Chapter 17.20 — FUTURE STREET WIDTH LINES

This chapter is adopted to protect and to promote the public health, safety, peace, comfort, convenience, prosperity and general welfare. More specifically, this chapter is adopted in order to achieve the objectives of the general plan and the zoning ordinances of the city as adopted and amended by the city council.

(Prior code § 5-9.18)

This chapter shall consist of the regulations and general descriptions contained herein and a set of maps as described in this chapter. The maps shall be maintained on file in the office of the community development director. (Prior code § 5-9.19; Ord. 2000 § 1, 2009)

This chapter shall apply to the streets within the city described in this chapter and to those portions of the described streets annexed to the city at a future date. (Prior code § 5-9.20)

For the purpose of measuring yard dimensions and determining building lines as may be required by the zoning ordinances and building codes of the city, the future street width lines described in this chapter shall be deemed to refer to the property line and shall be used in the same manner as any other existing property line. (Prior code § 5-9.21)

The future width for Vine Street is shown on the plan prepared by the city department of public works, division of engineering, entitled "Future Street Width Lines, Vine Street," dated January, 1966, and is generally described as follows:

A 50-foot wide right-of-way which shall be the extension of Vine Street as it presently exists in unincorporated territory, the centerline of which is approximately 400 feet from the existing northerly right-of-way line of Vineyard Avenue and parallel thereto, terminating at its westerly limit in a cul-de-sac having a main radius of 45 feet, said cul-de-sac shall have its most westerly limit approximately 140 feet west of the extension of the centerline of Amador Court and situated so as to serve the property now or formerly owned by J. C. and W. Paulo; and a 50-foot wide right-of-way at right angles to Vineyard Avenue, extending from Vineyard Avenue northerly to an intersection with the previously described right-of-way, the centerline of which shall be approximately 105 feet easterly of the extension of the centerline of Amador Court and shall be centered on the property now or formerly owned by J. B. and M. R. Vallarino; and 20 feet radius returns at all right-of-way line intersections. (Prior code § 5-9.26)

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City of Pleasanton, CA § 17.20.060

PLANNING AND RELATED MATTERS

§ 17.20.070

The future width for this street is shown on the plan prepared by MacKay and Somps, Civil Engineers, entitled "Proposed Right-of-Way, Del Valle Parkway," dated February, 1966, and is generally described as follows:

Line Two, from Santa Rita Road to Stanley Boulevard. A right-of-way of varying widths from Santa Rita Road to the survey line of Stanley Boulevard and First Street, the centerline of which begins on the centerline of Santa Rita Road and lies South 8°12′10″ East, 252.01 feet from the intersection of last said centerline and the centerline of Stanley Boulevard; thence South 70°12′30′ East, 256.27 feet to the point of curvature of a curve to the left, having a radius of five hundred feet, but not the point of curvature to the right-of-way line; thence south-easterly, easterly and northeasterly along said curve of 500 feet radius, 476.60 feet to the point of tangency, but not the point of tangency of the right-of-way lines, said right-of-way commences as a width of 104 feet and narrows along the curve to 84 feet; thence along said centerline of a right-of-way 84 feet in width, North 55°10′40″ East, 240.03 feet to the centerline of a segment of right-of-way to the northwest (said right-of-way being 66 feet in width, whose centerline proceeds North 34°49′20″ West, 62.00 feet from the last described point to the point of curvature of a curve of 200 feet radius, and northwesterly along last said curve 191.86 feet to its point of tangency and intersection with the centerline of Stanley Boulevard, excepting that land previously included in the right-of-way of said Stanley Boulevard); thence continuing North 55°10′40″ East, 79.00 feet to the point of curvature of a curve to the right having a radius of 500 feet; thence northeasterly, easterly and southeasterly along last said curve 305.74 feet and through a central angle of 35°02′07′ to the point of tangency, said point of tangency also being on the centerline of the existing 66-foot wide right-of-way of Stanley Boulevard; thence along the centerline of said 84-foot right-of-way and the centerline of the existing 66-foot right-ofway, South 89°47′13″ East, 747.24 feet to its point of intersection with the survey line of Stanley Boulevard and First Street, South 39°18′50″ West, 516.84 feet from a county monument on the survey line of Stanley Boulevard.

e of the existing 66-foot wide right-of-way of Stanley Boulevard; thence along the centerline of said 84-foot right-of-way and the centerline of the existing 66-foot right-ofway, South 89°47′13″ East, 747.24 feet to its point of intersection with the survey line of Stanley Boulevard and First Street, South 39°18′50″ West, 516.84 feet from a county monument on the survey line of Stanley Boulevard.

Line Three, from Stanley Boulevard to Vineyard Avenue. A right-of-way of varying widths from the survey line of Stanley Boulevard and First Street to Vineyard Avenue, its centerline of which begins on the said survey line of Stanley Boulevard and First Street, South 39°18′50″ West, 516.84 feet from a county monument on last said survey line; thence South 89°47′13″ East, 385.76 feet with a right-of-way of 120 feet in width; thence South 89°47′13″ East, 80 feet to the point of curvature of a curve to the left having a radius of 500 feet (the right-of-way reduces from 120 feet to 104 feet along last said course); thence with a right-of-way width of 104 feet, southeasterly, easterly and northeasterly along last said curve, 145.50 feet through a central angle of 16°40′22″ to the point of tangency; thence North 73°32′25″ East, 198.94 feet to the point of curvature of a curve to the right having a radius of 500 feet; thence northeasterly, easterly and southeasterly along last said curve 321.07 feet and through a central angle of 36°47′32″ to the point of tangency; thence South 69°40′63″ East, 750.00 feet to the point of curvature of a curve to the left having a radius of 1200 feet; thence southeasterly along said curve 252.02 feet and through a central angle of 12°01′59″, to the point of tangency; thence South 81°42′02″ East, 1,155.00 feet to the point of curvature of a curve to the left having a radius of 1200 feet; thence southeasterly, easterly and northeasterly along last said curve, 178.01 feet to the point of tangency, said point of tangency being on the centerline of Vineyard Avenue, North 89°48′00″ East, 220.00 feet from a square head bolt monumenting the centerline angle point on Vineyard Avenue, excepting the existing right-of-way of Vineyard Avenue. (Prior code § 5-9.27; Ord. 1085 § 1 (part), 1983)

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City of Pleasanton, CA

PLEASANTON CODE

§ 17.20.070

§ 17.20.100

The future width for this street is shown on the plan prepared by the city department of public works, division of engineering, entitled "Future Street Width Lines, Santa Rita Road," dated May 8, 1967, and is generally described as follows:

A 128-foot wide right-of-way from Valley Avenue northerly to the intersection with Tassajara Road, the centerline of which shall be the existing centerline of Santa Rita Road and a 128-foot wide right-of-way from Santa Rita Road northerly to U.S. Highway 580, concentric about the existing 56-foot wide right-of-way of Tassajara Road, with 8-foot additional right-of-way widening on the east side and 64 feet of additional right-of-way widening on the west side. The transition from Tassajara Road to Santa Rita Road shall be a 128-foot wide right-of-way concentric about a broken back curve of two parts, both having an 880-foot centerline radius and connected by a tangent of 139.46 foot length, and connection with the existing centerline of Santa Rita Road to the new centerline of Tassajara Road as established above. (Prior code § 5-9.28)

The future width for this street is shown on the plan prepared by the city department of public works, division of engineering, entitled, "Future Street Width Lines, Division Street," dated February 26, 1968, and is generally described as follows:

A 74-foot right-of-way the centerline of which is generally described as follows: Northwesterly from the centerline of St. Mary Street along a 500-foot radius curve that is tangent to the centerline of St. Mary Street and a line three feet perpendicular distance northeasterly from the centerline of Division Street; thence northwesterly, parallel to and three feet perpendicular distance from the centerline of Division Street to an angle point that is 300 feet from the intersection at the centerline of Division Street and St. Mary Street; thence deflecting to the right to the point of intersection of the tangents to a 1000-foot radius curve, said point of intersection being 17 feet northeasterly of the centerline of Division Street, measured perpendicular to said centerline at a point that is 1050 feet from the intersection of the centerline of Division Street and St. Mary Street, measured along said centerline of Division Street; thence northwesterly, parallel to and 17 feet perpendicular distance from the centerline of Division Street, said line extended to the Arroyo Del Valle.

(Prior code § 5-9.29)

The future width for this street is shown on the plan prepared by MacKay and Somps, Civil Engineers, entitled "Precise Plan Line for the Intersection of Vineyard Avenue, Ray Street, and First Street," dated October, 1968, and is generally described as follows:

A 50-foot right-of-way the centerline of which is generally described as follows: Beginning at the point of intersection of the centerline of Vineyard Avenue (extended westerly) and at the centerline of First Street; thence N. 88°01′100″ W., 258.23 feet to the point of curvature of a 200-foot radius curve to the right; thence northwesterly along said curve 53.56 feet and through a central angle of 15°17′07″ to the point of tangency, at which point said curve is tangent to the existing centerline.

(Prior code § 5-9.30)

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City of Pleasanton, CA § 17.20.100

PLANNING AND RELATED MATTERS

§ 17.20.120

The future width for this street is shown on the plan prepared by MacKay and Somps, Civil Engineers, entitled "Right-of-Way Record Map, Peters Avenue," dated May, 1968, and is generally described as follows:

A 60-foot right-of-way, the centerline of which is generally described as follows: Beginning at a point on the centerline of St. John Street which lies N. 71°41′30″ W., 418.22 feet from the random survey line of Main Street; thence S. 18°18′30″ W., 430.15 feet to a point on the centerline of St. Mary Street which lies N. 71°41′30″ W., 423.02 feet from the random survey line of Main Street; thence S. 18°18′30″ W., 353.64 feet to a point on the centerline of Division Street that lies N. 64°42′35″ W., 430.76 feet from the random survey line of Main Street; thence S. 17°52′42″ W., 422.94 feet to a point on the centerline of Rose Avenue that lies N. 68°11′25″ W., 400.99 feet from the random survey line of Main Street; thence S. 20°29′50″ W., 172.12 feet to the point of curvature of a 1000-foot radius curve to the right; thence southwesterly along said curve 22.66 feet and through a central angle of 1°17′55″ to the point of tangency; thence S. 21°47′45″ W., 193.33 feet to a point on the centerline of Angela Street that lies N. 68°12′15″ W., 388.00 feet from the random survey line of Main Street; thence S. 68°12′15″ E., 0.91 feet along said centerline of Angela Street to a point that lies N. 68°12′15″ W., 387.09 feet from the random survey line of Main Street; thence S. 21°47′45″ W., 512.53 feet to a point on the centerline of Bernal Avenue that lies N. 67°14′05″ W., 202.09 feet and S. 84°40′05″ W., 196.99 feet along said centerline from the random survey line of Main Street. (Prior code § 5-9.31)

The future width of this street is shown on the plan prepared by the city department of public works, division of engineering, entitled, "Precise Plan Line for Railroad Street, Division Street to Spring Street," dated December, 1971, and is generally described as follows:

A 60-foot-wide right-of-way having a centerline substantially the same as the centerline of Railroad Street as shown on Record of Survey No. 348 prepared by MacKay and Somps, Civil Engineers, dated November, 1967, and filed January 29, 1968, in Book G, Page 97, Alameda County Records.

(Prior code § 5-9.32)

The future width for this street is shown on the plan prepared by the city department of public works, division of engineering, entitled "Precise Plan Line Rose Avenue, Pleasanton Avenue to Fair Street," dated February, 1972, and is generally described as follows:

Maintaining the existing 54-foot-wide right-of-way except for the addition of a 20-foot radius corner at the northwest corner of the Pleasanton Avenue-Rose Avenue intersection and the addition of a 20-foot radius corner at the northeasterly corner of the Fair Street-Rose Avenue intersection, with construction within this fifty-four-foot-wide right-of-way of curb and gutter on the southwesterly side (Alameda County Fairgrounds side) with the face of curb being five feet from the southwesterly right-of-way line and curb and gutter on the northeasterly side with the face of curb being 15 feet from the northeasterly right-of-way line, there being a distance of 34 feet between the curb faces.

(Prior code § 5-9.33)

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City of Pleasanton, CA § 17.24.010

PLANNING AND RELATED MATTERS