Exhibit E - Exhibits — Fresno City Council, March 30, 2023

Exhibit E – Exhibits (Site Plan, Elevations, Floor Plans, and Landscape Plan)
N

NOT TO SCALE
41 41
99 99

PROJECT
SITE
E. NORTH AVE.

S. EAST AVE.

S. CHERRY AVE.

S. ORANGE AVE.

E. JENSEN AVE.

S. GOLDEN STATE BLVD.

S. RAILROAD AVE.

E. ANNADALE AVE.

S. GOLDEN STATE BLVD.
10 Edelman
Irvine, CA, 92618
P 949.660.9128
JOB NO.:

DRAWN BY.:

PA/PM:

SHEET
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCE PT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON T HE JO B SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT BIM 360://IRV21-5026-02_Reyes Fresno Food & Beverage Industrial/5026_ARCH.rvt A. STEVENS
A.R./M.H./A.M./C.B./O.D.

IRV21 -5026 -02

TITLE SHEET
A-0.1

RCCB FRESNO DISTRIBUTION

WAREHOUSE

EAST NORTH AVENUE
FRESNO, CALIFORNIA 93725
OWNER

GENERAL CONTRACTOR - DESIGN BUILD

ARCHITECT

OWNER'S CONSULTANTS - DESIGN BUILD ARCHITECT'S CONSULTANTSVICINITY MAP ONE NEW ±193,465 SF OF BEVERAGE INDUSTRIAL WAREHOUSE SPACE TO BE FULLY AIR -CONDITIONED AND RELATED SITE WORK. THIS INCLUDES ±11,514 SF OF 2ND FLOOR MAIN OFFICE TI, WAREHOUSE ACCESSORY TI AREAS AND TRUCK WASH. EXTERIOR BUILDING IS COMPOSED OF CONCRETE TILT -UP PANELS, CONCRETE SLAB ON GRADE, ALUMINUM STOREFRONT SYSTEM AND STOREFRONT DOORS, TWO (2) HYDRAULIC GLASS BI -FOLD DOORS, HOLLOW METAL MAN

DOORS, SECTIONAL DOCK LEVEL DOORS, ROLL -UP GRADE LEVEL DOORS, PANELIZED ROOF SYSTEM WITH STEEL BEAMS AND TRUSSES, 36' CLEAR HEIGHT, ROOF LADDER AND HATCH, SKYLIGHTS, INTERIOR IMP PANELS, AND WAREHOUSE RESTROOMS SHALL BE PROVIDED. ALL PERTINENT NEW LIGHTING AND POWER, AND PLUMBING WORK SHALL ALSO BE PROVIDED. THIS INCLUDES ONE (2) NEW TRASH ENCLOSURES PER CITY STANDARDS. SITE WORK SHALL INCLUDE NEW SITE LIGHTING AND LANDSCAPING/IRRIGATION.

PROJECT DESCRIPTION

SHEET INDEX

RCCB FRESNO DISTRIBUTION

WAREHOUSE

EAST NORTH AVENUE
FRESNO, CALIFORNIA 93725
P (949) 660-9128
10 EDELMAN
IRVINE, CALIFORNIA 92618
PRIMARY CONTACT:

PH:

EMAIL:

ALTERNATE CONTACT:

PH:

EMAIL:

ANGELIQUE STEVENS - PROJECT ARCHITECT
[email protected]
(949) 788 -4180
[email protected]

KATE LYLE
D (949) 788 -4097; P (949) 660 -9128
PRIMARY CONTACT:

PH:

EMAIL:

ALTERNATE CONTACT:

PH:

LONE OAK - FRESNO, L.L.C.
6250 NORTH RIVER ROAD
STE. 9000

ROSEMONT, ILLINOIS

PHIL ERDMAN - DIRECTOR CONSTRUCTION &
FACILITIES WEST (707) 684 -9941
[email protected]

PEHR PETERSON
(847) 430 -9766
PRIMARY CONTACT:

PH:

EMAIL:

ALTERNATE CONTACT:

PH:

GRAY CONSTRUCTION

COMPANY NAME
421 E. CERRITOS AVE.

ANAHEIM, CALIFORNIA 92805

BRUCE GILLINGS - MANAGER,
(714) 491 -1317, ext. 355
[email protected]
(714) 412 -5355

ARCHITECTURAL
A-0.1 TITLE SHEET
A-1.0 CORNER PERSPECTIVE
A-1.0a COLORED ELEVATIONS
A-1.1 SITE PLAN
A-2.0 OVERALL GROUND FLOOR AND OCCUPANCY & EGRESS PL ANS A-2.1 PARTIAL GROUND FLOOR PLAN
A-2.2 PARTIAL GROUND FLOOR PLAN
A-2.3 OVERALL MEZZANINE FLOOR PLAN
A-2.4 PARTIAL MEZZANINE FLOOR PLAN
A-2.5 PARTIAL MEZZANINE FLOOR PLAN
A-2.6 MAIN OFFICE - GROUND AND MEZZANINE FLOOR PLAN
A-4.1 EXTERIOR ELEVATIONS
A-4.2 EXTERIOR ELEVATIONS
A-5.0 BUILDING SECTIONS
A-5.0a BUILDING SECTIONS
A-8.1 DETAILS
ARCHITECTURAL SHEET COUNT: 16
PRIMARY CONTACT:

PH:

EMAIL:

ALTERNATE CONTACT:

PH:

SALEM ENGINEERING GROUP, INC.

GEOTECHNICAL ENGINEER
4729 W. JACQUELYN AVENUE
FRESNO, CALIFORNIA 93722
WWW.SALEM.NET
AHMAD DALQAMOUNI, Ph.D., M.CE - GEOTECHNICAL
PROJECT ENGINEER (559) 270 -9700
[email protected]

DEAN LEDGERWOOD II, EIT, PG, CEG -
GEOTECHNICAL MANAGER (559) 270 -9700
PRIMARY CONTACT:

PH:

EMAIL:

ALTERNATE CONTACT:

PH:

RTM ENGINNERING CONSULTANTS

ELECTRICAL ENGINEER
5137 UTICA RIDGE RD.

DAVENPORT, IOWA 52807

COURTNEY LEAF
D(563) 293 -1689
[email protected]

MITCHEL BOEVER
(563) 726 -6310
PRIMARY CONTACT:

PH:

EMAIL:

RW STOVER & ASSOCIATES, INC.

LANDSCAPE ARCHITECT
1620 NORTH MAIN STREET
STE. 4

RICK STOVER - PRESIDENT/ OWNER
(925) 933 -2583
[email protected]

PRECONSTRUCTION

FOOD & BEVERAGE MARKET DEFERRED SUBMITTALS

DATE REMARKS

02.14.2022 PLANNING SUBMITAL 01

07.21.2022 PLANNING SUBMITTAL 02
WALNUT CREEK, CALIFORNIA 94596
PRIMARY CONTACT:

PH:

EMAIL:

ALTERNATE CONTACT:

PH:

PENNINO MANAGEMENT GROUP

DRY UTILITIES CONSULTANT
1949 W. KETTLEMAN LANE
SUITE 200, LODI, CA 95242
OFFICE (209) 370 -1908 x 1012
PENNINOMANAGEMENTGROUP.COM

ROBERT PADILLA, PROJECT MANAGER
(209) 747 -0422
[email protected]
PRIMARY CONTACT:

PH:

EMAIL:

ALTERNATE CONTACT:

PH:

WARE MALCOMB

CIVIL ENGINEER
4683 CHABOT DRIVE
STE. 300
PLEASANTON, CA 94588
(925) 244 -9620
SAM YOWAKIM - Senior Civil Designer
(925) 480 -6085
[email protected]
(922) 244 -9620 x1418

DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEERS OF

RECORD WHO SHALL REVIEW AND PROVIDE NOTATION INDICATING DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE WITH THE BUILDING DESIGN.

SUBMITTAL MATERIALS SHALL INCLUDE PLANS, DETAILS AND CALCULATIONS PREPARED AND SIGNED BY A STATE REGISTERED ENGINEER.

CONTRACTOR SHALL SUBMIT ARCHITECT AND ENGINEER REVIEWED SUBMITTAL MATERIALS TO THE BUILDING OFFICIAL FOR REVIEW AND PERMIT APPROVAL. DEFERRED SUBMITTAL ITEMS

SHALL NOT BE INSTALLED PRIOR TO OBTAINING THE BUILDING OFFICIAL'S APPROVAL OF THE SUBMITTAL.

1. AUTOMATIC FIRE SPRINKLER SYSTEM.

2. FIRE ALARM SYSTEM.

3. STEEL JOISTS, TRUSSES AND GIRDERS CONFORMING TO SJI STANDARDS SPECIFICATIONS.

4. HIGH PILED STORAGE RACKING.

5. EXTERIOR BUILDING SIGNAGE AND MONUMENT SIGN.

6. ANCHORAGE DESIGN FOR ALL ELECTRICAL EQUIPMENT REQUIRED.

7. STOREFRONT AND CURTAIN WALL GLAZING SYSTEMS.

8. WROUGHT IRON FENCING, ROLLING GATES AND MAN GATES.

9. ROOF ACCESS LADDER/PLATFORM DESIGN AND SUPPORT.

10. LADDER SAFETY SYSTEM DESIGN AND SUPPORT.

LANDSCAPE
L -2.0 PLANT MATERIALS LIST, NOTES AND DETAILS
L -2.1 PLANTING PLAN
L -2.2 PLANTING PLAN
L -2.3 PLANTING PLAN
L -2.4 PLANTING PLAN
L -2.5 PARKING LOT SHADING PLAN
LANDSCAPE SHEET COUNT: 6

ELECTRICAL
E0 ELECTRICAL SYMBOLS, GENERAL NOTES AND DETAILS
E1 ELECTRICAL PHOTOMETRICS
E2 SITE LIGHT FIXTURE CURSHEETS
ELECTRICAL SHEET COUNT: 3
CIVIL
C1. 0 TOPOGRAPHIC SURVEY AND DEMOLITION PLAN
C2. 0 PRELIMINARY GRADING PLAN
C3. 0 PRELIMINARY UTILITY PLAN
C4. 0 SITE AND FIRE ACCESS PLAN
1 OF 2 ALTA / NSPS LAND TITLE SURVEY
2 OF 2 ALTA / NSPS LAND TITLE SURVEY
CIVIL SHEET COUNT: 6
4 2022-08-01 - PLANNING SUBMITTAL 02 - REV
10 Edelman
Irvine, CA, 92618
P 949.660.9128
JOB NO.:

DRAWN BY.:

PA/PM:

SHEET
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT C:\_Revit\5026_ARCH
2/8/2022 10:21:10 AM
A. STEVENS
Author
IRV21-5026-01

ACCESSIBILITY DETAILS
A-0.1 RCCB FRESNO DISTRIBUTION

WAREHOUSE

EAST NORTH AVENUE,
FRESNO, CA 93725

DATE REMARKS

1.0 CORNER PERSPECTIVE

COLORED ELEVATIONS

07.21.2022 PLANNING SUBMITTAL 02
2022-08-01 - PLANNING SUBMITTAL 02 - REV
1 TILT UP CONCRETE PANEL PAINTED
SW 7070 SITE WHITE
2 TILT UP CONCRETE PANEL PAINTED
SW 7071 GRAY SCREEN
3 TILT UP CONCRETE PANEL PAINTED
SW 7075 WEB GRAY
4 TILT UP CONCRETE PANEL PAINTED
FULL WALL REVEAL PATTERN AT 12”
5 CLERESTORY WINDOW

VISION GLASS
6 ALUMINUM STOREFRONT

W/ VISION GLASS
7 COCA-COLA LOGO
8 ALUMINUM STOREFRONT

W/ SPANDREL GLASS
9 ACM
SW 7073 NETWORK GRAY
10 AWNING
11 OVERHEAD CANOPY
SW 7073 NETWORK GRAY

KEYNOTES
10 Edelman
Irvine, CA, 92618
P 949.660.9128
JOB NO.:

DRAWN BY.:

PA/PM:

SHEET
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT C:\_Revit\5026_ARCH
2/8/2022 10:21:10 AM
A. STEVENS
Author
IRV21-5026-01

ACCESSIBILITY DETAILS
A-0.1 RCCB FRESNO DISTRIBUTION

WAREHOUSE

EAST NORTH AVENUE,
FRESNO, CA 93725

DATE REMARKS
SCALE: 1” = 20’-0”

CLEAR HEIGHT
33’-0”

TOP OF PARAPET
40’-10”

FINISH GRADE
0’-0”

CLEAR HEIGHT
38’-0”

TOP OF PARAPET
42’-4”

FINISH GRADE
0’-0”

TOP OF OVERHANG
34’-2”

TOP OF PARAPET
41’-4”

TOP OF PARAPET
44’-4”

FINISH GRADE
0’-0”

TOP OF OVERHANG
16’-2”

TOP OF PARAPET
42’-4”

FINISH GRADE
0’-0”
2 7
68 4
4 9
3 3
3 31111
4 5
2 4
5 10
1 1
1 2
7 1
56 8 9
5 2
A-0.1

1.0a

07.21.2022 PLANNING SUBMITTAL 02
2022-08-01 - PLANNING SUBMITTAL 02 - REV
R R R
VVDN
40'-0" 17'-0
45'-0"
27'-0"
TYP.
624'-0"
27'-0"
TYP.
310'-0"
27'-0"
TYP.
36'-0"
27'-0"
TYP.
16'-0"
34'-0 1/16" ± 149'-10 1/8"
± 200'-1 3/8"
± 225'-0 9/16"
68'-6 7/8"
± 15'-0" 55'-0" 90'-0" 65'-0"
35'-0"
27'-0"
27'-0"
± 17'-9 5/8"
27'-0"
TYP.
29'-0" 124'-8"
88'-3 1/16"
27'-0"
TYP.
7 10
10 10
10 3
10 10
10 10
7 5
10 10
4 4
54 10
20 30
40 50
3 5
6 2
7 6
4 10 10
10 8
5 10
10 99
3 4
5 9
10 10 3
10 7

EV/ CLEAN AIR

VANPOOL
TBD

NO PARKING
NO

PARKING

NO PARKING NO PARKING

EV/ CLEAN AIR

VANPOOL
TBD

EV/ CLEAN AIR

VANPOOL
TBD

EV/ CLEAN AIR

VANPOOL
TBD

EV/ CLEAN AIR

VANPOOL
TBD

EV/ CLEAN AIR

VANPOOL
TBD

EV/ CLEAN AIR

VANPOOL
TBD

EV/ CLEAN AIR

VANPOOL
TBD

EV/ CLEAN AIR

VANPOOL
TBD

EV/ CLEAN AIR

VANPOOL
TBD

EV/ CLEAN AIR

VANPOOL
TBD

EV/ CLEAN AIR

VANPOOL
TBD

EV/ CLEAN AIR

VANPOOL
TBD

EV/ CLEAN AIR

VANPOOL
TBD

EV/ CLEAN AIR

VANPOOL
TBD

NO PARKING

GENERATOR
TBD
T

TRUCK EV TRUCK EV TRUCK EV TRUCK EV TRUCK EV TRUCK EV TRUCK EV TRUCK EV TRUCK EV TRUCK EV TRUCK EV TRUCK EV 9' 9' LANDSCAPE BUFFER AND

STRIPED AREA

SAME WIDTH AS SINGLE STALL

TYPICAL

TYPICAL PARKING STALL
9'x19'

POSSIBLE

TRANSFORMER

LOCATION
DEF
7' -0"
1' -3"
7' -0"
1' -3"
FIRE LANE (PROVIDE 20' MIN. WITH FIRE LANE FOR CDS AS REQUIRED

BY FFD)
POLE MOUNTED LIGHT FIXTURE.

WALLPACK LIGHT FIXTURE.
1 PARKING STALL COUNT TOTAL

DOCK HIGH TRUCK DOOR

GRADE LEVEL TRUCK DOOR

FIRE HYDRANT
P.I.V. WITH TAMPER
TRANSFORMER WITH CONCRETE PAD. (PROVIDE PROTECTION

BOLLARDS PER LOCAL UTILITY OR PUBLIC WORK STANDARDS)
T
ACCESSIBLE PATH OF TRAVEL. 1:20 MAX. SLOPE, 2% MAX. CROSS SLOPE.

LANDSCAPE AND IRRIGATION AREA.

PROPERTY LINE.

PROPOSED SITE

INDUSTRIAL BUILDING
FOOTPRINT: 193,465 SF
CLR HGT: 36'-0"
TYP.
1012
TYP.
1005
1012
1013
1002
TYP.
1003
TYP.
1015 1018
1030 1030
S. EAST AVENUE
1031
TYP.
1019
TYP.
1029
TYP.
1020
TYP.
1035
1028
1028
TYP.
1027
1001
TYP.
1007 1028
1028
TYP.
1017 OUTDOOR SEATING AREA
1032
TYP.
1033
TYP.
1033
TYP.
1014
1016
1008
TYP.
1004
1034
1028
1031 1031
1031 1031
TYP.
2017
1033
1036
1037
TYP.
1038
TYP.
1033 1039
TYP.
1039
1040 1040
TYP.
1041
TYP.
1041
1037
A-8.1
1 TYP.

A-8.1
8 A-8.1a
2 A-8.1a
11 A-8.1a
12 A-8.1a
5 TYP.

A-8.1a
16 A-8.1a
17 1042
1041
A-8.1a
11 TYP.

A-8.1a
12 TYP.

A-8.1a
17 TYP.

A-8.1a
12 TYP.
2050
P.I.V.

DDCV
1043
1044
10 Edelman
Irvine, CA, 92618
P 949.660.9128
JOB NO.:

DRAWN BY.:

PA/PM:

IRV21 -5026 -02

SITE PLAN
A-1.1

RCCB FRESNO DISTRIBUTION

WAREHOUSE

EAST NORTH AVENUE
FRESNO, CALIFORNIA 93725

PARKING SUMMARY
KEYNOTES:

LEGEND
SITE AREA:

GROSS: 14.78 AC
643,817 SF
BUILDING FOOTPRINT: 193,465 SF
BLDG. MEZZ. AREAS AT TRUCK SHOP, RECEIVING & MAIN OFFICE: 13,416 SF TOTAL BUILDING AREA 206,881 SF
BUILDING USE:

WAREHOUSE 182,103 SF
OFFICE 24,778 SF
PARKING REQUIRED:

WAREHOUSE THE 1ST 10K SF 1/2000 5 STALLS
1/5000 SF 34 STALLS
OFFICE 1/300 SF 83 STALLS
TOTAL 122 STALLS
PARKING PROVIDED:

AUTO 271 STALLS
@ 23.8/1000 SF
REQUIRED ACCESSIBLE STALLS 6 STALLS
PROVIDED ACCESSIBLE STALLS 7 STALLS
TRAILER 54 STALLS
TRUCK DOCKS:

DOCK HIGH DOORS 29

LONG -TERM BIKE PARKING REQUIRED
(5% OF VISITOR STALLS, 136 STALLS x .05) 7 STALLS LONG -TERM BIKE PARKING PROVIDED 7 STALLS

SHORT -TERM BIKE PARKING
(5% OF VISITOR STALLS, 136 STALLS x .05) 7 STALLS SHORT -TERM BIKE PARKING PROVIDED 7 STALLS
ZONING: "IH" - HEAVY INDUSTRIAL ZONING DISTRICT
LANDSCAPE SETBACK (SEE CIVIL DRAWINGS): 10' -0" FROM NORTH & EAST PROPERTY LINE ASSESSOR'S PARCEL NO.:
329 -090 -16 (PARCEL 1) & 329 -090 -17 (PARCEL 2) - SEE ALTA SURVEY & CIVIL DRAWINGS N
0 15' 30' 60' 150'
1"=30' N
1001 PROPERTY LINE.
1002 ACCESSIBLE ENTRY SIGNAGE.
1003 ACCESSIBLE PARKING STALL WITH SIGNAGE.
1004 VAN ACCESSIBLE PARKING STALL WITH SIGNAGE.
1005 PAINTED PARKING STRIPING PER CITY STANDARDS.
1007 CMU TRASH ENCLOSURE WITH RECYCLE BIN PER CITY S TANDARDS. 1008 ACCESSBILE PATH OF TRAVEL. 1:20 MAX. SLOPE, 2% MAX. CROSS SLOPE.
1012 LANDSCAPE AND IRRIGATION AREA.
1013 POURED IN PLACE CONCRETE MONUMENT SIGN WITH GRO UND MOUNTED ILLUMINATION, GRAPHICS PROVIDED BY OTHERS.
1014 PROPOSED FLAG POLES, PER STATE REQUIREMENTS.
1015 PRECAST CONCRETE WHEEL STOP, TYP.
1016 SHORT-TERM BICYCLE PARKING.
1017 FUTURE EV LOCATION TBD,+_25% OF REQUIRED EV TO B E FULLY INSTALLED, REMAINING TO BE FOR FUTURE(STUB UP FOR PWR.)

NEED ONE STANDARD ADA EV PARKING STALL & ONE VAN ADA EV

PARKING STALL, THIS IS IN ADDITION TO STANDARD NON-EV

ACCESIBLE STALL REQUIREMENTS
1018 LONG-TERM BICYCLE PARKING.
1019 CHAINLINK FENCE.
1020 CHAINLINK GATE.
1027 WROUGHT IRON FENCE.
1028 AUTOMATED ENTRY EXIT.
1029 WROUGHT IRON MAN GATE.
1030 GROUND MOUNTED EQUIPMENT, SEE LANDSCAPE FOR SCR EENING & CIVIL DRAWINGS FOR UTILITIES.
1031 CONCRETE RAMP, SEE CIVIL DRAWINGS.
1032 SCREEN WALL.
1033 STEEL BOLLARD, CONCRETE-FILLED PAINTED SAFETY Y ELLOW. 1034 AUTOMATION FOR EXIT. CARD READER ONLY FOR ENTRY . (NO INTERCOM).
1035 MANUAL ENTRY EXIT.
1036 RETAINING WALL SLOPED 6" TO 48". SEE STRUCTURAL AND CIVIL DRAWINGS.
1037 6" CONCRETE CURB MAX. SEE CIVIL DRAWINGS.
1038 LIGHT POLE.
1039 GRAVEL FOR FUTURE BUILDING EXPANSION.
1040 2% SLOPE CONCRETE, SEE CIVIL.
1041 EV CHARGER.
1042 FUTURE EV CHARGER, ELECTRICAL TO PROVIDE STUB O UT FOR FUTURE HOOKUPS & CONNECTION.
1043 POST INDICATOR VALVE (P.I.V.) , SEE CIVIL.
1044 DETECTOR VALVE (DDCV) , SEE CIVIL.
2017 CONCRETE RETAINING WALL, SEE CIVIL DRAWINGS.
2050 STEEL SAFETY RAIL BOLTED TO SLAB.

VICINITY MAP - N.T.S. (FOR REFERENCE ONLY) VICINITY MAP - N.T.S. (FOR REFERENCE ONLY) SCALE: 1" = 30'-0" 1SITE PLAN

DATE REMARKS

02.14.2022 PLANNING SUBMITAL 01

07.21.2022 PLANNING SUBMITTAL 02
BUILDING COVERAGE 28.60 %
LANDSCAPE AREA 101,570 S.F.

LANDSCAPE COVERAGE 15.78 %
2022-08-01 - PLANNING SUBMITTAL 02 - REV
TYP.
1035
12 A8.1a

R R R
VVDN
UP
UP
UP
F.E. F.E.

F.E. F.E.

F.E.

F.E. F.E. F.E.
1 1
G G
A A
B B
2 2
C C
D D
E E
F F
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
11 11
12 12
13 13
624'-0"
52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0" A-2.1 A-2.2
TYP.
2032
F.5 F.5
E.5 E.5
C.4 C.4
1 A-4.1
2 A-4.1
4 A-4.2
3 A-4.2

WAREHOUSE
140
2 A-5.0
2 A-5.0
3 A-5.0a
3 A-5.0a
4 A-5.0a
4 A-5.0a

PROVIDE YELLOW PAINTED STRIPING AT

FUTURE RACKING/FLOOR STACKS/
B/N GRIDLINES (1 -11) & (B -G) TYP.,
EXCLUDES BATTERY CHARGING AREA.
1 A-5.0
1 A-5.0
310'-0"
50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 60'-0"
REQUIRED EXIT.

EXIT AND FIRE DEPARTMENT ACCESS.
10 Edelman
Irvine, CA, 92618
P 949.660.9128
JOB NO.:

DRAWN BY.:

PA/PM:

IRV21 -5026 -02

OVERALL GROUND FLOOR AND OCCUPANCY &

EGRESS PLANS
A-2.0

RCCB FRESNO DISTRIBUTION

WAREHOUSE

EAST NORTH AVENUE
FRESNO, CALIFORNIA 93725
SCALE: 1" = 30'-0" 1OVERALL GROUND FLOOR AND OCCUPANCY & EGRESS PLANS 0 15' 30' 60' 150'
1"=30' N
LEGEND KEYNOTES:
2032 SAFETY RAIL.

DATE REMARKS

02.14.2022 PLANNING SUBMITAL 01

06.17.2022 CD SET - PLAN CHECK SUBMITTAL
2022-08-01 - PLANNING SUBMITTAL 02 - REV
VV
DN
F.E. F.E.

F.E.
1 1
G
A
B
2 2
C
D
E
F
3 3
4 4
5 5
6 6
7 7

4.2 4.6
52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0"
26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 60'-0"
24'-10" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 20'-4" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-10" 52'-0" 52'-0" 52'-0" 10'-10" 22'-11 1/4" 18'-2 3/4" 52'-0" 52'-0" 17'-4" 13'-6" 23'-6" 27'-0" 27'-0" 27'-0" 23'-6" 7'-6" 30'-10" 27'-0" 27'-0" 23'-6" 13'-6" 27'-0"

WAREHOUSE
140
TYP.
2002
TYP.
2002
RAMP
2033
OFFICE
154

ALL GENDER

RESTROOM
151

ALL GENDER

RESTROOM
152
MEN'S

RESTROOM
153

WAITING AREA
150
F.O.C.

P.J.

F.O.C.

P.J.

F.O.C.

P.J.

SEE: A-2.2 / 1
SEE: A-2.2 / 1
10 Edelman
Irvine, CA, 92618
P 949.660.9128
JOB NO.:

DRAWN BY.:

PA/PM:

IRV21 -5026 -02

PARTIAL GROUND FLOOR PLAN
A-2.1

RCCB FRESNO DISTRIBUTION

WAREHOUSE

EAST NORTH AVENUE
FRESNO, CALIFORNIA 93725
SCALE: 1/16" = 1'-0" 1PARTIAL GROUND FLOOR PLAN
0 8' 16' 32' 64'
1/16"=1'-0" N
KEYNOTES:
2002 CONCRETE SLAB. PROVIDE VAPOR RETARDER OVER SAND BASE AT OFFICE AREA PER SOILS REPORT. PROVIDE SEALER FOR CONCRETE FLOOR AREA IN WAREHOUSE.
2033 WALL MOUNTED MONITORS.

DATE REMARKS

02.14.2022 PLANNING SUBMITAL 01

07.21.2022 PLANNING SUBMITTAL 02
2022-08-01 - PLANNING SUBMITTAL 02 - REV
R R R
UP
UP
UP
F.E.

F.E. F.E.

F.E.

F.E. F.E. F.E.

F.E.

G
A
B
C
D
E
F
7 7
8 8
9 9
10 10
11 11
12 12
13 13
30'-9"

WAREHOUSE
140

WASHBAY
161

MAINTENANCE
BAY
162

BREAK ROOM
166
TYP.
2002
TYP.
2002

MANAGER'S
OFFICE
160a
OFFICE
160b
TYP.
1033
TYP.
1033
F.5
E.5
D.8

12.7 12.7

11.5 11.5

11.6 11.6

11.9 11.9

12.4 12.4

12.8 12.8
C.4

EMPLOYEES

REST AREA
170
FIELD

EQUIPMENT
160

PARTS ROOM
163
OFFICE
165
RETURN

PRODUCT CAGE
168

MARKETING

STORAGE CAGE
169

LUBE ROOM
162a

ELECTRICAL
ROOM
141

FIRE PUMP
ROOM
142

OPEN OFFICE
104

ALL GENDER

RESTROOM
167

12.5 12.5

12.6 12.6

WAITING AREA
101
OFFICE
115
OFFICE
118
OFFICE
119
OFFICE
120

OPERATIONS
121

DRIVER AREA
127

WOMEN'S

RESTROOM
125
MEN'S

RESTROOM
126

OPS CLOSET
124
STAIR #2
ST02

BREAK ROOM
108
OFFICE
110
OFFICE
111
IDF
123

ALL GENDER

RESTROOM
109 ALL GENDER

RESTROOM
107

BOARDROOM
106

BAR/LOUNGE
AREA
105

ELEVATOR

MACHINE

CONTROL
ROOM
103
HUDDLE
112

ELEVATOR
2EL1
STAIR #1
ST01

RECEPTION
102
CLOSET
116
OFFICE
114
OFFICE
113

LOCKERS/REST
AREA
171

EMPLOYEE

WELFARE
164
P.J.

P.J.

F.O.C.

P.J.

F.O.C.

P.J.

SEE: A-2.1 / 1 SEE: A-2.1 / 1
52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0"
26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 27'-10" 24'-0" 24'-0" 25'-0" 29'-2" 25'-0" 25'-0" 25'-0" 25'-0" 10'-2" 39'-10" 50'-0" 23'-5" 26'-7" 60'-0" 27'-11" 12'-0" 24'-0" 24'-0" 26'-0" 24'-0" 26'-0" 24'-0" 26'-0" 30'-0" 30'-0" 27'-0" 23'-6" 27'-0" 27'-0" 30'-6" 16'-6" 29'-6" 27'-10" 20'-8" 27'-4" 20'-8" 31'-4" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0"
10 Edelman
Irvine, CA, 92618
P 949.660.9128
JOB NO.:

DRAWN BY.:

PA/PM:

IRV21 -5026 -02

PARTIAL GROUND FLOOR PLAN
A-2.2

RCCB FRESNO DISTRIBUTION

WAREHOUSE

EAST NORTH AVENUE
FRESNO, CALIFORNIA 93725
1033 STEEL BOLLARD, CONCRETE-FILLED PAINTED SAFETY Y ELLOW. 2002 CONCRETE SLAB. PROVIDE VAPOR RETARDER OVER SAND BASE AT OFFICE AREA PER SOILS REPORT. PROVIDE SEALER FOR CONCRETE FLOOR AREA IN WAREHOUSE.

KEYNOTES:
0 8' 16' 32' 64'
1/16"=1'-0" N
SCALE: 1/16" = 1'-0" 1PARTIAL GROUND FLOOR PLAN

DATE REMARKS

02.14.2022 PLANNING SUBMITAL 01

07.21.2022 PLANNING SUBMITTAL 02
2022-08-01 - PLANNING SUBMITTAL 02 - REV
2022-08-01 - PLANNING SUBMITTAL 02 - REV
1033 STEEL BOLLARD, CONCRETE-FILLED PAINTED SAFETY Y ELLOW. 2002 CONCRETE SLAB. PROVIDE VAPOR RETARDER OVER SAND BASE AT OFFICE AREA PER SOILS REPORT. PROVIDE SEALER FOR CONCRETE FLOOR AREA IN WAREHOUSE.

GENERAL NOTES -

1. FIRE PUMP ROOM TO BE ENCLOSED IN A 1-HR RATED ROOM WITH 4'-0" EXTERIOR ACCESS DOOR AS REQUIRED BY THE CITY AND FRESNO FIRE DEPT. SEE PLUMBING DRAWINGS IN BUILDING PLANCHECK SUBMITTAL FOR FIRE PUMP EQUIPMENT.

IM DW
R
RR R R
R
UP
UP
1 1
G G
A A
B B
2 2
C C
D D
E E
F F
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
11 11
12 12
13 13
624'-0"
52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 310'-0"
50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 60'-0"
A-2.4 A-2.5

OPEN TO BELOW OPEN TO
BELOW

OPEN TO ABOVE
1 A-4.1
2 A-4.1
4 A-4.2
3 A-4.2
2 A-5.0
2 A-5.0
3 A-5.0a
3 A-5.0a
4 A-5.0a
4 A-5.0a
1 A-5.0
1 A-5.0

OPEN TO
ABOVE
10 Edelman
Irvine, CA, 92618
P 949.660.9128
JOB NO.:

DRAWN BY.:

PA/PM:

IRV21 -5026 -02

OVERALL MEZZANINE FLOOR PLAN
A-2.3

RCCB FRESNO DISTRIBUTION

WAREHOUSE

EAST NORTH AVENUE
FRESNO, CALIFORNIA 93725
0 15' 30' 60' 150'
1"=30' N
SCALE: 1" = 30'-0" 1OVERALL MEZZANINE FLOOR PLAN

DATE REMARKS

02.14.2022 PLANNING SUBMITAL 01

07.21.2022 PLANNING SUBMITTAL 02
2022-08-01 - PLANNING SUBMITTAL 02 - REV
1 1
G
A
B
2 2
C
D
E
F
3 3
4 4
5 5
6 6
7 7

4.2 4.6
52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0"

WAREHOUSE
140
OFFICE
231

OPEN OFFICE
230
OFFICE
231

OPEN OFFICE
230
B.4
OFFICE
231

OPEN OFFICE
230
OFFICE
231

OPEN OFFICE
230
52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0"
SEE: A-2.5 / 1 SEE: A-2.5 / 1

OPEN TO
BELOW
50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 60'-0"
TYP.
5004
10 Edelman
Irvine, CA, 92618
P 949.660.9128
JOB NO.:

DRAWN BY.:

PA/PM:

IRV21 -5026 -02

PARTIAL MEZZANINE FLOOR PLAN
A-2.4

RCCB FRESNO DISTRIBUTION

WAREHOUSE

EAST NORTH AVENUE
FRESNO, CALIFORNIA 93725
N
KEYNOTES:

SCALE: 1/16" = 1'-0" 1PARTIAL MEZZANINE PLAN

DATE REMARKS

02.14.2022 PLANNING SUBMITAL 01

07.21.2022 PLANNING SUBMITTAL 02
0 8' 16' 32' 64'
1/16"=1'-0"
SEE SHEET A0.2 FOR GENERAL NOTES
7001 PAN FILLED STEEL STAIRS.
2022-08-01 - PLANNING SUBMITTAL 02 - REV
IM DW
R

R R R R
R
UP
UP
G
A
B
C
D
E
F
7 7
8 8
9 9
10 10
11 11
12 12
13 13

WAREHOUSE
140

MEZZANINE

STORAGE
232
A-2.6
2 OPEN TO BELOW

OPEN TO
BELOW
F.5
E.5
D.8

12.7 12.7

11.5 11.5

11.6 11.6

11.9 11.9

12.4 12.4

12.8 12.8
C.4

12.5 12.5

12.6 12.6
SEE: A-2.4 / 1
TYP.
2028
SEE: A-2.4 / 1
2010
2015

OPEN TO
BELOW
52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0"
26'-0" 1'-8" 23'-8" 8" 19'-9 1/2" 3'-2"
3'-4" 3'-5 1/2"
1'-7" 20'-8"
25'-0" 25'-0" 50'-0" 50'-0" 50'-0" 50'-0" 60'-0"
25'-0" 25'-0" 10'-2" 39'-10" 23'-5" 26'-7"
TYP.
2030
10 Edelman
Irvine, CA, 92618
P 949.660.9128
JOB NO.:

DRAWN BY.:

PA/PM:

IRV21 -5026 -02

PARTIAL MEZZANINE FLOOR PLAN
A-2.5

RCCB FRESNO DISTRIBUTION

WAREHOUSE

EAST NORTH AVENUE
FRESNO, CALIFORNIA 93725
N
KEYNOTES:

SCALE: 1/16" = 1'-0" 1PARTIAL MEZZANINE PLAN
2010 ROOF ACCESS LADDER.
2015 ELEVATOR.
2028 INTERIOR STEEL GUARDRAIL AND STEEL GATE FOR STO RAGE & FORKLIFT ACCESS FROM BELOW, TYP.

DATE REMARKS

02.14.2022 PLANNING SUBMITAL 01

07.21.2022 PLANNING SUBMITTAL 02
0 8' 16' 32' 64'
1/16"=1'-0"
2022-08-01 - PLANNING SUBMITTAL 02 - REV
IM DW
R

R R R R
R
R R R
G
E
F
11 12 13
F.5
E.5
D.8

11.5 12.4 12.8
OPEN COLLAB.

AREA
200
OFFICE
201
OFFICE
202

MECHANICAL
203
PHONE
204
PHONE
205 CONFERENCE
ROOM
206

OPEN OFFICE
207
OFFICE
208
OFFICE
209
PHONE
210
OFFICE
211
OFFICE
212
PHONE
213
MDF
214
HUDDLE #1
215
PANTRY
216

WELLNESS
217

WOMEN'S

RESTROOM
218
MEN'S

RESTROOM
219

TRAINING ROOM
A
220

STORAGE
221

ELEVATOR
2EL1
201 202
203
220b
220a
220Bb
217
221b
220B
219 218
221
220Ba
212 211
213 210
214 209
2ST02
208
215
206
205 204 2EL1

TRAINING ROOM
B
220B
DN
38R
DN
33R
DN
33R

OPEN TO
BELOW
5005 5004 5008
G
E
F
11 12 13

BAR/LOUNGE
AREA
105

BREAK ROOM
108
OFFICE
110
OFFICE
111
HUDDLE #2
117 OFFICE
119

DRIVER AREA
127
105b
W100bc
127a
126 125
124
108
108a
107
109
113 114
115 102
116
112 112a
101a
103
105
117
122
123
104
120 119 118
105a
111 110
W100bb
127 1ST02
F.5
E.5
D.8

12.7 11.5 11.6 12.4 12.8

BREAK ROOM
108
OFFICE
110
OFFICE
111

BOARDROOM
106

BREAK ROOM
108
OFFICE
110
OFFICE
111

WAITING AREA
101

RECEPTION
102

ELEVATOR

MACHINE

CONTROL
ROOM
103

OPEN OFFICE
104

ALL GENDER

RESTROOM
107

BREAK ROOM
108

ALL GENDER

RESTROOM
109
OFFICE
110
HUDDLE
112
OFFICE
113
OFFICE
114
OFFICE
115
CLOSET
116
OFFICE
118
OFFICE
120

OPERATIONS
121

CASH ROOM
122
IDF
123

WOMEN'S

RESTROOM
125
MEN'S

RESTROOM
126

OPS CLOSET
124

JANITOR /
SYRUP

STORAGE
128
108b
101
128
UP
38R
UP
33R
UP
33R
106
10 Edelman
Irvine, CA, 92618
P 949.660.9128
JOB NO.:

DRAWN BY.:

PA/PM:

IRV21 -5026 -02

MAIN OFFICE -GROUND AND MEZZANINE FLOOR
PLAN
A-2.6

RCCB FRESNO DISTRIBUTION

WAREHOUSE

EAST NORTH AVENUE
FRESNO, CALIFORNIA 93725
0 4' 8' 16' 32'
1/8"=1'-0" N
KEYNOTES:

SCALE: 1/8" = 1'-0" 2MAIN OFFICE - MEZZANINE FLOOR PLAN SCALE: 1/8" = 1'-0" 1MAIN OFFICE - GROUND FLOOR PLAN
5004 PAN FILLED STEEL STAIRS.
5005 PAN FILLED STEEL STAIR LANDING.
5008 CONTINUOUS HANDRAIL, PAINTED.

DATE REMARKS

02.14.2022 PLANNING SUBMITAL 01

07.21.2022 PLANNING SUBMITTAL 02
2022-08-01 - PLANNING SUBMITTAL 02 - REV

VISION GLASS

SPANDREL GLASS

TEMPERED GLASS
GLASS:

ALL GLASS USED ON THE ENVELOPE OF THE BUILDING TO BE: T.B.D. OR TINTED GRAY, TO VERIFY AND MEET CITY STANDARDS.

PROVIDE TEMPERED GLAZING WHERE REQUIRED PER CBC IN COMBINATION WITH VISION OR SPANDREL AS REQUIRED.

F.F.E.
0"
T.O.P.
41' -10"
12345678910 11 12 13
SEE ELEVATION 1B SEE ELEVATION 1A
F.F.E.
0"
T.O.P.
41' -10"
78910 11 12 13
TYP.
4016
TYP.
4001
TYP.
4005
TYP.
4012
TYP.
4020 4003 4003
2'-0"
TYP.
4006
TYP.
4005
4029
F.F.E.
0"
T.O.P.
41' -10"
1234567
4014
F.F.E.
0"

GA B C D E F
T.O.P.
43' -10"
1'-8"
TYP. TYP.
4001
TYP.
4020
TYP.
4006
4010
4007
4021
F.5 E.5 D.8 C.4
1'-4"
TYP.
4016
TYP.
4005 4007 4022 4022
TYP.
4007
4014
10 Edelman
Irvine, CA, 92618
P 949.660.9128
JOB NO.:

DRAWN BY.:

PA/PM:

IRV21 -5026 -02

EXTERIOR ELEVATIONS
A-4.1

RCCB FRESNO DISTRIBUTION

WAREHOUSE

EAST NORTH AVENUE
FRESNO, CALIFORNIA 93725
KEYNOTES:
10 Edelman
Irvine, CA, 92618
P 949.660.9128
JOB NO.:

DRAWN BY.:

PA/PM:

IRV21 -5026 -02

EXTERIOR ELEVATIONS
A-4.1

RCCB FRESNO DISTRIBUTION

WAREHOUSE

EAST NORTH AVENUE
FRESNO, CALIFORNIA 93725
LEGEND
0 15' 30' 60' 150'
1"=30'
0 8' 16' 32' 64'
1/16"=1'-0"
SCALE: 1" = 30'-0" 1OVERALL NORTH EXTERIOR ELEVATION
SCALE: 1/16" = 1'-0" 1APARTIAL NORTH EXTERIOR ELEVATION SCALE: 1/16" = 1'-0" 1BPARTIAL NORTH EXTERIOR ELEVATION

DATE REMARKS

02.14.2022 PLANNING SUBMITAL 01

07.21.2022 PLANNING SUBMITTAL 02

DATE REMARKS

02.14.2022 PLANNING SUBMITAL 01

07.21.2022 PLANNING SUBMITTAL 02
SCALE: 1/16" = 1'-0" 2EAST EXTERIOR ELEVATION
4001 TILT-UP CONCRETE WALL, PAINTED.
4003 2" REVEAL.
4005 REVEAL PATTERN AT 12".
4006 ALUMINUM STOREFRONT SYSTEM WITH 1" INSULATED GL ASS. 4007 CANOPY WITH PRE-FINISHED ALUMINUM PANELS OVER W ATERPROOFING &

METAL STUD FRAMING, WITH DRAINAGE WHERE DRAINAGE REQUIRED AND RECESSED CAN LIGHTS FOR EACH ENTRY.
4010 FINISH GRADE VARIES - SEE CIVIL DRAWINGS.
4012 CLERESTORY WINDOW.
4014 BUILDING SIGN ±8'-0" Ø CENTERED BETWEEN WALL RE VEALS, VERIFY FINAL SIZE & LOCATION W/OWNER. INTERNALLY ILLUMINATED LETTERS AND LOGO, PROVIDED BY OTHERS.
4016 ALUMINUM COMPOSITE PANEL OVER COLD-FORMED STEEL FRAMING.

DESIGN BY COLD-FORMED CONTRACTOR.
4020 WALL PACK LIGHTING, SEE ELECTRICAL DRAWINGS.
4021 PREFINISHED STEEL STANDING SEEM AWNING WITH GAL VANIZED STEEL

FRAMING, EXPANSION ANCHOR AT CONCRETE PANEL WITH GALVANIZED STEEL SOFFIT PANEL.
4022 HYDRAULIC GLASS BI-FOLD SYSTEM.
4029 PROVIDE BUILDING ADDRESS PER CITY STANDARDS, DE SIGN/ ILLUMINATION TO BE PROVIDED BY OTHERS UNDER SEPARATE SUBMITTAL.
2022-08-01 - PLANNING SUBMITTAL 02 - REV

VISION GLASS

SPANDREL GLASS

TEMPERED GLASS
GLASS:

ALL GLASS USED ON THE ENVELOPE OF THE BUILDING TO BE: T.B.D. OR TINTED GRAY, TO VERIFY AND MEET CITY STANDARDS.

PROVIDE TEMPERED GLAZING WHERE REQUIRED PER CBC IN COMBINATION WITH VISION OR SPANDREL AS REQUIRED.

F.F.E.
0"
1 2 3 4 5 6 7 8 9 10 11 12 13
T.O.P.
40' -10"
SEE ELEVATION 3B SEE ELEVATION 3A
F.F.E.
0"
1 2 3 4 5 6 74.2 4.6
T.O.P.
40' -10"
TYP.
4012 4001
TYP.
4017 4005 4003
4008 4009
TYP.
4020
TYP.
4003
TYP.
1031
F.F.E.
0"
7 8 9 10 11 12 13
T.O.P.
40' -10"

12.7 11.5 11.6 11.9 12.4 12.8 12.5 12.6
TYP.
4021
F.F.E.
0"

G ABCDEF
T.O.P.
40' -10"
TYP.
4001
TYP.
4003
TYP.
4005
1'-0"
TYP.
4020
1031
10 Edelman
Irvine, CA, 92618
P 949.660.9128
JOB NO.:

DRAWN BY.:

PA/PM:

IRV21 -5026 -02

EXTERIOR ELEVATIONS
A-4.2

RCCB FRESNO DISTRIBUTION

WAREHOUSE

EAST NORTH AVENUE
FRESNO, CALIFORNIA 93725
1031 CONCRETE RAMP, SEE CIVIL DRAWINGS.
4001 TILT-UP CONCRETE WALL, PAINTED.
4003 2" REVEAL.
4005 REVEAL PATTERN AT 12".
4008 DOCK BUMPER.
4009 DOCK SEAL.
4012 CLERESTORY WINDOW.
4017 PREFINISHED METAL COPING.
4020 WALL PACK LIGHTING, SEE ELECTRICAL DRAWINGS.
4021 PREFINISHED STEEL STANDING SEEM AWNING WITH GAL VANIZED STEEL

FRAMING, EXPANSION ANCHOR AT CONCRETE PANEL WITH GALVANIZED STEEL SOFFIT PANEL.

KEYNOTES:

LEGEND
0 15' 30' 60' 150'
1"=30'
0 8' 16' 32' 64'
1/16"=1'-0"
SCALE: 1" = 30'-0" 3OVERALL SOUTH EXTERIOR ELEVATION
SCALE: 1/16" = 1'-0" 3APARTIAL SOUTH EXTERIOR ELEVATION SCALE: 1/16" = 1'-0" 3BPARTIAL SOUTH EXTERIOR ELEVATION

DATE REMARKS

07.21.2022 PLANNING SUBMITTAL 02
SCALE: 1/16" = 1'-0" 4WEST EXTERIOR ELEVATION
2022-08-01 - PLANNING SUBMITTAL 02 - REV
F.F.E.
0"
1 2 3 4 5 6 7 8 9 10 11 12 13
T.O.P.
42' -6"

WAREHOUSE
140

MARKETING

STORAGE CAGE
169
SEE SECTION 2A SEE SECTION 2B

WAREHOUSE
140

MARKETING

STORAGE CAGE
169
F.F.E.
0"
7 8 9 10 11 12 13
T.O.P.
42' -6"

WAREHOUSE
140

MARKETING

STORAGE CAGE
169 WAREHOUSE
140

MARKETING

STORAGE CAGE
169
TYP.
2001
TYP.
5001
TYP.
3001
TYP.
2002

WAREHOUSE
140

MARKETING

STORAGE CAGE
169 WAREHOUSE
140

MARKETING

STORAGE CAGE
169
TYP.
2039
F.F.E.
0"
1 2 3 4 5 6 7
T.O.P.
42' -6"

WAREHOUSE
140

WAREHOUSE
140
F.F.E.
0"

G ABCDEF
T.O.P.
43' -10"
T.O.P.
40' -10"
6'-0"

LINE OF SIGHT
(FOR REF. ONLY)
50'-0" CITY HEIGHT LIMIT
TYP.
3017

PARKING LOT & LANDSCAPING/HARDSCAPING PUBLIC RIGHT -OF -WAY

CLEAR HEIGHT
34'-0"
4010
10 Edelman
Irvine, CA, 92618
P 949.660.9128
JOB NO.:

DRAWN BY.:

PA/PM:

IRV21 -5026 -02

BUILDING SECTIONS
A-5.0

RCCB FRESNO DISTRIBUTION

WAREHOUSE

EAST NORTH AVENUE
FRESNO, CALIFORNIA 93725
0 15' 30' 60' 150'
1"=30'

DATE REMARKS

07.21.2022 PLANNING SUBMITTAL 02
2001 STRUCTURAL STEEL COLUMN - SEE STRUCTURAL DRAWIN GS. 2002 CONCRETE SLAB. PROVIDE VAPOR RETARDER OVER SAND BASE AT OFFICE AREA PER SOILS REPORT. PROVIDE SEALER FOR CONCRETE FLOOR AREA IN WAREHOUSE.
2039 6'-0" TALL CHAINLINK FENCE.
3001 WHITE 60-MIL MECHANICALLY FASTENED TPO REINFORC ED MEMBRANE

ROOFING SYSTEM (RHINOBOND), ROOF ASSEMBLY SHALL BE DESIGNED

AND INSTALLED IN COMPLIANCE WITH THE PRIMARY MEMBRANE ROOFING SYSTEM MANUFACTURER'S REQUIREMENTS. APPROVED MANUFACTURERS ARE JOHNS MANVILLE,FIRESTONE AND CARLISLE.
3017 ROOF MOUNTED MECHANICAL UNITS. SEE MECHANICAL D RAWINGS. 4010 FINISH GRADE VARIES - SEE CIVIL DRAWINGS.
5001 STRUCTURAL STEEL JOIST - SEE STRUCTURAL DRAWING S.

KEYNOTES:

SCALE: 1" = 30'-0" 2OVERALL BUILDING SECTION
SCALE: 1/16" = 1'-0" 2APARTIAL BUILDING SECTION
SCALE: 1/16" = 1'-0" 2BPARTIAL BUILDING SECTION
0 8' 16' 32' 64'
1/16"=1'-0"
SCALE: 1" = 20'-0" 1LINE OF SIGHT BUILDING SECTION
2022-08-01 - PLANNING SUBMITTAL 02 - REV
F.F.E.
0"

GA B C D E F
T.O.P.
40' -10"

CLEAR HEIGHT
36'-0"

CLEAR HEIGHT
33'-0"

WAREHOUSE
140
TYP.
5001
TYP.
2002
F.F.E.
0"

MEZZANINE
19' -0"

GA B C D E F
T.O.P.
43' -10"
TYP.
2001
10 Edelman
Irvine, CA, 92618
P 949.660.9128
JOB NO.:

DRAWN BY.:

PA/PM:

IRV21 -5026 -02

BUILDING SECTIONS
A-5.0aRCCB FRESNO DISTRIBUTION

WAREHOUSE

EAST NORTH AVENUE
FRESNO, CALIFORNIA 93725

DATE REMARKS

07.21.2022 PLANNING SUBMITTAL 02
2001 STRUCTURAL STEEL COLUMN - SEE STRUCTURAL DRAWIN GS. 2002 CONCRETE SLAB. PROVIDE VAPOR RETARDER OVER SAND BASE AT OFFICE AREA PER SOILS REPORT. PROVIDE SEALER FOR CONCRETE FLOOR AREA IN WAREHOUSE.
5001 STRUCTURAL STEEL JOIST - SEE STRUCTURAL DRAWING S.

KEYNOTES:

SCALE: 1/16" = 1'-0" 3BUILDING SECTION
SCALE: 1/16" = 1'-0" 4BUILDING SECTION
0 8' 16' 32' 64'
1/16"=1'-0"
2022-08-01 - PLANNING SUBMITTAL 02 - REV
A-8.1
5x
TYP.

A-8.1
20x
TYP.

A0.3
3 TYP.

A0.3
8 TYP.

LANDSCAPE AND

PAVEMENT,

WHERE OCCURS

WITHIN THE LOADING AND

UNLOADING ACCESS AISLE PAINT
THE WORD "NO PARKING" IN 12"
HIGH LETTERS MIN.

NOTE:

PAINT DIRECTIONAL ARROWS AT

DRIVEWAY AND ENTRY PARKING AS

REQUIRED PER CITY STANDARDS
0" CONCRETE CURB

CONCRETE CURB

CONCRETE WHEEL STOP
4" WIDE STRIPE PAINTED
BLUE
4" WIDE STRIPING
PAINTED WHITE, TYP.

PARKING

REGULAR STALL

SEE PLAN

SEE PLAN
2'-0"
. 19' -0"
TY
P 3'-0"

ACCESSIBLE STALL
9'-0"
9'-0" @ VAN
9'-0" TYP.

UNAUTHORIZED VEHICLES PARKED

IN DESIGNATED ACCESSIBLE

SPACES NOT DISPLAYING

DISTINGUISHING PLACARDS OR

SPECIAL LICENSE PLATES ISSUED

FOR PERSONS WITH DISABILITIES

WILL BE TOWED AWAY

AT THE OWNER'S EXPENSE

TOWED VEHICLES

MAY BE RECLAIMED AT
(Insert Address)

OR BY TELEPHONING
(Insert Telephone Number)

ALL LETTERING SHALL BE A
MINIMUM OF 1" INCH
HEIGHT TYPICAL WITH 0.5"

SPACING
COLORS:

BORDER & LEGEND - BLACK

BACKGROUND - WHITE (RETROREFLECTIVE)

APPROPRIATE

INFORMATION SHALL BE

ADDED TO SIGN
2'-0"
2'-0"

FOR POST AND FOOTING

INFORMATION SEE DETAIL
80" AT WALKING

SURFACES
60" AT LANDSCAPE
AREA
7 A-8.1
TEXT SHALL READ: "NOTICE"
"NO PARKING" "IN RED
ZONES". TEXT SHALL BE

RED LETTERING ON WHITE

REFLECTIVE BACKGROUND,
NO SMALLER THAN 2 INCHES

IN HEIGHT
TEXT SHALL READ: "FIRE
LANE". TEXT SHALL BE

WHITE REFLECTIVE

LETTERING ON RED

BACKGROUND, NO SMALLER
THAN 4 INCHES IN HEIGHT
TEXT SHALL READ:
"VIOLATING VEHICLES WILL

BE CITED OR TOWED AT
OWNER'S EXPENSE" "POLICE
OR SHERIFF'S" "(PHONE
NUMBER)" "CVC 22500.1 CVC
22658A". TEXT SHALL BE

RED LETTERING ON WHITE

REFLECTIVE BACKGROUND,
NO SMALLER THAN 1

INCHES IN HEIGHT
NOTICE

NO PARKING

IN RED ZONES

VIOLATING VEHICLES

WILL BE CITED OR

TOWED AT OWNER'S

EXPENSE

POLICE OR SHERIFF'S
(Phone Number)
CVC 22500.1 CVC 22658A
1'-6" MIN.

FIRE LANE
2'-6" MIN.

FOR POST AND FOOTING

INFORMATION SEE DETAIL
80" AT WALKING

SURFACES
60" AT LANDSCAPE
AREA
7 A-8.1

FIRE LANE
NO

TOW AWAY
ZONE
CVC 22658A
CVC 22500.1
POLICE OR SHERIFF'S (Phone Number)
TEXT SHALL READ: "FIRE
LANE". TEXT SHALL BE

WHITE REFLECTIVE

LETTERING ON RED

BACKGROUND, NO SMALLER
THAN 2 INCHES IN HEIGHT
TEXT SHALL READ: "NO"
"PARKING" "TOW AWAY"
"ZONE". TEXT SHALL BE

RED LETTERING ON WHITE

REFLECTIVE BACKGROUND,
NO SMALLER THAN 2 INCHES

IN HEIGHT
TEXT SHALL READ: "
"POLICE OR SHERIFF'S"
"(PHONE NUMBER)" "CVC
22500.1 CVC22658A". TEXT

SHALL BE RED LETTERING

ON WHITE REFLECTIVE

BACKGROUND, NO SMALLER
THAN 1 INCHES IN HEIGHT

PARKING
1'-0" MIN.
1'-6" MIN.

FOR POST AND FOOTING

INFORMATION SEE DETAIL
80" AT WALKING

SURFACES
60" AT LANDSCAPE
AREA
7 A-8.1
4" 6'-0" +
4' - 0" +
4"
NOTE:

ALL GATE & FRAME SURFACES
TO HAVE PAINTED FINISH.
2" X 2" X 3/16" ANGLE FRAME
TS 2 X 2 X .120 GATE BACK

SUPPORT
1/2" DIA. HORIZONTAL CANE

BOLT GATE LOCK
22 GA. GALV. STEEL DECK
PROFILE "B" W/ 4" RIB

SPACING
1/2" DIA. VERTICAL CANE

BOLT WITH STEEL SLEEVE

AT SLAB PLACED ON BACK

OF GATES
4".
1/8" ASPHALT IMPREG.

SHEATHING - CUT TO FIT AND
SURROUND PIPE. TYP. AT ALL

PIPE PENETRATIONS
BERM, AND PROVIDE 2" MIN.

COVER OVER DRAIN PIPE

WALK, WHERE
OCCURS. THICKEN TO
9" AT PIPES

RECTANGULAR
3" X 9"
3" X 12"
(2) 3" X 12"

DRAIN PIPE TRANSITION
ROUND
5"
6"
8"
SLOPE 1/8" PER FT.
2 1/2" 3" 1/2"
4'-0" MIN. FROM CURB/ WALK

DECORATIVE STAINLESS STEEL

PERFORATED OR SLOTTED

DOWNSPOUT COVER BY ZURN OR
EQUAL.
5" GRADE WITH 3" ELBOW NDS
OR EQUAL. FLUSH GRATE WIITH
WALK
PROVIDE BLOCKOUT 1"

LARGER IN DIAMETER THAN

DRAIN - SEAL PERIMETER PER

PANEL JOINT SEALANT

DRAIN LEADER

EXTERIOR WALL

CONCRETE

INTERIOR SLAB

AS CLOSE AS POSSIBLE

2.0%
SLOPE
AIR GAP, 2" MIN.

INSTALL TRANSITION
FROM 6" TO 3" CROSS
DRAIN BOX 6" DRAIN BOX

CONCRETE FILLED
5" O.D. STD. STEEL

GALVANIZED PIPE
(MIN. 1/4" WALL
THICKNESS). PRIMED

AND PAINTED
YELLOW

CONCRETE FOOTING,

SEE STRUCTURAL DRAWINGS

TOP OF CONCRETE OR

ASPHALT CONCRETE

PAVING WHERE OCCURS,

SEE CIVIL DRAWINGS
5" MIN.
6" MAX.
5" MIN.
3'-6" 4'-0"
1'-3" MIN.

SLOP CONCRETE 1/2"

AWAY FROM FACE OF

BOLLARD

TYPICAL AT ALL EXTERIOR
DOORS: CONCRETE
LANDING WITH 2% MAXIMUM
SLOPE IN ANY DIRECTION.

LANDING ELEVATION TO
FLUSH OUT WITH F.F.E. AT
WALL. MAXIMUM 1/2"

VERTICAL RISE AT
THRESHOLD.
12" LONG #4 DOWELS @
18"O.C. W/ MIN. 4" EMBED
FOR DOOR WIDTH +2' -0" EA.

SIDE AT ALL EXTERIOR

DOORS TO WALKS
SEALANT OVER 1/2" EXP. JT.

MATERIAL, TYP. AT ALL
CONC. AGAINST WALL
5'-0" MIN.
6" DOOR WIDTH 2'-0" MIN.
4'-0" MIN. WALK

SEE LANDSCAPE & CIVIL

DRAWINGS FOR EXACT
LAYOUT

OSHA SAFETY RED PAINT

ROAD WAY - SEE CIVIL DRAWINGS
3-INCH HIGH WHITE
LETTERING @ 30' O.C. OR
PORTION THEREOF.

FIRE LANE NO PARKING

CONCRETE CURB OR CURB

AND GUTTER - SEE CIVIL DRAWINGS

CONCRETE MASONRY
WALL SEE STRUCT.

DWGS.

PAINT WALLS TO MATCH

BUILDING FIELD COLOR,
TYP.

MONOLITHIC POUR

CONCRETE CURB

FINISH SURFACE, SEE
CIVIL DRAWINGS.

CONCRETE FOOTING, SEE
STRUCTURAL DRAWINGS.
1'-0"

VARIES SEE ELEVATIONS
1'-0"
1'-0" 6" 10"
A-8.1
11 TYP.
10 A-8.1
9 A-8.1
1'-0" 5'-0" 1'-6"
1'-0" 5'-0" 1'-0"
1'-0"
14'-2"
25'-6"
14'-2"
SLOPE
1/8" PER
FT. MIN.

SLOPE
1/8" PER
FT. MIN.

SLOPE
1/8" PER
FT. MIN.
6"
4'-4"
6" 6"

PAINTED STEEL GATE
CURB

CONCRETE

MASONRY WALL
10/10 WMW TRASH
BINS. TYPICAL 6' -0" X
6' -0", VERIFY WITH

LOCAL JURISDICTION
CONCRETE CURB, TYP.
5'-0"
1'-0"
2" x 3" x 3/16" GALVANIZED

STEEL TUBE, CAP TUBE END
4" 1'-8" 6"
2'-6"
2'-0"

CONCRETE FOOTING,

SEE STRUCTURAL DRAWINGS

TOP OF PAVEMENT
2" x 3" x 3/16" GALVANIZED

STEEL TUBE, CAP TUBE END
4" 1'-8" 6"
2'-6"
2'-0"

CONCRETE FOOTING,

USE TYPE V CEMENT, A MAXIMUM
WATER/CEMENT RATIO OF 0.45

AND A MINIMUM STRENGTH OF
4500 PSI PER SOILS ENGINEER

RECOMMENDATIONS

TOP OF PAVEMENT

PAINT ,IN THE PAINT USED

FOR STALL STRIPING, SUCH

THAT THE LOWER EDGE OF

THE LAST WORD IS VISIBLE

BENEATH A PARKED

VEHICLE, CENTER PARKING

STALL MARKING IN STALL

PAINTED PARKING STRIPES,

PER CITY STANDARDS

ALIGN ALIGN
2" 4"

CONCRETE MASONRY UNIT BLOCK

WALL, SMOOTH INTERIOR WITH
BLOCK FILLER 4" SQ. X1/4 THK. STL. TUBE
COLUMN EMBED 3' -0" INTO CONC.

FGT. W/ 5/8Ø X 6" ANCHOR
(3) EQUALLY SPACED HEAVY

DUTY HINGES WLDED TO POST

AND GATE
1/4"
2" X 1/8" MTL

SUPPORT STRAP
<2 X 2 X 3/16 FRAME -

CAP ALL ENDS

VERTICALLY APPLIED
STEEL DECKING "
CUROCO PATTERN #13 18
GA. COLOR: TO MATCH

PRIMARY OF BULDING
NOTE: GATES IS ALL WELDED

CONSTRUCTION - GRIND ALL

BURRS SMOOTH PRIOR TO

PRIME AND PAINT
10 Edelman
Irvine, CA, 92618
P 949.660.9128
JOB NO.:

DRAWN BY.:

PA/PM:

IRV21 -5026 -02

DETAILS
A-8.1

RCCB FRESNO DISTRIBUTION

WAREHOUSE

EAST NORTH AVENUE
FRESNO, CALIFORNIA 93725
SCALE: 1/8" = 1'-0" 1TYPICAL PARKING STALLS
SCALE: 1 1/2" = 1'-0" 4UNAUTHORIZED VEHICLE SIGNAGE
SCALE: 1 1/2" = 1'-0" 5FIRELANE ENTRY SIGNAGE
SCALE: 1 1/2" = 1'-0" 6FIRELANE SIGNAGE
SCALE: 1/2" = 1'-0" 10 TRASH ENCLOSURE GATE
SCALE: 1 1/2" = 1'-0" 12 ROOF DRAIN EXITING TO CURB
SCALE: 1 1/2" = 1'-0" 17 OVERFLOW EXITING
SCALE: 1/2" = 1'-0" 15 BOLLARD
SCALE: 1/2" = 1'-0" 14 CONCRETE LANDING
SCALE: 3/4" = 1'-0" 16 FIRE LANE CURB
SCALE: 3/8" = 1'-0" 9TRASH ENCLOSURE SECTION
SCALE: 3/16" = 1'-0" 8TRASH ENCLOSURE PLAN
SCALE: 3/4" = 1'-0" 7TYPICAL SIGN FOUNDATION
SCALE: 3/4" = 1'-0" 3TYPICAL SIGN FOUNDATION
SCALE: 1/2" = 1'-0" 2PAINTED "EV" MARKING
SCALE: 3" = 1'-0" 11 TRASH ENCLOSURE JAMB

DATE REMARKS

07.21.2022 PLANNING SUBMITTAL 02
2022-08-01 - PLANNING SUBMITTAL 02 - REV
N 00°01'00" E751.66'
S 89°42'30" W457.83'458.95'
ADJUSTED PARCEL A[Doc No. 2012-0176373]ADJUSTED PARCEL B[Doc No. 2012-0176373]

12.00' STREET EASEMENT[Doc No. 2013-0111694]

31.00' S.S.E.[Doc No. 2002-143189]

46.00' STREET EASEMENT[Doc No. 2005-291504]

10.00' TELEPHONE EASEMENT[Doc No. 2013-0123946]PARCEL 1PARCEL 2 S 00°00'50" W751.39'
N 00°00'50" E2635.69'(SOUTH)
N 89°43'30" E916.59' N 89°43'30" E2643.70'

7.917± ACRES 7.899± ACRES
458.95' 457.64'
946.78'

30.00'
S. EAST AVENUE
E. NORTH AVENUE
13 12
15 (N 89°42'30" E)

46.00' STREET EASEMENT[Doc No. 2005-291504]13
16 30.00' (946.84')
781.38'
781.66'(781.38')
N 00°00'50" E(SOUTH)751.52'
NOTES

POST INDICATOR VALVEBACK FLOW PREVENTERCATCH BASIN / DROP INLETWATER METERFIRE DEPARTMENT CONNECTION FENCE

PROPERTY LINELEGEND

RECORD INFORMATION W/ REFERENCETITLE REPORT EXCEPTION NUMBER

GASOVERHEADTELEPHONE

SANITARY SEWER
SIGN
VALVE

FIRE HYDRANT

CENTERLINEEASEMENT

UTILITY POLE W/ GUY WIRESANITARY SEWER MANHOLE

UNDERGROUND ELECTRICSTORM DRAINWATER

ADJACENT PROPERTY LINE

STORM DRAIN MANHOLEGAS METER

BUILDING LINE W/ DOOR

TRANSFORMER

ABBREVIATIONS

CLEAN OUT

TRAFFIC SIGNAL POLE
1(100.00')

EDGE OF PAVEMENT

MONUMENT LINEBUILDING OVERHANGFOUND IRON PIPE OR AS NOTED

UTILITY BOX (SIZE VARIES)

STREET LIGHTLIGHT

1.All distances shown hereon are in U.S. Survey feet and decimals thereof.2.This survey was prepared from information furnished in an ALTA Commitment for TitleInsurance, prepared by First American Title Insurance Company dated September 07,2021, Commitment No. NCS-1090608-CHI2. No liability is assumed for matters of recordnot stated in said Commitment for Title Insurance that may affect the boundary lines,exceptions, or easements affecting the property.3.The types, locations, sizes and/or depths of existing underground utilities as shown on thistopographic survey were obtained from sources of varying reliability. The contractor iscautioned that only actual excavation will reveal the types, extent, sizes, locations anddepths of such underground utilities. (A reasonable effort has been made to locate anddelineate all unknown underground utilities.) However, the surveyor can assume noresponsibility for the completeness or accuracy of its delineation of such undergroundutilities which may be encountered, but which are not shown on these drawings.4.A.P.N.:329-090-16 (PARCEL 1)329-090-17(PARCEL 2)5.Basis of Bearings:The bearing of North 00°00'50" East taken on the centerline of S. East Avenue as shownon that certain Record of Survey filed for record on May 06, 1984 in Book 33 of Record ofSurveys at Page 19, Fresno County Records was taken as the Basis of all Bearingsshown hereon.6.Benchmark:City of Fresno Benchmark "BM 566":Found Brass Disk located on the northeasterly curb return at the intersection of NorthAvenue and Cherry Street.Elevation: 280.15 feet (Vertcon) (Datum) NAVD 19887.Flood Zone Note:The subject property is shown on the Federal Emergency Management Agency FloodInsurance Rate Map, Community Panel Number 060048 2110 H, dated February 18,2009, as being located in Flood Zone "X";Areas of determined to be outside the 0.2% annual chance flood.Information was obtained from the FEMA website (www.fema.gov) on October 17, 2021.

[email protected] R. BARBER, L.S. 9097PREPARED BY OR UNDER THE SUPERVISION OFDATE

CONCRETEINDEX CONTOURCONTOURCURB

TREE W/ SIZE AND ELEVATION

CURB & GUTTER

SPOT ELEVATION
0Scale 1" = ft404080120BARBERSURVEYING, Inc.261 Boeing CourtLivermore, CA 94551(925) 344-6461

TOPOGRAPHIC SURVEY / DEMO PLAN

CTVCABLE TELEVISIONEBELECTRIC BOXEVELECTRIC VAULTEWEDGE OF WALKFNCFENCEFOMKFIBER OPTIC MARKERGLMGAS LINE MARKERGVGAS VALVELIPLIP OF GUTTERIEINVERT ELEVATIONPEDPEDESTALPVPAVEMENTRERIM ELEVATIONSDMHSTORM DRAIN MANHOLESLBSTREET LIGHT BOXSSMHSANITARY SEWER MANHOLETMHTELEPHONE MANHOLETSBTRAFFIC SIGNAL BOXUBUTILITY BOXWBWATER BOX THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.

CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEET
PA / PM:JOB NO.:DESIGNED:REMARKSDATENO.

Sheetof

FOR AND ON BEHALFOF WARE MALCOMB
DATE:PLOT DATE:PLOT DATE: suite 3004683 chabot drpleasanton, ca 94588p 925.244.9620waremalcomb.com LEADING DESIGN FOR COMMERCIAL REAL ESTATE 07/19/22
02/14/20220.2.28.2022PLANNING SUBMITTAL 0107.21.2022PLANNING SUBMITTAL 02

NOT FOR CONSTRUCTION
R E G I S T E R E D P R O F E S S I O N A L E N G I N E E RC I V I LS T A T E O F C A L I F O R N I ANR. G E R R Y L. P A R C O
July 19, 2022
IRV21-5026-01G.P.S.Y. RCCB FRESNO DISTRIBUTIONWAREHOUSEEAST NORTH AVENUE,FRESNO, CA 93725 C1.0

ROW DEDICATION TO THE CITY OF FRESNO
2022-08-01 - PLANNING SUBMITTAL 02 - REV
RCCB FRESNO DISTRIBUTIONWAREHOUSEEAST NORTH AVENUE,FRESNO, CA 93725

PRELIMINARY GRADING PLAN
2022-08-01 - PLANNING SUBMITTAL 02 - REV

FSFSFSFSFSFSFSFSFSFSFSFSFS

EV/ CLEAN AIRVANPOOLTBDNOPARKINGNOPARKING

NOPARKINGNOPARKING

EV/ CLEAN AIRVANPOOLTBDEV/ CLEAN AIRVANPOOLTBDEV/ CLEAN AIRVANPOOLTBDEV/ CLEAN AIRVANPOOLTBDEV/ CLEAN AIRVANPOOLTBDEV/ CLEAN AIRVANPOOLTBDEV/ CLEAN AIRVANPOOLTBDEV/ CLEAN AIRVANPOOLTBDEV/ CLEAN AIRVANPOOLTBDEV/ CLEAN AIRVANPOOLTBDEV/ CLEAN AIRVANPOOLTBD EV/ CLEAN AIRVANPOOLTBDEV/ CLEAN AIRVANPOOLTBDEV/ CLEAN AIRVANPOOLTBD FSFS
FSFS
FSFSFS
FSFS
FSFSFS
FSFS
FSFS
FS
FSFS
FSFS
FSFSFS

FSFSFSFSFSFSFSFSFSFSFSFS
FS
FSFSFS

FSFSFSFS

FSFSFSFSFSFSFS

FSFSFSFSFSFSFS
FS
FS
FS

FSFSFSFSFS
FSFS

NOPARKING
S. EAST AVENUE
E. NORTH AVENUE
INDUSTRIAL BUILDING FOOTPRINT: 193,750 SF

19.00'27.00'19.00'19.00'27.00'19.00'

27.00'

27.00'27.00'

19.00'

19.00'R=44'(TYPICAL)
R=56'(TYPICAL)
R=44'(TYPICAL)R=56'(TYPICAL)

19.00'27.00'19.00' 27.00'27.00'

34.00' 45.1'

36.00'

27.00'

19.00'

9.00'TYP

12.00'TYP55.00'90.00'65.00'

13.50'TYP

9.00'TYP

19.00'
R=20.00'
R=25.00'
R=15.00'
R=15.00'
R=65.00'
R=75.00' R=20.00'
R=2.5'(TYPICAL)R=2.5'(TYPICAL)
R=2.5'(TYPICAL)
R=2.5'(TYPICAL)
R=5.00'
FDC
FH FH
FH
FH

FENCE ANDAUTOMATEDGATEPROPOSEDWROUGHT IRONFENCE, SEELANDSCAPE PLANS

PROPOSEDWROUGHT IRONFENCE, SEELANDSCAPE PLANS
FIRE RISERINSIDE BUILDINGSEE MECH.PLANS
P.I.V.

DDCV

PROPOSEDWROUGHT IRONFENCE AND GATE ,SEE LANDSCAPEPLANSGATE GATE
PAINT CURB RED"FIRE LANE" TYPICAL

91.23'
170.41'
198.37'
224.99'
224.99'

88.14'

PROPOSED CHAINLINK FENCE ANDGATE

EXISTINGWROUGHT IRONFENCE, TO REMAIN

EXISTING CHAINLINK FENCE , TOREMAINPROPOSED CHAINCHAIN LINK FENCE ,AT PROPERTY LINE

EXISTINGPROPERTY LINE

PROPOSEDPROPERTY LINE
DFF TANKLOCATION200.0'
3 1
1 1
2 1
2 3
3 3 3
3 FUTUREEXPANSIONAPPROX. 2,033 SF
GATE
GATE
5 4
4 4 4 4 4
4 4
4 44
4 4
5 5
5 4 44 4 4 4
4 4BIKERACK TRANSFORMERGENERATOR55
5 5
5 LIGHT POLE-TYPICAL

PROPOSED LIGHT POLE-TYPICAL
170.58'

46.00'STREETEASEMENTLINE

32.00' 48'VARIES37.84'

46.00'STREETEASEMENTLINE

EXISTING C &G TOREMAIN

EXISTING AC CURBTO BE REMOVEDAND REPLACEDWITH C&G AND SW

12.00' STREET EASEMENT[Doc No. 2013-0111694]

31.00' S.S.E.[Doc No. 2002-143189]

46.00' STREET EASEMENT[Doc No. 2005-291504]

10.00' TELEPHONE EASEMENT[Doc No. 2013-0123946]

46.00' STREET EASEMENT[Doc No. 2005-291504]
870.25'

40.20'13.80'0.64'88.30'566'±

4.00'125.05'

EXISTING CL &SECTION LINE

SECTION LINE
PROPOSED 40'SITE ACCESS
PROPOSED 36'SITE ACCESSPER STD. P-76 &HC RAMPPER CITY STDP-29 & P-32 PROPOSED 45'SITE ACCESSPER P76

6.00'

40.00'

40.00'42.00'TO ESMT.
1 44
3 10.00'PUE

10.00'PUEPROPOSEDPROPERTY LINEP.I.V.DDCV
3 FIRE TRUCKTURN TEMPLATE-TYPICAL90.58'
237.34' PROPOSED HC RAMP PERCITY STD P-29 AND P-32PROPOSED 10'WALK PROPOSED10' WALK
PROPOSED10' WALKCONSTRUCT 5'x6' TREE WELLS PER PW STD. P-8 (MODIFIED)EXISTING RAMP TOREMAIN, MODIFYAS NECESSARY TOCOMPLY WITHCITY STD. PLANS70.24'

STOPSIGNSTOPSIGN
STOPSIGN40.27'
R=30.00'
R=30.00'
R=20.00'
R=30.00'

32.00'40.00'42.00'TO ESMT.

8.00'
6 6
6 6
6 NOTES:1.ALL SURFACE ACCESS ROAD SHALL BE INSTALLED AND MAINTAINED IN ASERVICEABLE CONDITION PRIOR TO AND DURING ALL PHASES OF CONSTRUCTION2.FIRE HYDRANTS ROADS SHALL BE INSTALLED, TESTED AND APPROVED AND SHALL BEMAINTAINED SERVICEABLE PRIOR TO AND DURING ALL PHASES OF DEVELOPMENT3.THE 4 1/2 INCH OUTLET SHALL FACE ACCESS LANE.4.PROVIDE AN EXTERIOR KNOX BOX ON THE GROUND FLOOR ADJACENT THE MAINENTRANCES AT THE HEIGHT OF 6 FEET FROM GRADE.5.ELECTRIC GATES SHALL BE PROVIDED WITH BATTERY BACK-UP.6.EMERGENCY VEHICLE ACCESS SHALL BE DESIGNATED BY PAINTING THE CURB RED(TOP AND SIDE) AND STENCILING “FIRE LANE NO PARKING” IN 3-INCH WHITE LETTERSON THE MOST VERTICAL CURB, AT LEAST EVERY 50 FEET. IF NO CURB IS PRESENT, AMINIMUM 6-INCH WIDE RED STRIPE SHALL BE PAINTED ALONG THE EDGE OF THEROADWAY WITH “FIRE LANE” IN 3-INCH WHITE LETTERS AT LEAST EVERY 50 FEET. (FFDDEVELOPMENT POLICY 403.005). INCLUDE FIRE LANE SIGNAGE/ STENCIL ON THE WESTSIDE OF THE BUILDING WHERE FUTURE EXPANSION IS TO TAKE PLACE, WEST SIDE OFTHE BUILDING. SHOWING 34 FEET WIDE AND THUS PARKING IS ALLOWED ON ONE SIDEOF THE ROAD.&NBSP7.NOTE ON PLAN: PROVIDE NOTE ON SITE PLAN: PROVIDE SIGN(S) (17 ”X22” MINIMUM) ATALL PUBLIC ENTRANCE DRIVES TO THE PROPERTY WHICH STATE “WARNING -VEHICLES STOPPED, PARKED OR LEFT STANDING IN FIRE LANES WILL BE IMMEDIATELYREMOVED AT OWNER'S EXPENSE - 22658(A) CALIFORNIA VEHICLE CODE - FRESNOPOLICE DEPARTMENT 621-7000.”8.ALL SURFACE ACCESS ROADS SHALL BE INSTALLED AND MAINTAINED IN ASERVICEABLE CONDITION PRIOR TO AND DURING ALL PHASES OF CONSTRUCTION.(FFD DEVELOPMENT POLICY 403.002)9.PROVIDE AN EXTERIOR KNOX BOX ON THE GROUND FLOOR ADJACENT THE MAINENTRANCE AT A HEIGHT OF 6 FEET FROM GRADE. KNOX BOXES SHALL BE PROVIDEDFOR BUILDINGS WHERE ANY OF THE FOLLOWING CONDITIONS EXIST: HIGH-RISEBUILDING, INTERIOR ELEVATOR (S), FIRE SPRINKLER SYSTEM WITH INTERIOR RISER(S),FIRE PUMP ROOMS, FIRE ALARM SYSTEM, UNDULY DIFFICULT ACCESS, AND/OR WHEREREQUIRED BY THE FIRE MARSHAL (OR DESIGNEE). KEYS PLACED IN THE KNOX BOXSHALL BE IDENTIFIED WITH A TAG OR LABEL. KNOX BOXES MAY BE ORDERED ON LINEAT HTTPS://WWW.KNOXBOX.COM/STORE / DEPARTMENTSEARCH.CFM.&NBSP; &NBSP; 10.CONFIRM THAT THE TURN RADIUS AT THE NORTHWEST CORNER OF PARKING LOTMEETS THE MINIMUM 44 FOOT CENTERLINE TURN RADIUS. MEASUREMENTS SHOWTHAT THE RADIUS IS IMPACTED HEADING NORTH ON THE ROAD WITH THE PCCCONCRETE PAVEMENT.&NBSP; R=44'(TYPICAL) R=56'(TYPICAL)
R=44'(TYPICAL)
6 MANUAL GATE

AUTOMATEDGATES

AUTOMATEDGATE

AUTOMATEDGATE
R=44'(TYPICAL)
R=44'(TYPICAL)
R=56'(TYPICAL)R=56'(TYPICAL)
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.

CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEET
PA / PM:JOB NO.:DESIGNED:REMARKSDATENO.

Sheetof

FOR AND ON BEHALFOF WARE MALCOMB
DATE:PLOT DATE:PLOT DATE: suite 3004683 chabot drpleasanton, ca 94588p 925.244.9620waremalcomb.com LEADING DESIGN FOR COMMERCIAL REAL ESTATE 08/01/22
02/14/20220.2.28.2022PLANNING SUBMITTAL 0107.21.2022PLANNING SUBMITTAL 02

NOT FOR CONSTRUCTION
R E G I S T E R E D P R O F E S S I O N A L E N G I N E E RC I V I LS T A T E O F C A L I F O R N I ANo. 59608G E R R Y L. P A R C O August 1,2022
IRV21-5026-01G.P.S.Y. RCCB FRESNO DISTRIBUTIONWAREHOUSEEAST NORTH AVENUE,FRESNO, CA 93725 0SCALE: 1" = 15306030'

SITE AND FIRE ACCESS PLAN
C3.0
PAVEMENT DESIGN / NOTESPCC CONCRETE PAVEMENT 8" OVER 4" AB OVER12" COMPACTED SUBGRADE WITH #4 BAR 18"EACH WAYPCC CONCRETE PAVEMENT 6" OVER 4" AB OVER12" COMPACTED SUBGRADE WITH 6x6 WWFAC PAVING TO BE DETERMINED BY TRAFFICINDEX (TI) TBD.LANDSCAPE AREAPROPOSED CONCRETE WALK / SIDEWALKINSTALL BEST PADLOCK AT GATES PER FIREDEPARTMENT REQUIREMENTS , CONTRACTORTO VERIFY TYPE PRIOR TO INSTALLATION. 010203040506
2022-08-01 - PLANNING SUBMITTAL 02 - REV

FSFSFSFSFSFSFSFSFSFS

SDSDSDSDSDSDSDSD
SD
SD
SD
SDSD

SDSDSDSDSD SDSDSD
FS
FSFSFS
FSFS
FSFSFS
FSFS
FSFS
FS
FSFS
FSFS

FSFSFSFSFSFSFSFSFS
SS

SSSSSSSS
FSFS

FSFSFSFS

FSFSFSFSFSFSFS

FSFSFSFS
FS
FS

FSFSFSFS
FS
SDSD
SD
SDSD
SDSDSD
SDSD

SDSDSDSDSDSDSDSD

SSSS SS
SSDW
DWDWDW
DWDW
SD
SD
SD
SD
SD
SD
S. EAST AVENUE
E. NORTH AVENUE
TC 282.70INV 277.08 (18"THRU)
TC 282.58INV 279.72 (12"OUT) OLR
TC 283.57INV 278.12 (15" IN)INV 277.87 (18" OUT)
262 LF ~ 18" SDS=0.003
210 LF ~ 12" SDS=0.003094 LF 12"SDSDS=0.003148 LF ~ 15" SD S=0.003 TC 283.30INV 276.47 (24" OUT)INV 276.97 (18" IN)
32 LF~ 18"SDS=0.0033
119 LF ~ 15" SDS=0.0025
TC 283.83INV 276.90 (15" IN)INV 276.90 (18" OUT) TC 284.40INV 275.98 (18"IN)INV 275.98 (24"OUT)129 LF ~ 18" SD S=0.0025 TC 282.50INV 275.73 (18" IN)INV 275.23 (24" OUT)INV 276.23 (12" IN) 102 LF ~ 18"SD S=0.0025
(E) 500 LF 48" SDS=0.00125
TC 282.5±INV 275.00 (24" IN)INV 275.00 (30" OUT)45 LF ~ 18"S=0.005 REPLACE EX 48 LF ~ 18" SDPIPE WITH 30" SD PIPEINSTALL IN SAME TRENCHS=0.030 INDUSTRIAL BUILDINGFF 286.00TC 283.30INV 276.36OLR
OLR
TC 283.50INV 278.56 (15" THRU)
EXISTING10" SS SUB
52 ~ 8" SSS=0.005
SSMHRIM 284.6INV 277.40 (8" THRU)INV 277.50 (6" IN)
32 ~ 6" SS @0.005
465 LF ~ 8" FS PVCC-900 OR EQ.

SSMHRIM 284.6INV 277.85 (8"OUT)INV 277.95 (8"IN)
92 ~ 8" SS S=0.005
250 LF ~ 12" SD PIPE AND 6"TRENCH DRAIN WITH HEAVYLOAD TRAFFIC LIDFL S=0.002 MIN.

TC 282.50INV 277.20 (12"IN)INV 277.20 (15"OUT)
RIM 280.00INV 277.67 (12" IN)INV 278.42 (15"OUT)
85 LF ~ 15" SDS=0.0025
RIM 280.00CONNECT TO12" SD PIPEINV 278.30 (12"OUT)
RIM 280.0INV 279.33(DRAIN)
TC 283.83INV 276.30 (15" IN)INV 276.30 (18" OUT)
812 (TOTAL) LF ~ 8" FS PVC C-900 OR EQ.
460 LF ~ 8" FS PVC C-900 OR EQ.
792 LF ~ 8" FS PVC C-900 OR EQ.
92 LF ~ 18" PVCS=0.005TC 283.30INV 275.25 (24" THRU)inv 276.25 (12" IN)33 LF~ 18"SDS=0.0033 34 LF~ 18"SDS=0.0033
TC 282.56INV 278.00 (12" OUT)
125 LF ~ 12" SDS=0.0140
TC 282.57INV 278.00 (12" OUT)
135 LF ~ 12" SD S=0.0131
28 LF
16 LF28 LF
1 (E)
1 01 01
01 04
0203
04 04
04 0203
06 0507
08 01
01 02 0201 01 01 02
02 02
01 01
01 02
01 0101
02 01
01 02
01 03 0303 02
04 0401
02 02 01
0103
EX 14" WEX TELEX 42" SDEX 12" SSEX 16" G
EX 66" SSEX 60" SD
EX 12" WEX TELEX TEL
EX 66" SSEX 60" SDEX SS LINE (SIZE UNKNOWN)
03SSCORIM 285.2INV 278.41 (8" OUT)
01 03
21 3
4 CAUTION:PIPE X-ING CAUTION:PIPE X-ING
CAUTION:PIPE X-ING
CAUTION:PIPE X-ING5567
7 7
77 FUTURE EXPANSIONAPPROX. 2,033 SF
09 CAUTION:PIPESX-ING
APPROX.LOCATIONOF EX 4"GAS LINE

RELOCATION EXPOWER POLE ANDGUY WIRE

NEW LOCATION OFPOWER POLE ANDGUY WIRE

10.00'PUE

10.00'PUE
6" FS
8" FS
702
01 05
050505
0505 05 05 05 05
94 LF ~ 8" SS S=0.0025
04 34 ~ 8" SS S=0.005

EX SSMHRIM 284.11INV 276.91 (EX 12"THRU)INV 277.0 ( 8" IN) NEW SSMHRIM 284.1INV 277.17 (8" THRU)
NEW SSMHRIM 284.1INV 277.43 (8" OUT)INV 277.53 (8" IN) SSCOCONNECTION TO COBY PLUMBINGCONTRACTORRIM 285.9INV 277.65 (6" OUT) 05 05 0505
122 LF ~ 8" SS S=0.0025
CONNECTION POINTTRENCH TO EX GAS LINE.SEE PLANS BY JTCONSULTANTS. 01 02243 LF ~ 18" SD S=0.0025
430 LF ~ 6" TRENCH DRAINWITH HEAVY LOAD TRAFFICLIDSLOPE AT S=0.002 MIN.

TC XXXINV 279.09 (12" IN)INV 278.84 (15" OUT)
812 (TOTAL) LF ~ 8" FS PVC C-900 OR EQ.
16 LF
0SCALE: 1" = 20408040'C4.0UTILITY PLAN KEY MAPTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.

CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEET
PA / PM:JOB NO.:DESIGNED:REMARKSDATENO.

Sheetof

NOT FOR CONSTRUCTION
R E G I S T E R E D P R O F E S S I O N A L E N G I N E E RC I V I LS T A T E O F C A L I F O R N I ANo. 59608G E R R Y L. P A R C O July 19, 2022
IRV21-5026-01G.P.S.Y. RCCB FRESNO DISTRIBUTIONWAREHOUSEEAST NORTH AVENUE,FRESNO, CA 93725 STORM DRAIN NOTESCATCH BASIN - OLD CASTLE OR EQ.SD PIPE, PVC - SDR-35 OR EQ. (HDPE COULD BEUSED IF APPROVED BY THE CITY)6" HEAVY TRAFFIC SLOTTED DRAIN FLUSHEDTHE CONCRETE PAVINGREMOVE AND REPLACE EX 18" SD PIPE WITH 30"SD PIPE , SD PIPE TO BE INSTALLED IN THESAME TRENCH WITH THE SAME PIPE SLOE ANDPOINT OF CONNECTION TO EX 60" SD PIPE 0102030405
DRY UTILITY / CONSTRUCTION NOTESAPPROX. TRANSFORMER LOCATIONAPPROX. GENERATOR PADAPPROX. LOCATION OF THE THE PROPOSEDGAS LIEN AND GAS METER, DESIGNED BYOTHERS.DEF TANK AND PADOVERHEAD LINES TO BE UNDERGROUNDPROPOSED JT ( AT&T, COM, P1) LINES - BYOTHERSLIGHT POLE - TYPICAL 01020304050607
WATER NOTESFIRE HYDRANT (FH) PER CITY STD.DOUBLE DETECTOR CHECK VALVE (DDCV)POST INDICATOR VALVE (PIV)SECTIONAL VALVEFIRE DEPARTMENT CONNECTION (FDC)FIRE RISER INSIDE BUILDINGS (PER PLUMBINGCONTRACTOR)DOMESTIC WATER METER (WM)IRRIGATION METERDOMESTIC WATER LINE TO BUILDING 01020304050607080910
SANITARY SEWER NOTES48" SSMH PER CITY STD.8" SS PIPE, PVC SDR-26 OR EQ.SS CLEANOUTS, CONNECTION TO BUILDING BYPLUMBING CONTRACTORGREASE INTERCEPTOR 01020304

ROOF DRAIN TO SPLASH BLOCK
2022-08-01 - PLANNING SUBMITTAL 02 - REV
A2 A2 A2 A2 A2
A2 A2 A2 A2 A2
A2 A2 A2 A2 A2
A2 A2 A2 A2 A2
A2 A2 A2 A2 A2
A2 A2 A2 A2 A2 PRI NTER
W/PWR.
& DATA TYGARD

TYGARD RESERVE

LAYER PIT

STAGING

WORKSTATION W/DATA
DROPS & PWR.

SHELLS/

PALLETS
ONL Y

RACKI NG
4 HIGH
FUTURE
FL OW
RACK
±200 TW O TIER
CLOCK

PRE SHIFT

LON GT ER M BI KE

ST O R A G E
MECH . R M. ELEC. RM.

LO CK ER S

BA T TE R Y

CH A RG I N G
AR E A

VOICE PICK

C H A R G E R S

DRIVER JACKS
OPP. CHARGE
(60 REQ.'D)
23 WAREHOUSE
LIFTS OPP. CHARGE
(20 REQ.'D)
50 WAREHOUSE
PJ OPP. CHARGE
(40 REQ.'D)
PWR. DROPS @
COL., TYP.

TV SCREEN
PWR. /DATA

STORAGE

CABI NET
(PROVIDED

BY OTHERS)
BREAK
ROOM
DW
R R
R
R R R
F.E.C.

VVDN
R
UP
UP
UP
UP
1 1
G G
A A
4 A4.2
1 A4.1
2 A4.1
B B
2 2
C C
D D
E E
F F
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
11 11
12 12 3
A4.2
13 13

4.2 4.6
A-2.1 A-2.2
624'-0"
52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52' -0" 52'-0" 52'-0" 310'-0"
50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 60'-0"
A-2.1 A-2.2A-2.1 A-2.2
REQUIRED EXIT.

FIRE DEPARTMENT ACCESS.

MAXIMUM TRAVEL DISTANCE.
10 Edelman
Irvine, CA, 92618
P 949.660.9128
JOB NO.:

DRAWN BY.:

PA/PM:

SHEET
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCE PT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON T HE JO B SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT C:\_Revit\5026_ARCH_astevens2030.rvt
2/14/2022 4:46:20 PM
Approver
Author
IRV21 -5026 -01

OVERALL FIRST FLOOR PLAN
A-2.0

RCCB FRESNO DISTRIBUTION

WAREHOUSE

EAST NORTH AVENUE
FRESNO, CA 93725

DATE REMARKS
100.00.2022 PLANNING SUBMITAL 01
SCALE: 1" = 30'-0" 1OVERALL FIRST FLOOR PLAN
0 15' 30' 60' 150'
1"=30' N
LEGEND
F.E.C.

VV
DN
1 1
G
A
B
2 2
C
D
E
F
3 3
4 4
5 5
6 6
7 7
3 A4.2

4.2 4.6
52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0"
26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26' -0" 26'-0" 26'-0" 26'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 60'-0"
24'-10" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 20'-4" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-10" 52'-0" 52'-0" 52'-0" 10'-10" 22'-11 1/4" 18'-2 3/4" 52'-0" 52'-0" 17'-4" 13'-6" 23'-6" 27'-0" 27'-0" 27'-0" 23'-6" 7'-6" 18'- 0" 12'-10" 27'-0" 27'-0" 23'-6" 13'-6" 27'-0"

WAREHOUSE
2 A-4.2
3 A-4.2
4 A-4.1
1 A-4.1
TYP.
2002
TYP.
2002
OFFICE
154
UNISEX
151
UNISEX
152
MENS
153

WAITING AREA
150
RAMP
10 Edelman
Irvine, CA, 92618
P 949.660.9128
JOB NO.:

DRAWN BY.:

PA/PM:

SHEET
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCE PT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON T HE JO B SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT C:\_Revit\5026_ARCH_astevens2030.rvt
2/14/2022 4:46:21 PM
Approver
Author
IRV21 -5026 -01

PARTIAL FIRST FLOOR PLAN
A-2.1

RCCB FRESNO DISTRIBUTION

WAREHOUSE

EAST NORTH AVENUE
FRESNO, CA 93725
SCALE: 1/16" = 1'-0" 1PARTIAL FIRST FLOOR PLAN

DATE REMARKS
100.00.2022 PLANNING SUBMITAL 01
0 8' 16' 32' 64'
1/16"=1'-0" N
KEYNOTES:

SEE SHEET A0.2 FOR GENERAL NOTES
2002 CONCRETE SLAB. PROVIDE VAPOR RETARDER OVER SAND BASE AT OFFICE AREA PER SOILS REPORT. PROVIDE SEALER FOR CONCRETE FLOOR AREA IN WAREHOUSE.

DW
RR
R
R R R
R
UP
UP
UP
UP
G
A
B
C
D
E
F
7 7
8 8
9 9
10 10
11 11
12 12
13 13
52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0"
26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 27'-10" 24 '-0" 24'-0" 25'-0" 29'-2 1/2" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 60'-0"
39'-10 27/32" 24'-0" 24'-0" 26'-0" 24'-0" 26'-0" 24'-0" 26'-0" 30'-0" 30'-0" 30'-8 5/32" 30'-2" 23'-6" 27'-0" 27'-0" 30'-6" 16'-6" 29'-6" 27'-10" 20 '-8" 27'-4" 20'-8" 31'-4" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0"

WAREHOUSE
2 A-4.2
3 A-4.2
4 A-4.2
1 A-4.1
2 A-4.1
3 A-4.1

WASHBAY
161
FIELD

EQUIPMENT

SERVICE
160

MAINTENANCE
BAY
162

PARTS ROOM
163
OFFICE
165

BREAK ROOM
166

REPACK CAGE
168

STORAGE CAGE
169

LUBE ROOM
162a

EMPLOYEES

REST AREA
170

ELECTRICAL
141

MECHANICAL
142
TYP.
2002
TYP.
2002
A-2.6
1 MANAGER'S
OFICE
160a
OFFICE
160b
UNISEX
167
10 Edelman
Irvine, CA, 92618
P 949.660.9128
JOB NO.:

DRAWN BY.:

PA/PM:

SHEET
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCE PT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON T HE JO B SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT C:\_Revit\5026_ARCH_astevens2030.rvt
2/14/2022 4:46:23 PM
Approver
Author
IRV21 -5026 -01

PARTIAL FIRST FLOOR PLAN
A-2.2

RCCB FRESNO DISTRIBUTION

WAREHOUSE

EAST NORTH AVENUE
FRESNO, CA 93725

DATE REMARKS
100.00.2022 PLANNING SUBMITAL 01
2002 CONCRETE SLAB. PROVIDE VAPOR RETARDER OVER SAND BASE AT OFFICE AREA PER SOILS REPORT. PROVIDE SEALER FOR CONCRETE FLOOR AREA IN WAREHOUSE.

SEE SHEET A0.2 FOR GENERAL NOTES
KEYNOTES:
0 8' 16' 32' 64'
1/16"=1'-0" N
SCALE: 1/16" = 1'-0" 1PARTIAL FIRST FLOOR PLAN
IM DW
R
RR R R
R
UP
UP
UP
1 1
G G
A A
4 A4.2
1 A4.1
2 A4.1
B B
2 2
C C
D D
E E
F F
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
11 11
12 12 3
A4.2
13 13

4.2 4.6
624'-0"
52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52' -0" 52'-0" 52'-0" 310'-0"
50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 60'-0"
A-2.4 A-2.5

OPEN TO BELOW OPEN TO
BELOW

OPEN TO ABOVE
10 Edelman
Irvine, CA, 92618
P 949.660.9128
JOB NO.:

DRAWN BY.:

PA/PM:

SHEET
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCE PT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON T HE JO B SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT C:\_Revit\5026_ARCH_astevens2030.rvt
2/14/2022 4:46:25 PM
Approver
Author
IRV21 -5026 -01

OVERALL MEZZANINE FLOOR PLAN
A-2.3

RCCB FRESNO DISTRIBUTION

WAREHOUSE

EAST NORTH AVENUE
FRESNO, CA 93725

DATE REMARKS
100.00.2022 PLANNING SUBMITAL 01
0 15' 30' 60' 150'
1"=30' N
SCALE: 1" = 30'-0" 1OVERALL MEZZANINE FLOOR PLAN
1 1
G
A
2 A4.1
B
2 2
C
D
E
F
3 3
4 4
5 5
6 6
7 7
3 A4.2

4.2 4.6
52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0"
26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26' -0" 26'-0" 26'-0" 26'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 60'-0"
24'-10" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 20'-4" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-10" 17'-4" 13'-6" 23'-6" 27'-0" 27'-0" 27'-0" 23'-6" 7'-6" 17'- 11 1/2" 12'-10 1/2" 27'-0" 27'-0" 23'-6" 13'-6" 27'-0"

WAREHOUSE
4 A-4.1
1 A-4.1
OFFICE
231

OPEN OFFICE
230
TYP.
7001
10 Edelman
Irvine, CA, 92618
P 949.660.9128
JOB NO.:

DRAWN BY.:

PA/PM:

SHEET
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCE PT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON T HE JO B SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT C:\_Revit\5026_ARCH_astevens2030.rvt
2/14/2022 4:46:26 PM
Approver
Author
IRV21 -5026 -01

PARTIAL MEZZANINE FLOOR PLAN
A-2.4

RCCB FRESNO DISTRIBUTION

WAREHOUSE

EAST NORTH AVENUE
FRESNO, CA 93725

DATE REMARKS
100.00.2022 PLANNING SUBMITAL 01
0 8' 16' 32' 64'
1/16"=1'-0" N
KEYNOTES:

SEE SHEET A0.2 FOR GENERAL NOTES
SCALE: 1/16" = 1'-0" 1PARTIAL MEZZANINE PLAN
7001 PAN FILLED STEEL STAIRS.

IM DW
R

R R R R
R
UP
UP
UP
G
A
B
C
D
E
F
7 7
8 8
9 9
10 10
11 11
12 12
3 A4.2
13 13
52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 52'-0"
26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 27'-10" 24 '-0" 24'-0" 25'-0" 29'-2" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 60'-0"
39'-10 27/32" 24'-0" 24'-0" 26'-0" 24'-0" 26'-0" 24'-0" 26'-0" 30'-0" 30'-0" 31'-1 5/32" 5'-0" 27'-0" 23'-6" 27'-0" 27'-0" 30'-6" 16'-6" 29'-6" 27'-10" 20 '-8" 27'-4" 20'-8" 31'-4"

WAREHOUSE
4 A-4.2
1 A-4.1

MEZZANINE

STORAGE
232
A-2.6
2 OPEN TO BELOW

OPEN TO
BELOW
TYP.
2027
TYP.
2028
10 Edelman
Irvine, CA, 92618
P 949.660.9128
JOB NO.:

DRAWN BY.:

PA/PM:

SHEET
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCE PT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON T HE JO B SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT C:\_Revit\5026_ARCH_astevens2030.rvt
2/14/2022 4:46:27 PM
Approver
Author
IRV21 -5026 -01

PARTIAL MEZZANINE FLOOR PLAN
A-2.5

RCCB FRESNO DISTRIBUTION

WAREHOUSE

EAST NORTH AVENUE
FRESNO, CA 93725

DATE REMARKS
100.00.2022 PLANNING SUBMITAL 01
0 8' 16' 32' 64'
1/16"=1'-0" N
KEYNOTES:

SEE SHEET A0.2 FOR GENERAL NOTES
SCALE: 1/16" = 1'-0" 1PARTIAL MEZZANINE PLAN
2027 ROOF LADDER AND ROOF HATCH ABOVE. VERIFY ROOF J OIST LOCATIONS WITH STRUCTURAL DRAWINGS.
2028 INTERIOR STEEL GUARDRAIL AND STEEL GATE FOR STO RAGE & FORKLIFT ACCESS FROM BELOW, TYP.

IM DW
R

R R R R
R DW
RR
R
R R R
G
E
F
11 12 13
OPEN COLLAB.

AREA
200
OFFICE
201
OFFICE
202
MECH. /

STORAGE
203
PHONE
204
PHONE
205

CONFERENCE
206

OPEN OFFICE
207
OFFICE
208
OFFICE
209
PHONE
210
OFFICE
211
OFFICE
212
PHONE
213
IT
214
HUDDLE #1
215
PANTRY
216

WELLNESS
217
WOMENS
218
MENS
219

TRAINING ROOM
220

STORAGE
221
G
E
F
11 12 13

WAITING AREA
101

RECEPTION
102
MECH. RM.
103

OPEN OFFICE
104

BAR/LOUNGE
AREA
105

BOARDROOM
106
UNISEX

RESTROOM
107

BREAK ROOM
108
UNISEX

RESTROOM
109
OFFICE
110
OFFICE
111
HUDDLE
112
OFFICE
113 OFFICE
114
OFFICE
115
CLOSET
116
HUDDLE #2
117 OFFICE
118
OFFICE
119
OFFICE
120

OPERATIONS
121

CASH ROOM
122
IT
123
WOMENS
125
MENS
126

DRIVER AREA
127 OPS CLOSET
124

JANITOR /
SYRUP

STORAGE
128
105b
101
121a
126 125
124
108
108a
107 109
113 114
190
191 192
112 112a
104
103
105
106
117
122
123
128
104a
120 119 118
105a
111 110
127
TYP.
7001
10 Edelman
Irvine, CA, 92618
P 949.660.9128
JOB NO.:

DRAWN BY.:

PA/PM:

SHEET
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCE PT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON T HE JO B SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT C:\_Revit\5026_ARCH_astevens2030.rvt
2/14/2022 4:46:30 PM
Approver
Author
IRV21 -5026 -01

MAIN OFFICE -FIRST AND SECOND FLOOR PLAN
A-2.6

RCCB FRESNO DISTRIBUTION

WAREHOUSE

EAST NORTH AVENUE
FRESNO, CA 93725

DATE REMARKS
100.00.2022 PLANNING SUBMITAL 01
0 4' 8' 16' 32'
1/8"=1'-0" N
KEYNOTES:

SEE SHEET A0.2 FOR GENERAL NOTES
SCALE: 1/8" = 1'-0" 2MEZZANINE - FLOOR PLAN
SCALE: 1/8" = 1'-0" 1MAIN OFFICE - FIRST FLOOR PLAN
7001 PAN FILLED STEEL STAIRS.

VISION GLASS

SPANDREL GLASS

TEMPERED GLASS
GLASS:

ALL GLASS USED ON THE ENVELOPE OF THE BUILDING TO BE: TINTED GRAY F.F.E.
0"
MEZZANINE 1900
19' -0"
T.O.P.
41' -10"
12345678910 11 12 13
MEZZANINE 1406
14' -6"
T.O.P.
43' -10"
SEE ELEVATION 3B SEE ELEVATION 3A
F.F.E.
0"
MEZZANINE 1900
19' -0"
T.O.P.
41' -10"
78910 11 12 13
MEZZANINE 1406
14' -6"
T.O.P.
43' -10"
TYP. TYP.
4005
TYP.
4016
TYP. TYP.
4001
TYP. TYP.
4006
TYP. TYP.
4005
TYP.
4012
TYP.
4020 4003
F.F.E.
0"
MEZZANINE 1900
19' -0"
T.O.P.
41' -10"
1234567
MEZZANINE 1406
14' -6"
F.F.E.
0"
MEZZANINE 1900
19' -0"
T.O.P.
41' -10"

G ABCDEF
MEZZANINE 1406
14' -6"
T.O.P.
40' -10"
TYP.
4001
TYP.
4020
TYP.
4003
TYP.
4005
TYP.
1031
10 Edelman
Irvine, CA, 92618
P 949.660.9128
JOB NO.:

DRAWN BY.:

PA/PM:

SHEET
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCE PT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON T HE JO B SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT C:\_Revit\5026_ARCH_astevens2030.rvt
2/14/2022 4:46:33 PM
Approver
Author
IRV21 -5026 -01

EXTERIOR ELEVATIONS
A-4.1

RCCB FRESNO DISTRIBUTION

WAREHOUSE

EAST NORTH AVENUE
FRESNO, CA 93725
SEE SHEET A0.2 FOR GENERAL NOTES
KEYNOTES:

DATE REMARKS
100.00.2022 PLANNING SUBMITAL 01
10 Edelman
Irvine, CA, 92618
P 949.660.9128
JOB NO.:

DRAWN BY.:

PA/PM:

SHEET
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCE PT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON T HE JO B SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT C:\_Revit\5026_ARCH_astevens2030.rvt
2/14/2022 4:46:33 PM
Approver
Author
IRV21 -5026 -01

EXTERIOR ELEVATIONS
A-4.1

RCCB FRESNO DISTRIBUTION

WAREHOUSE

EAST NORTH AVENUE
FRESNO, CA 93725
LEGEND

DATE REMARKS
100.00.2022 PLANNING SUBMITAL 01
0 15' 30' 60' 150'
1"=30'
0 8' 16' 32' 64'
1/16"=1'-0"
SCALE: 1" = 30'-0" 1OVERALL NORTH EXTERIOR ELEVATION
SCALE: 1/16" = 1'-0" 2PARTIAL NORTH EXTERIOR ELEVATION SCALE: 1/16" = 1'-0" 3PARTIAL NORTH EXTERIOR ELEVATION SCALE: 1/16" = 1'-0" 4WEST EXTERIOR ELEVATION
1031 CONCRETE RAMP, SEE CIVIL DRAWINGS.
4001 PRECAST CONCRETE WALL, PAINTED.
4003 2" REVEAL.
4005 REVEAL PATTERN AT 12", SEE SECTIONS ON SHEET XX .X. 4006 ALUMINUM STOREFRONT SYSTEM WITH 1" INSULATED GL ASS. 4012 CLERESTORY WINDOW.
4016 ALUMINUM COMPOSITE PANEL OVER COLD-FORMED STEEL
FRAMING. DESIGN BY COLD-FORMED CONTRACTOR.
4020 WALL PACK LIGHTING, SEE ELECTRICAL DRAWINGS.

VISION GLASS

SPANDREL GLASS

TEMPERED GLASS
GLASS:

ALL GLASS USED ON THE ENVELOPE OF THE BUILDING TO BE: TINTED GRAY F.F.E.
0"
MEZZANINE 1900
19' -0"
1 2 3 4 5 6 7 8 9 10 11 12 13
MEZZANINE 1406
14' -6"

4.2 4.6
T.O.P.
40' -10"
SEE ELEVATION 1B SEE ELEVATION 1A
F.F.E.
0"
MEZZANINE 1900
19' -0"
1 2 3 4 5 6 7
MEZZANINE 1406
14' -6"

4.2 4.6
T.O.P.
40' -10"
TYP.
4012 4001
TYP.
4017
TYP.
4021
4005 4003
4008 4009
TYP.
4020
TYP.
4003
TYP.
1031
F.F.E.
0"
MEZZANINE 1900
19' -0"
7 8 9 10 11 12 13
MEZZANINE 1406
14' -6"
T.O.P.
40' -10"
F.F.E.
0"
MEZZANINE 1900
19' -0"

GA B C D E F
MEZZANINE 1406
14' -6"
T.O.P.
43' -10"
T.O.P.
42' -6"
1'-8"
TYP. TYP.
4001
TYP.
4016 TYP.
4020
TYP.
4006
TYP. TYP.
4005
4010
4007
4007 4007
4021
4022 4022
10 Edelman
Irvine, CA, 92618
P 949.660.9128
JOB NO.:

DRAWN BY.:

PA/PM:

SHEET
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCE PT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON T HE JO B SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT C:\_Revit\5026_ARCH_astevens2030.rvt
2/14/2022 4:46:36 PM
Approver
Author
IRV21 -5026 -01

EXTERIOR ELEVATIONS
A-4.2

RCCB FRESNO DISTRIBUTION

WAREHOUSE

EAST NORTH AVENUE
FRESNO, CA 93725

DATE REMARKS
1031 CONCRETE RAMP, SEE CIVIL DRAWINGS.
4001 PRECAST CONCRETE WALL, PAINTED.
4003 2" REVEAL.
4005 REVEAL PATTERN AT 12", SEE SECTIONS ON SHEET XX .X. 4006 ALUMINUM STOREFRONT SYSTEM WITH 1" INSULATED GL ASS. 4007 METAL CANOPY.
4008 DOCK BUMPER.
4009 DOCK SEAL.
4010 FINISH GRADE VARIES - SEE CIVIL DRAWINGS.
4012 CLERESTORY WINDOW.
4016 ALUMINUM COMPOSITE PANEL OVER COLD-FORMED STEEL FRAMING.

DESIGN BY COLD-FORMED CONTRACTOR.
4017 PREFINISHED METAL COPING.
4020 WALL PACK LIGHTING, SEE ELECTRICAL DRAWINGS.
4021 AWNING.
4022 HYDRAULIC GLASS BI-FOLD SYSTEM.

SEE SHEET A0.2 FOR GENERAL NOTES
KEYNOTES:

LEGEND
0 15' 30' 60' 150'
1"=30'
0 8' 16' 32' 64'
1/16"=1'-0"
SCALE: 1" = 30'-0" 1OVERALL SOUTH EXTERIOR ELEVATION
SCALE: 1/16" = 1'-0" 2PARTIAL SOUTH EXTERIOR ELEVATION SCALE: 1/16" = 1'-0" 3PARTIAL SOUTH EXTERIOR ELEVATION SCALE: 1/16" = 1'-0" 4EAST EXTERIOR ELEVATION
PLANT MATERIALS LISTTREES: WATER USESYMBOL BOTANICAL NAMECOMMON NAMEWUCOLS SIZEMATURE SIZECOUNT CEDRUS DEODARADEODAR CEDARLOW15 GA90'Hx25'W37 ULMUS PARVIFOLIA 'TRUE GREEN'CHINESE ELMMED15 GA35'Hx30'W27 LAGERSTROEMIA F. 'TUSCARORA' (STD)STANDARDCRAPE MYRTLELOW15 GA25'Hx25'W36 CELTIS OCCIDENTALISCOMMON HACKBERRYMED15 GA30'Hx30'W28 QUERCUS WISLIZENIIINTERIOR LIVE OAKMED15 GA.30'Hx60'W31 SHRUBS:CALLISTEMON 'LITTLE JOHN'DWARF BOTTLEBRUSHLOW5 GA4'Hx5'W68 CISTUS SKANBERGIIROCKROSELOW5 GA3'Hx5'W128 ELEAEGNUS PUNGENSSILVERBERRYLOW5 GA.6'Hx6'W77 FRANGULA CALIFORNICA COFFEEBERRYLOW5 GA6'Hx8'W249 NERIUM OLEANDER 'PETITE SALMON'DWARF OLEANDERLOW5 GA4'Hx5'W205 NERIUM OLEANDER 'WHITE'OLEANDERLOW5 GA12'Hx12'W167 PITTOSPORUM TOBIRA 'VARIEGATA'VARIEGATED TOBIRALOW5 GA6'Hx6'W104 TEUCRIUM F. 'COMPACTA'BLUE GERMANDERLOW5 GA5'Hx5'W430 GROUND COVERS:ACACIA REDOLENS 'LOW BOY'PROSTRATE ACACIALOW1 GA@4' O.C. 18"Hx6'W7,157 SF BACCHARIS P. 'TWIN PEAKS'DWARF COYOTE BUSHLOW1 GA@3' O.C. 2'Hx8'W8,363 SF COPROSMA PETRIEI 'VERDE VISTA'COPROSMALOW1 GA@3' O.C. 2'Hx6'W9,824 SF MYOPORUM PARVIFOLIUMMYOPORUMLOW1 GA@4' O.C. 8"Hx8'W10,237 SF ROSEMARINUS 'IRENE'DWARF ROSEMARYLOW1 GA@3' O.C. 2'Hx6'W 6,900 SF PLATANUS ACERIFOLIA 'COLUMBIA'LONDON PLANETREEMED15 GA.30'Hx60'W18 LAURUS NOBILIS 'SARATOGA' (STD)SARATOGA LAURELLOW15 GA25'Hx25'W39 PERENNIALS:ANIGOZANTHOS 'BUSH BABY'KANGAROO PAWLOW1 GA2'Hx2'W137 LOMANDRA LONGIFOLIA 'BREEZE'DWARF MAT RUSHLOW5 GA3'Hx3'W104 PENNISETUM 'RUBRUM'RED FOUNTAIN GRASSLOW5 GA4'Hx4'W58

RCCB FRESNO DISTRIBUTION WAREHOUSEEAST NORTH AVENUEFRESNO, CALIFORNIA RW Stover & Associates, Inc.Landscape ArchitecturePh: 925.933.25831620 North Main Street, Suite 4Walnut Creek, CA 94596 L-2.0PLANT MATERIALS LIST,NOTES AND DETAILS
PLANT COUNT NOTE:PLANT COUNTS SHOWN ARE FOR BIDDING PURPOSES ONLY. CONTRACTOR IS RESPONSIBLEFOR ALL PLANT COUNTS PRIOR TO PLACING PLANT STOCK ORDERS.LEGEND: MULCH TYPESAPPLY 3" DEEP LAYER OF PEAR GRAVEL (1/8"-1/4" DIA.) OVER PERVIOUS WEED BARRIER IN ALLPLANTED AREAS WITHIN PROJECT, EXCEPT SITE PERIMETER AREAS, CITY RIGHT-OF-WAYSAND STREET FRONTAGE AREAS. (SEE PLANS)APPLY 3" DEEP NON-DYED RECYCLED WOOD MULCH (3" SIZE MAX.) FOR SITE PERIMETERAREAS, CITY RIGHT-OF-WAYS AND STREET FRONTAGES AREAS. (SEE PLANS)METAL HEADER SEPARATING GRAVEL MULCH AREAS FROM WOOD MULCH AREAS;SEE DETAIL THIS SHEETBG PLANTING NOTESGENERAL NOTES: The Landscape Contractor shall inspect the site and be familiar with all existing site conditions prior tosubmitting his bid. Contractor shall not willfully proceed with construction as shown when it is obvious that obstructions, landscapearea and/or grade differences exist that may not have been known during design. such conditions shall immediately be brought tothe attention of the Landscape Architect. The contractor shall assume full responsibility for all necessary revisions due to failure togive such notification. Contractor shall be responsible for making himself familiar with all underground utilities, pipes, structures andobstructions. Contractor shall take sole responsibility for all costs incurred due to damage and/or replacement of these items.Contractor shall be responsible for coordination between trades and subcontractors as required to accomplish landscapeoperations. The Landscape Contractor shall be responsible for any damage to existing facilities caused by or during theperformance of his work. All repairs shall be made at no cost to the Owner. Planting shall be installed in conformance with allapplicable local codes and ordinances by experienced workmen and a licensed Landscape Contractor who shall obtain allnecessary permits and pay all required fees.SOIL PREPARATION: The Landscape Contractor shall be responsible for finish grading and all planting area drainage. Positivedrainage away from the building as per city codes shall be maintained. No low spots which hold standing water will be accepted.The Landscape Contractor shall incorporate soil preparation amendment into planting areas as noted below. Where rototilling is notpossible, incorporate soil amendments into top 6 inches with hand tools. After installation of irrigation system, all planting areas areto be fine graded to within 2 inches and slightly mounded away from edges of top of planter, curb, walk, header, etc. and rakedsmooth with all rocks and debris over 1 inch in diameter removed. Finish grade of planter islands and fingers shall have a crownwith a 2% slope down to surrounding grade,walk or top of curb with a 1" lip. Planters adjacent to buildings where a crown cannot beinstalled will require subdrains if adequate surface drainage can not to be achieved.PLANTER PREPARATION: All planters in areas which have been compacted, such as adjacent to buildings and in parking lots,shall be de-compacted to the following depths: planters less than (3) feet wide relieved to min. 24" below subgrade, planters (3-10)feet shall be relieved to a min. of 18" below subgrade, planters more than (10) feet wide shall be relieved to a min. depth of 12"below subgrade. Planters 10' wide or less in locations that do not allow normal percolation of 24-36 hours max. shall have drainpipes connected to the storm drain system or dry wells installed as determined necessary by City Community Development Dept.SOIL MANAGEMENT REPORT:A. The Contractor shall submit soil samples to the laboratory for analysis and recommendations.1. Soil sampling shall be conducted in accordance with the laboratory protocol, including protocols regarding adequate samplingdepth for the intended plants.2. Soil analysis may include:a. Soil textureb. Infiltration rate determined by laboratory test or soil infiltration rate tablec. pHd. Total soluble saltse. Sodiumf. Percent organic matterg. RecommendationsB. Contractor shall submit soil report and recommendations to the City as part of the certificate of completion.C. The soil analysis report shall be made available, in a timely manner, to the professionals preparing the landscape design plansand irrigation design plans to make any necessary adjustments to the design plans and if required, submitted to the City prior toapplication.D. The contractor shall submit documentation verifying implementation of the soil analysis report recommendations to the City withcertificate of completion.SOIL PREPARATION AMENDMENTS AND BACKFILL MIX: (THE FOLLOWING SOIL AMENDMENT PREPARATIONS ARE FORBID PURPOSES ONLY, CONTRACTOR TO CONDUCT SOILS FERTILITY ANALYSIS TEST AND SUBMIT RESULTS TO CITYPRIOR TO IMPLEMENTING TEST RESULTS RECOMMENDATIONS) The Landscape Contractor shall amend existing soil, byrototilling, 6 cu. yd. CCW 'Super Humus' compost and 20 lbs. organic fertilizer 'Phyta-Boost' 7-2-1 per 1,000 sq. ft . into the top 6inches of soil in all planting areas. (or equal) Pit Planting Mix: for trees and shrubs mix 1/3 compost amendment and 2/3 amendedtopsoil as noted above.TREE PLANTING: (THE FOLLOWING SOIL AMENDMENT PREPARATIONS ARE FOR BID PURPOSES ONLY, CONTRACTORTO CONDUCT SOILS FERTILITY ANALYSIS TEST AND SUBMIT RESULTS TO CITY PRIOR TO IMPLEMENTING TESTRESULTS RECOMMENDATIONS). The trees are to be planted as per detail on plan. Trees shall typically be located a minimum of4 feet from curbs, walks, headers, buildings, overheads, and other trees within the project. backfill shall be the 'Pit Planting Mix' asnoted above. All trees shall receive organic fertilizer 'Phyta Boost' 7-1-2 -pelleted (or equal) for 15 gallon trees: 1 lb., 1/ 2 lb.for 5gallon trees and shrubs: Mix fertilizer with backfill soil and thoroughly water trees immediately after planting.SCREENING PLANT SIZE MINIMUMS: Evergreen trees required for screening purposes shall be no less than 6 feet in height attime of planting. Shrubs required for screening purposes shall be at least 24" in height at time of planting.ROOT BARRIERS: All trees planted within 8' of a paved surface shall receive a linear type root barrier 18" deep and 10' longcentered on the tree trunk. (See detail)SHRUB PLANTING: (THE FOLLOWING SOIL AMENDMENT PREPARATIONS ARE FOR BID PURPOSES ONLY,CONTRACTOR TO CONDUCT SOILS ANALYSIS TEST AND SUBMIT RESULTS TO CITY PRIOR TO IMPLEMENTING TESTRESULTS RECOMMENDATIONS). The shrubs shall be spotted as per plan and the locations approved prior to the digging of theholes. Shrub backfill shall be the 'Pit Planting Mix' as noted in 'Backfill soil mixes'. All shrubs shall receive 'Phyta-Boost 7-1-2organic fertilzer-pelleted.(or equal) at the following rates: For 5 gallon shrubs:1/2 lb. for, 1 gallon shrubs:1/4 lb. Mix fertilizerl withbackfill soil and thoroughly water shrubs immediately after planting. Do not plant any plant within 2'0" of any building wall.MULCHING WITHIN CITY RIGHT-OF-WAY AND PERIMETERS: Mulch all planting areas, having a slope less than 2:1 with a 3inch minimum depth of recycled wood fiber, non-dyed with a PH of no higher than 5.0. and free of noxious weeds and foreignmaterials. Available from 'Re-User Inc.' or approved equal. Keep 1" away from stems of plants to avoid smothering and rot while stillcovering rootball.MULCHING ON-SITE: Mulch all parking islands, end-caps, and planters adjoining parking areas or pedestrian walks with 3" deeppea gravel, tan-gray tones 1/8"-1/4" dia. Provide sample for approval prior to installation. Keep 1" away from stems of plants toavoid smothering and rot while still covering rootball.MAINTENANCE: The Contractor shall maintain the project for 90 days (or as requested by owner) following the approval to beginthe maintenance period. During the entire maintenance period, watering, cultivating, weeding, mowing, repair/tightening of stakesand ties, restoration of basins, provision of supplemental water by hand in addition to irrigation system as necessary. Nopre-emergence herbicides shall be applied- hand remove weeds. Only organic fertilizers shall be applied such as those specifiedabove. Install per manufacturer's recommendations. At the end of the 90 day maintenance period all areas are to be weed free andall plant material is to be in a healthy, thriving condition. Integrated pest management practices shall be implemented.SUBSTITUTIONS: Requests for substitutions of plant varieties shall be made to the Landscape Architect within 15 days aftersigning of contract.GUARANTEE: All construction, trees and shrubs by the Landscape Contractor and/or his subcontractors shall be guaranteed for (1)one year after beginning of maintenance period. The contractor shall replace, at no expense to the Owner, any and all landscapematerials that are in an unacceptable condition for time of use, and trees or shrubs that are dead or not in a vigorous, healthygrowing condition; within two weeks of notification of such condition. Replacement shall be of the same kind and size as theoriginally specified item and shall be replaced as originally described on the drawings. The Contractor shall not be held liable forloss of plant materials during the guarantee period due to vandalism, accidental causes or acts of neglect by others than theContractor, his agents and employees.CLEAN UP: At the end of each work day, at the inspection for substantial completion and before acceptance of project, clean pavedareas that are dirtied or stained by construction operations, by sweeping or washing, and remove defacements and stains. Removeconstruction equipment, excess materials and tools. Haul from Owners property the debris resulting from construction, and disposeof legally. Remove remaining temporary protection at time of acceptance by Owner unless otherwise agreed.FERTILIZERS: Available California Organics Fertilizers 1-800-269-5690 www.organicag.comCompost available from Contra Costa Waste Management: www.contracostawaste.comMETAL EDGING HEADER: Install metal edging at edges of improved landscape and undeveloped property to delineate betweenmaintained and natural areas. See plan for (H) location and detail this sheet.UTILITY SCREENING: All ground mounted utility equipment including air conditioners, transformers, backflow preventers, or similarequipment shall be screened with shrubs. Landscape architect may adjust final locations of plant materials based on field conditionsand final locations of equipment. 10'10'

PAVED SURFACECURB OR PAVED SURFACE

SMALL PLANTER WITHROOT BARRIER ON ALL SIDES

PLANTER

STEEL LANDSCAPE EDGING
TAPERED STEEL STAKES ONEXTERIOR SIDE OF GRAVEL MULCHAREA 5 STAKES PER 16' SECTION GRAVEL MULCH SIDE 1 /2" BELOW TOPOF EDGING. COMPACT ALONG EDGING STEEL EDGINGEXTERIOR SIDE: SOIL TO BE1 /4" BELOW TOP OF EDGINGCOMPACTED.BARK MULCH TO BE 1" BELOW TOPOF EDGING

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.NOTES:2. STEEL EDGING TO BE 1 /8" THICKNESS X 4" X 16' 3. EDGING TO BE 'SURE LOC' 800-787-3562 OR APPROVED EQUAL. www.surelocedging.com HCITY OF FRESNO TREE REQUIREMENTS:1. PROVIDE STREET TREES AT A MAXIMUM SPACING OF 40 FT. ON CENTER; STREET TREES PROVIDED AT 30 FT. ON CENTER SPACING.2. ALL TREES SHALL BE A MINIMUM OF 15 GALLON CONTAINER STOCK SIZE; SO PROVIDED.3. PROVIDE A MINIMUM OF ONE TREE PER 10,000 SQUARE FEET OF LOT COVERAGE. LOT SIZE IS 643,817 SQ. FT.; PROVIDE REQUIRED MINIMUM OF 65 TREES; 167 TREES PROVIDED.4. PROVIDE SUFFICIENT TREE CANOPY COUNT AT PARKING AREAS, SUCH THAT A MINIMUM OF 50% OF PARKING LOT AREA IS SHADED IN 15 YEARS.

FSFS
FSFS
FSFS
FSFS
FS
FSFS

FSFSFSFSFSFSFSFSFSFSFSFS

SDSDSDSD
SD

SDSDSDSD SDSDSDSDSDSDSDSDSD
SD
SDSD
SD
SDSDSD
SD
SDSD
SD
SD
FS
FS
FSFS
FSFS
FS
FS

FSFSFSFSFSSD
SD

SDSDSDSD
46' R.O.W.E. NORTH AVENUE

PROPOSED BUILDING
35' O.C. TYP.
30' O.C. (TYP.)
G BHH
HH
BBB
B
B

CONCRETE PAVING

CONCRETE PAVING
B
G
GG
G
GG

FSFSFSFSFSFSFSFSFSFSFS

FSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS

EV/ CLEAN AIRVANPOOLTBDNOPARKINGNOPARKING

NOPARKINGNOPARKING

SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SD

SDSDSDSDSD

SDSDSDSD
SD

SDSDSDSDSDSDSDSDSDSD SDSDSDSDSDSDSDSD

SDSDSDSDSDSDSDSDSDSDSD
SDSD

FSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS

FSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS
SSSSSS

SSSSSSSSSSSSSSSSSSSSSS

FSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS FSFS
FS
FS
FS
FS
FSFS
FSFS

FSFSFSFSFSFS
DWDWDW

SDSDSDSDSDSD

SDSDSDSD

SDSDSDSDSDSDSD

SDSDSDSDSD

SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SSSSSS

NOPARKING
FSFSFS
SS
SS
46' R.O.W.
31' S.S.E.
10' TELEPHONE ESMNT
E. NORTH AVENUEE. NORTH AVENUE
S. EAST AVENUES. EAST AVENUE

PROPOSED BUILDINGPROPOSED BUILDING

PROPOSED BUILDINGPROPOSED BUILDING
35' O.C. TYP.
35' O.C. (TYP.)35' O.C.
35' O.C.
30' O.C. (TYP.)
30' O.C. (TYP.)30' O.C. (TYP.)
30' O.C. (TYP.)
G BHH
HH
HH
H
H
H
H
H
H
H
H
BBBBB
B
B
B
B
B
B
B
B
B
B
B

CONCRETE PAVING

CONCRETE PAVING
B
G
GGGG
G GG G
G
G
GGGGG
G
G
G
G
G
G
G

G G G G
H 12'
GB
3" DEEP LAYER OF 1-3/8"Ø CRUSHED GOLD GRAVEL W/CONTINUOUS WEED BARRIER AND PERIMETER METALHEADER ALONG TRUCK TRALER PARKING STALLS3" DEEP LAYER OF 1-3/8"Ø CRUSHED GOLD GRAVEL W/CONTINUOUS WEED BARRIER AND PERIMETER METALHEADER ALONG TRUCK TRALER PARKING STALLS5' 5' 8'
8'
8'
REFER TO SHEET L-2.0 FOR PLANT MATERIALS LIST, NOTES AND DETAILS

RCCB FRESNO DISTRIBUTION WAREHOUSEEAST NORTH AVENUEFRESNO, CALIFORNIA RW Stover & Associates, Inc.Landscape ArchitecturePh: 925.933.25831620 North Main Street, Suite 4Walnut Creek, CA 94596 SITE MAPL-2.1PLANTING PLAN
MATCHLINE SEE SHEET L-2.4
MATCHLINE SEE SHEET L-2.2
REFER TO SHEET L-2.0 FOR PLANT MATERIALS LIST, NOTES AND DETAILS

FSFSFSFSFSFSFSFSFSFSFS

FSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS

EV/ CLEAN AIRVANPOOLTBDNOPARKINGNOPARKING

NOPARKINGNOPARKING

SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SD

SDSDSDSDSD

SDSDSDSD
SD

SDSDSDSDSDSDSDSDSDSD SDSDSDSDSDSDSDSD

SDSDSDSDSDSDSDSDSDSDSD
SDSD

FSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS

FSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS
SSSSSS

SSSSSSSSSSSSSSSSSSSSSS

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FS
FS
FS
FS
FSFS
FSFS

FSFSFSFSFSFS
DWDWDW

SDSDSDSDSDSD

SDSDSDSD

SDSDSDSDSDSDSD

SDSDSDSDSD

SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SSSSSS

NOPARKING
FSFSFS
SS
SS
46' R.O.W.
31' S.S.E.
10' TELEPHONE ESMNT
E. NORTH AVENUEE. NORTH AVENUE
S. EAST AVENUES. EAST AVENUE

PROPOSED BUILDINGPROPOSED BUILDING

CONCRETE PAVING

CONCRETE PAVING
B
G
GGGG
G GG G
G
G
GGGGG
G
G
G
G
G
G
G

EV/ CLEAN AIRVANPOOLTBD

NOPARKINGNOPARKING

SDSDSDSDSDSDSDSDSD
SD
SD
SD
SD
SDSD
FSFSFS
FSFS
FSFS
FS
FSFS
FSFS
FSFSFS
FSFS
FS

FSFSFSFSFSFSFSFSFSFSSSSSSSSSSS
FSFS
FSFS
DWDWDW
SDSDSD
SDSD

SDSDSDSDSDSDSD

NOPARKING
FSFS
SS
SS
31' S.S.E.E. NORTH AVENUE
S. EAST AVENUE

PROPOSED BUILDING
35' O.C. (TYP.)
35' O.C.

HH
H
H
H
BB
B
B
B
GG
G GG G
G GGG
GG

RCCB FRESNO DISTRIBUTION WAREHOUSEEAST NORTH AVENUEFRESNO, CALIFORNIA RW Stover & Associates, Inc.Landscape ArchitecturePh: 925.933.25831620 North Main Street, Suite 4Walnut Creek, CA 94596 SITE MAPL-2.2PLANTING PLAN
MATCHLINE SEE SHEET L-2.3
MATCHLINE SEE SHEET L-2.1
REFER TO SHEET L-2.0 FOR PLANT MATERIALS LIST, NOTES AND DETAILS

SDSDSDSDSDSDSD

FSFSFSFSFSFSFSFSFSFSFS
SSSS
SS

SSSSSSSSSSSSSS
FS

FSFSFSFSFSFSFS

FSFSFSFS

FSFSFSFSFSFS
FS

SDSDSDSDSD
SDSD

SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SSSSSSS. EAST AVENUE

PROPOSED BUILDING
35' O.C.
30' O.C. (TYP.)
H
H
H
H
H
B
B
B
G
G
G
G
G
G G
B
3" DEEP LAYER OF 1-3/8"Ø CRUSHED GOLD GRAVEL W/CONTINUOUS WEED BARRIER AND PERIMETER METALHEADER ALONG TRUCK TRALER PARKING STALLS5' 8'

FSFSFSFSFSFSFSFSFSFSFS

FSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS

EV/ CLEAN AIRVANPOOLTBDNOPARKINGNOPARKING

NOPARKINGNOPARKING

SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SD

SDSDSDSDSD

SDSDSDSD
SD

SDSDSDSDSDSDSDSDSDSD SDSDSDSDSDSDSDSD

SDSDSDSDSDSDSDSDSDSDSD
SDSD

FSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS

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FS
FS
FS
FS
FSFS
FSFS

FSFSFSFSFSFS
DWDWDW

SDSDSDSDSDSD

SDSDSDSD

SDSDSDSDSDSDSD

SDSDSDSDSD

SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SSSSSS

NOPARKING
FSFSFS
SS
SS
46' R.O.W.
31' S.S.E.
10' TELEPHONE ESMNT
E. NORTH AVENUEE. NORTH AVENUE
S. EAST AVENUES. EAST AVENUE

PROPOSED BUILDINGPROPOSED BUILDING

CONCRETE PAVING

CONCRETE PAVING
B
G
GGGG
G GG G
G
G
GGGGG
G
G
G
G
G
G
G

RCCB FRESNO DISTRIBUTION WAREHOUSEEAST NORTH AVENUEFRESNO, CALIFORNIA RW Stover & Associates, Inc.Landscape ArchitecturePh: 925.933.25831620 North Main Street, Suite 4Walnut Creek, CA 94596 SITE MAPL-2.3PLANTING PLAN
MATCHLINE SEE SHEET L-2.2
MATCHLINE SEE SHEET L-2.4
REFER TO SHEET L-2.0 FOR PLANT MATERIALS LIST, NOTES AND DETAILS

FSFSFSFSFSFSFSFSFSFSFS

FSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS

EV/ CLEAN AIRVANPOOLTBDNOPARKINGNOPARKING

NOPARKINGNOPARKING

SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SD

SDSDSDSDSD

SDSDSDSD
SD

SDSDSDSDSDSDSDSDSDSD SDSDSDSDSDSDSDSD

SDSDSDSDSDSDSDSDSDSDSD
SDSD

FSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS

FSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS
SSSSSS

SSSSSSSSSSSSSSSSSSSSSS

FSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS FSFS
FS
FS
FS
FS
FSFS
FSFS

FSFSFSFSFSFS
DWDWDW

SDSDSDSDSDSD

SDSDSDSD

SDSDSDSDSDSDSD

SDSDSDSDSD

SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SSSSSS

NOPARKING
FSFSFS
SS
SS
46' R.O.W.
31' S.S.E.
10' TELEPHONE ESMNT
E. NORTH AVENUEE. NORTH AVENUE
S. EAST AVENUES. EAST AVENUE

PROPOSED BUILDINGPROPOSED BUILDING

CONCRETE PAVING

CONCRETE PAVING
B
G
GGGG
G GG G
G
G
GGGGG
G
G
G
G
G
G
G

FSFSFSFSFSFSFSFSFSFSFSSDSDSDSDSDSDSD

FSFSFSFS

FSFSFSFSFSFSFS

FSFSFSFSFSFSFS
FSFS

FSSDSDSD

SDSDSDSDSDSDSDSDSDSDSD
10' TELEPHONE ESMNT

PROPOSED BUILDING
30' O.C. (TYP.)
30' O.C. (TYP.)
B
B
B

CONCRETE PAVING

CONCRETE PAVING
G G
H 12'
G
3" DEEP LAYER OF 1-3/8"Ø CRUSHED GOLD GRAVEL W/CONTINUOUS WEED BARRIER AND PERIMETER METALHEADER ALONG TRUCK TRALER PARKING STALLS5' 8'
8'

RCCB FRESNO DISTRIBUTION WAREHOUSEEAST NORTH AVENUEFRESNO, CALIFORNIA RW Stover & Associates, Inc.Landscape ArchitecturePh: 925.933.25831620 North Main Street, Suite 4Walnut Creek, CA 94596 SITE MAPL-2.4PLANTING PLAN
MATCHLINE SEE SHEET L-2.1
MATCHLINE SEE SHEET L-2.3
REFER TO SHEET L-2.0 FOR PLANT MATERIALS LIST, NOTES AND DETAILS FSFS
FS

FSFSFSFS

FSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS

EV/ CLEAN AIRVANPOOLTBDNOPARKING

NOPARKING

NOPARKINGNOPARKING

SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSD
SDSDSD
SD

SDSDSDSD
SD

SDSDSDSDSDSDSDSDSDSD SDSDSDSDSDSDSDSDSD
SDSDSD
SDSDSD
SDSDSD
SD
SDSD
FSFSFS
FSFSFS

FSFSFSFS
FSFSFS

FSFSFSFSFSFSFS
FSFSFS
FS

FSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS
SSSSSS

SSSSSSSSSSSSSSSSSSSSSS
FSFS

FSFSFSFSFSFSFSFSFSFSFS

FSFSFSFSFSFSFSFSFSFSFS
FSFSFS

FSFSFSFSFSFSFSFS
FSFS
FS FS
FS
FS
FSFS
FSFS

FSFSFSFSFSFS
DW
DW
DW
SDSDSD
SDSDSD

SDSDSDSD

SDSDSDSDSDSDSD

SDSDSDSDSD

SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SSSSSS

NOPARKING
FSFSFS
SS
SS
46' R.O.W.
31' S.S.E.
10' TELEPHONE ESMNT
E. NORTH AVENUEE. NORTH AVENUE
S. EAST AVENUES. EAST AVENUE

PROPOSED BUILDINGPROPOSED BUILDING

PROPOSED BUILDINGPROPOSED BUILDING
PARKING LOT SHADE SYMBOLS: HATCH PATTERN REPRESENTS PAVED AREA OF PARKING LOT INCLUDING PARKING STALLS, MANUEVERING AREAS, AND DRIVEWAYS MATURE TREE CANOPY SHADE CREDIT

FSFSFSFS

FSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS

EV/ CLEAN AIRVANPOOLTBDNOPARKING

NOPARKING

NOPARKINGNOPARKING

SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSD
SDSDSD
SD

SDSDSDSD
SD

SDSDSDSDSDSDSDSDSDSD SDSDSDSDSDSDSDSDSD
SDSDSD
SDSDSD
SDSDSD
SD
SDSD
FSFSFS

FSFSFSFSFSFSFS
FSFSFS

FSFSFSFS
FSFSFS

FSFSFSFS

FSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS
SSSSSS

SSSSSSSSSSSSSSSSSSSSSS

FSFSFSFSFSFSFS

FSFSFSFSFSFSFSFSFSFSFS

FSFSFSFSFSFSFSFSFSFSFSFSFSFS
FSFSFS
FSFS
FS FS
FS
FS
FSFS
FSFS

FSFSFSFSFSFS
DW
DW
DW
SDSDSD
SDSDSD

SDSDSDSD

SDSDSDSDSDSDSD

SDSDSDSDSD

SDSDSDSDSDSDSDSDSD

SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SSSSSS

NOPARKING
FSFSFS
SS
SS
46' R.O.W.
31' S.S.E.
10' TELEPHONE ESMNT
E. NORTH AVENUEE. NORTH AVENUE
S. EAST AVENUES. EAST AVENUE

PROPOSED BUILDINGPROPOSED BUILDING

RCCB FRESNO DISTRIBUTION WAREHOUSEEAST NORTH AVENUEFRESNO, CALIFORNIA RW Stover & Associates, Inc.Landscape ArchitecturePh: 925.933.25831620 North Main Street, Suite 4Walnut Creek, CA 94596 L-2.6HYDROZONE PLAN
REFER TO SHEET L-2.0 FOR PLANT MATERIALS LIST, NOTES AND DETAILS LEGEND: HYDROZONE WATER USELOW WATER USE USE ZONE (SHRUBS AND GROUND COVER)INLINE DRIP ONGRADE APPLICATIONMODERATE WATER USE ZONES (TREES)LOW PRECIPITATION BUBBLERS POINT-OF-CONNECTION TO WATER SUPPLY:2" POTABLE WATER METER WITH BACKFLOWUNIT AND FLOW SENSOR/MASTER VALVE ASSEMBLY

PEDESTAL-MOUNT CONTROLLER LOCATION

WIRELESS WEATHER SENSOR MOUNTEDON BUILDING ROOF EAVELINE

Fresno City CouncilMarch 30, 2023

Fresno City Council
March 30, 2023