY GATEWAY AT FERRY LANDING © DIRECTORY/KIOSK DIRECTIONAL SIGN FILE NAME Balboa Location Map ( GHAPHIC SUKUTIUNS SHEETDESIGNER DATE LIL '�M xmerv.ni sxaPxa ossisx 05 JWB 9/4/14 E"sei z3s a3sixie si:ss'sme L 3 V" f 1^ rhe I W�tn_ G (D REPLACE REPLACE REPLACE EXISTING1rary EXISTING EXISTING NEW SIGN SIGN SIGN WITH Parking ag p SIGN Balboa Island & LOCATION A 1 NEW LOCATION Balboa 1 FerryBalboa Island Shops Pier & Beach Pavilion Pier & Beach Parking SportsParking P n , 7 REPLACE REPLACE REPLACE NEW SIGN EXISTING Balboa 1 EXISTING & LOCATION SIGN SIGN ' ' 1 1 ' 1 EXISTING Balboa 1 Balboa 1 Ferry �, SIGN Ferry Ferry (D Ferry Pier • Beach Parking Coast Highway RIGHT LANE Lao �61_80 f L110 opF REPLACE L REPLACE NEW SIGN EXISTINGBalboa EXISTING & LOCATION SIGN ' • 1 1 ' 1 SIGNBalboa Island Pier ' Beach Ferry Ferry (D — Parking Pier • Beach Restaurants Parking Shops Pavilion ILE NAME PROPOSED VEHICULAR DIRECTIONALS Balboa Location Map r` GHAPHICSOLOTIONS SHEET DESIGNER DATE maErE�s TFA o Eso caEvsn3 06 JW 9/4/14 TEL'-119 211 1111 Fax 61e1 811-1118