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HomeMy WebLinkAbout5132-4I . GENERAL SUMMERS/MURPHY .� PARTNERS, INC IV. CONCRETE G. Clean-up 2. Douglas Fir, Redwood, Western Red Cedar or as shown on the drawings. LANDSCAPE ARCHITECTS Scope of work -Provide all labor, materials, tools, equipment, transportation and necessary incidentals 1. Upon completion of work, remove all forms, debris, material and tools from site. g 34197 COAST HIGHWAY, SUITE 200 A. Contractual mance of t 3. Posts, Plates and other at -grade connections to be Redwood, Western Red Cedar or pressure DANA POINT, CALIFORNIA 92629 Relationship for the completion of all concrete flatwork as shown on the drawings including but not limited to the (949) 443.1446 FAX (949) 443-1631 In the performance of this contract, Contractor shall hold Landscape Architect and Owner harmless from following: treated Douglas Fir as shown on the drawings. any and all liability, costs and charges arising out of, or in connection with, contractors, employees, or it's V. BLOCK MASONRY agent's negligence, omissions, errors. A. Materials 4. Hardware -column bases -'Simpson Strong Tie' or equal. Post caps and strap ties -'Simpson Scope of Work -Provide all labor, materials, tools, equipment, transportation and necessary incidentals for the completion masonry g g Strong Tie or equal. Joist hangers and heavy angles - 'Simpson Strong Tie' or equal. Screws, hinges, B. Errors or Conflicts 1. Cement -Standard Portland Cement, per designation C-150 of the ASTM Type 1i., ill, or V pletion of all block mason as shown on the drawings, including but not limited to the ND SCgp If any errors or conflicts are discovered in the plans or notes, they shall be interpreted so as to low alkali, single brand throughout. Refer to Soil Engineer's Report for Recommendations. following: nails, bolts, and washers. All hardware material to be galvanized. accomplish the real purpose of those plans and notes. 2. Aggregate -ASTM Specification C-33 3/4" maximum size. Decorative aggregates or pea rock as shown on drawings. Fine natural sand, well graded conforming to ASTM C-144. A. Materials 5. Stain and paint - as selected and shown on drawings. C. Additions, Deviations and Alterations 1. Slump block units meeting grade A, ASTM C-90, concrete block units Grade A, ASTM C-90. ct a, � rn 3. Water Water used shall be of potable quality. 6. Concrete - Class A minimum 2,000 PSI at 28 days. No deviations or alterations from the plans and specifications will be permitted unless authorized by the 2. Cement - Standard Portland Cement ASTM designation C-150 Type I or Il, low alkali. Signature Ir Owner or the Landscape Architect. Should deviation from plans and notes become necessary due to 4. Steel - Reinforcing steel for decks and walks to be intermediate grade deformed bars 3. Sand - Clean, well graded ASTM designation C-144. B. Rough Carpentry 7-31-14 conflicting site conditions, Owner and Landscape Architect shall approve in advance any such deviation. conforming to ASTM A-615 and/or Grade 40. Mesh ASTM A-496, size where shown on nD e e No additional work will be authorized without the express written authorization from the Owner. drawings. 1. Set all posts, beams, rails and framing plumb and true to line as shown on the drawings. 4. Water -Water used shall be of potable quality. 5. Expansion Joints - Asphalt impregnated felt. Polyfelt Ethafoam as indicated on the � Date D. Interpretation drawings. 5. Steel - Reinforced steel for wall to be Grade 40 deformed bars ASTM designation A-165. 2. Connections make all connections as shown on the drawings.Splice lumber at posts only.C q�F pR� A The Contractor shall comply with the obvious intent and meaning of these plans and specifications which 6. Control Joints -Saw cut joint 1/4 of slab thickness. Hand tooled score joints 1/4" 6. Concrete - Class A concrete minimum 2,000 PSI at.28 days. Utilize all nail and/or bolt holes for all hardware. OFF LIF shall be construed to include all labor, material, tools and equipment necessary to complete the work deep minimum where shown on the drawings. 3. Ease all top edges of exposed lumber for bench tops, low walls, etc., where surface contact These drawings and/or the specified herein in a workmanlike manner in strict accordance with plans and notes. Should any 7. Mortar - by volume, freshly prepared, uniformly mixed in ratio 1 part cement, 1/2 part lime putty, is provided. accompanying specifications 7. Cold Joints - Butt type, butt type with dowels. Screed key joint as indicated on the 4-1/4 parts sand, conforming to ASTM C-270. Omit lime putty if plastic cement is used. are the exclusive property of questions arise as to the intent and interpretation of these plans and notes, Contractor shall refer to 4. Post base -set post column base as shown on drawings, providing minimum 1" clear all Summers/Murphy & Partners, Owner and Landscape Architect whose decision thereon shall be final. drawings. 8. Grout - by volume freshly prepared, uniformly mixed 1 part cement, 3 parts sand, 2 parts pea sides from finished col base a to s avn gravel. p p paving. Inc. and their use and publi- 8. Joint Sealant -Two parts Polysulfide sealant as manufactured by Thiokol, Class AS, cation shall be restricted to the self leveling or multi -part polyurethane construction sealant by L.M. Scofield, in B. Laying of Masonry 5. Countersink nails and bolts in all locations where surface contact is provided, i.e., bench top original site for which the E. Observation and Rejection of Materials and Workmanship etc. y matching color. 1. Lay all masonry straight and true to line with vertical joints plumb over each other. Horizontal were prepared. r use, repro - All materials and workmanship furnished or performed by Contractor shall be subject to final observation joints shall be level. Headers and corner units to show finished faces where exposed. Joints C. Painting and Stain and acceptance by Owner and Landscape Architect upon completion of all contract work whether g duction or publication by any 9. Curing Material Hunts process MD7C. 'Lithochrome' color wax for color conditioned and bond pattern to be as shown on the drawings. 1. Fill all seams and cracks with Latex caulk and/or wood dough to insure an even surface. method, in whole or is previously paid for or not. At any and all times during the performance of this contract, Contractor shall concrete by L.M. Scofield, in matching color of concrete as indicated on the drawings. part, prohibited except by written make available for observation, test and approval, materials and workmanship. Failure of such observers C. Reinforcing permission 10. Color Conditioned Concrete-'Chromix' admixtures for integral colored concrete by L.M. p ion -from Summers to make observation, tests or approvals shall not prejudice the right of Landscape Architect or Owner on 1. All bars in mason shall be la 2. Sand smooth all ex Scofield Company. masonry lapped a minimum of 40 bar diameters. Dowels for walls and posed surfaces is specified as S4S. Murphy 8e Partners, Inc. final observation. Contractor shall promptly replace any and all material, workmanship and equipment which does not conform to the plans and notes. All materials used on this contract shall be new and the columns to be same size as wall reinforcing. Refer to Structural Engineer's specifications for all steel sizes and locations. 3. Prime all painted surfaces with one coat primer. best marked quality unless specified otherwise. 11. Dust -On Color - Lithochrome color hardener byt.M. Scofield Company. D. Cutting of Masonry 4. Paint with minimum two finish coats for painted surfaces. 12. Surface Retardant-'Lithotex' top surface retarder as menufactured by L.M. Scofield 1 No cuttino f h F. Samples Company, or'Sika' surface retardant or'Rugesol' as manufactured by Sika Corporation. it g masonry uns s all be allowed unless shown on the drawings. 5. Stain with minimum two finish coats for stain surfaces. When so required by the Owner or Landscape Architect, Contractor shall submit for approval samples of 9 E. Grouting of Masonry the various materials, and specify finish thereon. B. Subgrade 1. Grout all cells with vertical steel solid as shown on the drawings. D. Protection and Cleanup G. Local Codes 1. Protect all existing work from paint overspray. All construction shall conform to all local building codes and ordinances. It is Contractor's responsibility to 1. Grade all subgrades to a uniform depth and compaction. Moisten all subgrades prior to 2. Grout all cells below grade solid. 2. Upon completion of work,. remove all scrap wood, debris, materials and tools from site. verify all codes prior to commencing work, pouring of concrete. 3. Provide minimum 3/4" between steel reinforcing and blocks. O H. Utilities 2. Cut all footings in undisturbed or compacted soil. F. Weepholes VIII. Metal Work Contractor shall be responsible for verifying the location of all underground utilities, electric cables, conduits, sprinkler lines and all utility lines prior to any construction. 3. Place sand or aggregate base as shown on the drawings and as specified by a Soils Engineer. 1. Open joint weep holes at 32" O.C. maximum on bottom course of retaining walls with 1 cubic Scope of Work - Provide all labor, materials, tools, equipment, transportation and necessary incidentals p ry dentals for completion of all metal work where the drawings, foot gravel if shown on drawings or approved drainage system per Structural Engineer's shown on including but not limited to 9 9 the following: I. Removal of Debris and Clean -Up specifications. Contractor shall thoroughly clean and keep free of debris and waste material entire construction area to C. Forms G. Expansion Joints A. Materials the satisfaction of the Owner. 1. Provide vertical expansion joints in wall per local code and Structural Engineer's 1. Steel tubing in sizes shown on the drawings ASTM designation 500 and/or hand forged, cold 1. Use only finished lumber. Set all forms true to grade and position. specifications. rolled wrought iron in sizes as shown on the drawings. J. General The general conditions and any special conditions that Owner may require shall apply with the same 2. Moisten all forms prior to pouring of concrete or use approved form release agents. H. Waterproofing 2. Hardware - hinges, latches, bolts, washers, screws, etc., to be heavy duty. force and effect as though written in full herein for all construction sections. t emulsion, 2 coats. 1. Waterproof all retaining walls below grade with asphalt 3. Concrete - Class A concrete minimum 2,000 PSI at 28 days and/or 'Por -Rock' as shown D. Expansion Joints I. Cleaning on the drawings. 1. Place expansion joints in concrete at intersection of concrete and fixed structures i.e garage 1. Clean all masonry work, remove all mortar stains. 4. Paint -Zinc Chromate primer, 'Rustoleum' finish surface coats or equal 'Metalizing' or walls, base of steps, pool bond beam as indicated on the drawings. galvanizing or powder coating if shown on the drawings.2. Upon completion of work, remove all mortar droppings, debris, se. II. SITE EXCAVATION AND ROUGH GRADING materials and tools fromit B. Fabrication and Installation Scope of Work -Provide all labor, materials, tools, equipment, transportation and necessary incidentals for the 2. Place control joint in concrete not to exceed a horizontal spacing as specified by a soils 1. Contractor shall make all measurement for fabrication in field prior to starting work. VI. BRICK MASONRY completion of all clearing, stripping, excavating, backfilling, grading and related work as shown on the drawings, engineer. including but not limited to the following: 2. Horizontal bars to taper with grade or step with grade as shown on the drawings. Vertical 3. Place construction joints in concrete where casting on concrete is to be stopped and Scope of Work - Provide all labor, materials, tools, equipment, transportation and necessary incidentals bars to be plumb. A. Protection of all curbs, walks, walls, structures and other existing work which is to remain. subsequent casting is to be started. for the completion of all brick or stone masonry as shown on the drawings, including but not limited to thefollowing: C. Welding B. Clearing and stripping site of brush, debris and other foreign materials as outlined in the drawings. E. Concrete. 1. Welding to comply with the requirements of standard code for ARC and gas welding. C. Excavation for all foundations and footings to the dimension and depth shown on the drawings. 1. Class A concrete shall contain not less than 5 sacks of cement per cubic yard and be A. Materials Bottoms of excavations shall be smooth and level. All loose material shall be removed therefrom. proportioned to attain a maximum cylinder strength of 2,000 PSI in 28 days. Compressive 1. Brick or stone conforming to ASTM A-62 grade MW as shown on the drawings. D. Subgrades shall be watered and compacted to a relative compaction of 95%. strengths are to be determined in accordance with ASTM C-39. The slump shall not exceed 4". 2. Cement -Standard Portland Cement ASTM designation C-150, Type II, III, or V low alkali single brand 2. Weld to only clean, rust -free surface. All welds to be continuous and free of cracks, craters and porosity. Tack welds not. throughout. Refer to Soils Engineer's report for recommendations3. E. Subgrades under all paving shall be true to grade and cross section, hard, uniform and smooth prior to placement of base material acceptable. 2. Concrete mixing - All transit mixed concrete shall be mixed and delivered in accordance with W d S d f St requirement the reqof for ready mixed concrete ASTM C-94. 4. Grind smooth all exposed welds, match adjoining surfaces. J etc.,as outlined on the drawings. Compaction of backfill shall be in acceptance with Engineer's F. Backfilling of all excavations and trenches after placement of foundations, walls, walks, utilities, 3. Sand -Clean, well graded ASTM designation C-144. r ,� specifications. F. Concrete Finishing 5. Plug all open ends and tops, and weld. v 4. Water - Water used shall be of potable quality. CC 0 Painting. Broom Finish - Tamp fresh concrete with heavy metal grid. Screed with straight edge to remove D. G. Grading of areas indicated in the drawings including bringing existing grades to within 1/10 foot 1 1. Prime all metal work with one coat Zinc Chromate rimer.. V plus or minus. Final design grades as indicated on the drawings. all irregularities. Float to a smooth surface, steel trowel, and edge to an even hard surface. 5. Steel - Reinforced steel for walls to be Grade 40 deformed bars ASTM designation A-165. p 0 H. Stockpiling of excavation material or import top soil fill and sand shall be asoutlined on the Score as indicated on drawings. Use a new manila hemp bristle broom. Brush markings on N 2. Paint all metal work with 2 coats 'Rustoleum' in semi -gloss or flat as shown on the 0 slab in uniform fashion as ��hown on the drawings. drawings: Paint to be 4 mils minimum dry thickness each. drawings oras approved by Landscape Architect. 6. Mortar - by volume, freshly prepared, uniformly mixed in ratio 1 part cement, 1/2 part lime 0 D. Clean up and remove all debris and surplus material and remove from site. putty, 3 parts sand, conforming to ASTM C-270. Omit lime putty if plastic cement is used. 3. Prime and paint per above, all field welds. 0 2. Rock Salt Finish - Tamp fresh concrete with heavy metal grid. Screed with straight edge to O J Q M remove all irregularities. Float to a smooth surface, steel trowel and edge to an even hard E. Protection and Cleanup U 111. DRAINAGE surface. Score as indicated on drawings. Hand broadcast rock salt in even distribution 7. Grout - by volume, freshly prepared, uniformly mixed in ratio 1 part cement, 3 parts sand or 1 1. Protect all existing work from paint overspray. and tamp in. Wash off concrete with enough pressure to dissolve rock salt after concrete part cement, 3 parts sand and 2 parts pea gravel. Scope of Work - Provide all labor, materials, tools, equipment, transportation and necessary incidentals has set. B. Laying of Brick 2. Obtain Fire permit where required for on-site welding. for the completion of all drainage systems as shown on the drawings, including but not limited to the T � � 0 following: 1. Lay all masonry straight and true to line with brick vertical joints plumb over each other. 3. Upon completion of work, remove all scrap iron, debris, materials and tools from site. � O 0 3. Pea Rock Retarded Finish -Tamp fresh concrete with heavy metal grid. Screed with straight Horizontal joints shall be level. Headers and corner units to show finished faces where � edge to remove all irregularities. Float to a smooth surface, steel trowel and edge to an even exposed. Joints and bond pattern to be as shown on the drawings. Z A. Materials hard surface. Apply surface retardant to finished surface, prior to initial set per manufacturer's VIII . Landscape Lighting �.. 1. Acrylonite Butalene - Styrene (ABS) Schedule 40 drain pipe, perforated or non -perforated in recommendations, L.M. Scofield, using sprayer, providing even distribution. Reveal aggregate N O 0 diameters shown on the drawings.Scope of Work - Provide all labor, materials, tools, equipment, transportation and necessary incidentals . by using water jet and coarse fiber brush to remove retardant paste from surface, washing C. Reinforcing for completion of all landscape lighting where shown on the drawings, including but not limited to the. N V 0 2. Basins and Drains -High impact plastic Styrene drain basins, catch basins with grates, high thoroughly until surface is clean and exposure is complete and uniform. 1. All bars in masonry shall be lapped a minimum of 40 bar diameters. Dowels for walls and following: impact plastic Styrene deck drains, and/or precast concrete drain box and catch basins and columns to be same size as wall reinforcing. Refer to Structural Engineer's specifications for cast iron grate in diameters and sizes as shown on the drawings. Stainless steel or brass deck all steel sizes and locations. A. Materials drains in hardscape as shown on the drawings. 1. Lighting fixtures - Landscape up -lights, pole mounted fixtures, wall mounted fixtures, and • 4. Hand Seeded Aggregate Finish -Tamp fresh concrete with heavy metal grid. Screed with D. Cutting of Masonry low voltage lighting as shown on the drawings and fixture schedule. B. Trenching and Laying Pipe straight edge to remove all irregularities. Float to a smooth surface. Hand seed surface in 1. Use masonry saw for brick cuts unless specified otherwise. Bricks cut less than 1/2 length 1. Trenches to pitch a minimum of 1/8" per foot unless otherwise indicated on the drawings. uniform fashion over entire area keeping stone 1/2 minimum from edges and expansion shall not be used. Stone to be cut with chisel and hammer. Contractor to verify all invert elevations and trench depth prior to excavation. joints. Tamp aggregate to a uniform depth below concrete surface. E. Grouting of Masonry 2. Conduit - Schedule 40 or better per local electrical code, wire and sizes per drawing and 2. Bottom of trench shall be smooth and continuous to flow direction. A hollow shall be made to 1. Grout core walls solid as shown on the drawings. schedules and/or non-metallic direct burial sheathed cable as shown on the drawings. receive bell of pipe so the joint will not bear upon the subgrade. Adjustments to line and grade 5. Stamped Concrete - Tamp fresh concrete with heavy metal grid. Screed with straight edge to 2. Provide minimum of 2-1/2" grouts ace between double brick walls. Provide minimum 3/4" 3. Panels, breakers, meters, electrical service pedestals, time switches, photo cells and W shall be made by scraping away or filling in with backfill under the base of the pipe and not by remove all irregularities. Float to a smooth surface. Apply color hardener'Lithochrome' by between steel reinforcing and brick. related hardware as shown the drawings. wedging or blocking. L.M. Scofield by the dry shake method using a minimum of 60 pounds per 100 square feet. Apply in 2 or more shakes and float after each shake. Trowel only after final floating while H. Waterproofing 4. Concrete - Class A concrete minimum 2,000 PSI at 28 days. 3. Trench material shall be used for backfill. However, no rocks or lumps shall be used. Welded 1. Waterproof p Z p of all retaining walls below grade with asphalt emulsion, or other as specified by joints shall given least minutes setup before handling. Above the level of initial backfill, Apply color curing compound 'Lithochromeconcrete is still plastic using imprinting tools to make pattern as shown on the drawings. color wax by L.M. Scofield Company using roller Soils Engineer. B. the trench may y be backfilled with ' Lighting Fixture installationkfilled wth trench material. 1. Provide all lighting fixtures with Underwriters Laboratories labeling and where exposed O osd t or sprayer. If'Bomacron' type surface is shown on drawings, a release agent must be applied Q. prior to texturing the concrete. Color curio I. Cleaning and Sealing weather dam 4. Compaction -Compaction by tamping shall not be done in layers exceeding eight inches in p 9 g compound may be optional, as indicated on the p area' labeling. Provide all fixtures, poles, etc. with permanent level or 1. Clean all masonry work. Remove SII mortar stains. Remove alkali with solution of muriatic perpendicular support and guarantee to stay in alignment for a period of one year W loose depth with each layer thoroughly compacted between. drawings. acid and water. Apply clear sealer to exposed surfaces if shown on the drawings. minimum. Posts to be direct burial or mounted to template base, all as shown on drawings C. Clean -Up and Testing and fixture schedules. 6. Sand Finish - Tamp fresh concrete with heavy metal grid. Screed with straight edge to remove 2. Upon completion of work, remove all mortar droppings, debris, materials and tools from site. Z 1. Prior to covering of trenches, drain line and basins shall be checked to insure proper C. Underground Distribution flow and all irregularities. Float to a smooth surface; steel trowel and edge to an even hard surface. VII. CARPENTRY 1. Provide plastic conduit and conductors in utility trenches per focal code. The use of non W ca water tightness. Prior to set, lightly sponge surface to reveal small surface fines while not exposing aggregate. metallic sheathed cable rated for underground use is a Q Z g approved (if allowed by local authority �, Alternate method, after initial set, surface to be washed with a diluted solution of muriatic acid Scope of work Provide all labor, materials, tools, equipment, transportation and necessary incidentals if suitablyprotected i.e. in a trench w" d P ( with other piping with a concrete 3 cap or with buried > Z g 2. The piping systems shall be flushed and cleaned prior to connecting to existing drain line, catch and water, and brushed to reveal surface lines. Surface must be continuously wet to avoid for completion of all carpentry as shown on the drawings, including but not limited to the following: Redwood planking. basin or storm drain systems. acid burn. O M a 3. D. Distribution Panel, Pedestal M O W 1. Provide panels, breakers, electrical service pedestals as shown on the drawings cL LL Upon completion of work, remove debris, tools and surplus material from site. A. Materials 1. Wood - rough sawn, resawn, surfaced 4 sides where shown on the drawings, straight, sound, complete with time switches, photo cells and related hardware as required. Q. free from marks, pin head knots, sap pockets, slivers, and checks. Select grade or better Q a where shown on the drawings. V aN�Co 00 •• z�a� Z 0 0 p�pU. U. V o N GO D. R. HORTON TRACT 18245 - CFD LANDSCAPE PLANS DRAWN B Y: SCALE: C" CONSTRUCTION NTS DESIGNED BY: SPECIFICATIONS DATE: RH 06-16-14 CHECKED B Y: APPROVE DRAWING NO: 5132 4 �\ K110W 1IY SMP CITY ENGINEER RCE NO. 81182 DATE 13 Callywft• A CONSTRUCTION SPECIFICATIONS HEFT DESCRIPTION CONSTRUCTION SPECIFICATIONS DESIGNED SMP DRAWN SMP CHECKED SMP DATE 10/30/13 )OB NO. 616005 CAD FILE SHEEP NUMBER CS=1 OF 13 SHEETS Ct? 0 W 0 C� W U) Z Cl- uj H Z 0 CL W Z LU 0 pie a. Z Z O 1�z 9 V Z 0 Z 0 Z O Z m cL"c z z LU Q O O walls, base of steps, pool bond beam as indicated on the drawings. galvanizing or powder coating if shown on the drawings.2. Upon completion of work, remove all mortar droppings, debris, se. II. SITE EXCAVATION AND ROUGH GRADING materials and tools fromit B. Fabrication and Installation Scope of Work -Provide all labor, materials, tools, equipment, transportation and necessary incidentals for the 2. Place control joint in concrete not to exceed a horizontal spacing as specified by a soils 1. Contractor shall make all measurement for fabrication in field prior to starting work. VI. BRICK MASONRY completion of all clearing, stripping, excavating, backfilling, grading and related work as shown on the drawings, engineer. including but not limited to the following: 2. Horizontal bars to taper with grade or step with grade as shown on the drawings. Vertical 3. Place construction joints in concrete where casting on concrete is to be stopped and Scope of Work - Provide all labor, materials, tools, equipment, transportation and necessary incidentals bars to be plumb. A. Protection of all curbs, walks, walls, structures and other existing work which is to remain. subsequent casting is to be started. for the completion of all brick or stone masonry as shown on the drawings, including but not limited to thefollowing: C. Welding B. Clearing and stripping site of brush, debris and other foreign materials as outlined in the drawings. E. Concrete. 1. Welding to comply with the requirements of standard code for ARC and gas welding. C. Excavation for all foundations and footings to the dimension and depth shown on the drawings. 1. Class A concrete shall contain not less than 5 sacks of cement per cubic yard and be A. Materials Bottoms of excavations shall be smooth and level. All loose material shall be removed therefrom. proportioned to attain a maximum cylinder strength of 2,000 PSI in 28 days. Compressive 1. Brick or stone conforming to ASTM A-62 grade MW as shown on the drawings. D. Subgrades shall be watered and compacted to a relative compaction of 95%. strengths are to be determined in accordance with ASTM C-39. The slump shall not exceed 4". 2. Cement -Standard Portland Cement ASTM designation C-150, Type II, III, or V low alkali single brand 2. Weld to only clean, rust -free surface. All welds to be continuous and free of cracks, craters and porosity. Tack welds not. throughout. Refer to Soils Engineer's report for recommendations3. E. Subgrades under all paving shall be true to grade and cross section, hard, uniform and smooth prior to placement of base material acceptable. 2. Concrete mixing - All transit mixed concrete shall be mixed and delivered in accordance with W d S d f St requirement the reqof for ready mixed concrete ASTM C-94. 4. Grind smooth all exposed welds, match adjoining surfaces. J etc.,as outlined on the drawings. Compaction of backfill shall be in acceptance with Engineer's F. Backfilling of all excavations and trenches after placement of foundations, walls, walks, utilities, 3. Sand -Clean, well graded ASTM designation C-144. r ,� specifications. F. Concrete Finishing 5. Plug all open ends and tops, and weld. v 4. Water - Water used shall be of potable quality. CC 0 Painting. Broom Finish - Tamp fresh concrete with heavy metal grid. Screed with straight edge to remove D. G. Grading of areas indicated in the drawings including bringing existing grades to within 1/10 foot 1 1. Prime all metal work with one coat Zinc Chromate rimer.. V plus or minus. Final design grades as indicated on the drawings. all irregularities. Float to a smooth surface, steel trowel, and edge to an even hard surface. 5. Steel - Reinforced steel for walls to be Grade 40 deformed bars ASTM designation A-165. p 0 H. Stockpiling of excavation material or import top soil fill and sand shall be asoutlined on the Score as indicated on drawings. Use a new manila hemp bristle broom. Brush markings on N 2. Paint all metal work with 2 coats 'Rustoleum' in semi -gloss or flat as shown on the 0 slab in uniform fashion as ��hown on the drawings. drawings: Paint to be 4 mils minimum dry thickness each. drawings oras approved by Landscape Architect. 6. Mortar - by volume, freshly prepared, uniformly mixed in ratio 1 part cement, 1/2 part lime 0 D. Clean up and remove all debris and surplus material and remove from site. putty, 3 parts sand, conforming to ASTM C-270. Omit lime putty if plastic cement is used. 3. Prime and paint per above, all field welds. 0 2. Rock Salt Finish - Tamp fresh concrete with heavy metal grid. Screed with straight edge to O J Q M remove all irregularities. Float to a smooth surface, steel trowel and edge to an even hard E. Protection and Cleanup U 111. DRAINAGE surface. Score as indicated on drawings. Hand broadcast rock salt in even distribution 7. Grout - by volume, freshly prepared, uniformly mixed in ratio 1 part cement, 3 parts sand or 1 1. Protect all existing work from paint overspray. and tamp in. Wash off concrete with enough pressure to dissolve rock salt after concrete part cement, 3 parts sand and 2 parts pea gravel. Scope of Work - Provide all labor, materials, tools, equipment, transportation and necessary incidentals has set. B. Laying of Brick 2. Obtain Fire permit where required for on-site welding. for the completion of all drainage systems as shown on the drawings, including but not limited to the T � � 0 following: 1. Lay all masonry straight and true to line with brick vertical joints plumb over each other. 3. Upon completion of work, remove all scrap iron, debris, materials and tools from site. � O 0 3. Pea Rock Retarded Finish -Tamp fresh concrete with heavy metal grid. Screed with straight Horizontal joints shall be level. Headers and corner units to show finished faces where � edge to remove all irregularities. Float to a smooth surface, steel trowel and edge to an even exposed. Joints and bond pattern to be as shown on the drawings. Z A. Materials hard surface. Apply surface retardant to finished surface, prior to initial set per manufacturer's VIII . Landscape Lighting �.. 1. Acrylonite Butalene - Styrene (ABS) Schedule 40 drain pipe, perforated or non -perforated in recommendations, L.M. Scofield, using sprayer, providing even distribution. Reveal aggregate N O 0 diameters shown on the drawings.Scope of Work - Provide all labor, materials, tools, equipment, transportation and necessary incidentals . by using water jet and coarse fiber brush to remove retardant paste from surface, washing C. Reinforcing for completion of all landscape lighting where shown on the drawings, including but not limited to the. N V 0 2. Basins and Drains -High impact plastic Styrene drain basins, catch basins with grates, high thoroughly until surface is clean and exposure is complete and uniform. 1. All bars in masonry shall be lapped a minimum of 40 bar diameters. Dowels for walls and following: impact plastic Styrene deck drains, and/or precast concrete drain box and catch basins and columns to be same size as wall reinforcing. Refer to Structural Engineer's specifications for cast iron grate in diameters and sizes as shown on the drawings. Stainless steel or brass deck all steel sizes and locations. A. Materials drains in hardscape as shown on the drawings. 1. Lighting fixtures - Landscape up -lights, pole mounted fixtures, wall mounted fixtures, and • 4. Hand Seeded Aggregate Finish -Tamp fresh concrete with heavy metal grid. Screed with D. Cutting of Masonry low voltage lighting as shown on the drawings and fixture schedule. B. Trenching and Laying Pipe straight edge to remove all irregularities. Float to a smooth surface. Hand seed surface in 1. Use masonry saw for brick cuts unless specified otherwise. Bricks cut less than 1/2 length 1. Trenches to pitch a minimum of 1/8" per foot unless otherwise indicated on the drawings. uniform fashion over entire area keeping stone 1/2 minimum from edges and expansion shall not be used. Stone to be cut with chisel and hammer. Contractor to verify all invert elevations and trench depth prior to excavation. joints. Tamp aggregate to a uniform depth below concrete surface. E. Grouting of Masonry 2. Conduit - Schedule 40 or better per local electrical code, wire and sizes per drawing and 2. Bottom of trench shall be smooth and continuous to flow direction. A hollow shall be made to 1. Grout core walls solid as shown on the drawings. schedules and/or non-metallic direct burial sheathed cable as shown on the drawings. receive bell of pipe so the joint will not bear upon the subgrade. Adjustments to line and grade 5. Stamped Concrete - Tamp fresh concrete with heavy metal grid. Screed with straight edge to 2. Provide minimum of 2-1/2" grouts ace between double brick walls. Provide minimum 3/4" 3. Panels, breakers, meters, electrical service pedestals, time switches, photo cells and W shall be made by scraping away or filling in with backfill under the base of the pipe and not by remove all irregularities. Float to a smooth surface. Apply color hardener'Lithochrome' by between steel reinforcing and brick. related hardware as shown the drawings. wedging or blocking. L.M. Scofield by the dry shake method using a minimum of 60 pounds per 100 square feet. Apply in 2 or more shakes and float after each shake. Trowel only after final floating while H. Waterproofing 4. Concrete - Class A concrete minimum 2,000 PSI at 28 days. 3. Trench material shall be used for backfill. However, no rocks or lumps shall be used. Welded 1. Waterproof p Z p of all retaining walls below grade with asphalt emulsion, or other as specified by joints shall given least minutes setup before handling. Above the level of initial backfill, Apply color curing compound 'Lithochromeconcrete is still plastic using imprinting tools to make pattern as shown on the drawings. color wax by L.M. Scofield Company using roller Soils Engineer. B. the trench may y be backfilled with ' Lighting Fixture installationkfilled wth trench material. 1. Provide all lighting fixtures with Underwriters Laboratories labeling and where exposed O osd t or sprayer. If'Bomacron' type surface is shown on drawings, a release agent must be applied Q. prior to texturing the concrete. Color curio I. Cleaning and Sealing weather dam 4. Compaction -Compaction by tamping shall not be done in layers exceeding eight inches in p 9 g compound may be optional, as indicated on the p area' labeling. Provide all fixtures, poles, etc. with permanent level or 1. Clean all masonry work. Remove SII mortar stains. Remove alkali with solution of muriatic perpendicular support and guarantee to stay in alignment for a period of one year W loose depth with each layer thoroughly compacted between. drawings. acid and water. Apply clear sealer to exposed surfaces if shown on the drawings. minimum. Posts to be direct burial or mounted to template base, all as shown on drawings C. Clean -Up and Testing and fixture schedules. 6. Sand Finish - Tamp fresh concrete with heavy metal grid. Screed with straight edge to remove 2. Upon completion of work, remove all mortar droppings, debris, materials and tools from site. Z 1. Prior to covering of trenches, drain line and basins shall be checked to insure proper C. Underground Distribution flow and all irregularities. Float to a smooth surface; steel trowel and edge to an even hard surface. VII. CARPENTRY 1. Provide plastic conduit and conductors in utility trenches per focal code. The use of non W ca water tightness. Prior to set, lightly sponge surface to reveal small surface fines while not exposing aggregate. metallic sheathed cable rated for underground use is a Q Z g approved (if allowed by local authority �, Alternate method, after initial set, surface to be washed with a diluted solution of muriatic acid Scope of work Provide all labor, materials, tools, equipment, transportation and necessary incidentals if suitablyprotected i.e. in a trench w" d P ( with other piping with a concrete 3 cap or with buried > Z g 2. The piping systems shall be flushed and cleaned prior to connecting to existing drain line, catch and water, and brushed to reveal surface lines. Surface must be continuously wet to avoid for completion of all carpentry as shown on the drawings, including but not limited to the following: Redwood planking. basin or storm drain systems. acid burn. O M a 3. D. Distribution Panel, Pedestal M O W 1. Provide panels, breakers, electrical service pedestals as shown on the drawings cL LL Upon completion of work, remove debris, tools and surplus material from site. A. Materials 1. Wood - rough sawn, resawn, surfaced 4 sides where shown on the drawings, straight, sound, complete with time switches, photo cells and related hardware as required. Q. free from marks, pin head knots, sap pockets, slivers, and checks. Select grade or better Q a where shown on the drawings. V aN�Co 00 •• z�a� Z 0 0 p�pU. U. V o N GO D. R. HORTON TRACT 18245 - CFD LANDSCAPE PLANS DRAWN B Y: SCALE: C" CONSTRUCTION NTS DESIGNED BY: SPECIFICATIONS DATE: RH 06-16-14 CHECKED B Y: APPROVE DRAWING NO: 5132 4 �\ K110W 1IY SMP CITY ENGINEER RCE NO. 81182 DATE 13 Callywft• A CONSTRUCTION SPECIFICATIONS HEFT DESCRIPTION CONSTRUCTION SPECIFICATIONS DESIGNED SMP DRAWN SMP CHECKED SMP DATE 10/30/13 )OB NO. 616005 CAD FILE SHEEP NUMBER CS=1 OF 13 SHEETS Ct? 0 W 0 C� W U) Z Cl- uj H Z 0 CL W Z LU 0 pie a. Z Z O