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140
<br />140
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<br />141
<br />141
<br />141
<br />142
<br />141.4
<br />140.4
<br />10123
<br />2219046.35
<br />6079527.45
<br />140.12
<br />E 4TH ST
<br />FP
<br />FIRE LANE
<br />DS DS
<br />DS DS
<br />DS
<br />DSDS
<br />DS
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<br />SITE PLAN NOTES
<br />FIRE FLOW CALCULATION
<br />The required fire flow for fire hydrants at this location is 0,000 gpm, at 20 psi
<br />residual pressure, for a duration of 2 hour over and above maximum daily
<br />domestic demand. Fire code 507.3 and Appendix B.
<br />Type of construction per the Building Code: Type VA
<br />Fire-flow calculation area: 00,000 sq ft
<br />Fire flow based on the fire-flow calculation area 0,000 gpm
<br />Reduction for fire sprinklers (maximum 50%) 0,000 gpm
<br />Total fire flow required 0,000 gpm
<br />SITE PLAN LEGEND
<br />ACCESSIBLE PATH OF TRAVEL NOTES:
<br />1. NO ABRUPT CHANGES IN ELEVATIONS ALONG PATH OF TRAVEL SHOWN.
<br />SLOPE IN DIRECTION OF TRAVEL SHALL NOT EXCEED 5% UNLESS A RAMP IS
<br />PROVIDED. CROSS-SLOPE ALONG THE PATH OF TRAVEL SHALL NOT EXCEED
<br />2%. WHERE PROVIDED, RAMPS SHALL COMPLY WITH CBC/ADA AND SHALL BE
<br />PROVIDED WITH HANDRAILS AND EDGE PROTECTION AS REQUIRED BY CBC.
<br />2. SEE ADDITIONAL NOTES ON SHEET A089, INCLUDING BUT NOT LIMITED TO
<br />"SITE DEVELOPMENT & ACCESSIBLE ROUTE OF TRAVEL", "WALKS AND
<br />SIDEWALKS", "CURB RAMPS", "RAMPS (INTERIOR AND EXTERIOR)", AND
<br />"HAZARDS ON ACCESSIBLE ROUTES".
<br />3. ALL SIDEWALKS ALONG ACCESSIBLE ROUTE SHALL BE 48" WIDE MIN. IN
<br />CLEAR WIDTH.
<br />4. INSPECTOR TO VERIFY ACCESSIBLE ROUTE.
<br />A.D.A. ACCESSIBLE PATH OF TRAVEL. 48"
<br />MIN. WIDTH. LESS THAN 5% SLOPE IN THE
<br />DIRECTIONS OF TRAVEL & 2% CROSS SLOPE.
<br />(SEE SHEETS A102 & A103 FOR GRADING
<br />BETWEEN THE SIDEWALK AND VEHICULAR
<br />DRIVEWAY)
<br />1. ADJOINING PUBLIC & PRIVATE PROPERTY SHALL BE PROTECTED FROM DAMAGE
<br />DURING CONSTRUCTION, REMODELING AND DEMOLITION WORK. PROTECTION
<br />MUST BE PROVIDED FOR FOOTINGS, FOUNDATIONS, WALLS AND ROOFS.
<br />PROVISIONS SHALL BE MADE TO CONTROL WATER RUNOFF AND EROSION DURING
<br />CONSTRUCTION OR DEMOLITION ACTIVITIES. THE PERSON MAKING OR CAUSING
<br />AN EXCAVATION TO BE MADE SHALL PROVIDE WRITTEN NOTICE TO THE OWNERS
<br />OF ADJOINING BUILDINGS ADVISING THEM THAT THE EXCAVATION IS TO BE MADE
<br />AND THAT THE ADJOINING BUILDINGS SHOULD BE PROTECTED.
<br />2. ANY OBSTRUCTION THAT OVERHANGS A PEDESTRIAN WAY SHALL BE A MINIMUM
<br />OF 80 INCHES ABOVE THE WALKING SURFACE AS MEASURED FROM THE BOTTOM
<br />OF THE OBSTRUCTION. EXCEPTION: DOOR CLOSERS AND DOOR STOPS SHALL BE
<br />PERMITTED TO BE 78" MIN. ABOVE THE FINISH FLOOR OR GROUND.
<br />3. CONSTRUCTION IN THE PUBLIC RIGHT OF WAY AND PROJECTION BEYOND THE
<br />PROPERTY LINES OR INTO THE ALLEYS SHALL COMPLY WITH CBC CHAPTER 32.
<br />4. PEDESTRIANS SHALL BE PROTECTED DURING CONSTRUCTION, REMODELING AND
<br />DEMOLITION ACTIVITIES AS REQUIRED BY COUNTY OF LOS ANGELES BUILDING
<br />CODE CHAPTER 33.
<br />5. CONTRACTOR TO COMPLY WITH PROTECTION OF ADJOINING PROPERTY BY
<br />PROVIDING A WRITTEN NOTICE TO THE OWNERS OF ADJOINING BUILDINGS
<br />ADVISING THEM WHEN EXCAVATION DEEPER THAN FOUNDATION OF THE
<br />ADJOINING BUILDING AND LOCATED LESS THAN EXCAVATION DEPTH TO THE
<br />PROPERTY LINE IS TO BE MADE AND THAT THE ADJOINING BUILDINGS SHOULD BE
<br />PROTECTED. SAID NOTIFICATION SHALL BE DELIVERED NOT LESS THAN 10 DAYS
<br />PRIOR TO THE SCHEDULED STARTING DATE OF EXCAVATION. (CA CIVIL CODE
<br />SECTION 832.3307.1)
<br />6. APPROVED BUILDING ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED
<br />BUILDING IDENTIFICATION SHALL BE PROVIDED AND MAINTAINED SO AS TO BE
<br />PLAINLY VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE PROPERTY. THE
<br />NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, BE ARABIC NUMERALS OR
<br />ALPHABET LETTERS, AND BE A MINIMUM OF 4 INCHES HIGH WITH A MINIMUM
<br />STROKE WIDTH OF 0.5 INCH. FIRE CODE 505.1
<br />7. AN APPROVED KEY BOX, LISTED IN ACCORDANCE WITH UL 1037 SHALL BE
<br />PROVIDED AS REQUIRED BY FIRE CODE 506. THE LOCATION OF EACH KEY BOX
<br />SHALL BE DETERMINED BY THE FIRE INSPECTOR.
<br />8. MULTIPLE RESIDENTIAL AND COMMERCIAL BUILDINGS HAVING ENTRANCES TO
<br />INDIVIDUAL UNITS NOT VISIBLE FROM THE STREET OR ROAD SHALL HAVE UNIT
<br />NUMBERS DISPLAYED IN GROUPS FOR ALL UNITS WITHIN EACH STRUCTURE. SUCH
<br />NUMBERS MAY BE GROUPED ON THE WALL OF THE STRUCTURE OR MOUNTED ON
<br />A POST INDEPENDENT OF THE STRUCTURE AND SHALL BE POSITIONED TO BE
<br />PLAINLY VISIBLE FROM THE STREET OR ROAD AS REQUIRED BY FIRE CODE 505.3
<br />AND IN ACCORDANCE WITH FIRE CODE 505.1.
<br />9. ALL ON-SITE FIRE HYDRANTS SHALL HAVE A MINIMUM, A FIRE-FLOW OF _____ GPM
<br />AT __ PSI FOR A DURATION OF _ HOURS. IF MORE THAN ONE ON-SITE FIRE
<br />HYDRANT IS REQUIRED, THE FIRE-FLOW SHALL BE IN ACCORDANCE WITH TABLE
<br />B105.1 AND TABLE B105.2. ALL ON-SITE HYDRANTS SHALL BE INSTALLED A
<br />MINIMUM OF 25 FEET FROM A STRUCTURE OR PROTECTED BY A TWO-HOUR
<br />FIREWALL. EXCEPTION: FOR FULLY SPRINKLERED MULTI-RESIDENTIAL
<br />STRUCTURES, ON-SITE HYDRANTS MAY BE INSTALLED A MINIMUM OF 10 FEET
<br />FROM THE STRUCTURE.
<br />10. ALL FIRE HYDRANTS SHALL MEASURE 6"x4"x2-1/2", BRASS OR BRONZE,
<br />CONFORMING TO AMERICAN WATER WORKS ASSOCIATION STANDARD C503, OR
<br />APPROVED EQUAL, AND SHALL BE INSTALLED IN ACCORDANCE WITH THE COUNTY
<br />OF LOS ANGELES FIRE DEPARTMENT REGULATION 8.
<br />11. ALL REQUIRED PUBLIC FIRE HYDRANTS SHALL BE INSTALLED, TESTED AND
<br />ACCEPTED PRIOR TO BEGINNING CONSTRUCTION. FIRE CODE 501.4
<br />12. ALL ON-SITE FIRE HYDRANTS SHALL BE INSTALLED, TESTED AND APPROVED PRIOR
<br />TO BUILDING OCCUPANCY. FIRE CODE 901.5.1
<br />13. PLANS SHOWING UNDERGROUND PIPING FOR PRIVATE ON-SITE FIRE HYDRANTS
<br />SHALL BE SUBMITTED TO THE SPRINKLER PLAN CHECK FOR REVIEW AND
<br />APPROVAL PRIOR TO INSTALLATION. FIRE CODE 901.2.
<br />14. A MANUAL FIRE ALARM SYSTEM THAT ACTIVATES THE OCCUPANT NOTIFICATION
<br />SYSTEM IN ACCORDANCE WITH FIRE CODE 907.5 AND BUILDING CODE 907.5 SHALL
<br />BE IN GROUP R-1 AND R-2 OCCUPANCIES AS REQUIRED BY FIRE CODE 907.2.8.1
<br />AND BUILDING CODE 907.2.8.1 FOR GROUP R-1 OCCUPANCIES; FIRE CODE 907.2.9.1
<br />OR BUILDING CODE 907.2.9.1 FOR GROUP R-2 OCCUPANCIES. FIRE ALARM PLANS
<br />SHALL BE SUBMITTED TO THE FIRE ALARM PLAN CHECK UNIT FOR REVIEW AND
<br />APPROVAL PRIOR TO INSTALLATION.
<br />15. A FIRE SAFETY AND EMERGENCY EVACUATION PLAN SHALL BE PREPARED AND
<br />MAINTAINED FOR THE OCCUPANCIES SPECIFIED IN FIRE CODE 404.2 AS REQUIRED
<br />BY FIRE CODE 404.1. SUBMIT FIRE SAFETY AND EMERGENCY EVACUATION PLANS
<br />TO THE REGIONAL FIRE PREVENTION INSPECTION OFFICE FOR REVIEW AND
<br />APPROVAL PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY.
<br />16. PROVIDE AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM IN ACCORDANCE
<br />WITH THE PROVISIONS SET FORTH IN BUILDING CODE SECTION 903.3 AS REQUIRED
<br />FOR THE USES SPECIFIED IN BUILDING CODE CHAPTER 4, BUILDING AREA
<br />INCREASE ALLOWANCES SPECIFIED IN BUILDING CODE SECTIONS 506 & 507 AND
<br />THE OCCUPANCY GROUPS SPECIFIED IN BUILDING CODE SECTION 903.2. FIRE
<br />SPRINKLER PLANS SHALL BE SUBMITTED TO THE SPRINKLER PLAN CHECK FOR
<br />REVIEW AND APPROVAL PRIOR TO INSTALLATION IN ACCORDANCE WITH FIRE
<br />CODE 901.2.
<br />17. PROVIDE AN APPROVED MANUAL FIRE ALARM OR AUTOMATIC SMOKE DETECTION
<br />SYSTEM IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN FIRE CODE 907 AS
<br />REQUIRED FOR THE USES SPECIFIED IN BUILDING CODE CHAPTER 4 PLUS THE
<br />OCCUPANCY GROUPS AND USES SPECIFIED IN FIRE CODE 907.2 THROUGH 907.2.29.
<br />FIRE ALARM AND SMOKE DETECTION PLANS SHALL BE SUBMITTED TO THE FIRE
<br />ALARM PLAN CHECK UNIT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION IN
<br />ACCORDANCE WITH FIRE CODE 901.2.
<br />17. DOORS IN THE MEANS OF EGRESS SHALL BE READILY OPENABLE FROM THE
<br />EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT
<br />AS SET FORTH IN BUILDING CODE 1010.2.
<br />18. THROUGH PENETRATIONS AND MEMBRANE PENETRATIONS OF HORIZONTAL
<br />ASSEMBLIES, FIRE-RESISTANCE RATED WALL ASSEMBLIES AND SMOKE
<br />BARRIERS SHALL BE PROTECTED IN ACCORDANCE WITH THE SPECIFICATIONS
<br />SET FORTH IN BUILDING CODE 714.
<br />19. CONTRACTOR SHALL CONTACT CITY OF TORRANCE FOR INFORMATION ON
<br />CONSTRUCTION AND DEMOLITION RECYCLING CONSTRUCTION WASTE
<br />MANAGEMENT PLAN, FILLING AND PULLING A RECYCLING PERMIT.
<br />20. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH
<br />AND FREE OF ABRUPT CHANGES. (1112A.5)
<br />21. THE SURFACE OF EACH CURB RAMP AND ITS FLARED SIDES SHALL BE STABLE,
<br />FIRM, AND SLIP RESISTANT AND SHALL BE OF CONTRASTING FINISH FROM THAT
<br />OF THE ADJACENT SIDEWALK. (1112A.7)
<br />22. CURB RAMPS SHALL BE LOCATED TO PREVENT THEIR OBSTRUCTION BY PARKED
<br />CARS. BUILT-UP CURB RAMPS SHALL BE LOCATED SO THAT THEY DO NOT
<br />PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES, OR THE
<br />ADJACENT LOADING AND UNLOADING ACCESS AISLES. (1112A.2)
<br />PROPERTY LINE
<br />6' HT. TUBULAR STEEL SECURITY
<br />FENCING. SEE
<br />EXISTING FIRE HYDRANT
<br />FIRE DEPARTMENT ACCESS ROUTE
<br />ELECTRIC METER CLOSETE
<br />BUILDING ADDRESS SIGNAGE:
<br />GROUPED ADDRESS NUMBERS
<br />SIGNAGE PER FIRE CODE 505.3
<br />BUILDING UNIT
<br />HVAC UNITS
<br />DS INDICATES DOWNSPOUT. TO MATCH
<br />ADJACENT WALL COLOR.
<br />PUBLIC WORKS NOTES:
<br />1. INSTALL 24”BOX STREET TREES AND TREE WELLS PER THE CITY STANDARDS AND
<br />APPROVED PLAN, AS NEEDED.
<br />2. REMOVAL AND CONSTRUCTION OF NEW 10”FULL WIDTH SIDEWALK, ALONG THE
<br />PROJECT FRONTAGE ON FOURTH STREET, PER CITY STANDARDS.
<br />3. NO GATES WILL BE INSTALLED ON THE PREMISES
<br />4. "NO LEFT TURN”AT THE DRIVEWAY ON FOURTH STREET.
<br />5. THIS SITE WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE
<br />CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD SANTA ANA REGION ORDER
<br />NO. R8-2009-0030 DISCHARGE REQUIREMENTS (MS4 PERMIT).
<br />6. PRIOR TO THE ISSUANCE OF ANY BUILDING PERMIT, THE APPLICANT IS TO 1) SUBMIT
<br />AND HAVE APPROVED DESIGN PLANS FOR THE CONSTRUCTION/RELOCATION OF ANY
<br />PUBLIC UTILITIES (I.E., WATER, FIRE, SEWER, STORM, ETC.), 2) OBTAIN A STREET WORK
<br />PERMIT, 3) CONSTRUCT ALL AFOREMENTIONED IMPROVEMENTS, AND 4) HAVE THE
<br />IMPROVEMENTS ACCEPTED BY THE CITY ENGINEER AND/OR HIS REPRESENTATIVE
<br />PRIOR TO THE ISSUANCE OF ANY BUILDING PERMIT.
<br />7. THE BMPS, SHOWN ON THE APPROVED SITE PLAN ARE ONLY PRELIMINARY AND WILL
<br />BE REVISED OR MODIFIED AS NECESSARY UPON COMPLETION OF THE WQMP. PRIOR TO
<br />THE ISSUANCE OF THE GRADING PERMIT, THE APPROVED GRADING/UTILITY PLAN SHALL
<br />INCORPORATE ALL REQUIRED STRUCTURAL BMPS. FOR ASSISTANCE AND AN
<br />INFORMATIONAL HANDOUT (INCLUDING A WQMP TEMPLATE)
<br />GX INDICATES GATE. SEE DETAIL
<br />A
<br />SYNTHETIC TURF AREA
<br />PEDESTRIAN CONCRETE PAVING
<br />B
<br />/2 A901
<br />A
<br />PEDESTRIAN PAVERS
<br />4'-0".
<br />5'-0".
<br />MANEUVERABILITY AT EXTERIOR GATE
<br />2'
<br />-
<br />0
<br />"
<br />.
<br />1'
<br />-
<br />0
<br />"
<br />.
<br />/3 A901
<br />B
<br />C
<br />DENOTES 4'-0" WIDE PATH OF TRAVEL
<br />FIRE DEPARTMENT LADDER PAD
<br />FOR RESCUE WINDOWS PER B-01
<br />GUIDELINE, SECTION 6.5
<br />BT
<br />W
<br />N
<br />.
<br />
<br />B
<br />L
<br />D
<br />G
<br />S
<br />.
<br />10
<br />'
<br />
<br />-
<br />
<br />0
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<br />PR
<br />O
<br />V
<br />I
<br />D
<br />E
<br />D
<br />
<br />S
<br />T
<br />B
<br />K
<br />10
<br />'
<br />
<br />-
<br />
<br />0
<br />"
<br />E
<br />E
<br />A0
<br />2
<br />0
<br />East
<br />elevation
<br />FSD
<br />A0
<br />2
<br />0
<br />So
<br />u
<br />t
<br />h
<br />FS
<br />D
<br />TRASH ENCLOSURE
<br />OFF STREET
<br />LOADING AREA (300
<br />SF MIN, 420 SF
<br />SHOWN; NO DIM
<br />LESS THAN 10 FT)
<br />R 41' - 9"
<br />11
<br />'
<br />
<br />-
<br />
<br />6
<br />"
<br />11
<br />'
<br />
<br />-
<br />
<br />6
<br />"
<br />11' - 6"
<br />R 41' - 1"
<br />R 41' - 9"
<br />11
<br />'
<br />
<br />-
<br />
<br />6
<br />"
<br />R 41' - 1"R 41' - 9"
<br />TRASH TRUCK
<br />ROUTE
<br />20' - 0"
<br />21
<br />'
<br />
<br />-
<br />
<br />0
<br />"
<br />PROPOSED FIRE LN.
<br />20' - 0"
<br />PR
<br />O
<br />P
<br />O
<br />S
<br />E
<br />D
<br />
<br />F
<br />I
<br />R
<br />E
<br />
<br />L
<br />N
<br />.
<br />19
<br />'
<br />
<br />-
<br />
<br />0
<br />"
<br />PROPOSED FIRE LN.
<br />20' - 0"
<br />G2
<br />G1
<br />G4
<br />A
<br />A
<br />A
<br />N00 32'28"E 335.00'
<br />N8
<br />9
<br />
<br />3
<br />5
<br />'
<br />3
<br />8
<br />"
<br />W
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />7
<br />2
<br />.
<br />2
<br />1
<br />'
<br />N00 31'15"E 95.00'
<br />N8
<br />9
<br />
<br />3
<br />5
<br />'
<br />3
<br />8
<br />"
<br />W
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />1
<br />2
<br />3
<br />.
<br />4
<br />1
<br />'
<br />N8
<br />9
<br />
<br />3
<br />5
<br />'
<br />3
<br />8
<br />"
<br />W
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />1
<br />1
<br />8
<br />.
<br />4
<br />7
<br />'
<br />N00 31'15"E 200.00'
<br />N8
<br />9
<br />
<br />3
<br />5
<br />'
<br />3
<br />8
<br />"
<br />W
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />1
<br />1
<br />8
<br />.
<br />4
<br />7
<br />'
<br />N00 31'15"E 250.00'
<br />N8
<br />9
<br />
<br />3
<br />5
<br />'
<br />3
<br />8
<br />"
<br />W
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />1
<br />9
<br />5
<br />.
<br />4
<br />3
<br />'
<br />A
<br />10' - 1"
<br />3 3/4"
<br />1
<br />A901
<br />A
<br />EXISTING MASONRY WALL TO
<br />REMAIN, SEE
<br />NEW MASONRY WALL TO MATCH
<br />EXISTING, SEE
<br />EXISTING MASONRY WALL TO
<br />REMAIN, SEE /4 A901
<br />/4 A901
<br />/4 A901
<br />A
<br />A
<br />A
<br />6' HT. TUBULAR STEEL SECURITY
<br />FENCING, SEE /3 A901B
<br />6' HT. TUBULAR STEEL SECURITY
<br />FENCING, SEE /3 A901
<br />G5
<br />A
<br />1
<br />A902
<br />4
<br />A902
<br />B
<br />B 2
<br />A902
<br />A
<br />3
<br />A902
<br />B
<br />B
<br />11
<br />A089
<br />A
<br />A
<br />60" x 60”MIN. PASSING
<br />SPACE COMPLIANT WITH
<br />SECTION 1138A.1.2
<br />A
<br />60" x 60”MIN. PASSING
<br />SPACE COMPLIANT WITH
<br />SECTION 1138A.1.2
<br />10
<br />6
<br />'
<br />
<br />-
<br />
<br />9
<br />
<br />1
<br />/
<br />4
<br />"
<br />TRANSFORMER A
<br />MAILBOXES
<br />5
<br />A901
<br />A
<br />A
<br />± 4' - 10"
<br />± 4' - 8"
<br />MIN.
<br />4' - 0"
<br />B
<br />B
<br />B
<br />EXTERIOR PERIMETER WALL
<br />B
<br />B
<br />7
<br />A902
<br />TYP.
<br />B
<br />B
<br />NEW LIGHT STANDARD
<br />PER DETAIL /6 A901
<br />C
<br />160' - 2"
<br />C
<br />C
<br />C197' - 3 1/2"
<br />14'-6" + 160'-2" + 21'-3"= 195'-11"
<br />C
<br />17' - 6"
<br />4' - 0"4' - 0"
<br />EDGE OF WALK
<br />C
<br />C
<br />C
<br />1
<br />A089
<br />C
<br />VAN
<br />TRUNCATED
<br />DOMES PER
<br />/6 A902
<br />C
<br />C
<br />10
<br />14
<br />10
<br />11
<br />7
<br />15
<br />13
<br />3
<br />9
<br />16
<br />1013
<br />21' - 3"
<br />al
<br />l
<br />
<br />i
<br />d
<br />e
<br />a
<br />s
<br />,
<br />
<br />d
<br />e
<br />s
<br />i
<br />g
<br />n
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<br />JOB NO.
<br />SUBMITTAL
<br />DATE
<br />SHEET TITLE
<br />SHEET NO.
<br />CLIENT:
<br />REVISION
<br />DATE
<br />21
<br />3
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<br />
<br />9
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<br />7
<br />0
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<br />1ST PLAN CHECK SUBMITTAL 08/20/2024
<br />970 W. 190TH ST., STE 250, TORRANCE CA 90502
<br />O: 310.217.8885
<br />BSBDESIGN.COM
<br />D E S I G N
<br />BSB
<br />4TH P.C. SUBMITTAL
<br />07/08/2025
<br />2ND PLAN CHECK SUBMITTAL 01/29/2025
<br />3RD PLAN CHECK SUBMITTAL 04/17/2025
<br />4TH PLAN CHECK SUBMITTAL 07/08/2025
<br />MR230056
<br />A100
<br />SITE PLAN
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<br />SCALE: 1"=20'
<br />0 10'20'40'60'
<br />NORTH
<br />MAIN VEHICULAR
<br />ENTRY / EXIT
<br />EXISTING BUILDING
<br />2130 E. 4TH STREET
<br />(NOT A PART)
<br />EXISTING BUILDING
<br />2204 E. 4TH STREET
<br />(NOT A PART)
<br />EXISTING BUILDING
<br />2112 E. 4TH STREET
<br />(NOT A PART)
<br />BLDG. A1
<br />PROPOSED FIRE HYDRANT
<br />BLDG. A2
<br />PROPERTY LINE
<br />PR
<br />O
<br />P
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<br />PROPERTY LINE
<br />PROPERTY LINE
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<br />R
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<br />
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<br />I
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<br />PROPERTY LINE
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<br />(E) FIRE HYDRANT
<br />OFFICE LAUNDRY
<br />COMMUNITY ROOM
<br />15’ X 15’ SIGHT DISTANCE
<br />TRIANGLE, SEE CIVIL FOR
<br />MORE INFO.
<br />2 FOOT DEDICATION AND 8 FOOT
<br />OFFER OF DEDICATION ALONG 4TH
<br />STREET, SEE CIVIL PLANS FOR
<br />MORE INFO.
<br />2150 E. FOURTH
<br />2160 E. FOURTH
<br />102
<br />202
<br />200
<br />103
<br />203
<br />101
<br />201
<br />103
<br />203
<br />101
<br />201
<br />102
<br />202 200
<br />100
<br />A
<br />LINE INDICATES
<br />ADA PATH OF TRAVEL
<br />PROPOSED COMMON AREA
<br />(1,430 SF PROVIDED)
<br />B
<br />A PC COMMENTS RESPONSE #1 01/29/2025
<br />B PC COMMENTS RESPONSE #2 04/17/2025
<br />C PC COMMENTS RESPONSE #3 07/08/2025
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