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Home My WebLink AboutRES NO 147-86RESOLUTION NO. 147-86~ A RESOLUTION OF THE COUNCIL OF THE CITY OF BAKERSFIELD ORDERING INSTALLATION OF CURB, GUTTER AND CONNECTING PAVING ALONG MESA GRANDE STREET IN FRONT OF PARCEL C, TRACT NO. 2263. WHEREAS, the City Engineer has determined that the pub- lic convenience and necessity require the installation of curb and gutter, including connecting paving (hereinafter the "improvements") along Mesa Grande Street adjacent to property described as Parcel C of Tract No. 2263 (hereinafter, the "property"); and WHEREAS, the Public Works Manager has found that curbs, including gutters and connecting paving, have been constructed in front of properties constituting more than fifty percent of the frontage in the block wherein the property is located; and WHEREAS, pu~suant to Chapter 27 of Part 3 of Division 7 (Section 5870 et seq.) of the california Streets and Highways Code (hereinafter, the "Code"), this Council may order installa- tion of such improvements, instruct the Public Works Manager (hereby designated tlne "Superintendent of Streets" to perform the duties of the superintendent of streets set forth in that Chapter) of the Code to notify the owner or person in possession of the property to construct or cause to be constructed such improvements in front of his property, and set a hearing to hear and pass upon objections or protests, if any. NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Bakersfield as follows: 1. The owner of the property is hereby ordered to install such improvements, to City standards, the length of said property along Mesa Grande Street. 2. The Public Works Manager is hereby directed to notify such person to construct or have constructed such improve- ments, a copy of which notice is attached to this resolution. Such notice shall also be posted as specified in Section 5878 of the Code. 3. This Council will hear and pass upon any objections or protests at 7 p.m., or as soon thereafter as the matter may be heard, on Wednesday, October 22, 1986, at the Council Chambers, 1501 Truxtun Avenue, Bakersfield, California. .......... o0o .......... I HEREBY CERTIFY that the foregoing Resolution was passed and adopted by the Council of the City of Bakersfield at a regular meeting thereof held on October 8, 1986 by the following vote: CITY CLERK and Ex officio Clerk of the Council of the City of Bakersfield APPROVED October 8, 1986 MAYOR of the city of B~kersfield APPROVED as to form: --C~-TY~TTORNEY of the City of Bakersfield AJS/bl 4 R. PAVE 2 NOTICE TO CONSTRUCT IMPROVEMENTS Pursuant to order of the City Council of the City of Bakersfield adopted at its regular meeting of October 8, 1986, you are hereby directed to construct curb and gutter (with con- necting paving) adjacent to your property (Parcel C of Tract No. 2263) along Mesa Grande Street in the City of Bakersfield. Details of the work to be done and materials to be used are given on Exhibits "A" and "B" attached hereto and incorporated herein by reference. If construction of such improvements is not commenced within sixty (60) days and diligently and without interruption prosecuted to completion. I shall cause the construction to be done and the cost of the same shall be a lien on the property and may be collected with other taxes on the property. The Council of the City of Bakersfield shall conduct a hearing and will pass upon objections or protests, if any, which may be raised by any property owner or other interested persons at 7 p.m., or as soon thereafter as the matter may be heard, on October 22, 1986, at the Council Chambers, City Hall, 1501 Truxtun Avenue, Bakersfield, California. Dated: October 8, 1986 Public This notice was rescinded by Resolution Nos. 153-86 and 157-86. AJS/bl 4 NOT EXHIBIT B (a) CLEARING AND GRUBBING. Clearing and grubbing shall conform to the provisions in Section 16, "Clearing and Grubbing," of the Standard Specifications and these special provisions. Clearing and grubbing shall be limited to those areas actually affected by the planned construction as directed by Engineer. (b) EARTHWORK. Earthwork shall conform to the provisions in Section 19, "Earthwork," of the Standard Specifications and these special provisions. Section 4-1.05. "Use of Materials Found on the Work," of the Standard Specifications shall be amended to read as follows: Unless designated as selected material as provided in Section 19-2.07, "Selected Material," the Contractor, with the approval of the Engineer, may use in the proposed construction such stone, gravel, sand or other material suitable in the opinion of the Engineer as may be found in excavation. The Contractor will be paid for the excava- tion of such materials at the contract price for such excavation, but he shall replace at his expense with other suitable material all of that portion of the material so removed and used which was contem- plated for use in the work. The Contractor shall not excavate or remove any smterial from within the highway location that is not within the excavation, as indicated by the slope and grade lines, without written authorization from the Engineer. When asphalt concrete is to be placed on the grading plane, the grad- ing plane at any point shall not vary by more than 0.05-foot above or below the grade established by the Engineer. Section 19-3.062, "Slurry Cement Backfill," of the Standard Specifications is deleted and shall not apply to this contract. The relative compaction limits specified in the second paragraph of Section 19-5.03 "Relative Compaction ( 95 Percent)," of the Standard Specifications are amended to the limits shown on the plans and typical cross- sections and shall be determined by: ASTM D1557-70, Method "C" Standard Test Method for Moisture-Density Relations of Soils using 10 lb. (4.5 Kg) rammer and 18" (457mm) drop, Calif. Test Methods 216 or 231. The subgrade must be smooth, uniform and true to the required grade. Full compensation for excavating & compacting the pavement subgrade shall be included in the price paid for asphalt concrete and no additional allow- ance will be allowed therefor. Pg. 1 of 3 (c) ASPHALT CONCRETE. Asphalt concrete shall be Type B and shall conform to the provisions in Section 39, "Asphalt Concrete," of the Standard Specifications and these special provisions. Aggregate for Type B asphalt concrete shall conform to the require- ments for 3/4 inch maximum, medium grading as specified in Section 39-2.02, "Aggregate," of the Standard Specifications. The amount of asphalt binder to be mixed with the aggregate shall be between 4 percent and 7 percent by weight of the dry aggregate as determined by the Engineer. The second sentence of the first paragraph of Section 39-6.02, "Spreading," of the Standard Specifications is amended to read: The asphalt concrete may be spread by any mechanical means that pro- duces a surface texture of uniform appearance ready for compaction without further shaping. Where new asphalt concrete pavement is to conform to existing paved surfaces, the existing pavement shall be saw cut. Asphalt concrete type "B" will be measured by the ton of completed mixture in accordance with the provisions of Section 9-1.01 "Measurement of Quantities," of the Standard Specifications. Asphalt concrete Type B will be paid for at the contract price per ton which price shall include full compensation for furnishing all labor, materials, tools and equipment and for doing all the work involved in placing asphalt con- crete as specified, including sawcutting and trimming of bituminous surfacing at pavement joints. Full compensation for furnishing and applying asphaltic paint binder shall be considered as included in the contract price paid per ton of asphalt concrete Type "B". Full compensation for excavating and compacting the pavement subgrade shall be considered as included in the contract price paid per ton of asphalt concrete Type "B" and no additional compensation will be allowed therefore. Pg. 2 of 3 (d) SAW AofHALT CONCRETE PAVEMENT. Where _¢w asphalt concrete is to conform to existing asphalt concrete, the existing asphalt concrete shall be saw cut to a neat line. The depth of cut shall be sufficient so that damage to adjacent asphalt concrete, which is to remain in place, will not occur during excavation operations. The Contractor shall conduct his operations so as not to damage the integrity of the edge of the saw cut pavement. Any damage to the saw cut edge will be corrected by the Contractor by additional cutting prior to the start of paving operations. Full compensation for conforming to the requirements of this article shall be considered as included in the contract price paid per ton for asphalt asphalt concrete pavement and no additional allowance will be made therefore. (e) TYPE B CURB & GUTTER. Portland cement concrete curb & gutter, Type B, shall conform to the provisions in Section 73, "Concrete Curbs and Sidewalk," of the Standard Specifications and these special provisions. Type B curb and gutter shall be constructed in accordance with City of Bakersfield Standards S-1 and S-36. Quantities of curb and gutter, Type B for payment will be the actual length in feet constructed, as determined from field measurement taken along the face of the curb. Pg. 3 of 3 24" Volume = 006.~79 cubic yord per lineo/ f~ot CURB AND GUTTER TYPE Volume. 005903 cubl~ )~rd per CURB AND GUTTER TYPE Vo~me=004~/ cu~ yor~ per /in~l f~o! CURB AND GUTTER TYPE "C" ROLL-TOP 24" ~'~l.~ll~ ~:l"l GUTTER CURB AND GUTTER ~-'~ TYPES ;~, ~ C' -, PATCH IN CONCRETE SURFACE ---"t* Sony Cu; MORE THAN 3" IN THICKNESS PATCH IN ASPHALT CONCRETE SURFACE LESS THAN ~' IN THICKNESS PATCH IN ROAD MIXED SURFACE $ TANDAF~D e-,~o-e,~ PAVEMENT PATCHES CITY OF BAKERSFIELD CALIFORNIA $-6 RESIDENTIAL, LOCAL AND COLLECTOR STREETS PRIMARY, SECONDARY AND COMMERCIAL STREETS $TR~mE'T $PE'C/FIC~T/ON$: Cornpocft~g Ort~v~g/ Groun~ T~ or/gt;~o/ ground j ................... 90 -/00 No, 4. .................. $5-55 No. 3~ ............. I0 - $0 No. ~OO ................ $-9 S T,~ ND,~ R D STREET SPECIFICATIONS CITY OF BAKERSFIELD CALIFORNIA S-25