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2018/05/10 Planning Commission Agenda PacketRquaear M,,��. C,4 Lisa OLLM City of Rohnert Park Planning Commission AGENDA Thursday, May 10, 2018 6:00 P.M. 130 Avram Avenue, Rohnert Park To Any Member of the Audience ,Desiring to Address lite Planning Comn:huion: For public comment on items listed or not listed on the agenda, or on agenda items if unable to speak at the scheduled time, you may do so upon recognition from the Chairperson. PLEASE FILL OUT A SPEAKER CARD PRIOR TO SPEAKING. 1. 2. 3. 4. 5. 6. 7. 8. CALL TO ORDER PLEDGE OF ALLEGIANCE ROLL CALL (Adams Blanquie Borba Giudice Haydon__) DECLARATION OF ABSTENTION ACKNOWLEDGEMENT OF POSTING OF AGENDA — Agenda has been posted in three public places: Community Center, Public Safety Building and City Hall. PUBLIC COMMENT - Persons who wish to speak to the Commission regarding an item that is not on the agenda may do so at this time. CONSENT CALENDAR - ADOPTION OF MINUTES 7.1 Approval of the Draft Minutes of the Planning Commission meeting of February 22, 2018 AGENDA ITEMS 8.1 PUBLIC HEARING — (CONTINUTED FROM THE APRIL 26, 2018 MEETING) CONDITIONAL USE PERMIT - File No. PLUP-0002 — Matthew Moore for GTE Mobilnet of California LP Verizon Wireless — Consideration of Resolution No. 2018-28 approving a Conditional Use Permit for a wireless antenna structure and an enclosure for supporting electronic equipment located at 5210 Commerce Boulevard (APN 143-021-014). CEQA: The project has been analyzed for compliance with the requirements of the California Environmental Quality Act (CEQA) and found to be categorically exempt as a Class 3 Exemption under Section 15303: New Construction. No further action is required pertaining to environmental review. 8.2 SITE PLAN AND ARCHITECTURAL REVIEW - File No. PLSR18-0001 — Zorah Mariano/Stantec Architecture - Consideration of Resolution No. 2018-29 approving Site Plan and Architectural Review for exterior remodel of McDonald's located at 6600 Commerce Boulevard (APN 143-061-001). CEQA: The project has been analyzed for compliance with the requirements of the California Environmental Quality Act (CEQA) and found to be categorically exempt as a Class 1 Exemption under Section 15301: Existing Facility. No further action is required pertaining to environmental review. 9. ITEMS FROM THE PLANNING COMMISSION 10. ITEMS FROM THE DEVELOPMENT SERVICE STAFF 11. ADJOURNMENT Appeals of any decisions made tonight must be received by the Planning Division within 10 days and no later than 5: 00 p.m. on May 21, 2018 NOTE: If you challenge the nature of the proposed action in court, you may be limited to raising only those issues you or someone else raised at public hearing(s) described in this Agenda, or in written correspondence delivered to the City of Rohnert Park at, or prior to the public hearing(s). Disabled Accommodation: In compliance with the Americans with Disabilities Act, if you need special assistance to participate in this meeting please call (707) 588-2236. Notification 72 hours in advance of the meeting will enable the city to make reasonable arrangements to ensure accessibility to the meeting. (28 CFR 35.102.35.104 AD Title III) CERTIFICATION OF POSTING OF AGENDA I, Kelsey Bracewell, Development Services Office Assistant for the City of Rohnert Park, declare that the foregoing notice and agenda for the May 10, 2018, Planning Commission Meeting of the City of Rohnert Park was posted and available for review on May 4, 2018, at Rohnert Park City Hall, 130 Avram Avenue, Rohnert Park, California 94928. Theagenda is available on -the City of Rohnert Park's web site at www.rpeity.org. Signed this 4th day of May, 2018 at Rohnert Park, California. City of Rohnert Park Planning Commission Report DATE: May 10, 2018 ITEM NO: 8.1 SUBJECT: PLUP18-0002 Conditional Use Permit for a Sixty -Four (64) Foot High Monopole Structure with Mobile Phone Antennas and Related Electronic Support Equipment LOCATION: 5210 Commerce Boulevard (APN 143-021-014) REQUEST: Construct a sixty-four foot high monopole telecommunication structure and electronic support equipment APPLICANT: Matthew Moore for GTE Mobilnet of California LP Verizon Wireless Background This project site is located within the I -L/C: Industrial/Commercial Overlay Zoning District. The property is a rectangular shaped lot located just east of Highway 101 on the east side of Commerce Blvd. The subject site also includes a vacant industrial building with an existing 36 -foot monopole telecommunication structure at the rear of the property behind the existing building. There are no residential uses in the immediate vicinity. Applicant's Proposal The Highway 101/Golf Course Drive Verizon Wireless Unmanned Telecommunications Facility Project (project) proposes the relocation of existing antennas to a new monopole, and the installation of outdoor equipment cabinets inside a fenced, leased area located at 5210 Commerce Boulevard in Rohnert Park, California. Verizon Wireless proposes the installation of a new wireless communications facility at the above -referenced address in order to improve coverage and capacity. Page 1 There is an existing 36 -foot tall monopole facility currently at the project site. Verizon proposes to replace the existing monopole with a new 64 -foot tall monopole and related ground mounted electrical equipment that will be capable of supporting both the existing equipment, as well as the additional equipment that Verizon will require in order for the facility to achieve Verizon's coverage objectives for the area. Figure 1: Project Site Location Page 2 The portion of the 5210 Commerce Blvd. parcel to be leased by the applicant is approximately 10 feet by 20 feet and located behind the existing building. The enclosure will include the 64 -foot monopole and related ground mounted electrical equipment enclosed by a 6 -foot chain-link fence with two 4 -foot access gates. The proposed design is a 64 -foot tall monopole, which will include nine (9) Verizon Wireless antennas to be installed at the 60 -foot centerline. The antennas will be placed within three (3) sectors, each with three (3) antennas. Staff Analysis The subject parcel is located in an area primarily made up of industrial type uses. The placement of the new wireless monopole facility is in compliance with all pertinent Rohnert Park height and setback requirements in the Industrial/Commercial Overlay Zoning District and with Rohnert Park Municipal Code Section 17.07 F: Communication Facilities standards. Wireless communication facilities utilize "line -of -sight" technology, which means that the panel antennas must be of sufficient height in order to "see" the existing facilities in the immediate network service area. The 64 -foot tall monopole is the minimum functional height that will accommodate an antenna centerline of 60 feet while complying with the City's requirement for collocating facilities and minimizing visual impact of new facilities. Section 17.07 F: Communication Facilities requires that towers and antennas be setback at a ratio of two horizontal feet for every one foot in height and shall not be readily visible to the nearest residentially zoned property. The monopole will be at a height of 64 feet and setback from Commerce Blvd. approximately 200 feet. The nearest residence is approximately 850 feet from the location of the wireless facility and would be screened from residential neighborhoods by intervening industrial buildings, landscaping and overall distance from the proposed wireless facility. As shown in the photo simulations in Exhibit B, the new 64 -foot wireless facility will be minimally visible from the immediate adjacent industrial properties surrounding the project site and would not be visible at all from the nearest residential use. Page 3 This location of the facility, approximately 200 feet behind the Commerce Blvd. building frontage, is ideal for monopole, antenna, and related equipment. Even though the monopole will be visible from the surrounding area, the area is comprised of mostly industrial type uses with the nearest residential use, Mountain Shadows Apartments at 160 Golf Course Drive, located approximately 850 feet from the subject site (see Figure 4). Page 4 The applicant submitted an Environmental Noise Analysis conducted by Bollard Acoustical Consultant's, Inc. which provided an analysis of noise emissions from the new wireless facility equipment (see Exhibit C). Based on the equipment noise level data and analyses presented in the document, project -related equipment noise exposure are in compliance with the applicable Rohnert Park Municipal Code noise exposure criteria at the nearest industrial property lines. As a result, no additional noise mitigation measures would be warranted for this project. The applicant also submitted an FCC RF Compliance Assessment and Report. The report is dated October 2, 2017 (see Exhibit D) and was prepared by Hammett and Edison, Inc. The results of the report are as follows: • For a person anywhere at ground, the maximum RF exposure level due to the proposed Verizon operation by itself is calculated to be 0.0050 mW/cm2, which is 0.75% of the applicable public exposure limit. • The maximum calculated cumulative level at ground, for the simultaneous operation of both carriers, is 4.2% of the public exposure limit. • The maximum calculated cumulative level at the nearby building is 20% of the public limit. • It should be noted that these results include several "worst-case" assumptions and therefore are expected to overstate actual power density levels. There are no residential areas within 850 feet of the site. Environmental Determination The project has been analyzed for compliance with the requirements of the California Environmental Quality Act (CEQA) and found to be categorically exempt as a Class 3 Exemption under Section 15303: New Construction. No further action is required pertaining to environmental review. F indinp,s The recommended findings to approve the Conditional Use Permit for the modifications to the antenna are included in the attached resolution. Public Notification This item has been duly noticed by publication in the Community Voice for the Conditional Use Permit and posted at the prescribed locations in Rohnert Park. Property owners within 300 feet of the project were mailed notices of the proposed application. Staff Recommendation Based on the analysis and findings of this report and the attached resolution, Staff recommends that the Planning Commission, by motion, adopt Resolution No. 2018-28 approving a Conditional Use Permit to allow mobile phone antenna and related electronic support equipment subject to the findings and conditions of approval. Page 5 Attachments: APPROVALS: W 1. Resolution 2018-28 Approving a Conditional Use Permit for a new Verizon Wireless Telecommunications Tower located at 5210 Commerce Boulevard (APN 143-021-014) File No. PLSR18-0002 Exhibit A - Project Plan Set Exhibit B - Photo Simulations Exhibit C - Noise Study Exhibit D - FCC RF Compliance Report ng Consultant Planning Manager Page 6 Sly fr018 Date q )-0 r rr Date PLANNING COMMISSION RESOLUTION NO. 2018-28 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF ROHNERT PARK, CALIFORNIA, APPROVING A CONDITIONAL USE PERMIT FOR A WIRELESS ANTENNA STRUCTURE AND AN ENCLOSURE FOR SUPPORTING ELECTRONIC EQUIPMENT (Matthew Moore for GTE Mobilnet of California LP Verizon Wireless) WHEREAS, the applicant, Matthew Moore representing Verizon Wireless, filed Planning Application No. PLUP 18-0002 for approval of a Conditional Use Permit to allow the construction of a cellular antenna and an enclosure for supportive electronic equipment located at 5210 Commerce Boulevard (APN 143-021-014), in accordance with the City of Rohnert Park Municipal Code; WHEREAS, Planning Application No. PLUP18-0002 was processed in the time and manner prescribed by State and local law; WHEREAS, public hearing notices were mailed to all property owners within a 300 foot radius of the subject property and to all agencies and interested parties as required by California State Planning Law, and a public hearing notice was published in the Community Voice for a minimum of 10 days prior to the first public hearing; WHEREAS, on May 10, 2018 the Planning Commission reviewed Planning Application No. PLUP18-0002 during a scheduled public meeting at which time interested persons had an opportunity to testify either in support of or opposition to the project; and WHEREAS, at the May 10, 2018 Planning Commission meeting, upon hearing and considering all testimony and arguments, if any, of all persons desiring to be heard, the Commission considered all the facts relating to Planning Application No. PLUP 18-0002; NOW, THEREFORE, THE PLANNING COMMISSION OF THE CITY OF ROHNERT PARK DOES RESOLVE, DETERMINE AND ORDER AS FOLLOWS: Section 1. That the above recitations are true and correct. Section 2. Factors considered. The Planning Commission, in approving Planning Application No. PLUP 18-0002, makes the following factors, to wit: A. That the proposed location of the conditional use is in accord with the objectives of the zoning ordinance and the purposes of the district in which the site is located. Criteria Satisfied. The subject parcel is located in an area primarily made up of industrial type uses. The placement of the new wireless monopole facility is in compliance with all pertinent Rohnert Park height and setback requirements in the Industrial/Commercial Overlay Zoning District and with Rohnert Park Municipal Code Section 17.07 F: Communication Facilities standards. The Communications Facilities Ordinance of the Zoning Ordinance seeks to ensure that telecommunications facilities are sited in areas that can be "screened by existing development, topography, or vegetation to the extent feasible." The new 64 -foot wireless facility will be minimally visible from the immediate adjacent industrial properties surrounding the project site and would not be visible at all from the nearest residential use. Even though the monopole will be visible from the surrounding area, the area is comprised of mostly industrial type uses with the nearest residential use located approximately 850 feet from the subject site. Section 17.07 F: Communication Facilities standards requires that towers and antennas be setback from the public street at a ratio of two horizontal feet for every one foot in height and shall not be readily visible to the nearest residentially zoned property. The monopole will be at a height of 65 feet and setback from Commerce Blvd. approximately 200 feet. The nearest residence is approximately 850 feet from the location of the wireless facility and would be screened from residential neighborhoods by intervening industrial buildings, landscaping and overall distance from the proposed wireless facility. B. That the proposed location of the conditional use and the conditions under which it would be operated or maintained will not be detrimental to the public health, safety, or welfare, or materially injurious to properties or improvements in the vicinity. Criteria Satisfied. The wireless facility will be setback from Commerce Blvd. approximately 200 feet, behind an existing industrial building, not readily accessible to the general public. The wireless facility would be screened from residential neighborhoods by intervening industrial buildings, landscaping and overall distance from the proposed wireless facility. C. That the proposed conditional use will comply with each of the applicable provisions of this Title. Criteria Satisfied. The project, with Staff -recommended conditions, would be in keeping with the City's Communications Facility Ordinance, in that visibility of the facility would be effectively screened in the manner required by the Ordinance. Section 3. Environmental Clearance. The project is categorically exempt from the California Environmental Quality Act, Article 19, 15303 New Construction projects, Class 3. NOW THEREFORE BE IT RESOLVED, that the Planning Commission does hereby approve Planning Application No. PLUP18-0002 subject to the following conditions: 1. The Conditional Use Permit approval shall expire one year from the Planning Commission approval date, unless prior to the expiration a building permit is issued and construction is commenced and diligently pursued toward completion and the use is initiated, or an extension is requested and approved. 2. The facility shall comply with any and all applicable provisions of the Rohnert Park Municipal Code and any state or federal agency including, but not limited to, the Federal Communications Commission (FCC) and the Federal Aviation Administration (FAA). 3. Certification must be provided that the proposed facility will at all times comply with all applicable health requirements and standards pertaining to electromagnetic and/or radio frequency radiation. 4. The applicant shall obtain all necessary permits and clearances from the Rohnert Park Building and Public Safety Departments for the project. 5. The project is approved as shown in Exhibits A through D, except as conditioned or modified below. 6. The name of a contact person for site access shall be provided on signage attached to the access gate to the enclosure and remain clearly visible. 7. At any time that part of the proposed antennas, shelters, or wiring enter into a state of non-use, the burden of removing any and all non -used equipment shall remain on the applicant. 8. The gate to the equipment shelter shall remain locked at all times. 9. A fire extinguisher shall be installed as prescribed by California Fire Code standards and be in a cabinet on the outside of the building. 10. The site shall be maintained in a weed free, litter free condition at all times. 11. There shall be no barbed or razor wire on the fence enclosure. 12. Prior to the issuance of an Antenna -Telecom Facility/Cellular/Mobile Phone Building Permit, a landscape and building maintenance plan for the exterior of the property shall be submitted for review and approval by the Development Services Department. The landscape and building maintenance plan shall address the following: • Provide low lying shrubs and vegetation landscaping along the front setback, where feasible. Address existing blight by removing any graffiti from building, removing peeling paint from roof and re -painting and making any other necessary repairs to the building. • Demonstrate how that the property will be maintained (primary building, entire site and tower area) by providing a schedule of maintenance activities. BE IT FURTHER RESOLVED that said action shall not be deemed final until the appeal period has expired and that the appeal period shall be 10 working days from the date of said action. No building permits shall be issued until the appeal period has expired. DULY AND REGULARLY ADOPTED on this 10th day of May, 2018 by the City of Rohnert Park Planning Commission by the following vote: ADAMS Attest: AYES: NOES: BLANQUIE _ BORBA ABSENT: GIUDICE ABSTAIN: HAYDON Susan Adams, Chairperson, Rohnert Park Planning Commission Susan Azevedo, Recording Secretary ZD DRAWING SIGN -OFF EXHIBIT DATE: TIME: % CWC -PLEASE RETURN BY: ■ wtx«r�E SIGNATURE DATE SITE ACQUISITION: PLANNING: verizon CONSTRUCTION: MANAGEMENT: II 2785 Mitchell Drive, Walnut Creek, CA 94598 ve• izon. SIGNATURE DATE CONSTRUCTION: REAL ESTATE: RF ENGINEER: EQUIPMENT ENGINEER: MW ENG./TRANSPORT: OTHER (IF APPLICABLE) SIGNATURE DATE HWY 101 GOLF COURSE 5210 COMMERCE BLVD. ROHNERT PARK, CA 94928 APN. 143-021-014 LOCATION #: 296584 CROWN CASTLE SITE #827751 CROWN CASTLE SITE NAME: WILFRED -Otlr COURT OR1 ve as UTILTIY LT.. e PROJECT SITE S2 CASCADE CT W u s 0 TRANSPORT AVE. +� .✓ L OCA -r, D I R E C T 1 0 N S 1. HEAD NORTHEAST ON MITCHELL DR TOWARD OAK GROVE RD. 2. TURN LEFT ONTO OAK GROVE RD. 3. TURN LEFT ONTO DAVID AVE. 4. TURN RIGHT ONTO MOHR LN. 5. TURN LEFT ONTO MONUMENT BLVD. 6. MERGE ONTO 1-680 N TOWARD SACRAMENTO/MARTINEZ. 7. STAY ON 1-680 N. B. TAKE EXIT 58A FOR INTERSTATE 780 TOWARD BENICIA/VALLEJO. 9.CONTINUE ONTO 1-780 W 10.TAKE EXIT 1B TOWARD SACRAMENTO. 11. MERGE ONTO 1-80 E. 12. TAKE EXIT 33 FOR CA -37 TOWARD NAPA. 13. CONTINUE ONTO CA -37 W. 14. TURN RIGHT ONTO LAKEVILLE RD. 15. TURN RIGHT TO MERGE ONTO US -101 N. 16, MERGE ONTO US -101 N. 17. TAKE EXIT 484A TOWARD WILFRED AVE 18. TURN RIGHT ONTO COMMERCE BLVD. 19. DESTINATION WILL BE ON THE LEFT. 4 I N D E X O F D R A W I N G S 1. T1.1 TITLE SHEET, LOCATION PLAN, PROJECT DATA 2. C-1 CIVIL SURVEY SHEET 3. AlA OVERALL SITE PLAN 4. A2 1 EQUIPMENT LAYOUT PLAN 5. A2 2 ANTENNA LAYOUT PLAN 6. A3.1 PROJECT ELEVATIONS JAN 2 5 2018 CITY OF ROHNERT PARK PROJECT DIRECTORY APPLICANT- PROPERTY OWN,7R; VERIZON WIRELESS CROWN CASTLE 2785 MITCHELL DRIVE 4301 HACIENDA DRIVE, #410 WALNUT CREEK, CA 94598 PLEASANTON, CA 94588 925-737-1007 ARCHITECT CONSTRUCTION MANAGER; MANUEL S. TSIHLAS RICH JOHNSON MST ARCHITECTS, INC. COMPLETE WIRELESS CONSULTING, INC. 1520 RIVER PARK DRIVE 2009 V STREET SACRAMENTO, CA 95815 SACRAMENTO, CA 95818 916-567-9630 916-216-0894 manuel®mstorchilects.com rjohnson®completewireless.nel P R O J E C T S U M M A R Y ASSESSOR'S PARCEL NUMBER 143-021-014 JURISDICTION: CITY OF ROHNERT PARK OCCUPANCY: S-2 (UNMANNED TELECOMMUNICATIONS FACILITY) U (TOWER) TYPE OF CONSTRUCTION: V -B ZONING, INDUSTRIAL (I -L) C 0 D E C O M P L I A N C E ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: 2016 CALIFORNIA BUILDING STANDARDS CODE, TITLE 24, CALIFORNIA CODE OF REGULATIONS EFFECTIVE JANUARY 1, 2017 PART 1CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE PART 2 CALIFORNIA BUILDING CODE PART 2.5 CALIFORNIA RESIDENTIAL BUILDING CODE PART 3 CALIFORNIA ELECTRICAL CODE PART 4 CALIFORNIA MECHANICAL CODE PART 5 CALIFORNIA PLUMBING CODE PART 6 CALIFORNIA ENERGY CODE PART B CALIFORNIA HISTORICAL BUILDING CODE PART 9 CALIFORNIA FIRE CODE PART 10 CALIFORNIA EXISTING BUILDING CODE PART 11 CALIFORNIA GREEN BUILDING STANDARDS CODE PART 12 CALIFORNIA REFERENCE STANDARDS CODE LOCAL COUNTY OR CITY ORDINANCES ACCESSIBILITY REOUIREVENT: THIS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. ACCESSIBILITY NOT REQUIRED IN ACCORDANCE WITH THE 2016 CBC 118-203.5, AND 11B-202.4 EXCEPTION 7. P R O J E C T D E S C R I P T 1 0 N PROPOSED VERIZON WIRELESS UNMANNED TELECOMMUNICATIONS FACILITY INCLUDING: - A 14'-0"x20'-0" LEASE AREA. - OUTDOOR EQUIPMENT CABINETS. - POWER, TELCO & FIBER UTILITIES BROUGHT TO FACILITY FROM EXISTING AT&T BUILDING - A CABLE ICE BRIDGE. - REMOVE EXISTING CCI MONOPOLE AND RELOCATE EXISTING ANTENNAS W/ASSOCIATED TOWER MOUNTED EQUIPMENT TO PROPOSED VERIZON WIRELESS MONOPOLE - VERIZON WIRELESS ANTENNAS W/ASSOCIATED TOWER MOUNTED EQUIPMENT MOUNTED ON A PROPOSED MONOPOLE. I PROJECT MILESTONES II 03/08/2017 90% ZONING DOCUMENTS 07/27/2017 100% ZONING DOCUMENTS 09/12/2017 100% ZONING DOCUMENTS REVISION 1 11/28/2017 100% ZONING DOCUMENTS REVISION 2 12/13/2017 100% ZONING DOCUMENTS REVISION 3 XX/XX/XXXX 90% CONSTRUCTION DOCUMENTS XX/XX/XXXX 100% CONSTRUCTION DOCUMENTS Q Q O 00 U N W W 7 V) pQ Ck: J rn W JWP 53�aa CL �vw Z �= O L0 it Q U O J a W W_ f/] L J H Rerisians; Q b E Le mo Job Na. ISassn T11.1 PROPOSED LESSEE 6.0' ACCESS & UTILITY EASEMENT Hwy 101 Gat( Course Loss Arco DeaCriplion All those cartoin least eraos b4ing o portion of that certain parcel OF Panel delineated an that cerle,n plot filed In Book 259 of Surveys. Pogo 39 Ofhclel Recwds of Sonoma County, Colffornte bang more pwlicaloNy de-rioed os follows; Equlpmant Lease Area Cwnmencing Ol the Northhaal 'MAH of the afar,manlianed porcel of land; then.. oloog the Northern brwndary thereof North 69'53'00` Eosl, 18147 feet; lhance South 0107'60' Eaat, 60-90 feelto the True Point of Beginning: thence fru- Said paint o1 boonning Srwlh 00'04'12• East. 20.00 teat; thence North 89'55'46- Coal, 14,00 feel; then.. 5"Ih 00'0412' Wetlt, 20.00 fret thence South 6911848' West 14;00 feet to the point of beginning. Together .4h on aaaement far Ingres,,.. egress and uVifty purposes, twenty feel In width, the tehtorf'rne of wh,Ch IS described os f09ows: &+ginning at a point whkh boars SOUTH 06.04'12" East 9.00 feel ted Nerlh 8955'48" Eoct 10.00 feet from the Southeoat carnet of the above describes too" area; thence from said point of beginning North DO'D412` We.[ 71.86 last;thea ee Sosilh S9'5.YW %&1, 210.7 feel more or laps to the pubfk rignt of woy. Alva toggelhar with an eonfAant for ullrRy purpa.-, a* feel An width, Ino centerline of which Is described an follow,: Bogi-inp at a pofnl 04ch dears Nwlh 89'53'00" Eusl 7.18 feet from the Norinwont awns of the above dascribed porcdl of load; thence From stud point of beginning South 11'49'58' West 1&0 feel. Also tagether wilh on easement far utility porpese.. six loel 1n width, being o Portion of Ihol cerloin porde) of land described at 'Parcel. One" In docamenl 1987-62894 OfOalol Records of $enema C—ly, Culifwnla, the canlarlins a1 which Is descrlbad as fdiawe: Beginning at a point whkh bears North 89'53'DO" F.o%1 7.16 feel from in* Southwest corner of the obese desdripad parcei of land; thence from, said paint of b#9wning North 11'49'56' East 13.5 fret 0 BOX BOX APN 743-030-079 DATE OF' SURVEY, 07-16--17 SURVEYED BY OR UNDER OLN£CT,ON OR KENNETH D. GEIL, RCE 14503 LOCATED IN THE COUNTY OF S[NJOMA. STATE OF CALG'gRNIA. CONTRACTOR 19 RESPONSIBLE TO VERIFY LEASE AREA PF40R 10 CONSTRUCTION. BEARINGS SHOWN ARE BASCO UPON MONUMENTS POUND AND RECORD INFORMATION. THIS IS NOT A DLWNDARY SURVEY. ELEVATIONS SHOWN ON THIS PLAN ARE DASD UPON U.S.G.S. N.A.V.D. 88 DATUM ABOVE MEAN SEA LEVEL UNLESS OTHERWISE NOTED, M.6V0. 1929 CORRECTION: SUBTRACT 277' FROM ELEVATIONS SHOWN FEMA FIRM FLOW ZONE_ `X' PER 06097CO671C. DATED 12-02-2006 £ONTDUR INTERVAL; H.A ASSESSOR'S PARCEL NUMBER: 143-0211-044 L.ANDLORD($).- CROWN CASTLE 4301 HACIENDA DRIVE #410 PLEASANTON, CA 9458E Project Name: Hwy 101 Goll Course 1`10041 $114 Lueolfon: 5210 Cammert4 Blvd. Rohewt Park, CA 94928 Sonoma County Dole of Opseevtfiom 07-18-17 Equipm4nt/Proceaure Used to Obtain Coerdeteles: Trimble CtOXT post pracess.d with Pathfinder Office sofLware- Tlpe of Antenna Movnt: Proposed MonoAelo Coord;nates: Lotilude: N 38'21"35.01'(MAD03) N 38'21.36.32" (NAD27) Longitude: W 122'42'42.31" (NA083) W 12242'38.35' (NAD27) ELEVATION of Ground at Slruelure (NAVDBH) 99.3' AMSL NIs ROHNERT PARK, CA (VICINITY MAI THESE ORAMNGS AND/pt THE ACCOMPANYING 41PEWCATION AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF CELL ENOINEERVNG AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE AND CARRIER FOR WHICH TNEY ARE PREPARED, REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM MIL ENGINEERING. TITLE TO THESE PLANS AND/OR- SPECIFICATIONS SHALL REMAIN WITH £CIL ENGINEERING WITHOUT PREwDrCE AND VISUAL CONTACT WITH THEM SHALL CUNSTIIUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF TKSE RESTRICTIONS. BOUNDARY SHOWN l5 BASED ON MONUMENTATIOM FOUND AND RECORD INFORMATION. THIS 15 NOT A BOUNDARY SURVEY, TtuS IS A SPECIALIZED TOPOGRAPHIC MAP WITH PROPERTY LINES AND EASEMENTS BEING A GRAPHIC OCPICTION BAS[D ON IRaORMATION GATHERED PROM VARIOUS SOURCES OF RECORD AND AVAILABUC MONUMENtA11ON FOUND OURING THE FIEI•D SURVEY. NO EAST'M[NTS WERE RESEARCHED OR PLOTTER, PROPERTY LINES AND LINES OF TITLE WERE NOT INVESTIGATED NOR SURVEYED, ND PROPCRTY MONUMENTS WERE SCT, APN 143-030-021 i.7r DROP INLET — — — — — — -'— —1�.. yCMANHOLE DROP INLET )3173' DROP INLET . PROPOSED LESSEE ACCESS &UTILITY EASEMENT NT M ELECTRIC METER PROPOSED LESSEE 20.0' PROPOSED VERIZON 16RELESS 20' x 14' LEASE AREA r ACCESS &UTILITY EASEMENT 100.6 i TRANSFORMER s48.9' � I BLDG. ROOF 1 EL: 115.8' APN 149— 21-014LADDER EL: 119.0' [o Y13,6' PROPOSED 9.0' ' 14:0' GROWN CASTLE COOROIN}}tVTE POINT/ LEASE AREA ADD LAND PROPOSED NEW TOWER 99.2' GROUND BOK BOLLARD (TVP.) BO% ) GROUND (TYP APPROX. LOCATION 14.0' --11 x894 10.0' CROWN CASTLE LEASE AREA (C) 34.0MONOPOLE 1 APN 143-021-013 0 N Lo o DDD! NES Sheet SCALE 1" = 20' I. — i�ii=sl C-1 OVERALL PROJECT AREA f � r EXISTING UNDERGROUND I TRANSFORMER ' EXISTING ELECTRICAL BOX I IEXISTING TELCO BOX EXISTING CATV 1 EXISTING t DROP INLET li Lr EXISTING CONCRETE DRIVEWAY P A EXISTING 25'-0" WIDE ASPHALT ACCESS ROAD EXISTING 20'-0" WIDE CHAIN ! LINK GATE WITH BARBED WIRE EXISTING SIDEWALK P APN: 143-021-014 w w J m O U r P 1 P P P P P APN: 143-021-013 EXISTING TREES EXISTING LANDSCAPING TO REMAIN TO REMAIN EXISTING EXISTING PROPOSED VERIZON WIRELESS DROP INLET MANHOLE .� 20'-0" WIDE ACCESS AND UTILITY EASEMENT EXISTING TREES TO REMAIN —10 EXISTING BUILDING CANOPY OVER ACCESS DOOR EXISTING PARKING SPACES PROPOSED VERIZON WIRELESS 14'-0"x20'-0" EQUIPMENT LEASE AREA PROPOSED 14'-0"x9'-0" CROWN CASTLE LEASE AREA/ADD—LAND 1 SEE EQUIPMENT A2 LAYOUT PLAN EXISTING CROWN CASTLE 14'-0"X10'-0" EQUIPMENT LEASE AREA. REMOVED EXISTING CCI MONOPOLE AND RELOCATE EXISTING ANTENNAS W/ASSOCIATED TOWER MOUNTED EQUIPMENT TO PROPOSED VERIZON WIRELESS MONOPOLE EXISTING GENERATOR ON TRAILER BED TO REMAIN AT&T TO PROVIDE FIBER FROM EXISTING FTP BOX MOUNTED ON WALL OF BUILDING 0' S' 25" 50' 1 " = 20.0' EXISTING DROP INLET PROPERTY LINE EXISTING CHAIN LINK FENCE WITH BARBED WIRE EXISTING STORAGE UNITS TO REMAIN SITE PLAN ao C-4 W QQ (7, C J C) M a 5 W LLJ a w H O V WCN N O = J J I Lr) m �Q W 0 D Revisions: 6 d File:1621977 All e Drown BX: m Checked B : m Scale: AS NOTED Date: 17/17/17 Job NO. 167.977 AM EXISTING ROOF EXISTING ROOF ACCESS VENT, TYP. LADDER TO BE RELOCATED O O O PROPOSED ROOF WALKING PADS TO NEW LADDER LOCATION /, O O O O EXISTING ROOF WALKING PADS, TYP. O O O O EXISTING HVAC EQUIPMENT O O EXISTINGO EXISTING ROOF PARAPET s`� bjrwmr EXISTING TREES TO REMAIN —10 EXISTING BUILDING CANOPY OVER ACCESS DOOR EXISTING PARKING SPACES PROPOSED VERIZON WIRELESS 14'-0"x20'-0" EQUIPMENT LEASE AREA PROPOSED 14'-0"x9'-0" CROWN CASTLE LEASE AREA/ADD—LAND 1 SEE EQUIPMENT A2 LAYOUT PLAN EXISTING CROWN CASTLE 14'-0"X10'-0" EQUIPMENT LEASE AREA. REMOVED EXISTING CCI MONOPOLE AND RELOCATE EXISTING ANTENNAS W/ASSOCIATED TOWER MOUNTED EQUIPMENT TO PROPOSED VERIZON WIRELESS MONOPOLE EXISTING GENERATOR ON TRAILER BED TO REMAIN AT&T TO PROVIDE FIBER FROM EXISTING FTP BOX MOUNTED ON WALL OF BUILDING 0' S' 25" 50' 1 " = 20.0' EXISTING DROP INLET PROPERTY LINE EXISTING CHAIN LINK FENCE WITH BARBED WIRE EXISTING STORAGE UNITS TO REMAIN SITE PLAN ao C-4 W QQ (7, C J C) M a 5 W LLJ a w H O V WCN N O = J J I Lr) m �Q W 0 D Revisions: 6 d File:1621977 All e Drown BX: m Checked B : m Scale: AS NOTED Date: 17/17/17 Job NO. 167.977 AM 0 b N PROPOSED VERIZON WIRELESS PORTABLE FIRE EXTINGUISHER ON UTILITY H -FRAME. INSTALL IN WEATHERPROOF CABINET & LABEL. THE EXTINGUISHER SHALL BE RATED 4A:8OB:C OR AS REQUIRED BY LOCAL FIRE AUTHORITY PROPOSED VERIZON WIRELESS TELCO BOX PROPOSED UTILITY BOXES MOUNTED TO UNISTRUT ON BUILDING EXTERIOR AT&T TO PROVIDE HOUSE POWER FROM BUILDING MAIN AND GEN BACKUP, PROPOSED VERIZON WIRELESS POWER PROPOSED VERIZON WIRELESS 200A SERVICE DISCONNECT (2) PROPOSED VERIZON WIRELESS HOODED & DOWNTILTED SECURITY LIGHTS PROPOSED VERIZON WIRELESS INTERSECT PANEL 1 W EXISTING ROOF WALKING PADS EXISTING ROOF ACCESS LADDER WITH m g^ SECURITY DOOR TO BE RELOCATED 12'-0"x1B'-0" CONCRETE EQUIPMENT SLAB f (2) PROPOSED VERIZON WIRELESS HOODED & w DOWNTILTED SECURITY LIGHTS w a PROPOSED VERIZON WIRELESS SURGE 14'-0"x20'-0" EQUIPMENT LEASE AREAz PROTECTOR MOUNTED TO ICE BRIDGE (2) PROPOSED VERIZON W WIRELESS GPS ANTENNAS PROPOSED VERIZON WIRELESS ICE BRIDGE of L," PROPOSED VERIZON WIRELESS FIBER FROM EXISTING FTP BOX MOUNTED ON WALL OF BUILDING EDGE OF EXISTING BUILDING EDGE OF EXISTING PARAPET 14'-0" PROPOSED VERIZON WIRELESS EQUIPMENT LEASE AREA 12'-0' EQUIPMENT SLAB CHARLES BATTERY CABINET RELOCATED ACCESS LADDER PROPOSED ROOF WALKING PADS TO NEW LADDER LOCATION 5'-0' 48V LES POWER PLANT 5'-0' CHARLES MISC. CABINET z a_ PROPOSED VERIZON WIRELESS m g^ w 12'-0"x1B'-0" CONCRETE EQUIPMENT SLAB f Z w L PROPOSED VERIZON WIRELESS w a w m g 14'-0"x20'-0" EQUIPMENT LEASE AREAz W 0 o i of L," PROPOSED VERIZON WIRELESS ^a w OUTDOOR EQUIPMENT CABINETS o m z 1PROPOSED VERIZON WIRELESS 6'-0" TALL CHAIN a. o LINK FENCE W/BOLLARD-SME POSTS, BARBED WIRE, GRAY SLATS & (2) 4'-0" WIDE ACCESS GATES PROPOSED 14'-0"x9'-0" CROWN CASTLE LEASE AREA/ADD-LAND I , SEE ANTENNA LAYOUT PLAN PROPOSED VERIZON WIRELESS MONOPOLE EXISTING GROUND BOX f TO REMAIN EXISTING T -MOBILE BOLLARD TO BE REMOVED EXISTING T -MOBILE EQUIPMENT SLAB EXISTING T -MOBILE BOLLARDS 7'-0" TOWER CENTERLINE 7'-0" TOWER CENTERLINE 14'-0' PROPOSED CROWN CASTLE LEASE AREA/ADD-LAND 0' 1' 5' 10' �..-� 112" = 1'-0" IMENT LAYOUT PLAN 112- - i' -G - Go N LLJ � z J QQ L) CL W U WanQ (CID, d O s�W g 04 O z Lr) ix W a 0 © W N Rev+slons: d L LS File:i67.i977 JTId Drawn 8 Checked B : m Scale: As boTEo Dole: i714 n .Job No. Ia77 w _ -- Alai PROPOSED VERIZON WIRELESS 14' -0"x20' -O" LEASE AREA ! PROPOSED CROWN CASTLE Q' ].0 f 14'-0"x9'-0" LEASE AREA O � p Q PROPOSED VERIZON WIRELESS ANTENNAS 0 N' ❑ I PROPOSED VERIZON WIRELESS RRH UNITS PROPOSED VERIZON WIRELESS SURGE PROTECTORS rn 4 -- qx 0' 1' 5' 10' fi I N� 1 ANTENNA LAYOUT PLAN 1/2" = 1'-0" A2.2 SCALE: 1/2' - V-0" TOWER MOUNTED EQUIPMENT SCHEDULE (PRELIMINARY & SUBJECT TO CHANGE) qunnrlTY EQUIPMENT DESCRIPTION TOTAL SECTOR A SECTOR B SECTOR C ANTENNA SBNHH-1D65B OR EQUIVALENT 3 3 3 9 RH / RADIO RUS32 OR EQUIVALENT 2 2 2 6 RH / RADIO RRUS11 W/A2 OR EQUIVALENT W g o = Z Z W F Z Q w Rchsiarts: a n n Filea67. ig77 Drawn By: xv Checked B : m Scale: AS NOTED 1 1 1 3 SURGE PROTECTOR/HYBRID RAYCAP DC3315 /HYBRID TRUNK CABLE 2/2 2/2 PROPOSED VERIZON WIRELESS 14' -0"x20' -O" LEASE AREA ! PROPOSED CROWN CASTLE Q' ].0 f 14'-0"x9'-0" LEASE AREA O � p Q PROPOSED VERIZON WIRELESS ANTENNAS 0 N' ❑ I PROPOSED VERIZON WIRELESS RRH UNITS PROPOSED VERIZON WIRELESS SURGE PROTECTORS rn 4 -- qx 0' 1' 5' 10' fi I N� 1 ANTENNA LAYOUT PLAN 1/2" = 1'-0" A2.2 SCALE: 1/2' - V-0" TOWER MOUNTED EQUIPMENT SCHEDULE (PRELIMINARY & SUBJECT TO CHANGE) qunnrlTY EQUIPMENT DESCRIPTION TOTAL SECTOR A SECTOR B SECTOR C ANTENNA SBNHH-1D65B OR EQUIVALENT 3 3 3 9 RH / RADIO RUS32 OR EQUIVALENT 2 2 2 6 RH / RADIO RRUS11 W/A2 OR EQUIVALENT W g o = Z Z W F Z Q w Rchsiarts: a n n Filea67. ig77 Drawn By: xv Checked B : m Scale: AS NOTED EXIS' TRAIT PROPOSED VERIZON WIRELESS UTILITY H -FRAME V " SCALE: 114' _ OF MO_NOPO_ LE J . 64.0' A.G.L RIZON WIRELESS ANTENNA CENTERLII -- - - -'- 60.0' A(;i. 'ROPOSED VERIZON WIRELESS ;E BRIDGE 2) PROPOSED VERIZON WIRELESS ;PS ANTENNAS XISTING ACCESS LADDER WITH ECURITY DOOR TO BE RELOCATED EXISTING ANTENNAS CENTERLINE '--- 32-0' AG.L ROPOSED VERIZON WIRELESS SURGE ROTECTOR MOUNTED TO ICE BRIDGE ROPOSED VERIZON WIRELESS NTDOOR CABINETS 2) PROPOSED VERIZON TIRELESS HOODED k OWNTILTED SECURITY LIGHTS ROPOSED VERIZON WIRELESS 6'-0' 4LL CHAIN LINK BOLLARD -SME =NCE W/BARBED WIRE, GRAY SLATS (2) 4'-0' WIDE ACCESS GATES TOP OF CABINETS 7.5 A.G.L. TOP OF SLAB , �.5' A.G.L. EXISTING GRADE LEVEL 0.0' A.C.L. TED VERIZON WIRELESS 118'-0" CONCRETE ENT SLAB PROPOSED VERIZON WIRELESS PROPOS PROPOS REMOVED MONOPOLE AI EXISTII W/ASSOCIATED TON EQUIPMENT T VERIZON WIRELES PROPOSED VERIZC OUTDOE (2) PROPOS WIRELESS GP! PROPOS WIRELESS SURGE MOUNTED TO PROPOS WIRELESS PROPOSED VERIZO 6'-0" TALL BOLLARD -S' W/BARBED WIRE, GRI (2) 4'-0" WIDE ACI PROPOSED VERIZOI 12'-0"x18'-0' __.._.._._ EQUIPMENT SLAB TT V4" . TOP OF MONOPOLE OL 64.0' A.G.L. IIZON WIRELESS ANTENNA CENTERLINE -� 60.O' AG,L EXISTING ANTENNAS CENTERLINE OIL —�— 32'-0" AG.L. ao CV W ' Q O-' J 01 UmC Z w O U CSW � ma w O U W W O = cli Lo ex U W O N EXISTING ACCESS LADDER WITH SECURITY DOOR TO BE RELOCATED F x N EXISTING PARAPET EDGE OF EXISTING BUILDING TOP OF CABIRETS 7.5' A.G.L. Revisions: A TOP OF SLAB b 5' A.G.L, d EXISTING GRADE LEVEL 0.0' A.C.L. File:l67-I§77x11. Drown By: m4 Checked 8 : ISI Scnta: A4 mon Data: 17/la/I7 Job N9, 167.1977 .All Exisdng monopole to be removed _ c 3• 770 1 ML _ 777***�4 ��-4,sr-,��.. -.r �'��-'fit" _i r -�� ��� _ - - •b.. .. - kE,xi S-trftq- -- - Proposed replacement monopole - 4 rte. : •'At'-� '=- } � - - - - - 77OW of., Law- - - wjilo p ofte Existing antennas to be moved to new pale. Top of antennas at 40 ft, to be lowered to 32 ft centerline. Existing pole to be removed Existing ladder to be moved further down the wall Proposed Verizon antennas on new monopole. 6 ft standoffs with 12 ft crossarms { Proposed relocated and lowered antennas t r r - ;r�i Existing monopole to be removed VII MI L y� _ ^.�%r'' ,mss• •.� -91 , � . _ ..�.�-moi �sa�. • - � _ ` - __ •t �+..�'�` 'vim"': r` -- _ ��y:o..v.- - -> Exit"#i ng :_ .._°` tt • Proposed replacement monopole IMI ,y+ b ' ,Prciposed - _ ,r . s :y 3r Existing monopole to be y ,. S n Aft„�. _ -�m.. +� ` - .— - Y� � "FYT�'•i4 � t � . t _ _. E .. _- � � .x ire �+re ys• .or 0. 16 Ext 4iProposed replacement monopole rJlt N t }j 7-7 Y ' ' .. ,�� , ',•,'�. � `,�-�. � '' � ���I . _ .... su. ar.c.. � ' _ ter' sit` � w tE_ - ow Ke TZ EXHIBIT C Environmental Noise Analysis Hwy 101 Golf Course Cellular Facility Rohnert Park, California BAC Job # 2015-198 Prepared For: Complete Wireless Consulting Attn: Johnathon Helfin 2009 V Street Sacramento, CA 95818 Prepared By: Bollard Acoustical Consultants, Inc. U Paul Bollard, President April 5, 2017 BOLLARD Acoustical Consultants JAN 2 5 2018 CITY OF ROHNERT PARK 3551 Bankhead Road • Loomis, CA 95650 • Phone: (916) 663-0500 • Fax: (916) 663-0501 • BACNOISE.COM Bollard Acoustical Consultants. Inc. Introduction The Hwy 101 Golf Course Verizon Wireless Unmanned Telecommunications Facility Project (project) proposes the relocation of existing antennas to a new monopole, and the installation of outdoor equipment cabinets inside a fenced lease area located at 5210 Commerce Boulevard in Rohnert Park, California. The outdoor equipment cabinets have been identified as primary noise sources associated with the project. Please see Figure 1 for the project site plan. The studied site design is dated March 8, 2017. Bollard Acoustical Consultants, Inc. has been contracted by Complete Wireless Consulting, Inc. to complete an environmental noise assessment regarding the proposed project cellular equipment operations. Specifically, the following addresses daily noise production and exposure associated with operation of the project outdoor equipment cabinets. Please refer to Appendix A for definitions of acoustical terminology used in this report. Appendix B illustrates common noise levels associated with various sources. Criteria for Acceptable Noise Exposure Rohnert Park Municipal Code Chapter 9.44 of the Rohnert Park Municipal Code provides noise level criteria applicable to this project. The municipal code assumes a base ambient noise level, depending on the zoning of the receiving land use, from which noise levels can be compared. Section 9.44.040 is reproduced below as Table 1. Zone Table 1 Ambient Base Noise Level Criteria Rohnert Park Municipal Code Time Base Ambient Sound Level (dBA) 45 40 55 50 55 55 60 70 75 Environmental Noise Analysis Hwy 101 Golf Course Cellular Facility Rohnert Park, California Page 1 R1 and R2 10 p.m. to 7 a.m, R1 and R2 7 p.m. to 10 p.m. R1 and R2 7 a.m. to 7 p.m. R3 and R4 10 p.m. to 7 a.m. R3 and R4 7 a.m. to 10 p.m. Commercial 10 p.m. to 7 a.m. Commercial 7 a.m. to 10 p.m. Limited Industrial Anytime General Industrial Anytime Source: Rohnert Park Municipal Code, Chapter 9.44 Noise, Section 9.44.040 45 40 55 50 55 55 60 70 75 Environmental Noise Analysis Hwy 101 Golf Course Cellular Facility Rohnert Park, California Page 1 / \ P!LL k 'L% U ° ca | \I (Ln � ® } � 0 Q y2 . b / k ED\( \ƒ\\\ \ )\ (\, ( TI m { 3 feetrL . .s fot�y § ) / o o 0 5) Ln` o§§§o quo ( o e> _ \ \/\La\ \ $ 4 o IN §E, !m, ]. I ; , ! ~ D ° ° k E a. CL 'Jnen,Ji7o / L 2 a @ � @(7 `R !■ » k \ \ m / [ o ) ■[ § 2!s 5 2( § o C (L (L a � Bollard Acoustical Consultants, Inc. Section 9.44.110 states that the exterior noise level of machinery and equipment shall not cause the noise level at the property line of any property to exceed the ambient base noise level by more than 5 dB. For this project, the adjacent land uses are zoned Industrial (I -Q. After application of the 5 dB increase to the ambient base noise levels presented in Table 1, the resulting noise level standard at the property lines of the nearest industrial (limited) land uses is 75 dBA (anytime). Project Noise Generation The project proposes the installation of three equipment cabinets within the lease area illustrated on Figure 1. Specifically, the cabinets assumed for the project are as follows: two Charles Industries 48V Power Plants and one miscellaneous cabinet cooled by a McLean Model T-20 air conditioner. The cabinets and their respective reference noise levels are provided in Table 2. The manufacturer's noise level data specification sheets for the proposed equipment cabinets are provided as Appendix C. Table 2 Reference Noise Level Data of Proposed Equipment Cabinets Number of Reference Noise Reference Distance, Equipment Cabinets Level, dB feet Charles Industries 48V Power Plant 2 60 5 McLean T-20 1 66 5 Notes: Manufacturer specification sheets provided as Appendix C. Predicted Facility Noise Levels at Nearest Industrial Property Lines As mentioned previously, the adjacent land uses are zoned Industrial (I -Q. As indicted in Figure 1, the project equipment maintains a separation of 65-87 feet from the nearest industrial property lines. Assuming standard spherical spreading loss (-6 dB per doubling of distance), project -equipment noise exposure at the nearest industrial property lines was calculated and the results of those calculations are presented in Table 3. Environmental Noise Analysis Hwy 101 Golf Course Cellular Facility Rohnert Park, California Page 3 Bollard Acoustical Consultants, Inc. Table 3 Project -Related Noise Exposure at Nearest Industrial Property Lines Hwy 101 Golf Course Verizon Wireless Telecommunications Facility Project APN Distance from Cellular Equipment (feet)2 Predicted Cabinet Noise Levels, (dBA) 143-021-013 65 45 143-030-019 70 45 143-030-006 87 43 Notes: 1 Property lines and distances are shown on Figure 1. 2 Distances were scaled from the project equipment to the nearest industrial property lines. As shown in Table 3, the predicted equipment cabinet noise levels of 43-45 dBA at the nearest industrial property lines would satisfy the Rohnert Park Municipal Code 75 dBA noise level standard by a wide margin. As a result, no further consideration of noise mitigation measures would be warranted for this aspect of the project. Conclusions Based on the equipment noise level data and analyses presented above, project -related equipment noise exposure is expected to satisfy the applicable Rohnert Park Municipal Code noise exposure criteria at the nearest industrial property lines. As a result, no additional noise mitigation measures would be warranted for this project. This concludes our environmental noise assessment for the proposed Hwy 101 Golf Course Cellular Facility in Rohnert Park, California. Please contact BAC at (916) 663-0500 or paulb[a),bacnoisc.com with any questions or requests for additional information. Environmental Noise Analysis Hwy 101 Golf Course Cellular Facility Rohnert Park, California Page 4 Appendix A Acoustical Terminology Acoustics The science of sound. Ambient The distinctive acoustical characteristics of a given space consisting of all noise sources Noise audible at that location. In many cases, the term ambient is used to describe an existing or pre -project condition such as the setting in an environmental noise study. Attenuation The reduction of an acoustic signal. A Weighting A frequency -response adjustment of a sound level meter that conditions the output signal to approximate human response. Decibel or dB Fundamental unit of sound, A Bell is defined as the logarithm of the ratio of the sound pressure squared over the reference pressure squared. A Decibel is one-tenth of a Bell. CNEL Community Noise Equivalent Level. Defined as the 24-hour average noise level with noise occurring during evening hours (7 - 10 p.m.) weighted by a factor of three and nighttime hours weighted by a factor of 10 prior to averaging. Frequency The measure of the rapidity of alterations of a periodic signal, expressed in cycles per second or hertz. Ldn Day/Night A\erage Sound Level. Similar to CNEL but with no evening weighting. Leq Equivalent or energy -averaged sound level. Lmax The highest root -mean -square (RMS) sound level measured over a given period of time. Loudness A sut ective term for the sensation of the magnitude of sound. Masking The amount (or the process) by which the threshold of audibility is for one sound is raised by the presence of another (masking) sound. Noise Urmonted sound. Peak Noise The level corresponding to the highest (not RMS) sound pressure measured over a given period of time. This term is often confused with the Maximum level, which is the highest RMS level. RT® The time it takes reverberant sound to decay by 60 dB once the source has been removed, Sabin The unit of sound absorption. One square foot of material absorbing 100% of incident sound has an absorption of 1 sabin. SEL A rating, in decibels, of a discrete event, such as an aircraft flyover or train passby, that compresses the total sound energy of the event into a 1-s time period. Threshold The lowest sound that can be perceived by the human auditory system, generally of Hearing considered to be 0 dB for persons with perfect hearing. Threshold Approximately 120 dB above the threshold of hearing. of Pain _ BOLLARD Acoustical Consultants Appendix B 11 Typical A -Weighted Sound Levels of Common Noise Sources Decibel Scale (dBA)* Chainsaw 110 11 ll� 01� 1111� 7j floor6— C.- an 30 Plin Failing 15 20 10 11 Jet Takeoff 140 Pneumatic um at ic Riveter 124 Hammer Drill 114 Rock Concert 105 TraCIOrtHand Drill 97 I City Traffic iiiiir Al 3pendix C-1 4. 7 I+ 32 3 -� 7 INCH KNOCKOUTS (BOTH SIDES) WEIGHT WITH BATTERIES: WEIGHT WITHOUT BATTERIES: MAX NOISE LEVEL: 2296 LBS. 760 LBS. 55-60dB NorthStar NSB-1170FT batteries at 128 lbs each, Qty 12 /�}/E] Q(� ChofIcN IAdu11rleP Ltd. �a►{i? lea7 Tci1..C.ODiUs A.1oAS Group CHARLES PART # i:iiiei i�:s':f Niil 1001l' Dr l,. S Lbpuc 1,7-6DR-4:R! CUBE-SS4C215XC1 TRIS IS THE PROPERTY OF CHARLES INOUSTNIES LTD. AND SHALL POT RE AE PRODUCED. COPIED OR USED IN ANY MANNER DETRIMENTAL TO THEIR INTERSTS. Verizon Wireless Large Site Support Enclosure 0 Appendix C-2 ,O ro b O � Q pry � N p _ V i U -O O �c0 O — — -- a r IN; 3 Fm ml z 0 0 �a f� Z g U tP� 31 OZ,OU #Q 082 W zW n o€g�� ud Z `� g � lfi ed@ e8� g O C z d IL ¢w� 00 W dZFa- � H > > O e p o00�=OQ , ul U U paww ¢W Z r-NMa 4 L6 -j EXHIBIT D Verizon Wireless • Proposed Base Station (Site No. 296584 "Hwy 101 Golf Course") 5210 Commerce Boulevard • Rohnert Park, California Statement of Hammett & Edison, Inc., Consulting Engineers The firm of Hammett & Edison, Inc., Consulting Engineers, has been retained on behalf of Verizon Wireless, a personal wireless telecommunications carrier, to evaluate the base station (Site No. 296584 "Hwy 101 Golf Course") proposed to be located at 5210 Commerce Boulevard in Rohnert Park, California, for compliance with appropriate guidelines limiting human exposure to radio frequency ("RF") electromagnetic fields. Executive Summary Verizon proposes to install directional panel antennas on a tall steel pole to be sited at 5210 Commerce Boulevard in Rohnert Park. The proposed operation will, together with the existing base station at the site, comply with the FCC guidelines limiting public exposure to RF energy. Prevailing Exposure Standards The U.S. Congress requires that the Federal Communications Commission ("FCC") evaluate its actions for possible significant impact on the environment. A summary of the FCC's exposure limits is shown in Figure 1. These limits apply for continuous exposures and are intended to provide a prudent margin of safety for all persons, regardless of age, gender, size, or health. The most restrictive FCC limit for exposures of unlimited duration to radio frequency energy for several personal wireless services are as follows: Wireless Service Freguency Band Occupational Limit Public Limit Microwave (Point -to -Point) 5-80 GHz 5.00 mW/cm2 1.00 mW/cm2 WiFi (and unlicensed uses) 2-6 5.00 1.00 BRS (Broadband Radio) 2,600 MHz 5.00 1.00 WCS (Wireless Communication) 2,300 5.00 1.00 AWS (Advanced Wireless) 2,100 5.00 1.00 PCS (Personal Communication) 1,950 5.00 1.00 Cellular 870 2.90 0.58 SMR (Specialized Mobile Radio) 855 2.85 0.57 700 MHz 700 2.40 0.48 [most restrictive frequency range] 30-300 1.00 0.20 General Facility Requirements Base stations typically consist of two distinct parts: the electronic transceivers (also called "radios" or "channels") that are connected to the traditional wired telephone lines, and the passive antennas that send the wireless signals created by the radios out to be received by individual subscriber units. The transceivers are often located at ground level and are connected to the antennas by coaxial cables. A HAMMETT & EDISON, INC. CONSULTING ENGINEERS SAN FRANCISCO RECEIVED U6QP Page 1 of 4 JAN 2 5 2018 CITY OF ROHNERT PARK Verizon Wireless • Proposed Base Station (Site No. 296584 "Hwy 101 Golf Course") 5210 Commerce Boulevard • Rohnert Park, California small antenna for reception of GPS signals is also required, mounted with a clear view of the sky. Because of the short wavelength of the frequencies assigned by the FCC for wireless services, the antennas require line -of -sight paths for their signals to propagate well and so are installed at some height above ground. The antennas are designed to concentrate their energy toward the horizon, with very little energy wasted toward the sky or the ground. This means that it is generally not possible for exposure conditions to approach the maximum permissible exposure limits without being physically very near the antennas. Computer Modeling Method The FCC provides direction for determining compliance in its Office of Engineering and Technology Bulletin No. 65, "Evaluating Compliance with FCC -Specified Guidelines for Human Exposure to Radio Frequency Radiation," dated August 1997. Figure 2 describes the calculation methodologies, reflecting the facts that a directional antenna's radiation pattern is not fully formed at locations very close by (the "near -field" effect) and that at greater distances the power level from an energy source decreases with the square of the distance from it (the "inverse square law"). The conservative nature of this method for evaluating exposure conditions has been verified by numerous field tests. Site and Facility Description Based upon information provided by Verizon, including zoning drawings by MST Architects, dated July 21, 2017, it is proposed to install nine JMA Model X7CQAP-665-VRO directional panel antennas on a new 64 -foot steel pole to be sited behind the light industrial building located at 5210 Commerce Boulevard in Rohnert Park. The antennas would employ no downtilt, would be mounted at an effective height of about 60 feet above ground, and would be oriented in groups of three toward 40°T, 190°T, and 330°T. The maximum effective radiated power in any direction would be 10,130 watts, representing simultaneous operation at 4,400 watts for AWS, 4,220 watts for PCS, and 1,510 watts for 700 MHz service; no operation on cellular frequencies is presently proposed from this site. Presently located on a shorter pole behind the building are similar antennas for use by T -Mobile; these are to be relocated to the new pole, at the same effective height of 32 feet above ground. For the limited purpose of this study, the transmitting facilities of that carrier are assumed to be as follows: Service Maximum ERP Antenna Model Downtilt AWS 4,400 watts Ericsson AIR21 20 PCS 2,200 Ericsson AIR21 2 700 MHz 1,800 Andrew LNX-6514DS 2 HAMMETT & EDISON, INC. CONSULTING ENGINEERS U6QP SAN FRANCISCO Page 2 of 4 Verizon Wireless • Proposed Base Station (Site No. 296584 "Hwy 101 Golf Course") 5210 Commerce Boulevard • Rohnert Park, California Study Results For a person anywhere at ground, the maximum RF exposure level due to the proposed Verizon operation by itself is calculated to be 0.0050 mW/cm2, which is 0.75% of the applicable public exposure limit. The maximum calculated cumulative level at ground, for the simultaneous operation of both carriers, is 4.2% of the public exposure limit. The maximum calculated cumulative level at the nearby building is 20% of the public limit. It should be noted that these results include several "worst- case" assumptions and therefore are expected to overstate actual power density levels. There are no residential areas within 850 feet of the site, based on review of photographs from Google Maps. No Recommended Mitigation Measures Due to their mounting location and height, the Verizon antennas would not be accessible to unauthorized persons, and so no mitigation measures are necessary to comply with the FCC public exposure guidelines. It is presumed that the two carriers will, as FCC licensees, take adequate steps to ensure that their employees or contractors receive appropriate training and comply with FCC occupational exposure guidelines whenever work is required near the antennas themselves. Conclusion Based on the information and analysis above, it is the undersigned's professional opinion that operation of the base station proposed by Verizon Wireless at 5210 Commerce Boulevard in Rohnert Park, California, will comply with the prevailing standards for limiting public exposure to radio frequency energy and, therefore, will not for this reason cause a significant impact on the environment. The highest calculated level in publicly accessible areas is much less than the prevailing standards allow for exposures of unlimited duration. This finding is consistent with measurements of actual exposure conditions taken at other operating base stations. HAMMETT & EDISON, INC. CONSULTING ENGINEERS U6QP SAN FRANCISCO Page 3 of 4 Verizon Wireless • Proposed Base Station (Site No. 296584 "Hwy 101 Golf Course") 5210 Commerce Boulevard • Rohnert Park, California Authorship The undersigned author of this statement is a qualified Professional Engineer, holding California Registration Nos. E-13026 and M-20676, which expire on June 30, 2019. This work has been carried out under his direction, and all statements are true and correct of his own knowledge except, where noted, when data has been supplied by others, which data he believes to be correct. October 2, 2017 HAMMETT & EDISON, INC. CONSULTING ENGINEERS SAN FRANCISCO fr. h E-13026 M-20676 F.v.6 00-2019 CHj ti'l'Lc William F. Hai iAiett, P.E. 707/996-5200 U6QP Page 4 of 4 FCC Radio Frequency Protection Guide The U.S. Congress required (1996 Telecom Act) the Federal Communications Commission ("FCC") to adopt a nationwide human exposure standard to ensure that its licensees do not, cumulatively, have a significant impact on the environment. The FCC adopted the limits from Report No. 86, "Biological Effects and Exposure Criteria for Radiofrequency Electromagnetic Fields," published in 1986 by the Congressionally chartered National Council on Radiation Protection and Measurements ("NCRP"). Separate limits apply for occupational and public exposure conditions, with the latter limits generally five times more restrictive. The more recent standard, developed by the Institute of Electrical and Electronics Engineers and approved as American National Standard ANSI/IEEE C95.1-2006, "Safety Levels with Respect to Human Exposure to Radio Frequency Electromagnetic Fields, 3 kHz to 300 GHz," includes similar limits. These limits apply for continuous exposures from all sources and are intended to provide a prudent margin of safety for all persons, regardless of age, gender, size, or health. As shown in the table and chart below, separate limits apply for occupational and public exposure conditions, with the latter limits (in italics and/or dashed) up to five times more restrictive: Frequency Electroma netic Fields f is freguency of emission in MHz Applicable Electric Magnetic Equivalent Far -Field Range Field Strength Field Strength Power Density (MHz) (V/m) (A/m) (MW/CM2) 0.3— 1.34 614 614 1.63 1.63 100 100 1.34— 3.0 614 823.8/f 1.63 2.19/f 100 180/12 3.0— 30 1842/f 823.8/f 4.89/ f 2.19/f 900/ f 180/1 30— 300 61.4 27.5 0.163 0.0729 1.0 0.2 300— 1,500 3.54-\Ff 1. 594f 1Ff/106 Nf1238 f/300 f/1500 1,500— 100,000 137 61.4 0.364 0.163 5.0 1.0 1000 100 3Ei 10 o � 0.1 Occupational Exposure ` PCS � FM Cell dE I 0. Public Exno. ure 0.1 1 10 100 103 104 105 Frequency (MHz) Higher levels are allowed for short periods of time, such that total exposure levels averaged over six or thirty minutes, for occupational or public settings, respectively, do not exceed the limits, and higher levels also are allowed for exposures to small areas, such that the spatially averaged levels do not exceed the limits. However, neither of these allowances is incorporated in the conservative calculation formulas in the FCC Office of Engineering and Technology Bulletin No. 65 (August 1997) for projecting field levels. Hammett & Edison has built those formulas into a proprietary program that calculates, at each location on an arbitrary rectangular grid, the total expected power density from any number of individual radio sources. The program allows for the description of buildings and uneven terrain, if required to obtain more accurate projections. HAMMETT & EDISON, INC. CONSULTING ENGINEERS FCC Guidelines SAN FRANCISCO Figure 1 RFR.CALCTM Calculation Methodology Assessment by Calculation of Compliance with FCC Exposure Guidelines The U.S. Congress required (1996 Telecom Act) the Federal Communications Commission ("FCC") to adopt a nationwide human exposure standard to ensure that its licensees do not, cumulatively, have a significant impact on the environment. The maximum permissible exposure limits adopted by the FCC (see Figure 1) apply for continuous exposures from all sources and are intended to provide a prudent margin of safety for all persons, regardless of age, gender, size, or health. Higher levels are allowed for short periods of time, such that total exposure levels averaged over six or thirty minutes, for occupational or public settings, respectively, do not exceed the limits. Near Field. Prediction methods have been developed for the near field zone of panel (directional) and whip (omnidirectional) antennas, typical at wireless telecommunications base stations, as well as dish (aperture) antennas, typically used for microwave links. The antenna patterns are not fully formed in the near field at these antennas, and the FCC Office of Engineering and Technology Bulletin No. 65 (August 1997) gives suitable formulas for calculating power density within such zones. For a panel or whip antenna, power density S = 180 0 x 0. P"'h , in mW/cm2 ew and for an aperture antenna, maximum power density Smax = 0. 1 x 16 x 71 x P,,,,, nxh' where 013W = half -power beamwidth of the antenna, in degrees, and Pnet = net power input to the antenna, in watts, D = distance from antenna, in meters, h = aperture height of the antenna, in meters, and q = aperture efficiency (unitless, typically 0.5-0.8). The factor of 0.1 in the numerators converts to the desired units of power density. , in mW/cm2, Far Field. OET-65 gives this formula for calculating power density in the far field of an individual RF source: 2.56 x 1.64 x 100 x RFF` x ERP power density s = in mW/cm2, 4xirxD2 where ERP = total ERP (all polarizations), in kilowatts, RFF = relative field factor at the direction to the actual point of calculation, and D = distance from the center of radiation to the point of calculation, in meters. The factor of 2.56 accounts for the increase in power density due to ground reflection, assuming a reflection coefficient of 1.6 (1.6 x 1.6 = 2.56). The factor of 1.64 is the gain of a half -wave dipole relative to an isotropic radiator. The factor of 100 in the numerator converts to the desired units of power density. This formula has been built into a proprietary program that calculates, at each location on an arbitrary rectangular grid, the total expected power density from any number of individual radiation sources. The program also allows for the description of uneven terrain in the vicinity, to obtain more accurate projections. HAMMETT & EDISON, INC. CONSULTING ENGINEERS Methodology SAN FRANCISCO Figure 2 1A City of Rohnert Park Planning Commission Report DATE: May 10, 2018 ITEM NO: 8.2 AGENDA TITLE: PLSR18-0001 Site Plan and Architectural Review for the McDonald's at 6600 Commerce Boulevard Exterior Fagade Remodel Project ENTITLEMENTS: Site Plan and Architectural Review LOCATION: 6600 Commerce Boulevard, APN 143-061-001 GP/ZONING: Commercial -R / C-R: Regional Commercial APPLICANT: Zorah Mariano, Stantec Architecture Inc. RECOMMENDATON Staff recommends approval of Site Plan and Architectural Review (SPAR) for the proposed McDonald's remodel project at 6600 Commerce Boulevard. SPAR is required for the proposed exterior alterations to the existing building. �UMMARV The project site is located at 6600 Commerce Boulevard on an approximate 0.92 -acre parcel adjacent to other similar neighborhood commercial businesses on the east side of Commerce Blvd. (Figure 1). The project proposes to remodel the exterior fagade with new stucco, corrugated metal, paint colors, aluminum canopies, metal louver screen panel, signage and new storefront system (existing windows will remain). No expansion or other exterior changes are proposed to the McDonald's commercial space, to the drive-through, paved parking facilities, and trash enclosure. The subject site is designated in the General Plan as Commercial -R (Regional) and is accordingly zoned C-R: Regional Commercial. Page 1 CID E3 a Uzi �l W ea) ur jo m m 0.,Oywk cx.n ------ --- ------------------- WOO -Inge 0-dommono, Ing , 41 1" � I- ( Enterprise Dr -11H, ;w- �W] Lnterprise Dr BACKGROUND Surrounding Land Uses The project site is located at the intersection of Commerce Blvd. and Enterprise Drive adjacent to other commercial businesses to the north, south and east. Highway 101 is located to the west across Commerce Blvd. To the south and east past the adjacent commercial businesses are downtown high density residential developments. Copeland Creek is located to the south past the KFC/A&W (see Figure 2). Project Details Location and Access Primary access to the subject site is from Commerce Blvd. and secondary access would be from Enterprise Drive through the adjacent commercial property parking lot (see Figure 3). No changes are proposed to the access driveways, parking, or drive-through. Some changes to the site landscaping are proposed. Figure 3: Existing Site Plan Building Elevations The project would introduce new architectural elements and articulation to the building facade using materials, including new textures, colors, and wall plane changes. The exterior remodel would remove the existing decorative roof cornice and replace with grey metal fascia along the entirety of the roof line. The project would introduce a corrugated metal panel below the metal cornice along the north, south and east elevations. Window awnings would be replaced with new white aluminum canopies. The project proposes to remodel the exterior stucco fagade with two types of grey stucco finish and three grey aluminum trellis wall fascia running along the middle of the north, south, and east wall planes. A new color palette is proposed for the exterior utilizing soft grey tones with darker grey accent walls. The project also includes new signage that complements the new exterior modifications. All four sides of the building exterior will be painted per the Exterior Elevation exhibit shown in Figures 5. Page 3 Figure 4: Existing Elevation ori E)Mng Rohl Elevallon Ealing non Drive -Wo Elevation r Ip 3 Ev11+r0 D. -Ihru Elevation Reay El-1— Figure 5: Proposed Building Elevations r ti � � a IM! •Elevation nncoan��d•s- Front Elevation Page 4 Figure 6: Accent Wall Tile Example Figure 5 above does not provide a good representation of what the proposed accent wall tiles will look like once installed. The photo in Figure 6 above provides a realistic example of new accent wall tiles once installed on the exterior of the building. Material samples of the proposed accent wall tiles will be provided at the SPAR hearing. Landscaping A conceptual landscape plan has been submitted. The proposed enhanced landscape plan consists of a variety of trees, shrubs and groundcover accents. Tree sizes would include 15 -gallon box trees. There is existing mature trees and landscaping along the Commerce Blvd and Enterprise Drive frontages of the property that will remain. The landscape plan includes two (2) new 15 -gallon trees. In between the existing and proposed trees, the landscape plan proposes a variety of shrubs, groundcover and perennial accent species (see Plan Sheet L1 and Figure 7 for landscape plan details). The common area and perimeter area landscaping irrigation will consist of low volume drip system. The plant palette will utilize at least 75% drought tolerant plant materials appropriate to the climate region. Page 5 Figure 7: Proposed Landscaping at Corner REMOVE (E) COBBLE AND BENDERBOARD IN SWALES AND ADD GRASSES, TYP. - - PLANT BARE AREAS WITH DROU TOLERANT GROUNDCOVER, TYP. REMOVE (E) ROSES AND REPLACE COIR MATTING TO BE PLACED ON WITH DROUGHT TOLERANTDISTURBED SLOPES 3:1 OR GRE GROUNDCOVER a �. WITH WALK-ON LOCK IN WOOD M r i ti DkD 1] Cv A f 2036, a LL] pi ANALYSIS General Plan The proposed project includes exterior modifications, including new signage, to an existing commercial building and would remain in compliance with the Commercial -R (Regional) General Plan land use designation of the property which is intended to provide sites for retail areas containing a wide variety of businesses, including: retail stores, eating and drinking establishments, commercial recreation, service stations, automobile sales and repair services, financial, business and personal services, hotels and motels, and educational and social services. Zoning Regulations The property is zoned C-R: Regional Commercial which is intended to allow for uses that provide goods and services that serve the community and outlying areas within an eight to twenty -mile radius. Large commercial/retail uses are permitted in the C-R zoning district as well as a range of other commercial activities. The project involves exterior modifications to an existing building and therefore there are no changes to height, setbacks, landscape areas, or parking on the site. Design Guidelines The application has been reviewed according to the city design guidelines and satisfies all of the required design criteria. The analysis is included in the attached resolution and demonstrates: ■ The proposal's general appearance is compatible with existing development and enhances the surrounding neighborhood. • That the development incorporates a variation from adjacent on-site and off-site structures in height, bulk, and area; arrangement on the parcel; openings or breaks in the fagade facing the street; and/or the line and pitch of the roof. Page 6 That the development will be located and oriented in such a manner so as to provide pedestrian, bicycle and vehicular connections with adjacent properties, as appropriate, and avoids indiscriminate location and orientation. ENVIRONMENTAL DETERMINATION The project has been analyzed for compliance with the requirements of the California Environmental Quality Act (CEQA) and found to be categorically exempt as a Class 1 Exemption under Section 15301: Existing Facility. No further action is required pertaining to environmental review. Attachments Resolution 2018-29 Approving a Site Plan and Architecture Review for the exterior remodel of a McDonald's restaurant located at 6600 Commerce Boulevard (APN 143-061- 001) File No. PLSR18-0001 Exhibit A — Plan Set Exhibit B — Sign Package Exhibit C — Color Board APPROVALS: 6, & rff� Brett Bollinger, Tanning Consultant Page 7 6-1-18 Date Date PLANNING COMMISSION RESOLUTION NO. 2018-29 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF ROHNERT PARK, CALIFORNIA, APPROVING SITE PLAN AND ARCHITECTURAL REVIEW FOR EXTERIOR REMODEL OF MCDONALD'S AT 6600 COMMERCE BOULEVARD (APN 143-061-001) WHEREAS, the applicant, Zorah Mariano, filed Planning Application No. PLSR18- 0001 for Site Plan and Architectural Review for an exterior remodel of an existing McDonald's commercial building, in accordance with the City of Rohnert Park Municipal Code; WHEREAS, Planning Applications No. PLSR18-0001 was processed in the time and manner prescribed by State and local law; WHEREAS, on May 10, 2018, the Planning Commission reviewed Planning Application No. PLSR18-0001 at which time interested persons had an opportunity to testify either in support of or opposition to the project; and WHEREAS, at the May 10, 2018, Planning Commission meeting, upon considering all testimony and arguments, if any, of all persons desiring to be heard, the Commission considered all the facts relating to Planning Application No. PLSR18-0001. NOW, THEREFORE, THE PLANNING COMMISSION OF THE CITY OF ROHNERT PARK DOES RESOLVE, DETERMINE AND ORDER AS FOLLOWS: Section 1. That the above recitations are true and correct. Section 2. Factors Considered. The Planning Commission, in approving Planning Application No. PLSR18-0001, makes the following factors, to wit: A. That the developments general appearance is compatible with existing development and enhances the surrounding neighborhood. Criteria Satisfied. The project proposes to remodel the exterior fagade with new signage and fagade architectural elements. No expansion or other exterior changes are proposed to the drive-through, paved parking facilities, and trash enclosure; therefore, the development would remain compatible with existing surrounding commercial development. B. That the development incorporates a variation from adjacent on-site and off-site structures in height, bulk, and area; arrangement on the parcel; openings or breaks in the facade facing the street; and/or the line and pitch of the roof. Criteria Satisfied. The project proposes to remodel the exterior fagade with new signage and fagade architectural elements. No expansion or other exterior changes are proposed to the commercial space, to the drive-through, paved parking facilities, and trash enclosure. The exterior modifications to the existing commercial building would not alter the height, bulk, or area of the commercial building. The proposed design maintains the features from the original building design that are consistent with this criteria. C. That the development will be located and oriented in such a manner so as to provide pedestrian, bicycle and vehicular connections with adjacent properties, as appropriate, and avoids indiscriminate location and orientation. Criteria Satisfied. The project proposes to remodel the exterior fagade with new signage and fagade architectural elements. The project involves exterior modifications to an existing building and therefore there are no changes to the building orientation, height, setbacks, landscape areas, or parking on the site. The exterior modifications to the existing commercial building would not alter the pedestrian, bicycle and vehicular connections with adjacent properties. The site as currently designed is consistent with this criteria. Section 3. Environmental Clearance. The project has been analyzed for compliance with the requirements of the California Environmental Quality Act (CEQA) and found to be categorically exempt as a Class 1 Exemption under Section 15301: Existing Facility. No further action is required pertaining to environmental review. NOW THEREFORE BE IT RESOLVED, that the Planning Commission does hereby approve Planning Application No. PLSR18-0001 subject to the Conditions of Approval attached as Exhibit A. BE IT FURTHER RESOLVED that said action shall not be deemed final until the appeal period has expired and that the appeal period shall be ten (10) working days from the date of said action. No building permits shall be issued until the appeal period has expired, providing there are no appeals. DULY AND REGULARLY ADOPTED on this 10th day of May, 2018 by the City of Rohnert Park Planning Commission by the following vote: AYES: NOES: ABSENT: ABSTAIN: ADAMS BLANQUIE BORBA_ GIUDICE HAYDON Susan Adams, Chairperson, Rohnert Park Planning Commission Attest: Susan Azevedo, Recording Secretary EXHIBIT A ADOPTED PER PLANNING COMMISSION RESOLUTION NO. 2018-29 CONDITIONS OF APPROVAL: 6600 COMMERCE BOULEVARD — MCDONALD'S SITE PLAN AND ARCHITECTURAL REVIEW The conditions below shall apply to the McDonald's commercial building exterior alterations project located at 6600 Commerce Boulevard (PLSR18-0001). General Conditions 1. The Site Plan and Architectural Review approval shall expire one year from the Planning Commission approval date, unless prior to the expiration a building permit is issued and construction is commenced and diligently pursued toward completion and the use is initiated, or an extension is requested and approved. 2. The facility shall comply with any and all applicable provisions of the Rohnert Park Municipal Code (RPMC) and any state or federal agency. The violation of any condition listed herein shall constitute a nuisance and a violation of the Rohnert Park Municipal Code. In conformity with Chapter 1.16 of the RPMC, a violation of the RPMC may be an infraction or a misdemeanor and shall be punishable as provided by law. In addition to criminal penalties, the City may seek injunctive relief. The Applicant agrees to pay for all attorney's fees and costs, including, but not limited to, staff time incurred by the City in obtaining injunctive relief against the Applicant as a result of a failure of the Applicant to fully perform and adhere to all of the Conditions of Approval. 3. The Applicant agrees to defend, indemnify, hold harmless and release the City of Rohnert Park, its agents, officers, attorneys and employees from any claim, action or proceedings brought against any of the above, the purpose of which is to attack, set aside, void, or annul the approval of this application or certification of the environmental document which accompanies it. This indemnification obligation shall include but not be limited to, damages, costs, expenses, attorneys', or expert witness fees that may be asserted by any person or entity, including the Applicant, whether or not there is concurrent passive or active negligence on the part of the City, its agents, officers, attorneys or employees. 4. The Site Plan and Architectural Review approval shall expire one year from the Planning Commission approval date, unless prior to the expiration a building permit is issued and construction is commenced and diligently pursued toward completion and the use is initiated, or an extension is requested and approved. Building Department Conditions 5. Tenant improvement permit required from the Building Department for interior modifications. 6. Site Improvement permit required from the Engineering Department for civil site upgrades. Note: Both Tenant Improvement and Site Improvement permits can be combined into one application. W@F@@nE gl7g 2016 REMODEL BUILDING 0 ' 16 EXTERIOR REMODEl. REVISION. DRAWING INDEX CVR COVER SHEET I g m PNW REGION 6600 COMMERCE BLVD, ROHNERT PARK, CA 94928 BUILDING INFORMATIONa ADDRESS SITE c c e SP1 SITE PLAN STATE SITE CODE: 004-4978 SP2 ENLARGED SITE PLAN STREET ADDRESS: 6600 COMMERCE BLVD SDI SITE DETAILS CITY: ROHNERT PARK, CA 94928 SD2 DRIVE—THRU DETAILS COUNTY: SONOMA COUNTY .. .... Q ., rr--r --- r—n • STATE: CALIFORNIA '= LANDSCAPE J11 L L1 LANDSCAPE PLAN + 1 . McDONALD'S SITE AREA 40,000 S.F. (0.918 ACRES) + + II ZONED: C—R A.P.N. 143-061-001-000 ARCHITECTURAL A1.0 FLOOR PLAN A2.0 EXTERIOR ELEVATION A2.1 EXTERIOR ELEVATION + • II F I .n m ,l ' • • I A2.2 EXTERIOR ELEVATION I • + • A2.3 EXTERIOR ELEVATION s Q q E + I I BUILDING CODES ¢ G cr +a "�" BUILDING CODE EDITION 2016 CALIFORNIA BUILDING CODE PLUMBING U s' -9 x a + • a CODE EDITION: 2016 CALIFORNIA PLUMBING CODE MECHANICAL CODE EDITION; 2016 CALIFORNIA MECHANICAL CODE I a * ' —e. ELECTRICAL CODE EDITION: 2016 CALIFORNIA ELECTRICAL CODE - Qg L + • + FIRE CODE EDITION; 2016 CALIFORNIA FIRE CODE n -w + e� n la i{� lQ� a *+ • • ACCESSIBILITY CODE: 2016 CALIFORNIA BUILDING CODE — CHAPTER 11B CALIFORNIA CODE REGULATIONS TITLE 24 FOR DISABLED J +� ACCESS, ENERGY CONSERVATION & NOISE ATTENUATION GREEN BUILDING CODE: 2016 LIFORNIA GREEN BUILDING CODE CAENERGY CODE: 2016 CALIFORNIA ENERGY CODE J g () sj'Na$s_s • a ♦ II.I'I BUILDING DATA OCCUPANCY: A2 0 0' F'ac 71' -- CONSTRUCTION TYPE; VB SPRINKLED NUMBER OF STORIES: 1 THIS DRAWING IS FOR REFERENCE ONLY. BUILDING HEIGHT 22'-3" (MAIN BLDG. PARAPET) 27'-8" (BRAND WALL) BUILDING AREA: 5,208 S.F. F.A.R. 0.13 (PROPOSED) 5 i:800 :� j: ag `o f NOT FOR CONSTRUCTION °2.€ �R NORTH = 0 h`Y Q E' E r h,g C F'9$5g G t--.5016x q & ehces EXHIBIT A m VICINITY MAP �� fiii i1-•.. t L'i h, S. i Y • 'MI t " `r J�N00 YI 1� ' tl t �•!� �:� 49 u r ON e k 25 INM LOCAMN .L AT4=s' yeti V er ui ft a � ooz '� V CVR P 1w 6 SITE PLAN yzt i" . 20'-0' i. w w KEYNOTES 11 Oj SEE CIVIL DWCS FOR (N) ACCESSIBLE CURB RAMPS AND PATH OF TRAVEL DETAILS, h h (N) ACCESSIBLE CONCRETE SIDEWALK & PATH OF TRAVEL, TO BE FREE FROM O ABRUPT CHANGES IN LEVEL OF MORE THAN 1/4".. WALK NOT TO EXCEED 5% SLOPE IN DIRECTION OF TRAVEL & 2% CROSS SLOPE SEE CIVIL DWGS W 0 (N) LANDSCAPE AREA phi ��TT b 4O (N) BIKE RACK; SEE DETAIL 2/SDI, /V NOTES 1, SURFACE OF RAMP PARKING INFORMATION (REQUIRED) TOTAL 1 SPACE FOR EVERY J SEATS OR STOOLS AND FLARES SHALL BE SLIP RESISTANT AND CONTRASTING FINISH FROM SIDEWALK RAMP SHALL LIE IN 50NW SLOPE "[ W/ MIN. SURFACE SPACES 40 WARPING AND CROSS SLOPE.RAMP LANDING. SHML HAVE A CROSS SLOPE OF 2% STANDARD JB SPACES X IB Y TOTAL B'-6- -O" ® 90' SPACES ACCESSIBLE 2 SPACES 9'-0" X 10'-0" M gO• MAX. IN ALL DIRECTIONS 40 O(N) 5 �A [i ,& 2 MAXIMUM SLOPE IN ACCES98LE PARKING STALLS & ACCESSIBLE AISLE TO BE 2% IN ANY DIRECTION ALL PARKING LOT IMPROVEMENTS SHALL MATCH SURROUNDING ALL VEHICULAR ACCESSES. SEE DETAIL 13/ASI. CONFIRM COMPLIANCE WITH DETAIL PROVIDE (N) IF REOUIRED ■ ■ F EXISTING GRADES 3 FOR ADDITIONAL INFORMATION REGARDING DRAINAGE & GRADING. CONCRETE CURB, SIDEWALKS & GUTTER DETAILS, SEE CIVIL DRAWINGS ©(N) FORREST PERMA INFORMATIONAL SIGN ,9777 AT ORDER STATION. 88 IO P o 4, (E) YARD LIGHTING TO REMAIN, NEW WORK NOT INCLUDED IN SCOPE N yy O] (N) FORREST PERMA INFORMATIONAL SIGN #776 AT CASHIER STATION Q 5. (E) UTILITIES TO REMAIN, PROTECT IN PLACE DURING CONSTRUCTION SEE DETAIL 4/SD1. m J (N) FREESTANDING ACCESSIBLE PARKING 9GNAGE (TYP. OF 2), SEE DETAIL 13/ASi AND 6/SDI 6. (E) LANDSCAPING TO REMAIN, REPAIR AND REFRESH IF REWIRED Z W x (N) CONCRETE CURB 7 Gi S BrJ5'16'W 260.00' ASSESSOR'S PARCEL NUMBER: 143-061-001-000 PARKING INFORMATION (REQUIRED) TOTAL 1 SPACE FOR EVERY J SEATS OR STOOLS SPACES 40 PARKING INFORMATION (PROPOSED) STANDARD JB SPACES X IB TOTAL B'-6- -O" ® 90' SPACES ACCESSIBLE 2 SPACES 9'-0" X 10'-0" M gO• g 40 O(N) 5 FREE STANDING ENTRANCE SIGN WITH ACCESSIBLE PARKING AND TOW AWAY INFO, TYP, AT [i ,& PLAN LEGEND ALL VEHICULAR ACCESSES. SEE DETAIL 13/ASI. CONFIRM COMPLIANCE WITH DETAIL PROVIDE (N) IF REOUIRED ■ ■ E = CENTER LINE P.D.C. POINT OF CURVATURE COL = COLUMN ©(N) FORREST PERMA INFORMATIONAL SIGN ,9777 AT ORDER STATION. a IO P o SEE DETAIL B/SDI, N yy O] (N) FORREST PERMA INFORMATIONAL SIGN #776 AT CASHIER STATION Q 1 SEE DETAIL 4/SD1. m J (N) FREESTANDING ACCESSIBLE PARKING 9GNAGE (TYP. OF 2), SEE DETAIL 13/ASi AND 6/SDI N Z W x (N) CONCRETE CURB 7 (N) CONCRETE PAVING (N) CIDWIT PERMA ACCESSIBLE ENTRANCE .SIGN a93A L q Z UD O SEE DEIAk 2D/S0I. i] V tp (N) ACCESSIBLE PARKING SIGNAGE (TYP. OF 2)„ SEE DETAIL 13/AST 3 9 TZ scAEE: 1"=20'-0" NORTH ® ® {N) DRIVE THRU STRTP, * PER DETAIL 7/SDI I SP1 11 (N) CONCRETE CURB AND LANDSCAPE, SEE CIVIL DRAWINGS FOR DETAILS, MATCH (N) LANDSCAPE WITH EXISTING y`p c I] (N) VAN ACCESSIBLE PARKING STALL SEE DETAILS 13/AS1 & 6/SDI r,.I V REPAINT SYMBOL OF ACCESSIBILITY (36- X 36-) CL 13 (N) DIRECTIONAL SIGNAGE, SIGN ON BOTH SIDES OF POST SEE DETAIL 19/SDI 14 (N) CONCRETE PAVING D ACCESSIBLE PARKING STALLS, SEE CIVIL DRAWINGS 15 (N) DETECTABLE WARNING SURFACE, SEE SEE 20/ASI. lfi (N) OUTDOOR DIGITAL MENU BOARD, UNDER SEPARATE PERMIT SEE DETAIL 1/SO2 8 s;g , � VI 1] (N) PRE -BROWSE BOARD UNDER SEPARATE PERMIT SEE DETAIL 2/SD2 J g 10 (N) DRNE-THRU GATEWAY 3 $ M 19 FORPOIMAW COD WITH LOOP DETECTORS, UNDER SEPARATE PERMIT SEE SIGN PAGP 88 6 x ? p k "All 20 (N) SEODNQM COD WITH LOOP DETECTORS, UNDER SEPARATE PERMIT SEE SIGNL n N �F $ $5 PACKAGE TOW DETAILS $ ' 21 (N) GUARD RAIL/HANDRAIL, SEE DETAILS 5/AS3, 9, 10 & 11/SDl ®L�b �{p! $ 22 (E) CONCRETE CURB TO REMAIN; SEE CIVIL DRAWINGS `lli L §V- 2J (N) (N) PAVEMENT MARKINGS APPLIED AS SHOWN SEE DETAILS 15. 17 & 16/SD1 A§- a if 11 24 (N) ACCESSIBLE PEDESTRIAN RAMP. SEE CIVIL DRAWINGS, 25 LEVEL LANDING 2% MAX SLOPE IN ALL DIRECTIONS O [,yyywry +4pp 5 i h 26 NOT USED. g j( a l (N) WHEEL STOP SEE DETAIL 7/SD1 X�27 (E) ORIYE MRM TO REMAIN 39 [F) LNIDSCFRY fO TIE R'ETTTLS+I@. STC r.A1TIT"wCA»E ORAWRIGS. FAR OET�gS p p S BrJ5'16'W 260.00' ASSESSOR'S PARCEL NUMBER: 143-061-001-000 PARKING INFORMATION (REQUIRED) TOTAL 1 SPACE FOR EVERY J SEATS OR STOOLS SPACES 40 PARKING INFORMATION (PROPOSED) STANDARD JB SPACES X IB TOTAL B'-6- -O" ® 90' SPACES ACCESSIBLE 2 SPACES 9'-0" X 10'-0" M gO• g 40 i� PLAN LEGEND g E = CENTER LINE P.D.C. POINT OF CURVATURE COL = COLUMN R - RADIUS (1 = EXISTING R.O.W. = RIGHT OF WAY S.T. = SHEET FACELOF IO P o F O.C. CURB F.O.S, FACE OF STUD SIM. =SIMILAR N yy F.0 F. = FACE OF FOUNDATION TYP. = TYPICAL (N) = NEW FSE - FINISH SLAB ELEVATION Ot i 6 1 - (E) CONCRETE CURB J m U PROPERTY LINE w - U y -0 ACCESSIBLE PATH OF TRAVEL Z W x (N) CONCRETE CURB wa, Q J ~ (N) CONCRETE PAVING W F Ei U W FLLJ Z UD O 1(N) LANDSCAPE u�I (/) TD ry 0 10 zo ao so so �- (N) PAVEMENT ARROWS PER DETAIL B/SDI _ (DWE PAINTED WHITE) TZ scAEE: 1"=20'-0" NORTH ® ® {N) DRIVE THRU STRTP, * PER DETAIL 7/SDI I SP1 ,�., _..._ (RAW TE➢YELIOWy ENLARGED SITE PLAN yP1 3/16' = 1'-0' ( NOTES R f4 ( F I xz-TI 5 I 9 I f Top TDP 1 }d I - ! e 2T 24 IANOwO WARPING AND CROSS AOPERAMP LANDING SHALL HAVE A CROSS SLOPE OF 2% MAX. IN ALL DIRECTIONS °. (N - FMEN,SE - PoPSN SLAB ELEVATION + 6■[ 2 MAXIMUM SLOPE IN ACCESSIBLE PARKING STALLS R ACCESSIBLE AISLE TO BE 2S IN xJ'-O. 0 _..RAw W.. 0 1r o L d DDM 21 0,00 v 0 6 I 1 �. �4. 0 00 Oda o ACCESSIBLE PAIN OF TRAVEL 4 SIDEWALKS RCUTIER DETAILS, SEE CIVIL DRAWINGS 4. (E) YARD UCHTING TO REMAIN, NEW WORK NOT INCLUDED IN SCOPE -all1 I + I I I I( f f I ( i I I T I I. ! I I If ( I I i O Z10 UJ T I ENLARGED SITE PLAN SP2 3/16- -1'-0' 4 NOTES 03 R a 1. SURFACE OF RAMP AND FLARES SHALL BE SUP RESISTANT AND CONTRASTING Z FINISH FROM SIDEWALK, RAMP SHALL LIE IN SINGLE SLOPE PLANE W/ MIN SURFACE }d I - d a WARPING AND CROSS AOPERAMP LANDING SHALL HAVE A CROSS SLOPE OF 2% MAX. IN ALL DIRECTIONS (N - FMEN,SE - PoPSN SLAB ELEVATION + 6■[ 2 MAXIMUM SLOPE IN ACCESSIBLE PARKING STALLS R ACCESSIBLE AISLE TO BE 2S IN ANY DIRECTION. ALL PARKING LOT IMPROVEMENTS SHALL MATCH SURROUNDING m U PROPERTY EXISTING GRADES. J. FOR ADDITIONAL INFORMATION REGARDING DRAINAGE k GRADING, CONCRETE CURB, W U y ACCESSIBLE PAIN OF TRAVEL 0 SIDEWALKS RCUTIER DETAILS, SEE CIVIL DRAWINGS 4. (E) YARD UCHTING TO REMAIN, NEW WORK NOT INCLUDED IN SCOPE ILLIo S.(E) UTILITIES TO REMAIN, PROTECT IN PLACE DURING CONSTRUCTION (N) CONCRETE CURB o d II( 6 (E) LANDSCAPING TO REMAIN, REPAIR AND REFRESH IF REGUIRED 9 � Ir � ll9i KEYNOTES CD sa Oft Dm FOR (N) ADCC59BLE CURB RAAOP5 AND PAIN DF TRAVEL DETAILS �� (N) AC�BLE CONCRETE SIOETTALK * PAW Or TRAVEL. TO BE FREE FROM ■ O ABRUPT CHANGE'S RR LEVEL GF MORE THAN 114•. WJLLK NOT TO ET(I;EEO 58 SLOPT w ORKCRR N OF TRAVEL t 2% ORAS SLOPE. 11E SEE OK 1.111 E O (N) LANDSCAPE AREA FSLL Oa (N) BIKE RACK; SEE DETAIL 2/SDI. d (N) O FREE STANDING ENTRANCE SIGN WITH ACCESSIBLE PARKING AND TOW AWAY INFO TYP AT ALL VEHICULAR ACCESSES. SEE DETAIL 13/A51 CONFIRM y CDMPUANCE WITH DETAIL PROVIDE (N) IF REWIRED. LO © (N) FDRRE5T PERMA INFORMATIONAL SIGN #777 AT ORDER STATION. fL!- SEE DETAIL B/SDI. C] 1 (N) FORREST PERMA INFORMATIONAL SIGN /778 AT CASHIER STATION. C SEE DETAIL 4/501 g 30 q �- ~ O (N) FREESTANDING ACCESSIBLE PARKING SIGNAGE (TYP OF 2) SEE DETAIL 1J/AS1 SS AND 5/SDI 3' 9 (N) FORREST PERMA ACCESSIBLE ENTRANCE SIGN W93A. Ae O SEE DETAIL 20/SDI. ~ 10 (N) ACCESSIBLE PARKING SIGNAGE (TYP. OF 2). SEE DETAIL IJ/ASI CD \ 11 (N) CONCRETE H E AND LANDSCAPE, SEE CIVIL DRAWINGS FOR DETAILS, MATCH (N) 0 \ LANDSCAPE WITH EXISTING O (N) VAN ACCESSIBLE PARKING STALL SEE DETAILS 13/ASI h 6/SDI- I \ \ 12 REPAINT SYMBOL OF ACCESSIBIUIY. (35- X 36-) - 1D.- 6 \ IJ (N) DIRECTIONAL SIGNAGE, SIGN ON BOTH SIDES OF POST SEE DETAIL 19/SDI 18 ~ •�. P �.\ 14 (N) CONCRETE PAVING O ACCESSIBLE PARKING STALLS, SEE CIVIL DRAWINGS.. 11 15 (N) DETECTABLE WARNING SURFACE, SEE SEE 20/ASI. L 18 (N) OUTDOOR DIGITAL MENU BOARD. UNDER SEPARATE PERMIT SEE DEEAIL I/SD2 O TT U 1 17 (N) PRE -BROWSE BOARD UNDER SEPARATE PERMIT SEE DETAIL 2/502 J +� 22( 1B (N) ORAAE-THRU GATEWAY J I I. 1 IB (N) PRIMARY COD WITH LOOP DETECTORS, UNDER SEPARATE PERMIT SEE SIGN PACKAGE O FOR DETAILS 1 20 (N) SECONDARY COD WITH LOOP DETECTORS. UNDER SEPARATE PERMIT SEE SIGN PACKAGE FOR DETAILS i 21 (N) GUARD RAL/HANDRAIL, SEE DETAILS 5/AS3, B, 10 k II/SDI.hY$ r 1 O (E) CONCRETE CURB TO REMAIN; SEE CIVIL DRAWINGS ■ IY� B, ■!8 I O (N) (N) PAVEMENT MARKINGS APPLIED AS SHOWN SEE DETAILS 15, 17 k 10/5011a [ ha ■ 1 24 (N) ACCESSIBLE PEDESTRIAN RAMP, SE CIVIL DRAWINGS I`,7B2j7 g`C I 25 LEVEL LANDING 2x MAX SLOPE IN ALL DIRECTIONS 0 ■ I y — 5 I 2fi NOT USED. �paF � � ! j( WH 2] (N) EEL STOP SEE DETAIL 7/5131 G C 1 \ I � [E) DITIVE 1T4bF TO R[MAIRI- � � ������ + * I 29 (L) LAFKGCAPE. TO BE MfRESHEO. SEE IJMIpSCAPE PRAWWRR rOR DErMs gg YL f Y 17 1 I t I i I — — — — — — _ _— _ _ _ _ _ _ — _ _ _ _ _ - I )I I I I I I f I 1 I I 3 ■ I I IIP R " I 1 fi 1 I IB ti x, APLAN LEGEND y� IF _ 1-1;1. r - PLALPFE P.%C, - PANE OF CMRVATVRf R ( PAVEMENT TEARROWS PER DETAIL B/SDI d _ENLARGED SITE PLAN (PANTED f� f"� sP2 3/16, = r-0' NORTH DME® L ® (N) DRIVE THRU STRIPING PER DETAIL 7/SDI (PANTED YELLOW) CQ. - C'OLUYN R _ R—MHT - OF WAY [LC01 - CfDSDIippGFi 03 y yRg SHT, D.EET iia& i� ff STUD Sm. . ` SIMILAR Z rn }d - F,�F, ACE 0r FOUNDATION TVIR - TWIG& d a k RS (N - FMEN,SE - PoPSN SLAB ELEVATION - (E) CONCRETE CURB m U PROPERTY (n W U y ACCESSIBLE PAIN OF TRAVEL 0 LLI Q ILLIo (N) CONCRETE CURB o d II( 9 � Ir � ll9i (N) CONCRETE PAVING Lam. (N) LANDSCAPE E J W O Z10 UJ ( PAVEMENT TEARROWS PER DETAIL B/SDI d _ENLARGED SITE PLAN (PANTED f� f"� sP2 3/16, = r-0' NORTH DME® L ® (N) DRIVE THRU STRIPING PER DETAIL 7/SDI (PANTED YELLOW) OMT[ NTTRHARONAL SWOM OF AfdLi41BUTY ON BLUE BACRGROUNq 'PHONE *u1 TOW COMPANY Ally yi Yi m F%IFAIOR FACE OF BUILDING PHONE P14AKBCq �� LOCM COLOR ATaOIO RI STA/DARE, SB3W. !• SEE SITE PLAN AWSOK n*M FILL IN $AW " SHATL RPOW •LVAWUM FINE PAYImIE fBLA1nBq IIO7FY MAX T SPACESS. AS A PERWAIIENT PART :730• BELOW ISA PER 4013 CBC I YELLOW PAM IS USED FOR ALL DRIVE -TIBC) MARKINGS PERMANENT RE+LECTORino L 7 AIE WORDS 'DRIVE THRU' ANO THE ORCLE ARROW ARE PLACED AT ALL ENTRANCES TO THE 1 1/7• DIA A53 GRADE B STEEL PIPEOK LOT APPROK 25•-0• TO JO` -0• FROM THE CURB OR SIDEWALK HANDRAIL SET INTO CDNC. PER - �X �^ 3 THE 1VGR05 1LRIVE RHpU' SHOULD 0E CENTERED ,N TML ORKYTAY FOR ONE WAY TRAFFIC VERTICAL SPACED AT 6'-D• O.C. MAX - OR FOUAL L" (ON TVR W REW WE OF THE DRIVE AISLE r (HERE IS TWO WAY TRAFFIC) FM SEE SITE PLAN FOR GUARD RAIL LENGTH "✓( 1?.Y'., N a. To CIRELE dRECTMINAL a" SNDULO OE {ENTERED ARM THE WORD 7,J II_jlA\\ APPRO%IYAGELY 5'-O` INTO THE PARKING LOT. vAN ASE RBFi DRIVE THAI �l Et THE VE OR DIRECTIONALMYR , ARE SHIGuILELDEO BE SPACED RS ID THD• FD THRIA � �sl � C B. IF nK OR MORE ATTROMS ARE KEEOEO TO DIRECT CARS ID THE J6VE-TINY. PUNT�nTuI.LL..` n b,6 P,IROIL 8 = CORRECT PLACEMENT OF ,HE AAREIRS TO NCIUDE RIE APPLICATION OF THE WOAD V K NTCHIEJATE RAILS - GILT THRU' MIN AN ARROW CENTERED ABOVE THE WORD 'JOVE`. ORIENTED TO THE OE P I/7'! STL BMS o : OC MAX TH R U YOU DIRECPONTT m m 7. FNE KUBLE-MEMEO ARROW FOR A STOE-BY-SEE ORTA-THRU SNCUW RE POSITIONED TO R Q R R 60- AW/. Al. C OF PARNND ORECr TRArTiC ro OTHER LANE, AS EMS APPROApI TO THE HxA1N. EACH AiiROW YUsr . rte' SPACE OR r A eAL% IN G �"CI BE CUSTOMIZED TO in RIC LANE COIRTCAIRAAON. 6• DIA, x 16• DEEP CONO RER Qpr BETWEEN SPACE', AND SIGN II I �I 11 I •� E W04 iW ANNE Arc, Or p 0.5' 443 J NOTE: PREPARE k PAINT METAL RAIL WALKn L PER SPEGFlCATIONS- COLOR: BENJAMIN MOORE •SHADOW CRAY f" 2125-40. OR EQUAL � 2-! aA1i?LD QALY. 1p 17 PAVEMENT BRANDING 910r. CDMG. 1`007WOO'"'G n ? GUARD RAIL DETAIL 1W/CYOWNW TOP NOT USED m1 Nn SDI 1/2• • +,_0• sol i.SI -- - - W EO TOR Uw ANLV N j MON•PEDESTRIAN AREAS .r T s-2 YY ♦• CONT SLAB. SEE CML OWOS. - A S1w_ RUMOR Zea SERICS BINE ¢T 01 TRAFFlG A L+S:. Y4:..iNC.�' M 3/Tf WAN COC. PER SITC RAN RACK, INSTALL PER APPLY 2 DEUTS OF CHLORINATED RUBBER -TYPE CdItlIE1E Wlrca arpP, - MMLrAG IUAERY SPECS •�( RRAMC-LANL MARRING PAINT OYER CLEANER PAHNC I �1 SIkDAOi ACCIAONG TO LAYOUT MAN ON THE SITE 1 1/2' O.D. W4 (MAx.) Tr SLE piT 7/507 _ PLAN. PARIT TWBTE OR A5 RE0.T61ER BY GIV CODE, rPE GRADE B STEEL 4. N WAu PAINT STRIPES wa4 - 2• SO. X 1 STL TUBE U PANT BORDEN SLUE' PER ¢ p w CBC nB-5x2.13 n n d E SET d AA CO PI A! GRdlr TYPICAL s1LBi%. 3-0• ` rED FAINT STTANDDARMITE D BLUE SO a/6 Lr7/lR, U7 =O R ►I50W W FEDERAL t• ,• 3/6• STL ANCHOR PLATE 4 STAINARf1 50]R ./ W/ (2) 9/160 HOLES 6. OR VARIES w/ CURB RAMP O P I WWTE DDROFA + '� •r IY IY ; I 1 13 O I ED. Ep. r 12' PAINTED 'NO PARKING 1I II 7/16• DIA. HOLES FOR 3/8• A.0 PAVING OR CONC. w/ MME LETIEgS NI I- RERAN (BY INSTALLER) gW PAVING SEE CIVIL OWLS q_p• •_D• SEE CML OWGS FARNOTES: 1•0.12• SLEEVE FILL MOUND PLMf 5'-0' FOR NON -VAN 1-1/2' S0. X 11 GA Ti TUBE W/ POUR STONE T DIA. T2• GA WALL TUBE 15. FOOLING INFO. ACCESSIBLE n J s �A•�, ]�� `'�1 NON -SHRINK GROUT a � FBig ALL CONFORM BTO STALLS 9 s k_ J TO CONFORM TO STALLS I 100. ,B PAVEMENT ARROWS 1 GUARD RAIL DETAIL B _ s �a 'D � VA ACCESS3BLE PARKING �''1 BIKE RACK � � SDI N75 V SD, 1/Y . Y-0• 3131 N.T.S � � p �.y'`s �� A`_a• 1 11 0.O. MAXI A5J GRADE _ b C .§ :' S B STIN RPC HAHi1RAryw ROME 4 SJRFACE OF RAMP MM FLARES SHALE OE SUP 3•-D' PRECAST CONCRETE III, PANT W/ E2 COArS TO RE95TANT ARD CONTRASrYlG iirlSPr FROM MIEV.-STOP J 6. OU Id 6 W/011,1100 STEEL ^ S MAIIDH 6NLpNG CDDDR SRX.WALK, � TIF- TRA WJiXINC E p1YNT PER E%IENSCd TOP k BOT. ;7\a RAMP 'ANALL LYE N.SWfAE SLDPE PLANE W/ 1TAW YW. SURF'AGE W'AIIPN+9 AIN WO&S ROPE MIpDNAlO'S REP. Q g N C RAW L. .D SMALL NAVE A GROSS $APE GY. 6 2Xr MA%. VING_ OW&L W AI}. DL9EGRDNS T7' 12' 0.6 w4 aCOURFD " 6 1/2• FOAM WRAP WITH SEALANT C i g3 Accessible Accessible Ex c Entrance Entrance 6 MAL aC a vAK 0. C, I r rceAR ` � ��� �� °� FINISH GRADE s- El I' r5 WFBA = LONG. aN 1 _> M<i2• START MCT LEVEL STMT AT 11 OSUNBIiJPALE. TWq PT7G mIEEL NOTES LAW. LIVEL LANDING jj ESOP g AB' PAINT MARKINGS TO BE APPLIED TO ASPHALT MEN OUTDOOR TEMPERATURE EXCEEDS AGGREGATE BASE, r.... Iw ... a4 "PRE OCCURS1 II po FELT 2. ALL PAFRGD20 STALL MARKINGS SHALL BE PAINTED MATE. n Y I N, 3 BLIP SHEET 11 3. ALL DRIVE THRU MARKINGS $HALL at PANTED YELLOW, INCLUDING 'DRIVE THRU', ENTER', 352... 4 1/2n x 4 1/21K 353.. 4 1/2n x 4 1/2'THANK YOU ALL DIRECTIONAL ARROWS AND DRIVE THRU LANE MARKINGS A DRIVE THRU PAINT SHALL CONTAIN GLASS CRYSTALS FOR ILLUMINATION-`'�-�ti CLEAR DECALS, BLUE TYPE 5 CONTACT: I GDwa ACTEp aaruaG R T N 8'0 CONCRETE FOOTING 'PAVEMENT STENCIL COMPANY' u II. JI P.O. BOX 815755 LONCWDOO. FLORIDA, 32721 PHONE: 1-800-i%_Mi7 -SLY HANDRAILS MOUN SLEEVE RLL A• 6• 6• FAX., 407"WO-9312 INTO A CONC. MWND TUBE W/ POUR PIER k GROUT STONE NON -SHRINK GROUT TB ASSISTANCE SIGNAGE — DIRECTIONAL 15 DIRECTIONAL ARROWS TEMPLATES IT HANDRAIL DETAIL 7,+,1 WHEEL STOP DETAIL ,r'� 6" DIA. GUARD POST SDI _ SPI ryn SOT 12• = 1'-0•1'-01 / 1 1/2• = SDI J/1'=1' -D• W/ FOAM WRAP i , ' �. m ' R ' _ N O Em Thm R1KGndd Yp Hui ANG FiRah window whefe There wB-LL is PFTW mOumanda (NEEUIPCTUArepad and )enc• HOOGing'$NIR1�1i[OdNA6sIF,}TTntO Available Al Thia Window Ekaltle L) N wLLJ M Illxxx WaM101Ifu.IX_- .— ,K: �• 'Ml K irtr PLE45E ASK nT - 15ipX' O M 93A.......6" X 6" '""Yr" '"`'" slssryPCFns CrRau1PR Sign Type # 772 1= w Is,, TA.11wI z g x - I� X21 ASSISTANCE SIGNAGE — ENTRANCE ,B ASSISTANCE SIGNAGE Ii ASSISTANCE SIGNAGE �� ASSISTANCE SIGNAGE W ASSISTANCE SIGNAGE m, _ - �, _ 971 _ �1 _ �1 _ � SQ�1 HWY r HEX NOTES- TOP HUE (GALVANIZED)L B NOTES: • TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE 2 PLS Fl Fc7_RI_rel. CIRCUIT: 120/1/60, AMP PIER DEPTHS REOLRRED ARE MINIIAUWS, ALL PIERS TO EXTEND TO MOST CLAM CANNOT ACCUMULATE ANCHOR RODS, NUTS, AND WASHERS SHALL SHIPPED AS SFIRSTECOND SECOND CIRCUIT: 120/1/60. 10 . AS DETERMINED Or LOCAL JURISOICDOR • TOP OF PIERS SHALL BE SLOPED SUCH 7HTAT MOISTURE CANNOT AACCUMUIATE AN ASSEMBLY FROM THE ENCLOSURE MANUFACTURER C 2-- - PLATES R ThnnM you for Your order. Please AL1p AflMMW/l ALLOWABLE USFJLAC SOIL BEARING PtlNE55UR€ 1QTI PSF/FT OF DEPTH (X2) CERTER OF (GAIVAN12ED), 2 PLS • Ln y g s SHIP WEIGHT: TBD LBS. • ALL Att NPORCINC STEEL. BY GENERAL CONTRACTOR. I'-B 1/2" BOLT PATTERN b _ Proceed MEDIA PLAYER: COATES B- HEAW HE = s to the SCREEN AREA: 20 SO FT9 (GALVANIZED) next "� A�, H o, , window. � =�•' TOP TO SHED WATER - -- - -- _ � +'� GRACE 1 '�' HOT DIPPED y yABSTNEll `•� '•� 4 1/Y OONDADON. r • _"'ANTZED a m se EL. a0 -3 REF ANCHOR RODS '+ Og O' REF] _ ® o ILOYSTTIHBEO SOIL , -A. O M3 �A3 a-- CENTER Oi te m • . NJ BOLT PATTERN I a) 3" DIA ANCHOR RODS 1 PLATE 0 I n c s 2•X"' STEEL PLATE 2 X2'Xi' PLATE 0 0 rn � s N0, 3 T'ES, r D" C/C A N C H 0 R B 0 LT PATTERN EWES ROD sT SES g�EL; -11ff :pILWrROC CODES WERE VSED IN OESrGN: -ALI, FOOTMS sm" BEAR ON no UNDISIURSEO -STEEL PIPE 9ECNpN: ASTM A53 OR A252 TYPE E GRADE 2616 FILL KSI) -CSC -ASCE 1-10 -ACI 319-T4 RES-DUAL SOIL AN➢(OR ENCIREERED EARTH COMPACTEDB (Fy.35 10 9619 OF ITS MAX 0MDRY DENSITY AS PER ASTM 0 -HSS ROUND SECTION ASTM AMC CRAZE 8 (Fy 42 NS}) 616-7a [57AN0ARQ PROc40R} IRILESS NOTED OTHERWISE -HESS SOMAIK"'ECTANOOUR' SECTIONS: ASTM ASOO GRADE • I (3 IN TOP 5 INCHES) SUPPIAE0 BY GENERAL CONTRACTOR). / rt NOTES: • TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE -RISC 360-TO �! MSC Sal-t9 ..ALL TAE'S Tp EX1EN0 T@ T DEPTH AS GETFRAHED -AWS 01.1 B1' LOCAL :HINT .R'OICYGI (FHEWEp ANCHOR RODS RiTM F17ya OR 55. AN -yam SPEED 110CMPH (LRTWATE WFMND WEED) -TOP OF PIERS BE SLOPED SUCH THAI M06 DARE ACCEPTABLE ALTERNATNE IS ASrM r15SA GR 55, $I WHEN A e• -SEISMIC D.0Ok -Ss 9655 S1 0.3,3 F ACCUMULMSMALL -MWNAA CONFORM ETH MCD AILD'S TH (CC-3.00o PCO $HALL }WEIR MC CASs-W-PLACE CONCRETE THE TACK WEA END THE GAL N THREADED AND THE ROOt NUI TACH GEES, PANNE 46 TRUCT IRAIION, -STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES AMC CANNOT ACCUMULATE ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE ENCLOSURE MANUFACTURER Q S U -StlP 0.557 Sdt 9,362 SE16WL DESIGN GTEFROM G SKCIFTION 2.S SPECIFG8BN5 SECTION 2�L3-A OF ADMIXTURES SMALL CONFORM TO MCOOKV.O'S PLATES, ASTM A30 -REIRiMRO[MEHY; ASTM A615 GRADE 66- BY GENERAL (6) /6 BARS Ea. SPACED) SUPPLIED DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE LEBASE L SJOTLaUMS FED THROUGH HOLE Ia BASE PLATE pLq1 G N -DESIGN LOADS CLAMED FROM TERSE CODES AND FORCES -USE CAST-01-PlACE CONCRETE SPECWWATION SECTION 2,6 COKIRACTOR 8Y GENERAL CONTWACrDR. >)' HUTS z a -AXIL_1206 LBS -SHEAR- LBS -MR ENIERLUNVEHT SMALL CONFORM WITH MCDCNALD'S CONCRETE 9PE0}FMATgNS 2;6-A AND -NUI$: ASTM AS[L3A. 11ErAW HEX -WASHERS: ASIM II ATS A, HDD. (2 PLS) SES Y 4, -MOMENT-. a,2a 1. i(-FF CAST-IN-PLACE 2.13'•A USE ASTM A753 CLASS G DT GAPPED CALYANIZFA 8CLi5 2'%i'Xi' PLATE f!3 d. ALL FGORNG EXCAVATIONS ARE TO BE CLEAR OF WATER AND if]gE.IG1F WRIER BEFDR€ PLACMHG GOINCYIEIE -HATER CONTENF RATHO 51111E CONFORM TO MCDOHALO�S ANO iASIEHERS. CAST-IH-PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A -AMANDA R00S.. HUTS, AND WASHERS SHALL BE SNIPPED + A ' ONCITETE FOUNDATION -MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE OF FM ( -FOUNDATION CONCRETE TO TESTED PER MCOGWV.O$ AS AH ASSEMBLY rROU THE SICK/UGIII.IG MANUFACTURER 4 \ 'X2W' ! SITE00 �SOIL. CONDITIONS TO BE CONFIRMED Sy CAST-F4-PLACE CONCRETE SPLW^I7CATKTNS SECTION 3.1a -NO FIELD HEATER' TO BEND STEEL SAMLL � ALLOWED WITHOUT ENGINEER'S APPROVAL e n. L£M'EUHD PLATE CEOTECOUCAL E110WLER, IF ASSUMED S31L CONp7AY>r.. ARE -PROVIDE A MINIMUM 3' Or CONCRETE COVER gVER ALL -OO NOT LUT AAKi1p1 8046 ATIiR INSTALu116R Or POLE NUT HDGul Not PRESENT. rQUNGA%N STALL OC DESIGNED BY A. LICENSED STRUCTURAL ENGINEER TAXING IN TO ACCOUNT EMBEDDED STEEL. -REINFORCE CWT PLACEMENT SHALL C(=TO -AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE PAINTED WRIT AN ENAMEL PAINT TO INNER CORROSION I L - c 8 ACTUFI. SITE 591E i."LINDITID115 -TOP 6' OF SOIL WAECTED 1N EMBEDMENT OEP1H MCOONALD'S C,W-IN-PLACC CONCRETE SFEC+FICATIONS BY SECTIONS 3.2 k 3.5 PERFORMED. By GENERAL CONTRACTOR ENO RECD D PERF SMALL NASA BE AEI WITH AWS pi,1 BOOS TD BE SET IN ACCORDANCE WITH MDL LATEEN COMWINCSC 3" COVER a��., r. , ? U III a CALCULATIONS (EMOIENT DEPTHS SHOWN ARE F14MM EC�ELIRCAL CCTNiTLA01IXr i0 PROVIDE INrORAAATW011 OH -ANCHOR C00 NOT PLA.CODE OF MI OPOLES ON�CONCRETE IXNTIL CONCRETE' COINCRE'tE t SeCnw MANUFACTURER IINNli INSMUCTIONS FOR ADDITIONAL udoAWAFAXP DR. A FOUNDATION C CQN NECTI�N o OoROiAT AND ELECTRICAL RepLAREMENI$ MRS CURED PER YCDDNALD^S GST-IN-PLACE SYEOSiCATION $0C'TIUR 3111-Eco _ -DETAILS - •- r Q ® a N � MENU BOARD 00r1-I SCALE. NTS N gli t'!15 29' jlb 26.6" NOTES: NOTES: TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE HEAVY ]' HEX TOP NUT (GALVANIZED), _� ( )` _ _ , e FS1 ,A1 _ ELECTRICAL FIRST CIRCUIT: 120/1/60, 15 AMP • PIER DEPTHS REQUIRED ARE MINIMUMS. ALL PIERS TO EXTEND TO FROST ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE ENCLOSURE 2 PL-' Q i •J c SECOND CIRCUIT: 120/1/60, 10 AMP DEPTH AS DETERMINED BY LOCAL JURISDICTION • TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. MANUFACTURER WASHERS) -{y,'ALVAN4'E0 � $$$gi. N SHIP WEIGHT: TBD LBS. • MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE 100 PSF/FT OF DEPTH (X2)BOLT CENTER OF 1 _B 1/2' PATTEAN 1 , 2 PLS 5 'Z MEDIA PLAYER: COATES • ALL REINFORCING STEEL BY GENERAL CONTRACTOR. 6' HEAVY HEX e 3 3 R-■ c SCREEN AREA: 10 50 FT $LpPE TOP 70 SHED WATER. LING NUT (GALVANIZED) ■ii ffLeS� V � r vi 0 GRADE a 1/z" i/CLi� RBr r/ Fab E �' HOT DIPPED vIWIEEO ANCHOR RODS m N NOISTURSED SOIL -A' a' CENTR OF w gt� LIF PATTERN u a PLATE m1� I T - 13 e 4) 3' DIA. ANCHOR RODS A y 2k2'7Ij PLATE m 1 MEW "=` 'SHALL ON FIRM WNDISTURBEO s -STEEL PIPE SECTION: ASTM A53 OR A252 TYPE E GRADE b 2`X2 ' STEEL PLATE B ANCHOR BOLT PATTERN EAOEO ROD 0 -THE FOULQ*ING CODES WENS USED IN DESIGN: -Coc 2016 -MCL INCAS' BEAR RESIOLMN. SOIL AND/OR ENONEEREU EARTH nU, COMPACTED B (FY-35 KSI) a 4 -ASCE 1-10 TO m OF ITS IAAXI" ORT DENSITY AS PER ASTM 0 -HSS ROUND SECTION ASTM A500 GRADE B (Fy A2 KSI) �c -ACI 319-1. 698-70 (51ANDARD FIItDCTORj UNLESS NOTED OTHERWISE -HSS SQUARE/RECTANWA AR SECOONS; ASTM "OD GRADE 3M1-IO NO. 3 TIES. 10" C/C -MSC 3611-10 k AMC 01.1 -ALL PIERS 70 EXTEND Tp FROST DEPTH AS pETERNWEO B (Fy 46 KSI) Vy r (3 RL i0P S INCHES) NOTES: O 'ANS -M1MO SPEEQ IND YPM (ULTIMATE WINO SPEED) -TOP PIERS • LCL BE SLOPED SUCH THAT Mty5fl1RC -HEADED ANCHOR RODS ASTM r1554 'ER 35, AN FIT" ACCEPTABLE ALTERMATME IS ASTM F1•,.Sa OR y5, gE WHEN a a p SUPT'LTEp BY GENERAL CONTRACTOR). • TOP OF PIERS SHALL BE SLOPED SUCH jWMi MptS1LIRE CANNOT ACCUMULATE V -ENROSURE C -SESMr, DESIGN. CANNOT ACCUMULATE -MINIMUM CONCRETE SIAENOTH (Ft.3,000 PST) SMALL THE EMBEDDED ENO OF THE ROD 15 AHD THE HUI TACK WELOED PAID* TD GALVANIZATION s + ANCHOR RODS. NUTS, AND WASHERS SNAALL BE SHOPPED AS AN ASSEMBLY FROM THE ENCLOSURE MANUFACTURER LECTRICAL. CONDUITS FED THROUGH HOLE O -SM r 0.655 51 - 0303 -$IF - tl.55] SO - 0,362 CONFORM WITH ML'ODNALOS CAST-NF-PLACE CONCRETE SPEpF]ry100N5 SECTION 2.13-A -STEEIL ANCLES, CHANNEL$. STRUCTURAL SHAPE$ AND PLATES: ASTM A36 B) 16 BARS ED. SPACED) SUW+LIEB DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE BASE PLATE r4 c SEISMIC DESIGN CATEGORY 0 -oE9OIA LINOS OERAIE6 FROM THESE CODES AND FORMS .-USC OF ADMIXTURES SMALL CONFORM t0 MCOOMALDS CAST-ea-PLACE CONCRETE SPECIFICATION jECGFAAI 2.6 -REWORCEMENV ASTM A615 GRADE W- EN GENERAL -KOS: 4 GENERAL FACTOR. /IN 7)' NyTS IOD. (2 PLS) m rn k� q k. j Q -AXIL- 350 LBS -SHEAR- 517 LEIS -MOMENT- 2,:92 X-FT -AIR ENTERTAIN SHALL CONFORM FIY14 MCDONALO'S CAST-Ra-PLACE CONCREFE SPECTJCAT*NS M-A AN0 AST- 'AVT$: ASTM A563A, iN;AVr !¢]C -WASHERS: ASTM i9aA A36 4 a v a -Ail, FDOTFHC. EKCAVATION9 ARE TO BE CLEAR OF WATER 2.TS-A -USE ASTM Al $.3 CLASS O OT DIPPED CAALVANWEED BOLES TND FASTENERS- + ONCRETE FOUNDATION FLAT WASHER HDC lil J Q N AND FaREM.M MATTER FIEFORE PLACING CaNCRETE -INNER CONTENT RADA 514LL CONFORM TO MCDCMgD'S GST.AIN-PLACE CONCRETE $PEN7FIGTIORS SECTIgt ZIS-A ITapS. N4lrw � WASXIERS SMALL BE SHIPPED Q GO U F a -AILNIYUY A}LOWABI$ LATERAL SOIL BEARING EgiESDATRE OF Epp P$i:%R X2 -FOUNDATION CONCRETE TO BE TESTED PER Mc`i.10NALOg A$ AH A$$EM$CY FROM FHE STGH 1'Hr1Np MAHUFACrURER a + e 4 • \ FLAT WASHER HOG W U O -SITE C INCH$ TO BE OpLF1RM(D Ry SDk, CAST- N-PLMOE CONCRETE SPECEFIGE1LN S SECTION 3-IA -NO FIELD HEATING TO BEND EL SHAL. BE ALLOWED WITHOUT EtisIOECR'S APPROVAL 4 H Y W GEOYECHNICAL ENG NWER, IF ASSUMED SpA COtIL1ITlON4 ARE -i'DO` k MINIMUM 3` OF CONCRETE COYER OPER ALL EMBEDDED STEEL _DO NOT CUT ANC1NR RODS AFTER IN$FALLATION OF POLE 'NUT HDG 2 a F E Nor PRE$CNT, rOUIIDAIVN SHALL BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER TAXING IN TES ACCOUNT ACTUAL -REINFORCEMENT PLACDMENT SHALL CONFORM7 TO MCODAMLO'S CAST-W-PLACE CdNDRETE SPEL�IGTtpNS -AFTER INSTALLATION, ANL. EXPOSED STEEL SMALL 8E PMNTEQ WITH AN ENAMEL PNMT Ta INHIBN COIN � �� � I� W z SITE SOIL CONORN]NS -TOP 6' OF SIL NEGLECTED IN EMBEDMENT DEATH SECTIONS 3.2 IN 3,5 FNYIPOt GENERAL CONTWICIOR ANT FIELD WELDING SHALL FIRST BE %%RIFTED BY 3• COVE W O W •� 0 / O D4d311Ai1pHS (Etr✓3CaIEN! DEPTHS SHOWN ARE FROM ppAAppEEjj GELECIIFICAL. INFORMATION -AWROR RODS ID BE SET EAI ACCORMNLE TWIN AISC Sy0 CODE OF STAND&" PRACTICEAND -0p NOT PUCE POLES ON CONCRETE IAIATIL CONCRETE ENGINEERRFORMED INA E WITH AWS 01.1 ib D PERFORMED INSIwNCT10HS FOR AOOOIpNN, wFpaMAFgIN (' p� FOUNDATION 2 OIR (C j C J N N E CTi ON DETAILS F � i � 0 S CpVTRACTDR iO PRO'Y1DE GIN CONDUIT AND ELECTRICAL R[pAREM{NTS HRS CURm PER MLDpNALTS OAST-m-PLACE CONCRETE ', QIwo 6 rn SPECIrtCATION SEC4014 111-C 21 PRE—BROWSE BOARD /� 0011.1 SCALE: NTS �DL .4 S �a EXISTING PLANT LEGEND T REINSHOMTIIN MAGREY • SYMSOLI, 'Kyy'j MTAW-AL MWE K:4M!AigN TREES ACEAETSEN SCARLET i yl� CARUETSENIINEL' MAPLE -� 5R' FRAUNUS PENSYLVANICA ONEENASH W PLATANUS ACERIFOLIA-TA-D' LONDON PIAW TREE . 1 B, ARBUNSUNf90®T9. Rm11VA10R1{T COMPACTA' T11[R r.. mEe TO Rtb" r 1 8HI1UBa N AWPANTHUS AMICANUS'ALDUS' mlY r � rLs ISE. • I O ! DIETES VEGETA FORT IT µY r PiTTOSPORUM TOBIRA `NNCUL� NMEELERII' ! PN04LWYM TP381t �AUry VARIEOANAT fI.A.Y RPHOTINIA FRASERI fMAGE1T9 PNOfyµ `� ]B' ,EURYOPa MUNLHKIN �rrlE rTwtIIR4s BOULDERS-FIELOVERIFYLOCATIONS REMOVE (E) COBBLE AND BENOERBOARD IN SWALES AND ADD GRASSES. TYP. —,L REMOVE (E) ROSES AND REPLACE WITH DROUGHT TOLERANT GROUNDCOVER ADD DRAINROCK AT CURB CUTS TO f SWALES, TYP. - I a� r I I I I � I � I TOP DRESS ALL AREAS I WITH WOOD MULCH, TYP. (E) TREES AND SHRUBS TO REMAIN SHOWN IN GREY. PRESERVE AND PROTECT IN PLACE, TYP. 1 PRELIMINARY PLANTING PLAN GI I- . 2114 - WATER CONSERVATION CONCEPT LOW FLOW DRIP SHALL BE INSTALLED IN ALL PLANTERS, UTILIZING EXISTING DRIP VALVES, PIPING AND SLEEVES AS POSSIBLE, ALL NEW PLANTS ARE GROUPED INTO "HYDROZONES" AND IRRIGATED SEPARATELY FROM THOSE WITH DIFFERENT WATER REQUIREMENTS. IRRIGATION SYSTEM SHALL BE EQUIPPED WITH A WEATHER TRACK CONTROLLER CAPABLE OF DUAL PROGRAMMING. FLOW SENSOR LEAK DETECTION AND AUTOMATIC SHUT-OFF TO BE PROVIDED AT POC. ACER RUBRUM MYOPORUM PARVIFOLIUM CAMPSIS RADICANS HELICTOTRICHON SEMPERVIRENS PLANT DROUGHT TOLERANT ACCENT PLANTS BETWEEN (E) BOULDERS FOR INTEREST AT CORNER - - PLANT BARE AREAS WITH DROUGHT TOLERANT GROUNDCOVER, TYP. _ COIR MATTING TO BE PLACED ON DISTURBED SLOPES 3:1 OR GREATER, �-WITH '+WALK-ON LOCK IN WOOD MULCH CAREX TUMULICOLA RHAMNUS CALIFORNICA 'EVE CASE' NANDINA DOMESTICA 'FIREPOWER' ADD SCREENING SHRUBS TO FILL IN BETWEEN (E) EVERGREEN PERENNIALS REMOVE (E) POTS FROM TOP OF WALL. — ADD (2) NEW PARKING LOT TREES FOR SHADE 0 10 20 40 80 80 6'ALE: V-20-0" NORTH PLANTING LEGEND SYMBOL SIZE QTY. MATURE BOTANICAL WUCOLS* COMMON $ • HEIGHT NAME WATER RATING NAME z s" TREES "H,L.M w a $ HIGH, LOW, MODERATE ,� ACER RUBRUM RUBRUM m S 15 GAL. 2 30'M SCARLET MAPLE w S o 'SCARLET SENTINEL' z = TO MATCH EXISTING V a a � SHRUBS AND PERENNIALS PHORMIUM TENAX ERIGERON KARVINSKIANUS PRESERVE AND . PROTECT IN PLACE ALL (E) ONSITE AND OFFSITE- , TREES r i p „ LINEAR ROOT BARRIER SPECIFIED. DO NOT USE PLASTIC BOX BARRIERS Q 5 GAL. 21 4' RHAMNUS CALIFORNICA L J' o - 'EVE CASE' ® 1 GAL. 93 3' BOUTELOUA GRACILIS L BLUE OAT GRASS PLANTING: w 'BLONDE AMBITION' a 1 GAL. 77 2' CAREX TUMULICOLA L O 1 GAL. 10 18" ERIGERON KARVINSKIANUS L 4D 5 GAL. 25 3' DIETES IRIDIOIDES L YELLOW. TELEPHONE AND OTHER UTILITY POLES, GAS AND WATER METER, AND MAINS 'JOHN'S RUNNER' O 1 GAL. 5 3' HELICTOTRICHON L 4. ALL SURFACE AND SUB -SURFACE SWALES, DRAINAGE STRUCTURES AND J a SEMPERVIRENS O 5 GAL. 29 3' NANDINA DOMESTICA L 5. A LICENSED LANDSCAPE MAINTENANCE CONTRACTOR WILL BE RETAINED TO 'FIREPOWER' 5 GAL. 2 7' PHORMIUM TENAX L Q O VARIEGATUM' VINES d m APPROXIMATE. 5 GAL. 3 15' CAMPSIS RADICANS FLAVA L U Y 7. PLANTER SOIL SHALL BE AMENDED AS DESCRIBED BY A LABORATORY SOIL ¢ w a GROUNDCOVERS / MASS PLANTINGS EVE CASE COFFEEBERY BLONDE AMBITION BLUE GRAMA GRASS BERKELEY SEDGE g o aGrH BIODEGRADABLE WEED SUPPRESSANT AND TOPDRESSED WITH A 3" J' o - rn E FLEABANE "' m r n r FORTNIGHT LILY off _ 3 BLUE OAT GRASS PLANTING: w C v m � DWARF HEAVENLY $ I a a BAMBOO V! NEW ZEALAND FLAX a Nez E UTILITY BOXES, MANHOLE AND OTHER UTILITY VAULTS, = 5 FT. YELLOW. TELEPHONE AND OTHER UTILITY POLES, GAS AND WATER METER, AND MAINS a TRUMPET VINE R 1 GAL. 3,442MYOPORUM 30" OC S.F. 6 PARVIFOLIUM L WHITE MYOPORUM SITE FEATURES - TYPICAL NOT ROOT BARRIER: INSTALL AT TREES (EXCEPT PALMS) SHOWN PLANTED 5' OR LESS FROM CURBS, BUILDINGS, OR PAVEMENT. USE COPPER MESH 16.011 COPPER AVAILABLE FROM HOWARD WIRE CLOTH COMPANY, HAYWARD CA (510)887-8787, OR 24" LINEAR PLASTIC PANEL FROM DEEP ROOT OR EQUAL ----I NOT COIR MAT EROSION CONTROL ON DISTURBED SLOPES I SHOWN 3:1 OR GREATER. LANDSCAPED AREA: 12,330 S.F. kNr GROUND COVERS TO EXTEND UNDER SHRUBS AND TREES WHICH IS NOT SHOWN ON THE PLAN DUE TO LEGIBILITY CONTRACTOR TO INCLUDE SUFFICIENT PLANTS TO ACCOMPLISH THE SPACING SHOWN IN SHRUB BEDS TO WITHIN 3' OF EACH PLANTED SHRUB GENERAL NOTES vai � v -oob b 56 s2aa C r�1l�w >' Q� :y{[5 n I. ALL PLANTING AREAS SHALL HAVE A 2" LAYER OF ORGANIC COMPOST. ROTOTILLED TO A DEPTH OF 4", THEN COVERED WITH RECYCLED PAPER AS A o aGrH BIODEGRADABLE WEED SUPPRESSANT AND TOPDRESSED WITH A 3" J' (MINIMUM) DEEP LAYER OF 3/4" MINUS WOOD CHIP MULCH. - 2. REFER TO ARCHITECTURAL AND CIVIL PLANS FOR DESCRIPTIONS OF * ik ELEMENTS NOT IDENTIFIED ON THIS PLAN. off 3. OBSERVE THE FOLLOWING MINIMUM SETBACK DISTANCES FOR TREE PLANTING: BETWEEN STREET TREES = 30 FT 3 $ I a & DRIVEWAY CUTS AND FIRE HYDRANTS = 7 FT. UTILITY BOXES, MANHOLE AND OTHER UTILITY VAULTS, = 5 FT. TELEPHONE AND OTHER UTILITY POLES, GAS AND WATER METER, AND MAINS R z Q 4. ALL SURFACE AND SUB -SURFACE SWALES, DRAINAGE STRUCTURES AND J a PATTERNS SHALL BE MAINTAINED. 5. A LICENSED LANDSCAPE MAINTENANCE CONTRACTOR WILL BE RETAINED TO PERFORM ROUTINE MAINTENANCE DUTIES. Z o Q O B. LOCATIONS AND QUANTITIES OF EXISTING LANDSCAPE MATERIALS ARE d m APPROXIMATE. } U Y 7. PLANTER SOIL SHALL BE AMENDED AS DESCRIBED BY A LABORATORY SOIL ¢ w a ANALYSIS. ORGANIC COMPOST AND AMENDMENT TO BE USED. z _ a g y B. LANDSCAPE CONSTRUCTION WASTE TO BE RECYCLED PER LOCAL CODES 00 § C AND REQUIREMENTS. w o 9. OBTAIN ALL MATERIALS LOCALLY (WITHIN 50 MILES) AS POSSIBLE. gc 3 a00 II 10. EROSION CONTROL MATTING TO BE USED ON ALL SLOPES 3:1 AND GREATER. 11. EXISTING TREES TO REMAIN TO BE PROTECTED PER ISA CERTIFIED ¢ �� ARBORIST AND/OR LOCAL TREE ORDINANCE. ISe FLOOR PLAN hi. SCALE: 3/i6" t'-0" GENERAL NOTES 1, ALL DOOR CLOSER TO ALLOW Sats MAX OPENING FORCE (TVP, OF ALL DOORS). OR REPLACE CLOSER WACN4021XIB (FOR EXT. DDOR5� AND LCN-1481 V RESTROOMS 00045). DOOR CLOSING STEED FROM 90 DEGREES N. TO AN OPEN PDSITION t2 DEGREES FROM LATCH SHALL BE AT LEAST 5 SECONDS. 2. 5% OF (E) OWINGAREA SEATS TO BE ACCESSWLE ./ MIN. KNEE SPACE 27'H x 30'W x 19'D. EACH ACCESSIBLE TABLE 'SHALL BE OENONATED THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. (BY OTHERS) 3. SEE 7/A3.O FOR EXTERIOR WALL ASSEMBLY TYPES, 4. SEE EXTERIOR ELEVATIONS FOR WINDOW TYPES 5. SEE SITE PLAN FOR SIDEWALKS, RAMPS. ETC. 6. CC TO PROVIDE ADA SIGNAGE PACKAGE AND INSTALL SIGNS A7 LOCAT10NS AND POSITIONS INDICATED IN PACKAGE OR AS RECULREO BY LOCAL COSIES. SIGNACE PACKACESUPPLIED BY; FORREST PERMA.SIGN t-800-214-9765 9292 1ST ST., BOX .SW NrvwJarrAstP4mloipm.com NEW ROGHETIE. Ry 10602 7. REFER TO CVR3 FOR ACCESSIBLE SEATING DETAILS A2.1 F } + +d ------------ R +F gc1-1 3 9 :� o II + r6 + +- _ P1 I I PLAYPLACE 6 DINING Y I 1R._tl. 102 ���III���III Y I i Id nl $ I I a v 7 IA ra � �• + I Y 4 a 7 xl II ti rn FW Off j. - L i ff� PLATOVACE ,] f0 110312 o az.o ' + $s SY SC EI„(�RY DDBNG If _ 51 - - - R DUEOil M + $ e 5 105G sb + # # + + R y .slaht j + + „ O Ws _J IE ] + 10 TER I r.—__ 4.1 E X, oil jig + + I a ir 0 3O' S 10 15 20 SIM- 2 SIM, .4 A2. SCALE: 3/16"=1'-0" v+ NORTH ® gg m KEY NOTES LEGEND EXTEND GYP. BOARD ON ONE SIMPSON SIDE TO UNDERSIDE OF ROOF STRONG -TIE FOR DRAFfSTOP WHERE �7 (N) SEATING 8Y DEGi1R, VNQElt SEPARAT[ PERMIT {N) PROVIDE RAISED CHARACTER k BRAILLE SIGN O EA. 'lITC4' REQUIRED EXET DOOR DEFINED WITH AN OVERHEAD ILLUMNAA EXIT KEY NOTE S,RUCT. MEMBER OR STUD SPANNING 11 SIGN, MOUNT CENTL'RLFNE OF SIGN 6O" A.F,F, SEE DETAIL (E) NO CHANGE O 46'O... ? 3/AS3 FOR TACTILE EX15 SIGNS CONT• TOP PLATE BOTTOM CHORD O 4'-0" O.C. 6 (N) MODULAR COUNTER, SEE A4,1 AND DECOR OWLS CONT. 2X FIRESTOPPWG AT EXTENT 12 OCCUPANT LOAD SGN (TVP. OF 2) CONFIRM LOCA71OR WITH I �. WALL TYPE OF BACKUP TYR {NSI WALL WILL AT {E} 111NDp1W OPEHINO CONSTRUCTION MANAGER, LATERAL BRACING TO a,Y ,MET�IL_�- PAiiT{TIQ11. 11'PE: STRUCT. = 3 5/6- m L (E) DOOR. 1WTH (H) CLOSER - 3 Lei, MAX. OPERATING O 4-0' O.C. x IN A 13 PRESSURE ANO SWEEP PERIOD fR64 90 DEGREES OPEN Tp O DOOR TYPE m SPACING: 16" O.C. F41 (N) FINISHES AT SS T„ SEE DECOR DRAWINGS IT DECREES FROM LATCH TIL BE 5 SECONDS MIN, SND GUAG6 p 14 (N) ASSISTANCE SIGN AT SSBB, SEE DETAIL 12/SOI 1/2' GYP 86, 1/2" CLG AS LOAD BEARING: 18 > m r E5] (N) FLOOR F94ISHES. SEE DECOR DRAWINGS O WINDOW TYPE CEMENT BOARD DR SCHEDULED NON -LOAD BEARING: 20 0] U PLYWOOD R 15 (W) ISA pRECT10NAL 51i2,AGE, 'SEE WAIL I9/SDI SIDE AS INDICA ❑ ON WOOD STUD PARTITION TYPE: U Y (N) ALUMINUM CANOPY SYSTEM ABOVE »SEE 7/ASO FOR Z El NATES. SEE ROOF PLAN FOR pIAlENS101V5 FB�IISH SCHED ALL PARTITIONS TYPE 'A' UNLESS Q W Q 16 (N) ISA ENTRANCE SIGNAGE, SEE DETAX 20/SDI (E) WALLS TO REMMN NOTED OTHERWISE d < (N) iRELitS SYSTEM ABOVE - SEE 7/43.0 FOR NOTES. SEE BOTTOM 12' OF "A" 2x4 IL ROOF PLAN FOR OIMEHSIOHS (H) RESTROCM FLOOR AND WALL FINISHES TO MATCH ® (N) EXTERIOR WALLS BACKUP TO BE U , 17 "A1'= 2x4 W/BATT INS. p L7 w 9 E7RSTIND CEMENT 80A�R0 - 'B" = 2x6 c O Y Z .} $ 6 (N). INTERIOR PARTITION WALL SEE DEYdIL 2/A1.0 MIN- 1/2' ABOVE FLOOR 1B LN) BRAND WALL, SEE EXTERIOR ELEVATIONS AND' 0 (N) PARTIAL HT. INTERIOR WALLS, SEE DECOR DRAWINGS SLAB AS "B1'= 2x6 W/BATT INS. € 0 00 =O STRUCTURµ OR WINGS FOR DETAILS 'C' - 2x8 3 - to to 0 �9 (N) RESTROOM PARTITIONS SEE A+.O FOR FIXTURE DETAILS a (N) INTERIOR PARTITION "C7"- 2x8 W/BATT INS. 6 18 (E) LOCKERS TO BE RELOCATED. AT LEAST I LOCKER UNIT '• '•` 'D 1' SEE DTL 3/A1.0 fO (N) ASSISTAN16/SDI PATH OF TRAVEL CE SIGN #779 AT CUSTOMER SERVICE COUNTER, 3 3/AK MADE ACCF:SStBLE ENSURE AOA DOMPIMNCE As PER - _ ` x SEE DETAIL / 2`� INTERIOR PARTITION STUD SPACING: 16- D.C. A`0 T BRAND WALL ELEV. + 27'-8" Y /PARAPET ELEV, + 201-0" BAWNING ELEV + 9'-6" T WAINSCOT ELEV. (t � ISTING FRONT ELEVATION - A2.i1 3/16" = V-0" -L T BRAND WALL --- ELEV. + 27'-B' T PARAPET ELEV, + 20-0" B/ORNk THRU TRELLIS [1M�ERStiARE} _ ELEV. + 10-6" T SLAB 0' -0" --- PROPOSED FRONT ELEVATION (WEST) COLOR SCHEME: 'CRAFTSMAN' SCHEME (SEE ELEVATION KEYNOTES FOR MATERIALS AND COLOR SPECIFICATIONS) DEMO NOTES: I KEY M(E) GECORAT(K CORNICE/COPING 10 BE REMOVED E) FINISHES CLADDING TO BE REMOVED, PREPARE SURFACE FOR (N) J❑ (E) SIGNAGE TO BE REMOVED �,(E} AMNIA AND WPPORf STRUCTURE TO BE W.01M MF/Yr AN, FNyI SURFACE FOR (N) CANOPY / BOLLS E] (E) LIGHTING TO BE REMOVED fi❑(E) MCT+A IATFTC'E TO BE RELOCATED, REPAIR AND PATCH THE WALL 10 YAICN EXISTING J❑ REMOVE PORTIGN OF (E) STOREFRONT AND INFILL E] REMOVE (E) ROOF AND ROOF STRUCTURE AWMINUM CANOPY FASCIA SYSTEM COLOR: WHITE U CONTROL JOINT X —TYPE: 1 = MATCHING SPACING OF EXISTING DIES BELOW OR SPACE PER MFR'S RECOMMENDATIONS OUTSIDE CORNER STRIPS CS RONDEC AOIDOTSDA BY SCHLUTER SYSTEMS ALUMINUM; HEIGW:IOMM COLOR: DARK ANTHRACITE COMIERCIALSUPPORTOSCHLUFERCOM, (BOO) 267-0617 CM �FOR TADED D4ROMA. S�CIFICATIONS ASSEMBLY NOTES ON XX -COLOR: Cl = 'CTIYSCAPE' HOLLOW METAL DOOR - PNM TO MATCH COLOR �N OF SURROUNDING MATERIAL Q�GUARDRAIL ElUGHT FIXTURE - SEE ELECTRICAL rIYPEI Ll I UP AND DOWN SCONCE L2 = DOWN ONLY SCONCE L3 =RECESSED DOWN FIXTURE GC Kvty C2 . WACIE ACCENT LIGHTING - SEE ELECTRICAL XX—LED LIGHT: Ll + UP AND DOWN FIXTURE L2 + DOWN ONLY FIXTURE L3 INTEGRAL CANOPY FIXTURE L4 . FLOOD LIGHT T/PLAYPLACE EVPARAPET EL. + 2Y-3" T PLAYPLACE P ELEV. 7025 B CANOPY 24 ELN_ 9 6" l..__! METAL FASCIA (COLOR: CITYSCAPE) SEE 4/A3.2 X -TYPE: 1 PRE -FAB ANCHOR -TRE FASCIA - 2 =PPE -FAB CUSTOM ARCADE FASCIA ElMETAL LETTERING - BY OTHERS X —TYPE: 1 = 'WELCOME' - COLOR: SILVER 2 = 24'H X 3/4' THICK METAL ARCH COLOR: PANTONE 123C MJ MEN MEW JOINT OILEX BWBIDOGS BY SCHLUTER SYSTEMS COUOR: BLACK NS EXISTING MECHANICAL SCREEN ❑EXISTING METAL LATHE FOR LANDSCAPE ONES TO BE Mk RELOCATED AND REPAINTED %%-COLDER: C1 = WAYNESBORO TAUPE 1544 PB PIPE BDLLARO - PAINTED YELLOW ] PASS-THRU COIN COLLECTOR - OPTIONAL (RMHC) !✓•L 1 ROOF LADDER, PAINT TO MATCH SURROUNDING MATERIAL ROOF DRAIN OVERFLOW PIPE PAINT TO MATCH SURROUNDING MATERIAL S WDONALD'S SIOWJX BY A;RS OTT - UNDER SEPAryATE PERMIT. SEE SIONNd SUPPORT NOTE ON THIS KET. LJ METAL LOWER SCREEN PANEL LJC1-.COLG4 Cl = YBYSCAW BY METAL -ERA I g11 STUCCO EXTERIOR FINISH XX-'TYM (COLOR -SEE COLOR LEGEND) C1 WAYNESBORO TAUPE 1544 C2 IRON MOUNTAIN 2134-30 C3 = CAPE MAY COBBLESTONE 1474 TF ALUMINUM TRELLIS SYSTEM • COLOR: C1 = CITYSCAPE C2 WHITE C3 = CHARCOAL C4 = GOLD T2 ALUMINUM TRELUS TIE -BACK SYSTEM XX—COLOR: Cl CITYSCAPE C2 = WHITE C3 = CHARCOAL T3 ALUMINUM TRELLIS 2' X B' WALL FASCIA SYSTEM COLOR: CITYSCAPE TL TILE EUROWEST: E-'AOOD OOILECTgFI COLOR: R96tACk SQG 6'X]6` 7/4 RUNNING BONG WATERPROOFING SETTING MATERIAL AND GROUT: BY MAPEI GROUT COLOR: ULTRA COLOR PLUS - 47 CHARCOAL GRDUI WIDTH: 1/8" TO 3/16. CONTACT! JAN DETER, (714) 937-7500 Wl STOREFRONT AND GLAZING 1-1 = NEW STOREFRONT AND GLAZING - SEE ASSEMBLY NOTES 2 = EXISTING WINDOW TO REMAIN GO k a O 0, < Q j� j DO Q (yJ U J w LLJ Y W Q Of �a oo L) w G LLJo z I` w a �o r A2R0 T/PLAYPLACE PARAPET ELEV + 22'-3" rj�PARAPET ELEV + 20'-0" - XAWNINGV + 7/WAINSCOT ELEV. + 3'-li" T/PLAYPLACE PARAPET ELEV. + 22'-3" T PARAPET ELEV. + 20'-0" BCANOPY ELEV, + SLAB V. + 0'-0" EXISTING NON,—DRIVE—THRU ELEVATION (SOUTH) fit F°ROPOSEO INQN—QRAIE—THI4u ELEVATION ( QUTHi A2.o Blas• -)'_OR COLOR SCHEME: 'CRAFT MAN' SCHEME (SEE ELEVATION KEYNOTES FOR MATERIALS AND COLOR SPECIFICATIONS) 1❑ (E) DECORATIVE CORNICE/COPING TO BE REMOVED IINISH TILE CLADDING TO BE REMOVED. PREPARE SURFACE FOR IN) ]❑ (E) SIGNAGE TO BE REMI—D 4 D) AANING AND SUPPORT STRUCTURE TO BE RFM[hmL 16V" AND FINISH SURFACE FOR (N) CANOPY / WILL, ❑5 (F) LIGHRNG TO BE REMOVED 8❑ (E) MLTA4 LATTICE TO BE RELOCATED. REPAIR AND PATCH THE WALL 70 RAM EXISTING OREMOVE PORTION OF (E) STOREFRONT AND INFILL ❑B REMOVE (E) ROOF AND ROOF STRUCTURE ALUMINUM CANOPY FASCIA SYSTEM COLOR: WHITE �G CONTROL JOINT X -TYPE: 1 = MATCHING SPACING OF EXISTING EIFS BELOW OR SPACE PER MFR'S RECOMMENDATIONS CS OUTSIDE CORNIER ST IPS ROUGE$ ADMIS DA BY SCHLUTER SYSTEMS ALUMINUM; HEIGHTAOMM COLOR: DARK ANTHRACITE COMMERCIALSUPPORTOSCHWTER.COM, (800) 267-0817 ❑CORRUGATED METH PANCL - SEE ASSEMBLY NOTES ON CM AAO FOR AOGITIEREEL'SP�IFICATIONS XX -COLOR: Cl = "CITYSCAPE" D HOLLOW METAL DOOR - PAINT TO MATCH COLOR OF SURROUNDING MATERIAL CR GUARDRAIL LIGHT FIXTURE - SEE ELECTRICAL '"t L1 = UP AND DOWN SCONCE L2 = DOWN ONLY SCONCE LJ = RECESSED DOWN FIXTURE comC CG WHITE LE ACCENT LIGHTING - SEE ELECTRICAL XX -LED LJGNT: L1 UP AND DOWN FIXTURE L2 = DOWN ONLY FIXTURE L3 = INTEGRAL CANOPY FIXTURE L4 FLOOD LIGHT MF METAL FASCIA (COLOR: CITYSCAPE) SEE 4/A3,2 X -TYPE: 1 PRE -FAB ANCHOR-TITE FASCIA PRE -FAB CUSTOM ARCADE FASCIA METAL LETTERING - W OTHERS LXX -TYPE: 1 = 'WELCOME' - COLOR: SILVER 2 = 24"H X 3/4" THICK METAL ARCH COLOR: PANTONE 123C MOVEMENT JOINT DILEX BWBIOOGS BY SCHLUTER SYSTEMS COLOR: BUCK EXISTING MECHANICAL SCREEN ❑EXIST= METAL IArXC FOR LANDSCAPE VINES TO BE MX RELDCAIED AND REPWED XX -COLOR: Cl - WAYNESBORO TAUPE 1544 PB PIPE BOLIARD - PAINTED YELLOW I Pt l PASS-THRU COIN COLLECTOR - OPTIONAL (RMHC) RL f ROOF LADDER, PAINT TO MATCH SURROUNDING MATERIAL PO ROOF DRAIN OVERPIPE PAINT TO MATCH SURROUNDING MAIKL6Y! Mc0DNALD'S SIGNAGE BY OTHERS - UNDER SEPARATE PERMIT, SEE SIGNAGE SUPPORT NOTE ON THIS SHEET METAL LOWER SCREEN PANEL C' L- DLOM Cl - "CITYSCAPE" BY METAL -ERA T PARAPET ELEV, T/FREEZER WALL ELEV, + 14'-0" T� fYffJ¢�Cf71 TJ[NTRY BRAND tl7ALL ELEV. *2tl"-O' 7/PARAPET ELEV. T FREEZER WALL ELEV, + 14'-0" ETRELLIS ELEV, +B'-6" PSTUCCO EXTERIOR FINISH ��>CK -T&L- (COLOR -SEE COLOR LEGEND) 0'1 • WAYNESBORO TAUPE 1544 0'L = IRON MOUNTAIN 2134-30 C3 CAPE AWAY COBBLESTONE 1474 C. 1�_n-MdW�MFlr>t4-"!O ri A —0k. M TRE1M5 ST3TEM L0D01[. Ct CR5$L'/J�C C2 r WNRE C3 f CHARCOAL C4 GOLD Sd ALUMINUM TRELLIS TIE -BACK SYSTEM BCCI cmrs n C2 = WHITE C3 = CHARCOAL TS ALUMINUM TRELLIS 2" R B" WALL FASCIA SYSTEM COLOR: CITYSCAPE 7L EOROVEiT: E-MT1OO O011A"CIIGIu A'CLOIE RY KWA SW. 6`,m 1/4 RVKW iG BOND WAlERP010DPWC SVU4 MATER1{L AND GWA: BY MAPEI GROUT COLOR: ULTRA COLOR PLUS - 47 CHARCOAL GR 00 WIDTH: 1/8" iD 3/16" CONTACT: JAN DETER, (714) 937-75W WI STOREFRONT AND GLAZING 1 -1 - NEW STOREFRONT AND GLAZING - SEE ASSEMBLY NOTES 2 • EXISTING WINDOW TO REMAIN A2.1 TEVAPPARET EL 10 TELEFVRER WALL EZE+ 14'-0" B AWNING ELEV T/WAINSCOT T/PLAYPL22 ' ACE PARAPET L PL + E -3" T PARAPET ELEV, + 18'-2" T FREEZER WALL ELF B/DRWE 111RU TRELLIS UN4ERSCORE ELEV + 10'-8" T SLAB io EL ElC15TING DRIVE-THRU ELEVATION CNQRTH) A2.2 3/16" = 1'-0" _ /-2'\ \ PROPOSED DRIVE—THRU ELEVATION (N_ORTH �.� 3/18' = V -0- COLOR SCHEME: 'CRAFTSMAN' SCHEME (SEE ELEVATION KEYNOTES FOR MATERIALS AND COLOR SPECIFICATIONS) Ei (E) DECORATIVE CORNICE/COPING TO BE REMOVED E] FIN TILE CLADDING TO BE REMOVED. PREPARE SURFACE FOR (N) O(E) SIGNAGE TO BE REMOVED 4 (E) "MING AND SUPPORT STRUCTURE TO BE REW*M WOO AND FINISH SURFACE FOR (N) CANOPY / 14[LN9 05 (E) LIGHTING TO BE REMOVED Eg WE/)) OA Lkn;CYO EX70 BE RELOCATEO, REPAIR AND PATCH THE NG ElREMOVE PORTION OF (E) STOREFRONT AND INFILL EEREMOVE (E) ROOF AND ROOF STRUCTURE E] ALUMINUM CANOPY FASCIA SYSTEM COLOR: WHITE CONTROL JOINT X -TYPE: 1 = MATCHING SPACING OF EXISTING EIFS BELOW OR SPACE PER MFR'S RECOMMENDATIONS CS OUTSIDE COW12R STRIPS RONOEC ROIMT6DA BY SCHLUTER SYSTEMS ALUMINUM; HEIGHT: COMM COLOR: DARK ANTHRACITE COMMERCIALSUPPORTOSCHLUTER.COM, (800) 267-0817 ❑GORRUGATED METAL PANEL - SEE ASSEMBLY NOTES ON CN µ, O FOR ADDITIONAL SPECIFICATIONS X% -COLOR: Cl - "CITYSCAPE" HOLLOW METAL DOOR - PAINT TO MATCH COLOR OF SURROUNDING MATERIAL CR GUARDRAIL LIGHT FIXTURE - SEE ELECTRICAL TYPE: L1 UP AND GOWN SCONCE L2 = DOWN ONLY SCONCE L3 =RECESSED DOWN FIXTURE COMFIT C1. SILVER C2 WHITE aACCENT LIGHTING - SEE ELECTRICAL %-LED LIGHT: L7 UP AND DOWN FIXTURE L2= DOWN ONLY FIXTURE L3 =INTEGRAL CANOPY FIXTURE L4 = ROOD LIGHT MF METAL FASCIA (COLOR: CHVSCAPE) SEE 4/032 X -TYPE: 1 - PRE -FAB ANCHOR -TRE FASCIA 2 = PRE -FAB CUSTOM ARCADE FASCIA ML METAL LETTERING - BY OTHERS X -TYPE: 1 = 'WELCOME' - COLOR: SILVER 2 = 24'H 1 3/4" THICK METAL ARCH COLOR: PANTONE 123C MOVEMENT JOINT DILEX BWBIOOGS BY SCHLUTER SYSTEMS COLOR: BLACK NS EXISTING MECHANICAL SCREEN ❑EXISTING METAL LAME FOR LANDSCAPE VINES TO BE M% RELOCATED AND REPABAEO XX -COLOR: �� Cl - WAYNESBORO TAUPE 1544 IMI PIPE BOLLARD - PAINTED YELLOW E1 PASS-THRU COIN COLLECTOR - OPTIONAL (RMHC) RL ROOF LADDER, PAINT TO MATCH SURROUNDING MATERIAL RO ROOF DRNN (FI@RTLDMPIPE PAINT TO MATCH SURROMING MATERIAL McDOMLO'S SK Kia BY 011"S - UNDER SEPARATE PERMIT. SEE SIGNI SUPP"I NOTE ON THIS SHEET. Si METAL LOUVER SCREEN PANEL C"OR Cl = "CITYSCAPE" BY METAL -ERA T BRAND WALL ELEV. + 27'-B" T PLAYPLACE PARAPET ELEV + 22'-3" PARAPET ELEV 412F -Fr T/WAINSCOT ELEV + 3'-6" !/BRAND WALL ELEV. + 27-e" T PLAYPLACE PARAPET 22 T/PARAPET h EL 20 B/CANOPY $ ELEV. + 9'-6" ST STUCCO EXTERIOR FINISH XX-iWIE: (COLOR -SEE COLOR LEGEND) Cl = WAYNESBORO TAUPE 1544 C2 o IRON MOUNTAIN 2134-30 C3 = CAPE MAY COBBLESTONE 1474 Ax�s31-'go T1 ALUMINUM TRELLIS SYSTEM KK-COLOiL t1 OT'scor C2 = WHITE C3 - CHARCOAL C4 = GOLD T] ALUMINUM TRELLIS TIE -BACK SYSTEM XX-COECR CT CITYSCAPE C2 = WHITE C3 = CHARCOAL T] ALUMINUM TRELLIS 2" X B" WALL FASCIA SYSTEM COLOR: CITYSCAPE TILE EURpYE ST: [-WOOD COLLECTION COLOR R9 HLA4:K WE: 6"X36" 1/4 RUNNING BOND WATERPROOFING SETTING MATERIAL AND GROUT: BY MAPEI GROUT COLOR: ULTRA COLOR PLUS - 47 CHARCOAL GROUT WIDTH: 1/5" TO 3/16" CONTACT: JAN DETER, (714) 937-75M YIT STOREEIHINT AND "Q000 1-1 - NEW STOREFRONT AND GLAZING - SEE ASSEMBLY NOTES 2 = EXISTING WINDOW TO REMAIN O m k ma [,J U J W W K �Z W Q d N :02O � w L o U W a � Z � x LJ wO OD O it A2.2 T LACE PARAPET ELEv. + xx'-sI /�. T/PARAPET ELEv. + 20R -OP 0) B/AWFANG 6WAINST ELEV.CO + 2 -B EXISTING REAR ELEVATIONEAST A? 3/1B" = 1'-g' T/PIAYRME PARAPET ELEM. xx'-3' ,� r/ruuF�Er EL€V. + 20'-O'___. 0 BJCNWOPY E C 0 T/_5_LA_B_ 2�1 PRf3�OSED !EAR ELEVATION (EAST) COLOR SCHEME: 'CRAFTSMAN' SCHEME (SEE ELEVATION KEYNOTES FOR MATERIALS AND COLOR SPECIFICATIONS) DEMO NOTES: I FKEY ❑I (E) DECORATINE CORNKE/COPTIC TO BE RENWFll IE(E1 TLE CUMONG TO BE REMWED. PREPARE SURFACE EOR (N) EHES ]� (E) SIGNAGE TO BE REMOVED REPAIRAR wq ONWI � ;T' I*R (NMR) TO REWB (E) LIGHTING TO BE RERD.ED �B tg NEL% U,7 lO BE RELOCATED. REPAIR AND PATCH THE AML LD 1MICN CINSO NO QREMOVE PORTION OF (E) STOREFRONT ARD INFILL E] RELINE (E) ROOF AND ROOF STRUCTURE C ALUMINUM CANOPY FASCIA SYSTEM COLDR WHITE CONTROL JOINT C -TYPE: I WATCHING SPACING OF EXISTING EIFS WIDW OR SPACE PER MFR'S RECDMMENUAnONS c5 GIJTS4IE CORNER STRIPS ROOM FAMOOISOA EW SCHLUTER SYSTEMS ALUMINUM; HEIGHY.IOMM COLOR: DARK ANTHRACITE COMMERCLA SUPPORTOSCHLUTER.COM. (800) 207-0017 CM CORRUGATED NEEAL PAUL - SEE ASSEMBLY NOTES ON A3.0 FOR A000NON.L SPEC IFr AnoNs KK -COLOR: Cl - 'CITYSCAPE' D HOLLOW METAL DOOR - PAINT TO MATCH COLOR OF SURROUNDING ENTT. GUARDRAIL L._.I LIGHT FIXTURE - SEE ELECTRICAL 1YPE: 41 UP ANO LYRA SCDHDE E.2 - L10101 co SGPICE W - REOES$EO ARTA FORURE COLO E CI . SRVEP C2 . AAMTE HlACCENT UGHTING -SEE ELECTRICAL XX -LED UGHT: L1- UP AND DOWN MATURE LZ - DOWN ONLY EXIURE U - INTEGRAL CAN FIXTURE L4 - FLOOD LIGHT T PARAPET T FREEZER WALL ECFV, + f■ -O 8/AWNEHO ELEV. + TI -6 T PARAPET ELEV. + IB' -x T FREEZER WALL ELEV. 4 14'-Q* B/DRP/E THRU TREMA UNDERSCOR ELEV. + W-8- MF METAL FASCIA (COLOR: CRYSGIPE) SEE 4/A32 K -TYPE: 1 PRE FAB ANCHOR-TTE FASCIA 2 - PRE -FAB CUSTOM ARCADE FASCIA METAL LETTERING - BY OTHERS X -TYPE: 1 - VIEICDME' - COLOR: SILVER 2 - 2411 • 3/4' TACIT METAL ARCH COLOR: PANTONE 1230 W MOVEMENT JOINT DILE% BWBIOOGS BY SCHLUTER SYSTEMS COLOR: BLACK EXISTING MECHANICAL SCREEN EXISTNG METAL LATTICE FOR LANDSCAPE LANES TO BE RELOCATED AND REPLANTED IDI-CDLpe Cl VAVNIESBORO TAUPE 15+4 PIPE BOLLARD - PAINTED YELLOW PASS-THRU COIN COLLECTOR - OPnDMAL (RMHC) 9 K 1 ROOF UDDER. PAINT TO MATCH SURROUNDING MATERIAL RO ROOF ORLH OVERFLOW PIPE PALM TO MATCH SURINWWODNC MATE7LVL MLDONALVS SIGNAGE BY OrHtn - UNDER SEPARATE �5 PERMIT. SEE SIGNAGE SUPPORTWtE ON TITS SHEET. I SSi METAL LOVKR SCRECM PANEL G-COLWI: Cl 4crrr ARV BY METAL -ERA ST STUCCO EXTERIOR ENISH KK -TYPE: (OXOft-SEE COLOR LEGEND) Cl WAYNESBORO, TAUPE 1544 C2 - IRON MOUNTAIN 2134-30 C3 - CAPE MAY C017BLRTONE 1474 BE Ruw an iH MAAWMW TRELLIS SYSTEM X ODU)R• Cl « CaVSCAP% C2 a WHITE C3 CKUMOAL CA . GOLD IE] ALUMINUM TREWS TIE -BACK SYSTEM XI-GOLSNt: Cl CITYSCAPE C2 - WHITE C3 . CHARCOAL T! ALUMINUM TRELLIS 2" ^ 0' WALL FASCIA SYSTEM COLOR: CITYSCAPE n TILE EUROWEST: E -WOOD COLLECTION COLOR 0 WACK SIZE: 0"X30` 1/4 RUHNU40 WHO WATERPROOFING SETTING MATRAWL AND GROUT: gr LAPEL GROUT COLON: DURA COlpl PLUS - 47 CHARCOAL COT WIDTH. NNTTACT: JAr tOETLRr (7�) X37-7500 kL STOREFRONT AND GLAZING R-1 - NEW STOREFRONT AND GLAZING - SEE ASSEMBLY NOTES 2 - EIRSTING WINDOW TO REMAIN GO Z C) F R0) j ma 41 U W �Y W d' 2d 0~ LLd U W Z � O= W m Of A203 EXHIBIT B Color Legend: j r Stucco - Benjamin Moore # 1544 "Waynesboro Taupe" n- riv - Tha) � levat al' -I Front Elevation 4) STucco - Benjamin Moore #2134-30 "Iron Mountain" Corrugate Metal Panel City Scape Metal - ERA Prefinished Metal - White I Prefinished Metal - Cityscape Grey Prefinished Metal - Charcoal i Prefinished Metal - Gold Eurowest E -Wood Color R9 Black McDonald's 0E06 6600 Commerce W hnert Park, C .7 McDonald's Color Legend: lip Stucco - Benjamin Moore # 1544 "Waynesboro Taupe" STucco -Be nlamin Moore #2134-30 "Iron Mountain" COeWnel City Scope Metal - ERA 0-,,l - White (, , Dr, Prefinished Metal - Cityscape Grey Prefini5 0edM e t . - Charcoal Prefinished Metal - Gold is Eurowest E -Wood Color R9 Black McDonalfd"s 004-0562 6600 Commerce Blvd ohnert Park, +gyp► Stucco Benjamin Moore (Paint) Waynesboro Taupe #1544 Metal Corrugated Metal Panel City Scope Metal - ERA McDonald's Coping City Scope Metal Benjamin Moore (Paint) Iron Mountain #2134-30 EXHIBIT C Eurowest (Ceramic Tile) E -Wood Collection Color R9 Black Pre -Finished Aluminum Canopy Pre -Finished Aluminum Trellis Pre -Finished Aluminum Trellis White City Scope Metal Charcoal Pre -Finished Aluminum Trellis Gold McDonald's QO4-0562 660 Commernce Blvd Rohnert Park, CA