LANDS OF OLIVER PROPERTIES, LLC
LANDS OF DEPARTMENT OF FISH &GAME
2002-132615 OR
WB-65
INDOT 2013 (US)
(c) 2020 T ran sof t S ol uti o ns, Inc. Al l rig ht s re se rved .
BUILDING AREA - 116,844 SF
AC PAVING
AC
PAVING
RELOCATE
THE BAY
TRAIL
STORM WATER TREATMENT AREA
LANDSCAPE
BAY TRAIL
BAY TRAIL
LANDSCAPE
BAY TRAIL
20' - 0"
65' - 1"
125' - 0"
30' - 6"
19' - 0"
13' - 0"
18' - 0"
LANDSCAPE
LANDSCAPE
34' - 0"
19' - 0"
EASEMENT
20' - 0"
18' - 0"
19' - 0"
30' - 0"
30' - 0"
OFFICE
PROPERTY
LINE
FIRE
PUMP
ROOM
ELECTRICALROOM
60' - 0"
109' - 0"
250' - 0"
45' - 0"
272' - 0"
T
1 1
2 9
1 10
4 3
1 1
3 6
50' - 0"
8 CALIFORNIA STATE HIGHWAY 92
15 21
27 33
39 45
51 57
63 67
73 79
9 11
5 46' - 9 1/2"
12 10
10 STIPULATION #4 ARCHIMEDES
SCREW RELOCATION
STIPULATION #5 INTERPRETIVE
PANEL BUILT FROM SALVAGE
MATERIALS
EASEMENT
10' - 0"
EASEMENT
10' - 0"
20' - 0"
ZONING: IP- INDUSTRIAL PARK
APN: 461-0085-020-02
NORTH SITE AREA
GROSS: 6.83 AC
297,762 SF
DETENTION: @3.4% 8,743 SF
SLOPE: 0 SF
EASEMENTS:
LANDSCAPE: @16% 45,840 SF
NET: 5.58 AC
243,179 SF
BUILDING FOOTPRINT: 116,844 SF
NORTH BUILDING USE:
WAREHOUSE 114,059 SF
OFFICE 2,785 SF
COVERAGE:
GROSS: 38%
NET: 47%
PARKING REQUIRED:
WAREHOUSE 1/2000 SF 58 STALLS
OFFICE 1/250 SF 11 STALLS
TOTAL 69 STALLS
PARKING PROVIDED:
AUTO: 79 STALLS
REQ. ACCESSIBLE 2 STALLS
REQ. EV 2 STALLS
BIKE STALL 2 STALLS
BIKE LOCKER 2 SPACES
BUILDING TRUCK DOCKS:
10X10 DOCK - HIGH OH DOORS 7
12X10 GRADE LEVEL OH DOORS 1
T
X
TRANSFORMER WITH CONCRETE PAD
PARKING STALL COUNT TOTAL
DOCK HIGH TRUCK DOOR
26' FIRE LANE
GRADE LEVEL TRUCK DOOR
PROPERTY LINE
LANDSCAPE
EASEMENT
SHEET NO:
KEY PLAN:
ITEM: REVISION/ISSUE: DATE:
THIS DOCUMENT, AND THE INFORMATION CONTAINED HEREIN, ARE THE SOLE PROPERTY OF ATI ARCHITECTS AND ENGINEERS. ANY USE OR MODIFICATIONS OF THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF ATI ARCHITECTS + ENGINEERS, IS STRICTLY PROHIBITED.
DSA:
PROFESSIONAL STAMP:
3050 Pullman Street Costa Mesa, CA 92626 - T 714.338.1600 3009 Douglas Blvd #290 Roseville, CA 95661 - T 916.772.1800 4750 Willow Road #250 Pleasanton, CA 94588 - T 925.648.8800 AGENCY APPROVAL:
CONSULTANT:
BIM 360://U-Haul Hayward/U-Haul Hayward_rshahQ3EL2.rvt
3/12/2021 11:41:04 AM
SITE PLAN
A-100
U-HAUL COMPANY OF
EAST BAY
4150 POINT EDEN WAY
Owner
PROJECT NO: U2301
DRAWN BY: RS CHECKED BY: RFT
DATE: 01/18/2021
1" = 40'-0"1 SITE PLAN
IRRIGATED AREA, SEE LANDSCAPE L1.01
ACCESSIBLE ENTRY SIGNAGE
CONCRETE PAVEMENT
BIKE RACK, SEE DETAIL 8/A-602
BIKE LOCKERS
TRASH ENCLOSURE PER CITY STANDARDS, SEE DETAIL 3/A-602
N/A
EXISTING FENCE TO BE REMOVED
FIRE LANE ENTRY SIGNAGE
ACCESSIBLE CURB RAMP WITH TRUNCATED DOMES
SIDE WALK
EASEMENT AS PER CITY REQUIREMENTS
PROJECT DATA
KEY NOTES
SITE LEGEND
1 2
3 4
5 6
7 8
9 GENERAL NOTES
A P LA N N IN G SU BM IT T A L 0 1 / 2 7 /2 0
B P LA N N IN G R ESU BM IT T A L 0 4 /2 4 /2 0
NORTH
PLAN
10 11
12 Attachment VI
WB-65
INDOT 2013 (US)
(c) 2020 Transof t Solutions, Inc. All rights reserved.
PROPERTY LINE
PROPERTY LINE
POIN T EDEN
WAY
BIOSWALE
BAY TRAIL
LANDSCAPE
BAY TRAIL
LANDSCAPE
20' - 0"
35' - 0"
19' - 0"
40' - 0"
18' - 0"
39' - 0"
34' - 0"
19' - 0"
30' - 0"
A-601
11 FIRE PUMP ROOM
ELECTRICAL ROOM
9 15
T
21 27
33 39
45 12
1 1
1 1
45 6
50' - 0"
CALIFORNIA STATE HIGHWAY 92
3 7
9 SPACES
8 9
T
X
TRANSFORMER WITH CONCRETE PAD
PARKING STALL COUNT TOTAL
DOCK HIGH TRUCK DOOR
26' FIRE LANE
GRADE LEVEL TRUCK DOOR
PROPERTY LINE
ACCESSIBLE PATH OF TRAVVEL 1:20 MAX. SLOPE, 2%
MAX CROSS SLOPE
LANDSCAPE
SHEET NO:
KEY PLAN:
ITEM: REVISION/ISSUE: DATE:
THIS DOCUMENT, AND THE INFORMATION CONTAINED HEREIN, ARE THE SOLE PROPERTY OF ATI ARCHITECTS AND ENGINEERS. ANY USE OR MODIFICATIONS OF THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF ATI ARCHITECTS + ENGINEERS, IS STRICTLY PROHIBITED.
DSA:
PROFESSIONAL STAMP:
3050 Pullman Street Costa Mesa, CA 92626 - T 714.338.1600 3009 Douglas Blvd #290 Roseville, CA 95661 - T 916.772.1800 4750 Willow Road #250 Pleasanton, CA 94588 - T 925.648.8800 AGENCY APPROVAL:
CONSULTANT:
BIM 360://U-Haul Hayward/U-Haul Hayward_rshahQ3EL2.rvt
4/24/2020 5:39:37 PM
ENLARGED SITE
PLAN
A-101
U-HAUL COMPANY OF
SAN FRANCISCO
4150 POINT EDEN WAY
Owner
PROJECT NO: U2301
DRAWN BY: Author CHECKED BY: Checker
DATE: 03/30/2020
1" = 20'-0"1 ENLARGED SITE PLAN
1 LANDSCAPE IRRIGATED AREA, SEE L1.01
ACCESSIBLE ENTRY SIGNAGE
CONCRETE PAVEMENT
BIKE RACK , SEE DETAIL 8/A602
BIKE LOCKER
TRANSFORMER
FENCE
PEDESTRIAN ACCESS TO BAY TRAIL
EMPLOYEE AMENITY AREA, SEE L1.01
2 3
KEY NOTES
SITE LEGEND
A PLA N N IN G SU BM IT T A L 0 1 /2 7 /2 0
B PLA N N IN G R ESU BM IT T A L 0 4 /2 4 /2 0
4 5
6 7
8 9
Attachment IV
LANDS OF OLIVER PROPERTIES, LLC
4150 POINT EDEN WAY
LANDS OFJON K TAKATA INVESTMENTS, LLCPARCEL 6
TRACT NO. 4019
LANDS OFSTATE OF CALIFORNIAPARCEL MAP 1042
N21°53'36"W
34.00' TIE
LANDS OF DEPARTMENT OF FISH &GAME
2002-132615 OR
Gravel Road
Gravel Road
Gate
Gate
Wooden Wall
Pond
Wire Fence
Wire Fence
Chainlink Fence
Chainlink Fence
Chainlink Fence
Chainlink Fence
Gravel Path
Gravel Path
Grass/Dirt
Grass/Dirt
Grass/Dirt
Wire Fence
Waterway Wall Supports
Shed
Pond
Concrete
Barbed Wire Fence
Gravel Path
EXCEPTION TO PARCEL 5
PARCEL 14A
(RE 1553, IM 51)
EXCEPTION TO PARCEL
5 2005-312073 OR
APPROXIMATE
LOCATION
PUBLIC EASEMENT
& ADVERSE CLAIM
EBMUD ESMT
DOC# 2005-312074
CALIFORNIA ST ATE HIGH WAY 92
PARCEL 5
1993-153181 OR
EXISTING BUILDING TO BE REMOVED
EXISTING WOODEN WALL TO BE REMOVED
SHEET NO:
KEY PLAN:
ITEM: REVISION/ISSUE: DATE:
THIS DOCUMENT, AND THE INFORMATION CONTAINED HEREIN, ARE THE SOLE PROPERTY OF ATI ARCHITECTS AND ENGINEERS. ANY USE OR MODIFICATIONS OF THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF ATI ARCHITECTS + ENGINEERS, IS STRICTLY PROHIBITED.
DSA:
PROFESSIONAL STAMP:
3050 Pullman Street Costa Mesa, CA 92626 - T 714.338.1600 3009 Douglas Blvd #290 Roseville, CA 95661 - T 916.772.1800 4750 Willow Road #250 Pleasanton, CA 94588 - T 925.648.8800 AGENCY APPROVAL:
CONSULTANT:
BIM 360://U-Haul Hayward/U-Haul Hayward_rshahQ3EL2.rvt
4/24/2020 5:39:37 PM
EXISTING
CONDITION SITE
PLAN
A-102
U-HAUL COMPANY OF
SAN FRANCISCO
4150 POINT EDEN WAY
Owner
PROJECT NO: U2301
DRAWN BY: Author CHECKED BY: Checker
DATE: 03/30/2020
1" = 40'-0"1 EXISING CONDITION SITE PLAN
A PLA N N IN G SU BM IT T A L 0 1 /2 7 /2 0
B PLA N N IN G R ESU BM IT T A L 0 4 /2 4 /2 0
Attachment IV
UP
11 22
33 55
66 77
88 B
B
D
D
E
E
F
F
G
G
H
H
I
I
J
J
L
LK
KC
C
4 A
A
475' - 0"
60' - 0"50 ' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"35' - 0"35' - 0"40' - 0"5' - 0" 302' - 0"
30' - 0" 30' - 0" 50' - 0" 67' - 0" 25' - 0" 50' - 0" 50' - 0"
4.1 4.2
A-301
5 A-3014
A-301 1
A-301
2 18' - 0" 31' - 0" 18' - 0"
TOTAL BUILDING AREA - 113,730 SF
CONSTRUCTION TYPE : IIIB
OCCUPANCY : S1
OFFICE
2,785 SF
ELECTRICAL ROOM
278 SF
WAREHOUSE
110,231 SF
A-104
1 - -
FIRE PUMP
333 SF
4.3 SHEET NO:
KEY PLAN:
ITEM: REVISION/ISSUE: DATE:
THIS DOCUMENT, AND THE INFORMATION CONTAINED HEREIN, ARE THE SOLE PROPERTY OF ATI ARCHITECTS AND ENGINEERS. ANY USE OR MODIFICATIONS OF THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF ATI ARCHITECTS + ENGINEERS, IS STRICTLY PROHIBITED.
DSA:
PROFESSIONAL STAMP:
3050 Pullman Street Costa Mesa, CA 92626 - T 714.338.1600 3009 Douglas Blvd #290 Roseville, CA 95661 - T 916.772.1800 4750 Willow Road #250 Pleasanton, CA 94588 - T 925.648.8800 AGENCY APPROVAL:
CONSULTANT:
BIM 360://U-Haul Hayward/U-Haul Hayward_rshahQ3EL2.rvt
4/24/2020 5:39:41 PM
BUILDING EXITING
PLAN
A-103
U-HAUL COMPANY OF
SAN FRANCISCO
4150 POINT EDEN WAY
Owner
PROJECT NO: U2301
DRAWN BY: Author CHECKED BY: Checker
DATE: 03/30/2020
1" = 20'-0"1 BUILDING FLOOR PLAN
A PLA N N IN G SU BM IT T A L 0 1 /2 7 /2 0
B PLA N N IN G R ESU BM IT T A L 0 4 /2 4 /2 0
Attachment IV
Refrigerator
5 B C
4 A
110231 SF
12 WAREHOUSE
4.1 4.2
67' - 0"
18' - 0"18' - 0" 31' - 0"
5' - 0" 40' - 0"
10' - 0"
18' - 0"
22' - 10"
5' - 0"
1' - 3"
301 SF
2 CONFERENCE
ROOM
160 SF
3 MEN'S
RESTROOM
160 SF
4 WOMEN'S
RESTROOM
380 SF
9 CONFERENCE
ROOM
341 SF
5 BREAK
ROOM
78 SF
6 UNISEX
RESTROOM
5' - 0 1/2" 18' - 6"
10' - 9"
5' - 0"
5' - 0" 5' - 0"
7' - 10" 7' - 10"7' - 4"
5' - 4"
24' - 0"
1' - 4"
4' - 10"
15' - 7"
17' - 10"
78 SF
13 UNISEX
RESTROOM
39 SF
14 JAN'S
CLOSET
8' - 5"705 SF
15 RETAIL
STORE
359 SF
16 OFFICE
10' - 0"
17' - 1"
21' - 3"
4.3 SHEET NO:
KEY PLAN:
ITEM: REVISION/ISSUE: DATE:
THIS DOCUMENT, AND THE INFORMATION CONTAINED HEREIN, ARE THE SOLE PROPERTY OF ATI ARCHITECTS AND ENGINEERS. ANY USE OR MODIFICATIONS OF THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF ATI ARCHITECTS + ENGINEERS, IS STRICTLY PROHIBITED.
DSA:
PROFESSIONAL STAMP:
3050 Pullman Street Costa Mesa, CA 92626 - T 714.338.1600 3009 Douglas Blvd #290 Roseville, CA 95661 - T 916.772.1800 4750 Willow Road #250 Pleasanton, CA 94588 - T 925.648.8800 AGENCY APPROVAL:
CONSULTANT:
BIM 360://U-Haul Hayward/U-Haul Hayward_rshahQ3EL2.rvt
4/24/2020 5:39:44 PM
OFFICE LAYOUT
A-104
U-HAUL COMPANY OF
SAN FRANCISCO
4150 POINT EDEN WAY
Owner
PROJECT NO: U2301
DRAWN BY: RS CHECKED BY: RFT
DATE: 03/30/2020
1/4" = 1'-0"1 OFFICE LAYOUT
A PLA N N IN G SU BM IT T A L 0 1 /2 7 /2 0
Attachment IV
UP
11 22
33 55
66 77
8 B
B
D
D
E
E
F
F
G
G
H
H
I
I
J
J
L
LK
KC
C
4 A
A
4.1 4.2
A-301
5 A-3014
A-301 1
1/4" / 1'-0"
1/4" / 1'-0"
50' - 0"
45' - 0"
45' - 0"
45' - 0"
2' - 0"
13 2
- -
4.3 SKYLIGHT
ROOF DRAIN
SHEET NO:
KEY PLAN:
ITEM: REVISION/ISSUE: DATE:
THIS DOCUMENT, AND THE INFORMATION CONTAINED HEREIN, ARE THE SOLE PROPERTY OF ATI ARCHITECTS AND ENGINEERS. ANY USE OR MODIFICATIONS OF THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF ATI ARCHITECTS + ENGINEERS, IS STRICTLY PROHIBITED.
DSA:
PROFESSIONAL STAMP:
3050 Pullman Street Costa Mesa, CA 92626 - T 714.338.1600 3009 Douglas Blvd #290 Roseville, CA 95661 - T 916.772.1800 4750 Willow Road #250 Pleasanton, CA 94588 - T 925.648.8800 AGENCY APPROVAL:
CONSULTANT:
BIM 360://U-Haul Hayward/U-Haul Hayward_rshahQ3EL2.rvt
4/24/2020 5:39:46 PM
ROOF PLAN
A-105
U-HAUL COMPANY OF
SAN FRANCISCO
4150 POINT EDEN WAY
Owner
PROJECT NO: U2301
DRAWN BY: Author CHECKED BY: Checker
DATE: 03/30/2020
A PLA N N IN G SU BM IT T A L 0 1 /2 7 /2 0
B PLA N N IN G R ESU BM IT T A L 0 4 /2 4 /2 0
KEY NOTES
1" = 20'-0"1 ROOF PLAN
SKYLIGHT
ROOF STORM DRAIN
SKYLIGHT
WALL MOUNT SCONCES
SKYLIGHT
SKYLIGHT SIZE: 48" X 96" - 32 SQFT
BUILDING AREA SQFT X 2% = 113730 X 0.02 SKYLIGHT SIZE 32 DESIRED : 71 SKYLIGHTS
PROVIDED: 72 SKYLIGHTS
LEGEND
1 2
3 Attachment IV
GROUND LEVEL
0' - 0"
B D E F G H I J LKCA
60' - 0"50 ' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"35' - 0"35' - 0"40' - 0"5' - 0" 104 95 7
45' - 0"
475' - 0"
Top of Parapet
45' - 0"
Top of Lobby
50' - 0"
45' - 0"
GROUND LEVEL
0' - 0"
1235678
30' - 0" 30 ' - 0" 50' - 0" 50' - 0" 50' - 0"
9 8
302' - 0"
Top
40' - 0"
Top of Lobby
50' - 0"
4.3 50' - 0"42' - 0"
GROUND LEVEL
0' - 0"
1 2 3 5 6 7 84 4.1 4.2
30' - 0"30 ' - 0"50' - 0"18' - 0"31' - 0"18' - 0"25' - 0"50' - 0"50' - 0" 1 2 3 4 5 6 7
302' - 0"
Top of Parapet
45' - 0"
Top
40' - 0"
Top of Lobby
50' - 0"
11 GROUND LEVEL
0' - 0"
BDEFGHIJL K C A
60' - 0" 50 ' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 35' - 0" 35' - 0" 40' - 0" 5' - 0" 8 475' - 0"
Top of Parapet
45' - 0"
Top
40' - 0"
SHEET NO:
KEY PLAN:
ITEM: REVISION/ISSUE: DATE:
THIS DOCUMENT, AND THE INFORMATION CONTAINED HEREIN, ARE THE SOLE PROPERTY OF ATI ARCHITECTS AND ENGINEERS. ANY USE OR MODIFICATIONS OF THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF ATI ARCHITECTS + ENGINEERS, IS STRICTLY PROHIBITED.
DSA:
PROFESSIONAL STAMP:
3050 Pullman Street Costa Mesa, CA 92626 - T 714.338.1600 3009 Douglas Blvd #290 Roseville, CA 95661 - T 916.772.1800 4750 Willow Road #250 Pleasanton, CA 94588 - T 925.648.8800 AGENCY APPROVAL:
CONSULTANT:
BIM 360://U-Haul Hayward/U-Haul Hayward_rshahQ3EL2.rvt
4/24/2020 5:39:50 PM
EXTERIOR
ELEVATIONS
A-301
U-HAUL COMPANY OF
SAN FRANCISCO
4150 POINT EDEN WAY
Owner
PROJECT NO: U2301
DRAWN BY: RS CHECKED BY: RFT
DATE: 03/30/2020
1" = 20'-0"5 WEST ELEVATION
1" = 20'-0"4 SOUTH ELEVATION
1" = 20'-0"1 NORTH ELEVATION
1" = 20'-0"2 EAST ELEVATION
3'X 16' METAL PANEL - CENTRIA 154 DARK BRONZE - METAL WRAP FDWS
WINDOW GLAZING
STOREFRONT SYSTEM
SCULPTURE - BIRD CUTOUTS FROM PERFORATED METAL
3' WIDE METAL PANEL - CENTRIA 786 BEACH - METAL WRAP FDWS 1' WIDE METAL PANEL - CENTRIA 786 BEACH - METAL WRAP FDWS 3' WIDE METAL PANEL
TILT UP CONCRETE WALL- PAINTED
WALL MOUNT SCONCE, SEE P1 PHOTOMETRIC DRAWINGS
ACCENT METAL PANEL WALL- CENTRIA FDWS
VERTICAL SOLAR SHADES
GENERAL NOTES
1 2
3 4
5 6
7 8
9 10
KEY NOTES
A PLA N N IN G SU BM IT T A L 0 1 /2 7 /2 0
B PLA N N IN G R ESU BM IT T A L 0 4 /2 4 /2 0
11 Attachment IV
UP
GROUND LEVEL
0' - 0"
1235678 44.14.2
Top of Parapet
45' - 0"
Top
40' - 0"
30' - 0" 50' - 0" 67 ' - 0" 25' - 0" 50' - 0" 50' - 0"
272' - 0"
Top of Lobby
50' - 0"
4.3 GROUND LEVEL
0' - 0"
BDEFGHIJL K C A
Top of Parapet
45' - 0"
60' - 0" 50 ' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 35' - 0" 35' - 0" 40' - 0" 5' - 0" 475' - 0"
Top of Lobby
50' - 0"
A-302
2 A-302
3 TOTAL BUILDING AREA - 113,727 SF
SHEET NO:
KEY PLAN:
ITEM: REVISION/ISSUE: DATE:
THIS DOCUMENT, AND THE INFORMATION CONTAINED HEREIN, ARE THE SOLE PROPERTY OF ATI ARCHITECTS AND ENGINEERS. ANY USE OR MODIFICATIONS OF THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF ATI ARCHITECTS + ENGINEERS, IS STRICTLY PROHIBITED.
DSA:
PROFESSIONAL STAMP:
3050 Pullman Street Costa Mesa, CA 92626 - T 714.338.1600 3009 Douglas Blvd #290 Roseville, CA 95661 - T 916.772.1800 4750 Willow Road #250 Pleasanton, CA 94588 - T 925.648.8800 AGENCY APPROVAL:
CONSULTANT:
BIM 360://U-Haul Hayward/U-Haul Hayward_rshahQ3EL2.rvt
4/24/2020 5:41:21 PM
SITE SECTIONS
A-302
U-HAUL COMPANY OF
SAN FRANCISCO
4150 POINT EDEN WAY
Owner
PROJECT NO: U2301
DRAWN BY: Author CHECKED BY: Checker
DATE: 03/30/2020
A PLA N N IN G SU BM IT T A L 0 1 /2 7 /2 0
B PLA N N IN G R ESU BM IT T A L 0 4 /2 4 /2 0
1" = 40'-0"2 SECTION 1
1" = 40'-0"3 SECTION 2
1" = 40'-0"1 KEY PLAN
KEY NOTES
Attachment IV
SHEET NO:
KEY PLAN:
ITEM: REVISION/ISSUE: DATE:
THIS DOCUMENT, AND THE INFORMATION CONTAINED HEREIN, ARE THE SOLE PROPERTY OF ATI ARCHITECTS AND ENGINEERS. ANY USE OR MODIFICATIONS OF THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF ATI ARCHITECTS + ENGINEERS, IS STRICTLY PROHIBITED.
DSA:
PROFESSIONAL STAMP:
3050 Pullman Street Costa Mesa, CA 92626 - T 714.338.1600 3009 Douglas Blvd #290 Roseville, CA 95661 - T 916.772.1800 4750 Willow Road #250 Pleasanton, CA 94588 - T 925.648.8800 AGENCY APPROVAL:
CONSULTANT:
BIM 360://U-Haul Hayward/U-Haul Hayward_rshahQ3EL2.rvt
4/24/2020 5:41:22 PM
RENDERED
EXTERIOR VIEWS
A-501
U-HAUL COMPANY OF
SAN FRANCISCO
4150 POINT EDEN WAY
Owner
PROJECT NO: U2301
DRAWN BY: RS CHECKED BY: RFT
DATE: 03/30/2020
FRONT VIEW NORTH-WEST VIEW
WEST VIEW
A PLA N N IN G SU BM IT T A L 0 1 /2 7 /2 0
B PLA N N IN G R ESU BM IT T A L 0 4 /2 4 /2 0
Attachment IV
1 CENTRIA METAL
PANEL
154 DARK BRONZE
2 STOREFRONT
SYSTEM
1 CENTRIA METAL
PANEL
154 DARK BRONZE
Scale
Project number
Date
Drawn by
Checked by 1 1/2" = 1'-0"
4/24/2020 5:41:23 PM
A-502
MATERIAL BOARD
U2301
03/30/2020
RS
RFT
1 2
3 1
Attachment IV
NOTE: ACCESSIBLE PARKING SIGN
TO BE 70 SQ. INCH PER SEC.
1129B.5
1/2'' RADIUS
BLUE TO MATCH FEDERAL BLUE
15090 PER FEDERAL
STANDARDS 595B.
WHITE
.080 ALUMINUM
REFLECTORIZED SIGN TEXT
WHERE OCCURS
.080 ALUMINUM 12'' X
9'' SIGN "MINIMUM FIN $250''
.080 ALUMINUM 12'' X 6'' SIGN
DESIGNATED FOR "VAN
ACCESSIBLE" WHERE OCCURS
2 1/2'' DIA. GALVANIZED STEEL
POST
WALKWAY OR FIN. GRADE
1' - 0"
1' - 6"6'-8'' MIN. FOR FREE STANDING
0' - 2"0' - 2"5'-0'' MIN.
1' - 0"
3' - 6"
0' - 6" MIN.
MINIMUM
FINE
$250
VAN
ACCESSIBLE
ALL AROUND
3'
' MIN. CONC. COVER
6' - 0" MIN.
MAX. SPACE
0'
- 2"
MAX. SPACE
0'
- 3"
DETECTABLE WARNING
TILE SURFACE ON
RAMP. SEE DET. 11/A-601
RAMP SLOPE 8.33%
MAX. W/CROSS
SLOPE OF 2% MAX
F.O. CURB
DETECTABLE WARNINGS START
6'' TO 8'' FROM CURB
FLUSH TRANSITION
BOTTOM LANDING WITH
5% MIN. SLOPE
SIDEWALK
TOP LANDING WITH 2%
MAX. SLOPE IN ALL
DIRECTIONS
MIN.
2' - 0"
MIN.
4' - 0"
CURB RAMP WIDTH - SEE PLAN
UNAUTHORIZED VEHICLES
PARKED IN DESIGNATED
ACCESIBLE 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 BY
TELEPHONING
### - ### - ####
1' - 5" MIN.
1' - 10" MIN.6'-8'' MIN.
LETTERING ON SIGN MUST BE
A MINIMUM OF 1'' IN HEIGH
WITH REFLECTORIZED FINISH
APPROPIATE INFORMATION
MUST BE INLUDED ON SIGN
(MIN. OF 1'' IN HT.) PRIOR TO
SIGN FABRICATION
SEE DETAIL 5'- FOR CONCRETE FOOTING
DETAIL
FINISHED SURFACE / GRADE
2.3'' - 2.4'' 0.9'' - 0.92''
BASE DIA.
0.45'' - 0.47''
TOP DIA.
APART
2.3'' - 2.4''
APART
0.18'' - 0.22''
TYP. SECTION A-A
CONCRETE
EMBEDDED
PANEL
AA
3' - 0"
3' - 0"
EMBLEM MUST BE LOCATED SO THAT IS VISIBLE
BY A TRAFFIC ENFORCEMENT OFFICER WHEN A
VEHICLE IS PROPERLY PARKED IN THE SPACE
(CENTERED AT THE ENTRANCE TO THE STALL)
WHITE SYMBOL
BLUE BACKGROUND
(305 mm)
1' - 0" 4"
(305 mm)
1' - 0"
2"
THE WORDS "CLEAN AIR
VEHICLE" SHALL BE PAINTED
IN WHITE LETTERS NO LESS
THAN 305 MM (12 INCH) HIGH
ON CONTRASTING BACKGROUND
AND LOCATED SO THAT IT IS
VISIBLE TO TRAFFIC
ENFORCEMENT OFFICIALS.
(305 mm)
1' - 0" 4"
(305 mm)
1' - 0"
1 1/2"
2"
THE WORDS "NO PARKING"
SHALL BE PAINTED IN THE
LOADING AND UNLOADING
AREA IN WHITE LETTERS NO
LESS THAN 305MM (12 INCH)
HIGH ON CONTRASTING
BACKGROUND AND LOCATED
SO THAT IT IS VISIBLE TO
TRAFFIC ENFORCEMENT
OFFICIALS.
2" 4 1/2"
2"3"
SECTION
9"
12''
12''
9''
3/4"ISOMETRI
CSCALE:N.T.S
ASPHALT CONCRETE PAVING
18'' MIN. #4 REBAR FLUSH
WITH TOP OF WHEEL
STOP
5/8'' DIA. DRILLED HOLES,
FILL TOP WITH SEALANT
6'-0''
6"1' - 8"4"
2' - 6"
2'' x 3'' x 3/16'' GALVANIZED
STEEL TUBE, CAP TUBE END
TOP OF PAVEMENT
CONCRETE FOOTING,
SEE STRUCTURAL DRAWINGS
2' - 0"
9' - 0"5' - 0"12 ' - 0"5' - 0"6' - 0" 9' - 0"5' - 0" 12' - 0" 9' - 0" 19' - 0"
CURB RAMP PER
DETAIL 15/A-601
WHEEL STOP, TYP. PER
DETAIL 16/A-601
PAINT BLUE 4"
WIDE ALL
AROUND
ACCESSIBLE PARKING
SIGN, PER DETAIL 1/A-601
36"X36" SQ. TYP.
PAVEMENT
SYMBOL PER
SEC1129B.5 SEE
DETAIL 6/A-601
EQ. EQ.
9' - 0"
WHEEL STOP, PER
DETAIL 16/A-601
NO PARKING SIGN 9/A-601
CURB RAMP
DETAIL 15/A-601
PAINT BLUE
4" WIDE ALL
AROUND
9' - 0"
SHEET NO:
KEY PLAN:
ITEM: REVISION/ISSUE: DATE:
THIS DOCUMENT, AND THE INFORMATION CONTAINED HEREIN, ARE THE SOLE PROPERTY OF ATI ARCHITECTS AND ENGINEERS. ANY USE OR MODIFICATIONS OF THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF ATI ARCHITECTS + ENGINEERS, IS STRICTLY PROHIBITED.
DSA:
PROFESSIONAL STAMP:
3050 Pullman Street Costa Mesa, CA 92626 - T 714.338.1600 3009 Douglas Blvd #290 Roseville, CA 95661 - T 916.772.1800 4750 Willow Road #250 Pleasanton, CA 94588 - T 925.648.8800 AGENCY APPROVAL:
CONSULTANT:
BIM 360://U-Haul Hayward/U-Haul Hayward_rshahQ3EL2.rvt
4/24/2020 5:41:24 PM
SITE ELEMENTS
A-601
U-HAUL COMPANY OF
SAN FRANCISCO
4150 POINT EDEN WAY
Owner
PROJECT NO: U2301
DRAWN BY: Author CHECKED BY: Checker
DATE: 03/30/2020
1" = 1'-0"1 ACCESSIBLE PARKING SIGN
1/4" = 1'-0"15 CURB-RAMP
1 1/2" = 1'-0"5 TOW-PRKG
3" = 1'-0"10 Drafting 1
1" = 1'-0"6 ACCESSIBLE SIGN
3/4" = 1'-0"13 "CLEAN AIR VEHICLE" MARKING
1" = 1'-0"9 "NO PARKING" PAVEMENT MARKING
3" = 1'-0"16 PRECAST CONCRETE WHEELSTOP
3/4" = 1'-0"14 TYPICAL SIGN FOUNDATION
3/16" = 1'-0"11
ENLARGED SITE PLAN ACCESSIBLE
PARKING STALLS
A PLA N N IN G SU BM IT T A L 0 1 /2 7 /2 0
B PLA N N IN G R ESU BM IT T A L 0 4 /2 4 /2 0
Attachment IV
1" 3" "TS" 2X2X. 120 POST, CAP BOTH
ENDS AND WELD TO EMBEDDED
ANGLE.
4" X" HEAVY DUTY BUTT HINGE,
(4) TYP. AT EACH JAMB.
VERTICALLY APPLIED STEEL
DECKING WITH SUPPORT, CAP
ALL ENDS
ANGLE 4"x3"x3/8" X LC WITH (2)
1/2" DIA. ANCHOR BOLTS CAST
INTO PANEL (TYP. OF 4).
CMU WALL
NOTE: GATE IS ALL WELDED
CONSTRUCTION - GRIND ALL
BURRS SMOOTH PRIOR TO
PRIME AND PAINT.
1"
4"
4' - 0"
4"
6' - 0"
2 X 2 X 3/16'' ANGLE FRAME
TS 2 X 2 X. 120 GATE BACK
SUPPORT
12'' 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
NOTE:
ALL GATE & FRAME SURFACES
TO HAVE PAINTED FINISH.
4"
4"
6"
CMU WALL BASALITE COLOR
389 SPLIT FACE
SEE STRUCTURAL DRAWINGS.
VINE SUPPORT
STRUCTURE, SEE
LANDSCAPE PLANS
PAINT WALLS TO MATCH
BUILDING FIELD COLOR,
TYP.
MONOLITHIC POUR
CONCRETE CURB
FINISH SURFACE, SEE CIVIL
DRAWINGS.
CONCRETE FOOTING,
SEE STRUCTURAL DRAWINGS.
A-602
12 A-602 8
A-602
4 A-60216
GROUND LEVEL
0' - 0"
2' - 6"
GROUND LEVEL
0' - 0"
7' - 4"
GROUND LEVEL
0' - 0"
2' - 6"
GROUND LEVEL
0' - 0"
7' - 4" 1' - 3"
2' - 6" MIN.
1' - 6" MIN.
NOTICE
NO PARKING
IN RED ZONES
FIRE LANE
VIOLATING VEHICLES
WILL BE CITED OR
TOWED AT OWNER'S
EXPENSE
POLICE OR SHERIFF'S
(Phone Number)
CVC 22500.1 CVC 22658A
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
80" AT WALKING
SURFACES
60" AT LANDSCAPE
AREA
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 SHERRIFF'S" "(PHONE
NUMBER)" "CVC 22500.1 CVC
22658A". TEXT SHALL BE
RED LETTERING ON WHITE
REFLECTIVE BACKGROUND,
NO SMALLER THAN 1
INCHES IN HEIGHT
FOR POST AND FOOTING
INFORMATION SEE DETAIL
FIRE LANE
NO
PARKING
TOW AWAY
ZONE
CVC 22658A
CVC22500.1
POLICE OR SHERIFF'S
(Phone Number)
1' - 6" MIN.
1' - 0" MIN.
AREA
60'' AT LANDSCAPE
SURFACES
80'' AT WALKING
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
WHITEREFLECTIVE
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
FOR POST AND FOOTING
INFORMATION SEE DETAIL
FIRE LANE NO PARKING
3-INCH HIGH WHITE
LETTERING @ 30´' O.C. OR
PORTION THEREOF.
OSHA SAFETY RED PAINT
ROAD WAY - SEE CIVIL DRAWINGS
CONCRETE CURB OR CURB AND
GUTTER - SEE CIVIL DRAWINGS
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
SEE LANDSCAPE DRAWINGS FOR EXACT LAYOUT
MIN. WALK
4' - 0"
2' - 0" DOOR WIDTH 6"
5' - 0" MIN.
ACCESSIBLE
ENTRANCE
NOTE:
ARROW TO POINT IN DIRECTION
OF ACCESSIBLE ENTRANCE
BASED ON LOCATION OF SIGNACCESSIBLE
ENTRANCE
FOR POST AND FOOTING
INFORMATION SEE DETAIL
A-601
14 Sim
COLOR:
BORDER AND LEGEND - WHITE (RETROREFLECTIVE)
BACKGROUND - BLUE (RETROREFLECTIVE)
AREA
60'' AT LANDSCAPE
SURFACES
80'' AT WALKING
1' - 6"
1' - 0"
352 353
EQ EQ
1' - 6"
6" DIM "A" 6'-0"
F.G.
CONCRETE CAP
CONC. FILLED & CAPPED HOT
DIPPED GALV. STEEL GUARD
POST, SCHEDULE 40, PRIMED
AND ENAMEL PAINTED
YELLOW. UNO.
1/2" /FT. SLOPE TOP OF
FOOTING
PAVING PER CIVIL PLANS
AND SITE PLAN
CONC. FOOTING
3/8" x 10" SQ. STEEL BASE
PIPE
DIA. DIM "A"
8" DIA.
4" DIA.
6" DIA.
3'-0"
2'-0"
2'-6"
EXT.
1' - 4"
3' - 4"1' - 6"
AS REQ'D TO PROVIDE MIN. NO. OF BIKE LOCKING SPACES AS NOTED
ON THE SITE PLAN
HEAVY DUTY WAVE
BIKE RACK
NOTE: FINISH TO
BE GALVANIZED
AND PAINTED
CONC. PAVING PER
PLANS
CONC. FTG. PER
STRUCTURAL
SHEET NO:
KEY PLAN:
ITEM: REVISION/ISSUE: DATE:
THIS DOCUMENT, AND THE INFORMATION CONTAINED HEREIN, ARE THE SOLE PROPERTY OF ATI ARCHITECTS AND ENGINEERS. ANY USE OR MODIFICATIONS OF THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF ATI ARCHITECTS + ENGINEERS, IS STRICTLY PROHIBITED.
DSA:
PROFESSIONAL STAMP:
3050 Pullman Street Costa Mesa, CA 92626 - T 714.338.1600 3009 Douglas Blvd #290 Roseville, CA 95661 - T 916.772.1800 4750 Willow Road #250 Pleasanton, CA 94588 - T 925.648.8800 AGENCY APPROVAL:
CONSULTANT:
BIM 360://U-Haul Hayward/U-Haul Hayward_rshahQ3EL2.rvt
4/24/2020 5:41:27 PM
TRASH
ENCLOSURE &
OTHER DETAILS
A-602
U-HAUL COMPANY OF
SAN FRANCISCO
4150 POINT EDEN WAY
Owner
PROJECT NO: U2301
DRAWN BY: Author CHECKED BY: Checker
DATE: 03/30/2020
3" = 1'-0"7 TRASH GATE JAMB AT CMU
1/2" = 1'-0"11 TRASH ENCLOSURE GATE
3/8" = 1'-0"15 TRASH ENCLOSURE SECTION
1/4" = 1'-0"3 TRASH ENCLOSURE
1/4" = 1'-0"16 NORTH - TRASH ENCLOSURE
1/4" = 1'-0"12 EAST ELEVATION - TRASH ENCLOSURE
1/4" = 1'-0"8
SOUTH ELEVATION - TRASH
ENCLOSURE
1/4" = 1'-0"4 WEST ELEVATION -TRASH ENCLOSURE
A PLA N N IN G SU BM IT T A L 0 1 /2 7 /2 0
B PLA N N IN G R ESU BM IT T A L 0 4 /2 4 /2 0
1 1/2" = 1'-0"14 FIRELANE ENTRY SIGNAGE
1 1/2" = 1'-0"10 FIRELANE SIGNAGE
3/4" = 1'-0"6 FIRE LANE CURB
1/2" = 1'-0"2 CONCRETE LANDING
1 1/2" = 1'-0"13 ACCESSIBLE DIRECTION SIGN
3/4" = 1'-0"9 EXTERIOR BOLLARD
3/4" = 1'-0"5 BIKE RACK 7 SPACES
Attachment IV
CALIFORNIA STATE HIGHWAY 92
W2 W2 W2
BB
AA
AA
W2W2
W1 W1 W1
W1
AA
AA
AA
AA
W1
W1
W1
W1
W1
W1
0.220.30 0.42
0.520.56
0.23 0.33 0.48
0.620.72
0.26 0.39 0.58
0.820.98
0.29 0.45 0.72
1.071.32
0.32 0.50 0.81 1.241.65
0.34 0.52 0.83 1.241.65 0.19 0.200.21
0.34 0.51 0.78 1.121.42 0.32 0.350.38
0.33 0.48 0.71 0.981.22 0.52 0.590.63
0.31 0.45 0.65 0.881.11 1.22 0.961.05
0.28 0.41 0.58 0.780.99 1.17
1.261.46
0.26 0.37 0.51 0.660.83 1.02
1.211.40
0.24 0.33 0.44 0.550.66 0.78
0.870.94
0.21 0.28 0.36 0.430.48 0.53
0.540.57
0.24 0.290.33 0.35 0.36
0.360.38
0.22 0.250.27 0.28 0.29
0.290.29
0.21 0.250.27 0.29 0.30
0.300.31
0.22 0.280.32 0.36 0.38
0.410.43
0.24 0.320.39 0.47 0.56 0.630.66
0.26 0.350.45 0.59 0.78 0.991.08
0.26 0.360.48 0.65 0.92 1.281.49
0.26 0.360.47 0.63 0.89 1.211.38
0.330.43 0.55 0.70 0.860.92
0.300.36 0.42 0.49 0.530.56
0.260.29 0.32 0.34 0.360.38
0.240.27 0.27 0.28 0.290.30
0.260.29 0.28 0.300.31 0.32
0.300.35 0.40 0.390.42 0.44
0.360.44 0.54 0.650.66 0.69
0.400.52 0.69 0.911.16 1.13
0.58 0.79 1.101.48 1.74
0.59 0.80
1.111.49 1.72 0.43 0.470.50
0.55 0.74
0.981.23 1.40 1.39 0.810.85
0.48 0.63
0.810.99 1.19 1.39 1.201.33
0.40 0.54
0.700.86 1.06 1.31 1.541.57
0.36 0.53
0.670.79 0.93 1.09 1.261.27
0.38 0.56
0.670.71 0.75 0.81 0.870.83
0.41 0.55
0.600.61 0.61 0.62 0.600.59
0.60 0.690.67 0.61 0.55 0.470.44
0.85 1.050.96 0.78 0.60 0.430.37
1.22 1.691.61 1.19 0.720.46 0.36
2.26 1.59 0.880.54 0.40
2.54 1.79
1.010.61 0.42 0.35 0.30
1.63 1.000.66 0.45 0.40 0.370.33 0.33
1.43 1.13
0.860.64 0.51 0.51 0.530.46 0.42 0.420.45
0.80 0.730.61 0.63 0.72 0.820.75 0.63 0.530.46 0.44 0.531.37 2.14
0.66 0.86 1.14 1.441.36 1.03
0.760.56 0.48 0.53 0.731.13 1.69 2.202.12
1.68 2.122.21 1.68
1.090.71 0.52 0.48 0.580.78 1.04 1.371.42 1.16 1.07
2.62 2.03
1.280.74 0.51 0.44 0.480.56 0.67 0.800.83 0.79 0.87
1.231.96
1.220.72 0.50 0.44 0.470.45 0.47
0.520.55 0.59 0.71 1.051.72 2.28 2.35
0.46 0.46 0.420.38 0.37
0.380.40 0.45 0.56 0.771.07 1.42 1.57
0.300.27 0.28
0.300.32 0.35 0.40 0.490.62 0.74 0.830.72
0.19 0.220.25 0.28 0.31 0.340.37 0.42
0.460.45 0.38 0.36
0.18 0.21 0.24 0.260.26 0.27
0.280.30 0.29 0.31 0.38
0.17 0.190.20
0.210.23 0.25 0.30 0.330.33 0.32 0.350.44 0.55
1.51 1.32
0.890.53
1.18 1.05 0.740.46
0.83 0.76 0.560.38
0.56 0.54 0.420.29
0.34 0.37 0.310.23
0.20 0.25 0.230.19
0.13 0.18 0.180.16
0.11 0.17 0.170.15
0.16 0.21 0.200.17
0.26 0.30 0.260.20
0.44 0.440.35 0.25
0.66 0.630.48 0.32
0.99 0.880.63 0.41
1.36 1.190.81 0.50
1.56 1.350.90 0.54
1.48 1.290.87 0.52
1.14 1.010.71 0.45
0.79 0.720.53 0.36
0.53 0.520.40 0.28
0.32 0.350.29 0.22
0.19 0.240.22 0.18
0.12 0.170.17 0.15
0.11 0.160.16 0.15
0.15 0.200.19 0.16
0.26 0.300.26 0.20
0.43 0.440.35 0.25
0.66 0.620.47 0.32
0.98 0.870.63 0.41
1.35 1.180.81 0.49
1.56 1.350.90 0.54
1.501.30 0.88 0.53
1.171.04 0.73 0.47
0.830.77 0.58 0.40
0.600.60 0.48 0.35
0.420.47 0.42 0.33
0.330.40 0.39 0.35
0.290.38 0.41 0.40
0.290.38 0.46 0.48
0.320.43 0.58 0.64
0.380.60 0.97 1.06
0.430.89 1.61 1.70
0.451.11 2.05 2.17
0.431.17 2.13 2.69
0.461.15 2.08 2.30
0.460.96 1.75 1.77
0.420.66 1.09 1.16
0.360.45 0.62 0.67
0.320.36 0.43
0.45 0.300.30 0.33
0.33 0.310.27 0.27
0.25 0.340.30 0.29
0.25 0.38 0.37 0.39
0.34 0.37 0.38 0.40
0.40 0.220.28 0.33 0.340.31 0.35 0.39
0.420.43 0.42 0.41 0.420.52 0.60
0.590.76 1.22 1.86 2.462.54 1.99
0.20 0.290.40 0.48 0.490.40 0.46 0.51 0.550.57 0.56 0.54 0.560.60 0.66
0.600.71 1.01 1.61 2.102.17 1.73
1.100.71 0.57 0.64 0.650.58 0.73 1.171.83 2.44 2.40
1.761.10 0.64 0.41 0.37
0.25 0.370.53 0.68 0.700.51 0.59 0.65 0.680.70 0.70 0.700.70 0.69 0.69
0.600.63 0.79 1.06 1.281.30 1.12
0.820.61 0.54 0.61 0.610.56 0.65 0.901.39 1.66 1.65
1.330.82 0.53 0.37 0.34
0.30 0.470.70 0.93
1.010.67 0.80 0.86 0.860.85 0.88 0.910.89 0.80 0.74
0.620.59 0.64 0.70 0.750.75 0.71
0.640.57 0.53 0.57 0.570.54 0.59 0.710.84 0.92 0.91 0.800.62 0.44 0.330.31
0.23 0.37 0.600.90 1.23
1.380.88 1.11 1.15 1.051.00 1.09 1.211.16 0.94 0.81
0.640.57 0.54 0.54 0.550.55 0.54
0.530.54 0.54 0.58 0.570.54 0.55
0.560.58 0.60 0.58 0.530.46 0.40 0.330.29
0.25 0.42 0.731.16 1.60
0.651.07 1.45 1.47 1.231.11 1.29 1.531.44 1.06 0.72 0.690.60 0.56 0.550.55 0.56 0.55
0.550.56 0.58 0.60 0.600.57 0.56
0.540.53 0.51 0.49 0.450.42 0.39 0.350.30
0.27 0.46 0.821.34 1.91
0.651.06 1.49 1.52 1.251.14 1.32 1.601.48 1.03 0.68 0.770.67 0.63 0.620.64 0.64 0.63
0.630.65 0.66 0.67 0.660.64 0.64
0.630.60 0.57 0.52 0.510.50 0.46 0.390.31
0.25 0.420.71 1.12 1.520.470.54 0.61 0.660.70 0.70 0.70
0.710.73 0.75 0.74 0.730.72 0.72
0.720.68 0.64 0.58 0.600.62 0.57 0.450.33
0.25 0.390.63 0.95 1.230.550.65 0.71 0.770.80 0.81 0.81 0.820.83 0.84 0.83 0.830.82 0.82
0.810.77 0.73 0.66 0.750.79 0.70
0.530.37
0.23 0.350.52 0.74 0.900.690.83 0.90 0.920.93 0.97 1.00 1.000.98 0.96 0.991.01 1.00 0.97
0.930.93 0.90 0.82 1.021.06 0.89
0.640.43
0.21 0.300.44 0.59 0.680.871.12 1.18
1.091.06 1.17 1.29 1.281.15 1.09 1.181.30 1.28 1.13
1.061.12 1.19 1.08 0.811.39 1.12
0.790.50
0.21 0.280.39 0.50 0.531.051.45 1.48
1.271.16 1.37 1.63 1.581.32 1.19 1.381.63 1.57 1.31
1.161.32 1.52 1.36 0.951.78 1.43
0.970.59
0.21 0.290.38 0.48 0.491.061.52 1.56
1.301.19 1.39 1.71 1.651.34 1.21 1.401.71 1.64 1.33 1.191.36 1.61 1.430.95 2.10 1.71
1.110.64
MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
CALIFORNIA STATE HIGHWAY 92
AA
W2 W2
BB
W1 W1
W1
AA
AA
AA
AA
0.210.25 0.27 0.29
0.300.30 0.31
0.220.28 0.32 0.36 0.380.41 0.43
0.240.32 0.39 0.47 0.560.63 0.66
0.260.35 0.45 0.59 0.780.99 1.08
0.260.36 0.48 0.65 0.921.28 1.49
0.260.36 0.47 0.63 0.891.21 1.38
0.33 0.43 0.550.70 0.86 0.92
0.30 0.36 0.420.49 0.53 0.56
0.26 0.29 0.320.34 0.36 0.38
0.24 0.27
0.270.28 0.29 0.30
0.26 0.29
0.280.30 0.31 0.32
0.30 0.35
0.400.39 0.42 0.44
0.36 0.44
0.540.65 0.66 0.69
0.40 0.52
0.690.91 1.16 1.13
0.58 0.791.10 1.48 1.74
0.59 0.801.11 1.49 1.720.43 0.47 0.50
0.55 0.740.98 1.23
1.401.39 0.81 0.85
0.48 0.630.81 0.99
1.191.39 1.20 1.33
0.40 0.540.70 0.86
1.061.31 1.54 1.57
0.360.53 0.67 0.79
0.931.09 1.26 1.27
0.380.56 0.67 0.71
0.750.81 0.87 0.83
0.410.55 0.60 0.61 0.610.62 0.60 0.59
0.60 0.69 0.67 0.610.55 0.47 0.44
0.85 1.05 0.96 0.780.60 0.43
0.37 1.22 1.69 1.61 1.190.72 0.46
0.36 2.26 1.590.88 0.54
0.40 2.541.79 1.01 0.61
0.420.35 0.30
1.63 1.00 0.66
0.450.40 0.37 0.33 0.33
1.431.13 0.86 0.64 0.510.51 0.53 0.460.42 0.42 0.45
0.80 0.73 0.61 0.630.72 0.82 0.750.63 0.53 0.46
0.440.531.37 2.14
0.66 0.861.14 1.44
1.361.03 0.76 0.56 0.480.53 0.73 1.131.69 2.20 2.12
1.68 2.12
2.211.68 1.09 0.71 0.520.48 0.58 0.781.04 1.37 1.42
1.161.07
2.622.03 1.28 0.74 0.510.44 0.48
0.560.67 0.80 0.83 0.790.87 1.23 1.96
1.22 0.72 0.500.44 0.47
0.450.47 0.52 0.55 0.590.71 1.05 1.722.28 2.35
0.460.46 0.42
0.380.37 0.38 0.40 0.450.56 0.77
1.071.42 1.57
0.30 0.270.28 0.30 0.32 0.350.40 0.49
0.620.74 0.83 0.72
0.19 0.22 0.25 0.280.31 0.34
0.370.42 0.46 0.45 0.380.36
0.180.21 0.24 0.26
0.260.27 0.28 0.30 0.290.31 0.38
0.17 0.190.20 0.21 0.23 0.250.30 0.33
0.330.32 0.35 0.44 0.55
0.190.22 0.26 0.27
0.290.32 0.41 0.62 0.92
0.21 0.23
0.260.35 0.53 0.87 1.42
0.230.33 0.59 1.151.91
0.210.29 0.53 1.071.94 2.52
0.200.26 0.43
0.801.47 1.90
0.22 0.32
0.550.89 1.14 1.17
0.19 0.24
0.370.52 0.60 0.63 0.53
0.19 0.250.31 0.34 0.37 0.36
0.21 0.23 0.28
0.24 1.561.35 0.90 0.54
1.481.29 0.87 0.52
1.141.01 0.71 0.45
0.790.72 0.53 0.36
0.530.52 0.40 0.28
0.320.35 0.29 0.22
0.190.24 0.22 0.18
0.120.17 0.17
0.15 0.110.16 0.16
0.15 0.150.20 0.19
0.16 0.26 0.30 0.26
0.20 0.43 0.44 0.35
0.25 0.66 0.62 0.47 0.32
0.98 0.87 0.63 0.41
1.35 1.18 0.81 0.49
1.56 1.35 0.90 0.54
1.50 1.30 0.88 0.53
1.17 1.04 0.73 0.47
0.83 0.77 0.580.40
0.60 0.60
0.480.35
0.42 0.47
0.420.33
0.33 0.40
0.390.35
0.29 0.38
0.410.40
0.29 0.38
0.460.48
0.32 0.43 0.580.64
0.38 0.60 0.971.06
0.43 0.89 1.611.70
0.45 1.11 2.052.17
0.43 1.17 2.132.69
0.46 1.152.08 2.30
0.46 0.961.75 1.77
0.42 0.661.09 1.16
0.36 0.450.62 0.67
0.32 0.360.43 0.45
0.30 0.300.33 0.33
0.31 0.270.27 0.25
0.34 0.300.29 0.25
0.38 0.370.39 0.34
0.37 0.380.40 0.40
MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE
CALIFORNIA STATE HIGHWAY 92
POINT EDEN WAY
AA
W2 W2 W2
BB
AA
AA
W2W2
W1 W1 W1
W1
AA
AA
AA
AA
W1
W1
W1
W1
W1
W1
0.22 0.30 0.42 0.52 0.56
0.23 0.330.48 0.62 0.72
0.26 0.39 0.580.82 0.98
0.29 0.45 0.72 1.07 1.32
0.32 0.50 0.81 1.24 1.65
0.34 0.52 0.83 1.24 1.65 0.19 0.20 0.21
0.34 0.51 0.78 1.12 1.42 0.32 0.35 0.380.330.48 0.71 0.98 1.22 0.520.59 0.63
0.31 0.450.65 0.88 1.11 1.22 0.96 1.05
0.28 0.41 0.58 0.78 0.99 1.17 1.26 1.46
0.26 0.37 0.51 0.66 0.83 1.02 1.21 1.40
0.24 0.33 0.44 0.55 0.66 0.78 0.87 0.94
0.21 0.28 0.36 0.43 0.48 0.53 0.54 0.57
0.24 0.29 0.33 0.350.36 0.36 0.38
0.22 0.25 0.27 0.28 0.29 0.29 0.29
0.21 0.25 0.27 0.29 0.30 0.30 0.31
0.22 0.28 0.32 0.36 0.38 0.41 0.43
0.24 0.32 0.39 0.47 0.56 0.63 0.66
0.26 0.35 0.45 0.59 0.78 0.991.08
0.26 0.36 0.480.65 0.92 1.28 1.49
0.26 0.36 0.47 0.63 0.89 1.21 1.38
0.33 0.43 0.55 0.70 0.86 0.92
0.30 0.36 0.42 0.49 0.53
0.56 0.26 0.29 0.32 0.34 0.36 0.38
0.24 0.27 0.27 0.280.29 0.30
0.260.29 0.28 0.30 0.31 0.32
0.30 0.35 0.40 0.39 0.42 0.44
0.36 0.44 0.54 0.65 0.66 0.69
0.40 0.52 0.69 0.91
1.161.13
0.58 0.79 1.10 1.48 1.74
0.59 0.801.11 1.49 1.72 0.43 0.47 0.50
0.55 0.74 0.98 1.23 1.40 1.39 0.81 0.85
0.48 0.63 0.81 0.99 1.19 1.39 1.20 1.33
0.40 0.54 0.70 0.86 1.06
1.311.54 1.57
0.36 0.53
0.670.79 0.93 1.09 1.261.27
0.38 0.56 0.67 0.710.75 0.81 0.87 0.83
0.410.55 0.60 0.61 0.61 0.62 0.60 0.59
0.60 0.69 0.67 0.61 0.55 0.47 0.44
0.85 1.05 0.96 0.78 0.60 0.43 0.37
1.22 1.69 1.61
1.190.72 0.46 0.36
2.26 1.59 0.880.54 0.40
2.54 1.79 1.01 0.61 0.42 0.35 0.30
1.63 1.00 0.66 0.45 0.40 0.37 0.33 0.33
1.43 1.13 0.86 0.64 0.51 0.51 0.53 0.46 0.42 0.42 0.45
0.80 0.73 0.61 0.63 0.72 0.82 0.75 0.630.53 0.46 0.44 0.531.37 2.14
0.66 0.86 1.141.44 1.36 1.03 0.76 0.56 0.48 0.53 0.73 1.13 1.69 2.20 2.12
1.68 2.12 2.21 1.68 1.09 0.71 0.52 0.48 0.58 0.78 1.04 1.37 1.42 1.16 1.07
2.62 2.03 1.28 0.74 0.51
0.440.48 0.56 0.67 0.80 0.830.79 0.87 1.23 1.96
1.220.72 0.50 0.44 0.470.45 0.47 0.52 0.55 0.59 0.71 1.05 1.72 2.28 2.35
0.46 0.46 0.42 0.38 0.37 0.38 0.40 0.45 0.56 0.77 1.07 1.42 1.57
0.30 0.27 0.28 0.30 0.32 0.35 0.40 0.49 0.62 0.74 0.83 0.72
0.19 0.22 0.25 0.28 0.31 0.34 0.37 0.420.46 0.45 0.38 0.36
0.18 0.21 0.240.26 0.26 0.27 0.28 0.30 0.29 0.31 0.38
0.17 0.190.20 0.21 0.23 0.25 0.30 0.33 0.33 0.32 0.35 0.44 0.55
0.19 0.22
0.260.27 0.29 0.32 0.41 0.620.92
0.21 0.230.26 0.35 0.53 0.87 1.42
0.23 0.33 0.59 1.15 1.91
0.21 0.29 0.53 1.07 1.94 2.52
0.20 0.26 0.43 0.80 1.47 1.90
0.22 0.32 0.55 0.89 1.141.17
0.19 0.240.37 0.52 0.60 0.63 0.53
0.19 0.25 0.31 0.34 0.37 0.36
0.21 0.23 0.28
0.24 1.51 1.32 0.89 0.53
1.18 1.05 0.74 0.46
0.83 0.76 0.56 0.38
0.56 0.54 0.42 0.29
0.34 0.37 0.310.23
0.20 0.25 0.23 0.19
0.13 0.18 0.18 0.16
0.11 0.17 0.17 0.15
0.16 0.21 0.20 0.17
0.26 0.30 0.26 0.20
0.44 0.440.35 0.25
0.66 0.63 0.48 0.32
0.99 0.88 0.63 0.41
1.36 1.19 0.81 0.50
1.56 1.35 0.90 0.54
1.48 1.29 0.87 0.52
1.141.01 0.71 0.45
0.79 0.72 0.53 0.36
0.53 0.52 0.40 0.28
0.32 0.35 0.29 0.22
0.19 0.24 0.22 0.18
0.12 0.17 0.170.15
0.11 0.16 0.16 0.15
0.15 0.20 0.19 0.16
0.26 0.30 0.26 0.20
0.43 0.44 0.35
0.25 0.66 0.62 0.47 0.32
0.98 0.870.63 0.41
1.35 1.18 0.81 0.49
1.56 1.35 0.90 0.54
1.50 1.30 0.88 0.53
1.17 1.04
0.730.47
0.83 0.77 0.58 0.40
0.600.60 0.48 0.35
0.42 0.47 0.42 0.33
0.33 0.40 0.39 0.35
0.29 0.38 0.41 0.40
0.29 0.380.46 0.48
0.32 0.43 0.580.64
0.38 0.60 0.97 1.06
0.43 0.89 1.61 1.70
0.45 1.11 2.05 2.17
0.43 1.17 2.13 2.690.461.15 2.08 2.30
0.46 0.961.75 1.77
0.42 0.66 1.09 1.16
0.36 0.45 0.62 0.67
0.32 0.36 0.43 0.45
0.30 0.30 0.33 0.33
0.31 0.27 0.27 0.25
0.340.30 0.29 0.25
0.38 0.37 0.39 0.34
0.37 0.38 0.40 0.40
0.22 0.28 0.33 0.34 0.31 0.35 0.39 0.42 0.43 0.42 0.41 0.42 0.52 0.600.59 0.76 1.22 1.86 2.46 2.54 1.99
0.20 0.29 0.40 0.48 0.49 0.40 0.46 0.51 0.55 0.57 0.56 0.540.56 0.60 0.66 0.60 0.71 1.01 1.61 2.10 2.17 1.73 1.10 0.71 0.57 0.64 0.65 0.58 0.73 1.171.83 2.44 2.40 1.76 1.10 0.64 0.41 0.37
0.25 0.37 0.53
0.680.70 0.51 0.59 0.65 0.680.70 0.70 0.70 0.70 0.69 0.69 0.60 0.63 0.79 1.06 1.28 1.30 1.12 0.82 0.61 0.54 0.61 0.610.56 0.65 0.90 1.39 1.66 1.65 1.33 0.82 0.53 0.37 0.34
0.300.47 0.70 0.93 1.010.67 0.80 0.86 0.86 0.85 0.88 0.91 0.89 0.80 0.74 0.62 0.59 0.64 0.70 0.75 0.75 0.71 0.64 0.570.53 0.57 0.57 0.54 0.59 0.71 0.84 0.92 0.91 0.80 0.62 0.44 0.33 0.31
0.23 0.37 0.600.90 1.23 1.38 0.88 1.11 1.15 1.05 1.00 1.09 1.21 1.16 0.94 0.81
0.640.57 0.54 0.54 0.550.55 0.54 0.53 0.54 0.54 0.58 0.57 0.54 0.55 0.56 0.58 0.60 0.58 0.53 0.46 0.40 0.33 0.29
0.25 0.42 0.73 1.16 1.60 0.65 1.07 1.45 1.47 1.23 1.11 1.29 1.53
1.441.06 0.72 0.69 0.600.56 0.55 0.55 0.56 0.55 0.55 0.56 0.58 0.60 0.60 0.57 0.56 0.54
0.530.51 0.49 0.45 0.42 0.390.35 0.30
0.27 0.46 0.82 1.34 1.91 0.65 1.06 1.49 1.52 1.25 1.14 1.32 1.60 1.48 1.030.68 0.77 0.67 0.63 0.62 0.64 0.64 0.63 0.63 0.65 0.66 0.67 0.66
0.640.64 0.63 0.60 0.570.52 0.51 0.50 0.46 0.39 0.31
0.25 0.42 0.71 1.12 1.520.47 0.54 0.61 0.66 0.70 0.70 0.70 0.71 0.73 0.75 0.74 0.73 0.72 0.720.72 0.68 0.64 0.58 0.60 0.62 0.57 0.45 0.33
0.25 0.39 0.63
0.951.230.55 0.65 0.71 0.77 0.80 0.81 0.81 0.82 0.83 0.84 0.830.83 0.82 0.82 0.81 0.77 0.73 0.66 0.75 0.79 0.70 0.53 0.37
0.230.35 0.52 0.74 0.900.69 0.83 0.90 0.92 0.93 0.97 1.00 1.000.98 0.96 0.99 1.01 1.00 0.97 0.93 0.93 0.90 0.82 1.02 1.06 0.89 0.64 0.43
0.21 0.300.44 0.59 0.680.87 1.12 1.18 1.09 1.061.17 1.29 1.28 1.15 1.09 1.18 1.30 1.28 1.13 1.06 1.12 1.19 1.08 0.81 1.39 1.12 0.79 0.50
0.21 0.28 0.39 0.50 0.531.051.45 1.48 1.27 1.16 1.37 1.63 1.58 1.32 1.19 1.38 1.63 1.57 1.31
1.161.32 1.52 1.36 0.95 1.781.43 0.97 0.59
0.21 0.29 0.38 0.48 0.491.06 1.52 1.56 1.30 1.19 1.39 1.71 1.65 1.34 1.21 1.40
1.711.64 1.33 1.19 1.361.61 1.43 0.95 2.10 1.71 1.11 0.64
MATCHLINE
Calculation Summary
Project: U-HAUL - HAYWARD
DescriptionCalcTypeUnitsGrid ZAvgMaxMinAvg/MinMax/Min
AUTO PARKING AND PAVED DRIVESIlluminanceFc00.682.620.174.0015.41 EAST TRUCK DRIVEIlluminanceFc00.602.690.115.4524.45
TRUCK LOAD - UNLOAD AREAIlluminanceFc00.842.540.204.2012.70 Luminaire Schedule - LED
Project: U-HAUL - HAYWARD
SymbolQtyLabelArrangementLum. WattsLum. LumensLLFLLDLDDUDFDescriptionFilename 7AASINGLE52.770380590.9000.9001.0001.000AR13-48N-MV-NW-4-XX-080AR13-48N-MV-NW-4-XX-080.ies 1BBSINGLE52.822379410.9000.9001.0001.000AR13-48N-MV-NW-3-XX-080AR13-48N-MV-NW-3-XX-080.ies 10W1SINGLE58.757380.9000.9001.0001.000ES1-24H-MV-NW-FT-XX-700IES ES1-24H-MV-NW-FT-XX-700 05 5W2SINGLE58.657710.9000.9001.0001.000ES1-24H-MV-NW-W-XX-700IES ES1-24H-MV-NW-W-XX-700 040
SCALESHEETREV
X 1 OF 1 1" = 30'01.03.2019
DATE
PHOTOMETRIC DATA USED AS INPUT FOR THESE CALCULATIONS
IS BASED ON ESTABLISHED IES PROCEDURES AND PUBLISHED
LAMP, RATINGS, FIELD PERFORMANCE WILL DEPEND ON ACTUAL
LAMP, BALLAST, ELECTRICAL, AND SITE CHARACTERISTICS.
ALL VALUES SHOWN ARE MAINTAINED HORIZONTAL FOOTCANDLES AT GRADE
ASSOCIATED LIGHTING REPRESENTATIVES, INC
7777 PARDEE LANE
P.O. BOX 2265
OAKLAND, CA 94621
PHONE: (510) 638-0158 - FAX (510) 638-2908
REPORT FOR: ATI ARCHITECTS + ENGINEERS
BY: APPLICATIONS ENGINEERING; RAMON ZAPATA
Calculations have been performed according to IES standards and good practice.
Some differences between measured values and calculated results may occur due to tolerances in calculation methods, testing procedures, component performance, measurement techniques and field conditions such as voltage and temperature variations. Input data used to generate the attached calculations such as room dimensions, reflectances, furniture and architectural elements significantly affect the lighting calculations. If the real environment conditions do not match the input data, differences will occur between measured values and calculated values.
SALES REPRESENTATIVE: ALR; TIM HALEY
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
CITY OF HAYWARD
U-HAUL
DRAWING NO. / INPUT FILE
17579HAL.DWG / 17579HAL.A32
PROJECT DESCRIPTION
AGI32 VERSION 19.11
AGI (C) 2019 LIGHTING ANALYSTS, INC.
10268 W. CENTENNIAL ROAD, SUITE 202
LITTLETON, CO 80127
Attachment IV
Attachment IV
CALIFORNIA STATE HIGHWAY 92
POINT EDEN WAY
C1.0 TOPOGRAPHIC SURVEY
NORTH
NOTES
LEGEND
2850 Collier Canyon Road
Livermore, CA 94551
Phone: (925) 245-8788
www.kierwright.com
NO.
APRIL, 2020
OF 8 SHEETS
SHEET
DATE
SCALE
DESIGNER
JOB NO. A19640 NO. REVISION BY REVISION BY
U-HAUL, INC.
4150 POINTE EDEN WAY
FOR
OF
HAYWARD, CALIFORNIA
DRAWN BY TB/JTQ
KS/SS
PRELIMINARY
1" = 40'
Attachment IV
CALIFORNIA STATE HIGHWAY 92
POINT EDEN WAY
LEGEND
C2.0 PRELIMINARY GRADING AND DRAINAGE PLAN
NORTH
2850 Collier Canyon Road
Livermore, CA 94551
Phone: (925) 245-8788
www.kierwright.com
NO.
APRIL, 2020
OF 8 SHEETS
SHEET
DATE
SCALE
DESIGNER
JOB NO. A19640 NO. REVISION BY REVISION BY
U-HAUL, INC.
4150 POINTE EDEN WAY
FOR
OF
HAYWARD, CALIFORNIA
DRAWN BY TB/JTQ
KS/SS
PRELIMINARY
1" = 40'
Attachment IV
CALIFORNIA STATE HIGHWAY 92
POINT EDEN WAY
LEGEND
C3.0 PRELIMINARY UTILITY PLAN
NORTH
2850 Collier Canyon Road
Livermore, CA 94551
Phone: (925) 245-8788
www.kierwright.com
NO.
APRIL, 2020
OF 8 SHEETS
SHEET
DATE
SCALE
DESIGNER
JOB NO. A19640 NO. REVISION BY REVISION BY
U-HAUL, INC.
4150 POINTE EDEN WAY
FOR
OF
HAYWARD, CALIFORNIA
DRAWN BY TB/JTQ
KS/SS
PRELIMINARY
1" = 40'
A
A
B
B
2 KS-1 TRASH CAPTURE DROP INLET
FLARED END SECTION OUTFALL
1 Attachment IV
CALIFORNIA STATE HIGHWAY 92
POINT EDEN WA
LEGEND
1 -
3 -
C4.0 EROSION CONTROL PLAN
NORTH
2850 Collier Canyon Road
Livermore, CA 94551
Phone: (925) 245-8788
www.kierwright.com
NO.
APRIL, 2020
OF 8 SHEETS
SHEET
DATE
SCALE
DESIGNER
JOB NO. A19640 NO. REVISION BY REVISION BY
U-HAUL, INC.
4150 POINTE EDEN WAY
FOR
OF
HAYWARD, CALIFORNIA
DRAWN BY TB/JTQ
KS/SS
PRELIMINARY
DROP INLET SEDIMENT FILTER
3 STRAW WATTLE
1"x1" STAKE
2 NOTE:
STABILIZED CONSTRUCTION ENTRANCE
PROFILE
PLAN
1 1" = 40'
3 -
3 -
3 -
2 -
2 -
2 -
2 -
Attachment IV
CALIFORNIA STATE HIGHWAY 92
POINT EDEN WAY
PROGRESS SET
LEGEND
C5.0 PRELIMINARY STORM WATER QUALITY CONTROL PLAN
NORTH
2850 Collier Canyon Road
Livermore, CA 94551
Phone: (925) 245-8788
www.kierwright.com
NO.
APRIL, 2020
OF 8 SHEETS
SHEET
DATE
SCALE
DESIGNER
JOB NO. A19640 NO. REVISION BY REVISION BY
U-HAUL, INC.
4150 POINTE EDEN WAY
FOR
OF
HAYWARD, CALIFORNIA
DRAWN BY TB/JTQ
KS/SS
PRELIMINARY
1" = 40'
DMA1
DMA2
DMA3
DMA5
DMA4
Attachment IV
CALIFORNIA STATE HIGHWAY 92
POINT EDEN WAY
LEGEND
C2.0 PRELIMINARY GRADING AND DRAINAGE PLAN
NORTH
2850 Collier Canyon Road
Livermore, CA 94551
Phone: (925) 245-8788
www.kierwright.com
NO.
APRIL, 2020
OF 8 SHEETS
SHEET
DATE
SCALE
DESIGNER
JOB NO. A19640 NO. REVISION BY REVISION BY
U-HAUL, INC.
4150 POINTE EDEN WAY
FOR
OF
HAYWARD, CALIFORNIA
DRAWN BY TB/JTQ
KS/SS
PRELIMINARY
1" = 40'
14,378.4 sf
14,378.9 sf
EXISTING EAST BAY
REGIONAL PARK DISTRICT
PARCEL APPROXIMATELY
14,378 S.F. TO BE SWAPPED.
TO BE GRANTED TO UHAUL
PROPOSED LAND SWAP AREA
TO BE GRANTED TO EAST BAY
REGIONAL PARK DISTRICT
APPROXIMATELY 14,378 S.F.
PROPOSED 18' WIDE TRAIL
EASEMENT TO BE GRANTED
TO EAST BAY REGIONAL PARK
UHAUL TO MAINTAIN
RIGHT TO PLACE UTILITES
AND HAVE PEDESTRIAN
ACCESS IN THIS AREA
PROPOSED LAND SWAP EXHIBIT
Attachment IV