Almaden
Rd
McKean Rd
Bernal
Rd
ViewcrestCt
Graystone
Ln
Vi
ne
ya
rd
DrLovely
Creek Ct
Grandwood
Way
Kiser
Dr
Hampswood
Way
Lost
Ran
chRd
Briana
Ct
Heaton
MoorDr
Sil
ver
Lod
eLn
Scen
icVista
Dr
EmamiDr
Martw
ood
Way
Fortini Rd
Via Santa Teres
a
Roy
alw
oo
d
Wa
y
She
arw
ate
rDr
Bret
Harte Dr Ha
rry
RdCa
md
en
Ave
Mar
tinva
leLnEndmoor
Dr
Henw
oodRd
VistaLoma
Firewood
Ct
Beckham
Dr
Woehl Ct
Brooktree
Ct
Viewcrest
Dr
Via
Corta
BuenaMonteDr
ChonaCt
Se
rene
Way
Scenic
Vista
Ct
New
Street
CahenDr
RosalindLn
San
Vi
cente
Ave
Almaden Expy
Elmsdale
Dr
ViewOaksWay
Monte
Sunset
Dr
Loop Rd
File No: C26-008
District: 10 Aerial
Prepared by the Department of Planning,
Building and Code Enforcement
7/7/2026
SITE
Attachment A: Aerial Map
PQP
PQP
OSPH
LH
OSPH
OSPH
OSPH
OSPH
LH
LH
RN
RNRN
RN
RN
RR
RR
LH
RR
RR
RR
RN
RN RN
RNRN
RN
RN
RN
RN
RN
RN
RN
RN
PQP
PQP
RN
OH
OH
OH
RN
RN
OH
RN
OH
IP
OSPH
OSPH
LH
LH
OSPH
Almaden
Rd McKean Rd
Bernal
Rd
Heaton
Moor
Dr
Bret
Har te Dr
Gray
stone
Ln
Gran
dwoodWay
Kiser
Dr
Lo st
Ranch
Rd
Scen
icVista
Dr
Martwood
W ay
Fortini
Rd
Via
San ta Teresa
Royalwood
Way
Harry
Rd Camden
Ave
Queen
swoodWay
Mountain
Shadows Rd
Ha mpsw ood
Way
Henwood
Rd
TyrLn DavisCt
VistaLoma
Woehl Ct
RuralAccess
Viewcrest
Ct
Rosalind
Ln
Viewcrest
Dr
Via
CortaBuena MonteDr
Chona Ct
Big
Sur
Dr LoneOak
Cir
SereneWay
Scenic
V ista
Ct
Hunters Hill
Rd
Ca
he
nDr
Almaden
Expy
View
Oaks Way
Monte
Sunset
Dr
San
Vicente
Ave
Loo p Rd
New Stree t
File No: C26-008
District: 10 GENERAL PLAN
Prepared by the Department of Planning,
Building and Code Enforcement
7/15/2026
SITE
Attachment B: General Plan Map
Heaton
Moor
Dr
Camden
Ave
Gray
stone
Ln
Almaden
Rd
McKean Rd
Berna
lRd
Gran
dwood
Way
Kiser
Dr
Bret
Harte Dr
Los
t
Ranch
Rd
Scen
icVista
Dr
Martw
ood
W ay
Fortini
Rd
Via
San ta Teresa
Royalw
ood
Way
Harry
Rd
Quee
nswoo
d
Way
Josslyn
Dr
T yrLn
Hampswood
Way
Henwood
Rd
DavisCt
V ista Loma
Woehl
Ct
Rural Access
Viewcrest
Ct
Viewcrest
Dr
Via
Corta
BuenaMonte
Dr
ChonaCt
Big
Sur
Dr
LoneOak
Cir
Serene
Way
Scenic
V ista
Ct
HuntersHill Rd
Cahen
Dr
Almaden
Expy
V ie w Oaks
Wa y
Monte
Sunset
Dr
San
Vicente
Ave
LoopRd
New Street
File No: C26-008
District: 10
PROPOSED ZONING
Prepared by the Department of Planning,
Building and Code Enforcement
7/15/2026
SITE
Attachment C: Proposed Zoning Map
SHEET NO.
PROJECT NO.
PROJECT TITLE
SHEET TITLE
SITE ADDRESS
REVIEWED BY
21 B Street | Burlington, MA 01803
Tel: (781) 273-2500 | www.ebiconsulting.com
ENVIRO BUSINESS, INC.
1 OF 2
BLEW PROJECT NO.
DATE OF PLAT OR MAP:
3825 N SHILOH DRIVE, FAYETTEVILLE, AR 72703
(479) 443-4506 - [email protected]
650 HARRY ROAD,
SAN JOSE, CALIFORNIA 95120
650 HARRY RD
EXHIBIT FOR REZONING PURPOSES
KAN
JMC
26-2607.02
06/02/2026
260067595PR
DRAWN BY
COORDINATED BY:SURVEYED BY:
STARTING COORDINATES: NORTHING 1861942.33, EASTING 6178970.48 DISTANCE UNITS: FEET
BEARING DISTANCE DESCRIPTION
N 00°00'00" W 866.70
N 90°00'00" E 1765.29
S 00°00'00" E 866.70
N 90°00'00" W 1765.29
ENDING COORDINATES: NORTHING 1861942.33, EASTING 6178970.48 AREA: 1529976.84 S.F., 35.1234 ACRES
TOTAL PERIMETER DISTANCE> 5263.98
CLOSURE ERROR DISTANCE> 0.00
CLOSURE PRECISION> 1 IN 999999
CLOSURE REPORT
REAL PROPERTY IN THE CITY OF SAN JOSE, COUNTY OF SANTA CLARA, STATE OF CALIFORNIA, BEING A PORTION OF 563.61± AC. GROSS SHOWN IN BOOK 491 OF MAPS AT PAGES 7-8 OF SANTA CLARA COUNTY RECORDS, DESCRIBED AS FOLLOWS:
COMMENCING AT A POINT BEING THE NORTHWESTERLY CORNER OF LANDS NOW OR
FORMERLY SANTA CLARA COUNTY OF AND THE LANDS NOW OR FORMERLY
INTERNATIONAL BUSINESS MACHINES CORPORATION N70°05'46"W 1579.42 FEET TO THE POINT OF BEGINNING;
THENCE S44°09'35"E A DISTANCE OF 420.74 FEET;
THENCE WITH A CURVE TURNING TO THE RIGHT WITH AN ARC LENGTH OF 441.19 FEET, WITH A RADIUS OF 277.11 FEET, WITH A CHORD BEARING OF S02°43'51"W, WITH A CHORD
LENGTH OF 396.05 FEET;
THENCE S45°45'35"W A DISTANCE OF 273.95 FEET;
THENCE WITH A CURVE TURNING TO THE RIGHT WITH AN ARC LENGTH OF 329.52 FEET, WITH A RADIUS OF 406.83 FEET, WITH A CHORD BEARING OF S65°35'50"W, WITH A CHORD
LENGTH OF 320.59 FEET;
THENCE N89°11'58"W A DISTANCE OF 888.89 FEET;
THENCE WITH A CURVE TURNING TO THE RIGHT WITH AN ARC LENGTH OF 193.70 FEET, WITH A RADIUS OF 235.86 FEET, WITH A CHORD BEARING OF N64°13'34"W, WITH A
CHORD LENGTH OF 188.31 FEET;
THENCE N44°04'24"W A DISTANCE OF 309.58 FEET;
THENCE WITH A CURVE TURNING TO THE RIGHT WITH AN ARC LENGTH OF 761.13 FEET, WITH A RADIUS OF 338.89 FEET, WITH A CHORD BEARING OF N22°37'38"E, WITH A CHORD
LENGTH OF 610.95 FEET;
THENCE N87°27'48"E A DISTANCE OF 825.54 FEET;
THENCE N80°51'08"E A DISTANCE OF 387.39 FEET;
THENCE N47°04'57"E A DISTANCE OF 62.04 FEET TO THE POINT OF BEGINNING; CONTAINING THEREIN 35.097 ACRES (1528819 SQUARE FEET), MORE OR LESS AS SHOWN ON EXHIBIT “B” ATTACHED HERETO AND MADE A PART HEREOF.
EXHIBIT "A"
AS-SURVEYED DESCRIPTION
9/30/2026
HEATH MYERS
PROFESSIONAL LAND SURVEYOR 9910
STATE OF CALIFORNIA
Attachment D - IP Rezone Legal Description
N/F: INTERNATIONAL BUSINESS MACHINES CORP.
PROPOSED AREA:
BEING A PORTION PARCEL FOUR A
1,528,819 SQ. FEET ± 35.097 ACRES ±
IP ZONE
A PORTION OF APN: 70130003
APN: 70801012
& 70801013
APN: 70843002
APN: 70843001
P.O.C. OF AS-SURVEYED
REZONE DESCRIPTION
P.O.B. OF
AS-SURVEYED
REZONE DESCRIPTION
LINE BEARING DISTANCE
CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE C1 277.11' 441.19' 396.05' S 02°43'51" W 91°13'21"
C2 406.83' 329.52' 320.59' S 65°35'50" W 46°24'28"
C3 235.86' 193.70' 188.31' N 64°13'34" W 47°03'18"
C4 338.89' 761.13' 610.95' N 22°37'38" E 128°41'02"
N 70°05'46" W 1579.00' (M)
TIE LINEL1
C1
L2
C2L3
C3
L4
C4
L5 L6
L7
L1 S 44°09'35" E 420.74'
L2 S 45°45'35" W 273.95'
L3 N 89°11'58" W 888.89'
L4 N 44°04'24" W 309.58'
L5 N 87°27'48" E 825.54'
L6 N 80°51'08" E 387.39'
L7 N 47°04'57" E 62.04'
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BUILDING
(TYPICAL)
PARCEL TWO A
648191 SQ. FEET ±
14.880 ACRES ±
PARCEL TWO B
571858 SQ. FEET ±
13.128 ACRES ±
PARCEL TWO C
371945 SQ. FEET ±
8.539 ACRES ±
1,528,819 SQ. FT ±
35.097 ACRES ±
IP REZONE AREA
HARRY ROAD
HENWOOD
ROAD
SAN VICENTE AVENUE
A PORTION OF
PARCEL FOUR A
23,022,175 SQ. FEET ±, OR
528.516 ACRES ±
APN'S: 70130003 & 70130002
HARRY ROAD
BERNAL ROAD
P.O.B.
P.O.C.
PROPERTY LINE
POINT OF BEGINNING
POINT OF COMMENCEMENT
LEGEND
SHEET NO.
PROJECT NO.
PROJECT TITLE
SHEET TITLE
SITE ADDRESS
REVIEWED BY
21 B Street | Burlington, MA 01803
Tel: (781) 273-2500 | www.ebiconsulting.com
ENVIRO BUSINESS, INC.
2 OF 2
BLEW PROJECT NO.
DATE OF PLAT OR MAP:
3825 N SHILOH DRIVE, FAYETTEVILLE, AR 72703
(479) 443-4506 - [email protected]
650 HARRY ROAD,
SAN JOSE, CALIFORNIA 95120
650 HARRY RD
EXHIBIT FOR REZONING PURPOSES
KAN
JMC
26-2607.02
06/02/2026
260067595PR
DRAWN BY
0 SCALE : 1" = 600'
300 600 1,200
COORDINATED BY:SURVEYED BY:
EXHIBIT "B"
DETAIL
9/30/2026
HEATH MYERS
PROFESSIONAL LAND SURVEYOR 9910
STATE OF CALIFORNIA
Attachment E - IP Rezone Plat Map
SHEET NO.
PROJECT NO.
PROJECT TITLE
SHEET TITLE
SITE ADDRESS
REVIEWED BY
1 OF 5
BLEW PROJECT NO.
DATE OF PLAT OR MAP:
650 HARRY ROAD,
SAN JOSE, CALIFORNIA 95120
650 HARRY RD
EXHIBIT FOR REZONING PURPOSES
KAN
JMC
26-2607.02
06/02/2026
260067595PR
DRAWN BY
REAL PROPERTY IN THE CITY OF SAN JOSE, COUNTY OF SANTA CLARA, STATE OF CALIFORNIA, BEING ALL OF 563.61± AC. GROSS, AND LOT 1, LOT 2, AND LOT 3 SHOWN IN BOOK 491 OF MAPS AT PAGES 7-8, ALL OF SANTA CLARA COUNTY RECORDS, AND ALSO BEING PARCEL FOUR A, PARCEL TWO A, PARCEL TWO A & B, AND PARCEL TWO C PER FIRST AMERICAN TITLE INSURANCE COMPANY, ORDER NUMBER: NCS-1272127-SC, DATED AS OF JULY 29, 2025 AT 7:30 A.M., DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT BEING IN THE NORTHERLY RIGHT-OF-WAY OF SAN VICENTE AVENUE; THENCE ALONG SAID NORTHERLY RIGHT-OF-WAY LINE AND THE SOUTHER LINE OF PARCEL N85°22'57"W A DISTANCE OF 1278.60 FEET; THENCE S21°53'05"W A DISTANCE OF 10.47 FEET;
THENCE N85°22'57"W A DISTANCE OF 662.64 FEET;
THENCE N61°36'02"W A DISTANCE OF 1085.21 FEET;
THENCE S26°58'58"W A DISTANCE OF 559.20 FEET;
THENCE N64°09'43"W A DISTANCE OF 153.71 FEET;
THENCE N45°57'10"W A DISTANCE OF 68.62 FEET;
THENCE N15°13'17"W A DISTANCE OF 83.24 FEET;
THENCE N38°10'45"W A DISTANCE OF 317.82 FEET;
THENCE N48°43'46"W A DISTANCE OF 124.84 FEET;
THENCE N78°46'25"W A DISTANCE OF 81.07 FEET;
THENCE WITH A CURVE TURNING TO THE RIGHT WITH A RADIUS OF 175.00 FEET, HAVING AN ARC LENGTH OF 130.39 FEET, WITH A CHORD BEARING OF N57°25'49"W, WITH A DELTA ANGLE OF 42°41'25", AND A CHORD LENGTH OF 127.39 FEET;
THENCE N36°05'06"W A DISTANCE OF 70.56 FEET;
THENCE WITH A CURVE TURNING TO THE LEFT WITH A RADIUS OF 300.00 FEET, HAVING AN ARC LENGTH OF 356.19 FEET, WITH A CHORD BEARING OF N70°05'57"W, WITH A DELTA ANGLE OF 68°01'38", AND A CHORD LENGTH OF 335.63 FEET;
THENCE S75°53'14"W A DISTANCE OF 36.09 FEET;
THENCE WITH A CURVE TURNING TO THE RIGHT WITH A RADIUS OF 50.00 FEET, HAVING AN ARC LENGTH OF 46.94 FEET, WITH A CHORD BEARING OF N77°13'22"W, WITH A DELTA ANGLE OF 53°47'21", AND A CHORD LENGTH OF 45.24 FEET;
THENCE N50°19'41"W A DISTANCE OF 205.78 FEET;
THENCE N32°16'12"W A DISTANCE OF 159.37 FEET;
THENCE WITH A CURVE TURNING TO THE LEFT WITH A RADIUS OF 75.00 FEET, HAVING AN ARC LENGTH OF 49.39 FEET, WITH A CHORD BEARING OF N51°08'11"W, WITH A DELTA ANGLE OF 37°43'52", AND A CHORD LENGTH OF 48.50 FEET;
THENCE N70°00'07"W A DISTANCE OF 76.98 FEET;
THENCE WITH A CURVE TURNING TO THE LEFT WITH A RADIUS OF 75.00 FEET, HAVING AN ARC LENGTH OF 37.49 FEET, WITH A CHORD BEARING OF N84°19'25"W, WITH A DELTA ANGLE OF 28°38'25", AND A CHORD LENGTH OF 37.10 FEET;
THENCE S81°21'23"W A DISTANCE OF 84.26 FEET;
THENCE N72°08'08"W A DISTANCE OF 221.74 FEET;
THENCE N38°13'01"W A DISTANCE OF 95.27 FEET;
THENCE N54°17'05"W A DISTANCE OF 172.83 FEET BEING IN THE EASTERLY RIGHT-OF-WAY LINE OF HARRY ROAD; THENCE ALONG SAID RIGHT-OF-WAY N22°36'07"E A DISTANCE OF 25.41 FEET; THENCE WITH A CURVE TURNING TO THE LEFT WITH A RADIUS OF 915.00 FEET, HAVING AN ARC LENGTH OF 165.91 FEET, WITH A CHORD BEARING OF N27°47'47"E, WITH A DELTA ANGLE OF 10°23'20", AND A CHORD LENGTH OF 165.68 FEET; THENCE N22°36'07"E A DISTANCE OF 486.68 FEET;
THENCE LEAVING SAID RIGHT-OF-WAY S74°03'27"E A DISTANCE OF 435.03 FEET; THENCE N31°50'48"E A DISTANCE OF 32.39 FEET;
THENCE N58°08'40"W A DISTANCE OF 497.55 FEET;
THENCE N22°26'52"E A DISTANCE OF 4275.31 FEET;
THENCE S81°24'23"E A DISTANCE OF 680.08 FEET;
THENCE S52°52'12"E A DISTANCE OF 513.70 FEET;
THENCE N89°05'41"E A DISTANCE OF 262.46 FEET;
THENCE S03°45'24"W A DISTANCE OF 124.18 FEET;
THENCE S34°39'14"E A DISTANCE OF 552.15 FEET;
THENCE S73°57'11"E A DISTANCE OF 385.06 FEET;
THENCE S70°52'03"E A DISTANCE OF 802.09 FEET;
THENCE S74°58'53"E A DISTANCE OF 279.19 FEET;
THENCE S79°36'28"E A DISTANCE OF 168.21 FEET;
THENCE S81°39'48"E A DISTANCE OF 202.31 FEET;
THENCE S08°56'30"E A DISTANCE OF 855.14 FEET;
THENCE S41°02'14"E A DISTANCE OF 1250.90 FEET;
THENCE S68°05'14"E A DISTANCE OF 136.68 FEET;
THENCE S68°05'14"E A DISTANCE OF 384.12 FEET;
THENCE S30°11'14"W A DISTANCE OF 3213.51 FEET TO THE POINT OF BEGINNING; EXCEPTING THEREFROM THAT CERTAIN OF PARCEL OF LAND SHOWN AS 563.61± AC. GROSS IN BOOK 491 OF MAPS AT PAGES 7-8, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT A POINT BEING THE NORTHWESTERLY CORNER OF LANDS NOW OR FORMERLY SANTA CLARA COUNTY OF AND THE LANDS NOW OR FORMERLY INTERNATIONAL BUSINESS MACHINES CORPORATION N70°05'46"W 1579.42 FEET TO THE POINT OF BEGINNING;
THENCE S44°09'35"E A DISTANCE OF 420.74 FEET;
THENCE WITH A CURVE TURNING TO THE RIGHT WITH AN ARC LENGTH OF 441.19 FEET, WITH A RADIUS OF 277.11 FEET, WITH A CHORD BEARING OF S02°43'51"W, WITH A CHORD LENGTH OF 396.05 FEET;
THENCE S45°45'35"W A DISTANCE OF 273.95 FEET;
THENCE WITH A CURVE TURNING TO THE RIGHT WITH AN ARC LENGTH OF 329.52 FEET, WITH A RADIUS OF 406.83 FEET, WITH A CHORD BEARING OF S65°35'50"W, WITH A CHORD LENGTH OF 320.59 FEET;
THENCE N89°11'58"W A DISTANCE OF 888.89 FEET;
THENCE WITH A CURVE TURNING TO THE RIGHT WITH AN ARC LENGTH OF 193.70 FEET, WITH A RADIUS OF 235.86 FEET, WITH A CHORD BEARING OF N64°13'34"W, WITH A CHORD LENGTH OF 188.31 FEET;
THENCE N44°04'24"W A DISTANCE OF 309.58 FEET;
THENCE WITH A CURVE TURNING TO THE RIGHT WITH AN ARC LENGTH OF 761.13 FEET, WITH A RADIUS OF 338.89 FEET, WITH A CHORD BEARING OF N22°37'38"E, WITH A CHORD LENGTH OF 610.95 FEET;
THENCE N87°27'48"E A DISTANCE OF 825.54 FEET;
THENCE N80°51'08"E A DISTANCE OF 387.39 FEET;
THENCE N47°04'57"E A DISTANCE OF 62.04 FEET TO THE POINT OF BEGINNING; CONTAINING THEREIN 565.063 ACRES (24,614,168 SQUARE FEET), MORE OR LESS
AS SHOWN ON EXHIBIT “B” ATTACHED HERETO AND MADE A PART HEREOF.
EXHIBIT "C"
REZONE AS-SURVEYED DESCRIPTION
21 B Street | Burlington, MA 01803
Tel: (781) 273-2500 | www.ebiconsulting.com
ENVIRO BUSINESS, INC.
3825 N SHILOH DRIVE, FAYETTEVILLE, AR 72703
(479) 443-4506 - [email protected]
COORDINATED BY:SURVEYED BY:
9/30/2026
HEATH MYERS
PROFESSIONAL LAND SURVEYOR 9910
STATE OF CALIFORNIA
Attachment F - OS Rezone Legal Description
PARCEL
TWO A
HARRY ROAD
R/W
R/W
HENWOOD
ROAD
SAN VICENTE AVENUE
PARCEL
TWO B
N/F: INTERNATIONAL BUSINESS
MACHINES CORP.
TOTAL AREA:
24,614,168 SQ. FEET ±, OR
565.063 ACRES ±
APN: 70130002, 70130003,
70131003, & 70131005
OS REZONE AREA
P.O.C. OF LESS
AND EXCEPT
P.O.B. OF
AS-SURVEYED
REZONE
DESCRIPTION
APN: 70131004
APN: 70129041
APN: 70129039
APN: 70129031
APN: 70127042
APN: 70127072
APN: 70127080
APN: 70127079
APN: 70127056
APN: 70127047
APN: 70127048
APN: 68934018
APN: 68934019
APN:
68934020
APN: 68935026
APN: 70843002
APN: 70843001
APN: 70134002
PARCEL
TWO C
BOUNDARY DETAIL
(NOT TO SCALE)
BUILDING (TYPICAL)
N 22°26'52" E 4275.31'
S 30°11'14" W 3213.51'
S 41°02'14" E
1250.90'
L1 L2
L3
L4
L5
L6
L7
L8 L9L10
L11
L12
L13
L14
L15
L16
L17
APN: 70801012 &
70801013
LESS AND EXCEPT
P.O.B. OF
AS-SURVEYED
DESCRIPTION
PROPOSED AREA
N 70°05'46" W
1579.00' (M)
L38
C7
L39
C8L40C9
L41
C10
L42
L43
L44
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HARRY ROAD
BERNAL ROAD
SEE DETAIL
SHEET 3 OF 5
A PORTION OF
PARCEL FOUR A
23,022,175 SQ. FEET ±, OR
528.516 ACRES ±
APN'S: 70130003 & 70130002
P.O.B.
P.O.C.
R/W RIGHT-OF-WAY LINE
PROPERTY LINE
POINT OF BEGINNING
POINT OF COMMENCEMENT
LEGEND
1. PLAT BOOK 701, PAGE 30
2. PLAT BOOK 701, PAGE 31
3. BOOK 491 OF MAPS AT PAGES 7-8
REFERENCE
DOCUMENTS
SHEET NO.
PROJECT NO.
PROJECT TITLE
SHEET TITLE
SITE ADDRESS
REVIEWED BY
21 B Street | Burlington, MA 01803
Tel: (781) 273-2500 | www.ebiconsulting.com
ENVIRO BUSINESS, INC.
2 OF 5
BLEW PROJECT NO.
DATE OF PLAT OR MAP:
3825 N SHILOH DRIVE, FAYETTEVILLE, AR 72703
(479) 443-4506 - [email protected]
650 HARRY ROAD,
SAN JOSE, CALIFORNIA 95120
650 HARRY RD
EXHIBIT FOR REZONING PURPOSES
KAN
JMC
26-2607.02
06/02/2026
260067595PR
DRAWN BY
0 SCALE : 1" = 1,200'
600 1,200 1,400
COORDINATED BY:SURVEYED BY:
EXHIBIT "D"
Attachment G - OS Rezone Plat Map
PARCEL TWO A
648191 SQ. FEET ±
14.880 ACRES ±
HARRY ROAD
R/W
HENWOOD ROAD
PARCEL TWO B
571858 SQ. FEET ±
13.128 ACRES ±
APN: 70131004
APN: 70129041
APN: 70129039
APN: 70129031
APN: 70127042
APN: 70134002
PARCEL TWO C
371945 SQ. FEET ±
8.539 ACRES ±
C6
C5
C4
C3
C2
C1
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29L30L31
L32
L33
L34
L35
L36
L37
N/F: INTERNATIONAL BUSINESS
MACHINES CORP.
TOTAL AREA:
24,614,168 SQ. FEET ±, OR
565.063 ACRES ±
APN: 70130002, 70130003,
70131003, & 70131005
OS REZONE AREA
L45
BUILDING (TYPICAL)
A PORTION OF
PARCEL FOUR A
23,022,175 SQ. FEET ±, OR
528.516 ACRES ±
APN'S: 70130003 & 70130002
P.O.B.
P.O.C.
R/W RIGHT-OF-WAY LINE
PROPERTY LINE
POINT OF BEGINNING
POINT OF COMMENCEMENT
LEGEND
SHEET NO.
PROJECT NO.
PROJECT TITLE
SHEET TITLE
SITE ADDRESS
REVIEWED BY
3 OF 5
BLEW PROJECT NO.
DATE OF PLAT OR MAP:
650 HARRY ROAD,
SAN JOSE, CALIFORNIA 95120
650 HARRY RD
EXHIBIT FOR REZONING PURPOSES
KAN
JMC
26-2607.02
06/02/2026
260067595PR
DRAWN BY
0 SCALE : 1" = 400'
200 400 800
21 B Street | Burlington, MA 01803
Tel: (781) 273-2500 | www.ebiconsulting.com
ENVIRO BUSINESS, INC.
3825 N SHILOH DRIVE, FAYETTEVILLE, AR 72703
(479) 443-4506 - [email protected]
COORDINATED BY:SURVEYED BY:
EXHIBIT "D"
9/30/2026
HEATH MYERS
PROFESSIONAL LAND SURVEYOR 9910
STATE OF CALIFORNIA
Attachment G - OS Rezone Plat Map
CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE C6 915.00' 165.91' 165.68' N 27°47'47" E 10°23'20"
C5 75.00' 37.49' 37.10' N 84°19'25" W 28°38'25"
C4 75.00' 49.39' 48.50' N 51°08'11" W 37°43'52"
C3 50.00' 46.94' 45.24' N 77°13'22" W 53°47'21"
C2 300.00' 356.19' 335.63' N 70°05'57" W 68°01'38"
C1 175.00' 130.39' 127.39' N 57°25'49" W 42°41'25"
CURVE TABLE
LINE BEARING DISTANCE
L1 S 81°24'23" E 680.08'
L2 S 52°52'12" E 513.70'
L3 N 89°05'41" E 262.46'
L4 S 03°45'24" W 124.18'
L5 S 34°39'14" E 552.15'
L6 S 73°57'11" E 385.06'
L7 S 70°52'03" E 802.09'
L8 S 74°58'53" E 279.19'
L9 S 79°36'28" E 168.21'
L10 S 81°39'48" E 202.31'
L11 S 08°56'30" E 855.14'
L12 S 68°05'14" E 136.68'
L13 S 68°05'14" E 384.12'
L14 N 85°22'57" W 1278.60'
L15 S 21°53'05" W 10.47'
L16 N 85°22'57" W 662.64'
L17 N 61°36'02" W 1085.21'
L18 S 26°58'58" W 559.20'
L19 N 64°09'43" W 153.71'
L20 N 45°57'10" W 68.62'
L21 N 15°13'17" W 83.24'
L22 N 38°10'45" W 317.82'
L23 N 48°43'46" W 124.84'
L24 N 78°46'25" W 81.07'
L25 N 36°05'06" W 70.56'
L26 S 75°53'14" W 36.09'
L27 N 50°19'41" W 205.78'
L28 N 32°16'12" W 159.37'
L29 N 70°00'07" W 76.98'
L30 S 81°21'23" W 84.26'
L31 N 72°08'08" W 221.74'
L32 N 38°13'01" W 95.27'
L33 N 54°17'05" W 172.83'
L34 N 22°36'07" E 25.41'
L35 N 22°36'07" E 486.68'
L36 S 74°03'27" E 435.03'
L37 N 31°50'48" E 32.39'
LINE TABLE
L38 S 44°09'35" E 420.74'
L39 S 45°45'35" W 273.95'
L40 N 89°11'58" W 888.89'
L41 N 44°04'24" W 309.58'
L42 N 87°27'48" E 825.54'
L43 N 80°51'08" E 387.39'
L44 N 47°04'57" E 62.04'
C7 277.11' 441.19' 396.05' S 02°43'51" W 91°13'21"
C8 406.83' 329.52' 320.59' S 65°35'50" W 46°24'28"
C9 235.86' 193.70' 188.31' N 64°13'34" W 47°03'18"
C10 338.89' 761.13' 610.95' N 22°37'38" E 128°41'02"
L45 N 58°08'40" W 497.55'
SHEET NO.
PROJECT NO.
PROJECT TITLE
SHEET TITLE
SITE ADDRESS
REVIEWED BY
4 OF 5
BLEW PROJECT NO.
DATE OF PLAT OR MAP:
650 HARRY ROAD,
SAN JOSE, CALIFORNIA 95120
650 HARRY RD
EXHIBIT FOR REZONING PURPOSES
KAN
JMC
26-2607.02
06/02/2026
260067595PR
DRAWN BY
21 B Street | Burlington, MA 01803
Tel: (781) 273-2500 | www.ebiconsulting.com
ENVIRO BUSINESS, INC.
3825 N SHILOH DRIVE, FAYETTEVILLE, AR 72703
(479) 443-4506 - [email protected]
COORDINATED BY:SURVEYED BY:
Attachment G - OS Rezone Plat Map
SHEET NO.
PROJECT NO.
PROJECT TITLE
SHEET TITLE
SITE ADDRESS
REVIEWED BY
5 OF 5
BLEW PROJECT NO.
DATE OF PLAT OR MAP:
650 HARRY ROAD,
SAN JOSE, CALIFORNIA 95120
650 HARRY RD
EXHIBIT FOR REZONING PURPOSES
KAN
JMC
26-2607.02
06/02/2026
260067595PR
DRAWN BY
STARTING COORDINATES: NORTHING 1840054.82, EASTING 6138377.93 DISTANCE UNITS: FEET
BEARING DISTANCE TYPE RADIUS ARC LEN DELTA TANGENT DESCRIPTION S 58°08'40" E 497.55 LINE
S 31°50'48" W 32.39 LINE
N 74°03'27" W 435.03 LINE
S 22°36'07" W 486.68 LINE
S 27°47'47" W 165.68 CURVE R 914.99 165.91 10°23'20" 83.18 RAD-IN: N 67°23'53" W RAD-OUT: N 57°00'33" W
S 22°36'07" W 25.41 LINE
S 54°17'05" E 172.83 LINE
S 38°13'01" E 95.27 LINE
S 72°08'08" E 221.74 LINE
N 81°21'23" E 84.26 LINE
S 84°19'25" E 37.10 CURVE R 75.00 37.49 28°38'25" 19.14 RAD-IN: S 08°38'37" E RAD-OUT: S 19°59'48" W
S 70°00'07" E 76.98 LINE
S 51°08'11" E 48.50 CURVE R 75.00 49.39 37°43'52" 25.63 RAD-IN: S 19°59'53" W RAD-OUT: S 57°43'45" W
S 32°16'12" E 159.37 LINE
S 50°19'41" E 205.78 LINE
S 77°13'22" E 45.24 CURVE L 50.01 46.95 53°47'21" 25.36 RAD-IN: N 39°40'18" E RAD-OUT: N 14°07'03" W
N 75°53'14" E 36.09 LINE
S 70°05'57" E 335.63 CURVE R 300.00 356.19 68°01'38" 202.45 RAD-IN: S 14°06'46" E RAD-OUT: S 53°54'52" W
S 36°05'06" E 70.56 LINE
S 57°25'49" E 127.39 CURVE L 174.99 130.39 42°41'25" 68.39 RAD-IN: N 53°54'54" E RAD-OUT: N 11°13'29" E
S 78°46'25" E 81.07 LINE
S 48°43'46" E 124.84 LINE
S 38°10'45" E 317.82 LINE
S 15°13'17" E 83.24 LINE
S 45°57'10" E 68.62 LINE
S 64°09'43" E 153.71 LINE
N 26°58'58" E 559.20 LINE
S 61°36'02" E 1085.21 LINE
S 85°22'57" E 662.64 LINE
N 21°53'05" E 10.47 LINE
S 85°22'57" E 1278.60 LINE
N 30°11'14" E 3213.51 LINE
N 68°05'14" W 384.12 LINE
N 68°05'14" W 136.68 LINE
N 41°02'14" W 1250.90 LINE
N 08°56'30" W 855.14 LINE
N 81°39'48" W 202.31 LINE
N 79°36'28" W 168.21 LINE
N 74°58'53" W 279.19 LINE
N 70°52'03" W 802.09 LINE
N 73°57'11" W 385.06 LINE
N 34°39'14" W 552.15 LINE
N 03°45'24" E 124.18 LINE
S 89°05'41" W 262.46 LINE
N 52°52'12" W 513.70 LINE
N 81°24'23" W 680.08 LINE
S 22°26'52" W 4275.31 LINE
ENDING COORDINATES: NORTHING 1840054.83, EASTING 6138377.92 AREA: 26142990.61 S.F., 600.1605 ACRES
TOTAL PERIMETER DISTANCE: 21896.75
CLOSURE ERROR DISTANCE: 0.01 ERROR BEARING: N 19°13'55" W CLOSURE PRECISION: 1 IN 1594967.6
EXHIBIT
CLOSURE REPORT
21 B Street | Burlington, MA 01803
Tel: (781) 273-2500 | www.ebiconsulting.com
ENVIRO BUSINESS, INC.
3825 N SHILOH DRIVE, FAYETTEVILLE, AR 72703
(479) 443-4506 - [email protected]
COORDINATED BY:SURVEYED BY:
Attachment G - OS Rezone Plat Map
Attachment H: Public Comments
Attachment H: Public Comments
Attachment H: Public Comments
Attachment H: Public Comments
Attachment H: Public Comments
Attachment H: Public Comments
Attachment H: Public Comments
Attachment H: Public Comments
Attachment H: Public Comments
Attachment H: Public Comments
Attachment H: Public Comments