HomeMy WebLinkAbout20191024_Plans_ApprovedNewport Beach, California 92663Lot 2, Tract 907 -Coastal Development Permit-Campbell Residence07.15.2019605 Via Lido SoudALL RIGHTS RESERVED C COPYRIGHT 2004THE PRIOR WRITTEN CONSENT OF SOUTH COAST ARCHITECTSANY OTHER PURPOSE OR DISCLOSED TO OTHERS WITHOUTTHIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FORFOR THE LIMITED PURPOSE OF EVALUATION, BIDDING ORSOUTH COAST ARCHITECTS AND IS FURNISHED IN CONFIDENCETHIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TODate:Drawn By:Scale:Job:Job No.:Sheet:CAMPBELLJOB#18008RESIDENCE-605-PA2019-142ZONING ADMINISTRATOR 10/24/2019 - APPROVED (28 PAGES)
ALL RIGHTS RESERVED C COPYRIGHT 2004THE PRIOR WRITTEN CONSENT OF SOUTH COAST ARCHITECTSANY OTHER PURPOSE OR DISCLOSED TO OTHERS WITHOUTTHIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FORFOR THE LIMITED PURPOSE OF EVALUATION, BIDDING ORSOUTH COAST ARCHITECTS AND IS FURNISHED IN CONFIDENCETHIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TODate:Drawn By:Scale:Job:Job No.:Sheet:CAMPBELLJOB#18008RESIDENCE-605-PA2019-142ZONING ADMINISTRATOR 10/24/2019 - APPROVED (28 PAGES)
601 VIA LIDO SOUD605 VIA LIDO SOUDADJACENT PROPERTYVIA LIDO SOUDPROPOSED BUILDING FOOTPRINTSETBACKSLOW PLANTERN 72° 31' 00" W 35.97'N 17° 29' 51" E 93.14'
N 17° 29' 51" E 94.87'N 75°16'32" W 36.01'3'-0"4'-0"SIDE SETBACKFRONT SETBACK3'-0"SIDE SETBACKMAGNET
I
C10'-0"REAR SETBACKWATER METEREXISTING WOODEN DECK (ELV:12.28)W/ 36" HIGH WROUGHT IRON GUARDRAIL (ELV:15.28@TOP OF RAIL)PROPOSED REAR DECK - SEE S-1 SHEET(E) SEAWALL609 VIA LIDO SOUDPROPERTY(E) GAS METERLIDO ISLANDCOMMUNITY PARKVIA ORVIETO
PUBLIC WALKWAY
(E) SEAWALL(((((((EEAE(E) DECK ON 601(E) SLIP ON 605 TO BE REMOVED(E) PLATFORM TO BE REMOVEDADJACENT NEW DESIGN TO BE DETERMINEDGATETO BE REMOVEDGAS METERWATER METER5' WALL(FROM F.F.)1'-7"4'-0"5'-0"SPECIFIC DESIGN/STRUCTURAL TO BE DETERMINED.PROPOSED ELV: 9.33 @ F.F. OF GANGWAYPROPOSED MATERIAL: COMPOSITE DECK BOARD (TREX)HANDRAIL: CABLE RAILING W/ WOOD TOP.PROPOSED CONNECTIONB/W (N) DECK & (N) DOCKALL RIGHTS RESERVED C COPYRIGHT 2004THE PRIOR WRITTEN CONSENT OF SOUTH COAST ARCHITECTSANY OTHER PURPOSE OR DISCLOSED TO OTHERS WITHOUTTHIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FORFOR THE LIMITED PURPOSE OF EVALUATION, BIDDING ORSOUTH COAST ARCHITECTS AND IS FURNISHED IN CONFIDENCETHIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TODate:Drawn By:Scale:Job:Job No.:Sheet:CAMPBELLJOB#18008RESIDENCEPLANNING DEPARTMENT REVISIONS108-15-2019-605-PA2019-142ZONING ADMINISTRATOR 10/24/2019 - APPROVED (28 PAGES)
BENCHMAR NOTE:OCSBM NB 2 0ELEV . 2MAVD DATUM, 20 ADJ.EASEMENT NOTE:THE PLAT FOR THIS SURVEY WAS PREPARED WITHOUT A TITLE REPORT.UNPLOTTED EASEMENTS MAY E IST ON THE SUBJECT PROPERTY.JOB NO.SHEETOFPREPARED FOR:APVD.DATER E V I S I O N SBYDATEAPPD.:DATE:DWG. NO.H. SCALE:V. SCALE:SURVEY DATE:CHD.:DRN.:VI TOR P.MEUMNo. 2 " MCHMSFVM 2 4 TP 0 LOT 2, TRACT 0 0 VIA LIDO SOUD, NEWPORT BEACH, CALIFORNIASCALE: " PA2019-142ZONING ADMINISTRATOR 10/24/2019 - APPROVED (28 PAGES)
BASIS OF BEARINGSBENCHMARK INFORMATIONLEGAL DESCRIPTIONAREAASSESSOR'S PARCEL NO.EASEMENT NOTES:139 Avenida NavarroSan Clemente, CA 92672949.492.8586www.toalengineering.comCIVIL ENGINEERINGLAND SURVEYINGSTORMWATER QUALITYVICINITY MAPDEMOLITION GENERAL NOTESDISPOSITION NOTESPA2019-142ZONING ADMINISTRATOR 10/24/2019 - APPROVED (28 PAGES)
FF=13.00TOS=12.82PRELIMINARY PLANNOT FOR CONSTRUCTION139 Avenida NavarroSan Clemente, CA 92672949.492.8586www.toalengineering.comCIVIL ENGINEERINGLAND SURVEYINGSTORMWATER QUALITYEROSION CONTROL BMPsTEMPORARY SEDIMENT CONTROLWIND EROSION CONTROLTRACKING CONTROLWASTE MANAGEMENT AND MATERIALS POLLUTION CONTROLNON-STORMWATER MANAGEMENTYEAR-ROUND BMP REQUIREMENTSLEGENDNOTETHIS SHEET FOR EROSION CONTROL ONLYPA2019-142ZONING ADMINISTRATOR 10/24/2019 - APPROVED (28 PAGES)
FF=13.00TOS=12.82PRELIMINARY PLANNOT FOR CONSTRUCTIONSCOPE OF WORKCITY OF NEWPORT BEACH NOTESBASIS OF BEARINGS BENCHMARK INFORMATIONLEGAL DESCRIPTIONLEGENDAREAASSESSOR'S PARCEL NO.EASEMENT NOTES:139 Avenida NavarroSan Clemente, CA 92672949.492.8586www.toalengineering.comCIVIL ENGINEERINGLAND SURVEYINGSTORMWATER QUALITYVICINITY MAPPA2019-142ZONING ADMINISTRATOR 10/24/2019 - APPROVED (28 PAGES)
PA2019-142ZONING ADMINISTRATOR 10/24/2019 - APPROVED (28 PAGES)
SHEETOF605 VIA LIDO SOUD, NEWPORT BEACH, CA 92663CAMPBELLRESIDENCE123456NODATE PROJECT INFORMATION:7-15-19SHEET NUMBER SCALE JOB NO. DATE CHECKED DRAWNSHEET DESCRIPTIONDESIGNEDARMSA2022 ORCHARD DRIVENEWPORT BEACH, CA 92660T: (949)852 1727 F:(949) 852 8821MARK SCOTT ASSOCIATES, INCLANDSCAPE ARCHITECTURESTATE LICENSE # 3400ALL DRAWINGS, DESIGNS AND WRITTENMATERIAL APPEARING HEREIN CONSTITUTE THEORIGINAL AND UNPUBLISHED WORK OF MARKSCOTT ASSOCIATES AND THE SAME SHALL NOTBE DUPLICATED, USED, OR ASSIGNED TO ANYTHIRD PARTY WITHOUT THE WRITTEN CONSENTOF MARK SCOTT ASSOCIATES.11Cover SheetCRVCAMPBELL RESIDENCE605 VIA LIDO SOUD, NEWPORT BEACH, CA 92663SOUTH COAST ARCHITECTS, INC.13 CORPORATE PLAZA,NEWPORT BEACH, CA 92660PRINCIPAL: FRANK STOLTZPROJECT MANAGER: MY VUPHONE: 949.720.7022THROUGH OUT SITE:SYNTHETIC TURFPAVINGPLANTERS ARCHITECTproduct.6. The drawing and specifications represent the finisheddetailed inspections.13. Observation visits to the job site by the landscape architectif requested by the client, shall not include inspection ofconstruction methods or of safety conditions at the work site.these visits shall not be construed as continuous andordinances and the design specifications. jurisdictional agency and all federal, state and local codes and current in use edition of uniform building code, by the local 12. All construction and workmanship shall conform to the each workday.11. Contractor shall clean up the project site at the end of Architect.respects and shall be subject to approval by the Landscape 10. All work shall conform to the plans and specifications in all Architect.immediately brought to the attention of the Landscape have been known during design. Such conditions shall be obstructions and/or grade differences exist that may not and/or grade differences when it is obvious that unknown 9. Contractor shall not willfully proceed with constructions commencing work.7. All property lines and/or lot lines shall be verified prior to has been staked out and prior to continuation of work.5. The Landscape Architect shall be notified after the site conditions with the Landscape Architect.dimensioned may be determined by scale. Verify all such 4. The location of features to be constructed, not specifically 1. Contractor shall be responsible to be familiar with allunderground utilities, pipes, and structures. Contractor shalltake sole responsibility for cost incurred due to damage andreplacement of said utilities. It shall be the Contractor'sresponsibility to arrange for and coordinate the relocation ofany existing utilities deemed necessary by the proposedimprovement.2. It shall be the contractor's responsibility to verify thelocation of all existing underground utilities (by potholing orother means). Contractors shall notify Underground ServiceAlert (U.S.A.) (800) 227-2600 at least three working daysprior to any excavation to locate existing utilities.3. Contractor shall verify all existing conditions anddimensions before starting work. Should conditions existwhich are contrary to those shown on plans, the LandscapeArchitect shall be notified before proceeding with work.8. These plans demonstrate design intent only, they are not intended to communicate construction means or methods - for reference only.RESIDENTIAL LANDSCAPE PROJECT:SHEET INDEXDESCRIPTIONSHEETNUMBERCRV COVER SHEETLC-1 CONSTRUCTION PLANLC-2 CONSTRUCTION DETAILSLC-3 CONSTRUCTION SPECIFICATIONSLI-1 IRRIGATION PLAN AND LEGENDLI-2 IRRIGATION DETAILSLI-3 IRRIGATION DETAILSLI-4 IRRIGATION SPECIFICATIONSLP-1 PLANTING PLAN & LEGENDLP-2 PLANTING DETAILSLP-3PLANTING NOTESLL-1LIGHTING PLAN (L.V.)GENERAL NOTESPROJECT DESCRIPTION/ SCOPE OF WORKPROJECT TEAM14. Contractor shall be responsible for keeping the work areasafe and organized at all times.15. Pools, spas, walls, fences, patio covers and otherfreestanding structures require separate reviews and permits.VICINITY MAPN.T.SSITE MAPN.T.SPROJECT SITEOWNER: ARGYLE AND BRIDGET CAMPBELLASSESSOR PARCEL NUMBER:-MARK SCOTT ASSOCIATES, INC2022 ORCHARD DRIVENEWPORT BEACH, CA 92660PRINCIPAL: MARK SCOTTPHONE: 949.852.1727 FAX: 949.852.8821E-MAIL: info@markscottassociates.comLic # 3400LANDSCAPE ARCHITECTPA2019-142ZONING ADMINISTRATOR 10/24/2019 - APPROVED (28 PAGES)
527'-4"7'-0"ABBBCA28'-11"3'-0"3'-0"3'-0"9'-7"29'-7"10'-9"2'-6"5'-10"8'-2"B555512'-7"15'-6"1342211PROPERTY LINEPROPERTY LINPPROPERTY LINECONSTRUCTION LEGENDSYNTHETIC TURFMFG: DUPONT FOREVER LAWNPROD: SELECT VRPHONE: 866.992.7879SEE DETAIL A SHEET LC-2PEBBLESEE DETAIL C SHEET LC-2EXISTING GLASS PANEL RAILINGSEE ARCH PLANSSEE SHEET LC-2 FOR PAVING DETAILS1534ABPAVING LEGENDPLANTER BOWL (NOT MSA DESIGN)SEE ARCH PLANSCONCRETE PAVINGSEE DETAIL 1 SHEET LC-22RUNNING BOND PAVERSPROD: MIRAGE PAVERSMFG: BELGARDPHONE: 877.235.4273SEE DETAIL B SHEET LC-2CCONCRETE STEPS W/ 12" PRECAST TREADSSEE DETAIL 2 SHEET LC-2COR-TEN STEEL PLANTERSEE DETAIL 3 SHEET LC-2SHEETOF605 VIA LIDO SOUD, NEWPORT BEACH CA 92663CAMPBELL RESIDENCE123456NODATE PROJECT INFORMATION:7-15-19SHEET NUMBER SCALE JOB NO. DATE CHECKED DRAWNSHEET DESCRIPTIONDESIGNEDARMSA2022 ORCHARD DRIVENEWPORT BEACH, CA 92660T: (949)852 1727 F:(949) 852 8821MARK SCOTT ASSOCIATES, INCLANDSCAPE ARCHITECTURESTATE LICENSE # 3400ALL DRAWINGS, DESIGNS AND WRITTENMATERIAL APPEARING HEREIN CONSTITUTE THEORIGINAL AND UNPUBLISHED WORK OF MARKSCOTT ASSOCIATES AND THE SAME SHALL NOTBE DUPLICATED, USED, OR ASSIGNED TO ANYTHIRD PARTY WITHOUT THE WRITTEN CONSENTOF MARK SCOTT ASSOCIATES.11GENERAL NOTESADDITIONAL:1. THE CONTRACTOR SHALL THOROUGHLY VERIFY ALL CONDITIONS,DIMENSIONS, ECT., BEFORE PRECEDING WITH ANY WORK.2. LARGE SCALE DETAILS TAKE PREFERENCE OVER SMALL SCALE PLANS ORELEVATIONS.3. DO NOT SCALE DRAWINGS, DIMENSIONS TAKE PREFERENCE OVER SCALE.4. THE INTENT OF THESE DRAWINGS IS TO PRODUCE INTENDED RESULTS UNDERRECOGNIZED STANDARDS EVEN IF NOT ACTUALLY SHOWN BUT IS REASONABLYINFERABLE THEREFROM.5. THE LANDSCAPE ARCHITECT SHALL NOT BE RESPONSIBLE FOR PARTS OF ORALL OF THIS BUILDING IF ANY CHANGES, ADDITIONS, REVISIONS, ORSUBSTITUTIONS ARE MADE IN THESE DRAWINGS OR SPECIFICATIONS OR IN THEACTUAL CONSTRUCTION OF THIS BUILDING WITHOUT THE CONSENT OF THEDESIGNER.6. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIESAND SERVICE PRIOR TO ANY DIGGING. CONTRACTOR ASSUMES FULLRESPONSIBILITY FOR ALL DAMAGE CAUSED BY FAILURE TO DO SO.7. CONTRACTORS SHALL VERIFY WITH OWNER ALL WORK THAT IS NOT TO BEPART OF THIS CONTRACT AND SHALL TAKE ALTERNATE BIDS OR OTHER BIDSON OTHER MATERIALS OR OTHER METHODS OF CONSTRUCTION ASAPPROVED BY OWNER OR DESIGNER8. CONTRACTOR TO VERIFY STRUCTURAL DETAILS BEFORE PRECEDING WITHCONSTRUCTION.1. STRUCTURAL ENGINEER TO PROVIDE DRAWINGS AND CALCULATIONS FORPERMIT.2. ALL PROPOSED COLORS AND TEXTURES SHALL BE COMPLIMENTARY TO THATOF THE HOME. INCLUDING PROPOSED STRUCTURES, GARDEN ART, POTTERY,AND RETAINING WALLS SHALL MATCH OR BE COMPLIMENTARY TO THE STYLE OFTHE ARCHITECTURE OF THE HOME.3. HEATERS TO BE ADDED BY CONTRACTOR4. AUDIO SYSTEM TO BE ADDED BY CONTRACTOR (IF APPLICABLE, COORDINATEWITH HOMEOWNER)GENERAL: PAVING NOTESADDITIONAL:WOOD CONSTRUCTION NOTES1. ALL WOOD TO BE S-4-S D.F. SELECT UNLESS OTHERWISE NOTED.2. ALL CONSTRUCTION TO BE PLUMB AND TRUE. CROWN ALL LUMBER - CROWNSIDE UP.3. ALL SCREWS STAINLESS STEEL.4. REFER TO UNIFORM BLDG. CODE FOR SCREW SCHEDULES.5. ALL STRAPS, BRACKETS, HANGERS, ETC., TO BE GALVANIZED STEEL. (UNLESSOTHERWISE NOTED)6. ALL HOLES AND IMPERFECTIONS TO BE FILLED AND SANDED.7. PAINT ALL STRAPS, BRACKETS, HANGERS, ETC. TO MATCH WOOD FINISH. 8.STAIN ALL WOOD TO MATCH ARCH. TRIM UNLESS OTHERWISE NOTED.9. ALL BOLTS TO BE GALVANIZED.10. ALL MATERIALS AND CONSTRUCTION TO CONFORM TO GOVERNING CODES &ORDINANCES.11. ALLOW FOR ADJOINING CONSTRUCTION.12. TREAT ALL SURFACES OF WOOD IN CONTACT OF CONCRETE, MASONRY ORSOILS, W/ PENTACHLOROPHENOL. APPLY TO FULL ABSORPTION.1. VERIFY WITH CITY DEPT. THE NEED FOR REINFORCING BASE MATERIAL,PRESATURATION, ETC. FOR WALKS, POOL DECKS, WALL FOOTING, ETC.2. ALL MATERIALS AND CONSTRUCTION TO CONFORM TO APPLICABLE CODESAND ORDINANCES3. ALL CONCRETE TO OBTAIN MINIMUM COMPRESSIVE STRENGTH OF 2000 PSIAT 28 DAYS4. ALL CONSTRUCTION TO BE PLUMB AND TRUE, UNLESS NOTED5. PAVING SAMPLES TO BE APPROVED BY HOMEOWNER PRIOR TO PURCHASE1. APPROPRIATE EXPANSION JOINTS INSTALLED AT INTERVALS OF 10 FEETMAXIMUM IN BOTH DIRECTIONS AND AT ANY JUNCTION OF OTHER CONCRETESLABS OR PERMANENT STRUCTURES2. EXPANSION JOINT - 1/4" PREMOLDED EXPANSION JOINT FILLER WITH 1.2"DEEP THICKOL OR EQUAL JOINT SEALANT (1/4" BELOW FINISH SURFACE) WITHSAND FINISH TO BE WHERE FLATWORK MEETS HARDSCAPE ( EX. WALLS, STEPS,E.T.C.)3. ALL CONCRETE FLATWORK TO HAVE 1/2" TOOLED RADIUSED EDGE4. ALL CONCRETE BANDS TO HAVE 30" O.C. SCORE JOINTSConstructionPlanLC-1NORTH13/16"=1'-0"PA2019-142ZONING ADMINISTRATOR 10/24/2019 - APPROVED (28 PAGES)
SHEETOF605 VIA LIDO SOUD, NEWPORT BEACH CA 92663CAMPBELL RESIDENCE123456NODATE PROJECT INFORMATION:7-15-19SHEET NUMBER SCALE JOB NO. DATE CHECKED DRAWNSHEET DESCRIPTIONDESIGNEDARMSA2022 ORCHARD DRIVENEWPORT BEACH, CA 92660T: (949)852 1727 F:(949) 852 8821MARK SCOTT ASSOCIATES, INCLANDSCAPE ARCHITECTURESTATE LICENSE # 3400ALL DRAWINGS, DESIGNS AND WRITTENMATERIAL APPEARING HEREIN CONSTITUTE THEORIGINAL AND UNPUBLISHED WORK OF MARKSCOTT ASSOCIATES AND THE SAME SHALL NOTBE DUPLICATED, USED, OR ASSIGNED TO ANYTHIRD PARTY WITHOUT THE WRITTEN CONSENTOF MARK SCOTT ASSOCIATES.11ConstructionDetailsLC-22SCALE: 1"=1'-0"SYNTHETIC TURFPAVERS1CONCRETE PAVING WITH SAND FINISHPEBBLEABCSCALE: 3/4"=1'-0"SCALE: 1 1/2 "=1'-0"SCALE: 3/4"=1'-0"SCALE: 1"=1'-0"2CONCRETE STEPS W/ 12" PRECAST TREADSMFG: PLANTER CRAFTPHONE:718.337.8200PLANTER SIZE: TBDQTY:73COR-TEN STEEL PLANTERSPA2019-142ZONING ADMINISTRATOR 10/24/2019 - APPROVED (28 PAGES)
SHEETOF605 VIA LIDO SOUD, NEWPORT BEACH CA 92663CAMPBELL RESIDENCE123456NODATE PROJECT INFORMATION:7-15-19SHEET NUMBER SCALE JOB NO. DATE CHECKED DRAWNSHEET DESCRIPTIONDESIGNEDARMSA2022 ORCHARD DRIVENEWPORT BEACH, CA 92660T: (949)852 1727 F:(949) 852 8821MARK SCOTT ASSOCIATES, INCLANDSCAPE ARCHITECTURESTATE LICENSE # 3400ALL DRAWINGS, DESIGNS AND WRITTENMATERIAL APPEARING HEREIN CONSTITUTE THEORIGINAL AND UNPUBLISHED WORK OF MARKSCOTT ASSOCIATES AND THE SAME SHALL NOTBE DUPLICATED, USED, OR ASSIGNED TO ANYTHIRD PARTY WITHOUT THE WRITTEN CONSENTOF MARK SCOTT ASSOCIATES.11ConstructionSpecsLC-33SITE EXCAVATION AND ROUGH GRADINGScope of Work - Provide all labor, materials, tools, equipment, transportation and necessary incidentals for completion of all landscape lighting whereshown on the drawings, including but not limited to following:1. Materialsa. Lighting fixtures - Landscape up-lights, pole mounted fixtures, wall mounted fixtures, and low voltage lighting as shown on the drawings andfixture schedule.b. Conduit - Schedule 40 or better per local electrical code, wire and sizes per drawing and schedules and/or non-metallic direct burial sheathedcable as shown on the drawings.c. Panels, breakers, meters, electrical service pedestals, time switches, photo cells and related hardware as shown on the drawings.d. Concrete - Class A concrete minimum 2,000 PSI at 28 days.2. Lighting Fixture Installationa. Provide all lighting fixtures with Underwriters Laboratories labeling and where exposed to weather 'damp area' labeling.b. Provide all fixtures, poles, etc. with permanent level or perpendicular support and guarantee to stay in alignment for a period of one yearminimum.c. Posts to be direct burial or mounted to template base, all as shown on drawings and fixture schedules.3. Underground Distributiona. Provide plastic conduit and conductors in utility trenches per local code. The use of non-metallic sheathed cable rated for underground use isapproved (if allowed by the local authority) if suitably protected (i.e. in a trench with other piping with a concrete 3" cap or with buried Redwoodplanking.4. Distribution Panel, Pedestala. Provide panels, breakers, electrical service pedestals as shown on the drawings complete with time switches, photo cells andrelated_______as required.Contractual RelationshipIn the performance of this contract, Contractor shall hold Landscape Architect and Owner harmless from any and all liability, costs, and charges arisingout of, or in connection with, contractors, employees, or its agent's negligence, omissions, errors.Errors or ConflictsIf any errors or conflicts are discovered in the plans or notes, they shall be interpreted so as to accomplish the real purpose of those plans and notes.Additions, Deviations, and AlterationsNo deviations or alterations from the plans and specifications will be permitted unless authorized by the Owner or the Landscape Architect. Shoulddeviation from plans and notes become necessary due to conflicting site conditions, Owner and Landscape Architect shall approve in advance anysuch deviation. No additional work will be authorized without the express written authorization from the Owner.InterpretationThe Contractor shall comply with the obvious intent and meaning of these plans and specifications which shall be construed to include all labor,material, tools, and equipment necessary to complete the work specified herein in a workman like manner in strict accordance with plans and notes.Should any questions arise as to the intent and interpretation of these plans and notes, Contractor shall refer to Owner and Landscape Architect whosedecision thereon shall be final.Observation and Rejection of Materials and WorkmanshipAll materials and workmanship furnished or performed by Contractor shall be subject to final observation and acceptance by Owner and LandscapeArchitect upon completion of all contract work whether previously paid for or not. At any and all times during the performance of this contract,Contractor shall make available for observation, test and approval, materials and workmanship. Failure of such observers to make observation, tests,or approvals shall not prejudice the right of Landscape Architect or Owner on 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 the best marked qualityunless specified otherwise.SamplesWhen so required by the owner or Landscape Architect, Contractor shall submit for approval samples of the various materials, and specify finishthereon.Local CodesAll construction shall conform to all local building codes and ordinances. It is Contractor's responsibility to verify all codes prior to commencing work.UtilitiesContractor shall be responsible for verifying the location of all underground utilities, electrical cables, conduits, sprinkler lines and all utility lines prior toany construction.Removal of Debris and Clean-UpContractor shall thoroughly clean and keep free of debris and waste material entire construction area to the satisfaction of the Owner.GeneralThe general conditions and any specific conditions that Owner may require shall apply with the same force and effect as though written in full herein forall construction sections.Scope of Work - Provide all labor, materials, tools, equipment, transportation and necessary incidentals for the completion of all drainagesystems as shown on the drawings, including but not limited to the following:1. Materialsa. Acrylonite Butalene - Styrene (ABS) Schedule 40 drain pipe, perforated or non-preforated in diameters shown on the drawings.b. Basins and Drains - High impact plastic Styrene drain basins, catch basins, with grates, high impact plastic Styrene deck drains,and/or precast concrete drain box and catch basins and cast iron grate in diameters and sizes as shown on the drawings.Stainless steel or brass deck drains in hardscape as shown on the drawings.2. Trenching and Laying Pipea. Trenches to pitch a minimum of 1/8" per foot unless otherwise indicated on the drawings. Contractor to verify all invert elevationsand trench depth prior to excavation.b. Bottom of trench shall be smooth and continuous to flow direction. A hollow shall be made to receive bell of pipe so the joint willnot bear upon the subgrade. Adjustments to line and grade shall be made by scraping away of filling in with backfill under the baseof the pipe and not by wedging or blocking.c. Trench material shall be used for backfill. However, no rocks or lumps shall be used. Welded joints shall be given at least 15minutes setup before handling. Above the level of initial backfill, the trench may be backfilled with trench material.d. Compaction - Compaction by tamping shall not be done in the layers exceeding eight inches in loose depth with each layerthoroughly compacted between.3. Clean-Up and Testinga. Prior to covering of trenches, drain line and basins shall be checked to insure proper flow and water tightness.b.The piping systems shall be flushed and cleaned prior to connecting to existing drain line, catch basin or storm drain systems.c.Upon completion of work, remove debris, tools, and surplus material from site.Scope of Work - Provide all labor, materials, tools, equipment, transportation and necessary incidentals for the completion of all block masonryas shown on the drawings, including but not limited to the following:1. Materialsa. Slump block units meeting grade A, ASTM C-90, concrete block units Grade A, ASTM C-90.b. Cement - Standard Portland Cement ASTM designation C-150 Type I or II, low alkali.c. Sand - Clean, well graded ASTM designation C-144.d. Water - Water shall be used of potable quality.e. Steel - Reinforced steel for wall to be Grade 40 deformed bars ASTM designation A-165.f. Concrete - Class A concrete minimum 2,000 PSI at 28 days.g. Mortar - By volume, freshly prepared, uniformly mixed in ratio 1 part cement, ½ part lime putty, 4-1/4 parts sand, conforming to ASTMC-270. Omit lime putty if plastic cement is used.h. Grout - By volume freshly prepared, uniformly mixed 1 part cement, 3 parts sand, 2 parts pea gravel.2. Layout of Masonrya. Lay all masonry straight and true to line with vertical joints plumb over each other. Horizontal joints shall be level. Headers andcorner units to show finished faces where exposed. Joints and bond pattern to be as shown on the drawings.3. Reinforcinga. All bars in masonry shall be lapped a minimum of 40 bar diameters. Dowels for walls and columns to be same size as wallreinforcing. Refer to Structural Engineer's specifications for all steel sizes and locations.4. Cutting of Masonrya. No cutting of masonry shall be allowed unless shown on the drawings.5. Grouting of Masonryb. Grout on all cells with vertical steel solid as shown on the drawings.c. Grout all cells below grade solid.d. Provide minimum ¾" between steel reinforcing and blocks.6. Weep holesa. Open joint weep holes at 32" O.C. maximum on bottom course of retaining walls with 1 cubic foot gravel if shown on drawings orapproved drainage system per structural Engineer's specifications.7. Expansion Jointsa. Provide vertical expansion joints in wall per local code and Structural Engineer's specifications.8. Waterproofinga. Waterproof all retaining walls below grade with asphalt emulsion, 2 coats.9. Cleaninga. Clean all masonry work, remove all mortar stains.b. Upon completion of work, remove all mortar droppings, debris, materials and tools from site.Scope of work - Provide all labor, materials, tools equipment, transportation and necessary incidentals for completion of all carpentry as shown on thedrawings, including but not limited to the following:I. Materials1. Wood - Rough sawn, resawn, surfaced 4 sides where shown on the drawings, straight, sound free from marks, pin head knots, sappockets, silvers and checks. Select grade or better where shown on the drawings.2. Douglas fir, Redwood, Western Red Cedar or as shown on the drawings.3. Posts, Plates and other at-grade connections to be Redwood, Western Red Cedar or pressure treated Douglas fir as shown on thedrawings.4. Hardware - Column bases - 'Simpson Strong Tie' or equal. Posts caps and strap ties - 'Simpson Strong Tie' or equal. Joist hangersand heavy angles - 'Simpson Strong Tie' or equal. Screws, hinges, nails, bolts, and washers. All hardware material to be galvanized.5. Stain and paint - as selected and on drawings.6. Concrete - Class A minimum 2,000 PSI at 28 days.B. Rough Carpentry1. Set all posts, beams, and rails and framing plumb and true line as shown on the drawings.2. Connections - make all connections as shown on the drawings. Splice lumber at posts only. Utilize all nail and/or bolt holes for allhardware.3. Ease all top edges of exposed lumber for bench tops, low walls, etc., where surface contact is provided.4. Post base - set post column base as shown on drawings, providing minimum 1" clear all sides from finished post base to top ofpaving.5. Countersink nails and bolts in all locations where surface contact is provided, ie., bench top, etc.C. Painting and Stain1. Fill all seams and cracks with Latex caulk and/or wood dough to insure an even surface.2. Sand smooth all exposed surfaces as specified as S4S.3. Prime all painted surfaces with one coat primer.4. Paint with a minimum of two finish coats for painted surfaces.5. Stain with minimum of two finish coats for stain surfaces.D. Protection and Clean-up1. Protect all existing work form paint overspray.2. Upon completion of work, remove all scrap wood, debris, materials and tools from site.Scope of Work - Provide all labor, materials, tools, equipment, transportation and necessary incidentals for completion of all metal work where shown onthe drawings, including but not limited to the following:1. Materialsa. Steel tubing in sizes shown on the drawings ASTM designation 500 and/or hand forged, cold rolled wrought iron in sizes as shown on thedrawings.b. Hardware - Hinges, latches, bolts, washers, screws, etc., to be heavy duty.c. Concrete - Class A concrete minimum 2,000 PSI at 28 days and/or'Por-Rock' as shown on the drawings.d. Paint - Zinc Chromate primers, 'Rustoleum' finish surface coats or equal. 'Metalizing' or galvanizing or powder coating if shown on thedrawings.2. Fabrication and Installationa. Contractor shall make all measurements for fabrication in field prior to starting work.b. Horizontal bars to taper with grade or steep with grade as shown on the drawings. Vertical bars to be plumb.3. Weldinga. Welding to comply with the requirements of standard code for ARC and gas welding.b. All welds to be continuous and free of cracks, craters and porosity. Tack welds not acceptable.4. Paintinga. Prime all metal work with one coat Zinc Chromate primer.b. Paint all metal work with two coats 'Rustoleum' in semi-gloss or flat as shown on the drawings. Paint to be 4 mils minimum dry thicknesseach.c.Prime and paint per above, all field wells.5. Protection and Clean-upa.Protect all existing work from paint overspray.b.Obtain Fire permit where required for on-site welding.c. Upon completion of work, remove all scrap iron, debris, materials and tools from site.Scope of Work - Provide all labor, materials, tools, equipment, transportation and necessary incidentals for the completion of all brick work of stonemasonry as shown on the drawings, including but not limited to the following:1. Materialsa. Brick or stone conforming to ASTM A-62 grade MW as shown on the drawings.b. Cement - Standard Portland Cement ASTM designation C-150 Type II, III, or V low alkali single brand throughout. Refer to Soils Engineer'sreport for recommendations.c. Sand - Clean, well graded ASTM designation C-144.d. Water - Water used must be of potable quality.e. Steel - Reinforced steel for walls to be grade 40 deformed bars ASTM designation A -165.f. Mortar - By volume, freshly prepared, uniformly mixed in ratio 1 part cement ½ part lime putty, 3 parts sand, conforming to ASTM C-270.Omit lime putty if plastic cement is used.g. Grout - By volume, freshly prepared, uniformly mixed in ratio part cement, 3 parts sand or 1 part cement, 3 parts sand and 2 parts peagravel.2. Laying of Bricka. Lay all masonry straight and true to line with brick vertical joints plumb over each other. Horizontal joints shall be level. Headers and cornerunits to show finished faces where exposed. Joints and bond pattern to be as shown on the drawings.3. Reinforcinga. All bars in masonry shall be lapped a minimum of 40 bar diameters. Dowels for walls and columns to be same size as wall reinforcing.Refer to Structural Engineer's specifications for all steel sizes and locations.4. Cutting of Masonrya. Use masonry saw for brick cuts unless specified otherwise. Brick cut less that ½ length shall not be used. Stone to be cut with chisel andhammer.5. Grouting of Masonrya. Grout core walls solid as shown on the drawings.b. Provide minimum of 2-1/2" grout space between double brick walls. Provide minimum ¾" between steel reinforcing and brick.6. Waterproofinga. Waterproof all retaining walls below grade with asphalt emulsion, or other as specified by Soils Engineer.7. Cleaning and Sealinga. Clean all masonry work. Remove all mortar stains. Remove alkali with solution of muriatic acid and water. Apply clear sealer to exposedsurfaces if shown on the drawings.b. Upon completion of work, remove all mortar droppings, debris, materials and tools from the site.a. Protection of all curbs, walks, walls, structures and other existing work which is to remain.b. Clearing and stripping site of brush, debris and other foreign materials as outlined in the drawings.c. Excavation for all foundations and footings to the dimension and depth shown on the drawings. Bottom of excavations shall be smoothand level. All loose material shall be removed therefrom.d. Subgrades shall be watered and compacted to a relative compaction of 95%.e. Subgrades under all paving shall be true to grade and cross section, hard, uniform and smooth prior to placement of base material.f. Backfilling of all excavations and trenches after placement of foundations, walls, walks, utilities, etc., as outlined on the drawings.Compaction of backfill shall be in acceptance with Engineer's specifications.g. Grading of areas indicated in the drawings including bringing existing grades to within 1/10 foot plus or minus. Final design grades asindicated on the drawings.h. Stockpiling of excavation material or import top soil fill and sand shall be as outlined on the drawings or as approved by LandscapeArchitect.i. Clean up and remove all debris and surplus material and remove from site.GENERALBLOCK MASONRYDRAINAGEBRICK MASONRYLANDSCAPE LIGHTINGMETAL WORKCARPENTRYPA2019-142ZONING ADMINISTRATOR 10/24/2019 - APPROVED (28 PAGES)
SHEETOF605 VIA LIDO SOUD, NEWPORT BEACH, CA 92663CAMPBELLRESIDENCE123456NODATE PROJECT INFORMATION:7-15-19SHEET NUMBER SCALE JOB NO. DATE CHECKED DRAWNSHEET DESCRIPTIONDESIGNEDBLWMSA2022 ORCHARD DRIVENEWPORT BEACH, CA 92660T: (949)852 1727 F:(949) 852 8821MARK SCOTT ASSOCIATES, INCLANDSCAPE ARCHITECTURESTATE LICENSE # 3400ALL DRAWINGS, DESIGNS AND WRITTENMATERIAL APPEARING HEREIN CONSTITUTE THEORIGINAL AND UNPUBLISHED WORK OF MARKSCOTT ASSOCIATES AND THE SAME SHALL NOTBE DUPLICATED, USED, OR ASSIGNED TO ANYTHIRD PARTY WITHOUT THE WRITTEN CONSENTOF MARK SCOTT ASSOCIATES.XIrrigationPlanLI-11/8"=1'-0"1MRS11234PA2019-142ZONING ADMINISTRATOR 10/24/2019 - APPROVED (28 PAGES)
)9$5SHEETOF605 VIA LIDO SOUD, NEWPORT BEACH, CA 92663CAMPBELLRESIDENCE123456NODATE PROJECT INFORMATION:7-15-19SHEET NUMBER SCALE JOB NO. DATE CHECKED DRAWNSHEET DESCRIPTIONDESIGNEDBLWMSA2022 ORCHARD DRIVENEWPORT BEACH, CA 92660T: (949)852 1727 F:(949) 852 8821MARK SCOTT ASSOCIATES, INCLANDSCAPE ARCHITECTURESTATE LICENSE # 3400ALL DRAWINGS, DESIGNS AND WRITTENMATERIAL APPEARING HEREIN CONSTITUTE THEORIGINAL AND UNPUBLISHED WORK OF MARKSCOTT ASSOCIATES AND THE SAME SHALL NOTBE DUPLICATED, USED, OR ASSIGNED TO ANYTHIRD PARTY WITHOUT THE WRITTEN CONSENTOF MARK SCOTT ASSOCIATES.XNONELI-2IRRIGATIONDETAILSPA2019-142ZONING ADMINISTRATOR 10/24/2019 - APPROVED (28 PAGES)
SHEETOF605 VIA LIDO SOUD, NEWPORT BEACH, CA 92663CAMPBELLRESIDENCE123456NODATE PROJECT INFORMATION:7-15-19SHEET NUMBER SCALE JOB NO. DATE CHECKED DRAWNSHEET DESCRIPTIONDESIGNEDBLWMSA2022 ORCHARD DRIVENEWPORT BEACH, CA 92660T: (949)852 1727 F:(949) 852 8821MARK SCOTT ASSOCIATES, INCLANDSCAPE ARCHITECTURESTATE LICENSE # 3400ALL DRAWINGS, DESIGNS AND WRITTENMATERIAL APPEARING HEREIN CONSTITUTE THEORIGINAL AND UNPUBLISHED WORK OF MARKSCOTT ASSOCIATES AND THE SAME SHALL NOTBE DUPLICATED, USED, OR ASSIGNED TO ANYTHIRD PARTY WITHOUT THE WRITTEN CONSENTOF MARK SCOTT ASSOCIATES.X316" =1'-0"LI-3IRRIGATIONMAWA &OPERATIONSCHEDULEPA2019-142ZONING ADMINISTRATOR 10/24/2019 - APPROVED (28 PAGES)
SHEETOF605 VIA LIDO SOUD, NEWPORT BEACH, CA 92663CAMPBELLRESIDENCE123456NODATE PROJECT INFORMATION:7-15-19SHEET NUMBER SCALE JOB NO. DATE CHECKED DRAWNSHEET DESCRIPTIONDESIGNEDBLWMSA2022 ORCHARD DRIVENEWPORT BEACH, CA 92660T: (949)852 1727 F:(949) 852 8821MARK SCOTT ASSOCIATES, INCLANDSCAPE ARCHITECTURESTATE LICENSE # 3400ALL DRAWINGS, DESIGNS AND WRITTENMATERIAL APPEARING HEREIN CONSTITUTE THEORIGINAL AND UNPUBLISHED WORK OF MARKSCOTT ASSOCIATES AND THE SAME SHALL NOTBE DUPLICATED, USED, OR ASSIGNED TO ANYTHIRD PARTY WITHOUT THE WRITTEN CONSENTOF MARK SCOTT ASSOCIATES.X316" =1'-0"LI-4IRRIGATIONSPECIFICATIONSPA2019-142ZONING ADMINISTRATOR 10/24/2019 - APPROVED (28 PAGES)
SHEETOF605 VIA LIDO SOUD, NEWPORT BEACH CA 92663CAMPBELL RESIDENCE123456NODATE PROJECT INFORMATION:7-15-19SHEET NUMBER SCALE JOB NO. DATE CHECKED DRAWNSHEET DESCRIPTIONDESIGNEDARMSA2022 ORCHARD DRIVENEWPORT BEACH, CA 92660T: (949)852 1727 F:(949) 852 8821MARK SCOTT ASSOCIATES, INCLANDSCAPE ARCHITECTURESTATE LICENSE # 3400ALL DRAWINGS, DESIGNS AND WRITTENMATERIAL APPEARING HEREIN CONSTITUTE THEORIGINAL AND UNPUBLISHED WORK OF MARKSCOTT ASSOCIATES AND THE SAME SHALL NOTBE DUPLICATED, USED, OR ASSIGNED TO ANYTHIRD PARTY WITHOUT THE WRITTEN CONSENTOF MARK SCOTT ASSOCIATES.11PlantingPlanLP-13/16"=1'-0"8CUPRESSUS SEMPERVIENS'GLAUCA'LOPHOSTEMON CONFERTUSBRISBANE BOXECHEVERIA IMBRICATABLUE ROSE ECHEVERIAPHORMIUM 'MAORI QUEEN'NEW ZEALAND FLAXANIGOZANTHOS 'GOLD VELVET'KANGAROO PAWSEDUM RUPESTRE 'ANGELINA'ANGELINA STONECROPPA2019-142ZONING ADMINISTRATOR 10/24/2019 - APPROVED (28 PAGES)
SHEETOF605 VIA LIDO SOUD, NEWPORT BEACH CA 92663CAMPBELL RESIDENCE123456NODATE PROJECT INFORMATION:7-15-19SHEET NUMBER SCALE JOB NO. DATE CHECKED DRAWNSHEET DESCRIPTIONDESIGNEDARMSA2022 ORCHARD DRIVENEWPORT BEACH, CA 92660T: (949)852 1727 F:(949) 852 8821MARK SCOTT ASSOCIATES, INCLANDSCAPE ARCHITECTURESTATE LICENSE # 3400ALL DRAWINGS, DESIGNS AND WRITTENMATERIAL APPEARING HEREIN CONSTITUTE THEORIGINAL AND UNPUBLISHED WORK OF MARKSCOTT ASSOCIATES AND THE SAME SHALL NOTBE DUPLICATED, USED, OR ASSIGNED TO ANYTHIRD PARTY WITHOUT THE WRITTEN CONSENTOF MARK SCOTT ASSOCIATES.11PlantingDetailsLP-29VINE PLANTING1236547891211GROUND COVER PLANTINGPERENNIAL / COLOR PLANTINGPALM PLANTINGSHRUB PLANTINGTREE STAKING DETAILROOT BARRIER PLANTINGTREE PLANTING IN POT10PA2019-142ZONING ADMINISTRATOR 10/24/2019 - APPROVED (28 PAGES)
SHEETOF605 VIA LIDO SOUD, NEWPORT BEACH CA 92663CAMPBELL RESIDENCE123456NODATE PROJECT INFORMATION:7-15-19SHEET NUMBER SCALE JOB NO. DATE CHECKED DRAWNSHEET DESCRIPTIONDESIGNEDARMSA2022 ORCHARD DRIVENEWPORT BEACH, CA 92660T: (949)852 1727 F:(949) 852 8821MARK SCOTT ASSOCIATES, INCLANDSCAPE ARCHITECTURESTATE LICENSE # 3400ALL DRAWINGS, DESIGNS AND WRITTENMATERIAL APPEARING HEREIN CONSTITUTE THEORIGINAL AND UNPUBLISHED WORK OF MARKSCOTT ASSOCIATES AND THE SAME SHALL NOTBE DUPLICATED, USED, OR ASSIGNED TO ANYTHIRD PARTY WITHOUT THE WRITTEN CONSENTOF MARK SCOTT ASSOCIATES.11PlantingSpecsLP-310GENERAL SITE PLANNINGThe owner shall have a soil analysis made after completion of the rough grading. The Contractor shall incorporate all soil amendments and fertilizers prescribed herein. The soil preparationspecified below shall be adjusted according to the analysis after approval from landscape architect.A.Weed control for Lawn, Shrub and Ground Cover Areas (Except Slopes)1. Remove all existing weeds from surface. Remove all roots of Bermuda-Johnson Grass, etc. and dispose of off site.2. Install irrigation3. Fertilize all shrub/ground cover areas. Apply 10 lbs of 16-20-0 commercial fertilizer per 1,000 sq. ft or as directed by soils report.4. Water all shrub/ground cover area for (3) weeks to germinate weed seeds. Apply water at low rate to avoid erosion.5. Licensed applicator shall apply systemic week killer to all planting areas per manufacturer's specifications.B. Soil Preparation and Finish Grading1. Rough grade: Site to be received by Landscape Contractor to within 1/10 foot plus or minus by owner based upon Civil Engineer's grading plan.2. Finish Grade: Finish grading to consist of grading, raking and hand work necessary to achieve desired contour and flow line patterns, based upon Civil Engineer's plans, resulting inevenly finished surfaces free of debris and litter.3. Spread all over lawn, shrub and ground cover areas, amendments and fertilizer prescribed in soils report. Thoroughly mix into soil to depth of 6" or more and fine grade. Shapemounds as shown on plans. Contractor to import soil necessary to attain design grades and berms, all import soil shall be free of weeds, debris and have balanced pH. Smooth andeven surfaces for proper drainage. Final grade shall be 1" below walk/top of curb. Remove from site all stones over2" in size.C.PlantingPlant trees, shrubs and ground cover as call for where indicated on Planting Plan and as detailed on Planting Detail sheets.Substitutions of plants will not be accepted unless approved by Landscape Architect.1. Ground Cover - Flats and/or CuttingsAll Plant materials specified as rooted cuttings or flat stock or Planting Plan shall remain in the flats until time of transporting. The flat soil shall contain sufficient moisture sothat________ apart when lifting plant from flat. Ground cover plants shall not ________ to dry out before or while being planted. Roots shall not be exposed to the air except whileactually being planted. Wilted plants will not be accepted. At the time of planting, the soil around each plant shall be ______ sufficiently to force out air pockets. Plants to be______ in triangular spacing as specified O.C. (On Center). All _____ shall be a minimum of 6" long. Install plants in 6"X6" planting pits. Water immediately after each plantinguntil 1" of water penetration is obtained. Care shall be exercised at all times to protect the plants after planting. Any damage to plants by trampling or other operations of thiscontract shall be repaired immediately.2. Shrubs and TreesPlant all container-grown plants in planting pits two (2) times wider and two (2) times deeper that the container, as directed on Planting Detail sheet. Thoroughly mix 1/3 organicbackfill (Nitrolized Redwood Shavings or equal) and the amendments specified on the soils analysis with the site soil, prior to backfilling of planting pits. __________ per themanufacturer's instructions and as detailed on Planting Detail Sheet. Contractor shall construct basins around all trees _______ areas basins shall not exceed top of root ball crown.3. Top DressingTop dress all ground cover and shrub areas with 2" layer thick of OGC (Organic Ground Cover), to be specified on all planting plans.4. StakingStake all trees as detailed on Planting Detail Sheet.D.Special Backfill Mixes1. Azaleas - Use 80% coarse Peat Moss and 20% clean top soil.2. Camellias and Ferns - use 50% Peat Moss, 25% Forest Humus and 25% Site soil.3. Sod shall be installed the same day it is delivered. Sod shall not be left on pallets in the hot sun. Contractor shall be responsible for any and all damage to sod not installed on day ofdelivery.4. Unroll sod carefully and place in staggered pattern of strips. Sod shall be installed against adjacent strips to eliminate joints and edges.5. Trim sod to conform to lawn shapes designated in the Planting Plan.6. After sod is laid, it shall be irrigated thoroughly to provide moisture penetration to at least 6" into prepared soil.7. All sod in sodded area shall be handled and laid in a high standard workmanship manner. All ends, joints, and cuts shall fit tightly so that there are no voids and the final appearance isone of a continuous lawn. Sections of sod less than 18" long or 9" wide shall not be used.8. No sod area will be accepted until approved by the Landscape Architect.E. Hydroseed TurfHydroseed all areas designated as 'Hydroseed Turf'. See Planting Detail Sheet for type and quality of seed mix, fertilizer and additional amendments.1. Applicationa. Equipment: Hydraulic equipment used for the application of the fertilizer, seed, and fiber pulp, shall be of the 'Super Hydro-Seeder' type as approved by the LandscapeArchitect. This equipment shall have a built in agitator and operating capacity sufficient to agitate, suspend, and homogeneously mix slurry containing not less than40lbs. of fiber mulch plus a combination of 7lbs. fertilizer solids for each 100 gallons of water. The slurry distribution lines shall be large enough to prevent stoppageand shall be equipped with a set of hydraulic spray nozzles which shall place the slurry tank and spray nozzle within sufficient proximity to be seeded.b. Preparation: The slurry shall take place at the site of work and shall begin by adding water to the tank when the engine is at half throttle. When the water level hasreached the height of the agitator shaft, good circulation shall be established and at this time the seed shall be added. Fertilizer shall then be added, followed by fibermulch. The fiber mulch shall be added to the mixture after the seed and when the tank is at least one-third filled with water. All fiber mulch shall be added by the timethe tank is two-thirds to three-fourths full. Spraying shall commence immediately when tank is full.c. Application: Apply hydro mulch in the form of slurry consisting of wood cellulose fiber, seed, chemical additives, commercial fertilizer and water. When hydraulicallysprayed on the soil surface, the hydro mulching shall form a blotter like ground cover impregnated uniformly with seed and fertilizer and shall allow the absorption ofmoisture and rain fall and percolation to the underlying soil. Remove construction. Leave site broom-clean.II. GENERAL SLOPE PLANTINGThe Owner shall have a soil analysis made after completion of rough grading. The Contractor shall incorporate all soil amendments and fertilizers prescribed herein. The soil preparationspecified below shall be adjusted accordingly to the analysis after approval from the landscape architect.A.Planting Preparation1. Slope Texturinga. Cut Slopes: These surfaces shall be roughened in a horizontal direction following the contour of the slope. The roughened texture shall be made by hand raking orsimilar mechanical means.b. Fill Slopes: These surfaces shall be compacted and finished and also roughened in a horizontal direction following the contour of the slope. The roughened textureshall be made by hand raking or similar mechanical means.2. Weed Eradication Proceduresa. Manually remove all existing vegetation and dispose of it off-site.b.Fertilize all planting areas with fertilizer based on Soil Labs recommendations. (See Planting Detail Sheet). Add any and all soil amendments as required, per the soilanalysis. Begin watering process to activate fertilizer and additive chemicals.c. Watering all planting areas thoroughly and continuously for a period of two (2) consecutive weeks. The Landscape Architect shall approve specific watering durationand frequency program designed to germinate all residual weed seeds.d.Discontinue watering process for two (2) days, then apply recommendation by licensed applicator, if perennial weeds appear on the slopes. If annual weeds appear,use straight contact herbicide as per the pest control advisor's recommendations. No water shall be applied for a minimum of four (4) days following application ofcontact weed killer.e. Allow sufficient period of time to insure that all weeds are dead.f. Water all planting areas thoroughly and continuously for a period of three (3) weeks. A shorter watering period may be permissible at the discretion of the LandscapeArchitect and/or the pest control advisor. Discontinue the watering process for one (1) day prior to the second application of the herbicide spraying. Re-apply thespraying operation with a straight contact weed killer, as per the pest control advisor's recommendations. Allow a minimum of four days without irrigation, for effectiveweed kill.g. Clear all desiccated weeds from the slopes to the finished grade.h. Water all planting areas on the regular irrigation controller schedule for three (3) consecutive days prior to the hydro seeding application.i. Then allow planting area soil surface to dry for one (1) day only. Care must be taken not to allow the soil surface to be super-saturated with water prior to the hydroseeding installation. At the same time, the soil surface should not be dry. There should be some residual moisture within the first ½" of soil surface.j. Begin the hydro seeding operation in all areas, as specified.3. PlantingPlant trees and shrubs as called out where individuated on Planting Plan and as detailed on Planting Detail Sheet. Substitutions of plants will not be accepted unless approved in writingby Landscape Architect. Install planting tablets as called for in legend. Plant all container grown plants in planting pits two (2) times wider and two (2) times deeper than the container.Thoroughly mix the specified materials found in the soil analysis and those specified in the Planting Detail Sheet, with the site soil, prior to backfilling of planting pits.4. Planting Tablets (See P________________)5. ________________________6. ApplicationRefer to Hydro seed Lawn Notes for application.III.GENERAL NOTESA.Clean-Up1. After all installation operations have been completed, remove all rubbish, excess soil, empty plant container and trash from the side daily. All scars, ruts or other marks in the areacaused by this work shall be repaired and the ground left in a neat, orderly condition. Leave site in broom-clean condition at the end of each working day. Hose down all paved areas,including walks and patios upon completion of all work.B. Maintenance1. The Contractor shall maintain during installation a sufficient number of men and adequate equipment to perform the work herein specified. Plant maintenance work shall consist ofapplying water , weeding caring of plants, including ground covers, shrubs, vines and trees, edging and moving of lawns, fertilizing control of pests and diseases, and maintainingwalks free of debris and dirt. Upon completion of each area of installation, the Contractor, Landscape Architect and Owner shall conduct an inspection of completed area, along withthe Owner's maintenance representative. At this time, a list of corrections, if any, shall be made which are the responsibilities of the contractor.2. After all work has been completed, inspected and accepted, all areas will be maintained for a period of ninety (90) calendar days or as long as is necessary to establishthriving trees, shrubs, turf and ground cover without bare spots.3. Keep all areas weed-free, adequately watered, and neatly cultivated for the ninety (90) day period. Remove all debris from site and keep the entire site broom-clean. Mowturf areas weekly. Hydro seeded turf areas shall be irrigated after the slurry mulch has been applied and allowed to set for one (1) day. The soil surface must be kept moistat all times during the germination period to avoid desiccation of seedlings.4. Re-seed all bare spots in turf areas at two (2) week intervals and maintain until an even stand of turf, without bare spots, is obtained. Re-seed all slope areas that fail togerminate evenly. Repair all eroded surfaces at no cost to the Owner.5. Damage to any planted area shall be repaired immediately. Depressions caused by vehicles or foot traffic shall be filled with topsoil, leveled and replanted. Exterminategophers, moles and repair damage.6. The project shall be so cared for that a neat, clean, condition will be presented at all times to the satisfaction of the Owner and Landscape Architect. The LandscapeContractor shall be expected to make a minimum of one weekly visit for maintenance purposes.7. At the end of the maintenance period, all areas that have been planted shall be fertilized with commercial fertilizer, analysis and rate of application shall be per the soilsreport.8. The Contractor shall request a final site visit seven (7) days prior to the end of the maintenance period. This request shall be written and directed to the Owner and theLandscape Architect. Upon written acceptance of the project, the Contractor shall be relieved of any further maintenance.C.GuaranteeAll turf, hand-planted and hydro seed ground cover, and shrubs shall be guaranteed to live and grow to a period of ninety (90) days after installation and acceptance by theOwner. Trees shall be guaranteed for one year. Any material that fails to grow through the specified maintenance and guarantee period shall be replaced by the Contractor atno cost to the Owner.D.Observation1. Observation visits specified herein shall be made by the Landscape Architect at least two (2) working days in advance of the time that the observation is requested.2. Observation visits are suggested for the following parts of the work:a. Upon completion of grading and soil conditioning prior to planting.b. When trees are spotted for planting, but before planting holes are excavated.c. Written acceptance of the project to release the Contractor from further maintenance shall occur after Final Observation with the Owner of his representative at the endof the maintenance period.E. Verification of Dimensions1. All scaled dimensions are approximate. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions and quantities, and shall immediately notify theLandscape Architect of any discrepancy between the drawings and/or specifications and actual conditions. No work shall be done in any are where there is such a discrepancy untilapproval for same has been given by the Landscape Architect.F. Utilities1. The Contractor shall be responsible for verifying the location of all underground utility lines prior to any construction, so that proper precautions may be taken no to damage such lineand plant locations, promptly notify the Landscape Architect who will arrange for relocations of one or the other. Failure to follow this procedure places upon the Contractor theresponsibility for at his own expense, making any and all repairs for damages resulting from his work.G.Existing Trees1. Contractor is to insure the preservation of any existing trees on the site. Damage of loss of these trees will result in replacement of equal size by the Landscape Contractor.H.See Planting Detail Sheet for additional notes.PA2019-142ZONING ADMINISTRATOR 10/24/2019 - APPROVED (28 PAGES)
SHEETOF605 VIA LIDO SOUD, NEWPORT BEACH CA 92663CAMPBELL RESIDENCE123456NODATE PROJECT INFORMATION:7-15-19SHEET NUMBER SCALE JOB NO. DATE CHECKED DRAWNSHEET DESCRIPTIONDESIGNEDARMSA2022 ORCHARD DRIVENEWPORT BEACH, CA 92660T: (949)852 1727 F:(949) 852 8821MARK SCOTT ASSOCIATES, INCLANDSCAPE ARCHITECTURESTATE LICENSE # 3400ALL DRAWINGS, DESIGNS AND WRITTENMATERIAL APPEARING HEREIN CONSTITUTE THEORIGINAL AND UNPUBLISHED WORK OF MARKSCOTT ASSOCIATES AND THE SAME SHALL NOTBE DUPLICATED, USED, OR ASSIGNED TO ANYTHIRD PARTY WITHOUT THE WRITTEN CONSENTOF MARK SCOTT ASSOCIATES.11LL-1NORTHLIGHTINGPLAN(L.V.)113/16"=1'-0"PA2019-142ZONING ADMINISTRATOR 10/24/2019 - APPROVED (28 PAGES)
ALL RIGHTS RESERVED C COPYRIGHT 2004THE PRIOR WRITTEN CONSENT OF SOUTH COAST ARCHITECTSANY OTHER PURPOSE OR DISCLOSED TO OTHERS WITHOUTTHIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FORFOR THE LIMITED PURPOSE OF EVALUATION, BIDDING ORSOUTH COAST ARCHITECTS AND IS FURNISHED IN CONFIDENCETHIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TODate:Drawn By:Scale:Job:Job No.:Sheet:CAMPBELLJOB#18008RESIDENCEPLANNING DEPARTMENT REVISIONS108-15-2019-605-PA2019-142ZONING ADMINISTRATOR 10/24/2019 - APPROVED (28 PAGES)
A/CA/CALL RIGHTS RESERVED C COPYRIGHT 2004THE PRIOR WRITTEN CONSENT OF SOUTH COAST ARCHITECTSANY OTHER PURPOSE OR DISCLOSED TO OTHERS WITHOUTTHIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FORFOR THE LIMITED PURPOSE OF EVALUATION, BIDDING ORSOUTH COAST ARCHITECTS AND IS FURNISHED IN CONFIDENCETHIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TODate:Drawn By:Scale:Job:Job No.:Sheet:CAMPBELLJOB#18008RESIDENCEPLANNING DEPARTMENT REVISIONS108-15-2019-605-PA2019-142ZONING ADMINISTRATOR 10/24/2019 - APPROVED (28 PAGES)
ALL RIGHTS RESERVED C COPYRIGHT 2004THE PRIOR WRITTEN CONSENT OF SOUTH COAST ARCHITECTSANY OTHER PURPOSE OR DISCLOSED TO OTHERS WITHOUTTHIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FORFOR THE LIMITED PURPOSE OF EVALUATION, BIDDING ORSOUTH COAST ARCHITECTS AND IS FURNISHED IN CONFIDENCETHIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TODate:Drawn By:Scale:Job:Job No.:Sheet:CAMPBELLJOB#18008RESIDENCEPLANNING DEPARTMENT REVISIONS108-15-2019-605-PA2019-142ZONING ADMINISTRATOR 10/24/2019 - APPROVED (28 PAGES)
ALL RIGHTS RESERVED C COPYRIGHT 2004THE PRIOR WRITTEN CONSENT OF SOUTH COAST ARCHITECTSANY OTHER PURPOSE OR DISCLOSED TO OTHERS WITHOUTTHIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FORFOR THE LIMITED PURPOSE OF EVALUATION, BIDDING ORSOUTH COAST ARCHITECTS AND IS FURNISHED IN CONFIDENCETHIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TODate:Drawn By:Scale:Job:Job No.:Sheet:CAMPBELLJOB#18008RESIDENCEPLANNING DEPARTMENT REVISIONS108-15-2019-605-PA2019-142ZONING ADMINISTRATOR 10/24/2019 - APPROVED (28 PAGES)
ALL RIGHTS RESERVED C COPYRIGHT 2004THE PRIOR WRITTEN CONSENT OF SOUTH COAST ARCHITECTSANY OTHER PURPOSE OR DISCLOSED TO OTHERS WITHOUTTHIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FORFOR THE LIMITED PURPOSE OF EVALUATION, BIDDING ORSOUTH COAST ARCHITECTS AND IS FURNISHED IN CONFIDENCETHIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TODate:Drawn By:Scale:Job:Job No.:Sheet:CAMPBELLJOB#18008RESIDENCEPLANNING DEPARTMENT REVISIONS108-15-2019-605-PA2019-142ZONING ADMINISTRATOR 10/24/2019 - APPROVED (28 PAGES)
ALL RIGHTS RESERVED C COPYRIGHT 2004THE PRIOR WRITTEN CONSENT OF SOUTH COAST ARCHITECTSANY OTHER PURPOSE OR DISCLOSED TO OTHERS WITHOUTTHIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FORFOR THE LIMITED PURPOSE OF EVALUATION, BIDDING ORSOUTH COAST ARCHITECTS AND IS FURNISHED IN CONFIDENCETHIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TODate:Drawn By:Scale:Job:Job No.:Sheet:CAMPBELLJOB#18008RESIDENCEPLANNING DEPARTMENT REVISIONS108-15-2019-605-PA2019-142ZONING ADMINISTRATOR 10/24/2019 - APPROVED (28 PAGES)
ALL RIGHTS RESERVED C COPYRIGHT 2004THE PRIOR WRITTEN CONSENT OF SOUTH COAST ARCHITECTSANY OTHER PURPOSE OR DISCLOSED TO OTHERS WITHOUTTHIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FORFOR THE LIMITED PURPOSE OF EVALUATION, BIDDING ORSOUTH COAST ARCHITECTS AND IS FURNISHED IN CONFIDENCETHIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TODate:Drawn By:Scale:Job:Job No.:Sheet:CAMPBELLJOB#18008RESIDENCE-605-PA2019-142ZONING ADMINISTRATOR 10/24/2019 - APPROVED (28 PAGES)
PA2019-142ZONING ADMINISTRATOR 10/24/2019 - APPROVED (28 PAGES)