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XVI
<br />FINISHED GRADING AND LANDSCAPING
<br />XVIII CLEAN UP AND FINAL PAYMENT
<br />(By General Contractor)
<br />(By General Contractor)
<br />Upon completion, all unpaved and disturbed areas are to be
<br />finish graded; sodded and/or seeded; and landscaped
<br />Crushed aggregate base course will be spread on the prepared
<br />Upon completion of this job, General Contractor and Fabricator
<br />as shown on
<br />Plot Pion, Grade Plan or Landscaping Plan. Refer to Addenda to
<br />subgrade to such depth that when thoroughly compacted it will
<br />will immediately remove from the site all debris, rubbish,
<br />Speciliotions to determine whether landscaping is included in
<br />conform to the grades and dimensions shown on the plans. When
<br />construction equip ment, etc., which was a direct result of the
<br />this contract, All landscaping will be performed in accordance
<br />the required compacted thickness is 6'. it may be spread in
<br />General Contractor or the Fabricator's work, and leave the
<br />with Shell's Landscaping Guide. Areas to be seeded, sodded or
<br />one course. Where the required thickness is more than 6", the
<br />premises in a condition satisfactory to the Owner's
<br />landscaped are to be graded as indicated in Section-IV of these
<br />base will be constructed in two or more courses, the maximum
<br />Representative.
<br />specifications.
<br />thickness of any one course will not exceed 6". The material
<br />will be spread by bloding with a heavy blade . grader. In areas
<br />XVIII-1 WINDOWS & STOREFRONT
<br />XVI-1
<br />SEEDING
<br />inaccessible to the grader, hand spreading' or other means
<br />(By Genernl Contractor or Fabricator)
<br />acceptable to owner's representative will be . employed.
<br />Areas to be seeded will be shaped, seeded, rolled, fertilized,
<br />Clean and wash oil windows,
<br />covered with straw and watered. The applicable Slate Highway
<br />Each base course will be watered to approximate optimum mois
<br />XVIII-2 FLOORS
<br />specifications for filled slopes will apply. Just prior to
<br />lure content, bladed to proper cross section and thoroughly
<br />B General Contractor Fabricator
<br />(Y )
<br />placing seed, commercial fertilizer of 6/12/12 grade will be
<br />rolled. The finished base will be within 1/2" of grade, will
<br />or
<br />uniformly spread over the top soil at the rote of 50 pounds per
<br />be firm and unyielding, and will sustain a moving, loaded truck
<br />Thoroughly clean all floors and seal all concrete floors in
<br />1,000 square feet. Water as required for a minimum period of
<br />without showing wheel marks of more then 1/4" or movement of
<br />accordance with these specifications.
<br />three weeks to insure seed germination and establish growth.
<br />aggregate particles. The relative density of each course,
<br />after compaction, will be not less than 90-percent using the
<br />XVIII-3 _EQVjPMENT
<br />XVI-2
<br />SODDING
<br />ASTM-01557 Method C or D procedure.
<br />All equipment installed by the Contractor or his subcontractors
<br />Sod will be a solid cover of living grass. Sod to be cut
<br />XVII-5 ASPHALT CONCRETE MATERIALS
<br />will be tested and left in satisfactory working order. Equip
<br />approximately 1-1/2-inches thick and be free of weeds and
<br />ment installed by Fabricator will be tested by Fabricator per
<br />stones, Just prior to placing sod over the topsoil at the
<br />The asphalt base and surface courses will be in accordance with
<br />State Product Approval, local building and health code
<br />rote of 50-pounds per 1000 square feet, Sod will be placed
<br />the standard specifications of the Stale Highway Department of
<br />requirements,
<br />smoothly, edge to edge, with staggered joints and then tamped
<br />the State in which the work is to be performed. The Stale
<br />or rolled to eliminate air pockets. On slopes of 2 to 1 or o
<br />specifications to use will be the ones that most nearly meet
<br />XVIII-4 CORNER MARKERS
<br />greater, sod will be fastened in place with wood pegs, or other
<br />type Ille for base end type Vo for wearing" course as specified
<br />approved method. Sod will be thoroughly watered immediately
<br />by the Asphalt Institute in the current issue of their
<br />The General Contractor must preserve all property corner
<br />otter placement and additional waterings made doily for a
<br />"Construction Specifications For Asphalt Concrete and Other
<br />markers and upon completion of work, he will have set at each
<br />minimum of ten days. Sod that is damaged by storage or plot
<br />Plant-Mix Types'.
<br />corner either a pre-cost or cost in place concrete monument
<br />ing will be rejected and immediately replaced by General
<br />with o permanently set bronze disc.
<br />Contractor.
<br />Asphalt concrete will be produced by a commercial asphalt
<br />paving plant. Mineral aggregate and asphalt concrete produc
<br />XVII-5 AS INSTALLED DRAWING
<br />XVII
<br />PAVIN
<br />tion will conform to the local prevailing State Highway
<br />(By General Contractor)
<br />Standard Specifications.
<br />Upon completion of the work, the General Contractor will submit
<br />to the Owner's Representative a marked copy of the General
<br />XVII-1
<br />GENERA
<br />Paving asphalt will be on 60-70 or 85-100 penetration if 60-70
<br />Layout, showing thereon the exact location of all underground
<br />is not available. Mixtures will be delivered to the site at
<br />piping, conduit and utilities. Fabricator will submit to the
<br />This section consists of the preparation of subgrade, base
<br />a temperature of not less than 270x or more than 310xF. 'No
<br />Owner's Representative a marked copy of all Slate Approved
<br />course and wearing surface for the facility's driveways,
<br />asphalt concrete will be constructed except when the base on
<br />Permit drawings as delivered and installed at Shell futility,
<br />approaches and parking areas as shown on plot pian and or grade
<br />which the asphalt concrete is to be placed meets the quality
<br />plan, Refer to Addenda to these specifications, plot plan
<br />and compaction requirements described under Subgrode or
<br />XVIII-6 FINAL INVOICE
<br />and/or grade pion to determine if paving is to be asphaltic
<br />Aggregate Base herein,
<br />concrete or deep strength asphalt. An asphaltic concrete
<br />The final invoice of the Contract will be accompanied by the
<br />pavement will consist of subgrade, aggregate base course, and
<br />XVII-6 PLACIN
<br />following:
<br />a two course bituminous concrete pavement having a total depth
<br />after final compression of 2-1/2" (1-1/2" base and 1" surface).
<br />Asphalt concrete will be placed by the use of a self propelled
<br />XVIII-6-o. Certificate of Occupancy
<br />A deep strength asphalt pavement (also known as full depth
<br />asphalt paving machine, except where the inaccessibility of the
<br />XVIII-6-b. Electrical Certificate to operate Shell facility
<br />asphalt concrete) will consist of Subgrode, 4" (minimum)
<br />work precludes their use. On such work, the asphalt concrete
<br />XVIII-6-c. As installed drawing as heretofore mentioned in Item "F"
<br />compacted hot mix bituminous base course, and 2" compacted hot
<br />may be spread by means of a spreader box or by hand methods.
<br />above
<br />mix bituminous wearing course, I
<br />XVIII-6-d Heating and Air-Conditioning Guarantee, checklist and
<br />l efore any asphalt concrete is laid, a "tack coot" of asphalt
<br />operating instructions (by onsite installation/stort-up
<br />Paving contractor will work to established grades shown on plot
<br />will be applied to the vertical faces of all curbs, gutters,
<br />contractor)
<br />and/or grade pian working from Bench Mark shown on survey.
<br />and structures below the surface of the pavement.
<br />XVIII-6-e. List of Subcontractors, current addresses with telephone
<br />Finished elevation grade stakes and any other surveying neces
<br />numbers, warrantees and work performed.
<br />sory for the layout of the work is the responsibility of this
<br />The asphalt concrete may be placed in courses or in thick
<br />contractor.
<br />lifts. If the paving is done with paving machines or spreader
<br />XIX PAINTING
<br />boxes, the mix may be placed in compacted lifts or not more
<br />The paving contractor will make every effort to protect exist.
<br />than 4-inches. Areas of asphalt concrete inaccessible to
<br />Refer to Shell Pointers Guide for pointing specification.
<br />ing installations. Any such installations which ore shown on
<br />compaction by power rollers or abutting Portland cement
<br />the plan or whose location could be reasonably inferred, and
<br />concrete pavement will be compacted by the use of vibrating
<br />which become damaged or broken by the paving contractor's
<br />compactors or other mechanical means approved by the owner's
<br />operations will be repaired or replaced by him. Core will be
<br />representative.
<br />taken at all tunes to protect curbs, buildings, and other
<br />objects from being stained or spattered with asphalt. Any such
<br />XVII-7 COMPACTING
<br />stains resulting from the asphalt paving work will be removed
<br />to the satisfaction of the purchaser's representative.
<br />Compaction equipment used will be in accordance with the
<br />following course thickness:
<br />XVII-2
<br />5t U.GRRA E
<br />1" or thinner, minimum 5-ton roller
<br />The subgrade will be prepared and maintained in accordance with
<br />1" to 2" thickness, minimum 8-ton roller
<br />Section-IV of these specificotions. If any portion of the sub
<br />2" to 3" thickness, minimum 10-ton roller
<br />grade has been damaged during construction it will be replaced
<br />3" to 4" thickness, minimum 12-ton roller
<br />to the owner's satisfaction prior to placing the base course.
<br />it is the responsibility of the General Contractor to secure
<br />For pneumatic rollers used for initial (breakdown) or secondory
<br />the proper inspection and written approval of the Owner's
<br />rolling, 12 to 15 tons, with tires capable of 90-psi inflation
<br />representative prior to proceeding with pavement of the finish
<br />pressure.
<br />drive surface.
<br />The number of rollers on the project will be,sufficient to
<br />9011 W. t ENSAMIN HOLT' pRNE PA LNiEKGVWE 5
<br />XVII-3
<br />AQ_ GREQATE BASE
<br />accomplish satisfactory compaction in an,efficient .monner.
<br />STOGKTUN, CALIF-OWNIA
<br />When an asphaltic concrete pavement is tolled for in the
<br />Initial rolling will commence longitudinally at the lower
<br />Uwa
<br />Addenda to Specifications, Plot Plan and/or Grade Plan, the
<br />elevations such as flow lines, and proceed, parallel to suchaggregate
<br />base course specifications for the Slate in which the
<br />lines, toward the higher elevations. Rollers will not cross
<br />au[ h[visitr !r rMvi
<br />work is to be done, that most nearly fits the following wilt be
<br />flow lines at any ongle other than 90-degrees thereto. Initial
<br />used.
<br />rolling will be started as soon as possible after the material
<br />SHELL OIL COMPANY
<br />hos been spread without causing excessive checking and will
<br />XVII-4
<br />consist of at least two full coverages with the drive wheel.
<br />HOUSTON, TEXAS
<br />TOTAL PERCENT
<br />-----SIEVE-SIZE---- PASSING-BY-WEIGHT
<br />Finish rolling .will be started after the pgvement has cooled
<br />sufficiently to permit removal of the roller marks and will be
<br />GENERAL SPECIFICATIONS
<br />1-1/2" (38.1 mm) 100
<br />continued in whutever direction is required to produce o dense,
<br />I" (25,4mm) 80 - 100
<br />thoroughly compacted pavement, free of roller marks and show
<br />RETAIL FACILITIES
<br />3/4� (19.Omm) 70 - 90
<br />ing no significant movement under the wheels of the roller.
<br />3/8 (9.51mm) 55 - 75
<br />Adjacent to the edge of oil flush concrete curbs. slabs,
<br />SHEET �� 8
<br />No. 4 45 - 6'2
<br />gutters, drives, etc., the finished swface will be leftNo,
<br />8 2.38mm35 - 50
<br />uniformly high so as to be 1/4" above concrete after
<br />No. 30 0.595 11 19 - 30
<br />completion.
<br />SCALE arD/APVD
<br />14.76mm�
<br />No. 50 0.297mm 13 - 23
<br />DATE NMVED
<br />1LikEXE08rI
<br />No. 100 0.149mm 7 - 15
<br />1 - 8
<br />Cvx n ON
<br />1DR - 90098
<br />No. 200 0.074mm
<br />I
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