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1-7-9 ACCEPTANCE OF PREMISES SHELL RETAIL I I
<br />1-7-9—o. Contractor, Fabricator accepts the premises in "as is"
<br />condition, and Company makes no warranties, express or
<br />implied, as to the condition of the premises including, but
<br />not limited to, fittness for any particular purpose.
<br />II CLEARING SITE
<br />II -1 Entire lot will be. cleared by General Contractor of all
<br />vegetation down to depth extending below roots of such
<br />vegetation. All trees, except those shown on plans to remain, will
<br />be removed from premises, including stumps and roots. No
<br />organic matter will be allowed to remain on any portion of the
<br />property on which fill material or paving is to be placed.
<br />II -2 General Contractor will remove or relocate all buildings,
<br />including foundations, and obstructions to a grade necessary
<br />for proper installation of all work under this contract. This
<br />will include all items, whether indicated on the drawings or
<br />not, that would be required for proper installation of the
<br />work, supplied both by General Contractor and Fabricator.
<br />In case of rebuild of existing station, see addenda.
<br />III -3—e. Material to be excavated is assumed to be earth and other
<br />materials that con be removed with a power shovel. If rock
<br />is encountered, the contractor will immediately notify the
<br />Owner's Representative and will not proceed until volume of
<br />work excavation is measured. Rock is defined as any stone or
<br />boulders that cannot be removed by a power shovel, 1/2 cu. yd.
<br />bucket capacity, or without use of drilling and explosives.
<br />III -3—f. Placing of standard footings and foundations on earth fill
<br />will not be permitted. Fill excess cuts under footings and
<br />foundations with concrete and fill any excess cut under slabs
<br />with tamped gravel. Protect bottom of excavation from frost.
<br />Footings or slobs will not be placed on frozen ground.
<br />III -3—g. All excavation areas shall be properly barricaded and
<br />marked (as required) to insure the safety of the public and
<br />employees. No excavation shall be left open without identi
<br />ficalion and barricades overnight,
<br />III -4 FILLING AND GRADING
<br />(By General Contractor)
<br />III -4—a. Place fill to bring entire lot to grades shown on plans.
<br />Contractor will remove from lot any surplus material and will
<br />be responsible for obtaining and placing any borrowed material
<br />required. All fill will be free of organic material and large
<br />stones. Fill will be placed in 6" maximum layer with moisture
<br />added when required and compacted with sheep's—foot or wobble
<br />wheel roller, No compacting of material by looded trucks will
<br />be accepted. All fill will be compacted to 957 compaction
<br />according to Standard Proctor Compaction Test, ASTM 698-58T,
<br />with Contractor assuming all costs involved in independent
<br />laboratory tests,
<br />III -3—a. Remove completely all existing walls, floors, footings,
<br />piers, slobs and other obstructions within the ground area to
<br />be occupied by new buildings, tanks, lines or equipment and for
<br />a distance of 6—feet beyond perimeter of new buildings or
<br />walls. In areas to be surfaced or planted, remove all existing
<br />walls, curbs, paving and other obstructions to depth of 24"
<br />below finished grade.
<br />III -3—b. Existing wells, cisterns or catch basins not to be reused,
<br />that are within 6—feet of the new building wells, will be
<br />cleaned out to solid sub—grade with sand to underside of new
<br />footing or floor slob. Existing basement floors, cisterns or
<br />cess—pools, outside of building area, if of masonry or concrete
<br />and to be left in place, will be cleaned of all debris and
<br />bottoms broken up to provide drainage before any fill is placed
<br />over them.
<br />III -3—c. Excavate for footings to elevations and dimensions
<br />indicated, or below frost line or extend to depth required by
<br />local building code, whichever is greater. Excavation for
<br />footings will be cut to indicated sizes and concrete poured in
<br />clean --cut trenches without cave—ins. Side forms shall be used
<br />only with specific approval.
<br />III -3—d. If suitable bearings for foundations are not encountered
<br />at the depth indicated on drawings, the contractor will
<br />immediately notify the Owner's Representative and will not
<br />proceed until measurements are made to establish additional
<br />volume of excavation.
<br />IV— 1 GENERAL
<br />General Contractor will furnish, thoroughly mix, place and
<br />finish all plain and reinforced concrete work for footings,
<br />foundation walls, piers, floors, driveways, pump islands, yard
<br />slabs, walks, curbings, retaining walls, etc., required to
<br />complete the service station facilities, to dimensions as
<br />shown on the drowings. Contractor will set accurately and be
<br />responsible for all bolts, sleeves, etc., and will cooperate
<br />with all other trades.
<br />IV -2 All concrete will be 3000—psi ® 28—days ready—mix. No concrete
<br />will be emptied from mix truck after 1-1/2 hours have lapsed
<br />since the time water was added of the plant. No re—tempering
<br />of concrete will be allowed. Concrete will have maximum slump
<br />of 4". Concrete will not be placed at temperotures below 40xF
<br />unless otherwise directed by Owner's representative and pro
<br />tecled with necessary admix.
<br />IV -3 Where expansion joints ore indicated they will be "Flexcell" or
<br />equal precast asphaltum joints. Joints will be provided at a
<br />minimum of each 400—sq. fl. of concrete slabs and for each 20
<br />to 30—feet of curbing. All expansion joints in yard poving
<br />will be 1/2" low and filled with hot tor.
<br />IV -4 Reinforcing steel will be 6" x 6" x #10 welded wire mesh or
<br />deformed rods free of rust and scale or as shown on drowing.
<br />Additional 3/8" 0 rods O 8"—O.C. each way will be Placed 1-1/24
<br />above the bottom of concrete when slabs occur over large filled
<br />excavations such as tanks, lifts and cellars.
<br />IV -5 Other floor areas, pump islands, curbing, equipment bases,
<br />etc., will be natural cement color, steel trowelled to a dense
<br />and true finish. After removal of forms, vertical surfaces
<br />will be grouted and steel trowelled or otherwise treated to
<br />present smooth dense finish. New sidewalks, pump islands mats,
<br />apron, and driveway entrances will be steel trowelled and light
<br />broom finish perpendicular to flow of traffic. Curb cuts will
<br />be installed as shown on drawings and constructed as required
<br />by local regulations.
<br />IV -6 Immediately after yard concrete areas hove sufficiently
<br />hardened to prevent marring --curing and sealing compound "Roller Coat
<br />Hardplate A—B", by Guardian Laboratories, Inc., or Sonoborn Series
<br />800 or equal shall be applied by spray, brush, or roller in
<br />accordance with manufacturer's instructions at a rate
<br />not to exceed 450 sq. fl./gal.
<br />All yard concrete shall be cured for at least three days at on
<br />air temperature surrounding the concrete of not less than 70xF,
<br />five days at 50xF, or twelve days at not less than 40xF.
<br />During the curing period, concrete shall be protected from
<br />damage by equipment, materials, and traffic.
<br />As soon as concrete floors within the building cannot be dented
<br />with fingernail, cover with either one layer of Sisolkraft"
<br />paper lapped at least four inches or 20 mil polyethylene. This
<br />protection will be properly maintained until oil work is
<br />completed.
<br />IV -7 Contractor will furnish all metal forms where indicated on
<br />drawings.
<br />IV -8 Cement dusting, to dry up standing water on new concrete, NOT
<br />ALLOWED.
<br />IV -9 Protective clothing (i.e., long pants, boots) shall be worn by
<br />employees involved with the job of new concrete placement and
<br />finish. Contractors' employees shall have eye protection when
<br />ever concrete jackhommering, sowing, or breaking is performed.
<br />V MASONRY WORK
<br />(Where Applicable)
<br />V-1 GENERA
<br />When required General Contractor will erect all masonry retain
<br />ing walls and other specified items to size, height, and thick
<br />ness shown on the drawings with workmanship conforming to the
<br />best standards of the trade. All blocks must be Underwriters
<br />Laboratories, Inc. approved and with "fine" surface texture.
<br />Broken or defective units will not be accepted. Samples of
<br />concrete blocks and/or face brick will be submitted to Owner's
<br />Representative for approval before start of work.
<br />Refer to addenda for veneer brick or split rock specifications.
<br />Remove all dirt, mortar spots, stains, etc., from masonry and
<br />leave in first class condition. All walls will be protected of
<br />end of day's work by placing waterproof paper over lop of wall.
<br />V-2 MORTAR AND JOINTS
<br />Mortar for concrete block will be one port Portland Cement with
<br />not more than 257 by volume of hydrated or putty lime, to three
<br />parts clean' sharp sand. All materials for mortars will be
<br />measured by volume.
<br />White mortar made with Medusa, cement is required when white
<br />brick is specified.
<br />Both horizontal and vertical joints of face bricks will be
<br />fully bedded with mortar approximately 3/8" wide and will be
<br />raked 1/4" deep; all other block joints are to be tooled
<br />concave, before mortar sets.
<br />V-3 REINFORCING
<br />"Dur—O—Wall" or equal will be installed in all masonry walls
<br />above and below grade every third course.
<br />V-4 WALL TIES
<br />Provide galvanized heavy duty wall ties on 1'-4" centers verti
<br />colly and on 2'-0" centers horizontally on all walls receiving
<br />veneer brick or split stone.
<br />VI STRUCTURAL STEEL & SHEET METAL WORK BY FABRICATOR
<br />VI -1 GENERAL
<br />The General Contractor is directly responsible to have the site
<br />clear and base paving material in place, compacted and graded
<br />prior to fabricator delivering and placing buildings and
<br />canopies.
<br />Steel fabricator shall not work on site until the area is safe
<br />for both his labor and equipment. Shell Engineer is to insure
<br />the yard and concrete conditions ore acceptable for safe work.
<br />All underground piping and electrical trenches should be
<br />backfilled to grade and all loose rubbish removed from
<br />construction area.
<br />3011 W KNJ'AMIN HOLT DKIVE &fNTER5TA"FE- 5
<br />5TOCKTON. C/\LIFORNIA
<br />III -4—b. Grades not otherwise indicated on plans will be uniform
<br />levels or slopes between points of given elevations. Abrupt
<br />II EXCAVATION. BACFILL AND GRA
<br />GRADING
<br />changes in slopes will be rounded.
<br />(BY GENERAL CONTRACTOR)
<br />III -5 SODDING
<br />III—I GENERA
<br />(By General Contractor)
<br />(o) After top soil is placed, the entire area shown on plans to
<br />Include all excavating, grading, and backfilling necessary to
<br />be grossed or planted shall be sodded or seeded as specified
<br />complete the work shown on drawings and specified herein.
<br />on General Layout. If seeded, State Highway specifications for
<br />Further, this area of work will be carried out to the minumum
<br />filled slopes shall apply. Sod shall be a solid cover of
<br />code standards listed by the latest edition of the Uniform
<br />living gross. Sod shall be cut approximately 1-1/2—inches
<br />Building Code, section titled Excavation, and Grading and
<br />thick and be free of weeds and stones. Just prior to placing
<br />including the latest OSHA requirements refering specifically to
<br />sod or seed, commercial fertilizer of 6/12/12 grade shall be
<br />excavation work titled Construction Standard for Excavations, 29
<br />uniformly spread over the top soil. Apply fertilizer at the
<br />CFR 1926, Subpart P.
<br />rate of 50—lbs. per 1000—sq. ft.
<br />III -2 TOP SOIL
<br />(b) Sod shall be placed smoothly, edge to edge, with staggered
<br />joints and then tamped or, rolled to eliminate air pockets. On
<br />General Contractor will remove any top soil from lot and
<br />slopes of 2 to 1 and greater, sod shall be fastened in place
<br />properly store for future placement in grossed and planted
<br />with wood pegs, or other approved method. Sod shall be
<br />areas. Stripped top soil will be free of cloy, large stones
<br />thoroughly watered immediately after placement and additional
<br />and debris,
<br />watering shall be made doily for ten days. Water thereafter as
<br />necessary. Sod (hot is damaged by storage or placing will be
<br />As soon as possible after curbs have been placed and areas to
<br />rejected and must be replaced by General Contractor.
<br />be grossed are established, the top soil previously removed or
<br />borrowed soil will be used to fill these areas to a minimum
<br />depth of 4". The existing sub—base will be scarified to a
<br />IV CONCRETE WORK BY (GENERAL CONTRACTOR)
<br />depth of 6".
<br />(Refer to addenda for alternate floating slab requirement)
<br />(Refer to Fabricators drawings for dimensions & pro er placement of
<br />III -3 EXCAVATING
<br />anchor bolts or grout pockets
<br />III -3—a. Remove completely all existing walls, floors, footings,
<br />piers, slobs and other obstructions within the ground area to
<br />be occupied by new buildings, tanks, lines or equipment and for
<br />a distance of 6—feet beyond perimeter of new buildings or
<br />walls. In areas to be surfaced or planted, remove all existing
<br />walls, curbs, paving and other obstructions to depth of 24"
<br />below finished grade.
<br />III -3—b. Existing wells, cisterns or catch basins not to be reused,
<br />that are within 6—feet of the new building wells, will be
<br />cleaned out to solid sub—grade with sand to underside of new
<br />footing or floor slob. Existing basement floors, cisterns or
<br />cess—pools, outside of building area, if of masonry or concrete
<br />and to be left in place, will be cleaned of all debris and
<br />bottoms broken up to provide drainage before any fill is placed
<br />over them.
<br />III -3—c. Excavate for footings to elevations and dimensions
<br />indicated, or below frost line or extend to depth required by
<br />local building code, whichever is greater. Excavation for
<br />footings will be cut to indicated sizes and concrete poured in
<br />clean --cut trenches without cave—ins. Side forms shall be used
<br />only with specific approval.
<br />III -3—d. If suitable bearings for foundations are not encountered
<br />at the depth indicated on drawings, the contractor will
<br />immediately notify the Owner's Representative and will not
<br />proceed until measurements are made to establish additional
<br />volume of excavation.
<br />IV— 1 GENERAL
<br />General Contractor will furnish, thoroughly mix, place and
<br />finish all plain and reinforced concrete work for footings,
<br />foundation walls, piers, floors, driveways, pump islands, yard
<br />slabs, walks, curbings, retaining walls, etc., required to
<br />complete the service station facilities, to dimensions as
<br />shown on the drowings. Contractor will set accurately and be
<br />responsible for all bolts, sleeves, etc., and will cooperate
<br />with all other trades.
<br />IV -2 All concrete will be 3000—psi ® 28—days ready—mix. No concrete
<br />will be emptied from mix truck after 1-1/2 hours have lapsed
<br />since the time water was added of the plant. No re—tempering
<br />of concrete will be allowed. Concrete will have maximum slump
<br />of 4". Concrete will not be placed at temperotures below 40xF
<br />unless otherwise directed by Owner's representative and pro
<br />tecled with necessary admix.
<br />IV -3 Where expansion joints ore indicated they will be "Flexcell" or
<br />equal precast asphaltum joints. Joints will be provided at a
<br />minimum of each 400—sq. fl. of concrete slabs and for each 20
<br />to 30—feet of curbing. All expansion joints in yard poving
<br />will be 1/2" low and filled with hot tor.
<br />IV -4 Reinforcing steel will be 6" x 6" x #10 welded wire mesh or
<br />deformed rods free of rust and scale or as shown on drowing.
<br />Additional 3/8" 0 rods O 8"—O.C. each way will be Placed 1-1/24
<br />above the bottom of concrete when slabs occur over large filled
<br />excavations such as tanks, lifts and cellars.
<br />IV -5 Other floor areas, pump islands, curbing, equipment bases,
<br />etc., will be natural cement color, steel trowelled to a dense
<br />and true finish. After removal of forms, vertical surfaces
<br />will be grouted and steel trowelled or otherwise treated to
<br />present smooth dense finish. New sidewalks, pump islands mats,
<br />apron, and driveway entrances will be steel trowelled and light
<br />broom finish perpendicular to flow of traffic. Curb cuts will
<br />be installed as shown on drawings and constructed as required
<br />by local regulations.
<br />IV -6 Immediately after yard concrete areas hove sufficiently
<br />hardened to prevent marring --curing and sealing compound "Roller Coat
<br />Hardplate A—B", by Guardian Laboratories, Inc., or Sonoborn Series
<br />800 or equal shall be applied by spray, brush, or roller in
<br />accordance with manufacturer's instructions at a rate
<br />not to exceed 450 sq. fl./gal.
<br />All yard concrete shall be cured for at least three days at on
<br />air temperature surrounding the concrete of not less than 70xF,
<br />five days at 50xF, or twelve days at not less than 40xF.
<br />During the curing period, concrete shall be protected from
<br />damage by equipment, materials, and traffic.
<br />As soon as concrete floors within the building cannot be dented
<br />with fingernail, cover with either one layer of Sisolkraft"
<br />paper lapped at least four inches or 20 mil polyethylene. This
<br />protection will be properly maintained until oil work is
<br />completed.
<br />IV -7 Contractor will furnish all metal forms where indicated on
<br />drawings.
<br />IV -8 Cement dusting, to dry up standing water on new concrete, NOT
<br />ALLOWED.
<br />IV -9 Protective clothing (i.e., long pants, boots) shall be worn by
<br />employees involved with the job of new concrete placement and
<br />finish. Contractors' employees shall have eye protection when
<br />ever concrete jackhommering, sowing, or breaking is performed.
<br />V MASONRY WORK
<br />(Where Applicable)
<br />V-1 GENERA
<br />When required General Contractor will erect all masonry retain
<br />ing walls and other specified items to size, height, and thick
<br />ness shown on the drawings with workmanship conforming to the
<br />best standards of the trade. All blocks must be Underwriters
<br />Laboratories, Inc. approved and with "fine" surface texture.
<br />Broken or defective units will not be accepted. Samples of
<br />concrete blocks and/or face brick will be submitted to Owner's
<br />Representative for approval before start of work.
<br />Refer to addenda for veneer brick or split rock specifications.
<br />Remove all dirt, mortar spots, stains, etc., from masonry and
<br />leave in first class condition. All walls will be protected of
<br />end of day's work by placing waterproof paper over lop of wall.
<br />V-2 MORTAR AND JOINTS
<br />Mortar for concrete block will be one port Portland Cement with
<br />not more than 257 by volume of hydrated or putty lime, to three
<br />parts clean' sharp sand. All materials for mortars will be
<br />measured by volume.
<br />White mortar made with Medusa, cement is required when white
<br />brick is specified.
<br />Both horizontal and vertical joints of face bricks will be
<br />fully bedded with mortar approximately 3/8" wide and will be
<br />raked 1/4" deep; all other block joints are to be tooled
<br />concave, before mortar sets.
<br />V-3 REINFORCING
<br />"Dur—O—Wall" or equal will be installed in all masonry walls
<br />above and below grade every third course.
<br />V-4 WALL TIES
<br />Provide galvanized heavy duty wall ties on 1'-4" centers verti
<br />colly and on 2'-0" centers horizontally on all walls receiving
<br />veneer brick or split stone.
<br />VI STRUCTURAL STEEL & SHEET METAL WORK BY FABRICATOR
<br />VI -1 GENERAL
<br />The General Contractor is directly responsible to have the site
<br />clear and base paving material in place, compacted and graded
<br />prior to fabricator delivering and placing buildings and
<br />canopies.
<br />Steel fabricator shall not work on site until the area is safe
<br />for both his labor and equipment. Shell Engineer is to insure
<br />the yard and concrete conditions ore acceptable for safe work.
<br />All underground piping and electrical trenches should be
<br />backfilled to grade and all loose rubbish removed from
<br />construction area.
<br />3011 W KNJ'AMIN HOLT DKIVE &fNTER5TA"FE- 5
<br />5TOCKTON. C/\LIFORNIA
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