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2018/04/12 Planning Commission Resolution (2)PLANNING COMMMISSION RESOLUTION NO. 2018-24 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF ROHNERT PARK, CALIFORNIA, APPROVING SITE PLAN AND ARCHITECTURAL REVIEW FOR THE SPLASH EXPRESS CAR WASH COMMERCIAL PROJECT (APN 143-950-001) WHEREAS, the applicant, Jonathan Ramos for Ramos and Associates, filed Planning Application No. PLSR17-0013 for Site Plan and Architectural Review for construction of a car wash on property located at 200 Classic Court (APN 143-950-001), in accordance with the City of Rohnert Park Municipal Code; WHEREAS, Planning Application No. PLSR17-0013 was processed in the time and manner prescribed by State and local law; WHEREAS, on April 12, 2018, the Planning Commission conducted a Study Session for Planning Application No. PLSR17-0013 at which time interested persons had an opportunity to provide comments on the project; WHEREAS, on April 12, 2018, the Planning Commission reviewed Planning Application No. PLSR17-0013 at which time interested persons had an opportunity to testify either in support of or opposition to the project; and, WHEREAS, at the April 12, 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. PLSR17-0013. 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. Findings considered: The Planning Commission, in approving Site Plan and Architectural Review, PLSR17-0013, makes the following factors, to wit: 1. That the development's general appearance is compatible with existing development and enhances the surrounding neighborhood. Criteria Satisfied. The project is located immediately adjacent to other existing commercial and industrial buildings and properties on the east side of the City. The building design will be consistent with commercial and industrial structures in the immediate area. The proposed car wash use is consistent with the intent of the I -L Zoning District and complies with all Zoning Ordinance Section 17.10 — Development Standards, including; height, setbacks, parking, lighting and landscaping. The proposed architecture, landscaping choices, lighting elements, and overall site design components give the car wash and surrounding commercial structures a consistent look and feel. This proposed car wash building and facilities are of a commensurate scale in terns of height and massing, and is compatible with existing and planned development in the surrounding regional commercial district. As proposed and planned, the car wash commercial building fits within the type and uses of buildings in the immediate surrounding area in terms of building typology (e.g. appearance of building). 2. 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 new building has an attractive appearance with a variety of materials including white and navy blue colored cement plaster walls with stone veneer, and light grey aluminum storefront windows. There is articulation in the building walls including setback and variations in the roof height. The variation in bulk and fagade depth further enhances the buildings attractiveness. The style and colors of the building will be compatible with the adjacent commercial structures giving the commercial property a consistent appearance with its surroundings. 3. 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. A network of sidewalks, crosswalks, pedestrian signals, and curb ramps provide access for pedestrians in the immediate vicinity of the proposed project site. Classic Court and State Farm Drive will provide pedestrian and cyclists safe access to the car wash facility. The proposed project would add two (2) new `U-shaped' bicycle racks that could accommodate up to 4 bicycles. Vehicle and pedestrian connections currently exist on the subject property and will not be altered by the proposed project. The building and vehicle entries are well defined and visible from both Classic Court and State Farm Drive to the car wash facility. This is complemented by the proposed lighting, landscaping, and planned signage. Section 3. Environmental Clearance. In accordance with the California Environmental Quality Act (CEQA), an EIR was prepared for the PDA. Because the property is located within the PDA, an analysis was prepared to evaluate the consistency of the proposed project with the PDA EIR. As demonstrated in the analysis, the proposed redeveloped car wash building project is consistent with the PDA Plan analyzed in the PDA EIR. Impacts associated with the project are consistent with those previously identified and analyzed in the PDA EIR and implementation of applicable mitigation measures, as identified throughout this consistency analysis, would ensure that all project -related impacts remain less than significant and consistent with the PDA EIR. NOW THEREFORE BE IT RESOLVED, that the Planning Commission does hereby approve Planning Application No. PLSR17-0013 subject to the following conditions 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 12th day of April, 2018 by the City of Rohnert Park Planning Commission by the following vote: AYES: 5 NOES: � ABSENT: 0 ABSTAIN: -0 ADAMO+�_BLANQUI BORBA Q IUDICE HAYDON erson, Rohnert Park Planning Commission Attest: z Susan AzeVedo, Recording Secretary J EXHIBIT A ADOPTED PER PLANNING COMMISSION RESOLUTION NO. 2018-24 CONDITIONS OF APPROVAL: 200 CLASSIC COURT SITE PLAN AND ARCHITECTURAL REVIEW The conditions below shall apply to the Indutrial Building project located at 200 Classic Court (PLSR17-0013). 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. EnjZineerin2 Conditions 5. Landscaping shall be constructed in accordance with the State's 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 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. 6. A separate irrigation meter will be required 7. An encroachment permit will be required for any work in the sidewalk and/or street. 8. Any new trees within five (5) feet of the public right-of-way or within five (5) feet of any paved areas within the project shall have root barriers that are approved by the City Engineer. 9. A geotechnical report must be provided. 10. All improvements shall be designed in conformance with: the City of Rohnert Park, Manual of Standards, Details and Specifications in effect at the time of development 11. The grading plan shall be prepared by a Registered Civil Engineer, licensed in the State of California and shall be submitted for review and approval by the City Engineer. 12. Any portions of sidewalk fronting the property that are not up to accessibility standards shall be brought up to current standards. The ramp at the intersection of Classic Court and State Farm Drive on the property's frontage shall be brought up to current standards. 13. Driveway entrances shall be designed to meet the requirements of the City Standards and the City Engineer. 14. Site photometrics are to be submitted with the Site Civil Drawings for review and approval. 15. The improvement plans shall be in conformance with the City of Santa Rosa Storm Water Low Impact Development Technical Design Manual (latest edition). 16. The project shall apply for and comply with the City's standard Master Maintenance Agreement for all onsite stormwater best management practices. 17. No lot to lot drainage is allowed. No concentrated drainage may discharge across sidewalks. All site drains must be connected to the public storm drain system, or discharged through the face of curb or to an established waterway. 18. Sewer grades must be designed such that ultimate finished floors are a minimum of 12" above upstream manhole or clean-out rim elevations 19. The improvement plans shall show water services to all building. All City water meters shall be located within the right-of-way unless otherwise approved by the Development 2 Services Department. The improvement plans shall show fire protection in accordance with the requirements of Rohnert Park Fire Department. 20. Joint Trench plans shall be submitted with all site improvements 21. All onsite utilities shall be placed underground 22. The applicant shall secure an encroachment permit from the City prior to performing any work within the City right of way or constructing a City facility within a City easement. 23. All stockpile locations shall be shown on the grading plans 24. A utility study for storm water, domestic and fire water, and sanitary sewer shall be submitted for review. Include sizing of each line. 25. Both driveways need to have an accessible path through them, please refer to the City of Rohnert Park's manual of standards for design options. 26. Abandonment of existing utilities on-site shall be required, including the grease -oil interceptor. 27. Applicant shall submit a MID for the water being used/ recycled for the car wash. 28. The existing water line lateral in Classic Court is 1 1/2", and will be required to be upsized unless determined otherwise by the utility study. 3 Resolution No. 2018 - Approved Planning Commission Meeting q .1 I- , SPLASH EXPRESS CAR WASH SITE PLAN AND ARCHITECTURAL REVIEW CONSULTANTS., DESIGN CONSULTANT/ARCHITECT SURVEYOR RAMOS AND ASSOCIATES, INC. ZIEBATECH LAND SURVEYING 3654 RUTHERFORD WAY 9925 WINDSOR WAY SANTA ROSA. CA 95404 SAN RAMON. CA 94583 PHONE: (707) 318-2990 PHONE: (925) 551-0108 CONTACT: JONATHAN RAMOS CONTACT: EWA ZIEBA CIVIL ENGINEER GEOTECHNICAL ENGINEER BKF ENGINEERS KORBMACHER ENGINEERING, INC. 200 4TH STREET, SURE 300 480 PRESTON COURT, SUITE B SANTA ROSA, CA 95401 LIVERMORE, CA 94551 PHONE: (707) 583-8500 PHONE: (925) 454-9033 FAX: (707) 583-8539 CONTACT: BRUNO KORBMACHER CONTACT: GEOFF COLEMAN LANDSCAPE ARCHITECT T OLIVE STREET PO BOX 2083 PETALUMA, CA 94952 PHONE: (707) 280-8990 CONTACT: ROD SCACCALOSI BUILDING DESCRIPTIONS: =WINGWASH BUI GING MNN OCCUPANCY CONSTRUCTION TYPE: V -B USE GROUP: B AREA (GROSS): 2,675 SO FT. HEIGHT: 19 FEET A.F.F. = o� q�0 �WCIN" MAP SHEET INDEX: T-1 COVER SHEET AND SHEET INDEX 1 TOPOGRAPHIC SURVEY C-1 PROJECT INFORMATION (CIVIL) C-2 GRADING & UTILITY PLAN (CIVIL) L-1 PRELIMINARY LANDSCAPE PLAN SP -1 PRELIMINARY SITE PLAN SD -1 TRASH ENCLOSURE SNA -1 PRELIMINARY SIGN PLAN A1.1 PRELIMINARY FLOOR PLAN A20 EXTERIOR ELEVATIONS (COLOR) SCOPE OF WORK: THE SCOPE OF WORK FOR THIS PROJECT IS TO DEMOLISH AN EXISTING SELF -SERVE CAR WASH AND CONSTRUCT A NEW ATTENDED SELF -SERVE AUTOMATED CAR WASH. THE CAR WASH WILL CONSIST OF A 75' CAR WASH TUNNEL, (B) VACUUM STATIONS, NEW SIGNAGE AND NEW SITE INGRESS/EGRESS ACCESS. PROJECT DATA - LOCATION: 200 CLASSIC COURT ROHNERT PARK, CALIFORNIA PROPOSED LOT AREA: 325,314 S.F. (0.58 AC) OWNER: SANTA ROSA AVENUE PARTNERS, LLC 1275 SANTA ROSA AVENUE SANTA ROSA. CALIFORNIA 95404 707-292-4243 CONTACT: LAWRENCE AMATURO LAWRENCEOJIM BONEAUTO.COM H Q w 3 t = a O a D U V U U � c = g z �g = oCO) U U W = 3 w : a 'Q� w� W J D Q Z U w<�Q FJ7 cf) cf) Q FJ7 t CO b POUND a� ti _ RA OF 86AR(Nd� _ VS; 30'00"8 912.20' (YON-YONJ YONUYEYl — _ 182.00' e7 YDNUYBNT YW 96.99 M9JO SSNi 6"SS F95 213 PSS /"SY PSS 655 665 655 dA FS_ !'S5�® -PIN 'To IKCDRa (ILA•AY,] Ip i .rot roan. cft-rna9 CLASSIC COURT to E M ADW,O ,wAaRH >I8 A = 211 b R= 36.00' Jn L = 32.22' dal a '�� 9e taut. D- $ g01 $ya MAC, sRR R�$ 9 . n Pz P 9 S: LONE. DWY 41o PID y1A H PS 9 Agit _ r _ _ - _ N9T30'00"8 _ _ _ - R J _ _ raRv �qr,-- r..x 171.12' J a T > =,, 9T T.m 93 g130 q5?9 p5 _T dll — d�„•r d P'3�D 6' P. 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POE .OR10E/ U ��:gP to ® STgdi DRAIN MANHOLE/ 'v 1 • $ I y \ ` f1Y! y TELEPHSANITARY SEWER NANHCA1 o D6T ® ONE I/ANHO.E D. AC PALEY£M v STREET SGN � • a> e� D 1?. #Y.m g \ \ \ .� 8 A b Q TRAFPSI C GNAL IN.1EAle WATER VALVE a LW fA '7 ` tI0 • yi a �^ 976] 97.82 x — — NRyY;TFD PR64ittY WH[ CS -05 RE 4E.18 •1 �'ty 9) 1-'m LE — — "— ABAACENT FARM UI ' lAN�9lRi 1 w5.°T C�, It, 9a .v 9llu PJs O B 8J 4 EASEMENT UNE N c P1 J CNA AC PAl21EM lrs0 D>.A] C— —_ C / wL�° ge A9 le 96.11 �' 900 Jyw� •9?4 .9751 •qT 6A . 6 yJ , 4 w � �o ^u •9^ a1 'a +� � '� � - $ 91//✓ \ to CLP•'► r �'' y.1 D sr HL°S 4 °.i, D� 9TeA 9' ��n i HAyVe 66 b IG' f� PLANTER P' F ' OMCE a a�01' m 991 yQ> n 71 AD _ • m a ry 0 � R9.NrS 9g. W'rrr & d+ rRCTRM 0 V o �9^(trPl 9a 99.m � I q°e 97.97 o• 2?B2j. 8 S. � � �r 0 GRAPHIC SCALE o Z E� g�e -A— iwrzRM - _ I INFENT) �$ IIp n- RO 1Incl = 10 IL H3 � as, 9 It \ ` ` ` I OATS OPFIE-0 SURVEY JULY 24, ]017 TOPOGRAPHICSURVEY SHEET 1 1 v I ° DANE OF PIAT OR AAAP JULY JI, 2017. ,200 CL,94"SIC COURT i ROHM PARC SONOMA OOl!<Iry OALF"171Di11 or 1 SHEETS JOB Na THE EMSTENCE AND LOCATION OF ANY UNDERGROUND UTUTES, PIPE SIZES AND/OR STRDCTRRS :IIOYVH ON W. SURVEY WERE C9tAa1ED Dr A SEARCH. OF AVA A RDC'AR(. 0 THE IRS OF WR MMOI TIRE AAE NO •" 4AA� �OAW 1>(' G iY. 9 y SIGNED: G�T�- rf OY ^-_ __L b _J �� B�iBr Splash E)QNBBB V61 W�11 EY ATML Ur TAUT Lf[[Pi A4 LMM1 ON THIS SURTSr MC (OIrRA S A /MAC OF ANY AND im. NM ROM DERA. LS 8246 ZEn W�iA.l� LA /JCOA W25 LEWD VI)AY AReaa AD URYEYA43 SS?6 WrD6[7R WAY 17-0730 LOCDAMAGE UBLIC OnMRI uEHIT1E5 SHALL SHALL BEL'RESPO SL TO ANY PUBLIC qt PRIVATE UTILITIES. SHOWN BOR NOT SHOWN HEREON y)C dl' 01 GL`E� 01 BAN RAMON , CALFORNLA Wi383 9°' gel FFK*e (046) sm-me E-WJU ESA a AOLCOM wl DAR IErsaRecx •I 4 t/4• R i -,r•• R ASPHALT CONCRETE AGGREGATE NA DESIGN REVIEW SITE IMPROVEMENT DRAWINGS FOR 6' 11• 1• 1/4• R T• ASPHALT CONCRETE BO CAR APN WASH SUM STOW GRAIN QAVHOLE BFP BACKELON GE VICE SS ASPHALT CONCRETE BSL AGGREGATE BASE SSCO CURB DETAIL CB CATCH BASIN SSMH NO SCALL t/4• R i -,r•• R ASPHALT CONCRETE AGGREGATE NA DESIGN REVIEW SITE IMPROVEMENT DRAWINGS FOR SPLASH SSLOPE EXPRESS ASPHALT CONCRETE BO CAR APN WASH SUM 200 CLASSIC COURT ROHNERT PARD, CALIFORNIA A.P.N. 143.950.001 CURB 3A B' Y� r CUTTER UP TO CONFORM TO SIDEWALK CURB DETAIL , CURB TAPER DETAIL NO SCALE NO SCALE LOCATE CURB OEPRESSIMS WFM SHOWN ON THESE DRAWINGS At IN fAVA1.S NOT EXCEEDING 15 -FEET ON CENTER BLIT PROVIDE WEAKENED PLANE Jd 15 1/6 -MOI WOE AND 1.5 -TNM DEEP (KAT /5 -STT, PROVIDE EXPAtSON JONiS £KAY 60 -FEET AND AT CHANGES N DIRECTION. USE 1/4 -MCH THICK MEMOLOEO DONT FILLER FULL THICKNESS or CONCRETE n CURB DEPRESSION DETAIL NO SCALE REFER TO THE LANDSCAPE ARCHITECTS DRAWINGS FOR PLANTING q� 4 --] 1 CN0 GTO DE I-0.50' 1/ (SEE PLAN) ' TiA y►* I wt TG '1%A BiOSWALE HEMA MIX HAVING I' - APOROSITY OFATLEAST I.___... .. 50% OR EQUIVALENT 10 MIL PL -GC MOTS VIRE RARRIER, NOT" SKIES EXTEND BATIK w BARRIER 6-NC"ES BELOW SVB MEDIA MIX INTO CRAGE. �l BIORETENTION FACILITY DETAIL NO SCALE A Eeq • CUTTER PAN SLOPE NOT TO EXCEED 21 IN ACCESSIBLE AREAS WHERE CURB AND CUTTER ARE PERPENDICULAR TO A CONCRETE SURFACE, GUTTER SLOPE SHALL CONFORM TO ADJACENT CONCRETE SLOPE. PL �r r� ASPHALT - AGGREGATE BASE• 6• CLASS 'A' PCC CONCRETE INN B- CLASS 2 AGGREGATE BASE n VALLEY GUTTER DETAIL NO SCALE 1/4• STEEL CHECKER PLAIT COVER TB per{ STORM DRAIN LABEL N ACCORDANCE WITH CITY OE ROHNERT PARK STANDARD 409 .INCH DEEP S1DE OPENING _0 WHERE SHORN AS FL ON PLAN SHOWN ON PLAN (1 DROP INLET DETAIL NO SCALE NOVEMBER 2017 ROHNERT PARK GOLF COURSE DR W r�� BUSINESS PARK)DR SITEC 9 pxo � VICINITY MAP NOT TO SCALE INDEX OF DRAWINGS 1. PROJECT INFORMATION 2. GRADING & UTILITY PLAN DESIGN REVIEW NOTES TOPOGRAPHIC NAPPING, INCLUDING THE BOUNDARY AW NAPPING OF UNDERGROUND UTILITIES WAS PERFORMED BY ZIEBATECH LAND SURVEYING ON JULY 24, 2017. THE SITE LAYOUT WAS PROVIDEDTO SKF BY RAMOS ASSOCIATES, FOR THE INTENT OF EVALUATING THE SITE GRADING, DRAINAGE AND STORM WATER LOW IMPACT DEVELOPMENT FEATURES AT A PRELIMINARY LEVEL FOR THE PURPOSE OF SECURING AN ENTITLEMENT. ADJUSTMENTS MAY BE MADE DURING THE OEVILOPYENI OF CONSTRUCTION DRAWINGS TO FACILITATE THE REQUESTS OF CITY STAFF, THE BUILDING CODE AND LOCAL REGULATIONS. FIRE HYDRANTS, BUILDING SPRINKLERS ANO FIRE DEPARTMENT CONNECTIONS FOR BUILDING SPRINKLERS WILL BE REQUIRED WITH THIS D€VELOPLEENT. THESE FACILITIES WILL BE LOCATED AND SIZED IN ACCORDANCE WITH THE BUILDING CODE, A'PL ICABLE CITY STANDARDS AND LOCAL REGULATIONS WITH THE DEVELOPMENT OF CONSTRUCTION DRAWINGS. THE PROFESSIONAL PREPARING THESE DRAWINGS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR IRMIItNORIZED CHANCES TO OR USES OF THESE DRAWINGS. CHANGES TO TIES( DRAWINGS 1R151 BE REQUESTED 1N WRITING AIS BUSY BE APPROVED BY THE PROFESSIONAL PREPARING THESE DRAWINGS. OWNER: SANTA ROSA AVENUE PARTNERS, LLC 1275 SANTA ROSA AVENUE SANTA ROSA, CA 99404 PH: 292-4243 CIVIL ENGINEER: BKF ENGINEERS 200 4TH STREET. SUITE 300 SANTA ROSA, CA 95401 PH: 583-8500 FAX: 583-8539 ARCHITECT: RAMOS AND ASSOCIATES. INC. 3654 RUTHERFORD WAY SANTA ROSA, CA 95404 PH: 318-2990 FAX; 623-9181 SYMWLS a LEGM XIE STING PROPOSED (� CENTERLINE MONUMENT VALVE BACKFLOW PREVENTION DEVICE FIRE HYDRANT �-3}F STREET LIGHT CATCH BASIN - TREE XTREE TO BE REMOVED -- PROPERTY LINE -- - BUILDING SETBACK EASEMENT CENTERLINE -------- GRADE BREAK FLOW LINE FENCE SIZE* 55 SANITARY SEWER - 94 STORM DRAIN Fw W WATER E UNDERGROUND ELECTRIC LINE ASPHALT CONCRETE ^_ate_: saes^e3 DETECTABLE WARNING O VALLEY GUTTER C.' ••,_.' BIORETENTION AREA IH� INVERT AT CLEANOUT OT KEYNOTE I DETAIL IDENTIFICATION CT SHEET WHERE DETAIL IS SHOWN ABBREVIATIONb (D 9KF ENGINEERS 14u a a s 3 � v tali 9L N z M C-1 OF Z O a Mi li LLL Z I— W m IL 41 MORE OR LESS SSLOPE AC ASPHALT CONCRETE BO STORM DRAIN APN ASSESSWI'S PARCEL NUMBER SUM STOW GRAIN QAVHOLE BFP BACKELON GE VICE SS SANITARY SEWER BSL BUILDING SETBACK LINE SSCO SANITARYSEWER CLEANOUT CB CATCH BASIN SSMH SANITARY SEWER MANHOLE E ELECTRIC TEL TELEPHONE FF FINISHED FLOOR TB TOP OF BOX FG FINISHED GRADE TC TOP FACE OF CURB FL SURFACE FLOWLINE TG TOP OF GRATE GI ORATE INLET TYP TYPICAL IN INCHES UB UTILITY BOX ENV INVERT - SOTTOY INSIDE OF PIPE VAC VACUUM LP LOW POINT W WATER PUE PUBLIC YTIUTY EASEMENT will WATER METER (D 9KF ENGINEERS 14u a a s 3 � v tali 9L N z M C-1 OF Z O a Mi li LLL Z I— W m IL 41 I 4 1: pHKF ENGINEERS R IX]919# * �• M1 CLASSIC COURT Q 11;. v.aa PC42 7 tC MA! Ion 98.Of IC %T9 u n i, - Z N TC 90.7: r TC 9L9 ' 1--4 9)IC 97A / NEW SIGN TC %.STC f0.{ f1 97.7 N' it %? I 7C %A - II, w CA a -_�� ! • • • • • LANDS OF SANTA ROSA AVENUE I e I -I I • /'• I■ €>; ti �� 9• - PARTNERS, LLC ��1 we PUE f. • • • • . 7.{ APN 143-950-001 I I i • f T • 1B 97-Y MRV Y.f.7' •� � I f� VI � (`j I -I 1C 9).7 � ,st ... �D-A9Ez,; . • .73{ 9F. . • I o. � • I I a / / • . • . - / FG 97.9° ha R III y 1j' SD I a li oF69k0 B n 1 tC 97.5.I r I 7 IN NO. z I':•I WITAT� s f w rc 90.f .` a M 94 {{I{{ I / MV 9a { J ' .� I a W % %.r �� v TC J x v Lu 149 Ike ff LIT CL a C 0.9 N /OAC `�. \ •.. � y i l .�I � a 8 V ? A I \ ` BUILDING li Jo NO 3 o. WV 94.7 8919 1` = 10' Zak ` - • �� _ _ _ - -97I A KEYNOTES O1 EXISTING SERVICE TO REMAIN. CONNECT TO EXISTING UTILITY. l� \ � I O RELOCATE EXISTING UTILITY. O SAMPLING MANHOLE. ��a► �efR(•�, ® SAND OIL WATER SEPARATOR,Y OS SIDEWALK DRAIN. o5$ © TIE INTO BACK OF EXISTING CATCH BASIN.0ra ng Numbe< 7O REMOVE EXISTING DRIVEWAY APRON AND REPLACE WITH NEW PUBLIC SIDEWALK. i \ ` C-2 ,F. 2 OF 2 PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME CONT WUCOLS ACCESSIBLE DRIVE ACCENT PLANTING . ARIrs+Vs r+'•n,aht*' Arbutus Standard 15 gal Low CLASSIC COURT AP ESCAPE LANE DRIVEWAY _ S • y , 4 9 Cercis conadensis Eastern Redbud MullFlrunk 15 gal Law _ TRASH ENCLOSURETO BE SCREENED K s Nil •M(HI SIGN Laurus nobilts -Saratoga- Sweet Bay 15 gal Law Q�' • X � ATTENDANTS BOOTH J ® EMPLOYEE PARKING Q 3 f ^ �. / ! vncuuM STAnoNs Pislocia chinensis'Keith Davey' Keith Davey Chinese Pistache 15 gal Low / p IBK- 4 0 (FOR STORM �Ir -� �• r WATER .4 TREATMENT) - I iREATMENT) SHRUBS Y BOTANICAL NAME COMMON NAME SIZE WUCOLS r .� 12 Agave X'Blue Glow' Blue Glow Agave 5 gal Low o QT S + W,l Callslemon vlmnalls'Lillle John' Dwarf Weeping Botllebrush Sgal Low + rl} VAttrun+ 7. _ CARWASH DRIVE _ EQUIPMENT ENCLOSURE - `- 36 Ceanalhus x'Dark Star Cal torn a Lilac 5 gal Low ® RELOCATED TRANSFORMER r+ Y BIO -RETENTION 34 Dial-x'Oronge Drop' Orange Drop Fortnight Lily I gal Law / iii (FOR STORM yr �����/�•.�J��WATER ■\ 23 Dodonaea viscasa `Soraloga Hopseed Bush 5 gal Low TREATMENTI CARWASH- {. 29 Prgrmlum a'Apn glpcHnpei New Zealand Flax 5 gal Low yW/ ay`"jr" 42 Rhamnus califamica'Mound San Bruno Cahfomla Cofleeberry 5 gal Low y 51 Yucca x'Bnghl Slor Voriegoled Spanish Dogger 5got Low VI"NEEs/"ESPALIER QTY BOTANICAL NAME COMMON NAME SIZE WUCOLS `� 1' � CARWASH DRIVE •„>�•y 3 Magnolia grandifloro -Lil Ile Gem Espallier Dwarf Southern Magnolia 5 gal moderate d hP C 5 '0 20 30 40 GROUND COVERS iQTY BOTANICAL NAME COMMON NAME CONT WUCOLS SPACING - 7 241 Echevena x-Imbrlcolo- Hen and Chicks "pot Law 12" -- SCALE: I-10'-0" 755 sl last... rubra'Molbte' Molole Fescue sod Moderale * t • X 103 Heliclotnchon sempervirens Blue Ool Gross 4'poi Low NY o c Water Efficient Londscope Warkshetl ETAF Calculations - Ill ttlrdg.'YpC A— III Myo �._ pomm parvifolium Trolling Myopomm I gal Low 411" o -c. GENERAL NOTES I- AY landscape plonling areas shall receive a minimum 3'-d" lover of organic mNch top dressing, 2. All bees. shrubs and groundcover shall be imgaled with a Brio system, smart co nlydler wepiner sensor. etc and shp11 meet Cityal Rahned Park Water Efficient'I.ad.,ds/regulotians HYDROZONE/PLANTING DESCRIPTION PLANT FACTOR IPFf IRRIG, METHOD IRRIG EFFICIENC 'IE, RAF PF/IE, LANDSCAPE AREA 'Sq. Ell ETAF xAREA ESTIMATED TOTAL WATER USE IETWUI REGULAR LANDSCAPE AREA LOW WATER USE PLANTS 3 pRIP Ml .31 I—B 3,733 97,207 GA1. MODERATE WATER USE PLANTS 5 DRIP Al Al 770 477 12421 GAL TOTALS (A) 10,658 IBI 4210 T.I.IETAFx A,eo IBI 4,210 tow Are* Al 10,058 Average RAF AB / A) 39 Nal.: I Average RAF for Regular Londscope Areas must be below 55 for residential areas and.45 for no—sidenliol areas 3. All new 1reeslocated"INn7'.1 pavement pr permpnenl structure shall novearppl bonier ETWU Total 109.6211 GAL Maximum Applied Wale, Allowance(MAWA) MAWA=(ETW 1C4Mkolbnitleld�jQ::Ai1[Lrnstlfevrp*ANt*II•(�ilAE1.3m (42) 1.621 1.45x1065111 + 11-45)X01=127.234 GALLONS Esttmaled Totol Woterus.lEIWU)- ETWU=ICb1I.d+v�VOntoa[griJlET4sT{LN4l*I (441 (.62) (4 210) =1096213 GALLONS it � 111 J 11 )VUUND - - - — MONUMANT ACCESSIBLE PATH TO THE PUBLIC RIGHT OF WAY Rs A%0007 L = 66.zz' J _� EXISTING MONUMENT SIGN TO BE REFACED �- — — — — — — — — — — — ——LIF8A,4 OP ANAsbvw — — — — — — — — CLASSIC COURT LANE EXISTING DRIVEWAY TO BE REMOVED NEW DRIVEWAY N9T90'00'R El . - STAND MANIFOLD DECORATIVE LAO -40 WALL PER ROHNERT PARK _ T 17LIE' STANDARD /B69 (N) LANDSCAPE AREA _ I CURB RAMP — 6'j ,U.R. — �� WITH TRUNCATED'I! _ 2021! lY DOMES FOR TRASH ENCEOSU 1 / SPECIFICATIONS, REFER TO TRASH LED TYP- YOF D LIGHT. SHEET SD -1 I ENCLOSURE 00 Lo _ — CANTILEVERED CANOPY 9 X 20' PARKING SPACE I OVER PAY STATION, TYP. OF 3 --f TYP_ \_ ACCESSIBLE PATH p ' CANTILEVER 7 LOT 1 TO TRASH ENCLOSURE s CANOPY 1{S OM81'4I_ ATTENDANT VAN ACCESSIBLE I�*ILI R = 380.00' 1 SHADE PARKING SPACE 292 MAPS 19 L = 69.00 E$•_O. AREA ` - I PROPOSED CANOPY I i.f AREAS 25,314 SQ.. FT. VAN ACCESSIBLE ELECTRIC 1�•_, OVER PAY STATIONS I I (N) LANDSCAPE '"� VEHICLE PARKING STALL. / AREA TYP. (BIO -RETENTION) \ / FLAG POLE ,t, \ COVER I OVER TMP zp _ L,�>�yyL•' \ \ VACUUM STATIONS, •'1 P. Z CURB RAMP O 1 262 f !6 OM P. OF TRUNCATED _V 6 DOMES STATIONS, / (N) LANDSCAPE "U" STYLE BIKE •7 ` �O 1 ( �p ) RACK 3 r3 \ O \ (N) LAANEACAPE 810 ETENTiON Ci �4 \ \ (BID - 'f TENTION) OFFICE coBREAK ROOM fly / PROPOSED P G &E. ug \ / / J d • O TRANSFORMER �_ \ \ / .,, - �• � z]71 LOCATION t=. - •"A H ROOM VACUUM / lY EQUIPMENT � •� ENCLOSURE • � 1t�18 Y (N) LANDSCAPE INDICATES ACCESSIBLE PATH AREA I Ig j (BIO -RETENTION) A / (E) P G.&E s y ERANSFORMER\\`\ t / TO BE RELZTTO1Cn C ", SAMPLE BX. TYP. i Q _ \ \ CAR WASH CLARIFIER \ TANKS, TYP. OF 3 b \ I 1 \ I \ (N) LANDSCAPE Z \ AREA \ (BIO -RETENTION) Dom\ \ \ p \0 S 10 $0 30 40 7Lr%mr7 SCALE: 1"=10'-0" a uwtzz.w.. wv,za n<. o-• VICINFrY MAP ~� TYPICAL 15' HIGH LED AREA LIGHT ILO AIRi It4Nti nu�ui4R11�MEOlYM a'QIMJJ ® —_eF R�_.p.nm nz_iw.ek� mien twww Int uw•crm.r.....,. • -�"` r, „�.�..i.,n zz .®�niMsw•w.+wxixa..,...w !^_^I-u�(.we 1-Ti� .,,r su.a..ee�wae.sw�wdazrn.s o.e• wmi atfmw v��..r9.� nptertl . �r. w .. r w . m�v,ettrn •• In,n t.._..a� A �h •.N tQiA-CNNLlFNBFA� IWAAH Nl618M (IIt:11MI MM R tea IN 4ff Lvr 6E WIi 10I 7 A7 amort zmtr� W - FA�Y'Mti_ - /-•f�..�.nla r• r. ,PQM. A-4.4 NOTE: SITE LIGHTS INDICATED ARE FORWARD THROW (FT) WITH CUT-OFF SHIELDS FOR DIRECT SITE LIGHTING, � a b gCL a��' 3 jr 0 J to U U U Lr W QQ Z C J IL �x0U�, w 1:04Z - �g crGo A 4 GALVANIZED STL R w/ GALVANIZED STL (2) 1/2"0 x7" ANCHOR L -SHAPED R w/ TS 4x4 SDI BOLTS, REFER TO DETAIL (4) 1/2"0 x7" ANCHOR. 11, BOLTS, REFER TO Oil 10, TYP. OF 4 TYP. OF 2 TYP, OF 2Ui.V METAL ROOF ABOVE }•0 s 1}" DEEP I{ECfSSE5 FOR GATE FOR SANE BOLTS. PROVIDE (2) F�(CCH CATE IN CLOSED AM1pQ 11PEN POSITION. 6" THICK CONCRETE SLAB WITH 6"x6" W 1.4.1,4 WWM Ye" EXPANSION \ JOINT 1 � I x �\ a TRASH ENCLOSURE PLAN SCALE: 1/2" = 1'-0" 3" GALVANIZED TYPE •N" 4� 24 GA GALV. - MTL GUTTER 10• PRIMED/PAINTED OETIOL DECKING, 20 GA 2" CAP (TYP-) {—=--.1 SUBGRADE SECTION 1/2 0 x7 ANCHOR ^ Y r 7 BOLTS (2) 1/2"0 x7" ANCHOR BOLTS SLOPE I �_—_--� SCALE: 1/2" = 1'-D" PRIMED/PAINTED /B" PER FOOT 2 G (2) (J4 IN BOND 2D W 2`a5' SCALE: 1• = 1'-0" SCALE: J" = 1'-0" 6" THICK SEALED I " to CDM. CLCAT PIPE CONCRETE SLAB SEhLANT FILL WITH #4 0 24" ON fE WITH 6"x6" W # 0 OF GROUTED OF i 1.4x1.4 WWM CELL ' L= METAL ROOF ABOVE }•0 s 1}" DEEP I{ECfSSE5 FOR GATE FOR SANE BOLTS. PROVIDE (2) F�(CCH CATE IN CLOSED AM1pQ 11PEN POSITION. 6" THICK CONCRETE SLAB WITH 6"x6" W 1.4.1,4 WWM Ye" EXPANSION \ JOINT 1 � I x �\ a TRASH ENCLOSURE PLAN SCALE: 1/2" = 1'-0" 3" GALVANIZED TYPE •N" 4� 24 GA GALV. - MTL GUTTER 10• PRIMED/PAINTED OETIOL DECKING, 20 GA 2" CAP (TYP-) {—=--.1 SUBGRADE SECTION 1/2 0 x7 ANCHOR ^ Y r 7 BOLTS (2) 1/2"0 x7" ANCHOR BOLTS 4 b � SCALE: 1/2" = 1'-D" PRIMED/PAINTED FOUNDAT ION%FOOTING DETAIL 7 GUTTER DETAIL 2 G (2) (J4 IN BOND 2D W 2`a5' SCALE: 1• = 1'-0" SCALE: J" = 1'-0" BEAM (TYP.) 6"0 STEEL (7) CDM. CLCAT PIPE BEAM SEhLANT FILL WITH #4 0 24" ON fE CONCRETE # 0 OF GROUTED OF i CELL CELL .m [2) 14 IN BOND BEAM (TVP-) BEAM EXPANSION JOINT B" SPLIT -FACE }14'S CONTINUOUS B" CI, CMU r 0'4'SLOPE S / GONG C/ CONTINUOUS 1/8" PER FOOT APRON CONONTI V }4 SEE FOUNDATION DETAIL COMPACTED I I zr (T�) SUBGRADE 7-6 3 SECTION SCALE: 1/2" = 1'-0" }14024" ON CT OF GROUTED ELL #4 DOWELS — 0 24" O C B" CMU --- #4 b io 3• GALV. TYPE "N" DECKING, 20 GA W/ BEVEL CUT END DESIGN STATEMENT -TRASH ENCLOSURE TO COMPLY WITH ALL CITY OF ROHNERT PARK REQUIREMENTS, -THE INTERIOR WALL SURFACES OF THE TRASH ENCLOSURE ARE TO BE SMOOTH, SEALED AND WASHABLE. APPLY ONE COAT EPDXY FILLER/SEAL AND ON COAT GLOSS POLYURETHANE CONCRETE MASONRY SPEC 5 RUNNING BOND CMU (TYP.), SPLIT -FACE, PAINTED TO MATCH KIOSK BUILDING, HOLLOW CONCRETE MASONRY: F'M = 1,350 psi UNITS SHALL BE LAID UP IN BED TYPE S MORTAR (F -C = 1,000 psi ) AS FORMULATED IN U.B.C. REINFORCE WALLS AS SHOWN. FILL ALL CELLS CONTAINING REINFORCING WITH COARSE GROUT (F -C = 2,ODO psi ) AS FORMULATED IN U.B.C. SECTION 2403 (S). J I 1 I I 1 I I I 1 I I I I I I I I I L_ LJ-- J 2 SIDE ELEVATION SCALE: 1/2" = 1'-0" ROOF SYSTEM SEE FOUNDATION 4� 24 GA GALV. - MTL GUTTER 10• PRIMED/PAINTED OETIOL COMPACTED (TYP-) {—=--.1 SUBGRADE SECTION 1/2 0 x7 ANCHOR ^ Y r 7 BOLTS (2) 1/2"0 x7" ANCHOR BOLTS 4 SCALE: 1/2" = 1'-D" PRIMED/PAINTED FOUNDAT ION%FOOTING DETAIL 7 GUTTER DETAIL �1 FASCIA DETAIL 3• GALV. TYPE _N- 2D W 2`a5' SCALE: 1• = 1'-0" SCALE: J" = 1'-0" SCALE:SCALE: J" = 1'-0" DECKING, 20 GA CDM. CLCAT N 3" GALV. TYPE "N` DECKING, 20 GA SEhLANT SEAlMii� L H GA TWA tETAL 2� PLASTER OVER CMU COLOR TO MATCH G COLOR PAINT HYUNDAI BLUE TO MATCH BUILDING ACCENT COLOR - 1 —qfl Ic__ .__- --v---_---_----' - y I i Ir T II ,I 2" x 3" x 1/4" ANGLE -^ v — (FRAME FULLY WELDED) I L J 1 30" 0 CONC, I LJ FOOTING I------ 5 FRONT ELEVATION SCALE: 1/2" = 1'-O" f0" !r M - 12 4— 1S4Y4 GALVANIZED STEEL PLATE w/ (4) P n L GATES HYUNDAI BLUE TCH BUILDING ACCENT � a co Ir c�x cr O J O Ur 0 U z w (� Ir W W a �g[L WpU � 04 z g 0 4� 24 GA GALV. - MTL GUTTER 10• PRIMED/PAINTED 5 TS4x4 TS6x4 24 CA QALY- FASCIA PANEL PRIMED/PAINTED ISSN 24 GA GALV. FASCIA PANEL 1/2 0 x7 ANCHOR ^ Y r 7 BOLTS (2) 1/2"0 x7" ANCHOR BOLTS PRIMED/PAINTED FOUNDAT ION%FOOTING DETAIL 7 GUTTER DETAIL �1 FASCIA DETAIL FASCIA DETAIL r BASE PLATE DETAIL BASE PLATE DETAIL SCALE: 1• = 1'-0" SCALE: J" = 1'-0" SCALE:SCALE: J" = 1'-0" SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" � a co Ir c�x cr O J O Ur 0 U z w (� Ir W W a �g[L WpU � 04 z g 0 INTERNALLY ILLUMINATED 'SPLASH" SIGN REFER TO DETAIL 'A" ON THIS SHEET, TDP. SPANDREL W55 AUIYINMY +n �... IucNl a+ErJ. rrP ssrEY (uGir DRET) TYP PROPOSED WEST ELEVATION SDALE_ 3/1fi-Wil'-�3" ---- — INITR%tY ILLUMINATED WA ,ACE -w S4RRMFY,D I1,1M R[VR (UGI GREY! TW fi METAL SIGN BASE IS MONUMENT SIGN SCALE: S%4`=i•-D" rYw.. RYd I. rY TK PANEL >R NMt PLIG1TpN, EL DOPADD ENTRANCE INDIVIDUAL INTERNALLY ILLUMINATED LETTERS WITH A BACKLIT HALO LIGHTING, TYP. SIGN FACE TO BE "SPLASH RED"- REFER TO SIGN VENDOR DRAWINGS, TYP. 38" SPLASH CHANNEL LETTERS 41"6 S.F. TOTAL SITE SIGNAGE TABLE C L g S S lC. C KEY SIGN QTY. AREA OA 38" SPLASH CHANNEL LETTERS 1 41.6 sf OB MONUMENT SIGN 1 35.0 sf _ O THIS SHEET. _ K_ Ivy O , , O o - TOTAL: 76.6 sf a Z CD ir g3j� jr 0 J 0 co V U U ]L u� ir Z(ga Lu o r Lu Ljj 1: N Z a -gir U J J G7LLJ ir a W 3 Z z a I- a�air �( �o w Z c a Ir 0 wa�can a g cl) Cc a: � z co 1P ^ \ J o xe1 ��tix I x n vQi Q ;. E o 1 SIGN SITE PLAN o a Z �\� SCALE: N.T.S. O (n C L g S S lC. C NEW Naxuort O U Ig T SIGN, REFER TO DETAIL "0" ON _ THIS SHEET. _ K_ Ivy , , i Q Ilk OD a9 rn ^ \ J o xe1 ��tix I x n vQi Q ;. E o 1 SIGN SITE PLAN o a Z �\� SCALE: N.T.S. O (n 4-o' W -E' 4, - ACM , - ACM PILASTER, TYP , ACM PILASTER, TYP A F STOREFRONT GLAZING, - TYP. o 4 J STOREFRONT GLAZING, TTP. COMMAM/ r— 5 OFMCE UNSEX OV CAR VOM Ul W>SH _ ROOM ROOMtFRrEESTROOM o- 1 I STOREF1tOM GLAZING, Typi .. -- -al 4- -- - _ CAR WASH T"EL41— CM OW OWWR77T Ir ACM COLUMN, 4._0. ►i PRELIMINARY FLOOR PLAN SCALE: 1/4" = l'-0" zm it b IL arjr0J 80 Y ac < (L - W U of W coN Z �go a co J J C6 w 3 W z ir W Q Q Q Q Q J :W, Q Z U W Q co Ir � Q nQ�� Q cl) W r—. -,NORTH BUILDING ELEVATION (LIGHT GREY), TYP. 1 SCALE. 1/4A= V -O' TUNNEL ENTRY ELEMENT SYSTEM (LIGHT GREY), PILASTER TYP. (LIGHT G ) TYR WEST BUILDING ELEVATION (CAR WASH ENTRY) seaE: 1/4 =1 -o CORRUGATED METAL ROOF CORRUGATED METAL ROOF (LIGHT GREY), TYP. FASCIA (HYUNDAI TVP - SMOOTH METAL PI SUITABLE FOR VIN GRAPHIC APPLICAT TYP. L. ----- (WHITE) TYP. VENEER WAINSCOT (ALASKA SUNSET), TYP. BEAST BUILDING ELEVATION (CAR WASH EXT) 2 SCALE: 1/4"=1'-0' ENTRY ELEMENT ^'..'..' .,....T... BEYOND. TYP. --(ASCOT), TYP. SOUTH BUILDING ELEVATION SCALE: 1/4 =T' -O' cl) � Q 03�� FOCpa w U U U WWc�i�� O I Q CL _ x U 2 N Z w LLI a = CL ir U J � c6 w Q W 3 Z W Q aa'a U (L Q fr Z U WQZu4j Q COco EC 0 L0 J Cc N Q cuo) Z Q L? Q LL Fn