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Home My WebLink About142 La Porte St - 2024 -142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE DATE NO. DESCRIPTION DRAWN BY: DRAWING TITLE SCALE: SHEET NO. REVISION ACRC AS SHOWN unless they are sealed, signed and dated not final and ready for use, and therefore not valid As instruments of service, these documents are of acceptance of these restrictions. or specifications shall constitute conclusive evidence of the Architect. Visual contact with these drawings have been prepared, without the written consent other than the specific project for which they shall be reproduced or used for any purpose property of the Architect and no part thereof and arrangements represented thereby are the These drawings, specifications, ideas, designs 5120 HAMNER AVE # 140 EASTVALE, CA 91752 951.454.8801 PROJECT DATE: FEB. 08, 2023 PLAN CHECK NO. A R C ESIGN www.acrcdesigns.com P.C. CORRECTION12/27/23 P.C. CORRECTION28/25/23 P.C. CORRECTION32/25/24 PROJECT DATA AND SITE PLAN A0.1 8,000 SQ. FT. PROJECT DESCRIPTION: PROJECT ADDRESS: GROSS LOT AREA: 142 LA PORTE STREET, ARCADIA, CA. 91006 5773-004-015ASSESSOR'S ID NO: ZONING: TOPOGRAPHY:RELATIVELY FLAT TOTAL BUILDING COVERAGE: 3,920 SQ. FT. LANDSCAPED AREA:910 SQ. FT. (11.3%) (49.0%) SITE MATRIX INFO: HARDSCAPED AREA / DRIVEWAY:3,170 SQ. FT. (39.7%) TOTAL LOT AREA:8,000 SQ. FT. (100.0%) TYPE OF CONSTRUCTION: OCCUPANCY TYPE: MAX. FLOOR AREA RATIO: 8,000 SQ. FT. x 0.5 = VB - WITH FULLY FIRE-SPRINKLERED SYSTEM MAX. BUILDING HEIGHT / STORY:40'-0" / 3 STORIES 4,000 SQ. FT. PROPOSED FLOOR AREA: TOTAL FLOOR AREA = 3,920 SQ. FT. PROPOSED BUILDING HEIGHT / STORY:29'-6" / 1 STORY "S1" - WAREHOUSE AREA PROPOSED A 3,980 S.F. - ONE STORY LIGHT INDUSTRIAL / WAREHOUSE BUILDING CM - COMMERCIAL MANUFACTURING PARKING SPACE REQUIRED: PARKING SPACE PROVIDED: 9'-0" x 18'-0" (STD.)= 3 SPACES TOTAL PROVIDED = 4 SPACES 9'-0" x 18'-0" = 1 SPACES (ADA VAN ACCESSIBLE) 3,400 S.F. / 1,000 = 3.4WAREHOUSE AREA 4.2 WAREHOUSE AREA 1,202 SQ. FT. UNIT 'A' UNIT 'A' TOTAL FLOOR AREA 1,372 SQ. FT. WAREHOUSE AREA 1,099 SQ. FT. UNIT 'B' WAREHOUSE AREA 1,099 SQ. FT. UNIT 'C' GROUND LEVEL TOTAL 1,274 SQ. FT. OFFICE AREA 100 SQ. FT. OFFICE AREA 95 SQ. FT. OFFICE AREA 95 SQ. FT. 290 S.F. / 350 = 0.8OFFICE AREA RESTROOM 70 SQ. FT. RESTROOM 80 SQ. FT. UNIT 'B' TOTAL FLOOR AREA 1,274 SQ. FT. RESTROOM 80 SQ. FT. ALL CONSTRUCTION AND DETAILS SHALL BE COMPLETED IN FULL COMPLIANCE WITH THE LOCAL ORDNANCES AND ALL OTHER f. NFPA 13 FIRE SPRINKLER SYSTEM j. NFPA 72 FIRE ALARM / SPRINKLER MONITORING SYSTEM k. SECURITY ALARM SYSTEM 2019 CALIFORNIA BUILDING CODE - TITLE 24, PART 2 2019 CALIFORNIA ELECTRICAL CODE - TITLE 24, PART 3 2019 CALIFORNIA MECHANICAL CODE - TITLE 24, PART 4 2019 CALIFORNIA PLUMBING CODE - TITLE 24, PART 5 2019 CALIFORNIA ENERGY CODE - TITLE 24, PART 6 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE APPLICABLE CODES AND REQUIREMENTS. DEFERRED APPROVAL - TITLE 24, PART 11 g. NFPA 13 FIRE SPRINKLER UNDERGROUND SYSTEM h. NFPA 14 FIRE STANPIPE FIRE DEPARTMENT NOTES: 1) THE BUILDING SHALL BE FULLY FIRE SPRINKLERED PER THE CITY OF CENTRAL STATION. NOTIFICATION APPLIANCES SHALL BE PROVIDED ARCADIA FIRE DEPARTMENT COMMERCIAL SPRINKLER STANDARD. 2) THE FIRE SPRINKLER SYSTEM SHALL BE MONITORED BY A UL LISTED IN ALL COMMON AREAS. CIVIL OR MECHANICAL ENGINEER TO DETERMINE THE MAXIMUM 2) THE APPLICANT/PROPERTY OWNER SHALL PROVIDE SEPARATE 3) A REDUCED PRESSURE BACKFLOW DEVICE SHALL BE INSTALLED AS 4) FIRE PROTECTION REQUIREMENTS SHALL BE AS STIPULATED BY THE 6) NEW WATER SERVICE INSTALLATIONS SHALL BE BY THE APPLICANT/ PORTE STREET AND SAINT JOSEPH ST. ASSUMING TYPICAL SANITARY 8) THE APPLICANT/PROPERTY OWNER SHALL UTILIZE EXISTING SEWER MANHOLE COVER (503.49’ ON THE ALLEY BETWEEN LA PORTE ST. 10) THE EXISTING CITY TREE ON THE CITY PARKWAY SHALL REMAIN. 11) THE TRASH ENCLOSURE SHALL ACCOMMODATE WASTE, RECYCLING OWNER SHALL PROVIDE CALCULATIONS PREPARED BY A LICENSED DOMESTIC WATER AND/OR FIRE SERVICES. THE APPLICANT/PROPERTY BETWEEN LA PORTE ST. AND SAINT JOSEPH ST IS AVAILABLE FOR 1) A 4” STEEL WATER MAIN WITH 45 PSI STATIC PRESSURE IN THE ALLEY DOMESTIC DEMAND AND MAXIMUM FIRE DEMAND IN ORDER TO VERIFY THE REQUIRED WATER SERVICE SIZE. WATER SERVICES AND METERS FOR COMMERCIAL AND IRRIGATION USES. METER SERVICES PROTECTION FOR COMMERCIAL USES. ARCADIA FIRE DEPARTMENT AND SHALL BE CONFORMED TO ARCADIA STANDARD PLAN. ALL FIRE SERVICES SHALL BE ISOLATED FROM DOMESTIC WATER SERVICES WITH APPROVED BACK FLOW PREVENTION DEVICES. 5) A WATER METER PERMIT APPLICATION SHALL BE SUBMITTED TO THE PUBLIC WORKS SERVICES DEPARTMENT PRIOR TO PERMIT ISSUANCE. PROPERTY OWNER. INSTALLATION SHALL BE ACCORDING TO THE SPECIFICATIONS OF THE PUBLIC WORKS SERVICES DEPARTMENT, ENGINEERING SECTION. ABANDONMENT OF EXISTING WATER SERVICES, IF NECESSARY, SHALL BE CARRIED OUT BY THE DEVELOPER, ACCORDING TO PUBLIC WORKS SERVICES DEPARTMENT, ENGINEERING DIVISION SPECIFICATIONS. 7) AN 8” VCP CITY SEWER MAIN IS AVAILABLE IN THE ALLEY BETWEEN SEWER DEMANDS FOR A PROJECT OF THIS SIZE AND TYPE, THE EXISTING 8” CITY SEWER SHOULD BE CAPABLE OF MEETING ALL ANTICIPATED DEMANDS OF THE IMPROVEMENTS AS DESCRIBED IN THE INFORMATION PROVIDED. LATERAL IF POSSIBLE. 9) AN APPROVED BACKWATER VALVE IS REQUIRED TO BE INSTALLED ON THE LATERAL BEHIND THE PROPERTY LINE IF ANY DRAINAGE FIXTURE ELEVATION IS LOWER THAN THE ELEVATION OF THE NEXT UPSTREAM AND SAINT JOSEPH ST.). WASTE, AND GREEN WASTE PER THE REQUIREMENTS OF THE DESIGNATED WASTE MANAGEMENT COMPANY. THE TRASH ENCLOSURE SHALL REQUIRE A COVER AND A MINIMUM ONE-FOOT CLEARANCE SHALL BE PROVIDED AROUND EACH BIN/CART. DIMENSIONAL ELEVATIONS OF THE TRASH ENCLOSURE IS REQUIRED. PUBLIC WORKS DEPARTMENT NOTES: PROPERTY LINE. LINE TO PROPERTY LINE ALONG THE ALLEY FRONTAGE. APPROACH PER CITY STANDARD PLAN. 4) THE APPLICANT/PROPERTY OWNER SHALL REPAIR ANY DAMAGES EXISTING CURB, GUTTER AND SIDEWALK FROM PROPERTY LINE TO 1) THE APPLICANT/PROPERTY OWNER SHALL REMOVE AND REPLACE THE ASPHALT ALLEY AND CONCRETE RIBBON GUTTER FROM PROPERTY 2) THE APPLICANT/PROPERTY OWNER SHALL REMOVE AND REPLACE 3) THE APPLICANT/PROPERTY OWNER SHALL INSTALL NEW DRIVE CAUSED BY THE DEVELOPMENT TO THE ASPHALT STREET FRONTAGE FROM PROPERTY LINE TO PROPERTY LINE INCLUDING BUT NOT LIMITED TO TRENCH CUTS AND CONSTRUCTION TRAFFIC, PER THE DIRECTION OF THE CITY ENGINEER. ENGINEERING DEPARTMENT NOTES: TOTAL 3.2TOTAL PARKING REQUIRED (25% PARKING REDUCTION: 4.2x25%=1.0) PROJECT DATAVICINITY MAP PROJECT SITE GOVERNING CODES SHEET INDEX CONTRACTORS/SUBCONTRACTORS SHALL SUBMIT SEPARATE APPLICATION(S) AND SECURE SEPARATE PERMIT(S) FOR: a. ELECTRICAL WORK b. MECHANICAL WORK c. PLUMBING WORK d. DEMOLITION e. BLOCK WALLS EXCEEDING 6 FEET IN HEIGHT A0.3 GREEN BUILDING STANDARDS CODE - SHEET 1 A0.1 PROJECT DATA AND GENERAL NOTES OWNER ARCHITECTURAL DESIGNER CONTACT: HENRY CHEN (951)454.8801 EASTVALE, CA. 91752 5120 HAMNER AVE., #140 ACRC DESIGN GROUP PROJECT TEAM PHONE: (415)531.0055 SAN MARINO, CA. 91108 2735 DORESTA ROAD MR. DREW HAW PROJECT MANAGER STRUCTURAL ENGINEER PHONE: (626) 658-7974 ARCADIA, CA. 91006 333 N. SANTA ANITA AVE., #3 WPH ENGINEERING LLC. MECH., PLUMBING & ELECT. ENGINEER SAN GABRIEL, CA. 91775 1217 E. LAS TUNAS DRIVE TRICOLOR ENGINEERING CONTACT: YONGHUI CHEN PHONE: (626) 692.1221 INSURANCE CERTIFICATE. ALL WORK SHALL CONFORM TO ALL REQUIREMENTS OF STATE OF 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 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 STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH 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 WORK. THE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT OFFICE IS LOCATED AT A 10 DAY WAIT PERIOD PRIOR TO START OF WORK. ALL NONCOMPLIANT PLUMBING FIXTURES SHALL BE REPLACED WITH WATER-CONSERVING DUE TO THE POSSIBLE PRESENCE OF LEAD-BASED PAINT, LEAD-SAFE WORK PRACTICES ARE 17920.10 AND 105256 WITH POTENTIAL FINES FOR VIOLATIONS UP TO $5,000 (SECTION (D) AMENDED) OR IMPRISONMENT FOR NOT MORE THAN 6 MONTHS IN THE COUNTY JAIL OR BOTH. THE ISSUANCE OF A PERMIT SHALL NOT PREVENT THE BUILDING OFFICIAL FROM REQUIRING CODES ADOPTED BY THE CITY, RELEVANT LAWS, ORDINANCES, RULES AND/OR REGULATIONS. SEPARATE PERMIT SHALL FIRST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT SEPARATE PERMIT(S) ARE REQUIRED FOR DEMOLITION OF ALL STRUCTURES ON THE SITE. AT TIME OF PERMIT ISSUANCE, CONTRACTOR SHALL SHOW THEIR VALID WORKERS' COMPENSATION 1. IT IS THE RESPONSIBILITY OF THE INDIVIDUAL SUPERVISING THE CONSTRUCTION TO ENSURE THAT CALIFORNIA TITLE 24 REGARDLESS OF THE INFORMATION INDICATED ON THESE PLANS. SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER. RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED 2. WITH CALIFORNIA STATE LAW PRIOR TO START OF ANY DEMOLITION, ADDITION, AND/OR REMODEL 21865 COPLEY DRIVE IN DIAMOND BAR, PHONE NO (909)396-2000 BE ADVISED, SCAQMD MAY REQUIRE 3. PLUMBING FIXTURE PRIOR TO FINAL INSPECTION. 4. REQUIRED FOR ALL REPAIRS THAT DISTURB PAINT IN PRE-1979 BUILDINGS. FAILURE TO DO SO COULD CREATE LEAD HAZARDS THAT VIOLATE CALIFORNIA HEALTH & SAFETY CODE, SECTIONS 5. THE CORRECTION OF ERRORS ON THESE PLANS OR FROM PREVENTING ANY VIOLATION OF THE 6. PRIOR TO PLACEMENT OF ANY CONSTRUCTION MATERIALS OR EQUIPMENT IN THE PUBLIC WAY. 7. GENERAL NOTES HENRYHANCHEN@GMAIL.COM WPH@WPHENGINEERING.COM A0.2 CONDITIONS OF APPROVAL LANDSCAPE ARCHITECT PHONE: (626) 780-2020 MONROVIA, CA 422 PARK ROSE AVE. ED SIRIBOHDI ASIRIBOHDI@GMAIL.COM CIVIL ENGINEER CONTACT: MAR DEO DE OCAMPO LOS ALAMITOS, CA. 90720 5122 KATELLA AVE., SUITE 210 ZENITH ENGINEERING & SURVEYING, INC. (714) 576-7725 INFO@ZENITHCELS.COM GEOTECHNICAL ENGINEERING PHONE: (818) 341-1899 CHATSWORTH, CA. 91311 9428 ETON AVE., UNIT M C.Y. GEOTECH, INC. CYGEOTECH@SBCGLOBAL.NET A0.4 GREEN BUILDING STANDARDS CODE - SHEET 2 A0.5 GREEN BUILDING STANDARDS CODE - SHEET 3 A1.1 PROJECT DATA AND SITE PLAN A1.2 ADA STANDARDS A2.1 FLOOR PLAN A2.2 REFLECTED CEILING PLAN A3 ROOF PLAN A4.1 EXTERIOR ELEVATIONS A4.2 EXTERIOR ELEVATIONS A5 BUILDING SECTIONS A6.1 DOOR AND WINDOW SCHEDULES A7.1 ARCHITECTURAL DETAILS S0.1 STRUCTURAL GENERAL NOTES S1.0 FOUNDATION PLAN S2.0 LINTEL / HEADER FRAMING +PLAN S3.0 ROOF FRAMING PLAN SD1 STRUCTURAL DETAILS SD2 STRUCTURAL DETAILS SD3 STRUCTURAL DETAILS SD4 STRUCTURAL DETAILS M1.0 MECHANICAL GENERAL NOTES AND SYMBOL M1.1 MECHANICAL SCHEDULES M1.2 MECHANICAL DETAILS M2.0 MECHANICAL FLOOR PLAN M2.1 MECHANICAL ROOF PLAN M3.1 ENERGY REPORT M3.2 ENERGY REPORT P0.1 PLUMBING GENERAL NOTES AND SYMBOL P0.2 PLUMBING SCHEDULES P1.1 PLUMBING PLAN - COLD & HOT WATER P1.2 PLUMBING PLAN - WASTE & VENT E0.1 GENERAL NOTES, ELECTRICAL SYMBOL LIST AND SHEET INDEX E0.2 ELECTRICAL SYMBOLS & DESCRIPTIONS E1.1 WAREHOUSE POWER PLAN E1.2 ROOF POWER PLAN E1.3 OUTDOOR POWER PLAN E2.1 WAREHOUSE EMERGENCY PHOTOMETRIC PLAN E2.2 WAREHOUSE LIGHTING PLAN E2.3 OUTDOOR LIGHTING & PHOTOMETRIC PLANS E2.4 LUMINARIES SCHEDULE & SPECIFICATION SHEETS E3.1 SINGLE LINE DIAGRAM & PHOTOCELL SINGLE LINE DIAGRAMS E3.2 ELECTRICAL SITE PLAN & PANEL SCHEDULES E4.1 INDOOR LIGHTING TITLE 24 REPORT E4.2 INDOOR LIGHTING TITLE 24 REPORT E4.3 OUTDOOR LIGHTING TITLE 24 REPORT E4.4 OUTDOOR LIGHTING TITLE 24 REPORT A7.2 ARCHITECTURAL DETAILS "B" (PER CBC 506.2 AND NONSEPERATED PER CBC 508.3) m. SKYLIGHT P0.3 PLUMBING DETAILS C-1 GENERAL GRADING NOTES & EROSION CONTROL NOTES C-2 GRADING & DRAINAGE PLAN C-3 GRADING & DRAINAGE PLAN C-4 LOW IMPACT DEVELOPMENT PLAN AND DETAILS ESCP-1 EROSION & SEDIMENT CONTROL NOTES ESCP-2 EROSION & SEDIMENT CONTROL PLAN ESCP-3 EROSION & SEDIMENT CONTROL DETAILS (CASQA BMP # TC-1) ESCP-4 EROSION & SEDIMENT CONTROL DETAILS (CASQA BMP # WM-8) ESCP-5 EROSION & SEDIMENT CONTROL DETAILS (CASQA BMP # WM-3 & SE-8) ESCP-6 EROSION & SEDIMENT CONTROL DETAILS (CASQA BMP # WM-9) 1 1 1 L-1 PLANTING PLAN L-2 IRRIGATION PLAN L-3 PLANTING AND IRRIGATION DETAILS L-4 SPECIFICATIONS n. ROOF TRUSS CALC. TO BE DEFERRED SUBMITTAL P1.0 PLUMBING SITE PLAN P1.3 PLUMBING ROOF DRAIN PLAN E4.5 EQUIPMENT LIST A6.2 RESTROOM ENLARGED PLANS 2/28/2024 5:59:57 PM 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE DATE NO. DESCRIPTION DRAWN BY: DRAWING TITLE SCALE: SHEET NO. REVISION ACRC AS SHOWN unless they are sealed, signed and dated not final and ready for use, and therefore not valid As instruments of service, these documents are of acceptance of these restrictions. or specifications shall constitute conclusive evidence of the Architect. Visual contact with these drawings have been prepared, without the written consent other than the specific project for which they shall be reproduced or used for any purpose property of the Architect and no part thereof and arrangements represented thereby are the These drawings, specifications, ideas, designs 5120 HAMNER AVE # 140 EASTVALE, CA 91752 951.454.8801 PROJECT DATE: FEB. 08, 2023 PLAN CHECK NO. A R C ESIGN www.acrcdesigns.com P.C. CORRECTION12/27/23 P.C. CORRECTION28/25/23 P.C. CORRECTION32/25/24 A0.2 CONDITIONS OF APPROVAL 2/28/2024 6:03:42 PM 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE DATE NO. DESCRIPTION DRAWN BY: DRAWING TITLE SCALE: SHEET NO. REVISION ACRC AS SHOWN unless they are sealed, signed and dated not final and ready for use, and therefore not valid As instruments of service, these documents are of acceptance of these restrictions. or specifications shall constitute conclusive evidence of the Architect. Visual contact with these drawings have been prepared, without the written consent other than the specific project for which they shall be reproduced or used for any purpose property of the Architect and no part thereof and arrangements represented thereby are the These drawings, specifications, ideas, designs 5120 HAMNER AVE # 140 EASTVALE, CA 91752 951.454.8801 PROJECT DATE: FEB. 08, 2023 PLAN CHECK NO. A R C ESIGN www.acrcdesigns.com P.C. CORRECTION12/27/23 P.C. CORRECTION28/25/23 P.C. CORRECTION32/25/24 A0.3 GREEN BUILDING STANDARDS CODE SHEET 1 2/28/2024 6:04:17 PM 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE DATE NO. DESCRIPTION DRAWN BY: DRAWING TITLE SCALE: SHEET NO. REVISION ACRC AS SHOWN unless they are sealed, signed and dated not final and ready for use, and therefore not valid As instruments of service, these documents are of acceptance of these restrictions. or specifications shall constitute conclusive evidence of the Architect. Visual contact with these drawings have been prepared, without the written consent other than the specific project for which they shall be reproduced or used for any purpose property of the Architect and no part thereof and arrangements represented thereby are the These drawings, specifications, ideas, designs 5120 HAMNER AVE # 140 EASTVALE, CA 91752 951.454.8801 PROJECT DATE: FEB. 08, 2023 PLAN CHECK NO. A R C ESIGN www.acrcdesigns.com P.C. CORRECTION12/27/23 P.C. CORRECTION28/25/23 P.C. CORRECTION32/25/24 A0.4 GREEN BUILDING STANDARDS CODE SHEET 2 2/28/2024 6:04:43 PM 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE DATE NO. DESCRIPTION DRAWN BY: DRAWING TITLE SCALE: SHEET NO. REVISION ACRC AS SHOWN unless they are sealed, signed and dated not final and ready for use, and therefore not valid As instruments of service, these documents are of acceptance of these restrictions. or specifications shall constitute conclusive evidence of the Architect. Visual contact with these drawings have been prepared, without the written consent other than the specific project for which they shall be reproduced or used for any purpose property of the Architect and no part thereof and arrangements represented thereby are the These drawings, specifications, ideas, designs 5120 HAMNER AVE # 140 EASTVALE, CA 91752 951.454.8801 PROJECT DATE: FEB. 08, 2023 PLAN CHECK NO. A R C ESIGN www.acrcdesigns.com P.C. CORRECTION12/27/23 P.C. CORRECTION28/25/23 P.C. CORRECTION32/25/24 A0.5 GREEN BUILDING STANDARDS CODE SHEET 3 2/28/2024 6:05:06 PM C.J.C.J.C.J.C.J. C.J.C.J.C.J.C.J. 90'-0"20'-0" 90'-0"20'-0" 3' - 1 " PL PL 9'-0" 6' - 9 " 18 ' - 3 " 30 ' - 8 " PL50'-0 3/4" 8'-0"9'-0"6'-0" PL PL PL PL 12 ' - 0 " PL 18 ' - 0 " 30'-0"± CL 25 ' - 0 " 25 ' - 0 " 4' - 3 " 9'-0"9'-0" 6' - 9 " 6' - 0 " CL R . 16'-1"33'-11 3/4" 44 ' - 0 " 1' - 1 " 4' - 1 1 " 57'-11"32'-1" 8'-0"8'-0"8'-0" 4' - 0 " 4' - 0 " 3'-0" 4' - 8 " 5'-7 1/4" 2' - 4 " 3'-0"5'-7 1/4" 2' - 4 " 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE DATE NO. DESCRIPTION DRAWN BY: DRAWING TITLE SCALE: SHEET NO. REVISION ACRC AS SHOWN unless they are sealed, signed and dated not final and ready for use, and therefore not valid As instruments of service, these documents are of acceptance of these restrictions. or specifications shall constitute conclusive evidence of the Architect. Visual contact with these drawings have been prepared, without the written consent other than the specific project for which they shall be reproduced or used for any purpose property of the Architect and no part thereof and arrangements represented thereby are the These drawings, specifications, ideas, designs 5120 HAMNER AVE # 140 EASTVALE, CA 91752 951.454.8801 PROJECT DATE: FEB. 08, 2023 PLAN CHECK NO. A R C ESIGN www.acrcdesigns.com P.C. CORRECTION12/27/23 P.C. CORRECTION28/25/23 P.C. CORRECTION32/25/24 PROJECT DATA AND SITE PLAN A1.1 LA P O R T E S T R E E T PROPERTY LINE 160' PROPERTY LINE 160' PR O P E R T Y L I N E 5 0 ' PR O P E R T Y L I N E 5 0 ' 10'W x 6'D MIN. TRASH ENCLOSURE VAN ACCESSIBLE 50 ' ± T O F I R E H Y D R A N T 142 LA PORTE STREET PROPOSED 1 STORY LIGHT INDUSTRIAL BUILDING UNIT 'A' 134 LA PORTE STREET ADJACENT PROPERTY 148 LA PORTE STREET ADJACENT PROPERTY 20 ' W I D E A L L E Y LANDSCAPE AREA ASPHALT PAVEMENT DRIVEWAY ASPHALT PAVEMENT DRIVEWAY TO REMAIN (E) POWER POLE (E ) P U B L I C C O N C . S I D E W A L K (E ) L A N D S C A P E D A R E A LEGEND 2% SLOPE 2% SLOPE (E) CMU WALL TO REMAIN NEW 6'H - CMU WALL (E) 3'-0"H CMU LOW WALL TO REMAIN TO REMAIN (E) TREE PER CITY STANDARD UNIT 'B' UNIT 'C' (2) 2'x6' BICYCLE PARKING 9'-0" x 18'-0" CONC. SLAB SIDEWALK 1,372 SQ. FT.1,274 SQ. FT. 1,274 SQ. FT. TOTAL FLOOR AREA: 3,920 S.F. PARKING LOT LIGHT POLE PARKING SPACE LANDSCAPE AREA 16'-0" 6' - 0 " 6' - 0 " 7' - 4 " STEEL SOLID GATE TO BE APPROVED BY CITY PLANNER 3' - 0 " STEEL CANE BOLT WITH SLEEVE LOCATED ON OUTSIDE OF ONE GATE CANE DROP BOLT @ INSIDE 4"X12" WOOD TRELLIS 3"X6" WOOD TRELLIS SOLID ROOF COVER 7' - 0 " 10'-0" CONSTRUCTION JOINT EXPANSION MATERIAL W/ 1/2" ASPHALT IMPREG. DOUBLE SWING METAL GATES STEEL TUBE FRAME BRACING ON INTERIOR W/ #3 REBAR AT 6" THICK CONC. SLAB 2'-0" O.C. EA. WAY TYPICAL FRAME WITH CROSS CONC. BUMPER CURB FOR CANE BOLT DRILL HOLE IN CONC. SLAB VERIFY LOCATION IN FIELD CONCRETE BLOCK WALL 6' - 0 " 7'- 4 " 4"X12" WOOD TRELLIS 3"X6" WOOD TRELLIS SOLID ROOF COVER 6' - 0 " 7'- 4 " 4"X12" WOOD TRELLIS 3"X6" WOOD TRELLIS SOLID ROOF COVER 6' - 0 " 7' - 4 " 4"X12" WOOD TRELLIS 3"X6" WOOD TRELLIS SOLID ROOF COVER A TRASH ENCLOSURE ELEVATION A D C B B TRASH ENCLOSURE ELEVATION C TRASH ENCLOSURE ELEVATIONDTRASH ENCLOSURE ELEVATION PRECISION CONCRETE BLOCK COLOR: BLACK 100 MW MANUFACTURER: ORCO BLOCK EXTERIOR STUCCO MANUFACTURER: DUNN EDWARDS COLOR: DET 648 - WHITE PICKET FENCE EXTERIOR STUCCO MANUFACTURER: DUNN EDWARDS COLOR: DET 618 - INDUSTRIAL AGE EXTERIOR STUCCO MANUFACTURER: DUNN EDWARDS COLOR: DET 648 - WHITE PICKET FENCE EXTERIOR STUCCO MANUFACTURER: DUNN EDWARDS COLOR: DET 618 - INDUSTRIAL AGE EXTERIOR STUCCO MANUFACTURER: DUNN EDWARDS COLOR: DET 618 - INDUSTRIAL AGE SITE PLAN SCALE: 1/8" = 1'-0" 70 SQ IN MIN REFLECTORIZED BEADED TEXT OR EQUAL PORCELAIN STEEL WITH SIGN CONSTRUCTED OF 1/2" RADIUS (TYP.) 15090 (TYP.) 1. NOTES: INTERIOR END OF PARKING SPACE SIGN TO BE CENTERED AT THE STANDARD 595B COLOR BLUE SHALL BE FEDERAL WHITE FIGURE AND TEXT, 2. 4. 3. 70 SQUARE INCHES AREA OF SIGN TO BE A MIN. OF WHERE APPROPRIATE DESIGNATE FOR "VAN ACCESSIBLE" USE WALL MOUNTED SIGN INSTEAD BLUE BACKGROUND WITH ONLY PARKING VAN ACCESSIBLE IN FRONT OF THE PARKING SPACE. APPROPRIATE SURFACE IS AVAILABLE T.O. WALKING SURFACE 60 " M I N . ST A N D I N G S I G N FO R F R E E 80 " M I N . OF FREE STANDING SIGN IF A MO U N T E D S I G N FO R W A L L 7" 10 " THE SIGN SHALL BE POSTED IN A CONSPICUOUS PLACE THE SYMBOL SPECIFIED ABOVE SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN AT EACH ENTRANCE TO THE OFF-STREET FEDERAL STANDARD 595a BACKGROUND WHITE 4" STRIPE WHITE FIGURE BLUE 3'-0" 3' - 0 " NO PARKING H.C. SIGN, SEE DETAIL SEE DETAIL 3'-0" SQ. H.C. SYMBOL, 4" WIDE BLUE STRIPING, DIRECTION 15090 (TYP.) 2% MAX. SLOPE IN ANY STANDARD 595B COLOR BLUE SHALL BE FEDERAL - SEE CIVIL "ZERO" CURB FACE 12" H. TYP. PAINTED WHITE LETTERS 18 ' - 0 " 8'-0"9'-0" 3'-0"EQ.EQ. 3'-0" 3-- 2-- ACCESSIBLE PARKING STALL SCALE: N. T. S. MINIMUM FINE $250 1 HANDICAP SYMBOL SCALE: N. T. S.2 HANDICAP PARKING SIGNAGE SCALE: N. T. S.3 TRASH ENCLOSURE SCALE: N. T. S.4 NEW 6'H - CMU WALL ACCESSIBLE TRUNCARTED DOME SCALE: N. T. S.5 36" WIDE ADA TRUNCATED DOME, SEE 5/A1.1 1 PROVIDE 4'-0" WIDE ACCESSIBLE PATH OF TRAVEL W/ MAX. 1/2" CHANGE IN ELEVATION, 5% MAX. IN TRAVEL DIRECTION WITH MAX. 2% CROSS SLOPE PATH AT DOORS WILL HAVE A 5'x5' AREA THAT DOES NOT EXCEED 2% SLOPE IN ANY DIRECTION (GRAPHIC REPRESENTATION ONLY & PATH WILL NOT BE PAINTED ON THE ACTUAL PAVING) MOUNT SIGNS INDICATING PATH OF TRAVEL TO THE PUBLIC WAY ON BUILDING CORNERS DIG ALERT (811) IS TO BE CONTACTED AND THAT COMPLIANCE WITH EXCAVATION SAFETY IN ACCORDANCE WITH GOVERNMENT CODE 4216 WILL BE FOLLOWED PRIOR TO ANY EXCAVATION TAKING PLACE. PROVIDE AN ACKNOWLEDGEMENT SIGNATURE SPACE AND PROVIDE SIGNATIRE BY EITHER THE OWNER OR THE CONTRACTOR REPRESENTING THE OWNER. 1 EV CHARGER 1 1 2 2 NOTE: NO EXISTING OR NEW EASEMENTS ON THIS SITE 2 CRAPE MYRTLE TREE REMOVED 1 EXISTING TREE TRUNK & STUMP REMOVED EXIST. 2 2 4'x15' CANOPY 4'x 1 5 ' C A N O P Y 4' x 1 2 ' C A N O P Y 4'x6' CANOPY 4' x 6 ' C A N O P Y 4' x 6 ' C A N O P Y TREE TRUNK & STUMP REMOVED EXIST. 3 3 2/28/2024 6:05:56 PM 3 7 9 5 2 1 4 6 SCALE N.T.S.BUILDING ENTRY SIGN SCALE N.T.S.SIGNS / BRAILLE SCALE N.T.S. ACCESSIBLE DOOR CLEARANCES SCALE N.T.S.BUILDING EXIT SIGN SCALE N.T.S. ACCESSIBLE DOOR CLEARANCES SCALE N.T.S.WIDTH OF ACCESSIBLE ROUTE SCALE N.T.S. CLEAR WIDTH AT ROUTE / TURN SCALE N.T.S.FLOOR / GROUND SURFACE SCALE N.T.S. ACCESSIBLE DOORS IN A SERIES 11B-703.2 RAISED CHARACTERS. RAISED CHARACTERS SHALL COMPLY WITH SECTION 11B-703.2 AND SHALL BE DUPLICATED IN BRAILLE COMPLYING WITH SECTION 11B-703.3. RAISED CHARACTERS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 11B-703.4. 11B-703.2.1 DEPTH RAISED CHARACTERS SHALL BE 1/32 INCH (0.8 mm) MINIMUM ABOVE THEIR BACKGROUND. 11B-703.2.2 CASE CHARACTERS SHALL BE UPPERCASE. 11B-703.2.3 STYLE CHARACTERS SHALL BE SANS SERIF. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. 11B-703.2.5 CHARACTER HEIGHT CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8 INCH MINIMUM AND 2 INCHES MAXIMUM BASED ON THE HEIGHT OF THE UPPERCASE LETTER "I". 11B-703.3 BRAILLE. BRAILLE SHALL BE CONTRACTED (GRADE 2) AND SHALL COMPLY WITH SECTIONS 11B-703.3 AND 11B-703.4. 11B-703.3.1 DIMENSIONS AND CAPITALIZATION BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH TABLE 11B-703.3.1 11B-703.4 INSTALLATION HEIGHT AND LOCATION SIGNS WITH TACTILE CHARACTERS SHALL COMPLY WITH SECTION 11B-703.4. 11B-703.4.1 HEIGHT ABOVE FINISH FLOOR OR GROUND. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. 11B-703.4.2 LOCATION WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDE AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES MINIMUM BY 18 INCHES MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. WHERE PERMANENT IDENTIFICATION SIGNAGE IS PROVIDED FOR ROOMS AND SPACES THEY SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE ENTERS THE ROOM OR SPACE. SIGNS THAT IDENTIFY EXITS SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE EXITS THE ROOM OR SPACE. 11B-703.5 VISUAL CHARACTERS SHALL COMPLY WITH SECTION 11B-703.5. 11B-703.5.1 FINISH AND CONTRAST CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. 11B-703.6 PICTOGRAMS PICTOGRAMS SHALL COMPLY WITH SECTION 11B-703.6. 11B-703.6.1 PICTOGRAM FIELD PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6 INCHES MINIMUM. CHARACTERS AND BRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD. TACTILE EXIT SIGN EXIT 4" 4" NOTES: TACTILE EGRESS SIGNAGE (SECURE TO STOREFRONT GLASS W/ ADHESIVE). PROVIDE PLASTIC BACKING OVER OTHER SIDE OF GLASS FOR COVERAGE. ADHESIVE SHALL BE COMPATIBLE w/ GLASS APPLICATION. EXIT 60 " M A X . WHITE INTERNATIONAL SYMBOL OF ACCESSIBILITY RAISED GRADE 2 BRAILLE: "EXIT". A.F . F . 48 " M I N . A. F . F . ACCESSIBILITY NOTES 1. GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES INCLUDING FLOORS, WALKS, RAMPS, STAIRS AND CURB RAMPS SHALL BE STABLE, FIRM AND SLIP RESISTANT. 2. OPENINGS IN FLOOR OR GROUND SURFACES SHALL NOT ALLOW PASSAGE OF A SPHERE MORE THAN 1/2" DIAMETER EXCEPT AS ALLOWED IN SECTIONS 11B-407.4.3, 11B-409.4.3, 11B-410.4, 11B-810.5.3 AND 11B-810.10. ELONGATED OPENINGS SHALL BE PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. (11B-302.3). 3. ALL NEW CONSTRUCTION MUST COMPLY WITH DIMENSIONS AS DENOTED ON THESE CONSTRUCTION DOCUMENTS AND WITH CHAPTER 11B OF THE 2019 CBC. DIMENSIONS WITHIN A SPECIFIED DIMENSIONAL "RANGE" MUST BE LESS-THAN THE MAXIMUM DIMENSIONAL RANGE OR GREATER THAN THE MINIMUM DIMENSIONAL RANGE. IN OTHER WORDS, NEW CONSTRUCTION SHALL NOT BE EQUAL TO EITHER THE MAXIMUM OR MINIMUM DIMENSIONS, BUT SHALL BE LESS THAN THE MAXIMUM AND GREATER THAN THE MINIMUM. MAXIMUM SLOPES FOR NEW RAMPS SHALL BE ONE (1) VERTICAL TO 12 HORIZONTAL MAXIMUM. DESIGN INTENT OF ARCHITECT IS TO PROVIDE REASONABLE DIMENSIONAL TOLERANCES, ENSURE COMPLIANCE WITH THE ADA, AND TO SIMPLIFY AND EXPEDITE THE CONSTRUCTION PROCESS. CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE FOR NON-COMPLIANCE WITH THIS NOTICE. CONTRACTOR TO NOTIFY ARCHITECT IN WRITING PRIOR TO BIDDING OF ANY QUESTIONS OR CONCERNS RELATING TO THIS MATTER. 4. DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM. (11B-404.2.8.1). 5. THE FORCE FOR PUSHING OR PULLING A DOOR OR GATE OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: 1. INTERIOR HINGED DOORS AND GATES: 5 POUNDS (22.2 N) MAXIMUM. 2. SLIDING OR FOLDING DOORS: 5 POUNDS (22.2 N) MAXIMUM. 3. REQUIRED FIRE DOORS: THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS (66.7 N). 4. EXTERIOR HINGED DOORS: 5 POUNDS (22.2 N) MAXIMUM. THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR OR GATE IN A CLOSED POSITION. (11B-404.2.9). 6. POWER-OPERATED DOORS. WHERE MEANS OF EGRESS DOORS ARE OPERATED BY POWER, SUCH AS DOORS WITH A PHOTOELECTRIC-ACTUATED MECHANISM TO OPEN THE DOOR UPON THE APPROACH OF A PERSON, OR DOORS WITH POWER-ASSISTED MANUAL OPERATION, THE DESIGN SHALL BE SUCH THAT IN THE EVENT OF POWER FAILURE, THE DOOR IS CAPABLE OF BEING OPENED MANUALLY TO PERMIT MEANS OF EGRESS TRAVEL OR CLOSED WHERE NECESSARY TO SAFEGUARD MEANS OF EGRESS. THE FORCES REQUIRED TO OPEN THESE DOORS MANUALLY SHALL NOT EXCEED THOSE SPECIFIED IN SECTION 1010.1.3, EXCEPT THAT THE FORCE TO SET THE DOOR IN MOTION SHALL NOT EXCEED 50 POUNDS (220 N). THE DOOR SHALL BE CAPABLE OF SWINGING FROM ANY POSITION TO THE FULL WIDTH OF THE OPENING IN WHICH SUCH DOOR IS INSTALLED WHEN A FORCE IS APPLIED TO THE DOOR ON THE SIDE FROM WHICH EGRESS IS MADE. FULL-POWER-OPERATED DOORS SHALL COMPLY WITH BHMA A156.10. POWER-ASSISTED AND LOW-ENERGY DOORS SHALL COMPLY WITH BHMA A156.19. (CBC SECTION 1008.1.4.2). 7. TEST DOORS FOR DOOR OPENING FORCE AND CLOSING SPEED WITH AIR CONDITIONING AND OTHER FORMS OF MECHANICAL PRESSURIZATION TURNED ON AND ALSO WHEN TURNED OFF. CARPET PILE HEIGHT 1/ 2 " MA X . 1/ 4 " MA X . NOTES: VERTICAL CHANGE IN LEVEL BEVELED CHANGE IN LEVEL 1/ 2 " MA X . 1/ 4 " MA X . 1/ 4 " MA X . 1. CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION, PAD, OR BACKING OR NO CUSHION OR PAD. CARPET OR CARPET TILE SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. PILE HEIGHT SHALL BE 1/2" MAXIMUM. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND SHALL HAVE TRIM ON THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH SECTION 11B-303. (11B-302.2). 2. CHANGES IN LEVEL OF 1/4" HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL AND WITHOUT EDGE TREATMENT. (11B-303.2). 3. CHANGES IN LEVEL BETWEEN 1/4" HIGH MINIMUM AND 1/2" HIGH MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. (11B-303.3). 4. THRESHOLDS SHALL BE 1/2" HIGH MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTION 11B-302 AND 11B-303. (11B-404.2.5). FIGURE 11B-403.5.1 CLEAR WIDTH OF AN ACCESSIBLE ROUTE 32 - 1 / 4 " 36 - 1 / 4 " 23-3/4" MAX 48-1/4" MIN CLEAR 23-3/4" MAX MI N C L R MI N C L R NOTE: 1. THE CLEAR WIDTH SHALL BE PERMITTED TO BE REDUCED TO 32-1/4" MINIMUM FOR A LENGTH OF 23-3/4" MAXIMUM PROVIDED THAT REDUCED WIDTH SEGMENTS ARE SEPARATED BY SEGMENTS THAT ARE 48-1/4" LONG MINIMUM AND 36-1/4" WIDE MINIMUM. (11B-403.5.1 EXCEPTION 1). MINIMUM MANEUVERING CLEARANCE APPROACH DIRECTION PERPENDICULAR TO DOORWAY PARALLEL TO DOORWAY (beyond stop/latch side unless noted) FROM FRONT FROM SIDE 48-1/8 INCHES 0 INCHES FROM POCKET/HINGE SIDE 22-1/8 INCHES FROM STOP/LATCH SIDE 42-1/8 INCHES 1. DOORWAY WITH NO DOOR ONLY. 2. BEYOND POCKET/HINGE SIDE. 242-1/8 INCHES 42-1/8 INCHES 0 INCHES 24-1/8 INCHES 1 48 - 1 / 8 " M I N (a) Front Approach 22-1/8" MIN 42 - 1 / 8 " MIN (c) Pocket or Hinge Approach 24-1/8" MIN42 - 1 / 8 " MIN (d) Stop or Latch Approach FIGURE 404.2.4.2 42 - 1 / 8 " M I N (b) Side Approach FIGURE 11B-404.2.4.2 MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS, SLIDING DOORS, GATES, AND FOLDING DOORS TABLE 11B-404.2.4.2 MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS OR GATES, MANUAL SLIDING DOORS, AND MANUAL FOLDING DOORS NOTES: 1. THE MINIMUM WIDTH OF EXIT PASSAGEWAYS SHALL BE DETERMINED AS SPECIFIED IN SECTION 1005.1 BUT SUCH WIDTH SHALL NOT BE LESS THAN 44 INCHES, EXCEPT THAT EXIT PASSAGEWAYS SERVING AN OCCUPANT LOAD OF LESS THAN 50 SHALL NOT BE LESS THAN 36 INCHES IN WIDTH. THE REQUIRED WIDTH OF EXIT PASSAGEWAYS SHALL BE UNOBSTRUCTED. (11B-1023.2). 2. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60 INCHES SHALL PROVIDE PASSING SPACES AT INTERVALS OF 200 FEET MAXIMUM. PASSING SPACES SHALL BE EITHER: A SPACE 60 INCHES MINIMUM BY 60 INCHES MINIMUM; OR , AN INTERSECTION OF TWO WALKING SURFACES PROVIDING A T-SHAPED SPACE COMPLYING WITH SECTION 11B-304.2 WHERE THE BASE AND ARMS OF THE T-SHAPED SPACE EXTEND 48 INCHES MINIMUM BEYOND THE INTERSECTION. (11B-403.5.3). 48 - 1 / 4 " M I N X < 48" (a) 180 DEGREE TURN 42-1/4" MIN 42-1/4" MIN FIGURE 11B-403.5.2 CLEAR WIDTH AT TURN X < 48" 60 - 1 / 4 " M I N 36-1/4" MIN 36-1/4" MIN (b) 180 DEGREE TURN (EXCEPTION) TYPE OF USE 18-1/8" MIN60 - 1 / 8 " M I N (a) Front Approach, Pull Side 48 - 1 / 8 " M I N (b) Front Approach, Push Side 36-1/8" MIN (d) Hinge Approach, Pull Side 22-1/8" MIN44 - 1 / 8 " MIN (f) Hinge Approach, Push Side 24-1/8" MIN60 - 1 / 8 " M I N (h) Latch Approach, Pull Side (j) Latch Approach, Push Side 24-1/8" MIN 44 - 1 / 8 " MI N MINIMUM MANEUVERING CLEARANCE APPROACH DIRECTION DOOR SIDE PERPENDICULAR TO DOORWAY PARALLEL TO DOORWAY (beyond latch side unless noted) FROM FRONT PULL 60 INCHES 18 INCHES FROM FRONT PUSH 48 INCHES 0 INCHES FROM HINGE SIDE PULL 60 INCHES 36 INCHES PUSH 44 INCHES PULL 24 INCHES PUSH 44 INCHES 60 INCHES 24 INCHES 22 INCHES 1. ADD 12 INCHES IF CLOSER AND LATCH ARE PROVIDED. 2. ADD 4 INCHES IF CLOSER AND LATCH ARE PROVIDED. 3. BEYOND HINGE SIDE. 4. ADD 4 INCHES IF CLOSER IS PROVIDED. 5. ADD 6 INCHES AT EXTERIOR SIDE OF EXTERIOR DOORS. 4 1 3 60 - 1 / 8 " M I N (a) Pull Side X > 8 " 48 - 1 / 8 " MI N (b) Push Side X > 8 " (c) Push Side, Door provided with both closer and latch 48 - 1 / 8 " MI N X > 8 " 12-1/8" MIN 8 48 - 1 / 8 " M I N (c) Front Approach, Push Side 12-1/8" MIN Door provided with closer and latch 22-1/8" MIN48 - 1 / 8 " M I N (g) Hinge Approach, Push Side, Door provided with both closer and latch (k) Latch Approach, Push Side Door provided with closer 24-1/8" MIN 48 - 1 / 8 " MI N TABLE 11B-404.2.4.1 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES NOTES: 1. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY WITH SECTION 11B-309.4. OPERABLE PARTS OF SUCH HARDWARE SHALL BE (CENTERED BETWEEN) 34 INCHES MINIMUM AND 44 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. (11B-404.2.7). 2. DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES MINIMUM. (11B-404.2.3). Add 6 inches at exterior side of exterior door FIGURE 11B-404.2.4.3 MANEUVERING CLEARANCES AT RECESSED DOORS AND GATES 18-1/8" MIN AT INTERIOR 24-1/8" MIN AT EXTERIOR 5 2 FIGURE 11B-404.2.4.1 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES NOTE: 1. THE DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES AND GATES IN SERIES SHALL BE 48 1/8" INCHES MINIMUM PLUS THE WIDTH OF DOORS OR GATES SWINGING INTO THE SPACE. (11B-404.2.6). (c) 48 1/8" MIN. CLR. (b) 48 1/8" MIN. CLR. (a) 48 1/8" MIN. CLR. FIGURE 11B-404.2.6 DOORS IN SERIES AND GATES IN SERIES MEASUREMENT RANGE MINIMUM IN INCHES MAXIMUM IN INCHES DOT BASE DIAMETER DISTANCE BETWEEN TWO DOTS IN THE SAME CELL 0.059 TO 0.063 1. MEASURED CENTER TO CENTER DISTANCE BETWEEN CORRESPONDING DOTS IN ADJACENT CELLS DOT HEIGHT 0.090 TO 0.100 0.241 TO 0.300 0.025 TO 0.037 0.395 TO 0.400 DISTANCE BETWEEN CORRESPONDING DOTS FROM ONE CELL DIRECTLY BELOW 1 1. BRAILLE SHALL BE CONTRACTED (GRADE 2) AND SHALL COMPLY WITH SECTIONS 11B-703.3 AND 11B-703.4. (11B-703.3). 2. BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH FIGURE 11B-703.3.1. THE INDICATION OF AN UPPERCASE LETTER OR LETTERS SHALL ONLY BE USED BEFORE THE FIRST WORD OF SENTENCES, PROPER NOUNS AND NAMES, INDIVIDUAL LETTERS OF THE ALPHABET, INITIALS, AND ACRONYMS. (11B-703.3.1). 3. BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT IN A HORIZONTAL FORMAT, FLUSH LEFT OR CENTERED. IF TEXT IS MULTI-LINED, BRAILLE SHALL BE PLACED BELOW THE ENTIRE TEXT. BRAILLE SHALL BE SEPARATED 3/8 INCH (9.5 MM) MINIMUM AND 1/2 INCH MAXIMUM FROM ANY OTHER TACTILE CHARACTERS AND 3/8 INCH (9.5 MM) MINIMUM FROM RAISED BORDERS AND DECORATIVE ELEMENTS. (11B-703.3.2). TABLE 11B-703.3.1 BRAILLE DIMENSIONS DOT DIAMETER RAISED DOT NO RAISED DOT DISTANCE BETWEEN DOTS IN THE SAME CELL SINGLE BRAILLE CELL DISTANCE BETWEEN CORRESPONDING DOTS IN ADJACENT CELLS DISTANCE BETWEEN DOTS IN THE SAME CELL DISTANCE BETWEEN CORRESPONDING DOTS FROM ONE CELL DIRECTLY BELOW BLANK CELL SPACE BETWEEN WORDS FIGURE 703.3.1 BRAILLE MEASUREMENT 1 2 ST R I K E S I D E E D G E O F DO O R / O P E N I N G F R A M E 1'-0" WHITE INTERNATIONAL SYMBOL OF ACCESSIBILITY BLUE BACKGROUND COLOR 15090 OF FEDERAL STANDARD NUMBER 595B BUILDING ENTRY SIGNAGE (SECURE TO STOREFRONT GLASS W/ ADHESIVE). PROVIDE PLASTIC BACKING ON OTHER SIDE OF GLASS FOR COVERAGE. ADHESIVE SHALL BE COMPATIBLE W/ GLASS APPLICATION. 6" 6" 60 " A. F . F . FIGURE 11B-703.7.2.1 INTERNATIONAL SYMBOL OF ACCESSIBILITY CL 60 - 1 / 8 " M I N (e) Reserved (i) Reserved FROM HINGE SIDE FROM LATCH SIDE FROM LATCH SIDE 1 1 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE DATE NO. DESCRIPTION DRAWN BY: DRAWING TITLE SCALE: SHEET NO. REVISION ACRC AS SHOWN unless they are sealed, signed and dated not final and ready for use, and therefore not valid As instruments of service, these documents are of acceptance of these restrictions. or specifications shall constitute conclusive evidence of the Architect. Visual contact with these drawings have been prepared, without the written consent other than the specific project for which they shall be reproduced or used for any purpose property of the Architect and no part thereof and arrangements represented thereby are the These drawings, specifications, ideas, designs 5120 HAMNER AVE # 140 EASTVALE, CA 91752 951.454.8801 PROJECT DATE: FEB. 08, 2023 PLAN CHECK NO. A R C ESIGN www.acrcdesigns.com P.C. CORRECTION12/27/23 P.C. CORRECTION28/25/23 P.C. CORRECTION32/25/24 ADA STANDARDS A1.2 2/28/2024 6:06:17 PM 49'-3"8'-8"32'-1" 90'-0" 2' - 0 " 10 ' - 0 " 2' - 0 " 12 ' - 0 " 3' - 4 " 15 ' - 4 " 3' - 4 " 14 ' - 0 " 30 ' - 0 " 44 ' - 0 " 4'-0" 2'-8"2'-8"12"12"4'-0" 4'-0"9'-4"4'-0"9'-4"4'-0" 4'-0"9'-4" 15'-4"2'-0" 3'-4"3'-4" 3' - 4 " 6' - 0 " 7' - 0 " 2' - 0 " 7' - 0 " 6' - 0 " 6' - 0 " 2' - 0 " 22 ' - 0 " 22 ' - 0 " 44 ' - 0 " 2' - 8 " 6' - 0 " 2' - 8 " 8" 16" 14'-9"8'-0"7'-1" 8' - 6 " 8' - 0 " 13 ' - 4 " 13 ' - 4 " 8' - 0 " 2 134 134 AA BB C DD 8" 8" 9'-4" 16'-8"17'-0"3'-8" 88'-8" 16" 8" 8" EX I T EX I T EX I T C.J.C.J.C.J.C.J. C.J.C.J.C.J.C.J. 2' - 0 " 6" 2' - 2 " 3' - 4 " 2' - 2 " 6" 2'-6" 2'-6" 3'-2" 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE DATE NO. DESCRIPTION DRAWN BY: DRAWING TITLE SCALE: SHEET NO. REVISION ACRC AS SHOWN unless they are sealed, signed and dated not final and ready for use, and therefore not valid As instruments of service, these documents are of acceptance of these restrictions. or specifications shall constitute conclusive evidence of the Architect. Visual contact with these drawings have been prepared, without the written consent other than the specific project for which they shall be reproduced or used for any purpose property of the Architect and no part thereof and arrangements represented thereby are the These drawings, specifications, ideas, designs 5120 HAMNER AVE # 140 EASTVALE, CA 91752 951.454.8801 PROJECT DATE: FEB. 08, 2023 PLAN CHECK NO. A R C ESIGN www.acrcdesigns.com P.C. CORRECTION12/27/23 P.C. CORRECTION28/25/23 P.C. CORRECTION32/25/24 FLOOR PLAN A2.1 EXIT SIGN & LOW LEVEL EXIT SIGN LIGHTED SURFACE DIRECTIONAL ARROW TACTILE EXIT SIGN SHALL BE REQUIRED ROOM NAME OCCUPANCY TYPE FLOOR AREA OCCUPANCY LOAD FACTOR NAME A3 1234 1/200 12 OCCUPANCY LOAD EXITS, EXIT ACCESS DOORS AND PATHS OF EGRESS OCCUPANTS SHALL BE MARKED BY AN APPROVED DIRECTION OF EGRESS TRAVEL. - EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY TIME OF FIELD INSPECTION. FLOOR PLAN SCALE: 1/4" = 1'-0" NO R T H B A6.2 OFFICE B 100 1 / 150 2 5 EXIT - EGRESS SIZING CALCULATION 5 OCCUPANTS X 0.2" = 1.0 LINEAR INCHES REQUIRED EXISTING = 36 LINEAR INCHES PROVIDED LEGEND 1 DOOR NUMBER SEE DOOR SCHEDULE A WINDOW NUMBER SEE DOOR SCHEDULE NON-RATED INTERIOR PARTITION: (SEE STRUCTURAL) RESTROOM: CERAMIC TILE OFFICE AREA: 5" RUBBER BASE PAINT WITH KNOCKDOWN TEXTURE GYPSUM BOARD WITH TWO COATS ENAMEL OFFICE AREA: COMMERCIAL GRADE LAMINATE FLOOR ENAMEL PAINT WITH KNOCKDOWN TEXTURE GYPSUM BOARD WITH TWO COATS SEMI-GLOSS CEILING WALL BASE FLOOR OFFICE AREA: RESTROOMS: FINISH NOTES EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIME. TO ENSURE CONTINUED ILLUMINATION FOR A DURATION OF NOT LESS THAN 90 MINUTES IN CASE OF PRIMARY POWER LOSS. THE SIGN ILLUMINATION MEANS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM PROVIDED FROM STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH CHAPTER 27. 13. PROVIDE THE FOLLOWING SIGN WITH 1" HIGH; LETTERING ON THE MAIN EXIT DOOR / DOOR FRAME SERVING B, F, M, S & A (LESS THAN 300 OCCUPANTS) STATING; "THIS DOOR TO REMAIN UN-LOCKED WHEN BUILDING IS OCCUPIED" SEE ELECTRICAL PLANS FOR PANEL SCHEDULE AND LOADS SEE PLUMBING PLANS FOR WASTE & VENTS INFORMATION SEE MECHANICAL REFLECTED CEILING PLAN FOR HVAC LOCATIONS 12. 14. 15. 16. THE USE OF A KEY, SPECIAL KNOWLEDGE, OR EFFORT. WATER CLOSET - 1.28 GPF ALL EXIT DOORS AND GATES MUST BE OPERABLE FROM EGRESS SIDE WITHOUT PLUMBING FIXTURES SHALL COMPLY WITH WATER CONSERVATION FLOW RATES: ALL NEW DOORS AND GATES MUST BE EQUIPPED WITH LEVER TYPE HANDLE. WALL AND CEILING MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS.5. ALL WEATHER-EXPOSED SURFACES SHALL HAVE A WEATHER-RESISTIVE BARRIER TO PROTECT THE INTERIOR WALL COVERING AND THAT EXTERIOR OPENINGS SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WEATHERPROOF. 4. 1. 2. LAVATORY FAUCETS - 0.4 GPM; KITCHEN FAUCETS-1.8 GPM 3. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED SHALL BE OPERABLE WITH A OTHER HARDWARE THAT PROVIDES PASSAGE WITHOUT GRASPING. HAND-ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44" MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS. FOR EXTERIOR AND THE BOTTOM 10" IF ALL DOORS, EXCEPT AUTOMATIC AND SLIDING, MUST HAVE A SMOOTH DOOR THRESHOLD SHALL BE NO HIGHER THAN 1/4". EXTERIOR DOORS SHALL HAVE WEATHERSTRIPPING ALL SIDES. SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BAR PUSH-PULL ACTIVATING BARS OR ABOVE THE FLOOR. INTERIOR DOORS AND 15 LBS. FOR FIRE DOORS. UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST. 6. 7. 8. 9. 10. 11. OF SPECIFIED WALLBOARD (ON RESTROOM SIDE) * USE WATER RESISTENT GYPSUM BOARD IN LIEU 1 5/8" x 6", 18 GA. METAL STUD @ 16" O.C. WITH 5/8" TYPE 'X' GYPSUM BOARDS ON BOTH SIDES OF SPECIFIED WALLBOARD (ON RESTROOM SIDE) * USE WATER RESISTENT GYPSUM BOARD IN LIEU 1 1/2 x 3 1/2, 20 GA. METAL STUD @ 16" O.C. WITH 5/8" GYPSUM BOARDS ON BOTH SIDES FIRE RATED INTERIOR PARTITION: (SEE STRUCTURAL) NOTES: WAREHOUSE: CONCRETE SLAB RESTROOM: CERAMIC TILE ENAMEL PAINT WITH KNOCKDOWN TEXTURE GYPSUM BOARD WITH TWO COATS SEMI-GLOSS RESTROOMS: w/ FLUSH MOUNTED FLUORESCENT LIGHT FIXTURES 2'x2' SUSPENDED ACOUSTICAL TILE CEILING PANEL OFFICE AREA: TRAVEL THAT IS NOT IMMEDIATELY VISIBLE TO THE EXIT SIGN THAT IS READILY VISIBLE FROM ANY ILLUMINATED. -ADDITIONAL EXITS SIGNS MAY BE REQUIRED AT WAREHOUSE S2 1,217 1 / 500 3 OFFICE B 100 1 / 150 2 WAREHOUSE S2 1,132 1 / 500 3 OFFICE B 95 1 / 150 2 WAREHOUSE S2 1,106 1 / 500 3 WITH FIRE SPRINKLER SYSTEM INDICATES EXIT ACCESS TRAVEL DISTANCE EMERGENCY LIGHT WITH 90 MINUTE BATTERY BACKUP OR UNIT MOUNTED EMERGENCY INVERTER. PROVIDE UNSWITCHED HOT WIRE AS NOTED. TR A V E L D I S T A N C E = 6 0 ' - 0 " 5 5 EXIT - EGRESS SIZING CALCULATION 5 OCCUPANTS X 0.2" = 1.0 LINEAR INCHES REQUIRED EXISTING = 36 LINEAR INCHES PROVIDED EXIT - EGRESS SIZING CALCULATION 5 OCCUPANTS X 0.2" = 1.0 LINEAR INCHES REQUIRED EXISTING = 36 LINEAR INCHES PROVIDED 1 1 1 23 2 2 3 3 4 5 5 A B ABOVE A B ABOVECGABOVECGABOVECGABOVECGABV D G G G B A6.2 TR A V E L D I S T A N C E = 7 5 ' - 0 " TR A V E L D I S T A N C E = 7 4 ' - 0 " FIRE RESISTANT 12" CMU WALL & EXTERIOR CEMENT PLASTER ON THE EXTERIOR SURFACE. SEE DTL. 13/A7.2 1 14 A7.2 FIRE RATED CONTROL JOINT SEE DETAIL, TYP. 2/28/2024 6:35:13 PM SL O P E 1/ 4 " : 1 2 SL O P E 1/ 4 " : 1 2 SL O P E 1/ 4 " : 1 2 EX I T EX I T EX I T C.J.C.J.C.J.C.J. C.J.C.J.C.J.C.J. 4'-0"4'-0"9'-4"4'-0"9'-4"4'-0"15'-4"2'-0"16'-8"17'-0"3'-0" C.J.C.J.C.J.C.J. 2' - 0 " 3' - 4 " 2' - 0 " 12 ' - 0 " 15 ' - 4 " 2' - 8 " 3' - 4 " 3' - 4 " 2' - 6 " 3' - 4 " 8' - 8 " 6' - 0 " 3' - 0 " 6' - 0 " 8' - 8 " 3' - 4 " 2' - 6 " 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE DATE NO. DESCRIPTION DRAWN BY: DRAWING TITLE SCALE: SHEET NO. REVISION ACRC AS SHOWN unless they are sealed, signed and dated not final and ready for use, and therefore not valid As instruments of service, these documents are of acceptance of these restrictions. or specifications shall constitute conclusive evidence of the Architect. Visual contact with these drawings have been prepared, without the written consent other than the specific project for which they shall be reproduced or used for any purpose property of the Architect and no part thereof and arrangements represented thereby are the These drawings, specifications, ideas, designs 5120 HAMNER AVE # 140 EASTVALE, CA 91752 951.454.8801 PROJECT DATE: FEB. 08, 2023 PLAN CHECK NO. A R C ESIGN www.acrcdesigns.com P.C. CORRECTION12/27/23 P.C. CORRECTION28/25/23 P.C. CORRECTION32/25/24 REFLECTED CEILING PLAN A2.2 REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0" NO R T H C-1 C-2 CEILING SYMBOLS: C-1 C-1 C-2 C-2 C-1C-2 10'-0" CLG. HT. 8'-0" CLG. HT. 8'-0" CLG. HT. 10'-0" CLG. HT. 10'-0" CLG. HT. 8'-0" CLG. HT. ±22'-6" CLG. HT. ±22'-6" CLG. HT. ±22'-6" CLG. HT. @13'-4" A.F.F. SCALE: 1/4" = 1'-0" @13'-4" A.F.F. SCALE: 1/4" = 1'-0" 2'x2' SUSPENDED ACOUSTICAL TILE CEILING PANEL w/ FLUSH MOUNTED FLUORESCENT LIGHT FIXTURES SEE DETAIL #1 TO #5/A7.2 GYPSUM BOARD WITH TWO COATS SEMI-GLOSS ENAMEL PAINT WITH KNOCKDOWN TEXTURE 2'-0" x 2'-0" SUSPENDED LED LIGHT FIXTURE ON CEILING SYSTEM PER PLANS, REFER TO ELECTRICAL DRAWINGS FOR FIXTURE SUPPLY AIR DIFFUSERS OR EXHAUST FANS WHERE SHOWN PER MECHANICAL DRAWINGS RETURN AIR DIFFUSERS OR EXHAUST FANS WHERE SHOWN PER MECHANICAL DRAWINGS INTERIOR WALL MOUNTED LIGHT FIXTURE REFER TO ELECTRICAL DRAWINGS FIXTURE CEILING MOUNTED RECESSED DOWN LIGHT REFER TO ELECTRICAL DRAWINGS FIXTURE TYPE EXTERIOR WALL MOUNTED LIGHT FIXTURE REFER TO ELECTRICAL DRAWINGS FIXTURE EXHAUST FAN SYSTEM REFER TO MECHANICAL DRAWINGS FIXTURE REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION ON MECHANICAL LAYOUTS. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION ON LIGHTING LAYOUTS. ROOF ACCESS PANEL WITH ROOF ACCESS LADDER EMERGENCY LIGHT WITH 90 MINUTE BATTERY BACKUP OR UNIT MOUNTED EMERGENCY INVERTER. PROVIDE UNSWITCHED HOT WIRE AS NOTED. EXIT SIGN & LOW LEVEL EXIT SIGN TACTILE EXIT SIGN SHALL BE REQUIRED LIGHTED SURFACE DIRECTIONAL ARROW EXITS, EXIT ACCESS DOORS AND PATHS OF EGRESS TRAVEL THAT IS NOT IMMEDIATELY VISIBLE TO THE OCCUPANTS SHALL BE MARKED BY AN APPROVED EXIT SIGN THAT IS READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. - EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. -ADDITIONAL EXITS SIGNS MAY BE REQUIRED AT TIME OF FIELD INSPECTION. SUSPENDED CEILING GENERAL NOTES: 1 1 @13'-4" A.F.F. SCALE: 1/4" = 1'-0" 2/28/2024 6:35:51 PM 17'-0" SL O P E 1/ 4 " : 1 2 SL O P E 1/ 4 " : 1 2 SL O P E 1/ 4 " : 1 2 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 17'-0" 2'-6" 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE DATE NO. DESCRIPTION DRAWN BY: DRAWING TITLE SCALE: SHEET NO. REVISION ACRC AS SHOWN unless they are sealed, signed and dated not final and ready for use, and therefore not valid As instruments of service, these documents are of acceptance of these restrictions. or specifications shall constitute conclusive evidence of the Architect. Visual contact with these drawings have been prepared, without the written consent other than the specific project for which they shall be reproduced or used for any purpose property of the Architect and no part thereof and arrangements represented thereby are the These drawings, specifications, ideas, designs 5120 HAMNER AVE # 140 EASTVALE, CA 91752 951.454.8801 PROJECT DATE: FEB. 08, 2023 PLAN CHECK NO. A R C ESIGN www.acrcdesigns.com P.C. CORRECTION12/27/23 P.C. CORRECTION28/25/23 P.C. CORRECTION32/25/24 ROOF PLAN A3ROOF PLAN SCALE: 1/4" = 1'-0" NO R T H ROOF PARAPET WALL RTU ROOF PLAN NOTES: 1. THE CONTRACTOR SHALL VERIFY LOCATION AND SIZE OF ALL ROOF OPENINGS AND EQUIPMENT PLATFORMS REQUIRED. 2. REFER TO PLUMBING DRAWINGS FOR PLUMBING VENTS AND PIPES THROUGH ROOF WHICH MAY NOT BE SHOWN ON THIS ROOF PLAN. PROVIDE FLASHING AND COUNTER FLASHING AT MECHANICAL EQUIPMENT CURBS AND TOILET VENTS. 3. REFER TO MECHANICAL DRAWINGS FOR HVAC, OPENINGS, DUCTS AND VENTS THROUGH ROOF WHICH MAY NOT BE SHOWN ON THIS ROOF PLAN. 5. ALL OPENINGS AT ROOF LARGER THAN 8" x 8" SHALL BE PROTECTED WITH BURGLAR BARS PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. THE SPACING OF BARS SHALL NOT EXCEED 5" O.C. 6. ALL ROOF GUTTERS AND DOWNSPOUTS TO BE NON-COMBUSTIBLE MATERIAL 4. T.V. ANTENNA CROSS ARMS OR OTHER OBSTRUCTIONS SHALL BE LOCATED 7'-0" MINIMUM ABOVE THE ROOF SURFACE. CLASS 'A' CARLISLE 'SURE-WELD' TPO 60 MIL MEMBRANE ROOF SYSTEM (WHITE) INSTALLED OVER 2 - 3 INCH LAYERS OF POLYISOCYANURATE ROOF INSULATION LAID PERPENDICULAR TO EACH OTHER (R-32 MIN. OR PER T-24 ENERGY CALC'S - SEE MECH'L) OVER ROOF DECK PER STRUCTURAL PLANS (SEE MECH) ROOF PARAPET WALL RTU (SEE MECH) RTU (SEE MECH) ROOF SKYLITE TYP. OF 4 2 ROOF SKYLIGHT DETAIL SCALE: N.T.S. ROOF ACCESS HATCH AND LADDER BELOW. SEE 16/A7.1 FOR DETAILS ROOF DRAIN THRU WALL. SEE 3 & 4/A7.1 TYP. 1 NOTE: SKYCO SKYLIGHTS - DOUBLE DOME VLT: 60% SHGC: 0.50 U-FACT: 0.50 ICC-ES LISTED - ESR-3837 1 1 1 1 1 1 1 1 DEFERRED SUBMITTAL 3PROVIDE 42" HIGH GUARD 2/28/2024 6:36:35 PM 10 ' - 0 " F.F. 3' - 4 " 4' - 0 " 2' - 0 " 4' - 8 " 8' - 0 " 10 ' - 0 " 3' - 4 " 4' - 0 " 6' - 0 " F.F. 8' - 0 " 23 ' - 4 " T.O.P. T.O.P. 22 ' - 8 " A D 24 ' - 0 " 10 ' - 0 " F.F. 3' - 4 " 24 ' - 0 " T.O.P. 22 ' - 8 " 22 ' - 8 " 2' - 0 " 3' - 4 " 4' - 0 " 6' - 0 " F.F. 23 ' - 4 " T.O.P. 8' - 0 " 10 ' - 0 " F.F. 3' - 4 " 4' - 0 " 24 ' - 0 " T.O.P. 8' - 0 " 14 4' - 0 " 2' - 0 " 4' - 8 " 2' - 0 " 4' - 8 " 90'-8" 7' - 8 " 3'-8" 28 SF 139 SF 7' - 8 " 28 SF7' - 8 " 28 SF7' - 8 " 3'-8" 28 SF7' - 8 " 3'-8"3'-8" 7' - 8 " 14'-10" 9' - 5 " 20 ' - 0 " BOTTOM OF ROOF 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE DATE NO. DESCRIPTION DRAWN BY: DRAWING TITLE SCALE: SHEET NO. REVISION ACRC AS SHOWN unless they are sealed, signed and dated not final and ready for use, and therefore not valid As instruments of service, these documents are of acceptance of these restrictions. or specifications shall constitute conclusive evidence of the Architect. Visual contact with these drawings have been prepared, without the written consent other than the specific project for which they shall be reproduced or used for any purpose property of the Architect and no part thereof and arrangements represented thereby are the These drawings, specifications, ideas, designs 5120 HAMNER AVE # 140 EASTVALE, CA 91752 951.454.8801 PROJECT DATE: FEB. 08, 2023 PLAN CHECK NO. A R C ESIGN www.acrcdesigns.com P.C. CORRECTION12/27/23 P.C. CORRECTION28/25/23 P.C. CORRECTION32/25/24 EXTERIOR ELEVATIONS A4.1 EXTERIOR COLOR / MATERIALS: 2 EXTERIOR STUCCO COLOR: DET 648 - WHITE PICKET FENCE MANUFACTURER: DUNN EDWARDS 26 75 1 3 6 ALUMINUM STOREFRONT / WINDOW SYSTEM EXTERIOR WALL MOUNTED LIGHT FIXTURE7 5 ALUMINUM AWNING COLOR: DARK GRAY COLOR: GRAY PRECISION CONCRETE BLOCK COLOR: BLACK 100 MW MANUFACTURER: ORCO BLOCK 4 1 38 2 2 3 1 32 8 31 16 7261 1 COLOR: DET 570 - SMOKY BLUE MANUFACTURER: DUNN EDWARDS EXTERIOR STUCCO 3 3 EXTERIOR STUCCO COLOR: DET 618 - INDUSTRIAL AGE MANUFACTURER: DUNN EDWARDS 2 8 ALUMINUM SPANDREL GLASS 6 8 6 2 NORTH EXTERIOR ELEVATION AT LA PORTE STREET SCALE: 1/4" = 1'-0" EAST EXTERIOR ELEVATION SCALE: 1/4" = 1'-0" EAST FACING FACADE TOTAL AREA: 90'-8" X 20'-0" = 1,813 SF (EXCLUDE SPANDREL GLASS) EAST FACING WINDOW OPENINGS 28 SF x 4 = 112 SF 139 SF x 1 = 139 SF TOTAL GLASS OPENING AREA = 251 SF (13.8%) MAX. WINDOW OPENING RATIO 15% 1 1 13 A7.1 13 A7.1 2 2 2/28/2024 6:37:17 PM 10 ' - 0 " F.F. 3' - 4 " 24 ' - 0 " T.O.P. 8' - 0 " 10 ' - 0 " 3' - 4 " 4' - 0 " 6' - 0 " F.F. 8' - 0 " 23 ' - 4 " T.O.P. D A 4' - 0 " 2' - 0 " 4' - 8 " 23 ' - 4 " F.F. T.O.P. 23 ' - 4 " F.F. T.O.P. 1 4 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE DATE NO. DESCRIPTION DRAWN BY: DRAWING TITLE SCALE: SHEET NO. REVISION ACRC AS SHOWN unless they are sealed, signed and dated not final and ready for use, and therefore not valid As instruments of service, these documents are of acceptance of these restrictions. or specifications shall constitute conclusive evidence of the Architect. Visual contact with these drawings have been prepared, without the written consent other than the specific project for which they shall be reproduced or used for any purpose property of the Architect and no part thereof and arrangements represented thereby are the These drawings, specifications, ideas, designs 5120 HAMNER AVE # 140 EASTVALE, CA 91752 951.454.8801 PROJECT DATE: FEB. 08, 2023 PLAN CHECK NO. A R C ESIGN www.acrcdesigns.com P.C. CORRECTION12/27/23 P.C. CORRECTION28/25/23 P.C. CORRECTION32/25/24 EXTERIOR ELEVATIONS A4.2 EXTERIOR COLOR / MATERIALS: 2 EXTERIOR STUCCO COLOR: DET 648 - WHITE PICKET FENCE MANUFACTURER: DUNN EDWARDS 6 ALUMINUM STOREFRONT / WINDOW SYSTEM EXTERIOR WALL MOUNTED LIGHT FIXTURE7 5 ALUMINUM AWNING COLOR: DARK GRAY COLOR: GRAY PRECISION CONCRETE BLOCK COLOR: BLACK 100 MW MANUFACTURER: ORCO BLOCK 41 COLOR: DET 570 - SMOKY BLUE MANUFACTURER: DUNN EDWARDS EXTERIOR STUCCO 3 EXTERIOR STUCCO COLOR: DET 618 - INDUSTRIAL AGE MANUFACTURER: DUNN EDWARDS75 2 1 6 3 2 1 4 2 4 3 3 6 WEST EXTERIOR ELEVATION SCALE: 1/4" = 1'-0" SOUTH (REAR) EXTERIOR ELEVATION SCALE: 1/4" = 1'-0" 8 ALUMINUM SPANDREL GLASS 1 13 A7.1 2 13 A7.1 2 2/28/2024 6:37:53 PM 4' - 0 " 10 ' - 0 " T.O.P. 3' - 4 " F.F. 20 ' - 0 " 12 ' - 0 " T.O.P. F.F. 23 ' - 4 " 6' - 8 " 24 ' - 0 " 3' - 4 " T.O.P. F.F. 23 ' - 4 " 4' - 0 " 10 ' - 0 " T.O.P. 3' - 4 " F.F. 6' - 8 " 24 ' - 0 " 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE DATE NO. DESCRIPTION DRAWN BY: DRAWING TITLE SCALE: SHEET NO. REVISION ACRC AS SHOWN unless they are sealed, signed and dated not final and ready for use, and therefore not valid As instruments of service, these documents are of acceptance of these restrictions. or specifications shall constitute conclusive evidence of the Architect. Visual contact with these drawings have been prepared, without the written consent other than the specific project for which they shall be reproduced or used for any purpose property of the Architect and no part thereof and arrangements represented thereby are the These drawings, specifications, ideas, designs 5120 HAMNER AVE # 140 EASTVALE, CA 91752 951.454.8801 PROJECT DATE: FEB. 08, 2023 PLAN CHECK NO. A R C ESIGN www.acrcdesigns.com P.C. CORRECTION12/27/23 P.C. CORRECTION28/25/23 P.C. CORRECTION32/25/24 BUILDING SECTIONS A5 4 1 2 5 6 SECTION KEYNOTES ALUMINUM STOREFRONT DOOR / WINDOW SYSTEM 4 1 A7.2 FIRE RESISTANT 12" CMU WALL (SEE STRUCTURAL DRAWING) & EXTERIOR CEMENT PLASTER ON THE EXTERIOR SURFACE NON-RATED INTERIOR PARTITION: (SEE STRUCTURAL DRAWING) OF SPECIFIED WALLBOARD (ON RESTROOM SIDE) * USE WATER RESISTENT GYPSUM BOARD IN LIEU 1 5/8" x 6", 18 GA. METAL STUD @ 16" O.C. WITH 5/8" TYPE 'X' GYPSUM BOARDS ON BOTH SIDES OF SPECIFIED WALLBOARD (ON RESTROOM SIDE) * USE WATER RESISTENT GYPSUM BOARD IN LIEU 1 1/2 x 3 1/2, 20 GA. METAL STUD @ 16" O.C. WITH 5/8" GYPSUM BOARDS ON BOTH SIDES FIRE RATED INTERIOR PARTITION: (SEE STRUCTURAL DRAWING) 3 CLASS 'A' CARLISLE 'SURE-WELD' TPO 60 MIL MEMBRANE ROOF SYSTEM (WHITE) INSTALLED OVER 2 - 3 INCH LAYERS OF POLYISOCYANURATE ROOF INSULATION LAID PERPENDICULAR TO EACH OTHER (R-32 MIN. OR PER T-24 ENERGY CALC'S - SEE MECH'L) OVER ROOF DECK PER STRUCTURAL PLANS w/ FLUSH MOUNTED FLUORESCENT LIGHT FIXTURES 2'x2' SUSPENDED ACOUSTICAL TILE CEILING PANEL 7 CONCRETE SLAB - SEE CIVIL / STRUCTURAL DRAWINGS 8 ROOF TOP MECHANICAL UNIT & PLATFORM (SEE MECH. DWG.) REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0" 9 ALUMINUM AWNING - SEE MANUFACTURER SPEC. 1 1 1 1 2 3 3 4 11 5 5 5 6 7 7 8 9 9 9 10 HIGH-LIFT GARAGE DOOR - (SEE MANUFACTURER SPEC.) 10 11 ALUMINUM SPANDREL WINDOW SYSTEM 1 CEILING JOISTS SEE STRUCTURAL FOR CEILING JOISTS SEE STRUCTURAL FOR 2/28/2024 6:38:23 PM A WINDOW TYPE DOOR TYPE DOOR SCHEDULE MATERIAL EXTERIOR ENTRY DOOR SIZE NO 1 WIDTH HEIGHT THKNS. GLASSLOCATION TYPE MATERIAL DOOR FIREFINISHRATING FRAME FIN. FLR. 4 a d 2 WINDOW SCHEDULE MATERIAL SIZE NO WIDTH HEIGHT LOCATION TYPE WINDOW FRAME FINISH GLAZING A MATERIALTYPEGLASSTHKNS. a 3 3'-0" 7' - 0 " ALUMN WD PTD4 1/2" b c REGULATIONS, WHERE WINDOW IS WITHIN 12" OF A DOOR, AND JAMB, AND SILL DETAILS. APPROVED FLASHING. WITH AMERICAN NATIONAL STANDARD INSTITUTE STANDARDS. 6. WINDOWS SHALL BE CERTIFIED AND LABELED IN COMPLIANCE 5. FLASH AROUND ALL EXTERIOR WINDOW OPENINGS WITH 11. ALL WINDOWS TO HAVE INSECT SCREENS AT SLIDING 12. WINDOWS AND FRAMES COLOR AND FINISH PER OWNER PANEL LOCATION. WINDOW NOTES 2019 CBC, CHAPTER 24, AND 16 CFR 1201 SAFETY STANDARDS WINDOW OPENING AND FIELD ROUGH DIMENSIONS. FOR ARCHITECTURAL GLAZING MATERIALS. 3. ALL ALUMINUM SASH TO COMPLY WITH THE AAMA STANDARDS. 4. T INDICATES GLASS TO BE TEMPERED PER ABOVE MENTIONED 9. ALL WINDOW FRAMES TO BE PAINTED WITH SILICONE DRAWINGS TO INCLUDE (BUT NOT LIMITED TO) HEAD, DETAILED SHOP DRAWINGS PRIOR TO FABRICATION. 10. WINDOW CONTRACTOR TO PROVIDE ARCHITECT WITH POLYESTER COATING, COLOR BY ARCHITECT. 1. ALL WINDOW ELEVATIONS BELOW WERE DRAWN AS VIEWED 2. ALL GLASS AND GLAZING TO BE IN ACCORDANCE WITH THE 8. FRAMING CONTRACTOR TO VERIFY MANUFACTURER'S ROUGH ALUMINUM. 7. UNLESS OTHERWISE NOTED, ALL WINDOWS FRAMES TO BE FROM EXTERIOR SIDE AT A SCALE OF 3/16" = 1'-0". 4. ALL EXTERIOR STEEL FRAMES TO BE GALVANIZED, 6. ALL LOCKS ARE TO BE MASTERKEYED AS PER THE OWNER'S 5. DOORS SHALL BE SCRIBED AND PRE-CUT WITH THE EXACT 7. FIELD MEASURE ALL THE DOOR OPENINGS PRIOR TO FABRICATION. CLEARANCE ABOVE SLAB AS REQUIRED BY FLOOR FINISHES. NATIONAL STANDARD INSTITUTE STANDARDS. CERTIFIED AND LABELED AS MEETING WITH THE AMERICAN 3. ALL MANUFACTURED EXTERIOR DOOR UNITS SHALL BE AROUND EXTERIOR DOORS AND WINDOWS; SEE TITLE 24. 2. PROVIDE WEATHERSTRIPPING AND FLASHING COMPLETELY FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A TEN (10) INCH HIGH SMOOTH PANEL HAZARDOUS CONDITION. THRESHOLDS SHALL NOT EXCEED 1/2" INCH IN HEIGHT. WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR WHICH WILL ALLOW THE DOOR TO BE OPENED BY A SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, FIFTEEN (15) POUNDS. OPERATE THE DOOR MAY BE INCREASED NOT TO EXCEED OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH THE BOTTOM TEN (10) INCHES OF ALL EXIT DOORS MAXIMUM EFFORT TO OPERATE EXIT DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND FOR INTERIOR DOORS. SUCH PULL AND PUSH EFFORT MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. GENERAL NOTES 1. HAND ACTIVATED DOOR OPENING HARDWARE MOUNTING AND HANDICAPPED CODE. OPERATIONAL TYPE SHALL BE IN ACCORDANCE WITH THE IN DOORS AND ENCLOSURE FOR HOT TUB, BATHTUB, SHOWERS (ALSO GLAZING IN WALL ENCLOSING THESE COMPARTMENTS WITHIN 5' OF STANDING SURFACE) 8. APPROVED SHATTER-RESISTANT MATERIALS FOR SHOWER ENCLOSURE. REMARK 3'-0" 8' - 0 " 3'-0" FIN. FLR. D E ALUMN15'-0"10'-0"PTD GLDBL GLAZED CLEAR3/8" 8'-0" FIXED 15'-0"4'-0"PTD GLDBL GLAZED CLEAR3/8"FIXED 4'-0"8'-0"WAREHOUSE PTD GLDBL GLAZED CLEAR3/8"FIXED PTD GLDBL GLAZED CLEAR3/8"FIXED B C 4'-0"PTD GLDBL GLAZED CLEAR3/8"FIXED A D E B C SWING TEMPERED INTERIOR DOOR b WD PTD3'-0"7'-0"SWING UNLESS OTHERWISE NOTED. INSTRUCTIONS. 3'-0" 7' - 0 " RESTROOM c WD PTD3'-0"7'-0"SWINGSC 1 3/4" PER CBC SEC. 1011.3 & 1117B.5, TACTILE EXIT SIGNS SHALL BE POSTED AT THE LOCATIONS INDICATED: 1. EACH GRADE LEVEL EXTERIOR EXIT DOOR SHALL HAVE A TACTILE SIGN WITH THE WORD "EXIT"; 2. EACH STAIRWAY DOOR THAT LEADS TO A GRADE LEVEL EXTERIOR EXIT DOOR SHALL HAVE A TACTILE EXIT SIGN WITH EITHER "EXIT STAIR DOWN" OR "EXIT STAIR UP" AS APPROPRIATE; 3. EACH EXIT ACCESS FROM AN INTERIOR AREA THAT IS REQUIRED TO HAVE A VISUAL EXIT SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE'. INTERNAT'L SYMBOL OF @ ACCESSIBLE ENTRANCE DOORS (LATCH SIDE) ACCESSIBILITY SIGN WITH CLASS 2 BRAILLE PER CBC 11B-703 MOUNTED AT 60" ABOVE FIN. FLR. EXIT LEVER LOCKSET SOLID CORE DOOR KICKPLATE AT EXIT DOORS POST ACCESSIBILITY WITH CLASS 2 NOTES: 3'-0" 8' - 0 " SEE SCHED TEMP SC 1 3/4" WAREHOUSE d ALUMN WD PTD2"10'-0"8'-0"ROLL-UP TEMPERED TEMP TEMP TEMP TEMPTEMP 5' - 0 " 3' - 0 " 2' - 0 " 10 ' - 0 " 8' - 0 " OF ACCESSIBILITY AT ALL ENTRANCE DOOR THE SIGN SHALL BE LOCATED THE DOOR AND RIGHT SIDE OF PROVIDE AN INTERNATIONAL SYMBOL ADJACENT TO THE LATCH SIDE OF THE DOUBLE DOOR 60" O.C. A.F.F. 5' - 0 " 6'-0"3'-0"6'-0" 15'-0" 15'-0" B 1 OF ACCESSIBILITY AT ALL ENTRANCE DOOR THE SIGN SHALL BE LOCATED THE DOOR AND RIGHT SIDE OF PROVIDE AN INTERNATIONAL SYMBOL ADJACENT TO THE LATCH SIDE OF THE DOUBLE DOOR 60" O.C. A.F.F. 5' - 0 " C 8' - 0 " 4'-0" D E EXTERIOR ENTRY - UNIT 'A' EXTERIOR ENTRY - UNIT 'A'ALUMN WAREHOUSE WAREHOUSE ALUMN ALUMN ALUMN 5 WAREHOUSE d ALUMN WD PTD2"8'-0"8'-0"ROLL-UP TEMPERED 3'-0"6'-0" F F 4'-0"PTD GLDBL GLAZED CLEAR3/8"FIXEDF 6'-0"WAREHOUSE ALUMN 4' - 0 " 4'-0" G G 4'-0"PTD GLDBL GLAZED CLEAR1/4"FIXEDG 4'-0" 4' - 0 " 4' - 0 " 4' - 0 " 10" KICKPLATE10 " TEMP TEMP TEMP U-VALUE 0.55 TEMP SPANDREL GLASS 15'-0" 4' - 0 " (SPANDREL GLASS FACING TO EAST ELEVATION) WAREHOUSE ALUMN 15'-0"4'-0" 0.55 0.55 0.55 0.55 0.55 0.55 TEMP TEMP TEMP TEMP 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE DATE NO. DESCRIPTION DRAWN BY: DRAWING TITLE SCALE: SHEET NO. REVISION ACRC AS SHOWN unless they are sealed, signed and dated not final and ready for use, and therefore not valid As instruments of service, these documents are of acceptance of these restrictions. or specifications shall constitute conclusive evidence of the Architect. Visual contact with these drawings have been prepared, without the written consent other than the specific project for which they shall be reproduced or used for any purpose property of the Architect and no part thereof and arrangements represented thereby are the These drawings, specifications, ideas, designs 5120 HAMNER AVE # 140 EASTVALE, CA 91752 951.454.8801 PROJECT DATE: FEB. 08, 2023 PLAN CHECK NO. A R C ESIGN www.acrcdesigns.com P.C. CORRECTION12/27/23 P.C. CORRECTION28/25/23 P.C. CORRECTION32/25/24 DOOR AND WINDOW SCHEDULES A6.1 NOTE: LIGHT STANDARDS SHALL BE A MAXIMUM 20 FEET IN HEIGHT. THE HEIGHT OF THE LIGHT STANDARD SHALL BE MEASURED FROM THE ELEVATION OF THE ADJACENT PAVEMENT OF THE PARKING LOT. WHEN THE SUBJECT PROPERTY ABUTS A RESIDENTIALLY ZONED PROPERTY OR IS WITHIN 100 FEET OF RESIDENTIALLY ZONED PROPERTY, LIGHT STANDARDS WITH 100 FEET OF THE PROPERTY SHALL NOT EXCEED 15 FEET IN HEIGHT. 20'-0" 1 2 2/28/2024 6:38:59 PM 2. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF A 250 LB. POINT LOAD SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT, AND ITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESS SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. 6. A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8". 3. SHEAR FORCE INDUCED IN FASTENERS OR MOUNTING DEVICES FROM THE APPLICATION OF A 250 LB. POINT LOAD SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER HAS THE SMALLER ALLOWABLE LOAD. THE STRUCTURAL STRENGTH OF GRAB BARS, FASTENERS AND MOUNTING DEVICES SHALL MEET THE FOLOWING SPECIFICATIONS : 1. BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF A 250 LB. POINT LOAD SHALL LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT. 4. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF A 250 LB. PONT LOAD, PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF A 250 LB. POINT LOAD, SHALL BE LESS THAN THE FASTENER AND SUPPORTING STRUCTURE. 5. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. GRAB BAR NOTES : 40 " M A X 19 " M I N 112"Ø GRAB BAR W/ PEENED FINISH 1. ALL TOILET ROOMS SHALL COMPLY WITH ALL REQUIREMENTS OF THE CURRENT CALIFORNIA TITLE 24 OR FEDERAL ADA AG REQUIREMENTS. 2. DRAIN AND HOT PIPES UNDER THE LAVATORIES SHALL BE INSULATED TO PREVENT A PERSON WITHOUT SENSATION IN A WHEELCHAIR FROM BEING BURNED. 3. INSTALL 1 1 2" DIAMETER CHROME-FINISH GRAB BARS WITH 1 1 2" CLEARANCE BETWEEN GRAB BARS AND WALL. GRAB BARS SHALL BE MOUNTED 33" FROM THE FINISHED FLOOR TO THE CENTER OF THE GRAB BAR ABOVE AND PARALLEL TO THE FLOOR. 4. ALL TOILET ROOMS SHALL BE PROVIDED WITH A MECHANICAL VENTILATING SYSTEM TO PROVIDE ONE (I) COMPLETE CHANGE OF AIR EVERY FIFTEEN (15) MINUTES AND CONNECTED TO THE LIGHT SWITCH. 5. DOORS TO HANDICAPPED WATER CLOSET COMPARTMENTS SHALL BE SELF-CLOSING, PER CURRENT CBC REQUIREMENTS. 6. FAUCET CONTROLS SHALL BE OPERABLE WITH ONE HAND AND 5 LBS. PRESSURE, PER CURRENT CBC REQUIREMENTS. 7. LOW CONSUMPTION WATER CLOSETS SHALL BE INSTALLED, SEE PLUMBING DRAWINGS. 8. DOORWAYS LEADING TO UNISEX TOILET ROOM SHALL BE IDENTIFIED BY AN 12" DIAMETER CIRCLE WITH EQUILATERAL TRIANGLE SUPERIMPOS ED ON THE CIRCLE, REFER TO DETAILS FOR ADDITIONAL INFORMATION. 9. GEOMETRIC (CIRCLE AND TRIANGLE) SYMBOLS ON TOILET ROOM DOORS SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 60" AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR. 10. EXCEPT FOR DOOR OPENING WIDTH AND DOOR SWING, A CLEAR, UNOBSTRUCTED ACCESS NOT LESS THAN 44" SHALL BE PROVIDED TO WATER CLOSET COMPARTMENT DESIGNED FOR USE BY PERSONS WITH DISABILITIES AND THE SPACE IMMEDIATELY IN FRONT OF WATER CLOSET COMPARTMENT SHALL BE NOT LESS THAN 48" AS MEASURED AT RIGHT ANGLE TO COMPARTMENT DOOR IN ITS CLOSED POSITION. 11. WATER CLOSETS FLUSH VALVE CONTROLS, AND FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE OPERABLE WITH ONE HAND, SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST, AND SHALL BE MOUNTED NO MORE THAN 44" ABOVE THE FLOOR. 12. INSTALL WATER CLOSET TANK WITH FLUSH VALVE ON WIDE SIDE OF TOILET AREA OR COMPARTMENT. 13. THE KNEE CLEARANCE UNDER THE FRONT LIP OF THE LAVATORY EXTENDING A MIN. OF 30" IN WIDTH AND 8" MINIMUM DEPTH AT TOP. TOE CLEARING SHALL BE THE SAME WIDTH AND SHALL BE A MINIMUM OF 9" HIGH FROM THE FLOOR AND A MINIMUM OF 17" DEEP FROM THE FRONT OF THE LAVATORY. 33 " 36" MAX 12" MAX 19 " M I N TYP. SIDE ELEVATION cL 42" MIN TO I L E T PA P E R 17" MIN- 18" MAX 17 " - 1 9 " TYP. FRONT ELEVATION cL 36"4" 36 " M A X I M U M 36" MAXIMUM 17 " T O 1 9 " T O T O P OF T O I L E T S E A T ROLL PAPER HOLDER WITHOUT STOPS TOILET SEAT DISPENSER 24" 7" MIN-9" MAX 8" MIN 17" MIN 6"MAX 29 " M I N 34 " M A X 27 " M I N 9" M I N 40 " M A X KNEE CLEARANCE TOE CLEARANCE FINISH NOTES: 1. ALL TOILET ROOMS FLOOR SHALL BE CERAMIC TILE 2. ALL TOILET ROOMS BASE SHALL BE CERAMIC TILE BASE, TO MATCH THE WALL TILE 3. ALL TOILET ROOMS WALLS SHALL BE CERAMIC TILE 4. ALL TOILET ROOMS CEILING SHALL BE SEMI-GLOSS PAINT 5. ALL TOILET ROOMS DOOR AND FRAMES SHALL BE PAINTED WITH SATIN ENAMEL 6. ALL GYPSUM BOARD WALLS HAVE "ORANGE PEEL" TEXTURE. 7. ALL EXPOSED CONCRETE SHALL BE SEALED. MOUNTING DIMENSIONS 2. 1. ACCESSIBILITY TOILET ROOM SIGNAGE NOTES: 3. 4.CHARACTERS AND SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. FINISH CONTRAST - THE CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR OTHER NON-GLARE FINISH. BACKGROUND COLOR OF SIGNS SHALL CONTRAST WITH DOOR OR WALL COLOR. ROOM SIGN - RAISED AND BRAILLED CHARACTERS AND PICTORIAL SYMBOL SIGNS (PICTOGRAMS). LETTERS AND NUMERALS SHALL BE RAISED 1/32 " UPPER CASE, SANS-SERIF OR SIMPLE SERIF TYPE AND SHALL BE ACCOMPANIED BY GRADE 2 BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST 5/8 " HIGH, BUT NO HIGHER THAN 2". DOOR SIGN - SHALL BE CENTERED ON DOOR AND MOUNTED (WITH ADHESIVE ONLY & CAULK EDGES WITH CLEAR SILICON) 60" ABOVE THE FLOOR AT THE CENTER OF THE SIGN. 14. WHERE A WATER CLOSET IS NOT WITHIN A WATER CLOSET COMPARTMENT, CLEAR FLOOR SPACE AROUND THE WATER CLOSET SHALL BE 60 INCHES MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL CLOSEST TO THE WATER CLOSET AND 56 INCHES MINIMUM MEASURED PERPENDICULAR FROM THE REAR WALL. TOILET ROOM NOTES: OOM CLEAR OF DOOR SWING, MOUNT AT BE LOCATED ON LATCH SIDE OF DOOR WALL MOUNTED ALL-GENDER SIGNAGE TO CORRESPONDING GRADE 11 BRAILLE TO 2" MAX.LETTERING RAISED 1/32" UPPER CASE CHARACTERS HEIGHT OF LETTERING 5/8" MIN. WHITE SYMBOLS ON BLUE BACKGROUND 60" TO CENTERLINE OF SIGN FROM FLOOR. DOOR MOUNTED ALL-GENDER SIGNAGE OF CONTRASTING COLOR TO DOOR, w/ INTERNATIONAL CL 12 " F.F. 60 " THE CIRCLE SUPERIMPOSED ON TRIANGLE (1/4" THICK) EQUILATERAL UNISEX:-ALL-GENDER EQUILATERAL 12" SIDES TRIANGLE WITH CIRCLE 12" DIAMETER WOMEN:MEN: (1/4" THICK) WITH 12" DIAMETER CIRCLE TO COLOR NO. 15090 IN FEDERAL STANDARD 595B 1/4" THICK ACRYLIC, BLUE COLOR EQUAL MATERIAL: 12 " 12 "12" HOT WATER AND DRAIN PIPES UNDER LAVATORY SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. RESTROOM RESTROOM SYMBOL OF ACCESSIBILITY, PER CBC 11B-216.8 CBC 11B-604.2 7' - 0 " 3'-0" CLR L INTERNAT'L SYMBOL OF ACCESSIBILITY WITH CLASS 2 BRAILLE @ ACCESSIBLE ENTRANCE DOORS (LATCH SIDE) AT EXIT DOORS POST ACCESSIBILITY SIGN WITH CLASS 2 BRAILLE PER CBC 11B-703 MTD. AT 60" ABOVE FIN. FLR. EXIT C OF BRAILLE LEVER LOCKSET SOLID CORE DOOR KICKPLATE TYP. SIDE ELEVATION AND 250 LBS. CAPACITY 15. TOILET TISSUE DISPENSERS SHALL BE LOCATED WITHIN 7" TO 9" MEASURED FROM THE FRONT OF THE BOWL TO THE CENTERLINE OF THE TOILET PAPER DISPENSER MOUNTED BELOW THE GRAB BAR AT A MINIMUM HEIGHT OF 19" AND 36" MAXIMUM TO THE FAR EDGE FROM THE REAR WALL. 16. ALL SINGLE ACCOMMODATION RESTROOMS MUST BE IDENTIFIED AS ALL-GENDER TOILET FACILITIES. 17. ALL NON-COMPLIANT PLUMBING FIXTURES WITHIN THIS BUILDING SHALL BE REPLACED WITH WATER-CONSERVING PLUMBING FIXTURES. 18 " 18 " 5'-4"5'-4" 8'-0"8'-0" 8' - 0 " 8' - 0 " 18 " 18 " 56" 60 " 56" 60 " 18 " 18 " 5'-4" 8'-0" 8' - 0 " 56" 60 " 2'-0" 33 " 5' - 0 " 8' - 0 " 5' - 0 " 8' - 0 " 2' - 1 0 " 29 " M I N . 40 " M A X . 9"5' - 0 " 8' - 0 " 17 " - 1 9 " 33 " 19 " M I N . 2' - 1 0 " 29 " M I N . 40 " M A X . 17 " - 1 9 " 33 " 19 " M I N . 2'- 1 0 " 29 " M I N . 40 " M A X . 2'-0" 33 " 5'- 0 " 8'- 0 " 5'- 0 " 8'- 0 " 2'- 1 0 " 29 " M I N . 40 " M A X . 9" 8'- 0 " 5'- 0 " 2'-0" 33 " 5' - 0 " 8' - 0 " 2' - 1 0 " 29 " M I N . 40 " M A X . 9"5' - 0 " 8' - 0 " 17 " - 1 9 " 33 " 19 " M I N . 2' - 1 0 " 29 " M I N . 40 " M A X . 5' - 0 " 8' - 0 " 18 " 18 " 5'-4" 8'-0" 8' - 0 " 56" 60 " 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE DATE NO. DESCRIPTION DRAWN BY: DRAWING TITLE SCALE: SHEET NO. REVISION ACRC AS SHOWN unless they are sealed, signed and dated not final and ready for use, and therefore not valid As instruments of service, these documents are of acceptance of these restrictions. or specifications shall constitute conclusive evidence of the Architect. Visual contact with these drawings have been prepared, without the written consent other than the specific project for which they shall be reproduced or used for any purpose property of the Architect and no part thereof and arrangements represented thereby are the These drawings, specifications, ideas, designs 5120 HAMNER AVE # 140 EASTVALE, CA 91752 951.454.8801 PROJECT DATE: FEB. 08, 2023 PLAN CHECK NO. A R C ESIGN www.acrcdesigns.com P.C. CORRECTION12/27/23 P.C. CORRECTION28/25/23 P.C. CORRECTION32/25/24 ENLARGED RESTROOM PLAN A6.2 KEYNOTES: 1 2 LAVATORY PROTECT HOT WATER & DRAIN PIPES WITH 3 4 5 6 TOILET PAPER HOLDER 7 8 WALL MOUNTED MIRROR - TYPICAL STEEL GRAB BAR - TYPICAL 5'-0" MIN. WHEELCHAIR TURNAROUND ACCESSIBLE WATER CLOSET. 1.6 GALLON MAX. PER FLUSH, (MAX. 5 LB FLUSH CONTROL OPERATION LOCATED HAND AND MAX. OF 5 LB FORCE REQUIRED TO OPERATE) TO BE PAINTED WITH GLOSS ENAMEL ALL WALLS SHALL HAVE A SMOOTH & NON-ABSORBENT FINISH. OR OTHER APPROVED MATERIAL THAT EXTENDS UPWARD ONTO THE WALL, AT LEAST 5 INCHES. IDENTIFICATION SYMBOLS FOR SANITARY FACILITIES. 9 INT. ELEVATION SCALE: 1/4" = 1'-0" INT. ELEVATION SCALE: 1/4" = 1'-0" INT. ELEVATION SCALE: 1/4" = 1'-0" INT. ELEVATION SCALE: 1/4" = 1'-0" RESTROOM PLAN SCALE: 1/4" = 1'-0" TOILET FLUSH CONTROL MOUNTED ON WIDE SIDE. INT. ELEVATION SCALE: 1/4" = 1'-0" INT. ELEVATION SCALE: 1/4" = 1'-0" INT. ELEVATION SCALE: 1/4" = 1'-0" INT. ELEVATION SCALE: 1/4" = 1'-0" INT. ELEVATION SCALE: 1/4" = 1'-0" INT. ELEVATION SCALE: 1/4" = 1'-0" INT. ELEVATION SCALE: 1/4" = 1'-0" INT. ELEVATION SCALE: 1/4" = 1'-0" FLOORS SHALL HAVE A SMOOTH HARD NON-ABSORBENT SURFACE, SUCH AS PORTLAND CEMENT, CERAMIC TILE NON-ABSORBENT CERAMIC TILE OVER 5/8" W.R. GYP. BD. TO A HEIGHT OF 60" ABV. FINISHED FLOOR, WALL ABOVE INSULATION. (FAUCET CONTROLS OPERABLE WITH ONE MAX. 44" ABOVE FIN. FLR.) RESTROOM PLAN SCALE: 1/4" = 1'-0" 3 4 5 6 7 8 9 1011 12 13 14 11 1 1 1 1 1 11 2 22 2 2 2 2 2 2 3 3 3 4 4 4 55 5 5 5 5 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 8 8 8 8 99 9 9 9 9 1 4 356 12 11 8 7 213 9 14 10 56"x60" CLEARANCE AT WATER CLOSET10 1010 10 3 3 3 2/28/2024 6:39:31 PM 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE DATE NO. DESCRIPTION DRAWN BY: DRAWING TITLE SCALE: SHEET NO. REVISION ACRC AS SHOWN unless they are sealed, signed and dated not final and ready for use, and therefore not valid As instruments of service, these documents are of acceptance of these restrictions. or specifications shall constitute conclusive evidence of the Architect. Visual contact with these drawings have been prepared, without the written consent other than the specific project for which they shall be reproduced or used for any purpose property of the Architect and no part thereof and arrangements represented thereby are the These drawings, specifications, ideas, designs 5120 HAMNER AVE # 140 EASTVALE, CA 91752 951.454.8801 PROJECT DATE: FEB. 08, 2023 PLAN CHECK NO. A R C ESIGN www.acrcdesigns.com P.C. CORRECTION12/27/23 P.C. CORRECTION28/25/23 P.C. CORRECTION32/25/24 ARCHITECTURAL DETAILS A7.1 ROOF DRAIN & OVERFLOW SCALE: N.T.S. PARAPET WALL AT ROOF SCALE: N.T.S. ROOF DRAINAGE SCALE: N.T.S. SCALE: N.T.S. SCUPPER AT ROOF SCALE: N.T.S. 1'- 6 " PARAPET 1'-0" ROOF DRAIN 4 4 6'-0" X 3'-0" WELL (VERIFY) MIN. 6" ROUND ROOF DRAIN WITH GALVANIZED CAST IRON PROVIDE GALV. MTL. SUMP RECEIVER SEE PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION. ROOFING CONTRACTOR TO INSTALL 4 LB LEAD SHEET OVER COMPLETED ROOF MEMBRANE AND STRIPPED IN PRIOR TO FINIAL SURFACING. 2'-6" SLOPE OF ROOF BEYOND OVERFLOW SYSTEM INLETS SHALL BE LOCATED 2" ABOVE LOW POINT OF ROOF STRUCTURALDRAWINGS NOTES: LEDGER. SEE 2 x 3 DRAIN SUPPORTS 2'-0" MIN. 1'-0" PLATE DOME STRAINER 4" MIN . 2" A B O V E LO W P O I N T CLAMP ASSEMBLY UNDERDECK COPPER. SEE NOTE NO. 2. 4 LB. SHEET OR 16 OZ. SOFT TOP OF SHEATHING AT LOW POINT ADJACENT 1'-6" CAST IRON DOME STRAINER,ROOF DRAIN WITH GALV. MIN. 6" ROUND OVERFLOW DAM COLLAR ROOFING 2" WATER 1. 2. 3. LINE OF BRACING, SEE STRUCT. LOW POINT OF ROOF DRAIN WELL. ROOF FRAMING MORE INFO. SEE STRUCTURAL FOR ELASTOMERIC PAINT FINISH CONC. WALL ROOFING CAP SHEET o/ SURFACE MOUNTED REGLET SEALANT SHEATHING PAPER BASE SHEET BUILT UP ROOF SURFACE COATING (SEE ROOF PLAN) 12 " M I N . LAP TPO ROOF FLASHINGO/SHT. MTL. FLANGES ULTRA PLY TPO MEMBRANE 24 " 2"11" 2" 1'- 4 " 1' - 6 " 1"6" 4" 18" X 18" 24 GA GALV MTL GALV MTL DOWNSPOUT.SOLDER ALL SEAMS AND JOINT 12 " M I N . 24 " 8" ROOF DRAIN & COLLECTOR BOX SCALE: N.T.S. COLLECTOR BOX w/ 6x6 XX X X X X CARLISLE UNIVERSAL SINGLE-PLY SEALANT SURE-WHITE PRESSURE-SENSITIVE ELASTOFORM FLASHING IN CONJUNCTION w/ TPO PRIMER SURE-WELD BONDING ADHESIVE WATER CUT-OFF MASTIC XXXXXX WATER CUT-OFF MASTIC 3 SEALANT AT PERIMETER 4 1 2 NOTES: WOOD NAILERS ARE INSTALLED ONLY AT SCUPPERS TO SECURE METAL SLEEVE AND MUST EXTEND PAST THE WIDTH OF METAL SLEEVE FLANGE. UNIVERSAL SINGLE-PLY SEALANT IS REQUIRED AT FLASHING EDGES ON SCUPPER EDGE. TPO PRIMER MUST BE USED TO PREPARE SURFACES PRIOR TO THE APPLICATION OF SEALANT. PARAPET WALL TPO MEMBRANE TPO MEMBRANE SURE-WHITE PRESSURE-SENSITIVE ELASTOFORM FLASHING IN CONJUNCTION w/ TPO PRIMER METAL SCUPPER WOOD NAILER (BY GC) SCUPPER FLANGES MUST BE TOTALLY COVERED BY PRESSURE-SENSITIVE ELASTOFORM FLASHING WITH MINIMUM 2" COVERAGE PAST NAIL HEAD. 4. 3. 2. 1. ALL AROUND CONC. SLEEVE W/ SEALANT 12" x 24" CONC. SPLASH BLOCK FIN. GRADE DRAIN PIPE OVERFLOW DRAIN (ADJACENT TO ROOF DRAIN) ROOF DRAIN LEADER SCALE: N.T.S. PRE-BASE AND REINFORCING MESH o/ TOP AND EXPOSED FACES OF CORNICE 26 GA. GALVANIZED MTL STRAP @ 24" O.C.- SCREWED TO HAT CHANNEL @ CORNICE AND TOP OF PARAPET CONTINUOUS 16 GA. HAT CHANNEL APPROVED SEALANT SLOPE24 GA. PAINTED MTL. CAP FLASHING MASONRY WALL SHAPED FOAM CORNICE w/ ADHESIVE TO BROWN COAT 4" 4" EXPOSED C.M.U w/ ELASTOMERIC PAINT OR F.F. METAL SIDING WHERE OCCURS (SEE EXT. ELEVATIONS) CORNICE @ PARAPET WALL COVER HINGE CURB WITH INTEGRAL CAP FLASHING & BILCLIP 3-1/2" 2-1/4" COVER LINER AUTOMATIC HOUSING OPPOSITE END 7 3 / 8 " HOLD OPEN ARM SANTOPRENE GASKET 1" FIBERGLASS INSULATION ALL AROUND COVER LIFTING MECHANISM SHOCK ABSORBER 3'-0" 2-1/4" 3-1/2" 1" RIGID FIBERBOARD INSULATION ALL AROUND OUTSIDE OF CURB CUT AROUNDCORRUGATIONS CORRUGATED 1 LAYER 5/8" 26 GA. MIN. FLASHING "BITUTHANE" SELF- ADHERING & -SEALING WATERPROOFING 1'- 0 " CURB SHALL BE OF 14 GA. PAINT BOND G-90 GALVANIZED STEEL, 12" IN HEIGHT ON HINGE SIDES. CURB SHALL BE FORMED WITH A 3-1/2" FLANGE WITH HOLES FOR SECURING TO THE ROOF DECK AND WITH AN INTEGRAL METAL CAPFLASHING OF THE SAME GAUGE AND MATERIAL AS THE CURB, FULL WELDED FOR WEATHERTIGHTNESS. CAPFLASHING SHALL BE EQUIPPED WITH THE BILCLIP (TM) FLASHING SYSTEM, INCLUDING STAMPED TABS AND PAK-ROPE. INSULATION ON THE EXTERIOR OF THE CURB SHALL BE RIGID FIBERBOARD 1" IN THICKNESS. ALL HARDWARE SHALL BE ZINC PLATED AND CHROMATE SEALED. FACTORY FINISH SHALL BE (RED OXIDE PRIMER ON STEEL. SPECIFICATIONS: FURNISH AND INSTALL WHERE INDICATED ON THE PLANS, ROOF ACCESS HATCH, SIZE 3x3.5 AS MANUFACTURED BY THE BILCO COMPANY. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURES'S INSTRUCTIONS. MANUFACTURER SHALL GUARANTEE AGAINST DEFECTS IN MATERIAL OR WORKMANSHIP FOR A PERIOD OF FIVE YEARS. CONTRACTOR SHALL TEST FOR PROPER OPERATION AFTER INSTALLATION. STUD WALL-TYP, TYPE 'X' GYP.BD. EACH SIDE OF METAL ROOFING AROUND EDGE OF (DOW OR EQUAL) SILICONE SEALANT FLASHING TO ROOF CORRUGATIONS & INSIDE FLASHING WARPPED AROUND MECHANISM COUNTERFLASHING & NUTS "STRATAVENT" BASE SHEET ROOF HATCH TO SIT LEVEL ON ROOF 1" FIBER INSULATION NEOPRENE GASKET ALLAROUND CURB TOP NON-REMOVABLE PINS LIFTING ROOF HATCH AND ACCESS LADDER SCALE: N.T.S. EXTERIOR DOOR HEAD SCALE: N.T.S. EXTERIOR DOOR JAMB SCALE: N.T.S. NOT USED SCALE: N.T.S. STOREFRONT DOOR HEAD SCALE: N.T.S. STOREFRONT WINDOW SILL SCALE: N.T.S. 1/2" MAX. DOOR CONDITION EXCEPT @ ENTRY CONC. SLAB C.M.U. WALL CMU WALL 1/8" MIN. PER FT. 1/4" MIN. PER FT. EXP. JT. FILLER EXT. JOINT w/ SEALANT AND BACKER ROD STUCCO FINISH DOOR OPENING SEE SCHEDULE H.M. DOOR @ EXTERIOR BUILDING & BACKER ROD SEALANT CONC. BLOCK WHERE OCCURS CLOSER SEALANT (SOLID GROUT) TIMELY PREFINISHED KNOCK DOWN (KD) FRAME 7'-0" STOREFRONT DOOR SEE MANUFACTURER WEATHER STRIPPING FOR MORE INFO. SEE MANUFACTURER STOREFRONT WINDOW FOR MORE INFO. 5/8" GYP. BD. FIN. FILLER @ REQ'D CAULK & MOLDING CONC. BLOCK WALL ALUM. STOREFRONT, PRE-FINISHED DOOR SCHEDULE STOREFRONT DOOR SEE VISION GLASS SEE MANUFACUTRE STOREFRONT DOOR FOR MORE INFO. F.F.1/ 4 " S L O P E 1: 2 1/ 4 " MA X . WEATHER STRIPPING EXPANSION JOINT FILLER CONC. SLAB-SEE STRUCT. THRESHOLD ANODIZ. ALUM. PER SCHEDULE INT. FLOOR FIN. VISION GLASS ANODIZ. ALUM. STOREFRONT SILL-SET IN MASTIC INT. FLOOR FIN. PER SCHEDULE CONC. SLAB-SEE STRUCT. EXPANSION JOINT FILLER CAULKING W/ BACKER ROD- DO NOT BLOCK WEEP HOLES 2% MAX. SLOPE 1/ 2 " M A X . 1/ 2 " M A X . C.M.U. WALL MTL. DOOR (SOLID GROUT) SEE SCHEDULE MTL. DOOR FRAME SEALANT & BACKER ROD SEE SCHEDULE STOREFRONT DOOR JAMB SCALE: N.T.S. STOREFRONT DOOR THRESHOLD SCALE: N.T.S. 2% MAX. SLOPE METAL SIDING BASE TRIM W/ WEEP HOLES @ 12" O.C. SET IN SEALANT -PAINT TO MATCH SIDING SECURE TO EDGE METAL @ FLR DECK EDGE TRIM @ VERTICALPBD PANEL O/ GRADE-D BLDG. PAPER -PAINT TO MATCH SIDING SECURE TO EDGE METAL @ FLR DECK CONCRETE BLOCK AT WALK SCALE: N.T.S. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1516 1 ROOF ACCESS LADDER 7" MIN. SAFETY BAR ON EACH SIDE OF LADDER TO EXTEND 42" ABOVE THE ROOF EDGE 36"x30" ACCESS HATCH BIL-CLIP TAB MEMBRANE TERMINATION FI E L D V E R I F Y E X A C T H E I G H T NOTE: RUNGS TO BE CAPABLE OF WITHSTANDING A 300 LB LOAD 12"x3" EXPANSION BOLT EACH LEG 42 " ROOF RAILING FIBERGLASS REINFORCED POLYMER (FRP), YELLOW, UV RESISTANT & FIRE RETARDANT (Ø1.91) 42 " A B O V E T H E RO O F S U R F A C E ALUMINUM POST HINGE STAINLESS STEEL TORSION ROD SELF CLOSING (FRP) GATE (Ø1.91) ALUMINUM GATE HINGE STEEL CORNER BRACKETS (HOT DIP GALV.) ALUMINUM POST SUPPORTS BILCO BIL-GUARD TYPE S E F HATCH RAIL SYSTEM SINGLE LEAF ROOF SCUTTLE 4" MA X . 4'- 0 " ± O . C . B E T W E E N EA C H S U P P O R T 12 " TY P . 6" MI N . 2 2/28/2024 6:40:32 PM 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE DATE NO. DESCRIPTION DRAWN BY: DRAWING TITLE SCALE: SHEET NO. REVISION ACRC AS SHOWN unless they are sealed, signed and dated not final and ready for use, and therefore not valid As instruments of service, these documents are of acceptance of these restrictions. or specifications shall constitute conclusive evidence of the Architect. Visual contact with these drawings have been prepared, without the written consent other than the specific project for which they shall be reproduced or used for any purpose property of the Architect and no part thereof and arrangements represented thereby are the These drawings, specifications, ideas, designs 5120 HAMNER AVE # 140 EASTVALE, CA 91752 951.454.8801 PROJECT DATE: FEB. 08, 2023 PLAN CHECK NO. A R C ESIGN www.acrcdesigns.com P.C. CORRECTION12/27/23 P.C. CORRECTION28/25/23 P.C. CORRECTION32/25/24 ARCHITECTURAL DETAILS A7.2 4'-0" MAX. 5/8" W.R. GYP. BD. GRID SYSTEM BASED ON ARMSTRONG DRYWALL GRID SYSTEM. (SEE WWW.ARMSTRONG.COM\SEISMIC FOR ADDITIONAL INFO & TEST SUMMARIES) 12 GA. WIRE WITH THREE TIGHT TURNS IN 1-1/2" AT BOTH ENDS (48" O.C. MAX SPACING)4" MIN MAIN BEAM @ 48" O.C. 5/8" GYP. BD. CEILING w/ #6.5 (1 1/4")SCREWS @ 7" O/C MAX AT ALL SUPPORTS, INCLUDING PERIMETER BLOCKING & NOT MORE THAN 3/8" FROM EDGES & ENDS OF GYP. BD. SPLAY WIRE 45° MAX. CROSS TEE @ 24" O.C. 24 GA. GALV. STEEL STUD COMPRESSION POST. SPACE NO MORE THAN 12' x 12' AREA, SAME AS SPLAY WIRE.- SCREW TO STRUCTURE & MAIN RUNNER PER MANUF'S INSTALLATION INSTRUCTIONS KAM 12 WALL MOULDING ACOUSTICAL CEILING PANEL No. 12 GA MIN. PLAN ELEVATION 90° 90° NOTE: 1. TIE TWO ADJACENT WALLS TO CEILING MAIN AND CROSS RUNNERS 2. SPRINKLER HEADS OR OTHER PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. FI N I S H C E I L I N G H E I G H T 4'-0" MAX. 8" 12'-0" O.C. 3/8" 3/8" MIN. CLR. 8" 4 5 ° CR O S S R U N N E R OR M A I N R U N N E R 8" 12 ' - 0 " O . C . 4' - 0 " MA X . 2 - EA. WAY AND WITHIN 4'-0" OF INDEPENDENT CADY SUPPORT CLIP AT EA. AT EA. LIGHT PERIMETER WALLS CONNECTION MAIN RUNNER INTERSECTIONS. CROSS TEE EXTEND TO AND FASTEN TO 1/2" E.M.T. DIA. 3/4" MTL. ANGLE L 3 x 3 x 3/16 L 2 x 2 x 1/8 8" MAX TERMINATION END OF ALL RUNNERS 1" 3'-9" 6'-6" 5'-2" GREATER THAN 6'-6" MAX. MAX. LENGTH MAX. LENGTH LESS THAN 6'-6" STRUT SHALL BE ADEQUATE TO INSTALL BRACING AT 12'-0" O.C. (4) 12 GA. SPLAY WIRES IN PLANE RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES. OF EA. RUNNER, VERTICAL ANGLE WIRES APPROXIMATELY 2" FROM 45 DEGREES MAX. SECURE ALL 12. GA. WIRE THREADED THROUGH. STRUCTURAL MEMBERS ABOVE. FASTEN TO THE MAIN RUNNER AND SQUARE TUBING OR PIPE STRUT STRUT PER A.S.T.M. C635 AND C636 HEAVY DUTY PER CBC 2010 CROSS TEES @24" O.C. - TYP. NOTE: AND TILE LAYOUT AND IN BOTH DIRECTIONS AT 12'-0" THEREAFTER. MAIN TEE @ 48" O.C. TYP. TAPPING SCREWS AT EA. STUD CONTINUOUS ANGLE W/ SELF FINISHED FACE OF WALL OR SOFFIT LAY-IN ACCOUSTICAL CEILING PANEL 4'-0" TYP. TO EACH OTHER (4 WIRES) BEGINNING 4'-0" FROM STARTING POINT OF GRID INSTALL CEILING GRID USING NO. 12 GA SPLAY WIRE HANGERS @ 45/90 8" MAX 3/4" TYP. GYPSUM BOARD CEILING SCALE: N. T. S. CEILING CONNECTION AT WALL SCALE: N. T. S. CEILING SUSPENSION SYSTEM SCALE: N. T. S. CEILING STRUCT BRACING SCALE: N. T. S. RESTRAIN CEILING SYSTEM AT TWO ADJACENT WALLS, LEAVING REMAINING WALLS UNRESTRAINED RESTRAINED JOINTA UNRESTRAINED JOINTB "DONN" TELESCOPIC COMPRESSION STRUT 12 GA. WIRE WITH THREE TIGHT TURNS IN 1 1/2" AT BOTH ENDS SPLICES WILL BE THRU CONNECTION POP RIVET TO CEILING RUNNERS, FINISH TO MATCH CEILING SYSTEM HANGER WIRE @ 48" O.C. MAX. SPLAY WIRE 8" MAX. OR 1/4 OF THE LENGTH OF THE END LEDGER ANGLE WITH #8 SELF-TAPPING S.M.S. AT EACH STUD (TYP.) 2" MAX.MAX. 2" 4'-0" MAX. 45° MAX. 8" MAX. STRUT OR 16 GA. WIRE CONCEALED METAL POP RIVET TO CEILING ACOUSTICAL PANELS RUNNERS (TYP.) WALL (TYP.) INTERLOCK WALL AT 12" O.C. WIRES PARALLEL TO ONE PAIR OF BRACING MAIN RUNNER (TYP.) SPLAY WIRE 12 MIN. GA. HANGER WIRE @ 48" O.C. MAX. FOR MAIN RUNNERS & @ 24" O.C. FOR CROSS MEMBERS (ALTERNATE METHOD IF "A" IS NOT POSSIBLE) SUSPENDED LAY-IN PANEL CEILING SCALE: N. T. S. PER FINISH SCHEDULE GYP. BD. IN RESTROOM) (USE WATER RESISTANCE FOR NEW FINISH PREPARE AS REQUIRED TAPE AND SAND JOINTS BASE TRACK (E) CONC. SLAB 5/8" GYP. BD. - TYP DETAIL "A" DETAIL "B" TILE OVER 5/8" GYP. BD. TAPE ON 3/4" BULLNOSE MTL. STUD INT. FIN. OVER 5/8" GYP. BD. MTL. STUD CORNER BEAD (BEADEX) 2" CONTINUOUS BEAD OF CAULKING, TYP AT ALL EDGES OF GYP.BD. DOOR, SEE SCHEDULE H.M. FRAME, TYPICAL SHIM AS REQUIRED METAL STUD HEADER GYP.BD. @ EA. SIDE, TYPICAL. SE E S C H E D VARIES DOOR FRAME ANCHORS, TYPICAL, (3) PER JAMB. 2" TYP. CONTINUOUS BEAD OF CAULKING, TYPICAL AT ALL EDGES OF GYP.BD. DOUBLE METAL STUDS DOOR, SEE SCHEDULE GYP.BD. @ EA. SIDE, TYPICAL. HM FRAME TYPICAL 1/2" DRYWALL APPLIED HORIZONTALLY 1" TYPE S DRYWALL SCREWS @ 8" O.C. TYP OR VERTICALLY W/ VERTICAL JOINT OVER STUDS. (N) #8 SCREW @ 32 " O.C. TYP. STUD TO STUD GYP. BD. IN RESTROOM) (USE WATER RESISTANCE FOR NEW FINISH PREPARE AS REQUIRED TAPE AND SAND JOINTS 5/8" GYP. BD. - TYP TAPE ON 3/4" BULLNOSE CORNER BEAD (BEADEX) INT. FIN. OVER 5/8" GYP. BD. INT. FIN. OVER 5/8" GYP. BD. FASTENER @ 24" O.C. (ICC-ES ESR-2269) HILTI X-U 37 P8 SOUND INSULATION -PER OWNER ONE LAYER 5/8" GYP. BD. EACH SIDE SEE STRUCTURAL CEILING WHERE OCCURS METAL STUD MODEL #305S125-30 1 1/4"x3 1/2"x20 GA. METAL STUDS @ 16" O.C. TRACK PER ICC-ES ESR-3064P ROOF FRAMING CONTINUOUS METAL TRACK INTERIOR DOOR HEAD SCALE: N. T. S. INTERIOR DOOR JAMB SCALE: N. T. S. WALL TO FLOOR CONNECTION SCALE: N. T. S. NON-COMBUSTIBLE WAL DETAIL SCALE: N. T. S. METAL STUD WALL INTERSECTION SCALE: N. T. S. METAL STUD WALL CORNER DETAIL SCALE: N. T. S. METAL STUD MODEL #305S125-30 1 1/4"x3 1/2"x20 GA. METAL STUDS @ 16" O.C. TRACK PER ICC-ES ESR-3064P METAL STUD MODEL #305S125-30 1 1/4"x3 1/2"x20 GA. METAL STUDS @ 16" O.C. TRACK PER ICC-ES ESR-3064P METAL STUD MODEL #305S125-30 1 1/4"x3 1/2"x20 GA. METAL STUDS @ 16" O.C. TRACK PER ICC-ES ESR-3064P SE E S T R U C T U R A L D W G S HILTI X-U 37 P8 FASTENER @ 24" O.C. (ICC-ES ESR-2269) MIN. 3/4" MIN. 3/4" MIN. 2" 11 10 9 8 7 6 1 4 5 3 2 1 METAL STUD WALL DETAIL SCALE: N. T. S. 12 CONCRETE BLOCKS * - NOMINAL 6 BY 8 IN. HOLLOW OR SOLID. CLASSIFICATION D-2 (2 HR.) ANCHOR CONCRETE PRODUCTS INC. 1. FIRE RATING OF CONCRTE MASONRY WALLS EXPANDED CLAY, SHALE OR SLATE AGGREGATES WIDTH (W) 1 HORIZONTAL SECTION 2 WI D T H NOMINAL SPECIFIED PARTIAL GROUTED OR HOLLOW MASONRY HORIZONTAL SECTION PARTIAL GROUTED OR HOLLOW MASONRY 1 WI D T H 2 4"3 5/8"LESS THAN 1 HOUR 2 HOURS 1 HOUR6"5 5/8"4 HOURS 2 HOUR7 5/8"8"4 HOURS 2. NOTES: FIRE RATED MASONRY CONTROL JOINTS SCALE: N. T. S. 14 FOR RATINGS UP TO AND INCLUDING 2 HOURS JOINT WIDTH 1/2" MAXIMUM CONTROL GASKET JOINT BACKING CAULK ALLOWABLE COMPRESSIVE STRESS OF 57% OF MAX. ALLOWABLE COMPRESSIVE STRESS IN ACCORDANCE WITH THE EMPIRICAL DESIGN METHOD. ALLOWABLE COMPRESSIVE STRESS OF 75.6% OF MAX. ALLOWABLE COMPRESSIVE STRESS IN ACCORDANCE WITH THE EMPIRICAL DESIGN METHOD. MORTAR - BLOCKS LAID IN FULL BED OF MORTAR, NOM. 3/8" IN. THICK, OF NOT LESS THAN 2-1/4" AND NOT MORE THAN 3-1/2 PARTS OF CLEAN SHARP SAND TO 1 PART PORTLAND CEMENT (PROPORTIONED BY VOLUME) AND NOT MORE THAN 50 PERCENT HYDRATED LIME (BY CEMENT VOLUME). VERTICAL JOINTS STAGGERED. 1. THE FIRE RESISTIVE RATINGS OF THE VARIOUS THICKNESSES OF CONCRETE MASONRY WALLS (REINFORCED OR SOLID GROUTED) HAVE BEEN CALCULATED BASED ON CALIFORNIA BUILDING CODE TABLE NO. 720.1(2), ITEMS 3-1.1 THROUGH 3-1.4 BY THE EQUIVALENT THICKNESS METHOD USING THE MINIMUM THICKNESS OF THE FACE SHELLS & WEBS SPECIFIED IN CBC STANDARD NO. 21-4 2. DETERMINING THE FIRE RESISTANCE RATINGS OF CONCRETE MASONRY WALLS USING BLENDED AGGREGATES, REFER TO FOOTNOTE 17 TO TABLE 720.1(2) OF THE CBC FIRE RATED CMU WALL DETAIL SCALE: N. T. S. 13 2 2/28/2024 6:41:25 PM TITLE 24 ENERGY STANDARD NOTES - · · DRAWING TITLE TRICOLOR ENGINEERING SHEET NUMBER M- ARCHITECT SITE ADDRESS: PROJECT NAME: REEN I G N E L A NOIS I C H E N AINROFIL AH EFORPDERETSIGER YO N G H U CFOET A T S C E M A S M 38319 LACIN Henry Chen Principal ACRC Design Group 4403 Riverside Drive, Suite 'A' Chino, CA 91710 951-454-8801 www.acrcdesigns.com 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE ACRC Design Group 1.0 DRAWING TITLE TRICOLOR ENGINEERING SHEET NUMBER M- ARCHITECT SITE ADDRESS: PROJECT NAME: REEN I G N E L A NOIS I C H E N AINROFIL AH EFORPDERETSIGER YO N G H U CFOET A T S C E M A S M 38319 LACIN Henry Chen Principal ACRC Design Group 4403 Riverside Drive, Suite 'A' Chino, CA 91710 951-454-8801 www.acrcdesigns.com 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE ACRC Design Group 1.1 DRAWING TITLE TRICOLOR ENGINEERING SHEET NUMBER M- ARCHITECT SITE ADDRESS: PROJECT NAME: REEN I G N E L A NOIS I C H E N AINROFIL AH EFORPDERETSIGER YO N G H U CFOET A T S C E M A S M 38319 LACIN Henry Chen Principal ACRC Design Group 4403 Riverside Drive, Suite 'A' Chino, CA 91710 951-454-8801 www.acrcdesigns.com 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE ACRC Design Group 1.2 SL O P E 1/ 4 " : 1 2 EX I T EX I T EX I T OFFICE B 95 1 / 150 2 WAREHOUSE S2 1,152 1 / 500 3 OFFICE B 100 1 / 150 2 WAREHOUSE S2 1,127 1 / 500 3 OFFICE B 95 1 / 150 2 WAREHOUSE S2 1,106 1 / 500 3 DRAWING TITLE TRICOLOR ENGINEERING SHEET NUMBER M- ARCHITECT SITE ADDRESS: PROJECT NAME: REEN I G N E L A NOIS I C H E N AINROFIL AH EFORPDERETSIGER YO N G H U CFOET A T S C E M A S M 38319 LACIN Henry Chen Principal ACRC Design Group 4403 Riverside Drive, Suite 'A' Chino, CA 91710 951-454-8801 www.acrcdesigns.com 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE ACRC Design Group 2.0 SL O P E 1/ 4 " : 1 2 SL O P E 1/ 4 " : 1 2 SL O P E 1/ 4 " : 1 2 DRAWING TITLE TRICOLOR ENGINEERING SHEET NUMBER M- ARCHITECT SITE ADDRESS: PROJECT NAME: REEN I G N E L A NOIS I C H E N AINROFIL AH EFORPDERETSIGER YO N G H U CFOET A T S C E M A S M 38319 LACIN Henry Chen Principal ACRC Design Group 4403 Riverside Drive, Suite 'A' Chino, CA 91710 951-454-8801 www.acrcdesigns.com 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE ACRC Design Group 2.1 DRAWING TITLE TRICOLOR ENGINEERING SHEET NUMBER M- ARCHITECT SITE ADDRESS: PROJECT NAME: REEN I G N E L A NOIS I C H E N AINROFIL AH EFORPDERETSIGER YO N G H U CFOET A T S C E M A S M 38319 LACIN Henry Chen Principal ACRC Design Group 4403 Riverside Drive, Suite 'A' Chino, CA 91710 951-454-8801 www.acrcdesigns.com 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE ACRC Design Group 3.1 DRAWING TITLE TRICOLOR ENGINEERING SHEET NUMBER M- ARCHITECT SITE ADDRESS: PROJECT NAME: REEN I G N E L A NOIS I C H E N AINROFIL AH EFORPDERETSIGER YO N G H U CFOET A T S C E M A S M 38319 LACIN Henry Chen Principal ACRC Design Group 4403 Riverside Drive, Suite 'A' Chino, CA 91710 951-454-8801 www.acrcdesigns.com 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE ACRC Design Group 3.2 DRAWING TITLE TRICOLOR ENGINEERING, INC. SHEET NUMBER P- ARCHITECT SITE ADDRESS: PROJECT NAME: REEN I G N E L ANOIS I C H E N AINROFIL AH EFORPDERETSIGER YO N G H U CFOET A T S C E M A S M 38319 LACIN LA PORTE WAREHOUSE 142 LA PORTE STREET ARCADIA, CA. 91006 ACRC Design Group Henry Chen Principal ACRC Design Group 4403 Riverside Drive, Suite 'A' Chino, CA 91710 951-454-8801 www.acrcdesigns.com 0.1 DRAWING TITLE TRICOLOR ENGINEERING, INC. SHEET NUMBER P- ARCHITECT SITE ADDRESS: PROJECT NAME: REEN I G N E L ANOIS I C H E N AINROFIL AH EFORPDERETSIGER YO N G H U CFOET A T S C E M A S M 38319 LACIN LA PORTE WAREHOUSE 142 LA PORTE STREET ARCADIA, CA. 91006 ACRC Design Group Henry Chen Principal ACRC Design Group 4403 Riverside Drive, Suite 'A' Chino, CA 91710 951-454-8801 www.acrcdesigns.com 0.2 癋 01 WH 01 EX 癋 DRAWING TITLE TRICOLOR ENGINEERING, INC. SHEET NUMBER P- ARCHITECT SITE ADDRESS: PROJECT NAME: REEN I G N E L ANOIS I C H E N AINROFIL AH EFORPDERETSIGER YO N G H U CFOET A T S C E M A S M 38319 LACIN LA PORTE WAREHOUSE 142 LA PORTE STREET ARCADIA, CA. 91006 ACRC Design Group Henry Chen Principal ACRC Design Group 4403 Riverside Drive, Suite 'A' Chino, CA 91710 951-454-8801 www.acrcdesigns.com 0.3 VENT PIPE THROUGH ROOF DETAIL TRAP PRIMER DETAILPIPE HANGING DETAIL CONDENSATE TO TAILPIECE DETAIL PIPING SUPPORT DETAIL 1' - 6 " PARAPET 1'-0" ROOF DRAIN 1 1 6'-0" X 3'-0" WELL (VERIFY) MIN. 6" ROUND ROOF DRAIN WITH GALVANIZED CAST IRON PROVIDE GALV. MTL. SUMP RECEIVER SEE PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION. ROOFING CONTRACTOR TO INSTALL 4 LB LEAD SHEET OVER COMPLETED ROOF MEMBRANE AND STRIPPED IN PRIOR TO FINIAL SURFACING. 2'-6" SLOPE OF ROOF BEYOND OVERFLOW SYSTEM INLETS SHALL BE LOCATED 2" ABOVE LOW POINT OF ROOF STRUCTURAL DRAWINGS NOTES: LEDGER. SEE 2 x 3 DRAIN SUPPORTS 2'-0" MIN. 1'-0" PLATE DOME STRAINER 4" MI N . 2" A B O V E LO W P O I N T CLAMP ASSEMBLY UNDERDECK COPPER. SEE NOTE NO. 2. 4 LB. SHEET OR 16 OZ. SOFT TOP OF SHEATHING AT LOW POINT ADJACENT 1'-6" CAST IRON DOME STRAINER,ROOF DRAIN WITH GALV. MIN. 6" ROUND OVERFLOW DAM COLLAR ROOFING 2" WATER 1. 2. 3. LINE OF BRACING, SEE STRUCT. LOW POINT OF ROOF DRAIN WELL. ROOF DRAIN & OVERFLOW SL O P E 1/ 4 " : 1 2 EX I T EX I T EX I T OFFICE B 95 1 / 150 2 WAREHOUSE S2 1,152 1 / 500 3 OFFICE B 100 1 / 150 2 WAREHOUSE S2 1,127 1 / 500 3 OFFICE B 95 1 / 150 2 WAREHOUSE S2 1,106 1 / 500 3 AL L E Y DRAWING TITLE TRICOLOR ENGINEERING, INC. SHEET NUMBER P- ARCHITECT SITE ADDRESS: PROJECT NAME: REEN I G N E L ANOIS I C H E N AINROFIL AH EFORPDERETSIGER YO N G H U CFOE T A T S C E M A S M 38319 LACIN LA PORTE WAREHOUSE 142 LA PORTE STREET ARCADIA, CA. 91006 ACRC Design Group Henry Chen Principal ACRC Design Group 4403 Riverside Drive, Suite 'A' Chino, CA 91710 951-454-8801 www.acrcdesigns.com 1.0 PLUMBING SITE PLAN SCALE: 3/16" = 1' 1 P-1.0 N SL O P E 1/ 4 " : 1 2 EX I T EX I T EX I T OFFICE B 95 1 / 150 2 WAREHOUSE S2 1,152 1 / 500 3 OFFICE B 100 1 / 150 2 WAREHOUSE S2 1,127 1 / 500 3 OFFICE B 95 1 / 150 2 WAREHOUSE S2 1,106 1 / 500 3 DRAWING TITLE TRICOLOR ENGINEERING, INC. SHEET NUMBER P- ARCHITECT SITE ADDRESS: PROJECT NAME: REEN I G N E L ANOIS I C H E N AINROFIL AH EFORPDERETSIGER YO N G H U CFOE T A T S C E M A S M 38319 LACIN LA PORTE WAREHOUSE 142 LA PORTE STREET ARCADIA, CA. 91006 ACRC Design Group Henry Chen Principal ACRC Design Group 4403 Riverside Drive, Suite 'A' Chino, CA 91710 951-454-8801 www.acrcdesigns.com 1.1 PLUMBING PLAN (COLD AND HOT WATER) SCALE: 1/4" = 1' 1 P-1.1 N SL O P E 1/ 4 " : 1 2 EX I T EX I T EX I T OFFICE B 95 1 / 150 2 WAREHOUSE S2 1,152 1 / 500 3 OFFICE B 100 1 / 150 2 WAREHOUSE S2 1,127 1 / 500 3 OFFICE B 95 1 / 150 2 WAREHOUSE S2 1,106 1 / 500 3 DRAWING TITLE TRICOLOR ENGINEERING, INC. SHEET NUMBER P- ARCHITECT SITE ADDRESS: PROJECT NAME: REEN I G N E L ANOIS I C H E N AINROFIL AH EFORPDERETSIGER YO N G H U CFOE T A T S C E M A S M 38319 LACIN LA PORTE WAREHOUSE 142 LA PORTE STREET ARCADIA, CA. 91006 ACRC Design Group Henry Chen Principal ACRC Design Group 4403 Riverside Drive, Suite 'A' Chino, CA 91710 951-454-8801 www.acrcdesigns.com 1.2 PLUMBING PLAN (WASTE AND VENT) SCALE: 1/4" = 1' 1 P-1.2 N SL O P E 1/ 4 " : 1 2 SL O P E 1/ 4 " : 1 2 SL O P E 1/ 4 " : 1 2 DRAWING TITLE TRICOLOR ENGINEERING, INC. SHEET NUMBER P- ARCHITECT SITE ADDRESS: PROJECT NAME: REEN I G N E L ANOIS I C H E N AINROFIL AH EFORPDERETSIGER YO N G H U CFOE T A T S C E M A S M 38319 LACIN LA PORTE WAREHOUSE 142 LA PORTE STREET ARCADIA, CA. 91006 ACRC Design Group Henry Chen Principal ACRC Design Group 4403 Riverside Drive, Suite 'A' Chino, CA 91710 951-454-8801 www.acrcdesigns.com 1.3 ROOF DRAIN PLAN SCALE: 1/4" = 1' 1 P-1.3 N A AC A/C AIC AFC AFF AFG AF ABV AL ARCH AS AT ATS AWG B/G BKBD BEL C CATV CCTV CB CLG CLF CLR CO COAX CONC CONN AMPERES ALTERNATING CURRENT AIR CONDITIONING AMPERES INTERRUPTING CAPACITY AVAILABLE FAULT CURRENT ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AMP FRAME/AMP FUSE ABV ALUMINUM ARCHITECT OR ARCHITECTURAL AMP SWITCH AMP TRIP AUTOMATIC TRANSFER SWITCH AMERICAN WIRE GAUGE BELOW GRADE BACKBOARD BELOW CONDUIT WITH WIRE CABLE TELEVISION CLOSED CIRCUIT TELEVISION CIRCUIT BREAKER CEILING CURRENT LIMITING FUSE CLEAR CONDUIT ONLY WITH NYLON PULLCORD COAXIAL CABLE CONCRETE CONNECT OR CONNECTION CONTINUATIONCONT CONTR CPT CU CONTRACTOR CONTROL POWER TRANSFORMER COPPER CURRENT TRANSFORMERCT CW D COLD WATER DEDICATED OUTLET DIRECT CURRENTDC DIA DISC DIST DIAMETER DISCONNECT DISTRIBUTION DAMP LOCATIONDL DB DWGS DISTRIBUTION SWITCHBOARD DRAWINGS EACHEA EB EC EDF EG EF EI ELECT ELEV EMER, EM EMT EXIST, EX °F FA FF FFE FIN FIXT FLUOR FT FTG FVNR G GA GALV GC GD GFI GFR GG GND H HAZMAT HR DEGREES FAHRENHEIT FIRE ALARM 90-MINUTE BATTERY CONNECTED TO UNIT ELECTRICAL CONTRACTOR ELECTRICAL DRINKING FOUNTAIN CONNECTED TO EMERGENCY GENERATOR EXHAUST FAN CONNECTED TO EMERGENCY INVERTER ELECTRICAL ELEVATION/ELEVATOR EMERGENCY ELECTRO-METALLIC TUBING EXISTING EQUIP EQUIPMENT HP HOA HT HTR HZ IG IMC INCAND J-BOX KCM KS KVA KWH LBS LF LOC LT LTG LV MH MANUF MAX MC MCC MCP HOUSE POWER HAND-OFF-AUTOMATIC HEIGHT HEATER HERTZ ISOLATED GROUND INTERMEDIATE METAL CONDUIT INCANDESCENT JUNCTION BOX KILO-CIRCUIT-MIL KNEE SPACE KILO-VOLTAMPERE KILO-WATT-HOUR POUND LINEAL FEET LOCATION LIGHT LIGHTING LOW VOLTAGE MOUNTING HEIGHT MANUFACTURER MAXIMUM MECHANICAL CONTRACTOR MOTOR CONTROL CENTER MOTOR CIRCUIT CENTER MECHANICALMECH MIN MLO MSB MINIMUM MAIN LUGS ONLY MAIN SWITCHBOARD MOUNTEDMTD MTG MOUNTING NC NEC NIC NORMALLY CLOSED NATIONAL ELECTRICAL CODE NOT IN CONTRACT NIGHT LIGHTNL NTS NO NOT TO SCALE NORMALLY OPEN ON CENTEROC OFCI OFOI PB PC PCTC PE PH PIV PL PNL PWR PP Q QTY REC RECEPT REF REQ RM SB SD SF STRUCT SW SWBD TEM TEMP TEL TC POWER POWER POLE OWNER FINISHED CONTRACTOR INSTALLED OWNER FINISHED OWNER INSTALLED PULL BOX PHOTOCELL CONTROL PHOTOCELL/TIMECLOCK CONTROL PNEUMATIC-ELECTRIC PH POST INDICATOR VALVE PILOT LIGHT PANEL PLBG PLUMBING TYP UGPS UL UNO V VA VFD W/ WH WP WT XFMR XL XN TYPICAL UNDERGROUND PULL SECTION UNDERWRITERS LABORATORIES UNLESS NOTED OTHERWISE VOLTS VOLTAMPERE VARIABLE FREQUENCY DRIVE WITH WATER HEATER WEATHER PROOF WEIGHT TRANSFORMER EXISTING TO BE RELOCATED NEW LOCATION OF RELOCATED FIXTURE FINISHED FLOOR, FURNITURE FEED FINISH FLOOR ELEVATION FINISH OR FINISHED FIXTURE FLUORESCENT FEET OR FOOT FOOTING FULL VOLTAGE NON-REVERSING GROUND BUS OR WIRE GAUGE GALVANIZED GENERAL CONTRACTOR GARBAGE DISPOSAL GROUND FLOOR RELAY GREEN GROUND GROUND HORIZONTAL HAZARDOUS MATERIAL HOUR AFCI ARC FAULT CIRCUIT INTERRUPTER GFCI GROUND FAULT CIRCUIT INTERRUPTER GROUND FAULT INTERRUPTER KW KILO-WATT MCB MAIN CIRCUIT BREAKER N NEUTRAL PVC POLYVINYL CHLORIDE FIXTURES WITH QUARTZ RESTRIKE QUANTITY RECESSED RECEPTACLE REQUIREMENTS RIGID GALVANIZED STEEL REFRIGERATOR STANDBY ROOM RGS SMOKE DETECTOR SQUARE FEET STRUCTURAL SWITCH SWITCHBOARD SWICHGEAR TEMPORARY TEMPERATURE TELEPHONE SPEC SPECIFICATION SWGR TIMECLOCK XR EXISTING TO BE REMOVED ABBREVIATIONS AND DESCRIPTIONS SCOPE OF WORK 1.THIS ELECTRICAL DRAWINGS, WHICH CONSTITUTE AN INTEGRAL PART OFTHISCONTRACT SERVES AS THE WORKING DRAWINGS AND INDICATES THE GENERAL LAYOUT OF THE ELECTRICAL SYSTEM. FIELD VERIFICATION OF LOCATIONS ON PLANS IS REQUIRED SINCE ACTUAL LOCATIONS, DISTANCES AND MOUNTING HEIGHTS WILL BE GOVERNED BY FIELD CONDITIONS. 2.ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH CALIFORNIA CODES AND GOVERNING AUTHORITIES. NOTHING IN THESE PLANS OR SPECIFICATIONS SHALL BE DEEMED AS PERMISSION TO VIOLATE THESE CODES AND AUTHORITIES. 3.AS A MINIMUM, CONSTRUCTION SHALL COMPLY WITH THE 2019 CEC (OR LATEST ISSUE ADOPTED BY THE ENFORCING JURIDICAL). 4.CONDUITS AND CONSTRUCTION FOR UTILITY SERVICES SHOWN ON THESE DRAWING ARE FOR PRELIMINARY REFERENCE ONLY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH FINAL PLANS OF THE SERVING UTILITY COMPANIES. 5.THE MAIN ELECTRICAL SERVICE GROUND BUS SHALL BE GROUNDED TO CONCRETE ENCASED ELECTRODE (UFER) IN ACCORDANCE WITH SECTION 250-50 OF NEC, AND ALSO BONDED TO THE PIPING SYSTEMS PER SECTION 250-104 OF NEC. 6.ALL WIRE, UNLESS NOTED OTHERWISE, SHALL BE COPPER, UL, LISTED FOR 600 VOLTS, #12 AWG (FOR CIRCUITS OF 100 VOLTS AND ABOVE). INSULATION SHALL BE DUAL RATED THHN/THWN UNLESS NOTED OTHERWISE. ALUMINUM CONDUCTORS IF INDICATED SHALL BE OF COMPACTED STRAND CONSTRUCTION AND TERMINATED WITH UL LISTED TERMINATING ADAPTERS. 7.ALL FUSES SHALL BE OF THE DUAL ELEMENT CURRENT LIMITING, REJECTION TYPE, UNLESS NOTED OTHERWISE. 8.THE ELECTRICAL CONTRACTOR SHALL PROVIDE SUPPORT FOR ALL FIXTURES AND ELECTRICAL EQUIPMENTS TO COMPLY WITH THE SEISMIC REQUIREMENTS OF THE CALIFORNIA BUILDING CODE AND ALL LOCAL ORDINANCES. THE ELECTRICAL CONTRACTOR SHALL VERIFY WHO IS PROVIDING SUPPORT WIRE FOR ALL LIGHTING FIXTURES IN SUSPENED CEILINGS AS REQUIRED BY CODE, AND INCLUDE SAME IF NOT COVERED BY ANOTHER TRADE. 9.UNDERGROUND OR UNDER SLAB CONDUITS SHALL BE PVC SCHEDULE 40 UNLESS NOTED OTHERWISE. ALL NON-METALLIC CONDUIT SHALL CONTAIN AN APPROPRIATELY SIZED EQUIPMENT GROUNDING CONDUCTOR. CONDUIT ABOVE GRADE WHERE NOT EXPOSED TO SEVERE PHYSICAL DAMAGE SHALL BE EMT. ALL OTHER CONDUIT SHALL BE IMC OR GALVANIZED RIGID CONDUIT, EXCEPT AS OTHERWISE INDICATED. CONCEALED CONDUIT MAY BE ARMORED CABLE, FLEX, OR EMT. 10.ALL DEVICE PLATES SHALL BE PLASTIC OF THE STANDARD COLOR AS SELECTED BY THE ARCHITECT. 11.ALL ROOF PENETRATIONS SHALL BE FLASHED AND SEALED PROPERLY. 12.THE ENTIRE WIRING SYSTEM SHALL BE TESTED FOR SHORT CIRCUITS, GROUNDS, AND SUFFICIENT INSULATION RESISTANCE BETWEEN CONDUCTORS AND TO GROUND. 13.ALL OVER CURRENT DEVICES SHALL BE AT LEAST 75 ¡ãC RATED. 14.ALL METAL CONDUITS AND FITTINGS SHALL BE LISTED FOR GROUNDING CONTINUITY. 15.MULTIWIRE CIRCUITS SHALL NOT BE INSTALLED. 16.ELECTRICAL EQUIPMENT AND MATERIAL TO BE LISTED, LABELED, AND INSTALLED PER THE CEC, THE INSTALLATION STANDARDS/MANUFACTURER'S RECOMMENDATIONS AND, IF REQUIRED, A RECOGNIZED ELECTRICAL TESTING LABORATORY. (CEC 110.2) 17.PANEL HOMERUN DESIGNATIONS: PL 1&3&5 =ONE THREE PHASE, 3-WIRE CIRCUIT, NO NEUTRAL TO A 3-POLE CIRCUIT BREAKER IN PANEL "PL". PL 2&4 =ONE SINGLE PHASE, 2-WIRE CIRCUIT, NO NEUTRAL TO A 2-POLE CIRCUIT BREAKER IN PANEL "PL". PL 1,3,5 =THREE SINGLE PHASE CIRCUITS WITH SEPARATE NEUTRAL FOR EACH CIRCUIT TO 1-POLE CIRCUIT BREAKER IN PANEL "PL". 18.CEC 110.2 APPROVAL: ALL ELECTRICAL EQUIPMENT SHALL BE LABELED, LISTED, OR CERTIFIED BY NATIONALLY RECOGNIZED TESTING LABORATORY ACCREDITED BY THE UNITED STATES OCCUPATIONAL SAFETY HEALTH ADMINISTRATION. 19.BEES 130.5(C) VOLTAGE DROP: THE MAXIMUM COMBINED VOLTAGE DROP ON BOTH INSTALLED FEEDER CONDUCTORS AND BRACH CIRCUIT CONDUCTORS TO THE FARTHEST CONNECTED LOAD OR OUTLET SHALL NOT EXCEED 5 PERCENT. 1.PENETRATE NO STRUCTURAL ELEMENTS INCLUDING SHEAR WALLS, WITHOUT WRITTEN CONSENT OF ARCHITECT. 2.PROVIDE CONDUIT ONLY FROM MECHANICAL UNITS TO RESPECTIVE CONTROL DEVICES (T-STAT., BY-PASS TIMER, ENERGY MANAGEMENT SYSTEM, ETC). COORDINATE LOCATIONS AND REQUIREMENTS WITH MECHANICAL CONTRACTOR/DRAWINGS, AND COMPLY. 3.REFER TO MECHANICAL DRAWINGS/CONTRACTOR FOR CONTROLS AND OTHER WORK REQUIRED BUT NOT SHOWN HERE, AND COMPLY. E.C. IS ALSO TO PROVIDE CONDUITS REQUIRED FOR LOW-VOLTAGE CONTROL WIRING (BY OTHERS). 4.FUSES FOR MECHANICAL EQUIPMENT ARE TO BE CLASS "RK-1", "BUSS" TYPE "LPN-RK" (208V), OR "LPS-RK" (480V,) "LOW-PEAK". EQUIPMENT NAMEPLATE RATING SUPERCEDES DESIGN VALUES. 5.ALL MECHANICAL AND EQUIPMENT AND DISCONNECT SWITCHES TO BE MARKED. 6.ALL FLEX CONDUIT SHALL CARRY A COPPER BONDING WIRE, SIZED PER NEC TABLE 250-122. 7.ALL ROOF MOUNTED AND EXTERIOR EQUIPMENT SHALL BE RATED WEATHERPROOF (NEMA 3R). 8.CONTRACTOR IS TO PROVIDE ADEQUATE SUPPORT FOR ROOF-MOUNTED EQUIPMENT. 9.NO CONDUIT IS TO RUN ON ROOF FOR MORE THAN 4'-0", ALL OTHER CONDUIT IS TO RUN BELOW ROOF AND STUB THRU NEAR EQUIPMENT. VERIFY LOCATIONS OF ALL STUB-UPS WITH MECHANICAL DRAWINGS/CONTRACTOR PRIOR TO ROUGH-IN, AND COMPLY. ALL ELECTRICAL PENETRATIONS THRU ROOF SHALL BE FLASHED. COORDINATION NOTEGENERAL ELECTRICAL NOTES SINGLE LINE SYMBOLS AND DESCRIPTIONS M PANEL A (N) N E L ATS G M M A V GFCI DM IACB SPD LSI LSIG AMP METER AUTOMATIC TRANSFER SWITCH CIRCUIT BREAKER CURRENT TRANSFORMER GENERATOR SIZE AS NOTED DRAW-OUT CIRCUIT BREAKER EXTERNALLY OPERATED CIRCUIT BREAKER FUSED SWITCH GROUND FAULT CIRCUIT INTERRUPTER GROUNDING ELECTRODE AND CONDUCTOR DIGITAL METER INSULATED AIR CIRCUIT BREAKER CIRCUIT BREAKER WITH ELECTRONIC SENSING, TIMING AND TRIPPING CONTROL WITH FIELD INTERCHANGEABLE TRIP UNITS. PROVIDE TRUE RMS FUNCTIONS WITH DISCRETE FIELD ADJUSTABLE SETTINGS INDEPENDENT OF OTHER ADJUSTMENTS. L. LONG TIME TRIP S. SHORT TIME OVERCURRENT TRIP I. INSTANTANEOUS TRIP CIRCUIT BREAKER WITH ELECTRONIC SENSING, TIMING AND TRIPPING CONTROL WITH FIELD INTERCHANGEABLE TRIP UNITS. PROVIDE TRUE RMS FUNCTIONS WITH DESCRETE FIELD ADJUSTABLE SETTINGS INDEPENDENT OF OTHER ADJUSTMENTS. L. LONG TIME TRIP S. SHORT TIME OVERCURRENT TRIP I. INSTANTANEOUS TRIP G. GROUND FAULT TRIP, GROUND FAULT SENSING INTEGRAL WITH CIRCUIT BREAKER. METER, IN-LINE UTILITY, 200A MAXIMUM METER WITH C.T.s ST PANEL BOARD VOLT METER MOTOR TRANSFORMER TIMER CLOCK SHUNT TRIP SURGE PROTECTION DEVICE CONTRACTORS FIELD VERIFY EXISTING CONDITIONS AND MAKE ELECTRICAL PANELS, CONDUITS, AND LIGHTING FIXTURES, ETC, ADAPTABLE TO EXISTING CONDITIONS. NOTE TO CONTRACTORS: CODE COMPLIANCE CALIFORNIA ELECTRICAL CODE 2019 CALIFORNIA ENERGY CODE 2019 CALIFORNIA BUIDING CODE 2019 CALIFORNIA GREEN BUILDING CODE 2019 REGULATIONS OF ALL OTHER AUTHORITIES HAVING JURISDICTION NEW POWER AND LIGHTING SYSTEM FOR NEW WAREHOUSE. E-0.1 E-0.2 E-1.1 E-1.2 E-2.1 E-2.2 E-3.1 GENERAL NOTES, ELECTRICAL SYMBOL LIST & SHEET INDEX ELECTRICAL SYMBOLS AND DESCRIPTIONS WAREHOUSE POWER PLAN WAREHOUSE EMERGENCY PHOTOMETRICS WAREHOUSE LIGHTING PLAN ROOF POWER PLAN SINGLE LINE DIAGRAM & PHOTOCELL SINGLE LINE DIAGRAM SHEET INDEX E-4.1 INDOOR LIGHTING T24 REPORT E-4.2 INDOOR LIGHTING T24 REPORT REEN I G N E L A NOIS I C H E N AINROFIL TC EFORPDERETSIGER YO N G H U CFOET A T S E L E A S E 21991 LACIR DRAWING TITLE TRICOLOR ENGINEERING, INC SHEET NUMBER E SITE ADDRESS: PROJECT NAME: DESIGNER IN CHARGE 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE 4403 RIVERSIDE DR. SUITE 'A' CHINO, CA 91710 951.454.8801 A R C ESIGN www.acrcdesigns.com 1 2 -0.1 E-2.4 LUMINARIES SCHEDULE & SPECIFICATION SHEETS E-1.3 OUTDOOR POWER PLAN E-2.3 OUTDOOR LIGHTING PLANE & OUTDOOR LIGHTING PHOTOMETRICS E-3.2 ELECTRICAL SITE PLAN & PANEL SCHEDULE E-4.3 OUTDOOR LIGHTING T24 REPORT E-4.4 OUTDOOR LIGHTING T24 REPORT E-4.5 LIGTING CONTROL EQUIPMENT SCHEDULE 1 OC P A 30 SD LA 2'X4' LED LIGHT FIXTURE, SURFACE MOUNTED ON CEILING 2'X4' LED LIGHT FIXTURE, RECESSED IN CEILING. 2'X4' EMERGENCY LED LIGHT FIXTURE, RECESSED IN CEILING. 2'X4' EMERGENCY LED LIGHT FIXTURE, SURFACE MOUNTED ON CEILING 2'X2' LED LIGHT FIXTURE, SURFACE MOUNTED ON CEILING 2'X2' EMERGENCY LED LIGHT FIXTURE, SURFACE MOUNTED ON CEILING 2'X2' LED LIGHT FIXTURE, RECESSED IN CEILING. 2'X2' EMERGENCY LED LIGHT FIXTURE, RECESSED IN CEILING. 1'X4' LED LIGHT FIXTURE, SURFACE MOUNTED ON CEILING 1'X4' LED LIGHT FIXTURE, RECESSED IN CEILING. 1'X4' EMERGENCY LED LIGHT FIXTURE, RECESSED IN CEILING. 1'X4' EMERGENCY LED LIGHT FIXTURE, SURFACE MOUNTED ON CEILING STRIP LIGHT FIXTURE, CEILING MOUNTED OR SUSPENDED LIGHT FIXTURE, RECESSED IN CEILING. LIGHT FIXTURE, PENDANT LIGHT TRACK WITH LIGHTS, SURFACE MOUNTED OR SUSPENDED LIGHT FIXTURE, WALL MOUNTED STRIP EMERGENCY LIGHT FIXTURE, CEILING MOUNTED OR SUSPENDED LIGHT FIXTURE, SURFACE MOUNTED ON CEILING. EMERGENCY LIGHT FIXTURE, RECESSED IN CEILING. EMERGENCY LIGHT FIXTURE, SURFACE MOUNTED ON CEILING. INDICATES: A = FIXTURE TYPE; 30 = WATTAGE PER FIXTURE. ALSO NUMBER ADJACENT TO FIXTURE = CIRCUIT NUMBER, AND LOWER CASE LETTER = CONTROLLING SWITCH. EXIT SIGN WITH EMERGENCY LIGHTS, WALL MOUNTED WITH MINIMUM 90 MINUTES BATTERY PACK EXIT SIGN WITH EMERGENCY LIGHTS, PENDANT, WITH MINIMUM 90 MINUTES BATTERY PACK EMERGENCY LIGHT FIXTURE, WALL MOUNTED DAYLIGHT ZONE DAYLIGHT SENSOR, CEILING MOUNTED PHOTOCELL SENSOR, CEILING MOUNTED WALL MOUNTED DIMMER, +46" WALL MOUNTED DIMMER WITH BUILT IN OCCUPANCY SENSOR, +46" WALL MOUNTED TOGGLE SWITCH, +46" SMOKE DETECTOR DUPLEX RECEPTACLE, 120V, +12" AFF/AFG, UNLESS NOTED OTHERWISE GFCI DUPLEX RECEPTACLE, 120V, +12" AFF/AFG, UNLESS NOTED OTHER WISE SPLIT WIRED DUPLEX RECEPTACLE, ONE RECEPTACLE CONTROLLED BY OCCUPANCY SENSOR, 120V, +12" AFF/AFG, UNLESS NOTED OTHERWISE STAND QUAD, 120V, +12" AFF/AFG, UNLESS NOTED OTHERWISE SPECIAL PURPOSE RECEPTACLE, SINGLE PHASE. CONFIGURATION AND AMPS AS NOTE ON PLAN SPECIAL PURPOSE RECEPTACLE, THREE PHASE. CONFIGURATION AND AMPS AS NOTE ON PLAN FLUSH FLOOR SERVICE BOX WITH TWO DUPLEX RECEPTACLES AND COMBINATION VOICE/DATA OUTLET WITH NUMBER OF VOICE AND DATA JACKS AS NOTED. DUPLEX RECEPTACLE IN FLUSH FLOOR BOX WITH HINGED COVER JUNCTION BOX, RECESSED IN CEILING. JUNCTION BOX, SURFACE MOUNTED ON CEILING DOUBLE DUPLEX RECEPTACLE IN FLUSH FLOOR BOX WITH HINGED COVER JUNCTION BOX, SURFACE MOUNTED ON WALL LA, ELECTRICAL PANEL NAME. PANEL DESIGNATION PULL BOX, SEE SIZE ON DRAWING FLUSH MOUNTED PANEL BOARD, +6'-6" TO TOP SURFACE MOUNTED PANEL BOARD, +6'-6" TO TOP SURFACE MOUNTED CABINET OR EQUIPMENT AS NOTED, +6'-6" TO TOP FLUSH MOUNTED PANEL BOARD OR EQUIPMENT AS NOTED, +6'-6" TO TOP FUSE DISCONNECT SWITCH COMBINATION VOICE/DATA OUTLET WITH NUMBER OF VOICE AND DATA JACKS AS NOTED, +18" OR AS NOTED. TELEPHONE OUTLET, +18" OR AS NOTED. TELEVISION OUTLET, +18" OR AS NOTED. INSTANT HEAT FOR SINKS CM DUPLEX RECEPTACLE, 120V, CEILING MOUNTED CARBON MONOXIDE DETECTOR T TELEVISION OUTLET THERMOSTAT 3 WAY TOGGLE SWITCH 4 WAY TOGGLE SWITCH 3* 4* GD GARBAGE DISPOSAL SMART PANEL S MOTOR STARTER F WALL MOUNTED SWITCH W/ OCCUPANCY SENSOR, +46" EXIT SIGN WITH EMERGENCY LIGHTS, CEILING MOUNTED WITH MINIMUM 90 MINUTES BATTERY PACK LIGHT FIXTURE, PENDANT, WITH MINIMUM 90 MINUTES BATTERY PACK REEN I G N E L A NOIS I C H E N AINROFIL TC EFORPDERETSIGER YO N G H U CFOET A T S E L E A S E 21991 LACIR DRAWING TITLE TRICOLOR ENGINEERING, INC SHEET NUMBER E SITE ADDRESS: PROJECT NAME: DESIGNER IN CHARGE 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE 4403 RIVERSIDE DR. SUITE 'A' CHINO, CA 91710 951.454.8801 A R C ESIGN www.acrcdesigns.com 1 2 -0.2 SL O P E 1/ 4 " : 1 2 EX I T EX I T EX I T OFFICE B 95 1 / 150 2 WAREHOUSE S2 1,152 1 / 500 3 OFFICE B 100 1 / 150 2 WAREHOUSE S2 1,127 1 / 500 3 OFFICE B 95 1 / 150 2 WAREHOUSE S2 1,106 1 / 500 3 2 PA PB PC 2 2 3 3 2 2 3 3 2 2 3 2 2 PA 2 PA 3 PB 2 PC 3 PC 2 33 PB 3 3 3 3 2 2 2 2 PA 8&10 PB 8&10 PC 8&10 WAREHOUSE POWER PLAN SCALE: 1/8"=1' 1 E-1.1 REEN I G N E L A NOIS I C H E N AINROFIL TC EFORPDERETSIGER YO N G H U CFOET A T S E L E A S E 21991 LACIR DRAWING TITLE TRICOLOR ENGINEERING, INC SHEET NUMBER E SITE ADDRESS: PROJECT NAME: DESIGNER IN CHARGE 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE 4403 RIVERSIDE DR. SUITE 'A' CHINO, CA 91710 951.454.8801 A R C ESIGN www.acrcdesigns.com 1 2 -1.1 2P,WP PA 4&6 2P,WP PB 4&6 2P,WP PC 4&6 5 WP,WR HP 5 5 WP,WR F 30AS/15AF F F 30AS/15AF 30AS/15AF FUTURE SOLAR PANEL AREA ROOF POWER PLAN SCALE: 1/4"=1' 1 E-1.2 REEN I G N E L A NOIS I C H E N AINROFIL TC EFORPDERETSIGER YO N G H U CFOET A T S E L E A S E 21991 LACIR DRAWING TITLE TRICOLOR ENGINEERING, INC SHEET NUMBER E SITE ADDRESS: PROJECT NAME: DESIGNER IN CHARGE 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE 4403 RIVERSIDE DR. SUITE 'A' CHINO, CA 91710 951.454.8801 A R C ESIGN www.acrcdesigns.com 1 2 -1.2 1 SL O P E 1/4 " : 1 2 EX I T EX I T EX I T OFFICE B 95 1 / 150 2 WAREHOUSE S2 1,152 1 / 500 3 OFFICE B 100 1 / 150 2 WAREHOUSE S2 1,127 1 / 500 3 OFFICE B 95 1 / 150 2 WAREHOUSE S2 1,106 1 / 500 3 AL L E Y EV CHARGER HP 2&4, 1"C-2#8 & 1#10 GRD. THWN, CU. REEN I G N E L A NOIS I C H E N AINROFIL TC EFORPDERETSIGER YO N G H U CFOET A T S E L E A S E 21991 LACIR DRAWING TITLE TRICOLOR ENGINEERING, INC SHEET NUMBER E SITE ADDRESS: PROJECT NAME: DESIGNER IN CHARGE 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE 4403 RIVERSIDE DR. SUITE 'A' CHINO, CA 91710 951.454.8801 A R C ESIGN www.acrcdesigns.com 1 2 -1.3 OUTDOOR POWER PLAN SCALE: 1/8"=1' 1 E-1.3 1 SL O P E 1/ 4 " : 1 2 EX I T EX I T EX I T OFFICE B 95 1 / 150 2 WAREHOUSE S2 1,152 1 / 500 3 OFFICE B 100 1 / 150 2 WAREHOUSE S2 1,127 1 / 500 3 OFFICE B 95 1 / 150 2 WAREHOUSE S2 1,106 1 / 500 3 4.4 4.3 5.2 4.7 4.9 4.8 4.2 4.1 3.8 3.7 2.6 2.5 3.1 3.2 2.8 3.1 2.7 3.0 2.4 2.5 4.1 4.2 4.1 3.7 3.6 4.1 4.2 4.7 4.2 3.1 3.7 3.8 3.2 3.7 3.7 4.2 4.7 5.2 4.8 4.2 4.6 5.2 5.2 5.4 4.7 4.7 4.1 4.4 3.7 3.7 3.1 3.1 4.7 4.8 4.2 3.6 3.1 2.6 3.5 3.5 3.4 3.4 1.7 1.7 2.8 3.2 3.8 4.5 4.7 4.7 3.2 3.7 4.1 4.7 5.1 5.1 3.2 3.7 4.1 4.7 5.1 4.7 4.3 3.9 4.3 4.2 4.7 4.3 4.8 3.8 4.1 3.4 3.7 3.0 3.5 3.1 3.2 2.8 3.1 2.7 3.0 2.4 2.5 4.1 4.2 4.1 3.7 3.6 3.7 4.2 4.7 4.2 3.1 3.7 3.8 3.2 3.7 3.7 3.2 3.6 4.2 3.6 2.8 WAREHOUSE EMERGENCY PHOTOMETRICS SCALE: 1/4"=1' 1 E-2.1 REEN I G N E L A NOIS I C H E N AINROFIL TC EFORPDERETSIGER YO N G H U CFOET A T S E L E A S E 21991 LACIR DRAWING TITLE TRICOLOR ENGINEERING, INC SHEET NUMBER E SITE ADDRESS: PROJECT NAME: DESIGNER IN CHARGE 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE 4403 RIVERSIDE DR. SUITE 'A' CHINO, CA 91710 951.454.8801 A R C ESIGN www.acrcdesigns.com 1 2 -2.1 SL O P E 1/ 4 " : 1 2 EX I T EX I T EX I T OFFICE B 95 1 / 150 2 WAREHOUSE S2 1,152 1 / 500 3 OFFICE B 100 1 / 150 2 WAREHOUSE S2 1,127 1 / 500 3 OFFICE B 95 1 / 150 2 WAREHOUSE S2 1,106 1 / 500 3 L1B OC OC OC PA 1 PB 1 PC 1 1CE 1C 1CE 1CE 1C 1CE 1C 1CE 1CE 1C 1A 1A 1A 1A 1A 1A 1B 1B 1B P P P PA 5 PB 5 PC 5 P PRIMARY SKYLIT DAYLIT ZONE. PRIMARY SKYLIT DAYLIT ZONE. PRIMARY SKYLIT DAYLIT ZONE. PRIMARY SKYLIT DAYLIT ZONE. WAREHOUSE LIGHTING PLANE SCALE: 1/8"=1' 1 E-2.2 2H LTG TAG# / WATT C,CE/85 B/9 A/23 QTY. 10 6 3 TYPE B UNIT LUMINAIRE SCHEDULE REEN I G N E L A NOIS I C H E N AINROFIL TC EFORPDERETSIGER YO N G H U CFOET A T S E L E A S E 21991 LACIR DRAWING TITLE TRICOLOR ENGINEERING, INC SHEET NUMBER E SITE ADDRESS: PROJECT NAME: DESIGNER IN CHARGE 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE 4403 RIVERSIDE DR. SUITE 'A' CHINO, CA 91710 951.454.8801 A R C ESIGN www.acrcdesigns.com 1 2 -2.2 1 1 1 1 HP 1 HP 3 1D 1D 1D 1D 1D 1D 1D 1D 3F SL O P E 1/ 4 " : 1 2 EX I T EX I T EX I T OFFICE B 95 1 / 150 2 WAREHOUSE S2 1,152 1 / 500 3 OFFICE B 100 1 / 150 2 WAREHOUSE S2 1,127 1 / 500 3 OFFICE B 95 1 / 150 2 WAREHOUSE S2 1,106 1 / 500 3 SL O P E 1/ 4 " : 1 2 EX I T EX I T EX I T OFFICE B 95 1 / 150 2 WAREHOUSE S2 1,152 1 / 500 3 OFFICE B 100 1 / 150 2 WAREHOUSE S2 1,127 1 / 500 3 OFFICE B 95 1 / 150 2 WAREHOUSE S2 1,106 1 / 500 3 2.2 2.4 2.1 1.7 1.5 1.2 2.9 3.1 3.3 2.7 2.3 2.2 3.5 3.6 3.8 3.4 2.9 2.7 4.0 4.1 3.7 3.6 3.1 3.0 3.6 3.7 3.8 3.5 3.4 3.3 3.1 3.2 3.6 3.7 3.5 3.8 2.6 3.6 3.7 3.4 4.2 4.9 3.2 3.6 4.5 4.1 4.0 5.1 5.6 4.1 4.7 5.5 4.8 4.2 55 6.2 4.5 5.2 6.1 4.5 5.3 6.0 6.8 8.8 7.5 8.5 8.7 7.6 6.7 6.1 5.7 6.6 7.6 8.5 8.8 8.0 7.2 6.4 5.5 6.5 7.3 7.9 8.4 9.1 7.2 8.1 8.9 8.3 8.7 8.7 7.8 7.9 8.8 8.3 6.5 7.4 8.1 7.6 7.8 7.8 7.3 7.4 8.1 7.8 5.7 6.5 7.2 6.8 7.1 7.1 6.4 6.5 6.9 6.7 5.1 6.0 6.4 6.1 6.0 6.2 5.5 5.6 6.3 5.8 REEN I G N E L A NOIS I C H E N AINROFIL TC EFORPDERETSIGER YO N G H U CFOET A T S E L E A S E 21991 LACIR DRAWING TITLE TRICOLOR ENGINEERING, INC SHEET NUMBER E SITE ADDRESS: PROJECT NAME: DESIGNER IN CHARGE 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE 4403 RIVERSIDE DR. SUITE 'A' CHINO, CA 91710 951.454.8801 A R C ESIGN www.acrcdesigns.com 1 2 -2.3 OUTDOOR LIGHTING PLAN SCALE: 1/8"=1' 1 E-2.3 POLE LIGHT PEDESTAL DETAIL SCALE: NONE 3 E-2.3 2H LTG TAG# / WATT D/20 QTY. 8 TYPE B UNIT LUMINAIRE SCHEDULE OUTDOOR LIGHTING PHOTOMETRICS SCALE: 1/8"=1' 2 E-2.3 F/66 1 Type C Metalux SSLED-LD5 LTG TAG# / WATT C/85 DESCRIPTION MANUFACTURER, CATALOG# WAREHOUSE PENDENT LTG SERVING AREA REMARK WAREHOUSE LUMINARIES SCHEDULE A/23 RESTROOM METALUX, 22LCRL3040CRECESSED LTG B/15 SURFACE MTD OFFICE SPECTRUM, SX1003RDLEDGV-15L-40KDS10X-GS-SM M.H. 20' 8' 12' METALUX, SSLED-LD5-12-W-UNV-L850-CD-SVPD3 REEN I G N E L A NOIS I C H E N AINROFIL TC EFORPDERETSIGER YO N G H U CFOET A T S E L E A S E 21991 LACIR DRAWING TITLE TRICOLOR ENGINEERING, INC SHEET NUMBER E SITE ADDRESS: PROJECT NAME: DESIGNER IN CHARGE 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE 4403 RIVERSIDE DR. SUITE 'A' CHINO, CA 91710 951.454.8801 A R C ESIGN www.acrcdesigns.com 1 2 -2.4 CE/85 WAREHOUSE PENDENT LTG WAREHOUSE20'METALUX, SSLED-LD5-12-W-UNV-L850-EL20WREM-CD-SVPD3 Type B Metalux SSLED-LD5Type B Metalux SSLED-LD5 D/20 OUTDOOR WALL MTD LTG Type D Rayon T631LED Type F McGraw Edison GLEON Type F McGraw Edison RSS Poles NOTE: 1.ALL EMERGENCY LIGHTS SHALL BE EQUIPPED WITH MINIMUM 90 MINUTES BATTERY PACK. 2.THE OWNER AND CONTRACTOR DECIDE THE BRAND AND MODEL OF THE LIGHTING FIXTURES. THE POWER CONSUMPTION OF ALL LIGHTING FIXTURES SHALL BE EQUAL TO OR LESS THAN THE LUMINARIES SCHEDULE TO MATCH THE T24 REQUIREMENT. SIDEWALK8'TECH-D, T631LED-20-UNI12-40-T3 QTY. 6 6 3 4 8 F/66 POLE LTG PARKING LOT15'MCGRAW-EDISON, GLEON-SA2A-750-U-T4FT 1 SINGLE LINE DIAGRAM SCALE: NONE 1 E-3.1 100A 2P 40 0 A PU L L S E C T I O N 120Y/240V,2P,400A,42K AIC "PA" PANEL "PB" PANEL 100A 2P 100A 2P 1 1 / 2 " C - 3 # 1 & 1 # 8 G N D . T H W N , C U . ± 4 0 ' V . D = - 0 . 1 5 % 1 1 / 2 " C - 3 # 1 & 1 # 8 G N D . T H W N , C U . ± 6 0 ' V . D = - 0 . 2 0 % "PC" PANEL 1 1 / 2 " C - 3 # 1 & 1 # 8 G N D . T H W N , C U . ± 8 0 ' V . D = - 0 . 2 4 % M.C.B.M.C.B.M.C.B. 100A 2P 1 1 / 2 " C - 3 # 1 & 1 # 8 G N D . T H W N , C U . ± 5 ' V . D = N E G L I G I B L E "HP" PANEL M.C.B. # SPECIFICATION NOTES: 1.REFER TO 'GENERAL ELECTRICAL NOTES' AND 'ELECTRICAL SYMBOLS' ON E-0.1 AND E-0.2 FOR WIRING METHODS, MATERIALS, AND REQUIREMENTS. 2.ALL NEW CIRCUIT BREAKERS, PANELBOARDS SHALL BE OF THE SAME MANUFACTURER. 3.ALL GROUND CONNECTIONS SHALL BE CADWELD. 4.AVAILABLE FAULT AT SERVICE POINT SHALL BE CONSIDERED AT UTILITY COMPANY'S FAULT CURRENT LETTER. 5.ALL NEW PANELBOARDS SHALL BE FULLY RATED FOR THE AVAILABLE FAULT UNLESS OTHERWISE NOTED. 6.CONTRACTOR SHALL CHOOSE EQUIVALENT PRODUCT TO MATCH THE SERIES AIC RATING PROVIDED BY UTILITY COMPANY. REFERENCE NOTES 1.1#1/0 ELECTRODE CONDUCTOR CONNECT TO ELECTRODE RODS, AT LEAST TWO 10' RODS AND MIN 6' EACH APART. 2.1#1/0 ELECTRODE CONDUCTOR CONNECT TO COLD WATER PIPE WITHIN 5' OF MAIN BUILDING ENTRY. 3.1#1/0 ELECTRODE CONDUCTOR CONNECT TO UFER GROUND. 4.INTERSYSTEM BONDING BUS 5.1#1/0 ELECTRICAL BONDING JUMPER CONNECT TO THE INTERSYSTEM BONDING BUS. 6.FIELD MARKED "CAUTION:SERIES RATED SYSTEM 42,000 AMP AVAILABLE. 7.SERIES RATING CIRCUIT BREAKERS ON BRACH BREAKERS SHALL BE SERIES RATED FOR 42K AIC MINIMUM. REEN I G N E L A NOIS I C H E N AINROFIL TC EFORPDERETSIGER YO N G H U CFOET A T S E L E A S E 21991 LACIR DRAWING TITLE TRICOLOR ENGINEERING, INC SHEET NUMBER E SITE ADDRESS: PROJECT NAME: DESIGNER IN CHARGE 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE 4403 RIVERSIDE DR. SUITE 'A' CHINO, CA 91710 951.454.8801 A R C ESIGN www.acrcdesigns.com 1 2 -3.1 MMMM 120/240V,2P,400A OVERHEAD SERVICE FROM UTILITY COMPANY Is c = 1 3 , 9 6 2 A FBV FBV FBV FBV Relay Circuit Description Switch/Sensor Comment 1 LCP CONDUIT AND CONDUCTORS TO CONTROLLED LIGHTING CIRCUITS.HP PANEL CONDUIT AND CONDUCTORS ARE REQUIRED FOR LIGHTING CIRCUIT HP-1 SIDEWALK LTG.PHOTOCELL, TIME CLOCK PHOTOCELL ON ROOF FOR OUTDOOR LIGHTING OR IN OFFICE FOR INDOOR LIGHTING. PHOTOCELL ONLY CONTROLS THE LIGHTS IN DAYLIGHT ZONE AREAS SHOWN IN E-2.2 SEE T24 REQUIREMENTS PHOTOCELL SINGLE LINE DIAGRAM SCALE: NONE 3 E-3.1 2 3 PA-1 WAREHOUSE LTG.PHOTOCELL, TIME CLOCK SEE T24 REQUIREMENTS 4 PB-1 WAREHOUSE LTG.PHOTOCELL, TIME CLOCK SEE T24 REQUIREMENTS PC-1 WAREHOUSE LTG.PHOTOCELL, TIME CLOCK SEE T24 REQUIREMENTS LOAD CALCULATION: TOTAL LOAD: 32A*3 + 44A = 140A < 400 * 80% = 320A 400A SERVICE FOR THIS BUILDING IS OK. HP-3 PARKING LOT LTG.PHOTOCELL, TIME CLOCK SEE T24 REQUIREMENTS 5 LCP CONDUIT AND CONDUCTORS TO CONTROLLED LIGHTING CIRCUITS. PANEL CONDUIT AND CONDUCTORS ARE REQUIRED FOR LIGHTING CIRCUIT PHOTOCELL ON ROOF FOR OUTDOOR LIGHTING OR IN OFFICE FOR INDOOR LIGHTING. (PA, PB, PC) ROD WHEN REQUIRED. ADDITIONAL GROUND CONDUIT & WIRE TO 10'-0" NO. 3 HEAVY DUTY CONCRETE REINFORCED COVER. THOMAS & BETTS # 2. 3/4" X 10' - 0" DRIVEN FINISH GRADE CONDUIT HUB FOR GROUNDING BY "THOMAS" & BETTS." PRECAST 22"L. x 12" W. x 24"D YARD BOX. BROOKS QUICKSET # EOD22 (2 SECTIONS) CONDUIT AND WIRE SIZE AS REQUIRED SEE PLANS. GROUND FITTING "COPPERWELD" GROUND GROUND ROD DETAIL SCALE: N.T.S. 2 E 3.1 2 E-3.1 1 1 1 1 1 GROUNDING NOTE: 1.THIS BUILDING IS USING SUPPLEMENTAL ELECTRODE TO FORM THE ELECTRICAL GROUNDING SYSTEM. 2.IF MULTIPLE ROD, PIPE, OR CONCRETE-ENCASED ELECTRODE ARE INSTALLED, THEY SHALL NOT BE LESS THAN 6 FT APART. (CEC 250.53(A)(3)) 3.CONTRACTOR FIELD VERIFY AND CONFIRM THE GROUNDING CONNECTION RESISTANCE. IF A SINGLE ROD, PIPE, OR CONCRETE-ENCASED ELECTRODE CONNECTION RESISTANCE IS 25 OHMS OR LESS, THE SUPPLEMENTAL ELECTRODE IS NOT BE REQUIRED.(CEC 250.53(A)(2)) 2 Is c = 1 5 , 1 7 3 A 2 SL O P E 1/4 " : 1 2 EX I T EX I T EX I T OFFICE B 95 1 / 150 2 WAREHOUSE S2 1,152 1 / 500 3 OFFICE B 100 1 / 150 2 WAREHOUSE S2 1,127 1 / 500 3 OFFICE B 95 1 / 150 2 WAREHOUSE S2 1,106 1 / 500 3 AL L E Y HP THE LOCATION OF THE SERVICE GROUNDING REEN I G N E L A NOIS I C H E N AINROFIL TC EFORPDERETSIGER YO N G H U CFOET A T S E L E A S E 21991 LACIR DRAWING TITLE TRICOLOR ENGINEERING, INC SHEET NUMBER E SITE ADDRESS: PROJECT NAME: DESIGNER IN CHARGE 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE 4403 RIVERSIDE DR. SUITE 'A' CHINO, CA 91710 951.454.8801 A R C ESIGN www.acrcdesigns.com 1 2 -3.2 ELECTRICAL SITE PLAN SCALE: 1/8"=1' 1 E-3.2 1 REEN I G N E L A NOIS I C H E N AINROFIL TC EFORPDERETSIGER YO N G H U CFOET A T S E L E A S E 21991 LACIR DRAWING TITLE TRICOLOR ENGINEERING, INC SHEET NUMBER E SITE ADDRESS: PROJECT NAME: DESIGNER IN CHARGE 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE 4403 RIVERSIDE DR. SUITE 'A' CHINO, CA 91710 951.454.8801 A R C ESIGN www.acrcdesigns.com 1 2 -4.1 1 REEN I G N E L A NOIS I C H E N AINROFIL TC EFORPDERETSIGER YO N G H U CFOET A T S E L E A S E 21991 LACIR DRAWING TITLE TRICOLOR ENGINEERING, INC SHEET NUMBER E SITE ADDRESS: PROJECT NAME: DESIGNER IN CHARGE 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE 4403 RIVERSIDE DR. SUITE 'A' CHINO, CA 91710 951.454.8801 A R C ESIGN www.acrcdesigns.com 1 2 -4.2 REEN I G N E L A NOIS I C H E N AINROFIL TC EFORPDERETSIGER YO N G H U CFOET A T S E L E A S E 21991 LACIR DRAWING TITLE TRICOLOR ENGINEERING, INC SHEET NUMBER E SITE ADDRESS: PROJECT NAME: DESIGNER IN CHARGE 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE 4403 RIVERSIDE DR. SUITE 'A' CHINO, CA 91710 951.454.8801 A R C ESIGN www.acrcdesigns.com 1 2 -4.3 REEN I G N E L A NOIS I C H E N AINROFIL TC EFORPDERETSIGER YO N G H U CFOET A T S E L E A S E 21991 LACIR DRAWING TITLE TRICOLOR ENGINEERING, INC SHEET NUMBER E SITE ADDRESS: PROJECT NAME: DESIGNER IN CHARGE 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE 4403 RIVERSIDE DR. SUITE 'A' CHINO, CA 91710 951.454.8801 A R C ESIGN www.acrcdesigns.com 1 2 -4.4 REEN I G N E L A NOIS I C H E N AINROFIL TC EFORPDERETSIGER YO N G H U CFOET A T S E L E A S E 21991 LACIR DRAWING TITLE TRICOLOR ENGINEERING, INC SHEET NUMBER E SITE ADDRESS: PROJECT NAME: DESIGNER IN CHARGE 142 LA PORTE STREET ARCADIA, CA. 91006 LA PORTE WAREHOUSE 4403 RIVERSIDE DR. SUITE 'A' CHINO, CA 91710 951.454.8801 A R C ESIGN www.acrcdesigns.com 1 2 -4.5 LIGHT WITH OC.SENSOR AND DAYLIGHT SENSOR TIMMERDIMMER 1 EQUIPMENT MANUFACTURER, CATALOG#SERVING AREA REMARK LIGHTING CONTROL EQUIPMENT SCHEDULE OFFICE LUTRON, MACL-153MDIMMER TIMMER WAREHOUSE, OUTDOOR CD101 QTY. 2 3 C.J.C.J.C.J.C.J. C.J.C.J.C.J.C.J. 1 3 2 4 "I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLANS". 20 8 0 4 REVISION BY WA R E H O U S E LA P O R T E W A R E H O U S E CL I E N T SH E E T T I T L E : PR O J E C T : LA N D S C A P E A R C H I T E C T 14 2 L A P O R T E S T R E E T AR C A D I A , C A 14 2 L A P O R T E S T R E E T AR C A D I A , C A A C R C De s i g n G r o u p AR C H I T E C T 44 0 3 R I V E R S I D E D R I V E SU I T E ' A ' CH I N O , C A 9 1 7 1 0 95 1 . 4 5 4 . 8 8 0 1 PLANTING PLAN SCALE: 1/8" = 1'-0" LA P O R T E S T R E E T NORTH PROPERTY LINE 160' PROPERTY LINE 160' PR O P E R T Y L I N E 5 0 ' PR O P E R T Y L I N E 5 0 ' 142 LA PORTE STREET PROPOSED 1 STORY w/ MEZZ. LEVEL LIGHT INDUSTRIAL BUILDING 20 ' W I D E A L L E Y 3 ARB UNE SEN REP 17 ANI HYB 15 CAL CIT 13 HES PAR 3 CLY CAL PL A N T I N G P L A N L-1 8 LAN SPP. GRAVEL (TYP.) 3 MAG UNG REMOVE EXIST. TREETRUNK AND STUMP REMOVE 1 EXIST. CRAPEMYRTLE TREE C.J.C.J.C.J.C.J. C.J.C.J.C.J.C.J. S AV AV HUNTER IC=-101-40 L) LOW )LOW CONTROL =ONE .ITS W PR )ILTER *ATE VALVE-1 S "I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLANS". 20 8 0 4 REVISION BY WA R E H O U S E LA P O R T E W A R E H O U S E CL I E N T SH E E T T I T L E : PR O J E C T : LA N D S C A P E A R C H I T E C T 14 2 L A P O R T E S T R E E T AR C A D I A , C A 14 2 L A P O R T E S T R E E T AR C A D I A , C A A C R C De s i g n G r o u p AR C H I T E C T 44 0 3 R I V E R S I D E D R I V E SU I T E ' A ' CH I N O , C A 9 1 7 1 0 95 1 . 4 5 4 . 8 8 0 1 IRRIGATION PLAN SCALE: 1/8" = 1'-0" LA P O R T E S T R E E T NORTH PROPERTY LINE 160' PROPERTY LINE 160' PR O P E R T Y L I N E 5 0 ' PR O P E R T Y L I N E 5 0 ' 142 LA PORTE STREET PROPOSED 1 STORY w/ MEZZ. LEVEL LIGHT INDUSTRIAL BUILDING20 ' W I D E A L L E Y IR R I G A T I O N P L A N L-2 6SLEEVE INSTALATION SCALE: N.T.S. 1/2" TO 4" IN SIZE DIMENSION D C 8GATE VALVE SCALE: N.T.S. 6" CL 36" A B 24" D D D 4" C 24" D A B OF THE PIPE OR WIRE DETAIL ALSO FOR PIPE INSTALLED IN ROCK SOIL. PRESSURE MAINLINE TWICE THE DIAMETER PVC SLEEVES TO BE BUNDLE CARRIED. IN SCH 40 SLEEVE SAND BACKFILL COMPACTED TO THE DENSITY OF EXISTING SOIL IN SCH 40 SLEEVE CONTROL WIRES UNDISTURBED SOIL IN SCH 40 SLEEVE LATERAL LINES PAVING COVER, USE STAINLESS BOLT NUT AND WASHER. HEAT BRAND "GV" ONTO LID. NIPPLE, 6" LONG SCH 80 PVC T.O.E. 3/4" CRUSHED GRAVEL SCH 40 PVC COUPLING IRRIGATION MAINLINE ONE CUBIC FOOT BRICK SUPPORTS 6" PVC CL. 160 PIPE GATE VALVE W/HAND WHEEL FINISHED GRADE IN SHRUB AREAS3" PLASTIC ROUND VALVE BOX WITH BOLT DOWN 3 7 5 4 2 1 FINISH GRADE PVC DRIP MANIFOLD PIPE PVC 1" X 34" TRUE UNION BALL VALVE 1 2 3 4 6 5 6 7 8 8 5SUB-SURFACE FLUSH POINT WITH BALL VALVE SCALE: N.T.S. 13 SUB-SURFACE IRREGULAR SHAPED LAYOUT SCALE: N.T.S. 9RAIN SENSOR SCALE: N.T.S. 1" ABOVE GRADE ROOTBALL, SET CROWN FINISH GRADE PLANTING GROUND COVER] [RAKE SMOOTH PRIOR TO EARTH WATERING BASIN DIA ROOTBALL 2x DIA ROOTBALL 2x SHRUB PLANT TABLETS PER SPECIFICATIONS _1_" DEEP MULCH 12" V.I.T. TWIST BRACE BETWEEN STAKE & TREE 2" DIA X 10' LONG LODGE POLE STAKES PLANT TABLETS PER SPECIFICATIONS PLANT TREES/SHRUBS SO TOP OF ROOT CROWN IS 1" ABOVE SOIL (NOT AMENDED) ROOTBALL, SET CROWN 1" ABOVE GRADE SURROUNDING FINISH GRADE 2TREE PLANTING DETAIL SCALE:N.T.S. 3SHRUB PLANTING DETAIL SCALE:N.T.S. LEGEND: OPENED FACE PLATE 1 2 3 4 5 6 7 1 SENSOR INPUTS2 SCREEN3 CONTROL WIRES4 TRANSFORMER5 6 7 NOTE MOUNT CONTROLLER LCD SCREEN AT EYE LEVEL, CONTROLLER SHALL BE HARD-WIRED TO GROUNDED 110 VAC POWER SOURCE IRRIGATION CONTROL WIRE IN CONDUIT SIZE AND TYPE PER LOCAL CODES ELECTRICAL SUPPLY CONDUIT CONNECT TO POWER SOURCE, J-BOX INSIDE CONTROLLER 1IRRIGATION CONTROLLER SCALE: N.T.S. EQUAL SPACING EQUAL SPACINGSP A C I N G EQ . 4GROUNDCOVER PLANTING SCALE:N.T.S. HARDSCAPE 18" APPROX.4" (10.1 CM) HARDSCAPE 2 1 3 4 5 6 LEGEND: 1 2 HUNTER DRIPLINE PER PLAN ECO-INDICATOR ON SWING ARM AIR RELIEF VALVE IN VALVE BOX PLD OR PLD-LOCK FITTING (TYP.) 4 5 DRIP CONTROL ZONE KIT PER PLAN 3 FLUSH POINT (PLD-BV) IN SUBTERRANEAN BOX PER PLAN 6 NOTES AIR RELIEF VALVE (PLD-AVR) INSTALLED IN VALVE BOX AT OPTIMAL HIGHEST POINT FROM CONTROL ZONE KIT. MULTIPLE AIR RELIEF VALVES MAY BE NEEDED TO ACCOMMODATE DIFFERENCES IN GRADE. ECO-INDICATOR TO BE INSTALLED AT OPTIMAL FURTHEST POINT FROM CONTROL ZONE KIT IN CLEAR VIEW WHEN POPPED UP. FLUSH POINT TO BE INSTALLED AT OPTIMAL FURTHEST POINT FROM CONTROL ZONE KIT TO ALLOW FOR MAXIMUM DEBRIS FLUSH IN SYSTEM. 18" 1 2 LEGEND: HUNTER DRIPLINE (HDL) PER PLAN 3 6 PVC RISER - SIZE AND LENGTH AS REQUIRED PLD OR PLD-LOC FITTING FINISHED GRADE 4 MULCH (AS SPECIFIED) 7 SOIL 8 PVC SUPPLY HEADER - SIZE PER PLAN DEPTH PER PLAN 5 PVC TEE 1 2 3 5 6 7 8 4 11 SUBSURFACE DRIPLINE INSTALLATION SCALE: N.T.S. LEGEND 10DRIP ZONE KIT: 3/4" REMOTE CONTROL VALVE SCALE: N.T.S. 2 12QUICK COUPLER VALVE SCALE: N.T.S. PVC SCH 80 NIPPLE QUICK-COUPLING VALVE: 1 1 2 3 4 5 11 6 7 9 8 7 4 2 3 5 4 6 VALVE BOX WITH COVER: 10 1110 7 8 9 HUNTER HQ-33 DRC FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO 3-INCH MINIMUM DEPTH OF (LENGTH AS REQUIRED) 3/4-INCH WASHED GRAVEL BRICK (1 OF 2) PVC SCH 40 STREET ELL PVC SCH 40 TEE OR ELL PVC MAINLINE PIPE PVC SCH 40 ELL FINISH GRADE/TOP OF MULCH 2" x 2" REDWOOD STAKE WITH STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEMNOTE: NOMINAL QUICK COUPLING VALVE INLET SIZE. 1 2 3 4 1 2 LEGEND: AIR RELIEF VALVE 3 4 PLD-075-TBTEE FITTING FINISHED GRADE 3/4" MPT X 1/2" FPT BUSHING NOTES AIR RELIEF VALVE TO BE INSTALLED AT OPTIMAL HIGHEST POINT FROM CONTROL ZONE KIT. MULTIPLE AIR RELIEF VALVES MAY BE NEEDED TO ACCOMMODATE DIFFERENCES IN GRADE. 5 5 PROFESSIONAL LANDSCAPE DRIPLINE 6 7 6 FILTER FABRIC 7 BRICK 7AIR RELIEVE VALVE SCALE: N.T.S. WIRELESS RAIN SENSOR WALL MOUNT CONTROLLER POST OR SUITABLE MOUNTING SURFACE, HEIGHT PER PLAN FINISHED GRADE DETAIL LEGEND: 1 2 3 4 1 4 3 2 PLANT SHRUBS SO TOP OF ROOT CROWN IS 1" ABOVE SURROUNDING FINISH GRADE 141"REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY SCALE:N.T.S. 3. WHEN UNIT IS NEXT TO BUILDING, WALL, ETC. LEAD PRIMER AND ONE (1) COAT PAINT. 2. ALL ABOVE GROUND ASSEMBLY SHALL RECEIVE ONE (1) COAT RED BUILDINGS, ETC. 1. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 12" FROM WALLS, NOTE: TEST COCKS ARE TO BE ON OUTSIDE. 12" Min LINE - DISCHARGE PRESSURE SUPPLYTHRUST BLOCK (TYP.) 12" SQ. CONCRETE METAL PIPE INTAKE SUPPLY LINE PRESSURE FINISH GRADE UNION REDUCED PRESSURE BACKFLOW DEVICE BRASS ELBOW (TYP.) ADAPTERSCH 40 MALE NIPPLE PVC12" BRASS 18 " INSTALL WITH STRONG BOX ENCLOSURE SBBC-30SS&CR ENCLOSURE "I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLANS". 20 8 0 4 REVISION BY WA R E H O U S E LA P O R T E W A R E H O U S E CL I E N T SH E E T T I T L E : PR O J E C T : LA N D S C A P E A R C H I T E C T 14 2 L A P O R T E S T R E E T AR C A D I A , C A 14 2 L A P O R T E S T R E E T AR C A D I A , C A A C R C De s i g n G r o u p AR C H I T E C T 44 0 3 R I V E R S I D E D R I V E SU I T E ' A ' CH I N O , C A 9 1 7 1 0 95 1 . 4 5 4 . 8 8 0 1 PL A N T I N G A N D IR R I G A T I O N D E T A I L S L-3 "I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLANS". 20 8 0 4 REVISION BY WA R E H O U S E LA P O R T E W A R E H O U S E CL I E N T SH E E T T I T L E : PR O J E C T : LA N D S C A P E A R C H I T E C T 14 2 L A P O R T E S T R E E T AR C A D I A , C A 14 2 L A P O R T E S T R E E T AR C A D I A , C A A C R C De s i g n G r o u p AR C H I T E C T 44 0 3 R I V E R S I D E D R I V E SU I T E ' A ' CH I N O , C A 9 1 7 1 0 95 1 . 4 5 4 . 8 8 0 1 L-4 SP E C I F I C A T I O N S CALL TOLL FREE 1-800 227-2600 SERVICE ALERT BEFORE YOU DIG UNDERGROUND TWO WORKING DAYS ENGINEER'S NOTE TO CONTRACTOR:SOIL ENGINEER & PREPARED FORENGINEERING GEOLOGIST CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY LIABILITY, REAL OR ALLEGED, IN CONNECTION OF THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. THE EXISTENCE AND LOCATION OF OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED FROM BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. DATEREVISIONS NO. PROPOSED 1-STORY PROJECT ADDRESS: 142 LA PORTE STREET, ARCADIA, CA 91006 PROJECT : JOB NO.SHEET NAME: UNDER THE SUPERVISION OF: DATEGIL B. BERMEJO RCE 86264 MR. LEE CHAN & DON GABRIEL CONTACT: NAME: ADDRESS: TEL. NO.: 9428 ETON AVE. UNIT M, CHATSWORTH 818-341-1899 C.Y. GEOTECH, INC CALIFORNIA 91311 JOB NO.: CYG-22-9538 CONTACT: PAUL CAI, P.E. EMAIL: cygeotech@sbcglobal.net DATED: JULY 8, 2022 Engineering Geology & Geotechnical Engineering LA PORTE WAREHOUSE No. 86264 IC I LV G I L B E RM E J O Exp. 03-31-25 02/21/24 CLIENT/OWNER: TEL. NO. : 415-531-0055 MR. LEE CHAN CITY OF ARCADIA DEVELOPMENT SERVICES DEPARTMENT BUILDING DIVISION Z-22-0370 7343 SANTA ELISE CIRCLE, BUENA PARK, CALIFORNIA 90620 ENGINEERING & SURVEYING, INC TEL. NO. : 714-576-7725 EMAIL : info@zenithcels.com ZENiTH ARCHITECTURE ENGINEERING SURVEYING CONSTRUCTION EMAIL : danielsdisplay@icloud.com C-1 GENERAL GRADING NOTES & EROSION CONTROL NOTES CITY OF ARCADIA GRADING AND DRAINAGE PLAN 142 LA PORTE STREET GENERAL INFORMATION • GRADING PERMIT APPLICATION NO. _____________________________ * • EARTHWORK VOLUMES CUT____________(CY), FILL____________ (CY) * OVER EXCAVATION/ ALLUVIAL REMOVAL & COMPACTION _____________ (CY) * FILL ___________(CY), EXPORT LOCATION: ___________________________ * • TOTAL DISTURBED AREA __________________ (ACRES) * • TOTAL PROPOSED LANDSCAPE AREA __________________ SQUARE FEET * • TOTAL TURF AREA _________% (PERCENT OF TOTAL PROPOSED LANDSCAPING) * • TOTAL DROUGHT TOLERANT LANDSCAPING AREA ________ % (PERCENT OF TOTAL PROPOSED LANDSCAPING) * • PRE-DEVELOPMENT IMPERVIOUS AREA ___________________ (ACRES) * • POST-DEVELOPMENT IMPERVIOUS AREA ___________________ (ACRES) * • WASTE DISCHARGE IDENTIFICATION NUMBER (WDID #) _________________________________ CONSTRUCTION & DEMOLITION DEBRIS RECYCLING AND REUSE PLAN (RPP ID) ________________ * POST-CONSTRUCTION BMP FEATURE(s) GPS COORDINATES X ______________, Y______________ PROPERTY INFORMATION • PROPERTY ADDRESS ____________________________________________________ • TRACT / PARCEL MAP NO. _______________________________ LOT/PARCEL NO. ____________ • PROPERTY OWNER _________________________________________ * • ASSESSORS ID NUMBER(S) ____________________________________ * ZONING, REGIONAL PLANNING, AND OTHER AGENCY INFORMATION • PROPERTY ZONING: ________________________________________ * • INTENDED LAND USE: _______________________________________________________ * (FOR PROPOSED GRADED AREAS - I.E. ... SINGLE FAMILY RESIDENCE ) • CERTIFICATE OF COMPLIANCE: CC NO._________________________ • PLOT PLAN NUMBER: PP NO._________________________________ • CONDITIONAL USE PERMIT: CUP NO.______________________ EXPIRATION DATE: _______________ • OAK TREE PERMIT NUMBER: OTP NO.________________________ EXPIRATION DATE: _______________ • COMMUNITY STANDARDS DISTRICT:_____________________________ • CALIFORNIA COASTAL COMMISSION AREA: _________YES, ________NO APPROVED VOLUME: ____________(CY) • COASTAL DEVELOPMENT PERMIT CDP___________________________ EXPIRATION DATE: _______________ • FISH & GAME, ARMY CORP OF ENGINEERS, REGIONAL WATER CONTROL BOARD, AQMD & OTHER AGENCY PERMITS SHOULD BE ADDED AS APPLICABLE. (PERMIT NUMBER________________, EXPIRATION DATE_________________________) PROJECT INFORMATION: CM COMMERCIAL MANUFACTURING N/A N/A N/A N/A X N/A N/A N/A N/A N/A N/A 0.18 850.00 0.00 25 0.098 0.164 N/A N/A N/A 80.00 150.00 N/A LOT 26 BLK 81ARCADIA SANTA ANITA TRACT 5773-004-015 450.00 70.00 N/A MR. LEE CHAN & DON GABRIEL VICINITY MAP GRADING & DRAINAGE PLAN TITLE SHEET INDEX OF DRAWINGS: C-1 C-2 C-3 EROSION & SEDIMENT CONTROL NOTES EROSION & SEDIMENT CONTROL PLAN EROSION & SEDIMENT CONTROL DETAILS (TC-1) ESCP-1 ESCP-2 ESCP-3 LOW IMPACT DEVELOPMENT PLAN ESCP-4EROSION & SEDIMENT CONTROL DETAILS (WM-8) EROSION & SEDIMENT CONTROL DETAILS (WM-3 & SE-8)ESCP-5 EROSION & SEDIMENT CONTROL DETAILS (WM-9 & SE-7)ESCP-6 142 LA PORTE ST., ARCADIA, CA 91006 LEGAL DESCRIPTION: THE LAND REFERRED TO IN THIS SURVEY IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF LOS ANGELES, AND IS DESCRIBED AS FOLLOWS: LOT 26 BLOCK 81 OF A PART OF ARCADIA SANTA ANITA TRACT, IN THE COUNTY OF LOS ANGELES AS SHOWN ON MISCELLANEOUS RECORDS IN BOOK 15 PAGES 89 TO 90 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. APN : 5773-004-015 BASIS OF BEARINGS: LAND AREA: CONTAINING AN AREA OF 8,003.06 SQ. FT., OR 0.1837 ACRES, MORE OR LESS. BENCHMARK: THE BEARING NORTH 89° 59' 09" EAST, ON THE CENTERLINE OF LA PORTE STREET AS SHOWN ON RECORD OF SURVEY MAP BOOK 77 PAGE 69, IN THE CITY OF ARCADIA, COUNTY OF LOS ANGELES, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. ASSUME BENCH MARK : LEAD & TACK IN 2ND AVENUE COR. LA PORTE STREET DESCRIPTION : L&T ON NW COR. OF 2ND AVE. AND LA PORTE ST. INTER., NE OF PROPERTY ASSUME ELEVATION : 100.00 FEET DETAILS & SECTIONS C-4 1. ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE CITY OF ARCADIA STANDARDS AND SPECIFICATIONS, AND APPENDIX J OF THE 2019 CALIFORNIA BUILDING CODE. 2. PRIOR TO THE START OF GRADING ALL EXISTING VEGETATION AND DEBRIS. INCLUDING EXISTING STRUCTURES. FOOTINGS, FOUNDATIONS, RUBBLE, TREES, AND ROOT SYSTEMS SHALL BE REMOVED FROM THE SITE TO THE SATISFACTION OF THE SOILS ENGINEER. 3. REMOVAL OF DEBRIS. EXISTING FILL AND DISTURBED NATURAL SOILS SHALL BE EXCAVATED TO THE SATISFACTION OF THE SOILS ENGINEER. 4. THE SOILS ENGINEER SHALL THEN INSPECT THE EXPOSED SOILS, AND ANY ADDITIONAL OVER EXCAVATION SHALL THEN BE MADE IN ACCORDANCE WITH THE SOILS ENGINEERS RECOMMENDATIONS AND AS CONTAINED IN THE SOILS REPORT. 5. THE EXPOSED SOILS SHALL THEN BE SCARIFIED TO A MINIMUM DEPTH OF 6 INCHES, BROUGHT TO PROPER MOISTURE CONTENT AND COMPACTED TO AT LEAST 90 % OF THE MAXIMUM DENSITY, AS DETERMINED BY APPENDIX J OF THE 2019 CALIFORNIA BUILDING CODE OR EQUIVALENT COMPACTION SHALL BE OBTAINED BY METHODS SPECIFIED BY THE SOILS ENGINEER. 6. IF ANY UNFORESEEN SUBSURFACE STRUCTURES ARE ENCOUNTERED DURING CONSTRUCTION THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE SOILS ENGINEER AND BUILDING DEPARTMENT BEFORE PROCEEDING FURTHER. 7. THE CONTRACTOR SHALL TAKE PROTECTIVE MEASURES SO AS NOT TO CAUSE ANY MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY; DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHOD THROUGHOUT THE GRADING AND BUILDING CONSTRUCTION OPERATION. 8. PRIOR TO THE START OF ANY BUILDING CONSTRUCTION THE CONTRACTOR SHALL FURNISH THE CITY WITH CERTIFICATIONS FROM THE CIVIL ENGINEER AND SOILS ENGINEER THAT BUILDING PAD SUBGRADES ARE WITHIN 0 10 FOOT OF THE APPROVED PLANS AND THAT THE PROPER COMPACTION HAS BEEN OBTAINED. 9. NO GRADING SHALL COMMENCE WITHOUT OBTAINING A GRADING PERMIT AND NOTIFYING THE BUILDING INSPECTOR 24 HOURS PRIOR TO START OF WORK. 10. RESPONSIBILITY FOR GRADING AND INSPECTION SHALL BE ASSUMED BY THE ENGINEER OF RECORD IN ACCORDANCE WITH APPENDIX J OF THE 2019 CALIFORNIA BUILDING CODE. 11. THE SOILS ENGINEER SHALL ALSO BE RESPONSIBLE TO VERIFY AND REPORT THAT PROPER COMPACTION HAS BEEN OBTAINED BY SUBCONTRACTOR AND AGENCIES CONCERNING UTILITY LINE BACKFILL INCLUDING, BUT NOT LIMITED TO SEWERS, WATER LINES, ELECTRICAL, GAS AND LANDSCAPE IRRIGATION LINES. 12. CERTIFICATES OF FINAL LOT GRADING ARE TO BE SUBMITTED TO THE BUILDING AND SAFETY DIVISION PRIOR TO THE FINAL BUILDING INSPECTION. 13. AN "AS-BUILT' GRADING PLAN AND CERTIFICATION OF COMPLIANCE WITH SAID GRADING PLAN IS TO BE SUBMITTED TO THE BUILDING AND SAFETY DIVISION PRIOR TO RELEASE OF GRADING BOND AND PRIOR TO FINAL GRADING INSPECTION. 14. ALL SLOPES EXCEEDING 5' IN VERTICAL HEIGHT AND EXCEEDING 5:1 SLOPE ARE TO BE PLANTED WITH APPROVED PLANT MATERIAL AND PROVIDED WITH APPROVED WATERING SYSTEM. 15. NO ADJUSTMENT OF ELEVATION SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE BUILDING OFFICIAL AND THE CIVIL ENGINEERING OF RECORD, 16. ALL P.C.C. WATER CARRYING DEVICES WITH MINIMUM SLOPES LESS THAN 0.5% WILL BE WATER TESTED PRIOR TO THE FINAL FINISH. ANY RESIDUAL PONDING IN EVIDENCE AT TIME OF INSPECTION SHALL BE CAUSE FOR REMOVAL AND REPLACEMENT. 17. ALL WALLS OVER 3 FT. IN FINISH HEIGHT REQUIRE SEPARATE PERMITS AND INSPECTION. 18. ALL WORK WITHIN THE PUBLIC RIGHT OF WAY REQUIRES PERMITS AND INSPECTION ISSUED BY THE ENGINEERING DIVISION. 19. IN THE EVENT THAT THE PROJECT EXCAVATES ANY PORTION OF A CITY STREET THAT IS LISTED UNDER THE CITY'S 5 YEAR PAVEMENT REHABILITATION MORATORIUM AT THE TIME OF EXCAVATION, THE OWNER AND/OR DEVELOPER WILL BE RESPONSIBLE FOR REPAVING THE STREET FULL WIDTH FROM PROPERTY LINE TO PROPERTY LINE OR TO THE CITY ENGINEER'S SATISFACTION PRIOR TO FINAL PROJECT ACCEPTANCE. 20. GRADING CONTRACTOR SHALL NOTIFY THE SOILS ENGINEER NOT LESS THAN 72 HR. IN ADVANCE OF THE LOCATION OF ANY SOILS PROPOSED FOR IMPORT, EACH PROPOSED IMPORT SOURCE SHALL BE SAMPLED, TESTED. AND APPROVED PRIOR TO DELIVERY OF SOILS FOR USE ON THE SITE. 21. WE HEREBY CERTIFY THAT WE HAVE REVIEWED THIS PLAN AND THAT IT CONFORMS TO SOILS REPORT NO. ________________ DATED _________________ AND LETTER OR REVIEW FOR _____________________________ DATED_______________ SOILS REPORT NO. ______________ PREPARED BY: _________________________ STATE LIC. NO. R.C.E. _____________________ 22. THE UNDERSIGNED CIVIL ENGINEER WILL BE RESPONSIBLE FOR PROFESSIONAL INSPECTION IN ACCORDANCE WITH APPENDIX J OF THE 2019 CALIFORNIA BUILDING CODE. _______________________ STATE LIC. NO. C.E. __________________ 1. ALL GRADING SHALL CONFORM TO ARTICLE VIII, CHAPTER I, PART 1, SECTION 8110 OF THE CITY OF ARCADIA MUNICIPAL CODE. 2. CUT AND FILL A. MAXIMUM CUT SLOPE OF BE 2:1. B. MAXIMUM FILL SLOPE TO BE 2:1. 3. INDICATE LOCATION OF MAXIMUM CUT AND FILL. 4. ALL FILL AND FILL SLOPE TO BE COMPACTED TO NOT LESS THAN NINETY (90%) OF MAXIMUM DENSITY. 5. NO GRADING SHALL COMMENCE UNTIL GRADING PERMIT HAS BEEN ISSUED BY THE CHIEF OF BUILDING OFFICIAL. 6. ESTIMATED PERIOD FOR COMPLETION OF GRADING: GRADING WILL BEGIN: _________________________ TO BE COMPLETED BY: _________________________ 7. OBTAIN PERMIT FROM CITY OF ARCADIA CITY ENGINEER FOR ALL WORK 8. REMOVE AND REPLACE DEFICIENT OR DAMAGED CURB AND GUTTER SIDEWALK AND/OR PAVEMENT TO THE SATISFACTION OF THE CITY INSPECTOR. 9. CONTACT PUBLIC WORKS INSPECTOR AT (626) 254-2725, AT LEAST 24 HOURS PRIOR TO CONSTRUCTION OF OFF-SITE IMPROVEMENTS. ALL OFF-SITE IMPROVEMENTS SHALL BE COMPLETED TO THE SATISFACTION OF THE PUBLIC WORKS SERVICES DIRECTOR PRIOR TO FINAL INSPECTION BY THE BUILDING AND SAFETY DIVISION AND PRIOR TO ACCEPTANCE 10. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS PERTAINING TO THE CLEAN AIR AND CLEAN WATER ACT. 11. SOILS ENGINEER WILL INSPECT THE EXCAVATION AT THE BOTTOM OF OVER-EXCAVATION TO DETERMINE THAT THE SOILS IS ADEQUATE PRIOR TO RECOMPACTION. GENERAL NOTES:GRADING NOTES: CYG-22-9434 JULY 8, 2022 142 LA PORTE ST, ARCADIA CYG-22-9538 C80352 CY GEOTECH, INC C80352MR. LUO B. CAI (PAUL CAI) MARCH 01, 2024 MARCH 31, 2024 JULY 8, 2022 118.72 ROOF ELEV. 117.31 ROOF ELEV. 48"Ø TREE 24"Ø TREE 18"Ø TREE 12"Ø TREE 102.26TC 101.78FL 102.34 TOP "X"101.90FL 101.72BOT "X" 101.80BOT "X" 102.37 TOP "X" 101.93FL 102.46TC 101.95FL 102.58TC 102.07FL 102.71TC 102.28FL 102.92 102.56102.57 102.49 102.54 102.48 102.32 102.30102.43 102.44 102.14 102.21 102.47 102.65 102.87 102.76 102.68102.74 102.67 102.70 102.54TC 102.68TC 102.19 102.30 102.37 102.40 102.08 102.20 102.49 102.56 103.60 104.34 104.30 104.53FF 104.27 103.41 102.48 102.81 102.77 102.63 102.45 102.59 102.50 102.68102.72 102.69 102.74 102.63 102.04 105.64TW105.86TW 18"Ø TREE 36"Ø TREE 124.77 103.03 102.96 102.87 102.83102.90 102.76 102.59 102.43 102.51102.61 102.66 102.81 103.03103.18 102.73 102.75 102.68102.73 104.24 102.72 107.15TW 107.15TW 105.81TW 105.73TW 108.44TW 101.31 104.04 102.23 102.22 104.15 104.48FF 102.22 102.17 102.17102.04101.88101.82101.61 101.63101.46101.40101.30101.34 101.37 101.49 101.40 101.36 101.38 101.38 101.50 101.68 101.86 101.95 101.94 102.02 102.04 101.91 102.09 102.22 102.28 102.37 102.26 102.27 102.17 102.04 101.53 101.40 101.52 101.58 101.88 102.04 102.12 102.22 101.32 101.35 101.32101.47101.34 101.48 101.39 101.33 101.34101.38 101.95 101.94102.10FF 101.36 101.48 101.49 101.34 101.41 101.42101.23101.07 101.08 107.26TW 101.28 101.20 101.10 100.91 101.26101.27 101.33101.17 101.43 101.32 101.48 101.44 101.33 101.26 101.16 101.13 101.01 100.88 100.90 100.86 100.75100.74 10 0 . 8 5 10 0 . 8 2 10 0 . 7 7 10 0 . 9 9 10 0 . 9 6 10 0 . 9 1 10 1 . 1 3 10 1 . 0 7 10 1 . 1 4 101.44 101.30 101.20 101.07 100.92 100.93 100.91 100.83 C/ L LA P O R T E S T R E E T C/ L A L L E Y 102.61 APN : 5773-004-015 APN : 5773-004-027 2-STORY BLDG STORAGE SHED APN : 5773-004-014 1-STORY HOUSE WAREHOUSE 1-STORY HOUSE @ 103.15 FF C/LFIRST AVENUE C/L SECOND AVENUE CALL TOLL FREE 1-800 227-2600 SERVICE ALERT BEFORE YOU DIG UNDERGROUND TWO WORKING DAYS ENGINEER'S NOTE TO CONTRACTOR:SOIL ENGINEER & PREPARED FORENGINEERING GEOLOGIST CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY LIABILITY, REAL OR ALLEGED, IN CONNECTION OF THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. THE EXISTENCE AND LOCATION OF OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED FROM BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. DATEREVISIONS NO. PROPOSED 1-STORY PROJECT ADDRESS: 142 LA PORTE STREET, ARCADIA, CA 91006 PROJECT : JOB NO.SHEET NAME: UNDER THE SUPERVISION OF: DATEGIL B. BERMEJO RCE 86264 MR. LEE CHAN & DON GABRIEL CONTACT: NAME: ADDRESS: TEL. NO.: 9428 ETON AVE. UNIT M, CHATSWORTH 818-341-1899 C.Y. GEOTECH, INC CALIFORNIA 91311 JOB NO.: CYG-22-9538 CONTACT: PAUL CAI, P.E. EMAIL: cygeotech@sbcglobal.net DATED: JULY 8, 2022 Engineering Geology & Geotechnical Engineering LA PORTE WAREHOUSE No. 86264 IC I LV G I L B E RM E J O Exp. 03-31-25 02/21/24 CLIENT/OWNER: TEL. NO. : 415-531-0055 MR. LEE CHAN CITY OF ARCADIA DEVELOPMENT SERVICES DEPARTMENT BUILDING DIVISION Z-22-0370 7343 SANTA ELISE CIRCLE, BUENA PARK, CALIFORNIA 90620 ENGINEERING & SURVEYING, INC TEL. NO. : 714-576-7725 EMAIL : info@zenithcels.com ZENiTH ARCHITECTURE ENGINEERING SURVEYING CONSTRUCTION EMAIL : danielsdisplay@icloud.com GRADING & DRAINAGE PLAN A C-3 ( IN FEET ) 1 inch = ft. GRAPHIC SCALE 0 8 84 16 C-2 CONSTRUCTION NOTES 1 2 3 3 4 5 5 6 6 7 7 7 7 8 9 9 9 99 10 10 10 10 10 10 11 11 11 1414 16 15 14 17 1212 121213 13 13 18 2 BC- 3 13 2-4"Ø 2-4"Ø 20 21 19 22 23 23 23 23 24 25 90.00 100.00 110.00 120.00 90.00 100.00 110.00 120.00PLC/L A L L E Y PL PL C/L LA P O R T E S T . 90.00 100.00 110.00 120.00 PL PL CALL TOLL FREE 1-800 227-2600 SERVICE ALERT BEFORE YOU DIG UNDERGROUND TWO WORKING DAYS ENGINEER'S NOTE TO CONTRACTOR:SOIL ENGINEER & PREPARED FORENGINEERING GEOLOGIST CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY LIABILITY, REAL OR ALLEGED, IN CONNECTION OF THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. THE EXISTENCE AND LOCATION OF OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED FROM BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. DATEREVISIONS NO. PROPOSED 1-STORY PROJECT ADDRESS: 142 LA PORTE STREET, ARCADIA, CA 91006 PROJECT : JOB NO.SHEET NAME: UNDER THE SUPERVISION OF: DATEGIL B. BERMEJO RCE 86264 MR. LEE CHAN & DON GABRIEL CONTACT: NAME: ADDRESS: TEL. NO.: 9428 ETON AVE. UNIT M, CHATSWORTH 818-341-1899 C.Y. GEOTECH, INC CALIFORNIA 91311 JOB NO.: CYG-22-9538 CONTACT: PAUL CAI, P.E. EMAIL: cygeotech@sbcglobal.net DATED: JULY 8, 2022 Engineering Geology & Geotechnical Engineering LA PORTE WAREHOUSE No. 86264 IC I LV G I L B E RM E J O Exp. 03-31-25 02/21/24 CLIENT/OWNER: TEL. NO. : 415-531-0055 MR. LEE CHAN CITY OF ARCADIA DEVELOPMENT SERVICES DEPARTMENT BUILDING DIVISION Z-22-0370 7343 SANTA ELISE CIRCLE, BUENA PARK, CALIFORNIA 90620 ENGINEERING & SURVEYING, INC TEL. NO. : 714-576-7725 EMAIL : info@zenithcels.com ZENiTH ARCHITECTURE ENGINEERING SURVEYING CONSTRUCTION EMAIL : danielsdisplay@icloud.com GRADING & DRAINAGE PLAN C-3 NDS ATRIUM GRATE WITH NDS SPEE-D BASIN NOT TO SCALE SURFACE AREA PLANTER AREA CONC. V-GUTTER DETAIL NTS WAREHOUSE 1-STORY HOUSE @ 103.15 FF SECTION A-A SCALE 1" = 10' SECTION B-B SCALE 1" = 10' 118.72 ROOF ELEV. 117.31 ROOF ELEV. 48"Ø TREE 24"Ø TREE 18"Ø TREE 12"Ø TREE 102.26 TC 101.78FL 102.34 TOP "X" 101.90FL 101.72BOT "X" 101.80BOT "X" 102.37 TOP "X" 101.93FL 102.46TC 101.95FL 102.58TC102.07FL 102.56102.57 102.49 102.54 102.48 102.32 102.30102.43 102.44 102.21 102.47 102.65 102.76 102.68102.74 102.67 102.70 102.54TC 102.68TC 102.19 102.30 102.37 102.40 102.08 102.20 102.49 102.56 103.60 104.34 104.30 104.53FF 104.27 103.41 102.48 102.81 102.77 102.63 102.45 102.59 102.50 102.68102.72 102.69 102.74 102.63 102.04 105.64 TW105.86TW 18"Ø TREE 36"Ø TREE 102.96 102.87 102.83102.90 102.76 102.59 102.43 102.51102.61 102.66 102.81 103.03103.18 102.73 102.75 102.68102.73 104.24 102.72 107.15TW 107.15TW 105.81TW 105.73TW 108.44 TW 101.31 104.04 102.23 102.22 104.15 104.48FF 102.22 102.17 102.17102.04101.88101.82101.61 101.63101.46101.40101.30101.34 101.37 101.49 101.40 101.36 101.38 101.38 101.50 101.68 101.86 101.95 101.94 102.02 102.04 101.91 102.09 102.22 102.28 102.37 102.26 102.27 102.17 102.04 101.53 101.40 101.52 101.58 101.88 102.04 102.12 102.22 101.32 101.35 101.32101.47101.34 101.48 101.39 101.33 101.34101.38 101.95 101.94102.10FF 101.36 101.48 101.49 101.34 101.41 101.42101.23101.07 101.08 107.26TW 101.28 101.20 101.10 100.91 101.26101.27 101.33101.17 101.43 101.32 101.48 101.44 101.33 101.26 101.16 101.13 101.01 100.88 100.90 100.86 100.75100.74 10 0 . 8 5 10 0 . 8 2 10 0 . 7 7 10 0 . 9 9 10 0 . 9 6 10 0 . 9 1 10 1 . 1 3 10 1 . 0 7 10 1 . 1 4 101.44 101.30 101.20 101.07 100.92 100.93 100.91 C/ L LA P O R T E S T R E E T C/ L A L L E Y 102.61 APN : 5773-004-015 APN : 5773-004-027 2-STORY BLDG STORAGE SHED WAREHOUSE 1-STORY HOUSE @ 103.15 FF CALL TOLL FREE 1-800 227-2600 SERVICE ALERT BEFORE YOU DIG UNDERGROUND TWO WORKING DAYS ENGINEER'S NOTE TO CONTRACTOR:SOIL ENGINEER & PREPARED FORENGINEERING GEOLOGIST CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY LIABILITY, REAL OR ALLEGED, IN CONNECTION OF THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. THE EXISTENCE AND LOCATION OF OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED FROM BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. DATEREVISIONS NO. PROPOSED 1-STORY PROJECT ADDRESS: 142 LA PORTE STREET, ARCADIA, CA 91006 PROJECT : JOB NO.SHEET NAME: UNDER THE SUPERVISION OF: DATEGIL B. BERMEJO RCE 86264 MR. LEE CHAN & DON GABRIEL CONTACT: NAME: ADDRESS: TEL. NO.: 9428 ETON AVE. UNIT M, CHATSWORTH 818-341-1899 C.Y. GEOTECH, INC CALIFORNIA 91311 JOB NO.: CYG-22-9538 CONTACT: PAUL CAI, P.E. EMAIL: cygeotech@sbcglobal.net DATED: JULY 8, 2022 Engineering Geology & Geotechnical Engineering LA PORTE WAREHOUSE No. 86264 IC I LV G I L B E RM E J O Exp. 03-31-25 02/21/24 CLIENT/OWNER: TEL. NO. : 415-531-0055 MR. LEE CHAN CITY OF ARCADIA DEVELOPMENT SERVICES DEPARTMENT BUILDING DIVISION Z-22-0370 7343 SANTA ELISE CIRCLE, BUENA PARK, CALIFORNIA 90620 ENGINEERING & SURVEYING, INC TEL. NO. : 714-576-7725 EMAIL : info@zenithcels.com ZENiTH ARCHITECTURE ENGINEERING SURVEYING CONSTRUCTION EMAIL : danielsdisplay@icloud.com LOW IMPACT DEVELOPMENT ( IN FEET ) 1 inch = ft. GRAPHIC SCALE 0 8 84 16 CONSTRUCTION NOTES C-4 PLAN & DETAILS UNDISTURBED BASE 4" TYP. 1 12" to 3" WASHED GRAVEL BUILDING EDGE SECTION NOT TO SCALE BU I L D I N G / F O U N D A T I O N E D G E PLAN NOT TO SCALE 15 . 0 ' PER PLAN PR O P E R T Y L I N E PER PLAN PER PLAN 25' - 0" min.from bldg foundation PER PLAN PER PLAN PER PLAN 2.0% SLOPE INFILTRATION TRENCH DETAIL 5.0' MIN. FILTERPROVIDE FABRIC 15.0' PR O P E R T Y L I N E A.C. PAVEMENT A.C. PAVEMENT INFILTRATION TRENCH INFILTRATION TRENCH 4" crushed aggregate base compacted 1. 5 ' M I N . 25' - 0" min.from bldg foundation 10' - 0" min.from PL or PERMEABLE LINER INVERT PER 25' - 0" min.from bldg foundation 10' - 0" min.from PL PLAN INVERT PERPLAN TRENCH DRAIN INVERT PERPLAN GRATETRAFFIC TYPESLOPESLOPE NOT TO SCALE A1 = 4,096.00 SF ROOF AREA A2 = 2,894.00 SF + WALKWAY PARKING AREA 2 1 3 3 4 INV-IN PER PLAN 3/4" GRAVEL 24'X24'x3.0' PRETREATMENT BASIN 4" Ø PVC DRAIN PIPE BYPASS DRAIN PIPE TO APPROVE LOCATION 4" Ø PVC DRAIN PIPE INV-OUT PER PLAN4" Ø PVC DRAIN PIPE 12 " M I N . (with removable conc. cover) (OVERFLOW) CONC. PRE-FILTRATION BASIN NTS DRILL 1/8" WEEP HOLE TYP. 4 PLACES AT BOTTOM CORNERS (BELOW PAVEMENT) GRATE 4" Ø DRAIN PIPE TRAFFIC TYPE FILTERPROVIDE FABRIC FROM ROOF & AREA DRAINS 24"X24" C.B. WITHFILTER FABRIC 8" MIN. 8" MIN. CLASS "D" 8" LOAD APPLICATION FOR CONCRETE / REBAR SUSPENSION METHOD.N. T. S. TYPICAL DURASLOPE INSTALLATION 8" MIN. EXISTING OR NEW CONCRETE SLAB. 8"8" EXISTING OR NEW CONCRETE SLAB. 22" TR E N C H D E P T H V A R I E S WI T H S L O P E O F D R A I N . MIN. SAW CUT. 1" DS-200 FRAME NOTE: CALL TOLL FREE 1-800 227-2600 SERVICE ALERT BEFORE YOU DIG UNDERGROUND TWO WORKING DAYS ENGINEER'S NOTE TO CONTRACTOR:SOIL ENGINEER & PREPARED FORENGINEERING GEOLOGIST CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY LIABILITY, REAL OR ALLEGED, IN CONNECTION OF THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. THE EXISTENCE AND LOCATION OF OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED FROM BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. DATEREVISIONS NO. PROPOSED 1-STORY PROJECT ADDRESS: 142 LA PORTE STREET, ARCADIA, CA 91006 PROJECT : JOB NO.SHEET NAME: UNDER THE SUPERVISION OF: DATEGIL B. BERMEJO RCE 86264 MR. LEE CHAN & DON GABRIEL CONTACT: NAME: ADDRESS: TEL. NO.: 9428 ETON AVE. UNIT M, CHATSWORTH 818-341-1899 C.Y. GEOTECH, INC CALIFORNIA 91311 JOB NO.: CYG-22-9538 CONTACT: PAUL CAI, P.E. EMAIL: cygeotech@sbcglobal.net DATED: JULY 8, 2022 Engineering Geology & Geotechnical Engineering LA PORTE WAREHOUSE No. 86264 IC I LV G I L B E RM E J O Exp. 03-31-25 02/21/24 CLIENT/OWNER: TEL. NO. : 415-531-0055 MR. LEE CHAN CITY OF ARCADIA DEVELOPMENT SERVICES DEPARTMENT BUILDING DIVISION Z-22-0370 7343 SANTA ELISE CIRCLE, BUENA PARK, CALIFORNIA 90620 ENGINEERING & SURVEYING, INC TEL. NO. : 714-576-7725 EMAIL : info@zenithcels.com ZENiTH ARCHITECTURE ENGINEERING SURVEYING CONSTRUCTION EMAIL : danielsdisplay@icloud.com EROSION & SEDIMENT CONTROL NOTES EROSION AND SEDIMENT CONTROL PLAN (ESCP) GENERAL NOTES 1.IN CASE OF EMERGENCY, CALL ___________________________________ AT PHONE NO. _____________________ 2.TOTAL DISTURBED ACRE _____________________________WDID # __________________________________ I. RISK LEVEL MORE THAN 1 ACRE 1 2 3 (CIRCLE ONE AS DETERMINED BY STATE GENERAL PERMIT FOR SITES GREATER THAN 1 ACRE 3.A STAND-BY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (NOVEMBER 1 TO APRIL 15). NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF EMERGENCY DEVICES WHEN RAIN IS IMMINENT. 4.EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED WHEN APPROVED BY THE BUILDING OFFICIAL IF THE GRADING OPERATION HAS PROGRESSED TO THE POINT WHERE THEY ARE NO LONGER REQUIRED. 5.GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SITE PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. ALL LOOSE SOILS AND DEBRIS THAT MAY CREATE A POTENTIAL HAZARD TO OFF-SITE PROPERTY SHALL BE STABILIZED OR REMOVED FROM THE SITE ON A DAILY BASIS. 6.ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 HOURS AFTER EACH RAINSTORM AND BE DISPOSED OF PROPERLY. 7.A GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN ANY DEVICE EXCEEDS TWO FEET. THE DEVICE SHALL BE DRAINED OR PUMPED DRY WITHIN 24 HOURS AFTER EACH RAINSTORM. PUMPING AND DRAINING OF ALL BASINS AND DRAINAGE DEVICES MUST COMPLY MUST COMPLY WITH THE APPROPRIATE BMP FOR DEWATERING OPERATIONS. 8.THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE AND CONTAIN POLLUTANTS WITHIN THE SITE IS LEFT TO THE DISCRETION OF THE FIELD ENGINEER. ADDITIONAL DEVICES AS NEEDED SHALL BE INSTALLED TO RETAIN SEDIMENTS AND OTHER POLLUTANTS ON SITE. 9.DESILTING BASINS MAY NOT BE REMOVED OR MADE INOPERABLE BETWEEN NOVEMBER 1 AND APRIL 15 OF THE FOLLOWING YEAR WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL. 10.STORM WATER POLLUTION AND EROSION CONTROL DEVICES ARE TO BE MODIFIED, AS NEEDED, AS THE PROJECT PROGRESSES, THE DESIGN AND PLACEMENT OF THESE DEVICES IS THE RESPONSIBILITY OF THE FIELD ENGINEER. PLANS REPRESENTING CHANGES MUST BE SUBMITTED FOR APPROVAL IF REQUESTED BY THE BUILDING OFFICIAL. 11.EVERY EFFORT SHOULD BE MADE TO ELIMINATE THE DISCHARGE OF NON-STORM WATER FROM THE PROJECT SITES AT ALL TIMES. 12.ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON-SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES, OR WIND. 13.STOCKPILES OF EARTH AND OTHER CONSTRUCTION-RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER. 14.FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOILS 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. 15.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. 16.DEVELOPERS/CONTRACTORS ARE RESPONSIBLE TO INSPECT ALL EROSION CONTROL DEVICES AND BMPS ARE INSTALLED AND FUNCTIONING PROPERLY IF THERE IS A 50% OR GREATER PROBABILITY OF PREDICTED PRECIPITATION, AND AFTER ACTUAL PRECIPITATION. A CONSTRUCTION SITE INSPECTION CHECKLIST AND INSPECTION LOG SHALL BE MAINTAINED AT THE PROJECT SITE AT ALL TIMES AND AVAILABLE FOR REVIEW BY THE BUILDING OFFICIAL (COPIES OF THE SELF-INSPECTION CHECK LIST AND INSPECTION LOGS ARE AVAILABLE UPON REQUEST). 17.TRASH AND CONSTRUCTION-RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. 18.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. 19.ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND AND WATER. 20.AS THE ENGINEER/QSD OF RECORD, I HAVE SELECTED APPROPRIATE BMPS TO EFFECTIVELY MINIMIZE THE NEGATIVE IMPACTS OF THIS PROJECT’S CONSTRUCTION ACTIVITIES ON STORM WATER QUALITY. THE PROJECT OWNER AND CONTRACTOR ARE AWARE THAT THE SELECTED BMPS MUST BE INSTALLED, MONITORED, AND MAINTAINED TO ENSURE THEIR EFFECTIVENESS. CIVIL ENGINEER SIGNATURE DATE 21.THE FOLLOWING NOTES MUST BE ON PLANS. AS THE PROJECT OWNER OR AUTHORIZED AGENT OF THE OWNER, “I CERTIFY THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH THE SYSTEM DESIGNED TO ENSURE THAT A QUALIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THE INFORMATION SUBMITTED IS TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT SUBMITTING FALSE AND/ OR INACCURATE INFORMATION, FAILING TO UPDATE THE ESCP TO REFLECT CURRENT CONDITIONS, OR FAILING TO PROPERLY AND/OR ADEQUATELY IMPLEMENT THE ESCP MAY RESULT IN REVOCATION OF GRADING AND/OR OTHER PERMITS OR OTHER SANCTIONS PROVIDED BY LAW.” OWNER OR AUTHORIZED REPRESENTATIVE(PERMITTEE)DATE 22.DEVELOPERS/CONTRACTORS ARE RESPONSIBLE TO INSPECT ALL EROSION CONTROL DEVICES AND BMPS ARE INSTALLED AND FUNCTIONING PROPERLY AS REQUIRED BY THE STATE CONSTRUCTION GENERAL PERMIT. A CONSTRUCTION SITE INSPECTION CHECKLIST AND INSPECTION LOG SHALL BE MAINTAINED AT THE PROJECT SITE AT ALL TIMES AND AVAILABLE FOR REVIEW BY THE BUILDING OFFICIAL. THE FOLLOWING BMP'S AS OUTLINED IN, BUT NOT LIMITED TO, THE BEST MANAGEMENT PRACTICE HANDBOOK, CALIFORNIA STORMWATER QUALITY TASK FORCE, SACRAMENTO, CALIFORNIA 2009, OR THE LATEST REVISED EDITION, MAY APPLY DURING THE CONSTRUCTION OF THIS PROJECT(ADDITIONAL MEASURES MAY BE REQUIRED IF DEEMED APPROPRIATE BY COUNTY INSPECTORS.) EROSION CONTROL EC1 - SCHEDULING EC2 - PRESERVATION OF EXISTING VEGETATION EC3 - HYDRAULIC MULCH EC4 - HYDROSEEDING EC5 - SOIL BINDERS EC6 - STRAW MULCH EC7 - GEOTEXTILES AND MATS EC8 - WOOD MULCHING EC9 - EARTH DIKES AND DRAINAGE SWALES EC10 - VELOCITY DISSIPATION DEVICE EC11 - SLOPE DRAINS EC12 - STREAMBANK STABILIZATION EC13 - POLYACRYLAMIDE TEMPORARY SEDIMENTS CONTROL SE1 - SILT FENCE SE2 - SEDIMENT BASIN SE3 - SEDIMENT TRAP SE4 - CHECK DAM SE5 - FIBER ROLLS SE6 - GRAVEL BAG BERM SE7 - STREET SWEEPING AND VACCUMING SE8 - GRAVEL BAG BARRIER SE9 - STORM DRAIN INLET PROTECTION WIND EROTION CONTROL WE1 - WIND EROSION CONTROL EQUIPMENT TRACKING CONTROL TC1 - STABILIZED CONSTRUCTION ENTRANCE TC2 - STABILIZED CONSTRUCTION ROADWAY TC3 - ENTRANCE/OUTLET TIRE TRASH NON-STORMWATER MANAGEMENT NS1 - WATER CONSTRUCTION PRACTICE NS2 - DEWATERING OPERATIONS NS3 - PAVING AND GRINDING OPERATIONS NS4 - TEMPORARY STREAM CROSSING NS5 - CLEAR WATER DIVERSION NS6 - ILLICIT CONNECTION/DISCHARGE NS7 - POTABLE WATER/ IRRIGATION NS8 - VEHICLE AND EQUIPMENT CLEANING NS9 - VEHICLE AND EQUIPMENT FUELING NS10 - VEHICLE AND EQUIPMENT MAINTENANCE NS11 - PILE DRIVING OPERATIONS NS12 - CONCRETE CURING NS13 - CONCRETE FINISHING NS14 - MATERIAL AND EQUIPMENT USE NS15 - DEMOLISION ADJACET TO WATER NS16 - TEMPORARY BATCH PLANTS WASTE MANAGEMENT AND MATERIAL POLLUTION CONTROL WM1 - MATERIAL DELIVERY AND STORAGE WM2 - MATERIAL USE WM3 - STOCKPILE MANAGEMENT WM4 - SPILL PRESERVATION AND CONTROL WM5 - SOLID WASTE MANAGEMENT WM6 - HAZARDOUS WASTE MANAGEMENT WM7 - CONTAMINATION SOIL MANAGEMENT WM8 - CONCRETE WASTE MANAGEMENT WM9 - SANITARY/SEPTIC WASTE MANAGEMENT WM10 - LIQUID WASTE MANAGEMENT GIL B. BERMEJO 0.18 AC GIL B. BERMEJO 714-576-7725 BEST MANAGEMENT PRACTICE NOTES 1. EVERY EFFORT SHOULD BE MADE TO ELIMINATE THE DISCHARGE OF NON-STORMWATER FROM THE PROJECT SITE AT ALL TIMES. 2. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON-SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES OR WIND. 3. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER. 4. 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. 5. 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. 6. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. 7. 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. 8. ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND AND WATER. 9. “I CERTIFY THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ENSURE THAT QUALIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THE INFORMATION SUBMITTED IS TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT SUBMITTING FALSE AND/ OR INACCURATE INFORMATION, FAILING TO UPDATE THE ESCP TO REFLECT CURRENT CONDITIONS, OR FAILING TO PROPERLY AND/ OR ADEQUATELY IMPLEMENT THE ESCP MAY RESULT IN REVOCATION OF GRADING AND/ OR OTHER PERMITS OR OTHER SANCTIONS PROVIDED BY LAW.” PRINT NAME _____________________________________________ (OWNER OR AUTHORIZED AGENT OF THE OWNER) SIGNATURE ______________________________________________ DATE __________________ (OWNER OR AUTHORIZED AGENT OF THE OWNER) THE FOLLOWING BMPS AS OUTLINED IN, BUT NOT LIMITED TO, THE LATEST EDITION OF THE CASQA CONSTRUCTION BMP ONLINE HANDBOOK OR CALTRANS STORMWATER QUALITY HANDBOOKS (CONSTRUCTION SITE BMP MANUAL), MAY APPLY DURING THE CONSTRUCTION OF THIS PROJECT (ADDITIONAL MEASURES MAY BE REQUIRED IF DEEMED APPROPRIATE BY THE PROJECT ENGINEER OR THE BUILDING OFFICIAL) N/A MR. LEE CHAN MR. LEE CHAN ESCP-1 01/28/2023 118.72 ROOF ELEV. 117.31 ROOF ELEV. 48"Ø TREE 24"Ø TREE 18"Ø TREE 12"Ø TREE 102.26 TC 101.78FL 102.34TOP "X" 101.90FL 101.72BOT "X" 101.80BOT "X" 102.37 TOP "X" 101.93FL 102.46TC 101.95FL 102.58 TC 102.07FL 102.71TC 102.28FL 102.92 102.56102.57 102.49 102.54 102.48 102.32 102.30102.43 102.44 102.14 102.21 102.47 102.65 102.87 102.76 102.68102.74 102.67 102.70 102.54TC 102.68TC 102.19 102.30 102.37 102.40 102.08 102.20 102.49 102.56 103.60 104.34 104.30 104.53FF 104.27 103.41 102.48 102.81 102.77 102.63 102.45 102.59 102.50 102.68102.72 102.69 102.74 102.63 102.04 105.64TW105.86 TW 18"Ø TREE 36"Ø TREE 124.77 103.03 102.96 102.87 102.83102.90 102.76 102.59 102.43 102.51102.61 102.66 102.81 103.03103.18 102.73 102.75 102.68102.73 104.24 102.72 107.15TW 107.15TW 105.81TW 105.73TW 108.44TW 101.31 104.04 102.23 102.22 104.15 104.48FF 102.22 102.17 102.17102.04101.88101.82101.61 101.63101.46101.40101.30101.34 101.37 101.49 101.40 101.36 101.38 101.38 101.50 101.68 101.86 101.95 101.94 102.02 102.04 101.91 102.09 102.22 102.28 102.37 102.26 102.27 102.17 102.04 101.53 101.40 101.52 101.58 101.88 102.04 102.12 102.22 101.32 101.35 101.32101.47101.34 101.48 101.39 101.33 101.34101.38 101.95 101.94102.10FF 101.36 101.48 101.49 101.34 101.41 101.42101.23101.07 101.08 107.26TW 101.28 101.20 101.10 100.91 101.26101.27 101.33101.17 101.43 101.32 101.48 101.44 101.33 101.26 101.16 101.13 101.01 100.88 100.90 100.86 100.75100.74 10 0 . 8 5 10 0 . 8 2 10 0 . 7 7 10 0 . 9 9 10 0 . 9 6 10 0 . 9 1 10 1 . 1 3 10 1 . 0 7 10 1 . 1 4 101.44 101.30 101.20 101.07 100.92 100.93 100.91 100.83 C/ L LA P O R T E S T R E E T C/ L A L L E Y 102.61 APN : 5773-004-015 APN : 5773-004-027 2-STORY BLDG STORAGE SHED APN : 5773-004-014 1-STORY HOUSE WAREHOUSE 1-STORY HOUSE @ 103.15 FF CALL TOLL FREE 1-800 227-2600 SERVICE ALERT BEFORE YOU DIG UNDERGROUND TWO WORKING DAYS ENGINEER'S NOTE TO CONTRACTOR:SOIL ENGINEER & PREPARED FORENGINEERING GEOLOGIST CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY LIABILITY, REAL OR ALLEGED, IN CONNECTION OF THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. THE EXISTENCE AND LOCATION OF OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED FROM BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. DATEREVISIONS NO. PROPOSED 1-STORY PROJECT ADDRESS: 142 LA PORTE STREET, ARCADIA, CA 91006 PROJECT : JOB NO.SHEET NAME: UNDER THE SUPERVISION OF: DATEGIL B. BERMEJO RCE 86264 MR. LEE CHAN & DON GABRIEL CONTACT: NAME: ADDRESS: TEL. NO.: 9428 ETON AVE. UNIT M, CHATSWORTH 818-341-1899 C.Y. GEOTECH, INC CALIFORNIA 91311 JOB NO.: CYG-22-9538 CONTACT: PAUL CAI, P.E. EMAIL: cygeotech@sbcglobal.net DATED: JULY 8, 2022 Engineering Geology & Geotechnical Engineering LA PORTE WAREHOUSE No. 86264 IC I LV G I L B E RM E J O Exp. 03-31-25 02/21/24 CLIENT/OWNER: TEL. NO. : 415-531-0055 MR. LEE CHAN CITY OF ARCADIA DEVELOPMENT SERVICES DEPARTMENT BUILDING DIVISION Z-22-0370 7343 SANTA ELISE CIRCLE, BUENA PARK, CALIFORNIA 90620 ENGINEERING & SURVEYING, INC TEL. NO. : 714-576-7725 EMAIL : info@zenithcels.com ZENiTH ARCHITECTURE ENGINEERING SURVEYING CONSTRUCTION EMAIL : danielsdisplay@icloud.com EROSION & SEDIMENT CONTROL PLAN 2 1 BMP CONSTRUCTION NOTES: 4 3 PLACE SAND BAGS TWO ROWS HIGH PER CASQA BMP # SE-8 (SEE DETAIL ON SHEET ESCP-5). PROVIDE BERMED CONCRETE AND MORTAR WASHOUT CONTAINMENT AREA PER CASQA BMP # WM-8 (SEE DETAIL ON SHEET ESCP-4). PROTECT STOCKPILED MATERIALS FROM EROSION PER CASQA BMP # WM-3 (SEE DETAIL ON SHEET ESCP-4). INSTALL STABILIZED CONSTRUCTION ENTRANCE PER CASQA BMP # TC-1 (SEE DETAIL ON SHEET ESCP-3). 5 6 PROVIDE STREET SWEEPING AND VACUUMING PER CASQA BMP # SE-7 (SEE DETAIL ON ESCP-6). PLACE TEMPORARY SANITARY/SEPTIC WASTE MANAGEMENT PER CASQA BMP # WM-9 (SEE DETAIL ON ESCP-6). 3 2 4 6 ESCP-2 1 44 4 4 4 5 6 CALL TOLL FREE 1-800 227-2600 SERVICE ALERT BEFORE YOU DIG UNDERGROUND TWO WORKING DAYS ENGINEER'S NOTE TO CONTRACTOR:SOIL ENGINEER & PREPARED FORENGINEERING GEOLOGIST CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY LIABILITY, REAL OR ALLEGED, IN CONNECTION OF THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. THE EXISTENCE AND LOCATION OF OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED FROM BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. DATEREVISIONS NO. PROPOSED 1-STORY PROJECT ADDRESS: 142 LA PORTE STREET, ARCADIA, CA 91006 PROJECT : JOB NO.SHEET NAME: UNDER THE SUPERVISION OF: DATEGIL B. BERMEJO RCE 86264 MR. LEE CHAN & DON GABRIEL CONTACT: NAME: ADDRESS: TEL. NO.: 9428 ETON AVE. UNIT M, CHATSWORTH 818-341-1899 C.Y. GEOTECH, INC CALIFORNIA 91311 JOB NO.: CYG-22-9538 CONTACT: PAUL CAI, P.E. EMAIL: cygeotech@sbcglobal.net DATED: JULY 8, 2022 Engineering Geology & Geotechnical Engineering LA PORTE WAREHOUSE No. 86264 IC I LV G I L B E RM E J O Exp. 03-31-25 02/21/24 CLIENT/OWNER: TEL. NO. : 415-531-0055 MR. LEE CHAN CITY OF ARCADIA DEVELOPMENT SERVICES DEPARTMENT BUILDING DIVISION Z-22-0370 7343 SANTA ELISE CIRCLE, BUENA PARK, CALIFORNIA 90620 ENGINEERING & SURVEYING, INC TEL. NO. : 714-576-7725 EMAIL : info@zenithcels.com ZENiTH ARCHITECTURE ENGINEERING SURVEYING CONSTRUCTION EMAIL : danielsdisplay@icloud.com (CASQA BMP # TC-1 ) EROSION & SEDIMENT CONTROL DETAILS ESCP-3 CALL TOLL FREE 1-800 227-2600 SERVICE ALERT BEFORE YOU DIG UNDERGROUND TWO WORKING DAYS ENGINEER'S NOTE TO CONTRACTOR:SOIL ENGINEER & PREPARED FORENGINEERING GEOLOGIST CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY LIABILITY, REAL OR ALLEGED, IN CONNECTION OF THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. THE EXISTENCE AND LOCATION OF OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED FROM BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. DATEREVISIONS NO. PROPOSED 1-STORY PROJECT ADDRESS: 142 LA PORTE STREET, ARCADIA, CA 91006 PROJECT : JOB NO.SHEET NAME: UNDER THE SUPERVISION OF: DATEGIL B. BERMEJO RCE 86264 MR. LEE CHAN & DON GABRIEL CONTACT: NAME: ADDRESS: TEL. NO.: 9428 ETON AVE. UNIT M, CHATSWORTH 818-341-1899 C.Y. GEOTECH, INC CALIFORNIA 91311 JOB NO.: CYG-22-9538 CONTACT: PAUL CAI, P.E. EMAIL: cygeotech@sbcglobal.net DATED: JULY 8, 2022 Engineering Geology & Geotechnical Engineering LA PORTE WAREHOUSE No. 86264 IC I LV G I L B E RM E J O Exp. 03-31-25 02/21/24 CLIENT/OWNER: TEL. NO. : 415-531-0055 MR. LEE CHAN CITY OF ARCADIA DEVELOPMENT SERVICES DEPARTMENT BUILDING DIVISION Z-22-0370 7343 SANTA ELISE CIRCLE, BUENA PARK, CALIFORNIA 90620 ENGINEERING & SURVEYING, INC TEL. NO. : 714-576-7725 EMAIL : info@zenithcels.com ZENiTH ARCHITECTURE ENGINEERING SURVEYING CONSTRUCTION EMAIL : danielsdisplay@icloud.com (CASQABMP # WM-8) EROSION & SEDIMENT CONTROL DETAILS ESCP-4 CALL TOLL FREE 1-800 227-2600 SERVICE ALERT BEFORE YOU DIG UNDERGROUND TWO WORKING DAYS ENGINEER'S NOTE TO CONTRACTOR:SOIL ENGINEER & PREPARED FORENGINEERING GEOLOGIST CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY LIABILITY, REAL OR ALLEGED, IN CONNECTION OF THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. THE EXISTENCE AND LOCATION OF OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED FROM BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. DATEREVISIONS NO. PROPOSED 1-STORY PROJECT ADDRESS: 142 LA PORTE STREET, ARCADIA, CA 91006 PROJECT : JOB NO.SHEET NAME: UNDER THE SUPERVISION OF: DATEGIL B. BERMEJO RCE 86264 MR. LEE CHAN & DON GABRIEL CONTACT: NAME: ADDRESS: TEL. NO.: 9428 ETON AVE. UNIT M, CHATSWORTH 818-341-1899 C.Y. GEOTECH, INC CALIFORNIA 91311 JOB NO.: CYG-22-9538 CONTACT: PAUL CAI, P.E. EMAIL: cygeotech@sbcglobal.net DATED: JULY 8, 2022 Engineering Geology & Geotechnical Engineering LA PORTE WAREHOUSE No. 86264 IC I LV G I L B E RM E J O Exp. 03-31-25 02/21/24 CLIENT/OWNER: TEL. NO. : 415-531-0055 MR. LEE CHAN CITY OF ARCADIA DEVELOPMENT SERVICES DEPARTMENT BUILDING DIVISION Z-22-0370 7343 SANTA ELISE CIRCLE, BUENA PARK, CALIFORNIA 90620 ENGINEERING & SURVEYING, INC TEL. NO. : 714-576-7725 EMAIL : info@zenithcels.com ZENiTH ARCHITECTURE ENGINEERING SURVEYING CONSTRUCTION EMAIL : danielsdisplay@icloud.com (CASQABMP # WM-3 & SE-8) EROSION & SEDIMENT CONTROL DETAILS ESCP-5 CALL TOLL FREE 1-800 227-2600 SERVICE ALERT BEFORE YOU DIG UNDERGROUND TWO WORKING DAYS ENGINEER'S NOTE TO CONTRACTOR:SOIL ENGINEER & PREPARED FORENGINEERING GEOLOGIST CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY LIABILITY, REAL OR ALLEGED, IN CONNECTION OF THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. THE EXISTENCE AND LOCATION OF OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED FROM BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. DATEREVISIONS NO. PROPOSED 1-STORY PROJECT ADDRESS: 142 LA PORTE STREET, ARCADIA, CA 91006 PROJECT : JOB NO.SHEET NAME: UNDER THE SUPERVISION OF: DATEGIL B. BERMEJO RCE 86264 MR. LEE CHAN & DON GABRIEL CONTACT: NAME: ADDRESS: TEL. NO.: 9428 ETON AVE. UNIT M, CHATSWORTH 818-341-1899 C.Y. GEOTECH, INC CALIFORNIA 91311 JOB NO.: CYG-22-9538 CONTACT: PAUL CAI, P.E. EMAIL: cygeotech@sbcglobal.net DATED: JULY 8, 2022 Engineering Geology & Geotechnical Engineering LA PORTE WAREHOUSE No. 86264 IC I LV G I L B E RM E J O Exp. 03-31-25 02/21/24 CLIENT/OWNER: TEL. NO. : 415-531-0055 MR. LEE CHAN CITY OF ARCADIA DEVELOPMENT SERVICES DEPARTMENT BUILDING DIVISION Z-22-0370 7343 SANTA ELISE CIRCLE, BUENA PARK, CALIFORNIA 90620 ENGINEERING & SURVEYING, INC TEL. NO. : 714-576-7725 EMAIL : info@zenithcels.com ZENiTH ARCHITECTURE ENGINEERING SURVEYING CONSTRUCTION EMAIL : danielsdisplay@icloud.com (CASQABMP # WM-9) EROSION & SEDIMENT CONTROL DETAILS ESCP-6