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That Hawes street from the
<br />edge of the existing pavement at
<br />the southeasterly line of Madison
<br />Avenue to a line distant one hun-
<br />dred forty-five (145) feet south-
<br />easterly and parallel to said south-
<br />easterly line of Madison Avenue;
<br />and Myrtle Street, Nevada Street
<br />and Opal Street from the south-
<br />easterly line of Jefferson Avenue
<br />to the northwesterly line of Madi-
<br />son Avenue; Quartz Street from
<br />the edge of the present pavement
<br />on said Quartz Street, said edge of
<br />Pavement being distant two hun-
<br />dred seventeen (217) feet north-
<br />westerly from the northwesterly
<br />line of Jefferson Avenue to the
<br />northwesterly line of Jefferson
<br />Avenue and from the southeasterly
<br />line of Jefferson Avenue to the
<br />northwesterly line of Madison Ave-
<br />nue: Pearl Street from the south-
<br />easterly line of Jefferson Avenue
<br />to the northwesterly line of Vera
<br />Avenue: Ramona Avenue from the
<br />southeasterly line of Vera Avenue
<br />to the edge of the existing pave-
<br />ment on said Ramona Avenue, said
<br />edge of pavement being distant
<br />two hundred fifty (250) feet south-
<br />easterly from the southeasterly
<br />-line of Vera Avenue; Madison Ave-
<br />nue from the edge of the exist -
<br />Ing pavement at the southwesterly
<br />line of Hawes Street to a line dis-
<br />tant five (5) feet southwesterly
<br />from and parallel to the south-
<br />westerly line of Quartz Street;
<br />Vera Avenue from a line distant
<br />five (5) feet southwesterly from
<br />and parallel to the southwester)
<br />line of Ramona Avenue produce
<br />in a straight line northwester)
<br />across Vera Avenut. to a line dis-
<br />tant five (5) feet northeaster)
<br />from and parallel to the north-
<br />easterly line of Pearl Street pro-
<br />duced in a straight line south-
<br />easterly across Vera Avenue: Ave
<br />nue del Ora from the edge of th
<br />existing pavement at the north
<br />westerly line of Jefferson Avenue
<br />to a line distant six hundred
<br />twenty-five (625) feet northwest-
<br />erly from said edge of pavement
<br />along the centerline of Avenue de
<br />Ora; Union Place from the edge
<br />of the existing pavement at th
<br />southerly line of the Hetch-Retch
<br />Aqueduct right-of-way to th
<br />southerly line of Avenue del Ora
<br />including all Intersections and ter-
<br />minations and portions thereo
<br />within the above described limit
<br />be improved as follows, to -wit:
<br />1. That the above mentions
<br />and described streets, avenues an
<br />portions thereof be graded fo
<br />their full widths and for th
<br />lengths herinbefore mentioned an
<br />that the roadways thereof b
<br />paved with a cement concret
<br />pavement five (5) Inches In thick
<br />ness laid upon a base or cushion
<br />of broken stone three (3) dnche
<br />In thickness after rolling with
<br />cushion of sand one (1) inch i
<br />thickness laid between said broke
<br />stone base and said cement con
<br />trete pavement, provided, however
<br />that said cement concrete pave
<br />ment shall have a thickness o
<br />seven (7) inches along the center
<br />line thereof and along the center
<br />line of all in(Prsecting streets an
<br />taper to a thickness of five (5
<br />Inches at points three (3) feet o
<br />each side of said centerlines.
<br />2. That integral cement concret
<br />curbs be constructed on both side
<br />of the streets and avenues an
<br />portions thereof hereinbefore d
<br />scribed and within the above d
<br />scribed limits and also upon th
<br />corners of all intersecting an
<br />terminating streets and avenue
<br />and portions thereof within th
<br />lines hereinbefore mentioned an
<br />described and said cement concret
<br />curbs integral with the paveme
<br />shall be six (6) inches across th
<br />top and eleven (11) inches dee
<br />said Integral curb to be laid upo
<br />a base or cushion of broken ston
<br />three (3) inches in thickness aft
<br />rolling with a cushion of san
<br />one (1) Inch in thickness laid b
<br />tween said broken stone base an
<br />said integral curb to be built
<br />herein provided.
<br />3. That Ruby Street 1• improve
<br />by havint* a four (4) foot by fiv
<br />(5) foot reinforced cement concret
<br />box culvert 60.08 feet long and lyin
<br />across said Ruby Street at a
<br />angle of 560 19e to the centerlin
<br />thereof and the centerline of sai
<br />culvert to be on the productio
<br />in a straight line westerly of t
<br />centerline of The easement lhrou,
<br />Block S. New high School Acre
<br />.said abovomentdoned four f4) fo
<br />by five (5) foot relnfOrced c
<br />local concrete box culvert to
<br />))rived with an asphaltic concro
<br />payment six (6) inches thick at t
<br />centerline thereof anti One a
<br />one-quarter (911) inch thiel[ at t
<br />gutter tines, as more Cully shot
<br />on the plans, profiles, seetlnns,
<br />tatted drawings and specificalio
<br />referred to herein, and that t
<br />(2) reinforced remrnt tonere
<br />storm water Inlets with cast it
<br />frames and gratings and two
<br />(12) Inch circular cement c
<br />erete drain pines four 6t) t
<br />Ih length he placed in the gutt
<br />an the northwesterly side of
<br />reinforced cement cencretr f
<br />(1) toot by five (5) foot )sox
<br />vert and coonerU,d ltn-roto,
<br />hown and described on the plans,
<br />rofiles, detailed drawings and
<br />pecifications adopted by the Coun-
<br />t of the City of Redwood City
<br />n the 21st day of July, 1930, and
<br />ow on file in the office of the
<br />lerk of said City, to which plans,
<br />rofiles, detailed drawings and
<br />pecifications reference is hereby
<br />made for a complete description
<br />nd location of said work and dm-
<br />rovements and for further par-
<br />culars, and the same are made
<br />part hereof.
<br />And the Council of the City of
<br />P-
<br />on,
<br />City does hereby determ-
<br />ne and declare that the foregoing
<br />escribed work.and improvements
<br />re of more than local or ordinary
<br />ublic benefit and will affect and
<br />enefit the lands and district
<br />hereinafter mentioned, which said
<br />district is hereby declared to be
<br />he district benefited by said work
<br />nd improvements; that therefore
<br />he entire costs and expenses of
<br />aid work and improvements shall
<br />be and are hereby made charge-
<br />able against and shall be assessed
<br />upon said lands and district,
<br />which district is within the lim-
<br />ts of the City of Redwood City,
<br />County of San Mateo, State of
<br />California, and said district is de-
<br />scribed and shown on a certain
<br />map or plat entitled "Map Show -
<br />ng Assessment District under
<br />Resolution of Intention, No. M-12,"
<br />which map or plat was adopted
<br />and approved by the Council of
<br />City of Redwood City on the
<br />21st day of July, 1930, and which
<br />map or plat is now on dile in the
<br />office of the Clerk of said City
<br />of Redwood City, and to which
<br />map or plat reference is hereby
<br />made for an accurate and com-
<br />plete description and location of
<br />said assessment district and the
<br />same is made a part hereof; p-o-
<br />vided, however, that all streets
<br />and avenues or portions thereof
<br />included within said assessment
<br />district and shown on the map
<br />thereof shall be omitted from any
<br />assessment levied for the costs and
<br />expenses of the work aforesaid
<br />said streets and avenues and por.
<br />tions thereof now being in public
<br />use as public streets and avenues.
<br />There is hereby excepted from
<br />the work and improvements afore-
<br />said any thereof that is already
<br />done to the lines and grades as
<br />shown on the plans, profiles, de-
<br />tailed drawings and specifications
<br />herein referred to.
<br />NOTICE IS HEREBY GIVEN
<br />that serial bonds to represent un.
<br />Pal d assessments and bear interest
<br />at the rate of seven (7) per cent
<br />per annum shall be issued here-
<br />under in the manner provided by
<br />the Improvement Bond Act of 1915
<br />of the State of California, as
<br />amended, the last Installment of
<br />which bonds shall mature and be
<br />Payable nine (9) years from the
<br />second day of July next succeed-
<br />ing ten (10) months from their
<br />date. Except as herein provided
<br />for the issuance of serial bonds
<br />the work and improvements here-
<br />in described shall be done and
<br />made pursuant to the provisions
<br />of the "Improvement Act of 1911"
<br />of the State of California, as
<br />amended and now in effect.
<br />existing pavement between the concrete pavement twelve (12) feet s
<br />northerly and southerly lines of in width between a line distant P
<br />the easements through Blocks 8 two (2) feet southwesterly from s
<br />and 9. New High School Acres, and parallel to the northeasterly el
<br />produced across Ruby Street and curb line of Quartz Street and a o
<br />between the northwesterly and line twelve (12) feet northeasterly n
<br />southeasterly edges of the four therefrom be removed to build the C
<br />(4) foot by five (5) foot rein- four (4) foot by five (5) foot box P
<br />forced cement concrete box cul- culvert, said pavement to be re- s
<br />vert herein ordered to be built on placed upon the completion of the
<br />Ruby Street, be paved with an culvert. a
<br />asphaltic concrete pavement two 6. That a channel of the section P
<br />and one-half (21f) inches in thick- and dimensions shown on the plans ti
<br />ness with an asphaltic concrete be excavated through Block 8, New a
<br />wearing surface one and one-half High School Acres within the lines
<br />(I i'.) inches in thickness laid there- of the right of way, through said
<br />on, provided said asphaltic con- Block S. New High School Acres; r
<br />trete pavement be laid upon a base the four (4) foot by five (5) foot d
<br />or cushion of b oken stone three box storm water culvert and all a
<br />(3) inches In thickness after roll- storm water inlets are to be re- P
<br />Ing, also that cement concrete com- inforced with steel as shown on b
<br />bined curb and gutter be built the plans, profiles, detailed draw -
<br />(from the ends of the existing ings and specifications referred
<br />cement concrete combined curb to herein. t
<br />and gutter now in place) between a
<br />the northerly and southerly lines 7. That the existing sewers along t
<br />the centerlines of Ruby Street,
<br />of the easement through Blocks 8 s
<br />and 9, New High School Acr•ea. Quartz Street and Madison Ave -
<br />produced across Ruby Street, the nue be lowered as shown on the
<br />curb portion of sp ' cement con- plans, profiles, detailed drawings
<br />crete combined curb and gutter to and specifications to accommodate
<br />be six (6) inches across the top the four (4) foot by five (5) foot i
<br />and eleven (11) inches deep and box storm water culvert herein -
<br />the gutter portion of said cement before ordered, and that one (1)
<br />concrete combined curb and gutter cast iron pipe eight (8) inches in
<br />to be twenty-four (24) inches wide diameter and twelve (12) feet in
<br />and to be six and one-quarter length be provided and placed at I
<br />(6t/i) Inches thick next to the the sewer crossing under said
<br />pavement and five (5) Inches thick culvert on Madison Avenue, and
<br />next to the curb, said cement con. one (1) cast Iron pipe six (6)
<br />trete combined curb and gutter inches in diameter and twelve (12)
<br />to be laid upon a base or cushion, feet in length be provided and
<br />of broken stone three (3) inches placed at the sewer crossing under
<br />in thickness after rolling. the culvert to be built on Ruby
<br />4. That a reinforced cement con- street and also one (1) cast iron
<br />Crete four (4) foot by five (5) pipe six (6) inches in diameter and
<br />foot box storm water culvert with twelve (12) feet in length be pro -
<br />manholes capped with cast iron vided and placed at the sewer
<br />frames and covers and reinforced crossing under the culvert on Ne -
<br />cement concrete storm water In- vada Street.
<br />lets, capped with cast iron frames 8. That four (4), four (4) inch
<br />Y and gratings and provided- with vitrified salt glazed tile pipe sewer;
<br />d twelve (12) inch circular pipe laterals be constructed from the
<br />Y storm water drains of the sizes, main sewer now in place along thc-
<br />dimensions and number and In the centerline of Quartz Street said
<br />Y particular locations and positions four (4) laterals to extend from
<br />and of the materials as are more the main sewer to the northeaster.
<br />fully shown, described and set ly property line of Quartz Street;
<br />forth on the plans, profiles, de- that twelve (12), four (4) inch
<br />- tailed drawings and specifications vitrified salt glazed tile pipe sewer
<br />e referred to herein, ,: all be con- laterals be constructed from the
<br />- structed In, along and upon the main sewer now in place along
<br />following streets and avenues, to- the centerline of Madison Avenue,
<br />wit: Said reinforced cement con- said twelve (12) four (4) inch
<br />crete four (4) foot by five (5) vitrified salt glazed tile pipe sewer
<br />foot box storm water culvert one laterals be constructed from the
<br />I thousand eight hundred thirteen main sewer now in place along the
<br />(1,813) feet long to commence at centerline of Madison Avenue, said
<br />e the intersection of the southwest- twelve (12) laterals to extend from
<br />Y erly property line of Quartz Street the main sewer to the southeaster-
<br />s with the centerline of the ease- ly property line of Madison Ave.
<br />• ment through Block 8, New High nue. That four (4), four (4) inch
<br />School Acres, and to run thence vitrified salt glazed the pipe sewer
<br />f as shown on the plans across laterals be constructed from the
<br />a Quartz Street to a point five (5) main sewer now in place along
<br />feet southwesterly from the north- the centerline of Nevada Street,
<br />d easterly line of Quartz Street; said four (4) laterals to extend
<br />d thence on a line distant five (5) from the main server to the north.
<br />r feet southwesterly and parallel to easterly property line of Nevada
<br />e the northeasterly line of Quartz Street. All of the above vada
<br />d Street to the northwest curb line tioned four (4) inch laterals to be
<br />men -
<br />e of Madison Avenue; thence on a
<br />e curve across Madison Avenue to a connected to their respective main
<br />point distant five (5) feet north- sewers at the wyes from which
<br />westerly from the southeasterly the existing laterals at these loca-
<br />s line of Madison Avenue; thence tions are to be removed.
<br />a' on a line distant five (5) feet There is however excepted from
<br />In northwesterly and parallel to the the cement concrete pavement and
<br />n southeasterly line of Madison Ave- integral curb hereinbefore ordered
<br />nue to the southwesterly curb line to be built on Ramona Avenue
<br />, of Nevada Street; thence on a twelve (12) feet at the location
<br />curve across Nevada Street to a of the bridge to be built thereon
<br />f point distant five (5) feet south- as more fully shown on the plans,
<br />westerly from the northeasterly profiles, detailed drawings and
<br />line of Nevada Street; thence on specifications.
<br />d a line distant five (5) feet south- The City will pay out of its 1930
<br />westerly from the northeasterly bond fund the sum of Seven Thou -
<br />n line of Nevada Street to the south. sand ($7,000) Dollars towards the
<br />easterly line of Vera Avenue, said costs of the improvements de -
<br />e four (4) foot by five (5) foot box scribed herein in paragraphs num-
<br />* storm water culvert to be carried bered 3, 4, 5, 6, 7, and 8.
<br />d across all Intersecting streets on The width of the streets and
<br />e- the lines hereinabove described; avenues hereinbefore mentioned,
<br />e- said above mentioned storm water and the width of the roadways of
<br />e culvert to be provided with seven,
<br />d (7) manholes capped with cast said streets and avenues, and the
<br />s iron frames and covers, in the width of the sidewalks of said
<br />e locations and of the dimensions streets and avenues are to be
<br />d as shown on the plans, profiles, do- I and are as shown on the plans,
<br />e tailed drawings and specifications-. Profiles and detailed drawings
<br />nt twelve (12) inch cement concrete hereinafter referred to herein.
<br />e circular storm water pipe culverts That the official elevations for
<br />P. provided with reinforced cement the street grades of said streets,
<br />n concrete, storm water inlets and and avenues hereinbefore men-
<br />* rapped with cast Iron frames and tioned, crown grades, curb grades
<br />er Gratings to be built at the loca- and grade elevations for top of
<br />d tions indicated as follows; One gutters be changed and grades dif-
<br />e- such twelve (12) inch culvert to ferent from those established or
<br />d be built at the northwesterly curb adopted prior to the adoption by
<br />as line of Jefferson Avenue and con- the Council of the City of Red-
<br />nect to the four (4) foot by five wood City of the plans, profiles,
<br />d (51 foot box culvert; One such detailed drawings and specifica-
<br />e twelve (12) Inch culvert to be tions hereinafter referred to herein
<br />e huilt at the southeasterly property shall be adopted, and such official
<br />g line of Jefferson Avenue and con- and different and prior grades
<br />n next to (ha four (4) foot by five shall be modified and are hereby
<br />e (5) toot box culvert-. One such mollified and changed so that the
<br />d twelve (12) inch culvert to be official grades shall be and con-
<br />n built at Ilse tm•thwestcrlp Prof- form to the grades as shown on
<br />he +,•tv line of Madison Avenue Acros the plans, profiles and detailed
<br />t*h f)1 ariz Street; On such twelve
<br />s: 112) inch oulvrrt to be built at drawings for said work and fan
<br />of rhe eon(hwesterl nroncrty line provements, which plans, profiles
<br />a of 'Pearl ()ent and Nevarla Streets and detailed drawings were hereto -
<br />be •,erns Madison Avemra and eon fore arlopt.ed by the Connell of the
<br />to nest to the -our (4) foot by five City of Redwood City on the 21st
<br />he f,) foot box culvert to be built day of July, 1930, by "Resolution
<br />rid •+n the .stnrthrasterlV sine of Mndi Adopting Plans, Profiles and Specl-
<br />he -�en A+•nnue as herein ordeted to fleations No. M-12•' which plans,
<br />vn I'D built, profiles, detailed drawings anti
<br />dr- , That the thn,t)er bridge• on speciffeations are now on file 1n
<br />n's refferson Avenue lying twenty-five the office of the Clerk of the City
<br />wO: of Redwood City and to which
<br />}t,; 125) feet northeasterly from the plans, profiles, detailed drawings
<br />Oa l nnttbea�terly prnp(a•ty line Of and specifications reference, is
<br />lvn, Quru-lz Street be removed ami the hereby made for a description of
<br />on "1eT3dmr filled in. and n cement the grades at which said work Is
<br />het' concrete pavement with integral to be done and said Improve -
<br />"1101 eo match that alroadv In merits made and the same nre
<br />}11e ninre on both aides Of the timber made a part hereof.
<br />Our ))phlge be built of the fhicitness All the hereinbefore anti herein -
<br />cul -end nature of live existing pave• nbov, mentioned anti described
<br />,hr n), w and eurh and n11 as shown work and Immovements are to be
<br />M
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