Attachment 2 - Resolution 2024-145 (Exhibit A_Project Plans)

T
T
T
T
W
W
W
W
W
SS
RP
RP
RP
RP
SS
SS
SS
RP
E
S
S
T
S
S
S
S
S
S
I-10

VICINITY MAP

E HOSPITALITY LN

HARRIMAN PL

S TIPPECANOE AVE

COULSTON ST

E BRIER DR

HARDT ST

S TIPPECANOE AVE
SITE
n.t.s.

E GOULD ST
16300 SF

FIRST FLOOR

BUILDING B
16514 SF

FIRST FLOOR

BUILDING A
17048 SF

FIRST FLOOR

BUILDING C

BRIER STREET
30' - 0"
25 ENTRY
ENTRY
46 PARKING PROVIDED
BASIN
BASIN

BRIER STREET
ENTRY

FIRE LANE

HARDT STREET
BASIN
ENTRY
ENTRY
43 PARKING PROVIDED INCLUDING
PARKING EASEMENT FOR 8 CARS
ON THE ADJACENT LOT 31

SWR EASEMENT

HARDT STREET

GRADE LEVEL DOORS
9' - 0"8' - 0"9' - 0"
19' - 0"

NOT A PART
TYP.
9' - 0"
8' - 0"10' - 11 1/4"
15' - 8 1/4"

TRANSFORMER

TRANSFORMER
30' - 0"
TYP.
9' - 0"
26' - 0"
MIN. BACKOUT
53' - 0"

PLANTED

NOT A PART NOT A PART

NOT A PART

TRASH/ RECYCLE

ENCLOSURE

TRASH/ RECYCLE

ENCLOSURE

TRASH/ RECYCLE

ENCLOSURE

TRASH/ RECYCLE

ENCLOSURETRASH/ RECYCLE

ENCLOSURE

TRASH/ RECYCLE

ENCLOSURE

SIDE SETBACK
10' - 0".

REAR SETBACK
10' - 0".
50' - 6 1/4"

FRONT SETBACK
15' - 0"

FRONT SETBACK
10' - 0"

SIDE SETBACK
10' - 0"

SIDE SETBACK
10' - 0".

REAR SETBACK
10' - 0"
59' - 3 1/4"

SIDE SETABCK
10' - 0"

REAR SETBACK
10' - 0".

ELECTRICAL CABINET

ELECTRICAL

CABINET

ELECTRICAL

CABINET

PROPOSED
B, F-1, M, S-1 OCCUPANCY

NEW DRIVEWAY NEW DRIVEWAY

NEW DRIVEWAYNEW DRIVEWAYNEW DRIVEWAY

SEWER EASEMENT
15' - 0"

UTILITY EASEMENT
5' - 0"

UTILITY EASEMENT
5' - 0"
LOT 25
LOT 32
LOT 31
LOT 30
LOT 29
LOT 24

BICYCLE

PARKING

BICYCLE

PARKING

TRUCK WELL ( LOADING SPACE) TRUCK WELL ( LOADING SPACE)

PLANTED PLANTED

BICYCLE

PARKING

PLANTED
43 PARKING PROVIDED NOT

INCLUDING PARKING EASEMENT ON
ADJACENT LOT 31 FOR BUILDING A

LOADING
SPACE

PLANTED

BICYCLE

PARKING

BICYCLE

PARKING

BICYCLE

PARKING

NEW DRIVEWAY NEW DRIVEWAY

FIRE LANE

GRADE LEVEL DOORS

TRANSFORMER

PLANTED

TRASH/ RECYCLE

ENCLOSURE

TRASH/ RECYCLE

ENCLOSURE

TRASH/ RECYCLE

ENCLOSURE

REAR SETBACK
10' - 0"

SIDE SETBACK
10' - 0"
10' - 4"

NEW DRIVEWAYNEW DRIVEWAY

SEWER EASEMENT
15' - 0"

PLANTED

LOADING
SPACE

LOADING
SPACE
PLANT

PLANTED

PLANTED
TYP.
9' - 0"
1 20 21

OVERHANG
1' - 0"

MARK FIRE LANES

PER FIRE DEPARTMENT

REQUIREMENTS

FIRE LANEMARK FIRE LANES

PER FIRE DEPARTMENT

REQUIREMENTS

MARK FIRE LANES

PER FIRE DEPARTMENT

REQUIREMENTS

MARK FIRE LANES

PER FIRE DEPARTMENT

REQUIREMENTS
150' FIRE LANEMARK FIRE LANES

PER FIRE DEPARTMENT

REQUIREMENTS
150' FIRE LANEMARK FIRE LANES

PER FIRE DEPARTMENT

REQUIREMENTS
150' FIRE LANEMARK FIRE LANES

PER FIRE DEPARTMENT

REQUIREMENTS
A5
A10
A11 A15 A16 A23 A24 A32 A35 A36 B43 B42 B34 B33 B23
B22
B12
B11
B5B4
B1A1
A4
A31
16' - 0"
TYP.
9' - 0"
9' - 0"
VAN
VAN

CLEAN AIR/ VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV
"LONG TERM"

BICYCLE PARKING
"LONG TERM"

BICYCLE PARKING
16' - 0"

OVERHANG
3' - 0"
A43
C1
C5
C10
C11 C19 C25 C32
C33
C38
C42
C43
C44C45
C46
19' - 0" TYP.

TYP.
9' - 0" 9' - 0"9' - 0"8' - 0"

OVERHANG
3' - 3 1/4"
15' - 8 3/4"
TYP.
9' - 0"
16' - 0 1/4"

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

STUB CONDUIT FOR

FUTURE CHARGING

STATION PER
CALGREEN 5.106.5.3.

VAN

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/ VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV
"LONG TERM"

BICYCLE PARKING
12 13
12 1330 29 21 20
19' - 0" 26' - 0"
R 54' - 0"
1 PLANTED

FRONT SETBACK
10' - 0"

ELECTRICAL

CABINET

PROPOSED
B, F-1, M, S-1 OCCUPANCY
LOT 17
LOT 18

PLANTED

TRANSFORMER
41 31 30
40 PLANTED
13759 SF
BUILDING D1
13759 SF
BUILDING D2
VAN
VAN

BICYCLE

PARKING

CLEAN AIR/

VANPOOL/EV
ENTRY

BICYCLE

PARKING
ENTRY
ENTRY
ENTRY
ENTRY
ENTRY
ENTRY
ENTRY
ENTRY
ENTRY
ENTRY

PROPOSED
B, F-1, M, S-1 OCCUPANCY

ELECTRICAL

CABINET
19' - 0" 8' - 0"
3' - 0"

SETBACK
10' - 0"

SCREENING WALL

SETBACK LINE

NOT A PART NOT A PART
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KENNEN E
project:

CHECKED BY:

DRAWN BY:

JOB NO:

DATE:

KENNETH D. SMITH

ARCHITECT
& ASSOCIATES, INC.
500 FESLER ST. SUITE 102
E L C A J O N -C A -9 2 0 2 0
PH / 619 444 2182
Fax / 619 442 2699
D:\Users\Ken Smith\My Documents\18017
Site Brier&Hardt3-Centeral_detached
[email protected]
5/6/2023 2:42:47 PM
DD0.2
Hardt & Brier Business
Park
SAN BERNARDINO, CA
Project Number
5-20-19
Author
Checker
New Shell Buildings
NORTH
5 NEW FREESTANDING TILT-UP SHELL BUILDINGS

PROJECT SCOPE
1" = 30'-0"

OVERALL SITE
PLAN
Revision Schedule
# Date Description

HARDT STREET

BASIN ENTRY
43 PARKING PROVIDED INCLUDING
PARKING EASEMENT FOR 8 CARS
ON THE ADJACENT LOT 31

SWR EASEMENT
9' - 0"8' - 0"9' - 0"
19' - 0"

TRANSFORMER
26' - 0"

PLANTED

TRASH/ RECYCLE

ENCLOSURE

TRASH/ RECYCLE

ENCLOSURE

SIDE SETBACK
10' - 0".

FRONT SETBACK
10' - 0"

ELECTRICAL CABINET

PROPOSED
B, F-1, M, S-1 OCCUPANCY

NEW DRIVEWAY

SEWER EASEMENT
15' - 0"

UTILITY EASEMENT
5' - 0"
LOT 30
LOT 29

BICYCLE

PARKING

BICYCLE

PARKING

TRUCK WELL ( LOADING SPACE)

PLANTED

BICYCLE

PARKING

PLANTED

FIRE LANE

MARK FIRE LANES

PER FIRE DEPARTMENT

REQUIREMENTS

FIRE LANE

MARK FIRE LANES

PER FIRE DEPARTMENT

REQUIREMENTS
A5A10
A11
A15
A16
A23
A24
A32
A35
A36
B43
A1
A4
A31
16' - 0"
16' - 0"
TYP.
9' - 0"
9' - 0"
VAN

CLEAN AIR/ VANPOOL/EV

CLEAN AIR/

VANPOOL/EV
"LONG TERM"

BICYCLE PARKING

CLEAN AIR/ VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV
A43

FIRE DEPARTMENT CONNECTION
6' HIGH CONCRETE SCREENING WALL

PLANTED
ENTRY

PLANTED
B4
16' - 0"
TYP.
9' - 0" VAN

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

PLANTED
B1
ENTRY
ENTRY
15' - 0"
PARAPET ALONG THIS WALL IS LESS THAN 30' HIGH
PARAPET ALONG THIS WALL IS LESS THAN 30' HIGH
43' - 8"
44' - 4 3/4"
31' - 0"
26' - 0"
31' - 2"

REAR SETBACK
10' - 0".
63' - 0"
27' - 0" 26' - 0" 10' - 0"
N89º47'57"E 164.12'
N89º47'57"E 149.98'
N89º47'57"E 187.05'
N89º47'57"E 116.46'
N89º47'57"E 149.98'
N89º47'57"E 164.12'
S00º12'03"E 180.00'
S00º12'03"E 180.00'
N21º12'45"E 193.35'

EXTENT OF TRAFFIC SAFETY SIGHT AREA,

TYPICAL AT EACH SIDE OF EACH DRIVEWAY

EXTENT OF TRAFFIC SAFETY SIGHT AREA,

TYPICAL AT EACH SIDE OF EACH DRIVEWAY
N89°47'57"E 580.55'
N89°47'57"E 651.40'
4 DD1.1
4 DD1.1
- EXISTING WATER SERVICE LINE
- EXISTING SEWER SERVICE LATERAL
- EXISTING FIRE (WATER) SERVICE LINE
- EXISTING IRRIGATION (WATER) SERVICE LINE
- EXISTING ELECTRICAL SERVICE LINE
- EXISTING GAS SERVICE LINE
- EXISTING FIRE HYDRANT
- PROPOSED FIRE HYDRANT
- EXISTING POLE MOUNTED LIGHT STANDARD
- PROPOSED POLE MOUNTED LIGHT STANDARD
- POST INDICATOR VALVE
- FIRE DEPARTMENT POINT OF CONNECTION
- REDUCED PRESSURE DETECTION ASSEMBLY
(RPDA) or DOUBLE CHECK VALVE ASSEMBLY
(DCVA) PER JURISDICTION
- NUMBER OF PARKING
- HANDICAP PARKING SYMBOL

SITE LEGEND

POST INDICATOR VALVE

FIRE DEPARTMENT POINT OF CONNECTION
1 ACCESSIBLE PATH OF TRAVEL
NEW PATH OF TRAVEL (P.O.T.) AS INDICATED IS A BARRIER FREE ACCESS ROUTE WITHOUT ANY ABRUPT VERTICAL CHANGES EXCEEDING 1/2" BEVELED AT 1:2 MAXIMUM SLOPE, EXCEPT THAT LEVEL CHANGES DO NOT EXCEED 1/4" VERTICAL AND IS AT LEAST 48" WIDE. SURFACE IS SLIP RESISTANT, STABLE, FIRM, AND SMOOTH. CROSS-SLOPE DOES NOT EXCEED 2% AND SLOPE IN DIRECTION OF TRAVEL IS LESS THAT 5% UNLESS OTHERWISE INDICATED. P.O.T. SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM (11B-307.2) AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM A WALL AND ABOVE 27" AND LESS THAN 80" (11B-307.3).

GAGE CANAL

E BRIER DR

HARDT ST

E HOSPITALITY LN

HARDT ST

E BRIER DR

S TIPPECANOE AVE
SITE
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KENNEN E
project:

CHECKED BY:

DRAWN BY:

JOB NO:

DATE:

KENNETH D. SMITH

ARCHITECT
& ASSOCIATES, INC.
500 FESLER ST. SUITE 102
EL CAJON - CA - 92020
PH / 619 444 2182
Fax / 619 442 2699
D:\Users\Ken Smith\My Documents\18017 Hardt Street building Aflopped-CANTERAL[2019][email protected] 7/22/2022 1:40:04 PM DD1.0
Hardt & Brier Business Park
LOTS 29 & 30
SAN BERNARDINO, CA
18017
9/31/2021
Ken
Checker
NEW SHELL BUILDING 'A'
1" = 20'-0"
SITE
PLAN
NORTH
SITE AREA:

PROPOSED BUILDING COVERAGE:

PROPOSED LANDSCAPE AREA:

PROPOSED PAVING AREA:

TYPE OF DEVELOPMENT:

SITE INFORMATION

30.4 %
15,030 SF 27.67 %

41.92 %
54,315 SF
16,514 SF
22,771 SF
SHELL

1.25 ACRES
PARKING PROVIDED:
37 STANDARD SPACES PROVIDED
0 COMPACT SPACES PROVIDED
1 VAN ACCESSIBLE SPACES PROVIDED
1 ACCESSIBLE SPACES PROVIDED
4 CLEAN AIR VEHICLE SPACES PROVIDED ( 8% of AUTO SPACES MIN.) 2 FUTURE E.V. CHARGING STATIONS

43 TOTAL AUTOMOBILE SPACES PROVIDED
2 SHORT TERM BICYCLE SPACES w/ PERMANENTLY ANCHORED RACKS (5% of VISITOR AUTO SPACES MIN. 1 LONG TERM BICYCLE SPACE IN LOCKABLE, PERMANENTLY ANCHORED LOCKER (5% of TENANT/EMPLOYEE AUTO SPACES MIN.)

PARKING TABULATION
OWNER

OAK PROPERTIES
1000 PIONEER WAY
EL CAJON, CA. 92020
Tel:(619) 440 7424
Fax:(619) 440 8914
Email:-
CONTACT:GREGG HAMANN
PARCELS 29 & 30 OF PARCEL MAP NO. 5464

FILED IN SAN BERNARDING COUNTY
APN: 0281-311-17 & 08
ADDRESS: HARDT STREET
USE: SHELL
ZONE: TOD CR-3

LEGAL DESCRIPTION

SHEET LIST DD
SHEET # SHEET NAME
DD1.0 SITE PLAN
DD1.1 SITE DETAILS
DD2.1 FLOOR PLAN
DD2.2 ROOF PLAN
DD2.3 ELEVATIONS
DD2.4 ELEVATIONS
Revision Schedule
# Date Description
0' 20' 80'40'

PROJECT SCOPE

A FREESTANDING SPRINKLERED TILT-UP SHELL BUILDING

THAT WILL BE CAPABLE OF ACCOMMODATING A VARIETY OF
USES, ON APPROXIMATELY 1.25 ACRES
1" = 500'-0"

VICINITY MAP

RAILROAD

BUILDING A
'HSS' BEAM PER PLAN
CONC. TILT UP

WALL PANEL
METAL CLOSURE @

PERIMETER OF ROOF
3/4" DIA. BOLT
LATCH
'HSS' POST

PER PLAN
CONC. TILT-UP

WALL PANEL

BOLLARD
CONC. SLAB
5/8" DIA. CANE
BOLT @ OPP. FACE
7'-3 1/2" HIGH CORREGATED SOLID METAL GATES w/
L2x2x1/4 GATE FRAME and 20 GA. METAL DECK INFILL
METAL CLOSURE @ PERIMETER OF ROOF
'HSS' BEAM

PER PLAN
CONC. TILT-UP

WALL PANEL

BOLLARD
SEE EXT. ELEVATIONS

FOR PAINT COLOR LEGEND
METAL CLOSURE @

PERIMETER OF ROOF
7' - 9 1/2"
6' - 0"
1' - 9" 7' - 9 1/2"
ABC
1' - 9"
BOLLARD1' - 9" 7' - 9 1/2"
NOTE:

TRASH ENCLOSURE TO

BE PAINTED TO MATCH

MAIN BUILDING COLOR
5 1/2" THICK CONC.

TILT-UP END PANEL
HSS 3x3x1/4
TYP. OF 3
6"x6"
CONC.

CURB

CORREGATED SOLID

METAL GATES- INSTALL

PER SUPPLIERS

RECOMMENDATIONS
NOTES:
• USE 3,000 PSI CONC. w/
A.S.T.M. A-615 GR. 60 STEEL

REINFORCING
• ALL EXPOSED METAL

SHALL BE PRIMED &
RECEIVE 2-COATS OF
PAINT

CROSSHATCHED AREA
INDICATED 8" MIN. CONC.

PAVING w/ #4 @ 16" O.C.

EACH WAY
CONC. - FILLED PIPE-
(AS REQUIRED)
8' - 8" 6' - 0" 8' - 0 1/2"
5 DD1.1
3 DD1.1
3 DD1.1
3 DD1.1
B
AC

BUILDING WALL

PER PLAN
0' - 0 1/2" 8' - 7 1/2" 0' - 4"
17' - 0"
3' - 0"
8' - 0 1/2"
MIN.
8' - 0"
'HSS' BEAM PER PLAN
CONC. TILT-UP

WALL PANEL
CONC. SLAB
7'-3 1/2" HIGH CORREGATED
SOLID METAL GATES w/
L2x2x1/4 GATE FRAME
and 20 GA. METAL DECK INFILL
METAL

CLOSURE
@ PERIMETER

OF ROOF
SLOPE 1/8"

PER FOOT
PROVIDE CONT.

ANGLE EMBED

FOR HINGES

STEEL DECK

PER PLAN
7' - 9 1/2"
1' - 9"
CONC. FOOTING
PER STRUCT'L.

BUILDING WALL

PER PLAN

WHEEL STOP
3' - 0"
3' - 0"
MIN.
9' - 0"

ACCESSIBLE

STALL STRIPING

TYPICAL STALL

STRIPING

WHEEL STOP
HANG

OVER LENGTH PER NOTE ABOVE
ABOVE

PER NOTE
LENGTH

STRIPING PAINTED

WIDTH PER NOTE
ABOVE
4" WIDE STRIPING

PAINTED WHITE
AT EDGE OF 9'- 0"

LENGTH PER NOTE ABOVE

TYPICAL STALL
w/ OVERHANG
CURB

OVERHANG LENGTH PER NOTE ABOVE
ABOVE

PER NOTE

STRIPING PAINTED

WIDTH PER NOTE
ABOVE

LENGTH PER NOTE ABOVE
19' - 0"
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KENNEN E
project:

CHECKED BY:

DRAWN BY:

JOB NO:

DATE:

KENNETH D. SMITH

ARCHITECT
& ASSOCIATES, INC.
500 FESLER ST. SUITE 102
EL CAJON - CA - 92020
PH / 619 444 2182
Fax / 619 442 2699
D:\Users\Ken Smith\My Documents\18017 Hardt Street building Aflopped-CANTERAL[2019][email protected] 7/22/2022 1:40:14 PM DD1.1
Hardt & Brier Business Park
LOTS 29 & 30
SAN BERNARDINO, CA
18017
9/31/2021
Author
Checker
NEW SHELL BUILDING 'A'
1/4" = 1'-0"
DD1.1
1 3D JPEG VIEW
1/4" = 1'-0"
DD1.1
3 ELEVATIONS
1/4" = 1'-0"
DD1.1
4 FLOOR PLAN
1/4" = 1'-0"
DD1.1
5 SECTION
1/8" = 1'-0"
DD1.1
6 PARKING
Revision Schedule
# Date Description

TYPICAL SCREENING WALL

NOT TO SCALE
A
1357
C
E
B
DD2.3

DD- SOUTH- A
DD2.3

DD-EAST-A
DD2.4

DD- NORTH- A
DD2.4

DD-WEST-A
SHELL
100A
190' - 0"
98' - 0"
46' - 0" 17' - 6 1/2" 30' - 5 1/2" 32' - 4 1/2" 15' - 7 1/2" 48' - 0" 51' - 6" 30' - 0" 16' - 6"

FIRE RISER/

TELEPHONE
101
2 DD2.2
246

FIRE RISER ROOF LADDER

ELECTRICAL

CABINET

LONG TERM BIKE PARKING
-
---
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KENNEN E
project:

CHECKED BY:

DRAWN BY:

JOB NO:

DATE:

KENNETH D. SMITH

ARCHITECT
& ASSOCIATES, INC.
500 FESLER ST. SUITE 102
EL CAJON - CA - 92020
PH / 619 444 2182
Fax / 619 442 2699
D:\Users\Ken Smith\My Documents\18017 Hardt Street building Aflopped-CANTERAL[2019][email protected] 7/22/2022 1:40:23 PM DD2.1
Hardt & Brier Business Park
LOTS 29 & 30
SAN BERNARDINO, CA
18017
9/31/2021
Ken
Checker
NEW SHELL BUILDING 'A'
1/8" = 1'-0"
FIRST
FLOOR
PLAN
NORTH

SQUARE FOOTAGE
Name Area
Area Not Placed
Not Placed 0 SF
BUILDING A 16,514 SF
01 FIRST FLOOR 16,514 SF
Revision Schedule
# Date Description
0' 8' 32'16'

A
1357
C
E
B
DD2.3

DD- SOUTH- A
DD2.3

DD-EAST-A
DD2.4

DD- NORTH- A
DD2.4
DD-WEST-A51' - 6" 30' - 0" 16' - 6"
98' - 0"
190' - 0"
63' - 6 1/2" 62' - 10" 63' - 7 1/2"

RIDGERIDGE
SLOPE 3/8": FT. (MIN.)SLOPE 3/8": FT. (MIN.)
TYP. U.O.N.
8' - 1 1/2"
14' - 0"
246
29' - 6 1/2" BOT OF SHTG
29' - 11" T.O.W.
28' - 11" T.O.W.
28' - 11" T.O.W.
35' - 0" T.O.W.
33' - 4" T.O.W.
28' - 11" BOT OF SHTG
30' - 8" BOT OF SHTG
33' - 4" T.O.W.
30' - 8" BOT OF SHTG7' - 6 1/2" 6' - 10"
01 FIRST FLOOR
0"
ROOF
28' - 11"

PARAPET
35' - 0"
ACE B

ROOF MOUNTED HVAC EQUIPMENTPARAPET WALL
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JOB NO:

DATE:

KENNETH D. SMITH

ROOFTOP EQUIPMENT SHOWEN IS CONCEPTIAL.

ACTUAL PLACMENT WILL VARY.

NORTH
1/8" = 1'-0"
Section 1
Revision Schedule
# Date Description
0' 10' 40'20'
0' 8' 32'16'

WINDOW STOREFRONT

GLAZING
2" REVEAL
2" REVEALS
AT 7" O.C.

TRASH ENCLOSURE

CONCRETE TILT-UP

WALL, PAINTED

GLASS SYSTEM GLASS SYSTEM

STOREFRONT GLAZING

GLASS SYSTEM
35' - 0" TO 40' - 0"
WINDOW METAL PERSONNEL DOOR STEEL O.H. DOOR
2" REVEAL
TRASH

ENCLOSURE

CONCRETE TILT-UP

WALL, PAINTED

GLASS SYSTEM

STOREFRONT GLAZING
28' - 11" TO 38' - 8"
36' - 6" TO 40' - 0"
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project:

CHECKED BY:

DRAWN BY:

JOB NO:

DATE:

KENNETH D. SMITH

D D -S O U T H -A
1/8" = 1'-0"

DD- EAST- A
EXTERIOR PAINT :

COLORS SHALL BE SHERWIN-WILLIAMS PAINT TO MATCH
NUMBERS BELOW.

A
B
C
SW 6203 SPARE WHITE
SW 7667 ZIRCON
SW 7669 SUMMIT GRAY
Revision Schedule
# Date Description

WINDOW STOREFRONT GLAZINGELECTRICAL CABINET
2" REVEAL
TRASH

ENCLOSURE

CONCRETE TILT-UP

WALL, PAINTED

GLASS SYSTEM

STOREFRONT GLAZINGTRASH ENCLOSURE

METAL PERSONNEL DOOR ELECTRICAL

CABINET
2" REVEAL
2" REVEALS TRASH ENCLOSURE STEEL O.H. DOOR

CONCRETE TILT-UP

WALL, PAINTED
TRASH

ENCLOSURE
35' - 0" TO 40' - 0"
33' - 4" TO 38' - 8"
C
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KENNEN E
project:

CHECKED BY:

DRAWN BY:

JOB NO:

DATE:

KENNETH D. SMITH

ARCHITECT
& ASSOCIATES, INC.
500 FESLER ST. SUITE 102
EL CAJON - CA - 92020
PH / 619 444 2182
Fax / 619 442 2699
D:\Users\Ken Smith\My Documents\18017 Hardt Street building Aflopped-CANTERAL[2019][email protected] 7/22/2022 1:42:01 PM DD2.4
Hardt & Brier Business Park
LOTS 29 & 30
SAN BERNARDINO, CA
18017
9/31/2021
Author
Checker
NEW SHELL BUILDING 'A'
Revision Schedule
# Date Description
1/8" = 1'-0"

D D -W E S T -A
1/8" = 1'-0"

DD- NORTH- A
EXTERIOR PAINT :

COLORS SHALL BE SHERWIN-WILLIAMS PAINT TO MATCH
NUMBERS BELOW.

A
B
C
SW 6203 SPARE WHITE
SW 7667 ZIRCON
SW 7669 SUMMIT GRAY
ENTRY

SWR EASEMENT
TYP.
9' - 0"

PLANTED

TRASH/ RECYCLE

ENCLOSURE

TRASH/ RECYCLE

ENCLOSURE

FRONT SETBACK
15' - 0"

SIDE SETBACK
10' - 0"

REAR SETBACK
10' - 0".

ELECTRICAL

CABINET

PROPOSED
B, F-1, M, S-1 OCCUPANCY

NEW DRIVEWAY

SEWER EASEMENT
15' - 0"
LOT 32
LOT 31

TRUCK WELL ( LOADING SPACE)

PLANTED

BICYCLE

PARKING
43 PARKING PROVIDED NOT

INCLUDING PARKING EASEMENT ON
ADJACENT LOT 31 FOR BUILDING A

BICYCLE

PARKING

PLANTED

FIRE LANE

MARK FIRE LANES

PER FIRE DEPARTMENT

REQUIREMENTS

FIRE LANE

MARK FIRE LANES

PER FIRE DEPARTMENT

REQUIREMENTS
A32
A35
A36
B43
B42
B34
B33
B23
B22
B12
B11
B6
A1
A4
16' - 0"
16' - 0"
TYP.
9' - 0"
9' - 0"
VAN

CLEAN AIR/

VANPOOL/EV
16' - 0"

OVERHANG
3' - 0"
8' - 0"
TYP.
9' - 0" 9' - 0"9' - 0"8' - 0"

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV
"LONG TERM"

BICYCLE PARKING
A43

FIRE DEPARTMENT

CONNECTION
6' HIGH CONCRETE

SCREENING WALL

PLANTED
ENTRY

PLANTED
B4
16' - 0"
TYP.
9' - 0" VAN

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

PLANTED
ENTRY
B1
PARAPET ALONG THIS WALL IS LESS THAN 30' HIGH
PARAPET ALONG THIS WALL IS LESS THAN 30' HIGH
63' - 0"
27' - 0" 26' - 0" 10' - 0"
19' - 0"
9' - 0"
10' - 8 1/2"
19' - 0"
26' - 0"
19' - 0"
8' - 0"
82' - 8 1/2"

REAR SETBACK LINE

SIDE SETBACK LINE
43' - 8"
44' - 4 3/4"
31' - 0"
26' - 0"
31' - 2"
N89º47'57"E 150.00'
N89º47'57"E 1150.24'
N89º47'57"E 164.12'
N89º47'57"E 164.12'
N89º47'57"E 149.99'
S00º16'57"E 180.00'
S00º12'03"E 180.00'
S00º12'03"E 180.00'

EXTENT OF TRAFFIC SAFETY SIGHT AREA,

TYPICAL AT EACH SIDE OF EACH DRIVEWAY
4 DD1.1
4 DD1.1
- EXISTING WATER SERVICE LINE
- EXISTING SEWER SERVICE LATERAL
- EXISTING FIRE (WATER) SERVICE LINE
- EXISTING IRRIGATION (WATER) SERVICE LINE
- EXISTING ELECTRICAL SERVICE LINE
- EXISTING GAS SERVICE LINE
- EXISTING FIRE HYDRANT
- PROPOSED FIRE HYDRANT
- EXISTING POLE MOUNTED LIGHT STANDARD
- PROPOSED POLE MOUNTED LIGHT STANDARD
- POST INDICATOR VALVE
- FIRE DEPARTMENT POINT OF CONNECTION
- REDUCED PRESSURE DETECTION ASSEMBLY
(RPDA) or DOUBLE CHECK VALVE ASSEMBLY
(DCVA) PER JURISDICTION
- NUMBER OF PARKING
- HANDICAP PARKING SYMBOL

SITE LEGEND

POST INDICATOR VALVE

GAGE CANAL

E BRIER DR

HARDT ST

RAILROAD
SITE
C
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IC ATSL T

KENNEN E
project:

CHECKED BY:

DRAWN BY:

JOB NO:

DATE:

KENNETH D. SMITH

ARCHITECT
& ASSOCIATES, INC.
500 FESLER ST. SUITE 102
EL CAJON - CA - 92020
PH / 619 444 2182
Fax / 619 442 2699
D:\Users\Ken Smith\My Documents\18017 Hardt Street building Bflopped-CENTERAL[2019][email protected] 7/22/2022 1:54:14 PM DD1.0
Hardt & Brier Business Park
LOTS 31 & 32
SAN BERNARDINO, CA
Project Number
5-20-19
Author
Checker
NEW SHELL BUILDING 'B'
PARCELS 31 & 32 OF PARCEL MAP NO. 5464

FILED IN SAN BERNARDING COUNTY
APN: 0281-311-07 & 06
ADDRESS: HARDT STREET
USE: SHELL
ZONE: TOD CR-3

LEGAL DESCRIPTIONOWNER

OAK PROPERTIES
1000 PIONEER WAY
EL CAJON, CA. 92020
Tel:(619) 440 7424
Fax:(619) 440 8914
Email:-
CONTACT:GREGG HAMANN
SITE AREA:

PROPOSED BUILDING COVERAGE:

PROPOSED LANDSCAPE AREA:

PROPOSED PAVING AREA:

TYPE OF DEVELOPMENT:

SITE INFORMATION

28.82 %
13,356 SF 23.61 %

47.57 %
56,564 SF
16,300 SF
26,908 SF
SHELL

1.30 ACRES
PARKING PROVIDED:
37 STANDARD SPACES PROVIDED
0 COMPACT SPACES PROVIDED
1 VAN ACCESSIBLE SPACES PROVIDED
1 ACCESSIBLE SPACES PROVIDED
4 CLEAN AIR VEHICLE SPACES PROVIDED ( 8% of AUTO SPACES MIN.) 2 FUTURE E.V. CHARGING STATIONS

PARKING TABULATION
1" = 20'-0"
SITE
PLAN
NORTH

DD SHEET LIST
SHEET # SHEET NAME
DD1.0 SITE
DD1.1 SITE DETAILS
DD2.1 FLOOR PLAN
DD2.2 ROOF PLAN
DD2.3 ELEVATIONS
DD2.4 ELEVATIONS
Revision Schedule
# Date Description
0' 20' 80'40'

A FREESTANDING SPRINKLERED TILT-UP SHELL BUILDING

THAT WILL BE CAPABLE OF ACCOMMODATING A VARIETY
OF USES, ON APPROXIMATELY 1.30 ACRES

PROJECT SCOPE
1" = 500'-0"

VICINITY MAP

BUILDING B
'HSS' BEAM PER PLAN
CONC. TILT UP

WALL PANEL
METAL CLOSURE @

PERIMETER OF ROOF
3/4" DIA. BOLT
LATCH
'HSS' POST

PER PLAN
CONC. TILT-UP

WALL PANEL

BOLLARD
CONC. SLAB
5/8" DIA. CANE
BOLT @ OPP. FACE
7'-3 1/2" HIGH CORREGATED SOLID METAL GATES w/
L2x2x1/4 GATE FRAME and 20 GA. METAL DECK INFILL
METAL CLOSURE @ PERIMETER OF ROOF
'HSS' BEAM

PER PLAN
CONC. TILT-UP

WALL PANEL

BOLLARD
SEE EXT. ELEVATIONS

FOR PAINT COLOR LEGEND
METAL CLOSURE @

PERIMETER OF ROOF
7' - 9 1/2"
6' - 0"
1' - 9" 7' - 9 1/2"
ABC
1' - 9"

BOLLARD
1' - 10" 7' - 9 1/2"
NOTE:

TRASH ENCLOSURE TO

BE PAINTED TO MATCH

MAIN BUILDING COLOR
5 1/2" THICK CONC.

TILT-UP END PANEL
HSS 3x3x1/4
TYP. OF 3
6"x6"
CONC.

CURB

CORREGATED SOLID

METAL GATES- INSTALL

PER SUPPLIERS

RECOMMENDATIONS
NOTES:
• USE 3,000 PSI CONC. w/
A.S.T.M. A-615 GR. 60 STEEL

REINFORCING
• ALL EXPOSED METAL

SHALL BE PRIMED &
RECEIVE 2-COATS OF
PAINT

CROSSHATCHED AREA
INDICATED 8" MIN. CONC.

PAVING w/ #4 @ 16" O.C.

EACH WAY
CONC. - FILLED PIPE-
(AS REQUIRED)
8' - 8" 6' - 0" 8' - 0 1/2"
5 DD1.1
3 DD1.1
3 DD1.1
3 DD1.1
B
AC

BUILDING WALL

PER PLAN
0' - 0 1/2" 8' - 7 1/2" 0' - 4"
17' - 0"
3' - 0"
8' - 0 1/2"
'HSS' BEAM PER PLAN
CONC. TILT-UP

WALL PANEL
CONC. SLAB
7'-3 1/2" HIGH CORREGATED
SOLID METAL GATES w/
L2x2x1/4 GATE FRAME
and 20 GA. METAL DECK INFILL
METAL

CLOSURE
@ PERIMETER

OF ROOF
SLOPE 1/8"

PER FOOT
PROVIDE CONT.

ANGLE EMBED

FOR HINGES

STEEL DECK

PER PLAN
7' - 9 1/2"
1' - 9"
CONC. FOOTING
PER STRUCT'L.

BUILDING WALL

PER PLAN

WHEEL STOP
3' - 0"
3' - 0"
MIN.
9' - 0"

ACCESSIBLE

STALL STRIPING

TYPICAL STALL

STRIPING

WHEEL STOP
HANG

OVER LENGTH PER NOTE ABOVE
ABOVE

PER NOTE
LENGTH

STRIPING PAINTED

WIDTH PER NOTE
ABOVE
4" WIDE STRIPING

PAINTED WHITE
AT EDGE OF 9'- 0"

LENGTH PER NOTE ABOVE

TYPICAL STALL
w/ OVERHANG
CURB

OVERHANG LENGTH PER NOTE ABOVE
ABOVE

PER NOTE

STRIPING PAINTED

WIDTH PER NOTE
ABOVE

LENGTH PER NOTE ABOVE
19' - 0"
C
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KENNEN E
project:

CHECKED BY:

DRAWN BY:

JOB NO:

DATE:

KENNETH D. SMITH

ARCHITECT
& ASSOCIATES, INC.
500 FESLER ST. SUITE 102
EL CAJON - CA - 92020
PH / 619 444 2182
Fax / 619 442 2699
D:\Users\Ken Smith\My Documents\18017 Hardt Street building Bflopped-CENTERAL[2019][email protected] 7/22/2022 1:54:25 PM DD1.1
Hardt & Brier Business Park
LOTS 31 & 32
SAN BERNARDINO, CA
Project Number
5-20-19
Author
Checker
NEW SHELL BUILDING 'B'
1/4" = 1'-0"
DD1.1
1 3D JPEG VIEW
1/4" = 1'-0"
DD1.1
3 ELEVATIONS
1/4" = 1'-0"
DD1.1
4 FLOOR PLAN
1/4" = 1'-0"
DD1.1
5 SECTION 1/8" = 1'-0"
DD1.1
6 PARKING
Revision Schedule
# Date Description

TYPICAL SCREENI NG WALL

NOT TO SCALE
DD2.3

DD-SOUTH- B
DD2.4

DD-WEST-B
DD2.4

DD-NORTH- B
DD2.3

DD-EAST-B
5 4 2 13
A
B
D
E
14' - 4 1/2" 67' - 2" 16' - 6"
98' - 0"
66' - 1" 17' - 11 1/2" 60' - 0" 40' - 0"
184' - 0"
C
2 DD2.2

ELECTRICAL CABINET

FIRE RISER

LONG TERM BICYCLE PARKING

ROOF LADDER

FIRE RISER/

TELEPHONE
101
SHELL
100 B
C
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A
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IC ATSL T

KENNEN E
project:

CHECKED BY:

DRAWN BY:

JOB NO:

DATE:

KENNETH D. SMITH

ARCHITECT
& ASSOCIATES, INC.
500 FESLER ST. SUITE 102
EL CAJON - CA - 92020
PH / 619 444 2182
Fax / 619 442 2699
D:\Users\Ken Smith\My Documents\18017 Hardt Street building Bflopped-CENTERAL[2019][email protected] 7/22/2022 1:54:35 PM DD2.1
Hardt & Brier Business Park
LOTS 31 & 32
SAN BERNARDINO, CA
Project Number
5-20-19
Author
Checker
NEW SHELL BUILDING 'B'
1/8" = 1'-0"
FIRST
FLOOR
PLAN
NORTH
Revision Schedule
# Date Description

SQUARE FOOTAGE
Name Area
BUILDING B 16,300 SF
01 FIRST FLOOR 16,300 SF
0' 8' 32'16'

DD2.3

DD-SOUTH- B
DD2.4

DD-WEST-B
DD2.4

DD-NORTH- B
DD2.3

DD-EAST-B
5 4 2 13
A
B
D
E
C
SLOPE 3/8": FT. (MIN.)SLOPE 3/8": FT. (MIN.)

RIDGE RIDGE
30' - 9" BOT OF SHTG
29' - 6 7/8" BOT OF SHTG
30' - 9" BOT OF SHTG
28' - 11" BOT OF SHTG
7' - 0"
TYP. U.O.N.
8' - 0"

CRICKET
28' - 11" BOT OF SHTG
33' - 4" T.O.W.
29' - 11" T.O.W.
29' - 11" T.O.W.
33' - 4" T.O.W.
35' - 0" T.O.W.
35' - 0" T.O.W.
01 FIRST FLOOR
0"
ROOF
28' - 11"

PARAPET
35' - 0"
ABDE C
C
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No. C25315
Ren. 2/28/19E
SM
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IF
LC
OF
A
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IC ATSL T

KENNEN E
project:

CHECKED BY:

DRAWN BY:

JOB NO:

DATE:

KENNETH D. SMITH

ARCHITECT
& ASSOCIATES, INC.
500 FESLER ST. SUITE 102
EL CAJON - CA - 92020
PH / 619 444 2182
Fax / 619 442 2699
D:\Users\Ken Smith\My Documents\18017 Hardt Street building Bflopped-CENTERAL[2019][email protected] 7/22/2022 1:54:45 PM DD2.2
Hardt & Brier Business Park
LOTS 31 & 32
SAN BERNARDINO, CA
Project Number
5-20-19
Author
Checker
NEW SHELL BUILDING 'B'
1" = 10'-0"
ROOF
PLAN
NOTE:

ROOFTOP EQUIPMENT SHOWEN IS CONCEPTIAL.

ACTUAL PLACMENT WILL VARY.

NORTH
1/8" = 1'-0"
Section 1
Revision Schedule
# Date Description

ROOF MOUNTED HVAC UNITPARAPETT
0' 8' 32'16'
0' 10' 40'20'
2" REVEAL
WINDOW 2" REVEALS
AT 7" O.C.

CONCRETE TILT-UP

WALL, PAINTED

GLASS SYSTEMGLASS SYSTEM

GLASS SYSTEM
WINDOW
WINDOW

METAL PERSONNEL DOOR

STOREFRONT GLAZING TRASH ENCLOSURE
3/4" V GROVE
2" REVEAL

CONCRETE TILT-UP

WALL, PAINTED

GLASS SYSTEM
33' - 4" TO 38' - 4"

ELECTRICAL CABINET
C
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Ren. 2/28/19E
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KENNEN E
project:

CHECKED BY:

DRAWN BY:

JOB NO:

DATE:

KENNETH D. SMITH

DD-SOUTH- B
1/8" = 1'-0"

DD-EAST- B
EXTERIOR PAINT :

COLORS SHALL BE SHERWIN-WILLIAMS PAINT TO MATCH
NUMBERS BELOW.

A
B
C
SW 6203 SPARE WHITE
SW 7667 ZIRCON
SW 7669 SUMMIT GRAY
Revision Schedule
# Date Description

METAL PERSONNEL DOOR
2" REVEAL

TRASH ENCLOSURE ROLL-UP DOOR

CONCRETE TILT-UP

WALL, PAINTED
29' - 11" TO 38' - 4"

WINDOWMETAL PERSONNEL DOOR STOREFRONT GLAZING
2" REVEAL
2" REVEALS
AT 7" O.C.

TRASH ENCLOSURE

CONCRETE TILT-UP

WALL, PAINTED GLASS SYSTEM

ROLL-UP DOOR
C
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No. C25315
Ren. 2/28/19E
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IF
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A
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IC ATSL T

KENNEN E
project:

CHECKED BY:

DRAWN BY:

JOB NO:

DATE:

KENNETH D. SMITH

ARCHITECT
& ASSOCIATES, INC.
500 FESLER ST. SUITE 102
EL CAJON - CA - 92020
PH / 619 444 2182
Fax / 619 442 2699
D:\Users\Ken Smith\My Documents\18017 Hardt Street building Bflopped-CENTERAL[2019][email protected] 7/22/2022 1:55:59 PM DD2.4
Hardt & Brier Business Park
LOTS 31 & 32
SAN BERNARDINO, CA
Project Number
5-20-19
Author
Checker
NEW SHELL BUILDING 'B'
Revision Schedule
# Date Description
1/8" = 1'-0"

DD-NORTH- B
1/8" = 1'-0"

DD-WEST- B
EXTERIOR PAINT :

COLORS SHALL BE SHERWIN-WILLIAMS PAINT TO MATCH
NUMBERS BELOW.

A
B
C
SW 6203 SPARE WHITE
SW 7667 ZIRCON
SW 7669 SUMMIT GRAY
30' - 0" 30' - 0"
25 ENTRY
46 PARKING PROVIDED
BASIN
BASIN

FIRE LANE
140' FIRE LANE

HARDT STREET

GRADE LEVEL DOORS
TYP.
9' - 0"
27' - 0"8' - 0"9' - 0"

TRANSFORMER

PLANTED

NOT A PART

TRASH/ RECYCLE

ENCLOSURE

TRASH/ RECYCLE

ENCLOSURE

FRONT SETBACK
15' - 0"

SIDE SETBACK
10' - 0".

REAR SETBACK
10' - 0"

SIDE SETABCK
10' - 0"

ELECTRICAL

CABINET

PROPOSED
B, F-1, M, S-1 OCCUPANCY

NEW DRIVEWAY

UTILITY EASEMENT
5' - 0"
LOT 25
LOT 24

LOADING
SPACE

BICYCLE

PARKING

BICYCLE

PARKING

PLANTED

PLANTED
PLANT
"LONG TERM"

BICYCLE PARKING
C1
C5
C10
C11
C19
C25
C32
C33
C38C42
C43
C44
C45
C46

OVERHANG
3' - 3 1/4"
15' - 8 3/4"
TYP.
9' - 0"
TYP.
9' - 0"

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV
VAN

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV
ENTRY

PLANTED

PLANTEDPLANTED

PLANTED

SETBACK LINE
67' - 0 1/4"

FRONTYARD SETBACK YARD
16' - 0"
3' - 0"
19' - 0"8' - 0"
55' - 0"

FIRE LANE

MARK FIRE LANES

PER FIRE DEPARTMENT

REQUIREMENTS
67' - 3 1/2"

FIRE LANE

MARK FIRE LANES

PER FIRE DEPARTMENT

REQUIREMENTS
8' - 0"19' - 0"27' - 7"
N89º47'57"E 59.79'
N89º47'57"E 90.21'
N89º47'57"E 119.78'
N89º47'57"E 30.18'
S00º12'03"E 180.16'
S00º12'03"E 180.16'
S00º12'03"E 180.16'
N89º47'57"E 149.96'
N89º47'57"E 150.00'

EXTENT OF TRAFFIC SAFETY SIGHT AREA,

SITE LEGEND

POST INDICATOR VALVE

GAGE CANAL

E BRIER DR

HARDT ST

E HOSPITALITY LN

RAILROAD

S TIPPECANOE AVE
SITE
C
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Ren. 2/28/19E
SM
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IF
LC
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A
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IC ATSL T

KENNEN E
project:

CHECKED BY:

DRAWN BY:

JOB NO:

DATE:

KENNETH D. SMITH

ARCHITECT
& ASSOCIATES, INC.
500 FESLER ST. SUITE 102
EL CAJON - CA - 92020
PH / 619 444 2182
Fax / 619 442 2699
D:\Users\Ken Smith\My Documents\Brier Street building C-CENTERAL[2019][email protected]/22/2022 1:58:44 PM DD1.0
Hardt & Brier Business Park
LOTS 24 & 25
SAN BERNARDINO, CA
Project Number
5-20-19
Author
Checker
NEW SHELL BUIODING 'C'
1" = 20'-0"
SITE
PLAN
PARCELS 24 & 25 OF PARCEL MAP NO. 5464

FILED IN SAN BERNARDING COUNTY
APN: 0281-311-11 & 12
ADDRESS: HARDT STREET
USE: SHELL
ZONE: TOD CR-3

LEGAL DESCRIPTIONOWNER

OAK PROPERTIES
1000 PIONEER WAY
EL CAJON, CA. 92020
Tel:(619) 440 7424
Fax:(619) 440 8914
Email:-
CONTACT:GREGG HAMANN
SITE AREA:

PROPOSED BUILDING COVERAGE:

PROPOSED LANDSCAPE AREA:

PROPOSED PAVING AREA:

TYPE OF DEVELOPMENT:

SITE INFORMATION

31.55 %
13,367 SF 24.73 %

43.72 %
54,041 SF
17,048 SF
23,626 SF
SHELL

1.24 ACRES
PARKING PROVIDED:
40 STANDARD SPACES PROVIDED
0 COMPACT SPACES PROVIDED
1 VAN ACCESSIBLE SPACES PROVIDED
1 ACCESSIBLE SPACES PROVIDED
4 CLEAN AIR VEHICLE SPACES PROVIDED ( 8% of AUTO SPACES MIN.) 2 FUTURE E.V. CHARGING STATIONS

46 TOTAL AUTOMOBILE SPACES PROVIDED
2 SHORT TERM BICYCLE SPACES w/ PERMANENTLY ANCHORED RACKS (5% of VISITOR AUTO SPACES MIN. 1 LONG TERM BICYCLE SPACE IN LOCKABLE, PERMANENTLY ANCHORED LOCKER (5% of TENANT/EMPLOYEE AUTO SPACES MIN.)

PARKING TABULATION
NORTH
Revision Schedule
# Date Description
0' 20' 80'40'

SHEET LIST DD
SHEET # SHEET NAME
DD1.0 SITE
DD1.1 SITE DETAILS
DD2.1 FLOOR PLAN
DD2.2 ROOF PLAN
DD2.3 ELEVATIONS
DD2.4 ELEVATIONS

PROJECT SCOPE

A FREESTANDING SPRINKLERED TILT-UP SHELL BUILDING

THAT WILL BE CAPABLE OF ACCOMMODATIING A VARIETY
OF USES, ON APPROXIMATELY 1.24 ACRES
1" = 500'-0"

VICINITY MAP

BUILDING C
'HSS' BEAM PER PLAN
CONC. TILT UP

WALL PANEL
METAL CLOSURE @

PERIMETER OF ROOF
3/4" DIA. BOLT
LATCH
'HSS' POST

PER PLAN
CONC. TILT-UP

WALL PANEL

BOLLARD
CONC. SLAB
5/8" DIA. CANE
BOLT @ OPP. FACE
7'-3 1/2" HIGH CORREGATED SOLID METAL GATES w/
L2x2x1/4 GATE FRAME and 20 GA. METAL DECK INFILL
METAL CLOSURE @ PERIMETER OF ROOF
'HSS' BEAM

PER PLAN
CONC. TILT-UP

WALL PANEL

BOLLARD
SEE EXT. ELEVATIONS

FOR PAINT COLOR LEGEND
METAL CLOSURE @

PERIMETER OF ROOF
7' - 9 1/2"
6' - 0"
1' - 9" 7' - 9 1/2"
ABC
1' - 9"

BOLLARD
1' - 9" 7' - 9 1/2"
NOTE:

TRASH ENCLOSURE TO

BE PAINTED TO MATCH

MAIN BUILDING COLOR
5 1/2" THICK CONC.

TILT-UP END PANEL
HSS 3x3x1/4
TYP. OF 3
6"x6"
CONC.

CURB

CORREGATED SOLID

METAL GATES- INSTALL

PER SUPPLIERS

RECOMMENDATIONS
NOTES:
• USE 3,000 PSI CONC. w/
A.S.T.M. A-615 GR. 60 STEEL

REINFORCING
• ALL EXPOSED METAL

SHALL BE PRIMED &
RECEIVE 2-COATS OF
PAINT

CROSSHATCHED AREA
INDICATED 8" MIN. CONC.

PAVING w/ #4 @ 16" O.C.

EACH WAY
CONC. - FILLED PIPE-
(AS REQUIRED)
8' - 8" 6' - 0" 8' - 0 1/2"
5 DD1.1
3 DD1.1
3 DD1.1
3 DD1.1
B
AC

BUILDING WALL

PER PLAN
0' - 0 1/2" 8' - 7 1/2" 0' - 4"
17' - 0"
3' - 0"
8' - 0 1/2"
'HSS' BEAM PER PLAN
CONC. TILT-UP

WALL PANEL
CONC. SLAB
7'-3 1/2" HIGH CORREGATED
SOLID METAL GATES w/
L2x2x1/4 GATE FRAME
and 20 GA. METAL DECK INFILL
METAL

CLOSURE
@ PERIMETER

OF ROOF
SLOPE 1/8"

PER FOOT
PROVIDE CONT.

ANGLE EMBED

FOR HINGES

STEEL DECK

PER PLAN
7' - 9 1/2"
1' - 9"
CONC. FOOTING
PER STRUCT'L.

BUILDING WALL

PER PLAN

WHEEL STOP
3' - 0"
3' - 0"
MIN.
9' - 0"

ACCESSIBLE

STALL STRIPING

TYPICAL STALL

STRIPING

WHEEL STOP
HANG

OVER LENGTH PER NOTE ABOVE
ABOVE

PER NOTE
LENGTH

STRIPING PAINTED

WIDTH PER NOTE
ABOVE
4" WIDE STRIPING

PAINTED WHITE
AT EDGE OF 9'- 0"

LENGTH PER NOTE ABOVE

TYPICAL STALL
w/ OVERHANG
CURB

OVERHANG LENGTH PER NOTE ABOVE
ABOVE

PER NOTE

STRIPING PAINTED

WIDTH PER NOTE
ABOVE

LENGTH PER NOTE ABOVE
19' - 0"
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DRAWN BY:

JOB NO:

DATE:

KENNETH D. SMITH

ARCHITECT
& ASSOCIATES, INC.
500 FESLER ST. SUITE 102
EL CAJON - CA - 92020
PH / 619 444 2182
Fax / 619 442 2699
D:\Users\Ken Smith\My Documents\Brier Street building C-CENTERAL[2019][email protected]/22/2022 1:58:55 PM DD1.1
Hardt & Brier Business Park
LOTS 24 & 25
SAN BERNARDINO, CA
Project Number
5-20-19
Author
Checker
NEW SHELL BUIODING 'C'
Revision Schedule
# Date Description
1/4" = 1'-0"
DD1.1
1 3D JPEG VIEW
1/4" = 1'-0"
DD1.1
3 ELEVATIONS
1/4" = 1'-0"
DD1.1
4 FLOOR PLAN
1/4" = 1'-0"
DD1.1
5 SECTION
1/8" = 1'-0"
DD1.1
6 PARKING

TYPICAL SCREENING WALL

NOT TO SCALE
E
B
A
1357
C
4 26
DD2.4

DD SOUTH - C
DD2.4

DD EAST -C
DD2.3

DD NORTH - C
DD2.3

DD WEST -C
4' - 0" 42' - 6" 60' - 0"
106' - 6"
35' - 0" 13' - 11 1/2" 33' - 0 1/2" 35' - 0 1/2" 13' - 11 1/2" 33' - 0" 164' - 0"
SHELL
100C
2 DD2.2
D
-
---

ELECTRICAL CABINET

FIRE RISER

LONG TERM BIKE PARKING

ROOF LADDER

FIRE RISER/

TELEPHONE
101
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project:

CHECKED BY:

DRAWN BY:

JOB NO:

DATE:

KENNETH D. SMITH

ARCHITECT
& ASSOCIATES, INC.
500 FESLER ST. SUITE 102
EL CAJON - CA - 92020
PH / 619 444 2182
Fax / 619 442 2699
D:\Users\Ken Smith\My Documents\Brier Street building C-CENTERAL[2019][email protected]/22/2022 1:59:05 PM DD2.1
Hardt & Brier Business Park
LOTS 24 & 25
SAN BERNARDINO, CA
Project Number
5-20-19
Author
Checker
NEW SHELL BUIODING 'C'
1/8" = 1'-0"
FIRST
FLOOR
PLAN
NORTH

SQUARE FOOTAGE
Name Area
BUILDING C 17,048 SF
Revision Schedule
# Date Description
0' 8' 32'16'

E
B
A
1357
C
4 26
DD2.4

DD EAST -C
DD2.3

DD NORTH - C
DD2.3

DD WEST -C
4' - 0" 42' - 6" 40' - 8 1/2" 19' - 3 1/2"
106' - 6"
35' - 0" 13' - 11 1/2" 33' - 0 1/2" 35' - 0 1/2" 13' - 11 1/2" 33' - 0" 164' - 0"
D
32' - 7" BOT OF SHTG32' - 7" BOT OF SHTG
3' - 0" 1' - 0"
TYP. U.O.N.
8' - 0"
RIDGE
SLOPE 3/8": FT. (MIN.)SLOPE 3/8": FT. (MIN.)
34' - 4" T.O.W.
34' - 4" T.O.W.
34' - 4" T.O.W.
34' - 4" T.O.W.
01 FIRST FLOOR
0"
ROOF
30' - 9"

PARAPET
36' - 0"

E B ACD

ROOF MOUNTED HVAC EQUIPMENT

PARAPET WALL
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KENNEN E
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CHECKED BY:

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JOB NO:

DATE:

KENNETH D. SMITH

ROOFTOP EQUIPMENT SHOWEN IS CONCEPTIAL.

ACTUAL PLACMENT WILL VARY.

NORTH
Revision Schedule
# Date Description
1/8" = 1'-0"
Section 1
0' 10' 40'20'
0' 8' 32'16'

WINDOW STOREFRONT GLAZING
2" REVEAL
2" REVEALS
AT 7" O.C.

TRASH ENCLOSURE SUSPENDED GALVANIZED

STEEL CANOPY

CONCRETE TILT-UP

WALL, PAINTED

GLASS SYSTEM GLASS SYSTEM

STOREFRONT GLAZING
TRASH

ENCLOSURE
2' - 6"

WINDOW METAL PERSONNEL DOOR
2" REVEAL

TRASH ENCLOSURE

SUSPENDED GALVANIZED

STEEL CANOPY

CONCRETE TILT-UP

WALL, PAINTED

GLASS SYSTEMGLASS SYSTEM

STOREFRONT GLAZING
34' - 4" TO 38' - 4"
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JOB NO:

DATE:

KENNETH D. SMITH

DD NORTH - C
1/8" = 1'-0"

DD WEST - C
EXTERIOR PAINT :

COLORS SHALL BE SHERWIN-WILLIAMS PAINT TO MATCH
NUMBERS BELOW.

A
B
C
SW 6203 SPARE WHITE
SW 7667 ZIRCON
SW 7669 SUMMIT GRAY
Revision Schedule
# Date Description

METAL PERSONNEL DOOR ELECTRICAL CABINET
2" REVEAL

TRASH ENCLOSURE

CONCRETE TILT-UP

WALL, PAINTED
STEEL O.H. DOOR
36' - 0" TO 40' - 0"
34' - 4" TO 38' - 4"

WINDOWELECTRICAL CABINET
2" REVEAL

TRASH ENCLOSURE SUSPENDED GALVANIZED

STEEL CANOPY

CONCRETE TILT-UP

WALL, PAINTED

GLASS SYSTEM GLASS SYSTEM

STOREFRONT GLAZING
34' - 4" TO 38' - 4"
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KENNEN E
project:

CHECKED BY:

DRAWN BY:

JOB NO:

DATE:

KENNETH D. SMITH

ARCHITECT
& ASSOCIATES, INC.
500 FESLER ST. SUITE 102
EL CAJON - CA - 92020
PH / 619 444 2182
Fax / 619 442 2699
D:\Users\Ken Smith\My Documents\Brier Street building C-CENTERAL[2019][email protected]/22/2022 2:00:31 PM DD2.4
Hardt & Brier Business Park
LOTS 24 & 25
SAN BERNARDINO, CA
Project Number
5-20-19
Author
Checker
NEW SHELL BUIODING 'C'
Revision Schedule
# Date Description
EXTERIOR PAINT :

COLORS SHALL BE SHERWIN-WILLIAMS PAINT TO MATCH
NUMBERS BELOW.

A
B
C
SW 6203 SPARE WHITE
SW 7667 ZIRCON
SW 7669 SUMMIT GRAY
1/8" = 1'-0"

DD SOUTH - C
1/8" = 1'-0"

DD EAST - C

BRIER STREET

NOT A PART

FIRE LANE

FIRE LANE
BASIN

FIRE LANE

GRADE LEVEL DOORS

PLANTED

TRASH/ RECYCLE

ENCLOSURE

REAR SETBACK
10' - 0"

FRONT SETBACK
10' - 0"

SIDE SETBACK
10' - 0"

ELECTRICAL

CABINET PROPOSED
B, F-1, M, S-1 OCCUPANCY

NEW DRIVEWAY

PLANTED
LOT 17
LOT 18

LOADING
SPACE

LOADING
SPACE
TYP.
9' - 0"
1 21
22 31
31 23
22 1

OVERHANG
1' - 0"

MARK FIRE LANES

PER FIRE DEPARTMENT

REQUIREMENTS

FIRE LANE

MARK FIRE LANES

PER FIRE DEPARTMENT

REQUIREMENTS
"LONG TERM"

BICYCLE PARKING

PLANTED

TRANSFORMER
13 14
42 32
14 15
32 42

PLANTED
19' - 0"
26' - 0"
26' - 0"
11' - 6 3/4"

PLANTED
10' - 0"

SETBACK LINE
3' - 0"
64' - 5"

SETBACK LINE
43' - 9"
33' - 5"
25' - 7 1/4"
25' - 6"
26' - 0 3/4"
19' - 0"
26' - 0"
19' - 0"
15' - 0" 15' - 0"
15' - 0"
57' - 6"
8' - 0"
19' - 0"
FIRE

DEPARTMENT

CONNECTION
PARAPET ALONG THIS WALL IS LESS THAN 30' HIGH
PARAPET ALONG THIS WALL IS LESS THAN 30' HIGH

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV
VAN
VAN
42 PARKING PROVIDED

PROPOSED
B, F-1, M, S-1 OCCUPANCY
42 PARKING PROVIDED

PLANTED
N89º47'57"E 164.71'
N89º47'57"E 59.79'
N89º47'57"E 90.21'
N89º47'57"E 119.78'
N89º47'57"E 30.18'
N00º13'30"E 210.73'
N00º13'30"E 210.64'
N89º46'30"W 224.50'
N89º46'30"W 209.99'
56' - 5"
56' - 8 1/4"

TRASH/ RECYCLE

ENCLOSURE
PARAPET ALONG THIS WALL IS LESS THAN 30' HIGH
PARAPET ALONG THIS WALL IS LESS THAN 30' HIGH

BICYCLE

PARKING

BICYCLE

PARKING

EXTENT OF TRAFFIC SAFETY SIGHT AREA,

TYPICAL AT EACH SIDE OF EACH DRIVEWAY

EXTENT OF TRAFFIC SAFETY SIGHT AREA,

TYPICAL AT EACH SIDE OF EACH DRIVEWAY

SIGHT AREA,
ACH DRIVEWAY N89°46'30"E 933.58'
4 DD1.1
2 DD1.1
- EXISTING WATER SERVICE LINE
- EXISTING SEWER SERVICE LATERAL
- EXISTING FIRE (WATER) SERVICE LINE
- EXISTING IRRIGATION (WATER) SERVICE LINE
- EXISTING ELECTRICAL SERVICE LINE
- EXISTING GAS SERVICE LINE
- EXISTING FIRE HYDRANT
- PROPOSED FIRE HYDRANT
- EXISTING POLE MOUNTED LIGHT STANDARD
- PROPOSED POLE MOUNTED LIGHT STANDARD
- POST INDICATOR VALVE
- FIRE DEPARTMENT POINT OF CONNECTION
- REDUCED PRESSURE DETECTION ASSEMBLY
(RPDA) or DOUBLE CHECK VALVE ASSEMBLY
(DCVA) PER JURISDICTION
- NUMBER OF PARKING
- HANDICAP PARKING SYMBOL

SITE LEGEND

POST INDICATOR VALVE

GAGE CANAL

E BRIER DR

HARDT ST

E HOSPITALITY LN

RAILROAD

S TIPPECANOE AVE
SITE
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CHECKED BY:

DRAWN BY:

JOB NO:

DATE:

KENNETH D. SMITH

OAK PROPERTIES
1000 PIONEER WAY
EL CAJON, CA. 92020
Tel:(619) 440 7424
Fax:(619) 440 8914
Email:-
CONTACT:GREGG HAMANN
PARKING PROVIDED:
36 STANDARD SPACES PROVIDED
0 COMPACT SPACES PROVIDED
1 VAN ACCESSIBLE SPACES PROVIDED
1 ACCESSIBLE SPACES PROVIDED
4 CLEAN AIR VEHICLE SPACES PROVIDED ( 8% of AUTO SPACES MIN.) 2 FUTURE E.V. CHARGING STATIONS

42 TOTAL AUTOMOBILE SPACES PROVIDED
2 SHORT TERM BICYCLE SPACES w/ PERMANENTLY ANCHORED RACKS (5% of VISITOR AUTO SPACES MIN. 1 LONG TERM BICYCLE SPACE IN LOCKABLE, PERMANENTLY ANCHORED LOCKER (5% of TENANT/EMPLOYEE AUTO SPACES MIN.)

PARKING TABULATION

SHEET LIST DD
SHEET # SHEET NAME
DD1.0 SITE PLAN
DD1.1 SITE DETAILS
DD2.1 FLOOR PLAN
DD2.2 ROOF PLAN
DD2.3 ELEVATION
Revision Schedule
# Date Description
0' 20' 80'40'

PROJECT SCOPE

A FREESTANDING SPRINKLERED TILT-UP SHELL

BUILDING THAN WILL BE CAPABLE OF ACCOMMODATING
A VARIETY OF USES, ON APPROXIMATELY 2.10 ACRES
1" = 500'-0"

VICINITY MAP
BUILDING D1 BUILDING D2
SITE AREA:

PROPOSED BUILDING COVERAGE:

PROPOSED LANDSCAPE AREA:

PROPOSED PAVING AREA:

TYPE OF DEVELOPMENT:

SITE INFORMATION

31.1 %
10,697 SF 24.18 %

44.72 %
44,241 SF
13,759 SF
19,785 SF
SHELL

1.02 ACRESSITE AREA:

PROPOSED BUILDING COVERAGE:

PROPOSED LANDSCAPE AREA:

PROPOSED PAVING AREA:

TYPE OF DEVELOPMENT:

SITE INFORMATION

31.1 %
10,697 SF 24.18 %

44.72 %
44,241 SF
13,759 SF
19,785 SF
SHELL

1.02 ACRES
PARCELS 17 OF PARCEL MAP NO. 5464

FILED IN SAN BERNARDING COUNTY
APN: 281-311-19
ADDRESS: HARDT STREET
USE: SHELL
ZONE: TOD CR-3

LEGAL DESCRIPTION
PARCELS 18 OF PARCEL MAP NO. 5464

FILED IN SAN BERNARDING COUNTY
APN: 281-311-18
ADDRESS: HARDT STREET
USE: SHELL
ZONE: TOD CR-3

LEGAL DESCRIPTION
PARKING PROVIDED:
36 STANDARD SPACES PROVIDED
0 COMPACT SPACES PROVIDED
1 VAN ACCESSIBLE SPACES PROVIDED
1 ACCESSIBLE SPACES PROVIDED
4 CLEAN AIR VEHICLE SPACES PROVIDED ( 8% of AUTO SPACES MIN.) 2 FUTURE E.V. CHARGING STATIONS

PARKING TABULATION
'HSS' BEAM PER PLAN
CONC. TILT UP

WALL PANEL
METAL CLOSURE @

PERIMETER OF ROOF
3/4" DIA. BOLT
LATCH
'HSS' POST

PER PLAN
CONC. TILT-UP

WALL PANEL

BOLLARD
CONC. SLAB
5/8" DIA. CANE
BOLT @ OPP. FACE
7'-3 1/2" HIGH CORREGATED SOLID METAL GATES w/
L2x2x1/4 GATE FRAME and 20 GA. METAL DECK INFILL
METAL CLOSURE @ PERIMETER OF ROOF
'HSS' BEAM

PER PLAN
CONC. TILT-UP

WALL PANEL

BOLLARD
SEE EXT. ELEVATIONS

FOR PAINT COLOR LEGEND
METAL CLOSURE @

PERIMETER OF ROOF
7' - 9 1/2"
6' - 0"
1' - 9" 7' - 9 1/2"
ABC
1' - 9"
BOLLARD1' - 9" 7' - 9 1/2"
NOTE:

TRASH ENCLOSURE TO

BE PAINTED TO MATCH

MAIN BUILDING COLOR
5 1/2" THICK CONC.

TILT-UP END PANEL
HSS 3x3x1/4
TYP. OF 3
6"x6"
CONC.

CURB

CORREGATED SOLID

METAL GATES- INSTALL

PER SUPPLIERS

RECOMMENDATIONS
NOTES:
• USE 3,000 PSI CONC. w/
A.S.T.M. A-615 GR. 60 STEEL

REINFORCING
• ALL EXPOSED METAL

SHALL BE PRIMED &
RECEIVE 2-COATS OF
PAINT

CROSSHATCHED AREA
INDICATED 8" MIN. CONC.

PAVING w/ #4 @ 16" O.C.

EACH WAY
CONC. - FILLED PIPE-
(AS REQUIRED)
8' - 4" 5' - 8"
8' - 0 1/2"
5 DD1.1
3 DD1.1
3 DD1.1
3 DD1.1
B
AC

BUILDING WALL

PER PLAN
0' - 0 1/2" 8' - 3 1/2" 0' - 4"
17' - 0"
3' - 0"
8' - 0 1/2"
MIN
8' - 0"
'HSS' BEAM PER PLAN
CONC. TILT-UP

WALL PANEL
CONC. SLAB
7'-3 1/2" HIGH CORREGATED
SOLID METAL GATES w/
L2x2x1/4 GATE FRAME
and 20 GA. METAL DECK INFILL
METAL

CLOSURE
@ PERIMETER

OF ROOF
SLOPE 1/8"

PER FOOT
PROVIDE CONT.

ANGLE EMBED

FOR HINGES

STEEL DECK

PER PLAN
7' - 9 1/2"
1' - 9"
CONC. FOOTING
PER STRUCT'L.

BUILDING WALL

PER PLAN

WHEEL STOP
3' - 0"
3' - 0"
MIN.
9' - 0"

ACCESSIBLE

STALL STRIPING

TYPICAL STALL

STRIPING

WHEEL STOP
HANG
OVER 16' - 0" MIN. TYP.
9' - 0"
LENGTH
4" WIDE STRIPE
4" WIDE

STRIPING
19' - 0"

TYPICAL STALL
w/ OVERHANG
CURB
3' - 0" 16' - 0"
MIN. TYP.
9' - 0"
4" WIDE STRIPE
19' - 0"
19' - 0"

TYPICAL ACCESSIBLE

SYMBOL BLUE FIELD AND

WHITE WHEELCHAIR
5' - 0" MIN.
5 1/2" THICK CONC.

TILT-UP END PANEL
HSS 3x3x1/4
TYP. OF 5
6"x6"
CONC.

CURB

CORREGATED SOLID

METAL GATES- INSTALL

PER SUPPLIERS

RECOMMENDATIONS
NOTES:
• USE 3,000 PSI CONC. w/
A.S.T.M. A-615 GR. 60 STEEL

REINFORCING
• ALL EXPOSED METAL

SHALL BE PRIMED &
RECEIVE 2-COATS OF
PAINT

CROSSHATCHED AREA
INDICATED 8" MIN. CONC.

PAVING w/ #4 @ 16" O.C.

EACH WAY
CONC. - FILLED PIPE-
(AS REQUIRED)
8' - 11 1/2" 5' - 8"
8' - 0 1/2"
8 DD1.1
7 DD1.1
7 DD1.1
7 DD1.1
7 DD1.1
B
A
D
C
7 1/4" THICK CONC.

TILT-UP PANEL
0' - 7 1/2" 0' - 0 1/2" 8' - 3 1/2" 1' - 0"
17' - 0"
0' - 6 1/2" 15' - 11" 0' - 6 1/2"
3' - 0"
8' - 0 1/2"
MIN
8' - 0"

STEEL DECK PER PLAN
CONC. TILT-UP

WALL PANEL
'HSS' POST

PER PLAN
METAL CLOSURE @

PERIMETER OF ROOF
'HSS' BEAM PER PLAN
CONC. TILT UP

WALL PANEL
METAL CLOSURE @

PERIMETER OF ROOF
3/4" DIA. BOLT
LATCH
'HSS' POST

PER PLAN
CONC. TILT-UP

WALL PANEL

BOLLARD
CONC. SLAB
5/8" DIA. CANE
BOLT @ OPP. FACE
7'-3 1/2" HIGH CORREGATED SOLID METAL GATES w/
L2x2x1/4 GATE FRAME and 20 GA. METAL DECK INFILL
METAL CLOSURE @ PERIMETER OF ROOF
'HSS' BEAM

PER PLAN
CONC. TILT-UP

WALL PANEL

BOLLARD
SEE EXT. ELEVATIONS

FOR PAINT COLOR LEGEND
METAL CLOSURE @

PERIMETER OF ROOF
7' - 9 1/2"2' - 0"
6' - 0"
2' - 0"
2' - 0"
1' - 9" 7' - 9 1/2"
ABCD
NOTE:

TRASH ENCLOSURE TO

BE PAINTED TO MATCH

MAIN BUILDING COLOR
'HSS' BEAM PER PLAN
CONC. TILT-UP

WALL PANEL
CONC. SLAB
7'-3 1/2" HIGH CORREGATED
SOLID METAL GATES w/
L2x2x1/4 GATE FRAME
and 20 GA. METAL DECK INFILL
METAL

CLOSURE
@ PERIMETER

OF ROOF
SLOPE 1/8"

PER FOOT
PROVIDE CONT.

ANGLE EMBED

FOR HINGES PER

STEEL DECK

PER PLAN
1' - 9" 7' - 9 1/2"
2' - 0"
1'- 0" MAX. 1'- 0" MAX.

C
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KENNEN E
project:

CHECKED BY:

DRAWN BY:

JOB NO:

DATE:

KENNETH D. SMITH

ARCHITECT
& ASSOCIATES, INC.
500 FESLER ST. SUITE 102
EL CAJON - CA - 92020
PH / 619 444 2182
Fax / 619 442 2699
D:\Users\Ken Smith\My Documents\Brier Street building D3-CENTERAL[2019][email protected]/16/2023 11:38:52 AM DD1.1
Hardt & Brier Business Park
LOTS 17 & 18
SAN BERNARDINO, CA
Project Number
5-20-19
Author
Checker
NEW SHELL BUILDING 'D'
1/4" = 1'-0"
DD1.1
13D JPEG VIEW
1/4" = 1'-0"
DD1.1
3ELEVATIONS
1/4" = 1'-0"
DD1.1
4FLOOR PLAN
1/4" = 1'-0"
DD1.1
5SECTION
1/8" = 1'-0"
DD1.1
6PARKING Revision Schedule
# Date Description
1/4" = 1'-0"
DD1.1
2FLOOR PLAN1
1/4" = 1'-0"
DD1.1
7ELEVATIONS1
1/4" = 1'-0"
DD1.1
8SECTION1
1/4" = 1'-0"
DD1.1
93D JPEG VIEW1

TYPICAL SCREENING WALL

NOT TO SCALE
DD2.3

BRIER STREET ELEVATIN
DD2.3
DD-WEST -D1
DD2.3
DD-EAST -D1

FIRE RISER

ROOF LADDER

LONG TERM

BIKE PARKING

ELECTRICAL

CABINETS
-

DD-NORTH - D - WEST SIDE
TOTAL BUILDING WIDTH IS GREATER THAN 50% OF THE WIDTH OF THE SITE 120' - 5"
135' - 7"
-
Elevation 1 -a
-
Elevation 2 - a
-
Elevation 3 -a
2 DD2.1
01 FIRST FLOOR
0"
02 SECOND
FLOOR
15' - 0"
ROOF
26' - 8"

PARAPET
31' - 8"
00 FOUNDATION
-1' - 0"
2 3
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CHECKED BY:

DRAWN BY:

JOB NO:

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KENNETH D. SMITH

SQUARE FOOTAGE
Name Area
0' 16' 64'32'
BUILDING D1 13,759 SF
BUILDING D2 13,759 SF
1/16" = 1'-0"
DD2.1
2 Section 1
DD2.3
DD-WEST -D1
DD2.3
DD-NORTH - D1
DD2.3
DD-EAST -D1
D
2 ABC
67' - 11 1/2"
111' - 9 1/2" 78' - 7" 112' - 0"
3 RIDGE
-

DD-NORTH - D - WEST SIDE
1 -
Elevation 1 -a
-
Elevation 2 - a
-
Elevation 3 -a
2 DD2.1
SLOPE 3/8": FT. (MIN.)SLOPE 3/8": FT. (MIN.) RIDGE SLOPE 3/8": FT. (MIN.)SLOPE 3/8": FT. (MIN.)RIDGE SLOPE 3/8": FT. (MIN.)SLOPE 3/8": FT. (MIN.) C
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DRAWN BY:

JOB NO:

DATE:

KENNETH D. SMITH

ROOFTOP EQUIPMENT SHOWEN IS CONCEPTIAL.

ACTUAL PLACMENT WILL VARY.

NORTH
Revision Schedule
# Date Description
0' 8' 32'16'
0' 16' 64'32'
2" REVEAL

CONCRETE TILT-UP

WALL, PAINTED GLASS SYSTEM

STOREFRONT SYSTEM

GLASS SYSTEM

STOREFRONT SYSTEM STOREFRONT SYSTEM
37' - 2"7' - 10"19' - 9 1/2"

DOUBLE DOOR AT MAIN ENTRY

CONCRETE TILT-UP

WALL, PAINTED

ELECTRICAL CABINET

CONCRETE TILT-UP

WALL, PAINTED
29' - 11"

ROLL-UP DOOR METAL PERSONNEL DOOR

METAL PERSONNEL DOOR ELECTRICAL CABINET
2" REVEAL

ROLL-UP DOOR

CONCRETE TILT-UP

WALL, PAINTED
29' - 11"

STOREFRONT GLAZING
2" REVEAL

CONCRETE TILT-UP

WALL, PAINTED

GLASS SYSTEM
31' - 8"
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No. C25315
Ren. 2/28/19E
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KENNEN E
project:

CHECKED BY:

DRAWN BY:

JOB NO:

DATE:

KENNETH D. SMITH

BRIER STREET ELEVATIN
3/32" = 1'-0"
DD-WEST - D1
3/32" = 1'-0"
DD-NORTH - D1
3/32" = 1'-0"
DD-EAST - D1
EXTERIOR PAINT :

COLORS SHALL BE SHERWIN-WILLIAMS PAINT TO MATCH
NUMBERS BELOW.

A
B
C
SW 6203 SPARE WHITE
SW 7667 ZIRCON
SW 7669 SUMMIT GRAY
Revision Schedule
# Date Description
DD2.3
5 D2 ELEVATIONS ARE A FLOP OF D1
SS
T
Scale 1" = 20'20'10'0 60'NorthDEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERINGCITY OF SAN BERNARDINOSan Bernardino Business ParkHARDT ST TO E BRIER DR2XXXX1 9 5 1 F o u r t h a v e n u eS u i t e 3 0 2s a n d i e g o c a 9 2 1 01 619 718 9660l a n d s c a p e a r c h i t e c t u r eEDOAHCISSOATAWRSr l a 2 6 8 1Landscape Concept Plan for:

KEY MAPVICINITY MAP

H A R D T S T R E E T

PROPOSED BUILDING 'A'

H A R D T S T R E E T
NorthNTSB R I E R S T R E E T
1PARKING SPACES:24' BOX TREES PROPOSED:RATIO:34171 TREE PER 2 SPACESBUILDING 'A'

Plant Legend
T
IRRIGATION NOTESTHE IRRIGATION SYSTEM WILL BE DESIGNED TO AFFORD OPTIMUM COVERAGE FOR THESUPPORT OF PLANT GROWTH. THE COVERAGE WILL MEET THE WATER REQUIREMENTS FORTHE SELECTED PLANT MATERIAL AND WITHIN THE GIVEN PLANTING AREAS. THE DESIGN WILL TAKE INTO CONSIDERATION THE TYPE OF EXPOSURETHE SYSTEM WILL HAVE. THE IRRIGATION SYSTEM WILL BE DESIGNED WITH RESPECT TOWATER CONSERVATION. IRRIGATION HEADS SHALL BE CHOSEN FOR MAXIMUM COVERAGEWITH LOW-GALLONAGE AND PRECIPITATION QUALITIES. THE IRRIGATION SYSTEM SHALL BEA FULLY AUTOMATIC SYSTEM AND AS MAINTENANCE-FREE AS POSSIBLE. THE MATERIALSFOR THE SYSTEM WILL BE OF AN EXTREMELY DURABLE NATURE, AND WILL HAVE BEENSELECTED FOR WEAR RESISTANCE AND LONG LIFE. THE OVERALL SYSTEM SHALL BEDESIGNED FOR EASE OF MAINTENANCE. ALL LANDSCAPE AND IRRIGATION SHALLCONFORM TO THE STANDARDS OF THE CITYWIDE LANDSCAPE REGULATIONS AND THELANDSCAPE STANDARDS AND ALL OTHER LANDSCAPE RELATED CITY AND REGIONALSTANDARDS. ALL IRRIGATION SHALL UTILIZE A DESIGNATED SEPARATE IRRIGATION WATERMETER, AND SUBSURFACE DRIP OR ROTOR LOW PRECIPITATION RATE IRRIGATION WITH AWEATHER - BASED AUTOMATIC IRRIGATION SMART CONTROLLER.GRADING AND DRAINAGEALL GRADES AND DRAINAGE SWALES SHALL BE PER CIVIL ENGINEER'S GRADING ANDDEVELOPMENT PLAN.

GENERAL NOTES1.FINAL LANDSCAPE PLANS SHALL ACCURATELY SHOW PLACEMENT OF TREES, SHRUBS AND GROUNDCOVERS.2.ALL REQUIRED LANDSCAPE AREAS, INCLUDING THE ROW, SHALL BE MAINTAINED PER CITY OF SAN BERNARDINOREQUIREMENTS.3.AUTOMATIC IRRIGATION SHALL BE INSTALLED TO PROVIDE COVERAGE FOR ALL PLANTING AREAS SHOWN ON THE PLAN. LOWVOLUME EQUIPMENT SHALL PROVIDE SUFFICIENT WATER FOR PLANT GROWTH WITH MINIMUM WATER LOSS DUE TO WATERRUN-OFF. IRRIGATION SYSTEMS SHALL USE HIGH QUALITY, AUTOMATIC CONTROL VALVES, CONTROLLERS AND OTHERNECESSARY IRRIGATION EQUIPMENT. ALL COMPONENTS SHALL BE OF NON-CORROSIVE MATERIAL. ALL DRIP SYSTEMS SHALLBE ADEQUATELY FILTERED AND REGULATED PER THE MANUFACTURES RECOMMENDED DESIGN PARAMETERS. ALL IRRIGATIONIMPROVEMENTS SHALL FOLLOW THE CITY OF SAN BERNARDINO GUIDELINES AND WATER CONSERVATION ORDINANCE.4.THE SELECTION OF PLANT MATERIAL IS BASED ON AESTHETIC AND MAINTENANCE CONSIDERATIONS. ALL PLANTING AREASSHALL BE PREPARED WITH APPROPRIATE SOIL AMENDMENTS, FERTILIZERS, AND APPROPRIATE SUPPLEMENTS BASED UPON ASOILS REPORT FROM AN AGRICULTURAL SUITABILITY SOIL SAMPLE TAKEN FROM THE SITE. GROUND COVERS OR BARK MULCHSHALL FILL IN BETWEEN SHRUBS TO SHIELD THE SOIL FROM THE SUN, EVAPOTRANSPIRATION, AND RUN-OFF. ALL THE SHRUBBEDS SHALL BE MULCHED TO A 3" DEPTH TO HELP CONSERVE WATER, LOWER THE SOIL TEMPERATURE AND REDUCE WEEDGROWTH. THE SHRUBS SHALL BE ALLOWED TO GROW IN THEIR NATURAL FORMS. ALL LANDSCAPE IMPROVEMENTS SHALLFOLLOW THE CITY OF SAN BERNARDINO GUIDELINES.TREES:6. STREET TREES AND OTHER TREES SHALL BE SPACED AS FOLLOWS:6.1.8' FROM TRANSFORMERS, CABLE, AND PULL BOXES6.2.5 FEET FROM MAIL BOXES6.3.5 FEET FROM FIRE HYDRANTS (ALL SIDES)6.4.10 FEET FROM CENTERLINE OF ALL UTILITY LINES (WITHOUT EASEMENT)(SEWER, WATER, STORM DRAINS, DOUBLE CHECKDETECTOR VALVES, AIR RELIEF VALVES, AND GAS)6.5.10 FEET FROM EASEMENT BOUNDARIES (SEWER, WATER, STORM DRAINS, ACCESS OR OTHER UTILITIES)6.6.10 FEET FROM DRIVEWAYS (UNLESS A LINE OF SIGHT IS DETERMINED BY THE TRAFFIC DIVISION TO BE OTHERWISE)6.7. 10 FEET FROM TRAFFIC AND DIRECTIONAL SIGNS6.8.15 FEET (MINIMUM) FROM STREETLIGHTS, OTHER UTILITY POLES, (DETERMINED BY SPECIFICATIONS)ROOT BARRIERSROOT BARRIERS SHALL BE INSTALLED ADJACENT TO ALL PAVING SURFACES WHERE APAVING SURFACE IS LOCATED WITHIN 6 FEET OF A TREE TRUNK. ROOT BARRIERS SHALLEXTEND 10 FEET IN EACH DIRECTION FROM THE CENTERLINE OF THE TRUNK, FOR A TOTALDISTANCE OF 20 FEET. ROOT BARRIERS SHALL BE MINIMUM OF 24 INCHES IN DEPTH.INSTALLING A ROOT BARRIER AROUND THE TREE'S ROOT BALL IS UNACCEPTABLE.

6.9.STREET TREES SHALL BE PLANTED 3' OUTSIDE RIGHT-OF-WAY IF THE RIGHT-OF-WAY DOES NOT ALLOW SPACE, SUBJECT TOCITY ENGINEERS APPROVAL.6.10.LINE OF SIGHT AT ARTERIALS, COLLECTOR AND LOCAL STREETS SHALL BE REVIEWED AND DETERMINED BY THE TRAFFICENGINEER.6.11.MINIMUM FIFTEEN (15') STREETLIGHT AND STOP SIGN OR CLEARANCE DETERMINED BY SPECIFICATIONS.6.12.SCREEN ALL UTILITIES ACCORDING TO SPECIFIC AGENCY REQUIREMENTS.

NOTES:1.NO STRUCTURES HIGHER THAN 30" OR PLANT MATERIALHIGHER THAN 24" AT MATURITY SHALL BE ALLOWED WITHINTHE CLEAR SIGHT AREA.2.ALL LANDSCAPED AREAS SHALL BE MAINTAINED BY THEPROJECT OWNER, INCLUDING REGULAR WATERING,PRUNING, FERTILIZING, CLEARING OF DEBRIS AND WEEDS,REMOVAL AND REPLACEMENT OF DEAD PLANTS AND REPAIRAND REPLACEMENT OF IRRIGATION SYSTEM.

NOTE:1. MINIMUM TREE SIZES SHALL BE AS FOLLOWS:15% 48" BOX15% 36" BOX20% 24" BOX50% 15 GAL.2. MINIMUM SHRUB SIZES SHALL BE AS FOLLOWS:80% 5 GAL.20% 1 GAL.3. GROUNDCOVERS SHALL ACHIEVE 100% COVERAGE WITHIN 1 YEAR.

CITY OF SAN BERNARDINO MC G19.28.130(5)1.WATER CONSERVATION CRITERIACompliance with the Water Conservation in Landscape Ordinance.A.Landscape TechniquePoints1.Water conserving plants used in 75 percent or20more of the total landscaped area.2.Turf limited as follows:20a.All other projects* - 30 percent of total landscaped area.3.Plants placed or grouped into hydrozones10according to their watering needs.4.Polymers incorporated into the soil to improve10water holding capacity in turf and ground cover areas.5.A maintenance program consisting of:10a.Periodic irrigation system repair.b.Seasonal adjustments to the irrigation system.c.Practices which foster long term landscape water conservation.6.Where no groundcover is used, utilize wood chips, bark, or other organic mulch, 5to a depth of three inches on top of exposed soil or landscaped fabric, such asunderneath shrubs.7.Organic soil amendments to improve water holding capacity of5 soil, where soil conditions merit. TOTAL: 80 POINTSB.Irrigation Technique1.Low gallonage irrigation system, or higher gallonage systems with automatic20 controller capable of repeat cycling, used for more than 75% of the total landscaped area. Turf areas must utilize "spray" coverage,drip systems may not be used for turf.2.Automatic controller for irrigation system.203.Irrigation system designed using hydrozones to10water plants according to their water needs (i.e., landscape materials which require different watering needs are irrigated by separate control valves).4.Rain sensors used in conjunction with an10automatic controller.5.Soil-moisture sensors used in conjunction with an automatic controller56.In-head or in-line check valves are utilized5(whenever the cross gradient is greater than three feet in elevation).7.Irrigation schedule which varies by season, and developed 5through the use of Evapotranspiration data (ET). TOTAL: 75 POINTS DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERINGCITY OF SAN BERNARDINOSan Bernardino Business ParkHARDT ST TO E BRIER DR2XXXX1 9 5 1 F o u r t h a v e n u eS u i t e 3 0 2s a n d i e g o c a 9 2 1 01 619 718 9660l a n d s c a p e a r c h i t e c t u r eEDOAHCISSOATAWRSr l a 2 6 8 1Landscape Concept Plan for:2BUILDING 'A' PARKING LOT CALCULATIONS:NET AREA OF ALL SURFACE PARKING AREA: 18,183 SQFTLANDSCAPING WITHIN PARKING AREA: 2,890 SQFTTOTAL: 16%North1"=40' T
SDSD
Scale 1" = 20'20'10'0 60'NorthDEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERINGCITY OF SAN BERNARDINOSan Bernardino Business ParkHARDT ST TO E BRIER DR2XXXX1 9 5 1 F o u r t h a v e n u eS u i t e 3 0 2s a n d i e g o c a 9 2 1 01 619 718 9660l a n d s c a p e a r c h i t e c t u r eEDOAHCISSOATAWRSr l a 2 6 8 1Landscape Concept Plan for:

KEY MAPVICINITY MAP

H A R D T S T R E E T

PROPOSED BUILDING 'B'

H A R D T S T R E E T
NorthNTSB R I E R S T R E E T
1PARKING SPACES:24' BOX TREES PROPOSED:RATIO:51241 TREE PER 2.1 SPACESBUILDING 'B'

Plant Legend
T
SDSD
IRRIGATION NOTESTHE IRRIGATION SYSTEM WILL BE DESIGNED TO AFFORD OPTIMUM COVERAGE FOR THESUPPORT OF PLANT GROWTH. THE COVERAGE WILL MEET THE WATER REQUIREMENTS FORTHE SELECTED PLANT MATERIAL AND WITHIN THE GIVEN PLANTING AREAS. THE DESIGN WILL TAKE INTO CONSIDERATION THE TYPE OF EXPOSURETHE SYSTEM WILL HAVE. THE IRRIGATION SYSTEM WILL BE DESIGNED WITH RESPECT TOWATER CONSERVATION. IRRIGATION HEADS SHALL BE CHOSEN FOR MAXIMUM COVERAGEWITH LOW-GALLONAGE AND PRECIPITATION QUALITIES. THE IRRIGATION SYSTEM SHALL BEA FULLY AUTOMATIC SYSTEM AND AS MAINTENANCE-FREE AS POSSIBLE. THE MATERIALSFOR THE SYSTEM WILL BE OF AN EXTREMELY DURABLE NATURE, AND WILL HAVE BEENSELECTED FOR WEAR RESISTANCE AND LONG LIFE. THE OVERALL SYSTEM SHALL BEDESIGNED FOR EASE OF MAINTENANCE. ALL LANDSCAPE AND IRRIGATION SHALLCONFORM TO THE STANDARDS OF THE CITYWIDE LANDSCAPE REGULATIONS AND THELANDSCAPE STANDARDS AND ALL OTHER LANDSCAPE RELATED CITY AND REGIONALSTANDARDS. ALL IRRIGATION SHALL UTILIZE A DESIGNATED SEPARATE IRRIGATION WATERMETER, AND SUBSURFACE DRIP OR ROTOR LOW PRECIPITATION RATE IRRIGATION WITH AWEATHER - BASED AUTOMATIC IRRIGATION SMART CONTROLLER.GRADING AND DRAINAGEALL GRADES AND DRAINAGE SWALES SHALL BE PER CIVIL ENGINEER'S GRADING ANDDEVELOPMENT PLAN.

CITY OF SAN BERNARDINO MC G19.28.130(5)1.WATER CONSERVATION CRITERIACompliance with the Water Conservation in Landscape Ordinance.A.Landscape TechniquePoints1.Water conserving plants used in 75 percent or20more of the total landscaped area.2.Turf limited as follows:20a.All other projects* - 30 percent of total landscaped area.3.Plants placed or grouped into hydrozones10according to their watering needs.4.Polymers incorporated into the soil to improve10water holding capacity in turf and ground cover areas.5.A maintenance program consisting of:10a.Periodic irrigation system repair.b.Seasonal adjustments to the irrigation system.c.Practices which foster long term landscape water conservation.6.Where no groundcover is used, utilize wood chips, bark, or other organic mulch, 5to a depth of three inches on top of exposed soil or landscaped fabric, such asunderneath shrubs.7.Organic soil amendments to improve water holding capacity of5 soil, where soil conditions merit. TOTAL: 80 POINTSB.Irrigation Technique1.Low gallonage irrigation system, or higher gallonage systems with automatic20 controller capable of repeat cycling, used for more than 75% of the total landscaped area. Turf areas must utilize "spray" coverage,drip systems may not be used for turf.2.Automatic controller for irrigation system.203.Irrigation system designed using hydrozones to10water plants according to their water needs (i.e., landscape materials which require different watering needs are irrigated by separate control valves).4.Rain sensors used in conjunction with an10automatic controller.5.Soil-moisture sensors used in conjunction with an automatic controller56.In-head or in-line check valves are utilized5(whenever the cross gradient is greater than three feet in elevation).7.Irrigation schedule which varies by season, and developed 5through the use of Evapotranspiration data (ET). TOTAL: 75 POINTS DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERINGCITY OF SAN BERNARDINOSan Bernardino Business ParkHARDT ST TO E BRIER DR2XXXX1 9 5 1 F o u r t h a v e n u eS u i t e 3 0 2s a n d i e g o c a 9 2 1 01 619 718 9660l a n d s c a p e a r c h i t e c t u r eEDOAHCISSOATAWRSr l a 2 6 8 1Landscape Concept Plan for:2BUILDING 'B' PARKING LOT CALCULATIONS:NET AREA OF ALL SURFACE PARKING AREA: 21,294 SQFTLANDSCAPING WITHIN PARKING AREA: 3,215 SQFTTOTAL: 15%North1"=40' T
Scale 1" = 20'20'10'0 60'NorthDEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERINGCITY OF SAN BERNARDINOSan Bernardino Business ParkHARDT ST TO E BRIER DR2XXXX1 9 5 1 F o u r t h a v e n u eS u i t e 3 0 2s a n d i e g o c a 9 2 1 01 619 718 9660l a n d s c a p e a r c h i t e c t u r eEDOAHCISSOATAWRSr l a 2 6 8 1Landscape Concept Plan for:

KEY MAPVICINITY MAP

H A R D T S T R E E T

PROPOSED BUILDING 'C'

H A R D T S T R E E T
NorthNTSB R I E R S T R E E T
1PARKING SPACES:24' BOX TREES PROPOSED:RATIO:45221 TREE PER 2 SPACESBUILDING 'C'

Plant Legend
TIRRIGATION NOTESTHE IRRIGATION SYSTEM WILL BE DESIGNED TO AFFORD OPTIMUM COVERAGE FOR THESUPPORT OF PLANT GROWTH. THE COVERAGE WILL MEET THE WATER REQUIREMENTS FORTHE SELECTED PLANT MATERIAL AND WITHIN THE GIVEN PLANTING AREAS. THE DESIGN WILL TAKE INTO CONSIDERATION THE TYPE OF EXPOSURETHE SYSTEM WILL HAVE. THE IRRIGATION SYSTEM WILL BE DESIGNED WITH RESPECT TOWATER CONSERVATION. IRRIGATION HEADS SHALL BE CHOSEN FOR MAXIMUM COVERAGEWITH LOW-GALLONAGE AND PRECIPITATION QUALITIES. THE IRRIGATION SYSTEM SHALL BEA FULLY AUTOMATIC SYSTEM AND AS MAINTENANCE-FREE AS POSSIBLE. THE MATERIALSFOR THE SYSTEM WILL BE OF AN EXTREMELY DURABLE NATURE, AND WILL HAVE BEENSELECTED FOR WEAR RESISTANCE AND LONG LIFE. THE OVERALL SYSTEM SHALL BEDESIGNED FOR EASE OF MAINTENANCE. ALL LANDSCAPE AND IRRIGATION SHALLCONFORM TO THE STANDARDS OF THE CITYWIDE LANDSCAPE REGULATIONS AND THELANDSCAPE STANDARDS AND ALL OTHER LANDSCAPE RELATED CITY AND REGIONALSTANDARDS. ALL IRRIGATION SHALL UTILIZE A DESIGNATED SEPARATE IRRIGATION WATERMETER, AND SUBSURFACE DRIP OR ROTOR LOW PRECIPITATION RATE IRRIGATION WITH AWEATHER - BASED AUTOMATIC IRRIGATION SMART CONTROLLER.GRADING AND DRAINAGEALL GRADES AND DRAINAGE SWALES SHALL BE PER CIVIL ENGINEER'S GRADING ANDDEVELOPMENT PLAN.

CITY OF SAN BERNARDINO MC G19.28.130(5)1.WATER CONSERVATION CRITERIACompliance with the Water Conservation in Landscape Ordinance.A.Landscape TechniquePoints1.Water conserving plants used in 75 percent or20more of the total landscaped area.2.Turf limited as follows:20a.All other projects* - 30 percent of total landscaped area.3.Plants placed or grouped into hydrozones10according to their watering needs.4.Polymers incorporated into the soil to improve10water holding capacity in turf and ground cover areas.5.A maintenance program consisting of:10a.Periodic irrigation system repair.b.Seasonal adjustments to the irrigation system.c.Practices which foster long term landscape water conservation.6.Where no groundcover is used, utilize wood chips, bark, or other organic mulch, 5to a depth of three inches on top of exposed soil or landscaped fabric, such asunderneath shrubs.7.Organic soil amendments to improve water holding capacity of5 soil, where soil conditions merit. TOTAL: 80 POINTSB.Irrigation Technique1.Low gallonage irrigation system, or higher gallonage systems with automatic20 controller capable of repeat cycling, used for more than 75% of the total landscaped area. Turf areas must utilize "spray" coverage,drip systems may not be used for turf.2.Automatic controller for irrigation system.203.Irrigation system designed using hydrozones to10water plants according to their water needs (i.e., landscape materials which require different watering needs are irrigated by separate control valves).4.Rain sensors used in conjunction with an10automatic controller.5.Soil-moisture sensors used in conjunction with an automatic controller56.In-head or in-line check valves are utilized5(whenever the cross gradient is greater than three feet in elevation).7.Irrigation schedule which varies by season, and developed 5through the use of Evapotranspiration data (ET). TOTAL: 75 POINTS DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERINGCITY OF SAN BERNARDINOSan Bernardino Business ParkHARDT ST TO E BRIER DR2XXXX1 9 5 1 F o u r t h a v e n u eS u i t e 3 0 2s a n d i e g o c a 9 2 1 01 619 718 9660l a n d s c a p e a r c h i t e c t u r eEDOAHCISSOATAWRSr l a 2 6 8 1Landscape Concept Plan for:2BUILDING 'C' PARKING LOT CALCULATIONS:NET AREA OF ALL SURFACE PARKING AREA: 22,097 SQFTLANDSCAPING WITHIN PARKING AREA: 3,440 SQFTTOTAL 16%North1"=40' T
Scale 1" = 20'20'10'0 60'NorthDEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERINGCITY OF SAN BERNARDINOSan Bernardino Business ParkHARDT ST TO E BRIER DR2XXXX1 9 5 1 F o u r t h a v e n u eS u i t e 3 0 2s a n d i e g o c a 9 2 1 01 619 718 9660l a n d s c a p e a r c h i t e c t u r eEDOAHCISSOATAWRSr l a 2 6 8 1Landscape Concept Plan for:

KEY MAPVICINITY MAP
PROPOSED BUILDING 'D1'

B R I E R S T R E E T

H A R D T S T R E E T
NorthNTSB R I E R S T R E E T
1 PARKING SPACES:24' BOX TREES PROPOSED:RATIO:81391 TREE PER 2.1 SPACES

BUILDING 'D'
PROPOSED BUILDING 'D2'
: D1: D2
Plant Legend
T
IRRIGATION NOTESTHE IRRIGATION SYSTEM WILL BE DESIGNED TO AFFORD OPTIMUM COVERAGE FOR THESUPPORT OF PLANT GROWTH. THE COVERAGE WILL MEET THE WATER REQUIREMENTS FORTHE SELECTED PLANT MATERIAL AND WITHIN THE GIVEN PLANTING AREAS. THE DESIGN WILL TAKE INTO CONSIDERATION THE TYPE OF EXPOSURETHE SYSTEM WILL HAVE. THE IRRIGATION SYSTEM WILL BE DESIGNED WITH RESPECT TOWATER CONSERVATION. IRRIGATION HEADS SHALL BE CHOSEN FOR MAXIMUM COVERAGEWITH LOW-GALLONAGE AND PRECIPITATION QUALITIES. THE IRRIGATION SYSTEM SHALL BEA FULLY AUTOMATIC SYSTEM AND AS MAINTENANCE-FREE AS POSSIBLE. THE MATERIALSFOR THE SYSTEM WILL BE OF AN EXTREMELY DURABLE NATURE, AND WILL HAVE BEENSELECTED FOR WEAR RESISTANCE AND LONG LIFE. THE OVERALL SYSTEM SHALL BEDESIGNED FOR EASE OF MAINTENANCE. ALL LANDSCAPE AND IRRIGATION SHALLCONFORM TO THE STANDARDS OF THE CITYWIDE LANDSCAPE REGULATIONS AND THELANDSCAPE STANDARDS AND ALL OTHER LANDSCAPE RELATED CITY AND REGIONALSTANDARDS. ALL IRRIGATION SHALL UTILIZE A DESIGNATED SEPARATE IRRIGATION WATERMETER, AND SUBSURFACE DRIP OR ROTOR LOW PRECIPITATION RATE IRRIGATION WITH AWEATHER - BASED AUTOMATIC IRRIGATION SMART CONTROLLER.GRADING AND DRAINAGEALL GRADES AND DRAINAGE SWALES SHALL BE PER CIVIL ENGINEER'S GRADING ANDDEVELOPMENT PLAN.

CITY OF SAN BERNARDINO MC G19.28.130(5)1.WATER CONSERVATION CRITERIACompliance with the Water Conservation in Landscape Ordinance.A.Landscape TechniquePoints1.Water conserving plants used in 75 percent or20more of the total landscaped area.2.Turf limited as follows:20a.All other projects* - 30 percent of total landscaped area.3.Plants placed or grouped into hydrozones10according to their watering needs.4.Polymers incorporated into the soil to improve10water holding capacity in turf and ground cover areas.5.A maintenance program consisting of:10a.Periodic irrigation system repair.b.Seasonal adjustments to the irrigation system.c.Practices which foster long term landscape water conservation.6.Where no groundcover is used, utilize wood chips, bark, or other organic mulch, 5to a depth of three inches on top of exposed soil or landscaped fabric, such asunderneath shrubs.7.Organic soil amendments to improve water holding capacity of5 soil, where soil conditions merit. TOTAL: 80 POINTSB.Irrigation Technique1.Low gallonage irrigation system, or higher gallonage systems with automatic20 controller capable of repeat cycling, used for more than 75% of the total landscaped area. Turf areas must utilize "spray" coverage,drip systems may not be used for turf.2.Automatic controller for irrigation system.203.Irrigation system designed using hydrozones to10water plants according to their water needs (i.e., landscape materials which require different watering needs are irrigated by separate control valves).4.Rain sensors used in conjunction with an10automatic controller.5.Soil-moisture sensors used in conjunction with an automatic controller56.In-head or in-line check valves are utilized5(whenever the cross gradient is greater than three feet in elevation).7.Irrigation schedule which varies by season, and developed 5through the use of Evapotranspiration data (ET). TOTAL: 75 POINTS DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERINGCITY OF SAN BERNARDINOSan Bernardino Business ParkHARDT ST TO E BRIER DR2XXXX1 9 5 1 F o u r t h a v e n u eS u i t e 3 0 2s a n d i e g o c a 9 2 1 01 619 718 9660l a n d s c a p e a r c h i t e c t u r eEDOAHCISSOATAWRSr l a 2 6 8 1Landscape Concept Plan for:2BUILDING 'D' PARKING LOT CALCULATIONS:NET AREA OF ALL SURFACE PARKING AREA: 38,467 SQFTLANDSCAPING WITHIN PARKING AREA: 5,801 SQFTTOTAL: 15%North1"=40' T
Scale 1" = 20'20'10'0 60'NorthDEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERINGCITY OF SAN BERNARDINOSan Bernardino Business ParkHARDT ST TO E BRIER DR2XXXX1 9 5 1 F o u r t h a v e n u eS u i t e 3 0 2s a n d i e g o c a 9 2 1 01 619 718 9660l a n d s c a p e a r c h i t e c t u r eEDOAHCISSOATAWRSr l a 2 6 8 1Landscape Concept Plan for:

KEY MAPVICINITY MAP

PROPOSED BUILDING 'E'

B R I E R S T R E E T

H A R D T S T R E E T
NorthNTSB R I E R S T R E E T
1 PARKING SPACES:24' BOX TREES PROPOSED:RATIO:67311 TREE PER 2.1 SPACES

BUILDING 'E'

CITY OF SAN BERNARDINO MC G19.28.130(5)1.WATER CONSERVATION CRITERIACompliance with the Water Conservation in Landscape Ordinance.A.Landscape TechniquePoints1.Water conserving plants used in 75 percent or20more of the total landscaped area.2.Turf limited as follows:20a.All other projects* - 30 percent of total landscaped area.3.Plants placed or grouped into hydrozones10according to their watering needs.4.Polymers incorporated into the soil to improve10water holding capacity in turf and ground cover areas.5.A maintenance program consisting of:10a.Periodic irrigation system repair.b.Seasonal adjustments to the irrigation system.c.Practices which foster long term landscape water conservation.6.Where no groundcover is used, utilize wood chips, bark, or other organic mulch, 5to a depth of three inches on top of exposed soil or landscaped fabric, such asunderneath shrubs.7.Organic soil amendments to improve water holding capacity of5 soil, where soil conditions merit. TOTAL: 80 POINTSB.Irrigation Technique1.Low gallonage irrigation system, or higher gallonage systems with automatic20 controller capable of repeat cycling, used for more than 75% of the total landscaped area. Turf areas must utilize "spray" coverage,drip systems may not be used for turf.2.Automatic controller for irrigation system.203.Irrigation system designed using hydrozones to10water plants according to their water needs (i.e., landscape materials which require different watering needs are irrigated by separate control valves).4.Rain sensors used in conjunction with an10automatic controller.5.Soil-moisture sensors used in conjunction with an automatic controller56.In-head or in-line check valves are utilized5(whenever the cross gradient is greater than three feet in elevation).7.Irrigation schedule which varies by season, and developed 5through the use of Evapotranspiration data (ET). TOTAL: 75 POINTS DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERINGCITY OF SAN BERNARDINOSan Bernardino Business ParkHARDT ST TO E BRIER DR2XXXX1 9 5 1 F o u r t h a v e n u eS u i t e 3 0 2s a n d i e g o c a 9 2 1 01 619 718 9660l a n d s c a p e a r c h i t e c t u r eEDOAHCISSOATAWRSr l a 2 6 8 1Landscape Concept Plan for:2BUILDING 'E' PARKING LOT CALCULATIONS:NET AREA OF ALL SURFACE PARKING AREA: 28,145 SQFTLANDSCAPING WITHIN PARKING AREA: 5,440 SQFTTOTAL 19%North1"=40'

HARDT STREETSITE

E BRIER DR

TIPPECANOE AVE
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 AS A M U E L M I C H A E L B E L L O M I O No. 90818DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERINGCITY OF SAN BERNARDINOFORFROMHARDT & BRIER BUSINESS PARKGRADING PLANHARDT STREET TO BRIER DRIVE24XXXX ENGINEER'SENGINEER'SSEALINFORMATION C I V I L E N G I N E E R I N G suite 1203391 sorrento valley blvd.san diego, ca 92121p 858.638.7277waremalcomb.comCONTROL POINT NO. L-523RS, 3" BRASS DISC STAMPED "L-523RS" AT INTERSECTION OF3RD & TIPPICANOEELEV = 1068.52DATUM:NAVD88 PREPARED BY:WARE MALCOMB3391 SORRENTO VALLEY BLVD. SUITE 120SAN DIEGO, CA 92121SAMUEL BELLOMIOR.C.E. NO. 90818EXP. DATE: 12/31/2023C1.0 COVER SHEET FOR CITY OF SAN BERNARDINOGRADING PLAN FOR:HARDT & BRIER BUSINESS PARK VICINITY MAPN.T.S.

TSS
DIVISION IV GRADING NOTES1. ALL WORK SHALL BE IN ACCORDANCE WITH TITLE 15 OF THE CITY OF SAN BERNARDINO MUNICIPAL CODE, THESTANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) LATEST EDITION, AND ALLSUPPLEMENTS. THE PRELIMINARY SOILS REPORT DATED AND ANY SPECIAL REQUIREMENTS OF THE PERMIT.2. APPROVAL OF THIS PLAN BY THE CITY OF SAN BERNARDINO DOES NOT CONSTITUTE A REPRESENTATION AS TOTHE ACCURACY OF THE LOCATION OR OF THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITYPIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR SHALL ASSUME FULLRESPONSIBILITY FOR THE PROTECTION OF ALL UTILITIES WITHIN THE LIMITS OF THIS PROJECT.3. PROPOSED STARTING DATE___________ AND COMPLETION DATE ______________ OF GRADING.4. CUT YARDAGE: 4,800 C.Y. FILL YARDAGE: 2,400 C.Y. 5. DUST SHALL BE CONTROLLED BY WATERING.6. FINISH GRADING WILL BE COMPLETED AND APPROVED BEFORE OCCUPANCY OF BUILDINGS.7. PUBLIC STREETS SHALL BE KEPT CLEAN AND FREE FROM DIRT AND/OR DEBRIS. THE GRADINGCONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN STREET CLEANING NECESSITATED BYHIS OPERATION.8. THE FACE OF ALL CUT AND FILL SLOPES SHALL BE PLANTED WITH A GROUND COVER APPROVED BY THE CITYENGINEER.9. THE CIVIL ENGINEER RESPONSIBLE FOR PLAN PREPARATION SHALL SIGN THE FOLLOWING STATEMENT ON THEPLANS:“I CERTIFY THAT I WILL BE RESPONSIBLE FOR THIS GRADING IN ACCORDANCE WITH SECTION 7014(C) OF THEBUILDING CODE TO INCLUDE INCORPORATING ALL RECOMMENDATIONS OF THE SOILS ENGINEER, REPORT ANDBE RESPONSIBLE FOR PROFESSIONAL INSPECTION AND APPROVAL OF THE GRADING. THIS SHALL INCLUDE, BUTNOT BE LIMITED TO, INSPECTION AND APPROVAL AS TO THE ESTABLISHMENT OF LINE GRADE AND DRAINAGE OFDEVELOPMENT AREA. I WILL ALSO BE RESPONSIBLE FOR THE PREPARATION OF REVISED PLANS AND THESUBMISSION OF 'AS GRADED' GRADING PLANS UPON THE COMPLETION OF THE WORK.SAM BELLOMIO90818SUPERVISING CIVIL ENGINEER R.C.E. NUMBER DATE10. THE SOILS ENGINEER SHALL SIGN THE FOLLOWING STATEMENT ON THE PLANS:“I SHALL PROVIDE PROFESSIONAL INSPECTION AND APPROVAL CONCERNING THE PREPARATION OF GROUND TORECEIVE FILLS, TESTING FOR REQUIRED COMPACTION STABILITY OF ALL FINISHED SLOPES ANDINCORPORATING THE DATE SUPPLIED BY THE ENGINEERING GEOLOGIST AND THE PREPARATION OF THE SOILSGRADING REPORT.”DHARMESH AMIN2553SUPERVISING CIVIL ENGINEER R.C.E. NUMBER DATE (TO BE SIGNED PRIOR TO ISSUANCE OF GRADING PERMIT BY SOILS ENGINEER OF RECORD)11. NO GRADING IN EXCESS OF 5000 CU. YDS. SHALL BE STARTED WITHOUT FIRST NOTIFYING THEENGINEER. A PRE-GRADING MEETING AT THE SITE IS REQUIRED BEFORE START OF GRADING WITH THEFOLLOWING PEOPLE PRESENT: OWNER, GRADING CONTRACTOR, SUPERVISING CIVIL ENGINEER, SOILSENGINEER AND/OR GEOLOGIST, CITY CONSTRUCTION INSPECTORS OR THEIR REPRESENTATIVES.12. THE PERMITTEE OR HIS AGENT SHALL NOTIFY THE CITY OF SAN BERNARDINO W HEN THE GRADING OPERATION(EXCEEDING 5000 CU. YDS.) IS READY FOR REQUIRED INSPECTIONS AS SHOWN IN THE TESTING AND INSPECTIONREQUIREMENTS OF DIVISION V.SUPPLEMENTAL GRADING NOTES(TO BE USED WHEN APPLICABLE)1. NO FILL TO BE PLACED UNTIL STRIPPING OF VEGETATION, REMOVAL OF UNSUITABLE SOILS AND INSTALLATIONOF SUBDRAINS. IF ANY, HAS BEEN INSPECTED AND APPROVED BY THE SOILS ENGINEER.2. NO ROCK OR SIMILAR MATERIAL GREATER THAN 8' IN DIAMETER WILL BE PLACED IN THE FILL UNLESSRECOMMENDATIONS FOR SUCH PLACEMENT HAVING BEEN SUBMITTED BY THE SOILS ENGINEER IN ADVANCE ANDAPPROVED BY THE BUILDING OFFICIAL.3. ALL EXISTING FILLS SHALL BE APPROVED BY THE CITY DEPARTMENT OF PUBLIC WORKS OR REMOVED BEFOREANY ADDITIONAL FILLS ARE ADDED.4. FILLS SHALL BE BENCHED IN COMPETENT MATERIAL AS REQUIRED IN SOILS REPORT.5. AREAS TO RECEIVE FILL SHALL BE PROPERLY PREPARED AND APPROVED BY THE CITY DEPARTMENT OF PUBLICWORKS AND SAILS ENGINEER PRIOR TO THE PLACING OF FILL.6. PRIOR TO ISSUANCE OF BUILDING PERMITS, SUBMIT A SOIIS ENGINEER'S REPORT ON THE EXPANSIONPROPERTIES OF SOIL AS SUCH SOILS ARE DEFINED BY BUILDING CODE SECTION 2904(B) ON ALL BUILDING SITESIN THE PROPOSED SUBDIVISION.7. IF ANY DEVELOPMENT IS SCHEDULED TO BE DONE BETWEEN OCTOBER 15, AND APRIL 15, THEENGINEER SHALL SUBMIT A DETAILED EROSION CONTROL PLAN INCLUDING DESILTING BASINS OR OTHERTEMPORARY DRAINAGE OR CONTROL MEASURES, OR BOTH, AS MAY BE NECESSARY TO PROTECT ADJOININGPUBLIC AND PRIVATE PROPERTY FROM DAMAGE BY EROSION, FLOODING OR THE DEPOSITION OF MUD OR DEBRISWHICH MAY ORIGINATE FROM THE SITE OR RESULT FROM SUCH DEVELOPMENT.8. THE PERMITTEE SHALL COMPLY WITH THE GRADING CODE REQUIREMENTS WHEN AN EXCESS OF 1000 CUBICYARDS IS MOVED ON PUBLIC ROADWAYS FROM THE SITE OF AN EARTH GRADINGOPERATION. (15.04-210, 5.04.545, 15.38)9 . SLOPES IN EXCESS OF 15 FEET MUST BE PROVIDED WITH AN APPROVED IRRIGATION SYSTEM.10. THE SOILS ENGINEER SHALL BE RESPONSIBLE FOR THE PROFESSIONAL INSPECTION AND APPROVALCONCERNING THE PREPARATION OF GROUND TO RECEIVE FILLS, TESTING FOR REQUIRED COMPACTION,STABILITY OF ALL FINISH SLOPES AND THE DESIGN OF BUTTRESS FILLS, WHERE REQUIRED, INCORPORATINGDATA SUPPLIED BY THE ENGINEERING GEOLOGIST AND INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS,AND CODE WITHIN THEIR PURVIEW.11. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING ANDCONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW.12. WHERE SUPPORT OF BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY BY THESOILS ENGINEER AND/OR GEOLOGIST, THE SOIIS ENGINEER WIII SUBMIT DESIGN, LOCATION AND CAICUIATIONS TOTHE CITY PRIOR TO CONSTRUCTION. THE SOILS ENGINEER AND/OR GEOLOGIST WILL INSPECT AND CONTROL THECONSTRUCTION OF THE BUTTRESSING AND CERTIFY APPROVAL TO THE STABILITY OF THE SLOPE AND ADJACENTSTRUCTURES UPON COMPLETION.13. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE.14. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE.(ANY OTHER NOTES REQUIRED TO ADDRESS SPECIAL CIRCUMSTANCES OR CONDITIONS OF THE PROJECT) DIVISION V TESTING AND INSPECTIONTESTING AND INSPECTION ARE AS PER REQUIREMENTS OF THE UNIFORM BUILDING CODE ANDAPPLICABLE CITY CODES, IN ADDITION TO CODE REQUIREMENTS, THE FOLLOWING SHALL APPLYWHERE APPLICABLE:1. FILL TO BE COMPACTED TO NOT LESS THAN 90% OF MAXIMUM DENSITY AS DETERMINED BYASTM SOIL COMPACTION TEST D1557-70T.2. NOT LESS THAN ONE FIELD DENSITY TEST WILL BE MADE FOR EACH 2 FEET VERTICAL LIFT OFFILL, NOR LESS THAN ONE SUCH TEST FOR EACH 1,000 CUBIC YARDS OF MATERIAL PLACED.3. FIELD DENSITY WILL BE DETERMINED BY THE SAND-CONE METHOD ASTM D1556-64. INFINE-GRAINED, COHESIVE SOILS FIELD DENSITY MAY BE DETERMINED BY THE DRIVE-CYLINDERMETHOD. D9237-71 ASTM PROVIDED NOT LESS THAN 20% OF THE REQUIRED DENSITY TESTS.UNIFORMLY DISTRIBUTED, ARE BY THE SAND CONE METHOD. THE METHOD OF DETERMININGFIELD DENSITY SHALL BE SHOWN IN THE COMPACTION REPORT. OTHER METHODS MAY BE USEDIF RECOMMENDED BY THE SOILS ENGINEER AND APPROVED IN ADVANCE BY THE BUILDINGOFFICIAL.4. DENSITY TESTS WILL BE MADE AT POINTS APPROXIMATELY ONE FOOT BELOW THE FILL SLOPESURFACE. ONE TEST WILL BE MADE FOR EACH 1.000 SQUARE FEET OF SLOPE SURFACE, BUT NOTLESS THAN ONE TEST FOR EACH 10-FOOT VERTICAL OF SLOPE HEIGHT.5. ALI PADS AT ROUGH GRADING WILL HAVE A MINIMUM SLOPE OF 1% TOWARD THE STREET ORDESIGNED DRAINAGE OUTLET.6. ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND INSPECTIONS MUST BEOBTAINED BEFORE POURING.7. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOIIS ENGINEER SHALL CONTAINTHE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHODOF OBTAINING THE IN-PLACE DENSITY. WHETHER SAND-CONE. DRIVE-RING, OR OTHERAPPROVED METHOD AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITYDETERMINATIONS SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITYCURVES USED BY THE FIELD TECHNICIAN.8. ALL TRENCH BACKFILLS SHALL BE TESTED AND APPROVED BY THE SITE SOILS ENGINEER PERTHE GRADING CODE.9. THE PERMITTEE OR HIS AGENT SHALL NOTIFY THE CITY OF SAN BERNARDINO WHEN THEGRADING OPERATION (EXCEEDING 5000 CU. YDS.) IS READY FOR EACH OF THE FOLLOWINGINSPECTIONS:A) INITIAL INSPECTION. WHEN THE PERMITTEE IS READY TO BEGIN WORK. BUT NOT LESS THAN TWO DAYS BEFORE ANY GRADING OR BRUSHING IS STARTED.B) TOE INSPECTION. AFTER THE NATURAL GROUND OR BEDROCK IS EXPOSED AND PREPARED TO RECEIVE FILL, BUT BEFORE FILL IS PLACED.C) EXCAVATION INSPECTION. AFTER THE EXCAVATION IS STARTED, BUT BEFORE THE VERTICAL DEPTH OF THE EXCAVATION. EXCEEDS TEN FEET.D) FILL INSPECTION. AFTER THE FILL PLACEMENT IS STARTED, BUT BEFORE THE VERTICAL HEIGHT OF THE FILL EXCEEDS TEN FEET.E) DRAINAGE DEVICE INSPECTION. AFTER FORMING OF TERRACE DRAINS, DOWN DRAINS OR AFTER PLACEMENT OF PIPE IN SUB DRAINS, BUT BEFORE ANY CONCRETE OR FILL MATERIAL IS PLACED.F) ROUGH GRADING . WHEN ALI ROUGH GRADING HAS BEEN COMPLETED. THIS INSPECTIONMAY BE CALLED FOR AT THE COMPLETION OF ROUGH GRADING WITHOUT THE NECESSITY OF THE BUILDING OFFICIAL HAVING PREVIOUSLY REVIEWED AND APPROVED THE REPORT.G) FINAL .WHEN ALL WORK, INCLUDING INSTALLATION OF ALL DRAINAGE STRUCTURES AND OTHER PROTECTIVE DEVICES HAS BEEN COMPLETED AND THE AS-GRADED PLAN, PROFESSIONAL CERTIFICATIONS AND THE REQUIRED REPORTS HAVE BEEN SUBMITTED.REQUEST FOR INSPECTIONS SHOULD BE MADE A MINIMUM OF 24 HOURS BEFORE THEINSPECTION IS REQUIRED.ARRANGEMENTS FOR INSPECTIONS ARE MADE BY CONTACTING (909)384-5166 BETWEEN THEHOURS OF 7:30 AND 4:30 P.M.NORMAL INSPECTION HOURS ARE 7:30 A.M. TO 4:30 P.M., MONDAY THROUGH FRIDAY. ANYREQUESTS FOR INSPECTIONS AT OTHER TIMES OR ON OTHER DAYS MUST BE SUBMITTED TO THEDEPARTMENT OF PUBLIC WORKS A MINIMUM OF 48 HOURS BEFORE THE INSPECTION ISREQUIRED. THE PERMITTEE MUST BEAR THE COST OF SUCH OVER-TIME INSPECTIONS AND WILLBE BILLED ACCORDINGLY. NORMAL OVER-TIME RATE IS 1.5 TIMES THE BASE RATE. OVER-TIMEINSPECTIONS MAY BE DISALLOWED DEPENDING ON STAFF AVAILABILITY.INSPECTION ROUTES ARE PLANNED 24 HOURS IN ADVANCE AND ARE BASED ON EFFICIENT USEOF PERSONNEL. INSPECTION REQUESTS MADE WITH LESS THAN 24 HOURS NOTICE WILL BEPROCESSED ON AN AVAILABILITY BASIS ONLY AND NO GUARANTEE IS MADE THAT AN INSPECTIONCAN BE PERFORMED WITHOUT PRIOR ADVANCE NOTICE.EVIDENCE OF BUSINESS LICENSE, INSURANCE AND PERMITS WILL BE CHECKED BY THEINSPECTION STAFF.DIVISION VI GRADING PLAN CHECK LISTGRADING PLAN CHECK LIST 1ST SUBMITTAL 2ND SUBMITTALPROJECT NAME DATE 3RD SUBMITTALOWNER CHECKED BYENGINEER PHONE LEGENDPROPOSED IMPROVEMENTSIMPROVEMENT STANDARD DWGS. SYMBOL CURB (PVT)....................................................................................................................4” PCC SIDEWALK.........................................................................................................PERMEABLE PAVEMENT..............................................................................................PCC HARDSCAPE..........................................................................................................BIOFILTRATION BASIN..................................................................................................INFILTRATION BASIN.....................................................................................................PRECAST CONCRETE CATCH BASIN (PVT-SIZE PER PLAN)...................................STORM DRAIN PIPE (PVT)............................................................................................CURB CATCH BASIN......................................................................................................MODULAR WETLAND SYSTEM....................................................................................STORM MANHOLE........................................................................................................TRENCH DRAIN..............................................................................................................RPDA BACKFLOW PREVENTOR...................................................................................GATE VALVE...................................................................................................................SANITARY SEWER.........................................................................................................DOMESTIC WATER........................................................................................................FIRE WATER...................................................................................................................THRUST BLOCK.............................................................................................................TRANSFORMER W/ PAD...............................................................................................RIP RAP..........................................................................................................................SEWER MANHOLE.........................................................................................................FLOWLINE.......................................................................................................................RETAINING WALL...........................................................................................................BROW DITCH..................................................................................................................FIRE HYDRANT...............................................................................................................TRASH ENCLOSURE.....................................................................................................EXISTING IMPROVEMENTSITEM SYMBOL UTILITY VALVE......................................................................................................................FIRE HYDRANT......................................................................................................................UTILITY BOX.........................................................................................................................SEWER MANHOLE..................................................................................................................STREET LIGHT.......................................................................................................................TREE....................................................................................................................................STORM DRAIN PIPE...............................................................................................................WATER LINE..........................................................................................................................SEWER LINE..........................................................................................................................OVERHEAD LINE....................................................................................................................CENTERLINE..........................................................................................................................PROPERTY LINE....................................................................................................................EASEMENT LINE....................................................................................................................LOT LINE..............................................................................................................................EARTH SWALE.......................................................................................................................

LEGAL DESCRIPTIONPARCEL 17, 18, 24, 25, 29, 30, 31, & 32 OF PARCEL MAP NO. 5464, FILED IN BOOK 60, PAGES 31-34 OF PARCELMAPS, NOV. 7, 1980 AND PARCELS 1,2 &3 OF PARCEL MAP NO. 8481, FILED IN BOOK 98, PAGES 47 & 48 OF PARCELMAPS, AUGUST 26, 1985, BOTH RECORDS OF SAN BERNARDINO COUNTY.APN: 0281-301-17, 0281-311-06, 07, 08, 11, 12, 18, & 19REFERENCE DRAWINGSTOPOGRAPHY SOURCETOPOGRAPHIC DATA AND PLANIMETRICS SHOWN HEREIN WAS OBTAINED BY CONVENTIONAL SURVEYMETHODS. MAPPING DATA IS DETAILED AT 1"=20' SCALE FOR ENGINEERING USE.CONVENTIONAL SOURCE: TOPOGRAPHIC SURVEY PREPARED BY SPEAR & ASSOCIATES INC.DATE: APRIL 8, 2019BENCHMARKCONTROL POINT NO. L-523RS, 3" BRASS DISC STAMPED"L-523RS" AT INTERSECTION OF 3RD & TIPPICANOEELEV = 1068.52DATUM: NAVD88 OWNER/APPLICANTOAK PROPERTIES1000 PIONEER WAY, EL CAJON, CA 92020619-440-7424CONTACT: GREGG HAMANNSITE ADDRESSHARDT STREET & BRIER DRIVESAN BERNARDINO, CA 92408ASSESSORS PARCEL NUMBERAPN: 0281-301-17, 0281-311-06, 07, 08, 11, 12, 18, & 19 SD
KEY MAP N.T.S.HARDT STREETBRIER DRIVE
SHEET INDEXC1.0COVER SHEETC2.0DETAILSC3.0-C3.3HORIZONTAL CONTROL PLANC4.0-C4.6GRADING PLANC5.0-C5.2UTILITY PLANC6.0-C6.2BMP PLANC6.3BMP DETAILSC7.0-C7.2EROSION CONTROL PLANC7.3EROSION CONTROL DETAILS EARTHWORK TOTALS ARE APPROXIMATE AND ARE RAW COMPARISONBETWEEN EXISTING AND FINISHED GRADE ONLY. THE TOTALS LISTED DO NOTINCLUDE OVEREXCAVATION REQUIRED BY THE GEOTECHNICAL ENGINEER,UTILITY TRENCH SPOILS, SHRINKING AND SWELLING OF DISTURBED NATIVESOILS, PAVING SECTIONS, OR BUILDING AND RETAINING WALL FOUNDATIONS.GRADING QUANTITIES, I.E. CUT OR FILL SHOWN HEREON ARE FOR PERMITPURPOSES ONLY, DUE TO THE VARIATION IN SHRINKAGE SUBSIDENCE,OVEREXCATION, OR OTHER SPECIAL CONDITIONS THAT MAY EFFECT THESEQUANTITIES, ENGINEER DOES NOT WARRANT NOR MAKE ANYREPRESENTATION WHATSOEVER TO THEIR ACCURACY, ALL CONTRACTORSBIDDING ON THIS PROJECT SHOULD MAKE THEIR OWN DETERMINATION OFEARTHWORK QUANTITIES PRIOR TO SUBMITTING A BID, IRRESPECTIVE OF THEQUANTITIES SHOWN HEREON.

GRADING QUANTITIESBUILDING A & B:CUT: 2,000 CYFILL: 600 CYBUILDING C & D:CUT: 2,800 CYFILL: 1,800 CY MWS8-16
C4.6C4.5C4.4C4.3C4.2C4.1C4.0
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 AS A M U E L M I C H A E L B E L L O M I O No. 90818DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERINGCITY OF SAN BERNARDINOFORFROMHARDT & BRIER BUSINESS PARKGRADING PLANHARDT STREET TO BRIER DRIVE24XXXX ENGINEER'SENGINEER'SSEALINFORMATION C I V I L E N G I N E E R I N G suite 1203391 sorrento valley blvd.san diego, ca 92121p 858.638.7277waremalcomb.comCONTROL POINT NO. L-523RS, 3" BRASS DISC STAMPED "L-523RS" AT INTERSECTION OF3RD & TIPPICANOEELEV = 1068.52DATUM:NAVD88 PREPARED BY:WARE MALCOMB3391 SORRENTO VALLEY BLVD. SUITE 120SAN DIEGO, CA 92121SAMUEL BELLOMIOR.C.E. NO. 90818EXP. DATE: 12/31/2023 DETAILS FORC2.0
1/2"
R99B (CA)R99C (CA)R99 (CA)OR9"2"2"2"2"
1'
1-6"3"
1 1/2"1"
3"8"1"
1/2"
1'
2" 1 1/4"8"3"3"1 1/4"
1/2"3/4"3/4"
2"2"
ACCESSIBLE SIGNSSCALE: N.T.S.1
COLOR:BORDER & LEGEND - WHITE (RETROREFLECTIVE)BACKGROUND - BLUE (RETROREFLECTIVE) 2'-8"
3'-0"2'-8"2"2"3'-0"2"2"
PAINT BLUE EQUAL TOCOLOR No. 15090 INFEDERAL STANDARD599b

WHITE PAINT
ACCESSIBLE STALL SYMBOLSCALE: N.T.S.2
NOTES:CENTER SYMBOL INEACH DISABLEDACCESS STALLINSTALL SYMBOLFLUSH W/PAVING @ACCESSIBLEPARKING STALL 9'-0" MINACCESSIBLESTALL18'-0"
SLOPE DN8.33% MAX.

SEE PLAN

SEE PLANREGULARSTALL
2'-0"
5'-0"8'-0" @ VANNOPARKING
4'-0"MIN.

WITHIN THE LOADINGAND UNLOADINGACCESS AISLE PAINTTHE WORD "NOPARKING" IN 12" HIGHLETTERS MIN.

AREA WITHIN THE BLUEBORDERLINES 4" WIDE STRIPEPAINTED SHALL BE 4" WIDE STRIPEPAINTED BLUE OR WHITE 4" WIDE STRIPINGPAINTED WHITE,TYP.
4" WIDE STRIPEPAINTED BLUE

LANDSCAPE ANDPAVEMENT, WHEREOCCURS
CONCRETE WHEEL STOP0" CONCRETECURB
TYPICAL ADA PARKING STALLSSCALE: N.T.S.3
NOTES:1.PAINT DIRECTIONAL ARROWS ATDRIVEWAY AND ENTRY PARKINGAS REQUIRED PER CITYSTANDARDS.2.SEE PLAN FOR CURB RAMPORIENTATION.CONCRETE CURB TRUNCATED DOMESSCALE: N.T.S.4
A
A
6"1.0'
4" PCC
R=1/2"6" THICKENEDEDGE (TYP)1" MAXAT THE LANDSCAPE AREA

COMPACTED SUBGRADE & BASEPER GEOTECHNICALRECOMMENDATIONSSLAB SECTION

END CONDITION

END CONDITIONADJACENT TO CURB
R=1/2"
PCC
PCC
4" THICK CONCRETE SIDEWALKSCALE: N.T.S.5

PAVEMENTLAYERSANDLAYERBEDDINGLAYER
PERMEABLE PAVEMENT SECTIONSCALE: N.T.S.6
12" RESERVOIRLAYERSUBGRADE(EXISTING SOIL)
CURB/EDGERESTRAINT6"SECTION PER THEGEOTECHNICAL ENGINEERRECOMMENDATIONS PCC PAVING PERGEOTECHNICAL ENGINEERRECOMMENDATIONS7.5" PCCPAVING 12" MIN.
6"6" 3' MIN.

BEGIN SLOPE ROUNDING
2' MIN.15%CUT/FILL SLOPE
3" 2500 PSI AIR PLACED CONCRETEWITH 6 X 6 - W1.4 X W1.4 WWFBROW DITCHSCALE: N.T.S.7 6"MIN.6"MIN.6"MIN.
18"MIN. SAW CUT6"6"
NOTES:1.CHANNELS TO BE INSTALLED WITH BLANK GRATE. GRATE TO BE PROTECTED FROMCONCRETE POUR (COVER HOLES WITH TAPE).2.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.3.DO NOT SCALE DRAWING.4.THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS,CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY.5.ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUTMUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDEREDACCURATE. #4 REBAR HORIZONTAL PLACE TOP & BTM. OFCONC. POUR 3" CLR @ BTM. (TYP)SECTION#3 OR #4 REBAR STAKE SUSPENSION METHOD. LENGTHOF STAKE WILL VARY WITH SLOPE OF DRAIN.EXISTINGSOIL EXISTING ORNEW CONCRETESLAB. EXISTING ORNEW CONCRETESLABNEW FELT EXPANSION JOINTSECTION AT DURASLOPE CHANNELUSE ONLY DURASLOPE CLASS "C"GRATES WITH THIS APPLICATION.

TRENCH DEPTH VARIES WITH SLOPEOF DRAIN
DURA SLOPE TRENCH DRAIN SYSTEMSCALE: N.T.S.9
BROOKS 36"X36" PRECAST CATCH BASINSCALE: N.T.S.8 GENERAL NOTES:1.CONCRETE CLASS -520-C-2500.2.WEAKENED PLANE JOINTS TO MATCHCURB JOINT AS DIRECTED BY THEENGINEER.3.CURING COMPOUND SHALL BE SPRAYEDUNIFORMLY ON ALL EXPOSED SURFACESPRIOR TO THE EVAPORATION OFSURFACE WATER.

BUILDING AFF= 1051.00BUILDING BFF = 1051.80
L127C63L128L129 L130C64C65C66L131
L132C67L133L134L135C68L136
L137
L138C69L139C70L140L141
L142C71L143C72L144
L145
L146C73L147C74L148
L149L150C75L151C76L152L153
L154C77L155C78L156
L157
L158C79L159C80L160L161L162C81C82L163L164L165C83L166
L167L168
L169C84L170C85L171L172C86L173
C87L174L175C88L176
C89L177
L178L179L180C90L181C91
C92C93L182L183
L184L185
L186C94L187
L188C95L189L190

19.00'

9.00'9.00'

9.00'

9.00'16.00'

9.00'

9.00'16.00'

9.00'

9.00'16.00'

9.00'

9.00'1.34'

19.00'9.00'

9.00'16.00'44
4 4
4 4
4 444
44 2
2 2
2 2
2 8
8 8 8
888
3 3
3 101010
11 1
1 1 1
1 777
7 5
5 5
999
HARDT ST.

16.00'

27.50'

15.00'

15.00' SEWER EASEMENTREC. 9/3/1980,DOC. NO. 80-198548 O.R.

5.00' PUBLIC UTILITY EASEMENTREC. 10/24/1980,DOC. NO. 80-243406 O.R.5.00' ELECTRIC AND COMMUNICATION EASEMENTREC. 1/5/1981,DOC. NO. 81-010125 O.R.

APN 0281-301-17 & 0281-311-08P.M. 546460/31-34
APN 0281-311-06 & 07P.M. 546460/31-34

5.53'21.98'

5.46'27.50'
13 131313
1414 PARCEL 33P.M. 546460/31-34
L203L204L205
L206
L207
L208
L209L210
L211L212
7 9
11 11 11 11 11 11

4.50'8.00'81.66'

6.17'7.50'16.00'

26.00'

16.00'

6.00'

36.00'16.00'10.59'62.59'

76.94'1.57'5.91'26.88'16.00'10.59'
22 22

8.00'19.00'

8.00'26.00'

16.00'

15.34' 15.00'

88.34'

26.88'1.62'5.86'16.00'10.59'76.94'

8.71'27.29'16.00'10.59'62.59'

18.00'

19.15'

19.00'8.00'

5.33'26.00'

19.00'

8.20'4.50'26.00'

4.91'

6.93'

8.00'

26.00'

8.00'8.00' 5.00'

5.00'

7.00'

7.34'7

13.85'

10.00'
16 TYP.
3TYP. 3 3 3
3 TYP.8TYP.8TYP.8TYP.
2 BMP-217 BMP-117
ROW

2.50' DEDICATION

PROPERTY LINE

LOADING DOCK PER ARCH PLANSLOADING DOCK PER ARCH PLANS
P/L

2.50' DEDICATION
PA

PAPAPAPA

PA PA PA
PA PA
PA
PLANTING AREA PERLANDSCAPE PLANS, TYP.

34.85'

18.00'15.50'

19.15'

21.65'
C/L
ROW
C/L
ROW
C/L
ROW

PA PAPA

PROPOSEDRIPRAP
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 AS A M U E L M I C H A E L B E L L O M I O No. 90818DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERINGCITY OF SAN BERNARDINOFORFROMHARDT & BRIER BUSINESS PARKGRADING PLANHARDT STREET TO BRIER DRIVE24XXXX ENGINEER'SENGINEER'SSEALINFORMATION C I V I L E N G I N E E R I N G suite 1203391 sorrento valley blvd.san diego, ca 92121p 858.638.7277waremalcomb.comCONTROL POINT NO. L-523RS, 3" BRASS DISC STAMPED "L-523RS" AT INTERSECTION OF3RD & TIPPICANOEELEV = 1068.52DATUM:NAVD88 PREPARED BY:WARE MALCOMB3391 SORRENTO VALLEY BLVD. SUITE 120SAN DIEGO, CA 92121SAMUEL BELLOMIOR.C.E. NO. 90818EXP. DATE: 12/31/2023 HORIZONTAL CONTROL PLAN FORC3.0
WARE MALCOMB assumes no responsibility for utility locations.The utilities shown on this drawing have been plotted from thebest available information. It is, however, the contractorsresponsibility to field verify the location of all utilities priorto the commencement of any construction. 0SCALE: 1" = 10204020'
SITE NOTES1.CONTRACTOR TO FIELD-VERIFY EXISTINGCONDITIONS PRIOR TO CONSTRUCTION AND SHALLNOTIFY ENGINEER OF ANY DISCREPANCIES.ENGINEER WILL NOT BE LIABLE FOR ANY COSTSASSOCIATED WITH CHANGES TO THE DESIGNWITHOUT PROPER NOTIFICATION.2.SEE COVER SHEET FOR BENCHMARK, AND SURVEYINFORMATION.3.DIMENSIONS ARE TO FLOWLINE/BOTTOM OF CURBAND BUILDING FACE UNLESS OTHERWISE NOTED.4.PAVEMENT THICKNESS AND DESIGN ARE PER THEGEOTECHNICAL REPORT.5.ACCESSIBLE CURB RAMPS SHALL BE CONSTRUCTEDWITH DETECTIBLE WARNING PADS IF REQUIRED BYLOCAL CRITERIA.6.CONTRACTOR SHALL REMOVE AND REPLACE CURB,GUTTER, PAVING, LANDSCAPE, AND ANY OTHERITEMS DAMAGED DURING CONSTRUCTION.7.SEE SHEET C3.3 FOR CURB DATA TABLES CONSTRUCTION NOTESADA RAMP, STRIPING, & SIGNAGE PER DETAILS 1, 2, & 3,SHEET C2.07" PCC PAVEMENT OVER CLASS 2 BASE PER GEOTECHRECOMMENDATIONS.8" PCC PAVEMENT OVER CLASS 2 BASE PER GEOTECHRECOMMENDATIONS.CONSTRUCT 6" TYPE A PCC CURB PER CITY OF SANBERNARDINO STD. PLAN 200CONSTRUCT BROW DITCH PER DETAIL 7, SHEET C2.0 CONSTRUCT 0" CONCRETE CURB4" PCC SIDEWALK PER DETAIL 5, SHEET C2.0 PAINT 4" WIDE WHITE 90° PARKING STALLS.TRASH ENCLOSURE PER ARCHITECTURAL PLANS.CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF SANBERNARDINO STD. PLAN 2043' PARKING OVERHANGPERMEABLE PAVEMENT PER DETAIL 6, SHEET C2.0 TRUNCATED DOMES PER DETAIL 4, SHEET C2.0 CONSTRUCT CURB OUTLET STRUCTURE PER COUNTYOF SAN BERNARDINO STD. PLAN 210STAIRS W/ HANDRAIL PER ARCHITECTURAL PLANS3' WIDE CURB OPENINGBIOFILTRATION BASIN PER DETAIL 1, SHEET C6.3. 1234567891011121314151617
KEY MAP N.T.S.BRIER DR.

HARDT ST.

SEE SHEET C3.1
L94L95
L96C49L97C50C51L98L99L100L101C52L102
L103
L104L105
L106L107L108 C53L109C54C55L110C56
L111
L112C57L113L114L115C58L116C59L117L118L119C60L120
L121
L122L123L124C61L125C62L126
4 4
4 4 4
4 12
12 12
16 8
888
8 8
8 33
3 3
3 3
1 1 99
77 1111
5 5
BUILDING C1051.50
1010

9.00'19.00'

9.00'

16.00'9.00'

9.00' 8.00'

4.50'

19.00'

9.00'16.00' 27.50'

5.00' PUBLIC UTILITY EASEMENTREC. 10/24/1980,DOC. NO. 80-243406 O.R.5.00' ELECTRIC AND COMMUNICATION EASEMENTREC. 1/5/1981,DOC. NO. 81-010125 O.R.

APN 0281-311-11 & 12P.M. 546460/31-34
13 5.60'21.90'

6.46' EXISTING WALK14 14
PARCEL 23P.M. 546460/31-34
PARCEL 26P.M. 546460/31-34
PARCEL 18P.M. 546460/31-34
PARCEL 17P.M. 546460/31-34
16L213L214
L215L216

11.60'
8 19.00' 11
11 11 11
13 16.00'

30.00'

16.84'6.00'

4.50'

6.00' 6.00'

8.00'

11.60'

78.34'51.15'16.00'

11.19'

27.58'10.18'53.76'

12.00'12.00'9.00'

40.50'

16.00'

10.35'66.85'

66.85'30.00'

10.50'

26.35'

6.00'

5.00' 5.00'

22.84'20.34'

16.00'9.00'

19.00'84 2
2 18 1212 2
2 3.00'10.50'67.50'

6.35'
HARDT ST.

BMP-617

PROPERTY LINE
PROPERTY LINEBMP-417

2.50' DEDICATIONPAPA
PA PA
PA
C/L
ROWEX. TREE TO BE REMOVED. PROPOSEDRIPRAPPROPOSEDRIPRAP 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 AS A M U E L M I C H A E L B E L L O M I O No. 90818DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERINGCITY OF SAN BERNARDINOFORFROMHARDT & BRIER BUSINESS PARKGRADING PLANHARDT STREET TO BRIER DRIVE24XXXX ENGINEER'SENGINEER'SSEALINFORMATION C I V I L E N G I N E E R I N G suite 1203391 sorrento valley blvd.san diego, ca 92121p 858.638.7277waremalcomb.comCONTROL POINT NO. L-523RS, 3" BRASS DISC STAMPED "L-523RS" AT INTERSECTION OF3RD & TIPPICANOEELEV = 1068.52DATUM:NAVD88 PREPARED BY:WARE MALCOMB3391 SORRENTO VALLEY BLVD. SUITE 120SAN DIEGO, CA 92121SAMUEL BELLOMIOR.C.E. NO. 90818EXP. DATE: 12/31/2023 HORIZONTAL CONTROL PLAN FORC3.1
WARE MALCOMB assumes no responsibility for utility locations.The utilities shown on this drawing have been plotted from thebest available information. It is, however, the contractorsresponsibility to field verify the location of all utilities priorto the commencement of any construction. 0SCALE: 1" = 10204020'
SITE NOTES1.CONTRACTOR TO FIELD-VERIFY EXISTINGCONDITIONS PRIOR TO CONSTRUCTION AND SHALLNOTIFY ENGINEER OF ANY DISCREPANCIES.ENGINEER WILL NOT BE LIABLE FOR ANY COSTSASSOCIATED WITH CHANGES TO THE DESIGNWITHOUT PROPER NOTIFICATION.2.SEE COVER SHEET FOR BENCHMARK, BASIS OFBEARINGS, AND SURVEY INFORMATION.3.DIMENSIONS ARE TO FLOWLINE/BOTTOM OF CURBAND BUILDING FACE UNLESS OTHERWISE NOTED.4.PAVEMENT THICKNESS AND DESIGN ARE PER THEGEOTECHNICAL REPORT.5.ACCESSIBLE CURB RAMPS SHALL BE CONSTRUCTEDWITH DETECTIBLE WARNING PADS IF REQUIRED BYLOCAL CRITERIA.6.CONTRACTOR SHALL REMOVE AND REPLACE CURB,GUTTER, PAVING, LANDSCAPE, AND ANY OTHERITEMS DAMAGED DURING CONSTRUCTION.7.SEE SHEET C3.3 FOR CURB DATA TABLES SEE SHEET C3.0 SEE SHEET C3.2
KEY MAP N.T.S.BRIER DR.

HARDT ST.

9.00'

16.00'15.00'

16.00'

9.00'

9.00'16.00'9.00'16.00'15.00'

9.00'

9.00'16.00'

4.00' 4
4 44
4 4
4 4
2 2
2 2
2 2
2 28
8 8
8 8
8888
3 3
3 3
3 3
3 3
2 1010
7 9
5 13BRIER DR.

BUILDING D2FF = 1053.40

40.00'

15.00' SEWER EASEMENTREC. 9/3/1980,DOC. NO. 80-198548 O.R.

5.00' PUBLIC UTILITY EASEMENTREC. 10/24/1980,DOC. NO. 80-243406 O.R.5.00' ELECTRIC AND COMMUNICATION EASEMENTREC. 1/5/1981,DOC. NO. 81-010125 O.R. 15.00' PUBLIC SETBACK EASEMENTPER PARCEL MAP NO. 8481, BOOK 98,PAGES 47-48 OF PARCEL MAPS

15.00'
APN 0281-311-18P.M. 546460/31-34

33.47'6.53'
4 11
13 14 PARCEL 10P.M. 546460/31-34
PARCEL 3P.M. 848198/47-48
PARCEL 24P.M. 546460/31-34
PARCEL 25P.M. 546460/31-34
L217
C101L218L219
L220C102L221C103L222L223L224C104
L225L226L227C105L228L229
L230C106L231C107L232 L233C108L234C109L235L236
L237L238
2 22
7 7
8 8
8 10
11 11
11 111111
11 11
11 931.07'

29.00'9.00'16.00'67.11'

26.00'

11.60'56.60'

29.00'

16.00'

63.38'36.00'

26.00'

18.65'

14.66'7.00'

12.50'5.50'

19.00'8.00'16.00'9.00'

19.00'8.00' 16.00'9.00'

8.50'4.00'

7.00'4.00'

6.00'18.75'

4.50'8.50'4.00'7

26.00'

56.60'

25.94'10.50'

5.00'

4.50'

8.67'

17.44'9.44' 9.44'

25.44'

36.00'

16.00'16.00'15.11'

30.94'
BUILDING D1FF = 1053.10

16.00'9.00'16.00'9.00'

11.40'11.38'

11.60'

9.00'

29.00'11.60'

29.01'

9.58'9.58'

14.76'

10.18'
4 4
APN 0281-311-19P.M. 546460/31-34
PA

PA PA PA
PA

PAPAPAPAPA

C/L C/L

ROW ROW
15 9 9
11 EX. TREETO BEREMOVED. EX. TREETO BEREMOVED.

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 AS A M U E L M I C H A E L B E L L O M I O No. 90818DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERINGCITY OF SAN BERNARDINOFORFROMHARDT & BRIER BUSINESS PARKGRADING PLANHARDT STREET TO BRIER DRIVE24XXXX ENGINEER'SENGINEER'SSEALINFORMATION C I V I L E N G I N E E R I N G suite 1203391 sorrento valley blvd.san diego, ca 92121p 858.638.7277waremalcomb.comCONTROL POINT NO. L-523RS, 3" BRASS DISC STAMPED "L-523RS" AT INTERSECTION OF3RD & TIPPICANOEELEV = 1068.52DATUM:NAVD88 PREPARED BY:WARE MALCOMB3391 SORRENTO VALLEY BLVD. SUITE 120SAN DIEGO, CA 92121SAMUEL BELLOMIOR.C.E. NO. 90818EXP. DATE: 12/31/2023 HORIZONTAL CONTROL PLAN FORC3.2
WARE MALCOMB assumes no responsibility for utility locations.The utilities shown on this drawing have been plotted from thebest available information. It is, however, the contractorsresponsibility to field verify the location of all utilities priorto the commencement of any construction. 0SCALE: 1" = 10204020'
SITE NOTES1.CONTRACTOR TO FIELD-VERIFY EXISTINGCONDITIONS PRIOR TO CONSTRUCTION AND SHALLNOTIFY ENGINEER OF ANY DISCREPANCIES.ENGINEER WILL NOT BE LIABLE FOR ANY COSTSASSOCIATED WITH CHANGES TO THE DESIGNWITHOUT PROPER NOTIFICATION.2.SEE COVER SHEET FOR BENCHMARK, BASIS OFBEARINGS, AND SURVEY INFORMATION.3.DIMENSIONS ARE TO FLOWLINE/BOTTOM OF CURBAND BUILDING FACE UNLESS OTHERWISE NOTED.4.PAVEMENT THICKNESS AND DESIGN ARE PER THEGEOTECHNICAL REPORT.5.ACCESSIBLE CURB RAMPS SHALL BE CONSTRUCTEDWITH DETECTIBLE WARNING PADS IF REQUIRED BYLOCAL CRITERIA.6.CONTRACTOR SHALL REMOVE AND REPLACE CURB,GUTTER, PAVING, LANDSCAPE, AND ANY OTHERITEMS DAMAGED DURING CONSTRUCTION.7.SEE SHEET C3.3 FOR CURB DATA TABLESSEE SHEET C3.1 KEY MAP N.T.S.BRIER DR.

HARDT ST.

CONSTRUCTION NOTESADA RAMP, STRIPING, & SIGNAGE PER DETAILS 1, 2, & 3,SHEET C2.07" PCC PAVEMENT OVER CLASS 2 BASE PER GEOTECHRECOMMENDATIONS.8" PCC PAVEMENT OVER CLASS 2 BASE PER GEOTECHRECOMMENDATIONS.CONSTRUCT 6" TYPE A PCC CURB PER CITY OF SANBERNARDINO STD. PLAN 200CONSTRUCT BROW DITCH PER DETAIL 7, SHEET C2.0 CONSTRUCT 0" CONCRETE CURB.4" PCC SIDEWALK PER DETAIL 5, SHEET C2.0 PAINT 4" WIDE WHITE 90° PARKING STALLS.TRASH ENCLOSURE PER ARCHITECTURAL PLANS.CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF SANBERNARDINO STD. PLAN 2043' PARKING OVERHANGPERMEABLE PAVEMENT PER DETAIL 6, SHEET C2.0 TRUNCATED DOMES PER DETAIL 4, SHEET C2.0 CONSTRUCT CURB OUTLET STRUCTURE PER COUNTYOF SAN BERNARDINO STD. PLAN 210STAIRS W/ HANDRAIL PER ARCHITECTURAL PLANS 123456789101112131415
LINE TABLELINE #L127L128L129L130L131L132L133L134L135L136L137L138L139L140L141L142L143L144L145L146L147L148L149L150L151L152L153L154L155L156 BEARINGN00°12'03"WS89°47'57"WN00°12'03"WS00°12'03"EN89°47'57"EN00°12'03"WN89°47'57"EN00°12'03"WS89°47'57"WN00°12'03"WS89°47'57"WS00°12'03"ES89°47'57"WN00°12'03"WS89°47'57"WS00°12'03"ES89°47'57"WN00°12'03"WS89°47'57"WS00°12'03"ES89°47'57"WN00°12'03"WS89°47'57"WS00°12'03"ES90°00'00"WN00°12'03"WS89°47'57"WS00°12'03"ES89°47'57"WN00°12'03"W DISTANCE25.42'16.00'35.00'19.28'12.82'48.42'13.00'99.00'15.57'16.00'99.00'13.00'3.00'13.00'81.00'13.00'3.00'13.00'81.00'13.00'6.00'13.00'36.00'13.02'3.00'13.01'72.00'13.00'3.00'13.00' LINE TABLELINE #L157L158L159L160L161L162L163L164L165L166L167L168L169L170L171L172L173L174L175L176L177L178L179L180L181L182L183L184L185L186 BEARINGS89°47'57"WS00°12'03"ES89°48'39"WN00°12'03"WS89°47'57"WS00°12'03"EN86°12'03"WS03°47'57"WS86°12'03"ES00°12'03"EN00°12'03"WN03°47'57"ES00°12'03"ES89°52'20"WN00°12'03"WS00°12'03"ES89°47'57"WN00°12'03"WS00°12'03"ES89°47'57"WN00°12'03"WN89°47'57"ES00°12'03"ES89°47'57"WN00°12'03"WS00°12'03"ES89°47'57"WN89°47'57"EN00°12'03"WS89°47'57"W DISTANCE72.00'13.00'2.05'13.00'45.00'32.26'14.44'62.00'16.83'18.55'29.55'36.43'5.70'6.05'5.70'2.86'54.00'2.86'2.86'54.00'2.86'19.00'7.00'13.00'10.00'10.00'13.00'19.00'18.00'16.00' LINE TABLELINE #L187L188L189L190L203L204L205L206L207L209L210L211L212 BEARINGN00°12'03"WN00°12'03"WN89°47'57"EN00°12'03"WN89°47'57"EN00°12'03"WS89°47'57"WS89°47'57"WS89°47'57"WS89°47'57"WS00°12'03"ES00°12'03"EN89°47'57"E DISTANCE24.65'24.65'16.00'26.00'3.00'36.00'10.67'60.00'60.00'3.00'26.00'18.00'3.00' BLDG A&BBLDG A&BBLDG A&BCURVE TABLECURVE #C63C64C65C66C67C68C69C70C71C72C73C74C75C76C77C78C79C80C81C82 DELTA90°00'00"118°41'07"54°25'21"96°53'32"90°00'00"90°44'59"90°00'00"90°00'00"90°00'00"90°00'00"90°00'00"90°00'00"90°12'03"89°47'57"90°00'00"90°00'00"90°00'00"89°08'27"51°29'59"99°20'48" RADIUS3.00'3.00'28.00'3.00'3.00'2.98'3.00'3.00'3.00'3.00'3.00'3.00'3.00'3.00'3.00'3.00'3.00'3.00'54.12'1.97' LENGTH4.71'6.21'26.60'5.07'4.71'4.72'4.71'4.71'4.71'4.71'4.71'4.71'4.72'4.70'4.71'4.71'4.71'4.67'48.65'3.42' CHORD DIRECTIONN45°12'03"WS59°08'31"WN34°18'15"WN41°21'11"ES44°47'57"WS45°12'03"EN44°47'57"ES45°12'03"EN44°47'57"ES45°12'03"EN44°47'57"ES45°12'03"EN44°53'58"ES45°06'02"EN44°47'57"ES45°12'03"EN44°47'57"ES44°46'13"ES16°37'47"WN44°26'28"E CHORD LENGTH4.24'5.16'25.61'4.49'4.24'4.24'4.24'4.24'4.24'4.24'4.24'4.24'4.25'4.24'4.24'4.24'4.24'4.21'47.03'3.01' CURVE TABLECURVE #C83C84C85C86C87C88C89C90C91C92C93C94C95 DELTA86°00'00"88°42'36"90°00'00"90°00'00"90°00'00"90°00'00"90°00'00"90°00'00"90°00'00"90°00'00"90°00'00"90°00'00"90°00'00" RADIUS3.00'3.01'3.00'3.00'3.00'3.00'3.00'3.00'3.00'3.00'3.00'3.00'3.00' LENGTH4.50'4.67'4.71'4.71'4.71'4.71'4.71'4.71'4.71'4.71'4.71'4.71'4.71' CHORD DIRECTIONN43°12'03"WS44°15'51"WN45°12'03"WS44°47'57"WN45°12'03"WS44°47'57"WN45°12'03"WS45°12'03"ES44°47'57"WN45°12'03"WN44°47'57"EN45°12'03"WS44°47'57"W CHORD LENGTH4.09'4.21'4.24'4.24'4.24'4.24'4.24'4.24'4.24'4.24'4.24'4.24'4.24'

BLDG A&BBLDG A&B
LINE TABLELINE #L49L50L51L52L53L54L55L56L57L59L60L61L62L63L64L65L66L67L68L69L70L71L72L73L74L75L76L77L78L79 BEARINGN00°12'03"WS89°47'57"WN00°12'03"WN89°47'57"ES00°12'03"EN89°47'57"EN00°12'03"WN89°47'57"ES00°12'03"EN00°12'03"WN89°47'57"ES00°12'03"EN89°47'57"EN00°12'03"WN89°47'57"ES00°12'03"ES89°47'57"WN00°13'30"WN00°12'03"WN00°12'03"WS89°47'57"WN00°12'03"WS89°47'57"WN00°12'03"WS00°12'03"EN89°47'57"ES00°12'03"EN89°47'57"EN00°12'03"WN89°47'57"E DISTANCE1.50'3.55'13.00'87.00'13.00'1.00'13.00'90.00'13.00'13.00'96.00'13.00'1.00'13.00'72.00'13.11'3.55'29.94'25.62'26.00'3.00'81.00'13.00'7.60'7.60'13.00'81.00'3.00'26.00'16.00' LINE TABLELINE #L80L81L82L83L84L86L88L89L90L91L92L93L94L95L96L97L98L99L100L101L102L103L104L105L106L107L108L109L110L111 BEARINGN00°12'03"WS00°12'03"EN89°47'57"ES00°12'03"EN89°47'57"ES89°47'57"WS00°12'03"ES00°12'03"EN89°47'57"ES89°47'57"WS89°47'57"WN00°12'03"WS00°12'03"ES89°47'57"WS00°12'03"EN89°47'57"ES00°12'03"ES89°47'57"WS00°12'03"EN89°47'57"ES00°12'03"EN89°47'57"EN00°12'03"WS00°12'03"EN89°47'57"EN00°12'03"WS00°12'03"EN89°47'57"EN89°47'57"EN89°47'57"E DISTANCE25.63'26.42'13.00'9.00'13.00'13.00'36.00'36.00'16.00'13.00'13.00'36.00'38.46'16.00'18.00'13.00'7.00'13.00'54.00'25.76'14.52'72.00'13.00'13.00'69.00'13.00'13.00'1.00'1.00'72.00' LINE TABLELINE #L112L113L114L115L116L117L118L119L120L121L122L123L124L125L126L192L213L214L215L216L217L218L219L220L221L222L223L224L225L226 BEARINGN00°12'03"WN89°47'57"EN00°12'03"WS89°47'57"WN00°12'03"WN89°47'57"EN00°12'03"WN89°47'57"EN00°12'03"WS00°12'03"ES00°12'03"ES00°12'03"ES89°47'57"WS00°12'03"EN89°47'57"EN89°47'57"EN89°47'57"ES00°12'03"EN00°12'03"WS89°47'57"WN89°47'57"EN89°47'57"EN00°12'03"WS89°47'57"WN00°12'03"WN89°47'57"EN00°12'03"WS89°47'57"WN89°47'57"EN00°12'03"W DISTANCE15.31'19.66'57.00'13.00'1.50'13.00'27.00'3.00'40.17'71.13'57.03'15.70'7.50'2.00'7.50'6.00'16.00'17.00'26.00'3.00'13.00'13.00'35.00'12.50'6.00'12.50'19.93'12.50'12.50'35.00'

BLDG C&DBLDG C&DBLDG C&D
LINE TABLELINE #L227L228L229L230L231L232L233L234L235L236L237L238 BEARINGS89°47'57"WN00°12'03"WS00°12'03"EN89°47'57"EN00°12'03"WS89°47'57"WN89°47'57"EN00°12'03"WS89°47'57"WS00°13'30"ES89°47'57"WN89°47'57"E DISTANCE12.50'1.50'18.65'8.00'5.00'8.00'6.97'3.00'6.97'18.78'7.27'3.55'

BLDG C&D
CURVE TABLECURVE #C27C28C29C30C31C32C33C34C35C36C37C38C39C40C41C42C43C44C45C46C48C49C50C51C52C53C54C55C56C57 DELTA90°00'00"90°00'00"90°00'00"90°00'00"95°30'36"90°00'00"90°00'00"90°00'00"90°00'00"90°00'00"90°00'00"85°29'04"85°29'04"90°00'00"90°00'00"90°00'00"90°00'00"90°00'00"180°00'00"90°00'00"90°00'00"90°00'00"90°00'00"90°00'00"90°00'00"90°00'00"90°00'00"90°00'00"90°00'00"90°00'00" RADIUS3.00'3.00'3.00'3.00'3.03'3.00'3.00'3.00'3.00'3.50'3.00'10.00'10.00'3.00'3.00'3.00'3.00'3.00'3.00'3.00'3.00'3.00'3.00'3.00'3.00'3.00'3.00'3.00'3.00'3.00' LENGTH4.71'4.71'4.71'4.71'5.06'4.71'4.71'4.71'4.71'5.50'4.71'14.92'14.92'4.71'4.71'4.71'4.71'4.71'9.42'4.71'4.71'4.71'4.71'4.71'4.71'4.71'4.71'4.71'4.71'4.71' CHORD DIRECTIONN45°12'03"WN44°47'57"ES45°12'03"EN44°47'57"ES42°05'45"EN44°47'57"ES45°12'03"EN44°47'57"ES45°12'03"ES44°47'57"WS45°12'03"ES42°32'29"WN42°56'35"WN44°47'57"EN45°12'03"WN45°12'03"WN44°47'57"EN45°12'03"WN00°12'03"WS44°47'57"WN44°47'57"EN44°47'57"EN45°12'03"WN44°47'57"EN45°12'03"WS44°47'57"WN45°12'03"WS44°47'57"WN45°12'03"WS44°47'57"W CHORD LENGTH4.24'4.24'4.24'4.24'4.49'4.24'4.24'4.24'4.24'4.95'4.24'13.57'13.57'4.24'4.24'4.24'4.24'4.24'6.00'4.24'4.24'4.24'4.24'4.24'4.24'4.24'4.24'4.24'4.24'4.24' CURVE TABLECURVE #C58C59C60C61C62C101C102C103C104C105C106C107C108C109 DELTA90°00'00"90°00'00"90°05'16"90°00'00"90°00'00"90°01'27"90°00'00"90°00'00"90°00'00"90°00'00"90°00'00"90°00'00"90°00'00"90°00'00" RADIUS3.00'3.00'3.00'3.00'3.00'3.00'3.50'3.50'3.50'3.50'2.00'2.00'3.00'3.00' LENGTH4.71'4.71'4.71'4.71'4.71'4.71'5.50'5.50'5.50'5.50'3.14'3.14'4.71'4.71' CHORD DIRECTIONS45°12'03"ES44°47'57"WS45°12'03"ES44°47'57"WS45°12'03"ES44°47'13"WS45°12'03"ES44°47'57"WS44°47'57"WS45°12'03"EN44°47'57"EN45°12'03"WS44°47'57"WS45°12'03"E CHORD LENGTH4.24'4.24'4.24'4.24'4.24'4.24'4.95'4.95'4.95'4.95'2.83'2.83'4.24'4.24'

BLDG C&DBLDG C&D
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 AS A M U E L M I C H A E L B E L L O M I O No. 90818DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERINGCITY OF SAN BERNARDINOFORFROMHARDT & BRIER BUSINESS PARKGRADING PLANHARDT STREET TO BRIER DRIVE24XXXX ENGINEER'SENGINEER'SSEALINFORMATION C I V I L E N G I N E E R I N G suite 1203391 sorrento valley blvd.san diego, ca 92121p 858.638.7277waremalcomb.comCONTROL POINT NO. L-523RS, 3" BRASS DISC STAMPED "L-523RS" AT INTERSECTION OF3RD & TIPPICANOEELEV = 1068.52DATUM:NAVD88 PREPARED BY:WARE MALCOMB3391 SORRENTO VALLEY BLVD. SUITE 120SAN DIEGO, CA 92121SAMUEL BELLOMIOR.C.E. NO. 90818EXP. DATE: 12/31/2023 HORIZONTAL CONTROL PLAN FORC3.3
T
SD SD
MWS8-16
BUILDING AFF=1051.00
1052
1052

2.7%

6.6%

12.0%1049.80 TC1049.30 FS
1049.64 TC1049.14 FS
1050.14 TC1049.64 FS1050.28 TC1049.78 FS1050.26 TC1049.76 FL 1050.82 TC1050.32 FS
1051.10 TC1050.60 FS
1050.84 TC1050.34 FS1050.80 TC1050.30 FL1050.81 TC1050.31 FL1050.89 TC1050.39 FS 1051.15 TC1050.65 FS1051.60 TC1051.10 FS
1051.34 TC1050.84 FS1051.30 TC1050.80 FL1051.32 TC1050.82 FL1051.36 TC1050.86 FS 1051.63 TC1051.13 FS1051.27 TC1050.77 FS
1051.01 TC1050.51 FS1051.10 TC1050.43 FL1051.08 TC1050.42 FL1050.96 TC1050.46 FS 1051.22 TC1050.72 FS
1050.79 TC1050.29 FS
1050.24 TC1049.74 FS
1050.20 TC1049.70 FS1050.28 TC1049.78 FS
1050.34 TC1049.84 FS
1050.33 TC1049.83 FS
1050.38 TC1049.88 FS
1050.50 TC1050.00 FS1051.32 TC1050.82 FS
0'' CURB1051.00 FS
0'' CURB1050.87 FS0'' CURB1050.80 FS0'' CURB1050.82 FS0'' CURB1050.88 FS 0'' CURB1051.00 FS1051.39 TC1050.89 FS
1051.38 TC1050.88 FS1051.34 TC1050.84 FS1051.11 TC1050.61 FS1051.12 TC1050.62 FS1051.15 TC1050.65 FS 1050.84 FS
1050.72 FS
1050.50 TC1050.00 FL
(1050)
(1050)
(1050)
(1049)
(1051)
(1051)
(1050)
1050
105010501050
1049
10491049
1050
1051
1051
1051
1051

1.3%

1.0%0.8% 1.0%

0.6%

2.0%

2.0%
1050.09 TC1049.59 FS
1051.00 FS
1051.02 FS1050.77 FS
1049.81 TC1049.31 FL
1049.0± ME1049.0± ME
1050.42 TC1049.92 FS
1050.41 TC1049.91 FS
1050.47 TC1049.97 FS
1050.88 FS
1049.91 FS

0.4%

1.0%0.5%

0.5% 0.5%1.0%4.2%
1050.0± ME1050.5± ME
1050.39 FS1050.53 FS1051.00 FS
1050.86 FS
1051.00 FS
1051.00 FS
1049.5± ME1049.4± ME
1050.56 FS
1050.09 FS1051.00 FS
1051.00 FS

3.1%1.5%
HARDT ST.

N89°47'57"E 667.35'0.5%
1048.99 FL
1049.68 FL1051.06 FL
EXISTING 12" CL&WP WATER LINE
1050

1.3%

0.9%

2.9%

3.0%1.5%

1.5%

6.3%

1.1%
7:1
4:1
4:1
4:1
4:14:1

0.5%1051.00 HP

0.7%

1.1%

3.2%1.7%

4.4%1.4%
1051.04 TC1050.54 FS

0.6%

2.1%3.4%
BMP-1TOP OF BASIN: 1049.25BOTTOM OF BASIN: 1048.50
BMP-2TOP OF BASIN: 1049.50BOTTOM OF BASIN: 1048.75

1.0%1050.89 FS
1050.83 FS1050.76 FS1050.83 FS1050.03 FS 0.6%

2.1%

0.6%0.6%

0.5%

0.5%0.5%2.1%

2.1%

2.0%

1.8%

2.0%

0.5%0.5%
1050.60 FS1051.00 FS1050.89 FS

1.6%

6.2%

5.3%

8.2%

2.0%

6.5%

0.9%

2.1%

3.6%

8.6%

8.5%

4.2%

5.7%
1051.00 FS1051.00 FS 1051.00 FS0.3%2.3%

2.1%
1051

2.1%0.1%
1051.00 FS
1050.22 FS0.5%
BMP-3 10'X10' VISIBILITY TRIANGLE10'X10' VISIBILITY TRIANGLE HMP-1 TRUCK WELL LOADING SPACEPER ARCHITECTURAL PLANS

1.4%3.1%1.5%1.5%4.1%1.5%

5.7%1.4%4.5%1050.81 FS1051.00 FS
1046.89 FS
1046.99 FS1050.83 FS1050
1047
1048
1049 1050.99 FS

3.1%1.5%0.5%

1.3%

1.7%0.7%
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 AS A M U E L M I C H A E L B E L L O M I O No. 90818DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERINGCITY OF SAN BERNARDINOFORFROMHARDT & BRIER BUSINESS PARKGRADING PLANHARDT STREET TO BRIER DRIVE24XXXX ENGINEER'SENGINEER'SSEALINFORMATION C I V I L E N G I N E E R I N G suite 1203391 sorrento valley blvd.san diego, ca 92121p 858.638.7277waremalcomb.comCONTROL POINT NO. L-523RS, 3" BRASS DISC STAMPED "L-523RS" AT INTERSECTION OF3RD & TIPPICANOEELEV = 1068.52DATUM:NAVD88 PREPARED BY:WARE MALCOMB3391 SORRENTO VALLEY BLVD. SUITE 120SAN DIEGO, CA 92121SAMUEL BELLOMIOR.C.E. NO. 90818EXP. DATE: 12/31/2023 GRADING PLAN FORC4.0
0SCALE: 1" = 5102010'
GENERAL NOTEUTILITIES SHOWN ON THIS PLAN FOR REFERENCE ONLY,REFER TO UTILITY PLAN SHEET C5.0-####.

SEE SHEET C4.1
T BUILDING BFF=1051.80
1052
1052
1052
1052

7.6%

1.0%

6.4% 16.7% 9.3%

22.7%

8.8%

6.4%

7.0%
HARDT ST.
1050.86 TC1050.36 FS
1051.22 TC1050.72 FS1051.80 TC1051.30 FS
1051.67 TC1051.17 FS1051.67 TC1051.17 FS1051.70 TC1051.20 FS1051.75 TC1051.25 FS 1051.87 TC1051.37 FS1051.85 TC1051.35 FS
1051.78 TC1051.28 FS1051.75 TC1051.25 FL1051.74 TC1051.24 FL 1051.74 TC1051.24 FS
1051.80 TC1051.30 FS1051.31 TC1050.81 FS
1051.23 TC1050.73 FL1051.28 TC1050.78 FL1051.59 TC1051.09 FS 1050.66 TC1050.16 FL
1051.07 TC1050.57 FS1051.11 TC1050.61 FS1051.40 TC1050.90 FS 1051.73 TC1051.23 FS1051.58 TC1051.08 FS
1051.80 TC1051.30 FS
1051.17 TC1050.67 FS
1051.28 TC1050.78 FS1051.53 TC1051.03 FS
1051.72 TC1051.22 FS
1052.18 TC1051.68 FS1051.63 TC1051.13 FS
1051.52 TC1051.02 FS1051.47 TC1050.97 FS1051.50 TC1051.00 FS 1050.20 TC1049.70 FS
1051.82 TC1051.32 FS
1051.76 TC1051.26 FS
1051.72 TC1051.22 FS1052.04 TC1051.54 FS1052.09 TC1051.59 FS1052.12 TC1051.62 FS (1050)(1050)(1051)
(1053)
1051
1051
10521052
105210531053
10521052

0.5%0.6%

2.0% 0.6% 2.0%0.7%

0.3%

1.8% 0.5%1.1%1.0%

0.7%
1051.66 FS1051.83 FS1051.83 FS1051.69 FS
1051.80 FS
1051.49 FS1051.20 FS
1050.6± ME
1051.80 FS
1051.58 TC1051.08 FS
1051.55 TC1051.05 FS
1051.80 FS
1050.4± ME1050.4± ME

1.5%

2.4%

0.9%

1.6%0.5%

0.5%

0.6%

0.5%

2.9%
1050.1± ME
1051.80 FS1051.80 FS

1.9%

0.5% 1051.09 FL
1049.49 FL
1052.76 HP
EXISTING 8" DIP WATER LINE
EXISTING 12" CL&WP WATER LINE
EXISTING 5" VCP SANITARY LINE

4.4%

0.5%

1.9%2.3% 2.1%1.2%

1.7%

1.6%

1.2%

1.9%

0.9%

1.4%

1.8%

2.5%

3.2%

2.7%4.4%1.4%
105210531053
10511051

0.5%
1050.99 TC1050.49 FS

6.2%

1.1%

2.1%

0.8%

0.5%

1.0%

0.5%

0.9%

0.7%

0.5%

0.5%
1051.81 TC1051.31 FS
1051.75 FS1051.52 FS1051.78 FS
1050.5± ME
1051
1051
10511051
1051
1051
1051.16 FS1051.54 FS1051.47 FS1051.10 FS1051.72 FS1051.80 FS1051.80 FS 1051.80 FS1052.21 TC1051.71 FS1.8%1051.53 TC1051.03 FS1051.91 TC1051.41 FS1052.30 TC1051.80 FS 1051.80 FS
1051.80 FS
1051.80 FS

1.5%

1.6%1.1%

1.5%

1.9%

0.7%

2.1%

2.0%

0.5%

1.4%2.9%

2.5%1.7%1.6%

5.2%

2.3%

3.2%

0.7%

1.8%0.6% 8.6%
1050.96 TC1050.46 FS
10'X10' VISIBILITY TRIANGLE10'X10' VISIBILITY TRIANGLE 10'X10' VISIBILITY TRIANGLE 1051.80 HP
1051.51 HP

TRUCK WELL LOADING SPACEPER ARCHITECTURAL PLANS
1047.62 FS
1047.78 FS1051.59 FS
1050
1048
1049
10511051.78 FS

1.4%

2.0%

1.3%

2.7%1.5%
1050.73 TC1050.23 FS
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 AS A M U E L M I C H A E L B E L L O M I O No. 90818DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERINGCITY OF SAN BERNARDINOFORFROMHARDT & BRIER BUSINESS PARKGRADING PLANHARDT STREET TO BRIER DRIVE24XXXX ENGINEER'SENGINEER'SSEALINFORMATION C I V I L E N G I N E E R I N G suite 1203391 sorrento valley blvd.san diego, ca 92121p 858.638.7277waremalcomb.comCONTROL POINT NO. L-523RS, 3" BRASS DISC STAMPED "L-523RS" AT INTERSECTION OF3RD & TIPPICANOEELEV = 1068.52DATUM:NAVD88 PREPARED BY:WARE MALCOMB3391 SORRENTO VALLEY BLVD. SUITE 120SAN DIEGO, CA 92121SAMUEL BELLOMIOR.C.E. NO. 90818EXP. DATE: 12/31/2023 GRADING PLAN FORC4.1
0SCALE: 1" = 5102010'
SEE SHEET C4.0
SEE SHEET C4.2 GENERAL NOTEUTILITIES SHOWN ON THIS PLAN FOR REFERENCE ONLY,REFER TO UTILITY PLAN SHEET C5.0-####.

SDSD
T
BUILDING CFF=1051.50
1050.59 TC1050.09 FS1050.52 TC1050.02 FS1050.44 TC1049.94 FS 1050.74 TC1050.24 FS1050.74 TC1050.24 FS1050.77 TC1050.27 FS 1050.80 TC1050.30 FS1050.80 TC1050.30 FS
1051.01 TC1050.51 FS1051.16 TC1050.66 FS
1051.24 TC1050.74 FS1051.60 TC1051.10 FS
1051.62 TC1051.12 FS1051.63 TC1051.13 FS1051.64 TC1051.14 FS 1051.62 TC1051.12 FS
1051.64 TC1051.14 FS1051.63 TC1051.13 FS1051.62 TC1051.12 FS1051.60 TC1051.10 FS 1051.58 TC1051.08 FS
1051.16 TC1050.66 FS1051.13 TC1050.63 FS1051.69 TC1051.19 FS 1050.89 TC1050.39 FS
1050.81 TC1050.31 FS1050.80 TC1050.30 FS1050.85 TC1050.35 FS1051.09 TC1050.59 FS 1050.90 TC1050.40 FS1050.62 TC1050.12 FS1050.66 TC1050.16 FS 1051.26 FS0" CURB
1052.00 TC1051.50 FS1051.68 TC1051.18 FS1051.69 TC1051.19 FS1051.76 TC1051.26 FS1051.98 TC1051.48 FS 1051.75 TC1051.25 FS
(1055)
(1051)(1052)
(1053)
(1054)
(1051)
(1052)(1052)(1052)
(1052)(1053)(1053)(1053)(1054)
(1053)
105010501050
1050
1051
1051
1051
1051
1051
10521052
1052
1052105310541054
1055
105210531054
10561056 105310541054
1051
105210521053
1054

0.4%

0.9%0.5%

0.5%

0.5%0.5%

0.5%

0.5%0.5%

0.1%

0.2%0.5%

0.2%

0.1%

0.5%

2.9%1.0%1.8%

1.9% 0.5%1.7%

3.1%

3.3%2.9%
1050.95 TC1050.45 FS0.5%

0.5%

0.8% 0.4%
1051.50 FS1051.25 FS1051.50 FS 1051.39 FS1051.34 FS
1050.4± ME
1051.72 TC1051.22 FS1050.57 TC1050.07 FS1050.58 TC1050.08 FS1050.98 FS

0.5%

0.5%
HARDT ST.
1055.10 HP1054.77 FL 1051.81 FL
1050.24 FL1.5%

1.1%

2.5%
1051.66 FL
1051.26 FS

22.3%

2.2%2.5%

2.8%

2.5%

0.5%

1.8%

1.7%

1.8%2.9% 3.0%2.5% 1.2%

1.5%
1051.36 HP
1050.74 TC1050.24 FS
1051.58 TC1051.08 FS1051.62 TC1051.12 FS1051.24 TC1050.74 FS 1051.12 TC1050.62 FS

0.5%

0.6% 0.6%

0.6% 1051.13 TC1050.63 FS0.5%
1051
1051

71.5%

52.3%

45.1%

6.6%

9.3%

50.1%50.1% 50.4%10511052105310531053

3.6%
4:1
4:1
4:1
BMP-4TOP OF BASIN:1049.91BOTTOM OF BASIN:1049.16BMP-6TOP OF BASIN:1050.00BOTTOM OF BASIN:1049.344:14:15:1 1050.9± ME1050.2± ME
1050.98 TC1050.48 FS
1051.3± ME1051.3± ME1051.4± ME
1051.30 FS1051.49 FS
1051.50 FS
1051.42 FS1.2%

2.6%

3.5%

1.3%

0.7% 0.7%0.7%
1051.16 FS
1051.50 FS1051.50 FS
1051.34 FS
1051.41 FS1051.10 FS1051.50 FS1051.50 FS2.1%

2.4%

1.5%

2.6%1.9%1.9%1.1%

2.2%

1.6%0.1%

0.6%

0.7%

2.9% 1.9%
1051.50 FS1051.50 FS1051.50 FS
1051.32 FS

0.5%0.6%
1051.50 HP
1051.28 HP
1051.50 FS1051.50 FS
1051.50 FS1051
1051
1051
1051.55 TC1051.05 FS
1054.79 TW1054.59 BW
1053.31 TW1051.70 BW
1051.78 TW1051.13 BW
PR. RETAINING WALLMAX HT: ~1.61'
10'X10' VISIBILITY TRIANGLE10'X10' VISIBILITY TRIANGLE10'X10' VISIBILITY TRIANGLEROW

PROPERTYLINE

PROPERTYLINE
EX. TREE TOBE REMOVED
1051.12 FS1051.29 FS1051.32 FS1051.16 FS

4.3%
1051.10 FS1051.05 FS3.8%1050.92 FS
1051.34 TC1050.84 FS
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 AS A M U E L M I C H A E L B E L L O M I O No. 90818DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERINGCITY OF SAN BERNARDINOFORFROMHARDT & BRIER BUSINESS PARKGRADING PLANHARDT STREET TO BRIER DRIVE24XXXX ENGINEER'SENGINEER'SSEALINFORMATION C I V I L E N G I N E E R I N G suite 1203391 sorrento valley blvd.san diego, ca 92121p 858.638.7277waremalcomb.comCONTROL POINT NO. L-523RS, 3" BRASS DISC STAMPED "L-523RS" AT INTERSECTION OF3RD & TIPPICANOEELEV = 1068.52DATUM:NAVD88 PREPARED BY:WARE MALCOMB3391 SORRENTO VALLEY BLVD. SUITE 120SAN DIEGO, CA 92121SAMUEL BELLOMIOR.C.E. NO. 90818EXP. DATE: 12/31/2023 GRADING PLAN FORC4.2
0SCALE: 1" = 5102010'
SEE SHEET C4.1
SEE SHEET C4.3 GENERAL NOTE:UTILITIES SHOWN ON THIS PLAN FOR REFERENCE ONLY,REFER TO UTILITY PLAN SHEET C5.0-#### BUILDING D1FF=1053.10
1053.44 TC1052.94 FS1053.18 TC1052.68 FS1053.14 TC1052.64 FS1053.14 TC1052.64 FS 1052.67 TC1052.17 FS1052.75 TC1052.25 FS1052.79 TC1052.29 FS1052.71 TC1052.21 FS1052.56 TC1052.06 FS 1052.28 TC1051.78 FS
1052.46 TC1051.96 FS1052.52 TC1052.02 FS
1052.64 TC1052.14 FS1052.55 TC1052.05 FS
(1052)
(1053)(1052) 10521052
1053
10531053
10521052
1053
10531053

0.5%

2.0%

1.7%2.0%

0.5%1053.10 FS
1052.07 TC1051.57 FS

0.4%
1052.40FG
1052.30FG
1051.81 FL
EXISTING 15" VCP SANITARY LINE105210521052

1.7%

2.1%

1.9%

2.2%

2.9%

2.4%

1.0%

2.1%
1053.01 TC1052.51 FS

0.5%

0.5% 1052.65 HP
1053.10 HP
1053.40 TC1052.90 FS1053.31 TC1052.81 FS1053.60 TC

2.8%

0.4%

2.9%

1.8%
1052.78 FS1053.05 FS1053.10 FS

0.8%
1053.05 TC1052.55 FS
1053.06 TC1052.56 FS
1053.32 TC1052.82 FS

1.7%

2.1%

2.0%

2.1%
1052.60 TC1052.10 FS1052.67 TC1052.17 FS
1052.58 TC1052.08 FS1052.25 TC1051.75 FS2.6% 0.5%2.5%0.5%

0.2%0.3%1053.10 FS1053.10 FS
1053.10 FS
1053.10 FS1053.10 FS1053.05 FS
1052.92 FS

1.7%
1053.02 TC1052.52 FS1052.59 TC1052.09 FS
1052.55 TC1052.05 FS1052.59 TC1052.09 FS
1052.82 TC1052.32 FS1.8%0.5%

0.5%1052
1053.21 TC1052.71 FS
1053.09 TC1052.59 FS
1052.27 FS
HMP-2

PROPERTYLINE

3.5%1052.72 TC1052.22 FS0.5%
1053.60 TC1053.10 FSR 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 AS A M U E L M I C H A E L B E L L O M I O No. 90818DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERINGCITY OF SAN BERNARDINOFORFROMHARDT & BRIER BUSINESS PARKGRADING PLANHARDT STREET TO BRIER DRIVE24XXXX ENGINEER'SENGINEER'SSEALINFORMATION C I V I L E N G I N E E R I N G suite 1203391 sorrento valley blvd.san diego, ca 92121p 858.638.7277waremalcomb.comCONTROL POINT NO. L-523RS, 3" BRASS DISC STAMPED "L-523RS" AT INTERSECTION OF3RD & TIPPICANOEELEV = 1068.52DATUM:NAVD88 PREPARED BY:WARE MALCOMB3391 SORRENTO VALLEY BLVD. SUITE 120SAN DIEGO, CA 92121SAMUEL BELLOMIOR.C.E. NO. 90818EXP. DATE: 12/31/2023 GRADING PLAN FORC4.3
WARE MALCOMB assumes no responsibility for utility locations.The utilities shown on this drawing have been plotted from thebest available information. It is, however, the contractorsresponsibility to field verify the location of all utilities priorto the commencement of any construction. 0SCALE: 1" = 5102010'
GRADING NOTES1.CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANYDISCREPANCIES WITH THE ELEVATIONS SHOWN ONTHE PLANS. ENGINEER WILL NOT BE LIABLE FORANY COSTS ASSOCIATED WITH CHANGES TO THEDESIGN WITHOUT PROPER NOTIFICATION.2.SEE COVER SHEET FOR BENCHMARK, BASIS OFBEARINGS, AND SURVEY INFORMATION.3.ELEVATIONS ARE PER THE SURVEY DATUM, NOT PERARCHITECTURAL FLOOR ELEVATIONS.4.ELEVATIONS ARE AT FINISHED SURFACE UNLESSOTHERWISE NOTED.5.CURB ELEVATIONS ARE AT FLOWLINE/BOTTOM OFCURB UNLESS OTHERWISE NOTED.6.EXISTING UTILITY STRUCTURES TO BE ADJUSTED ASNECESSARY FOR PROPOSED GRADING.7.SIDEWALKS AND LANDINGS SHALL BE 2% MAX CROSS-SLOPE TOWARD ROADS, DRIVE LANES, ANDPARKING AREAS UNLESS OTHERWISE NOTED.8.ACCESSIBLE PARKING STALLS AND LOADING AREASTO BE 2% MAX SLOPE IN ANY DIRECTION.9.REFER TO THE GEOTECH REPORT FORGROUNDWATER ELEVATIONS.10.GRADING OF LANDSCAPED AREAS AROUNDBUILDINGS TO COMPLY WITH GEOTECH. REPORT.11.PEDESTRIAN GUARDRAILS TO BE INSTALLED WHEREREQUIRED BY LOCAL, STATE, OR FEDERALREQUIREMENTS. RE: ARCHITECTURAL/LANDSCAPEPLANS.

SEE SHEET C4.6
SEE SHEET C4.4
SEE SHEET C4.2
GENERAL NOTE:UTILITIES SHOWN ON THIS PLAN FOR REFERENCE ONLY,REFER TO UTILITY PLAN SHEET C5.0-#### 1053.06 TC1052.56 FS
1053.55 TC1053.05 FS1053.75 TC1053.25 FS
1052.97 TC1052.47 FS1053.32 TC1052.82 FS1053.26 TC1052.76 FS1053.26 TC1052.76 FS1053.35 TC1052.85 FS 1053.52 TC1053.02 FS
1053.26 TC1052.76 FS1053.15 TC1052.65 FS
(1055)
(1053)
(1054)
(1055)
(1053)
(1054)
1053
1053
1053
105310531054

2.0%

2.5%

2.5%
1053.19 FS1053.40 FS
BUILDING D2FF=1053.40
1053.58 FL
1051.68 FL

1.7%
1052.48 TC1051.98 FS0.5%
1053
1053

2.0%

1.1%

1.8%

2.7%

2.8%

3.0%

3.9%

3.0%

0.8% 1.7%0.4%

0.5%

0.5%0.5%
1053.90 TC1053.40 FS

5.5%

1.8%1053.48 TC1052.98 FS1053.57 TC1053.07 FS1053.90 TC1053.40 FS4.1%

0.1%

0.5%3.0%

0.5%

1.6%1053.40 FS
1052
10531052.69 TC1052.19 FS
1052.65 TC1052.15 FS1053.03 TC1052.53 FS
1053.24 TC1052.74 FS1052.86 TC1052.36 FS1052.78 TC1052.28 FS 1052.78 TC1052.28 FS1053.40 TC1052.90 FS
1053.36 TC1052.86 FS1053.65 TC1053.15 FS1053.67 TC1053.17 FS 1053.05 TC1052.55 FS
1053.06 TC1052.56 FS

3.0%
1053.57 TC1053.07 FS0.5%

0.5%

0.5%0.5%

2.0%

3.0%

5.1%

4.2%3.0%3.0%

1.7%

2.8%

2.1%

2.0%
1053.40 FS1053.40 FS 1053.52 TC1053.02 FS
1053.33 TC1052.83 FS1053.33 TC1052.83 FS1053.40 TC1052.90 FS1053.66 TC1053.16 FS1053 1053.38 FS1053.27 FS1053.40 FS
1053.40 FS1053.33 FS

2.0%2.0%

1.1%
1052.59 TC1052.09 FS

1.7%1053.13 HP
1053.45 HP
HMP-2PROPERTYLINE

1.1%

0.9%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 AS A M U E L M I C H A E L B E L L O M I O No. 90818DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERINGCITY OF SAN BERNARDINOFORFROMHARDT & BRIER BUSINESS PARKGRADING PLANHARDT STREET TO BRIER DRIVE24XXXX ENGINEER'SENGINEER'SSEALINFORMATION C I V I L E N G I N E E R I N G suite 1203391 sorrento valley blvd.san diego, ca 92121p 858.638.7277waremalcomb.comCONTROL POINT NO. L-523RS, 3" BRASS DISC STAMPED "L-523RS" AT INTERSECTION OF3RD & TIPPICANOEELEV = 1068.52DATUM:NAVD88 PREPARED BY:WARE MALCOMB3391 SORRENTO VALLEY BLVD. SUITE 120SAN DIEGO, CA 92121SAMUEL BELLOMIOR.C.E. NO. 90818EXP. DATE: 12/31/2023 GRADING PLAN FORC4.4
0SCALE: 1" = 5102010'
SEE SHEET C4.5
SEE SHEET C4.3
GENERAL NOTE:UTILITIES SHOWN ON THIS PLAN FOR REFERENCE ONLY,REFER TO UTILITY PLAN SHEET C5.0-#### SEE SHEET C4.2
SDMWS8-16
T
1052.21 TC1051.71 FS1052.40 TC1051.90 FS1052.69 TC1052.19 FS 1052.36 TC1051.86 FS1052.85 TC1052.35 FS
(1052)
(1053)
10511051
1052
1052
10521052
1053

1.6%

1.6%
1053.11 FS
1053.19 FS
1052.96 FS
1053.40 FS
1051.2± ME1051.4± ME1051.1± ME
BUILDING D2FF=1053.40
1051.68 FL
1051.18 FL1.7%
1053.40 FS
1052.48 TC1051.98 FS0.5%

EXISTING WATER LINE
10521053

3.0%3.0%5.5%

4.7%

1.5%

0.8%

1.8%

4.3%
1052.82 TC1052.32 FS1052.80 TC1052.30 FS
1053.90 TC1053.40 FS

1.8%
1053.40 FS1053.56 TC1053.06 FS1053.48 TC1052.98 FS
1053.48 TC1052.98 FS1053.57 TC1053.07 FS1053.90 TC1053.40 FS4.1%

0.1%

0.5%
1052.33 TC1051.83 FS1052.41 TC1051.91 FS1052.79 TC1052.29 FS 1052.61 TC1052.11 FS1052.22 TC1051.72 FS1052.04 TC1051.54 FS 1051.6± ME

6.8%

0.5%

3.0% 3.0%3.0%

0.5%
1051.3± ME1051.1± ME1051.2± ME
1051 1052
10521053
1053.40 FS

9.2%

12.3%

12.6%

0.5%

1.6%7.1%1053.01 FS1053.32 FS1053.40 FS
1053.40 FS
1052.23 FS1052.36 FS1053.40 FS
1053.37 FS1053.40 FS
1053.16 FS
1052.89FS

0.6%

1.7%1.7%1.4%

4.5%

3.1%
1052

2.0%
1052.74 TC1052.24 FS1053.40 FF
10'X10' VISIBILITY TRIANGLE10'X10' VISIBILITY TRIANGLE10'X10' VISIBILITY TRIANGLE S89°46'30"W 209.99'BRIER DR.

BMP-8ROW

PROPERTYLINE
HMP-21052.27 FS1052.24 FS1053.28 TC1052.78 FS

1.9%1.2%6.4% 1.8%1.9%4.8%
1052.79 TC1052.29 FS1052.82 TC1052.32 FS
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 AS A M U E L M I C H A E L B E L L O M I O No. 90818DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERINGCITY OF SAN BERNARDINOFORFROMHARDT & BRIER BUSINESS PARKGRADING PLANHARDT STREET TO BRIER DRIVE24XXXX ENGINEER'SENGINEER'SSEALINFORMATION C I V I L E N G I N E E R I N G suite 1203391 sorrento valley blvd.san diego, ca 92121p 858.638.7277waremalcomb.comCONTROL POINT NO. L-523RS, 3" BRASS DISC STAMPED "L-523RS" AT INTERSECTION OF3RD & TIPPICANOEELEV = 1068.52DATUM:NAVD88 PREPARED BY:WARE MALCOMB3391 SORRENTO VALLEY BLVD. SUITE 120SAN DIEGO, CA 92121SAMUEL BELLOMIOR.C.E. NO. 90818EXP. DATE: 12/31/2023 GRADING PLAN FORC4.5
0SCALE: 1" = 5102010'
SEE SHEET C4.4
SEE SHEET C4.6
T
1051.87 TC1051.37 FS
1052.45 TC1051.95 FS1052.53 TC1052.03 FS
(1051)
10511052

1.4%

0.5%
1053.10 FS
1053.10 FS
1053.10 FS1051.86 FS
1052.07 TC1051.57 FS
1051

0.4%
BUILDING D1FF=1053.10
EXISTING 15" VCP SANITARY LINE

EXISTING WATER LINE
10501051
1051

1.5%

3.9%

6.3% 2.9%
BRIER DR.

3.3%
1052.50 TC1052.00 FS1052.39 TC1051.89 FS1051.99 TC1051.49 FS 1051.81 TC1051.31 FS1052.10 TC1051.60 FS1052.01 TC1051.51 FS1052.16 TC1051.66 FS 1053.40 TC1052.90 FS1053.31 TC1052.81 FS1053.31 TC1052.81 FS1053.39 TC1052.89 FS1053.60 TC1053.10 FS

2.8%3.2%

0.4%

0.5%

0.7%
1050.0± ME1050.1± ME

2.2%

3.1%2.9%2.9%

0.3%5.2%

2.9%

4.6%7.0%

7.3%

15.3%

15.6%

1.8%
1052.12 TC1051.62 FS1052.28 TC1051.78 FS
1052.41 TC1051.91 FS1052.40 TC1051.90 FS
1051.84 FS
1050.3± ME1050.3± ME1050.5± ME0.5%

1.0%

3.5%
1052.80 FS1052.77 FS1052.60 FS1053.01 FS1053.10 FS
1053.10 FS
1053.10 FS
1052.95 FS1052.88 FS
1051.33 FS1051.18 FS1050.79 FS
1050.87 FS
1052.75 FS1052.78 FS1053.05 FS1053.10 FS27.3%

2.1% 0.8%
1052
1053
1053.10 FS

4.9%
1051 1052

0.6%4.5%

0.5%

8.5%8.4%1053.10 FF
10'X10' VISIBILITY TRIANGLE
10'X10' VISIBILITY TRIANGLE10'X10' VISIBILITY TRIANGLEROW

PROPERTYLINE
HMP-2

0.5%
1053.60 TC1053.10 FS

4.5%4.5%
1052.45 TC1051.95 FS1052.67 FS1052.35 TC1051.85 FS

2.9%
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 AS A M U E L M I C H A E L B E L L O M I O No. 90818DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERINGCITY OF SAN BERNARDINOFORFROMHARDT & BRIER BUSINESS PARKGRADING PLANHARDT STREET TO BRIER DRIVE24XXXX ENGINEER'SENGINEER'SSEALINFORMATION C I V I L E N G I N E E R I N G suite 1203391 sorrento valley blvd.san diego, ca 92121p 858.638.7277waremalcomb.comCONTROL POINT NO. L-523RS, 3" BRASS DISC STAMPED "L-523RS" AT INTERSECTION OF3RD & TIPPICANOEELEV = 1068.52DATUM:NAVD88 PREPARED BY:WARE MALCOMB3391 SORRENTO VALLEY BLVD. SUITE 120SAN DIEGO, CA 92121SAMUEL BELLOMIOR.C.E. NO. 90818EXP. DATE: 12/31/2023 GRADING PLAN FORC4.6
0SCALE: 1" = 5102010'
SEE SHEET C4.3
SEE SHEET C4.5
TT
SSSS
SD SD
MWS8-16
FF=1051.00FF=1051.80
HARDT ST.SS1 SS1
SS2SS2
DW1
DW2
DW3
DW4DW4
FW1
FW2
FW2
FW3FW3
FW5
FW5
FW5FW4
FW4
FW4
FW4
FW4
FW4
BMP-1BMP-2
82 3 866
3 44
FW1
EXISTING 15" VCP SANITARY LINE
EXISTING 12" CL&WP WATER LINEEXISTING 8" VCP SANITARY LINEEXISTING 8" DIP WATER LINE EXISTING 12" CL&WP WATER LINEEXISTING 8" VCP SANITARY LINE EXISTING 8" DIP WATER LINE
7 1
35 2 FW1
FW2FW4
DW1DW2
DW3
DW4
FW2
FW2FW4
FW4FW2FW2 FW2 FW2
FW2FW4
FW4
FW2
FW2
3 8"X8"X6" TEEW/ T.B.
8"X8"X6" TEEW/ T.B.8"X8"X6" TEEW/ T.B.
9 BMP-3

BUILDING ABUILDING B

PROPOSED TRANSFORMERPER ELECTRICAL PLANS
1717

PROPERTY LINE
ROW

PROPERTY LINE

PROPERTY LINE
ROW
HMP-1PROPOSED TRANSFORMERPER ELECTRICAL PLANS
EX. ELECTRICAL

SEE PLUMBING PLANSFOR CONTINUATIONSEE PLUMBING PLANSFOR CONTINUATION HARDT ST.

15.00' SEWER EASEMENTREC. 9/3/1980,DOC. NO. 80-198548 O.R.

5.00' PUBLIC UTILITY EASEMENTREC. 10/24/1980,DOC. NO. 80-243406 O.R.5.00' ELECTRIC AND COMMUNICATION EASEMENTREC. 1/5/1981,DOC. NO. 81-010125 O.R.

PROPOSED CURB
1049.00 TG1045.50 IE1 1049.25 TG1045.75 IE
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 AS A M U E L M I C H A E L B E L L O M I O No. 90818DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERINGCITY OF SAN BERNARDINOFORFROMHARDT & BRIER BUSINESS PARKGRADING PLANHARDT STREET TO BRIER DRIVE24XXXX ENGINEER'SENGINEER'SSEALINFORMATION C I V I L E N G I N E E R I N G suite 1203391 sorrento valley blvd.san diego, ca 92121p 858.638.7277waremalcomb.comCONTROL POINT NO. L-523RS, 3" BRASS DISC STAMPED "L-523RS" AT INTERSECTION OF3RD & TIPPICANOEELEV = 1068.52DATUM:NAVD88 PREPARED BY:WARE MALCOMB3391 SORRENTO VALLEY BLVD. SUITE 120SAN DIEGO, CA 92121SAMUEL BELLOMIOR.C.E. NO. 90818EXP. DATE: 12/31/2023C5.0 0SCALE: 1" = 10204020'
WM NOTES: UTILITY1.CONTRACTOR SHALL VERIFY THE ELEVATION OF ALL EXISTING UTILITIES WHERE NEWGRADING OR UTILITY WORK WILL OCCUR AND NOTIFY THE ENGINEER OF ANYDISCREPANCIES OR CONFLICTS. ENGINEER WILL NOT BE LIABLE FOR ANY COSTSASSOCIATED WITH CHANGES TO THE DESIGN WITHOUT PROPER NOTIFICATION.2.SEE COVER SHEET FOR BENCHMARK, BASIS OF BEARINGS, AND SURVEYINFORMATION.3.PROPOSED DRY UTILITIES ARE SHOWN FOR REFERENCE ONLY. REFER TO PLANS BYUTILITY PROVIDERS AND/OR MEP.4.EXISTING UTILITY STRUCTURES TO BE ADJUSTED AS NECESSARY FOR PROPOSEDGRADING.5.REFER TO THE GEOTECH REPORT FOR GROUNDWATER ELEVATIONS.6.ALL WORK IN THE PUBLIC RIGHT-OF-WAY' TO BE DONE PER IMPROVEMENT PLANS ANDASSOCIATED ENCROACHMENT PERMIT.FIRE SERVICE NOTE1.FOR REFERENCE ONLY. UNDERGROUND FIRE SERVICE SHALL BE A DEFERREDSUBMITTAL. ANY APPROVAL OF THIS GRADING PLAN DOES NOT CONSTITUTE ANAPPROVAL OF ANY FIRE SERVICE WATER SUPPLY, UNDERGROUND, OR EQUIPMENT.

UTILITY PLAN FOR
STORM WATER CONSTRUCTION NOTESCONSTRUCT 36X36 BROOKS CATCH BASIN PER DETAIL 8, SHEET C2.0 INSTALL DURASLOPE TRENCH DRAIN SYSTEM W/ HS-20 TRAFFICRATED GRATE PER DETAIL 9, SHEET C2.0INSTALL 12" HDPE STORM DRAIN PIPECONSTRUCT BROW DITCH PER DETAIL 7, SHEET C2.0 CONSTRUCT STORM DRAIN CLEAN OUT PER COUNTY OF SANBERNARDINO STD. PLAN 208CONSTRUCT CURB INLET PER CITY OF SAN BERNARDINO STD. PLAN403INSTALL BIOCLEAN MODULAR WETLAND SYSTEMINSTALL PSI STORM WATER LIFT STATIONINSTALL BIOCLEAN URBANPOND DETENTION SYSTEMBIOFILTRATIN BASIN PER DETAIL 1, SHEET C6.4 12345678917FIRE SERVICE KEY NOTESCONNECT TO EXISTING 12" WATER MAIN PER CITY OF SANBERNARDINO STD. PLAN W3.5INSTALL 8" AWWA PVC C-900 DR18 PRIVATE FIREINSTALL NEW 8" RPDA PER CITY OF SAN BERNARDINO STD.PLAN W1.14INSTALL PRIVATE THRUST BLOCK PER CITY OF SANBERNARDINO STD. PLAN W6.4A, W6.11INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF SANBERNARDINO STD. PLAN W2.2 FW1FW2FW3FW4FW5
DOMESTIC WATER SERVICE KEY NOTESPROVIDE NEW 2" DOMESTIC WATER SERVICE PER CITY OF SANBERNARDINO STD. PLAN W1.2INSTALL REDUCED PRESSURE BACKFLOW PREVENTOR PERCITY OF SAN BERNARDINO STD. PLAN W4.1, W4.3CAP END FOR CONNECTION BY BUILDING PLUMBERINSTALL 2" PVC SCH80 PRIVATE WATER LINE DW1DW2DW3DW4
SANITARY SEWER KEY NOTESCONNECT TO EXISTING SANITARY SEWER W/ 4' MANHOLE PERCITY OF SAN BERNARDINO STD. PLAN 301, 304INSTALL 6" PVC SDR-35 PRIVATE SANITARY SEWER LATERALPER CITY OF SAN BERNARDINO STD. PLAN 305, 306 & 310SS1SS2 SEE SHEET C5.1
KEY MAP N.T.S.BRIER DR.

HARDT ST.

EX. STREET LIGHTTO BE RELOCATED PROPOSED CURBOUTLET STRUCTUREPROPOSED CURBOUTLET STRUCTUREPROPOSED CURBOUTLET STRUCTURE PROPOSED CURBOUTLET STRUCTURE SS
SDSD
T
SS1FW1FW1
EXISTING 12" CL&WP WATER LINEEXISTING 8" VCP SANITARY LINESS2SS1 DW1
DW2DW3
DW4
FW3FW3FW2
FW2
FW2
FW2
FW2
FW5FW5FW4
FW4
FW4 FW4
FW4
FW4FW4
4 4
2 EXISTING HYDRANT
BMP-4
883 3
FW4
FW4
8"X8"X6" TEEW/ T.B. 8"X8"X6" TEEW/ T.B.

FW2 FW2
FW2
FW2FW2
DW1

PROPERTY LINE

PROPERTY LINE
ROW
BUILDING CFF=1051.50

PROPOSED TRANSFORMERPER ELECTRICAL PLANS
EX. ELECTRICALVAULT TO REMAIN

PROPERTY LINE
BMP-617 17SEE PLUMBING PLANSFOR CONTINUATIONHARDT ST.

5.00' PUBLIC UTILITY EASEMENTREC. 10/24/1980,DOC. NO. 80-243406 O.R.5.00' ELECTRIC AND COMMUNICATION EASEMENTREC. 1/5/1981,DOC. NO. 81-010125 O.R.

PROPOSED CURBOUTLET STRUCTUREPROPOSED CURBOUTLET STRUCTUREPROPOSED CURBOUTLET STRUCTUREPROPOSED CURBOUTLET STRUCTURE 1049.66 TG46.16 IE11049.84 TG46.34 IE1
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 AS A M U E L M I C H A E L B E L L O M I O No. 90818DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERINGCITY OF SAN BERNARDINOFORFROMHARDT & BRIER BUSINESS PARKGRADING PLANHARDT STREET TO BRIER DRIVE24XXXX ENGINEER'SENGINEER'SSEALINFORMATION C I V I L E N G I N E E R I N G suite 1203391 sorrento valley blvd.san diego, ca 92121p 858.638.7277waremalcomb.comCONTROL POINT NO. L-523RS, 3" BRASS DISC STAMPED "L-523RS" AT INTERSECTION OF3RD & TIPPICANOEELEV = 1068.52DATUM:NAVD88 PREPARED BY:WARE MALCOMB3391 SORRENTO VALLEY BLVD. SUITE 120SAN DIEGO, CA 92121SAMUEL BELLOMIOR.C.E. NO. 90818EXP. DATE: 12/31/2023C5.1 0SCALE: 1" = 10204020' UTILITY PLAN FOR
FIRE SERVICE NOTE1.FOR REFERENCE ONLY. UNDERGROUND FIRE SERVICE SHALL BE A DEFERREDSUBMITTAL. ANY APPROVAL OF THIS GRADING PLAN DOES NOT CONSTITUTE ANAPPROVAL OF ANY FIRE SERVICE WATER SUPPLY, UNDERGROUND, OR EQUIPMENT.

WM NOTES: UTILITY1.CONTRACTOR SHALL VERIFY THE ELEVATION OF ALL EXISTING UTILITIES WHERE NEWGRADING OR UTILITY WORK WILL OCCUR AND NOTIFY THE ENGINEER OF ANYDISCREPANCIES OR CONFLICTS. ENGINEER WILL NOT BE LIABLE FOR ANY COSTSASSOCIATED WITH CHANGES TO THE DESIGN WITHOUT PROPER NOTIFICATION.2.SEE COVER SHEET FOR BENCHMARK, BASIS OF BEARINGS, AND SURVEYINFORMATION.3.PROPOSED DRY UTILITIES ARE SHOWN FOR REFERENCE ONLY. REFER TO PLANS BYUTILITY PROVIDERS AND/OR MEP.4.EXISTING UTILITY STRUCTURES TO BE ADJUSTED AS NECESSARY FOR PROPOSEDGRADING.5.REFER TO THE GEOTECH REPORT FOR GROUNDWATER ELEVATIONS.6.ALL WORK IN THE PUBLIC RIGHT-OF-WAY' TO BE DONE PER IMPROVEMENT PLANS ANDASSOCIATED ENCROACHMENT PERMIT.

STORM WATER CONSTRUCTION NOTESCONSTRUCT 36X36 BROOKS CATCH BASIN PER DETAIL 8, SHEET C2.0 INSTALL DURASLOPE TRENCH DRAIN SYSTEM W/ HS-20 TRAFFICRATED GRATE PER DETAIL 9, SHEET C2.0INSTALL 12" HDPE STORM DRAIN PIPECONSTRUCT BROW DITCH PER DETAIL 7, SHEET C2.0 CONSTRUCT STORM DRAIN CLEAN OUT PER COUNTY OF SANBERNARDINO STD. PLAN 208CONSTRUCT CURB INLET PER CITY OF SAN BERNARDINO STD. PLAN403INSTALL BIOCLEAN MODULAR WETLAND SYSTEMINSTALL PSI STORM WATER LIFT STATIONINSTALL BIOCLEAN URBANPOND DETENTION SYSTEMBIOFILTRATION BASIN PER DETAIL 4, SHEET C6.4 12345678917
FIRE SERVICE KEY NOTESCONNECT TO EXISTING 12" WATER MAIN PER CITY OF SANBERNARDINO STD. PLAN W3.5INSTALL 8" AWWA PVC C-900 DR18 PRIVATE FIREINSTALL NEW 8" RPDA PER CITY OF SAN BERNARDINO STD.PLAN W1.14INSTALL PRIVATE THRUST BLOCK PER CITY OF SANBERNARDINO STD. PLAN W6.4A, W6.11INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF SANBERNARDINO STD. PLAN W2.2 FW1FW2FW3FW4FW5
DOMESTIC WATER SERVICE KEY NOTESPROVIDE NEW 2" DOMESTIC WATER SERVICE PER CITY OF SANBERNARDINO STD. PLAN W1.2INSTALL REDUCED PRESSURE BACKFLOW PREVENTOR PERCITY OF SAN BERNARDINO STD. PLAN W4.1, W4.3CAP END FOR CONNECTION BY BUILDING PLUMBERINSTALL 2" PVC SCH80 PRIVATE WATER LINE DW1DW2DW3DW4
SANITARY SEWER KEY NOTESCONNECT TO EXISTING SANITARY SEWER W/ 4' MANHOLE PERCITY OF SAN BERNARDINO STD. PLAN 301, 304INSTALL 6" PVC SDR-35 PRIVATE SANITARY SEWER LATERALPER CITY OF SAN BERNARDINO STD. PLAN 305, 306 & 310SS1SS2 SEE SHEET C5.0
SEE SHEET C5.2
KEY MAP N.T.S.BRIER DR.

HARDT ST.

T
SS
SDMWS8-16
T
SS
BRIER ST.EXISTING WATER LINEEXISTING 8" VCP SANITARY LINE EXISTING 15" VCP SANITARY LINE

EXISTING HYDRANT
SS1
SS2
DW1
DW2
DW4
FW1 FW1
FW3FW3FW2
FW2
FW2
FW5
FW5
FW5
FW4
FW4FW4FW4
FW4FW4
FW4
9 2
3 4
6 1
78 SS1
SS2
DW3 DW3
DW1
DW2
DW4
FW4FW2
FW2
FW28"X8"X6" TEEW/ T.B.
8"X8"X6" TEEW/ T.B.FW2
FW48"X8"X6" TEEW/ T.B.FW2
FW4
FW4FW25 3 3 3 3 3355

PROPERTY LINE
BUILDING D1FF=1053.10FF=1053.40BUILDING D2

PROPERTY LINE

PROPERTY LINE
ROW

PROPOSED TRANSFORMERPER ELECTRICAL PLANS
HMP-21052.12 TOP1048.50 IE
BMP-8

SEE PLUMBING PLANSFOR CONTINUATIONSEE PLUMBING PLANSFOR CONTINUATION

5.00' PUBLIC UTILITY EASEMENTREC. 10/24/1980,DOC. NO. 80-243406 O.R.5.00' ELECTRIC AND COMMUNICATION EASEMENTREC. 1/5/1981,DOC. NO. 81-010125 O.R.PROPOSED CURBOUTLET STRUCTUREPROPOSED CURBOUTLET STRUCTURE 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 AS A M U E L M I C H A E L B E L L O M I O No. 90818DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERINGCITY OF SAN BERNARDINOFORFROMHARDT & BRIER BUSINESS PARKGRADING PLANHARDT STREET TO BRIER DRIVE24XXXX ENGINEER'SENGINEER'SSEALINFORMATION C I V I L E N G I N E E R I N G suite 1203391 sorrento valley blvd.san diego, ca 92121p 858.638.7277waremalcomb.comCONTROL POINT NO. L-523RS, 3" BRASS DISC STAMPED "L-523RS" AT INTERSECTION OF3RD & TIPPICANOEELEV = 1068.52DATUM:NAVD88 PREPARED BY:WARE MALCOMB3391 SORRENTO VALLEY BLVD. SUITE 120SAN DIEGO, CA 92121SAMUEL BELLOMIOR.C.E. NO. 90818EXP. DATE: 12/31/2023C5.2 0SCALE: 1" = 10204020' UTILITY PLAN FOR
FIRE SERVICE NOTE1.FOR REFERENCE ONLY. UNDERGROUND FIRE SERVICE SHALL BE A DEFERREDSUBMITTAL. ANY APPROVAL OF THIS GRADING PLAN DOES NOT CONSTITUTE ANAPPROVAL OF ANY FIRE SERVICE WATER SUPPLY, UNDERGROUND, OR EQUIPMENT.

STORM WATER CONSTRUCTION NOTESCONSTRUCT 36X36 BROOKS CATCH BASIN PER DETAIL 8, SHEET C2.0 INSTALL DURASLOPE TRENCH DRAIN SYSTEM W/ HS-20 TRAFFICRATED GRATE PER DETAIL 9, SHEET C2.0INSTALL 12" HDPE STORM DRAIN PIPECONSTRUCT BROW DITCH PER DETAIL 7, SHEET C2.0 CONSTRUCT STORM DRAIN CLEAN OUT PER COUNTY OF SANBERNARDINO STD. PLAN 208CONSTRUCT CURB INLET PER CITY OF SAN BERNARDINO STD. PLAN403INSTALL BIOCLEAN MODULAR WETLAND SYSTEMINSTALL PSI STORM WATER LIFT STATIONINSTALL BIOCLEAN URBANPOND DETENTION SYSTEM 123456789
FIRE SERVICE KEY NOTESCONNECT TO EXISTING 12" WATER MAIN PER CITY OF SANBERNARDINO STD. PLAN W3.5INSTALL 8" AWWA PVC C-900 DR18 PRIVATE FIREINSTALL NEW 8" RPDA PER CITY OF SAN BERNARDINO STD.PLAN W1.14INSTALL PRIVATE THRUST BLOCK PER CITY OF SANBERNARDINO STD. PLAN W6.4A, W6.11INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF SANBERNARDINO STD. PLAN W2.2 FW1FW2FW3FW4FW5
DOMESTIC WATER SERVICE KEY NOTESPROVIDE NEW 2" DOMESTIC WATER SERVICE PER CITY OF SANBERNARDINO STD. PLAN W1.2INSTALL REDUCED PRESSURE BACKFLOW PREVENTOR PERCITY OF SAN BERNARDINO STD. PLAN W4.1, W4.3CAP END FOR CONNECTION BY BUILDING PLUMBERINSTALL 2" PVC SCH80 PRIVATE WATER LINE DW1DW2DW3DW4
SANITARY SEWER KEY NOTESCONNECT TO EXISTING SANITARY SEWER W/ 4' MANHOLE PERCITY OF SAN BERNARDINO STD. PLAN 301, 304INSTALL 6" PVC SDR-35 PRIVATE SANITARY SEWER LATERALPER CITY OF SAN BERNARDINO STD. PLAN 305, 306 & 310SS1SS2 SEE SHEET C5.1 KEY MAP N.T.S.BRIER DR.

HARDT ST.

SD SD
MWS8-16
BMP-1BMP-2BMP-3
HMP-1HARDT ST.
(1049)
(1050)(1051)
(1052)
(1051)
(1053)
(1050)
(1052) 1C1.707AC. 1B0.282AC.
1A0.568AC.
1C1.696AC.

DA1
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 AS A M U E L M I C H A E L B E L L O M I O No. 90818DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERINGCITY OF SAN BERNARDINOFORFROMHARDT & BRIER BUSINESS PARKGRADING PLANHARDT STREET TO BRIER DRIVE24XXXX ENGINEER'SENGINEER'SSEALINFORMATION C I V I L E N G I N E E R I N G suite 1203391 sorrento valley blvd.san diego, ca 92121p 858.638.7277waremalcomb.comCONTROL POINT NO. L-523RS, 3" BRASS DISC STAMPED "L-523RS" AT INTERSECTION OF3RD & TIPPICANOEELEV = 1068.52DATUM:NAVD88 PREPARED BY:WARE MALCOMB3391 SORRENTO VALLEY BLVD. SUITE 120SAN DIEGO, CA 92121SAMUEL BELLOMIOR.C.E. NO. 90818EXP. DATE: 12/31/2023 BMP PLAN FORC6.0
WARE MALCOMB assumes no responsibility for utility locations.The utilities shown on this drawing have been plotted from thebest available information. It is, however, the contractorsresponsibility to field verify the location of all utilities priorto the commencement of any construction.0SCALE: 1" = 10204020' FEATURES TO MINIMIZE IMPERVIOUSNESS:PAVEMENT WIDTHS ARE KEPT TO MINIMUM DESIGN STANDARDSRUNOFF IS TREATED BY BIOFILTRATION AND BY PROPRIETARY BIOFILTRATION DMA SUMMARY TABLEDMA IDAREA(ACRES)AREA (SF)IMPERVIOUSAREA (SF)PERVIOUSLANDSCAPEAREA (SF)IMPERVIOUSPERCENTAGE (%)METHOD OF TREATMENTBMP IDDRAINSTOSOILTYPEBASIN AREAPROVIDED(SF)MWSTREATMENTVOLUMEPROVIDED(CF)UNDERGROUNDVAULT ID VAULT VOLUMEPROVIDED (CF) 1A0.56924,77317,6607,11371.3%BIOFILTRATIONBMP-1POC-1B1,486--- 1B0.28212,2777,6504,62762.3%BIOFILTRATIONBMP-2POC-1B621--- 1C1.69673,86953,97219,89773.1%MODULAR WETLAND (MWS)AND UNDERGROUND VAULTBMP-3POC-1B-6,875HMP 19,563 TOTAL2.546110,91979,28231,63771.5%

LEGENDIMPERVIOUSROOFLANDSCAPEBIO BASINDMA BOUNDARYFLOW PATH PROJECT SITE INFOUNDERLYING HYDROLOGIC SOIL GROUP: BEXISTING NATURAL HYDROLOGIC FEATURES: NONECRITICAL COURSE SEDIMENT AREAS TO BE PROTECTED: NONEAPPROXIMATE DEPTH TO GROUNDWATER: 20 FT± SDSD
HARDT ST.

BMP-4BMP-6
BMP 5BMP-7
(1052)
(1051)
(1050)
(1049)
(1052)(1051)
(1052)
(1052)
(1050)
(1051)
2A0.284AC.2C0.286AC.
2B0.428AC.2D0.242AC.

DA 2
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 AS A M U E L M I C H A E L B E L L O M I O No. 90818DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERINGCITY OF SAN BERNARDINOFORFROMHARDT & BRIER BUSINESS PARKGRADING PLANHARDT STREET TO BRIER DRIVE24XXXX ENGINEER'SENGINEER'SSEALINFORMATION C I V I L E N G I N E E R I N G suite 1203391 sorrento valley blvd.san diego, ca 92121p 858.638.7277waremalcomb.comCONTROL POINT NO. L-523RS, 3" BRASS DISC STAMPED "L-523RS" AT INTERSECTION OF3RD & TIPPICANOEELEV = 1068.52DATUM:NAVD88 PREPARED BY:WARE MALCOMB3391 SORRENTO VALLEY BLVD. SUITE 120SAN DIEGO, CA 92121SAMUEL BELLOMIOR.C.E. NO. 90818EXP. DATE: 12/31/2023 BMP PLAN FORC6.1
DMA SUMMARY TABLEDMA IDAREA(ACRES)AREA (SF)IMPERVIOUSAREA (SF)PERVIOUSLANDSCAPEAREA (SF)PERVIOUSPAVEMENTAREA (SF)IMPERVIOUSPERCENTAGE (%)METHOD OF TREATMENTBMP IDDRAINSTOSOILTYPEBASIN AREAPROVIDED(SF)PERMEABLEAREA PROVIDED(SF) 2A0.28412,3738,7903,583-71.0%BIOFILTRATION W/PARTIAL RETENTIONBMP-4POC-2B395- 2B0.42818,65211,9753,5423,13564.2%PERMEABLE PAVEMENTBMP-5POC-2B-3,135 2C0.28612,4698,6933,776-69.7%BIOFILTRATION W/PARTIAL RETENTIONBMP-6POC-2B281- 2D0.24210,5476,0092,4662,07257.0%PERMEABLE PAVEMENTBMP-7POC-2B-2,072 TOTAL1.24154,04135,46713,36765.6%

LEGENDIMPERVIOUSROOFLANDSCAPEPERMEABLE CONCRETEBIO BASINDMA BOUNDARYFLOW PATH 0SCALE: 1" = 10204020'
FEATURES TO MINIMIZE IMPERVIOUSNESS:PAVEMENT WIDTHS ARE KEPT TO MINIMUM DESIGN STANDARDSRUNOFF IS TREATED BY BIOFILTRATION WITH PARTIAL RETENTION PROJECT SITE INFOUNDERLYING HYDROLOGIC SOIL GROUP: BEXISTING NATURAL HYDROLOGIC FEATURES: NONECRITICAL COURSE SEDIMENT AREAS TO BE PROTECTED: NONEAPPROXIMATE DEPTH TO GROUNDWATER: 20 FT± SDMWS8-16
BMP-8
HMP-2
BRIER ST.
(1051)
(1052)
(1053)
(1052)
(1054)
(1053)
(1055)
(1051)
(1050) (1052)
3A1.123AC.3B0.979AC.

DA 3
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 AS A M U E L M I C H A E L B E L L O M I O No. 90818DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERINGCITY OF SAN BERNARDINOFORFROMHARDT & BRIER BUSINESS PARKGRADING PLANHARDT STREET TO BRIER DRIVE24XXXX ENGINEER'SENGINEER'SSEALINFORMATION C I V I L E N G I N E E R I N G suite 1203391 sorrento valley blvd.san diego, ca 92121p 858.638.7277waremalcomb.comCONTROL POINT NO. L-523RS, 3" BRASS DISC STAMPED "L-523RS" AT INTERSECTION OF3RD & TIPPICANOEELEV = 1068.52DATUM:NAVD88 PREPARED BY:WARE MALCOMB3391 SORRENTO VALLEY BLVD. SUITE 120SAN DIEGO, CA 92121SAMUEL BELLOMIOR.C.E. NO. 90818EXP. DATE: 12/31/2023 BMP PLAN FORC6.2
WARE MALCOMB assumes no responsibility for utility locations.The utilities shown on this drawing have been plotted from thebest available information. It is, however, the contractorsresponsibility to field verify the location of all utilities priorto the commencement of any construction.0SCALE: 1" = 10204020' DMA SUMMARY TABLEDMA IDAREA(ACRES)AREA (SF)IMPERVIOUSAREAS (SF)PERVIOUSLANDSCAPEAREA (SF)IMPERVIOUSPERCENTAGE (%)METHOD OF TREATMENTBMP IDDRAINSTOSOILTYPEMWSTREATMENTVOLUMEPROVIDE (CF)UNDERGROUNDVAULT IDVAULT VOLUMEPROVIDED (CF) 3A1.12348,92136,60412,31774.8%MODULAR WETLAND (MWS)AND UNDERGROUND VAULTBMP-8POC-3B8,859HMP-213,388 3B0.97942,63832,14110,49775.4% TOTAL2.10291,55968,74522,81475%

LEGENDIMPERVIOUSROOFLANDSCAPEBIO BASINDMA BOUNDARYFLOW PATH FEATURES TO MINIMIZE IMPERVIOUSNESS:PAVEMENT WIDTHS ARE KEPT TO MINIMUM DESIGN STANDARDSRUNOFF IS TREATED BY BIOFILTRATION AND BY PROPRIETARY BIOFILTRATION PROJECT SITE INFOUNDERLYING HYDROLOGIC SOIL GROUP: BEXISTING NATURAL HYDROLOGIC FEATURES: NONECRITICAL COURSE SEDIMENT AREAS TO BE PROTECTED: NONEAPPROXIMATE DEPTH TO GROUNDWATER: 20 FT± 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 AS A M U E L M I C H A E L B E L L O M I O No. 90818DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERINGCITY OF SAN BERNARDINOFORFROMHARDT & BRIER BUSINESS PARKGRADING PLANHARDT STREET TO BRIER DRIVE24XXXX ENGINEER'SENGINEER'SSEALINFORMATION C I V I L E N G I N E E R I N G suite 1203391 sorrento valley blvd.san diego, ca 92121p 858.638.7277waremalcomb.comCONTROL POINT NO. L-523RS, 3" BRASS DISC STAMPED "L-523RS" AT INTERSECTION OF3RD & TIPPICANOEELEV = 1068.52DATUM:NAVD88 PREPARED BY:WARE MALCOMB3391 SORRENTO VALLEY BLVD. SUITE 120SAN DIEGO, CA 92121SAMUEL BELLOMIOR.C.E. NO. 90818EXP. DATE: 12/31/2023 BMP DETAILS FORC6.3
WARE MALCOMB assumes no responsibility for utility locations.The utilities shown on this drawing have been plotted from thebest available information. It is, however, the contractorsresponsibility to field verify the location of all utilities priorto the commencement of any construction.0SCALE: 1" = 20408040' BIOFILTRATION BASIN W/ PARTIAL RETENTION DETAIL -BMP-4 & BMP-6 SCALE: N.T.S.4 BIOFILTER BASIN DETAIL - BMP-1 & BMP-2SCALE: N.T.S.1 SCH 40 PVC MALEADAPTER(MiTPxSoC)SCH 40 PVCTHREADED END CAP(FPT)MIN.3" AASHTONO. 57 STONE6" PVCSUBDRAIN

CATCH BASINPER PLAN
DRILL ORIFICE HOLE ATFLOWLINE OF END CAP(SIZE PER BIO-BASIN DETAIL1 ON THIS SHEET)AASHTONO. 57 STONEUNDERDRAIN ORIFICE DETAILSCALE: N.T.S.2 CATCH BASIN DETAILSCALE: N.T.S.3

COMPACTED SOIL
18" THICK LAYEROF MEDIA WITHMIN. 5 IN/HRFILTRATION RATE CLEAN OUT*TOP OFWQ BASIN
6" DIAMETER PERFORATEDUNDER DRAIN3" MIN GRAVEL BELOWPERFORATED PIPE

FG ELEVPER PLAN
*OVERFLOW STRUCTUREAND MAINTENANCEACCESS
6" THICK CHOKERSTONE LAYER

APRON FORENERGY DISSIPATER

CLEAN OUT*TOP OFWQ BASIN
6" DIAMETER PERFORATEDUNDER DRAIN3" MIN GRAVEL BELOWPERFORATED PIPE

FG ELEVPER PLAN
*OVERFLOW STRUCTUREAND MAINTENANCEACCESS

APRON FORENERGY DISSIPATER

BOTTOM OF BASIN
41MAX*FREEBOARD
IMPERMEABLE LINER(20-30 MIL POND LINER)*FINAL SIZING OF LINER PER SOILENGINEERS RECOMMENDATIONS LINING EDGEANCHOR3" WELL-AGED SHREDDEDHARDWOOD MULCH
UNDERDRAIN ORIFICEBMP-4 ORIFICE:BMP-6 ORIFICE:BMP-9 ORIFICE:BMP-11 ORIFICE:
6" PONDINGDEPTH
12" THICK OPENGRADED, STORAGELAYER
18" THICK LAYEROF MEDIA WITHMIN. 5 IN/HRFILTRATION RATE6" THICK CHOKERSTONE LAYER12" THICK OPENGRADED, STORAGELAYER

PROVIDE DETACHABLE GRATEDCAP FOR MAINTENANCE ANDWIRE MESH/TRASH RACK TOPROTECT WEIR AND ORIFICEFROM CLOGGINGWEIR ABOVE THE PONDBASE SIZE PER PLANFG PERPLAN PONDING DEPTHPER BMP DETAILSMEDIA LAYERSEE BMP DETAILSGRAVEL LAYERSEE BMP DETAILS 6" PONDINGDEPTH
(1051)
(1051)
(1052)
(1052)
(1052)
(1053)
(1050)(1050)
(1050)
(1049)
(1051)
(1051)
(1052)
(1052)
1050
1051
1051
1051
1052
1052
1052
10531053
1051
1050
10501049
10491049
105010501050
1050
1050
10501050
104810481049
1049
10511051
10511051
1051
BUILDING AFF=1051.00BUILDING BFF=1051.80
HARDT ST.

TT
SS
SD SD
MWS8-16
WM-4, WM-5, WM-6, WM-8, WM-9, NS-(8-10)
SE-6
WM-1
TC-1
SE-10
SE-10
SE-10
SE-1
SE-7
SE-1
SE-10SE-7
SE-1
SE-7
SE-1
SE-10
SE-6
SE-6 SE-6
SE-6
SE-6
SE-6SE-6
SE-6SE-6
SE-6
SE-6SE-6SE-6
SE-6
SE-6
SE-6SE-6
SE-6
SE-6
SE-6SE-10

PROPERTY LINE

PROPERTY LINE
ROW ROWR 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 AS A M U E L M I C H A E L B E L L O M I O No. 90818DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERINGCITY OF SAN BERNARDINOFORFROMHARDT & BRIER BUSINESS PARKGRADING PLANHARDT STREET TO BRIER DRIVE24XXXX ENGINEER'SENGINEER'SSEALINFORMATION C I V I L E N G I N E E R I N G suite 1203391 sorrento valley blvd.san diego, ca 92121p 858.638.7277waremalcomb.comCONTROL POINT NO. L-523RS, 3" BRASS DISC STAMPED "L-523RS" AT INTERSECTION OF3RD & TIPPICANOEELEV = 1068.52DATUM:NAVD88 PREPARED BY:WARE MALCOMB3391 SORRENTO VALLEY BLVD. SUITE 120SAN DIEGO, CA 92121SAMUEL BELLOMIOR.C.E. NO. 90818EXP. DATE: 12/31/2023 EROSION CONTROL PLAN FORC7.0
WARE MALCOMB assumes no responsibility for utility locations.The utilities shown on this drawing have been plotted from thebest available information. It is, however, the contractorsresponsibility to field verify the location of all utilities priorto the commencement of any construction. 0SCALE: 1" = 10204020'
BMPTITLESYMBOLQUANTITYEC-1SCHEDULINGEC-3BONDED FIBER MATRIXSE-1SILT FENCE848 LF SE-6GRAVEL BAG BERM304 LF SE-7STREET SWEEPING AND VACUUMINGSE-10STORM DRAIN INLET PROTECTION5 EA TC-1STABILIZED CONSTRUCTION ENTRANCE/EXIT1000 SF WE-1 WIND EROSION CONTROLNS-(8-10)EQUIPMENT FUELING, CLEANING AND MAINTENANCEWM-1MATERIAL DELIVERY & STORAGEWM-2MATERIAL USEWM-3STOCKPILE AREAWM-4SPILL PREVENTION AND CONTROLWM-5SOLID WASTE MANAGEMENTWM-6HAZARDOUS WASTE MANAGEMENTWM-8CONCRETE WASTE MANAGEMENTWM-9SANITARY/SEPTIC WASTE MANAGEMENTPERMANENT BMP/BIOFILTRATION BASIN/MWS CONSTRUCTION BMP LEGENDEROSION CONTROL NOTES1.CONTRACTOR TO INSPECT AND MAINTAIN EROSIONCONTROL MEASURES THROUGHOUT THE COURSEOF CONSTRUCTION, INCLUDING INSTALLING,REPAIRING, REPLACING, RELOCATING, ANDMODIFYING AS NECESSARY FOR CONSTRUCTIONAND TO ENSURE THE SITE IS IN COMPLIANCE WITHSTATE AND LOCAL REQUIREMENTS.2.ADDITIONAL EROSION CONTROL MEASURES NOTSHOWN ON THIS PLAN MAY BE NECESSARY TOPREVENT EROSION AND SEDIMENTATION.3.AREAS THAT ARE TO REMAIN IN A DISTURBEDCONDITION FOR AN EXTENDED PERIOD SHALL BETEMPORARILY SEEDED IN ACCORDANCE WITH STATEAND LOCAL CRITERIA.4.REFER TO THE APPROVED LANDSCAPE PLAN FORFINAL STABILIZATION INFORMATION. AREAS NOTSTABILIZED BY PAVEMENT, BUILDING FOOTPRINT,PERMANENT LANDSCAPING, OR OTHER PERMANENTSTABILIZATION SHALL BE PERMANENTLY SEEDEDPER STATE AND LOCAL REQUIREMENTS.5.ALL INLETS WITHIN 100' OF SITE WILL BE PROTECTED SEE SHEET C7.1
KEY MAP N.T.S.

BRIER DR.

HARDT ST.
(1051)
(1051)
(1051)
(1052)(1052)
(1052)
(1052)(1052)
(1053)
(1054)
10501055
10511051
1051105210531054
1051
1051
1051
10521052 105110511051
1051
1052
1054
1053
HARDT ST.

BUILDING CFF = 1051.50
SS
SDSD
T
WM-4, WM-5, WM-6, WM-8, WM-9, NS-(8-10)
WM-1
TC-1
SE-7SE-10
SE-6
SE-1
SE-1
SE-7
SE-6 SE-6 SE-6
SE-6
SE-6
SE-6 SE-10
SE-10

PROPERTY LINEPROPERTY LINE

PROPERTY LINE
ROW
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 AS A M U E L M I C H A E L B E L L O M I O No. 90818DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERINGCITY OF SAN BERNARDINOFORFROMHARDT & BRIER BUSINESS PARKGRADING PLANHARDT STREET TO BRIER DRIVE24XXXX ENGINEER'SENGINEER'SSEALINFORMATION C I V I L E N G I N E E R I N G suite 1203391 sorrento valley blvd.san diego, ca 92121p 858.638.7277waremalcomb.comCONTROL POINT NO. L-523RS, 3" BRASS DISC STAMPED "L-523RS" AT INTERSECTION OF3RD & TIPPICANOEELEV = 1068.52DATUM:NAVD88 PREPARED BY:WARE MALCOMB3391 SORRENTO VALLEY BLVD. SUITE 120SAN DIEGO, CA 92121SAMUEL BELLOMIOR.C.E. NO. 90818EXP. DATE: 12/31/2023 EROSION CONTROL PLAN FORC7.1
WARE MALCOMB assumes no responsibility for utility locations.The utilities shown on this drawing have been plotted from thebest available information. It is, however, the contractorsresponsibility to field verify the location of all utilities priorto the commencement of any construction.0SCALE: 1" = 10204020' BMPTITLESYMBOLQUANTITYEC-1SCHEDULINGEC-3BONDED FIBER MATRIXSE-1SILT FENCE517 LF SE-6GRAVEL BAG BERM203 LF SE-7STREET SWEEPING AND VACUUMINGSE-10STORM DRAIN INLET PROTECTION1 EA TC-1STABILIZED CONSTRUCTION ENTRANCE/EXIT1000 SF WE-1 WIND EROSION CONTROLNS-3PAVING, SEALING, SAWCUTTING & GRINDING OPERATIONSNS-(8-10)EQUIPMENT FUELING, CLEANING AND MAINTENANCEWM-1MATERIAL DELIVERY & STORAGEWM-2MATERIAL USEWM-3STOCKPILE AREAWM-4SPILL PREVENTION AND CONTROLWM-5SOLID WASTE MANAGEMENTWM-6HAZARDOUS WASTE MANAGEMENTWM-8CONCRETE WASTE MANAGEMENTWM-9SANITARY/SEPTIC WASTE MANAGEMENTPERMANENT INFILTRATION BASIN

CONSTRUCTION BMP LEGEND
EROSION CONTROL NOTES1.CONTRACTOR TO INSPECT AND MAINTAIN EROSIONCONTROL MEASURES THROUGHOUT THE COURSEOF CONSTRUCTION, INCLUDING INSTALLING,REPAIRING, REPLACING, RELOCATING, ANDMODIFYING AS NECESSARY FOR CONSTRUCTIONAND TO ENSURE THE SITE IS IN COMPLIANCE WITHSTATE AND LOCAL REQUIREMENTS.2.ADDITIONAL EROSION CONTROL MEASURES NOTSHOWN ON THIS PLAN MAY BE NECESSARY TOPREVENT EROSION AND SEDIMENTATION.3.AREAS THAT ARE TO REMAIN IN A DISTURBEDCONDITION FOR AN EXTENDED PERIOD SHALL BETEMPORARILY SEEDED IN ACCORDANCE WITH STATEAND LOCAL CRITERIA.4.REFER TO THE APPROVED LANDSCAPE PLAN FORFINAL STABILIZATION INFORMATION. AREAS NOTSTABILIZED BY PAVEMENT, BUILDING FOOTPRINT,PERMANENT LANDSCAPING, OR OTHER PERMANENTSTABILIZATION SHALL BE PERMANENTLY SEEDEDPER STATE AND LOCAL REQUIREMENTS.5.ALL INLETS WITHIN 100' OF SITE WILL BE PROTECTED KEY MAP N.T.S.BRIER DR.

HARDT ST.

SEE SHEET C7.0
SEE SHEET C7.2
(1055)
(1052)
(1053) (1054)(1054)
(1052)
(1053)
105110521053
10521053
1053
1053
1053
10531054
1053
1053
10531053
105210521052
1053
105110521053
BUILDING D1FF: 1053.10
T
SS
SDMWS8-16
T
SS
TC-1
SE-10
WM-4, WM-5, WM-6, WM-8, WM-9, NS-(8-10)
WM-1
SE-7
SE-1
SE-1SE-7SE-10 SE-6
SE-10
SE-6
SE-6
SE-10
BUILDING D2FF: 1053.40
BRIER ST.

PROPERTY LINE

PROPERTY LINE
ROWR 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 AS A M U E L M I C H A E L B E L L O M I O No. 90818DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERINGCITY OF SAN BERNARDINOFORFROMHARDT & BRIER BUSINESS PARKGRADING PLANHARDT STREET TO BRIER DRIVE24XXXX ENGINEER'SENGINEER'SSEALINFORMATION C I V I L E N G I N E E R I N G suite 1203391 sorrento valley blvd.san diego, ca 92121p 858.638.7277waremalcomb.comCONTROL POINT NO. L-523RS, 3" BRASS DISC STAMPED "L-523RS" AT INTERSECTION OF3RD & TIPPICANOEELEV = 1068.52DATUM:NAVD88 PREPARED BY:WARE MALCOMB3391 SORRENTO VALLEY BLVD. SUITE 120SAN DIEGO, CA 92121SAMUEL BELLOMIOR.C.E. NO. 90818EXP. DATE: 12/31/2023 EROSION CONTROL PLAN FORC7.2
WARE MALCOMB assumes no responsibility for utility locations.The utilities shown on this drawing have been plotted from thebest available information. It is, however, the contractorsresponsibility to field verify the location of all utilities priorto the commencement of any construction.0SCALE: 1" = 10204020' BMPTITLESYMBOLQUANTITYEC-1SCHEDULINGEC-3BONDED FIBER MATRIXSE-1SILT FENCE450 LF SE-6GRAVEL BAG BERM158 LF SE-7STREET SWEEPING AND VACUUMINGSE-10STORM DRAIN INLET PROTECTION1 EA TC-1STABILIZED CONSTRUCTION ENTRANCE/EXIT1000 SF WE-1 WIND EROSION CONTROLNS-3PAVING, SEALING, SAWCUTTING & GRINDING OPERATIONSNS-(8-10)EQUIPMENT FUELING, CLEANING AND MAINTENANCEWM-1MATERIAL DELIVERY & STORAGEWM-2MATERIAL USEWM-3STOCKPILE AREAWM-4SPILL PREVENTION AND CONTROLWM-5SOLID WASTE MANAGEMENTWM-6HAZARDOUS WASTE MANAGEMENTWM-8CONCRETE WASTE MANAGEMENTWM-9SANITARY/SEPTIC WASTE MANAGEMENT

HARDT ST.

SEE SHEET C7.1
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 AS A M U E L M I C H A E L B E L L O M I O No. 90818DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERINGCITY OF SAN BERNARDINOFORFROMHARDT & BRIER BUSINESS PARKGRADING PLANHARDT STREET TO BRIER DRIVE24XXXX ENGINEER'SENGINEER'SSEALINFORMATION C I V I L E N G I N E E R I N G suite 1203391 sorrento valley blvd.san diego, ca 92121p 858.638.7277waremalcomb.comCONTROL POINT NO. L-523RS, 3" BRASS DISC STAMPED "L-523RS" AT INTERSECTION OF3RD & TIPPICANOEELEV = 1068.52DATUM:NAVD88 PREPARED BY:WARE MALCOMB3391 SORRENTO VALLEY BLVD. SUITE 120SAN DIEGO, CA 92121SAMUEL BELLOMIOR.C.E. NO. 90818EXP. DATE: 12/31/2023 EROSION CONTROL DETAILS FORC7.3
WARE MALCOMB assumes no responsibility for utility locations.The utilities shown on this drawing have been plotted from thebest available information. It is, however, the contractorsresponsibility to field verify the location of all utilities priorto the commencement of any construction.0SCALE: 1" = 20408040'

HARD SURFACEPUBLIC ROAD
VARIES 25' TO 40'
VARIES 20' TO 35'A SERIES OF STEELPLATES (3 OR MORE)WITHRUMBLE STRIPS OR MIN 4"COARSE AGGREGATESTABILIZED ENTRANCE/EXIT DETAILSCALE: N.T.S.TC-1 FLOWFLOW TRENCHING METHOD: FABRIC MATERIAL TO BEPLACED IN 6"x6" TRENCH WITH "L" SHAPEDDOGLEG BEFORE BACKFILLING ANDCOMPACTING THE SOIL A.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS W/ WIRE TIES OR STAPLES.B.FABRIC FASTENED SECURELY TO FENCE W/ TIES SPACED AT 24" AT TOP AND MID SECTION.C.OVERLAP FABRIC BY 6 INCHES.D.LOCATE POSTS DOWN SLOPE OF FABRIC FOR SUPPORT.E.MAINTENANCE SHALL BE PERFORMED AFTER EACH RAINFALL AND AS NEEDED. SEDIMENT TO BEREMOVED WHEN "BULGES" DEVELOP. 48" MIN. FENCE POSTS, DRIVEN MINIMUM 24"INTO GROUND. INSTALL POST BEFORECOMPACTING BACKFILL IF TRENCHINGMETHOD IS USED. POST INSTALLED AFTERCOMPACTION WHEN SLICING METHOD IS USED. 8'-0" MAX
2' MIN.FABRICABOVEGRADE
2'-0" MIN HEIGHT OF FABRIC ABOVEGRADE FASTENED TO POST ANDWIRE TYPICAL OF EACH METHOD8" MIN DEPTH OF FABRIC BELOWGRADE WHEN SLICING METHOD ISUSED.SLICINGMETHOD TRENCHINGMETHODBURYPOST2' MIN. POSTS:STEEL EITHER "T" OR "U" TYPE OR 4" HARDWOODFENCE:WOVEN WIRE, 14 1/2 GA. 6" MAX. MESH OPENINGFILTER CLOTH:FILTER X, MIRAFI 100X, OR APPROVED EQUALPREFAB UNIT:GEOFAB, ENVIROFENCE, OR APPROVED EQUALNOTES

SPECIFICATIONS
SILT FENCE PER CASQA STD. SC-1SCALE: N.T.S.SC-1

GRAVEL FILLED SANDBAGSARE STACKED TIGHTLYSPLITWAY

PLAN VIEW

SPILLWAY

CATCH BASINSECTION A-AA A

SIDEWALKCURBINLETPONDINGHEIGHT

CATCHBASINBACK OFCURB BACK OFSIDEWALK
CURB INLET/CATCH BASIN SEDIMENT BARRIERSCALE: N.T.S.

NOTES:1.PLACE CURB TYPE SEDIMENT BARRIERS ONGENTLY SLOPING STREET SEGMENTSWHERE WATER CAN POND AND ALLOWSEDIMENT TO SEPARATE FROM RUNOFF.2.SANDBAGS, OF EITHER BURLAP OR WOVENGEOTEXTILE FABRIC, ARE FILLED WITHGRAVEL, LAYERED AND PACKED TIGHTLY.3.LEAVE ONE SANDBAG GAP IN THE TOP ROWTO PROVIDE A SPILLWAY FOR OVERFLOW.4.INSPECT BARRIERS AND REMOVESEDIMENT AFTER EACH STORM EVENT.SEDIMENT AND GRAVEL MUST BEREMOVED FROM THE TRAVELED WAYIMMEDIATELY.SE-10 MATERIAL STORAGEDIRT AND OTHER CONSTRUCTION RELATED MATERIALS PLACED IN THE STREET OR ON OTHERIMPERVIOUS SURFACES MUST BE CONTAINED WITH SANDBAGS OR OTHER MEASURES TO PREVENTTRANSPORT TO THE STORMDRAIN SYSTEM.ANY CONSTRUCTION MATERIAL STORED OR STOCKPILED ON-SITE SHALL BE PROTECTED FROM BEINGTRANSPORTED BY THE FORCE OF WIND OR WATER.

SANDBAGS/GRAVEL BAGSPLACE TIGHTLY TOGETHERALL AROUND MATERIAL

STOCKPILED MATERIAL
MATERIAL STORAGESCALE: N.T.S.WM-1

1.LEAKING VEHICLES AND EQUIPMENT SHALL NOT BE ALLOWED ON-SITE. EQUIPMENT AND VEHICLES SHALL BE INSPECTEDFREQUENTLY FOR LEAKS AND SHALL BE REPAIRED IMMEDIATELY. CLEAN UP SPILLS AND LEAKS PROMPTLY WITH ABSORBENT; DONOT FLUSH WITH WATER.2.VEHICLES AND EQUIPMENT SHALL BE MAINTAINED AND REPAIRED ON-SITE ONLY IN DESIGNATED AREAS. PREVENT RUN-ON ANDRUN-OFF FROM DESIGNATED AREAS.CONTAINMENT DEVICES SHALL BE PROVIDED AND AREAS SHALL BE COVERED IF NECESSARY.3.DESIGNATE ON-SITE VEHICLE AND EQUIPMENT MAINTENANCE AREAS, WAY FROM STORM DRAIN INLETS AND WATERCOURSES.4.ALWAYS USE SECONDARY CONTAINMENT, SUCH AS A DRAIN PAN OR DROP CLOTH, TO CATCH SPILLS AND LEAKS WHEN REMOVINGOR CHANGING FLUIDS.5.LEGALLY DISPOSE OF USED OILS, FLUIDS, AND LUBRICANTS.6.PROVIDE SPILL CONTAINMENT DIKES OR SECONDARY CONTAINMENT AROUND STORED OIL, FUEL, AND CHEMICAL DRUMS.7.MAINTAIN ON ADEQUATE SUPPLY OF ABSORBENT SPILL CLEANUP MATERIALS IN DESIGNATED AREA.

NOTES:

ABSORBENTCLEANUPMATERIALCONTAINMENT AREA
EQUIPMENT REPAIR & MAINTENANCESCALE: N.T.S.NS-(8-10)
BERMED CONTAINMENTAREA EXCESS AND WASTE CONCRETE SHALL NOT BE WASHED INTO STREET OR A DRAINAGE SYSTEMFOR WASHOUT OF CONCRETE AND MORTAR PRODUCTS, A DESIGNATED CONTAINMENT FACILITY OFSUFFICIENT CAPACITY TO RETAIN LIQUID AND SOLID WASTE SHALL PROVIDED ON SITE.SLURRY FROM CONCRETE AND ASPHALT SAW CUTTING SHALL BE VACUUMED OR CONTAINED, DRIED,PICKED UP AND DISPOSED OF PROPERTY.

NOTES:

CONCRETEWASHOUTAREA

1.3.2. CONCRETE WASTE MANAGEMENTSCALE: N.T.S.WM-8

TWO BAG HIGH
9"±18"±GRAVEL ORSANDBAGS8" TO 12" MIN. AT P.L. NEXTTO THE SIDEWALK TYPICAL GRAVEL BAGGING DETAILSSCALE: N.T.S.SE-6
EROSION CONTROL NOTES:1. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL ALLEROSION CONTROL FACILITIES AS SHOWN ON THE APPROVEDEROSION CONTROL PLAN OR AS DIRECTED BY THE CITY ENGINEERAT THE END OF EACH WORKING DAY:2. THE CONTACT PERSON RESPONSIBLE FOR EROSION CONTROLIS THE OWNER INDICATED HERE: __________________________.24 HOUR CONTACT TELEPHONE NUMBER:_____________________________.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANEMERGENCY WORK CREW AT ALL TIMES. THE CONTRACTORSHALL STOCKPILE THE NECESSARY EROSION CONTROLMATERIALS ON SITE TO FACILITATE RAPID INSTALLATION OFEROSION CONTROL FACILITIES.4. THE CONTRACTOR SHALL CONSTRUCT DE-SILTING FACILITIESAS NECESSARY FOR THE DURATION OF THE PROJECT.5. THE CONTRACTOR SHALL TAKE MEASURES TO PREVENTRUNOFF OVER THE TOP SLOPES.6. AFTER RAINSTORM:A. THE CONTRACTOR SHALL REMOVE ALL SILT, STANDINGWATER, AND DEBRIS FROM EROSION CONTROL FACILITIES;B. THE CONTRACTOR SHALL BE RESPONSIBLE TO PREVENTPUBLIC ACCESS INTO AREAS WHERE STANDING WATER POSES A POTENTIAL HAZARD.7. IN HIGH WIND AREA THE CONTRACTOR SHALL WATERSPRAY-GRADED AREAS ON A DAILY BASIS TO CONTROL DUSTDURING WINDY PERIODS. WHEN NECESSARY, THE CONTRACTORSHALL TAKE MEASURES TO CONTROL DUST OR WIND BLOWNDEBRIS BY INSTALLING DEBRIS FENCES, ADDITIONAL TRASHENCLOSURE, CHEMICAL TREATMENT, GEO-MATS, ETC. THECONTRACTOR SHALL IMPLEMENT LONG-TERM WIND EROSIONCONTROL MEASURES FOR ANY AREA THAT IS NOT IMPROVED IN ATIMELY MANNER FOLLOWING GRADING. LONG-TERM WINDEROSION CONTROL MEASURES INCLUDE BUT NOT LIMITED TO:PERIMETER WALLS, WIND BARRIERS, SOILS DUST PALLIATIVES,SOIL MATS, HYDRO-SEEDING AND IRRIGATION SYSTEM.8. THE CITY ENGINEER RESERVES THE RIGHT TO REQUIREALTERNATIVE OR ADDITIONAL EROSION CONTROL FACILITIES, ASHE DEEMSNECESSARY.

Mayor and City CouncilJuly 3, 2024

Mayor and City Council
July 3, 2024