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<br />Councilman Hinman, seconded by Councilman Dusel offered the follvwing resolution And moved
<br />its adoption:
<br />RESOL'UT.tON ORDERING PLANS, PROrILI, AND SPECIFICATIONS N0, M-12.
<br />' That Hawes street from the
<br />angle of 56° 19r to the centerline
<br />westerly from the southeasterly -
<br />street and also"'ono" (1) cast iron
<br />edge of the existing pavement at
<br />thereof and the centerline of said
<br />line' of Madison Avenue; thence
<br />pipe six. (6) inches In diameter -and
<br />the southeasterly line of Madison
<br />culvert to be on the production
<br />on a ,line distant five (5) feet
<br />twelve (12) feet In lengtfi be pro-
<br />.elvenue'to a line distant one -hun-
<br />to a straight line westerly of the
<br />northwesterly and parallel to the
<br />vided and placed at the sewer
<br />dred forty-five (145) feet south-
<br />centerline of the easement through
<br />southeasterly line of Madison Ave-
<br />crossing under the culvert on Ne -
<br />easterly and parallel to said south-
<br />Block 8, New High �chool Acres;
<br />nue to the southwesterly curb line
<br />vada Street.
<br />easterly line of Madison Avenue;
<br />said abovemeuttoned four' (4) toot
<br />'reinforced
<br />of Nevada Street; thence, on a
<br />8, That four (4), four (4) inch
<br />and Myrtle Street, Nevada Street
<br />by five, (5) foot ee-
<br />curve across Nevada Street to a
<br />vitrified salt glazed tile pipe sewer
<br />and Opal Street from the south-
<br />ment concrete box culvert to be
<br />point distant five (5) feet south-
<br />laterals -be constructed from. the
<br />! easterly line of Jefferson Avenue
<br />paved with an asphaltic concrete
<br />westerly from the northeasterly
<br />main sewer now in place along the
<br />k to the northwesterly line of Mad£-
<br />pavement six (6) Inches thick at the
<br />line of Nevada Street; thence on
<br />centerline of Street said
<br />son Avenue; Quartz Street from
<br />centerline thereof and one and
<br />a line distant five (5) feet south -
<br />.,Quartz
<br />four (4), laterals to extend from
<br />the edge of the present pavement
<br />one-quarter (11A) inch thick at the
<br />westerly from the northeasterly
<br />the main sewer, to the northeaster
<br />on said Quartz Street, said edge of
<br />gutter lines, as more fully spawn
<br />line of Nevada Strest to the south-
<br />ly property,,, line of Quartz Street;
<br />' pav8ment' being distant two bun-
<br />on the plans, profiles, sections, de-
<br />easterly line of Vera Avenue, said
<br />r.
<br />that twelve, (12); fou(4), tneir
<br />dred seventeen (217) feet north-
<br />tailed drawings and specificatlons
<br />four (4) footbyfive (5) foot box
<br />vitrified salt glazed tile pipe sewer
<br />westerly from the northwesterly
<br />referred to bereln, .and that two
<br />storm water culvert tobe -carried
<br />t line of Jefferson Avenue to the
<br />(2) reinforced cement concrete
<br />across -ail intersecting- streets on
<br />laterals be constructed from the
<br />northwesterly line of Jefferson
<br />storm water inlets with cast iron
<br />the lines hereinabove described;
<br />main sewer now In place along
<br />' Avenue and from the southeasterly
<br />frames and gratings and twelve
<br />said above mentioned storm water
<br />the centerline of Madison A enue,
<br />Clineof Jefferson Avenue to, the
<br />(12). Inch `clrcular cement cop-
<br />culvert to be provided with seven
<br />said twelve (12) four (4)' inch
<br />northwesterly tine of Madison Ave-
<br />crate drain pipes four (4) feet
<br />(7) manholes capped with cast
<br />vitrified salt glazed tile pipe sewer
<br />"nue;'Pearl Street from the south-
<br />in length be placed In the gutters
<br />iron frames and covers, in the
<br />laterals be constructed from the
<br />'easterly line. of Jefferson Avenue
<br />on the northwesterly side of the
<br />locations and of the dimensions
<br />main sewer now in place along the
<br />to the northwesterly line of Vera
<br />reinforced cement concrete. four
<br />as shown on the plans, profiles, de-
<br />centerline of Madison Avenue, said
<br />Avenue; Ramona Avenue from •the
<br />(4) foot by five (5) foot box cul-
<br />tailed drawings end specifications;
<br />twelve (12) laterals to extend from
<br />.southeasterly line of Vera Avenue
<br />vert and connected thereto, or-
<br />twelve (12) inch cement concrete
<br />the main sewer to the southeaster -
<br />to, the ,edge of the existing pave-
<br />dered hereinabove to be built on
<br />circular storm water pipe culverts
<br />ly property line of Madison Ave-
<br />ment, on said Ramona Avenue, said
<br />Ruby Street, further that Ruby
<br />provided with reinforced cement
<br />nue. That four (4), four (4) Inch
<br />edge 'of pavement being distant
<br />Street between the edges of the
<br />concrete storm water inlets and
<br />vitrified salt glazed the pipe sewer
<br />two hundred fifty (250) feet south-
<br />existing pavement between the
<br />capped with east iron frames and
<br />laterals be .constructed from the
<br />easterly from the, soutbeasterly
<br />northerly and lines of
<br />gratings to be built at the ,loca-
<br />main sewer now in place along
<br />line of 'Vera Avenue; Madison Ave-
<br />„southerly
<br />the easements through BIocks 8
<br />tions Indicated as follows: One
<br />the centerline of Nevada Street,
<br />nue from the edge of the exist-
<br />and 9, New High School Acres,
<br />such twelve (12) inch culvert to
<br />said four (4) laterals to extend
<br />Ing pavement at the southwesterly
<br />produced across Ruby.Street and
<br />be built at the northwesterly curb
<br />from the main sewer to the north -
<br />line of Hawes Street to a line dia-
<br />between the - northwesterly and
<br />line of Jefferson Avenue and con-
<br />easterly ;property line of Nevada
<br />tent five (5) feet southwesterly
<br />southeasterly edges of the tour
<br />neat to the four (4) foot by five
<br />Street. All of the above men -
<br />from and parallel to the south-
<br />(4) foot by five •(5) toot reln-
<br />(5) foot box culvert; One,, such
<br />tioned four (4) inch laterals. to be
<br />w-steriv line of Quartz Street;
<br />forced cement concrete box cul—twelve
<br />(12) inch ,culvert' to be
<br />connected to their respective main
<br />Vera Avenue from -a line distant
<br />vert herein ordered to be built on
<br />built at the southeasterly property
<br />sewers at the Wyss from which
<br />five (5) feet southwesterly from
<br />Ruby Street, be paved wltb%,an
<br />line of Jefferson Avenue and con-
<br />the existing laterals, at these lova-
<br />and parallel to the southwesterly
<br />- asphaltic concrete pavement two
<br />neat to the four (4) foot by five
<br />tions are to he removed.
<br />line of Itamona Avenue produced
<br />and one-half (2%) inches in thick-
<br />(5) foot box culvert; One such
<br />There is however excepted from
<br />in , a straight line northwesterly
<br />ness with an asphaltic conerete�tvyslva.
<br />(12) inch culvert to be
<br />cement concrete pavement and
<br />across Vera Avenue to a line dig-'wearingthe
<br />surface one and one-half
<br />built at the northwesterly prop-
<br />integral curb hereinbefore ordered
<br />tent Svc (5) feet northeasterly
<br />(I 'A) inches In thickness laid there
<br />arty line of Madison Avenue across
<br />to be built on Ramona Avenue
<br />- from and parallel to the north-:
<br />line of Pearl Street pro-
<br />• on, provided said asphaltic con-.
<br />Quartz Street; One such twelve
<br />twelve (12) feet at the location
<br />easterly
<br />duced In a straight line south -;or
<br />crate pavement be laid upon a base
<br />. (12) inch culvert to be , built at
<br />of the bridge to be built thereon
<br />easterly across Vara Avenue; Ave
<br />cushion of broken stone three-
<br />• (3) inches in thickness after roll-•
<br />the southwesterly property lin¢
<br />Pearl, Opal and Nevada, Streets
<br />as more fully shown on the plans,]
<br />nue def Ora from the edge of the
<br />• in also that cement concrete °ons
<br />g,
<br />• °f
<br />Madison Avenue sad con -
<br />profiles, detailed drawings and'
<br />existing 'pavement at the north-
<br />' bined Curb and gutter be built
<br />across
<br />.
<br />neat to the four (4) foot by five
<br />specifications.
<br />westerly' line of Jefferson Avenue
<br />(from the ends of the existing
<br />box culvert to be built
<br />The City will pay out of Its 1930
<br />to a line distant six hundred.
<br />concrete combined curb
<br />(5) foot
<br />the 'southeasterly side of Madi-
<br />bond fund the sum of Seven Thou -
<br />twenty-five (625) feet northwest
<br />.cement
<br />and gutter sy w in place) between
<br />and
<br />on
<br />son Avenue as beretn • ordered to
<br />sand (;7,000) Dollars towards, the
<br />from said edge o1 pavement
<br />g
<br />the norther] and southerly lines
<br />' -
<br />be bisalt.
<br />costs of the improvements de -
<br />along the centerline of Avenue del
<br />n
<br />of the easement through Blocks &-
<br />the timber bridge on
<br />scribed herein In paragraphs num-
<br />Ora; Union Place from the edge
<br />: and 9, New ' High School Acres,
<br />5, That
<br />Avenue lying twenty-five
<br />bared 3, 4 5, 6,,7 and..8� , .a
<br />Y ___. _. - c—.
<br />of the existing pavement at the
<br />southerly, line of the Heteh-Heteby
<br />produced across Ruby Street, the
<br />- curb portion of said cement con-:.
<br />Jefferson
<br />(25) feet northeasterly from the '
<br />Aqueduct right-of-way to the
<br />southerly line Avenue del Ora,
<br />crate
<br />combined curb and gutter to
<br />northeasterly property line of
<br />Street be removed and the
<br />of
<br />be six (6) Inches across the, top
<br />Quartz
<br />Including all Intersections and ter-
<br />� and eleven (11) inches deep and
<br />opening' filled in, and a cement
<br />minationa - and portions thereof
<br />isbltbin
<br />the gutter portion of said cement
<br />concrete pavement, with integral
<br />in
<br />the above descrlbed limits_
<br />concrete combined curb and gutter'
<br />curb' to match' that already
<br />be improved as follows, to -wit:
<br />to be twenty-four (24) Inches wide
<br />- place on both sides of the timber
<br />1 That .the above mentioned
<br />and to be six and one-quarter
<br />bridge be built of the thickness
<br />and described streets, avenues and
<br />(611) inches thick next to the
<br />and nature of the existing pave -
<br />portions thereof be graded for
<br />pavement and five (5) inches thick
<br />went and curb and all as shown
<br />their full widths and far the
<br />next to the curb, said cement con-
<br />on plans, profiles and detailed
<br />lengths ber£nbefore,mentioned and
<br />crete combined curb, and gutter
<br />drawings referred to herein; also
<br />that the roadwaya thereof be
<br />to be laid ulbn a base or cushion
<br />that a strip of the existing cement
<br />paved with a cement concrete
<br />ofbroken stone three (3) inches
<br />concrete pavement twelve (12) feet
<br />pavement five (5) inches In thick-
<br />In thickness after rolling,
<br />in `width between a line distant
<br />,.ness laid upon a base or cushion
<br />of broken stone three (3) inches
<br />4, That a reinforced cement con -
<br />two t2) feet southwesterly from
<br />'parallel
<br />in, thickness after rolling with a
<br />Crete four (4) foot by five (5)
<br />and to ; the northeasterly
<br />curb fine of Quartz Street and a
<br />cusblon of sand one (1) inch in
<br />foot box storm water culvert with
<br />line twelve (12) feet northeasterly
<br />thickness laid between said broken
<br />manholes :capped with cast iron
<br />therefrom be removed to build the
<br />stone base and said cement con-
<br />pavement, provided, however,
<br />frames and covers and reinforced
<br />four (4) foot by five (5) foot box
<br />.state
<br />that said cement concrete pave-
<br />Cement concrete storm water In-
<br />culvert, said pavement to be re
<br />placed upon the completlon of the
<br />ment shall have a thickness . of
<br />lets, capped with cast £rosy frames
<br />Culvert
<br />seven (7) inches along the center-
<br />and gratings and provided with
<br />g, That a channel of the section
<br />line thereof and aloe the center
<br />g
<br />twelve (12) inch circular pipe
<br />.
<br />and dimensions shownron the plans
<br />line of all Intersecting streets and
<br />storm water drains of the sizes,
<br />be excavated through Block 8, New
<br />taper to a thickness of five. (5)
<br />dimensions and number and In the
<br />High School Acres within the lines
<br />Inches at points three (3) feet on
<br />particular locations and positions
<br />_
<br />of the right of way, through said,
<br />each side of said centerlines.
<br />and of the materials as are more
<br />Block 8, New'High School Acres;
<br />2. That Integral cement concrete
<br />fully ahotivss, described and set
<br />the four {4) toot five foot
<br />curbs be constructed on both sides
<br />forth on the plans, profiles, de-
<br />box storm water culvert
<br />of the. streets and avenues and
<br />portions
<br />portions thereof hereinbefore de-
<br />tailed drawings and specifications
<br />cand all
<br />an
<br />storm waterit inlets are to be re-
<br />and within the above de-
<br />referred, to herein, shall be con-
<br />structed, In, along and upon the
<br />Enforced with steel on
<br />sed
<br />scribed limits and also upon the
<br />following -streets and Avenues, to-
<br />the pians, et draw -
<br />dens
<br />corners of all intersecting and
<br />wit:. Said relnfoiced cement con-
<br />specifices,
<br />togs end specifications referred
<br />p r ed
<br />terminating streets and avenues
<br />trete four (4) foot by five. (5)
<br />to herein,
<br />and portions thereof within the
<br />toot box,storm water culvert one
<br />7. That the existing sewers along
<br />!Ines hereinbefore mentioned and
<br />thousand,- eight hundred thirteen
<br />the centerlines of Ruby Street,i
<br />deseribed'and said cement concrete
<br />(1,813) feet long to commence at
<br />Quartz Street and Madison Ave
<br />.curbs integral with the pavement
<br />the Intersection of the southwest-
<br />nue be lowered as shown on the
<br />shall be six t8) Inches across the
<br />erly property line of Quartz Street
<br />plans, profiles, detailed drawingsil
<br />top and eleven (11) inches deep,
<br />with the centerilne of the ease-
<br />and specifications to accammodatek
<br />said integral curb to be ,laid upon
<br />ment through Block 8, New High
<br />the four (4) foot by five (5) foot
<br />a base or cushion of broken stone
<br />School Acres, and to run thence
<br />box storm water culvert herein -
<br />three (3) Inched In thickness after
<br />as shown on the plane, across
<br />before ordered, ,and that one (1)
<br />rolling with a cushion of sand
<br />'(1)
<br />Quartz Street to a point five (5)
<br />cent iron pipe eight (8) Inches int
<br />one ,inch do thickness laid be-
<br />-broken
<br />feet southwesterly from the north-'
<br />diameter and twelve (12) feet In
<br />tween said stone base and
<br />easterly line of Quartz Street;
<br />length be provided and placed at'
<br />said, integral curb to be built as
<br />thence on a line distant five (5)
<br />the sewer crossing - under said
<br />herein provided.
<br />feet southwesterly and parallel to
<br />culvert on Madison Avenue, and:
<br />3. That Ruby Street be Improved
<br />the northeasterly tine of Quartz
<br />one (1) cast iron pipe six (6)
<br />by having a four (4) foot by five
<br />Street to the northwest curb line
<br />inches in diameter and twelve (12)
<br />(5) foot reinforced cement'eonerete
<br />of Madison Avenue; thence on a
<br />feet In length be provided and
<br />box culvert 80,08 feet long and iyingcurve
<br />across Madison Avenue. to a
<br />placed at the sewer crossing under
<br />across said Ruby Street at an point distant five (5) fest north-
<br />the culvert to be built' on Ruby)
<br />71
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