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EXHIBIT “A”
LEGAL DESCRIPTION
FOR: EMERGENCY VEHICLE ACCESS EASEMENT
BEING A PORTION OF THE PROPERTY DESCRIBED IN THAT CERTAIN "DECLARATION OF LOT COMBINATION" PLN2021-00206, RECORDED ON NOVEMBER 22, 2022 AS INSTRUMENT NO. 2022188630, OFFICIAL RECORDS OF ALAMEDA COUNTY, SAID PROPERTY ALSO BEING PORTIONS OF PARCELS 1, 2 AND 3 AS SHOWN ON THAT CERTAIN PARCEL MAP NO. 3942, FILED FOR RECORD ON APRIL 25,1984 IN BOOK 143 OF MAPS AT PAGES 62-63, ALAMEDA COUNTY RECORDS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE MOST WESTERLY CORNER OF PARCEL 1 AS SHOWN ON SAID PARCEL MAP, LYING ON THE EASTERLY RIGHT OF WAY LINE OF MILMONT DRIVE (64.00 FEET WIDE); THENCE ALONG SAID EASTERLY LINE, SOUTH 21° 22' 50" EAST, 28.28 FEET TO THE POINT OF BEGINNING;
THENCE LEAVING SAID EASTERLY LINE, THE FOLLOWING SEVEN (7) COURSES AND DISTANCES:
1) NORTH 68° 37' 10" EAST, 505.69 FEET TO THE BEGINNING OF A CURVE TO THE LEFT, 2) ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 10.00 FEET, THROUGH A CENTRAL ANGLE OF 15° 18' 51", AN ARC DISTANCE OF 2.67 FEET,
3) NORTH 53° 04' 24" EAST, 88.67 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT, 4) ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 68.00 FEET, THROUGH A CENTRAL ANGLE OF 105° 34' 24", AN ARC DISTANCE OF 125.30 FEET,
5) SOUTH 21° 21' 11" EAST, 76.84 FEET TO THE BEGINNING OF A CURVE TO THE LEFT, 6) ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 90° 00' 00", AN ARC DISTANCE OF 31.42 FEET, AND 7) NORTH 68° 38' 49" EAST, 12.07 FEET TO A POINT ON THE WESTERLY LINE OF THAT PORTION OF
LAND DESCRIBED IN THAT CERTAIN GRANT DEED TO SANTA CLARA VALLEY TRANSPORTATION AUTHORITY, RECORDED MARCH 25, 2019, AS DOCUMENT NUMBER 2019053113, OFFICIAL RECORDS OF ALAMEDA COUNTY;
THENCE ALONG SAID WESTERLY LINE, SOUTH 21° 22' 50" EAST, 28.00 FEET;
THENCE LEAVING SAID WESTERLY LINE, THE FOLLOWING ELEVEN (11) COURSES AND DISTANCES:
1) SOUTH 68° 38' 49" WEST, 12.08 FEET TO THE BEGINNING OF A CURVE TO THE LEFT, 2) ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 90° 00' 00", AN ARC DISTANCE OF 31.42 FEET,
3) SOUTH 21° 21' 11" EAST, 25.72 FEET,
4) SOUTH 25° 11' 16" EAST, 388.58 FEET,
5) SOUTH 21° 21' 11" EAST, 118.38 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT, 6) ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 63.00 FEET, THROUGH A CENTRAL ANGLE OF 79° 57' 36", AN ARC DISTANCE OF 87.92 FEET,
7) SOUTH 58° 36' 25" WEST, 67.12 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT, A21525
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8) ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 48.00 FEET, THROUGH A CENTRAL ANGLE OF 10° 02' 24", AN ARC DISTANCE OF 8.41 FEET,
9) THENCE, SOUTH 68° 38' 49" WEST, 273.87 FEET TO THE BEGINNING OF A CURVE TO THE LEFT, 10) ALONG SAID CURVE TURNING TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH AN ANGLE OF 30° 47' 27", AN ARC DISTANCE OF 10.75 FEET, AND 11) THENCE, SOUTH 37° 51' 21" WEST, 54.23 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF MILMONT DRIVE;
THENCE ALONG SAID EASTERLY LINE, NORTH 52° 14' 44" WEST, 28.00 FEET;
THENCE LEAVING SAID EASTERLY LINE, THE FOLLOWING EIGHTEEN (18) COURSES AND DISTANCES:
1) NORTH 37° 51' 21" EAST, 54.28 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT, 2) ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 48.00 FEET, THROUGH A CENTRAL ANGLE OF 30° 47' 27", AN ARC DISTANCE OF 25.80 FEET,
3) NORTH 68° 38' 49" EAST, 273.87 FEET TO THE BEGINNING OF A CURVE TO THE LEFT, 4) ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 10° 02' 24", AN ARC DISTANCE OF 3.50 FEET,
5) NORTH 58° 36' 25" EAST, 67.12 FEET TO THE BEGINNING OF A CURVE TO THE LEFT, 6) ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 35.00 FEET, THROUGH A CENTRAL ANGLE OF 79° 57' 36", AN ARC DISTANCE OF 48.84 FEET,
7) NORTH 21° 21' 11" WEST, 117.45 FEET,
8) NORTH 25° 11' 16" WEST, 388.58 FEET,
9) NORTH 21° 21' 11" WEST, 171.50 FEET TO THE BEGINNING OF A CURVE TO THE LEFT, 10) ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 40.00 FEET, THROUGH A CENTRAL ANGLE OF 105° 34' 24", AN ARC DISTANCE OF 73.70 FEET,
11) SOUTH 53° 04' 24" WEST, 88.71 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT, 12) ALONG SAID CURVE TO THE RIGHT THROUGH AN ANGLE OF 15° 25' 38", HAVING A RADIUS OF
38.00 FEET, AN ARC DISTANCE OF 10.23 FEET, AND
13) SOUTH 68° 37' 10" WEST FOR A DISTANCE OF 375.16 FEET, 14) SOUTH 21°22'52" EAST, 32.92 FEET,
15) NORTH 68°37'08" EAST, 60.99 FEET,
16) SOUTH 21°22'52" EAST, 506.93 FEET,
17) SOUTH 39°50'04" WEST, 67.06 FEET, AND
18) SOUTH 37°45'16" WEST, 15.00 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF MILMONT DRIVE;
THENCE ALONG SAID EASTERLY RIGHT OF WAY LINE, NORTH 52°14'44" WEST, 21.00 FEET;
THENCE LEAVING SAID EASTERLY LINE, THE FOLLOWING SIX (6) COURSES AND DISTANCES:
1) NORTH 37°45'16" EAST, 15.00' FEET,
2) NORTH 35°22'50" EAST, 52.07 FEET,
3) NORTH 21°22'52" WEST, 466.66 FEET,
4) SOUTH 68°37'08" WEST, 60.99 FEET,
5) NORTH 21°22'52" WEST, 58.92 FEET,
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6) SOUTH 68°37'10" WEST, 104.53 FEET TO A POINT ON THE AFOREMENTIONED EASTERLY RIGHT OF WAY LINE OF MILMONT DRIVE;
THENCE ALONG SAID EASTERLY RIGHT OF WAY LINE, NORTH 21° 22' 50" WEST, 28.00 FEET TO THE POINT OF BEGINNING.
CONTAINING 70,446 SQUARE FEET, MORE OR LESS.
AS SHOWN ON EXHIBIT “B”, ATTACHED HERETO AND MADE A PART HEREOF.
DESCRIPTION PREPARED BY KIER & WRIGHT CIVIL ENGINEERS & SURVEYORS, INC.
__________________________ 8-4-2023
JIM HICKENBOTTOM, P.L.S. 8654 DATE
MILMONT DRIVE
LOT COMBINATIONPLN2021-00206(2022-188630 OR)
NORTH
FOR: EMERGENCY VEHICLE ACCESS EASEMENT EXHIBIT "B"1" = 150'1 OF 2 FREMONT,CALIFORNIABYJOB NO.DATECJA21525AUGUST, 2023 SHEETSCALE ALAMEDA COUNTY2850 Collier Canyon RoadLivermore, CA 94551 Phone: (925) 245-8788www.kierwright.comPLAT TO ACCOMPANY LEGAL DESCRIPTION
LINE TABLELINE TABLECURVE TABLE
1" = 150'2 OF 2 FREMONT,CALIFORNIABYJOB NO.DATECJA21525AUGUST, 2023 SHEETSCALE ALAMEDA COUNTY2850 Collier Canyon RoadLivermore, CA 94551 Phone: (925) 245-8788www.kierwright.comFOR: EMERGENCY VEHICLE ACCESS EASEMENT EXHIBIT "B"PLAT TO ACCOMPANY LEGAL DESCRIPTION