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PC - Item 3B - Exhibit BConditional Use Permit for: ■ ■ ■ 1s1on an air APN: 5289-010-028 8735 Garvey Ave., Rosemead, CA 91770 SCOPE OF WORK: 1.Install a new indoor pre-fabrication paint spray booth (13' wide x 23'- 3 1 /2" long x 10'-7" high) with one fire suppression. Assembling on site. No architecture improvement 2.Build new single-bin trash enclosure 3.Re-stripe existing parking lot to provide (2) handicap and (14) regular parking spaces 4.Install new landscaping area along the south and south-west edge of the property line. DESCRIPTION - Services Provided : Auto collision and regular repairs, including: Oil Change, Brake Job, Tire Alignment, and Basic Repair. Proposed Auto Body and Auto Painting. HOURS OF OPERATION: 8am to 5pm, Monday to Friday. NUMBER OF EMPLOYEES: 2 ABBREVIATIONS: AC Asphalt Concrete FD Floor Drain NC Air Condenser FDN Foundation AD Area Drain FF Finish Floor ADA American with Disabilites Act FFE Finish Floor Elevation AGG Aggregate FG Finish Grade ALIGN Alignment FH Fire Hydrant APPROX Approximate FL Flow Line ARCH Architect(ural) FOB Face of Building FOC Face of Curt, BC Bottom of Curb FOF Face of Finish BCR Beginning Curve Radius FOS Face of Step BD Board FOW Face of Wall BF Bottom of Fence FS Finish Surface BL Base Line FTG Fooling BLDG Building BM Benchmark G Gas BOC Back of Curt, GA Gauge BOP Bottom of Pipe GALV Galvanized BOR Bottom of Ramp GB Grade Brake BOS Bottom of Slope GC General Contractor BOT Bottom GFCI Ground Faull Circuit Interrupter BS Bottom of Slep GO Grid Origin BVC Beginning of Vertical Curve GR Grade BW Bottom of Wall GV Gate Valve HB Hose Bibb CAB Crushed Aggregate Base CB Catch Basin HC Handicap HDR Header CFS Cubic Feet per Second HORIZ Horizontal Cl cast Iron HP High Point CIP Cast-in-Place HT Heigh! CJ Contraction Joint CL Centerline ID Inside Diameter CLR Clearance IJ Isolation Joint CMB Crushed Miscellaneous Base IN Inch CMP Corrugated Metal Pipe INV Invert CMU Concrete Masonry Unit JB Junction Box co Cleanout JT Joint CONC Concrete CONT Continuous LB Pound LF Linear Fee DBL Double LOW Limit of Work DCJ Doweled Construction Joint LP Low Point DET Detail DF Douglas Fir MAX Maximum DI Drain Inlet MECH Mechanical DIA Diameter MED Medium DIAG Diagonal MET Metal DIM Dimension MFG Manufacb.Jrer DWG Drawing MH Manhole MIN Minimum E East MISC Miscellaneous (E)Existing MOM Metalized Ornamental Metal EA Each N North ECR End Curve Radius NIC Nol In Contract EIFS Exterior Insulation and Finish System NO Number EL Elevation NOM Nominal ELEC Electrical NTS Nol To Sea� ENCL Enclosure EQ Equal oc On Center EQUIP Equipment OCEW On Center each Way EVC End Vertical Curve OD Outside Diameter EW Each Way OE Or Equal EWWM Electrically Welded Wire Mesh OPG Opening EX Existing OPP Opposite PA Planting Area Pl Point of Intersection PIP Protect in Place PL Property Line POC Point of Connection POVC Point of Vertical Curve PREP Preparation PSI Pounds per Square Inch PT Point of Tangency PVC Poly Vin� Chloride PVI Point of Vertical Intersection PVMT Pavement R Radius RCP Reinforced Concrete Pipe RD Roof Drain RE Rim Elevation RECPT Receptacle REF Reference REINF Reinforced REQ Required REV Revision RL Ridge Line RO Rough Opening ROW Righi of Way fWI Righi of WayRP Radius Point s Sewer SCH Schedule sco Sewer Clean Out SF Square Feet SHT Sheet SIM Similar SPEC Specification SQ Square STA Station STD Standard STL Steel STRUC Structural ss Stainless Steel TC Top of Curb THK Thick TOB Top of Beam TOC Top of Gap TOS Top of Slope TllD To Be Determined lD Top of Drain TF Top of Fence TOR Top of Ramp TS Top of Step TYP Typical TW Top of Wall UNO Unless Noted Otherwise V Vertir.al VERT Vertical w Waat WI With W/O Without WC Water Closet WI Wrought Iron WP Waterproof ws Water Surface PROJECT SUMMARY: ZONE: LIGHT INDUSTRIAL (M-1) GENERAL PLAN : MIXED USE/ INDUSTRIAL COMMERCIAL BUILDING TYPE : Ill-A OCCUPANCY TYPE : B, S-1 NO. OF STORY : (1) ONE SPRINKLERED : NO LOT AREA : 20,898 SF / 0.48 ACRES (per a land surveyor) BUILDING FOOT PRINT : 1,988 SF FLOOR AREA RATIO (FAR) : 2.5 : 1 BUILDING HEIGHT : 16'-7" PROPOSED LANDSCAPE AREA : 1,423 SF/ 7% NUMBER OF PARKING SPACE ARE PROPOSED: 16 Spaces i)Standard : 14 Spaces ii)ADA : 2 Spaces Required Parking : (gross) 1,988 / 400 = 5 4 Indoor service bay = 4 9 spaces are required. A L E ■ ■ 2022 CALIFORNIA BUILDING CODE (CBC) 2022 CALIFORNIA MECHANICAL CODE (CMG) 2022 CALIFORNIA ELECTRICAL CODE (CEC) 2022 CALIFORNIA PLUMBING CODE (CPC) 2022 CALIFORNIA FIRE CODE (CFC) (CHAPTER 24, FLAMMABLE FINISHED) NFPA 13, 17, 33 TITL 24, CALIFORNIA CODE OF REGULATION UNIFORM FIRE CODE AND ITS APPENDICES AND STANDARDS. UNDERGROUND UTILITY SERVICE ALERT OF SOUTHERN CALIFORNIA! CALL: (800) 227-2600 "CALL A MINIMUM OF TWO WORKING DAYS BEFORE YOU DIG" 1.(EXIST) HANDICAP PARKING STALLS ARE IN COMPLIANCE. 2.ALL (EXIST) RESTROOM FACILITIES AND ALL ACCESSIBLEFEATURES WITHIN ARE EXISTING AND TO REMAINUNCHANGED. GENERAL NOTES 1.EXIT SIGNS SHALL BE INTERNALLY ILLUMINATED OREXTERNALLY ILLUMINATED. 2.EXIT SIGNS ILLUMINATED BY AN EXTERNAL SOURCE SHALLHAVE AN INTENSITY OF NOT LESS THAN 5 FOOT CANDLES(54 LUX) 3.INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED ANDLABELED AND SHALL BE INSTALLED IN ACCORDANCE WITHTHE MANUFACTURER'S INSTRUCTIONS AND SECTION 2702. 4.EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES (1013.3) 5.EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWERSYSTEM THAT WILL PROVIDE AN ILLUMINATION OF NOT LESS THAN 90 MINUTES IN CASE OF POWER LOSS (1013.6.3) 6.EGRESS DOORS SHALL BE READILY OPERABLE FROM THEEGRESS SIDE WITHOUT THE USE OF KEY OR SPECIALKNOWLEDGE OR EFFORT. SEE 1010.1. 9.3 FOR EXCEPTIONS. 7.DOOR HANDLES, LOCK AND OTHER OPERATING DEVICESSHALL BE INSTALLED A MINIMUM 34" AND A MAXIMUM 44"ABOVE THE FINISHED FLOOR. 8.THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING ISOCCUPIED. 9.ALL EGRESS DOOR OPERATION SHALL COMPLY WITH SECTION1010.1. 9-1010.1. 9.12. 10.THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGESHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACESERVED BY THE MEANS OF EGRESS IS OCCUPIED. 11.THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BELESS THAN 1 FOOT CANDLE AT THE WALKING SURFACE. 12.THE POWER SUPPLY OF MEANS OF EGRESS ILLUMINATIONSHALL NORMALLY BE PROVIDED BY THE PREMISES' ELECTRICALSUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE,AN EMERGENCY ELECTRICAL SYSTEM SHALL AU TOMA Tl CALLYILLUMINATE THE FOLLOWING AREAS: a.AISLES AND UNENCLOSED EGRESS STAIRWAYS INROOMS AND SPACES THAT REQUIRE TWO ORMORE MEANS OF EGRESS. b.CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYiIN THE ARE REQUIRED TO HAVE TWO OR MORE EXITS. c.EXTERIOR EGRESS COMPONENTS AT OTHER THANLEVEL OF EXIT DISCHARGE UNTIL EXIT DISCHARGEIS ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVETWO OR MORE EXITS. d.INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTEDIN SECTION 1028.1 IN BUILDINGS REQUIRED TO HAVETWO OR MORE EXITS. e.EXTERIOR LANDINGS AS REQUIRED BY SECTION 1010.1.EFOR EXIT DISCHARGE DOORWAYS IN BUILDINGSREQUIRED TO HAVE TWO OR MORE EXITS. 13.THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FORA DURATION OF NOT LESS THAN 90 MINUTES AND SHALLCONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR ANON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCYPOWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702 14.EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TOPROVIDE AND INITIAL ILLUMINATION THAT IS AT LEAST ANAVERAGE OF 1 FOOT CANDLE(11 LUX) AND A MINIMUM AT ANYPOINT OF 0.1 FOOT CANDLE (1 LUX) MEASURED ALONG THEPATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELSSHALL BE PERMITTED TO DECLINE TO 0.6 FOOT CANDLE(6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06FOOT CANDLE (0.6 LUX) AT THE END OF THE EMERGENCYLIGHTING TIME DURATION.A MAXIMUM TO MINIMUM ILLUMINATION UNIFORMITY RATIO OF40 TO 1 SHALL NOT BE EXCEEDED. 15.NO OUTDOOR STORAGE PROPOSAL OUTSIDE. 16.PATH OF TRAVEL TO BE A MINIMUM OF 4' WIDE, MAXIMUM 2%CROSS SLOPE AND 5% RUNNING SLOPE. SHEET INDEX: Qty. Sht. No. Sheet Title CS-0.01 Cover Sheet A-01 A-02 A-03 A-04 A-05 LA-01 LA-02 LA-03 LA-04 Topo Survey Site Plan Existing Floor Plan Proposed Floor Plan Elevations (Existing, no improvements) Trash Enclosure Plan, Elevations Landscape Construction Plan & Detail Irrigation Plan Water Efficient Landscape Worsheets Planting Plan LOCATION MAP: I 1�=--�•..-_____;:- Shaolln Temple Martial Arts Academy rn Not to Scale GENERAL STRUCTURAL NOTES: -SOIL: USE 1500 PSF BEARING CAPACITY ••WOOD FRAMING MEMBERS: GRADE AND SPECIES OF ALL LUMBER. "MUST BE GRADE MARKED". ·-CONTRACTORS RESPONSIBLE FOR CONSTRUCTION OF A WIND OR SEISMIC FORCE RESISTING SYSTEM/COMPONENT LISTED IN THE "STATEMENT OF SPECIAL INSPECTION" SHALL SUBMIT A WRITTEN STATEMENTOF RESPONSIBILITY TO LOS ANGELES INSPECTORS AND THE OWNER PRIOR TO THE COMMENCEMENT OFWORK ON SUCH SYSTEM OR COMPONENT PER SEC. 1706.1 MISCELLANEOUS: 1.ALL CONSTRUCTION SHALL BE PER 2023 LOS ANGELES BUILIDNG CODES, ASCE 7.0/05, CBC 2019 U.N.O.2.ALL CONTRACTORS SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS. 3.ALL CONTRACTORS SHALL COORDINATE WITH THE OWNER AND OTHER TRADES TO ENSURE PROPERPLACEMENT OF ANY REQUIRED SLEEVES, CONDUIT, INSERTS, ETC.4.ANY EMBEDDED PIPES, CONDUIT, SLEEVES OR INSERTS SHALL BE GALVAINZED IRON, STEEL OR PVD ATMAXIMUM DIAMETER OF 1/3 THE WALL, BEAM OR SLAB THICKNESS; AND SHALL BE PLACED IN THE MIDHALF OF THE MEMBER. MINIMUM SPACING SHALL BE 3 DIA. O.C. ANY REQUIRED PRESSURE TESTS ARETO BE MADE BEFORE COVERING.5.NO ALUMINUM IS TO BE EMBEDDED IN Awt CONCRETE OR GROUT POUR. 6.ALL CONTRACTORS SHALL PROVIDE PROPER NOTICE AND/OR SAFETY PROTECTION TO THE PUBLIC ANDTHE OTHER TRADES AGAINST ANY HAZARDS TO PERSON OR PROPERTY DUE TO THEIR WORK. WOOD FRAMING: 1.ALL FRAMING LUMBER TO BE DOUGLAS FIR -COAST, WITH GRADES AS FOLLOWS (U.N.0.): 4" XANDLARGER, BEAMS AND POSTS TO BE #1; 2X JOISTS, SILLS AND PLATES TO BE #2; , BLOCKING FURRING,ETC. TO BE UTILITY GRADE (HEM-FIR OK FOR TOP FLOOR SILL AND WALL PLATES).2.JOISTS AND BEAM HANGERS TO BE SIMPSON HUTF (U.N.O.). 3.MOISTURE CONTENT FOR ALL LUMBER NOT TO EXCEED 18% CONCRETE WORK: 1.CONCRETE SHALL BE OF AN APPROVED MIX. PER ASTM C-94 WITH AGGR. PER ASTM C-3 AT MIN.F'C=2,500 PSI AT 2B DAYS (U.N.O.). CONTINUOUS INSPECTION IS NOT REQUIRED (U.N.O.). REINFORCING STEEL: 1.REINFORCED BARS TO BE ASTM A-615-68 GRADE 60, EXCEPT #3 BARS AND COLUMN TIES MAY BE GRADE40 (U.N.O.). WELDED WIRE MESH TO BE ASTM A-185-7 (U.N.O.).2.MINIMUM BAR SPLICE TO BE: 48 DIAMETER (U.N.O.).3.MAXIMUM TWO BAR BUNDLE (U.N.O.).DIAMETER IN MASONRY (U.N.O.). 4.NOTE: GRADE 40 STEEL OK FOR MISCELLANEOUS POURS (U.N.0.). CONCRETE BLOCK WORK: 1.ALL BLOCK TO BE LIGHTWEIGHT. GRADE N UNITS PER ASTM. C-90 WITH AGGR. PER ASTM. C-144 ATFM-1,500 PSI (U.N.0.). CONTINUOUS INSPECTION IS NOT REQUIRED, (U.N.0.).ALL CELLS TO BE FILLED SOLID MAXIMUM ' LIFT WITHOUT C.0. HOLES.2.MORTAR TO BE TYPE S AT F'C=1,800 AT 18 DAYS (U.N.0.) WITH AGGR. PER ASTM C-144 (U.N.0.).3.GROUT MIX TO BE 1:2 1/4 WITH MAXIMUM 1.10 LIME AT F'C=2,000 PSI AT 28 DAYS. AGGR. TO BE PER ASTMC-404. TWO PARTS PEA GRAVEL MAY BE ADDED WHERE THE BLOCKS ARE 3" OR LARGER (U.N.O.). LCWGROUP 31473 Rancho Viejo Rd., Suite 208, San Juan Capistrano, CA 92675, USA Tel: 949-388-8588 Email: lwang@thelcwgroup.com www.thelcwgroup.com �UJ I-z UJ (_) �0 -r---<( r---a.. ...-O')UJ <( �u-0 ro z Q) <( E Q) z 0 . -Q)CJ) � -_J >-_J Q) 0 C: (_) ro (.9 0 LO co r---Cf) 00 Date Revision 11/07/24 City Submittal 12/25/24 City Submittal 03/25/25 City Submittal Sheet Title: COVERSHEET Job No.: Scale: Drawn: Checked: 91770-02 N/A Sheet Number: CS-001 7 B L . . . ' . . . t ... I·> t .... ·F====== ,-------- 1 I 1 15 -------7 I I I I I I I I I I 1 .... . .,....I I . i:.: 0 L _________________ J ,.·JI:======== ' . J.·.11:=========. """ 0 ��-----N�======::::::i -0 . . . 2'-8" ' . { < . . . . . . . Lt)0 -:�-�� i·.: ll -­t -: ��> • • t:: I=======. .• .. r..t.:. , .. • • j • . . ...... 0 l ••• oo i... 0 r ••• I·: -11=======:::i I • • . . 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Trash enclosure, see Sheet A-05 for detail. 2.Re-Striping parking stall Per Rosemead Municipal Code Section 17.112.111(M), 3.Mow curb, planting and irrigation per Landscape Plans. 4.Per Rosemead Municipal Code Section 17.112.090(B)(2)(c), asphalt pavement of parking lot shall be resurfaced. 5.Directional Arrow per Rosemead Municipal Code Sections 17.112.111 (I) 6.Existing parking lot pole light Per City's requirement, all lights shall be shielded to reflect the light away from adjoining premises and streets. Rehabilitated w/new paint, replace light bulbs if necessary. 7.Existing outdoor car lift, to be removed. 8.Existing free standing sign 9.Existing shade canopy, refer to building elevations. 10."STOP" signed on ground per Municipal Code Figure 17.112-1. 11.Visibility triangle per Municipal Code Figure 17.112-1. 12.Existing perimeter fencing. Material: Tubular Steel/ Height 6'-8"13. Existing CMU block column/ Height 7'-2" 14. Existing gate to remain 15. Existing outdoor shade structures to be removed. LCWGROUP 31473 Rancho Viejo Rd., Suite 208, San Juan Capistrano, CA 92675, USA Tel: 949-388-8588 Email: lwang@thelcwgroup.com www.thelcwgroup.com � UJ I-z UJ (_) � 0-r-,..<( r-,..a.. '""O')UJ <( � u 0 "'Croz Q) <( EQ)(/)z 0 .-Q)CJ) � -_J >-_J Q) 0 C: (_) ro (.9 0 LO co CV) r-,.. Cf) 00 Date Revision 11/07/24 City Submittal 12/25/24 City Submittal 03/25/25 City Submittal Sheet Title: OVERALL SITE PLAN Job No.: Scale: Drawn: Checked: 91770-02 1" = 101-011 Sheet Number: A-01 7 _J t- -r - L I--z0 LJ.J �� [l_ LJ.J � >�□o z LJ.J o:'. -o:'. [l_I-LJ.J �Cl) > ->< 00!:!:!, u z 'I;; "' ,ri ., 'S;::'I;; "'0.,me"' � 0 ' "' J Ir• �m en <C LJ.J "'� > "' LJ.J O � z o:'. o:'. I-0 [l_ ��m LJ.J e � "' (EX.) SHELVING ,----------------------------= "_;( ); N � 1•� •0 '"MENT � z > _J LJ.J I Cl) � >< LJ.J 1---...J B I \_j 3'-011 � ( ,�,,,�DFFICE T REMAIN, ,-i.."'!J � l 3'-0" l'( , I (EXISTING) WAITING ROOM TO REMAIN, NO IMPROVEMENT□□□□□ ' J - _, I 3'-4" 75'-11" (EXISTING) OVERHEAD SHADE i-------------------------------------------------------------------------------------------7 CANOPY 6 sf : 3,_6..(EXISTING) OVERHEAD SHADE i-----i CANOPY 123 sf : I - -sf" � en t- � Cl) z--0::.,:I o:'. o:'.0 <( s u !I I (EX.) SHELVING :I I L----------------------------------------------------------------------r--rr _______ J - � en t- � Cl) z--0::.,:I o:'. o:'.0 <( SU (EXISTING) WORK SHOP TO REMAIN, NO IMPROVEMENT � -::iN � LJ.J I en t-Cl) ----:-, � Cl) >( I z-w' -0 �' ::.,:I o:'. o:'.0 <( SU L_...J....J � � en � z ::.:: o:'. 0 s (EXISTING) ROLLING DOOR (EXISTING) ROLLING DOOR (EXISTING) ROLLING DOOR (EXISTING) ROLLING DOOR I I I I I I l 10· l l 10· l l 10· l --,j,L-----------,,,_ -,-----------�,,,_ ~,-----------�,,,,_ l 11' 0 2' 4' 8' I I Scale: 1 /4" = 1 '-0" 1-, C) N I l , LCWGROUP 31473 Rancho Viejo Rd., Suite 208, San Juan Capistrano, CA 92675, USA Tel: 949-388-8588 Email: lwang@thelcwgroup.com www.thelcwgroup.com � UJ I-z UJ (_) � 0 -r-,..<( r-,..a.. �O')UJ <( � u-0 ro z Q) <( E Q) z 0 . -Q)CJ) � -_J >-_J Q) 0 C: (_) ro (.9 0 LO co r-,.. Cf) 00 Date Revision 11/07/24 City Submittal 12/25/24 City Submittal 03/25/25 City Submittal Sheet Title: EXISTING FLOOR PLAN Job No.: Scale: Drawn: Checked: 91770-02 1/4" = 1'-0" Sheet Number: A-02 7 _J L C!)z wIen ' �----� �----� ---� (EX.) SHELVING -----------------------------B I 3'-0" TO REMAIN, � (£� � I l 3'-0" l , ,I (EXISTING) WAITING ROOM TO REMAIN, NO IMPROVEMENT □□□□□ >-L----��----------,--{ I I -Y"'-d ___., ' <') � 3'-411 I l , 75'-11" (EXISTING) OVERHEAD SHADE r-------------------------------------------------------------------------------------------7 CANOPY 6 sf I I : 3'-6" (EXISTING) OVERHEAD SHADE f------7: I CANOPY 123 sf : I : I 'i I : (EX.) SHELVING : 13'-0" L ______________________________________________________________________ T--r,------,1�J-------------�7,-• �'I,- --st �ID I­C!) en z­_Q :,.::I er: er:� <( >U (EXISTING) ROLLING DOOR I 1 O' l , -"' � ID I-C!l en z-_Q:,.:: I er: er:O<Cs: u (EXISTING) WORK SHOP TO REMAIN, NO IMPROVEMENT (EXISTING) ROLLING DOOR I I l 10' l , , -N � ID I-C!l en z-_Q:,.:: I er: er:o<Cs: u (EXISTING) ROLLING DOOR I I l 10' l ,, C!) > PROPOSED NEW PAINT -' w SPRAY BOOTH I W = 13'en ----:--, L = 23'-3 1/2" � ><' w' H = 10'-7" � �' C'")' <') N (EXISTING) ROLLING DOOR ' ' I l ,11' l , 0 2' 4' I Scale: 1 /4" = 1 '-0" <')'"'N 8' I LCWGROUP 31473 Rancho Viejo Rd., Suite 208, San Juan Capistrano, CA 92675, USA Tel: 949-388-8588 Email: lwang@thelcwgroup.com www.thelcwgroup.com � UJ I-z UJ (_) � 0 -r-,..<( r-,.. a.. � O") UJ <( � u -0 ro z Q) <( Q) z 0 . -Q)CJ) � -_J >-_J Q) 0 C: (_) ro 0 LO co r-,.. Cf) 00 Date Revision 11/07/24 City Submittal 12/25/24 City Submittal 03/25/25 City Submittal Sheet Title: PROPOSED FLOOR PLAN Job No.: Scale: Drawn: Checked: 91770-02 1/4" = 1'-0" Sheet Number: A-03 7 _J L CORRUGATED SHEET METAL ROOF WOOD BEAM, PAINTED TO MATCH FASCIA BOARD OF BUILDING. 4x4 TUBULAR STEEL POST, PAINTED TO MATCH COLOR o..--...JTHE EXISTING BUILDING WALL SLUMP BLOCK WALL, MATCH EXISTING POST AND WALL 0PERIMETER FENCE. SOUTH ELEVATION SCALE: 1 /4"=1 '-0" CORRUGATED SHEET METAL ROOF X <( :::;;; ';..., X I <( :::;;; • 0 I CORRUGATED M ETAL DOORS, PAINTED TO MATCH THE COLOR OF BUILDING. PT = ::r-+-;:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::s;;::::::::::::::::::::::::::::::::::::::.=,--+--�1-- SLUMP BLOCK WALL A CORRUGATED SHEET METAL ROOF 4x4 TUBULAR STEEL POST SLUMP BLOCK WALL X <( :::;;; □ ROO' SLOPE, MIN 1/4" PER FOOT □ L NEW ROOF PLAN SCALE: 1/4"=1 '-0" 2 x 6 RR @ 16" OC □ 2 x SOLID BLKG 4 x 12 BEAM A-AA W.I. SELF-CLOSING DOOR - _/4sT ELEVATION SCALE: 1/4"=1'-0" A • 0 I N r 0 -X SLUMP BLOCK WALL, MATCH EXISTING POST AND WALL 0 PERIMETER FENCE. EAST ELEVATION SCALE: 1 /4"= 1 '-0" 14'-8" 4x12 4x12 <D - @ ct: ct: <D X N 0 -X A-AA NEW ROOF FRAMING PLAN SCALE: 1 /4"=1 '-0" NEW 8" BLOCK WALL (5)-#4 T_=OP�(5)-#4 BOT #4 VERT BAR @ 32" OC #4 (L-BARS) @ 16" OC EA.FACE FINISHED GRADE 0 4" CONC. SLAB, #4 BAR @ 16" OC EA. WAY I <O L 3'-6" = <O SECTION A-A SCALE: 1 /4"=1 '-0" CAST OVER 2" SAND BED OVER 6 MIL VISQUEEN ED GRADE 0 3'-9" L #4 @ 32" oc TYPE 1 SCALE: ½"=1 '-0" 1-:r: X <( :::;;; • I i--- TABLE 2304,9.1 CONNECTION 1.Joist to sill or girder 2.Bridging to joist 11.Blocking between joists or rafters lolop plate. ' 1· SLUMP BLO K WALL A • 0 I N TYPE 1 FASTENING 3 -Bd common ( 2 1/2"x0.131j 3 -3"x0.131" 3 -3" 14 gage staples 3 -Bd common ( 2 1 /2"x0.131j 3 -3"x0.131" 3 -3" 14 gage staples 3-16d common(2 1/2"x0.131"}3 -3"x0.131" nails3 -3" 14 gage sloples 14'-8" ' TYPE 1 TYPE 2 1· LOCATION toenail toenail each end toenail 4" CONC. SLAB, #4 REBAR @ 16" OC EA. WAY CAST OVER 2" SAND BED OVER 6 MIL VISQUEEN A-AA TYPE 2,,--- NEW FOUNDATION PLAN SCALE: 1/4"=1 '-0" NEW 8" BLOCK WALL #4 HORZ BAR @ 16" OC (4)-#4 T_=OP�(4)-#4 BOT #4 VERT BAR @ 32" 0 #4 (L-BARS) @ 16" OC EA.FACE SIMPSON PRODUCT APPROVALS A COPY OF RESEARCH REPORT AND CONDITIONS OF APPROVAL MUST BE AVAILABLE AT JOB SITE. HARDWARE LARR# 1.HDU, PHD 25489 2.STRAPS 25713 3.STRONG TIE CONNECTORS 25293 4.SSTB 25827 5.EPOXY TIE ET22, ET56 FOR ANCHORS 25185 6.STRONG WALLS 25625 7.A35 25716 8.SIMPSON WEDGE ANCHORS 24705 9.L TP4 25293 FINISHED GRADE ,1<...,1-3" #4 @ 32" oc TYPE2 SCALE: ½"=1 '-0" 'b I N LCWGROUP 31473 Rancho Viejo Rd .• Suite 208. San Juan Capistrano, CA 92675, USA Tel: 949-388-8588 Email: lwang@thelcwgroup.com www.thelcwgroup.com �UJ I-z UJ (_) �0 -r---<( r---a.. T""" O') UJ <( �u -0 ro z Q) <( Q) z 0 -. -Cl) CJ) � -_J >-_J Q) 0 C: (_) ro 0 LO co r---Cf) 00 Date Revision 11/07/24 City Submittal 12/25/24 City Submittal 03/25/25 City Submittal Sheet Title: TRASH ENCLOSURE PLAN, ELEVATIONS & DETAILS Job No.: 91770-02 Scale: SEE DETAILS Drawn: Checked: Sheet Number: A-05 7 _J [!). [!). � [!).IJIF====== [!). C"') 0 I() 0 (0 0 I 18 Ir \, /� '1 -----·---_,------ / / II I I I I I I / I / I / I / I TREE SCHEDULE: KEY BOTANICAL NAMI COMMON NAME Ext Ficus microcarpa Indian Laurel SHRUB SCHEDULE: SIZE SYMBOL BOTANICAL NAME COMMON NAME ©Agave americana Variegated Century var. marginata Plan 0 Aloe maculata Saal Aloe 0 Ligustrum japonicum Waxleaf Privet Texanum' FORM SIZE 5 gal. 5 gal. 5 gal. I\ 8v-i \ I \ I \ I \ I \ J 10 1 12 GARVEY AVE. SPACING STAKE/GUY MaturityHeight FORM SPACING WUCOLS -per plan L per plan L Column per plan L C 13 14 Maturity Width WUCOLS Fire-Pronernon Daslrabla v-atatlon NO NO NO �' ·l 15 A B 16 o r------700 0 r I 1r L ______ _J A ' ' ' ' ' 0 ' ''- 5' Ca / f/ ' \ \ ' \ \ ' ' en -I 0 "U ' '10' 20' Scale: 1" = 10' Fire-Prone/Non COMMENTS Desirable veaetation Existing, protect in place COMMENTS COL COL COL COL COL ' '\ cot: _, J -w ...J w u, => :::a: NOTES A.Proposed location of handicap parking stall. B.Proposed location for handicap parking stripping. C.6" Concrete curb, see detail below. LEGEND 1.P.I.P. Stamp colored concrete curb. 2.10mm radius both sides. 3.Isolation joint. 4.Rebar, continued throughout. 5.Adjacent paving, refer to construction plan. NOTES A.Final patterns and color to be selected and approved by owner prior to installation. :J ··:.,,. .4 4. . . . ,ti 6" • 2 CONCRETE CURB 4 4 d'. ,i q.d .dwg Scale: NTS LCWGROUP 31473 Rancho Viejo Rd., Suite 208, San Juan Capistrano, CA 92675, USA Tel: 949-388-8588 Email: lwang@thelcwgroup.com www.thelcwgroup.com � UJ I-z UJ (_) � 0 -r-,..<( r-,.. a.. T""" O') UJ <( � u -0 ro z Q) <( E Q) z 0 -. -Cl)CJ) � -_J >-_J Q) 0 C: (_) ro (.9 0 LO co CV) r-,.. Cf) 00 Date Revision 11/07/24 City Submittal 12/25/24 City Submittal 03/25/25 City Submittal Sheet Title: 7 LANDSCAPE CONSTRUCTION, PLANTING PLAN AND DETAILS Job No. : 91770-02 Scale: SEE NOTES Drawn: Checked: Sheet Number: LA-01 B 18 ['"" I I I I I I I .... 0 N 0 C"') 0 Lt) 0 co 0 co 0 en 0 r----+--··""-�--.... _.,... ...... _ "" /811../ r; / I I □, / I I I / I P.C.C NOTES A.Connect irrigation system to existing vertica pipe of garden hose. B 1412sf ®1 . I\ 8'{"" I \ I \ I \ I \ 10 J_ 1 / / 12 GARVEY AVE. '\'.'..' -l '\'.'..' -l 13 14 15 8 r------,g r I 1r L ______ _j " 0 5' SLTS ' ' en ---i 0 "U COL COL COL COL COL \ '­ coC' /---/- ___// '- ' ' ' ' J 10'20' Scale: 1"= 10' • w ...J w 0 (/) :::::, :E IRRIGATION LEGEND: SYMBOL DESCRIPTION [M] EXISTING DOMESTIC WATER METER I& RAINBIRD ESP-TM2 SERIES CONTROLLER. 4 STATION 1M NIBCO T--585 BRONZE BALL VALVE -- DIAGRAMMATIC LOCATION � RAINBIRD XCZ--100--PRF REMOTE CONTROL VALVE KIT .,.--------Hydro zone SF224ss1 GPM RAINBIRD XFCV ON-GARDE DRIP LINE WITH 12" EMITTING SPACING. �Valve Number � Valve size SCH. 40 PVC IRRIGATION MAINLINE-- SCH. 40 PVC NON-PRESSURE LATERAL LINE-- - -- ---------SLEEVE, PCV SCH 40, size shall be 2x of pipe size.--------- l8l DRIP LINE FLUSH POINT I ....___________ I ESP-SMT RAIN SENSOR e POINT OF CONNECTION � SIZE OF PIPE IRRIGATION GENERAL NOTES 1.All main line piping and control wires under paving shall be installed in separate sleeves. Main line sleeve size shall be a minimum of twice (2x) the diameter of the pipe to be sleeved. Control wire sleeves shall be of sufficient size for the required number of wires under paving. 2.All lateral line piping under paving shall be PVC schedule 40 pipe and shall be installed prior to paving. 3.Pipe sizes shall conform to those shown on the drawings. No substitutions of smaller pipe sizes shall be permitted, but substitutions of larger sizes may be approved. All damages and rejected pipe shall be removed from the site at the time of said rejection. 4.Final location of the automatic controller shall be approved by owner's authorized representative. 5.120 VAC electrical power source at controller location shall be provided by others. The irrigation contractor shall make the final connection from the electrical source to the controller. 6.All sprinkler heads shall be set perpendicular to finish grade unless otherwise specified. 7.Spacing between on-grade drip line shall conform to those shown on the drawings, unless recommend by manufacture and approved by Landscape Architect prior to installation. 8.The irrigation contractor shall flush and adjust all sprinkler heads and valves for optimum coverage with no overspray onto walks, streets, walls, etc. 9 This design is diagrammatic. All piping, valves, etc. Shown within paved areas are for design clarification only and shall be installed in planting areas wherever possible. The contractor shall locate all valves in shrub areas. 10.It is the responsibility of the irrigation contractor to familiarize himself with all grade differences, location of walls, retaining walls, structures and utilities. The irrigation contractor shall repair or replace all items damaged by his work. He shall coordinate his work with other contractors for the location and installation of pipe sleeves and laterals through walls, under roadways and paving, etc. 11.Do not willfully install the sprinkler system as shown on the drawings when it is obvious in the field that unknown obstructions, grade differences or differences in the area dimensions exist that might not have been considered in the engineering. Such obstructions or differences should be brought to the attention of the owner's authorized representative. In the event this notification is not performed, the irrigation contractor shall assume full responsibility for any revisions necessary. 12.All irrigation equipment not otherwise detailed or specified shall be installed as per manufacturer's recommendations and specifications. 13.ADV (anti-drain valves) units as shown in the details are for typical installation only, and may not be required on all heads. Prior to installation the contractor shall verify with the on-site grades. If there is an elevation difference of 24" or more between the highest head and lowest head on a system, the adv's shall be installed per the detail. WATER EFFICIENT LANDSCAPE WORKSHEET FOR 360 Collision and Repair Center Reference Evapotranspiration (Eto) 50.2 Hydrozone # Plant factor /Planting Description (PF) #1 0.2 Hydro2one # / PlanUng Description 1) front lawn 2) low water use planting 3) medium water u�e planting Irrigation Method Drip Irrigation ETAF (PF/IE) Efficier>:y (IE) 0.81 Irrigation Method overhead ;pray or drip lrrie;ation Efficient 0,75forspray head 0.81 for d rip 0.25 Total Landscape ETAF x Area Estimated Area (sr. ft.} Total Water (A)(BJ Use (ETWU) 1423 3513.58 109,356.67 109,356.67 ETWU Total 109,356.67 ETWU (annual Gallon Required)= Eto x 0.62 x ETAF x Area= 164,889,57 MAWA (Annual Gallon Allowed)= (Eto)(0.62)[(ETAFxLA)+((l-ETAF)xSLA)] = 832,692.4 ETAF Calculation Regulat Landscape Area Total ETAF x Artea (BJ Total Area (A) Average ETAF B+A All Landscape Area Total ETAF x Area (B+D) Total Area (A+C) Sitewide ET AF (B+D) + (A+C) 3,513.58 14,230.00 0.25 Average ET AF for Regular landscape Areas must be 055 or below for residential, and 0.45 or below for Non-residential are.ts 3,513.58 14,230.00 0.25 LCWGROUP 31473 Rancho Viejo Rd., Suite 208, San Juan Capistrano, CA 92675, USA Tel: 949--388--8588 Email: lwang@thelcwgroup.com www.thelcwgroup.com �UJ I-z UJ (_) �0 -r-,.. <( I'--a.. T"""" O') UJ <( �u 0 ro z Q) <( E Q) z 0 .-Cl) CJ) � -_J >-_J Q) 0 C: (_) ro (.9 0 LO co CV) I'--Cf) 00 Date Revision 11/07/24 City Submittal 12/25/24 City Submittal 03/25/25 City Submittal Sheet Title: 7 IRRIGATION PLAN, WATER Job No.: Scale: Drawn: Checked: 91770--02 1" = 10'-0" Sheet Number: LA-02