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HomeMy WebLinkAbout4012 & 4042 W Garry Ave - PlanCITY OF SANTA ANA Planning and Building Agency MIKE KILBRIDE, LTD. General Building & Engineering Contractors License 738400 P.O. Box 3341 Newport beach, CA 92659-8341 (949) 5,18.0106 • Fax (949) 548-1616 April 9, 2026 City of Santa Ana Planning and Building Agency Attn: Allissa Zuniga 20 Civic Center Pla7.a Santa Ana. CA 92701 Re: Letter of Authorization Permit # 101125973 4042 W Garry Ave, Santa Ana, CA 92704 Dear Ms. Zuniga, Approved FOR PERMIT ISSUANCE Master ID: Date: This letter serves as formal authorisation fur Brad Kenson of I+astrack Power LLC to act on behalf of Mike Kilbride, Ltd. in all matters related to Permit #101125973 at the above -referenced property, including but not limited to pulling permits and scheduling inspections for this project. The scope of work under this permit involves utility improvements including the installation of a catch basin and drain line, as well as the relocation of a private fire hydrant at the adjacent property (4012 W Garry Ave). Mr. Kenson, as the owner's representative, is authorized to manage the permitting process on our behalf: ,vir. KensoWs contact information is as follows: Brad Kenson Fastrack Power LLC Phone: (949) 228-5687 t:mail: brad@fastrackpower.com Sincerely, `like Kilhride N9ike Kilbride, Ltd. General Building & Engineering Contractors License 4738400 TS-1 title sheet SITE PLAN MODIFICATION FOR: 4042 - 4012 W. Garry Avenue Santa Ana CA 92705 Santa Ana plan check: #101125972 - 4012 W. Garry. #101125973 - 4042 W. Garry. PER PLANNING DEPARTMENT APPROVAL parking analysis project team-contacts project notesproject information PROJECT SCOPE: PC# 101125972 4012 W. GARRY AVENUE: ·CURB CUT & FENCE IN CONCRETE CURB TO CONNECT TWO SITES (4012 & 4042 W GARRY) FOR TRUCKS TO CROSS. ·TO OMIT FOUR TOTAL PARKING STALLS. ·TO DEMO APPROX. 1,775 SQ. FT. OF EXISTING ASPHALT. ·TO CONSTRUCT APPROX. 132’ OF NEW CURB. ·TO CONSTRUCT 3’ WIDE X 50’ LF OF CONCRETE V GUTTER. ·TO CONSTRUCT APPROX. 1,775 SQ. FT. OF 6” THICK CONCRETE PAVEMENT OVER 6” CLASS 2 AB. ·INSTALL CATCH BASIN AND DRAIN LINE. ·RELOCATED PRIVATE FIRE HYDRANT. ·ADD NEW (7 FT) TALL WROUGHT IRON GATE PC#(101125973 4042 W GARRY AVENUE: ·TO OMIT FOUR TOTAL PARKING STALLS . APN: 415-031-44 LEGAL DESCRIPTION: P BK 335 PG 28 PAR 1 UN HOLD IN THE COUNTY OF ORANGE, STATE OF CALIFORNIA, BEING A PORTION OF ACCESSOR PARCEL NOS 415-031-27, 415-031-29 AND 415-031-30 RECORDED AS TENTATIVE PARCEL MAP NO. 2002-166 IN THE CITY OF SANTA ANA OF SAID COUNTY. EXISTING TYPE OF USE/OCCUPANCY: B, F-1 PROPOSED TYPE OF USE/OCCUPANCY: B, F-1 (NO CHANGE) TENANT IMPROVEMENT TYPE OF CONSTRUCTION: TYPE III-B, SPK TOTAL LOT AREA:381,313 SF/8.753 AC PROJECT VALUATION: $12,000 BLDG HEIGHT: 38'-0" (NO CHANGE) BUILDING CODES:2025 CALIFORNIA BUILDING CODE (CBC) 2025 CALIFORNIA ENERGY CODE 2025 CALIFORNIA GREEN BUILDING CODE 2025 CALIFORNIA FIRE CODE 2025 SANTA ANA MUNICIPAL CODE PROPERTY OWNER:BLOWER DEMPSAY CORPORATION & TENANT CONTACT: JIM BLOWER, COO 4044 W. GARRY AVENUE SANTA ANA, CA 92704 714.329.7785 JBLOWER@PACIFICWESTERN.COM ARCH / ENG. TEAM LEAD:KOBRA DESIGN CONTACT: HERMAN JACK AJAMIAN 17151 NEWHOPE ST, SUITE 108 FOUNTAIN VALLEY CA 92708 714.313.6815 HJA@KOBRADESIGN.NET CIVIL ENGINEER: LN CIVIL ENGINEERS, INC. CONTACT: LONG NGUYEN, PE, QSD 12188 HUMBOLDT PLACE CHINO CA 91710 909.465.3286 LNCIVILENGINEERSINC@GMAIL.COM THE PROJECT SITE SHALL BE KEPT CONTINUOUSLY FENCED IN ACCORDANCE UNTIL THE PROJECT IS FINALIZED OR APPROVAL TO REMOVE THE FENCE HAS BEEN OBTAINED FROM THE CITY BUILDING DIVISION. 24-HOUR SECURITY SHALL BE PROVIDED ANY TIME THE FENCE CANNOT BE MAINTAINED INTACT. CALGREEN RECYCLING REQUIREMENT: TO COMPLY THIS PROJECT REQUIRES THE USE OF FRANCHISE HAULER.vicinity map sheet index NORTH PROJECT SITE S. S H A N N O N S T R E E T submittals & revisions 02-06-2024 PLAN CHECK CORRECTIONS, 02.10.2026 BUILDING DEPT SUBMITTAL 01.10.2026 A kdg-2026-112 si t e p l a n m o d i f i c a t i o n 40 4 2 - 4 0 1 2 w . g a r r y a v e n u e sa n t a a n a c a 9 2 7 0 5 AL L I D E A S , C O N C E P T S , D E S I G N S , A R R A N G E M E N T S A N D P L A N S I N D I C A T E D O R R E P R E S E N T E D B Y T H I S D R A W I N G A R E O W N E D B Y A N D T H E P R O P E R T Y O F K O B R A D E S I G N A N D W E R E C R E A T E D , E V O L V E D A N D D E V E L O P E D F O R U S E O N A N D I N C O N N E C T I O N W I T H T H E S P E C I F I E D P R O J E C T . N O N E O F S U C H I D E A S , C O N C E P T S , D E S I G N S , A R R A N G E M E N T S O R P L A N S S H A L L B E U S E D B Y O R DI S C L O S E D T O A N Y P E R S O N , F I R M O R C O R P O R A T I O N F O R A N Y P U R P O S E , W H A T S O E V E R , W I T H O U T T H E W R I T T E N P E R M I S S I O N O F K O B R A D E S I G N . F I L I N G T H E S E D R A W I N G S O R S P E C I F I C A T I O N S W I T H A N Y P U B L I C A G E N C Y I S N O T P U B L I C A T I O N O F S A M E A N D N O C O P Y I N G , R E P R O D U C T I O N O R U S E T H E R E O F I S P E R M I S S I B L E W I T H O U T T H E C O N S E N T O F K O B R A D E S I G N . sheet: project no: date: M A S T E R P L A N N I N G I N T E R I O R D E S I G N kobra design group inc 17151 newhope st, suite 108 fountain valley ca 92708 eml: hja@kobradesign.net mbl:714.313.6815 ca:714.962.5315 az:928.714.6909 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL NEW & EXISTING DIMENSIONS, NEW & EXISTING ROOF SLOPES, NEW & EXISTING HEIGHTS AND GENERAL EXISTING CONDITIONS THEREON BEFORE COMMENCING WORK. REPORT ANY DISCREPANCIES AND/OR POTENTIAL PROBLEMS TO THE DESIGNER AND STRUCTURAL ENGINEER PRIOR TO PROCEEDING. ALL CONSTRUCTION SHALL CONFORM TO THE CBC. A R C H I T E C T U R E S P A C E P L A N N I N G signature date:2026.02.23 plot date:2026.02.23 C-27899 RENEWAL DATE OCTOBER 31, 2027 BRANDY J. YAMAMOTOLICENSEDARCHITECT STATEOF CALIFORNIA IS S U E D A T E REVISION BU I L D I N G D E P T 1 S T S U B M I T T A L , 0 1 / 1 0 / 2 0 2 6 : ARCHITECTURAL TS TITLE SHEET ST1.0 SITE PLAN/PLOT PLAN ST1.1 SITE DETAILS ST1.2 JURISDICTION CODE REFERENCE ST1.3 ENLARGED IN SITE PLAN 5 SHEETS CIVIL C-1 CIVIL PLAN 1 SHEETS 6 SHEETS TOTAL W.GARRY AVE. fire department - general notes 1.DUMPSTERS AND CONTAINERS WITH AN INDIVIDUAL CAPACITY OF 1.5 CUBIC YARDS (40.5 CU. FT.) OR MORE SHALL NOT BE STORED IN BUILDINGS OR PLACED WITHIN 5 FEET OF COMBUSTIBLE WALLS, OPENINGS OR COMBUSTIBLE ROOF EAVES, UNLESS AREAS CONTAINING DUMPSTERS OR CONTAINERS ARE PROTECTED BY AN€©APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM. FIRE CODE 304.3.3 2.ALL FIRE HYDRANTS SHALL MEASURE 6"" X 4"" X 2-1/2"", BRASS OR BRONZE, CONFORMING TO AMERICAN WATER WORKS ASSOCIATION STANDARD C503, OR APPROVED EQUAL. 3.APPROVED BUILDING ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIfiCATION SHALL BE PROVIDED AND MAINTAINED SO AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE PROPERTY. THE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, BE ARABIC NUMERALS OR ALPHABET LETTERS, AND BE A MINIMUM OF 4 INCHES HIGH WITH A MINIMUM STROKE WIDTH OF 0.5 INCH. FIRE CODE 505.1. 4.AN APPROVED KEY BOX, LISTED IN ACCORDANCE WITH UL 1037 SHALL BE PROVIDED AS REQUIRED BY FIRE CODE 506. THE LOCATION OF EACH KEY BOX SHALL BE DETERMINED BY THE FIRE INSPECTOR. 5.PORTABLE FIRE EXTINGUISHER REQUIREMENTS SHALL BE DETERMINED BY FIRE DEPARTMENT FIELD INSPECTOR IN ACCORDANCE WITH FIRE CODE 1002.1. 6.DUMPSTERS AND CONTAINERS WITH AN INDIVIDUAL CAPACITY OF 1.5 CUBIC YARDS (40.5 CU. FT.) OR MORE SHALL NOT BE STORED IN BUILDINGS OR PLACED WITHIN 5 FEET OF COMBUSTIBLE WALLS, OPENINGS OR COMBUSTIBLE ROOF EAVES, UNLESS AREAS CONTAINING DUMPSTERS OR CONTAINERS ARE PROTECTED BY AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM. FIRE CODE 304.3.3. 7.THE MEANS OF EGRESS, AND EXIT DISCHARGE, SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH A LIGHT INTENSITY OF NOT LESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE LEVEL. BUILDING CODE 1006.2. 8.EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. BUILDING CODE 1008.1.9. 9.FIRE DOOR ASSEMBLIES REQUIRED TO HAVE A MINIMUM fiRE PROTECTION RATING OF 20 MINUTES WHERE LOCATED IN CORRIDOR WALLS OR SMOKE-BARRIER WALLS HAVING A fiRE-RESISTANCE RATING IN ACCORDANCE WITH TABLE 715.4, SHALL BE TESTED - NFPA 252 OR UL 10C. FIRE DOOR ASSEMBLIES SHALL ALSO MEET THE REQUIREMENTS FOR SMOKE AND DRAFT CONTROL DOOR ASSEMBLY TESTED IN ACCORDANCE WITH UL 1784. GLAZING MATERIAL IN THE DOOR ITSELF SHALL HAVE A MINIMUM fiRE PROTECTION RATING OF 20 MINUTES. BUILDING CODE 715.4.3, 715.4.3.1 AND 715.4.3.2. 10.WET LOCATIONS: GROW ROOMS WILL BE CONSIDERED DAMP/WET LOCATIONS AS THEY ARE SUBJECT TO WASH DOWN AND ARE SUBJECTED TO THE HIGH HUMIDITY. INDOOR WET LOCATION WIRING METHODS SHALL MEET THE REQUIREMENTS OF THE CEC ARTICLE 300.3(D) WHEN HUMIDITY IS LEFT UNCONTROLLED >50%. 11.CIRCUIT INTERRUPTERS: GROUND FAULT CIRCUIT INTERRUPTERS ARE REQUIRED FOR PERSONNEL PROTECTION IN THE WET LOCATIONS. 12.NM CABLES: NM CABLE (ROMEX) IS NOT ALLOWED FOR THE USE IN WET LOCATIONS (I.E. GROW ROOMS) PER THE CEC ARTICLE 334.10 AT TIME OF PERMIT ISSUANCE, CONTRACTOR SHALL SHOW THEIR VALID WORKERS' COMPENSATION INSURANCE CERTIFICATE. ALL WORK SHALL CONFORM TO ALL REQUIREMENTS OF STATE OF CALIFORNIA TITLE 24 REGARDLESS OF THE INFORMATION INDICATED ON THESE PLANS. IT IS THE RESPONSIBILITY OF THE INDIVIDUAL SUPERVISING THE CONSTRUCTION TO ENSURE THAT THE WORK IS DONE IN ACCORDANCE WITH CODE REQUIREMENTS PRIOR TO REQUESTING INSPECTION. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM. SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT SCAQMD SHALL BE NOTIFIED IN ACCORDANCE WITH CALIFORNIA STATE LAW PRIOR TO START OF ANY DEMOLITION, ADDITION, AND/OR REMODEL WORK. THE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT OFFICE IS LOCATED AT 21865 COPLEY DRIVE IN DIAMOND BAR, PHONE# 909-396-2000. BE ADVISED, SCAQMD MAY REQUIRE A 10 DAY WAIT PERIOD PRIOR TO START OF WORK. santa ana building dept notes A PL A N C H E C K C O R R E C T I O N S , 0 2 / 1 0 / 2 0 2 6 : A BUILDING DEPT 2ND SUBMITTAL, DELTA-A S89'39'15"E 352.93' SA N T A A N A R I V E R GARRY AVENUE LDING INTERMITTENT OUTDOOR STORAGE 4042 W. GARRY AVENUE EXISTING WAREHOUSE 12 3 4 4 6 4044 W. GARRY AVENUE EXISTING MANUFACTURING BUILDING 4012 W. GARRY AVENUE EXISTING WAREHOUSE 6 14 7 10 10 9 8 9 8 11 11 11 11 11 12 12 12 13 13 13 13 13 13 13 13 EXIT ENTRY DOOR EXIT ENTRY DOOR EXIT ENTRY DOOR 4042 W GARRY AVE 4012 W GARRY AVE KEY NOTES EXISTING PATH OF TRAVEL TO RIGHT OF WAY TO REMAIN. 5% MAXIMUM SLOPE, 2% MAXIMUM CROSS-SLOPE AND 48" MINIMUM WIDTH. EXISTING PATH OF TRAVEL TO PROJECT TO REMAIN. 5% MAXIMUM SLOPE, 2% MAXIMUM CROSS-SLOPE AND 48" MINIMUM WIDTH. EXISTING ACCESSIBLE CURB RAMPS WITH DETECTABLE WARNING TO REMAIN. EXISTING ACCESSIBLE PARKING STALLS TO REMAIN. EXISTING FIRE BACK FLOW PREVENTOR. EXISTING FIRE HYDRANT. PROPOSED DRIVEWAY. FENCE CUT. SEE CIVIL DRAWINGS. PROPOSED ROLL GATES. SAME MATERIAL AS EXISTING. SEE DETAIL 15/ST1.3 PROPOSED MOTOR FOR GATES, SEE DETAIL 15/ST1.1 PROPOSED DROUGHT TOLERANT LANDSCAPING ((MUHLENBERGIA RIGENS - DEER GRASS) EXISTING WROUGHT IRON FENCE, SEE DETAIL 20/ST1.1 ACCESS TO PUBLIC PATH OF TRAVEL PROPERTY LINE PROPOSED RELOCATED FIRE HYDRANT. SEE CIVIL DRAWINGS. GRADE LEVEL LANDING IDENTIFIED AT WITH TACTILE EXIT SIGNAGE. ACCESSIBLE CURB RAMPS WITH DETECTABLE WARNING. SEE DETAIL 12/ST1.1. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ST1.0 site plan/ plot plan 20 site/plot plan scale: 1" = 50'-0" NORTH TN submittals & revisions 02-06-2024 PLAN CHECK CORRECTIONS, 02.10.2026 BUILDING DEPT SUBMITTAL 01.10.2026 A kdg-2026-112 si t e p l a n m o d i f i c a t i o n 40 4 2 - 4 0 1 2 w . g a r r y a v e n u e sa n t a a n a c a 9 2 7 0 5 AL L I D E A S , C O N C E P T S , D E S I G N S , A R R A N G E M E N T S A N D P L A N S I N D I C A T E D O R R E P R E S E N T E D B Y T H I S D R A W I N G A R E O W N E D B Y A N D T H E P R O P E R T Y O F K O B R A D E S I G N A N D W E R E C R E A T E D , E V O L V E D A N D D E V E L O P E D F O R U S E O N A N D I N C O N N E C T I O N W I T H T H E S P E C I F I E D P R O J E C T . N O N E O F S U C H I D E A S , C O N C E P T S , D E S I G N S , A R R A N G E M E N T S O R P L A N S S H A L L B E U S E D B Y O R DI S C L O S E D T O A N Y P E R S O N , F I R M O R C O R P O R A T I O N F O R A N Y P U R P O S E , W H A T S O E V E R , W I T H O U T T H E W R I T T E N P E R M I S S I O N O F K O B R A D E S I G N . F I L I N G T H E S E D R A W I N G S O R S P E C I F I C A T I O N S W I T H A N Y P U B L I C A G E N C Y I S N O T P U B L I C A T I O N O F S A M E A N D N O C O P Y I N G , R E P R O D U C T I O N O R U S E T H E R E O F I S P E R M I S S I B L E W I T H O U T T H E C O N S E N T O F K O B R A D E S I G N . sheet: project no: date: M A S T E R P L A N N I N G I N T E R I O R D E S I G N kobra design group inc 17151 newhope st, suite 108 fountain valley ca 92708 eml: hja@kobradesign.net mbl:714.313.6815 ca:714.962.5315 az:928.714.6909 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL NEW & EXISTING DIMENSIONS, NEW & EXISTING ROOF SLOPES, NEW & EXISTING HEIGHTS AND GENERAL EXISTING CONDITIONS THEREON BEFORE COMMENCING WORK. REPORT ANY DISCREPANCIES AND/OR POTENTIAL PROBLEMS TO THE DESIGNER AND STRUCTURAL ENGINEER PRIOR TO PROCEEDING. ALL CONSTRUCTION SHALL CONFORM TO THE CBC. A R C H I T E C T U R E S P A C E P L A N N I N G signature date:2026.02.23 plot date:2026.02.23 C-27899 RENEWAL DATE OCTOBER 31, 2027 BRANDY J. YAMAMOTOLICENSEDARCHITECT STATEOF CALIFORNIA GENERAL INFO: APN:415-031-44 LOT SQ. FT.381,313 SF LOT ACRES 8.753 BUILDING AREA 176,547 SF TOPOGRAPHY LEVEL ZONING M1 - LIGHT INDUSTRIAL LEGAL DESCRIPTION:IN THE COUNTY OF ORANGE, STATE OF CALIFORNIA, BEING A PORTION OF ACESSOR PARCEL NOS 415-031-27, 415-031-29 AND 415-031-30 RECORDED AS TENTATIVE PARCEL MAP NO. 2002-166 IN THE CITY OF SANTA ANA OF SAID COUNTY. PARKING EXISTING/PROVIDED REQUIRED PARKING : REMOVED 4 STALLS 8.5' x 18' PARKING 294 STALLS 177 STALLS (1/1,000 SF) 9' x 18' ACCESSIBLE 12 STALLS 8 STALLS (1/25 STALLS) 10' x 18' LOADING 18 STALLS 18 STALLS (1/10,000 SF) TOTAL 320 STALLS 203 STALLS SITE PLAN NOTES 4044/4042 GARRY AVE GENERAL INFO: APN:415-025-02 LOT SQ. FT.77,275 SF LOT ACRES 1.77 BUILDING AREA:32,575 SF TOPOGRAPHY LEVEL ZONING M1 - LIGHT INDUSTRIAL LEGAL DESCRIPTION: P-BOOK: 125 PAGE: 1 PAR: 1 PARKING EXISTING/PROVIDED REQUIRED PARKING : REMOVED 4 STALLS 8.5' x 18' PARKING 59 STALLS 33 STALLS (1/1,000 SF) 9' x 18' ACCESSIBLE 3 STALLS 2 STALLS (1/25 STALLS) 10' x 18' LOADING 4 STALLS 4 STALLS (1/10,000 SF) TOTAL 62 STALLS 39 STALLS SITE PLAN NOTES 4012 GARRY AV. OPTION 1: GENERAL INFO: APN:415-031-44 LOT SQ. FT.381,313 SF LOT ACRES 8.753 BUILDING AREA 88,274 SF TOPOGRAPHY LEVEL ZONING M1 - LIGHT INDUSTRIAL USE MANUFACTURING LEGAL DESCRIPTION:IN THE COUNTY OF ORANGE, STATE OF CALIFORNIA, BEING A PORTION OF ACESSOR PARCEL NOS 415-031-27, 415-031-29 AND 415-031-30 RECORDED AS TENTATIVE PARCEL MAP NO. 2002-166 IN THE CITY OF SANTA ANA OF SAID COUNTY. PARKING EXISTING/PROVIDED REQUIRED 8.5' x 18' PARKING 147 STALLS 89 STALLS (1/1,000 SF) 9' x 18' ACCESSIBLE 6 STALLS 4 STALLS (1/25 STALLS) 10' x 18' LOADING 9 STALLS 9 STALLS (1/10,000 SF) TOTAL 162 STALLS 102 STALLS SITE PLAN NOTES 4042 GARRY AVE OPTION 2: GENERAL INFO: APN:415-031-44 LOT SQ. FT.381,313 SF LOT ACRES 8.753 BUILDING AREA 88,274 SF TOPOGRAPHY LEVEL ZONING M1 - LIGHT INDUSTRIAL USE WAREHOUSE LEGAL DESCRIPTION:IN THE COUNTY OF ORANGE, STATE OF CALIFORNIA, BEING A PORTION OF ACESSOR PARCEL NOS 415-031-27, 415-031-29 AND 415-031-30 RECORDED AS TENTATIVE PARCEL MAP NO. 2002-166 IN THE CITY OF SANTA ANA OF SAID COUNTY. PARKING EXISTING/PROVIDED REQUIRED PARKING : REMOVED 4 STALLS 8.5' x 18' PARKING 147 STALLS 178 STALLS (2/1,000 SF) 9' x 18' ACCESSIBLE 6 STALLS 4 STALLS (1/25 STALLS) 10' x 18' LOADING 9 STALLS 9 STALLS (1/10,000 SF) TOTAL 158 STALLS 191 STALLS SITE PLAN NOTES 4044 GARRY AVE OPTION 2: 5 ST1.1 5 ST1.1 5 ST1.1 5 ST1.1 25 ST1.1 15 ST1.1 23 ST1.3 25 ST1.3 13 ST1.3 20 ST1.1 A A A BUILDING DEPT 2ND SUBMITTAL, DELTA-A 1 1/2" R10 " 4 1/2" 10 " 5"1 1/2" 3" 3 1/2" 5" 93 ° 3'-0" 3' - 0 " 3" 3" 68 ° 3" 3"3" 3" NOTES: 1.PARKING STALLS MARKING SHALL COMPLY WITH CBC 2025 §11B-502.6.4.1 2.PAINT SYMBOL AND PERIMETER STRIPE WITH (2) COATS OF TRAFFIC WHITE 3.PAINT SYMBOL BACKGROUND WITH (2) COATS OF TRAFFIC BLUE (COLOR #15090 IN FED. STD. 595B) 4 5/8" 5" DIA. TRUNCATED DOME PLAN VIEW 4'-0" MIN. (VARIES WITH WIDTH OF RAMP) 2. 3 5 " N O M I N A L 2.35" NOMINAL TRUNCATED DOME SPACING 3' - 0 " M I N . , T Y P . SE E P L A N S F O R D E P T H 0.45"-0.47" 0.90"-0.92" 0.18"-0.22" TRUNCATED DOME SECTION 0. 6 5 " M I N . NOTE: 1.DETECTABLE WARNINGS SHALL COMPLY WITH CBC 2025 §11B-705 2.REFER TO 2013 ACCESSIBILITY REQUIREMENTS NOTES SHEET A0.2 FOR ADDITIONAL INFORMATION 3.DETECTABLE WARNING SURFACE SHALL CONTRAST WITH THE ADJACENT WALKING SURFACE 4.DETECTABLE WARNINGS AT CURB RAMPS SHALL BE LOCATED SO THAT THE NEAREST EDGE OF THE CURB IS 6" MIN. AND 8" MAXIMUM FROM THE LINE AT THE FACE OF THE CURB MARKING THE TRANSITION BETWEEN THE CURB AND THE GUTTER, STREET, OR HIGHWAY. (EXCEPT AT PARALLEL CURB RAMPS) 5.COLOR: DETECTABLE WARNING SURFACES SHALL BE YELLOW PER FS 33538, FEDERAL STANDARD 595C. 6.PRE-CAST PAVER TILE OPTION BY WAUSAU 7.CONTRACTOR TO PROVIDE A DETECTABLE WARNING PRODUCT SAMPLE TO THE BUILDING INSPECTOR IN THE FIELD FOR APPROVAL OF COLOR CONTRACTS WITH FINISH SURFACE. 1'-4" Minimum Fine $250 REFLECTORIZED SIGN PANEL MIN. OF 16 GA. GALV. STL W/ PORCELAIN ENAMEL FINISH WHITE IMAGE ON BLUE FIELD BEADED REFLECTORIZED TEXTURE. COLOR #15090 FED. STANDARD 595B. INTERNATIONAL SYMBOL ACCESSIBILITY SIGN W/ LETTERING NOT LESS THAN 1" HIGH BOLTED TO ROUND T.S. 80 " M I N . T O UN D E R S I D E O F S I G N 1' - 8 " 4" NOTE: 1.PARKING STALL SIGNAGE SHALL COMPLY WITH CBC 2025 §11B-502.6 & 11B-703 1'-5" Van Accessible 1' - 8 " UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER’S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED BY TELEPHONING THE SANTA ANA POLICE DEPARTMENT AT (714) 245-8665. CVC 22658A. 3'-0" O.C. 20 ' T O T A L S T A L L L E N G T H 9'-0" ACCESSIBLE STALL 8'-0" SL O P E 14" P E R FT . M A X . SL O P E 14" P E R FT . M A X . NOTE: 1.SLOPE IN STALL & LOADING ZONE NOT TO EXCEED 2% IN ANY DIRECTION 2.PARKING STALLS SHALL COMPLY WITH CBC 2025 §11B-208 AND 11B-502 3.THE VAN ACCESSIBLE STALL ACCESS AISLE SHALL BE ON THE PASSENGER SIDE OF THE PARKING SPACE (§11B-502.3.4) NO PARKING INTERNATIONAL SYMBOL OF ACCESSIBILITY. SEE DETAIL 6. 4" WIDE STRIPED LOADING ZONE- 12" HIGH LETTERS READING "NO-PARKING" SHALL BE PAINTED WITHIN THE LOADING ZONE AREA-PAINT COLOR: WHITE 4" WIDE PARKING STALL PAVEMENT STRIPING-COLOR (BLUE) PER CITY REQUIREMENTS ACCESSIBLE PARKING SIGNAGE, TYP. SEE DETAIL 8. 9'-0" ACCESSIBLE STALL SL O P E 14" P E R FT . M A X . DETECTABLE WARNING, SEE DETAIL 3' - 0 " FULL WIDTH OF RAMP EXISTING PATH OF TRAVEL TO ENTRANCE TO REMAIN. 5% MAXIMUM SLOPE, 2% MAXIMUM CROSS-SLOPE AND 48" MINIMUM WIDTH. EXISTING PATH OF TRAVEL TO RIGHT OF WAY TO REMAIN. 5% MAXIMUM SLOPE, 2% MAXIMUM CROSS-SLOPE AND 48" MINIMUM WIDTH. DETECTABLE WARNING, SEE DETAIL DETECTABLE WARNING, SEE DETAIL EXISTING LANDSCAPE TO REMAIN EXISTING LANDSCAPE TO REMAIN EXISTING LANDSCAPE TO REMAIN EXISTING PARKING TO REMAIN EXISTING PATH OF TRAVEL TO ENTRANCE TO REMAIN. 5% MAXIMUM SLOPE, 2% MAXIMUM CROSS-SLOPE AND 48" MINIMUM WIDTH. PAINTED BLUE STRIPES. 12 ST1.1 12 ST1.1 5' - 0 " 3' - 0 " 3' - 0 " 18 ' - 4 " C U R B R A M P A T MA X . 4 . 9 % S L O P E 23 ' - 5 " C U R B R A M P A T MA X . 4 . 9 % S L O P E EXISTING DRIVEWAY TO REMAIN W. GARRY AVENUE. 4'-6" 4'-6" 50 ' - 0 " 7' - 0 " ST1.1 site details and enlarged plans existing truncated domes 5 (e) typ. accessible parking scale: 1/8" = 1'-0" scale: nts6 (e) accessible parking symbol scale: nts 8 (e) accessible parking signage 12 submittals & revisions 02-06-2024 PLAN CHECK CORRECTIONS, 02.10.2026 BUILDING DEPT SUBMITTAL 01.10.2026 A kdg-2026-112 si t e p l a n m o d i f i c a t i o n 40 4 2 - 4 0 1 2 w . g a r r y a v e n u e sa n t a a n a c a 9 2 7 0 5 AL L I D E A S , C O N C E P T S , D E S I G N S , A R R A N G E M E N T S A N D P L A N S I N D I C A T E D O R R E P R E S E N T E D B Y T H I S D R A W I N G A R E O W N E D B Y A N D T H E P R O P E R T Y O F K O B R A D E S I G N A N D W E R E C R E A T E D , E V O L V E D A N D D E V E L O P E D F O R U S E O N A N D I N C O N N E C T I O N W I T H T H E S P E C I F I E D P R O J E C T . N O N E O F S U C H I D E A S , C O N C E P T S , D E S I G N S , A R R A N G E M E N T S O R P L A N S S H A L L B E U S E D B Y O R DI S C L O S E D T O A N Y P E R S O N , F I R M O R C O R P O R A T I O N F O R A N Y P U R P O S E , W H A T S O E V E R , W I T H O U T T H E W R I T T E N P E R M I S S I O N O F K O B R A D E S I G N . F I L I N G T H E S E D R A W I N G S O R S P E C I F I C A T I O N S W I T H A N Y P U B L I C A G E N C Y I S N O T P U B L I C A T I O N O F S A M E A N D N O C O P Y I N G , R E P R O D U C T I O N O R U S E T H E R E O F I S P E R M I S S I B L E W I T H O U T T H E C O N S E N T O F K O B R A D E S I G N . sheet: project no: date: M A S T E R P L A N N I N G I N T E R I O R D E S I G N kobra design group inc 17151 newhope st, suite 108 fountain valley ca 92708 eml: hja@kobradesign.net mbl:714.313.6815 ca:714.962.5315 az:928.714.6909 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL NEW & EXISTING DIMENSIONS, NEW & EXISTING ROOF SLOPES, NEW & EXISTING HEIGHTS AND GENERAL EXISTING CONDITIONS THEREON BEFORE COMMENCING WORK. REPORT ANY DISCREPANCIES AND/OR POTENTIAL PROBLEMS TO THE DESIGNER AND STRUCTURAL ENGINEER PRIOR TO PROCEEDING. ALL CONSTRUCTION SHALL CONFORM TO THE CBC. A R C H I T E C T U R E S P A C E P L A N N I N G signature date:2026.02.23 plot date:2026.02.23 C-27899 RENEWAL DATE OCTOBER 31, 2027 BRANDY J. YAMAMOTOLICENSEDARCHITECT STATEOF CALIFORNIA scale: 1/8" = 1'-0" existing accessible curb ramps (for ref. only) 25 scale: 1/8" = 1'-0" proposed drive aisle detail 15 scale: nts 14 7 9 8 9 8 10 10 11 11 scale: nts20 existing wrought iron railing 20 ST1.1 20 ST1.1 7 16 16 2 1 BUILDING DEPT 2ND SUBMITTAL, DELTA-A submittals & revisions 02-06-2024 PLAN CHECK CORRECTIONS, 02.10.2026 BUILDING DEPT SUBMITTAL 01.10.2026 A kdg-2026-112 si t e p l a n m o d i f i c a t i o n 40 4 2 - 4 0 1 2 w . g a r r y a v e n u e sa n t a a n a c a 9 2 7 0 5 AL L I D E A S , C O N C E P T S , D E S I G N S , A R R A N G E M E N T S A N D P L A N S I N D I C A T E D O R R E P R E S E N T E D B Y T H I S D R A W I N G A R E O W N E D B Y A N D T H E P R O P E R T Y O F K O B R A D E S I G N A N D W E R E C R E A T E D , E V O L V E D A N D D E V E L O P E D F O R U S E O N A N D I N C O N N E C T I O N W I T H T H E S P E C I F I E D P R O J E C T . N O N E O F S U C H I D E A S , C O N C E P T S , D E S I G N S , A R R A N G E M E N T S O R P L A N S S H A L L B E U S E D B Y O R DI S C L O S E D T O A N Y P E R S O N , F I R M O R C O R P O R A T I O N F O R A N Y P U R P O S E , W H A T S O E V E R , W I T H O U T T H E W R I T T E N P E R M I S S I O N O F K O B R A D E S I G N . F I L I N G T H E S E D R A W I N G S O R S P E C I F I C A T I O N S W I T H A N Y P U B L I C A G E N C Y I S N O T P U B L I C A T I O N O F S A M E A N D N O C O P Y I N G , R E P R O D U C T I O N O R U S E T H E R E O F I S P E R M I S S I B L E W I T H O U T T H E C O N S E N T O F K O B R A D E S I G N . sheet: project no: date: M A S T E R P L A N N I N G I N T E R I O R D E S I G N kobra design group inc 17151 newhope st, suite 108 fountain valley ca 92708 eml: hja@kobradesign.net mbl:714.313.6815 ca:714.962.5315 az:928.714.6909 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL NEW & EXISTING DIMENSIONS, NEW & EXISTING ROOF SLOPES, NEW & EXISTING HEIGHTS AND GENERAL EXISTING CONDITIONS THEREON BEFORE COMMENCING WORK. REPORT ANY DISCREPANCIES AND/OR POTENTIAL PROBLEMS TO THE DESIGNER AND STRUCTURAL ENGINEER PRIOR TO PROCEEDING. ALL CONSTRUCTION SHALL CONFORM TO THE CBC. A R C H I T E C T U R E S P A C E P L A N N I N G signature date:2026.02.23 plot date:2026.02.23 C-27899 RENEWAL DATE OCTOBER 31, 2027 BRANDY J. YAMAMOTOLICENSEDARCHITECT STATEOF CALIFORNIA GUIDELINES FOR FENCING AROUND SITES, PARKING SIZE, AND PARKING RATIO FOR 4044 GARRY, 4042 GARRY, AND 4012 GARRY. FENCING AROUND THE SITE: A)IN THE INDUSTRIAL AND COMMERCIAL ZONES, WALLS AND FENCES SHALL NOT EXCEED TEN (10) FEET IN HEIGHT, AND SHALL NOT EXCEED FOUR (4) FEET IN HEIGHT WHERE THE WALL OR FENCE EXTENDS INTO THE REQUIRED FRONT YARD OR ANY REQUIRED LANDSCAPED AREA. B)IN THE M1, M2 AND LM DISTRICTS: BARBED WIRE IS PERMITTED SUBJECT ONLY TO THE RESTRICTIONS SET FORTH HEREINAFTER. C)BARBED WIRE MAY NOT BE USED ABOVE THE HEIGHT LIMITATIONS SET FORTH IN SUBSECTION (A) OF THIS SECTION. D)BARBED WIRE MAY NOT BE USED AS PART OF ANY WALL OR FENCE WHICH IS ADJACENT TO PROPERTY USED FOR RESIDENTIAL PURPOSES OR TO PROPERTY WHICH IS USED AS A SCHOOL, CHURCH, PARK, OR YOUTH CENTER. E)ELECTRIC FENCES SHALL ONLY BE PERMITTED IN THE M1 AND M2 DISTRICTS SUBJECT TO THE ISSUANCE OF A MINOR EXCEPTION PURSUANT TO ARTICLE V OF THIS CHAPTER AND SHALL MEET THE REQUIREMENTS SET FORTH IN CALIFORNIA CIVIL CODE SECTION 835. 1.ELECTRIC FENCES SHALL ONLY BE PERMITTED ON PROPERTIES ABUTTING A RAILROAD RIGHT-OF-WAY. 2.ELECTRIC FENCES SHALL BE LOCATED AT LEAST ONE HUNDRED AND FIFTY (150) LINEAR FEET FROM A PROPERTY USED FOR RESIDENTIAL OR PUBLIC PARK USE, OR ANY PROPERTY ZONED FOR SUCH A USE, OR SCHOOLS (K-12) AS DEFINED BY SECTION 11362.768 OF THE HEALTH AND SAFETY CODE. 3.ELECTRIC FENCES ARE ONLY PERMITTED IN A REAR OR SIDE YARD WHICH IS NOT VIEWABLE FROM A PUBLIC STREET. 4.NO ELECTRIC FENCE SHALL BE PERMITTED, INSTALLED, OR USED UNLESS IT IS COMPLETELY SURROUNDED AND SCREENED BY A NONELECTRIC WALL THAT IS AT LEAST SIX (6) FEET IN HEIGHT. IN NO CASE SHALL THE ELECTRIC FENCE ENCROACH INTO ANY REQUIRED SETBACK AREA. 5.ELECTRIC FENCES MAY EXCEED THE HEIGHT OF THE SURROUNDING NONELECTRIC WALL BY UP TO EIGHTEEN (18) INCHES. 6.ANY PORTION OF THE ELECTRIC FENCE EXTENDING BEYOND THE HEIGHT OF THE SURROUNDING NONELECTRIC SCREEN WALL SHALL BE ANGLED AWAY FROM THE PROPERTY LINE AT A 45-DEGREE UPWARD SLOPE. 7.ELECTRIC FENCES SHALL BE SET BACK FROM EXISTING WALLS AND FENCES IN A MANNER SO AS TO PREVENT ACCUMULATION OF DEBRIS AND TO PREVENT UNSAFE CONDITIONS FROM FORMING IN ANY RESULTING GAP FROM THE SETBACK REQUIRED BY THIS SUBSECTION. 8.IN NO CASE SHALL AN ELECTRIC FENCE EXCEED THE MAXIMUM FENCE HEIGHT ESTABLISHED IN SUBSECTION (A). 9.ELECTRIC FENCES SHALL BE INSTALLED TO BE AS MINIMALLY INTRUSIVE AS POSSIBLE. 10.NO ELECTRIC FENCE SHALL BE ENERGIZED DURING ADVERTISED BUSINESS HOURS. 11.ELECTRIC FENCES SHALL BE IDENTIFIED BY PROMINENTLY PLACED WARNING SIGNS THAT ARE LEGIBLE FROM BOTH SIDES OF THE FENCE. AT MINIMUM, THE WARNING SIGNS SHALL MEET ALL OF THE FOLLOWING CRITERIA: a.THE WARNING SIGNS ARE PLACED AT EACH GATE AND ACCESS POINT, AND AT INTERVALS ALONG THE FENCE NOT EXCEEDING THIRTY (30) FEET. b.THE WARNING SIGNS ARE ADJACENT TO ANY OTHER SIGNS RELATING TO CHEMICAL, RADIOLOGICAL, OR BIOLOGICAL HAZARDS. c.THE WARNING SIGNS ARE MARKED WITH A WRITTEN WARNING OR A COMMONLY RECOGNIZED SYMBOL FOR SHOCK, A WRITTEN WARNING OR A COMMONLY RECOGNIZED SYMBOL TO WARN PEOPLE WITH PACEMAKERS, AND A WRITTEN OR COMMONLY RECOGNIZED SYMBOL ABOUT THE DANGER OF TOUCHING THE FENCE IN WET CONDITIONS. 12.ELECTRIC FENCES EQUIPPED WITH MONITORED ALARM SYSTEMS MAY REQUIRE AN ALARM USE PERMIT. 13.ACCESSIBILITY TO EMERGENCY PERSONNEL AND FIRST RESPONDERS MUST BE MAINTAINED THROUGH THE USE OF A KNOX BOX OR OTHER ACCESS FEATURE AS DETERMINED BY THE ORANGE COUNTY FIRE AUTHORITY AND THE SANTA ANA POLICE DEPARTMENT. 14.THE APPLICANT AND PROPERTY OWNER SHALL ENTER INTO AN AGREEMENT HOLDING THE CITY OF SANTA ANA HARMLESS FROM ALL LEGAL ACTIONS THAT MAY ARISE DUE TO THE OPERATION OF THE ELECTRIFIED FENCE. THE AGREEMENT SHALL BE RECORDED WITH THE PROPERTY AND SHALL RELEASE THE CITY OF SANTA ANA FROM ALL LIABILITY WHATSOEVER. PARKING GENERAL GUIDELINES: A.PARKING LOTS AND CARS SHOULD NOT BE THE DOMINANT VISUAL ELEMENTS OF INDUSTRIAL SITES. LARGE EXPANSIVE PAVED AREAS LOCATED BETWEEN THE STREET AND THE BUILDING SHOULD BE AVOIDED IN FAVOR OF SMALLER MULTIPLE LOTS SEPARATED BY LANDSCAPING. B.PARKING LOTS ADJACENT TO AND VISIBLE FROM PUBLIC STREETS SHOULD BE SCREENED FROM VIEW THROUGH THE USE OF ROLLING EARTH BERMS, LOW SCREEN WALLS, AND CHANGES IN ELEVATION, LANDSCAPING OR COMBINATIONS THEREOF. PARKING LOT ENTRIES SHOULD BE DISTINGUISHED BY HIGH QUALITY ENTRY STATEMENTS. C.UNOBSTRUCTED SIGHT LINES AT CORNERS AND MID-BLOCK ARE IMPORTANT TO IMPROVE VISIBILITY FOR VEHICLES EXITING AND ENTERING THE SITE AND TO REDUCE POTENTIAL CONFLICTS WITH OTHER VEHICLES, BICYCLES, AND PEDESTRIANS. D.ON-SITE CIRCULATION AND PARKING ARE TO BE DESIGNED TO ASSURE THAT VEHICLES NEED NOT EXIT ONTO THE STREET AND THEN RE-ENTER THE SITE TO FIND ANOTHER PARKING SPACE. PARKING : VEHICULAR CIRCULATION A.THE CIRCULATION SYSTEM OF INDUSTRIAL SITES SHOULD BE DESIGNED TO REDUCE CONFLICTS BETWEEN VEHICULAR AND PEDESTRIAN TRAFFIC. B.ON-SITE CIRCULATION SHOULD PROVIDE ADEQUATE SPACE FOR VEHICLE MANEUVERING, INCLUDING SUFFICIENT TURNING RADII FOR LARGE TRUCKS WHEN APPROPRIATE. C.SUFFICIENT SPACE SHOULD BE PROVIDED TO ALLOW VEHICLE STACKING ON-SITE. PARKING AREAS SHOULD BE DESIGNED TO AVOID VEHICLE STACKING ONTO ADJACENT ROADWAYS. D.PARKING AND BUILDING ACCESS SHOULD BE DESIGNED IN CONSIDERATION OF EMERGENCY VEHICLE ACCESS. E.THE DRIVEWAY THROAT FROM THE INTERSECTION WITH AN ADJACENT STREET TO THE FIRST INTERNAL DRIVE AISLE SHOULD BE OF SUFFICIENT LENGTH AND WIDTH TO PREVENT STOPPED VEHICLES FROM BLOCKING INTERNAL CIRCULATION. F.DEAD-END AISLES ARE NOT ACCEPTABLE AND SHOULD BE AVOIDED BECAUSE THEY RESTRICT THE FLOW OF ON-SITE TRAFFIC AND MAY CAUSE TRAFFIC CONGESTION ON THE STREET. G.TRAVEL AISLES SHOULD BE DESIGNED SO THAT THEY ALIGN WITH ONE ANOTHER. TRAVEL AISLES THAT ARE OFFSET ARE INAPPROPRIATE. PARKING SIZE: A.PARKING STALLS SHALL NOT BE LESS THAN EIGHT (8) FEET SIX (6) INCHES WIDE AND EIGHTEEN (18) FEET LONG, EXCEPT AS NOTED IN SUBSECTIONS 41-1320(C) AND (D). WHERE DOUBLE-STRIPING IS REQUIRED, THE WIDTH OF STALLS SHALL BE MEASURED FROM LINES MIDWAY BETWEEN EACH PAIR OF STRIPES. STRUCTURAL, MECHANICAL, UTILITY OR SIMILAR APPURTENANCES ARE ONLY PERMITTED ADJACENT TO REQUIRED STALL AREAS IF THE REQUIRED WIDTH OF THE STALL IS INCREASED AT LEAST SIX (6) INCHES AND IF THE APPURTENANCE IS NOT LOCATED SO AS TO INTERFERE WITH SAFE AND FREE PARKING MOVEMENT OR CAR DOOR OPENING OR OF VISIBILITY. NO APPURTENANCE SHALL BE PERMITTED IN THE AREA IN FRONT OF A PARKED CAR UNLESS LOCATED IN ITS ENTIRETY AT LEAST FOUR (4) FEET ABOVE SURFACE LEVEL. PARKING LOT LIGHTS AND TREE WELLS, HOWEVER, MAY ENCROACH NO GREATER THAN EIGHTEEN (18) INCHES INTO A FRONT CORNER OF A PARKING STALL. B.AISLES TO AND FROM PARKING STALLS SHALL NOT BE LESS THAN: a.THIRTEEN (13) FEET WIDE FOR ONE-WAY AISLES WITH 30-DEGREE PARKING. b.FIFTEEN (15) FEET WIDE FOR ONE-WAY AISLES WITH 45-DEGREE PARKING. c.EIGHTEEN (18) FEET WIDE FOR ONE-WAY AISLES WITH 60-DEGREE PARKING. d.TWENTY-THREE (23) FEET WIDE FOR 90-DEGREE PARKING. C.CIRCULATION WITHIN A PARKING AREA MUST BE SUCH THAT: a.A CAR ENTERING THE PARKING AREA NEED NOT ENTER A STREET TO REACH ANOTHER AISLE EXCEPT ON A STREET WITH A STANDARD INDUSTRIAL STREET CROSS SECTION. b.A CAR NEED NOT ENTER A STREET BACKWARD. THIS PROVISION SHALL NOT APPLY TO OFF-STREET PARKING REQUIRED IN SECTIONS 41-1320 AND 41-1321, OR PROHIBIT THE BACKING OF MOTOR VEHICLES INTO A STREET WHICH HAS A STANDARD INDUSTRIAL STREET CROSS-SECTION REGARDLESS OF THE USE ON THE LOT ABUTTING SAID INDUSTRIAL STREET. c.ALL PARKING STALLS AND GARAGES SHALL BE ACCESSIBLE AND USABLE. PARKING RATIOS: 1.RETAIL STORES AND SERVICE USES: THE MINIMUM OFF-STREET PARKING REQUIREMENTS FOR RETAIL AND SERVICE USES NOT OTHERWISE SPECIFIED IN THIS DIVISION ARE AS FOLLOWS: FIVE (5) SPACES FOR EACH ONE THOUSAND (1,000) SQUARE FEET OF GROSS FLOOR AREA. 2.RESTAURANTS, CAFES, ETC: a.THE MINIMUM OFF-STREET PARKING REQUIREMENTS FOR RESTAURANTS, CAFES AND OTHER EATING ESTABLISHMENTS ARE AS FOLLOWS: EIGHT (8) SPACES FOR EACH ONE THOUSAND (1,000) SQUARE FEET OF GROSS FLOOR AREA AND OPEN-AIR DINING AREA EXCEPT THAT AN OPEN-AIR DINING AREA NO GREATER THAN TWENTY-FIVE (25) PERCENT OF THE GROSS FLOOR AREA OF THE RESTAURANT, OR ONE THOUSAND (1,000) SQUARE FEET, WHICHEVER IS SMALLER, IS EXEMPT FROM A PARKING REQUIREMENT. b.EACH DRIVE-THROUGH EATING ESTABLISHMENT SHALL HAVE VEHICULAR STACKING LANES OF AT LEAST EIGHTY (80) FEET FROM THE PICK-UP WINDOW TO THE ORDER POINT, AND EIGHTY (80) FEET FROM THE ORDER POINT TO THE END OF THE DRIVE-THROUGH LANE. SUCH STACKING LANES SHALL BE LOCATED SO THAT THEY DO NOT SERVE AS ENTRIES TO PARKING SPACES. 3.OFFICES, BUSINESS AND PROFESSIONAL: THE MINIMUM OFF-STREET PARKING REQUIREMENTS FOR BUSINESS AND PROFESSIONAL OFFICES, INCLUDING PSYCHOLOGISTS, ARE AS FOLLOWS: THREE (3) SPACES FOR EACH ONE THOUSAND (1,000) SQUARE FEET OF GROSS FLOOR AREA. 4.OPEN RETAIL: THE MINIMUM OFF-STREET PARKING REQUIREMENTS FOR PLANT NURSERIES (EXCEPT FOR THOSE IN CONJUNCTION WITH A HOME IMPROVEMENT STORE), VEHICLE SALES AND OTHER PRIMARILY OPEN-AIR RETAIL USES ARE AS FOLLOWS: TWO (2) SPACES FOR EACH ONE THOUSAND (1,000) SQUARE FEET OF DISPLAY AND STORAGE AREA, PLUS FOUR (4) SPACES FOR EACH ONE THOUSAND (1,000) SQUARE FEET OF OFFICE AREA. 5.HOTELS AND MOTELS: a.THE MINIMUM OFF-STREET PARKING REQUIREMENTS FOR HOTELS AND MOTELS ARE AS FOLLOWS: ONE (1) SPACE FOR EACH GUEST ROOM, PLUS ONE (1) SPACE FOR EACH TEN (10) ROOMS, PLUS TWO (2) SPACES FOR A MANAGER'S UNIT, IF PROVIDED. b.EXCEPT FOR FACILITIES LIMITED TO THE EXCLUSIVE USE OF GUESTS, PARKING SHALL BE PROVIDED FOR RESTAURANTS, BANQUET FACILITIES AND OTHER RETAIL SERVICES OR RECREATIONAL USES INCLUDED IN A HOTEL OR MOTEL BUILDING OR GROUNDS IN ACCORDANCE WITH THE REQUIREMENTS OF THIS ARTICLE FOR SUCH USES. 6.MEDICAL, DENTAL, PSYCHIATRIC AND CHIROPRACTIC OFFICES AND CLINICS: THE MINIMUM OFF-STREET PARKING REQUIREMENTS FOR MEDICAL, DENTAL, PSYCHIATRIC, AND CHIROPRACTIC OFFICES AND CLINICS ARE AS FOLLOWS: FIVE (5) SPACES FOR EACH ONE THOUSAND (1,000) SQUARE FEET OF GROSS FLOOR AREA. 7.AUTOMOBILE REPAIR AND AUTOMOBILE SERVICING: a.THE MINIMUM OFF-STREET PARKING REQUIREMENTS FOR AUTOMOBILE REPAIR AND AUTOMOBILE SERVICING FACILITIES ARE AS FOLLOWS: FIVE (5) SPACES FOR EACH ONE THOUSAND (1,000) SQUARE FEET OF GROSS FLOOR AREA. b.VEHICLE REPAIR BAYS IN AUTOMOBILE REPAIR AND AUTOMOBILE SERVICING FACILITIES SHALL NOT BE COUNTED AS PARKING SPACES. 8.BANKS AND FINANCIAL INSTITUTIONS: a.THE MINIMUM OFF-STREET PARKING REQUIREMENTS FOR BANKS AND OTHER FINANCIAL INSTITUTIONS ARE AS FOLLOWS: FOUR (4) SPACES FOR EACH ONE THOUSAND (1,000) SQUARE FEET OF GROSS FLOOR AREA, PLUS TWO (2) SPACES FOR EACH WALK-UP AUTOMATIC TELLER MACHINE. b.EACH DRIVE-IN SERVICE WINDOW IN A BANK OR OTHER FINANCIAL INSTITUTION SHALL HAVE A VEHICULAR STACKING LANE OF AT LEAST ONE HUNDRED TWENTY (120) FEET IN LENGTH. SUCH STACKING LANE SHALL BE LOCATED SO THAT IT DOES NOT SERVE AS AN ENTRYWAY TO PARKING SPACES. 9.FURNITURE AND APPLIANCE STORES: THE MINIMUM OFF-STREET PARKING REQUIREMENTS FOR FURNITURE AND APPLIANCE STORES ARE AS FOLLOWS: TWO (2) SPACES FOR EACH ONE THOUSAND (1,000) SQUARE FEET OF GROSS FLOOR AREA. 10.LAUNDROMATS: THE MINIMUM OFF-STREET PARKING REQUIREMENTS FOR LAUNDROMATS ARE AS FOLLOWS: SIX (6) SPACES FOR EACH ONE THOUSAND (1,000) SQUARE FEET OF GROSS FLOOR AREA. 11.HOSPITALS AND OTHER MEDICAL CARE FACILITIES: THE MINIMUM OFF-STREET PARKING REQUIREMENTS FOR HOSPITALS AND OTHER MEDICAL CARE FACILITIES [ARE AS FOLLOWS]: TWO (2) SPACES FOR EACH PATIENT BED. 12.UNION HALLS: THE MINIMUM OFF-STREET PARKING REQUIREMENTS FOR UNION HALLS ARE AS FOLLOWS: THREE (3) SPACES FOR EACH ONE THOUSAND (1,000) SQUARE FEET OF GROSS FLOOR AREA OF OFFICE AREA, PLUS ONE (1) SPACE FOR EACH TWENTY-EIGHT (28) SQUARE FEET OF ASSEMBLY FLOOR AREA. 13.BULK MERCHANDISE STORES: THE MINIMUM OFF-STREET PARKING REQUIREMENTS FOR BULK MERCHANDISE STORES ARE AS FOLLOWS: EIGHT (8) SPACES FOR EACH ONE THOUSAND (1,000) SQUARE FEET OF GROSS FLOOR AREA. 14.LUMBERYARDS: THE MINIMUM OFF-STREET PARKING REQUIREMENTS FOR LUMBERYARDS ARE AS FOLLOWS: FIVE (5) SPACES FOR EACH ONE THOUSAND (1,000) SQUARE FEET OF GROSS FLOOR AREA OF BUILDING SPACE, PLUS TWO (2) SPACES FOR EACH ONE THOUSAND (1,000) SQUARE FEET OF OUTDOOR SALES OR STORAGE AREA. 15.CAR WASHES: a.THE MINIMUM OFF-STREET PARKING REQUIREMENTS FOR SELF-SERVICE CAR WASHES ARE AS FOLLOWS: TWO (2) SPACES PER WASHING BAY. IN ADDITION, AN AREA FOR VEHICLES OF AT LEAST TEN (10) FEET BY TWENTY (20) FEET IS TO BE PROVIDED ADJACENT TO EACH AIR, WATER, VACUUM AND TELEPHONE FACILITY. b.THE MINIMUM OFF-STREET PARKING REQUIREMENTS FOR AUTOMATIC CAR WASHES ARE AS FOLLOWS: TWO (2) SPACES. AUTOMATIC CAR WASHES SHALL ALSO HAVE A VEHICULAR STACKING LANE AT LEAST SIXTY (60) FEET LONG AT THE ENTRANCE. AN AREA FOR VEHICLES OF AT LEAST TEN (10) FEET BY TWENTY (20) FEET SHALL ALSO BE PROVIDED ADJACENT TO EACH AIR, WATER, VACUUM AND TELEPHONE FACILITY. c.THE MINIMUM OFF-STREET PARKING REQUIREMENTS FOR FULL-SERVICE CAR WASHES ARE AS FOLLOWS: FIVE (5) SPACES. FULL-SERVICE CAR WASHES SHALL ALSO PROVIDE THE FOLLOWING: 1.A DRYING AREA EQUAL TO AT LEAST TWENTY (20) PARKING SPACES. 2.A VEHICULAR APPROACH LANE AT LEAST ONE HUNDRED TWENTY (120) FEET IN LENGTH. 3.AN AREA FOR VEHICLES OF AT LEAST TEN (10) FEET BY TWENTY (20) FEET ADJACENT TO EACH AIR, WATER, VACUUM AND TELEPHONE FACILITY. 16.INDOOR SWAP MEETS: THE MINIMUM OFF-STREET PARKING REQUIREMENTS FOR INDOOR SWAP MEETS ARE AS FOLLOWS: TEN (10) SPACES FOR EACH ONE THOUSAND (1,000) SQUARE FEET OF GROSS FLOOR AREA. 17.SERVICE STATIONS: a.THE MINIMUM OFF-STREET PARKING REQUIREMENTS FOR SERVICE STATIONS WHICH ARE LIMITED TO THE DISPENSING OF MOTOR FUEL ARE AS FOLLOWS: TWO (2) SPACES. b.THE MINIMUM OFF-STREET PARKING REQUIREMENTS FOR SERVICE STATIONS HAVING REPAIR AND/OR RETAIL FACILITIES ARE AS FOLLOWS: ONE (1) SPACE FOR EACH TWO HUNDRED (200) SQUARE FEET OF GROSS FLOOR AREA. c.NO ADDITIONAL SPACES ARE NEEDED FOR AN AUTOMATIC (DRIVE-THROUGH) CAR WASH, HOWEVER, A SIXTY-FOOT STACKING LANE IS REQUIRED. OTHER TYPES OF CAR WASHES REQUIRE PARKING AS SPECIFIED IN THIS ARTICLE. d.SERVICE STATIONS SHALL ALSO PROVIDE AN AREA FOR VEHICLES OF AT LEAST TEN (10) FEET BY TWENTY (20) FEET ADJACENT TO EACH AIR, WATER, VACUUM AND TELEPHONE FACILITY. e.VEHICLE REPAIR BAYS IN SERVICE STATIONS SHALL NOT BE COUNTED AS PARKING SPACES. f.FIFTY (50) PERCENT OF FUEL ISLAND VEHICLE PARKING AREA MAY BE COUNTED TOWARD NOT MORE THAN ONE-HALF (1/2) OF THE NUMBER OF ANY PARKING SPACES REQUIRED DUE TO FLOOR AREA USED FOR RETAIL PURPOSES (AUTO REPAIR EXCLUDED). 18.MOTORCYCLE REPAIR: THE MINIMUM OFF-STREET PARKING REQUIREMENT FOR MOTORCYCLE, ATV, MOTOR SCOOTER, MOPED, SMALL ENGINE AND SIMILAR REPAIR SHOPS ARE AS FOLLOWS: ONE (1) SPACE FOR EACH TWO HUNDRED (200) SQUARE FEET OF GROSS FLOOR AREA. 19.BANQUET FACILITIES: BANQUET FACILITIES, AS A FREESTANDING USE, SHALL BE PARKED AT THE RATE OF ONE (1) PARKING STALL PER TWENTY-EIGHT (28) S.F. OF ACTIVITY/ASSEMBLY AREA. WHENEVER THE PARKING REQUIREMENT FOR A BANQUET FACILITY AS AN ANCILLARY USE EXCEEDS THE PARKING REQUIREMENT FOR THE PRIMARY USE, THE BANQUET FACILITY SHALL BE PARKED AT THE RATE OF ONE (1) PARKING STALL PER TWENTY-EIGHT (28) S.F. OF ACTIVITY/ASSEMBLY AREA. PROVIDED HOWEVER, BANQUET FACILITIES ANCILLARY TO A RESTAURANT OR EATING ESTABLISHMENT SHALL BE PARKED AT THE RESTAURANT RATE OF TEN (10) PARKING STALLS PER ONE THOUSAND (1,000) S.F. OF GROSS FLOOR AREA. 20.CAR RENTAL AGENCIES: THE MINIMUM OFF-STREET PARKING REQUIRED FOR CAR RENTAL AGENCIES IS ONE (1) SPACE FOR EACH TWO HUNDRED (200) SQUARE FEET OF GROSS FLOOR AREA AND ONE (1) SPACE FOR EACH RENTAL VEHICLE STORED ON-SITE. 21.MANUFACTURING FACILITIES: a.THE MINIMUM OFF-STREET PARKING REQUIREMENTS FOR MANUFACTURING USES ARE AS FOLLOWS: TWO (2) SPACES FOR EACH ONE THOUSAND (1,000) SQUARE FEET OF PRODUCTION AREA. b.OFFICE SPACE EXCEEDING THIRTY (30) PER CENT OF THE GROSS FLOOR AREA OF A MANUFACTURING FACILITY MUST MEET THE OFF-STREET PARKING REQUIREMENTS FOR OFFICE USE. (ORD.NO. NS-2091, § 1, 11-19-90; ORD. NO. NS-2340, § 28, 12-15-97) 22.WAREHOUSES DISTRIBUTION, WHOLESALE, DATA CENTERS AND COMMERCIAL STORAGE USES. a.THE MINIMUM OFF-STREET PARKING REQUIREMENTS FOR WAREHOUSES DISTRIBUTION, WHOLESALE, DATA CENTERS AND COMMERCIAL STORAGE USES ARE AS FOLLOWS: ONE (1) SPACE FOR EACH ONE THOUSAND (1,000) SQUARE FEET OF GROSS FLOOR AREA. b.OFFICE SPACE EXCEEDING THIRTY (30) PER CENT OF THE GROSS FLOOR AREA OF THE WAREHOUSE OR WHOLESALE USE MUST MEET THE OFF-STREET PARKING REQUIREMENTS FOR OFFICE USE. c.FOR PURPOSES OF THIS SECTION, "DISTRIBUTION" MEANS A FACILITY WHICH DISPENSES, DIVIDES, AND/OR DEALS GOODS OR MATERIALS ON A REGULAR BASIS, OTHER THAN SALES AT RETAIL. ORD. NO. NS-2091, § 1, 11-19-90; ORD. NO. NS-2275, § 23, 12-18-95; ORD. NO. NS-2340, § 29, 12-15-97; ORD. NO. NS-2494, § 11, 4-15-02) jurisdiction code reference ST1.2 BUILDING DEPT 2ND SUBMITTAL, DELTA-A EXIT ENTRY DOOR EXIT ENTRY DOOR EXIT ENTRY DOOR KEY NOTES EXISTING PATH OF TRAVEL TO RIGHT OF WAY TO REMAIN. 5% MAXIMUM SLOPE, 2% MAXIMUM CROSS-SLOPE AND 48" MINIMUM WIDTH. EXISTING PATH OF TRAVEL TO PROJECT TO REMAIN. 5% MAXIMUM SLOPE, 2% MAXIMUM CROSS-SLOPE AND 48" MINIMUM WIDTH. EXISTING ACCESSIBLE CURB RAMPS WITH DETECTABLE WARNING TO REMAIN. EXISTING ACCESSIBLE PARKING STALLS TO REMAIN. EXISTING FIRE BACK FLOW PREVENTOR. EXISTING FIRE HYDRANT. PROPOSED DRIVEWAY. FENCE CUT. SEE CIVIL DRAWINGS. PROPOSED ROLL GATES. SAME MATERIAL AS EXISTING. SEE DETAIL 15/ST1.3 PROPOSED MOTOR FOR GATES, SEE DETAIL 15/ST1.1 PROPOSED DROUGHT TOLERANT LANDSCAPING ((MUHLENBERGIA RIGENS - DEER GRASS) EXISTING WROUGHT IRON FENCE, SEE DETAIL 20/ST1.1 ACCESS TO PUBLIC PATH OF TRAVEL PROPERTY LINE PROPOSED RELOCATED FIRE HYDRANT. SEE CIVIL DRAWINGS. GRADE LEVEL LANDING IDENTIFIED AT WITH TACTILE EXIT SIGNAGE. ACCESSIBLE CURB RAMPS WITH DETECTABLE WARNING. SEE DETAIL 12/ST1.1. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 submittals & revisions 02-06-2024 PLAN CHECK CORRECTIONS, 02.10.2026 BUILDING DEPT SUBMITTAL 01.10.2026 A kdg-2026-112 si t e p l a n m o d i f i c a t i o n 40 4 2 - 4 0 1 2 w . g a r r y a v e n u e sa n t a a n a c a 9 2 7 0 5 AL L I D E A S , C O N C E P T S , D E S I G N S , A R R A N G E M E N T S A N D P L A N S I N D I C A T E D O R R E P R E S E N T E D B Y T H I S D R A W I N G A R E O W N E D B Y A N D T H E P R O P E R T Y O F K O B R A D E S I G N A N D W E R E C R E A T E D , E V O L V E D A N D D E V E L O P E D F O R U S E O N A N D I N C O N N E C T I O N W I T H T H E S P E C I F I E D P R O J E C T . N O N E O F S U C H I D E A S , C O N C E P T S , D E S I G N S , A R R A N G E M E N T S O R P L A N S S H A L L B E U S E D B Y O R DI S C L O S E D T O A N Y P E R S O N , F I R M O R C O R P O R A T I O N F O R A N Y P U R P O S E , W H A T S O E V E R , W I T H O U T T H E W R I T T E N P E R M I S S I O N O F K O B R A D E S I G N . F I L I N G T H E S E D R A W I N G S O R S P E C I F I C A T I O N S W I T H A N Y P U B L I C A G E N C Y I S N O T P U B L I C A T I O N O F S A M E A N D N O C O P Y I N G , R E P R O D U C T I O N O R U S E T H E R E O F I S P E R M I S S I B L E W I T H O U T T H E C O N S E N T O F K O B R A D E S I G N . sheet: project no: date: M A S T E R P L A N N I N G I N T E R I O R D E S I G N kobra design group inc 17151 newhope st, suite 108 fountain valley ca 92708 eml: hja@kobradesign.net mbl:714.313.6815 ca:714.962.5315 az:928.714.6909 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL NEW & EXISTING DIMENSIONS, NEW & EXISTING ROOF SLOPES, NEW & EXISTING HEIGHTS AND GENERAL EXISTING CONDITIONS THEREON BEFORE COMMENCING WORK. REPORT ANY DISCREPANCIES AND/OR POTENTIAL PROBLEMS TO THE DESIGNER AND STRUCTURAL ENGINEER PRIOR TO PROCEEDING. ALL CONSTRUCTION SHALL CONFORM TO THE CBC. A R C H I T E C T U R E S P A C E P L A N N I N G signature date:2026.02.23 plot date:2026.02.23 C-27899 RENEWAL DATE OCTOBER 31, 2027 BRANDY J. YAMAMOTOLICENSEDARCHITECT STATEOF CALIFORNIA enlarged site plan ST1.3 scale: 1/8" = 1'-0" enlarged site plan - 4012 w garry 25 scale: 1/8" = 1'-0" enlarged site plan - 4044 w garry 23 scale: 1/8" = 1'-0" enlarged site plan - 4042 w garry 13 EXISTING PATH OF TRAVEL TO RIGHT OF WAY TO REMAIN. 5% MAXIMUM SLOPE, 2% MAXIMUM CROSS-SLOPE AND 48" MINIMUM WIDTH. EXISTING ACCESSIBLE PARKING STALLS TO REMAIN. 4 5 ST1.1 EXISTING ACCESSIBLE PARKING STALLS TO REMAIN. 4 5 ST1.1 EXISTING PATH OF TRAVEL TO RIGHT OF WAY TO REMAIN. 5% MAXIMUM SLOPE, 2% MAXIMUM CROSS-SLOPE AND 48" MINIMUM WIDTH.EXISTING PATH OF TRAVEL TO RIGHT OF WAY TO REMAIN. 5% MAXIMUM SLOPE, 2% MAXIMUM CROSS-SLOPE AND 48" MINIMUM WIDTH. EACH GRADE LEVEL EXTERIOR DOOR SHALL BE IDENTIFIED AT A TACTILE EXIST WITH THE WORD "EXIT", TYP. 15 EACH GRADE LEVEL EXTERIOR DOOR SHALL BE IDENTIFIED AT A TACTILE EXIST WITH THE WORD "EXIT", TYP. 15 EACH GRADE LEVEL EXTERIOR DOOR SHALL BE IDENTIFIED AT A TACTILE EXIST WITH THE WORD "EXIT", TYP. 15 16 2 1 2 1 2 1 scale: 1/8" = 1'-0" new gate - enlarged plan 15 26 ' - 1 " 9 8 11 PROPOSED GATE HEIGHT: 7'-0" MATERIAL TO MATCH EXISTING IRON FENCE A A BUILDING DEPT 2ND SUBMITTAL, DELTA-A MINOR GRADING PLAN LN CIVIL ENGINEERS, INC. O Exp. 6-30-2025 TTAE S NROFACLIF AI No. 46771 R E ET GN G SI LOR PDE R E FO M NGYU NE I EN LAOINSSE NG E R . VIC IL UTILITY COMPANIES Underground Service Alert Section 4216/4216.9 of the Government Code requires a DIG ALERT Identification Number be issued before a "Permit to Excavate" will be valid. For your Dig Alert I.D. Number Call Underground Service Alert 811 two working days before you dig OWNER: 811 VICINITY MAP N N 3' "V" GUTTER DETAIL CONCRETE CURB DETAIL A A SECTION A-A GASKET ASSEMBLY SUPPORT BRACKET D C B A A B C D 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 E F E F RE V D To p H a t 01-004 SHEET 3 OF 3 A.C.2/6/14 SCALE: 1:6WEIGHT: DWG. NO.REVDSIZE TITLE: NAME DATE COMMENTS: Q.A. MFG APPR. ENG APPR. CHECKED DRAWN A A TOP HAT FILTER 1. All dimensions are in inches, unless otherwise noted.2. The TRITON - TH (Top Hat) Series Filters may be customized in the field to fit catch basins with irregular dimensions or unusual frame and grate types. REM also designs custom filters for unique storm water infrastructures and applicaKons.3. Base plates are constructed using non-reacKve high density polyethylene plasKc (HDPE) with added U.V. inhibitors.4. Filter cartridge housings are constructed uKlizing Type 304 Stainless Steel, with 2" welded square openings. 5. Removable cartridge tops are constructed uKlizing over 40% recycled Non-reacKve High Density Polystyrene PlasKc with added U.V. inhibitors.6. REM TRITON replacement Filter Media Packs are charged with REM FOG media an expanded volcanic ash medium treated to be highly hydrophobic housed in a durable geo-texKle perforated polypropylene woven fabric. REM FOG media effecKvely encapsulates liquefied petroleum hydrocarbons (Fats, Oils & Grease including animal fats). The media’s hydrophobic characterisKc allows for greater polishing of flow resulKng in the reducKon of Total Suspended Solids (TSS). Suspended solid reducKon includes but is not limited to debris, trash, silt sediment and agglomerated heavy metals. (AddiKonal media opKons are available including mixed blends of granulated carbon [AC] and Zeolite [ZEO]). For trash/debris capturing only, Bioflex Media (BFTG) should be chosen.7. The Top Hat filter design requires water flows to filter through media, prevenKng low flow bypass.8. REM TRITON filter cartridges are removable for ease of cleaning and maintenance. 9. Filter designs include a high flow overflow bypass to eliminate pooling or flooding during heavy rain events.10. See our Specifier Sheet for sizes, models and flow rate informaKon.11. Maintenance informaKon and replacement REM Media Packs are available upon request by contacKng REM at sales@remfilters.com or (888) 526-4736. 12. U.S. Patent Number: 6,217,757 B1 13. Made in the USA. 1 1 2 3 4 5 ITEM NO.DESCRIPTION QTY. 1 FILTER COVER 2 2 FILTER MEDIA PACK 1 3 FILTER CAGE 1 4 FILTER ASSY BASE 1 5 SUPPORT STRUCTURE 1 D C B A A B C D 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 E F E F RE V D To p H a t 01-004 SHEET 1 OF 3 A.C.2/24/14 UNLESS OTHERWISE SPECIFIED: SCALE: 1:3WEIGHT: DWG. NO.REVDSIZE TITLE: NAME DATE COMMENTS: Q.A. MFG APPR. ENG APPR. CHECKED DRAWN FINISH MATERIAL INTERPRET ALL GEOMETRICTOLERANCING PER: 0.05 DIMENSIONS ARE IN INCHES TOLERANCES:FRACTIONAL ANGULAR: MACH BEND ONE PLACE DECIMAL 0.2 TWO PLACE DECIMAL 0.1 APPLICATION NEXT ASSY USED ON PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF<INSERT COMPANY NAME HERE>. ANY REPRODUCTION IN PART OR AS A WHOLEWITHOUT THE WRITTEN PERMISSION OF <INSERT COMPANY NAME HERE> ISPROHIBITED. A A TOP HAT FILTER HYDRAULIC DATALEGEND YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments ·Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. ·Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. ·If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. ·In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. ·Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11.*Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( )Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM 4012 W Garry Ave, Santa Ana, CA 92704 4 New Fence and curb cutouts. 4 4 4 4 4 4 4 4 4 Brad Kenson 949 228-5687 11 05 2025 Santa Ana O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ Updated: 06/02/2020 rs AK M F I R E 18 3 2 2 O X N A R D S T . TA R Z A N A , C A 9 1 3 5 6 TE L : ( 8 1 8 ) 3 4 3 - 8 2 0 8 LI C . # C - 1 6 8 4 5 8 1 7 FA X : ( 8 1 8 ) 3 4 3 - 8 2 7 8 AU T O M A T I C F I R E S P R I N K L E R S EN G I N E E R I N G & I N S T A L L A T I O N Wa r e h o u s e ar r y A v e n u e , S a n t a A n a , C A 9 2 7 0 5 LI C . # C - 1 6 8 4 5 8 1 7 E X P . 0 9 / 3 0 / 2 0 2 6 ORANGE COUNTY FIRE AUTHORITY Reviewed by Planning & Development Service Request Expires After 6 Months of Inactivity Approval subject to field inspection and required test, notations hereon, conditions in correspondence and conformance with applicable regulations. The stamping of these plans shall not be held to permit or approve the violation of any law. OCFA SR #: Fee Codes: Plan Type: By: ONLY STAMPED SHEETS REVIEWED BY ORANGE COUNTY FIRE AUTHORITY Call at least 72 hours in advance to schedule inspections: (714) 573­6150 Notes: 24001317 PR470 Underground Piping System Date: 09/10/2024 RichSwanson 2 26 5 5 2 1 5 7 8 (E) WAREHOUSE (7 ) 8 ' - 6 " M I N I M U M S T A L L S EX I S T I N G (4 ) 8 ' - 6 " M I N I M U M S T A L L S EX I S T I N G 9' - 0 " EX I S T I N G EXISTING TRANSFORMER EXISTING ACCESSIBLE PARKING STALL EXISTING ACCESSIBLE PATH OF TRAVEL EXISTING FIRE ALARM BELL LOCATION EXISTING FIRE P.I.V. EXISTING FIRE RISER EXISTING ELEC PANELS 247'-0" EXISTING WIDTH V.I.F. 13 2 ' - 2 " E X I S T I N G W I D T H V . I . F . 9' - 4 " 8'-0" 2'-0" 8' - 6 " scope of work RELOCATE EXISTING FIRE HYDRANT DUE TO NEW DRIVEWAY GATE . PROJECT: FIRE SPRINKLER CONTRACTOR AKM FIRE 18322 OXNARD ST. TARZANA, CA 91356 TEL: (818) 343-8208 LIC. #C-16 845817 FAX: (818) 343-8278 AUTOMATIC FIRE SPRINKLERS ENGINEERING & INSTALLATION DRAWN Y KOI A. CHECKED Y KOI A. SCALE AS SHOWN. TITLE NOTES DETAILS SHEET NO OF SHEETS FP 2 arehouse arry Avenue anta Ana, CA 92705 DATE U.G.PLAN AUT H O RITY FI RE REVIEWED CALIFORNIA ROANGE COUNTY 24001317