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259
<br />Passed and adopted by the Council of the City of Redwood City at
<br />a regular meeting thereof, held on the 21st day of July, 1930, by the
<br />following vote:
<br />Ayes and in favor of the passage of the foregoing Resolution,
<br />Councilmen: H. A. Beeger, W. J. Dusel, C. J. Hildebrant, E. B. Hinman,
<br />G. W. McNulty, D. R. Stafford.
<br />Noes and against the passage of the foregoing Resolution,
<br />Councilmen: NODE.
<br />Absent: Councilmen: P. A. MC Carthy.
<br />DANIEL R. STAFFORD
<br />Mayor of the City of Redwood City
<br />Attest:
<br />B. E. MYERS
<br />Cleric of the City of Redwood City
<br />1930. I hereby approve the foregoing Resolution this 21st day of Judy,
<br />DANIEL R. STAFFORD
<br />Mayor of the City of Redwood City
<br />After presentation of the Plans, Profiles and Specifications by the City Engineer
<br />they were adopted by resolution offered by Councilman McNulty, seconded by
<br />Councilman Iiildebrant, as follows:
<br />RESOLUTION ADOPTING PLANS; PROFILES AND SPECIFICAT101-IS NO. M-12.
<br />RESOLVED by the Council of the City of Redwood City, County of
<br />San Maateo, State of California, that the plans, profiles, detailed draw-
<br />ings and specifications for doing the following work and making the folloly-
<br />ing improvements in said City, to -crit:
<br />fromof`utherlthe
<br />hewawesexistingepav at
<br />existingthe
<br />angle of 'S8°`-19�ta'the centerline"'.p duce'd aceo"ss"Ruby"Cltreat; tno"
<br />edge m nt
<br />line of the Retch-Hetch'pav¢ment'"at
<br />soy y
<br />thereof and the centerline of'said�
<br />curb dcement
<br />oto
<br />the southeasterly line of Madison
<br />Aqueduct right-of-way to ttit
<br />culvert to be on the production(;
<br />crate combined curb andgutter
<br />Avenue to a line distant one hun-
<br />southerly line of Avenue del Ora,
<br />in a straight line westerly of the' be six (6) inches across the top
<br />Bred forty-five (145) feet south-
<br />including all Intersections and ter-
<br />centerline of the easement through' and eleven 't11} inches deep and
<br />[easterly and parallel to said south-
<br />ie line
<br />sminations and portions thereof
<br />the described limits
<br />Block 8, ,New High School, Acres; the gutter portion of said cement
<br />and Sof Madison Street 'within above
<br />be Improved as follows, to-wit,
<br />said abovementioned four (4) foot 'concrete .combined curb and gutter
<br />by
<br />ayd Opal Street from the south-
<br />I 1. That the above mentioned
<br />,five ..(5) foot reinforced ce-' -to be twenty-four (24) Inches, wide
<br />meat concrete box culvert to be
<br />easterly line of Jefferson Avenue
<br />Ito
<br />Viand described streets, avenues and
<br />;and to 'ba six and one-quarter
<br />paved with an asphaltic concrete°(6y/a) tnch¢e thick next to the
<br />the northwesterly line of Wadi- ,portions thereof be graded for
<br />,pavement six (6) Inches thick at the and five (5) Inches thick
<br />[son ,Avenue; Quartz Street from ;their full widths and for the
<br />lengths herlubefore mentioned and
<br />presentpavementaid
<br />centerline thereof and one and next to the curb, said cement con-
<br />one-quarter (11/4) Inch thick atthe�crete
<br />' said Quartz Street, c nt
<br />g that 'the roadways thereof be
<br />combined curb and gutter
<br />mutter lines, as more fuliy'shown to be laid upon a base or cushion
<br />,pavement being .dtstant two bun- paved with a cement "concrete
<br />�on the plans, profiles, sections, dem !of broken three (8) Inches
<br />dred seventeen (217) Peet north- pavement five (5) Inches In thick-
<br />stone
<br />4tailed drawings and specifications Illi, thickness after roiling.
<br />westerly from the northwesterly nese laid .upon a base or'cushlon
<br />referred to herein, and that two'!
<br />line of Jefferson Avenue to the of broken stone three (3) Inches
<br />�(2) reinforced cement concrete 4. That a reinforced cement coin'
<br />itorthwesterly line Of J¢Yferson !n thickness after roiling with a
<br />storm water inlets with cast "iron }trete four (4) foot by five (B)_
<br />Avenue and from the southeasterly ?cushion of sand one (1) inch In
<br />,frames and gratings. and twelve toot box storm water culvert with
<br />line of Jefferson Avenue to the Ulckness laid between said broken
<br />(12) inch circular-, cement con- 'manholes ca ped with .cast Iron
<br />p
<br />northwesterly line of Madison Ave- 'atone base and said cement con-
<br />nue: Pearl Street from the south- trete pavement, provided, however,
<br />,crate - drain pipes four (4) feet frames and covers and �relnforced
<br />easterly line, of Jefferson Avenue !that said cement concrete pave-
<br />3n length be placed In the gutt¢rm cement concrete, storm water !n -
<br />to the northwesterly line of Vera 'ment shall have a thickness of
<br />(seven
<br />on the northwesterly aide of the'
<br />reinforced cement concrete four 'lets, capped with cast Iron frames
<br />Avenue: Ramona Avenue from the (7) laches along the center-
<br />southeasterly line of Vera Avenue [line thereof and along the ¢snide-
<br />(4) foot by five (5) foot box cul- and gratings and provided with
<br />to the edge of the exlst(ng pave- line of all intersecting streets and
<br />vert and connected thereto, or- twelve (12) .)nch circular pipe
<br />dared hereinabove to be built on `storm water drains of the sizes,
<br />went on said Ramona Avenue, said taper to a thickness of five (5)
<br />Ruby Street,, further that Ruby dimensions and number and In the
<br />edge of pavement being distant inches at points three (3) feet on
<br />Street between the edges of the locations and positions
<br />two hundred fifty (250) feet south- each side of said centerlines.
<br />,parttcular
<br />existing pavement between the: of the materials as are more
<br />easterly from the southeasterly 2. That Integralcementconcrete
<br />northerly and southerly ]Ines of ,fully shown,, described and met
<br />tine of Vera Avenue; Madison Ave- curbs be constructed on both skies
<br />the easements through Blocks, 8 forth on the plans, profiley,+ de-
<br />nue from the edge of the exist of the streets and avenues. and
<br />,
<br />and 9, New High 'School Aeras, tailed drawing's and specifications
<br />ing pavement at the southwesterly' portions thereof hereinbefore de-,
<br />produced across Ruby Street and referred to Herein, shall be con-
<br />tine of Hawes Street to a line dis- scribed and within the above de-
<br />the northwesterly and 'strutted In, along and upon the
<br />tent
<br />tont find feet southwesterly corneribed limits and also upon the
<br />southeasterly edges of the four following streets and avenues, to -
<br />pa
<br />from and parallel to the truth -,!corners of all Intersecting and
<br />(4) foot by five (5) foot rein- wit: Said reinforced cement con -
<br />Verarlv line rf Quartz Street;,an terminating streets and avenues
<br />forced cement concrete box cul-�, trete four (4) foot ,by five (5)`
<br />Vera Avenue horn a line difromt and portions thereof within the
<br />vert herein ordered to be built an Soot box storm water culvert one
<br />five (5) feet southwesterly from dines, hereinbefore mentioned and
<br />and parsllel to the southwesterly described and said cement concrete
<br />Ruby Street, be paved with an thousand eight hundred thirteen
<br />line. of Ramona Avenue produced curbs Integral with the pavement
<br />asphaltic concrete pavement two (1,813) feet long to commence at
<br />and one-half (21A) Inches in thick. the intersection at the southwest-
<br />outhwestacross
<br />In a straight line northwesterly shall be eta' (6) Inches across the
<br />acrossVera Avenue`to wiles dis- top and eleven (11) Inches deep,
<br />naps with an asphaltic concrete erlq property line of Quartz Street
<br />tant five (5) feet northeasterly said Integral curb to be laid upon
<br />wearing surface one and one-half with the centerline of the ease -
<br />(134) Inches In thickness laid there- ment through Block 8, New High
<br />from and parallel to the north- a base or cushion of broken stone
<br />easterly line of Pearl Street pro- three°(3) Inches In thickness after
<br />provided said asphaltic can- School Acres, and to run thence
<br />jou;
<br />duced in a straight line south- rolling 'with a cushion of sand
<br />trete pavement be laid upon a base as "shown, on the plans across
<br />Street to
<br />easterly across Vera Avenue; Ave- one (1) inch In thickness laid be-
<br />or cushion of broken stone three Quartz a point five (5)
<br />Inches in thickness feet southwesterly from the north -
<br />nue del Ora from the edge of, the tween said lbroken atone base and �(3)
<br />existing pavement at, the north- said integral curb to be built as
<br />after roll-
<br />Ing' also that cement concrete core- easterly , line of Quartz Street;
<br />westerly line of Jefferson Avenue herein provided.
<br />bind curb and gutter be built thence on a line distant five (5)
<br />feet southwesterly and parallel to
<br />to a line distant nix hundred 3. That Ruby Str6et be improved
<br />land
<br />(frotri the ands. tfie existing
<br />rt
<br />the northeasterly line of Quartz
<br />line
<br />twenty-five (625) feet northwest- by having a four (4) foot by five
<br />cement concrete combined curb
<br />Stre¢t thsterly
<br />St line'
<br />srly from said edge of pavement (5) Loot reinforced cement concrete l
<br />Hong'the of Avenue del box culvert 60.08 feet
<br />gutteoncrer now in lace) between! curb
<br />the northerly and southerly lines) Madison Avenue;. thence b on .a
<br />therly a
<br />centerline long and lyingsof
<br />bra v Union Place from the edge across said Ruby Street
<br />the through Blocks 6I curve across venue; Avenue to a
<br />at as
<br />`
<br />and 9. New Eilsh Sehnnt Acres. 4 lminf dlataat, five (5) feet north-
<br />
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