Exhibit E
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OVERALL P1
scale: 1" = 50'-0"
APPLICANT LEGAL DESCRIPTION
PROLOGIS SEE CIVIL
2141 ROSECRANS AVENUE, SUITE 1151
EL SEGUNDO, CA 90245
CONTACT: BLAKE KELLY
PHONE: (909) 673-8725
APPLICANT'S REPRESENTATIVE
ZONING
EXISTING ZONING DESIGNATION: M-2 MANUFACTURING
HPA INC.
18831 BARDEEN AVE. SUITE 100
IRVINE, CA 92612
TEL: (949)862-2107
CONTACT: CELIO COSIO
PROJECT DATA
FIRE DEPARTMENT GENERAL NOTES
-
1. INSTALL APPROVED KEY BOXES (E.G. KNOX BOXES) O OCCUPANCY[CA FIRE
SITE AREA
CODE §506. 1]. MOTORIZED GATE SHALL ALSO BE EQUIPPED WITH KNOX KEY (OVERRIDE) SWITCH.
In s.f
1,270,210
2. APPROVED ADDRESS IDENTIFICATION SHALL BE PROVIDED THAT IS LEGIBLE In acres,
29,16 ac
AND PLACED IN A POSITION THAT IS VISIBLE FROM THE STREET/ROAD SIZING
SHALL BE APPROVED AND AT A MINIMUM MEET REOUIREMENT OF CA FIRE ` ° '� ��Uli �`
CODE [CA FIRE CODE §505.11
�I'
3. APPROVED ADDRESS IDENTIFICATION SHALL BE PROVIDED THAT IS LEGIBLE Office
20,000 s.f.
AND PLACED IN A POSITION THAT IS VISIBLE FROM THE STREET/ROAD SIZING
SHALL BE APPROVED AND AT A MINIMUM MEET REOUIREMENT OF CA FIRE CODE [CA FIRE CODE §505.11
4. BUILDING EGRESS SHALL BE DESIGNED TO MEET REOUIREMENTS OF THE CA
BUILDING CODE AND CHAPTER ID OF THE CA FIRE CODE FOR OCCUPANT LOAD NUMBER OF EGRESSES, EGRESS SIZING. DOOR SWING DIRECTION EXIT SIGN ILLUMINATION, ETC.
5. HIGHPILE STORAGE SHALL REQUIRE A DEFERRED PLAN SUBMITTAL. HIGH - i�,
PILE COMBUSTIBLE STORAGE REQUIRES A SUBMITTAL OF CONSTRUCTION 'I '14
DOCUMENTS (PLANS) WHICH PROVIDE DETAIL ON THE ELEMENTS CONTAINED IN SECTION 3201.3 OF THE CA FIRE CODE.
6. IF HAZARDOUS MATERIALS OPERATIONS (I.E. LP -GAS FORKLIFT OPERATIONS, MECHANICAL REFRIGERATION, ETC.) SHALL OCCUR AT OCCUPANCY,
BUSINESS SHALL BE REOUIRED TO ESTABLISH, IMPLEMENT, AND SUBMIT A
HAZARDOUS MATERIALS BUSINESS PLAN (HMBPI) TO STATEWIDE
)
ENVIRONMENTAL REPORTING SYSTEM (CERS) WHERE REOUIRED FOR HANDLING REPORTABLE THRESHOLDS OF HAZARDOUS MATERIALS [HSC 25507; 25508]
7. PROVIDE VISIBLE NFPA 704 HAZARD WARNING PLACARD TO ADDRESS SIDE OF TOTAL
670 stallsBUILDING
NFPA 704 PLACARD SHALL BE REOUIRED WHERE HAZARDOUS
SUBSTANCES EOUAL TO OR ABOVE PERMITTED QUANTITIES ARE HANDLED.
STORED. OR USED [CA FIRE CODE §5003.51.
Standard' ')
491 stalls
8. THE DCDA FOR THE FIRE SPRINKLER SYSTEM SHALL BE OF AN APPROVED
TYPE AND MODEL (TYPE AND MODEL AS APPROVED BY THE CITY OF DOWNEY
PUBLIC WORKS DEPARTMENT)
Accessible
9. PROVIDE AN APPROVED CLASS I STANDPIPE SVSTEM (2 1/2 INCH HOSE Standard x W
9 stalls
CONNECTIONS) AT INTERIOR OF WAREHOUSE FOR FIREFIGHTING
OPERATIONS. HOSE CONNECTIONS SHALL BE INSTALLED IN ACCORDANCE Aocessible Van Fututie)0
1 stall
WITH CA FIRE CODE AND NFPA 14.
Standard ADA Future EV W W)
1 stall
10. A DEFERRED AUTOMATIC FIRE SPRINKLER PLAN SUBMITTAL SHALL BE REQUIRED [CA FIRE CODE §903.2]. THE AUTOMATIC FIRE SPRINKLER SYSTEM
DESIGN, INSTALLATION, AND TESTING SHALL BE IN ACCORDANCE WITH NFPA FutureAmbulatory �Wx Y)
I stall13.
Cie f I V
10 stalls
11. A DEFERRED FIRE ALARM AND DETECTION SYSTEM PLAN SUBMITTAL SHALL BE REQUIRED [CA FIRE CODE §907.21. THE FIRE ALARM AND DETECTION Standard ureV
29 stalls
SYSTEM SHALL BE DESIGNED, INSTALLED, AND TESTED IN ACCORDANCE WITH NFPA 72.
Total Auto Parking
Ili
12. EMERGENCY RESPONDER RADIO COVERAGE SHALL BE PROVIDED TO THE BUILDING IN ACCORDANCE WITH CA FIRE CODE 510, NFPA 72 AND NFPA 1221.
Auto PaNing In Lieu of Trailert
13. PROVIDE APPROVED FIRE LANE MARKINGS [CA FIRE CODE §503.31 ParkingTotal in Lieu Trailer,Its
-14. PROVIDE FIRE HYDRANTS (YARD HYDRANTS) ON PROPERTY FIRE HYDRANTS SHALL HAVE REQUIRED CLEAR SPACE OF 3 FEET. PROTECTED FROM VEHICLE
IMPACT WITH APPROVED CRASH PROTECTION, AND TO BE LOCATED ON I Per 4 Dock Doors
46 stalls
PORTION OF FIRE APPARATUS ROAD SIZED TO 26 Ff IN WIDTH [CA FIRE CODE §507.5.1;507.5.5;507.5.6]
15. PARKING STALLS, INCLUDING WHEEL STOPS. SHALL BE OF SUFFICIENT SIZE AS TO ACCOMMODATE VEHICLES. PARKED VEHICLES SHALL NOT ENCROACH Trailer2
stalls
INTO THE FIRE LANE/ACCESS ROAD.
16. THE SECURITY GATE SHALL NOT BE ERECTED ACROSS ANY FIRE APPARATUS
ROAD WITHOUT PRIOR APPROVAL FROM THE FIRE CHIEF AND THE GATE SHALL BE
PROVIDED WITH AN APPROVED UNOBSTRUCTED WIDTH AS DETERMINED BY FIRE Designation
CHIEF [CA FIRE CODE §503.2.1; 503.6].
IL ING HQG,HT..ALL0WE1D
17. EMERGENCY RESPONDER RADIO COVERAGE SHALL BE PROVIDED TO THE BUILDING IN ACCORDANCE WITH CA FIRE CODE 510, NFPA 72 AND NFPA 1221.
Height - " or 3 stories
18. PROVIDE APPROVED FIRE LANE MARKINGS [CA FIRE CODE §503.31
19. PRE -DEMOLITION AND CONSTRUCTION MEETING WITH THE FIRE PREVENTION BUREAU, 562-904-7345.
Coverage -nolimit
SITE PLAN KEYNOTES
_
S
O HEAVY BROOM FINISH CONCRETE PAVEMENT.
Front Street
2O ASPHALT CONCRETE (AC) PAVING
(abuttingSide - none i )
O CONCRETE WALKWAY
4 DRIVEWAY APRONS TO BE CONSTRUCTED PER "L" DRAWINGS
5'-6"X5'-6"X4" MIN. THICK CONCRETE EXTERIOR LANDING PAD TYP. AT OALL EXTERIOR MAN DOORS TO LANDSCAPED AREAS. FINISH TO BE MEDIUM BROOM FINISH. SLOPE TO BE 1/4" : 12" MAX. PROVIDE WALK TO Required
of
PUBLIC WAY OR DRIVE WAY W/ 1:20 MAX. AS REQ. BY CITY INSPECTOR. 8' H PROVIDE METAL, MANUAL OPERATED GATES W/ KNOX-PAD LOCK O6 PER FIRE DEPARTMENT STANDARDS PER DRIVEWAY. PROVIDE CONDUIT -
FOR FUTURE MOTOR.
EXTERIOR CONC. STAIR.
percentage
10.5%O
in f77',432sJ,O8
LANDSCAPE. SEE "L" DWGS.
OCONCRETE TILT -UP SCREEN WALL WITH ANTI -GRAFFITI PAINT OR COATING.
10 6" CONCRETE CURB
11 APPROXIMATE LOCATION OF TRANSFORMER.
12 UNDERGROUND STORM WATER STORAGE - SEE CIVIL PLANS.
13 DOLLY PAD.
14 DRIVE-THRU RAMP
15 TRASH ENCLOSURE. SEE SHEET A4.1.
16 PROTECT IN -PLACE EXISTING TREE.
17 DECORATIVE PAVERS FOR PATH OF TRAVEL.
18 PARKING STRIPING TO COMPLY WITH CITY STANDARDS
PROVIDE BUILDING ADDRESS IDENTIFICATION PER CITY AND CODE 19 REQUIREMENTS. LOCATION TO BE DETERMINED DURING PERMIT PROCESSING.
SITE GENERAL LEGEND
Scale: 1" = 50' - 0"
TRUE
0 50'-0" 100'-0" 150'-0" NORTH
LANDSCAPED AREA
� STANDARD PARKING STALL
CONCRETE PAVING SEE "C"
DRWGS. FOR THICKNESS PROPERTY LINE
hpa, inc.
18831 Bardeen avenue - ste.
#100 irvine, ca
92612
tel: 949 863 1770
fax: 949 863 0851
email: [email protected]
0 Owner:
f"O" PROLOGISO
Ahead of t' next
17777 CENTER COURT DR N,
STE100 CERRITOS, CA 90703
TEL: (909) 673-8725
■
Project:
STEWART &
GRAY RD
STEWART & GRAY RAOD
DOWNEY, CA 90241
■
Consultants:
CIVIL Kimley-Horn
STRUCTURAL
MECHANICAL -
PLUMBING -
ELECTRICAL RPM
LANDSCAPE -
FIRE PROTECTION -
SOILS ENGINEER -
■
Title: ENTITLEMENT SITE
PLAN
Project Number: 20260
Drawn by: CC
Date: 07/19/22
Revision:
Sheet:
DAB=A I , I
Exhibit E
7 0
LO
8 (0LO
00 9
0 LO
10 -
0 LO
A B C nD E F G H J nK L M nN
690
60' - 0" ' 60' - 0" 60' - 0" 60' - 0" 60' - 0" 50' - 0" 50' - 0" 50' - 0" 60' - 0" 60' - 0" 60' - 0" 60' - 0" 60' - 0" 60' - 0" 1 60' - 0" 1 60' - 0" 60' - 0" 500" 50' 0" 50' 0" 60' - 0" 1 60' - 0" 1 60' - 0" 1 60' - 0"
A B C D E F G H J K L M N
Scale: 1" = 40' - 0"
OVERALL FLOOR PLAN
scale: 1" = 40'-0" I TRUE
0 40'-0" 80'-0" 120'-0" NORTH
KEYNOTES - FLOOR PLAN
1O CONCRETE TILT -UP PANEL.
2O STRUCTURAL STEEL COLUMN.
O3 TYPICAL STOREFRONT SYSTEM WITH GLAZING. SEE ENLARGED PLANS AND ELEVATIONS FOR SIZE, COLOR AND LOCATIONS.
OCONCRETE RAMP W/ 42" HIGH CONCRETE TILT -UP GUARD WALL OR BUILDING WALL ON BOTH SIDES OF RAMP.
5O 9'-0" X 10' TRUCK DOOR, SECTIONAL O'H., STANDARD GRADE. 6O EXTERIOR CONCRETE STAIR.
O7 CONCRETE STAIRS WITH GUARDRAILS/HANDRAILS
8O 12' x 14' DRIVE THRU. SECTIONAL OH., STANDARD GRADE. 9O DOCK DOOR BUMPER.
10 CONC. FILLED GUARD POST. 6" DIA. U.N.O.. 42"H.
11 3' X 7' HOLLOW METAL EXTERIOR MAN DOOR.
12 EXTERIOR DOWNSPOUT WITH OVERFLOW SCUPPER.
13 ACCESSIBLE CONCRETE RAMPT WITH GUARDRAILS/HANDRAILS.
GENERAL NOTES - FLOOR PLAN
FLOOR SLAB & POUR STRIPS REQ.
THESE NOTES ARE VERY MIN. REQUIREMENT.
1. FLOOR COMPACTION - 95%
2. TRENCH COMPACTION - 90%
3. BUILDING FLOOR SLAB:
4. CONTRACTOR TO BUILD FOR CLASS V FLOOR PER A.C.I. 302-IR-96
5. NOT USED
6. CONCRETE SLAB TO HAVE STEEL FLOAT HARD TROWEL BURNISHED FINISH.
7. FOR SLAB CURING, COORDINATE WITH THE OWNER.
8. ALL EQUIPMENT & MOVING VEHICLES SHALL BE DIAPERED.
9. NO CRANES, CONCRETE TRUCKS, OR ANYTHING HEAVIER WILL BE PLACED ON THE SLAB.
10. SLAB TO BE FF50 FL35 MEASURED WITHIN 24 HOURS.
11. NO FLY ASH IN THE CONCRETE
12. WHERE INDICATED, PROVIDE VAPOR BARRIER, CONCRETE SLAB OVER 2" SAND OVER 10MIL VISQUEEN, OVER 2" SAND,OVER
COMPACT SOIL. ENGINEER OR MANUFACTURER'S
RECOMMENDATION. CONCRETE SLAB IN FUTURE OFFICE AREAS, WHERE SAND
OVER VISQUEEN ARE REQUIRED, SHALL BE NATURALLY HYDRATED WITHOUT USE OF BURLENE, CURING COMPOUND, OR RELEASE AGENTS.
CONTROL/CONSTRUCTION JOINTS SHALL NOT BE FILLED WITH MM-80 JOINT FILLER IN FUTURE OFFICE AREAS.
13. SEAL CONCRETE SLAB W/ "LAPIDOLITH" SEALER.
A. THIS BUILDING IS DESIGNED FOR HIGH PILE STORAGE WITH FIRE ACCESS MAN I. FOR DOOR TYPES AND SIZES, SEE DETAIL SHEET ADA. NOTE: ALL DOORS PER DOORS AT 1 00'MAXIMUM O.C. A SEPARATE PERMIT WILL BE REQUIRED FOR ANY DOOR SCHEDULE ARE FINISH OPENINGS.
RACKING/CONVEYER SYSTEMS.
J. CONTRACTOR TO PROTECT AND KEEP THE FLOOR SLAB CLEAN. ALL B. FIRE HOSE LOCATIONS SHALL BE APPROVED PER FIRE DEPARTMENT.
EQUIPMENT TO BE DIAPERED INCLUDING CARS AND TRUCKS.
C. THE BUILDING FLOOR SLAB IS SLOPED, SEE "C" DRAWINGS FOR FINISH K. ALL EXIT MAN DOORS IN WAREHOUSE TO HAVE ILLUMINATED EXIT SIGN SURFACE ELEVATIONS.
HARDWARE.
D. NOT USED
L. HIGHLY FLAMMABLE AND COMBUSTIBLE MATERIAL SHALL NOT BE USED OR STORED IN THIS BUILDING.
E. WAREHOUSE INTERIOR CONCRETE WALLS ARE PAINTED WHITE. COLUMNS ARE TO RECEIVE PRIMER ONLY. ALL GYP. BD. WALLS IN WAREHOUSE TO M. EACH EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN RECEIVE 1 COAT OF WHITE TO COVER.
WITH THE WORDS "EXIT". THE MOUNTING HEIGHT FOR SUCH SIGNAGE SHALL BE 60" FROM FINISH FLOOR LEVEL TO THE CENTER OF THE SIGN.
F. SLOPE POUR STRIP 1/2" TO EXTERIOR AT ALL MANDOOR EXITS. SEE "S" DRAWINGS FOR POUR STRIP LOCATION.
N. NON -ACCESSIBLE DOOR. PROVIDE WARNING SIGN LOCATED IN THE INTERIOR SIDE PER CBC 1133B.1.1.1
G. ALL DIMENSIONS ARE TO THE FACE OF CONCRETE PANEL WALL, GRIDLINE, OR FACE OF STUD U.N.O.
O. ALL ROOF MOUNTED MATERIALS SHALL BE FULLY SCREENED FROM PUBLIC VIEW, SEE A/A4.1 OFFICE SECTION.
H. SEE CIVIL DRAWINGS FOR POINT OF CONNECTIONS TO OFF -SITE UTILITIES.
CONTRACTOR TO VERIFY ACTUAL UTILITY LOCATIONS. PLUMBING/ELECTRICAL COORDINATION.
M N
Scale: 1/8" = V - 0"
ENLARGED FLOOR PLAN
scale: 1/8" = 1'-0" TRUE
0 8'-0" 16'-0" 24'-0" NORTH
W
Irt
IIIIIIIIIIIII�
hpa, inc.
18831 bardeen avenue - ste.
#100 irvine, ca
92612
tel:949 863 1770
fax:949 863 0851
email: [email protected]
■
Owner:
Nh
PROLOGIS"
Ahead of what's next
17777 CENTER COURT DR N,
STE100 CERRITOS, CA 90703
TEL: (909) 673-8725
--------------
Project:
STEWART &
GRAY RD
STEWART & GRAY RAOD
DOWNEY, CA 90241
0 Consultants:
CIVIL Kimley-Horn
STRUCTURAL -
MECHANICAL -
PLUMBING -
ELECTRICAL RPM
LANDSCAPE -
FIRE PROTECTION -
SOILS ENGINEER -
0 Title: OVERALL FLOOR PLAN
Project Number: 20260
Drawn by: CC
Date: 03/04/21
Revision:
Sheet:
DAB—A2.1
Exhibit E
A B C nD E F G H J nK L M N
690' "
t 60' - 0" ( 60' - 0" ( 60' - 0" ( 60' - 0" ( 60' - 0" ( 50' - 0" 1 50' - 0" ( 50' - 0" ( 60' - 0" ( 60' - 0" ( 60' - 0" 60' - 0"
I I I I I I I I I I I I I
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b NOTE: ALL ROO MOUNTED MECHANIC L
1 1 1 1 1 1 1 1 EQUIPMENT WILL BE APPROPRIATELY 1
150" LO m SCREENED ROM PUBLIC VIEW.
I I I I I I I I I I I I I
I I I I I I I I I I I I I
I I I I 1 I 12 I I I I I 2 1 I I
TYP. TYP. TYP. TYP.
I I I I I I I I I I I I I
60' - 0" 60' - 0" , 60' - 0" 60' - 0" , 60' - 0" 50' - 0" , 50' - 0" , 50' - 0" , 60' - 0" , 60' - 0" 60' - 0" 60' - 0" 1 690' "
A B C D E F G H J K L M N
Scale: 1 " = 40' - 0"
OVERALL ROOF PLAN
scale: 1" = 41
ATRUE
0 40'-0" 80'-0" 120'-0" NORTH
KEYNOTES - FLOOR PLAN
1O CONCRETE PARAPET.
2O PARAPET RETURN
3� 4' X 8' SKYLIGHT.
4O ROOF TOP UNITS
5O RIDGE LINE
ROOF LEGEND
4' X 8' CURB MOUNTED SKYLIGHTS.
BUILDING PARAPET LINE
hpa, inc.
18831 bardeen avenue - ste.
#100 irvine, ca
92612
tel:949 863 1770
fax:949 863 0851
email: [email protected]
■
Owner:
dir-.'PROLOGIS's
Ahead of what's next
17777 CENTER COURT DR N,
STE100 CERRITOS, CA 90703
TEL: (909) 673-8725
■
Project:
STEWART I
GRAY RD
STEWART & GRAY RAOD
DOWNEY, CA 90241
0 Consultants:
CIVIL Kimley-Horn
STRUCTURAL -
MECHANICAL -
PLUMBING -
ELECTRICAL RPM
LANDSCAPE -
FIRE PROTECTION -
SOILS ENGINEER -
0 Title: OVERALL ROOF PLAN
Project Number: 20260
Drawn by: CC
Date: 03/04/21
Revision:
Sheet:
Exhibit E
M L K J H G F E D B/A3.1 � A/A3.1
w
630' I =
I I I I I I I �
60' 60' 60' 50' 50' 50' 60' 60' 60'
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V;' 'J V- "✓ `✓ " V U V `✓ / V V 'J V V V` - `✓ V 4 `; - V 'J V V 'J V` V V 1 V - V V` - V `✓ `✓ V V 4 '�/ V V \. JV ✓ V, V ': V V V`✓ .... ...I V--,Ve ✓ VVV .✓-/V - V eV ✓ V - V- ,- - - - -- - _.. _ - - - -- 0 0.. o .�....... o 0 0...... o \ o 0 0 0...... o 0 0....... .� , o V o V o ✓ \,............ V✓ o...... / V o✓ \, V V/ V �....... „ V IV IU IV IV 1 IV 1Ui N dV IU IV IU iV IV i V c V V V - V - - - - - - V✓V ✓ ✓. V Q v V V V U v V V V , V V V v V ✓ V V` V V✓ ✓ J` U v✓ r` v v V V _ v✓ V V ✓"v .... . ... V ':/ V -' c.. \. �... .✓ c.. c'. J V-. .� c. �._ V �.. cJ `✓ ., ,... V �.. ,.J V .y c, \✓ V `._ \. .✓ `' V V V \, '✓ V c✓ - V \✓ ✓ 'y V C V V `' V `✓ `✓- IV IV IV IV I IU IU IW :IV IV IV IV N N ✓ V = V ,✓ a = V V V `✓ \ V y 'J J V 'V V - `J V J V V V . V \ V V V V V V V V V 'J V V V ` J `J '� V ': 1 ` ✓ V ': 'J `✓ V / `J ': V 'J \ V V ': `J ` ✓ V V 'J `J 'J `J V `J '\ - VVV I ': V ': V ✓ 4 ' `✓ V `J ': `J ', `J , V V V \ V I ✓ V \ J \ V V `J ': , V `J '� V ': V \ J ':/ V 'J V / `J ': V V V V '� , V J 'J '� V V `J ✓ `J V `J V " `✓ , `J '� J ✓ I V / ': V '� V V V VVV `J '\ V V `J 'J `J V \ V `� V V `: ' 'J c/ ': / J \ , V \ V V `J V ; \y ': / V 'J ':
L - - - - fl d - - � - O O - D •. �- O - -fl D, V � - � - '0 -fl - - D L - \f :, / 'E - fl d L fl L a fl L- d- L T '0 -� L LK / •� V fl � V , D ; � V 'fl V fl ; o, \- DIV - U 1'yr V' V V VVV
4 5 7 10 8 5 6 I 10
TYP. TYP. TYP. TYP. TYP. TYP. TYP, ' TYP.
NORTH ELEVATION
1 scale: 1/16" = 1'-0"
1 2 3 4 5 6 D/A3.1 I C/A3.1 7 B/A3.1 A/A3.1 C B A
860' i ' z 6 0'
66' I 56' 56' I 56' 56' 56' U U
6 6 1 6 1 1— I F— 60' 60
TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. Q TYP. 1 1 I � I =I o 0
J J 7✓ J V \ V V V V `J v
sc ' sc � r
F
I I\
VJ JJ
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1 SCll sc sc sc a Iv iu Iv" Iu IV Iv Iv Iv Iv Iv Iu Iv lu I Iv ' Iv Iv Iv IV iv Iv IU IV Iv sc sc sc sc sc sc V J J✓ J J \ V\ ✓ V\ V i
:.:.
IV Iv IV.__: IV IV :IV :IV IV IV ). ✓ _ „ ✓ _ -.. ✓ ✓ \, ✓ IV IV IV IV v V 1 ' V V V ` `✓ V V V V \, IV I IV IV IV IV IV IV IV IV IV Iv IV IV IV IV L p
TYP.
i A
Iv Iv Iv I 2 1, V V V V V V IV I Iv Iv IV Iv {v
IV IV t IV .. IV IU Iv IW IV IU { _
..... ✓ G Vi V v V 7 V v ✓ V v V ✓ ✓ ✓ •✓ ✓ V / v J , , - , J ✓ - - , V - V , J , J V , ✓ V ....
IV IV IV IV V V V V V V V V IW I 1V iW IU IV IV
lu NI IV IV IV IV IW N IV ,_ ....... ....... V V V V V V V V ✓ ✓ V V V V V (, V V V (, V ✓ V J V V (, V V V V V V \ ✓ V V V ✓ V V V>✓ V V \_ V `._ '. `J =' V` V V \i V\ V =.. V ,. \, V `.' V `' V` V V c V c- V c ` _. \_ ._ V V V= V \J:.-✓V V 3 V✓\i V `' V `'-✓C/ J \. V �.. V V ,.. 'V V✓V✓=. '` _ .J ✓c..\V � y` =.V\J✓� \7 �_'\f 'V�\ \J �.. '\fv�.. li V cuJ '✓ `' O V V✓c..\\fv� \f �._ \✓�V� J =' V V =. \J ✓�.. p V VVV \_ Uv`_ p` V V✓c..\'\J . \
✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ V ✓ ✓ ✓ ✓ J ✓ J ✓ ✓ ✓ ✓ ✓ ✓ ✓ 7 ✓ ✓ / _✓ V ✓ ✓ 7 `\, `✓ ✓ `✓ `✓ ✓ 7 ✓ ✓ ✓ 7 ✓ V / _✓ J `V `✓ ✓ ✓ ✓ ✓ J `V `✓ 7 `✓ ✓ ✓ ✓ ✓ ✓ V v ✓ V V v V ✓ V V \'777,77-77—\ V J J /'i V V U v V V V =✓ G` G 'y V V V `" V V V V `'- '✓ ` V G= V `' `V `"' V (, V V ` V= '✓ V V `"' V V V `V `"' J` '✓ V V V `' V `'- "i J V V V` ',> V V V V V `"' V G V V V `VVV = V V V V V 'VVVV��/VVVv._v�VV VV Vv...VVVVv...VV VVVUv`_VV...V,...V�VVv... V UV�,V Vv VVV T4) 5 7 10 1 6 I 10 4
TYP. TYP. TYP. TYP. TYP. 1 TYP. TYP.
WEST ELEVATION C NORTH ELEVATION (CONT.)
scale: 1/16" = 1 0 scale: 1/16" = 1 0
I
D/A3.1 ,I, C/A3.1 7 8 9 10 11 12 13 14 15 16
z 1 860'
_ 56' 56' 56' 56' 56' 56' 56' 56' 66'
I"
TYP. 1 VO ✓ JV V V ✓`✓'7OV V V `7O`✓V `7 V V V V`7O V V V `✓ V O`7VVV`7•✓ J V✓J✓VV ,JV J•VV ✓✓UV ✓ ✓ ✓`✓✓✓V✓v SC sC sC sC
v
y
•, c- \i J J `✓ c- 'J \ yy �cJ�p \ V \i V V V `✓ `. _.. •. V V `J =_ V ` V V \i 'J \.. `"' V V V V =✓ V ✓ `: `✓ '- V ✓ V V V V \� \i V `✓ V ` V `✓ '✓ V `V V `✓ `: '/ V \i '. V `' V V \/ V V V `' V \✓ �/ V V V `✓ `: - \i V `✓ U ✓ V `' V V V =., y `✓ V V V `J = V V V \✓ \V c \J \ � V \✓ '� i VVV `✓ `: V V =✓ V = V ` V V `✓ V ` / \✓ V V V V = V V V '. - V `' V V `✓ V `' V `✓ 'i V V V `✓ `: V (, _' V =' V ` V V `' V ` V `' V V V ✓ `✓ J V V \i V V ', V `" V ` - V `' V ` V cJ V \✓ '✓ c✓ 'i V ✓ `J = V V `✓ V `" V ` V V \i V ` y \✓ `U V V V V `: yi •. V - � ✓ `✓ , V `V V =., ----- ✓ ✓ ✓ ✓ ✓ ✓ J ✓ ✓ ✓ ✓ V V `7 `V `✓ �� J `7 ✓ 7 'r .� ., \✓ 7 7 \ �/ `7 \' _✓ 'V =J .. \✓ 7 ...- V `✓ `7 ` 7 ✓ \/ \. =J '/ `7 \ �/ `✓ V 7 ✓ V `✓ \✓ / _✓ 7 \ ✓ 7 ✓ 7 \, / `✓ ✓ 7 7 \ \ / _✓ 7 ✓ `. / \✓ , \✓ \ x N ! t d
V � .✓ \- _ ., V V ✓ � \, r' � V V 4 \- V \- V \- v V � .✓ \- V - , -- V "' V - - , , - " V - ._ � c- _ ......... ✓ ✓✓ ✓ ✓ ✓ ✓ ✓ V v V v V v V\ V V V v U V V U V V v V V V V \' ✓� V V V: V U v U V U v v U v U v V V V U v U V U V V U V V U V V V U V v V U v V V v \, •✓ V V V V✓ V 4 U v✓ U v V U v U v� V v U v U v V ., ., V VVV v U V v V U v V u v V V v ✓..✓ V V V � V V V ✓ ✓ V v
Iv Iv IV
Iu Iv Iv Iv ' � Iv Iv Iv + Iu Iv v 1
V `✓ ` U V - V V \% 'J V` 1 V V 1 `✓ V V �- V V i V V V V V /- V V V V- `✓ V 4 V - V V V V '� 'J V V V V V V' I V V V V V -\ V V - V V y l V, - V\ Vl /"`✓ ✓, V V VlV V __. V V V V ✓V V✓ ----- v ✓ ✓
_ - � - - - � - - 77 - - V - - _ _ - , - � - � _ - _ 7 - - - 7 _ _ - _ - - - � - - IV IV IV IV IV IV IV IV IV IV IV IV IV V ✓vv ✓.`V ,v., V ,V
J J V C V V J J - C v J✓ V ✓ V v V J ✓✓ ✓, ✓✓ V
O O O O O O O O O O O / -/ V o J J ✓ J o Vi J✓ D y C V o V J ✓✓ o ✓✓ \ J- `J V' 0_ V `J o `J V- `✓ `✓ V- C o V V V `J `J `✓ `J -- 0 V V \ `✓ V J V V v, , V V V . V V V V c - - - - N IV IV N IV IV IV IU -IV IV IV ...... IV. ,IV _ _ _
V s c V V v V V c V V✓ V V V V V- V V -- - ..c - - - - - ✓ ✓ v ✓ ✓ v ✓ v
✓ v V v
/ V `V -- V V V\ / V V J \ (: `✓ V V V V�=' V V > O \ V J�=' V /v J V J O `'✓ V `' J `✓ V G' 'J V `✓ / V ✓V V.:✓ VV` ✓ V ✓ V V V V c, ..� F� Vov� V c c✓ T- \-, V \ r' �' r( ♦ — V �V
V
IV IV IV IV IU IV IV IV IV N IV IV IV
\, ✓ V \, V V V V ` VVV V V` V v V V V V - V V ✓ V\ - - V\ - - ✓ V �' - ' V - I1 { VVVV�V.;V,,�VVV�V\,Vey V VVVVV �.. �, fl V �V V�' �. V VVV\ ✓� UflV V�. V VVV V UflV fl „�,, �., �., �, p V V VVV^ ✓�. Ufl'\ �. 1 fl✓ ;�. ULV `✓ V V V 'J - V V V V V c- 'J V V V V 'J \/ '✓ V V V V 'J V U V V `✓ V - V V V V 'J `✓ V V V 'J V 'J V V V V ':- ✓ V V J V V \/ V `✓ V V \/ \/ 'J V✓ `✓ V J V 'Jl\ V J V 'J V V V 'J V V \/ V- V V V V"V V V V V `✓ V V V V V V V ✓V"`✓ V J V�'JlV V V V V V V V V V V V V V V V V V V V V `1 J V V V V J V J^V V 7 V V� V V V` V V VlV V `✓ V 'J V V V V `J V ':I \, J V J J V V V"v `: l�'� V- V V 'J 'J V V V V V V `/ \/ ✓ v- V✓ \/ ✓lV ':/ ✓ V �" V ':/ V V�`✓ V V V V V V �`✓ V V V V V \/ V V V V V V V- V✓ V VVV 'J V V `✓ V 'J V ✓lV 8 5 5 10 7 13 4
TYP. TYP. TYP. TYP. TYP. TYP. TYP.
WEST ELEVATION (CONT.)
scale: 1/16' = 1'-0"
F/A3.1 1 E/A3.1 IABA3
w 690' CONCRETE TILT -UP PANEL (PAINTED). FINISH GRADE VARIES. SEE "C" z DRAWINGS. WATERPROOF ALL WALLS WHERE EXTERIOR GRADE IS 1 = HIGHER THAN FINISH FLOOR AND EXPOSED TO THE WEATHER. 1 60' 60' 60'O WATERPROOFING TO BE PROTECTED WITH PROTECTION BOARD AND A TYP. TYP. TYP. MINIMUM OF 6" OF GRAVEL. PROVIDE TRENCH DRAIN AT BOTTOM AND I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ O CURB OR TAKE TO STORM DRAIN.
1 8 I 1 1 11 5 6 � � � � � O2 PANELL JOINDAYLIGHT
O PANEL REVEAL. ALL REVEALS TO HAVE A MAXIMUMU OF 3/8" CHAMFER. 1 3
I ( REVEAL COLOR TO MATCH ADJACENT BUILDING FIELD COLOR. U.N.O.
O OVERHEAD DOOR @ DRIVE THRU. SEE DOOR SCHEDULE. PROVIDE 1 COMPETE WEATHER-STRIPPING PROTECTION ALL AROUND.
OVERHEAD DOOR @ DOCK HIGH. SEE DOOR SCHEDULE. PROVIDE
C - COMPETE WEATHER-STRIPPING PROTECTION ALL AROUND.
CONCRETE STAIR, LANDING AND GUARDRAIL W/ METAL PIPE HANDRAIL.
IV IV I v Iu
If PROVIDE NON SKID NOSING TO MEET ADA REQUIREMENTS. PROVIDE O6 CONTRASTING COLORED 3" WIDE WARNING STRIPE INTEGRAL TO
I I ( CONCRETE AT TOP LANDING AND BOTTOM TREAD PER ADA
_
TYP.
REQUIREMENTS.
2 I ( O7 METAL LOUVER DOORS. PAINT TO MATCH BUILDING COLOR.
Ad HOLLOW METAL DOORS. SEE DOOR SCHEDUL. PROVIDE COMPLETE O WEATHER STRIPING ALL AROUND DOOR. PROVIDE FOR RAIN DIVERTER ABOVE DOOR.
EXTERIOR DOWNSPOUT AND OVERFLOW SCUPPER.
— —
— — ( 10 DOCK BUMPER
1 L
— — — — — — — — — — — _ — — — — — — — — � ALUMINUM STOREFRONT FRAMING WITH TEMPERED GLAZING AT ALL 1 _ _ _ _ _ _ _ _ _ _ _ _ _ 11 DOORS, SIDELITES ADJACENT TO DOORS AND GLAZING WITH BOTTOMS LESS THAN 18" ABOVE FINISH FLOOR ELEVATION.
'
SOUTHELEVATION CONT. 12 TUBE STEEL CANOPY WITH 3 FORM CODA XT COVER OVER ENTRANCE. scale: 1/16 = 1'-0"nF 13 METAL SIDING
1. ALL PAINT COLOR CHANGES TO OCCUR AT INSIDE CORNERS UNLESS NOTED OTHERWISE.
2. ALL PAINT FINISHES ARE TO BE FLAT UNLESS NOTED OTHERWISE.
3. T.O.P. EL.= TOP OF PARAPET ELEVATION.
4. F.F. = FINISH FLOOR ELEVATION.
5. STOREFRONT CONSTRUCTION: GLASS, METAL ATTACHMENTS AND LINTELS SHALL BE DESIGNED TO RESIST - MPH. EXPOSURE "C" WINDS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PRIOR TO INSTALLATION.
6. CONTRACTOR SHALL FULLY PAINT ONE CONCRETE PANEL W/ SELECTED COLORS. ARCHITECT AND OWNER SHALL APPROVE PRIOR TO PAINTING REMAINDER OF BUILDING.
7. BACK SIDE OF PARAPETS TO HAVE SMOOTH FINISH AND BE PAINTED WITH ELASTOMERIC PAINT.
8. FOR SPANDREL GLAZING, ALLOW SPACE BEHIND SPANDREL TO BREATH.
PROVIDE 1" DIAMETER HOLES AT CONCRETE WALL.
9. USE ADHESIVE BACK WOOD STRIPS FOR ALL REVEAL FORMS.
10. THE FIRST COAT OF PAINT TO BE ROLLED -ON AND THE SECOND COAT TO BE
SPRAYED -ON
11. ALL ROLL -UP DOORS AND SERVICE DOORS TO BE PAINTED TO MATCH BUILDING COLOR.
GLAZING LEGEND
NOTE: ALL EXTERIOR AND INTERIOR GLAZING SHALL BE TEMPERED
SPANDREL GLASS
INSULATED VISION GLASSVIC/IWITH
CONCRETE BEHIND
SINGLE LITE
Lis']
VISION GLASS
VISION GLASS
SPANDREL GLASS
PAINT BRAND
SHERWIN WILLIAMS SW 7005
PURE WHITE
1O
CONCRETE TILT -UP PANEL.
2O
CONCRETE TILT PANEL
PAINT BRAND
SHERWIN WILLIAMS SW 7071
GRAY SCREEN
j
-UP
3O
CONCRETE TILT -UP PANEL
PAINT BRAND
SHERWIN WILLIAMS SW 7073
NETWORK GRAY
4O
CONCRETE TILT PANEL
PAINT BRAND
SHERWIN WILLIAMS SW 7074
SOFTWARE
j>
-UP
5O
MULLIONS
COLOR
CLEAR ANODIZED MULLIONS
6O
GLAZING
COLOR
BLUE REFLECTIVE GLAZING
7O
METAL SIDING
COLOR
8O
WOOD SIDING
COLOR
NICHIHA VINTAGEWOOD
FIBER CEMENT CEDAR
SHERWIN WILLIAMS
ACRYLIC LATEX SYSTEMS
METAL CANOPY
PAINT BRAND
HIGH GLOSS/HIGH PERFORMANCE
SW 7071 GRAY SCREEN
I�
SHERWIN WILLIAMS
PRO -INDUSTRIAL,
10 METAL L-FRAME
PAINT BRAND
WATERBASED B53-1150
SEMI -GLOSS SW 7075 WEB GRAY
SURROUND CANOPY
hpa, inc.
18831 bardeen avenue - ste.
#100 irvine1 ca
92612
tel:949 863 1770
fax:949 863 0851
email: p
hp a h archs.com
■
r: e
Owner:
PRO LOG I S'
t n e a
17777 CENTER COURT DR N,
STE100 CERRITOS, CA 90703
TEL: (909) 673-8725
■
Project:
TEWART
S &
GRAY RD
STEWART & GRAY RAOD
DOWNEY CA 90241
■
Consultants:
CIVIL Kimley-Horn
STRUCTURAL -
MECHANICAL -
PLUMBING -
ELECTRICAL RPM
LANDSCAPE -
FIRE PROTECTION -
SOILS ENGINEER -
0 Title: ELEVATIONS
Project Number: 20260
Drawn by: CC
Date: 03/04/21
Revision:
Sheet:
Exhibit E
Q
16 15 14 13 12 11 10 9 B/A3.2 1 A/A3.2 v
860' 1 w
1 66' 1 56' I 56' 1 56' 1 56' 1 56' 1 56' 1
56 �.
TYP. TYP. TYP. TYP. I TYP. TYP. TYP. TYP. TYP. TYP. I TYP. TYP. TYP. TYP. ' TYP. TYP. 1 8 11 5 6 11 5 6 13 7 1 1 3 1 8 1 2 1 3 1 4 9 1 2 1 8 11 5 6 ' 3 13 7 I A
AB-A4
V V V` VVV`
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IV IV IV IU
1U IV 1V 1V IU IU U iU -
1 -
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✓ .: VcV V , VCVVV ccs.,c.; Vs` -
, \/ J✓ V \/ .✓✓ J V . V J V J J V J J . V v\ /✓ J✓ V✓. I✓ V V.\ V °J V V V J✓ V 'J V 'J - V J V C' V V •✓ V' J✓ V V, i✓JV V✓lV\ J✓Vv ✓JV: Vv /Vv': � J✓V �'J \/ J `✓ °J� , V sV V'
,
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�,- V,✓.,V,; V TVV.,V V.,✓V �';V',V^ VVV VTV V ,L. v TV' VVV VVV VvV'., �V„ VLv T TVV VVV V V V V ✓ V , 4 V V V — — V V v V V V V V V V V V V V V V V V V v ✓ V V V V y — V V V V V v V V V ' V v V V V V v V 4 V V V V v ✓ V V V V V VVV V V V V V ✓ V V V V V V V V 2,11 ✓VVV V V V V V V V ^v ✓VVV ✓VVVVV v 4 V V V v ✓ V V V V V v V 4 4 V V V V v ✓ V ✓ V� v V V v ✓ V V V ' V V v V VV V '✓ V V V V V V ` G r JVVV V V r" V e-' ✓ V '/ V CJ J V V`"' V V✓ `"' G `. V V V` G`"' V V V V VVV ;] V V V �' V `" G G V V `.. V r" y V V V V✓`"' `... V V V V e- \, e- y V - V `.. G V G V "> V V G J V V V V` `"' G r" V V V V r V V "7 \7 . J ,2 `... V V J ` V V V V` V e- V V "7 `" G V V VJ V V e '✓ ✓ 'y G VVV , V V '/ G✓ `"' V V V V V V r" V`"' V G ..> V r" V e- V V '/ V `' V V '/ / V V r" V`"' ✓ V V `✓ '% G V ✓ `"' V V V V V V` 4 10 7 5 10 5 7 10 5 10 7
TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. ' TYP, TYP.
TYP.
EAST ELEVATION A
scale: 1 /16 = 1 0
B/Al2 I A/A3.2 8 7 6 5 4 3 2 1
I J 860'
= 56' 56' 56' 56' 56' 56' 66'
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EAST ELEVATION(CONT.) B
scale: 1 /16" - 11-0"
L M N
6 0' 60 6' 26' 624' 1 2'.. 6,. 26, 26,
4'
scale: 1 /8" = 11-0" V
KEYNOTES - ELEVATIONS
GENERAL NOTES - ELEVATION
11221111
ENLARGED SOUTH ELEVATION
COLOR SCHEDULE - ELEVATIONS
scale: 1 /8" = V-0"
CONCRETE TILT -UP PANEL (PAINTED). FINISH GRADE VARIES. SEE "C" 1. ALL PAINT COLOR CHANGES TO OCCUR AT INSIDE CORNERS UNLESS NOTED SHERWIN WILLIAMS SW 7005 DRAWINGS. WATERPROOF ALL WALLS WHERE EXTERIOR GRADE IS OTHERWISE.
OHIGHER THAN FINISH FLOOR AND EXPOSED TO THE WEATHER. 2. ALL PAINT FINISHES ARE TO BE FLAT UNLESS NOTED OTHERWISE. 1T CONCRETE TILT -UP PANEL. PAINT BRAND PURE WHITE WATERPROOFING TO BE PROTECTED WITH PROTECTION BOARD AND A 3. T.O.P. EL.= TOP OF PARAPET ELEVATION.
MINIMUM OF 6" OF GRAVEL. PROVIDE TRENCH DRAIN AT BOTTOM AND 4. F.F. = FINISH FLOOR ELEVATION. SHERWIN WILLIAMS SW 7071 DAYLIGHT TO CURB OR TAKE TO STORM DRAIN. 5. STOREFRONT CONSTRUCTION: GLASS, METAL ATTACHMENTS AND LINTELS O CONCRETE TILT -UP PANEL PAINT BRAND GRAY SCREEN T PANEL JOINT. SHALL BE DESIGNED TO RESIST - MPH. EXPOSURE "C" WINDS. CONTRACTOR OPANEL REVEAL. ALL REVEALS TO HAVE A MAXIMUMU OF 3/8" CHAMFER. SHALL SUBMIT SHOP DRAWINGS PRIOR TO INSTALLATION. SHERWIN WILLIAMS SW 7073 REVEAL COLOR TO MATCH ADJACENT BUILDING FIELD COLOR. U.N.O. 6. CONTRACTOR SHALL FULLY PAINT ONE CONCRETE PANEL W/ SELECTED V ✓ ' V"`. CONCRETE TILT -UP PANEL PAINT BRAND NETWORK GRAY TOVERHEAD DOOR @ DRIVE THRU. SEE DOOR SCHEDULE. PROVIDE COLORS. ARCHITECT AND OWNER SHALL APPROVE PRIOR TO PAINTING V COMPETE WEATHER-STRIPPING PROTECTION ALL AROUND. REMAINDER OF BUILDING. SHERWIN WILLIAMS SW 7074
7. BACK SIDE OF PARAPETS TO HAVE SMOOTH FINISH AND BE PAINTED WITH O4 CONCRETE TILT -UP PANEL PAINT BRAND SOFTWARE OOVERHEAD DOOR @ DOCK HIGH. SEE DOOR SCHEDULE. PROVIDE ELASTOMERIC PAINT.
COMPETE WEATHER-STRIPPING PROTECTION ALL AROUND. 8. FOR SPANDREL GLAZING, ALLOW SPACE BEHIND SPANDREL TO BREATH.
CONCRETE STAIR, LANDING AND GUARDRAIL W/ METAL PIPE HANDRAIL. PROVIDE 1" DIAMETER HOLES AT CONCRETE WALL. O5 MULLIONS COLOR CLEAR ANODIZED MULLIONS PROVIDE NON SKID NOSING TO MEET ADA REQUIREMENTS. PROVIDE 9• USE ADHESIVE BACK WOOD STRIPS FOR ALL REVEAL FORMS.
O CONTRASTING COLORED 3" WIDE WARNING STRIPE INTEGRAL TO 10. THE FIRST COAT OF PAINT TO BE ROLLED -ON AND THE SECOND COAT TO BE
CONCRETE AT TOP LANDING AND BOTTOM TREAD PER ADA SPRAYED -ON O GLAZING COLOR BLUE REFLECTIVE GLAZING REQUIREMENTS. 11. ALL ROLL -UP DOORS AND SERVICE DOORS TO BE PAINTED TO MATCH BUILDING COLOR.
O METAL LOUVER DOORS. PAINT TO MATCH BUILDING COLOR. O METAL SIDING COLOR HOLLOW METAL DOORS. SEE DOOR SCHEDUL. PROVIDE COMPLETE GLAZING LEGEND EMI O WEATHER STRIPING ALL AROUND DOOR. PROVIDE FOR RAIN DIVERTER NICHIHA VINTAGEWOOD ABOVE DOOR. O8 OWOOD SIDING COLOR FIBER CEMENT CEDAR 9 EXTERIOR DOWNSPOUT AND OVERFLOW SCUPPER. NOTE: ALL EXTERIOR AND INTERIOR GLAZING SHALL BE TEMPERED
SHERWIN WILLIAMS
10 DOCK BUMPER SPANDREL GLASS ACRYLIC LATEX SYSTEMS
INSULATED VISION GLASS WITH CONCRETE BEHIND HIGH GLOSS/HIGH PERFORMANCE ALUMINUM STOREFRONT FRAMING WITH TEMPERED GLAZING AT ALL ;�;�T' � METAL CANOPY PAINT BRAND SW 7071 GRAY SCREEN qD11 DOORS, SIDELITES ADJACENT TO DOORS AND GLAZING WITH BOTTOMS SHERWIN WILLIAMS LESS THAN 18" ABOVE FINISH FLOOR ELEVATION. SINGLE LITE PRO -INDUSTRIAL, 12 TUBE STEEL CANOPY WITH 3 FORM CODA XT COVER OVER ENTRANCE. V VISION GLASS` SPANDREL GLASS WATERBASED B53-1150 13 METAL SIDING -� 10 METAL L-FRAME PAINT BRAND SEMI -GLOSS SW 7075 WEB GRAY
SURROUND CANOPY
hpa, inc.
18831 bardeen avenue - Ste.
#100 irvine, ca
92612
tel:949 863 1770
fax:949 863 0851
email: [email protected]
■
Owner:
PROLOGIS"
t next
Aheadwhat's
17777 CENTER COURT DR N
STE100 CERRITOS CA 90703
TEL: 909 673-8725
■
Project:
STEWART &
GRAY RD
STEWART & GRAY RAOD
DOWNEY, CA 90241
■
Consultants:
CIVIL Kimley-Horn
STRUCTURAL -
MECHANICAL -
PLUMBING -
ELECTRICAL RPM
LANDSCAPE -
FIRE PROTECTION -
SOILS ENGINEER -
■
Title: ELEVATIONS
Project Number: 20260
Drawn by: CC
Date: 03/04/21
Revision:
Sheet:
DOWNEY, CALIFORNIA
Exhibit E
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Sherwin Williams Sherwin Williams Sherwin Williams Sherwin Williams Sherwin Williams SW 7005 SW 7071 SW 7072 SW 7073 SW 7074
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5UILDING I CONCEPTUAL ELEVATION5 � MATERIAL 50ARD - Uo' CLEAR
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I DOWNEY, CALIFORNIA
MARCH e3, 2e2l
Exhibit E
CONCRETE TILT -UP
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DRAWINGS. PAINT INSIDE, LANDSCAPE
OUTSIDE AND TOP OF
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6" H CONCRETE CURB
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FOR CANELOPE
n O EBFOR EACHGAOTE.S
FINISH FLOOR
FINISH SURFACE
SEE PLANS
TRASH ENCLOSURE ELEVATION
scale: 1/2" = 1'-0"
MR.
9 GUTTER
14'-10"
SEE PLAN
NOTES:
1. SEE SITE PLAN FOR LOCATIONS.
2. SACK AND PATCH ALL PANEL LIFT POINTS ON OF WALL AND PAINT TO MATCH.
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NOTES:
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2. PAINT COLOR CHANGES TO ALWAYS OCCUR AT CONTROL POINT "A" OR "B" scale: 1/2" = 1'-0" 1 1/2" STEEL PIPE RAILING
CONC. WALK W/ A-36 GALVANIZED
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NOTES:
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2. ALL FENCE COMPONENTS TO BE
PRIMED AND PAINTED TO MATCH
BLDG.
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WHEN FENCE IS ADJACENT TO TURF
AREAS ONLY. ALL OTHER PLANTER
AREAS ADJACENT TO FENCE WILL
NOT MOW CURB.
4. SAND AND GRIND.ALL WELDS
SMOOTH.
5. PAINT BLACK PER THE SPEC.
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hpa, inc.
18831 bardeen avenue - ste.
#100 irvine, ca
92612
tel:949 863 1770
fax:949 863 0851
email: [email protected]
■
Owner:
if PROLOGIS"
AheaddFA
what's next
17777 CENTER COURT DR N,
STE100 CERRITOS, CA 90703
TEL: (909) 673-8725
■
Project:
STEWART &
GRAY RD
STEWART & GRAY RAOD
DOWNEY, CA 90241
■
Consultants:
CIVIL Kimley-Horn
STRUCTURAL -
MECHANICAL -
PLUMBING -
ELECTRICAL RPM
LANDSCAPE -
FIRE PROTECTION -
SOILS ENGINEER -
0 Title: SECTIONS
Project Number: 20260
Drawn by: CC
Date: 03/04/21
Revision:
Sheet:
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EXP. 09 30 21 REVIEWED AND RECOMMENDED BY: DATE
CENTER LINE
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APPROXIMATE LIMITS OF DISTURBANCE
PROPOSED RIDGE LINE
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117.00 TC
116.50 FS PROPOSED SPOT ELEVATION
117.00 TC
116.50 FS EXISTING SPOT ELEVATION
CITY OF DOWNEY
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APPROXIMATE LIMITS OF DISTURBANCE
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STEWART &GRAY RD.
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STEWART & GRAY ROAD
TREES
SYMBOL
BOTANICAL/COMMON NAME
SIZE
QTY
WUCOLS
REMARKS
Cercidium 'Desert Museum'
24" Box
18 L
Standard
Blue Palo Verde
48" Box
3 Chitalpa tashkentensis
15 Gal
47 L
Standard
Chitalpa
0 0
Cinnamomum camphora
48" Box
9 M
Standard
Camphor Tree
36" Box
6 0
Cupressus sempervirens
24" Box
11 M
Standard
Italian Cypress
PN
Lagerstroemia i 'Muskogee'
24" Box
35 M
Street Tree
Crape Myrtle
0 Podocarpus gracilor
15 Gal
19 L
Multi
Afrocarpus Fern
o
Rhus lancea
24" Box
8 L
Standard
36" Box
16 African Sumac
48" Box
4 Tristania conferta
15 Gal
9 M
Standard
Brisbane Box
Existing Trees to Remain
Tree Sizes - Total Quanitity -150 exclusive of street trees Required Provided
48" box - 10% 48" box - 10%
36" box - 10% 36" box - 14%
24" box - 15% 24" box - 24%
15 Gal - 65% 15 Gal - 52%
SHRUBS
SYMBOL
BOTANICAL/COMMON NAME
SIZE
QTY
WUCOLS
REMARKS
Acanthus mollis
5 Gal
0 M
Bear's Breech
Acca sellowiana
5 Gal
0 M
Pineapple Gauva
Baccharis p. 'Centenial'
5 Gal
0 L
Coyote Bush
Callistemon 'Little John'
5 Gal
0 M
Dwarf Bottle Brush
Dietes bicolor
5 Gal
0 M
Fortnight Lily
Ligustrum j. Texanum
5 Gal
0 M
Texas Privet
Muhlenbergia capillaris
5 Gal
0 M
Pink Muhly
Muhlenbergia ripens
5 Gal
0 M
Deer Grass
Rosmarinus o. 'Tuscan Blue'
5 Gal
0 L
Rosemary
Salvia c. 'Allen Chickering'
5 Gal
0 L
Allen Chickering Sage
Salvia greggii
5 Gal
0 L
Autumn Sage
Salvia leucantha
5 Gal
0 L
Mexican Sage
Westringia fruticosa
5 Gal
0 L
Coast Rosemary
Westringia f. 'Grey Box
5 Gal
0 L
Dwarf Coast Rosemary
GROUNDCOVER
SYMBOL
BOTANICAL/COMMON NAME
SIZE
SPACING
WUCOLS
REMARKS
Acacia redolens'Low Boy'
1 Gal
8' O.C.
L
Dwarf Acacia
Baccharis p. 'Pigeon Point'
1 Gal
6' O.C.
L
Dwarf Coyote Bush
Carissa m. 'Green Carpet'
1 Gal
36" O.C.
M
Prostrate Natal Plum
Lantana 'Gold Mound'
1 Gal
36" O.C.
L
Yellow Lantana
Rosmarinus o. 'Huntington Carpet'
1 Gal
48" O.C.
L
Prostrate Rosemary
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-signature
1/31/2025 v
(per Daze
9TF OF CAL\F0
LANDSCAPE
f PLACENTIA,CA 92870
FAX 714.986.2408
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PROPERTY LINE
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SITE PHOTOMETRIC STUDY
SCALE: 1 "=50'-0"
2. '2 2 5 « .2' .9 .7'1.6
'2 '2 2'1.9' .5 .4
CAUTION: IF THIS SHEET IS NOT 30"X42" IT IS A REDUCED PRINT Statistics
Description
Symbol
Avg
Max
Min
Max/Min
Avg/Min
Calc Zone #1
+
1.9 fc
25.0 fc
0.3 fc
83.3:1
6.3:1
Calc Zone #2
-I-
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2.5 fc
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1.5:1
Calc Zone #3
+
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3.8 fc
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1.8:1
Schedule
Symbol
Label
QTY
Catalog Number
Description
Lamp
Number
Lumens
LLF
Wattage
Lamps
per Lamp
8 RZR-PLED- III-W-80LED-
CAST BLACK PAINTED FINNED METAL
80 WHITE LIGHT EMITTING
80 218
0.9 129.4
W2
525mA-NW-MM511
HOUSING.
DIODES (LEDS), BASE UP.
WALL MT AT 30 FT AFG
0 BUG RATING B3 UO G3
6 RZR- PLED- IV- FT -SOLED-
CAST BLACK PAINTED FINNED METAL
80 WHITE LIGHT EMITTING
80 166
0.9 129.4
525mA-NW-HS -MM511
HOUSING.
DIODES (LEDS), BASE UP.
SA 1
POLE MT AT 30 FT AFG
0 26 FT POLE 48 IN BASE
BUG RATING 61 UO G3
10 RZR-PLED-III-W-80LED-
CAST BLACK PAINTED FINNED METAL
80 WHITE LIGHT EMITTING
80 167
0.9 129.4
525mA-NW-HS -MM511
HOUSING.
DIODES (LEDS), BASE UP.
0 SA3
POLE MT AT 30 MFT AFG
27.5 FT POLE 30 IN
0 BASE BUG RATING B1
UO G3
23 RZR-WM3-PLED-IV-
CAST BLACK PAINTED FINNED METAL
60 WHITE LIGHT EMITTING
60 341
1 161.9
®
60LED-875mA-NW
HOUSING.
DIODES (LEDS), BASE UP.
W 1
MM511 WALL MT AT 30
0 FT AFG BUG RATING 83
UO G3
9 RZR-PLED-VSQ-W-
CAST BLACK PAINTED FINNED METAL
80 WHITE LIGHT EMITTING
80 232
0.9 258.8
80LED-525mA-NW-
HOUSING.
DIODES (LEDS), BASE UP.
0 SA5
MM511 POLE MT AT 30
FT AFT 26 FT POLE 48 IN
BASE BUG RATING B5
UO G3
12 RZR-PLED-VSQ-W-
CAST BLACK PAINTED FINNED METAL
80 WHITE LIGHT EMITTING
80 232
0.9 258.8
80LED-525mA-NW-
HOUSING.
DIODES (LEDS), BASE UP.
0 SA2
MM511 POLE MT AT 30
0 FT AFT 27.5 FT POLE 30
IN BASE BUG RATING B5
UO G3
5 RZR-PLED-III-W-80LED-
CAST BLACK PAINTED FINNED METAL
80 WHITE LIGHT EMITTING
80 167
0.9 129.4
525mA-NW-HS -MM511
HOUSING.
DIODES (LEDS), BASE UP.
SA4
POLE MT AT 30 MFT AFG
0 26 FT POLE 48 IN BASE
BUG RATING B1 UO G3
2 RZR- PLED- IV- FT-80LED-
CAST BLACK PAINTED FINNED METAL
80 WHITE LIGHT EMITTING
80 166
0.9 129.4
El
525mA-NW-HS -MM511
HOUSING.
DIODES (LEDS), BASE UP.
SA6
POLE MT AT 30 FT AFG
0 26 FT POLE 48 IN BASE
BUG RATING B1 UO G3
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= '--
REEX
NVO
Engkwwa, Na
102 DISCOVERY
Irvine, Ca. 92818
Tel, 949-460-1229 (208)
Faxe 949-450-1454
Contact: Lan Nguyen
e-mail: [email protected]
�� V. No&-
k
�No. E15596
,,,, f')_"4f _*)n99
IIIIIIIIIIIIIIIII
�L
6 r11
hpa, inc.
18831 bardeen avenue, - Ste. #100
irvine, ca
92612
tel: 949.863.1770
fax: 949.863.0851
email: [email protected]
■
Owner:
f* R
4% 1
17777 CENTER COURT DR N, STE100
CERRITOS, CA 90703
TEL: (909)673-8725
■
Project:
STEWART &
GRAY RD
STEWART & GRAY ROAD
DOWNEY, CA 90241
■
Consultants:
C I V I L THIEVES
STRUCTURAL -
MECHANICAL -
PLUMBING
ELECTRICAL RPM
LANDSCAPE -
FIRE PROTECTION -
SOILS ENGINEER -
■
Title:
SITE PHOTOMETRIC
STUDY
Project Number: 20260
Drawn by: CC
Date: 12/08/20
Revision:
Sheet:
FC� I
RPM #21-151 02/13/2024