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

ASSESSOR'S PARCEL NUMBER:

PROJECT ADDRESS/LOCATION:

PRIOR APPROVALS:

EXISTING GENERAL PLAN DESIGNATION:

EXISTING ZONING DESIGNATION:

PROPOSED USE:

GROSS SITE AREA:

RIGHT-OF-WAY DEDICATION:

PUBLIC PARK:

NET SITE AREA:

PROPOSED DENSITY:
241-03-023, -024, -025
1651-1655 BERRYESSA RD
PDC18-036, PD21-009, PT21-030

INDUSTRIAL PARK
RM(PD)- PDC18-036

MIXED USE OFFICE/RESIDENTIAL
±13.05 AC
±2.59 AC
±1.20 AC
±9.26 AC
RESIDENTIAL: UP TO 119 DU/AC ALLOWED
COMMERCIAL: UP TO 5.3 FAR ALLOWED

PROJECT INFORMATION

BERRYESSA ROAD
SITE

PLANNED DEVELOPMENT ZONING
FOR

LANDS OF FACCHINO
A MIXED-USE DEVELOPMENT BY TERRACOMMERCIAL REAL ESTATE CORP.

AS ESTABLISHED IN ORDINANCE _____________, ESTABLISHING A PLANNED DEVELOPMENT DISTRICT

TITLE SHEET
MTP

NOT TO SCALE
MTP

TABLE OF CONTENTS

1.0 TITLE SHEET

2.0 LAND USE PLAN

2.1 DEVELOPMENT STANDARDS

3.0 CONCEPTUAL SITE PLAN

3.1 CONCEPTUAL STREET SECTIONS
C4.0 CONCEPTUAL GRADING AND DRAINAGE PLAN
C4.1 CONCEPTUAL UTILITY PLAN
C5.0 CONCEPTUAL STORMWATER CONTROL PLAN
C5.1 CONCEPTUAL STORMWATER CONTROL PLAN
C5.2 CONCEPTUAL STORMWATER CONTROL PLAN
L1 CONCEPTUAL LANDSCAPE PLAN
L2 CONCEPTUAL TREE REMOVAL PLAN
L3 ARBORIST REPORT

MERCADO WAYMERCADO WAY

SHORE DRIVESHORE DRIVE

FARGATE COURTFARGATE COURT
DRAWN BY:

PROJECT NO:

CAD DWG FILE:

CHECKED BY:

DATE:

SCALE:

HMH C

DATE DESCRIPTIONNO

PLANNED DEVELOPMENT ZONING
PDC25-016

LANDS OF FACCHINO
TERRACOMMERCIAL REAL ESTATE CORP.

S:\PROJECTS\522100\PL\ZONING\522100TS.DWG
522100TS.DWG

1.0 5221.00
TA
APRIL 21, 2025
25 PLOTTED: 6/6/2025 9:58 AMOF
Land Use Entitlements
Land Planning
Landscape Architecture
Civil Engineering
Utility Design
Land Surveying
Stormwater Compliance
1570 Oakland Road (408) 487-2200
San Jose, CA 95131 HMHca.com

LANDS OF VTALANDS OF VTA

DE ROME DRIVEDE ROME DRIVE

PROJECT DESCRIPTION

PLANNED DEVELOPMENT ZONING TO ALLOW FOR CHANGES TO THE PREVIOUSLY APPROVED PLANNED DEVELOPMENT ZONING (FILE NO. PDC18-036) INCLUDING CHANGES TO THE STREET NETWORK TO ELIMINATE A PORTION OF MERCADO

WAY BETWEEN THE PROPOSED STREETS BERNARD DRIVE AND PERLO DRIVE, AND ALLOW FOR THE RECONFIGURATION/RELOCATION OF THE THE EXISTING WETLAND INTO THE OPEN SPACE PARCEL. THIS ZONING WILL

ALSO CHANGE THE BASE ZONING DISTRICT OF THE RESIDENTIAL AREA FROM RM TO UR, IN CONFORMANCE WITH THE GENERAL PLAN. NO CHANGES TO THE PREVIOUSLY APPROVED DENSITIES ARE PROPOSED.

Exhibit A

BERRYESSA ROAD

EXISTINGRESIDENTIAL EXISTINGRESIDENTIAL

LANDS OF VTA

MERCADO WAYSHORE DRIVE DE ROME DRIVE

EXISTING RESIDENTIAL

BERNARD DRIVE - PUBLIC STREET (P)

EXISTINGRESIDENTIAL

ROBERT DRIVE - PUBLIC STREET (P)

SHORE DRIVE - PUBLIC STREET (P)

DE ROME DRIVE - PUBLIC STREET (P)PERLO DRIVE - PRIVATE STREET (P)

VICINITY MAPNOT TO SCALE

SITEBERRYESSA RDOAKLAND RD

MCKEE RD
MABURY RDN. KING RD

JACKSON RD
13TH STHEDDING STTAYLOR ST

BROKAW RD
101
880880
680
880
680PERMITTED USES
±7.17 ACPERCENTAREALAND USE
DENSITY850 DWELLING UNITS*7.17 ACRES (NET RESI)= 119 DU / AC ALL PERMITTED, CONDITIONAL ANDSPECIAL USES OF THE URBANRESIDENTIAL (UR) DISTRICT OF SJMCTITLE 20, AS AMENDED.

HATCHPATTERN55%
±2.59 ACPUBLIC STREETRIGHT-OF-WAY DEDICATION20%
±2.10 ACALL PERMITTED, CONDITIONAL, ANDSPECIAL USES ALLOWED UNDER THECP COMMERCIAL PEDESTRIAN ZONINGDISTRICT OF SJMC TITLE 20, ASAMENDED16% ±13.05 ACGROSS SITE AREA:100%

LAND USE PLAN
DM
1" = 50'
DM

PROJECT BOUNDARYLEGEND

RIGHT-OF-WAYPROPERTY LINE (EXISTING)PROPERTY LINE
1 INCH = 50 FEET
10050250
DRAWN BY:

PROJECT NO:CAD DWG FILE:

CHECKED BY:

DATE:SCALE:HMHC

DATEDESCRIPTIONNO
PLANNED DEVELOPMENT ZONINGPDC25-016LANDS OF FACCHINOTERRACOMMERCIAL REAL ESTATE CORP.

S:\PROJECTS\522100\PL\ZONING\522100LU.DWG
522100LU.DWG

2.0 5221.00
TAAPRIL 21, 2025
25 PLOTTED: 6/6/2025 9:58 AMOF
Land Use EntitlementsLand PlanningLandscape ArchitectureCivil EngineeringUtility DesignLand SurveyingStormwater Compliance1570 Oakland Road(408) 487-2200San Jose, CA 95131HMHca.com ±280,000 SF OFFICE± 91,220 SF= 3.0 FAR**
±1.20 ACPARKLAND AND OPEN SPACE9%
= 3.0 FAR*MAXIMUM ALLOWABLE BUILDOUT OF UP TO 850 RESIDENTIAL UNITS**MAXIMUM ALLOWABLE BUILDOUT OF UP TO 480,000 SF ALLOWS FOR AN FAR OF UP TO 5.3

DEVELOPMENTSTANDARDS
DM

NOT TO SCALE
DMDRAWN BY:

PROJECT NO:CAD DWG FILE:

CHECKED BY:

DATE:SCALE:HMHC

DATEDESCRIPTIONNO
PLANNED DEVELOPMENT ZONINGPDC25-016LANDS OF FACCHINOTERRACOMMERCIAL REAL ESTATE CORP.

S:\PROJECTS\522100\PL\ZONING\522100LU.DWG
522100LU.DWG

2.1 5221.00
TAAPRIL 21, 2025
25 PLOTTED: 6/6/2025 9:58 AMOF
Land Use EntitlementsLand PlanningLandscape ArchitectureCivil EngineeringUtility DesignLand SurveyingStormwater Compliance1570 Oakland Road(408) 487-2200San Jose, CA 95131HMHca.com

STOP STOP
FD

BUILDING C
PLAN 1
PLAN 3
BUILDING DPLAN 3
PLAN 2

BUILDING C
PLAN 1
PLAN 3
PLAN 3
PLAN 3
PLAN 2BUILDING F
PLAN 3
PLAN 3
PLAN 2BUILDING F BUILDING E
PLAN 3
PLAN 2
PLAN 1

BUILDING E
PLAN 3
PLAN 2
PLAN 1
1360FT RUN @1/8"/FT = -45"ASSUME RUNS STARTS -36"BFFI.E.=77.55 I.E. @ STREET 74.516" WATERSERVICE D.S.

D.S.

D.S. D.S.

D.S.

D.S. D.S. D.S.

D.S.

D.S.D.S.

D.S.

D.S.D.S.

D.S.

D.S.D.S.

D.S.

E3.1
A3.1

3.1G
B3.1

3.1H
I3.1

BERRYESSA ROAD

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

BUILDING C
PLAN 1
PLAN 3
PLAN 3
PLAN 3
PLAN 2BUILDING F
PLAN 3
PLAN 3
PLAN 2BUILDING F BUILDING E
PLAN 3
PLAN 2
PLAN 1

BUILDING E
PLAN 3
PLAN 2
PLAN 1

LANDS OF VTA

EXISTINGRESIDENTIALEXISTINGRESIDENTIAL EXISTINGRESIDENTIAL

MERCADO WAYSHORE DRIVE DE ROME DRIVE
BLOCK I±280,000 SFFUTURECOMMERCIAL*±2.09 AC
APPROVED RESIDENTIAL5 SINGLE FAMILY UNITSPD21-009
APPROVED RESIDENTIAL24 TOWNHOME UNITSPD21-009
BLOCK F&G- FUTUREMULTI-FAMILYMARKET RATE±2.31 ACBLOCK E-OPEN SPACE±1.20 AC BLOCK D/H260 AFFORDABLE UNITS±2.35 AC
APPROVED RESIDENTIAL19 SINGLE FAMILY UNITSPD21-009SHORE DRIVEPUBLIC STREET (P)

DE ROME DRIVEPUBLIC STREET (P)

PERLO DRIVE - PRIVATESTREET (P)

BERNARD DRIVE - PUBLIC STREET (P)

FACCHINO WAY

EXISTINGRESIDENTIAL

PRIVATE DRIVE (P)

SHORE DRIVEPUBLIC STREET (P)

PERLO DRIVE -PUBLIC STREET (P)
D3.1
A3.1

3.1F
B3.1
C3.1

3.1E

3.1G
I3.1
H3.1
EAE
36'36'35'
26'
30'
36'
36'
36'
28'
28'
56' R/W
8' 10'10'±8'34'
9'9'
±5'
9'9'
±15'
46'20' MIN.
20' MIN.
±12'
8' DEDICATION
50' RAIL SETBACK (P)
8'
20'MIN.
19' 17'6'MAX.6'MAX.
56'
20'EAE (P)
7'
10'10' ±10' SW
56' R/W48' R/W
10'10'
10'26'10'
9'9'
±49' 12' SIDEWALK7'
± 7' DEDICATION

EXISTING STREET EASEMENTPROPOSED RIGHT OF WAY
46' R/W
4' (TYP.)
4' (TYP.)
13'10'
5'
7'
7'
4'5'
12'
3'
26'
20'
26'
26' 26'

VICINITY MAPNOT TO SCALE

SITEBERRYESSA RDOAKLAND RD

MCKEE RD
MABURY RDN. KING RD

JACKSON RD
13TH STHEDDING STTAYLOR ST

BROKAW RD
101
880880
680
880
680

CONCEPTUAL SITEPLAN
RH
1" = 50'
RH

PROJECT BOUNDARYLEGEND

RIGHT-OF-WAYEASEMENTPROPERTY LINE (EXISTING)PROPERTY LINE 1 INCH = 50 FEET
10050250
DRAWN BY:

PROJECT NO:CAD DWG FILE:

CHECKED BY:

DATE:SCALE:HMHC

DATEDESCRIPTIONNO
PLANNED DEVELOPMENT ZONINGPDC25-016LANDS OF FACCHINOTERRACOMMERCIAL REAL ESTATE CORP.

S:\PROJECTS\522100\PL\ZONING\522100SP.DWG
522100SP.DWG

3.0 5221.00
TAAPRIL 21, 2025
25 PLOTTED: 6/6/2025 10:01 AMOF
Land Use EntitlementsLand PlanningLandscape ArchitectureCivil EngineeringUtility DesignLand SurveyingStormwater Compliance1570 Oakland Road(408) 487-2200San Jose, CA 95131HMHca.comNOTESCONCEPTUAL LOT LINES ARE SHOWN FOR REFERENCE ONLY AND WILL BEFINALIZED WITH THE PROCESSING OF A TENTATIVE MAP.

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

TOWNHOMES

0.5'SW 0.5'

RIGHT OF WAY
36'CURB TO CURB

R/W R/W
10'

SINGLE FAMILYUNITS
10'
56'
SW

COMMERCIALBUILDING

0.5'SW 0.5'

RIGHT OF WAY
36'CURB TO CURB

R/W R/W
10'

MULTI-FAMILYMARKET RATEBUILDING
10'
56'
SW ±46' 0.5'PARKSTRIP 0.5'

RIGHT OF WAY
30'CURB TO CURB

R/W R/W
4'

SINGLE FAMILYUNITS
9'SW
48'
4'SW0.5'

0.5' ±6'PARKSTRIP0.5'

RIGHT OF WAY
28'CURB TO CURB
R/WR/W
4'

SINGLE FAMILYUNITS
9'SW
PARK
46'
4'SW0.5'

MULTI-FAMILYMARKET RATEBUILDING

0.5'0.5'CURB TO CURB

TOWNHOMES
8'
34'
SW

MULTI-FAMILYMARKET RATEBUILDING

0.5'SW 0.5'

RIGHT OF WAY
36'CURB TO CURB

R/W R/W
10'

MULTI-FAMILYAFFORDABLEBUILDING
10'
56'
SW
SW
EXR/W
12'

COMMERCIALBUILDING
±7'

EX CURBAND 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
AD
EH
I
G
F

RAIL SETBACK
20'EVAE

PLMULTI-FAMILYAFFORDABLEBUILDING
3'

EX LOT LINE
3' 35'±

EX BARTTRACKS

LOTLINE LOTLINE

0.5'PARKSTRIP 0.5'

RIGHT OF WAY
28'CURB TO CURB

R/W R/W
4'

SINGLE FAMILYUNITS
9'SW
46'
4'SW0.5'

SHORE DRIVE PROPOSED PUBLIC STREETB

MULTI-FAMILYMARKET RATEBUILDING
PARK

PROPOSEDR/W
VARIES

PERLO DRIVE PROPOSED PRIVATE STREET

BERNARD DRIVE PROPOSED PUBLIC STREET
26'
50'

CONCEPTUALSTREET SECTIONS
RH
1" = 10'
RHDRAWN BY:

PROJECT NO:CAD DWG FILE:

CHECKED BY:

DATE:SCALE:HMHC

DATEDESCRIPTIONNO
PLANNED DEVELOPMENT ZONINGPDC25-016LANDS OF FACCHINOTERRACOMMERCIAL REAL ESTATE CORP.

S:\PROJECTS\522100\PL\ZONING\522100SP.DWG
522100SP.DWG

3.1 5221.00
TAAPRIL 21, 2025
25 PLOTTED: 6/6/2025 10:03 AMOF
Land Use EntitlementsLand PlanningLandscape ArchitectureCivil EngineeringUtility DesignLand SurveyingStormwater Compliance1570 Oakland Road(408) 487-2200San Jose, CA 95131HMHca.com D.S.

D.S.

D.S. D.S.

D.S.

D.S. D.S.

D.S.

D.S. D.S.

D.S.

D.S. D.S.

D.S.

D.S.D.S.D.S.

D.S.

D.S.D.S.

D.S.

D.S.D.S.

D.S.

OTIS GEN 2 3500OTIS GEN 2 3500 OTIS GEN 2 3500OTIS GEN 2 3500

STOP STOP
SD
SD

SD SD SD
SD SD

SD SD SD

SD SDSD SD
SD SD
SD SD

SDSD SD SD
SD
SD
SD
SD
SD
SD
EG 81.3±
82 82
8380
75 80
75 838075
83 838075
83 83 FG 83.3FG 83.2
FG 83.283
83 83
83 NO PARKING
123

PROPERTY LINESHORE DRIVEMERCADO WAY
BERRYESSA ROADMEDICALOFFICEBUILDINGFF 85.0

LANDS OF VTA

EXRESIDENTIAL

PROPERTY LINE

PROPERTY LINE
2' MAX RETAINING WALLEG 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 82.80.5%
FS 80.7

PROPERTY LINE
FS 82.1~HP0.5% 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 83.8EG 83.1±0.6%

2.2%
FS 84.3
FS 83.9~HP0.5%0.5%0.9%

0.5%
FS 81.80.5%
FS 81.8~LP
FS 81.8~LP
FS 83.6~HPFS 83.2~LP 0.5%0.4%
FS 82.2~HPFS 81.9~LPFS 82.3~HP FS 82.0~LPFS 82.4~HP0.5% 0.5%0.5% 0.5%0.6% 0.6% FF 83.6FF 83.5FF 83.0FF 82.8FF 82.6FF 82.5FF 83.1FF 82.2FF 82.0 FF 82.3FF 82.5FF 82.7FF 82.9FF 83.0FF 83.2FF 83.4FF 83.6FF 83.6FF 83.4FF 83.4FF 83.6FF 83.7FF 83.9FF 84.1FF 84.3FF 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~LP1.0%1.0%

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

EX RESIDENTIALEX RESIDENTIALEX 24"SD EX 15"SDDE ROME DRIVE

SD SD SD
SD SD
SD
SD
SD
SD
MULTI-FAMILYFF 84.3WETLAND / POND
MULTI-FAMILYFF 84.0

SHORE DRIVE DE ROME DRIVE

PERLO DRIVE

BERNARD DRIVE

SHORE DRIVE
FACCHINO WAYFF 83.4
FS 82.0~LP

EX RESIDENTIAL

1.0%

1.0%1.0%

1.0%

PERLO DRIVE
FS 83.2~LP
SD
FS 83.8~HPFS 83.5~LP
FS 83.6~HPFS 83.4~LPFS 83.0 0.4%SD0.5%
FS 83.3
FS 80.1 1.5%FS 80.8
FS 80.9
FS 81.6~LP
AV
1 INCH = 50 FEET
10050250

OVERALL GRADING PLAN
1" = 50'
RH/RM

LEGENDPROPOSEDEXISTING

DIRECTION OF SURFACE DRAINAGELIMIT OF GRADING

CONTOUR

PROPERTY LINEOVERLAND RELEASE PATH

RETAINING WALL (CMU)

STANDARD CURB INLET
150 150

LANDSCAPE DRAIN PIPE

STORM DRAIN PIPESDSD

EASEMENT

BOUNDARYRIGHT-OF-WAYCURB AND GUTTERSIDEWALKDRIVEWAYGRADE BREAKHANDICAP RAMP STORM DRAIN DRAINAGE INLETSTORM DRAIN MANHOLE CSJ D-11

STORM PERFORATED PIPE

STORM DRAIN LINE (PRE-TREATMENT)
DRAWN BY:

PROJECT NO:CAD DWG FILE:

CHECKED BY:

DATE:SCALE:HMHC

DATEDESCRIPTIONNO
PLANNED DEVELOPMENT ZONINGPDC25-016LANDS OF FACCHINOTERRACOMMERCIAL REAL ESTATE CORP.

S:\PROJECTS\522140\PL\ZONING\522140GP.DWG
522140GP.DWG
C3.0
5221.00
DMAPRIL 21, 2025
25 PLOTTED: 6/11/2025 9:56 AMOF
Land Use EntitlementsLand PlanningLandscape ArchitectureCivil EngineeringUtility DesignLand SurveyingStormwater Compliance1570 Oakland Road(408) 487-2200San Jose, CA 95131HMHca.com 106/11/25PER CITY COMMENTS

CONCEPTUALOVERALL GRADINGPLAN
STOP
SD
SD
SD SD
SD SD
SD SD
SD

SD SD SD SD SDSD SD SD SD SD SDSD

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
SDMULTI-FAMILYFF 84.0

SHORE DRIVE
SDFS 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~HPFS 82.9~LP
FS 83.4~LP
FS 83.3~LP
FS 83.2~LP
FS 83.1~LPFS 82.8
FS 82.1~HP

0.5%

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

0.4%
SD
SD
BERNARD DRIVE FS 83.6~HPFS 83.4~LPFS 83.0~GB

0.4%
SD

0.5%
FS 83.3SDSDSD
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 84.0FS 83.02 STEPS ATWALKWAY
FF 84.0
FS 83.0
5% MAX
FS 82.6

SLOPED WALKWAY
FF 84.0
FS 82.04 STEPS ATWALKWAY

SLOPED WALKWAY
5% MAXFF 84.0
FS 82.4
FF 84.0FS 83.5TC 83.38% FF 84.0FS 83.7
TC 83.54%
MAX
MAX
FF 84.0FS 83.74%MAX
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~LPSD
FS 83.8~HP
FS 83.5~LP

0.5%
SDFS 83.6~HPFS 83.4~LP

0.4%TC 83.7 TC 83.5 TC 84.0FS 83.9~HP

0.5%
EG 84.1±

1.0%
3' MAX RETAINING WALL
SD

SDBERNARD DRIVE
FS 83.5~HPFS 83.4~LP

1.0%26'INGRESS/EGRESSDRIVEWAY
AV
1" = 20'
RH
1 INCH = 20 FEET
4020100

LEGENDPROPOSEDEXISTING

DIRECTION OF SURFACE DRAINAGELIMIT OF GRADING

CONTOUR

PROPERTY LINEOVERLAND RELEASE PATH

RETAINING WALL (CMU)

STANDARD CURB INLET
150 150

LANDSCAPE DRAIN PIPE

STORM DRAIN PIPESDSD

EASEMENT

BOUNDARYRIGHT-OF-WAYCURB AND GUTTERSIDEWALKDRIVEWAYGRADE BREAKHANDICAP RAMP STORM DRAIN DRAINAGE INLETSTORM DRAIN MANHOLE CSJ D-11

STORM PERFORATED PIPE

STORM DRAIN LINE (PRE-TREATMENT)

SEE BELOW FOR CONTINUATION

SEE ABOVE FOR CONTINUATIONCONCEPTUALGRADING PLANBLOCK D DRAWN BY:

PROJECT NO:CAD DWG FILE:

CHECKED BY:

DATE:SCALE:HMHC

DATEDESCRIPTIONNO
PLANNED DEVELOPMENT ZONINGPDC25-016LANDS OF FACCHINOTERRACOMMERCIAL REAL ESTATE CORP.

S:\PROJECTS\522140\PL\ZONING\522140GP.DWG
522140GP.DWG
C3.1
5221.00
DMAPRIL 21, 2025
25 PLOTTED: 6/11/2025 9:55 AMOF
Land Use EntitlementsLand PlanningLandscape ArchitectureCivil EngineeringUtility DesignLand SurveyingStormwater Compliance1570 Oakland Road(408) 487-2200San Jose, CA 95131HMHca.com 106/11/25PER CITY COMMENTS
1360FT RUN @1/8"/FT = -45"ASSUME RUNS STARTS -36"BFFI.E.=77.55 I.E. @ STREET 74.516" WATERSERVICE D.S.

D.S.

D.S. D.S.D.S.

D.S.

D.S. D.S.

D.S.

D.S. D.S.

D.S.

D.S.D.S.

D.S.

D.S.D.S.

D.S.

D.S.D.S.

D.S.

D.S.D.S.

D.S.

D.S.D.S.

D.S.

OTIS GEN 2 3500OTIS GEN 2 3500 OTIS GEN 2 3500OTIS GEN 2 3500

STOPSTOP

SSSD SS
W W
W W
W
W W W
W
SD
SD
SD
SD
SD
SD
SS
SS
SS SS
SS
SS
SS

SSSS SSSSSSSSSS

W W W W W W W W W WSSSS
SS
SDSDSD
SSSS

W W W W W W W W W W
W WW

SDSDSDSD
SDSD
SD SD

SDSDSD SD

SDSD SD
SD
SD SD

W W W W W
W

W W W W W
W W W
WWWWWW
WWWWW
EG 81.3±
82 82
838075
8075
838075
83 838075
83 83 FG 83.3FG 83.2FG 83.283
83 83
83 NO PARKING
123
SS
SS
W

PROPERTY LINESHORE DRIVEMERCADO WAY

BERRYESSA ROAD

MEDICAL OFFICEBUILDING

LANDS OF VTA

EXISTINGRESIDENTIAL

PROPERTY LINE

PROPERTYLINE

PROPERTY LINE
PROPERTY LINEEX RESIDENTIALEX RESIDENTIALDE ROME DRIVEEX 24"SD EX 15"SD

SD SD SD
SD SD
SD
SD
SD
SD
SD
SD
SD
W
W
W SSW
SSW
EX 6"SSEX 6"W EX 8"SSEX 8"W EX 8"SS

SDSSSSW
W SS
SSSD EX10"SSSINGLE FAMILYTOWNHOMES

MULTI-FAMILYBUILDING

SINGLE FAMILY

MERCADO WAYSHORE DRIVE

DE ROME DRIVE

PERLO DRIVE

BERNARD DRIVE

FACCHINO WAY

WETLAND / POND

SHORE DRIVE
SDMHRIM 81.0±INV 74.7 IN (NE)EX INV 74.7± OUT ~ EX 24" (SW) SDMHRIM 82.0INV 75.5 THRU (W-NW)
SDMHRIM 83.2INV 79.2 IN (NW)INV 76.7 THRU (SE-SW)SDMHRIM 83.6INV 78.7 THRU (W-NW) SDFIRIM 82.0INV 77.5 OUT

EX SDMHEX RIM 81.3±EX 76.0± IN ~ EX 8" (SE)INV 75.5 IN (NE)EX INV 75.4± OUT ~ EX 15" (SW) SDFIRIM 81.9INV 78.2 OUT
SDMHRIM 82.9INV 76.9 OUT
SDMHRIM 80.7INV 76.3 THRU (NE-SE)
SDMHRIM 83.0INV 79.1 THRU (SE-SW)
SDFITG 83.5INV 79.7 THRU (NW-SW)
SDMHRIM 82.0INV 77.7 IN (SE)INV 77.7 THRU (NE-SW)
SDMHRIM 81.5INV 77.9 OUT
SDFITG 83.3INV 80.8 OUTSDFITG 83.4INV 81.1 OUT
SD

EX RESIDENTIAL
SS

PERLO DRIVE

EX SSMHEX RIM 79.8±INV 73.9 IN (NE)EX INV 73.8± OUT ~ EX 6" (SW) SSMHRIM 80.4INV 74.5 THRU (NE-SW)SSMHRIM 80.1INV 73.4 OUT SSMHRIM 81.8INV 75.8 THRU (N, NE, & SW)
SSMHRIM 82.7INV 77.2 OUT

EX SSMHEX RIM 81.1±INV 72.0 IN (NE)EX INV 71.9 OUT ~ EX 8" (SW) SSMHRIM 81.0INV 72.7 IN (SE)INV 72.6 THRU (NW-S)
SSMHRIM 81.7INV 75.1 OUT
SSMHRIM 82.8INV 76.8 THRU (NW & SW)

EX SSMHEX RIM 81.2±EX INV 74.4± IN ~ EX 8" (SE)INV 73.0 IN (NE)EX INV 72.9± OUT ~ EX 8" (SW) SSMHRIM 81.8INV 73.4 THRU
SSMHRIM 82.8INV 74.4 OUTSD
SDMHRIM 81.4INV 75.1 THRU
SDMHRIM 80.9INV 75.2 THRU (NW-S)
SSMHRIM 81.3INV 72.4 THRU (N-SW)
SDMHRIM 80.1INV 76.0 THRU (NE-SE)
SDMHRIM 81.8INV 78.0 THRU (NE-SW)
SDMHRIM 83.3INV 79.4 THRU (NW-SE)SDFITG 83.1INV 79.9 THRU (N-S)SDFITG 83.1INV 79.5 THRU (N-S) SDMHRIM 83.1INV 77.5 THRU (SE-NW)
SDMHRIM 83.3INV 78.4 THRU (SE-NW)
SDFITG 83.5INV 80.7 THRU (NW-SE)
SDFITG 81.3INV 76.1 THRU (NW-SE)SDFITG 81.7INV 76.8 THRU (NW-SE) SSCORIM 81.4INV 73.0 THRU (NE-SW)
SDMHRIM 82.5INV 76.6 THRU (NE-SW)
SDMHRIM 81.8INV 75.9 THRU (SE, NE-SW)SDFIRIM 81.8INV 77.0 OUT SS STUBINV 73.5 (OUT)
SSMHRIM 82.4INV 74.1 THRU
SSMHRIM 83.4INV 77.0 OUT
EXISTINGRESIDENTIALSDMHRIM 80.9INV 75.5 THRU (NE-SW)
SDMHRIM 81.5INV 75.6 THRU (NE-SW)
SD SDFITG 83.2INV 80.3 THRU (N-S)
SS STUBINV 74.5 (OUT)
SDCORIM 83.6INV 79.5 OUT
AV
1 INCH = 50 FEET10050250

UTILITY PLAN
1" = 50'
RH/RM

LEGENDPROPOSED

WATER MAIN

FIRE WATERWATER VALVE

ELECTROLIER

PROJECT BOUNDARY

CURB AND GUTTEREASEMENT

SANITARY SEWER

PROPERTY LINE

SIDEWALK

STORM DRAIN LINE

RIGHT OF WAY

FIRE HYDRANTS

EXISTING

SANITARY SEWER CLEAN OUTSS

SDSTORM DRAIN BUBBLERSTORM DRAIN DRAINAGE INLETW

FBACK FLOW PREVENTERUTILITY POLEOVERHEAD ELECTRICAL WIREPULLBOX

ROOF DOWNSPOUT

SANITARY SEWER MANHOLESTORM DRAIN MANHOLE

WATER MONITORING WELL

WATER METERSTORM DRAIN CURB INLET
DRAWN BY:

PROJECT NO:CAD DWG FILE:

CHECKED BY:DESIGNED BY:

DATE:SCALE:HMHC
DATEDESCRIPTIONNO PLANNED DEVELOPMENT ZONINGPDC25-016LANDS OF FACCHINOTERRACOMMERCIAL REAL ESTATE CORP.

S:\PROJECTS\522140\PL\ZONING\522140UT.DWG
522140UT.DWG
C4.0
5221.00
DMAPRIL 21, 2025
25 PLOTTED: 6/11/2025 8:54 AMOF
Land Use EntitlementsLand PlanningLandscape ArchitectureCivil EngineeringUtility DesignLand SurveyingStormwater Compliance1570 Oakland Road(408) 487-2200San Jose, CA 95131HMHca.com 106/11/25PER CITY COMMENTS

CONCEPTUALUTILITY PLAN
BBQ
BBQ
TRTR
TR
WFWF
BBQ

BBQ BBQBBQ
WF

TRTR TR
TR
TR
TR
IAM
TR

DRIVETHRU

AIR &WATER
9-MPD (3 X 3)

GATE GATE

PAVED PARKING
CB77.6
TC XXX.XX
TC 76.83HP
ERTC 84.03
HPTC 77.97
ERTC 79.61
LPTC 77.39LPTC 77.17CBTC 77.88
HPTC 78.43
LPTC 77.07
DMA 1
W
WW
WW

W W W W W W W W

WWWWWWWWWWW
TC 76.78LP
HPTC 78.47LPTC 76.54
LPTC 75.83
LPTC 77.61HPTC 77.95TC 79.02HP LPTC 78.41HPTC 79.47LPTC 79.22LPTC 78.53HPTC 78.93 TC 79.38ERERTC 78.10
HPTC 80.41ERTC 79.79
1 360FT RUN @1/8"/FT = -45"ASSUME RUNS STARTS -36"BFFI.E.=77.55 I.E. @ STREET 74.516" WATERSERVICE OTIS GEN 2 3500
OTIS GEN 2 3500
OTIS GEN 2 3500
OTIS GEN 2 3500
22°30'0"'
TC 80.74
TC 81.34

STOPSTOP
1 INCH = 120 FEET060120240

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

DRAINAGE MANAGEMENT AREA

EXISTING OUTFALLTO COYOTE CREEK

DIVERSION MANHOLE /SUBMERGED PUMP & FORCE MAIN

BERRYESSA ROAD

SIERRA ROAD

BIOTREATMENTCELL

DETENTION BASIN(STORAGE & PRE-TREATMENT)MERCADOPARK
BLOCK 1BLOCK 2BLOCK 3BLOCK 4BLOCK 5BLOCK 6
BLOCK 7
BLOCK 8COMMERCIAL

BRUZZONEPARK

DIVERSION MANHOLE /SUBMERGED PUMP &FORCE MAIN

COYOTE CREEK TRAILA
TC 77.68
B
BLOCK 9BLOCK 10BLOCK 11
HP

DE ROME DRIVE

MERCADO WAYMERCADO WAY

MERCADO WAY

GIACOMO LANE

SHORE DR

BRUZZONE WAY
BLOCK 162FACCHINOPROPERTY

WHEELHOUSE ROAD

SIERRA ROAD

EAGLE WAY

MC NEAL ST
BIOTREATMENT SOIL REQUIREMENTS·BIORETENTION SOIL MIX SHALL MEET THEREQUIREMENTS AS OUTLINED IN APPENDIX C OFTHE C.3 STORM WATER HANDBOOK AND SHALLBE A MIXTURE OF FINE SAND AND COMPOSTMEASURED ON A VOLUME BASIS OF 60-70% SANDAND 30-40% COMPOST. CONTRACTOR TO REFERTO APPENDIX C FOR SAND AND COMPOSTMATERIAL SPECIFICATIONS. CONTRACTOR MAYOBTAIN A COPY OF THE C3 HANDBOOK AT :HTTP://WWW.SANJOSECA.GOV/INDEX.ASPX?NID=1761·PRIOR TO ORDERING THE BIOTREATMENT SOILMIX OR DELIVERY TO THE PROJECT SITE,CONTRACTOR SHALL PROVIDE A BIOTREATMENTSOIL MIX SPECIFICATION CHECKLIST, COMPLETEDBY THE SOIL MIX SUPPLIER AND CERTIFIEDTESTING LAB.

1.SEE GRADING PLAN FOR BASIN FOOTPRINT AND DESIGNELEVATIONS.2.PLACE 3 INCHES OF COMPOSTED, NON-FLOATABLE MULCH INAREAS BETWEEN STORMWATER PLANTINGS.3.SEE LANDSCAPE PLAN FOR MULCH, PLANT MATERIALS ANDIRRIGATION REQUIREMENTS4.CURB CUTS SHALL BE A MINIMUM 18" WIDE AND SPACED ATMAXIMUM 10' O.C. INTERVALS AND SLOPED TO DIRECTSTORMWATER TO DRAIN INTO THE BASIN. CURB CUTS SHALL ALSONOT BE PLACED INLINE WITH OVERFLOW CATCH BASIN. SEEGRADING 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 LANDSCAPEFINISHED GRADE.6.DO NOT COMPACT NATIVE SOIL / SUBGRADE AT BOTTOM OF BASIN.LOOSEN SOIL TO 12" DEPTH.

BIORETENTION & FLOW-THROUGHPLANTER NOTES:

1.SOILS TYPE: SILT LOAM2.GROUND WATER DEPTH: 0'-10'3.NAME OF RECEIVING BODY: COYOTE CREEK4.FLOOD ZONE: D, AH, AE5.FLOOD ELEVATION (IF APPLICABLE): UNKNOWN, 82', 71'-74' TCM 1
DMA 1 PROJECT SITE INFORMATION:

COYOTE CREEK

NOT TO SCALE

5.2A5.2

5.2 B5.2

PERLO DRIVE

BERNARD DRIVE
BLOCK "I"

SHORE DR
RH
DRAWN BY:

PROJECT NO:CAD DWG FILE:

CHECKED BY:DESIGNED BY:

DATE:SCALE:HMHC
DATEDESCRIPTIONNO PLANNED DEVELOPMENT ZONINGPDC25-016LANDS OF FACCHINOTERRACOMMERCIAL REAL ESTATE CORP.

S:\PROJECTS\522140\PL\ZONING\522140SW.DWG
522140SW.DWG
C5.0
5221.00
DMAPRIL 21, 2025
25 PLOTTED: 6/11/2025 8:57 AMOF
Land Use EntitlementsLand PlanningLandscape ArchitectureCivil EngineeringUtility DesignLand SurveyingStormwater Compliance1570 Oakland Road(408) 487-2200San Jose, CA 95131HMHca.com 106/11/25PER CITY COMMENTS
RH

CONCEPTUALSTORMWATERCONTROL PLAN

PAVED PARKING
606570758060
60606565707580
757580808585
75758080758070758
65707580 707580
657075 757580757580
IARIAR
P P
X

P PP PPP P
P PPPP
G.W.G.W.

S.S.

FIRE
S.S.

S.S.WATERWATER

FIREFIRE
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.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

PICNICTABLE

RCBBQTRBBQ PICNICTABLE

PICNICTABLE

RCBBQTRBBQ

RCTRRCTR

BENCHBENCH
BENCH
BENCH
BENCH
BENCH
WF
1 360FT RUN @1/8"/FT = -45"ASSUME RUNS STARTS -36"BFFI.E.=77.55 I.E. @ STREET 74.516" WATERSERVICE 11 2
2 33
44 55
66 B1
B1
77 88
99 1010
1111
1212
1313
1414
1515
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
1616
1717
1818
1919
2020

STOPSTOP

BERRYESSA ROAD
MERCADO PARKBLOCK 162COMMERCIAL SITE

BIORETENTION AREA

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

COYOTE CREEK

BRUZZONE PARK

FACCHINO PROPERTY

BLOCK I

DRAINAGE BOUNDARYLEGEND

PERVIOUS AREAIMPERVIOUS AREA
1 INCH = 120 FEET060120240
RH

NOT TO SCALE
DRAWN BY:

PROJECT NO:CAD DWG FILE:

CHECKED BY:DESIGNED BY:

DATE:SCALE:HMHC
DATEDESCRIPTIONNO PLANNED DEVELOPMENT ZONINGPDC25-016LANDS OF FACCHINOTERRACOMMERCIAL REAL ESTATE CORP.

S:\PROJECTS\522140\PL\ZONING\522140SW-2.DWG
522140SW-2.DWG
C5.1
5221.00
DMAPRIL 21, 2025
25 PLOTTED: 6/11/2025 8:59 AMOF
Land Use EntitlementsLand PlanningLandscape ArchitectureCivil EngineeringUtility DesignLand SurveyingStormwater Compliance1570 Oakland Road(408) 487-2200San Jose, CA 95131HMHca.com 106/11/25PER CITY COMMENTS

CONCEPTUALSTORMWATERCONTROL PLAN
RH

EXISTINGRIPARIAN

APPROXIMATE CREEK C/L

DETENTION BASIN

EXISTING PROPERTY BOUNDARY
FUTURE SCVWDFLOOD WALLPROJECT BY OTHERSAPPROXIMATEELEVATION 74± 8'-0" COYOTECREEK MULTI-USETRAIL

COMMERCIALMIXED-USE DEVELOPMENT

PUBLIC FORCE MAIN

CORRIDOR (RHC)
±45' FRONTAGE ROADWAY±114' EXISTING COYOTE CREEK CORRIDOR±100' RIPARIAN SETBACK 3:1 SLOPE3:1 SLOPE

PROPOSED PUBLIC DETENTION BASIN

EXISTING STORMDRAIN OUTFALL

BIOTREATMENT CELL AREA

BIOTREATMENT CELLOVERFLOW PIPEPROPOSED STORMFORCE MAIN (STORAGE OF WATER QUALITY VOLUME)

SUBDRAIN
TABLE 1ROUTINE MAINTENANCE ACTIVITIES FOR BIORETENTION AREASNO. MAINTENANCE TASKFREQUENCY OF TASK1REMOVE OBSTRUCTIONS, WEEDS, DEBRIS AND TRASH FROM BIORETENTION AREAAND ITS INLETS AND OUTLETS; AND DISPOSE OF PROPERLY.QUARTERLY, OR AS NEEDEDAFTER STORM EVENTS2INSPECT BIORETENTION AREA FOR STANDING WATER. IF STANDING WATER DOESNOT DRAIN WITHIN 2-3 DAYS, TILL AND REPLACE THE SURFACE BIOTREATMENTSOIL WITH THE APPROVED SOIL MIX AND REPLANT.QUARTERLY, OR AS NEEDEDAFTER STORM EVENTS3CHECK UNDERDRAINS FOR CLOGGING. USE THE CLEANOUT RISER TO CLEAN ANYCLOGGED UNDERDRAINS.QUARTERLY, OR AS NEEDEDAFTER STORM EVENTS4MAINTAIN THE IRRIGATION SYSTEM AND ENSURE THAT PLANTS ARE RECEIVINGTHE CORRECT AMOUNT OF WATER (IF APPLICABLE).QUARTERLY5ENSURE THAT THE VEGETATION IS HEALTHY AND DENSE ENOUGH TO PROVIDEFILTERING AND PROTECT SOILS FROM EROSION. PRUNE AND WEED THEBIORETENTION AREA. REMOVE AND/OR REPLACE ANY DEAD PLANTS.ANNUALLY, BEFORE THE WETSEASON BEGINS6USE COMPOST AND OTHER NATURAL SOIL AMENDMENTS AND FERTILIZERSINSTEAD OF SYNTHETIC FERTILIZERS, ESPECIALLY IF THE SYSTEM USES ANUNDERDRAIN.ANNUALLY, BEFORE THE WETSEASON BEGINS7CHECK THAT MULCH IS AT APPROPRIATE DEPTH (2 - 3 INCHES PER SOILSPECIFICATIONS) AND REPLENISH AS NECESSARY BEFORE WET SEASON BEGINS.IT IS RECOMMENDED THAT 2” – 3” OF ARBOR MULCH BE REAPPLIED EVERY YEAR.ANNUALLY, BEFORE THE WETSEASON BEGINS8INSPECT THE ENERGY DISSIPATION AT THE INLET TO ENSURE IT IS FUNCTIONINGADEQUATELY, AND THAT THERE IS NO SCOUR OF THE SURFACE MULCH. REMOVEACCUMULATED SEDIMENT.ANNUALLY, BEFORE THE WETSEASON BEGINS9INSPECT OVERFLOW PIPE TO ENSURE THAT IT CAN SAFELY CONVEY EXCESSFLOWS TO A STORM DRAIN. REPAIR OR REPLACE DAMAGED PIPING.ANNUALLY, BEFORE THE WETSEASON BEGINS10REPLACE BIOTREATMENT SOIL AND MULCH, IF NEEDED. CHECK FOR STANDINGWATER, STRUCTURAL FAILURE AND CLOGGED OVERFLOWS. REMOVE TRASH ANDDEBRIS. REPLACE DEAD PLANTS.11INSPECT BIORETENTION AREA USING THE ATTACHED INSPECTION CHECKLIST.ANNUALLY, BEFORE THE WETSEASON

SECTION A-ANTS

SECTION B-BNTS
TABLE 2ROUTINE MAINTENANCE ACTIVITIES FOR EXTENDED DETENTION BASINSNO. MAINTENANCE TASKFREQUENCY OF TASK1EVALUATE THE HEALTH OF VEGETATION AND REMOVE AND REPLACE ANY DEAD ORDYING PLANTS.TWICE A YEAR2TRIM VEGETATION AT BEGINNING AND END OF WET SEASON.TWICE A YEAR3INSPECT VEGETATION TO PREVENT ESTABLISHMENT OF WOODY VEGETATION ANDFOR AESTHETICS AND MOSQUITO CONTROL.MONTHLY4HARVEST VEGETATION ANNUALLY, DURING THE SUMMERANNUALLY5EXAMINE THE OUTLET, EMBANKMENTS, DIKES, BERMS, AND SIDE SLOPES FORSTRUCTURAL INTEGRITY AND SIGNS OF EROSION OR RODENT BURROWS. FILL INANY HOLES DETECTED IN THE SIDE SLOPES.TWICE A YEAR6INSPECT INLETS, OUTLETS AND OVERFLOW STRUCTURES TO ENSURE THAT PIPINGIS INTACT AND NOT PLUGGED. REMOVE ANY ACCUMULATED SEDIMENT ANDDEBRIS. ENSURE THAT ENERGY DISSIPATION IS FUNCTIONING ADEQUATELY.TWICE A YEAR7INSPECT FOR STANDING WATER AND CORRECT ANY PROBLEMS THAT PREVENTTHE BASIN FROM DRAINING AS DESIGNED.TWICE A YEAR8CONFIRM THAT ANY FENCES AROUND THE FACILITY ARE SECURETWICE A YEAR9REMOVE SEDIMENT FROM FOREBAY WHEN THE SEDIMENT LEVEL REACHES THELEVEL SHOWN ON THE FIXED VERTICAL SEDIMENT MARKER AND DISPOSE OFSEDIMENT PROPERLY.AS NEEDED10REMOVE ACCUMULATED SEDIMENT FROM THE DETENTION BASIN AND REGRADEWHEN THE ACCUMULATED SEDIMENT VOLUME EXCEEDS 10% OF BASIN VOLUMEAND DISPOSE OF SEDIMENT PROPERLY.EVERY 10 YEARS, OR AS NEEDED11REMOVE ACCUMULATED TRASH AND DEBRIS FROM THE EXTENDED DETENTIONBASIN AND DISPOSE OF PROPERLY.TWICE A YEAR12INSPECT EXTENDED DETENTION BASIN USING THE ATTACHED INSPECTIONCHECKLIST.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 FOURBELOW):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 BYA GRADE BREAKS THAT PREVENT RUN-ON.d.COVER THE FUELING AREAS WITH A CANOPY EXTENDING AMINIMUM 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 DRAINAGEPATTERNS.3.REDUCE EXISTING IMPERVIOUS SURFACES.4.CREATE NEW PERVIOUS AREAS:5.LANDSCAPINGa.PARKING STALLS.b.WALKWAYS AND PATIOS.c.EMERGENCY VEHICLE ACCESS.d.PRIVATE STREETS AND SIDEWALKS.6.DIRECT RUNOFF FROM ROOFS, SIDEWALKS, PATIOS TOLANDSCAPED AREAS.7.CLUSTER STRUCTURES/PAVEMENT.8.PLANT TREES ADJACENT TO AND IN PARKING AREAS ANDADJACENT 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 MEASURESSOURCE CONTROL MEASURES
OPERATION AND MAINTENANCEINFORMATION:I.PROPERTY INFORMATION:I.A.PROPERTY ADDRESS:MULTIPLE ADDRESS I.B.PROPERTY OWNER:MULTIPLE OWNERSII.RESPONSIBLE PARTY FOR MAINTENANCE:II.A.CONTACT:CITY OF SAN JOSEII.B.PHONE NUMBER OF CONTACT:408-535-3500 II.C.EMAIL:II.D.ADDRESS:200 E. SANTA CLARA STREETSAN JOSE, CA 951131 N.T.S.

SIDE SLOPE13 MAX.SLOPE VARIES
SIZING METHOD:FLOW-COMBOBIORETENTION BASIN W/ LINER
12" MIN. OF CLASS II PERMEABLEROCK PER CALTRANS SPECS.ROCK SECTION TO INCREASE IFPERFORATED PIPE REACHESBOTTOM OF 12" SECTIONPERFORATED PIPE (SLOPE AT0.50% MIN) W/ PERFORATIONSDOWN. SEE PLAN FOR LENGTHAND LOCATION.

IMPERMEABLE LINER

SOLID OVERFLOW PIPENATIVE MATERIALPLACE GEOTEXTILE BETWEEN COBBLES &NATIVE SOIL FOR EROSION CONTROL

CURB OPENING(SEE DETAIL ANDPLAN FOR LOCATION)
PLACE 4" MIN. DIA. APPROVED COBBLE 0.2'BELOW CURB OPENINGS FOR DISTANCEOF 2' EITHER SIDE OF CURB OPENINGSCHRISTY V12OR APPROVEDEQUAL OVERFLOWRISER W/ GRATECLEANOUTW/ CAP ATFINISH GRADE

IF NATIVE MATERIAL IS USED FORSIDESLOPE, RELATIVE COMPACTION OFSUBGRADE TO BE SIMILAR TO ADJOININGNATIVE SOILS BIO-TREATMENTSOIL MIX (BSM)PER SPECS.
18"(BSM)12"MIN.

RISER HEIGHTSEE TCMTABLE8"MIN.0.2'

SEE PLAN

NOT TO SCALE
RHDRAWN BY:

PROJECT NO:CAD DWG FILE:

CHECKED BY:DESIGNED BY:

DATE:SCALE:HMHC
DATEDESCRIPTIONNO PLANNED DEVELOPMENT ZONINGPDC25-016LANDS OF FACCHINOTERRACOMMERCIAL REAL ESTATE CORP.

S:\PROJECTS\522140\PL\ZONING\522140SW.DWG
522140SW.DWG
C5.2
5221.00
DMAPRIL 21, 2025
25 PLOTTED: 6/11/2025 9:01 AMOF
Land Use EntitlementsLand PlanningLandscape ArchitectureCivil EngineeringUtility DesignLand SurveyingStormwater Compliance1570 Oakland Road(408) 487-2200San Jose, CA 95131HMHca.com 106/11/25PER CITY COMMENTS
RH

CONCEPTUALSTORMWATERCONTROL PLAN
1360FT RUN @1/8"/FT = -45"ASSUME RUNS STARTS -36"BFFI.E.=77.55 I.E. @ STREET 74.516" WATERSERVICE OTIS GEN 2 3500OTIS GEN 2 3500 OTIS GEN 2 3500OTIS GEN 2 3500

STOPSTOP
1360FT RUN @1/8"/FT = -45"ASSUME RUNS STARTS -36"BFFI.E.=77.55 I.E. @ STREET 74.516" WATERSERVICE OTIS GEN 2 3500OTIS GEN 2 3500 OTIS GEN 2 3500OTIS GEN 2 3500 1360FT RUN @1/8"/FT = -45"ASSUME RUNS STARTS -36"BFFI.E.=77.55 I.E. @ STREET 74.516" WATERSERVICE OTIS GEN 2 3500OTIS GEN 2 3500 OTIS GEN 2 3500OTIS GEN 2 3500 FD
BERRYESSA ROAD820BERRYESSA ROAD820
DRAWN BY:

PROJECT NO:CAD DWG FILE:

CHECKED BY:DESIGNED BY:

DATE:SCALE:HMHC
DATEDESCRIPTIONNO PLANNED DEVELOPMENT ZONINGPDC25-016LANDS OF FACCHINOTERRACOMMERCIAL REAL ESTATE CORP.

S:\PROJECTS\522100\LA\ZONING\522100CL.DWG
522100CL.DWG
L1
5221.00
DMAPRIL 21, 2025
25 PLOTTED: 6/10/2025 5:44 PMOF
Land Use EntitlementsLand PlanningLandscape ArchitectureCivil EngineeringUtility DesignLand SurveyingStormwater Compliance1570 Oakland Road(408) 487-2200San Jose, CA 95131HMHca.com 106/11/25PER CITY COMMENTS
1 INCH = 50 FEET10050250
STJN
1"=50'ST

CONCEPTUALLANDSCAPE PLAN
NOTES:1.SEE SHEET L1 FOR CONCEPTUAL LANDSCAPE PLAN.2.SEE SHEET L2 FOR TREE REMOVAL PLAN.3.SEE SHEET L3 FOR ARBORIST REPORT.4.STREET TREES SHOWN CONCEPTUALLY. FINAL SELECTION TOBE COORDINATED WITH THE CITY ARBORIST.5.SITE TREE PLACEMENT MAXIMUM DISTANCE REQUIREMENT:·20'-0" O.C. FOR SMALL TREES·25'-0" O.C. FOR MEDIUM TREES·35'-0" O.C. FOR LARGE TREES3.SITE TREE PLACEMENT MINIMUM DIMENSION REQUIREMENT:·5'-0" O.C. TO BUILDING STRUCTURE FOR SMALL TREES·12'-0" O.C. TO BUILDING STRUCTURE FOR MEDIUM TREES·20'-0" O.C. TO BUILDING STRUCTURE FOR LARGE TREES4.DESIGNATE 700 CUBIC FEET OF NON-COMPACTED SOIL FORSMALL TREES, 1400 CUBIC FEET OF NON-COMPACTED SOILFOR MEDIUM TREES, AND 2100 CUBIC FEET OFNON-COMPACTED SOIL FOR LARGE TREES TO ALLOW TREESTO REACH THEIR MATURITY. STRUCTURAL SOIL SYSTEMS, SOILCELLS, OR CONTINUOUS TRENCHES ARE EXAMPLE OF WAYSTO REACH TO THE ABOVE SOIL VOLUMES.5.MINIMUM VERTICAL CLEARANCE FOR TREE CANOPIES ATMATURITY AS FOLLOWS:·14'-0" IN AND AROUND SERVICE AND LOADING AREAS ANDDRIVEWAYS·12'-0" FOR PARKING LOTS·8'-0" FOR TREE CANOPIES IMMEDIATELY ADJACENT TOSIDEWALKS AND PATIOS6.SELECT TREES WHICH AT MATURITY CREATE A TREE CANOPYCOVER THAT SHADES A MINIMUM OF 50 PERCENT OF EACHON-SITE SURFACE PARKING AREA, COMMON OPEN SPACE ATTHE GROUND FLOOR, PODIUM COURTYARD, ANDPRIVATELY-OWNED (AND MAINTAINED) PUBLIC OPEN SPACE.7.TREE WELLS MUST BE AT LEAST 4' LARGER THAN MATURETREE TRUNK DIAMETER.8.TREE WELLS IN A PARKING LOT SHALL BE A MINIMUM FORTYSQUARE FEET, WITH A MINIMUM FIVE FOOT NET DIMENSION.9.IN GENERAL PLAN RESIDENTIAL AND MIXED-USE LAND USEDESIGNATIONS, THE HEIGHT OF A LIGHTING FIXTURE MUST BE:·UP TO THREE FEET FOR WALKING PATHS THROUGH OPENSPACE.·UP TO 12 FEET, WHEN THE DISTANCE OF THE FIXTUREFROM THE ADJACENT RESIDENTIAL PROPERTY LINE ISLESS THAN TWICE THE HEIGHT OF THE FIXTURE.·UP TO 25 FEET, WHEN THE DISTANCE OF THE FIXTUREFROM THE ADJACENT SHARED PROPERTY LINE IS MORETHAN TWICE THE HEIGHT OF THE FIXTURE. 4'-0"
5'-0"

BERRYESSA ROAD
BLOCK F + G

MULTI-FAMILY
UP TO 338 UNITS

COMMERCIAL

BUILDING

YESSA ROADYESSA ROAD
1 1 0 S 4 8 1

SDSDSDSD

SDSDSDSDSDD
SD
UP
UP
UP UP
1/S300
2/S300
3/S300
12/S300
4/S300
8/S300
9/S300
10/S300
11/S300
15/S300 13/S300
14/S300
16/S300
5/S300
6/S300
7/S300
BLOCK D + H

MULTI-FAMILY AFFORDABLE
260 UNITS

BLOCK C - TOWNHOMES
24 UNITS

BLOCK E

OPEN SPACE &

MITIGATION
BASIN
± 1.2 AC

FUTURE PUBLIC PARK

BLOCK B - SINGLE FAMILY
5 UNITS
BLOCK A - SINGLE FAMILY, 19 UNITS
EVAE

BART TRACKS

BERNARD DRIVE

DE ROME DRIVE

ROBERT DRIVE

FACCHINO WAY

SHORE DRIVE
82 82

BERRYESSA ROAD
1360FT RUN @1/8"/FT = -45"ASSUME RUNS STARTS -36"BFFI.E.=77.55 I.E. @ STREET 74.516" WATERSERVICE OTIS GEN 2 3500OTIS GEN 2 3500 OTIS GEN 2 3500OTIS GEN 2 3500

STOPSTOP
3596359735983599
359336043605361536073606
3600360136023603
1360FT RUN @1/8"/FT = -45"ASSUME RUNS STARTS -36"BFFI.E.=77.55 I.E. @ STREET 74.516" WATERSERVICE OTIS GEN 2 3500OTIS GEN 2 3500 OTIS GEN 2 3500OTIS GEN 2 3500 1360FT RUN @1/8"/FT = -45"ASSUME RUNS STARTS -36"BFFI.E.=77.55 I.E. @ STREET 74.516" WATERSERVICE OTIS GEN 2 3500OTIS GEN 2 3500 OTIS GEN 2 3500OTIS GEN 2 3500 BERRYESSA ROAD820BERRYESSA ROAD820
DRAWN BY:

PROJECT NO:CAD DWG FILE:

CHECKED BY:DESIGNED BY:

DATE:SCALE:HMHC
DATEDESCRIPTIONNO PLANNED DEVELOPMENT ZONINGPDC25-016LANDS OF FACCHINOTERRACOMMERCIAL REAL ESTATE CORP.

S:\PROJECTS\522100\LA\ZONING\522100CL.DWG
522100CL.DWG
L2
5221.00
DMAPRIL 21, 2025
25 PLOTTED: 6/10/2025 3:27 PMOF
Land Use EntitlementsLand PlanningLandscape ArchitectureCivil EngineeringUtility DesignLand SurveyingStormwater Compliance1570 Oakland Road(408) 487-2200San Jose, CA 95131HMHca.com 106/11/25PER CITY COMMENTS
1 INCH = 50 FEET10050250 TREE REMOVALPLAN
STJN
1"=50'BERRYESSA ROADEXISTING RESIDENTIALEXISTING RESIDENTIALAPPROVED RESIDENTIAL ST
5:1 - 15 GALLON3:1 - 15 GALLON1:1 - 15 GALLONTOTAL NATIVETREES TO BEREMOVEDREPLACEMENTRATIO-SIZEQTY000 QUANTITYREQUIRED0004:1 - 15 GALLON2:1 - 15 GALLON1:1 - 15 GALLONTOTAL NON-NATIVETREES TO BEREMOVED095 0182038" < CIR.ON-SITE TREE REMOVAL TABLECBH< 18" CIR.18"-38" CIR. ·IF QUANTITY OF PROPOSED TREES ARE NOT EQUAL TO ORGREATER THAN REQUIRED TREES, THE PROJECT IS SUBJECTTO 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 FORADDITIONAL INFORMATION.·THE SIZE OF A 15-GALLON REPLACEMENT TREE CAN BEINCREASED TO 24-INCH BOX AND COUNT AS TWOREPLACEMENT TREES.·TREE REPLACEMENT SHALL BE PROPOSED WITH PD PERMITAPPLICATION.·TREE LOCATIONS SHOWN ARE ESTIMATED LOCATIONS. FIELDVERIFICATION MAY BE REQUIRED. 38" < CIR.< 18" CIR.18"-38" CIR.

OPEN SPACE+ MITIGATION BASINCOMMERCIAL BUILDING

EVAEBART TRACKS
BLOCK ASINGLE FAMILYBLOCK F + GMULTI-FAMILY
BLOCK D + HMULTI-FAMILY AFFORDABLECOMMUNITY PARK

BLOCK CTOWNHOMESBLOCK BSINGLE FAMILYROBERT DRIVE

BERNARD DRIVESHORE DRIVE

ROBERT DRIVEFACCHINO WAY

TREE TO BE REMOVEDTREE REMOVAL LEGENDDESCRIPTIONSYMBOL
82 82

BERRYESSA ROAD

FUTURE PUBLIC PARK
DRAWN BY:

PROJECT NO:CAD DWG FILE:

CHECKED BY:DESIGNED BY:

DATE:SCALE:HMHC
DATEDESCRIPTIONNO PLANNED DEVELOPMENT ZONINGPDC25-016LANDS OF FACCHINOTERRACOMMERCIAL REAL ESTATE CORP.

S:\PROJECTS\522100\LA\ZONING\522100CL.DWG
522100CL.DWG
L3
5221.00
DMAPRIL 21, 2025
25 PLOTTED: 6/10/2025 3:27 PMOF
Land Use EntitlementsLand PlanningLandscape ArchitectureCivil EngineeringUtility DesignLand SurveyingStormwater Compliance1570 Oakland Road(408) 487-2200San Jose, CA 95131HMHca.com 106/11/25PER CITY COMMENTS

ARBORIST REPORT
STJN
NONEST
**ARBORIST REPORT PROVIDED BY H.T. HARVEY AND ASSOCIATES, DATED 10/29/2018. INCLUDED FOR REFERENCE ONLY.

San Jose City CouncilAugust 12, 2025

San Jose City Council
August 12, 2025