Attachment - Exhibit C — San Jose City Council, August 12, 2025

SWENSON
Scale:Date:Job #:

Sheet
Drawn by:

Consultant:

Agency Approval:

PLANNING FILE: PD25-008

TITLE SHEET
PD-0.1
PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025
1655 BERRYESSA RD / TBD, SAN JOSE, CA
95131
BERRYESSA FAMILY APTS.
06/03/25IL, EY, YM25-9230

VICINITY MAP PROJECT DESCRIPTION PROJECT DIRECTORY
THE PROPOSED PROJECT IS A 100% AFFORDABLE MULTI-FAMILY PODIUM BUILDING LOCATED IN SAN JOSE, COMPRISING 260 UNITS. THE SIX-STORY BUILDING WILL CONSIST OF 5 STORIES OF TYPE IIIA WOOD CONSTRUCTION OVER 1 LEVEL OF TYPE IA NON-COMBUSTIBLE CONSTRUCTION. IT FORMS A PART OF A MUCH LARGER MASTER PLANNED DEVELOPMENT PERMIT FOR THE LANDS OF FACCHINO. THIS MASTER PLAN'S PERMIT NUMBER IS PD21-009. THE BUILDING WILL EMPLOY A MODERNIST STYLE OF ARCHITECTURE TO COMPLEMENT THE ADJACENT MARKET RATE BUILDINGS IN ADDITION TO THE SIMILAR 4-6 STORY MULTIFAMILY BUILDINGS IN THE REGION. FINISH MATERIALS WILL VARY BETWEEN CEMENT PLASTER, FIBER CEMENT SIDING, SPLIT FACED CMU DESIGNS AND ALUMINUM COMPOSITE CLADDING. A COLOR & MATERIALS SHEET IS PROVIDED TO SHOWCASE THE RELATIONSHIPS BETWEEN ALL ELEMENTS OF THE BUILDING.

ALL RESIDENTIAL UNITS WILL BE LOCATED IN THE 5 STORIES OF TYPE IIIA CONSTRUCTION. RESIDENTIAL UNITS ON EACH FLOOR INCLUDE ONE, TWO, AND THREE-BEDROOM OPTIONS. THREE PODIUM COURTYARDS, ACCESSIBLE BY 4 STAIRS AND 2 ELEVATORS, WILL SERVE AS PRIVATE OUTDOOR RECREATION SPACE FOR TENANTS. RESIDENT PARKING, MAIL ROOM, FITNESS ROOM, COMPUTER ROOM, BIKE STORAGE, AND A MULTI-PURPOSE ROOM ARE PROVIDED ON THE GROUND FLOOR. THESE AMENITY SPACES ARE INTENDED FOR USE BY RESIDENTS OF THIS BUILDING.PERMIT WILL ALLOW FOR UPDATES TO THE ROADWAY NETWORK PREVIOUSLY APPROVED IN PD21-009 TO REFLECT THE ELIMINATION OF MERCADO WAY BETWEEN BERNARD DRIVE AND PERLO DRIVE, AS WELL AS THE RELOCATION OF THE EXISTING WETLAND INTO THE OPEN SPACE PARCEL.

PROJECT SITE OWNER/DEVELOPER
SWENSON 777 NORTH 1ST STREET, 5TH FLOORSAN JOSE, CALIFORNIA 95112CONTACT: MARK PILARCZYKPH: (408) [email protected] - ARCHITECTURAL777 NORTH 1ST STREET, 5TH FLOORSAN JOSE, CALIFORNIA 95112CONTACT: DAVID MEADSPH: (408) [email protected] ENGINEERS1570 OAKLAND ROADSAN JOSE, CA 95131CONTACT: RAFAEL HERNANDEZPH: (408) 487-2200 X [email protected] JOINT TRENCHGIACALONE DESIGN SERVICES, INC.5820 STONERIDGE MALL RD #345PLEASANTON, CA 94588CONTACT: BRETT FULLINGTONPH: (925) 467-1740 x. [email protected] GUZZARDO PARTNERSHIP, INC.PIER 9, THE EMBARCADERO, SUITE 115SAN FRANCISCO, CA 94111CONTACT: GARY LAYMONPH: (415) [email protected]: NICK SAMUELSONPH: (415) [email protected]

SHEET INDEX

BERRYESSA FAMILY APARTMENTS
1655 B ER R Y E S S A R O A D / T B D
S A N J O S E C A 9 5 1 3 1
100% AFFORDABLE UNITS
PLANNINGPD-0.1 TITLE SHEETPD-1.1 SITE PLAN & PROJECT INFORMATIONPD-1.2 EXISTING SITE CONTEXT PHOTOSPD-1.3 FIRE ACCESS - FIRST FLOOR PLANPD-1.4 FIRE ACCESS - SECOND FLOOR PLANPD-1.5 FIRE ACCESS SECTIONSPD-1.6 TRASH & RECYCLEPD-1.7 TRASH & RECYCLE ARCHITECTURALA-2.1 1ST FLOOR PLANA-2.2 2ND FLOOR PLANA-2.3 3RD & 5TH FLOOR PLANA-2.4 4TH FLOOR PLANA-2.6 6TH FLOOR PLANA-2.7 ROOF PLANA-2.8 UNIT PLANSA-2.9 UNIT PLANSA-3.1 EXTERIOR ELEVATIONSA-3.2 EXTERIOR ELEVATIONSA-3.3 EXTERIOR COURTYARD ELEVATIONSA-3.4 PERSPECTIVE VIEWSA-3.5 PERSPECTIVE VIEWSA-4.1 BUILDING SECTIONSA-5.1 COLOR & MATERIAL CIVILC1.0 EXISTING CONDITIONSC2.0 OVERALL SITE PLANC2.1 CROSS SECTIONSC3.0 OVERALL GRADING PLANC3.1 GRADING PLAN - BLOCK DC4.0 UTILITY PLAN C5.0 STORMWATER CONTROL PLANC5.1 STORMWATER CONTROL PLANC5.2 STORMWATER CONTROL PLANC6.0 FIRE ACCESS PLANLANDSCAPEL1.01 SCHEMATIC LANDSCAPE PLAN - LEVEL 1 L1.02 SCHEMATIC LANDSCAPE PLAN - LEVEL 2L2.00 PLANNING NOTES AND DETAILS L2.01 SCHEMATIC PLANTING PLAN - LEVEL 1L2.02 SCHEMATIC PLANTING PLAN - LEVEL 2 L3.01 SCHEMATIC HYDROZONE PLAN - LEVEL 1 AND 2L4.01 SCHEMATIC LIGHTING PLAN - LEVEL 1 AND 2L5.01 TREE REMOVAL PLAN L5.02 LANDSCAPE PLANL5.03 PLANT LEGEND AND NOTES
L5.04 CONCEPT IMAGERYL5.05 LANDSCAPE DETAILS
L5.06 HYDROZONE PLANL5.07 IRRIGATION DETAILS
L5.08 IRRIGATION DETAILSL5.09 ILLUSTRATIVE WETLAND SECTIONS # Description Date
P1 PLANNING REV. 1 06/11/25
P1
Exhibit C
UP
UP
UP UP
STOP
UP
DN
6" WILKINS 375
W
W
W
W
W
W
W
W
W
W
HB

BERNARD DRIVE

SHORE DRIVE

LANDS OF VTA

EXISTING RESIDENTIAL
MAINT. ELEV. CTRL
STAIR 2
ELECT 1
TRASH RM STAIR 1
STAIR 4
ELECT 4
BIKE
WATER
HEATER
661.99'
767.13'
2 0
3 .
9 4' 60.71
'

1.98'

1.51'

31.24'
0 15' 30' 60'
0 2"
1" = 30'-0"
N
EVAE

BUILDING SETBACK
180' - 1 1/2"

DRIVEWAY
22' - 0"
13' - 0"
METER RM 1
RAIL
SET
BACK
50'
-
0"

SETBACK
28' - 0"
EVAE 20' - 0"
2'
-
8"

MULTI-PURPOSE
ROOM

COMPUTER
RM

SIDEWALK C
10' - 0" L
CL

SIDEWALK
9' - 0"
30' - 0 1/2"
5' - 0"
132' - 2 1/8" 31' - 3 3/8"

SINGLE FAMILY RESIDENCES

FUTURE FACCHINO PARK

FUTURE MULTI-FAMILY MARKET RATE
LOBBY

LEASING FITNESS

SETBACK
11' - 7"

SETBACK
9' - 11 1/2"

BUILDING SETBACK
7' - 0 1/2"
193' - 11" 35' - 2 1/2" 77' - 4" 22' - 4 1/2"

SETBACK
23' - 0"
1 2
3 4
9 5
10 10
10 11
15 2
14 15 15
15 15
15 6
8 15
16 TYP.
17 13
13 13
13 13
13 18
18 PROPERTY LINE
SECURITY GATE, S.L.D.VEHICULAR ENTRY/GARAGE ENTRYSAND/OIL INTERCEPTORBACKFLOW PREVENTERMOTORCYCLE PARKINGPUBLIC BICYCLE PARKING RACK, S.L.D.FIRE HYDRANT, S.C.D.ELECTRICAL TRANSFORMER & PAD, S.C.D. EMERGENCY VEHICLE ACCESS EASEMENT, S.C.D.GAS METER, SEE CIVIL AND PLUMBING DWGS.PV BATTERIES & PV SWITCH GEARPROVIDE BROOM FINISH AT PARKING GARAGE FLOOR

SITE PLAN KEYNOTES
1 LANDSCAPE AREA

DIRECTIONAL ARROW FOR AUTOMOBILE TRAFFIC
23456789
1011121314151617
6" CONCRETE CURB
18 FIRE DEPARTMENT CONNECTION (FDC)

INTERNATIONAL ACCESSIBILITY SYMBOL LOCATED AT ACCESSIBLE STALLS

SWENSON
Scale:Date:Job #:

Sheet
Drawn by:

Consultant:

Agency Approval:

PLANNING FILE: PD25-008
As indicated

SITE PLAN & PROJECT INFORMATION
PD-1.1
PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025
1655 BERRYESSA RD / TBD, SAN JOSE, CA
95131
BERRYESSA FAMILY APTS.
06/03/25IL, EY, YM25-9230
1" = 30'-0" 1 SITE PLAN
# Description Date
P1 PLANNING REV. 1 06/11/25
P1
P1
P1
P1
Exhibit C

SWENSON
Scale:Date:Job #:

Sheet
Drawn by:

Consultant:

Agency Approval:

PLANNING FILE: PD25-008

EXISTING SITE CONTEXT PHOTOS
PD-1.2
PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025
1655 BERRYESSA RD / TBD, SAN JOSE, CA
95131
BERRYESSA FAMILY APTS.
06/03/25IL, EY, YM25-9230
1 VIEW FROM BERRYESSA ROAD2 VIEW FROM MERCADO WAY
3 VIEW FROM SHORE DRIVE4 VIEW FROM KREBS COURT5 VIEW FROM ASCHAUER

A AERIAL MAP WITH STREET VIEWS
# Description Date
STOP
UP
DN
6" WILKINS 375
W
W
W
W
W
W
W
W
W
W
UP
UP
UP UP
HB

BERNARD DRIVE

SHORE DRIVE

LANDS OF VTA

EXISTING RESIDENTIAL
0 15' 30' 60'0 2"
1" = 30'-0"
N
EVAE
EVAE 20' - 0"

ACCESS GATE

ACCESS GATE
1 PD-1.5
2 PD-1.5

SINGLE FAMILY RESIDENCES

FUTURE FACCHINO PARK

FUTURE MULTI-FAMILY MARKET RATE

1. THE EMERGENCY VEHICLE ACCESS (FIRE APPARATUS ACCESS) ROAD SHALL COMPLY WITH THE FOLLOWING:

A. APPROVED ALL WEATHER SURFACE
B. MINIMUM 20 FEET WIDEC. MINIMUM 13 FEET 6 INCH VERTICAL CLEARANCE D. DESIGNED AND MAINTAINED TO SUPPORT A LOAD OF AT LEAST 75,000 LBS.

E. MINIMUM INSIDE TURNING RADIUS OF 30 FEET AND AN OUTSIDE TURNING RADIUS OF 50 FEETF. APPROVED TURNAROUND PROVIDED IF DEAD ENDS EXCEED 150 FEETG. MAXIMUM GRADE OF 10%H. A SECOND POINT OF ACCESS IS REQUIRED WHEN A FIRE APPARATUS ROAD EXCEEDS 1,000 FEET I. CURBS ARE REQUIRED TO BE PAINTED RED AND MARKED AS "FIRE LANE - NO PARKING" UNDER THE FOLLOWING CONDITIONS:
• ROADS, STREETS, AVENUES AND THE LIKE THAT ARE 20 TO LESS THAN 26 FEET WIDE MEASURED FROM

FACE-OF-CURB TO FACE-OF-CURB SHALL HAVE CURBS ON BOTH SIDES OF THE ROAD PAINTED AND MARKED • ROADS, STREETS, AVENUES AND THE LIKE THAT ARE 26 TO LESS THAN 32 FEET WIDE MEASURED FROM

FACE-OF-CURB TO FACE-OF-CURB SHALL HAVE ONE CURB PAINTED AND MARKED

GENERAL NOTES

FIRE HYDRANTFIRE APPARATUS ACCESS ROAD
LEGEND

SWENSON
Scale:Date:Job #:

Sheet
Drawn by:

Consultant:

Agency Approval:

PLANNING FILE: PD25-008
As indicated

FIRE ACCESS - FIRST FLOOR PLAN
PD-1.3
PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025
1655 BERRYESSA RD / TBD, SAN JOSE, CA
95131
BERRYESSA FAMILY APTS.
06/03/25IL, EY, YM25-9230
1" = 30'-0" 1 SITE PLAN - FIRE ACCESS
# Description Date
P1 PLANNING REV. 1 06/11/25
P1
STOP
UP
DN
PLAN
1BPLAN
2A
PLAN
3B
PL
A
N4
A
PL
A
N
1 A
PL
A
N
2B
PL
A
N
4 A
PL
A
N
1B
PL
A
N
3B
PL
A
N
2 A
6" WILKINS 375
W
W
W
W
W
W
W
W
W
W
HB
UP
UP
DN UP
DN
UP DN
DN
1 PD-1.5
2 PD-1.5
0 15' 30' 60'0 2"
1" = 30'-0"
N
TERRACE 1
COURTYARD 2
TERRACE 3
EVAE

1. THE EMERGENCY VEHICLE ACCESS (FIRE APPARATUS ACCESS) ROAD SHALL COMPLY WITH THE FOLLOWING:

A. APPROVED ALL WEATHER SURFACE
B. MINIMUM 20 FEET WIDEC. MINIMUM 13 FEET 6 INCH VERTICAL CLEARANCE D. DESIGNED AND MAINTAINED TO SUPPORT A LOAD OF AT LEAST 75,000 LBS.

FACE-OF-CURB TO FACE-OF-CURB SHALL HAVE CURBS ON BOTH SIDES OF THE ROAD PAINTED AND MARKED • ROADS, STREETS, AVENUES AND THE LIKE THAT ARE 26 TO LESS THAN 32 FEET WIDE MEASURED FROM

FACE-OF-CURB TO FACE-OF-CURB SHALL HAVE ONE CURB PAINTED AND MARKED

GENERAL NOTES

FIRE HYDRANTFIRE APPARATUS ACCESS ROAD
LEGEND

SWENSON
Scale:Date:Job #:

Sheet
Drawn by:

Consultant:

Agency Approval:

PLANNING FILE: PD25-008
As indicated

FIRE ACCESS - SECOND FLOOR PLAN
PD-1.4
PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025
1655 BERRYESSA RD / TBD, SAN JOSE, CA
95131
BERRYESSA FAMILY APTS.
06/03/25IL, EY, YM25-9230
# Description Date
P1 PLANNING REV. 1 06/11/25
1" = 30'-0" 1 OVERALL FLOOR PLAN - LEVEL 2
P1
LEVEL 1
0"
LEVEL 2
15' - 0"
LEVEL 3
25' - 0"
LEVEL 4
35' - 0"
LEVEL 5
45' - 0"
LEVEL 6
55' - 0"
ROOF
66' - 4"
T.O. LOW PARAPET
70' - 0"

PROPERTY LINE

FIRE ACCESS LADDER

FIRE TRUCK
EVAE
2 1
°

PARKING
GARAGE
1025
UNIT C3-b
241
UNIT C3-a
341
UNIT C3-b
441
UNIT C3-a
541
UNIT C3-c
641
TERRACE 3
LEVEL 1
0"
LEVEL 2
15' - 0"
LEVEL 3
25' - 0"
LEVEL 4
35' - 0"
LEVEL 5
45' - 0"
LEVEL 6
55' - 0"
ROOF
66' - 4"
T.O. LOW PARAPET
PROPERTY LINE 70' - 0"

FIRE ACCESS LADDER

FIRE TRUCK
33°

PARKING
GARAGE
1025
UNIT B1-a
206
UNIT B1-a
306
UNIT B1-b
406
UNIT B1-a
506
UNIT B1-c
606
TERRACE 1
EVAE

1. THE EMERGENCY VEHICLE ACCESS (FIRE APPARATUS ACCESS) ROAD SHALL COMPLY WITH THE FOLLOWING:

A. APPROVED ALL WEATHER SURFACE
B. MINIMUM 20 FEET WIDEC. MINIMUM 13 FEET 6 INCH VERTICAL CLEARANCE D. DESIGNED AND MAINTAINED TO SUPPORT A LOAD OF AT LEAST 75,000 LBS.E. MINIMUM INSIDE TURNING RADIUS OF 30 FEET AND AN OUTSIDE TURNING RADIUS OF 50 FEETF. APPROVED TURNAROUND PROVIDED IF DEAD ENDS EXCEED 150 FEETG. MAXIMUM GRADE OF 10%H. A SECOND POINT OF ACCESS IS REQUIRED WHEN A FIRE APPARATUS ROAD EXCEEDS 1,000 FEET I. CURBS ARE REQUIRED TO BE PAINTED RED AND MARKED AS "FIRE LANE - NO PARKING" UNDER THE FOLLOWING CONDITIONS:
• ROADS, STREETS, AVENUES AND THE LIKE THAT ARE 20 TO LESS THAN 26 FEET WIDE MEASURED FROM

FACE-OF-CURB TO FACE-OF-CURB SHALL HAVE CURBS ON BOTH SIDES OF THE ROAD PAINTED AND MARKED • ROADS, STREETS, AVENUES AND THE LIKE THAT ARE 26 TO LESS THAN 32 FEET WIDE MEASURED FROM

FACE-OF-CURB TO FACE-OF-CURB SHALL HAVE ONE CURB PAINTED AND MARKED

GENERAL NOTES

FIRE HYDRANTFIRE APPARATUS ACCESS ROAD
LEGEND

SWENSON
Scale:Date:Job #:

Sheet
Drawn by:

Consultant:

Agency Approval:

PLANNING FILE: PD25-008
As indicated

FIRE ACCESS SECTIONS
PD-1.5
PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025
1655 BERRYESSA RD / TBD, SAN JOSE, CA
95131
BERRYESSA FAMILY APTS.
06/03/25IL, EY, YM25-9230
# Description Date
P1 PLANNING REV. 1 06/11/25
1/8" = 1'-0" 1 SECTION - FIRE ACCESS @ TERRACE 3 1/8" = 1'-0" 2 SECTION - FIRE ACCESS @ TERRACE 1 P1
STOP
HB
PATH OF TRAVEL FROM TRASH ROOM TO CURBSIDE COLLECTIONTRASH / RECYCLE 4 CUBIC YARD COLLECTION BINVERTICAL RESIDENTIAL TRASH ROUTE 0 10' 20' 40'0 2"
1" = 20'-0"
N

BERNARD DRIVE

SHORE DRIVE
6' - 0" TRASH RM
4' - 10"

LANDS OF VTA
EVAE

2.24 2.24 2.03

SWENSON
Scale:Date:Job #:

Sheet
Drawn by:

Consultant:

Agency Approval:

PLANNING FILE: PD25-008
As indicated

TRASH & RECYCLE
PD-1.6
PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025
1655 BERRYESSA RD / TBD, SAN JOSE, CA
95131
BERRYESSA FAMILY APTS.
06/03/25IL, EY, YM25-9230
# Description Date
LEGEND:
1" = 20'-0" 1 TRASH & RECYCLE - 1ST FLOOR

2.03 TRASH CHUTES. FOR DETAILS, SEE SHEET A9.07.2.24 FLOOR DRAIN, S.P.D.

KEYNOTES:

STOP
6" WILKINS 375
HB
PATH OF TRAVEL FROM TRASH ROOM TO CURBSIDE COLLECTIONTRASH / RECYCLE 4 CUBIC YARD COLLECTION BINVERTICAL RESIDENTIAL TRASH ROUTE

2.03 TRASH RM

SWENSON
Scale:Date:Job #:

Sheet
Drawn by:

Consultant:

Agency Approval:

PLANNING FILE: PD25-008
As indicated

TRASH & RECYCLE
PD-1.7
PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025
1655 BERRYESSA RD / TBD, SAN JOSE, CA
95131
BERRYESSA FAMILY APTS.
06/03/25IL, EY, YM25-9230
LEGEND:
# Description Date
1" = 20'-0" 1 TRASH & RECYCLE - TYPICAL FLOOR

2.03 TRASH CHUTES. FOR DETAILS, SEE SHEET A9.07.

KEYNOTES:

UP
UP
UP UP
STOP
6" WILKINS 375
HB
MAINT.

LEASING
ELEV.ELEV.

ELEV. CTRL
STAIR 2
ELECT 1
STAIR 1
ELECT 3

TRASH RM
STAIR 4
ELECT 4
17' - 0" 24' - 0" 17' - 0" 17' - 0" 24' - 0" 18' - 0" 17' - 0" 24' - 0" 18' - 0" 18' - 0" 24' - 0" 18' - 0" 5' - 0" ERRCS 0 8' 16' 32'0 2"
1/16" = 1'-0"
N
3 A-4.1
1 A-4.1
2 A-3.1 ____ 3 A-3.1 ____ 4 A-3.1 ____ 1 A-3.2 ____ 4 A-3.2 ____ ROOM TYPE LEGEND BIKE COMPUTER RM ELECT 1 ELECT 2 ELECT 3 ELECT 4 ELEV. CTRL ERRCS FITNESS JANITOR LEASING LOBBY MAIL MAINT. MPOE MULTI-PURPOSE ROOM OFFICE 1 OFFICE 2 OFFICE 3 PARCEL PARKING GARAGE R.R. 1 R.R. 2 R.R. 3 R.R. 4 RESOURCE ROOM STAIR 1 HALL STOR. TRASH RM WATER HEATER BIKE 2 A-4.1 WATER HEATER ELECT 2

DRIVEWAY
22' - 0"

BERNARD DRIVE

SHORE DRIVE

LANDS OF VTA
MAIL
LOBBY
STAIR 3

FIRE PUMP
METER RM 3
METER RM 2
MPOE

MULTI-PURPOSE
ROOM
METER RM 1
24'
-
0"
24' - 0"
24' - 0"

COMPUTER
RM

FITNESS
OFFICE 2
OFFICE 3
OFFICE 1
R.R. 4 R.R. 3
PARCEL R.R. 2R.R. 1
1 A-3.1 ____ EVAE
25' - 6"
24' - 0" 23' - 9 5/8"
24'
-
0"
8' - 0"
4' - 0"

PL TO WALL
20' - 0"

JANITOR
P1
P1
P1
P1
7' - 2 1/4"
P1
86' - 3 1/2"
CL
CL
1 2
2 3
4 9 5
10 10
10 11
15 15
15 15
15 6
8 16
17 13
13 13
13 13
12 12
12 P1 18
18 PROPERTY LINESECURITY GATE, S.L.D.VEHICULAR ENTRY/GARAGE ENTRYSAND/OIL INTERCEPTORBACKFLOW PREVENTERMOTORCYCLE PARKINGPUBLIC BICYCLE PARKING RACK, S.L.D.FIRE HYDRANT, S.C.D.ELECTRICAL TRANSFORMER & PAD, S.C.D.

EMERGENCY VEHICLE ACCESS EASEMENT, S.C.D.GAS METER, SEE CIVIL AND PLUMBING DWGS.PV BATTERIES & PV SWITCH GEARPROVIDE BROOM FINISH AT PARKING GARAGE FLOOR

SITE PLAN KEYNOTES
1 LANDSCAPE AREA

DIRECTIONAL ARROW FOR AUTOMOBILE TRAFFIC
23456789
1011121314151617
6" CONCRETE CURB
18 FIRE DEPARTMENT CONNECTION (FDC)

INTERNATIONAL ACCESSIBILITY SYMBOL LOCATED AT ACCESSIBLE STALLS

SWENSON
Scale:Date:Job #:

Sheet
Drawn by:

Consultant:

Agency Approval:

PLANNING FILE: PD25-008
As indicated
1ST FLOOR PLAN
A-2.1
PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025
1655 BERRYESSA RD / TBD, SAN JOSE, CA
95131
BERRYESSA FAMILY APTS.
06/03/25IL, EY, YM25-9230
1" = 20'-0" 1 OVERALL FLOOR PLAN - LEVEL 1
# Description Date
P1 PLANNING REV. 1 06/11/25
P1
UP
UP
DN UP
DN
DN UP
DN
STOP
6" WILKINS 375
HB
0 8' 16' 32'0 2"
1/16" = 1'-0"
N
STAIR 2
STAIR 1
STAIR 4
UNIT A1-b
UNIT A1-b UNIT A1-b UNIT A1-b UNIT A1-b UNIT A1-b UNIT A1-b UNIT A1-a
UNIT A1-b
UNIT A1-b
UNIT A1-a
UNIT A1-a
UNIT A1-b
UNIT A1-b
UNIT B1-b
UNIT B1-a UNIT B1-a
UNIT B1-a
UNIT B1-b
UNIT B1-a
UNIT B1-b UNIT B1-b
UNIT B1-a UNIT B1-a
UNIT B1-b
UNIT B1-a
UNIT B1-a
UNIT B1-b
UNIT C1-b
UNIT C1-b
UNIT C1-b
UNIT C1-b
ELEV.ELEV. LAUNDRY

TRASH RM
3 A-4.1
1 A-4.1

ROOM TYPE LEGEND
CORRIDORIDFTERRACE 1TERRACE 3TRASH RMUNIT A1-aUNIT A1-bUNIT A2-aUNIT B1-aUNIT B1-bUNIT B2-aUNIT B3-aUNIT B4-aUNIT B5UNIT C1-bUNIT C2-aUNIT C3-aUNIT C3-bUNIT C4-aUNIT C5-bUNIT C6-a 2 A-3.1 ____ 3 A-3.1 ____ 4 A-3.1 ____ 1 A-3.2 ____ 4 A-3.2 ____ 2 A-4.1 3 A-3.2 ____ 2 A-3.2 ____ 5 A-3.1 ____ 1 A-3.3 ____ 2 A-3.3 ____ 3 A-3.3 ____ 4 A-3.3 ____ 5 A-3.3 ____ UNIT B1-b UNIT B1-b UNIT B1-b UNIT B1-b UNIT A1-b UNIT A1-b 1 A-3.1 ____ UNIT C3-a UNIT C5-b UNIT C3-b UNIT C6-a UNIT B5 UNIT B2-a UNIT C5-b UNIT A2-a UNIT C5-b UNIT C3-b UNIT C2-a UNIT B4-a UNIT C4-a UNIT B3-a STAIR 3 129' - 2 3/8"
10' - 11 1/2"
37' - 4"
239' - 2" 6' - 6 3/8"
21' - 5 7/8"
206' - 9"
P1
P1
P1
P1
P1
P1
P1
64' - 3 7/8"
14' - 8 1/8"
10' - 8 5/8"
107' - 0 1/2"
76' - 1 5/8"
20' - 3 3/8"
13' - 11 1/4"
116' - 8 3/8"
12' - 7"
12' - 9"
P1
P1
P1
P1
P1
P1 P1
P1

TRASH CHUTES

BERNARD DRIVE

SHORE DRIVEEVAE
TERRACE 1
COURTYARD 2
TERRACE 3

SWENSON
Scale:Date:Job #:

Sheet
Drawn by:

Consultant:

Agency Approval:

PLANNING FILE: PD25-008
1" = 20'-0"
2ND FLOOR PLAN
A-2.2
PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025
1655 BERRYESSA RD / TBD, SAN JOSE, CA
95131
BERRYESSA FAMILY APTS.
06/03/25IL, EY, YM25-9230
1" = 20'-0" 1 OVERALL FLOOR PLAN - LEVEL 2
# Description Date
P1 PLANNING REV. 1 06/11/25
DN
UP
DN UP
DN UP
DN UP
STOP
6" WILKINS 375
UNIT A1-b
UNIT A1-a UNIT A1-a UNIT A1-a UNIT A1-a UNIT A1-a UNIT A1-a UNIT A1-a
UNIT A1-aUNIT A1-a
UNIT A1-a
UNIT A1-a
UNIT A1-b
UNIT A1-b
UNIT B1-a
UNIT B1-a UNIT B1-a
UNIT B1-a
UNIT B1-a
UNIT B1-a
UNIT B1-a
UNIT B1-a
UNIT B1-b
UNIT B1-a
UNIT B1-a
UNIT B1-b
UNIT C1-a
UNIT C1-a
UNIT C1-b
UNIT C1-a UNIT B1-a
STAIR 2
STAIR 4

LAUNDRY
TRASH RM STAIR 1
3 A-4.1
1 A-4.1
2 A-3.1 ____ ROOM TYPE LEGEND CORRIDOR IDF TRASH RM UNIT A1-a UNIT A1-b UNIT A2-a UNIT B1-a UNIT B1-b UNIT B2-a UNIT B3-a UNIT B4-a UNIT B5 UNIT C1-a UNIT C1-b UNIT C2-a UNIT C3-a UNIT C4-a UNIT C5-a UNIT C6-a 3 A-3.1 ____ 4 A-3.1 ____ 1 A-3.2 ____ 4 A-3.2 ____ 2 A-4.1 3 A-3.2 ____ 2 A-3.2 ____ 5 A-3.1 ____ 1 A-3.3 ____ 2 A-3.3 ____ 3 A-3.3 ____ 4 A-3.3 ____ 5 A-3.3 ____ UNIT B1-a UNIT B1-a UNIT B1-a UNIT B1-a UNIT B1-a UNIT A1-b UNIT A1-b N 1 A-3.1 ____ STAIR 3 TRASH CHUTE UNIT B2-a UNIT C4-a UNIT B3-a UNIT C6-a UNIT B5 UNIT C3-a UNIT C5-a UNIT C2-a UNIT B4-a UNIT C3-a UNIT C5-a UNIT A2-a UNIT C5-a UNIT C3-a SWENSON Scale:Date:Job #:

Sheet
Drawn by:

Consultant:

Agency Approval:

PLANNING FILE: PD25-008
1" = 20'-0"
3RD & 5TH FLOOR PLAN
A-2.3
PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025
1655 BERRYESSA RD / TBD, SAN JOSE, CA
95131
BERRYESSA FAMILY APTS.
06/03/25IL, EY, YM25-9230
1" = 20'-0" 1 OVERALL FLOOR PLAN - LEVEL 3 & 5
# Description Date
DN
UP
DN UP
DN UP
DN UP
STOP
6" WILKINS 375
N
STAIR 2
STAIR 4
ELEV 1
LAUNDRY ELEV 2

TRASH RM
STAIR 1
3 A-4.1
1 A-4.1
2 A-3.1 ____ 3 A-3.1 ____ 4 A-3.1 ____ 1 A-3.2 ____ 4 A-3.2 ____ 2 A-4.1 3 A-3.2 ____ 2 A-3.2 ____ 5 A-3.1 ____ 1 A-3.3 ____ 2 A-3.3 ____ 3 A-3.3 ____ 4 A-3.3 ____ 5 A-3.3 ____ ROOM TYPE LEGEND CORRIDOR IDF TRASH RM UNIT A1-b UNIT A2-b UNIT B1-b UNIT B2-b UNIT B3-b UNIT B4-b UNIT B5 UNIT C1-b UNIT C2-a UNIT C3-b UNIT C4-b UNIT C5-b UNIT C6-b 1 A-3.1 ____ UNIT A1-b UNIT A1-b UNIT A1-b UNIT A1-b UNIT A1-b UNIT B1-b UNIT B1-b UNIT B1-b UNIT B1-b UNIT B1-b UNIT C1-b UNIT C1-b UNIT A1-b UNIT A1-b UNIT B1-b UNIT A1-b UNIT A1-b UNIT A1-b UNIT A1-b UNIT A1-b UNIT A1-b UNIT A1-b UNIT A1-b UNIT A1-b UNIT A1-b UNIT A1-b UNIT A1-b UNIT A1-b UNIT A1-b UNIT B1-b UNIT B1-b UNIT B1-b UNIT B1-b UNIT B1-b UNIT B1-b UNIT B1-b UNIT B1-b UNIT B1-b UNIT B1-b UNIT B1-b UNIT C1-b UNIT C1-b UNIT C1-b UNIT B1-b UNIT A1-b UNIT A1-b UNIT B1-b UNIT B1-b STAIR 3 TRASH CHUTE UNIT C3-b UNIT C5-b UNIT C2-a UNIT B4-b SWENSON Scale:Date:Job #:

Sheet
Drawn by:

Consultant:

Agency Approval:

PLANNING FILE: PD25-008
1" = 20'-0"
4TH FLOOR PLAN
A-2.4
PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025
1655 BERRYESSA RD / TBD, SAN JOSE, CA
95131
BERRYESSA FAMILY APTS.
06/03/25IL, EY, YM25-9230
1" = 20'-0" 1 OVERALL FLOOR PLAN - LEVEL 4
# Description Date
DN
DN
DN
DN
STOP
6" WILKINS 375
N
STAIR 2
STAIR 4
ELEV.

ELEV. LAUNDRY

TRASH RM
STAIR 1
3 A-4.1
1 A-4.1
3 A-3.1 ____ 4 A-3.1 ____ 1 A-3.2 ____ 4
A-3.2 ____ 2 A-4.1 3 A-3.2 ____ 2 A-3.2 ____ 5 A-3.1 ____ 1 A-3.3 ____ 2 A-3.3 ____ 3 A-3.3 ____ 4 A-3.3 ____ 5 A-3.3 ____ 1 A-5.1 ____ ROOM TYPE LEGEND CORRIDOR IDF TRASH RM UNIT A1-c UNIT A2-c UNIT B1-c UNIT B2-c UNIT B3-c UNIT B4-c UNIT B5 UNIT C1-b UNIT C1-c UNIT C2-b UNIT C3-c UNIT C4-c UNIT C5-b UNIT C6-c UNIT B1-c UNIT A1-c UNIT C1-c UNIT A1-c UNIT B1-c UNIT A1-c UNIT A1-c UNIT A1-c UNIT A1-c UNIT C1-c UNIT A1-c UNIT A1-c UNIT B1-c UNIT B1-c UNIT B1-c UNIT B1-c UNIT B1-c UNIT B1-c UNIT B1-c UNIT A1-c UNIT A1-c UNIT B1-c UNIT B1-c UNIT A1-c UNIT A1-c UNIT A1-c UNIT A1-c UNIT C1-b UNIT A1-c UNIT B1-c 1 A-3.1 ____ UNIT B1-c STAIR 3 UNIT A2-c TRASH CHUTE UNIT C3-c UNIT C5-b UNIT A1-c UNIT C3-c UNIT C5-b UNIT B4-c UNIT C2-b UNIT C4-c UNIT B3-c UNIT B5 UNIT C6-c UNIT C1-c UNIT B1-c UNIT B2-c UNIT B1-c UNIT B1-c UNIT C3-c UNIT C5-b UNIT B1-c UNIT B1-c SWENSON Scale:Date:Job #:

Sheet
Drawn by:

Consultant:

Agency Approval:

PLANNING FILE: PD25-008
1" = 20'-0"
6TH FLOOR PLAN
A-2.6
PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025
1655 BERRYESSA RD / TBD, SAN JOSE, CA
95131
BERRYESSA FAMILY APTS.
06/03/25IL, EY, YM25-9230
1" = 20'-0" 1 OVERALL FLOOR PLAN - LEVEL 6
# Description Date
STOP
6" WILKINS 375
HB
HB
HB
HB
HB
HB
N
3 A-4.1
1 A-4.1
2 A-3.1 ____ 3 A-3.1 ____ 4 A-3.1 ____ 1 A-3.2 ____ 4 A-3.2 ____ 2 A-4.1 3 A-3.2 ____ 2 A-3.2 ____ 5 A-3.1 ____ 1 A-3.3 ____ 2 A-3.3 ____ 3 A-3.3 ____ 4 A-3.3 ____ 5 A-3.3 ____ 1 A-5.1 ____ 1 A-3.1 ____ TPO ROOF SWENSON Scale:Date:Job #:

Sheet
Drawn by:

Consultant:

Agency Approval:

PLANNING FILE: PD25-008
1" = 20'-0"

ROOF PLAN
A-2.7
PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025
1655 BERRYESSA RD / TBD, SAN JOSE, CA
95131
BERRYESSA FAMILY APTS.
06/03/25IL, EY, YM25-9230
1" = 20'-0" 1 OVERALL ROOF PLAN
# Description Date
BATH

KITCHENLIVING

BEDROOM
25' - 2 1/8"
5' - 8 1/2" 1' - 4" 23' - 10"
11' - 0"
36' - 6"
23' - 10" 1' - 4" BEDROOM 1 BEDROOM 2 LIVING

BATH KITCHEN
11' - 0"
5' - 8 1/2" 1' - 4"
37' - 5 7/8"
23' - 10" 1' - 4" LIVING BEDROOM 1 BEDROOM 2

KITCHEN BATH
W.I.C.
5' - 8 1/2" 1' - 4"
11' - 0"
40' - 9 1/2"
7' - 2 3/8" 17' - 1 3/8"
BATH

KITCHEN
LIVING
BEDROOM 2
BEDROOM 1
W.I.C.

W.I.C.

DINING
20' - 10 3/4"
4' - 7 7/8"
10' - 7 1/4"
7' - 2 3/8"
14' - 4 1/4"
BATH

KITCHENLIVING

BEDROOM
24' - 11 5/8"
23' - 10" 1' - 4" 5' - 8 1/2"
11' - 0"

SWENSON
Scale:Date:Job #:

Sheet
Drawn by:

Consultant:

Agency Approval:

PLANNING FILE: PD25-008
1/4" = 1'-0"

UNIT PLANS
A-2.8
PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025
1655 BERRYESSA RD / TBD, SAN JOSE, CA
95131
BERRYESSA FAMILY APTS.
06/03/25IL, EY, YM25-9230
1/4" = 1'-0" 1 UNIT A1 1-BEDROOM 1/4" = 1'-0" 4 UNIT B1 2-BEDROOM 1/4" = 1'-0" 3 UNIT B4 2-BEDROOM
1/4" = 1'-0" 5 UNIT B5 2-BEDROOM
# Description Date
1/4" = 1'-0" 2 UNIT A2 1-BEDROOM
2500A 120/20
(6) METERS +

MAIN SWITCHBOARD

BATH KITCHEN
LIVING
BEDROOM 2
PANTRY
BEDROOM 3 BEDROOM 1
11' - 0"
5' - 8 1/2" 1' - 4"
23' - 10" 1' - 4" 5' - 10 1/2"
BATH

KITCHEN
LIVING
DINING
BEDROOM 1 BEDROOM 3
BEDROOM 2
W.I.C.
47' - 9 3/8"
10' - 5 7/8" 13' - 4 1/8"
10' - 8"
1' - 4" 23' - 10"
5' - 4 5/8"
50' - 9"
BEDROOM 2 BEDROOM 1
LIVING
BEDROOM 3W.I.C.

BATH KITCHEN W.I.C.
27' - 7"
35' - 0 3/4"
23' - 10" 1' - 4"
BEDROOM 1
BEDROOM 2

KITCHEN
BATH
BEDROOM 3
DINING
LIVING
5' - 8 1/2"
11' - 0"
23'
-
10"

SWENSON
Scale:Date:Job #:

Sheet
Drawn by:

Consultant:

Agency Approval:

PLANNING FILE: PD25-008
1/4" = 1'-0"

UNIT PLANS
A-2.9
PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025
1655 BERRYESSA RD / TBD, SAN JOSE, CA
95131
BERRYESSA FAMILY APTS.
06/03/25IL, EY, YM25-9230
1/4" = 1'-0" 1
3 1/4" = 1'-0" UNIT C1 3-BEDROOM UNIT C5 3-BEDROOM
1/4" = 1'-0" 2 UNIT C-2 3-BEDROOM
1/4" = 1'-0" 4 UNIT C6 3-BEDROOM
# Description Date
LEVEL 1
0"
LEVEL 2
15' - 0"
LEVEL 3
25' - 0"
LEVEL 4
35' - 0"
LEVEL 5
45' - 0"
LEVEL 6
55' - 0"
ROOF
66' - 4"
T.O. LOW PARAPET
70' - 0"
T.O. HIGH PARAPET
71' - 6"
4 12 1 10 1 13 1
3 5 11 9 2 1
2 14
1 LEVEL 1
0"
LEVEL 2
15' - 0"
LEVEL 3
25' - 0"
LEVEL 4
35' - 0"
LEVEL 5
45' - 0"
LEVEL 6
55' - 0"
ROOF
66' - 4"
T.O. LOW PARAPET
70' - 0"
T.O. HIGH PARAPET
71' - 6"
10 1 1 12 13 14 1 2 1
2 1 16 1 2 9
LEVEL 1
0"
LEVEL 2
15' - 0"
LEVEL 3
25' - 0"
LEVEL 4
35' - 0"
LEVEL 5
45' - 0"
LEVEL 6
55' - 0"
ROOF
66' - 4"
T.O. LOW PARAPET
70' - 0"
T.O. HIGH PARAPET
71' - 6"
1 2 3 9
14 10 1 1 1 4
5 12
17 1
P1
LEVEL 2
15' - 0"
LEVEL 3
25' - 0"
LEVEL 4
35' - 0"
LEVEL 5
45' - 0"
LEVEL 6
55' - 0"
ROOF
66' - 4"
T.O. HIGH PARAPET
71' - 6"
1 16
3 LEVEL 1
0"
LEVEL 2
15' - 0"
LEVEL 3
25' - 0"
LEVEL 4
35' - 0"
LEVEL 5
45' - 0"
LEVEL 6
55' - 0"
ROOF
66' - 4"
T.O. LOW PARAPET
70' - 0"
T.O. HIGH PARAPET
71' - 6"

ELEVATOR TOWER
78' - 0"
1 1 1 1 1 4
11 14 12
8 15 8 2 3
2 5
6 7
13 10
17 15
P1
ELEVATION KEY NOTES:
1 PAINTED CEMENT PLASTER - SAND TEXTURE2

PREFABRICATED METAL BALCONIES
3 STAIRWELL & ELEVATOR TOWER
4 AWNINGS AT GROUND LEVEL
5 CLEAR GLAZING WITH ALUMINUM FRAMES
67 VINYL WINDOW FRAME
8 GROUND LEVEL LIGHTING FIXTURE
9 BALCONY LIGHTING FIXTURE
10 ALUMINUM COMPOSITE MATERIAL AWNING
1112

FIBER CEMENT SIDINGCMU - SPLIT FACED PATTERN

ALUMINUM COMPOSITE MATERIAL (ACM) PANELS

DECORATIVE METAL TRELLIS - VARIOUS SIZES
1314 OVERFLOW SCUPPER
15 ALUMINUM SIGNAGE16 PARAPET WALL CAP

FOR COLOR FINISHES, SEE MATERIAL BOARD SHEET
GENERAL NOTES:

A-5.1
P1
17 FIRE DEPARTMENT CONNECTION (FDC)
MOUNTED AT 36" ABOVE GROUND
P1

SWENSON
Scale:Date:Job #:

Sheet
Drawn by:

Consultant:

Agency Approval:

PLANNING FILE: PD25-008
As indicated

EXTERIOR ELEVATIONS
A-3.1
PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025
1655 BERRYESSA RD / TBD, SAN JOSE, CA
95131
BERRYESSA FAMILY APTS.
06/03/25IL, EY, YM25-9230
1/16" = 1'-0" 2 WEST ELEVATION - BERNARD DRIVE (2/2)
1/16" = 1'-0" 4 NORTHEAST ELEVATION - COURTYARD & BART RAIL 1/16" = 1'-0" 3 NORTH ELEVATION - SHORE DRIVE
1/16" = 1'-0" 5 SOUTH ELEVATION - NORTH COURTYARD
1/16" = 1'-0" 1 WEST ELEVATION - BERNARD DRIVE (1/2)
# Description Date
P1 PLANNING REV. 1 06/11/25
LEVEL 1
0"
LEVEL 2
15' - 0"
LEVEL 3
25' - 0"
LEVEL 4
35' - 0"
LEVEL 5
45' - 0"
LEVEL 6
55' - 0"
ROOF
66' - 4"
T.O. LOW PARAPET
70' - 0"
T.O. HIGH PARAPET
71' - 6"

ELEVATOR TOWER
78' - 0"
8' - 6"
8' - 6"
6 111547
11 3
2 10
LEVEL 1
0"
LEVEL 2
15' - 0"
LEVEL 3
25' - 0"
LEVEL 4
35' - 0"
LEVEL 5
45' - 0"
LEVEL 6
55' - 0"
ROOF
66' - 4"
T.O. LOW PARAPET
70' - 0"
T.O. HIGH PARAPET
71' - 6"

ELEVATOR TOWER
78' - 0"
1 14 10 1 1 1
2 3
16 16 9
13 11
4 1
6 13' - 7 3/4" 15' - 7 3/8" 8' - 9 1/4" 24' - 0 3/8" 24' - 5" 25' - 2 3/8" 29' - 0 3/8" 30' - 6 3/4" 13' - 5 7/8" 33' - 7 1/8" 28' - 4 7/8" 33' - 7 1/8" 25' - 11 1/2" 33' - 7 1/8" 42' - 6 3/8" 37' - 6 5/8" 6' - 5 3/4"
4' - 0 1/4"
P1
LEVEL 2
15' - 0"
LEVEL 3
25' - 0"
LEVEL 4
35' - 0"
LEVEL 5
45' - 0"
LEVEL 6
55' - 0"
ROOF
66' - 4"
T.O. LOW PARAPET
70' - 0"
T.O. HIGH PARAPET
71' - 6"
4 1 2 1 1 1 14
5 1 12 10
13 LEVEL 2
15' - 0"
LEVEL 3
25' - 0"
LEVEL 4
35' - 0"
LEVEL 5
45' - 0"
LEVEL 6
55' - 0"
ROOF
66' - 4"
T.O. LOW PARAPET
70' - 0"

ELEVATOR TOWER
78' - 0"
14 1 10 1
1 1 5 12
6 ELEVATION KEY NOTES:
1 PAINTED CEMENT PLASTER - SAND TEXTURE2

FIBER CEMENT SIDINGCMU - SPLIT FACED PATTERN

ALUMINUM COMPOSITE MATERIAL (ACM) PANELS

DECORATIVE METAL TRELLIS - VARIOUS SIZES
1314 OVERFLOW SCUPPER
15 ALUMINUM SIGNAGE16 PARAPET WALL CAP

FOR COLOR FINISHES, SEE MATERIAL BOARD SHEET
GENERAL NOTES:

A-5.1
P1
17 FIRE DEPARTMENT CONNECTION (FDC)
MOUNTED AT 36" ABOVE GROUND
P1

SWENSON
Scale:Date:Job #:

Sheet
Drawn by:

Consultant:

Agency Approval:

PLANNING FILE: PD25-008
As indicated

EXTERIOR ELEVATIONS
A-3.2
PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025
1655 BERRYESSA RD / TBD, SAN JOSE, CA
95131
BERRYESSA FAMILY APTS.
06/03/25IL, EY, YM25-9230
1/16" = 1'-0" 4 SOUTH ELEVATION
1/16" = 1'-0" 1 EAST ELEVATION
1/16" = 1'-0" 3 EAST ELEVATION - SOUTH COURTYARD 1/16" = 1'-0" 2 SOUTH ELEVATION - SOUTH COURTYARD # Description Date
P1 PLANNING REV. 1 06/11/25
LEVEL 2
15' - 0"
LEVEL 3
25' - 0"
LEVEL 4
35' - 0"
LEVEL 5
45' - 0"
LEVEL 6
55' - 0"
ROOF
66' - 4"
T.O. LOW PARAPET
70' - 0"
T.O. HIGH PARAPET
71' - 6"
1 1
1 1
14 13
12 5
2 LEVEL 2
15' - 0"
LEVEL 3
25' - 0"
LEVEL 4
35' - 0"
LEVEL 5
45' - 0"
LEVEL 6
55' - 0"
ROOF
66' - 4"
T.O. LOW PARAPET
70' - 0"
T.O. HIGH PARAPET
71' - 6"
10 13 14 1 1
5 1 1
LEVEL 2
15' - 0"
LEVEL 3
25' - 0"
LEVEL 4
35' - 0"
LEVEL 5
45' - 0"
LEVEL 6
55' - 0"
ROOF
66' - 4"
T.O. LOW PARAPET
70' - 0"
T.O. HIGH PARAPET
71' - 6" 1
2 10
13 1
12 1 5 1
LEVEL 2
15' - 0"
LEVEL 3
25' - 0"
LEVEL 4
35' - 0"
LEVEL 5
45' - 0"
LEVEL 6
55' - 0"
ROOF
66' - 4"
T.O. LOW PARAPET
70' - 0"
T.O. HIGH PARAPET
71' - 6"
14 1 13 1
12 5 1 1
10 LEVEL 2
15' - 0"
LEVEL 3
25' - 0"
LEVEL 4
35' - 0"
LEVEL 5
45' - 0"
LEVEL 6
55' - 0"
ROOF
66' - 4"
T.O. LOW PARAPET
70' - 0"
11 10
ELEVATION KEY NOTES:
1 PAINTED CEMENT PLASTER - SAND TEXTURE2

FIBER CEMENT SIDINGCMU - SPLIT FACED PATTERN

ALUMINUM COMPOSITE MATERIAL (ACM) PANELS

DECORATIVE METAL TRELLIS - VARIOUS SIZES
1314 OVERFLOW SCUPPER
15 ALUMINUM SIGNAGE16 PARAPET WALL CAP

FOR COLOR FINISHES, SEE MATERIAL BOARD SHEET
GENERAL NOTES:

A-5.1
P1
17 FIRE DEPARTMENT CONNECTION (FDC)
MOUNTED AT 36" ABOVE GROUND
P1

SWENSON
Scale:Date:Job #:

Sheet
Drawn by:

Consultant:

Agency Approval:

PLANNING FILE: PD25-008
As indicated

EXTERIOR COURTYARD ELEVATIONS
A-3.3
PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025
1655 BERRYESSA RD / TBD, SAN JOSE, CA
95131
BERRYESSA FAMILY APTS.
06/03/25IL, EY, YM25-9230
1/16" = 1'-0" 1 INNER COURTYARD - WEST 1/16" = 1'-0" 2 INNER COURTYARD - NORTH 1/16" = 1'-0" 3 INNER COURTYARD - NORTHEAST 1/16" = 1'-0" 4 INNER COURTYARD - EAST 1/16" = 1'-0" 5 INNER COURTYARD - SOUTH # Description Date

KEY PLAN

SWENSON
Scale:Date:Job #:

Sheet
Drawn by:

Consultant:

Agency Approval:

PLANNING FILE: PD25-008
1" = 80'-0"

PERSPECTIVE VIEWS
A-3.4
PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025
1655 BERRYESSA RD / TBD, SAN JOSE, CA
95131
BERRYESSA FAMILY APTS.
06/03/25IL, EY, YM25-9230
1 PERSPECTIVE - PEDESTRIAN ENTRY
4 PERSPECTIVE VIEW - TRIANGLE3 PERSPECTIVE - CUL DE SAC 2 PERSPECTIVE - BART RAIL
3 1
4 2
# Description Date

KEY PLAN

SWENSON
Scale:Date:Job #:

Sheet
Drawn by:

Consultant:

Agency Approval:

PLANNING FILE: PD25-008
1" = 80'-0"

PERSPECTIVE VIEWS
A-3.5
PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025
1655 BERRYESSA RD / TBD, SAN JOSE, CA
95131
BERRYESSA FAMILY APTS.
06/03/25IL, EY, YM25-9230
4 PERSPECTIVE - OUTER COURTYARD
1 PERSPECTIVE - INNER COURTYARD 1 3 PERSPECTIVE - INNER COURTYARD 2 2 PERSPECTIVE - INNER COURTYARD 3
1 2 4
3 # Description Date
LEVEL 1
0"
LEVEL 2
15' - 0"
LEVEL 3
25' - 0"
LEVEL 4
35' - 0"
LEVEL 5
45' - 0"
LEVEL 6
55' - 0"
ROOF
66' - 4"
T.O. LOW PARAPET
70' - 0"
T.O. HIGH PARAPET
71' - 6"
UNIT C1-a UNIT B1-a UNIT B1-a UNIT B1-a UNIT B1-a UNIT B1-a LAUNDRY UNIT C1-b UNIT B1-a UNIT B1-a UNIT B1-a UNIT B1-a UNIT B1-a STAIR 2
LAUNDRY ELEV.LAUNDRYLAUNDRYLAUNDRY
STAIR 1
BIKE
UNIT C1-c UNIT B1-c UNIT B1-c UNIT B1-c UNIT B1-c UNIT B1-c UNIT C1-b UNIT B1-b UNIT B1-b UNIT B1-b UNIT B1-b UNIT B1-b UNIT C1-a UNIT B1-a UNIT B1-a UNIT B1-a UNIT B1-a UNIT B1-a

FIRE PUMP
LOBBY MAIL FITNESS R.R. 4 R.R. 3 GARAGE R.R. 2
UNIT B1-c
UNIT B1-bUNIT B1-bUNIT B1-bUNIT B1-b
LEVEL 1
0"
LEVEL 2
15' - 0"
LEVEL 3
25' - 0"
LEVEL 4
35' - 0"
LEVEL 5
45' - 0"
LEVEL 6
55' - 0"
ROOF
66' - 4"
UNIT B1-a UNIT B1-aUNIT B1-a UNIT B1-bUNIT B1-c UNIT B1-c UNIT B1-b UNIT B1-b
UNIT B1-a UNIT B1-a
GARAGE
INNER

COURTYARD
1' - 6"
13' - 6" LEVEL 1
0"
LEVEL 2
15' - 0"
LEVEL 3
25' - 0"
LEVEL 4
35' - 0"
LEVEL 5
45' - 0"
LEVEL 6
55' - 0"
ROOF
66' - 4"
T.O. LOW PARAPET
70' - 0"
UNIT C1-b UNIT A1-a UNIT B1-aUNIT C1-b UNIT A1-a UNIT B1-a LAUNDRY

LAUNDRYLAUNDRYLAUNDRY
UNIT C1-c UNIT A1-c UNIT B1-c LAUNDRY
UNIT C1-b UNIT A1-b UNIT B1-bUNIT C1-b UNIT A1-a UNIT B1-a UNIT B1-b
UNIT B1-a
UNIT B1-b
UNIT B1-a
UNIT B1-c
GARAGE
UNIT A2-c
66' - 4"

SWENSON
Scale:Date:Job #:

Sheet
Drawn by:

Consultant:

Agency Approval:

PLANNING FILE: PD25-008
1" = 20'-0"

BUILDING SECTIONS
A-4.1
PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025
1655 BERRYESSA RD / TBD, SAN JOSE, CA
95131
BERRYESSA FAMILY APTS.
06/03/25IL, EY, YM25-9230
1" = 20'-0" 1 Section N-E
1" = 20'-0" 3 SECTION - 1 1" = 20'-0" 2 SECTION - 2
# Description Date
C1 A2 B4 A3 D A5 A3 D A5 C1 A3 D A5 C1 B4 A2 A3 D A5 C1 A2 C1 J F B4 D A6 A5 B4 A2 F
J
G A2 E G F E H A6 B4 H C1 J A5 B4 D A6 H A5 G
E E E
J J J
1 : SHERWIN-WILLIAMS
SW 7757HIGH REFLECTIVE WHITE
2 : SHERWIN-WILLIAMS
SW 7674PEPPERCORN
3 : SHERWIN-WILLIAMS
SW 7067CITYSCAPE
4 : SHERWIN-WILLIAMS
SW 7066GRAY MATTERS
MATERIALS ARE REFERENCED BY LETTER COLORS ARE REFERENCED BY NUMBER:

A : CEMENT PLASTER
FINISH : SAND
B : FIBER CEMENT SIDING
C : ACM PANEL D : WHITE VINYL WINDOWE : PREFABRICATED METAL BALCONY F: METAL TRELLIS J : EXTERIOR LIGHTING 5 : SHERWIN-WILLIAMS
SW 7632MODERN GRAY
6 : BENJAMIN MOORE
098BRYCE CANYON
G : SPLIT FACE CMU H : ALUMINUM STOREFRONT
P1
P1

SWENSON
Scale:Date:Job #:

Sheet
Drawn by:

Consultant:

Agency Approval:

PLANNING FILE: PD25-008
As indicated

COLOR & MATERIAL
A-5.1
PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025
1655 BERRYESSA RD / TBD, SAN JOSE, CA
95131
BERRYESSA FAMILY APTS.
06/03/25IL, EY, YM25-9230
1/16" = 1'-0" 1 WEST ELEVATION - BERNARD DRIVE
# Description Date

STOP STOP
FD

BUILDING C
PLAN 1 PLAN 3

BUILDING D
PLAN 3 PLAN 2

BUILDING C
PLAN 1 PLAN 3
PLAN 3
PLAN 3 PLAN 2

BUILDING F
PLAN 3
PLAN 3 PLAN 2

BUILDING F

BUILDING E
PLAN 3 PLAN 2 PLAN 1

BUILDING E
PLAN 3 PLAN 2 PLAN 1
1 360FT RUN @1/8"/FT = -45" ASSUME RUNS STARTS -36"BFF
I.E.=77.55 I.E. @ STREET 74.5
1 6" WATER

SERVICE
D.S.

D.S.

D.S. D.S.

D.S.

D.S. D.S.

D.S.

BERRYESSA ROAD

LANDS OF VTA

EXISTING

RESIDENTIAL EXISTING

RESIDENTIAL

EXISTING

RESIDENTIAL

MERCADO WAY

SHORE DRIVE

DE ROME DRIVE

BLOCK I
±280,000 SF
NOTE: BLOCK I IS CURRENTLY BEING PROCESSED UNDER

SEPARATE PERMIT

APPROVED RESIDENTIAL
5 SINGLE FAMILY UNITS
PD21-009

APPROVED RESIDENTIAL
24 TOWNHOME UNITS
PD21-009

BLOCK F&G

FUTURE MULTI-FAMILY
±2.31 AC
BLOCK EOPEN SPACE
±1.20 AC

BLOCK D/H
260 AFFORDABLE UNITS
±2.35 AC

APPROVED RESIDENTIAL
19 SINGLE FAMILY UNITS
PD21-009

SHORE DRIVE

PUBLIC STREET (P)

DE ROME DRIVE

PUBLIC STREET (P)

PERLO DRIVE - PRIVATE

STREET (P)

BERNARD DRIVE - PUBLIC STREET (P)

FACCHINO WAY

EXISTING

RESIDENTIAL

PRIVATE DRIVE (P)

SHORE DRIVE

PUBLIC STREET (P)

PERLO DRIVE -

PUBLIC STREET (P)
36'
36'

35.23'
26'
30'
36'
36'
36'
28'
28'
56' R/W
8' 10' 10'
±7.68' 34'
9' 9'
±4.5'
9'

8.5'
±14.82'
46'
20' MIN.
20' MIN.
±12.15'

7.6' DEDICATION
50' RAIL SETBACK (P)

7.68'
20'
MIN.

18.98' 17.41' 6' MAX.

6.01'
MAX.
56'
20' EAE (P)

7.32'
46' R/W
4' (TYP.) 4' (TYP.)

12.91'

9.61'
5'
7'

6.98'

4.42'

5.26'

11.5'

2.9'
26'
20'
26' CSJ R-6
26'
26'
16'
D
C2.1
C2.1 F
B
C2.1
C2.1 G
I

3.1 A
C2.1
H
C2.1
C2.1 E
C
C2.1

PROJECT BOUNDARY
LEGEND

RIGHT-OF-WAY

EASEMENT

PROPERTY LINE (EXISTING)

PROPERTY LINE
1 INCH = 50 FEET
0 25 50 100
NOTES

CONCEPTUAL LOT LINES ARE SHOWN FOR REFERENCE ONLY AND WILL BE FINALIZED WITH THE PROCESSING OF A TENTATIVE MAP.

PROPOSED

EXISTING (E)
(P)
BLOCK "I" IS CURRENTLY BEING REVIEWED UNDER A SEPARATE PERMIT, H24-017.

SWENSON
Scale:

Date:

Job #:

Sheet
Drawn by:

Consultant:

Agency Approval: PLANNING FILE: PD25-008
C2.0
PLANNING APPLICATION - 4/21/2025 1655 BERRYESSA RD, SAN JOSE, CA 95131 BERRYESSA FAMILY APTS. 06/11/25
5221.40
# Description Date
1570 Oakland Road (408) 487-2200
San Jose, CA 95131 HMHca.com
S:\PROJECTS\522140\PL\PERMIT\522140SP.DWG
PLOTTED: 6/6/2025 11:18 AM

OVERALL SITE PLAN
PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025

TOWNHOMES

0.5'
SW

0.5'

RIGHT OF WAY
36'

CURB TO CURB

R/W R/W
10'

SINGLE FAMILY
UNITS
10'
56'
SW

COMMERCIAL

BUILDING

0.5'
SW

0.5'

RIGHT OF WAY
36'

CURB TO CURB

R/W R/W
10'

MULTI-FAMILY

MARKET RATE

BUILDING
10'
56'
SW
±46'

0.5'
PARK
STRIP

0.5'

RIGHT OF WAY
30'

CURB TO CURB

R/W R/W
4'

SINGLE FAMILY
UNITS
9'
SW
48'
4'
SW

0.5'

0.5'
±6'
PARK
STRIP

0.5'

RIGHT OF WAY
28'

CURB TO CURB

R/W R/W
4'

SINGLE FAMILY
UNITS
9'
SW
PARK
46'
4'
SW

0.5'

MULTI-FAMILY

MARKET RATE

BUILDING

0.5' 0.5'

CURB TO CURB

TOWNHOMES
8'
34'
SW

MULTI-FAMILY

MARKET RATE

BUILDING

0.5'
SW

0.5'

RIGHT OF WAY
36'

CURB TO CURB

R/W R/W
10'

MULTI-FAMILY

AFFORDABLE

BUILDING
10'
56'
SW
SW
EX
R/W
12'

COMMERCIAL

BUILDING
±7'

EX CURB

AND GUTTER

SHORE DRIVE PROPOSED PUBLIC STREET

MERCADO WAY PROPOSED PUBLIC STREET

DE ROME DRIVE PROPOSED PUBLIC STREET

PERLO DRIVE PROPOSED PUBLIC STREET

BERRYESSA ROAD

EVA ROAD
C
D A
H E
I
G
F

RAIL SETBACK
20'
EVAE
PL

MULTI-FAMILY

AFFORDABLE

BUILDING
3'

EX LOT LINE
3' 35'±

EX BART
TRACKS
LOT
LINE
LOT
LINE

0.5'
PARK
STRIP

0.5'

RIGHT OF WAY
28'

CURB TO CURB

R/W R/W
4'

SINGLE FAMILY
UNITS
9'
SW
46'
4'
SW

0.5'

SHORE DRIVE PROPOSED PUBLIC STREET B

MULTI-FAMILY

MARKET RATE

BUILDING
PARK

PROPOSED
R/W
VARIES

PERLO DRIVE PROPOSED PRIVATE STREET

BERNARD DRIVE PROPOSED PUBLIC STREET
26'
50'

SWENSON
Scale:

Date:

Job #:

Sheet
Drawn by:

Consultant:

Agency Approval: PLANNING FILE: PD25-008
C2.1
PLANNING APPLICATION - 4/21/2025 1655 BERRYESSA RD, SAN JOSE, CA 95131 BERRYESSA FAMILY APTS. 06/11/25
5221.40
# Description Date
1570 Oakland Road (408) 487-2200
San Jose, CA 95131 HMHca.com
S:\PROJECTS\522140\PL\PERMIT\522140SP.DWG
PLOTTED: 6/6/2025 11:18 AM

CROSS SECTIONS
PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025
1 360FT RUN @1/8"/FT = -45" ASSUME RUNS STARTS -36"BFF
I.E.=77.55 I.E. @ STREET 74.5
1 6" WATER

SERVICE
STOP

SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD

LANDS OF VTA

PROPERTY LINE
FS 83.2~LP
SD
SD
SD

MULTI-FAMILY
FF 84.0

SHORE DRIVE
SD
FS 83.5
FS 83.9~HP
FS 83.6~HP
FS 83.6~HP
FS 83.6~HP
FS 83.5~HP
FS 83.3~HP FS 82.9~LP
FS 83.4~LP
FS 83.3~LP
FS 83.2~LP
FS 83.1~LP
FS 82.8
FS 82.1~HP0.5% 0.5%

0.9% 0.5%
FS 81.8~LP
FS 83.6~HP FS 83.1~LP

0.4%
SD
SD

BERNARD DRIVE
FS 83.0~GB FS 83.6~HP FS 83.4~LP

0.4%
SD

0.5%
FS 83.3
SD
SD
SD
EG 84.9±
EG 84.4±

0.5%

0.5%
TC 83.3~HP
TC 83.0
TC 82.9
TC 81.9
TC 81.7~LP TC 83.2 TC 83.5 TC 83.3 TC 83.7
EG 82.9±
EG 83.1±
EG 82.7±
EG 82.7±
EG 82.8±
EG 84.1±
FF 84.0
FS 83.0
2 STEPS AT

WALKWAY
FF 84.0
FS 83.0
5% MAX
FS 82.6

SLOPED WALKWAY
FF 84.0
FS 82.0
4 STEPS AT

WALKWAY

SLOPED WALKWAY
5% MAX
FF 84.0
FS 82.4
FF 84.0
FS 83.5
TC 83.3
8%
FF 84.0
FS 83.7
TC 83.5
MAX
MAX
4%
FF 84.0
FS 83.7
MAX
4%
FF 84.0
FF 84.0
FF 83.7
FF 83.7

0.6%

0.8%

1.0%

1.6%

1.0%

1.5%

0.6%

0.5%

0.5%
3' MAX RETAINING WALL
3' MAX RETAINING WALL
3' MAX RETAINING WALL
9' 10.85'
SWK
20' EVA, IEE

2.67'

2.9'
20' EVA, IEE

2.67'

3.09'
20' EVA DRIVEWAY
SD

SD SD SD
SD
SD
SD
SD

PROPERTY LINE
EG 85.9±
EG 85.6±
3' MAX RETAINING WALL
FS 83.2~LP
SD
FS 83.8~HP
FS 83.5~LP

0.5%
SD
FS 83.6~HP FS 83.4~LP
TC 83.7

0.4% TC 83.5 TC 84.0
FS 83.9~HP

0.5%
EG 84.1±

1.0%
3' MAX RETAINING WALL
SD

SD BERNARD DRIVE
FS 83.5~HP
FS 83.4~LP

1.0%
26'

INGRESS/EGRESS

DRIVEWAY
XXX
1" = 20'
XXX

SWENSON
Scale:

Date:

Job #:

Sheet
Drawn by:

Consultant:

Agency Approval: PLANNING FILE: PD25-008
C3.1
PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025 1655 BERRYESSA RD, SAN JOSE, CA 95131 BERRYESSA FAMILY APTS. 06/11/25
5221.40
# Description Date
1570 Oakland Road (408) 487-2200
San Jose, CA 95131 HMHca.com
S:\PROJECTS\522140\PL\PERMIT\522140GP.DWG
PLOTTED: 6/11/2025 10:01 AM
1 INCH = 20 FEET
0 10 20 40

GRADING PLAN - BLOCK D

LEGEND PROPOSED EXISTING

DIRECTION OF SURFACE DRAINAGE

LIMIT OF GRADING

CONTOUR

PROPERTY LINE

OVERLAND RELEASE PATH

RETAINING WALL (CMU)

STANDARD CURB INLET
150 150

LANDSCAPE DRAIN PIPE

STORM DRAIN PIPE SD SD

EASEMENT

BOUNDARY

RIGHT-OF-WAY

CURB AND GUTTER

SIDEWALK

DRIVEWAY

GRADE BREAK

HANDICAP RAMP

STORM DRAIN DRAINAGE INLET
STORM DRAIN MANHOLE CSJ D-11

STORM PERFORATED PIPE

STORM DRAIN LINE (PRE-TREATMENT)
AV

SEE BELOW FOR CONTINUATION

SEE ABOVE FOR CONTINUATION
1 360FT RUN @1/8"/FT = -45" ASSUME RUNS STARTS -36"BFF
I.E.=77.55 I.E. @ STREET 74.5
1 6" WATER

SERVICE
D.S.

D.S.

D.S.D.S.

D.S.

D.S.D.S.

D.S.

OTIS GEN 2 3500 OTIS GEN 2 3500

STOP STOP
SD

SD SD SD SD SD SD

SD SD SD

SD SD SD SD
SD SD
SD SD

SD SD SD SD
SD
SD
SD
SD
SD
SD
EG 81.3±
82 82
83 80
75 80
75 83
80 75
83 83
80 75
83 83 FG 83.3 FG 83.2
FG 83.2
83 83
83 83

NO PARKING
1 2
3 SHORE DRIVE

MERCADO WAY

PROPERTY LINE

BERRYESSA ROAD

MEDICAL
OFFICE

BUILDING
FF 85.0

LANDS OF VTA
EX

RESIDENTIAL
EX

RESIDENTIAL

PROPERTY LINE

PROPERTY LINE
2' MAX RETAINING WALL
EG 80.2±
EG 82.0±
EG 81.5±
EG 82.0±
EG 82.5±
EG 82.4±
EG 84.0±
EG 85.1±
EG 84.0±
EG 86.0±
EG 85.0±
EG 85.0±
FS 82.8 0.5%
FS 80.7

PROPERTY LINE
FS 82.1~HP

0.5% 0.5% 0.9%
EG 81.3± EG 81.5±
FS 83.3
EG 85.0±
3' MAX RETAINING WALL

0.6%

0.6% FS 82.0
FS 81.8
FS 83.8
EG 83.1±

0.6%

2.2%
FS 84.3
FS 83.9~HP 0.5%

0.9% 0.5%

0.5%
FS 81.8

0.5%
FS 81.8~LP
FS 81.8~LP
FS 83.6~HP FS 83.2~LP

0.4% 0.5%
FS 82.2~HP FS 81.9~LP FS 82.3~HP FS 82.0~LP
FS 82.4~HP 0.5% 0.5% 0.5% 0.5% 0.6%

0.6%
FF 83.5 FF 83.6
FF 82.5 FF 82.6 FF 82.8 FF 83.0 FF 83.1
FF 82.2
FF 82.0
FF 82.3
FF 82.5
FF 82.7
FF 82.9
FF 83.0
FF 83.2
FF 83.4
FF 83.6
FF 83.6
FF 83.4
FF 83.4
FF 83.6
FF 83.7
FF 83.9
FF 84.1
FF 84.3
FF 84.5
FS 84.5~HP
FS 83.7~HP
FS 83.9~HP
FS 84.1~HP
FS 84.3~HP
FS 83.4~LP
FS 83.6~LP

1.0%

1.0%
3' MAX RETAINING WALL
EG 82.0± EG 81.2± EG 81.8± EG 82.5±

EX RESIDENTIAL EX RESIDENTIAL EX 24"SD
EX 15"SD

DE ROME DRIVE

SD SD SD
SD SD
SD SD
SD
SD

MULTI-FAMILY
FF 84.3

WETLAND / POND

MULTI-FAMILY
FF 84.0

SHORE DRIVE

DE ROME DRIVE

PERLO DRIVE

BERNARD DRIVE

SHORE DRIVE

FACCHINO WAY
FF 83.4
FS 82.0~LP

EX RESIDENTIAL

1.0%

PERLO DRIVE
FS 83.2~LP
SD
FS 83.8~HP
FS 83.5~LP
FS 83.0 FS 83.6~HP FS 83.4~LP

0.4%
SD

0.5%
FS 83.3
FS 80.1

1.5%
FS 80.8
FS 80.9
FS 81.6~LP
XXX

SWENSON
Scale:

Date:

Job #:

Sheet
Drawn by:

Consultant:

Agency Approval: PLANNING FILE: PD25-008
C3.0
PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025 1655 BERRYESSA RD, SAN JOSE, CA 95131 BERRYESSA FAMILY APTS. 06/11/25
5221.40
# Description Date
1570 Oakland Road (408) 487-2200
San Jose, CA 95131 HMHca.com
S:\PROJECTS\522140\PL\PERMIT\522140GP.DWG
PLOTTED: 6/11/2025 9:59 AM
1 INCH = 50 FEET
0 25 50 100

OVERALL GRADING PLAN
1" = 50'
AV

LEGEND PROPOSED EXISTING

DIRECTION OF SURFACE DRAINAGE

LIMIT OF GRADING

CONTOUR

PROPERTY LINE

OVERLAND RELEASE PATH

RETAINING WALL (CMU)

STANDARD CURB INLET
150 150

LANDSCAPE DRAIN PIPE

STORM DRAIN PIPE SD SD

EASEMENT

BOUNDARY

RIGHT-OF-WAY

CURB AND GUTTER

SIDEWALK

DRIVEWAY

GRADE BREAK

HANDICAP RAMP

STORM DRAIN DRAINAGE INLET
STORM DRAIN MANHOLE CSJ D-11

STORM PERFORATED PIPE

STORM DRAIN LINE (PRE-TREATMENT)
1 360FT RUN @1/8"/FT = -45" ASSUME RUNS STARTS -36"BFF
I.E.=77.55 I.E. @ STREET 74.5
1 6" WATER

SERVICE
D.S.

D.S.

D.S.D.S.

D.S.

D.S.D.S.

D.S.

OTIS GEN 2 3500 OTIS GEN 2 3500

STOP STOP
SS
SD
W
SS
W
W
W
W
W
W
W

W SD SD SD SD SD SD SS SS SS SS SS SS SS

SS SS SS SS SS SS SS

W W W W W W W W W W
SS SS
SS

SD SD SD
SS SS

W W W W W W W W W W
W
W
W

SD SD SD SD
SD SD
SD SD

SD SD SD SD
SD
SD
SD
SD
SD
SD

W W W W W
W
W W W

W W W W W

W W W W W W W W W W
W
EG 81.3±
82 82
83 80
75 80
75 83
80 75
83 83
80 75
83 83 FG 83.3 FG 83.2
FG 83.2
83 83
83 83

NO PARKING
1 2
3 SS SS
W

PROPERTY LINE

SHORE DRIVE

MERCADO WAY

BERRYESSA ROAD

MEDICAL OFFICE

BUILDING

LANDS OF VTA

EXISTING

RESIDENTIAL

PROPERTY LINE

PROPERTY
LINE

PROPERTY LINE

EX RESIDENTIAL

DE ROME DRIVE
EX 24"SD
EX 15"SD

SD SD SD
SD SD
SD
SD
SD
SD SD
SD
SD
W
W
W
SS
W
SS
W
EX 6"SS
EX 6"W
EX 8"SS
EX 8"W
EX 8"SS
SD
SS
SS
W
W
SS
SS SD
EX10"SS

SINGLE FAMILY TOWNHOMES

MULTI-FAMILY

BUILDING

MULTI-FAMILY

BUILDING

SINGLE FAMILY

MERCADO WAY

SHORE DRIVE

DE ROME DRIVE

PERLO DRIVE

BERNARD DRIVE

FACCHINO WAY

WETLAND / POND

SHORE DRIVE
SDMH
RIM 81.0±
INV 74.7 IN (NE)

EX INV 74.7± OUT ~ EX 24" (SW)
SDMH
RIM 82.0
INV 75.5 THRU (W-NW)
SDMH
RIM 83.2
INV 79.2 IN (NW)
INV 76.7 THRU (SE-SW)
SDMH
RIM 83.6
INV 78.7 THRU (W-NW)
SDFI
RIM 82.0
INV 77.5 OUT

EX SDMH

EX RIM 81.3±
EX 76.0± IN ~ EX 8" (SE)
INV 75.5 IN (NE)

EX INV 75.4± OUT ~ EX 15" (SW)
SDFI
RIM 81.9
INV 78.2 OUT
SDMH
RIM 82.9
INV 76.9 OUT
SDMH
RIM 80.7
INV 76.3 THRU (NE-SE)
SDMH
RIM 83.0
INV 79.1 THRU (SE-SW)
SDFI
TG 83.5
INV 79.7 THRU (NW-SW)
SDMH
RIM 82.0
INV 77.7 IN (SE)
INV 77.7 THRU (NE-SW)
SDMH
RIM 81.5
INV 77.9 OUT
SDFI
TG 83.3
INV 80.8 OUT
SDFI
TG 83.4
INV 81.1 OUT
SD

EX RESIDENTIAL
SS

PERLO DRIVE

EX SSMH

EX RIM 79.8±
INV 73.9 IN (NE)

EX INV 73.8± OUT ~ EX 6" (SW)
SSMH
RIM 80.4
INV 74.5 THRU (NE-SW)
SSMH
RIM 80.1
INV 73.4 OUT
SSMH
RIM 81.8
INV 75.8 THRU (N, NE, & SW)
SSMH
RIM 82.7
INV 77.2 OUT

EX SSMH

EX RIM 81.1±
INV 72.0 IN (NE)

EX INV 71.9 OUT ~ EX 8" (SW)
SSMH
RIM 81.0
INV 72.7 IN (SE)
INV 72.6 THRU (NW-S)
SSMH
RIM 81.7
INV 75.1 OUT
SSMH
RIM 82.8
INV 76.8 THRU (NW & SW)

EX SSMH

EX RIM 81.2±

EX INV 74.4± IN ~ EX 8" (SE)
INV 73.0 IN (NE)

EX INV 72.9± OUT ~ EX 8" (SW)
SSMH
RIM 81.8
INV 73.4 THRU
SSMH
RIM 82.8
INV 74.4 OUT
SD
SDMH
RIM 81.4
INV 75.1 THRU
SDMH
RIM 80.9
INV 75.2 THRU (NW-S)
SSMH
RIM 81.3
INV 72.4 THRU (N-SW)
SDMH
RIM 80.1
INV 76.0 THRU (NE-SE)
SDMH
RIM 81.8
INV 78.0 THRU (NE-SW)
SDMH
RIM 83.3
INV 79.4 THRU (NW-SE)
SDFI
TG 83.1
INV 79.9 THRU (N-S)
SDFI
TG 83.1
INV 79.5 THRU (N-S)
SDMH
RIM 83.1
INV 77.5 THRU (SE-NW)
SDMH
RIM 83.3
INV 78.4 THRU (SE-NW)
SDFI
TG 83.5
INV 80.7 THRU (NW-SE)
SDFI
TG 81.3
INV 76.1 THRU (NW-SE)
SDFI
TG 81.7
INV 76.8 THRU (NW-SE)
SSCO
RIM 81.4
INV 73.0 THRU (NE-SW)
SDMH
RIM 82.5
INV 76.6 THRU (NE-SW)
SDMH
RIM 81.8
INV 75.9 THRU (SE, NE-SW)
SDFI
RIM 81.8
INV 77.0 OUT

SS STUB
INV 73.5 (OUT)
SSMH
RIM 82.4
INV 74.1 THRU
SSMH
RIM 83.4
INV 77.0 OUT

EXISTING

RESIDENTIAL
SDMH
RIM 80.9
INV 75.5 THRU (NE-SW)
SDMH
RIM 81.5
INV 75.6 THRU (NE-SW)
SD
SDFI
TG 83.2
INV 80.3 THRU (N-S)

SS STUB
INV 74.5 (OUT)
SDCO
RIM 83.6
INV 79.5 OUT
XXX

SWENSON
Scale:

Date:

Job #:

Sheet
Drawn by:

Consultant:

Agency Approval: PLANNING FILE: PD25-008
C4.0
PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025 1655 BERRYESSA RD, SAN JOSE, CA 95131 BERRYESSA FAMILY APTS. 06/11/25
5221.40
# Description Date
1570 Oakland Road (408) 487-2200
San Jose, CA 95131 HMHca.com
S:\PROJECTS\522140\PL\PERMIT\522140UT.DWG
PLOTTED: 6/10/2025 4:58 PM
1 INCH = 50 FEET
0 25 50 100

UTILITY PLAN
1" = 50'
AV

LEGEND PROPOSED

WATER MAIN

FIRE WATER

WATER VALVE

ELECTROLIER

PROJECT BOUNDARY

CURB AND GUTTER

EASEMENT

SANITARY SEWER

PROPERTY LINE

SIDEWALK

STORM DRAIN LINE

RIGHT OF WAY

FIRE HYDRANTS

EXISTING

SANITARY SEWER CLEAN OUT
SS
SD

STORM DRAIN BUBBLER

STORM DRAIN DRAINAGE INLET
W
F

BACK FLOW PREVENTER

UTILITY POLE

OVERHEAD ELECTRICAL WIRE

PULLBOX

ROOF DOWNSPOUT

SANITARY SEWER MANHOLE

STORM DRAIN MANHOLE

WATER MONITORING WELL

WATER METER

STORM DRAIN CURB INLET
BBQ
BBQ
TR
TR
TR
WF
WF
BBQ
BBQ

BBQ BBQ
WF

TR TR TR
TR
TR
TR
IA M
TR
DRIVE
THRU

AIR & WATER
9-MPD (3 X 3)
GATE
GATE
PAVED

PARKING

77.6CB
TC XXX.XX
TC 76.83
HP
ER
TC 84.03
HP
TC 77.97
ER
TC 79.61
LP
TC 77.39
LP
TC 77.17
CB
TC 77.88
HP
TC 78.43
LP
TC 77.07
DMA 1
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
TC 76.78
LP
HP
TC 78.47
LP
TC 76.54
LP
TC 75.83
LP
TC 77.61
HP
TC 77.95
TC 79.02
HP LP
TC 78.41 HP
TC 79.47
LP
TC 79.22
LP
TC 78.53
HP
TC 78.93
TC 79.38
ER ER
TC 78.10
HP
TC 80.41
ER
TC 79.79
1 ASSUME RUNS STARTS -36"BFF 360FT RUN @1/8"/FT = -45" I.E.=77.55 I.E. @ STREET 74.5 1 SERVICE 6" WATER
OTIS GEN 2 3500
OTIS GEN 2 3500
22°30'0"'
TC 80.74
TC 81.34
STOP
STOP
1 INCH = 120 FEET
0 60 120 240

PROJECT BOUNDARY
LEGEND

PUBLIC REGIONAL STORMWATER QUALITY
FACILITY* (SEE SECTION DETAILS, SIZING
CALCULATIONS, SHEETS 5.1 AND 5.2)
*SIZE OF THE REGIONAL BIOTREATMENT FACILITY DEPICTED ON THIS PLAN IS APPROXIMATE - ACTUAL SIZE AND DIMENSIONS MAY VARY.

DRAINAGE MANAGEMENT AREA

EXISTING OUTFALL

TO COYOTE CREEK

DIVERSION MANHOLE /

SUBMERGED PUMP & FORCE MAIN

BERRYESSA ROAD

SIERRA ROAD

BIOTREATMENT CELL

DETENTION BASIN
(STORAGE & PRE-TREATMENT)

MERCADO
PARK
BLOCK 1 BLOCK 2
BLOCK 3 BLOCK 4 BLOCK 5 BLOCK 6
BLOCK 7
BLOCK 8

COMMERCIAL

BRUZZONE
PARK

DIVERSION MANHOLE /

SUBMERGED PUMP &

FORCE MAIN

COYOTE CREEK TRAIL A
TC 77.68
B
BLOCK 9 BLOCK 10
BLOCK 11
HP

DE ROME DRIVE

MERCADO WAY MERCADO WAY

MERCADO WAY

GIACOMO LANE

SHORE DR

BRUZZONE WAY
BLOCK 162

FACCHINO

PROPERTY

WHEELHOUSE ROAD

SIERRA ROAD

EAGLE WAY

MC NEAL ST

BIOTREATMENT SOIL REQUIREMENTS
· BIORETENTION SOIL MIX SHALL MEET THE

REQUIREMENTS AS OUTLINED IN APPENDIX C OF
THE C.3 STORM WATER HANDBOOK AND SHALL

BE A MIXTURE OF FINE SAND AND COMPOST
MEASURED ON A VOLUME BASIS OF 60-70% SAND
AND 30-40% COMPOST. CONTRACTOR TO REFER

TO APPENDIX C FOR SAND AND COMPOST
MATERIAL SPECIFICATIONS. CONTRACTOR MAY
OBTAIN A COPY OF THE C3 HANDBOOK AT :

HTTP://WWW.SANJOSECA.GOV/INDEX.ASPX?NID=1761
· PRIOR TO ORDERING THE BIOTREATMENT SOIL

MIX OR DELIVERY TO THE PROJECT SITE,

CONTRACTOR SHALL PROVIDE A BIOTREATMENT

SOIL MIX SPECIFICATION CHECKLIST, COMPLETED

BY THE SOIL MIX SUPPLIER AND CERTIFIED
TESTING LAB.

1. SEE GRADING PLAN FOR BASIN FOOTPRINT AND DESIGN
ELEVATIONS.

2. PLACE 3 INCHES OF COMPOSTED, NON-FLOATABLE MULCH IN
AREAS BETWEEN STORMWATER PLANTINGS.

3. SEE LANDSCAPE PLAN FOR MULCH, PLANT MATERIALS AND

IRRIGATION REQUIREMENTS

4. CURB CUTS SHALL BE A MINIMUM 18" WIDE AND SPACED AT
MAXIMUM 10' O.C. INTERVALS AND SLOPED TO DIRECT
STORMWATER TO DRAIN INTO THE BASIN. CURB CUTS SHALL ALSO NOT BE PLACED INLINE WITH OVERFLOW CATCH BASIN. SEE
GRADING PLAN FOR MORE DETAIL ON LOCATIONS OF CURB CUTS.

5. A MINIMUM 0.2' DROP BETWEEN STORM WATER ENTRY POINT (I.E.

CURB OPENING, FLUSH CURB, ETC.) AND ADJACENT LANDSCAPE
FINISHED GRADE.

6. DO NOT COMPACT NATIVE SOIL / SUBGRADE AT BOTTOM OF BASIN.

LOOSEN SOIL TO 12" DEPTH.

BIORETENTION & FLOW-THROUGH
PLANTER NOTES:

1. SOILS TYPE: SILT LOAM

2. GROUND WATER DEPTH: 0'-10'

3. NAME OF RECEIVING BODY: COYOTE CREEK

4. FLOOD ZONE: D, AH, AE

5. FLOOD ELEVATION (IF APPLICABLE): UNKNOWN, 82', 71'-74' TCM 1
DMA 1
PROJECT SITE INFORMATION:

COYOTE CREEK

NOT TO SCALE

5.2 A

5.2 5.2

5.2B

PERLO DRIVE

BERNARD DRIVE

SWENSON
Scale:

Date:

Job #:

Sheet
Drawn by:

Consultant:

Agency Approval: PLANNING FILE: PD25-008
C5.0
PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025 1655 BERRYESSA RD, SAN JOSE, CA 95131 BERRYESSA FAMILY APTS. 06/11/25
5221.40
# Description Date
1570 Oakland Road (408) 487-2200
San Jose, CA 95131 HMHca.com
S:\PROJECTS\522140\PL\PERMIT\522140SW.DWG
PLOTTED: 6/10/2025 4:49 PM
BLOCK "I"

SHORE DR
RH

STORMWATER CONTROL PLAN
PAVED

PARKING
60 65
70 75
80 60
60 60
65 65
70 75
80 75
75 80
80 85
85 75
75 80
80 75
80 7075
8 657075
80 70
75 80
657075
75 80
75 75
80 IA R
IA R
P P
X

P P P P P P P

P P P P P
G.W. G.W.

S.S.

FIRE
S.S. S.S.

WATER WATER

FIRE FIRE
WATER S.S. G.W. S.S. G.W. S.S. G.W. S.S. G.W. S.S. G.W. S.S. G.W. S.S. G.W. S.S. G.W. S.S. G.W. S.S. G.W. S.S. G.W. S.S. G.W. S.S. G.W. S.S. G.W. S.S. G.W. S.S. G.W. S.S. G.W.

S.S. G.W. S.S. G.W. S.S. G.W. S.S. G.W. S.S. G.W. S.S. G.W. S.S. G.W. S.S. G.W. S.S. G.W. S.S. G.W. S.S. G.W. S.S. G.W. S.S. G.W. S.S. G.W. S.S. G.I. S.S. G.I.

S.S. G.W. S.S. G.W. S.S. G.W. S.S. G.W. S.S. G.W. S.S. G.W. S.S. G.W. S.S. G.W. S.S. G.W.

GEN
G.W. G.W. G.W. G.W. G.W. G.W. G.W. G.W. G.W. G.W. G.W. G.W. G.W. G.W.

G.W. G.W. G.W.

T
T
T
T
T
T
PICNIC

TABLE RC TR
BBQ
BBQ
PICNIC
TABLE

PICNIC TABLE
PICNIC

TABLE RC
BBQTR

BBQ RC TRRC TR
BENCH
BENCH
BENCH
BENCH
BENCH

BENCH WF
1 ASSUME RUNS STARTS -36"BFF 360FT RUN @1/8"/FT = -45" I.E.=77.55 I.E. @ STREET 74.5 1 SERVICE
6" WATER
1 1
2 2
3 3
4 4
5 5
6 6 B1 B1
7 7
8 8
9 9 10 10 11 11
12 12 13 13 14 14 15
15 B2 B2
B3
B3 B4 B4
B5 B5 B6 B6 B7 B7 B8
B8 B9 B9
B10
B10
B11 B11
B12
B12
B13
B13 B14
B14 B15 B15
A
A
B
B
C
C
D
D
E
E
F
F G G
H H
J
J K K BA BA BB BB BC BC BD BD BE BE 16 16
17 17
18 18
19 1920
20 STOP
STOP

BERRYESSA ROAD
MERCADO PARK BLOCK 162

COMMERCIAL SITE

BIORETENTION AREA

DETENTION BASIN
BLOCK 1 BLOCK 2
BLOCK 3 BLOCK 4 BLOCK 5
BLOCK 6
BLOCK 7
BLOCK 8
BLOCK 9 BLOCK 10 BLOCK 11

COYOTE CREEK

BRUZZONE PARK

FACCHINO PROPERTY

BLOCK I

DRAINAGE BOUNDARY
LEGEND

PERVIOUS AREA

IMPERVIOUS AREA
1 INCH = 120 FEET
0 60 120 240

NOT TO SCALE

SWENSON
Scale:

Date:

Job #:

Sheet
Drawn by:

Consultant:

Agency Approval: PLANNING FILE: PD25-008
C5.1
PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025 1655 BERRYESSA RD, SAN JOSE, CA 95131 BERRYESSA FAMILY APTS. 06/11/25
5221.40
# Description Date
1570 Oakland Road (408) 487-2200
San Jose, CA 95131 HMHca.com S:\PROJECTS\522140\PL\PERMIT\522140SW-2.DWG PLOTTED: 6/10/2025 3:55 PM

RH STORMWATER CONTROL PLAN

EXISTING RIPARIAN APPROXIMATE CREEK C/L

DETENTION BASIN EXISTING PROPERTY BOUNDARY

FUTURE SCVWD

FLOOD WALL

PROJECT BY OTHERS

APPROXIMATE
ELEVATION 74±
8'-0" COYOTE

CREEK MULTI-USE
TRAIL

COMMERCIAL

MIXED-USE DEVELOPMENT

PUBLIC FORCE MAIN

CORRIDOR (RHC)
±114' EXISTING COYOTE CREEK CORRIDOR ±100' RIPARIAN SETBACK ±45' FRONTAGE ROADWAY 3:1 SLOPE
3:1 SLOPE

PROPOSED PUBLIC DETENTION BASIN

EXISTING STORM

DRAIN OUTFALL

BIOTREATMENT CELL AREA

BIOTREATMENT CELL

OVERFLOW PIPE

PROPOSED STORM

FORCE MAIN
(STORAGE OF WATER QUALITY VOLUME)

SUBDRAIN
TABLE 1

ROUTINE MAINTENANCE ACTIVITIES FOR BIORETENTION AREAS
NO. MAINTENANCE TASK FREQUENCY OF TASK
1 REMOVE OBSTRUCTIONS, WEEDS, DEBRIS AND TRASH FROM BIORETENTION AREA AND ITS INLETS AND OUTLETS; AND DISPOSE OF PROPERLY.

QUARTERLY, OR AS NEEDED

AFTER STORM EVENTS
2 INSPECT BIORETENTION AREA FOR STANDING WATER. IF STANDING WATER DOES NOT DRAIN WITHIN 2-3 DAYS, TILL AND REPLACE THE SURFACE BIOTREATMENT SOIL WITH THE APPROVED SOIL MIX AND REPLANT.

QUARTERLY, OR AS NEEDED

AFTER STORM EVENTS
3 CHECK UNDERDRAINS FOR CLOGGING. USE THE CLEANOUT RISER TO CLEAN ANY CLOGGED UNDERDRAINS.

QUARTERLY, OR AS NEEDED

AFTER STORM EVENTS
4 MAINTAIN THE IRRIGATION SYSTEM AND ENSURE THAT PLANTS ARE RECEIVING THE CORRECT AMOUNT OF WATER (IF APPLICABLE). QUARTERLY
5 ENSURE THAT THE VEGETATION IS HEALTHY AND DENSE ENOUGH TO PROVIDE FILTERING AND PROTECT SOILS FROM EROSION. PRUNE AND WEED THE BIORETENTION AREA. REMOVE AND/OR REPLACE ANY DEAD PLANTS.

ANNUALLY, BEFORE THE WET

SEASON BEGINS
6 USE COMPOST AND OTHER NATURAL SOIL AMENDMENTS AND FERTILIZERS

INSTEAD OF SYNTHETIC FERTILIZERS, ESPECIALLY IF THE SYSTEM USES AN UNDERDRAIN.

ANNUALLY, BEFORE THE WET

SEASON BEGINS
7 CHECK THAT MULCH IS AT APPROPRIATE DEPTH (2 - 3 INCHES PER SOIL SPECIFICATIONS) AND REPLENISH AS NECESSARY BEFORE WET SEASON BEGINS.

IT IS RECOMMENDED THAT 2” – 3” OF ARBOR MULCH BE REAPPLIED EVERY YEAR.

ANNUALLY, BEFORE THE WET

SEASON BEGINS
8 INSPECT THE ENERGY DISSIPATION AT THE INLET TO ENSURE IT IS FUNCTIONING ADEQUATELY, AND THAT THERE IS NO SCOUR OF THE SURFACE MULCH. REMOVE ACCUMULATED SEDIMENT.

ANNUALLY, BEFORE THE WET

SEASON BEGINS
9 INSPECT OVERFLOW PIPE TO ENSURE THAT IT CAN SAFELY CONVEY EXCESS FLOWS TO A STORM DRAIN. REPAIR OR REPLACE DAMAGED PIPING.

ANNUALLY, BEFORE THE WET

SEASON BEGINS
10 REPLACE BIOTREATMENT SOIL AND MULCH, IF NEEDED. CHECK FOR STANDING WATER, STRUCTURAL FAILURE AND CLOGGED OVERFLOWS. REMOVE TRASH AND DEBRIS. REPLACE DEAD PLANTS.
11 INSPECT BIORETENTION AREA USING THE ATTACHED INSPECTION CHECKLIST. ANNUALLY, BEFORE THE WET SEASON

SECTION A-A
NTS

SECTION B-B
NTS
TABLE 2

ROUTINE MAINTENANCE ACTIVITIES FOR EXTENDED DETENTION BASINS NO. MAINTENANCE TASK FREQUENCY OF TASK
1 EVALUATE THE HEALTH OF VEGETATION AND REMOVE AND REPLACE ANY DEAD OR DYING PLANTS. TWICE A YEAR
2 TRIM VEGETATION AT BEGINNING AND END OF WET SEASON. TWICE A YEAR 3 INSPECT VEGETATION TO PREVENT ESTABLISHMENT OF WOODY VEGETATION AND FOR AESTHETICS AND MOSQUITO CONTROL. MONTHLY
4 HARVEST VEGETATION ANNUALLY, DURING THE SUMMER ANNUALLY 5 EXAMINE THE OUTLET, EMBANKMENTS, DIKES, BERMS, AND SIDE SLOPES FOR STRUCTURAL INTEGRITY AND SIGNS OF EROSION OR RODENT BURROWS. FILL IN ANY HOLES DETECTED IN THE SIDE SLOPES.

TWICE A YEAR
6 INSPECT INLETS, OUTLETS AND OVERFLOW STRUCTURES TO ENSURE THAT PIPING IS INTACT AND NOT PLUGGED. REMOVE ANY ACCUMULATED SEDIMENT AND DEBRIS. ENSURE THAT ENERGY DISSIPATION IS FUNCTIONING ADEQUATELY.

TWICE A YEAR
7 INSPECT FOR STANDING WATER AND CORRECT ANY PROBLEMS THAT PREVENT THE BASIN FROM DRAINING AS DESIGNED. TWICE A YEAR
8 CONFIRM THAT ANY FENCES AROUND THE FACILITY ARE SECURE TWICE A YEAR 9 REMOVE SEDIMENT FROM FOREBAY WHEN THE SEDIMENT LEVEL REACHES THE

LEVEL SHOWN ON THE FIXED VERTICAL SEDIMENT MARKER AND DISPOSE OF SEDIMENT PROPERLY.

AS NEEDED
10 REMOVE ACCUMULATED SEDIMENT FROM THE DETENTION BASIN AND REGRADE WHEN THE ACCUMULATED SEDIMENT VOLUME EXCEEDS 10% OF BASIN VOLUME AND DISPOSE OF SEDIMENT PROPERLY.

EVERY 10 YEARS, OR AS NEEDED
11 REMOVE ACCUMULATED TRASH AND DEBRIS FROM THE EXTENDED DETENTION BASIN AND DISPOSE OF PROPERLY. TWICE A YEAR
12 INSPECT EXTENDED DETENTION BASIN USING THE ATTACHED INSPECTION CHECKLIST. QUARTERLY, OR AS NEEDED

1. CONNECT THE FOLLOWING FEATURES TO SANITARY SEWER:
a. COVERED TRASH/ RECYCLING ENCLOSURES.
b. INTERIOR PARKING STRUCTURES.
c. WASH AREA/ RACKS.
d. COVERED LOADING DOCKS AND MAINTENANCE BAYS.

2. SERVICE STATIONS/ FUELING AREAS (MUST INCLUDE ALL FOUR BELOW):
a. GRADE FUELING AREAS TO PREVENT PONDING.
b. USE CONCRETE FOR THE FUEL AREA SURFACE.
c. SEPARATE THE FUELING AREA FROM THE REST OF THE SITE BY A GRADE BREAKS THAT PREVENT RUN-ON.
d. COVER THE FUELING AREAS WITH A CANOPY EXTENDING A
MINIMUM OF TEN FEET FROM EACH PUMP.

4. BENEFICIAL LANDSCAPING.

5. USE OF WATER EFFICIENT IRRIGATION SYSTEMS.

6. MAINTENANCE (PAVEMENT SWEEPING, CATCH BASIN CLEANING, GOOD HOUSEKEEPING).

7. STORM DRAIN LABELING.

1. PROTECT EXISTING TREES, VEGETATION, AND SOIL.

2. PRESERVE OPEN SPACE AND NATURAL DRAINAGE
PATTERNS.

3. REDUCE EXISTING IMPERVIOUS SURFACES.

4. CREATE NEW PERVIOUS AREAS:

5. LANDSCAPING
a. PARKING STALLS.
b. WALKWAYS AND PATIOS.
c. EMERGENCY VEHICLE ACCESS.
d. PRIVATE STREETS AND SIDEWALKS.

6. DIRECT RUNOFF FROM ROOFS, SIDEWALKS, PATIOS TO
LANDSCAPED AREAS.

7. CLUSTER STRUCTURES/PAVEMENT.

8. PLANT TREES ADJACENT TO AND IN PARKING AREAS AND
ADJACENT TO OTHER IMPERVIOUS AREAS.

9. PARKING:
a. ON TOP OF OR UNDER BUILDINGS.
b. NOT PROVIDED IN EXCESS OF CODE.

10. PROTECTED RIPARIAN AND WETLAND AREAS/ BUFFERS.

OTHER:

SITE DESIGN MEASURES

SOURCE CONTROL MEASURES

OPERATION AND MAINTENANCE
INFORMATION:

I. PROPERTY INFORMATION:

I.A. PROPERTY ADDRESS:

MULTIPLE ADDRESS

I.B. PROPERTY OWNER:

MULTIPLE OWNERS
II. RESPONSIBLE PARTY FOR MAINTENANCE:

II.A. CONTACT:

CITY OF SAN JOSE
II.B. PHONE NUMBER OF CONTACT:
408-535-3500
II.C. EMAIL:

II.D. ADDRESS:
200 E. SANTA CLARA STREET
SAN JOSE, CA 95113 1
N.T.S.
1 SIDE SLOPE
3 MAX.

SLOPE VARIES
SIZING METHOD:

FLOW-COMBO

BIORETENTION BASIN W/ LINER
12" MIN. OF CLASS II PERMEABLE
ROCK PER CALTRANS SPECS.

ROCK SECTION TO INCREASE IF

PERFORATED PIPE REACHES
BOTTOM OF 12" SECTION

PERFORATED PIPE (SLOPE AT

0.50% MIN) W/ PERFORATIONS
DOWN. SEE PLAN FOR LENGTH
AND LOCATION.

IMPERMEABLE LINER

SOLID OVERFLOW PIPE

NATIVE MATERIAL

PLACE GEOTEXTILE BETWEEN COBBLES &

NATIVE SOIL FOR EROSION CONTROL

CURB OPENING
(SEE DETAIL AND

PLAN FOR LOCATION)
PLACE 4" MIN. DIA. APPROVED COBBLE 0.2'

BELOW CURB OPENINGS FOR DISTANCE
CHRISTY V12 OF 2' EITHER SIDE OF CURB OPENINGS

OR APPROVED

EQUAL OVERFLOW

RISER W/ GRATE

CLEANOUT

W/ CAP AT

FINISH GRADE

IF NATIVE MATERIAL IS USED FOR

SIDESLOPE, RELATIVE COMPACTION OF

SUBGRADE TO BE SIMILAR TO ADJOINING

NATIVE SOILS

BIO-TREATMENT

SOIL MIX (BSM)
PER SPECS. 18" (BSM) 12" MIN.

RISER HEIGHT

SEE TCM
TABLE
8"
MIN.

0.2'

SEE PLAN

SWENSON
Scale:

Date:

Job #:

Sheet
Drawn by:

Consultant:

Agency Approval: PLANNING FILE: PD25-008
C5.2
PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025 1655 BERRYESSA RD, SAN JOSE, CA 95131 BERRYESSA FAMILY APTS. 06/11/25
5221.40
# Description Date
1570 Oakland Road (408) 487-2200
San Jose, CA 95131 HMHca.com S:\PROJECTS\522140\PL\PERMIT\522140SW.DWG PLOTTED: 6/10/2025 3:58 PM STORMWATER CONTROL PLAN

NOT TO SCALE
RH
1 360FT RUN @1/8"/FT = -45" ASSUME RUNS STARTS -36"BFF
I.E.=77.55 I.E. @ STREET 74.5
1 6" WATER

SERVICE
D.S.

D.S.

D.S. D.S.

D.S.D.S.

D.S.

D.S.D.S.

D.S.

OTIS GEN 2 3500 OTIS GEN 2 3500
FD

BUILDING C
PLAN 1 PLAN 3

BUILDING D
PLAN 3 PLAN 2

BUILDING C
PLAN 1 PLAN 3
PLAN 3
PLAN 3 PLAN 2

BUILDING F
PLAN 3
PLAN 3 PLAN 2

BUILDING F

BUILDING E
PLAN 3 PLAN 2 PLAN 1

BUILDING E
PLAN 3 PLAN 2 PLAN 1
W
W
W
W
W
W
W
W
W

W W W W W W W W W W

W W W W W W W W W W
W
W
W

W W W W W
W

W W W W W
W W W

W W W W W W W W W W
W

SHORE DRIVE (P)

BERNARD DRIVE (P)
KREBS
COURT

ASCHAUER
COURT

SHORE DRIVE (E)

MERCADO DRIVE (E)

DE ROME DRIVE (E)
BLOCK D/H (PD25-008)
TYPE IA: 73,902 SF
TYPE IIIA: 275,308 SF
OCCUPANCY: A-3, B, R-2, S-2
66'4" TO ROOF
14,394 SF, TYPE VB, R-2

OPEN SPACE
13,392 SF, TYPE VB, R-2 14,394 SF, TYPE VB, R-2
BLOCK C (PD21-009)

STOP STOP STOP STOP

EXISTING

RESIDENTIAL

EXISTING

RESIDENTIAL
8 UNITS
TYPE VB, R-2
14,394 SF
8 UNITS
TYPE VB, R-2
13,392 SF
8 UNITS
TYPE VB, R-2
13,392 SF
3 UNITS
TYPE VB, R-2
5,580 SF
R30' R30'
8 UNITS
TYPE VB, R-2
14,394 SF
8 UNITS
TYPE VB, R-2
14,394 SF
8 UNITS
TYPE VB, R-2
13,392 SF
8 UNITS
TYPE VB, R-2
13,392 SF
3 UNITS
TYPE VB, R-2
5,580 SF

LANDS OF VTA
SEE BLOCK "I" (H24-017) FIRE ACCESS PLAN

BLOCK F/G
TYPE IA: 123,932 SF
TYPE IIIA: 424,230 SF
65' TO ROOF
BLOCK B (PD21-009):
2256-2588 SF, TYPE VB
BLOCK A (PD21-009):
2256-2588 SF, TYPE VB

FACCHINO WAY - PRIVATE STREET (P)

PRIVATE STREET (P)
PERLO DRIVE (P) PERLO DRIVE (P) BERRYESS ROAD (E) 36'
28'
30'
28'
26'
36'
20' EAE (P)
239.19' 71.04'
102.52'
190.73'
187.18'
114.92'

78.56'
176.53'

75.6'
124.3'
136.6'
70'
160.56' 240' 153.16'
214.61'
347.33'
248.49'
111.13'
245'
116.54'
349.7'
156.03'
139.18'

PROPOSED FDC

PROPOSED
FDC
LEGEND

PROJECT BOUNDARY

PROPERTY LINE

EASEMENT

RIGHT-OF-WAY
150' MAX HOSE PULL

WATER LINE (E)

FIRE WATER LINE F F F

WATER LINE (P)

FIRE HYDRANT (E)

FIRE HYDRANT (P)

FIRE DEPARTMENT CONNECTION
RED CURB ("FIRE LANE-NO PARKING")
30'/50' TURNING RADIUS
FIRE

BLOCK F/G
PERCENTAGE OF BUILDING:

IA (GARAGE-OH)= 123,932 / 548,162 X 100= 22.6%
IIIA (RESIDENTIAL- LH)= 424,230 /548,162 X 100 = 77.4%
FIRE FLOW PER CONSTRUCTION TYPE IS TYPE IA (OH) AT 548,162 SQUARE FEET = 6000 (25% REDUCTION ALLOWED BY SJFD FOR OH) = 4,500 GPM
TYPE IIIA (LH) AT 548,162 SQUARE FEET = 6,000 GPM (50% REDUCTION ALLOWED BY SJFD FOR LH) = 3,000 PGM
THEREFOR .226 (4,500 GPM) + .774 (3,000 GPM) = 3,339 GPM = APPROXIMATELY 3,500 GPM (ROUND UP BASED ON SJFD FIRE FLOW POLICY) IS THE REQUIRED FIRE FLOW FOR THIS PROJECT.

HOWEVER: THE FIRE FLOW DURATION, HYDRANT LOCATIONS AND DISTRIBUTION ARE TO BE BASED ON THE FULL FIRE FLOW REQUIRED BY TABLE B105.1(3) FROM SJMUNI CODE 17.12 PART

13. THEREFOR .226 (6,000 GPM) + .774 (6,000 GPM) = 6,000 GPM BASED UPON 6,000 GPM FORE FLOW (BASED ON NON-SPRINKLED FIRE FLOW VALUE) FROM TABLE B105.1(3) FROM SJMUNI CODE 17.12 PART 13, THERE NEEDS TO BE A MINIMUM OF 6 HYDRANTS WITH AN AVERAGE SPACING OF 250 FT FOR THE DURATION OF 4 HOURS. THE FRONTAGE DISTANCE BASED ON THE 6,000 GPM FLOW REQUIREMENT IS 150 FEET. ALTHOUGH ONLY 3,500

GPM IS BEING REQUIRED, EACH (ANY) HYDRANT SHALL BE CAPABLE OF DELIVERING AT LEAST 1,000 GPM AT 20 PSI ON ITS OWN.

BLOCK I
5,580-14,394 SF TOWNHOMES, TYPE VB
2,438 GPM REQUIRED, 3 HYDRANTS @400' SPACING

SWENSON
Scale:

Date:

Job #:

Sheet
Drawn by:

Consultant:

Agency Approval: PLANNING FILE: PD25-008
C6.0
PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025 1655 BERRYESSA RD, SAN JOSE, CA 95131 BERRYESSA FAMILY APTS. 06/11/25
5221.40
# Description Date
1570 Oakland Road (408) 487-2200
San Jose, CA 95131 HMHca.com
S:\PROJECTS\522140\PL\PERMIT\20250609 522140FA MASTER EXHIBIT.DWG PLOTTED: 6/10/2025 3:47 PM

FIRE ACCESS PLAN
1 INCH = 50 FEET
0 25 50 100

AERIAL ACCESS

1. FIRE ACCESS SHALL HAVE AN APPROVED ALL WEATHER SURFACE.

2. FIRE ACCESS SHALL BE AT LEAST 20 FEET WIDE.

3. FIRE ACCESS SHALL HAVE A MINIMUM OF 13 FEET 6 INCHES VERTICAL CLEARANCE.

4. INSIDE TURNING RADIUS OF FIRE ACCESS SHALL BE 30 FEET MINIMUM.

OUTSIDE TURNING RADIUS SHALL BE 50 FEET MINIMUM.

5. THE MAXIMUM GRADE OF THE FIRE ACCESS SHALL BE 10%.

6. ROADS AND AVENUES THAT ARE 20 TO LESS THAN 26 FEET WIDE,

MEASURED FACE-OF-CURB TO FACE-OF-CURB, SHALL HAVE CURBS ON BOTH SIDES PAINTED AND MARKED.

7. ROADS AND AVENUES 26 TO LESS THAN 32 FEET WIDE, MEASURED

FACE-OF-CURB TO FACE-OF-CURB, SHALL HAVE ONE CURB PAINTED AND MARKED.

NOTES
1 360FT RUN @1/8"/FT = -45" ASSUME RUNS STARTS -36"BFF I.E.=77.55 I.E. @ STREET 74.5 1 6" WATER SERVICE OTIS GEN 2 3500 OTIS GEN 2 3500 STOP STOP 3596 3597 3598 3599 3605 3604 3593 3615 3607 3606 3600 3601 3602 3603 ( In Feet ) 1 inch = 50 feet GRAPHIC SCALE 50 0 25 50 100 200 TREE REMOVAL PLAN SWENSON Scale: Date: Job #: Sheet Drawn by: COPYRIGHT C 2025 Revision Schedule: Consultant: Agency Approval:

PLANNING FILE: PD25-008 L5.01 PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025 1655 BERRYESSA RD, SAN JOSE, CA 95131
BERRYESSA FAMILY APTS. 06/11/25 5221.40 # Description Date 1570 Oakland Road (408) 487-2200 San Jose, CA 95131 HMHca.com S:\PROJECTS\522100\LA\PLANNING\WETLAND\522100-WETLAND-TEMP.DWG PLOTTED: 6/11/2025 9:01 AM TREE TO BE REMOVED TREE REMOVAL LEGEND DESCRIPTION SYMBOL SEE ENLARGEMENT OF WETLAND AND FUTURE PUBLIC PARK ON SHEET L5.02 NOTES: 1. SEE SHEET L5.01 FOR TREE REMOVAL PLAN. 2. SEE SHEET L5.02 FOR CONCEPTUAL LANDSCAPE PLAN. 3. SEE SHEET L5.03 FOR PLANTING LEGEND AND NOTES. 4. SEE SHEET L5.04 FOR CONCEPT IMAGERY. 5. SEE SHEET L5.05 FOR LANDSCAPE DETAILS. 6. SEE SHEET L5.06 FOR HYDROZONE PLAN. 7. SEE SHEET L5.07-L5.08 FOR IRRIGATION DETAILS. 8. SEE SHEET L5.09 FOR ILLUSTRATIVE WETLAND SECTIONS. EXISTING RESIDENTIAL EXISTING RESIDENTIAL APPROVED RESIDENTIAL OPEN SPACE + MITIGATION BASIN COMMERCIAL BUILDING EVAE BART TRACKS

BLOCK A
SINGLE FAMILY BLOCK F + G MULTI-FAMILY BLOCK D + H MULTI-FAMILY AFFORDABLE FUTURE PUBLIC PARK BLOCK C TOWNHOMES BLOCK B SINGLE FAMILY ROBERT DRIVE BERNARD DRIVE SHORE DRIVE ROBERT DRIVE FACCHINO WAY PROPOSED TREES BERRYESSA ROAD 1" = 20' JN 5:1 - 15 GALLON 3:1 - 15 GALLON TOTAL NATIVE 1:1 - 15 GALLON TREES TO BE REMOVED REPLACEMENT QTY RATIO-SIZE 000 QUANTITY REQUIRED 000 4:1 - 15 GALLON 2:1 - 15 GALLON TOTAL NON-NATIVE 1:1 - 15 GALLON TREES TO BE REMOVED 095 01820 38" < CIR. ON-SITE TREE REMOVAL TABLE CBH < 18" CIR. 18"-38" CIR. · IF QUANTITY OF PROPOSED TREES ARE NOT EQUAL TO OR GREATER THAN REQUIRED TREES, THE PROJECT IS SUBJECT TO MITIGATION FEES PER CITY OF SAN JOSE POLICY. · ORDINANCE TREE HAS A CIRCUMFRENCE BREAST HEIGHT (CBH) OF 18 INCHES OR GREATER. BREAST HEIGHT IS 4'-6" ABOVE GRADE ON THE UPHILL SIDE OF TREE. · SEE THE ARBORIST INVENTORY DATED 10/29/2018 FOR ADDITIONAL INFORMATION. · THE SIZE OF A 15-GALLON REPLACEMENT TREE CAN BE INCREASED TO 24-INCH BOX AND COUNT AS TWO REPLACEMENT TREES. · TREE REPLACEMENT SHALL BE PROPOSED WITH PD PERMIT APPLICATION. · TREE LOCATIONS SHOWN ARE ESTIMATED LOCATIONS. FIELD VERIFICATION MAY BE REQUIRED. 38" < CIR. < 18" CIR. 18"-38" CIR.

OTIS GEN 2 3500
STOP
STOP ( In Feet ) 1 inch = 20 feet GRAPHIC SCALE 20 0 10 20 40 80 LANDSCAPE PLAN 1" = 20' SWENSON Scale: Date: Job #: Sheet Drawn by: COPYRIGHT C 2025 Revision Schedule: Consultant: Agency Approval:

PLANNING FILE: PD25-008 L5.02 PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025 1655 BERRYESSA RD, SAN JOSE, CA 95131
BERRYESSA FAMILY APTS. 06/11/25 5221.40 # Description Date 1570 Oakland Road (408) 487-2200 San Jose, CA 95131 HMHca.com S:\PROJECTS\522100\LA\PLANNING\WETLAND\522100-WETLAND-TEMP.DWG PLOTTED: 6/11/2025 9:02 AM BERNARD DRIVE SHORE DRIVE FUTURE MULTI-FAMILY BUILDING ROBERT DRIVE WETLAND LANDSCAPE LEGEND DESCRIPTION SYMBOL CLEAR VIEW FENCE CLEAR VIEW GATE DECOMPOSED GRANITE TOAD HOUSE WOOD DUCK NEST BOX KINETIC ART SCULPTURE WETLAND INTERPRETIVE SIGNAGE SAND NESTING CL5.05 DL5.05 CLEAR VIEW FENCE L5.05 TYPICAL C CLEAR VIEW GATE L5.05 TYPICAL D TURTLE HABITAT SAND NESTING, TYPICAL. SEE SHEET L5.04 FOR CONCEPT IMAGERY. KINETIC ART SCULPTURE TYPICAL. SEE SHEET L5.04 FOR CONCEPT IMAGERY. WOOD DUCK NEST BOX, TYPICAL. SEE SHEET L5.04 FOR CONCEPT IMAGERY. TOAD HOUSE, TYPICAL. SEE SHEET L5.04 FOR CONCEPT IMAGERY. SEE KEY MAP THIS SHEET FOR DELINEATION BETWEEN COMMUNITY PARK AND WETLAND WETLAND INTERPRETIVE SIGNAGE, TYPICAL. SEE SHEET L5.04 FOR CONCEPT IMAGERY. DOWNED NATIVE TREE LOG, TYPICAL. AA SEASONAL WETLAND BENCH APPROXIMATE SEASONAL POND EDGE TOP OF BANK ISLAND MITIGATED WETLAND AUTHORIZED ACCESS ONLY SIGNAGE WETLAND UPLAND AREA, TYPICAL MAINTENANCE ACCESS (CONSTRUCTED AS PART OF WETLAND POND PHASE) SEASONAL WETLAND PLANTINGS LEGEND BOTANICAL NAME SYMBOL TOP OF WETLAND SLOPE SHRUB LEGEND BOTANICAL NAME SYMBOL TREE LEGEND BOTANICAL NAME SYMBOL SALIX LASIOLEPIS AESCULUS CALIFORNIA QUERCUS LOBATA POPULUS FREMONTII ARTEMISIA CALIFORNICA BACCHARIS PILULARIS 'PIGEON POINT' FRANGULA CALIFORNICA ROSA CALIFORNICA HETEROMELES ARBUTIFOLIA SEED MIX LEGEND BOTANICAL NAME SYMBOL UPLAND WETLAND SEED MIX SEASONAL WETLAND SEED MIX WETLAND BOTTOM SEED MIX BOLBOSCHOENUS MARITIMUS CAREX BARBARAE SCHOENOPLECTUS ACUTUS TYPHA LATIFOLIA CYPERUS ERAGROSTIS LAGERSTROEMIA INDICA PARK SHRUB LEGEND BOTANICAL NAME SYMBOL ARCTOSTAPHYLOS 'EMERALD CARPET' LAVANDULA ANGUSTIFOLIA EPILOBIUM CANUM THE CONCEPTUAL PARK PLANTING SCHEME INTENT IS TO UTILIZE BENEFICIAL, SUSTAINABLE, POLLINATOR, RIPARIAN PLANTS THAT BLEND WITH THE WETLAND; FAVORING NATIVES WHILE SUPPLEMENTING WITH ADAPTIVE PLANTS FOR SEASONAL APPEAL. CONCEPTUAL PARK PLANTING SHALL BLEND WITH WETLAND PLANTING COMMUNITY. CONCEPTUAL PARK PLANTING NARRATIVE NOTES: 1. SEE SHEET L5.01 FOR TREE REMOVAL PLAN. 2. SEE SHEET L5.02 FOR LANDSCAPE PLAN. 3. SEE SHEET L5.03 FOR PLANTING LEGEND AND NOTES. 4. SEE SHEET L5.04 FOR CONCEPT IMAGERY. 5. SEE SHEET L5.05 FOR LANDSCAPE DETAILS. 6. SEE SHEET L5.06 FOR HYDROZONE PLAN. 7. SEE SHEET L5.07-L5.08 FOR IRRIGATION DETAILS. 8. SEE SHEET L5.09 FOR ILLUSTRATIVE WETLAND SECTIONS. SEASONAL WETLAND / POND FUTURE PUBLIC PARK KEY MAP JN FUTURE PUBLIC PARK PLANT LEGEND AND NOTES SWENSON Scale: Date: Job #: Sheet Drawn by: COPYRIGHT C 2025 Revision Schedule: Consultant: Agency Approval:

PLANNING FILE: PD25-008 L5.03 PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025 1655 BERRYESSA RD, SAN JOSE, CA 95131
BERRYESSA FAMILY APTS. 06/11/25 5221.40 # Description Date 1570 Oakland Road (408) 487-2200 San Jose, CA 95131 HMHca.com S:\PROJECTS\522100\LA\PLANNING\WETLAND\522100-WETLAND-TEMP.DWG PLOTTED: 6/10/2025 5:47 PM PROPOSED PLANT LEGEND TREES SYMBOL QTY. BOTANICAL NAME COMMON NAME MINIMUM CONTAINER SIZE HxW WUCOLS SALIX LASIOLEPIS ARROYO WILLOW 15 GALLON 20' X 12' VL AESCULUS CALIFORNIA CALIFORNIA BUCKEYE 15 GALLON 80' X 25' L QUERCUS LOBATA VALLEY OAK 15 GALLON 50' X 10' M SEASONAL WETLAND PLANTINGS BOLBOSCHOENUS MARITIMUS ALKALI BULRUSH PLUGS CAREX BARBARAE SANTA BARBARA SEDGE PLUGS SCHOENOPLECTUS ACUTUS HARDSTEM BULRUSH PLUGS TYPHA LATIFOLIA BROADLEAF CATTAIL PLUGS POPULUS FREMONTII FREMONT COTTONWOOD 15 GALLON 20' X 15' M SEASONAL WETLAND SEED MIX TOP OF SLOPE WETLAND SHRUBS ARTEMISIA CALIFORNICUM CALIFORNIA SAGE 1 GALLON 4' X 4' L BACCHARIS PILULARIS 'PIGEON POINT' DWARF COYOTE BRUSH 1 GALLON 2' X 8' L FRANGULA CALIFORNICA CALIFORNIA COFFEE BERRY 5 GALLON 6' X 6' L ROSA CALIFORNICA CALIFORNIA ROSE 1 GALLON 6' X 6' L HETEROMELES ARBUTIFOLIA TOYON 5 GALLON 8' X 10' L CYPERUS ERAGROSTIS TALL FLATSEDGE PLUGS MMHHM PLANTING PLAN NOTES CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL PLANT MATERIAL AS SHOWN ON THE DRAWINGS AND AS DESCRIBED IN THE SPECIFICATIONS. UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE, STRUCTURAL IMPROVEMENTS AND HARDSCAPE SHALL BE INSTALLED PRIOR TO PLANTING OPERATIONS. PLANT LIST ON THE DRAWINGS SHALL BE USED AS A GUIDE ONLY. CONTRACTOR SHALL TAKEOFF AND VERIFY SIZES AND QUANTITIES BY PLAN CHECK. A SOIL MANAGEMENT REPORT SHALL BE PROVIDED BY LANDSCAPE CONTRACTOR AND SOIL AMENDMENTS SHALL BE FOLLOWED PER THE REPORT. PHYSICAL COPIES OF THE SOIL MANAGEMENT REPORT SHALL BE PROVIDED TO THE CLIENT, PROJECT LANDSCAPE ARCHITECT AND LOCAL AGENCY AS REQUIRED. THE SOIL MANAGEMENT REPORT SHALL CONFORM TO STATE AB1881 WATER EFFICIENT LANDSCAPE ORDINANCE (WELO) OR LOCAL AGENCY ADOPTED WELO. CONTRACTOR SHALL OBTA IN A SOILS MANAGEMENT REPORT AFTER GRADING OPERATIONS AND PRIOR TO PLANT INSTALLATION. SAMPLES OF FERTILIZERS, ORGANIC AMENDMENT, SOIL CONDITIONERS, AND SEED SHALL BE SUBMITTED PRIOR TO INCORPORATION. CONTRACTOR SHALL FURNISH TO THE OWNER'S AUTHORIZED REPRESENTATIVE A CERTIFICATE OF COMPLIANCE FOR SUCH FURNISHED MATERIALS. ALL WORK ON THE IRRIGATION SYSTEM, INCLUDING HYDROSTATIC, COVERAGE, AND OPERATIONAL TESTS AND THE BACKFILLING AND COMPACTION OF TRENCHES SHALL BE PERFORMED PRIOR TO PLANTING OPERATIONS. LOCATIONS OF PLANT MATERIAL SHALL BE REVIEWED ON SITE BY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. TREES SHALL BE PLANTED NO CLOSER THAN TEN FEET (10') FROM UTILITIES. TREES PLANTED WITHIN FIVE FEET (5') OF HARDSCAPE OR STRUCTURES SHALL BE INSTALLED WITH A ROOT BARRIER AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR MUST CONTACT THE CITY OF SAN JOSE ARBORIST AT 408-794-1924 TO VERIFY SPECIES (EVEN IF SHOWN ON THE PLANS), LOCATIONS, AND QUANTITIES OF ALL STREET TREES PRIOR TO ORDERING MATERIAL. IF STREET TREES ARE TO BE PLANTED IN TREE WELLS, FINAL LOCATION OF TREE WELLS SHALL BE DETERMINED BY THE ARBORIST PRIOR TO INSTALLATION OF SIDEWALK. ALL PLANTING AREAS TO RECEIVE 3" THICK BARK MULCH LAYER. CONTRACTOR SHALL PROVIDE SAMPLE OF PROPOSED BARK MULCH FOR APPROVAL. BARK MULCH SHALL BE LYNGSO SMALL FIR BARK (3/4" TO 1-1/2") OR APPROVED EQUAL. ALL PLANT MATERIAL SHALL BE SELECTED IN ACCORDANCE WITH THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1) FOR STANDARD FORM TREES, CALIPER SIZE SHALL BE MEASURED 6" ABOVE THE SOIL LINE FOR CALIPERS EQUAL TO OR LESS THAN 4" FOR CALIPERS GREATER THAN 4", CALIPER SHALL BE MEASURES 12" ABOVE THE SOIL LINE. FOR MULTI-TRUNK TREES THE CALIPER SHALL BE ESTABLISHED BY TAKING THE AVERAGE OF THE CALIPER OF THE TWO LARGEST TRUNKS. CALIPER IS MEASURED 6” ABOVE ORIGINATION POINT OF THE SECOND LARGEST TRUNK OR 6” ABOVE GROUND IF ALL TRUNKS ORIGINATE FROM THE SOIL. CALIPER SIZES STANDARDS: 15 GALLON: 0.75-1.25" 24" BOX: 1.25-2" 36" BOX: 2-3.5" 48" BOX: 3.5-5" 60" BOX: 4-6" WATER NEEDS CATEGORY BASED ON WUCOLS IV (JANUARY 2014) LANDSCAPE COEFFICIENT METHOD: CATEGORY PERCENTAGE OF ETo (H) HIGH: 0.7-0.9 (M) MEDIUM: 0.4-0.6 (L) LOW: 0.1-0.3 (VL) VERY LOW: <0.1 UPLAND WETLAND SEED MIX SEASONAL WETLAND SEED MIX WETLAND BOTTOM SEED MIX COMMUNITY PARK SHRUBS NOTES: 1. BARK MULCH: ALL PLANTING AREAS TO RECEIVE A 3" THICK LAYER OF BARK MULCH. 2. TREE SPECIES TO BE APPROVED BY CITY ARBORIST. 3. *STREET TREE LOCATIONS WILL BE DETERMINED AT THE STREET IMPROVEMENT STAGE. CONTACT THE CITY ARBORIST AT (408) 794-1901 FOR THE DESIGNATED STREET TREE. INSTALL STREET TREES WITHIN PUBLIC RIGHT-OF-WAY ALONG ENTIRE PROJECT STREET FRONTAGE PER CITY STANDARDS; REFER TO THE CURRENT “GUIDELINES FOR PLANNING, DESIGN, AND CONSTRUCTION OF CITY STREETSCAPE PROJECTS”. STREET TREES SHALL BE INSTALLED IN CUT-OUTS AT THE BACK OF CURB. OBTAIN A DOT STREET TREE PLANTING PERMIT FOR ANY PROPOSED STREET TREE PLANTINGS. STREET TREES SHOWN ON THIS PERMIT ARE CONCEPTUAL LAGERSTROEMIA INDICA CRAPE MYRTLE 15 GALLON 15' X 15' L EPILOBIUM CANUM CALIFORNIA FUCHSIA 1 GALLON 4' X 4' L LAVANDULA ANGUSTIFOLIA ENGLISH LAVENDER 1 GALLON 4' X 4' L ARCTOSTAPHYLOS 'EMERALD CARPET' EMERALD CARPET MANZANITA 1 GALLON SPREADING M ESCHESCHOLZIA CALIFORNICA ELYMUS GLAUCUS DISTICHILIA SPICATA ELYMUS TRICOIDES FESTUCA MICROSTACHYS LUPINUS NANUS ARTEMISIA DOUGLASIANA ELYMUS GLAUCUS CAREX PRAEGRACILIS ELYMUS TRICOIDES FESTUCA RUBRA HORDEUM BRACHYANTHERUM AGROSTIS EXARATA NUPHAR POLYSEPALAET' PERSICARIA AMPHIBIA HORDEUM BRACHYANTHERUMPASPALUM DISTICHUM NOT TO SCALE JN CONCEPT IMAGERY SWENSON Scale: Date: Job #: Sheet Drawn by: COPYRIGHT C 2025 Revision Schedule: Consultant: Agency Approval:

PLANNING FILE: PD25-008 L5.04 PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025 1655 BERRYESSA RD, SAN JOSE, CA 95131
BERRYESSA FAMILY APTS. 06/11/25 5221.40 # Description Date 1570 Oakland Road (408) 487-2200 San Jose, CA 95131 HMHca.com S:\PROJECTS\522100\LA\PLANNING\WETLAND\522100-WETLAND-TEMP.DWG PLOTTED: 6/10/2025 5:47 PM WETLAND ISLAND CLEAR VIEW FENCE & MAINTENANCE GATETOAD HOUSE WOOD DUCK NEST BOX SAND NESTING KINETIC ART SCULPTURE WETLAND INTERPRETIVE SIGNAGE WETLAND LANDSCAPE CONCEPT IMAGERY WETLAND TREE AND SHRUB CONCEPT IMAGERY AESCULUS CALIFORNIA POPULUS FREMONTII QUERCUS AGRIFOLIA SALIX LASIOLEPIS ARTEMISIA CALIFORNICUM BACCHARIS PILULARIS 'PIGEON POINT' FRANGULA CALIFORNICA HETEROMELES ARBUTIFOLIA ROSA CALIFORNICA NOT TO SCALE JN LANDSCAPE DETAILS SWENSON Scale: Date: Job #: Sheet Drawn by: COPYRIGHT C 2025 Revision Schedule: Consultant: Agency Approval:

PLANNING FILE: PD25-008 L5.05 PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025 1655 BERRYESSA RD, SAN JOSE, CA 95131
BERRYESSA FAMILY APTS. 06/11/25 5221.40 # Description Date 1570 Oakland Road (408) 487-2200 San Jose, CA 95131 HMHca.com S:\PROJECTS\522100\LA\PLANNING\WETLAND\522100-WETLAND-TEMP.DWG PLOTTED: 6/10/2025 5:47 PM SCALE: 1" = 1'-0" 2" DEEP BASIN AROUND ROOT BALL, TREES PLANTED IN TURF SHALL NOT HAVE BASINS NATIVE GRADE CINCH TIE TREE 1982 FOOT TAMP BASE BACKFILL, PUDDLE AND SETTLE PRIOR TO PLANTING TREE 3 AGRIFORM PLANT TABLETS, 3 PER 15 GALLON, 6 PER 24" BOX, AND 8 FOR 36" BOX 45 TREE 6 ROOT BALL PINE LODGE POLE STAKE, 2" DIAMETER, PLACED ON WINDWARD SIDES OF TREE AND OUTSIDE OF ROOT BALL 7 NOTES: 1. SEE PLANTING SPECIFICATIONS PRIOR TO INSTALLATION OF PLANT MATERIALS. 2. ROOT BALL CROWN SHALL EXTEND 1" ABOVE FINNISH GRADE. 3. TREE INSTALLED IN TURF AREAS SHALL BE INSTALLED WITH 'ARBOR-GUARD' AT BASE OF TRUNK. 2x DIAMETER OF ROOT BALL SECTION 21345678 6" 9 SCALE: 1" = 1'-0" 21 GROUNDCOVER EDGE OF PLANTING AREA PLANT, SPACING VARIES, SEE PLANTING LEGEND 1 NOTES: 1. SEE PLANTING SPECIFICATIONS PRIOR TO INSTALLATION OF PLANT MATERIALS. 2. SPACING SHALL BE TRIANGULATED UNLESS OTHERWISE NOTED. 3. INFILL PLANTS AS REQUIRED TO MAINTAIN SPACING AT IRREGULAR EDGES. 2 EQUAL EQUAL 1/2 PLANT

SPACING
PLUS 6"
EQUAL
EQUAL PLAN VIEW SHRUB SCALE: 1" = 1'-0" NOTES: 1. SEE PLANTING SPECIFICATIONS PRIOR TO INSTALLATION OF PLANT MATERIALS. 2. ROOT BALL CROWN SHALL EXTEND 1" ABOVE FINNISH GRADE. 2x DIAMETER SECTION OF ROOT BALL 213456 6" NATIVE GRADE 2345 SHRUB 67 AGRIFORM PLANT TABLETS, 3 PER SHRUB 2" DEEP BASIN AROUND ROOT BALL FOOT TAMP BASE BACKFILL, PUDDLE AND SETTLE PRIOR TO PLANTING SHRUB ROOT BALL 1 7 NOTES: 1. SEE MATERIALS LIST FOR COLOR, TYPE, AND FINISH. 2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL BY THE LANDSCAPE ARCHITECT. 3. ALL METAL SURFACES INVOLVED SHALL BE THOROUGHLY CLEANED PRIOR TO APPLICATION OF PAINT OR OTHER SURFACE TREATMENTS. 4. ALL METAL PARTS SHALL BE PRIMED WITH TWO (2) COATS OF "RUSTOLEUM" OR APPROVED EQUAL, AND RECEIVE TWO (2) COATS OF FLAT BLACK PAINT. 5. ALL WELDS SHALL BE CLEANED WITH NO SHARP END EDGES, OR BURRS AND SHALL BE GROUND FOR SMOOTHNESS. CLEAR VIEW FENCE SCALE: 1/2" = 1'-0" CONCRETE FOOTING, SLOPE TOP OF FOOTING TO DRAIN AWAY FROM POST 1 SECTION / ELEVATION 9" 3'-6"
2"
1"
9" 3"
2'-0"
3" 8'-0" O.C. MAX. EQUAL 3-1/2" TYP. EQUAL 564231755 2 2x2 TUBULAR STEEL POST 4 1x1-1/2 TUBULAR STEEL FRAME 1x1-1/2 TUBULAR STEEL TOP, MIDDLE, AND BOTTOM RAIL 56 1/2x1/2 SOLID STEEL PICKET 7 NATIVE GRADE STEEL POST CAP, FULLY WELDED TO POST 3 CLEAR VIEW GATE SCALE: 1/2"=1'-0" NOTES: 1. REFER TO MATERIALS LIST FOR COLOR, TYPE AND FINISH. 2. ALL FASTENERS AND HARDWARE TO BE GALVANIZED 2" X 2" T.S. POST @ 8'-0" ON CENTER 1" X 1 1/2" T.S. TOP, SIDE AND BOTTOM RAIL (FRAME) FINSHED SURFACE OR GRADE NATIVE GRADE OR ENGINEERED FILL PER SOILS REPORT 9" DIAMETER CONCRETE FOOTING 1/2" SOLID PICKETS @ 4" ON CENTER 4'-0" CLR. 3 1/2" MAX. 3" C
2'-0" 3" SECTION 9" 4" THICK COMPACTED NON EXPANSIVE FILL PER GEOTECHNICAL REPORT GATE RING LATCH AT TOP GATE HINGE AT TOP AND BOTTOM 123456789 2 2134 675 L 9 8 3" AB D C E AS SHOWN JN
MA OTIS GEN 2 3500
STOP HYDROZONE PLAN SWENSON Scale: Date: Job #: Sheet Drawn by: COPYRIGHT C 2025 Revision Schedule: Consultant: Agency Approval:

PLANNING FILE: PD25-008 L5.06 PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025 1655 BERRYESSA RD, SAN JOSE, CA 95131
BERRYESSA FAMILY APTS. 06/11/25 5221.40
# Description Date 1570 Oakland Road (408) 487-2200 San Jose, CA 95131 HMHca.com S:\PROJECTS\522100\LA\PLANNING\WETLAND\522100-WETLAND-TEMP.DWG PLOTTED: 6/11/2025 9:02 AM BERNARD DRIVE SHORE DRIVEFUTURE MULTI-FAMILY BUILDING ROBERT DRIVE ISLAND 15,205 SF (0.35 AC) MITIGATED WETLAND NO SUPPLEMENTAL IRRIGATION WITHIN SEASONAL WETLAND SLOPE, BENCH OR WETLAND POND. LOW WATER USE DRIP IRRIGATION TO BE USED FOR PLANT ESTABLISHMENT ALONG WETLAND UPLAND AREA TO TOP OF BANK. DRIP TREE BUBBLERS USED FOR ESTABLISHMENT OF UPPER WETLAND TREE IRRIGATION. THIS SYSTEM WILL UTILIZE WEATHER SENSING SMART CONTROLLER TECHNOLOGY TO EFFICIENTLY IRRIGATE THESE AREAS. WETLAND IRRIGATION NARRATIVE HYDROZONE NOTES: 1. FINAL DESIGN SHALL CONFORM TO AB1881 OR CITY ADOPTED WATER EFFICIENT LANDSCAPE ORDINANCE. 2. ALL PLANTING AREAS SHOWN WILL BE COMMONLY MAINTAINED BY THE OWNER AND IRRIGATED BY AN AUTOMATIC IRRIGATION SYSTEM. LOW WATER-USE DRIP IRRIGATION FOR AT-GRADE PLANTERS HYDROZONE LEGEND DESCRIPTION SYMBOL HYDROZONE NOTES: 1. 2. 3. IRRIGATION SYSTEMS WILL BE PERMANENT BELOW GROUND AUTOMATED SYSTEMS ADEQUATE FOR THE ESTABLISHMENT AND MAINTENANCE OF ALL PLANT MATERIAL. THESE SYSTEMS WILL BE INSTALLED AS SOON AS PRACTICAL AFTER GRADING AND PRIOR TO PLANT MATERIAL INSTALLATION AND HYDROSEEDING. 4. ALL TREE AND SHRUB AREAS WILL BE IRRIGATED BY A PERMANENT, AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM. TREE AND SHRUB AREAS SHALL BE ON SEPARATE VALVES ACCORDING TO PLANT WATER REQUIREMENTS AND EXPOSURE. 5. ALL IRRIGATION SYSTEMS SHALL BE DESIGNED, MAINTAINED AND MANAGED TO MEET OR EXCEED MINIMUM EFFICIENCY. 6. ALL IRRIGATION EQUIPMENT SHALL BE SCREENED APPROPRIATELY FROM VIEW IN PUBLIC AREAS TO THE MAXIMUM EXTENT POSSIBLE. 7. THE FINAL IRRIGATION PLAN SHALL ACCURATELY AND CLEARLY IDENTIFY: A. LOCATIONS AND SIZES OF WATER POINTS OF CONNECTION. B. LOCATION, TYPE, AND SIZE OF ALL COMPONENTS OF THE IRRIGATION SYSTEM, INCLUDING AUTOMATIC CONTROLLERS, MAIN AND LATERAL LINES, VALVES, SPRINKLER HEADS, RAIN SWITCHES, AND QUICK COUPLERS. C. STATIC WATER PRESSURE AT THE POINTS OF CONNECTION. D. FLOW RATE (GALLONS PER MINUTE), REMOTE CONTROL VALVE SIZE, AND DESIGN OPERATING PRESSURE (PSI) FOR EACH STATION. E. HYDROZONE INFORMATION TABLE. F. WATER USE CALCULATIONS. 8. A NEW IRRIGATION WATER METER SHALL BE INSTALLED FOR THE LANDSCAPE IMPROVEMENTS. 9. THIS PROJECT IS NOT A PART OF THE SOUTH BAY WATER RECYCLING PROGRAM. POTABLE WATER WILL BE USED FOR IRRIGATION. NOTES: 1. SEE SHEET L5.01 FOR TREE REMOVAL PLAN. 2. SEE SHEET L5.02 FOR CONCEPTUAL LANDSCAPE PLAN. 3. SEE SHEET L5.03 FOR PLANTING LEGEND AND NOTES. 4. SEE SHEET L5.04 FOR CONCEPT IMAGERY. 5. SEE SHEET L5.05 FOR LANDSCAPE DETAILS. 6. SEE SHEET L5.06 FOR HYDROZONE PLAN. 7. SEE SHEET L5.07-L5.08 FOR IRRIGATION DETAILS. 8. SEE SHEET L5.09 FOR ILLUSTRATIVE WETLAND SECTIONS. PRESSURE SUPPLY MAINLINE FLOW SENSOR-INSTALL AWAY FROM ANY JOINTS OR TURNS PER MANUFACTURER'S REQUIREMENTS MASTER CONTROL VALVE IRRIGATION WATER METER PRESSURE REGULATOR (IF REQUIRED) POINT OF CONNECTION (POC) ENLARGEMENT POTABLE WATER (NTS) BACKFLOW DEVICE WITH SHUT OFF VALVE M
VF
P SIDEWALK POINT OF CONNECTION, SEE ENLARGEMENT THIS SHEET. 1" = 20' JN ( In Feet ) 1 inch = 50 feet GRAPHIC SCALE 50 0 25 50 100 200 IRRIGATION DETAILS SWENSON Scale: Date: Job #: Sheet Drawn by: COPYRIGHT C 2025 Revision Schedule: Consultant: Agency Approval:

PLANNING FILE: PD25-008 L5.07 PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025 1655 BERRYESSA RD, SAN JOSE, CA 95131
BERRYESSA FAMILY APTS. 06/11/25 5221.40
# Description Date 1570 Oakland Road (408) 487-2200 San Jose, CA 95131 HMHca.com S:\PROJECTS\522100\LA\PLANNING\WETLAND\522100-WETLAND-TEMP.DWG PLOTTED: 6/10/2025 5:48 PM G
H
I
J
AB
CD
E
F SCALE: N.T.S. REMOTE CONTROL VALVE NOTES: 1. DO NOT LOCATE REMOTE CONTROL VALVE IN LAWN 2. COMPACT SOIL AROUND BOX TO SAME DENSITY AS ADJACENT UNDISTURBED SOIL BUNDLE AND TAPE CONTROL WIRE TO MAINLINE EVERY 10' 3. SPLICES IN CONTROL WIRE ARE NOT ALLOWED BETWEEN CONTROLLER AND VALVE 4. SEE IRRIGATION LEGEND FOR EQUIPMENT SPECIFICATION 5. INSTALL ALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS SCOTCH LOK #3577 CONNECTOR SEALING PACK OR EQUAL VALVE BOX: CARSON SPECIFICATION GRADE, NDS PRO SERIES, OR EQUAL REMOTE CONTROL VALVE: SEE IRRIG. LEGEND PEA GRAVEL SUMP, MIN. 6" DEEP ID TAG FOR VALVE STATION NUMBER PVC SCH 80 NIPPLE (CLOSE) TOP OF MULCH LATERAL LINE 18" LENGTH EXPANSION LOOP PVC SCH 40 MIN 8" LONG PVC 45 FITTING SCH 40 PVC SCH 40 S X S FITTING PVC MAINLINE PIPE BRICK SUPPORT-1 PER CORNER 123456789101112131415
910111213148765
1 3 15
2 4
6"
3" MIN. SCALE: N.T.S. NOTES: 1. NIPPLES AND FITTINGS TO BE SAME IPT SIZE AS BACKFLOW ASSEMBLY. 2. INSTALL GREEN WEATHER GUARD BACKFLOW BLANKET OR APPROVED EQUAL. 3. DISSIMILAR METALS SHALL BE SEPARATED BY AN APPROVED DIELECTRIC FITTING. 4. ENCLOSURE SHALL BE STRONG BOX LOW PROFILE SMOOTH TOUCH SBBC-30CR OR SBBC-45CR, COLOR DARK GREEN OR APPROVED EQUAL. ENCLOSURE SHALL BE SIZED BASED ON BACKFLOW DEVICE SIZE. CONTACT MANUFACTUER V.I.T. PRODUCTS 1-800-729-1314. SCH. 80 PVC COUPLING- 2 TOTAL SCH. 80 PVC 90° ELBOW-2 TOTAL (TxT CONNECTION) PVC MAIN LINE TO POINT OF CONNECTION BUSH AS NECESSARY FOR SIZE TRANSITION PVC MAIN LINE TO IRRIGATION SYSTEM SCH. 80 PVC NIPPLE-2 TOTAL FINISHED GRADE POURED CONCRETE BASE-6" MIN. THICKNESS-EXTEND 4" BEYOND OUTSIDE DIMENSIONS OF ENCLOSURE CONCRETE SUPPORT BLOCK SCH. 80 PVC MALE ADAPTER-2 TOTAL SCH.40 GALVANIZED STEEL NIPPLES-2 TOTAL REDUCED PRESSURE BACKFLOW DEVICE ENCLOSURE AND BLANKET BACKFLOW ENCLOSURE-SEE NOTE 4. ANCHOR ROD (TYPICAL) ENCLOSURE 2345678 10
91415
91011121314 13 REDUCED PRESSURE BACKFLOW ASSEMBLY PER IRRIGATION LEGEND115 BACKFLOW BLANKET 1 FLOW
SEE

IRRIGATION
LEGEND BACKFLOW DEVICE 13
234
6 8 12109
57 11511
8"
MIN.

PER
CODE SCALE: N.T.S. NOTES: 1. BUBBLER DISTANCE TO ROOT BALL WILL VARY DEPENDING ON THE CONTAINER SIZE OF THE PLANT. ALLOW 6" BETWEEN TRUNK AND BUBBLER. 2. PLACE ALL BUBBLERS ON UPHILL SIDE OF SLOPE IF APPLICABLE. CONCEAL ALL EQUIPMENT UNDER MULCH. 3. SEE IRRIGATION LEGEND FOR SPECIFICATION. 4. INSTALL ALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. FINISHED GRADE TUBING STAKES PVC COATED 12 GAUGE WIRE U STAKES QUANTITY AS NEEDED TO SECURE TUBING (2 MIN.) SALCO OR EQUAL MULCH PER SPECIFICATIONS POSITION BUBBLER OVER ROOT BALL PRESSURE COMPENSATING DRIP BUBBLER (SEE LEGEND FOR MODEL) SUPER FUNNY PIPE 850-35 ADAPTER PVC LATERAL PIPE PVC SCH 40 TEE OR ELL 1/2" (SLIP XSLIP X FIPT) 1/2" PVC SCH 40 (MIPT X SLIP) MALE ADAPTER UV RADIATION RESISTANT ROOT BALL PLANT CROWN SUPER FUNNY PIPE 850 SOIL RING (SEE PLANTING DETAILS) ON GRADE TREE BUBBLER 12 34
5678910111213 1 2
3 4
5 678910 1312113 SCALE: N.T.S. 24 VOLT CONTROL WIRING FINISHED GRADE PEDESTAL MOUNT CONTROLLER 2-1" PVC CONDUITS FOR 120 VOLT A.C. AND SIGNAL WIRE CONCRETE PAD-6" THICK (MIN.) EXTEND 6" BEYOND EACH SIDE AND BACK AND 24" IN FRONT PLASTIC VALVE BOX SEE SPECIFICATIONS FOR TYPE 8' LONG COPPER GROUND ROD 4" PVC SWEEP ELL ROUND IRRIGATION CONTROLLER-SEE IRRIGATION LEGEND FOR SPECIFICATION GROUND WIRE 24"
1 1
2 " NOTE: 1. VERIFY POWER SOURCE WITH PROJECT ELECTRICIAN. 2. ALL ELECTRICAL WORK MUST CONFORM TO LOCAL CODES. REFER TO PRODUCT LITERATURE FOR ADDITIONAL INSTALLATION REQUIREMENTS. THIS DRAWING IS PROVIDED FOR REFERENCE ONLY. INDIVIDUAL PROJECT REQUIREMENTS AND LOCAL CODES MAY DICTATE DIFFERENCES IN INSTALLATION PROCEDURES THAT ARE NOT IDENTIFIED ON THIS DETAIL. 123456789
3 4
6 5
89 21
7 WEATHER SENSOR SCALE: N.T.S. NOTES: 1. ALL ELECTRICAL WORK MUST CONFORM TO LOCAL CODES. 2. REFER TO PRODUCT LITERATURE FOR ADDITIONAL INSTALLATION REQUIREMENTS. 12345678910 CLIMATE LOGIC™ WEATHER SENSOR MOUNTED OUTDOORS ON FLAT SURFACE USING SCREWS. CLIMATE LOGIC™ WEATHER SENSOR MOUNTED ON A DRAIN GUTTER USING QUICKCLIP™ GUTTERMOUNT. CLIMATE LOGIC™ RECEIVER MODULE MOUNTED INDOORS NEAR THE COMPATIBLE CONTROLLER. MOUNT WITH SCREWS AT EYE LEVEL OR IF IN A SECURE AREA, MOUNT ON HOOK & LOOP TYPE STRIPS FOR DISMOUNTING AND HANDHELD PROGRAMMING UTILIZING THE SLACK IN THE CORD. SINGLE CONNECTION CORD PLUGGED INTO CONTROLLERS REMOTE PORT. AUTOMATIC IRRIGATION CONTROLLER FINISH SURFACE OF SPACE WHERE CONTROLLER IS LOCATED. POWER SOURCE, LOCATE IN CONDUIT PVC SCHEDULE 40 CONTROL WIRE CONDUIT (SIZE AS REQUIRED). PVC SWEEP ELL (PROTECTING LOW VOLTAGE CONTROL WIRES TO THE ELECTRIC VALVES). OPTIONAL JUNCTION BOX TO ROUTE CONTROL WIRES TO THE ELECTRIC VALVES. Irritrol CLIMATE LOGIC 69F 40% 1:15a MENU No Rain-Irrigation CL-M1 SMART RX ENABLED % 1 347
89 6
5 AS REQUIRED
2 SCALE: N.T.S. BALL VALVE BRICK SUPPORT, 2 TOTAL FINISHED GRADE/ BEFORE PLANTING BALL VALVE: SEE LEGEND FOR MAKE AND MODEL - LINE SIZE PVC SCH 40 MIN 8" LONG PVC SCH 40 PVC MAINLINE PIPE PEA GRAVEL SUMP, MIN. 6" DEEP NOTES: 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX 2. INSTALL VALVE BOX SO TOP OF BOX IS FLUSH WITH ADJACENT HARDSCAPE PVC 45 FITTING SCH 40 (TYP.) 18" MIN.
10" MIN.
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1 2
98765
4 3
6" 6" ROUND PLASTIC VALVE BOX WITH BOLT DOWN LID SECTION/ELEVATION 1'' SCALE: N.T.S. DRIPLINE REMOTE CONTROL VALVE, PRESSURE REGULATOR AND FILTER PVC MAINLINE PLASTIC VALVE BOX. HEAT BRAND STATION NUMBER ON LID IN 2" CHARACTERS. FINISHED GRADE VALVE, SEE LEGEND CONTROL WIRES WITH 36" SERVICE COIL AND WATERPROOF WIRE CONNECTIONS, SEE LEGEND. PRESSURE REGULATOR, SEE LEGEND SCHEDULE 80 UNION PVC LATERAL FILTER, SEE LEGEND 1 CU. FT. PEA GRAVEL SUMP BRICK SUPPORTS 1234567891011 10 NOTES: 1. SEE IRRIGATION LEGEND FOR EQUIPMENT SPECIFICATION. 2. INSTALL ALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 12 NATIVE GRADE BARK MULCH / PLANTING (1" BELOW VALVE LID) 13 13 2 5
3 6
4 7
9 1 11
8 12 SCALE: N.T.S. FLOW SENSOR NOTES: 1. SEE IRRIGATION LEGEND FOR EQUIPMENT SPECIFICATION 2. INSTALL ALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS 1 FLOW SENSOR RECTANGULAR VALVE BOX W/ BLACK BOLT DOWN COVER. HEAT BRAND VALVE "FS" ON LID IN 2" HIGH CHARACTERS2 CONDUIT BACK TO DECODER AT CONTROLLER34 TO IRRIGATION POINT OF CONNECTION56 FINISH GRADE 10 5 PER MANUFACTURER PER MANUFACTURER NO PIPE RESTRICTIONS, FITTINGS, COUPLINGS OR OTHER SPLICES TO OCCUR IN THE PIPE RUNS OF LENGTHS GIVEN PEA GRAVEL SUMP, MIN. 6" DEEP 7 1
6"
6"
6 2
7 4
89 1
89 BRICK SUPPORT, 1 PER CORNER
3 3M DBY WIRE CONNECTOR 10 MASTER VALVE CONTROL AND COMMON WIRE TO DESIGNATED AUTOMATIC CONTROLLER N.T.S. MASTER VALVE NOTES: 1. DO NOT LOCATE REMOTE VALVE IN TURF 2. COMPACT SOIL AROUND BOX TO SAME DENSITY AS ADJACENT UNDISTURBED SOIL BUNDLE AND TAPE CONTROL WIRE TO MAINLINE EVERY 10' 3. SPLICES IN CONTROL WIRE ARE NOT ALLOWED BETWEEN CONTROLLER AND VALVE 4. SEE IRRIGATION LEGEND FOR EQUIPMENT SPECIFICATION 5. INSTALL ALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS 1 1 MASTER VALVE-SEE LEGEND CARSON #1324 RECTANGULAR VALVE BOX WITH BLACK BOLT DOWN COVER, OR APPROVED EQUAL. HEAT BRAND "MV" ON LID IN 2" HIGH LETTERS23 FINISHED GRADE FROM POINT OF CONNECTION- ADAPT AS REQUIRED4 SCH. 80 TOE NIPPLE- LENGTH AS REQUIRED56 PEA GRAVEL SUMP, MIN 6" DEEP7 3M DBY WIRE CONNECTOR CONTROL AND COMMON WIRE TO DESIGNATED AUTOMATIC CONTROLLER8 FLOW SENSOR CABLE WITHIN CONDUIT9 BRICK SUPPORT, 1 PER CORNER 10 6"
6"
3 2
456
7 8910 TO FLOW SENSOR SCALE: N.T.S. QUICK COUPLING VALVE 10" ROUND PLASTIC VALVE BOX WITH BOLT DOWN LID 1 1/4" x 1 1/4" x 3/16" ANGLE IRON 30" LONG, 2 STAINLESS STEEL STRAPS 3" LONG SCHEDULE 80 PVC THREADED NIPPLE NOTE: 1. NIPPLES AND FITTINGS TO BE SAME SIZE AS VALVE IPT INLET THREAD SIZE 2. SEE IRRIGATION LEGEND FOR SPECIFICATION 3. INSTALL ALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS 10" LONG SCH 80 PVC THREADED NIPPLE SCH 80 PVC THREADED 90 DEGREE ELL QUICK COUPLING VALVE FINISHED GRADE SEE

IRRIGATION

LEGEND SIDE VIEW TOP VIEW
1 114 102
9 5
1 23 PEA GRAVEL SUMP, MIN. 6" DEPTH
3 4
56 7 MAINLINE FITTING
7910 11
2" MAX.
5 11 1212 BRICK SUPPORTS, 2 TOTAL
6 PVC MAINLINE NOT TO SCALE JN
IRRIGATION DETAILS SWENSON Scale: Date: Job #: Sheet Drawn by: COPYRIGHT C 2025 Revision Schedule: Consultant: Agency Approval:

PLANNING FILE: PD25-008 L5.08 PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025 1655 BERRYESSA RD, SAN JOSE, CA 95131
BERRYESSA FAMILY APTS. 06/11/25 5221.40
# Description Date 1570 Oakland Road (408) 487-2200 San Jose, CA 95131 HMHca.com S:\PROJECTS\522100\LA\PLANNING\WETLAND\522100-WETLAND-TEMP.DWG PLOTTED: 6/10/2025 5:48 PM AB
C
E
DINSTRUCTIONS: 1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE SERVICING VALVE. 2. SET BOXES 1" ABOVE FINISH GRADE OR MULCH COVER IN GROUND COVER/SHRUB AREA AND FLUSH WITH FINISH GRADE IN TURF AREA. 3. SET RCV AND VALVE BOX ASSEMBLY IN GROUND COVER/SHRUB AREA WHERE POSSIBLE. INSTALL IN LAWN ONLY IF GROUND COVER DOES NOT EXIST ADJACENT TO LAWN. 4. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE OF LAWN, WALK, FENCE, CURB, ETC. 5. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOX SIDES. 6. INSTALL EXTENSION BY VALVE BOX MANUFACTURER AS REQUIRED TO COMPLETELY ENCLOSE ASSEMBLY FOR EASY ACCESS. 7. NEVER INSTALL VALVE BOX IN HARDSCAPE 8. INSTALL BOXES IN MULCH AREAS WITH BROWN COLORED LID. EXCEPT FOR RECYCLED WATER VALVES IN WHICH THE LID SHOULD BE PURPLE. FINISHED GRADE PROVIDE A MINIMUM OF 2" CLEAR BETWEEN PIPES PROVIDE A 3" MINIMUM SAND ENVELOPE AROUND ALL MAINLINE SNAKE SOLVENT WELD PLASTIC PIPING IN TRENCH AS SHOWN TIE A 24" LOOP IN WIRING AT CHANGES OF DIRECTION 30 DEGREES OR GREATER. UNTIE AFTER ALL CONNECTIONS HAVE BEEN MADE INSTALL WIRING BENEATH AND BESIDE MAINLINE. TAPE AND BUNDLE AT 10 FOOT INTERVALS NOTE: SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH THE SLEEVING TWICE THE DIAMETER OF WIRE BUNDLE CONTAINED IN IT. SEE IRRIGATION LEGEND FOR MINIMUM COVER. MAINLINE, LATERAL SAME TRENCH & WIRING IN THE MAINLINE PIPE LATERAL PIPE SCALE: N.T.S. INSTALLATION DIAGRAMS16" x 25" RECTANGULAR VALVE BOX FOR EMITTER MANIFOLD ASSEMBLY. 14" x 19" RECTANGULAR VALVE BOX. QUICK COUPLING VALVE EDGE OF LAWN, WALK, FENCE, CURB, ETC. 12" 12" 12" 12" 12"
TYP
1" SECTION PLAN VIEW TOP VIEW
12345678910
1 2
3 4
1 5
8 7
910 WIRING IN CONDUIT (SLEEVE AT ALL HARDSCAPE CROSSINGS) SEE SPECIFICATIONS FOR DEPTH FINISHED GRADE SCALE: N.T.S. DRIPLINE AIR/VACUUM RELIEF LATERAL NOTES: 1. SEE IRRIGATION LEGEND FOR EQUIPMENT SPECIFICATION. 2. INSTALL ALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. DRIPLINE AIR/VACUUM RELIEF VALVE IN VALVE BOX AT HIGHEST POINTS PLUMBED TO TUBING PVC CROSS TO DRIPLINE COMPRESSION ADAPTERS (TYPICAL) DRIPLINE (TYPICAL) DRIPLINE BLANK TUBING (TYPICAL) ISOMETRIC VIEW 123456 1 2
1 3
4 5
6 DRIPLINE CENTER - FEED LAYOUT SCALE: N.T.S. FV AV FV DRIPLINE AUTOMATIC FLUSH VALVE PLUMBED TO FLUSH MANIFOLD AT LOW POINT PVC FLUSH MANIFOLD DRIPLINE MANIFOLD-TO-ELBOW CONNECTION REMOTE CONTROL VALVE WITH FILTER AND PRESSURE REGULATOR PVC SUPPLY MANIFOLD DRIPLINE MANIFOLD-TO-TEE CONNECTION DRIPLINE LATERAL AIR/VACUUM RELIEF LATERAL DRIPLINE BLANK TUBING CENTERED ON MOUND OR BERM DRIPLINE AIR / VACUUM RELIEF VALVE PLUMBED TO DRIPLINE BLANK TUBING AT EACH HIGH POINT PERIMETER LATERALS 2" TO 4" FROM EDGE ZONE PERIMETER DRIPLINE OPERATION INDICATOR NOTE: 1. SEE IRRIGATION LEGEND FOR EQUIPMENT SPECIFICATION 2. INSTALL ALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS 3. THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE SHALL NOT EXCEED THE MAXIMUM RUN LENGTH PLAN 123456789101112
123749101112856 FV AV SCALE: N.T.S. DRIPLINE END-FEED LAYOUT REMOTE CONTROL VALVE WITH FILTER AND PRESSURE REGULATOR DRIPLINE MANIFOLD- TO-ELBOW CONNECTION PVC SUPPLY MANIFOLD DRIPLINE DRIPLINE AIR/VACUUM RELIEF VALVE PLUMBED TO DRIPLINE BLANK TUBING AT EACH HIGH POINT (TYP) AIR/VACUUM RELIEF LATERAL DRIPLINE BLANK TUBING CENTERED ON MOUND OR BERM (TYP) PERIMETER LATERALS 2" TO 4" FROM EDGE AREA PERIMETER PVC FLUSH MANIFOLD DRIPLINE OPERATION INDICATOR DRIPLINE AUTOMATIC FLUSH VALVE PLUMBED TO FLUSH MANIFOLD AT LOW POINT NOTES: 1. SEE IRRIGATION LEGEND FOR EQUIPMENT SPECIFICATION. 2. INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PLAN 1234567891011 1011
63987254
1 DRIPLINE FLUSH VALVE SCALE: N.T.S.
12 3
45678910 NOTES: 1. SEE IRRIGATION LEGEND FOR EQUIPMENT SPECIFICATION. 2. INSTALL ALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3. LOCATE AND USE ONE FLUSH VALVE FOR EVERY 7 GPM PER ZONE AT LOW POINTS. 1 1" ABOVE FINISH GRADE2 NATIVE SOIL PER SPECIFICATIONS3 FINISH GRADE4 DRIPLINE FLUSH VALVE 6" ROUND PLASTIC VALVE BOX. HEAT BRAND "FV" ON LID IN 1" HIGH CHARACTERS56 3/4" SCH 80 PVC NIPPLE7 BRICK SUPPORTS8 PEA GRAVEL SUMP (6" X 18") PVC TEE (S X S X T) WITH 3/4" THREADED OUTLET
910 PVC PIPING NOT TO SCALE JN
30'-0" 18'-0" 60'-0" 30'-0" 18'-0" 16'-0" 16'-0" 20'-0" TYP. ILLUSTRATIVE WETLAND SECTIONS SWENSON Scale: Date: Job #: Sheet Drawn by: COPYRIGHT C 2025 Revision Schedule: Consultant: Agency Approval:

PLANNING FILE: PD25-008 L5.09 PLANNING RESUBMITTAL - REVISION 1: JUNE 11TH, 2025 1655 BERRYESSA RD, SAN JOSE, CA 95131
BERRYESSA FAMILY APTS. 06/11/25 5221.40 # Description Date 1570 Oakland Road (408) 487-2200 San Jose, CA 95131 HMHca.com S:\PROJECTS\522100\LA\PLANNING\WETLAND\522100-WETLAND-TEMP.DWG PLOTTED: 6/10/2025 5:48 PM OPEN GROUND WATER (0.35 AC) SEASONAL WETLAND, TYP. (0.26 AC) FENCED NATIVE RIPARIAN VEGETATION BUFFER

ELEVATION
SEASONAL WETLAND, TYP. RUSHES + WILLOWS FENCED NATIVE RIPARIAN VEGETATION BUFFER TOTAL WETLAND AREA: 0.6 AC 109'-0" 26'-0" 16'-0"+/- 24'-0" 14'-0" +/- A PROPOSED WETLAND POND SCALE: 1" = 10' EXISTING WETLAND POND SCALE: 1" = 10' 757677787980818283 WETLAND PARK AMENITIES WETLAND PARK AMENITIES WETLAND ISLAND WITH PLANTING AND DOWNED NATIVE TREE LOGS FOR HABITAT TOAD HOUSE NATIVE TREES: OAKS, WILLOWS, COTTONWOODS, AND BUCKEYES, TYPICAL SAND NESTING AREA INTERPRETIVE SIGNAGE WOOD DUCK NEST BOX CLEAR VIEW METAL FENCE CLEAR VIEW METAL FENCE MEASURED (HIGH LIMIT) BENCH TO CURRENT WATER SURFACE BENCH TO BOTTOM OF POND OPEN GROUND WATER SLOPE LENGTH 777879808182838485

ELEVATION
(FOR REFERENCE) 7071727374 26' 3:1 MAX SLOPE 1" = 10' JN

San Jose City CouncilAugust 12, 2025

San Jose City Council
August 12, 2025