Cities Index.
Resolution Dedicating a Portion of City-owned Land located at 2330 Monroe Street for use as an Emergency Vehicle Access Easement

City Council and Authorities Concurrent
November 7, 2023

Document
Resolution Dedicating a Portion of City-owned Land located at 2330 Monroe Street for use as an Emergency Vehicle Access Easement
Meeting
November 7, 2023
Body
City Council and Authorities Concurrent
Original file
1.3 MB
Text extracted from the city's file for reading and search. Open the original on santaclara.legistar1.com. That file is the official record.


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EXHIBIT “A”

LEGAL DESCRIPTION

EMERGENCY VEHICLE ACCESS EASEMENT

All that real property situated in the City of Santa Clara, County of Santa Clara, State of California, being a portion of that Parcel of land as described under “SE Corner of San Tomas Expressway and Monroe Street, Santa Clara, California” in that certain Grant Deed to The Housing Authority of the City of Santa Clara, a public body corporate and politic, recorded June 23, 2011 as Document Number 21216119, Official Records of County of Santa Clara, State of California, more particularly described as follows:

COMMENCING at the most Easterly corner of said parcel of land; thence along the general Northeasterly line of said parcel of land North 64°01’08” West, 25.03 feet to the POINT OF BEGINNING and North 64°01’08” West, 26.00 feet; thence South 25°59’00” West, 25.34 feet; thence South 35°15’26” West, 155.43 feet; thence along a tangent curve to the right with a radius of 5.50 feet, through a central angle of 38°17’21”, an arc length of 3.68 feet to a point hereinafter designated as POINT “A”; thence South 85°29’54” West, 134.00 feet; thence along a tangent curve to the left with a radius of 19.50 feet, through a central angle of 46°55’14”, an arc length of 15.97 feet; thence South 38°34’40” West, 116.02 feet; thence at a right angle, South 51°25’20” East, 26.00 feet; thence at a right angle, North 38°34’40” East, 47.55 feet; thence at a right angle, South 51°25’20” East, 34.51 feet; thence South 72°12’21” East, 18.93 feet; thence from a tangent that bears South 79°47’13” East, along a curve to the left with a radius of 55.93 feet, through a central angle of 26°12’39”, an arc length of 25.59 feet; thence North 61°57’18” East, 21.98 feet; thence North 63°19’04” East, 19.82 feet; thence North 55°58’42” East, 34.01 feet; thence North 36°54’51” East, 8.96 feet; thence North 48°42’19” East, 17.44 feet; thence North 46°40’18” East, 17.34 feet; thence North 42°23’13” East, 17.13 feet; thence North 40°47’41” East, 17.08 feet; thence North 35°15’18” East, 15.93 feet; thence North 35°15’26” East, 149.24 feet; thence North 25°59’00” East, 27.45 feet to the POINT OF BEGINNING.

EXCEPTING THEREFROM that parcel of land described as follows:

COMMENCING at a point hereinabove designated as POINT “A”; thence South 85°29’54” West, 134.00 feet; thence South 25°32’14” East, 27.86 feet to a point on a line parallel with, distant 26.00 feet Southerly, measuring at right angles from the course described above as “South 85°29’54” West, 134.00 feet”, said point being the POINT OF BEGINNING; thence along said parallel line, North 85°29’54” East, 84.54 feet; thence from a tangent that bears South 85°55’35” East, along a curve to the right with a radius 4.93 feet, through a central angle of 125°57’52”, an arc length of 10.85 feet; thence from a tangent that bears South 43°08’43” West, along a curve to the right with a radius of 121.95 feet, through a central angle of 06°39’04”, an arc length of 14.16 feet; thence South 51°39’13” West, 12.41 feet; thence South 53°24’55” West,

21.46 feet; thence South 71°43’14” West, 60.23 feet; thence from a tangent that bears North 63°05’47” West, along a curve to the right with a radius of 29.78 feet, through a central angle of 70°40’38”, an arc length of 36.74 feet; thence North 38°34’40” East, 17.01 feet; thence from a tangent that bears North 43°08’01” East, along a curve to the right with a radius of 23.03 feet, through a central angle of 35°09’41”, an arc length of 14.13 feet to the POINT OF BEGINNING.

CONTAINING 17,354 square feet, more or less.

PREPARED BY LUK AND ASSOCIATES

JACQUELINE LUK, PLS 8934

DATE: 5/30/2023
This real property description has been prepared by me or under my direction in conformance with the Professional Land Surveyors Act.


GRAPIIlC SCALE
O 20 40
1 __ 1 I
------
26 27 -1
T RACT N O. 2896 2a -
-1 3 2 J'vl 3 8
1 -;-1"~3~fi\nt.')
_-+- ~2_6'06 QI l...
-----
--- 29
I
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SHEET 1
PLOT DA lE: MAY 29, 2023
LEGEND
APN
@
±
DOC. NO.

S.F.
(R1)
R3.1
P.0.8.

P.O.C.

EVAE
(T)

EXTERIOR PROPERTY LINE OF SUBJECT PARCEL

MONUMENT LINE

STREET RIGHT OF WAY LINE

ADJOINER LOT LINE

EMERGENCY VEHICLE ACCESS EASEMENT LINE
TIE

ASSESSOR'S PARCEL NUMBER
FOUND STANDARD CITY MONUMENT PER (R1)

MORE OR LESS

DOCUMENT NUMBER

SQUARE FEET

REFERENCE

RADIAL BEARING

POINT OF BEGINNING

POINT OF COMMENCEMENT

EMERGENCY VEHICLE ACCESS EASEMENT
TOTAL

REFERENCE
(R1) MAP OF TRACT NO. 2992, BOOK 134 OF MAPS,
PAGES 26-27, SANTA CLARA COUNTY RECORDS.

BASIS OF BEARINGS

FOUND MONUMENTS ON SHERATON
DRIVE, TAKEN AS NORTH 84'47'30"

EAST, AS SHOWN ON THE MAP OF
TRACT NO. 2992, RECORDED IN BOOK
134 OF MAPS, PAGES 26-27, SANTA

CLARA COUNTY RECORDS, WAS USED AS

THE BASIS OF BEARINGS FOR THIS
SURVEY.
: / Jobs/FIIT20IB718086A 10 /ESMT,7[17AE.dwg

LINE TABLE

LINE LENGTH BEARING
L1 26.00' N64'01'08"W
L2 25.34' S25'59'00"W
L3 155.43' S35'15'26"W
L4 21.46' S53'24'55"W
L5 134.00' S85'29'54"W
L6 116.02' S38'34'40"W
L7 26.00' S51 '25'20"E
LB 47.55' N38'34'40"E
L9 34.51' S51'25'20"E
L10 18.93' S72'12'21 "E
L11 21.98' N61'57'18"E
L12 19.82' N63'19'04"E
L13 34.01' N55'58'42"E
L14 149.24' N35'15'26"E
L15 27.45' N25'59'00"E
L16 84.54' N85'29'54"E
L17 17.01' N38'34'40"E
L18 60.23' S71'43'14"W
L19 25.03' N64'01'08"W
L20 14.01' N26'09'22"E
L21 8.96' N36'54'51"E
L22 17.44' N48'42'19"E
L23 17.34' N46'40'18"E
L24 17.13' N42'23'13"E
L25 17.08' N40'47'41"E
L26 15.93' N35'15'1 B"E
L27 12.41' S51'39'13"W
EXHIBIT B-2

EMERGENCY VEHICLE

ACCESS EASEMENT
2330 MONROE STREET

SANTA CLARA, CALIFORNIA
Prepared By
Luk and Associates
Civil Engineers - Land Surveyors
738 Alfred Nobel Drive
Hercules, California 94547
JJNE 2023

CURVE TABLE

CURVE LENGTH RADIUS DELTA
C1 3.68' 5.50' 38'17'21"
C2 15.97' 19.50' 46'55'14"
C3 25.59' 55.93' 26'12'39"
C4 10.85' 4.93' 125'57'52"
C5 14.16' 121.95' 6'39'04"
C6 36.74' 29.78' 70'40'38"
C7 14.13' 23.03' 35'09'41"

RADIAL LINE TABLE

RADIAL BEARING
R3.1 S10'12' 47"W
R3.2 S15'59'52"E
R3.3 S16'27'13"E
R4.1 S49'57'43"E
R4.2 S04'04'25"W
R5.1 S46'51'17"E
R5.2 S40'12'13"E
R6.1 N82'25'09"W
R6.2 S26'54'13"W
R7.1 N11'42'18"W
R7.2 N46'51' 59"W
SHEET 2
PLOT DA TE: MAY 29, 2023

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