Loading...
2018/09/13 Planning Commission Resolution (3)PLANNING COMMISSION RESOLUTION NO. 2018-37 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF ROHNERT PARK, CALIFORNIA, APPROVING SITE PLAN AND ARCHITECTURAL REVIEW FOR EXTERIOR REMODEL OF JACK IN THE BOX AT 6299 COMMERCE BOULEVARD (APN 143-051-008) WHEREAS, the applicant, Chet Rusit, filed Planning Application No. PLSR18-0003 for Site Plan and Architectural Review for an exterior remodel of an existing Jack in the Box commercial building, in accordance with the City of Rohnert Park Municipal Code; WHEREAS, Planning Applications No. PLSR18-0003 was processed in the time and manner prescribed by State and local law; WHEREAS, on September 13, 2018, the Planning Commission reviewed Planning Application No. PLSR18-0003 at which time interested persons had an opportunity to testify either in support of or opposition to the project; and WHEREAS, at the September 13, 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. PLSR18-0003. 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. PLSR18-0003, 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 driveway; 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 fagade 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 driveway. The exterior modifications to the existing commercial building would not alter the 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 no changes to the building orientation, 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. PLSR18-0003 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 13th day of September, 2018 by the City of Rohnert Park Planning Commission by the following vote: AYES: NOES: b ABSENT: ABSTAIN: O ADAMS t BLANQUIE�/fk �.A"y' GIUDIC105 °►' 4AYDON 4 usan Adams, Chairperson, Rohnert park Planning Commission Attest: '�C. L Susan Alkevedo, 91cording Secretary EXHIBIT A ADOPTED PER PLANNING COMMISSION RESOLUTION NO. 2018-37 CONDITIONS OF APPROVAL: 6299 COMMERCE BOULEVARD JACK IN THE BOX SITE PLAN AND ARCHITECTURAL REVIEW The conditions below shall apply to the Jack in the Box commercial building exterior alterations project located at 6299 Commerce Boulevard (PLSR18-0003). 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. Planning Division Conditions 5. Landscaping shall be constructed in accordance with the State's most current Model Water Efficient Landscaping Ordinance (MWELO), or in accordance with water conservation standards which meet or exceed the requirements of the MWELO. The Applicant shall submit a landscaping and irrigation plan that identifies landscape material types and locations, irrigation, water usage calculations, and other information as required. The plan shall be submitted to and reviewed and approved by the Development Services Department prior to construction. All costs for review of the requirements of the MWELO shall be 1 borne by the Applicant. All landscaping and irrigation subject to the MWELO shall be substantially complete prior to the issuance of a Certificate of Occupancy. Staff shall work with the applicant to maintain as much of the existing landscaping as possible to the maximu of state law as noted. 6. Per Rohnert Park Zoning Ordinance Section 17.27.060, no flags are allowed attached to the building or on any part of the property unless the flags are considered exempt per Section 17.27.040. Building Division Conditions 7. Occupancy of the structure will be restricted while interior construction is on going. 8. Construction affecting exterior elements must have construction fencing protecting the public from any construction area. Engineering Conditions 9. The new trash enclosure floor drain shall be plumbed to the sanitary sewer. 10. Full -trash capture screens shall be installed at each of the parking lot storm drain outfalls to the Hinebaugh Creek. 11. Detailed civil and landscaping plans will be required for review and approval in conjunction with the building permit. The plans shall include a final striping and signing plan. Adequate topographic information shall be provided to demonstrate that the internal ADA parking spaces and walkway are ADA -compliant. 12. Cracked or settled sidewalk along the property frontage shall be replaced. The existing driveways shall be upgraded to current City standards to be ADA -compliant. Public Safety Conditions 13. Any modification to the fire alarm or sprinkler system will require additional Fire Department permits. 2 STORE #0456 I" E1V�D MK5E FMD _ SF in the box. EXTERIOR REFRESH UPGRADE & INTERIOR REMODEL �.�P ®� ZD10 SAN DIEGO, CA 92123 SAN DIEGO, CA 92123 6299 COMMERCE BLVD. ,� .� . 7Y OC Ru :^; rr;P� I ©zao11-nbk�1P,del eaned Resolution No. 2018- He— Tin, p--s w,Il Ern conscM ROHNERT PARK, CA 94928x­ lwt 1 wm.sT y1 L M rws.+rt A I 4 d+,:I amPl.. Approved Planning Commission Meeting DATES — c _/ 13 . RELEASE: OCT, 2, 2017 P.M. UPDATES: APR. 19, 2018 LEGEND & ABBREVIATIONS PROJECT DESCRIPTION T CONSULTANT INFORMATION SUBMITTAL DATE: AL'U RLITO LLCEND & ASo LMMICUS. Q-4 CINQ_ 9=E, ESUMB•'1G, MLCNM-101, ELL4TUIC'AL & K-rT f} N SHEET INDEX (TOTAL 1 Q 1 ITS> ,: JUN 25, 2016 & AND MAT. MATERIAL JACK IN THE BOX IS PROPOSING TO REMODEL AN EXISTING 1,950 S.F. BUILDING WITH AN EXISTING ARCHITECT: OWNER: 2: a AT MAX MAXIMUM DRIVE THIRD, PROJECT IS MAINTAINING EXISTING OCCUPANCY AND CURRENT USE. TS1,0 TITLE S1fEET A.B. ANCHOR BOLT MB. MACHINE BOLT DESIGN GROUP, INC. JACK N THE BOX — 3:_ A.C. ASPHALTIC CONCRETE MECH. MECHANICAL THE PROJECT CONSISTS OF AN EXTERIOR UPGRADE OF THE EXISTING "JACK IN THE BOX". NEW ROY PEDRO, ARCHITECT DIANE RENDECKER, CONSTRUCTION MGR. 11INDICATES SHEARWALL LOCATIONS WHERE A,G.I AMERICAN CONCRETE INSTITUTE MEZZ MEZZANINE EXTERIOR PAINT & -TILE FINISH, LED LIGHTING WILL BE USED. SOME SITE WORK INVOLVED WITH ADA BID: 4_ NO CONDUIT OR PIPING WALL BE PERMITTED ACP ACOUSDC CEILING PANEL MFR- MANUFACTURER PARKING, PATH OF TRAVEL AND DRIVEWAY APPROACH REPLACEMENT. 6930 DESTINY OR., SUITE 100 9330 DIEGO, CAVE — - - TO PENETRATE SILL OR TOP PLATE. SEE A,D.A,AO, AMERICANS NTH DISABIIJOES ACT MIN. MINIMUM ROCKLIN, CA 95677 SAN DIEGO, CA 92123 CONSTRUCTION: PLANS FOR ADDITIONAL NOTES. ACCESSIBILITY QUIDEUNES MISC MISCELLANEOUS THE PROJECT ALSO CONSISTS OF IN INTERIOR REMODEL: ADA COMPLIANT RESTROOMS, NEW DINING PHONE: (916) 226-5487 PHONE: (206) B61-6701 A F.F. or AFF ABOVE FINISH FLOOR MPH MILES PER HOUR SITE REVISIONS ® ALUM ALUMINUM M.P.S. MODULAR PANELBOARD ROOM SEATING AND FINISHES, NEW FINISHES IN RESTROOMS, NEW LED LIGHTING THROUGHOUT CONTACT: DAVID LUNDY SDI.0 9h PLAN - BATT INSULATION AA PAMERICAN PLYWOOD ASSOCIATION SYSTEM BUILDING. cilundy9pmdginc.com A O.T- ABRASIVE QUARRY TLE MSS MAIN SWITCH BOARD SOILI -PHOTO SITE PLAN Ql P,01 OHOL CWV{11T5. 112420 ® ARCH ARCHITECTURAL MTL METAL PROPOSED USES/ACTIIVITIES THAT WILL OCCUR INSIDE THE BUILDING ARE TYPICAL �j 'x'7,21 bETAILS _ AA UTUIED EIZVVIOG 914ADIS A,S T.M AMERICAN SOCIETY FOR TESTING RIGID INSULATION MATERIALS (N)NEW RESTAURANT/FAST FOOD DINING ACTIVITIES WHICH INCLUDE PREPARATION OF FOOD, NO. or NUMBER TAKE-OUT/DRIVE-THRU TRANSACTIONS AND SEATED DINING- - aN. BKG BLOCKING N.NOT IN CONTRACT ARCH TE:CT URAI. Q GYPSUM BOARD BN. BOUNDARY NAIL N.T.S..S NOT TO SCALE PROPOSED USES/ACTIVITIES THAT CULL OCCUR OUTSIDE THE BUILDING INCLUDE ADRIVE-THRU LANE, B.O. BOTTOM OF CUSTOMER PARKING, AND TRASH PICK-UP. A1.0 FL60R PLAN _ Q BM, BEAM O,C, ON CENTER CERAMIC AND QUARRY TILE B4O J, BOTTOM OF JOIST O. F.C.I. OWNER FURNISHED, A4,0 EXI MOR ELEVATIONS B,U.R.. BUILT UP ROOFING CONTRACTOR INSTALLED TOTAL NUMBER OF EMPLOYEES: 345 1 0 Bon. or (B) BOTTOM O r.OI. OWNER INSTALLED OWNER FURNISHED, TOTAL NUMBER OF EMPLOYEES ON LARGEST SHIFT: B Z A4,2 COLORED EXTERIOR ELEVATIONS ®PLYWOOD C CONDUIT 0 H. OPPOSITE HAND EXISTING OCCUPANCY AND CURRENT USE WILL BE MAINTAINED. MILDIND C.L. or CENTER LINE DPNG OPENING At, -0 WALL SCCTEONS C.B.B. CEMENTITIOUS BACKER BOARD CONCRETE C.O. CORE DRILL PC, PLUMBING CONTRACTOR C.J. CONTROL JOINT (COLD JOINT) PERP PERPENDICULAR CLC. CBUNG PLAM PLASTIC LAMINATE OR - ® MASONRY CLH CLEAR PARALLAM (BEAM) C.M.U. CONCRETE MASONRY UNIT PL PLATE COL. COLUMN P-L PROPERTY ONE ® CONC. CONCRETE PPLYWOOD ASPHALTIC CONCRETE PAVING CONN. CONNECTION POSas or a P.os. PONT OF SALE CONST. CONSTRUCTION PR, PAIR CM STT. JT. CON MULLS ST. CONSTRUCTION U LSQU JOINT LEE POUNDS PER FOOT PSI. POUNDS PER 50, INCH ra Qy FY(• ff ; . EARTH GRADE CONTR. CONTRACTOR P.T. PRESSURE TREATED GENERAL NOTES LEGAL DESCRIPTION COMP COMPACTED (ION) C.T. CERAMIC TLE O.T. QUARRY TLE 1. IN THE EVENT OF DISCREPANCIES BETWEEN THE DRAWINGS OR SPECIFICATIONS. IN THIS ' SAND BASE QTY. or an QUANTITY 1. NOTIFY ARCHITECT IMMEDIATELY All that property situate in the City of Rohmerl. Park, County of Sonoma, Stole of California, PIE'.rf:UILY DBL. DOUBLE being a part of the Cotail Rancho, and described as follows: DEC. or' DEGREE RAOOR (R) RADIUS 2.. ARCHITECT SHALL NOT BE RESPONSIBLE OR HAVE CONTROL DR CHARGE OVER ACTS OR KITCHEN DIA. or V DIAMETER RBNE REINFORCEMENT 1rV ROOM NAME DIAD, DIAGONAL RO. ROUGH ORIENTATON OMISSIONS, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR COMMENCING al Lhe intersection of centerline of Commerce Boulevard, 60.00 feet In width, and 130 ROOM NUMBER DIM, DIMENSION FOR THE SAFETY PRECAUTIONS &PROGRAMS OF THE CONTRACTOR, SUBCONTRACTOR, OR the centerline of Rohnerl. Park Expressway, 15200 in width; thence North 0 6'52" West along FUf ^s.154C° DR, DOOR S.C. SAW-CUT MINT ANY OTHER PERSONS PERFORMING WORK ON THE PROJECT, said con Lerline of Commerce Boulevard, 76.00 feet to a point in the northerly right of way line DWG.(S) DRAWNG(S) SCHEO. SCHEDULE of said Expressway, thence South 89'23'40" West along said northerly line, 65.00 feet to the 3. ARCHITECT HAS NOT BEEN RETAINED FOR REVIEW, SUPERVISION OR ADMINISTRATION OF THE T2B FINISHES & EQUIPMENT SEE ID DRAWINGS (E) EXISTING SMT SIMILAR CONTRACT, NOR CERTIFICATION OF PAYMENTS, CONSTRUCTION COORDINATOR SHALL BE True Point OF Beginning; thence along Said expressway fight of way line, South 89'23'40" West, EA. EACH SM SHEET METAL OWNER'S REPRESENTATIVE DURING CONSTRUCTION & UNTIL FINAL PAYMENT IS MADE., THE 125 OD feel; thence North 0'36'52" West and parallel with the westerly line of Commerce E.C. ELECTRICAL CONTRACTOR SMS SHEET METAL SCREW OWNER'S REPRESENTATIVE WALL REVIEW THE PROJECT & RENDER NECESSARY DECISIONS FOR BUILDING DATA Boulevard, 150,00 feet; thence North 89'23'40" East, and parallel with the centerline of said E.F. EACH FACE $PEG.($) SPECIFICATON(S) THE PROGRESS OF THE WORK. Sonoma Slake Expressway, 150,00 feet to a point on the westerly line of said Commerce 100 EQUIPMENT, SEE KITCHEN DRAWING BE or ELEV. ELEVATION So. SQUARE Boulevard 125,00 feet; thence on o curve to the right with a radius of 25.00 feet, thm a E.N EDGE NAIL SQ, IN, SQUARE INCH 4, CONTRACTOR IS RESPONSIBLE TO SEE THAT WORK IN THE FIELD IS DONE IN ACCORDANCE central angle of 90'00'32" for a length of 39,27 feel. to the Point of Beginning, E0C EDGE OF COUNTER / EDGE OF So FT. SQUARE FOOT WITH ALL CURRENT APPLICABLE NATIONAL, STATE, AND LOCAL CODES, ORDINANCES, AND OWNER: JACK IN THE BOX (J.I.B.) DD EXTERIOR MATERIAL / FINISH EQUIPMENT S.S. STAINLESS STEEL REQUIREMENTS BY THE GOVERNING AGENCIES, WHETHER OR NOT SAID CODES, ORDINANCES, TOGETHER W7ff an easement For ingress and e u over and along a 25,0() loot strip Pi L ELEC. ELECTRICAL S.S. STANDARD REQUIREMENTS, ETC ARE SPECIFICALLY SHOWN ON THE DRAWINGS ANO OR CALLED FOR IN g egress purposes g p AA EXTERIOR COLOR STD. STEEL / JACK IN THE BOX /{0456 of land more ticularl described as follows: EQ. or EQUAL THE SPECIFICATIONS, par y DESIGN EQUIP. EQUIPMENT 51RUCT. STRUCTURAL BUILDING ADDRESS: 6299 COMMERCE BLVD, ROHNERT PARK. CA 94928 T E.S. EACH SIDE SUSP. SUSPENDED 5, CONTRACTOR SHALL PROTECT ALL EXISTING ITEMS AND FACILITIES TO REMAIN THROUGHOUT BEGINNING at the northeast earner of the hereinabove described parcel; thence North 0"36'52" EXP. EXPANSION S.W. SHEARWALL LEGAL JURISDICTION: CITY OF ROHNERT PARK, COUNTY OF SONOMA-_ - SYM, SYMMETRICAL CONSTRUCTION, CONTRACTOR SHALL REPAIR AND/OR REPLACE, AT CONTRACTORS EXPENSE, West, and along the westerly lin of sold Commerce Boulevard, 0fee feel; thence South a Nki3O 2 INTERIOR ELEVATION EXT. EXTERIOR ANY EXISTING ITEMS AND FACILITES TO REMAIN THAT ARE DAMAGED BY CONTRACTOR'S STATE OF CALIFORNIA 89'23'40" West, 150.00 feel; (hence South 0'36'52" East, 25.00 feet; thence North 89'2340 Architectural FACT. FACTORY (T) TOP OPERATIONS TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. East, 150.00 feet to the Paint of Beginning. Solutions Group F.O. FLOM DRAIN TEMP, TEMPERED (TEMPERATURE) PLANNING ZONE: CR FON. FOUNDATION T.G. TEMPERED GLASS 6. GENERAL CONTRACTOR SHALL COORDINATE THE DELIVERY OF ALL OWNER SUPPLIED ASSESSOR'S PARCEL NO, 143-051-08 F.F. FINISHED POOR TAX. THICKNESS EQUIPMENT. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTION OF EQUIPMENT AT THE TIME 6930 DESTBJY DRIVE 101 DOOR SYMBOL F.F,L. FINISHED POOR LEVEL T & G TONWE & GROOVE OF DELIVERY AND SHALL NOTIFY EQUIPMENT SUPPLIER OR ANY DEFICIENCIES OR DAMAGED SURE 100 F.G. FLOAT GLASS T.N. TO NAIL EQUIPMENT AND ARRANGE FOR REPLACEMENT. MUNICIPAL CODES: 2016 CALIFORNIA ADMINISTRATIVE CODE ROCKLIN, CA 95677 FUR. FLOOR T.O. To P OF 2016 EXISTING BUILDING CODE EN. FINISH To. 0. TOP OF BEAM 7. PRIOR TO EXCAVATION, DETERMINE AND VERIFY LOCATION OF UTILITY SERVICES IN ALL 2015 CALIFORNIA BUILDING CODE F.N, FIELD NAIL To C. TOP OF CURB AREAS TO BE EXCAVATED, 2016 CALIFORNIA ELECTRICAL CODE I9l sl als sase �X KEY NOTES P otinmasm F.O.B. FACE OF BEAM T.0 F. TOP DF FOOTING 2016 CALIFORNIA MECHANICAL CODE F,O.F. FACE OF FINISH T.0 PL TOP OF PLATE 8, CONTRACTOR SHALL COMPLY WITH ALL PERTINENT LAWS, CODES, REGULATIONS, GOVERNING 2016 CALIFORNIA PLUMBING CODE F,O.J. FACE OF JOIST T.O.S. TOP OF SLAB AGENCIES AND MANUFACTURE SPECIFICATION, UNLESS GREATER REQUIREMENTS ARE 2016 CALIFORNIA ENERGY CODE VICINITY MAP „ ...b....�,. O SHEARWALL ANCHOR BOLT SYMBOL F.O.M. FACE OF MASONRY T.D.W. TOP OF WALL INDICATED, OR ARE NECESSARY FOR SAFE WORKING CONDITIONS, / F.O.P. FACE OF POST TYP. TYPICAL 2016 CALI CALF FIRE CODE F.0.5. FACE OF STUD 9, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING JURISDICTIONS AS 2016 CALIFORNA GREEN CODE STANDARDS AND ALL ER. P. FIBERGLASS REINFORCED PANEL IT UNIFORM BUILDING CODE REQUIRED FOR INSPECTIONS AND SHALL PAY INSPECTION FEES ASSOCIATED WITH THE WORK- APPLICABLE LOCAL. AND STATE LAWS AND SITE INFORMATION F.S. FLOOR SINK U.0 N. UNLESS OTHERWISE NOTED REGULATIONS Q FOOTING SYMBOL FT. FOD T or FEET U.SP. UNDER SEPARATE PERMIT 10. ARCHITECT SHALL APPLY FOR ELECTRICAL. HVAC MECHANICAL, AND PLUMBING PERMITS, FTG. FOOTING EXISTING BUILDING AREA: ±1,950 S.F. (EXISTING) �v MK TYPE; 5E_IEMD VINYLW VERT. OR (t') VERCAL11. ARCHITECT, SHALL APPLY FOR ALL PERMITS WHICH INVOLVE DRAWING SUBMITTAL AND g GA. or GA GAUGE (GAGE) Y.W.C. ALLCOVERING PROCESSING, BUILDING, FIRE, AND ENVIRONMENTAL HEALTH, .,, o JIB: 0456 DETAIL NUMBER GB or LIP. B7 GYPSUM BOARD BUILDING HEIGHT: 24'-10" 2 SHEET NUMBER G.C- GENERAL CONTRACTOR W/ PATH 12. THE GENERAL CONTRACTOR SHALL PROVIDE THE OWNER'S ENGINEER WITH A CONSTRUCTION ADDRESS: A7.0 GALV. GALVANIZED WWOOD SCHEDULE PRIOR TO STARTING THE WORK, SHALL PROVIDE A QUALIFIED JOB TOTAL SITE AREA: 322,366 S.F. (.51 ACJ `� � .. OI. GALVANIZED IRON W.G.C.B WATER RESISTANT GYPSUM SUPERINTENDENT THROUGHOUT THE WORK, AND PROVIDE THE OWNER WITH PHOTOS SHOWING 3{ l�ry Goo, GLUE-LAMINATED BEAM BDARD PIPING AND ELECTRICAL TRENCHES PRIOR TO BACK FILL, AND SHALL PROVIDE A SET OF EXISTING SEATING: 34 SEATS (INDOOR) " I r�r`.µ Tv111` 6299 COMMERCE HLVD- W.LB. WALK-IN or WALK IN BOX "AS BUILT" MARKUPS AT COMPLETION, Lv�+MLM1/:1 WALL SECTION NUMBER / ELEV. NUMBER H.D. HUB DRAIN WT. WIGHT PROPOSED SEATING: 39 SEATS (INDOOR) '_;; _ ROHNERT PARK, CA 94928 HDR, HEADER WM& WELDED CURE MESH 55.0 SHEET NUMBER HDR. HARDWARE 13, THE GENERAL CONTRACTOR SHALL PROVIDE BARRICADES AND SAFETY SIGN PER OSHA OCCUPANCY: B RESTAURANT Y HGR. HANGER REQUIREMENTS. (RESTAURANT) � HGE or HT- HBGHr DRAWN BY: BUILDING SECTION NUMBER H HOLLOW METAL14. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OVERALL CONSTRUCTION SITE TYPE OF CONSTRUCTION: V-N ( NON-SPRINKLERED) 1 RI. HOZ. or H HORIZONTAL CLEANLINESS, INCLUDING PROVISIONS OF A DEBRIS BOX WITH REGULAR SERVICING, REMOVAL PROJECT #: JIB 18048.0 A6.0 SHEET NUMBER HS.B. HIGH STRENGTH BOLT OF ALL CONTRACTOR REFUSE AND DEBRIS, AND SWEEPING OF THE ENTIRE YARD AREA AT EXISTING PARKING: 12 TOTAL PARKING SPACES - a COMPLETION OF THE WORK, n - Q" �.r. c,^Fmv SCALE: AS NOTED ;BC. BNTERNATONAL BUILDING CODE (10 SPACES, 1 VAN ACCESSIBLE, AND +" v4m,dh"+ - ID. INTERIOR DESIGN 15. ALL PROCEDURES, TESTING, MATERIALS, LABOR, AND EQUIPMENT SHOWN ON THE PLANS 1 ADA ACCESSIBLE PARKING SPACES) aQ REVISION SYMBOL IN. INCH SHALL BE FURNISHED AND INSTALLED BY GENERAL CONTRACTOR, UNLESS NOTED OTHERWISE r INFO. INFDRMATs ON IN THESE PLANS, EQUIPMENT OR MATERIALS NOTED ONLY AS "FURNISHED BY OWNER" PARKING PROVIDED: NO CHANGE Q 0 , TITLE h ELEVATION OA-TUM MARK INT, INTERIOR SHALL BE INSTALLED BY THE GENERAL CONTRACTOR. Y / INV. INVERTED �we SHEET 16. CONTRACTORS SHALL NOT SCALE THESE DRAWINGS FOR CONSTRUCTION PURPOSES, IN THE HOURS OF OPERATION: 6: SHAM-T 2:ODAM FOR DINING AREA r0 24 HOURS FOR DRIVE-THRU Ji. or JNT JOINT EVENT OF OMISSION OF NECESSARY DIMENSIONS THE CONTRACTORS SHALL NOTIFY THE �1= � � vM°'n""'V .r,,,,�u-.:,op „ -,� DIMENSION TO EDGE / FACE OF OBJECT Tor J.I,8, Do k in Lhe Box. Inc,. ARCHITECT. $ 0.�Qc.s . JOIST 17, ERRORS AND/OR OMISSIONS IN THE SCHEDULES DOES NOT RELIEVE THE CONTRACTOR FROM Io td' L ANGLE EXECUTING THE WORK SHOWN ON THE DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS. Qns., wryt..,, 0� TS 1 ■ 0 DIMENSION TO CENTER LINE OF OBJECT �; m A LONG POUNDS "+P` ..I V 16, NO HAZARDOUS MATERIALS WILL BE STORED AND/OR USED WITHIN THE BUILDING WHICH �© WILL EXCEED THE QUANTITIES LISTED IN THE CBC TABLE 307,1 (1) AND 307.1(2). w 036'32 T 150,00' —'F - - .-t .lrs r. e-^rr.-r .-•rr: .. . . . . . .�rz -.-r . . . . � . .. PATCH& ATGH & _ 20'-O• t•_iY '-VT' REPAIR AREA OF REPAIR AREA F DEMO AS REO'D DEMO AS REG'D 7)441 4 7.0 1. ���sd'�j' iC) RS'HT ` I,•�.:" (N) LS ` E1.C5I ERCCO'UP-E 19 2+ ' DNCenaeAL srAP ', ! I• t (N) TRASH(N) EXTENDED REIMUVE ENTIRE (E) TRASH //JENCLOSUR E. ROOF/ PLANTER AND CUR[ 1•'.•,'.'.".'.•.'.' ENCLO JRE ROOF (N) METAL GATES REMOVE {?) TRASH " ENC! 0S RE •� ]!'` "At. AND TEE 7. (E) ZERO CURB .I . FLtfST YW"rEz •v lr$TBA�LTi ASPHALT t ..y':�' 10(E) RAISED IYP. I'.".'.'.',.:.":'•� • a _ SIDEWALK p 341 IT F -t .•r.-- .., • _� 1 `.• O (E) PARKING -(E) WATER METER • ,�'j y,'• r (GEASE �+ -.I�• TfE1 +}�T)'-__twTtRCEPTOR m, t.' L. f) R a (E) ZERO CURD `LU H 5Y- ASPHALT �r41CnY+A: SKP. 1 a SII r 5 IIH ,L •.I� 15' •R 5E—FMD d ,T 1,950 SO. FT. .L b I. •• ••� � 1 MO:f (E) HRICKS- ((� ID 7; I• 22 25- PLAKT'ER5 Is . .z - .= _s (am 23 t� (E) ZERO CURB ( E) ZEIRO CURB ALT �• FLUSH WITH 9' FLUS14 W,TII ASPHQ ��'�t � ASPHALT T.•; t.. .OD NOT ENTER -------------- •I. REMOVE �;-'•:�•,•,•• (E) CONG, CURB ). E) YL 11 (e) Ls I T9 I I' • S • i • t— �.�• .a t—• • J • i • 5 y (N) CUNC. ...�....,.r.......r� 5 O'3fi •52"E, 5125.00' i •. •. .•.'.'. .4 I (E) MONUMENT IC) •acn t _ -1 C •'�--'�---� SRGtiACE 13 aLCIWULSTA Ur -or •rn _ .0 ; r N y 3 RE. SPECS r, U (E) PARKING NUMBER OF PARKING STALLS 'L 3/e• DIA. X 0.154" (E)•LS. . ¢•. Ln(T �•ISfCQRMF.ALI 1 I ---------- - BICYCLE RACK ACCESSIBLE PARKING SPACES (E) DRlvew.Ar RE. SPECS ® NUMBER OF PARKING STALLS 'L 3/e• DIA. X 0.154" LIMITS OF WORK WALL STEEL TUBING, POWDER COMMERCE BOULEVARD COAT STANDARD SILVER PER MANUFACTURER ---� SQUARE FOOTAGE INFO: �' SITE PLAN EXISTING SITE AREA: 322,366 S,F. EXISTING BUILDING AREA: 37,950 S.F. t^O.tiRETE SCALE: 1"- 10' 0 5 1D (NO CHAN EG Gp, PAVING EA351e1G LANDSCAPE : 24,2B3 if. NORTH EASTNG 4Vm6CAPE REMOVER -166 SF. b NEW LANOSCAPE: ,93 SF. NEW AO=YEoLAANDSC- AREA: i45 Sf. . .44.p EXISTING TRASH ENCLOSURE: 3 161 SF. DRILL HOLE AND- I PROVIDE 1/4` ROD COMPACTED 2 3/8"0 SU13GRADE APEX BICYCLE RACK MODEL #AP2-02-EM 2 3/8" O.D., EMBEDDED MOUNT AS MANUFACTURED BY SITESCAPES INC, OR WAUSAU TILE MF9015 OR APPROVED ALTERNATE 11% BIKE RACK At 1/2' . 1'_O' KEY NOTES O INSTALL NEW DRIVE THIRD ORDER MENU BOARDS AND INSTALL NEW WEATHER PROTECTO' CANOPY. COURDI14ATE REQUIREMENTS WITH THE JIB SITE REQUIREMENTS DOCUMENTS. OINSTALL NEW PREVIEW MENU BOARD. COORDINATE REQUIREMENTS WITH THE JIB SITE REQUIREMENTS DOCUMENTS. NSTz1L CARRIER POSTS AT PREVIEW BOARD, MENU BOARD, AND PERIPHERAL TO BUILDING 0 RN#PS COCONTRACTOR TO PROVIDE SLEEVES THROUGH CURB AND OUTTER WHERE APPROPR'A R'. O INSTALL HEIGHT CLEARANCE (11Y-0') AND WARNING POLE SIGN, Q RETROFIT DIRECTION SIGNAGE WITH LED ILLUMINATION AND REPAINT TETE CABINETS OPANT INTERIOR OF TRASH ENCLOSURE, GATFS, CATE POSTS, AND BOLLARDS SHERWN WILLIAMS SW 7020 BLACK FOX. OT R PAINT EXTEO AND TOP OF TRASH ENCLOSURE COLOR 'J" AS LISTED ON EXTERIOR FINISH SCHEME ON SHEET A4.0 & ACT FOR ADDITIONAL INFO. OB PREP AND REPAINT SITE BOLLARDS, PREVIOUSLY PAINTED FENCES, AND RETAINING WALLS IN ACCORDANCE WITH CURRENT COLOR SCHEME SEE A4,0 & ACT FUR ADDITIONAL INFO, Op PERFORM ANY NECESSARY ADA WORK REWIRED BY ME LOCAL MUNICIPALITY FOR APPROVAL AND PERMITTING. O NEW TRUNCATED DOMES AT ZERO CURB FLUSH WITH EXISTING ASPHALT. II UPGRADE SITE LIGHTING TO ACHIEVE REQUIRED LIGHTING STANDARDS, REFER TO THE JIB SITE LIGHTING RECOMMENDATIONS DOCUMENT. 1z PERFORM ANY M&R WORK AS NEEDED (DISCUSS RECOMMENDED STANDARDS WITH JIB FBC O2 CM): PARKING AREA & DRIVE AISLES • REPAIR TRASH ENCLOSURE & GATES • REPAIR FENCES & RETAINING WALLS • REPAIR/ REPLACE SIDEWALKS • REPLACE DEAD, MISSING. OR OLD PLANTINGS • REPAIR NON -OPERATIONAL IRRIGATION HEADS AND ZONES • RAISE TREE CANOPIES APPDX. 12' ABOVE FINISH GRADE AND TRIM TREES & THIN OUT OLD GROWTH AS NEEDED TO IMPROVE VISIBILITY 1a OPTIONAL; RETROFIT THE STREET MONUMENT OR POLE SIGNS VAT LED ILLUMINATION. N EXISTING STRIPING TO BE RESTRIPED AND REMAIN IN SAME CONRGURATION UNLESS SITE CONDITIONS DICTATE REPLACEMENT / RECONiGURATION, is EXISTING ACCESSIBLE PARKING SIGN. IB APPLY INTERNATIONAL SYMBOL OF ACCESSIBILITY DECAL ON DOOR t7 PAINT ACCESSIBLE PARKING SYMBOLS, TEXT, AND DIAGONALS OTe IF REQUIRED, RE -GRADE AND INSTALL NEW CONCRETE PAVING FOR ACCESSIBLE PARKING SPACES TO MEET ACCESSIBLE SLOPE REQUIREMENTS. Ola REMOVE EXISTING YAROUGHT FOOTING, LIGHT POLE, GONG. SLAB. ROUTE EXISTING ELECTRICAL FOR NEW LOCATION NEARBY. PATCH AND REPAIR PAVEMENT AS REQ'D. ONEW YARDUGHT LOCATION. EXTEND EXISTING ELECTRICAL AS RECD. FIELD VERIFY EXISTING CONDITIONS. zl EXISTING TRASH ENCLOSURE WITH NEW ROOF AND NEW CATE. SEE SHEET SD2.1, O BUILDING SIGNAGE LOCATIONS ON PARAPET WALL SEE ELEVATIONS SHEETS ACO/A4.1 20 NEW ZERO CONCRETE SIDEWALK AT PERIMETER OF BUILDING WITH TRUNCATED DOMES 2- NEW STRIPING AT EXISTING ASPHALT AREA. Q ® NEW eMtf RAOV. SEE __ A _ 9 ' GENERAL CONDITIONS GENERAL CONTRACTOR 944L NOTE THAT ALL "K TO BE DW SUCH AS EXt AYA11INS, TRENpY&, CAISSONS, WAIT„[ ENG. AS INUCATED ON DRAWJWS, IS SIOTRS W,THOUT ,DTOIAM OF IRlBFAaWtMq ViE1TIES aV THIS PARTICULAR SITE, PIC ARCINIEC7 AND O1gHR ASPM ND RESPON�0.nY FOR DEIU0 444 BEER LDC/.T1QY. SE2F. "51. OR HAZARD. GENERAL NOTES 1. ALL SIZE CONCRETE PAVING SHALL RE SPRAYED WITH A CURING COMPOUND AS SOON AS CONCRETE 15 SET UP. 2. REFER TO SCOPE OF WORK SECTION ON TSEO FOR ADDITIONAL GENERAL SITE IMPROVEMENT WORK. SITE LEGEND ---�--- PROPERTY BOUNDARY LINE SITE ITEMS TO BE REMOVED EXISTING CURB AND GUTTER EXISTING STREET LIGHT ca EXISTING OR NEW SITE LIGHTING BUILDING ENTRANCE — WHEEL STOP ® ACCESSIBLE PARKING SPACES (I) BIKE RACK ® NUMBER OF PARKING STALLS LIMITS OF WORK -7> ACCESSIBLE PATH OF TRAVEL NEW CONCRETE (� SIDEWALK (E) LANDSCAPING r+r+r+r+r+r+r+r ru:r+r+r�nr (N) LANDSCAPING r r+r•✓+r•.r.r CAL, DIGG TESS 811 AT 2-BUSNESS DAYS IN ADVANCE KFDHE YOU OIC, GRADE, DR EXCAVATE IM THE .—IN. OF UND.'IWNO NEMBER U1Aa in the box. 9330 BALBOA AVENUE SAN DIEGO, CA 92123 © 2007 Jack in the Box Inc. lnme a..p., a,.,mj as eva N�u..e on I'.11 %, I of dock n I'.ea. Inc s 1 not De co—Ww «preduatl .Nn«1.� oc­,...r,um w�senl m a .ng, b w iLW INmib wEA., � I'PVT N+k1+Hrb w+x Ir..rV wt w n. an..4 a.+Ar .a.Aw p•laabeknbttAMb«aaY M rrb+d a'4 rt,wC ►1r �rIW \WWII •a{�NA,RApM mFlln DATES RELEASE: OCT. 2, 2017 P.M. UPDATES: APR, 19, 2018 SUBMITTAL DATE. 1: JUN 25, 2018 2: 3: BID: CONSTRUCTION: REVISIONS QI rtFx oEu T3,Ws1Is 2mma AQ I9'D)INO E,EYATKVS^}aum, Ins ET45EO A VC�F OdZ: � Yf ZKTf 1'� Pik DESIGN Architectural Solutions Group 6930 DBI114Y DRIVE SUITE IOD ROC KPI, CA 95677 01.4 •15 51 SITE INFORMATION MK TYPE: 5E_FMD JIB J: 0456 ADDRESS: 6299 COMMERCE BLVD, ROHNERT PARK, CA 94928 DRAWN BY: PROJECT III: 4OBIS t8 O _ SCALE: 1' 20' SITE PLAN SD1N0 PHOTO 1 PHOTO 2 EXISTING AERIAL 0 SCALE: N/A NORTH PHOTO 9 PHOTO 10 PHOTO 3 PHOTO 5 PHOTO 7 PHOTO 11 PHOTO 4 PHOTO 6 PHOTO 8 PHOTO 12 I in the box. 9330 BALBOA AVENUE SAN DIEGO, CA 92123 © 2007 Jack in the Bax Inc. nre IM1e pral .Y In the Box Inc ona shot! n — ot b c pl"ea o Droaucea wllhoul its Dre,—,i—carillon consanl 1w �sql tlM.t R �4.sJ b osisl Ue 1'sNsl si W s bn M oat NJ n�e� �`wi NY 1wwtAll�l4 Ysws h sw^� MJ J H 4 A wib ♦ mN� • �s Cit N M'wcY[ �M DATES RELEASE: OCT. 2, 2017 P.M. UPDATES: APR 19,201 SUBMITTAL DATE: 1: JUN 25, 2018 2: 3: BID: _ CONSTRUCTION: REVISIONS A A A A 12 Mr ,� RA DESIGN Architectural Solutions Group 6930 DES i INY DRIVE SUITE 100 ROCALIN, CA 95677 1nel,is3asc eve o m��hn om SITE INFORMATION MK TYPE: 5E—FMD JIB 1: 0456 ADDRESS: b299 COMMERCE BLVD. ROHNERT PARK, CA 94928 DRAWN BY: PROJECT J; Jt61804&0 SCALE A4 MOIEO PHOTO SITE PLAN SD1.1 24 GA GSM FLASIA NG. PAINT TO MATCH ROOF COLOR FLASHING TO WRAP UNDERNEATH METAL STUDS. (E) CONCRETE MASONRY. SOLID OF {—� PAINT EX7EROR FACE AND TCP f �=! PAINT INTERIOR FACE W.TH 011111 A PAINT (REFER TO A4.0 9EEIS FOR PAM SWFDULE). M 2 ( 1 ) TRASH ENCLOSURE -ENLARGED )I�III II II�If ! �ALPPANAN E-30 20 GA L ROOHII r1 Y1111! !!! COLOR: GREY ROOF PLAN TRASH ENCLOSURE ELEVATION TUBE STEEL POST FOR ROOF ABOVE. (TYP OF 4) F+}Y1\/\ LS •\/•ice i� i\ 7 OA z 4" DEEP CALV. METAL 91M FOR CAME BOLTS 43M IN DOW. RAR (TYP. OF 4) 1/4- - 1'-4 NEW HSS PER PLATO' PRIMED AND DAWIED— CMU TRASH ENCLOSURE 6•' DIA. GALV. SR. (E) CONC. Al L! r ( 2 ) TRASH ENCLOSURE SECTION 6 ) TRASH ENCLOSURE ELEVATION L3z5xY4' X 0'x9" GALV. 2" x 2" x 1/4" ANGLE -MITER JOINT &WELD W/ (2) GALV. 4A" DIA 'k AT CORNERS - PAINT TO MAXHi D SIMPSON WEDGE - ALL I A tjl x 1/4' STEEL STRAP AT REAM FACE OF 0 6" GAGE W/ 4Y" MIN DOOR - WELD TO STEEL ANGLE AT CORNERS EMBED. INSTALL PER 3/16 ICC ER_ 36311 I� METAL DECKING /J d i I 1FOOPLAN W OF SLIDING LATCH (DOLCO #2D7) SDti (E) SLAB TRASH C'SUR SURE SDLt (E) LANDSCAPE i » p Yz' NON SHRINK GROUT BOLT "J" STRAPS TO DOORS, SEE 1 )I'0 AD W/ DBL NUT% WBE0 12' MIN.. TYP (2) #4 EA WAY NOTE: FOOTING AT COLUMN LOCATION ONLY. TIE INTO CMU WALL FOOTING. 1/T' - V -o' m-x-IRwf'PWB JAMB AT TRASH 9 ENCLOSURE -PLAN S� 2" x 2" x 1/4" ANGLE -MITER JOINT &WELD 'k AT CORNERS - PAINT TO MAXHi D I A tjl x 1/4' STEEL STRAP AT REAM FACE OF DOOR - WELD TO STEEL ANGLE AT CORNERS Vr IB GAUGE TYPE "B" GALVANIZED I� METAL DECKING i I 1FOOPLAN W OF SLIDING LATCH (DOLCO #2D7) TRASH C'SUR SURE SDLt BOLT "J" STRAPS TO DOORS, SEE 1 LOCATE TO HOLD CANE BOLTS SU21 WHEN DOORS ARE IN USE. 2. REFERSHEET CANE BOLTS (STANLEY #1009-18') FORPAINTALL--OUTS. I PAIR 3.BOTH SOM Or DOOR 3/4" STANDARD PIPE (SLEEVE) AND ALL nNRDWRE 4' IN LENGTH WELDED AT BOTTOM SHALL BE PAINTED e CORNER OF EACH DOOR. A 4, AS AN ALTERNATE _ - PROVIDE GATES, POST PROVIDE WEEP HOLES IN AND LOCKING MECHANISM BY FALCON MFG. OF —(E) CDNC. SLAB BOTTOM OF DOOR POTEAU. OR —CONCRETE ENVELOPE AT DOOR POST (800) 733-1331 PAINT AS NOTED ON A4.O .�4ao.bA.a 1'-D' JAMB AT TRASH 1� ENCLOSURE -ELEVATION AEP SPAN H-36 20 GA. METAL PANEL ROOFING. COLOR: GREY 3116 j;'x4x4" A36 PLATE BA6 Y" 0 BOLTS �. 24 GA GSM FLASHING. PAINT TO MATCH ROOF �3/B- _ Y ' COLOR. FLASHING TO WRAP UNDERNEATH ____._-___..___ _ ______._. _.-_--_____---_- METAL STUDS, 5/16 HSS 6x4x4 BEAM BAC, 8"x2.508GA Z PURLINS AT 2' O.C. HSS 4x4xY" COL_ ROOF DETAIL AEP SPAN H -S6 20 GA M:?AL PANEL RO061NG. PAIR CiEY P tYP (2) SMS ® EA. VALLEY 24 GA, GSM FLASHING TO STOP AT BOTTOM OF METAL STUDS AT BEAM LOCATIONS. PAINT TO MATCH ROOF COLOR. ;9V14r (2) #12 SMS HSS 6.4.Y" B/I6 FLASHING TO WRAP UNDER METAL STUDS 1'-6- DETVIEEN BEAMS 1 (T'fP 0 REAR & SR 1'-0" 9 FRONT) 1/2' - 1'-0' 10 ROOF POST ATTACHMENT DETAIL 1/2' • P-0' 10 ROOF DETAIL 1• - 1'-0' 10 PLATE DETAIL 8"x25x18GA Z PURLINS AT 2' O,C Y"x4"x4" A36 PLATE W/ (2) Yt" 0 BOLTS ` It \TYP. 4YY" x 4YZ' x 4" PLATE 50 KSI HSS 4x4xY' COL. 6' DIA SEE. PIPE, FILL W/ CONCRETE 3/4'DIA. SEL ROD, WELD TO 1. DIA. STL PIPE 1 1/2' 1B GAUGE TYPE 'B' f n the box GALVANIZED METAL DECKING 9330 BALBOA AVENUE SEE DETAIL B SAN DIEGO, CA 92123 SD21 © 2007 Jack in the Box Inc. The IM1e Propa-ly al .locx in the Boe Inc and Bhnvl b. cavi ed U r predated 2' z 2' x 1/4" ANGLE .nnwl n: �nuan eoncmt. FRAME AND BRACES •,. y,":ye mw w w•r x .ww Jti: xrkf YryeT4 AxdA arrlxc� 4cunn\ !NM M11 bM1 s dM1 nI oef'I ,:�'M pr':q ♦A1cY . w M rx1 d .'.. Y I' DIA. SR PIPE 4' IN LENGTH wp..,.i M„1 .x.4 d.r •mx.16mm1y WELD ONE TO AN AT DOOR WELD ANOTHER AT 6PIPE GATES SEE DETAIL B 10 SD21 SD21 RELEASE: OCT. 2, 2017 P.M. UPDATES: APR. 19, 2018 SUBMITTAL DATE. 1 1/2' - V-0" 1: JUN 25. 2018 2: 3: BID: 1' DIA. STE. PIPE 4' IN LENGTH CONSTRUCTION: WELD TO ANGLE AT DOOR PROVIDE ZURK GREASE FITTING REVISIONS AT DOOR HINGE 1Q PLCN ONO[ CORW.h1f i/21/17:' 2' x 2' x 1/4' ANGLE FRAME Q 0'%R (n UIVA'¢t541ttV'u WASHER Q = 1 1/2' 18 GAUGE TYPE B' 0 GALVANIZED METAL DECKING 0 1' DIA, STL PIPE 4' IN LENGTH WELDED TO 6' PIPE, WELD 3/4" DIA, SOLID SR. ROD B" IN LENGTH INSIDE 1' DIA STL PIPE TO ACT AS HINGE FOR DOOR 6" DIA. STL STD. Wr. PIPE FILL NTH CONCRETE 1 1/i' - I' -O' AT CORNER om ..CYSy{0 s kCryA E PEIt 1!)111• Nr. P �' 7v DESIGN Architectural Solutions Group 6930 DESi1NY DRIVE SUITE 100 'oCKUIJ,CA 95677 11161 <115.1 1.4 P­­ 1.11 ­cen SITE INFORMATION MK TYPE 5E_FMD JIB 111: 0456 ADDRESS: 5299 COMMERCE BLVD ROHNERT PARK, CA 94926 DRAWN BY: PROJECT #: J1818048.0 SCALE: AS NOTED DETAILS A SD2r1 FLOOR PLAN DEMO KEY NOTES OEXISTING FLOOR TILE AND COVE BASE TO REMOVED PREP FLOOR AS REQD FOR NEW FLOOR FINISH. OEXISTING STOREFRONT DOOR TO BE REMOVED. OEXISTING STOREFRONT SYSTEM TO BE REMOVED. OEXISTING DRIVE THIRD WINDOW TO HE REMOVED AND REPLACED_ OEXISTING INTERIOR DOOR AND FRAME TO BE REMOVED IN THEIR ENTIRETY. OEXISTING COUNTER TO BE REMOVED AND REPLACED WITH NEW. ALL LOW WALL FRAMING AND ELECTRICAL TO REMAIN IN PLACE TO RECEIVE NEW FINISHES. O �R OREMOVE EXISTING WALL FINISHES TO GYP BOARD SHEATHING AND/OR REPLACE GYP BOARD IN IRREPARABLE AREAS FOR INSTALLATION OF NEW INTERIOR FINISHES. PREPARE SURFACES AND PATCH ANY DAMAGES DUE TO DEMOUTIDN. OPREPARE EXTERIOR WALLS FOR INSTALLATION OF NEW EXTERIOR FINISHES. PATCH AND/OR REPAIR/REPLACE ROUGH AREAS, DUE TO DEMOLITION, TO PREPARE FOR NEW EXTERIOR FINISHES. REFER TO EXTERIOR ELEVATIONS. 10 EXISTING FURNITURE TO BE REMOVED AND DISPOSED OR GIVEN TO OWNER FOR RE -USE AT OWNERS DIRECTION. tI EXISTING PLUMBING FIXTURES TO REMAIN. GC TO VERIFY FIXTURES COMPLY WITH ACCESSIBILITY CODE. REPLACE ALL DAMAGED FIXTURES WITH NEW TO MATCH EXISTING, 12 EXISTING BEVERAGE MACHINE AND DRINK STATION EOUIPMENT TO BE REUSED, RELOCATE AS REQUIRED. GC TO PROVIDE PROTECTION AROUND INTERIOR EQUIPMENT AS NECESSARY. 1} REMOVE SECTION OF EXISTING WALL 14 SANDBLAST PAINTED INTERIOR BRICK WALLS TO EXPOSE BRICK VENEER. OEXISTING SERVICE DOOR WITH VIEW PANEL, VERIFY IF DOOR & 15 HARDWARE CONDITIONS. ADD NEW FINISHES TO MATCH RESTROOM DOORS. 16 REMOVE EXISTING MASONRY PLANTER, TYP. REMOVE EXISTING FLAT GRILL EQUIPMENT AND CONCRETE CURB 17 UNDERNEATH. PATCH AND REPAIR FLOOR AS REQD. SEE FLOOR PLAN FOR NEW EQUIPMENT INFO 18 REMOVE POS EQUIPMENT AND CABLES AT THE BEGINNING OF CONSTRUCTION. ALL POS CABLING WILL NEED TO BE REPLACED BEFORE THE EQUIPMENT CAN BE RE -INSTALLED. THIS WORK REQUIRES AN ONSITE VISIT TO RESTAURANT FOR POS REMOVAL AND LATER RE -INSTALL PRIOR TO COMMENCEMENT OF WORK, 19 EXISTING WALK-IN FREEZER AND COOLER TO REMAIN. 20 EXISTING ELECTRICAL PANELS AND SERVICE TO REMAIN. 21 REMOVE EXISTING SATELUIE RELATED EQUIPMENT. 22 REMOVE EXISTING GUARDRAIL 23 EXISTING SERVICE DOOR TO REMAIN C� EXISTING FLOOR AREA: ±1,950 S,F. �.., r EXISTING/ DEMO FLOOR PLAN SCALE: 3/16"=1'-0 \\it�-�,'Y NORTH FLOOR PLAN KEY NOTES O067A&L NEW SOUND 019XAMlN IN ALL RESTROOM AND W9R1GSiA1IaN WALLS. OeSTALI NEW 1/2' CEMENT BACKER BOARD w REaµt 4,EW TILE nmook OEXISTING ELECTRICAL PANELS, SEE ELECTRICAL DRAWINGS OCOUNTER AT DRIVE-THRU CASHIER WINDOW. SEE GENERAL NOTE 6 THIS SHEET. 4O NOT USED. OS RETROFITTING CERAMIC TILE AT FRY BIN OI NEW RESTROOM DOORS.. OSTIM RONT DOOR TO BE MODIFIED AS SHOWN. REPLACE HARDWARE TO FUNCTIONING CONDITION AS NEEDED AT ALL STOREFRONT DOOR LOCATIONS. O9 NOT USED. 10 PRIME AND PAINT EXTERIOR MASONRY AFTER INITIAL CLEANING PREPARATION. REFER TO A4.0 & A5.0 SHEETS. 11 NEW DRIVE-THRU WINDOW AND STOREFRONT SYSTEM INSTALLED IN EXISTING OPENING. iZ NEW FLOOR TILE AND COVE BASE, 13 NEW SERVICE COUNTER ON EXISTING KNEE WALL. -0PANIM - � 15 NEW FINISH ABOVE HEADER OF EXISTING STOREFRONT SYSTEM, REFER TO A4.0. 16 NEW EXTERIOR WALL FINISH OVER EXISTING MASONRY FINISH, REFER TO A4,0 SHEET, 17 NEW POS AT WORKSTATION COORDINATE OFFICE/POS CASEWORK REPLACEMENT SCOPE WITH JIB FBG OR CM, 78 4C SYSTEM AT WORKSTATION FOR ALL COMPANY STORES. CONTRACTOR to ENSURE THAT THE SM! WALL. CAVITY BEHIND 19 IHE POS CABINET K CHEM OT ALL BCOQLWG AND OBSTRUCTIONS TO ALLOW ft7AI1ATION Or CONDUITS AND (PMN• 20 NEW LANDING STONE. VERIFY LOCATION BY OWNER 21 NEW SHAKE MACHINE. VERIFY LOCATION BY OWNER FULL HEIGHT FURRED OUT WALL BEHIND DRINK STATION CABINET. 22 G.C. TO COORDINATE INSTALLATION OF FREE SME DRINK STATION PIPING AND ONES TO RUN WITHIN WALL CAVITY WITH JIB FBC OR CM ONEW INTERNALLY ILLUMINATED POP PANELS CENTERED BETWEEN 23 EXTERIOR COLUMNS. SEE EXTERIOR ELEVATIONS A4.0 & A4.1. FLOOR PLAN GENERAL NOTES 1. ALL DIMENSIONS SHOWN TO FACE OF EXTERIOR WALLS ARE FACE OF EXISTING WALL. ALL DIMENSIONS SHOWN TO NEW INTERIOR WALLS ARE TO FACE OF EXISTING WALL. Z ALL INTERIOR WALLS SHALL BE 2x4 WOOD STUDS AT 24" O.C. W/ 5/8' WATER RESISTANT GYPSUM BOARD ON BOTH SIDES, U.O.N. A. � INDICATES WALLS THAT SHALL BE: 20 go 5 1/2' STL STUDS AT 16" O,C. U.N.O. USE NON-COMBUSTIBLE BLOCKING AT THIS LOCATION. (WALL OCCURS ON SPLIT COOKUNE ONLY) B. ! , ! :. ! r INDICATES INTERIOR WALLS THAT SHALL BE 24 WOOD STUDS AT 16' O.C. UN.O. C. TYPICAL INTERIOR WALLS. D. PROVIDE TILE BACKER BOARD AT ALL WALL TILE. 3. PROVIDE 2X SOLID BLOCKING IN WALLS AS REQUIRED FOR REINFORCEMENT OF ALL CRAB BARS, RESTROOM FIXTURES, PLUMBING LINES, WALL BUMPERS AND MILLWORK ATTACHMENT, ETC. 4, FOR EXTERIOR WALL TREATMENT, SEE EXTERIOR ELEVATIONS 5, ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT ANY SPECIAL KNOWLEDGE OR EFFORT OR THE USE OF A KEY. 6. ALL EXTERIOR DOORS SHALL BE WEATHERSTRIPPED. ALL EXTERIOR JOINTS AROUND DOOR FRAMES & WINDOWS & AT ALL PENETRATIONS THROUGH BUILDING ENVELOPE SHALL BE SEALED USING SEALANT & CAULKING. ADDITIONALLY, FOAM INSULATION SHALL BE PROVIDED IN & AROUND ALL WINDOW AND/OR DOOR FRAMES WHERE METAL MEETS WOOD FRAMING PLUS ALL EXTERIOR WALL OPENINGS/PENETRATIONS. 7, ALL GLAZING WITHIN DOORS AND OPERABLE WINDOW. AND ALL GLAZING ADJACENT TO DOORS SHALL BE TEMPERED AS REWIRED BY CURRENT BUILDING CODE. B, POST MAX S1ZE OCCUPANCY LOAD SIGN IN CONSPICUOUS PLACE NEAR MAIN EXITS AT 6'-10' A,F.F. CAULK AROUND ALL SIDES. 'MAXIMUM SEATING CAPACITY - 42. FOR SEAT COUNT, SEE "BUILDING DATA" ON SHEET TS1_D. 9, ALL FINISH SURFACES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF CLASS C OR HIGHER (FLAME SPREAD INDEX 76 THROUGH 200 & A SMOKE DENSITY RATING OF 450).. 10. ALL DRAPES, CURTAINS & DECORATIVE MATERIAL PROVIDED AND/OR INSTALLED BY THE GENERAL CONTRACTOR SHALL BE MADE FROM NONFLAMMABLE MATERIALS OR TREATED WITH FLAME RETARDANT AS REQUIRED BY THE LOCAL FIRE MARSHAL- 11. ARSHAL11, OWNER SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS PER LOCAL FIRE MARSHAL, GENERAL CONTRACTOR TO INSTALL. 12, BUILDING ADDRESS NUMBERS SHALL BE A MINIMUM 12' HIGH AND BE OF CONTRASTING COLORS. 13. ANY TIME THE BUILDING IS OCCUPIED, THE MEANS OF EGRESS SHALL BE ILLUMINATED AT AN INTENSITY OF NOT LESS THAN 1 FOOT-CANDLE AT THE FLOOR LEVEL. 14. PROVIDE EXIT SIGNS FOR EGRESS IDENTIFICATION. 15. PROVIDE APPROVED EGRESS ILLUMINATION AND ILLUMINATED EXIT SIGNS. 16. PROVIDE APPROVED PANIC HARDWARE ON EXISTING EXIT DOORS. ENSURE PROPER OPERATION OF EXISTING PANIC HARDWARE WHERE NEEDED. 17. GENERAL CONTRACTOR SHALL COORDINATE THEIR WORK WITH THE WORK OF THE FOOD SERVICE EQUIPMENT CONTRACTOR. 18. CONSULT CONSTRUCTION MANAGER FOR REQUIREMENTS FOR AIR CURTAINS AT DRIVE THRU AND CASHIER WINDOWS AND AT DINING ENTRIES. PROVIDE DOOR SWITCHES AS NECESSARY. 19. EXIT AISLES SHALL MEET ALL APPLICABLE CODES. WALL LEGEND (E) EXTERIOR & INTERIOR WALLS To REMAIN -- (E) ITEMS TO BE REMOVED -------- PER KEYNOTES _-� (E)ITEMS TO REMAIN !� SEE (FINISH SCHED BSC WALL, (N) 2X WOOD WALLS, SEE FINISH SCHEDULE EXISTING FLOOR AREA: f1,95D S.F. SCALE: 3/16"=1'-D' in the box. 9336 BALBOA AVENUE SAN DIEGO, CA 92123 © 2007 Jack in the Box Inc. IN— d -gm tre.l"gz and speofcelbnz e N orproperly al bcx in 1` 6p. Inc a enrol sol n. o plea o rod��ed nilho�l ils previous nrrllenecon.enl mw er..:g. MlodeJ �. NN,M r "gid rl. nMXal � Na,I iIvle-ot�l rwhW mamnls ra,iNb wd pse d,e: M ry.Ril .iIM1 Mes rr.,N mry.X wdrrrMM mrylL N Y pfWr rflt N 1\'1lah oonN11Y s DATES RELEASE. OCT. 2, 2017 P.M. UPDATES: APR, 19, 2018 SUBMITTAL DATE: 1: JUN 25, 2018 2: S: BID: CONSTRUCTION: RMSIONS Is PIN am co-efRY lapin,E Q LOD I nEYA :'K5 4J419'r, A 0 A c. •� n FE'. s'F,c�%A14o DESIGN Archltectural Solutions Group 6930 DESTINY DRIVE SUITE 100 P.00KLIFI-CA 956]] i ol,n<is �a_a roe mea ,_eom SITE INFORMATION MK TYPE: SE_FeIE JIB S: 0456 ADDRESS: 6299 COMMERCE BLVD. ROHNERT PARK, CA 94928 DRAWN BY: PROJECT 4,W18048.0 SCALE: AS NOTED DEMOIPROPOSED FLOOR PLAN 1NN0 DEMO KEY NOTES @ REMOVE EXISTING MANSARD ROOF STRUCTURE IN IS ENTIRETY, EMMUND STOREFRONT SYSTEM. PWARE FOR OREMV1T REPLACEMENT 1WTH I" DOUBLE PANE'STpRTiRONT AND DR11i—THRII MLWQK EXISTING SIGN, MAINTAIN ELECTRICAL WHIP FOR FUTURE OREMOVE SIGNAGE BY DINERS. (D EXISTING MASONRY EXTERIOR WALL TO REMAIN. 5 j 3 1 S O REMOVE PORTION OF CANOPY. REFER TO SECTIONS ON A6.0 SHEETS. REMOVE POSTER PANEL TYP. O7 REMOVE EXISTING PLANTER, TYP. I I I O REMOVE EXISTING DRIVE 7HRU WINDOW. 1 1V -1D' mP orTEf `I.'�Y O PREPARE EXISTING MASONRY WALL FOR NEW FINISH. * LAN— SIIL raP or sua EXISTING FRONT ELEVATION - SOUTH NEW FRONT ELEVATION -SOUTH SCALE: 3/16"=V -D' EXISTING LEFT ELEVATION -WEST S C A L E: 3/16"= I'-0' NEW LEFT ELEVATION - WEST SCALE: EXTERIOR FINISH SCHEDULE USE CHECKED BOX ONLY MATERIAL/FINISH COAT BYADUMONDACH MICALSMNCD (212) 635 4869-10 BARRIER COLOR: CLEAR MATERIAUFINISH: 01 EXTERIOR CEMENT PLASTER- SAND FLOAT FINISH O INTEGRAL COLOR .. Fj SHERWIN WILLIAMS SHERLASTIC 1007, ACRYLIC ELASTOMERIC COATING ❑EXTERIOR INSULATION FINISHING SYSTEM (WS) AS ALTERNATE, CONTRACTOR TO SUBSTITUTE EIFS . IN LIEU OF EXTERIOR CEMENT PLASTER ' 02 NEW FASCIA ON EXISTING 03 GREASE TANK / BULK OIL SYSTEM BOX 04 ALUMINUM STOREFRONT SYSTEM T' CLEAR INSULATED GLASS I CLEAR INSULATED GLASS T' CLEAR INSULATED CLASS W/ SOLARBAN 70XL CGATiNt . W/ SOLARBAN 60 COATING ®EXISTING TO REMAIN' 05 EXTERIOR CEMENT PLASTER FINISH COAT OVER CONCRETE CURB 06 INTERNALLY ILLUMINATED SIGNAGE (O.F.O.I., NOT A PART OF THIS PERMM) 07 WALL MOUNTED LIGHT FIXTURE 08 8" PORCELAIN WALL TILE 09 RECESSED, LOCKABLE, NON -FREEZE HOSE -BIB ENCLOSURE 10 ILLUMINATED AODwLss WATH 12' HIGH LETTERS (AS REQUIRED PER LOCAL JURISDICTION) 11 MAW ELECTRICAL SERNCE 12 LOCKABLE, IRRIGATION CONTROL PANEL 13 HOLLOW METAL DOORS AND FRAMES, MISCELLANEOUS TRIM 14 ALUMINUM COPING 15 CO2 FILL BOX METAL COVER 16 EXISTING MASONRY 17 THIN BRICK VENEER TO MATCH EXISTING MASONRY 18 NEW DRIVE THRU WINDOW, OUIKSERV, MODEL: BPSC-4236 19 NEW LED ROPE LIGHTS AT PARAPET 20 3/4" PLASTER REVEAL 21 DISPLAY POSTER PANEL & SURROUND 22 NEW LED FLOOD LIGHTS AT RODE DECK 23 EXISTING AND OR NEW LED WALL LIGHTING FIXTURE T1!:60SETT N0TF1QmQft, 24 m COLOR flew SHO". IRE' 25 FIBER CEMENT SIDING PANEL IOCC�'IEIL�ITED FTRILS'0 AM fY7f; 26 SMOOTH FINISH CONCRETE BASE 27 NEW DOOR PULL IN1N PL•OWE5 12* TO TFC WY " 1MM1.01EWT W.Y 0" SOMIL COLOR: A SNERRIN WILLIAMS:SIT 7020 'BLACK FOX O th7t tiOTE:COPlRR)d STT)Rs-Wit B S1iERW1N W%tLIAOS- SW 5321 'REWAY' WWMO IMT TiR 1HI$MN VI 'K' C STANDARD STOREFRONT: MATCH EXISTING IWE X F C & C'IT ' JjM IN D W10IE TEXT ON RED BACKGROUND 1HE FSC k C:l. ff �TiiWFY'N� E CLEAR A140DIZED i13:EE1A i5 $L`LI.'i RDILf4w W M-1 F COLOR/FINISH TO MAICII ADJACENT SURFACE^7T1?i'sif, h'E575?rkl`,`r�+tl[JT WA1.1 Br: G SHERQU AILUAVS: SPI 7Q20 'BLAv_ FOX' H CROSSVLLE SPEAKEASY 02W,.SKET GEORGIA BROWN, WITH SAND BEIGE 4148 GROUT J SHFRKSIN ATIUAMS: SW 1016 `VIHOFIX CRAY' K NATURAL CONCRETE, CRAY L RAL -70n CILARTZ GREY M RAL -7022 UMBRA CREY GENERAL NOTES: 1. ALL SIGNAGE IS UNDER SEPARATE SUBMITTAL AND PERMIT (N,I.C.), 2. C.J. = PLASTER CONTROL JOINT 3. ALL PLASTER ACCESSORIES, FLASHINGS ETC_ SHALL BE PAINTED TO MATCH ADJACENT SURFACES. (U.O.N.). 4. ALL EXTERIOR WALL OPENINGS FOR RECEPTACLES, HOSE BIBBS, ETC, SHALL BE SEALED. SEE FLOOR PLAN, GENERAL NOTES, AND SPECIFICATIONS FOR ADDITIONAL NOTES. 5, R.J. = 3/4- PLASTER REVEAL JOINT in the box. 9330 BALBOA AY'NUE SAN DIEGO, CA 92123 © 2007 Jack in the Box Inc. s tlug+s, anowngs o"d ept:incolv,s res I!,e poper1 of Jock !n Iha 0oR Inc and eM1Dll nal De copied o reDrptluced without Its prenous wrillen consent. sob sep a�w.. was u.ir• d. �s1b1 a E�V+�p t!.-apa.IMm �..+rll MW McWcm MMws �1 M�Ms 1"e�9 e'si1"g � h lab s'se N M � Y a i ds sea re w�oea � RELEASE: OCL 2, 2017 P.M. UPDATES: APR. 19, 2018 SUBMITTAL DATE: I: JUN 25, 2018 2: 3: BID: CONSTRUCTION: QI Byaac�.x, taARaix 7R:1,y AQ Pgm p w Y rys 9/412at 0 A :LY�'LOf jC_spl ao�inlr!r Pik DESIGN Architectural Solutions Group 6930 DESTINY DP.IVE SUITE 100 ROCKLIN, CA. 95677 MIN, 0547M Ne�s.p+sywzw SITE INFORMATION MK TYPE: 5E -FMD JIB 1: 0456 ADDRESS: 6299 COMMERCE BLVD. ROHNERT PARK, CA 94928 DRAWN BY: PROJECT 1 B048-0 SCALE: AS NOTED EXTERIOR ELEVATIONS A41.0 +V-,0wm - i0P OF GWBPY 4,v"— EXISTING REAR ELEVATION - NORTH DEMO KEY NOTES (D REMOVE EXISTING MANSARD ROOF STRUCTURE IN ITS ENTIRET A EXISTING S10RpRONT SYSTEM. PREPARE FOR OREMOVE REPL02361911 VGTH NEW DOUBLE PANE STRRIFFII T AND SlIERVAN VALLDMMS: SW 6321 "REDBAY 111iiR3T � AM JAM 14 DRIVE-ITIWO WINDOW. C EXISTING SIGN, MAINTAIN ELECTRICAL -11 FOR 1U13 OREMOVE SIGNAGE BY OTHERS. QEXISTING MASONRY EXTERIOR WALL TO REMAIN, E F PORTION OF CANOPY. REFER TO SECTIONS ON A6.0 OREMOVE SHEETS O6 REMOVE POSTER PANEL, TYP. �7 REMOTE EXISTING PLANTER, TYP_ OB REMOVE EXISTING DRIVE THRU WINDOW. O9 PREPARE EXISTING MASONRY WALL FOR NEW FINISH. NEW REAR ELEVATION - NORTH S G A L E : JAG- 1' EXISTING RIGHT ELEVATION - EAST S C A L E: 3/16"= 1'-0" NEW RIGHT ELEVATION - EAST SCALE: 3/16"=1'-0' EXTERIOR FINISH SCHEDULE USE CHECKED BOX ONLY em -MATERIAL/FINISH AN11-GRAFFI111 COATING: DUMOND CPU647 GRAFFITI BARRIER - COLOR COAT BY DUMOND CHEMICALS INC. (212) 869-6350 COLOR: CLEAR MATERIALIFINISH: 01 EXTERIOR CEMENT PLASTER- SAND FLOAT FINISH a INTEGRAL COLOR FISHERWIN WILLIAMS SHERLASTIC 1009" ACRYLIC ELASTOMERIC COATING ❑EXIMOR INSULATION FIMSHING SYSTEM (EWS) AS ALTERNATE, CDNTRACIOR TO SUBS1ITJIE ED'S _ IN LIEU OF EXTERIOR CEMENT PLASTER 02 NEW FASCIA ON EXISTING 03 GREASE TANK / BULK OIL SYSTEM BOX 04 ALUMINUM STOREFRONT SYSTEM ❑ 1' ClI INSULATED GLASS 11 1 CLEAR INSULATED GLASS 1' CLEAR INSULATED GLASS W/ SOLARBA4 7O1LI CJATWG ❑ W/ SOLARDAN 64 COATING EXISTING TO REMAIN „ 05 EXTERIOR CEMENT PLASTER FINISH COAT OVER CONCRETE CURB .. 06 INTERNALLY ILLUMINATED SIGNAGE (O.F.O.I , NOT A PART OF THIS PFERMI) 07 WALL MOUNTED LIGHT FIXTURE OB B" PORCELAIN WALL TILE 09 RECESSED, LOCKABLE, NON -FREEZE HOSE -BIB ENCLOSURE 10 ILLUMINATED ADDRESS WITH 12" HIGH LETTERS (AS REQUIRED PER LOCAL JURISDICTION) 11 MAIN ELECTRICAL SERVICE 12 LOCKABLE, IRRIGATION CONTROL PANEL 13 HOLLOW METAL DOORS AND FRAMES, MISCELLANEOUS TRIM 14 ALUMINUM COPING 15 CO2 FILL BOX METAL COVER 16 EXISTING MASONRY 17 THIN BRICK VENEER TO MATCH EXISTING MASONRY 18 NEW DRIVE THRU WINDOW, QUIKSERV, MODEL BPSC-4236 19 NEW LED ROPE LIGHTS AT PARAPET 20 3/4" PLASTER REVEAL 21 DISPLAY POSTER PANEL & SURROUND 22 NEW LED FLOOD LIGHTS AT ROOF DECK 23 EXISTING AND OR NEW LED WALL LIGHTING FIXTURE UEgamt INTET m- 24 25 FIBER CEMENT SIDING PANEL fiFD GLi� %;M' §0N.FZ1`'�'- 26 SMOOTH FINISH CONCRETE BASE FD#R.WH1F•r) TIM.tsT LINO 1xsLoas 27 NEW DOOR PULL �mINI'rA rAv Q IX mc LUT ITCH PAAAPEffox, COLOR: G%WWS�i1Y T D«ma y A SO -EMU UmuAMS: SW 1020 'BLAC< FOX" N Or 8 SlIERVAN VALLDMMS: SW 6321 "REDBAY 111iiR3T � AM JAM 14 C STANDARD STOREFRONT: MATCH EXISTINGT11E 3C1! i':C (-.1L` jTFn';~=T?1;C1Y D TRITE • TEXT ON RED BACKGROUND - .. ' E F CLEAR ANODIZED COLOR/FINISH TO MATCH ADJACENT SURFACE G SHERWIN WILLIAMS: SW 7020 "BLACK FOX" H CROSSVILLE SPEAKEASY AV283, SWEET GEORGIA BROWN, WITH SAND BEIGE H14B GROUT J SHERWIN WILLIAMS: SW 7016 "MINDFUL GRAY" K NATURAL CONCRETE, GRAY L RAL -7039 QUARTZ GREY M RAL -7022 UMBRA GREY GENERAL NOTES: 1. ALL SIGNAGE IS UNDER SEPARATE SUBMITTAL AND PERMIT (N.I.C.). 2. C.J. = PLASTER CONTROL JOINT 3. ALL PLASTER ACCESSORIES, FLASHINGS ETC. SHALL BE PAINTED TO MATCH ADJACENT SURFACES. (U.O.N.). 4. ALL EXTERIOR WALL OPENINGS FOR RECEPTACLES, HOSE BIBBS, ETC. SHALL BE SEALED. SEE FLOOR PLAN, GENERAL NOTES, AND SPECIFICATIONS FOR ADDITIONAL NOTES 5. R.J. = 3/4' PLASTER [WEAL JOINT a I in the box. 9330 BALBOA AVENUE SAN DIEGO, CA 92123 J 2007 Jack in the Box Inc. TMen -FI m ngs and yaikwl,ms e Ike pcapalOypol Jock in Ihv Box Inc and eM1oll nal capled a reproduced nilM1opl Its previous wrillen consent. .a.rqr Ne.•w n H.•eM r.«d av w .ran •uw+Amor ..`.n tdetl M k'-3 u, An kl n•!c1 ,T Nn Mery w�bn ti+„.ebw-.� RELEASE: OCT. 2, 2017 RM. UPDATES; APR. 19, 2016 SUBMITTAL DATE: 1: JUN 25, 2018 2:_ 3: BID: CONSTRUCTION: REVISIONS 1Q CpPF,NiS , ", 0 11W Ft,7x iLEWAli,:15 4/i12O3fi Ins A A ,� LSEc., stets r{f */SfFOf Pt�i DESIGN Architectural Solutions Group 5-30 DES1114Y DRIVE SUITE 100 HOCKLIh, CA 45677 r1ti .+usu nwe.IregKss+ MK TYPE: 5E -FMD JIB /: 0456 ADDRESS; 6299 COMMERCE BLVD. ROHNERT PARK, CA 94928 DRAWN BY: PROJECT #:JIB1BD48.0 SCALE: AS NOTED EXTERIOR ELEVATIONS NEW REAR ELEVATION - NORTH NEW RIGHT ELEVATION - WEST SCALE: 3/15"= V-0' NEW LEFT ELEVATION - EAST S C A L E: 3/16'= 1'-0" NEW FRONT ELEVATION - SOUTH S C A L E EXTERIOR PAINT COLORS CROSSVILLE., SPEAKEASY, SWEET GEORGIA BROWN AV283 SHERMN WILLIAMS SW6321 "REURAY' RAL -7039 "QUARTZ GREY" SHERWIN WILLIAMS SW7016 "MINDFUL GRAY" SHERWIN WILLIAMS SW7020 'BLACK FOX" V-0" Q in the box. 9330 BALBOA AVENUE SAN DIEGO, CA 92123 © 2007 Jack in the Boz Inc, me.e aasly,P, aroany1 nna : edAeonpnc o�nn yroP b oP anon in lne Bob Inhell nvl e. eonlee eeP'neea.a nllhv�l Its D'allous erilten c.mm�l. ic�ae�p e1bMd w inlmeetl to mMl Ns F ygvFy ile-mopl mslvd'm 6,mnnls prAdetl IM1oI mtll use aces eiN INn gorrnag nAilele F Ne dale r� eelAe evA b to k {+Iam!i m•i s8 neM la be moefed to omp'! m>ti-nlh ro!rs nd ale-mealu emelins DATES RELEASE: OCT. 2, 2017 PM UPDATES: APR.. 19, 2016 SUBMITTAL DATE: l: JUN 25, 2018 2:` 3: B D: CONSTRUCTION: REVISIONS 10 t ptpf 4.-=." 3 Tf!ltiag QA JR4 E1fYATj�fRiTU1$ A A A 0 ct`tii� hYC.a%. ' rf 1.}Ij+1 I'tF C'f CA\f� P yI1 kA DESIGN Archilectural Solutions Group 6930 DESTINY DRIVE SUITE 100 ROCKUI I, CA -5677 Inel n " IAsaro6mm a�ncaccm R, W Pear. Ar_n,iecl SITE INFORMATION MK TYPE: 5E_FI,ID _ JIB #: 0456 ADDRESS: 6299 COMMERCE BLVD ROHNERT PARK, CA 94928 DRAWN BY: PROJECT #: JIB 18048.0 SCALE: AS NOTED EXTERIOR ELEVATIONS (COLORED) A4.2 it EXISTING BUILDING SECTION 35T-8" TOP Or It" PQRMET PROPOSED 13UILDING CROSS SECTION -----r --- r----ir— r-------------Z_f----- WALK-IN COOLER I I I KITCHEN 1 PUBLIC rT� rD' r-1 ran or PAR-APET Ir b4 b I�1 39'-d — mNoow s1L1 in the box. 9330 BALBOA AVENUE SAN DIEGO, CA 92123 © 2007 Jack in the Box Inc. n.. doig,x, Jo.ings antl W®fal(cns e Iproprof .nick In IM1e Bax lire ontl h b Ipll nol be -pled w protlucltl nllhoul els prnNeus Mltm concur! 1w NRy r0,�-d n Vial Y x.w h ��til I Ywl1 •S.leal7�.Lr MY+ Ed w r YnYrt Bq Mr�lrl •,• Ntl�r141+1+•'. DATES RELEASE; OCT. 2. 2017 P.M. UPDATES: APR_ 19, 2018 SUBMITTAL DATE: 1: JUN 25, 2018 2: B0: CONSTRUCTION: REVIS1014S Q tg DHIX wls8nn rRrflC,p ® i�iyrNL t Ivr(cns n11ne!g F A r c� 00 'IF Pel DESIGN Architectural Solutions Group 6930 DESTINY DRIVE SUITE 100 RO-KLIN. CA 95677 1916) 41S5)i9 rpeioiprt,dgYc cwn MK TYPE: 5f -FMD JIB /: 0456 ADDRESS: 6299 COMMERCE BLVD. ROHNERT PARK, CA 94928 DRAWN BY: PROJECT k: JIB 18048.0 SCALE: AS NOTED BUILDING SECTIONS zxs'-10' Arr 1. in the box. 9330 BALBOA AVENUE SAN DIEGO, CA 92123 © 2007 Jack in the Bax Inc. .ep derv^.. aa.iny: ora � Kalem me prnpalr or eek m lne�ep. m� and pbpll npl be cppietl a reproduced nllboul Its p ensue nrlllen cpnsenl @a a^•^9r Aladrd ve nIMN 6 .nr: n prw'AN .� RELEASE: OCT. 2, 2017 P M. UPDATES: APR. 19, 2018 SUBMITTAL DATE: 1: JUN 25, 2018 2: 3: BID: CONSTRUCTION: Q1 110.4 05M omww5 fmm-16 AQ :maxim, Fl(t'AN;AJIL4' 71p 0 0 A PQM DESIGN Architectural Solutions Group 6930 DESTINY DRIVE SUITE 100 ROC KLIN, CA 95677 •Y.1 .Ys s�,b SITE INFORMATION MK TYPE: SE ±41.) JIB J: 01*6 . ADDRESS: 6299 COMMERCE BLVD. ROHNERT PARK, CA 94926 DRAWN BY: PROJECT #: J1818048.0 SCALE AS NOTED WALL SECTIONS WALL SECTION A6.0 r