HomeMy WebLinkAbout12339 Lower Azusa Rd - 2025 - Proposed cabling area tables, desks, and working benches.NEW 16" PUBLIC WATER MAIN
(N) PUB F.H.
(N) PUB F.H.
NEW 16" PUBLIC WATER MAIN
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BLDG 2DCDA #2
BLDG 3 - DCDA #1
BLDG 3DCDA #2
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(E) PUB F.H.
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(E) 16" PUBLIC WATER MAIN
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BUILDING 1
WORK AREA
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SETBACK
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T.S.
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T.O.CL.
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B.O.B.
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EXP.
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LC
A.F.L.
B.W.
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F.E.B.
OCC.
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EXIT
BATTERY BACK UP EMERGENCY LIGHT
W/EXIT COMBINATION, REFER TO
ELECTRICAL FOR PLACEMENT
SURFACE MOUNTED ILLUMINATED EXIT
SIGN WITH DIRECTIONAL ARROWS IF
APPLICABLE -WHERE INDICATED.
UNLESS OTHERWISE NOTED.W/ 2A:10B:C TOP OF SPANDREL
BEAM
TOP OF WALL
TYPICAL
TOP OF SLAB
TOP OF SHEATHING
TOP OF CLADDING
TOP OF RAILING
TOP OF PARAPET
TOP OF CURB
REFRIGERATOR
SLAB ON GRADE
SQUARE FEET
SERVICE SINK
SINK
MARBLE THRESHOLD
FIRE EXTINGUISHER CABINET
FINISH SURFACE
FIRE HOSE CABINET
FLOOR DRAIN
HOSE BIB
FACE OF CONCRETE
FACE OF STUD
FACE OF EXISTING WALL
FACE OF STUCCO SURFACE
FINISH FLOOR
BOTTOM OF BEAM
FACE OF BLOCK
DRINKING FOUNTAIN
EXPOSED
EXISTING
CENTER LINE
BACK OF WALK
ABOVE FINISH LEVEL
ABOVE FINISH FLOOR
FIRE EXTINGUISHER BRACKET MOUNTED
OCCUPANCY
OCCUPANCY LOAD
UNLESS OTHERWISE NOTED.W/ 2A:10B:C
EMERGENCY LIGHT, REFER TO
ELECTRICAL FOR PLACEMENT
EXIT
E.EMERGENCY LIGHTING W/ 90MIN.
BATTERY BACKUP.
SPECIFIC PLAN MITIGATION MEASURES
MM 4.2-1 PRIOR TO BUILDING PERMIT ISSUANCE, THE CITY OF ARCADIA SHALL VERIFY THAT THE FOLLOWING NOTE IS
SPECIFIED ON ALL BUILDING PLANS. PROJECT CONTRACTORS SHALL BE REQUIRED TO COMPLY WITH THE NOTE AND
MAINTAIN WRITTEN RECORDS OF SUCH COMPLIANCE THAT CAN BE INSPECTED BY THE CITY OF ARCADIA UPON REQUEST.
THIS NOTE ALSO SHALL BE SPECIFIED IN BID DOCUMENTS ISSUED TO PROSPECTIVE CONSTRUCTION CONTRACTORS. “ALL
SURFACE COATINGS SHALL CONSIST OF “ZERO-VOLATILE ORGANIC COMPOUND”PAINTS (NO MORE THAN 100 GRAM/LITER
OF VOC) AND/OR HIGH PRESSURE LOW VOLUME (HPLV) APPLICATIONS CONSISTENT WITH SOUTH COAST AIR QUALITY
MANAGEMENT DISTRICT RULE 1113.”
MM 4.2-7 THE BUILDING PLANS FOR EACH BUILDING SHALL REQUIRE LIGHT-COLORED ROOF MATERIALS. LIGHT COLORED
ROOF MATERIALS ARE MORE SOLAR-REFLECTIVE THAN DARK COLORED ROOFS; LIGHT COLOR ROOFS KEEP BUILDINGS
COOLER AND REDUCE LOCAL AIR TEMPERATURES, WHICH IN TURN IMPROVES AIR QUALITY AND SLOWS SMOG
FORMATION. THE CITY OF ARCADIA SHALL VERIFY THIS INFORMATION IS PROVIDED ON THE PROJECT’S BUILDING PLANS
PRIOR TO ISSUANCE OF BUILDING PERMITS AND INSPECT FOR ADHERENCE DURING BUILDING CONSTRUCTION.
MM 4.5-1 PRIOR TO BUILDING PERMIT ISSUANCE, THE CITY OF ARCADIA SHALL VERIFY THAT THE FOLLOWING NOTES ARE
SPECIFIED ON ALL BUILDING PLANS. PROJECT CONTRACTORS SHALL BE REQUIRED TO COMPLY WITH THE NOTES AND
MAINTAIN WRITTEN RECORDS OF SUCH COMPLIANCE THAT CAN BE INSPECTED BY THE CITY OF ARCADIA UPON REQUEST.
THESE NOTES ALSO SHALL BE SPECIFIED IN BID DOCUMENTS ISSUED TO PROSPECTIVE CONSTRUCTION CONTRACTORS.
A) COMPREHENSIVE CONSTRUCTION MANAGEMENT PLAN SHALL BE PREPARED AND IMPLEMENTED THAT IS DESIGNED TO
MINIMIZE THE NUMBER OF LARGE CONSTRUCTION EQUIPMENT OPERATING DURING ANY GIVEN TIME PERIOD. B)
GASOLINE-POWERED EQUIPMENT SHALL BE EQUIPPED WITH CATALYTIC CONVERTERS. C) ELECTRICAL POWERED
EQUIPMENT SHALL BE UTILIZED IN-LIEU OF GASOLINE-POWERED ENGINES WHERE FINANCIALLY AND TECHNICALLY
FEASIBLE AND COMMERCIALLY AVAILABLE. PROVIDE TEMPORARY TRAFFIC CONTROLS SUCH AS A FLAG PERSON, DURING
ALL PHASES OF CONSTRUCTION TO MAINTAIN SMOOTH TRAFFIC FLOW ON PUBLIC STREETS ADJACENT TO THE PROJECT
SITE.
MM 4.5-2 BUILDING AND SITE PLAN DESIGNS SHALL ENSURE THAT PROJECT ENERGY EFFICIENCIES SURPASS (EXCEED)
APPLICABLE (2014) CALIFORNIA TITLE 24 ENERGY EFFICIENCY STANDARDS BY A MINIMUM OF 5%. VERIFICATION OF
INCREASED ENERGY EFFICIENCIES SHALL BE DOCUMENTED IN TITLE 24 COMPLIANCE REPORTS PROVIDED BY THE
APPLICANT, AND REVIEWED AND APPROVED BY THE CITY OF ARCADIA PRIOR TO THE ISSUANCE OF THE FIRST BUILDING
PERMIT.
MM 4.9-2 PRIOR TO THE ISSUANCE OF ANY BUILDING OR GRADING PERMITS, THE CITY OF ARCADIA DEVELOPMENT
SERVICES DEPARTMENT SHALL REVIEW BUILDING AND GRADING PLANS TO ENSURE THAT THE FOLLOWING NOTES ARE
INCLUDED. PROJECT CONTRACTORS SHALL BE REQUIRED TO COMPLY WITH THESE NOTES AND MAINTAIN WRITTEN
RECORDS OF SUCH COMPLIANCE THAT CAN BE INSPECTED BY THE CITY OF ARCADIA UPON REQUEST. A) CONSTRUCTION
CONTRACTORS SHALL EQUIP ALL CONSTRUCTION EQUIPMENT, FIXED OR MOBILE, WITH PROPERLY OPERATING AND
MAINTAINED MUFFLERS, CONSISTENT WITH MANUFACTURERS’STANDARDS. THE CONSTRUCTION CONTRACTOR SHALL
PLACE ALL STATIONARY CONSTRUCTION EQUIPMENT SO THAT EMITTED NOISE IS DIRECTED AWAY FROM THE NOISE
SENSITIVE RECEPTORS NEAREST THE PROJECT SITE. B) CONSTRUCTION CONTRACTORS SHALL LOCATE EQUIPMENT
STAGING AREAS (AREAS WHERE LARGE PIECES OF CONSTRUCTION EQUIPMENT ARE STORED WHEN NOT IN OPERATION)
A MINIMUM DISTANCE OF 200 FEET AWAY FROM NOISE-SENSITIVE RECEIVERS NEAREST THE PROJECT SITE (I.E., TO THE
WEST) DURING ALL PROJECT CONSTRUCTION. C) CONSTRUCTION CONTRACTORS SHALL LIMIT HAUL TRUCK DELIVERIES
TO THE SAME HOURS SPECIFIED FOR CONSTRUCTION EQUIPMENT (BETWEEN THE HOURS OF 7:00 A.M. AND 7:00 P.M.,
MONDAY THROUGH SATURDAY, UNLESS OTHERWISE PERMITTED BY THE DEVELOPMENT SERVICES DEPARTMENT.
CONSTRUCTION IS PROHIBITED ON SUNDAYS AND MAJOR HOLIDAYS.). D) TO LIMIT HAUL TRUCK NOISE TO SENSITIVE
RECEPTORS, HAUL TRUCKS MUST ENTER AND LEAVE THE PROJECT SITE BY LOWER AZUSA ROAD, TOWARD I-605. HAUL
TRUCKS SHALL NOT BE PERMITTED TO LEAVE THE SITE AND TURN RIGHT ON LOWER AZUSA ROAD. SIGNS MUST BE
INSTALLED AT ALL CONSTRUCTION EXIT DRIVEWAYS DIRECTING DRIVERS TO TURN LEFT ONTO LOWER AZUSA ROAD
TOWARD I-605. E) ANY PROJECT-RELATED CONSTRUCTION ACTIVITY PLANNED DURING THE EVENING (7:00 P.M. TO 10:00
P.M.) OR LATE NIGHT/EARLY MORNING HOURS (10:00 P.M. TO 7:00 A.M.) REQUIRES DISCLOSURE TO ALL PROPERTIES
WITHIN 300 FEET, AND/OR AS OTHERWISE REQUIRED BY THE CITY OF ARCADIA OR REQUESTED BY THE CITY OF EL
MONTE, AND SHALL NOT TAKE PLACE WITHIN 40 FEET OF NEARBY SENSITIVE RECEIVERS. TO CONDUCT WORK DURING
THESE EVENING AND LATE NIGHT/EARLY MORNING HOURS, THE CONSTRUCTION CONTRACTOR MUST DEMONSTRATE TO
THE CITY OF ARCADIA IN THE FORM OF A NOISE ANALYSIS PREPARED BY A QUALIFIED ACOUSTICAL ENGINEER THAT
CONSTRUCTION NOISE LEVELS AFFECTING RESIDENTIAL RECEIVERS IN THE CITY OF EL MONTE BETWEEN 7:00 P.M. AND
7:00 A.M. WOULD FALL AT OR BELOW THE FOLLOWING LEVELS: 45 LEQ AVERAGE; 50 L25 (15 MINUTE); 55 L8 (5 MINUTE) AND
60 LMAX (<1 MINUTE).
MM 4.10-4 PRIOR TO THE ISSUANCE OF GRADING OR BUILDING PERMITS, THE PROJECT APPLICANT SHALL PREPARE AND
THE CITY OF ARCADIA SHALL APPROVE A TEMPORARY TRAFFIC CONTROL PLAN. THE TEMPORARY TRAFFIC CONTROL
PLAN SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES. A REQUIREMENT TO COMPLY WITH THE TEMPORARY TRAFFIC CONTROL PLAN SHALL BE NOTED ON
ALL GRADING AND BUILDING PLANS AND ALSO SHALL BE SPECIFIED IN BID DOCUMENTS ISSUED TO PROSPECTIVE
CONSTRUCTION CONTRACTORS. THE TEMPORARY TRAFFIC CONTROL PLAN SHALL REQUIRE THE FOLLOWING: A)
DELIVERY TRUCKS SHALL UTILIZE THE MOST DIRECT ROUTE BETWEEN THE SITE AND I-605 VIA LOWER AZUSA ROAD; B)
EXCEPT FOR THE SEGMENT OF LOWER AZUSA ROAD BETWEEN THE SITE AND I-605, THE CONSTRUCTION CONTRACTOR
SHALL ASSURE THAT CONSTRUCTION-RELATED HAUL TRIPS, INCLUDING BUT NOT LIMITED TO THE TRANSPORTATION OF
CONSTRUCTION MATERIALS, EARTH MATERIALS, AND/OR HEAVY EQUIPMENT TO AND FROM THE PROJECT SITE BE LIMITED
TO NO MORE THAN 50 PASSENGER CAR EQUIVALENT (PCE) TRIPS (I.E., 25 INBOUND AND 25 OUTBOUND TRIPS, OR ANY
COMBINATION THEREOF) DURING THE AM PEAK HOUR (7:00AM-9:00AM) AND THE PM PEAK HOUR (4:00PM-6:00PM) ON
LOCAL ROADS. A TWO-AXLE TRUCK TRIP IS THE EQUIVALENT OF 1.5 PCE TRIPS; A THREE-AXLE TRUCK TRIP IS THE
EQUIVALENT OF 2.0 PCE TRIPS; AND A FOUR-AXLE OR LARGER TRUCK TRIP IS THE EQUIVALENT OF 3.0 PCE TRIPS.
RR-NOISE-4 PRIOR TO ISSUANCE OF DISCRETIONARY PERMITS FOR CONSTRUCTION ACTIVITIES, PROJECT
APPLICANTS/DEVELOPERS SHALL SUBMIT EVIDENCE TO THE DIRECTOR OF DEVELOPMENT SERVICES THAT THE
FOLLOWING NOISE REDUCTION MEASURES ARE STATED AS REQUIREMENTS ON THE CONSTRUCTION PLANS AND
SPECIFICATIONS: A) DURING ALL EXCAVATION AND GRADING, THE CONSTRUCTION CONTRACTORS SHALL EQUIP ALL
CONSTRUCTION EQUIPMENT, FIXED OR MOBILE, WITH PROPERLY OPERATING AND MAINTAINED MUFFLERS, CONSISTENT
WITH MANUFACTURERS’STANDARDS. THE CONSTRUCTION CONTRACTOR SHALL PLACE ALL STATIONARY CONSTRUCTION
EQUIPMENT SO THAT EMITTED NOISE IS DIRECTED AWAY FROM THE NOISE-SENSITIVE RECEPTORS. B) WHEN FEASIBLE,
THE CONSTRUCTION CONTRACTOR SHALL LOCATE EQUIPMENT STAGING IN AREAS THAT WILL CREATE THE GREATEST
DISTANCE BETWEEN CONSTRUCTION-RELATED NOISE SOURCES AND NOISE SENSITIVE RECEPTORS DURING ALL
PROJECT CONSTRUCTION. C) THE CONSTRUCTION CONTRACTOR SHALL LIMIT ALL CONSTRUCTION-RELATED ACTIVITIES
THAT WOULD RESULT IN HIGH NOISE LEVELS, ACCORDING TO THE CONSTRUCTION HOURS SET FORTH IN THE MUNICIPAL
CODE. D) THE CONSTRUCTION CONTRACTOR SHALL LIMIT HAUL TRUCK DELIVERIES TO THE SAME HOURS SPECIFIED FOR
CONSTRUCTION EQUIPMENT. TO THE EXTENT FEASIBLE, HAUL ROUTES SHALL NOT PASS SENSITIVE LAND USES OR
RESIDENTIAL DWELLINGS.
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GLENAIR LOGISTICS -BUILDING 1
12339 LOWER AZUSA ROAD
ARCADIA, CA 91006
Vicinity Map
SITE PLAN
CONSULTANT INDEX:
TENANT:
PROJECT ARCHITECT:
PROJECT DEVELOPER:
MECHANICAL ENGINEER:
ELECTRICAL ENGINEER:
SHEET INDEX:
APPLICABLE CODES:2022 CALIFORNIA BUILDING CODE (CBC)
2022 CALIFORNIA MECHANICAL CODE (CMC)
2022 CALIFORNIA ELECRTICAL CODE (CEC)
2022 CALIFORNIA PLUMBING CODE (CPC)
2022 CALIFORNIA ENERGY CODE
2022 CALIFORNIA GREEN BUILDING STDS.
2022 CALIFORNIA FIRE CODE (CFC)
ZONE:ARCADIA LOGISTICS CENTER SPECIFIC PLAN
AREA OF LOT:
LEGAL DESCRIPTION:
ASSESSOR'S ID NO. :
OCCUPANCY TYPE:
PARKING REQUIRED:
PARKING PROVIDED:
EXISTING LANDSCAPE AREA:
BUILDING SPRINKLER:
PHASE VIII -CABLING
413,939 SF
9.50 ACRES
8541-017-027 AND 8541-017-028
B / S-1 / F-1 / A-2
10,000 SF OFFICE @ 1/250
THE LAND REFFERED TO HEREIN BELOW IS SITUATED IN THE
CITY OF ARCADIA, IN THE COUNTY OF LOS ANGELES, STATE OF
CALIFORNIA , AND IS DESCRIBED AS FOLLOWS.
THAT PORTION OF LOT 1 OF TRACT NO. 10369, IN THE CITY OF
ARCADIA, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA,
AS PER MAP RECORD IN BOOK 149, PAGES 95 AND 96, OF
MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID
COUNTY, LYING WESTERLY AND NORTHWESTERLY OF THE
WESTERLY LINE OF THE LAND DESCRIBED IN THE
CONDEMNATION OF ACTION , CASE NO. 574211, SUPERIOR
COURT OF SAID COUNTY, A CERTIFIED COPY OF THE DECREE
HAD IN SAID ACTION WAS RECORDED IN BOOK 38373,
PAGE 153, OF OFFICE RECORDES.
EXCEPT AN UNDIVIDED 75 PER CENT OF ALL OIL, GAS AND
OTHER HYDROCARBON SUBSTANCES IN AND UNDER SAID
LAND, WITH RIGHT OF INGRESS AND EGRESS NECESSARY
FOR THE MINING AND REMOVAL OF SAME, AS RESERVED BY
MARTIN WUNDERLICH, E.MURIELLE WUNDERLICH, GEORGE P.
LEONARD AND WILM LEONARD, BY DEED RECORDED
FEBRUARY 4, 1955 AS INSTRUMENT NO. 470, IN BOOK 46821,
PAGE 149, OF OFFICIAL RECORDES.
FULLY SPRINKLERED ESFR
SITE INFORMATION
- CABLING AREA TABLES, DESKS AND WORKING BENCHES (±72,200 sq.ft.)
- NO CHANGE OF OCCUPANCY AND INCREASE IN BUILDING SQ.FT.
(E) BUILDING AREA:
200,387 SFGROUND FLOOR:
5,036 SFMEZZANINE:
205,423 SF
40 STALLS
10,000 SF WH/MANUF (0K-10K) @ 1/1,000 10 STALLS
10,000 SF WH/MANUF (10K-20K) @ 1/3,000 3 STALLS
175,423 SF WH/MANUF (20K+) @ 1/5,000 35 STALLS
88 STALLSTOTAL PARKING REQUIRED:
CURRENT STALLS STRIPED 95 STALLS
PROPOSED TEMPORARY COVID MITIGATION PARKING
STALL STRIPPING.
46 STALLS
137 STALLSTOTAL:
60,701 SF
COVERAGE:14.66%
PREFERED PARKING STALLS REQUIRED FOR LOW EMITTING &
FUEL EFFICIENT VEHICLES PER CALGREEN TABLE 5.106.5.2 8 STALLS
PREFERED PARKING STALLS PROVIDED: 10 STALLS
BIKE PARKING REQUIRED:
5 BIKESCALGREEN @ MIN. 5% OF AUTO STALLS PROVIDED:
BIKE PARKING PROVIDED: 5 BIKES
ACCESSIBLE STALLS:
CODE SUMMARY
PROJECT DATA
STANDARD:
VAN:
3
1
4TOTAL:
CONSTRUCTION TYPE: TYPE III-B
AREA JUSTIFICATION:UNLIMITED
FOUR SURROUNDING SIDEYARDS OF 40' AND 60'
PER CBC 507 AND 507.5
BUILDING CODE ALLOW
HEIGHT:
50' + 20' = 70 FEET - SECTION 504.2
PROJECT SCOPE OF WORK
PROPOSED PARKING ALTERATION:
TOTAL NO. OF STALLS REMOVED: -4 STALLS
GLENAIR, INC.
1211 AIR WAY
GLENDALE, CA 91201
(818) 247-6000
MALEKIAN and ASSOCIATES, Inc.
Alen Malekian, AIA, NCARB
2255 HONOLULU AVE. SUITE 1A
MONTROSE, CA 91020
(818) 249-5522
GEROGE C. HOPKINS CONSTRUCTION
919 WEST GLENAOKS BLVD.
GLENDALE, CA 91202
STALLS REMOVED FOR ELECTRICAL
PAD ADDITION:-4 STALLS ARCHITECTURAL
LEGENDS AND ABBREVIATION:
8M-0.0 SHEET INDEX, MANDATORY NOTES &
KEYPLAN
8M-1.0 EQUIP'T SCHED'L, NOTES & DETAILS
8M-2.0 OVERALL HVAC FLOOR PLAN
8M-3.0 PARTIAL HVAC FLOOR PLAN
8M-4.0 OVERALL HVAC FLOOR PLAN
8M-5.0 T-24 COMPLIANCE ENERGY FORMS
T8-1.0 COVER PAGE
T8-1.1 OCCUPANCY AND EXITING DIAGRAMS
T8-1.2 FIRE EXTINGUISHER PLAN
A8-1.0 SITE PLAN
A8-2.0 OVERALL GROUND LEVEL PLAN
A8-2.1 FURNITURE ENLARGED PLANS
MECHANICAL
KENT ELECTRIC, INC.
6655 SAN FERNANDO ROAD
GLENDALE, CA 91201
(818) 247-1192
E-1.0 FRONT SHEET
E-2.0 POWER PLAN
E-3.0 PANEL SCHEDULES
E-4.0 SINGLE LINE DIAGRAM
E-5.0 ELECTRICAL SPECIFICATIONS
ELECTRICAL
THERMA, LLC.
2390 BATEMAN AVE.
IRWINDALE, CA 91010
(626) 446-1854
UP
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EXISTING
WAREHOUSE /
MANUFACTURING
100
(E)ELEC RM
101
(E)VESTIBULE
102
177,894 sf
F-1 / S-1 (MODERATE HAZARD FACTORY INDUSTRIAL / MODERATE HAZARD STORAGE)
OCCUPANCY CALCULATIONS
AREA LOAD FACTOR TABLE 1004.5
INDUSTRIAL - 100 GROSS 1,778.94
NO. OF OCCUPANTS
EXIT EXIT EXIT EXIT EXIT EXIT
EXIT
EXIT
EXIT
EXITEXITEXITEXITEXIT
EXITEXIT
EXIT
EXIT
EXIT
EXIT
2,000 sf
A-2 (ASSEMBLY INTENDED FOR FOOD AND OR DRINK CONSUMPTION)
OCCUPANCY CALCULATIONS (BREAK ROOMS)
AREA LOAD FACTOR TABLE 1004.5
ASSEMBLY W/O FIXED SEATS - 15 NET 133.33
NO. OF OCCUPANTS
1,884 sf (EA.)
A-2 (ASSEMBLY INTENDED FOR FOOD AND OR DRINK CONSUMPTION)
OCCUPANCY CALCULATIONS (BREAK ROOMS)
AREA LOAD FACTOR TABLE 1004.5
ASSEMBLY W/O FIXED SEATS - 15 NET 125.6
NO. OF OCCUPANTS
920 sf
A-2 (ASSEMBLY INTENDED FOR FOOD AND OR DRINK CONSUMPTION)
OCCUPANCY CALCULATIONS (BREAK ROOMS)
AREA LOAD FACTOR TABLE 1004.5
ASSEMBLY W/O FIXED SEATS - 15 NET 61.33
NO. OF OCCUPANTS
4,125 sf
B (BUISINES GROUP)
OCCUPANCY CALCULATIONS (OFFICES)
AREA LOAD FACTOR TABLE 1004.5
UNCONCENTRATED - 150 GROSS 27.5
NO. OF OCCUPANTS
EXIT
(EXISTING)
(EXISTING)
(EXISTING)
(EXISTING)
(EXISTING -PARTIALLY RENOVATED )
88' TRAVEL DISTANCE
MAXIMUM TRAVEL DISTANCE 300'
PER TABLE 1017.2 CBC 2022
(712'-6"x1/3=237'-6") 10 07.1 .1 CBC 20 22
20
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94' TRAVEL DISTANCE
MAXIMUM TRAVEL DISTANCE 250'
PER TABLE 1017.2 CBC 2022
EXISTING
FURNITURE
TO REMAIN
116' TRAVEL DISTANCE
MAXIMUM TRAVEL DISTANCE 250'
PER TABLE 1017.2 CBC 2022
127' TRAVEL DISTANCE
MAXIMUM TRAVEL DISTANCE 250'
PER TABLE 1017.2 CBC 2022
120' TRAVEL DISTANCE
MAXIMUM TRAVEL DISTANCE 250'
PER TABLE 1017.2 CBC 2022
17
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162' TRAVEL DISTANCE
MAXIMUM TRAVEL DISTANCE 250'
PER TABLE 1017.2 CBC 2022
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61' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"59' - 0"640' - 0"
14' - 3"8' - 0"9' - 5"10' - 8"9' - 0"15' - 7"
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1/32" = 1'-0"1 GROUND LEVEL FLOOR PLAN - CODE DIAGRAM PHASE VIII
UP
UP
G
F
E
D
C
B
A
1
1
2
2
3
3 4 5 6 7 8 9 10 11 12 13
F.6
3.52.5
E.9
F.4
60
'
-
0
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60
'
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60
'
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60
'
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60
'
-
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"
61' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"59' - 0"
640' - 0"
NORTH
(E) ROOF
ACCESS
LADDER
(E) EQUIPMENT
CANOPY
(E) CANOPY
"A"
(E) CANOPY
"B"
(E) CANOPY
"D"
PORTABLE FIRE EXTINGUISHER WITH A
RATING OF NOT LESS THAN 2-A OR 2-A10BC
WITHIN 75 FEET TRAVEL DISTANCE TO ALL
PORTIONS OF THE BUILDING ON EACH
FLOOR,ALSO DURING CONSTRUCTION
CH
E
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1" = 20'-0"1 OVERALL GROUND LEVEL FIRE EXTINGUISHER PLAN - PHASE VIII
BLDG 1 - DCDA #1BLDG 1 - DCDA #2
R
D
(E) PUB F.H.
(E) P
U
B F.H.
(
E
) P
U
B
F.
H
.
(E) 1
6
" P
U
B
LIC
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F
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1
1
2
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3
3 4 5 6 7 8 9 10 11 12 13
F.6
3.52.5
E.9
F.4
2'
-
5
3
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4
"
0'
-
0
1
/
4
"
NORTH
47
47
48 48 48 48
43
44
13
19
31
24
18
42
2
3
4
7
8
9
11
16
37
20
12
22
23
2525
1
22 22
CV
CV
CV
CV
CV
CV
CV
32
38
38
38
38
6
27
27
W
30
CV
CV
CV
28
45
10
35
36
46
85
'
-
0
"
10
0
'
-
0
"
49
50
48
18
'
-
0
"
53 52
CANOPY 'C'
51 51 51
CANOPY 'A'CANOPY 'B'CANOPY 'D'
54
1. PUBLIC STREET : ALL IMPROVEMENTS INCLUDING SIDEWALKS, CURB CUTS AND DRIVEWAY APRONS ARE TO
BUILT TO CITY / COUNTY STANDARD PER APPROVED CIVIL DRAWINGS.
2. (E) CURB CUT. SEE CIVIL DRAWINGS FOR IMPROVEMENTS.
3. (E) STREET FIRE HYDRANT. SEE CIVIL DRAWINGS.
4. (E) STREET LIGHT. SEE CIVIL DRAWINGS.
5. (E) ACCESSIBLE PARKING STALL COMPLIANCE SIGNAGE AT DRIVEWAY ENTRANCES INTOSITE.
6. (E) FIRE DEPARTMENT CONNECTION. SEE FIRE PROTECTION DRAWINGS.
7. (E) FIRE BACKFLOW PREVENTER TO BE SCREENED WITH LANDSCAPE. SEE FIRE PROTECTIONDRAWINGS.
8. (E) IRRIGATED LANDSCAPING PER GUIDELINES WITH MIN 6"CONCRETE CURBS AT ALL INTERIOR PERIMETERS.
SEE LANDSCAPE DRAWINGS.
9.(E) MEDIUM BROOM FINISH CONCRETE SIDE WALK: MIN. 4.5" THK. 2500PSI WITH #3 BARS @ 18" O.C. EA. WAY
OVER 95% COMPACTED 12" SUBGRADE.
PROVIDECONTROL / CONSTRUCTION JOINTS @ MAX. 5'-0" O.C. SHADED AREAS: #5 TOP-CAST WASHFINISHED
CONCRETE WITH THE C-34 DARK GREY COLOR MIX.
10. (E) ACCESSIBLE PATH OF TRAVEL FROM STALLS & PUBLIC WAY TO PRIMARY ENTRANCE.SEE CIVIL DRAWINGS.
SLOPE NOT TO EXCEED 1:20 EXCEPT AT CURB RAMPS AND OTHERDEFINED RAMPS. CROSS SLOPE NOT TO
EXCEED 1/4" PER FOOT. SEE GENERAL NOTES ONTHIS SHEET FOR ADDITIONAL DATA. STRIPE PAVING WITH
WHITE PAINT AT ALL DRIVEWAYCROSSINGS.
11. (E) ACCESSIBLE PRIMARY ENTRANCE / EXIT. PROVIDE 5' MIN. DEEP LEVEL CONCRETELANDING WITH MAX.
CROSS SLOPES NOT EXCEEDING 1/4" PER FOOT. PROVIDEACCESSIBILITY SIGNAGE, NO SMOKING SIGNAGE,AND
EXIT SIGN ON INTERIOR PER SHEET T24-3.
12. (E) CONCRETE TILT-UP MANUFACTURING/OFFICE / WAREHOUSE FACILITY.
13. (E) ON-SITE FIRE HYDRANT. PROVIDE GUARD POSTS PER FIRE DEPARTMENTSTANDARDS.
14. PROPERTY LINE.
15. LANDSCAPE CONTROLLER. SEE LANDSCAPE DRAWINGS.
16. (E) 3000 PSI CONCRETE SITE PAVING OVER COMPACTED SUBGRADE PER GEOTECH REPORT.SEE CIVIL
DRAWINGS FOR THICKNESS. SEE STRUCTURAL DRAWINGS FOR REINFORCING. INTRUCK YARD. PROVIDE
CONTROL / CONSTRUCTION JOINTS PER STRUCTURAL DRAWINGS.PROVIDE MEDIUM BROOM FINISH. SEE CIVIL
DRAWINGS FOR ADDITIONAL DATA. CONFIRMSUB-GRADE COMPACTION REQUIREMENTS WITH SOILS REPORT.
PROVIDE REINFORCING INFORKLIFT RAMP SLABS PER FOUNDATION PLAN NOTES.
17. (E) INTERIOR ELECTRICAL SWITCHGEAR. SEE ELECTRICAL DRAWINGS.
18. (E) TRANSFORMER AND VAULT. SEE ELECTRICAL DRAWINGS FOR IMPROVEMENTS.PROXIMITY OF VAULT TO
BUILDING SHALL BE GOVERNED BY STRUCTURAL FOOTINGDETAILS. PROVIDE BOLLARDS PER POWER COMPANY
REQUIREMENTS -SEE ELECTRICALDWGS.
19. UNLESS SHOWN OTHERWISE, ALL EXIT DOORS SHALL HAVE A MINIMUM 5'-0" SQ. CLEARAND LEVEL CONCRETE
LANDING W/ MAX. PER DETAIL 14/AD-1. CROSS SLOPES NOTEXCEEDING 1/4" PER FOOT. TYPICAL U.N.O. WHERE
LANDINGS REQUIRE MORE THAN ONESTEP, PROVIDE STEEL HANDRAILS
20. (E) GRADE LEVEL LOADING DOOR.
21. (E) DOCK HIGH TRUCK LOADING DOOR.
22. (E) 8' HIGH ROLLING/SWING GATES AS SHOWN ON SITE PLAN. ALL SITE GATESWILL HAVE KNOX BOXES AND
AND RAPID ENTRY SYSTEM TO ALLOW FOR FIRE DEPARTMENTACCESS. GATES SHALL PROVIDE 80% OPACITY.
SUBMIT DETAILED SHOP DRAWINGS ANDCALCULATIONS FOR APPROVAL. PROVIDE CONDUIT FOR FUTURE GATE
MOTORS ANDCOMMUNICATIONS.
23. (E) TYPICAL 8" DIA. (U.N.O.) CONCRETE FILLED GUARD POST PAINTED SAFETY YELLOWWHERE SHOWN.
24. (E) 12'-0" HIGH MIN. (AS MEASURED FROM INSIDE THE TRUCK YARD) PAINTED CONCRETESCREEN WALL.
PROVIDE WATERPROOFING PER SPECS WHERE LANDSCAPED GRADE ON ONESIDE OF WALL IS ABOVE FINISH
GRADE ON TO OTHER SIDE OF WALL.
25. (E)INTERIOR ROOF DRAIN AND/OR OVERFLOW DRAIN TO EXIT BUILDING THROUGH TILT-UPWALL OR RAMP
PANEL. DRAIN PIPES TO EXTEND TO FACE OF CURB OR CONNECT WITHON-SITE STORM DRAIN SYSTEM. SEE CIVIL
DRAWINGS.
26. (E) ONE HOUR RATED FIRE PUMP ROOM WITH FIRE DEPARTMENT ACCESS FROM EXTERIOR.PROVIDE
SIGNAGE ON EXTERIOR DOOR. SEE FLOOR PLAN.
27. (E) TYPICAL STANDARD PARKING STALL 9' X 20' (OR 9' X 17' + 3' OVERHANG).
28. (E) BOLT DOWN RIBBON WAVE STYLE GALVANIZED BIKE RACK BY PATTERSON WILLIAMS.USE 5 BIKE CAPACITY
1602-05G .
29. (E) SANITARY SEWER LINE -SEE CIVIL DRAWINGS FOR FINAL LOCATIONS.
30. (E) DOMESTIC WATER LINE -SEE CIVIL DRAWINGS FOR FINAL LOCATIONS.
31. (E) TWO COMPARTMENT TRASH ENCLOSURE: MIN. 6' HIGH PAINTED CONCRETE WALLS W/PAINTED SOLID
METAL GATES. PROVIDE 6"H (MIN.) X 6"W CONCRETE CURB AT INTERIORPERIMETER OF ENCLOSURE WITH
EMBEDDED L3”X 3”X 1/4”GALVANIZED STEEL ANGLE &1/2”ROUND X 6”J-BOLTS @ 4'-0”ON CENTER MAX. PROVIDE
CONCRETE SLAB AND APRONPER TRUCKING APRON REQUIREMENTS. ONE COMPARTMENT DESIGNATED FOR
RECYCLABLEMATERIALS INCLUDING PLASTICS, METALS, PAPER, GLASS & CARDBOARD.
32. (E) 'CV' DESIGNATES A PARKING STALL MARKED AS "CLEAN AIR / VANPOOL / EV" VEHICLEPARKING.
33. (E) WATER QUALITY AND DETENTION BASIN . AT BASINS 4 & 5 PROVIDE A 5' MIN.SURROUNDING FENCE WITH
MAINTENANCE ACCESS GATES. COORDINATE FINAL GATE ANDFENCE LOCATIONS WITH CIVIL DRAWINGS.
34. (E) ON SITE LIGHTING -POLE MOUNTED FIXTURES ON SACKED & PATCHED CONCRETEBASE. LIGHTING
DESIGNED TO NOT CREATE GLARE INTO ADJACENT PROPERTIES ANDSTREETS. SEE ELECTRICAL DRAWINGS
FOR FINAL LOCATIONS AND PHOTOMETRIC STUDY.
35. (E) ACCESSIBLE PATH SIGNAGE.
36.(E) ELECTRIC VEHICLE CAR CHARGING STATION TO SERVE TWO STALLS.
37. (E) PARKING LOT.
38. (E) 8'-0" TUBULAR STEEL PICKET FENCE.
39. (E) 36" MIN. DEPTH TRUNCATED DOME DETECTABLE WARNING SURFACE
40. PRIVATE STREET WITH ACCESSIBLE PATH SIDEWALKS & CURB CUTS AND ASIGNALIZED INTERSECTION AT
LOWER AZUSA ROAD. SEE CIVIL DRAWINGS.
41. (E) STORM DRAIN AND EASEMENT. PROTECT IN PLACE. SEE CIVIL DRAWINGS.
42. (E) CMU SCREEN WALL. PROTECT IN PLACE.
43. (E) SEWER PUMP STATION. SEE CIVIL DRAWINGS.
44. (E) EMERGENCY GENERATOR FOR SEWER PUMP STATION. SEE ELECTRICAL DRAWINGS.
45. (E) 25' HIGH ILLUMINATED FLAGPOLE
46. (E) 12' SQ. CONCRETE PAVED LUNCH PATIO AREA: MIN. 4.5" THK. 2500 PSI WITH #3 BARS @18" O.C. EA. WAY
OVER 95% COMPACTED 12" SUBGRADE. PROVIDE CONTROL /CONSTRUCTION JOINTS @ MAX. 5'-0" O.C. FINISH: #5
TOP-CAST WASH FINISHED CONCRETEWITH THE C-34 DARK GREY COLOR MIX.
47. (E) NO SMOKING WITHING 15' OF THE BUILDING SIGNAGE.
48. (E) AC UNITS.
49. (E) NEW TRUCK RAMP
50. (E) LEVEL LOADING DOOR FOR FINISH FLOOR GRADE LEVEL ACCESS.
51. (N) PROPOSED NEW CANOPY.
52. (E) ADA RAMP
53. (E) EQUIPMENT CANOPY
54. PROPOSED AREA OF WORK
KEYNOTES:00
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1" = 30'-0"1 PROPOSED SITE PLAN - PHASE VIII
UP
UP
G
F
E
D
C
B
A
1
1
2
2
3
3 4 5 6 7 8 9 10 11 12 13
F.6
3.52.5
E.9
F.4
60
'
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60
'
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60
'
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60
'
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0
"
60
'
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"
61' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"59' - 0"
640' - 0"
NORTH
(E) ROOF
ACCESS
LADDER
(E) EQUIPMENT
CANOPY
(E) CANOPY
"A"
(E) CANOPY
"B"
(E) CANOPY
"D"
AREA OF WORK
WORK BENCH INTEGRATED LIGHING
96"X30" TYP.
SEE
TABLE 96"X30" TYP.
SEE
WORK BENCH ENG.
96"X30" TYP.
SEE
WORK BENCH 96"x30" TYP.
SEE
WORK BENCH 96"x30"
TYP. SEE
TABLE 96"X30" TYP.
SEE
EXISTING
14' - 3"8' - 0"9' - 5"10' - 8"9' - 0"15' - 7"
TY
P
.
3'
-
6
"
9' - 6"
9' - 7"
8' - 4"
TY
P
.
6'
-
8
1
/
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"
6'
-
7
"
7'
-
6
1
/
2
"
24
'
-
0
"
6'
-
1
0
"
6'
-
8
"
11
'
-
1
1
1
/
2
"
6'
-
2
1
/
2
"
7'
-
6
"
6'
-
8
1
/
2
"
7'
-
0
"
6'
-
8
1
/
2
"
7'
-
0
"
6'
-
5
1
/
2
"
6'
-
6
1
/
8
"
6'
-
8
1
/
2
"
7'
-
6
"
/3 A8-2.1/3 A8-2.1 /1 A8-2.1
/5 A8-2.1
/7 A8-2.1
/7 A8-2.1 TY
P
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6'
-
8
1
/
2
"
6'
-
1
0
"
6'
-
1
0
"
47
'
-
6
1
/
2
"
25
'
-
7
1
/
2
"
TY
P
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3'
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6
"
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1" = 20'-0"1 OVERALL GROUND LEVEL PLAN - PHASE VIII
2'
-
6
"
8' - 0"
HEIGHT 32"
HEIGHT 29"
2'
-
6
"
8' - 0"
2'
-
6
"
8' - 0"
HEIGHT 32"
2'
-
6
"
8' - 0"
HEIGHT 34"
1/2" = 1'-0"1 WORK BENCH INTEGRATED LIGHING 96"X30" TYP.
CH
E
C
K
E
D
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FO
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DA
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A8-2.1
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2 3D View - WORK BENCH INTEGRATED LIGHING 96"X30" TYP.
1/2" = 1'-0"3 TABLE 96"X30"
4 3D View - TABLE 96"X30"
1/2" = 1'-0"5 WORK BENCH ENG. 96"X30"
6 3D View - WORK BENCH ENG. 96"X30"
1/2" = 1'-0"7 WORK BENCH 96"x30"
8 3D View - WORK BENCH 96"x30"
GENERAL NOTES
DIVISION OF WORK
NOTE: INSULATION IS NOT REQUIRED FOR NON-FRAME DEMISING WALLS.
NOTE: INSULATION IS NOT REQUIRED FOR NON-FRAME DEMISING WALLS.
≥
•
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•
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G
F
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B
A
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
13
13
F.6
3.52.5
E.9
F.4
AREA OF WORK
SH
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A
N
8M0.0
CH
E
C
K
E
D
DR
A
W
N
FO
R
C
O
N
S
T
R
.
DA
T
E
O
F
I
S
S
U
E
Da
t
e
No
.
By
Re
v
i
s
i
o
n
s
PROJECT NO.
SHEET NO.
PR
O
J
E
C
T
PRINT DATE & TIME
12
3
3
9
L
O
W
E
R
A
Z
U
S
A
R
O
A
D
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
GL
E
N
A
I
R
L
O
G
I
S
T
I
C
S
-
B
L
D
G
1
IS
S
U
E
D
F
O
R
P
L
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
LL
01
/
2
1
/
2
5
1
LL
CH
E
C
K
E
D
DR
A
W
N
FO
R
C
O
N
S
T
R
.
DA
T
E
O
F
I
S
S
U
E
Da
t
e
No
.
By
Re
v
i
s
i
o
n
s
PROJECT NO.
SHEET NO.
PR
O
J
E
C
T
PRINT DATE & TIME
12
3
3
9
L
O
W
E
R
A
Z
U
S
A
R
O
A
D
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
GL
E
N
A
I
R
L
O
G
I
S
T
I
C
S
-
B
L
D
G
1
IS
S
U
E
D
F
O
R
P
L
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
LL
01
/
2
1
/
2
5
1
LL
EXHAUST FAN SCHEDULE
EQ
U
I
P
'
T
S
C
H
D
'
L
N
O
T
E
S
&
D
E
T
A
I
L
S
8M1.0
CH
E
C
K
E
D
DR
A
W
N
FO
R
C
O
N
S
T
R
.
DA
T
E
O
F
I
S
S
U
E
Da
t
e
No
.
By
Re
v
i
s
i
o
n
s
PROJECT NO.
SHEET NO.
PR
O
J
E
C
T
PRINT DATE & TIME
12
3
3
9
L
O
W
E
R
A
Z
U
S
A
R
O
A
D
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
GL
E
N
A
I
R
L
O
G
I
S
T
I
C
S
-
B
L
D
G
1
IS
S
U
E
D
F
O
R
P
L
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
LL
01
/
2
1
/
2
5
1
LL
G
F
E
D
C
B
A
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
13
13
F.6
3.52.5
E.9
F.4
6711 6712 6713 6714 6716 6717
6802
6803
6719
6804680568276800
6799
6798
6797
6824 6825 6826
6847 6848 6850
6849
68386837
6836
6835
6853
68466845
6843 6844
5794 5793 57915792
5790578957885787
5773 5774 5775 5776
5779 5778 5777
5781 5782 5785 5786
5550
6831
6832
6833
68346829
6842
5800
6461
5549 5809 5802 5803 5808
58055804
5806 5807
5765 5766 5767 5768 5769 5770 6474 6475 6476 6477 6478 6479
5759 5760 5761 5762 5763 5764
5759 5760 5761 5762 5763 5764
5755 5754 5753 5752 5751 5750 5749 5756 5757 5758
5799
6851
8M2.0
OV
E
R
A
L
L
H
V
A
C
F
L
O
O
R
P
L
A
N
1" = 20'-0"1 OVERALL HVAC PLAN - PHASE IX TRUE
NORTH
PROJECT
NORTH
CH
E
C
K
E
D
DR
A
W
N
FO
R
C
O
N
S
T
R
.
DA
T
E
O
F
I
S
S
U
E
Da
t
e
No
.
By
Re
v
i
s
i
o
n
s
PROJECT NO.
SHEET NO.
PR
O
J
E
C
T
PRINT DATE & TIME
12
3
3
9
L
O
W
E
R
A
Z
U
S
A
R
O
A
D
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
GL
E
N
A
I
R
L
O
G
I
S
T
I
C
S
-
B
L
D
G
1
IS
S
U
E
D
F
O
R
P
L
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
LL
01
/
2
1
/
2
5
1
LL
B
C
D
E
54123
8M3.0
PA
R
T
I
A
L
H
V
A
C
F
L
O
O
R
P
L
A
N
3/32" = 1'-0"2 PARTIAL HVAC PLAN - PHASE IX
TRUE
NORTH
PROJECT
NORTH
CH
E
C
K
E
D
DR
A
W
N
FO
R
C
O
N
S
T
R
.
DA
T
E
O
F
I
S
S
U
E
Da
t
e
No
.
By
Re
v
i
s
i
o
n
s
PROJECT NO.
SHEET NO.
PR
O
J
E
C
T
PRINT DATE & TIME
12
3
3
9
L
O
W
E
R
A
Z
U
S
A
R
O
A
D
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
GL
E
N
A
I
R
L
O
G
I
S
T
I
C
S
-
B
L
D
G
1
IS
S
U
E
D
F
O
R
P
L
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
LL
01
/
2
1
/
2
5
1
LL
DRAWING KEY NOTES
G
F
E
D
C
B
A
1
1
2
2
3
3
4
4 5 6 7 8 9 10 11 12 13
F.6
3.52.5
E.9
F.4
NORTH
8M4.0
OV
E
R
A
L
L
H
V
A
C
R
O
O
R
P
L
A
N
1" = 20'-0"1 OVERALL HVAC PLAN - PHASE IX TRUE
NORTH
PROJECT
NORTH
CH
E
C
K
E
D
DR
A
W
N
FO
R
C
O
N
S
T
R
.
DA
T
E
O
F
I
S
S
U
E
Da
t
e
No
.
By
Re
v
i
s
i
o
n
s
PROJECT NO.
SHEET NO.
PR
O
J
E
C
T
PRINT DATE & TIME
12
3
3
9
L
O
W
E
R
A
Z
U
S
A
R
O
A
D
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
GL
E
N
A
I
R
L
O
G
I
S
T
I
C
S
-
B
L
D
G
1
IS
S
U
E
D
F
O
R
P
L
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
LL
01
/
2
1
/
2
5
1
LL
8M5.0
T-
2
4
C
O
M
P
L
I
A
N
C
E
E
N
E
R
G
Y
F
O
R
M
S
CH
E
C
K
E
D
DR
A
W
N
FO
R
C
O
N
S
T
R
.
DA
T
E
O
F
I
S
S
U
E
Da
t
e
No
.
By
Re
v
i
s
i
o
n
s
PROJECT NO.
SHEET NO.
PR
O
J
E
C
T
PRINT DATE & TIME
12
3
3
9
L
O
W
E
R
A
Z
U
S
A
R
O
A
D
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
GL
E
N
A
I
R
L
O
G
I
S
T
I
C
S
-
B
L
D
G
1
IS
S
U
E
D
F
O
R
P
L
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
LL
01
/
2
1
/
2
5
1
LL