MUP 2021-0026 Jewel at PGA West Model Home Complex (01.04.2022)
January 4, 2022
Mr. Robert Richards
WPG La Quinta
27271 Las Ramblas, Suite 100
Mission Viejo, CA
SUBJECT: MINOR USE PERMIT 2021-0026 JEWEL AT PGA WEST MODEL
HOME COMPLEX
Dear Mr. Richards:
The City of La Quinta Design and Development Department has reviewed and
approved Minor Use Permit 2021-0026, for a model home complex site with
temporary parking for the Jewel at PGA West development, per La Quinta Municipal
Code Section 9.60.240 Model home complexes, subject to the information on file
and attached and the following conditions of approval:
1. The model home site shall be permitted to remain for two (2) years, beginning
from the date of this approval, unless a time extension is applied for and
granted by this Department. The Design and Development Director may
extend the permit for up to one year, upon written request from the property
owner. No fee will be charged to extend this permit.
2. The following advertising devices or activities are expressly prohibited within
or outside the project: banners, balloons, portable trailer signs, or human
indicators/sign twirlers. Permitted signage can be found in LQMC Section
9.60.240.
3. The applicant shall receive Precise Grading and Building permit approval for
this project. Additional permits from the Design and Development
Department may be required.
4. Final Landscape Plan approval shall be required for installation of
landscaping. Plan will require approval from Coachella Valley Water District.
5. 3-feet clearance: Fire hydrants and other Fire Protection Equipment shall be
provided with a minimum 3-feet radius clearance around the circumference of
the device. (CFC 507.5.5, 509.2.1 & 912.4.2)
6. Requests for installation of traffic calming designs/devices on fire apparatus
access roads shall be submitted and approved by the Office of the Fire
Marshal. Ref. CFC 503.4.1
7. Construction Permits Fire Department Review: Submittal of construction plans
to the Office of the Fire Marshal for development, construction, installation
and operational use permitting will be required. Final fire and life safety
conditions will be addressed when the Office of the Fire Marshal reviews these
plans. These conditions will be based on occupancy, use, California Building
Code (CBC), California Fire Code, and related codes, which are in effect at the
time of building plan submittal.
8. Residential Fire Sprinklers: Residential fire sprinklers are required in all one
and two-family dwellings per the California Residential Code (CRC). Plans must
be submitted to the Office of the Fire Marshal for review and approval prior to
installation. Ref. CRC 313.2
9. Any building, structure, facility, complex or improved area, or portions
thereof, which are used by the general public shall be provided barrier free
design to ensure that these improvements are accessible to and usable by
persons with disabilities. Plans shall fully detail how the proposed model
complex can be approached, entered and used in compliance with the
California Accessibility Standards as applicable in Title 24 Chapter 11B and per
Federal ADA Regulations.
The City may elect to add Conditions to this application request to mitigate any
problems that arise not previously addressed herein. If you have any questions,
please contact me at (760) 777-7069.
Sincerely,
Carlos Flores
Senior Planner
EACSLUFOEEHSNTREBMYSSVERI NOIWARDBNTADESTEEHSLTEHSE TITEEEDOLEVPREAITOCSSAS(909) 949-6159 / fax (909) 985-3405Upland, California 91786-4297eECTPROJdnaL1793 W. Arrow Highwaypecsa ticrAh stcPROFESSIONALNDIES GPC#DATE:1212-15-2021(949) 348-8162 (909) 348-8163 FAXMISSION VIEJO, CA. 9269127271 LAS RAMBLAS SUITE 100WOODBRIDGE PACIFIC GROUPJEWELAT PGA WEST CONDOLA QUINTA, CA. TRACT# 36537-112/15/2021ATT: BOB RICHARDSBRICHARDS@WOODBRIDGEPACIFIC.COMMODEL HOMESLANDSCAPE PLAN1S.C.SHEETTITLEARCHITECTWOODBRIDGE PACIFIC27271 LAS RAMELAS, SUITE 100MISSION VIEJO, CA. 92691ATT: BOB RICHARDSBOBRICHARDS@WOODBRIDGEPACIFIC.COM(949) 348-8162 (949) 348-8163 FAXVICINITY MAPPlans Prepared For:ENGINEERLandscape Plans For:SHEET INDEXLOCATION MAPPLAN DATE IDENTIFIERTHESE PLANS LAST MODIFIEDDECEMBER 15, 2021MSA CONSULTING, INC.34200 Bob Hope Drive, Rancho Mirage, CA 92270760-320-9811JEWEL36537-1APN 694-190-07080340 AND 80352, SIGNATURE WAY, LA QUINTA, CA.PROFESSIONAL DESIGN ASSOCIATES, JAMIE WALTON, 909-949-6159XX28.63028.63009.79.3900.2619.35XXXX12/15/2021I have complied with the criteria of the ordinance and have appliedthem accordingly for the efficient use of water in the irrigationdesign plan.Jamie Walton RLA #4113 . Signature Date12/15/2021 SignatureJEWELAT PGA WESTLA QUINTA, CA. TRACT# 36537-1MODEL HOMESLANDSCAPE PLANHANNOUCHE ARCHITECTS20250 SW Acacia street,Suite #145Newport Beach, CA 92660hannouchearchitects.comTITLE SHEET..............................................................................................................1UTILITY PLAN............................................................................................................2CONSTRUCTION PLANS ............................................................................3CONSTRUCTION DETAILS.................................................................4-5CONSTRUCTION SPECIFICATIONS................................................6IRRIGATION PLANS .........................................................................................7IRRIGATION DETAILS ....................................................................................8IRRIGATION SPECIFICATIONS..............................................................9PLANTING PLAN ...............................................................................................10PLANTING DETAILS ....................................................................................11PLANTING SPECIFICATIONS .............................................................12N0LOT 22LOT 232LW13463%TOTAL214 100%LOT 22 1MWD (INDIVIDUAL EMITTERS)8037%LOT 222LW498 71%704 100%TOTALLOT 231MWD (INDIVIDUAL EMITTERS)206 29%LOT 23BJEWEL AT PGA WESTBOB RICHARDS (949)445-4612rrichards@woodbridgepacific.comPROJECT MANAGERWOODBRIDGE PACIFIC GROUPMISSION VIEJOCA27271 LAS RAMELAS, SUITE 10092691 (949)348-8163BN/ALOT 22: 80340 KIAWAH ISLANDLOT 23: 80352 KIAWAH ISLANDSIGNATURE WAYSIGNATURE WAYROYAL OAKS WAYROYAL OAKS WAYPLATINUM WAYPLATINUM WAYCHAMPIONS WAY
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ISLEWORTH23184510679121114131517575458565547504849515221202523242726302829313233344446454342384140393736869291908988878485828379818061626463656871697073727574767778121210111316141718192021242223272528342930323335LOT 9738LOT 93131LOT 941983516363779856431522676626315953LOT OLOT 96LOT 95PGA BOULEVARDPGA BOULEVARDPGA BOULEVARD601PGA BOULEVARDREDSTONE WAYREDSTONE WAYKIAWAH ISLANDLOT 95WHISPER ROCK WAYPLATINUM WAY39PLATINUM WAYPROJECTSITEMAINTENANCE SCHEDULE:GENERAL NOTES1. CONTROL ALL HARMFUL DISEASES AND PESTS. ALL CHEMICAL APPLICATIONS MUST BE PER STATE LICENSEDADVISORS AND APPLICATIONS.2. PRUNING SHALL BE DONE TO KEEP PLANTS WITHIN SPECIAL LIMITATIONS, REMOVAL OF DEADWOOD,CROSS-BRANCHING, ETC., PER INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA) STANDARDS. TREES ARE TOBE ALLOWED TO GROW TO THE DESIGNED SIZE TO PROVIDE MAXIMUM SHADING OF PAVED AREAS.3. WATER SHALL BE APPLIED FOR OPTIMUM PLANT HEALTH WITHOUT EXCESSIVE GROWTH THAT WILL NEEDCONSTANT PRUNING. ADJUST CONTROLLERS PER CURRENT CALIFORNIA IRRIGATION MANAGEMENTINFORMATION SYSTEM (CIMIS) DATA (805) 644-4921.4. ALWAYS REPLACE IRRIGATION EQUIPMENT WITH THE SAME KIND, OR EQUIPMENT WITH A MATCHINGPRECIPITATION RATE.5. BACKFLOW DEVICE SHALL BE TESTED AND CERTIFIED AS REQUIRED BY THE UTILITY PURVEYOR.6. INSPECT TREE SUPPORTS FREQUENTLY, AND REMOVE AS SOON AS THE PLANTS WILL STAND WITHOUT SUPPORTAND WILL BE ABLE TO RESIST WIND DAMAGE. NEVER ALLOW SUPPORT MATERIALS TO GIRDLE THE TRUNK ORBRANCHES.7. LANDSCAPE IRRIGATION SHALL BE SCHEDULED DURING THE NIGHT OR EARLY MORNING HOURS.8. A REGULAR MAINTENANCE SCHEDULE SHALL INCLUDE CHECKING, ADJUSTING, AND REPAIRING THE IRRIGATION;AERATING AND DE-THATCHING TURF AREAS; REPLENISHING MULCH; FERTILIZING; PRUNING; WEEDING; ANDREMOVING LITTER IN ALL LANDSCAPED AREAS.WEEKLY / BI WEEKLYTRIM GRASS . PICK UP LITTER & TRIM ANY DEAD PLANT MATERIAL. FIX ANY PLANT & OR IRRIGATION ISSUESNOTICEABLE TO THE NAKED EYE.FOUR TIMES A YEARTURN ON ALL VALVES IN IRRIGATION SYSTEM MANUALLY. CHECK FOR BROKEN EQUIPMENT & REPLACE WITHORIGINALLY SPECIFIED EQUIPMENT.TWICE A YEARREPLENISH GROUND COVER MULCH IN BARE AREAS AND PRUNE SHRUBS & TREES ONLY AS NEEDED. BEST TIMESTO PRUNE TREES ARE IN SEPTEMBER-MARCH.
2'-4"2'-4"2'-4"2'-4"2'-6"2'-8"2'-6"
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2'-0"AA 22303'-0"KITCHENDININGMASTERBEDROOM MASTERBATH W.I.C.LAUNDRY/CRAFTSPWDR2-CAR GARAGEKITCHENLIVING2-CAR GARAGELIVINGMASTERBATH PWDRW.I.C.MASTERBEDROOM LAUNDRYBEDROOM 2DININGLOT 23PLAN 1BLOT 22SALES OFFICEPLAN 2CEEE3/4" ELEC. CONDUITBURY 18" DEEP MN.,(2) #12 & (1) #12GNOTE:WOODBRIDGE TO PROVIDE EXTERIORRECEPTACLE CONTROLLED BY INTERIORSWITCH FOR STRING LIGHTS.EELECTRICAL LINEOUTDOOR GFCIRECEPTICALUTILITY LEGENDSYM.DESCRIPTION(SEPARATE PERMIT REQUIRED)EACSLUFOEEHSNTREBMYSSVERI NOIWARDBNTADESTEEHSLTEHSE TITEEEDOLEVPREAITOCSSAS(909) 949-6159 / fax (909) 985-3405Upland, California 91786-4297eECTPROJdnaL1793 W. Arrow Highwaypecsa ticrAhstcPROFESSIONALNDIES GPC#DATE:1212-15-2021(949) 348-8162 (909) 348-8163 FAXMISSION VIEJO, CA. 9269127271 LAS RAMBLAS SUITE 100WOODBRIDGE PACIFIC GROUPJEWELAT PGA WEST CONDOLA QUINTA, CA. TRACT# 36537-112/15/2021ATT: BOB RICHARDSBRICHARDS@WOODBRIDGEPACIFIC.COMMODEL HOMESLANDSCAPE PLAN1"=10's.c.UTILITY PLAN2N
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8'-0"CONSTRUCTIONN NOTES:1. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO ALL APPLICABLE GOVERNING CODES AND ORDINANCES.2. STRUCTURAL WALL DETAILS PER SEPARATE PERMIT.3. ALL WALLS/FENCES BETWEEN INTERIOR PROPERTIES SHALL BE LOCATED CENTERED BETWEEN THE BUILDINGS UNLESS OTHERWISE SHOWN. PERIMETER WALL TO BE LOCATED AS SHOWN ON PLAN.4. REFER TO CIVIL GRADING PLAN FOR VERTICAL CONTROLS & GRADING INFORMATION5. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER/ BUILDEROR OWNER'S REPRESENTATIVE AND THE LANDSCAPE ARCHITECT.6. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION METHODS BRACING, TEMPORARY SUPPORTS, SHORING, ETC. AND FOR SAFETY CONDITIONS AT THE WORK SITE. OBSERVATION VISITS TO THEJOB SITE BY THE LANDSCAPE ARCHITECT/ OWNER DO NOT INCLUDE INSPECTION OF CONSTRUCTION PROCEDURES. THE VISIT SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED INSPECTIONS. THELANDSCAPE ARCHITECTURAL FIRM IS NOT LIABLE FOR CONSTRUCTION METHODS.7. SHOP DRAWINGS SHALL BE SUBMITTED BY THE CONTRACTOR FOR THE CLARIFICATION OF DESIGN CONCEPT DETAILS, IF REQUIRED BY OWNER OR GOVERNING AUTHORITY.8. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED CONSTRUCTED PRODUCT. THESE DOCUMENTS, ALTHOUGH PREPARED WITH CARE AND DILIGENCE, MAY CONTAIN ERRORS, OMISSIONS, CONTRADICTIONS,ETC. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS THOROUGHLY AND SHALL NOTIFY THE LANDSCAPE ARCHITECT OR OWNER IMMEDIATELY UPON ANY SUCH DISCOVERY OR DISCREPANCY. GOVERNING CODESSHALL THEN APPLY.9. ALL SCALE DIMENSIONS ARE APPROXIMATE. WRITTEN DIMENSIONS AND DETAILS TAKE PRECEDENCE OVER SCALED DIMENSIONS. THE CONTRACTOR SHALL CHECK AND VERIFY ALL SITE DIMENSIONS PRIOR TOPROCEEDING WITH WORK AND CLARIFY WITH OWNER OR LANDSCAPE ARCHITECT IF NECESSARY.10. DESIGN, MATERIAL, EQUIPMENT AND PRODUCTS OTHER THEN THOSE DESCRIBED OR INDICATED ON DRAWINGS MAY BE CONSIDERED FOR USE. APPROVAL FOR SUBSTITUTIONS SHALL BE OBTAINED FROM THE OWNER,THE LANDSCAPE ARCHITECT AND THE APPLICABLE CODE AUTHORITY.11. DURING WORK AND THROUGH ITS COMPLETION, THE CONTRACTOR SHALL KEEP THE SITE CLEAN TO THE SATISFACTION OF THE OWNER.12. DIMENSIONS GIVEN FROM THE BUILDINGS ARE GIVEN FROM THE FACE OF THE EXTERIOR WALL. DIMENSIONS TO LANDSCAPE WALLS, FENCES ARE GIVEN TO THE CENTER OF WALL. DIMENSIONS GIVEN FROM CURBS AREFROM THE FACE OF CURB.1"=10'3S.C.EACSLUFOEEHSNTREBMYSSVERI NOIWARDBNTADESTEEHSLTEHSE TITEEEDOLEVPREAITOCSSAS(909) 949-6159 / fax (909) 985-3405Upland, California 91786-4297eECTPROJdnaL1793 W. Arrow Highwaypecsa ticrAhstcPROFESSIONALNDIES GPC#DATE:1212-15-2021(949) 348-8162 (909) 348-8163 FAXMISSION VIEJO, CA. 9269127271 LAS RAMBLAS SUITE 100WOODBRIDGE PACIFIC GROUPJEWELAT PGA WEST CONDOLA QUINTA, CA. TRACT# 36537-112/15/2021ATT: BOB RICHARDSBRICHARDS@WOODBRIDGEPACIFIC.COMMODEL HOMESLANDSCAPE PLANCONSTRUCTIONPLANDETAIL XX-XSHEET#1 N/A ASPHALT & PARKING SPACES BY WOODBRIDGE.2 4-A NATURAL CONCRETE WALKWAY AND ENTRY PADWITH TOP CAST FINISH, SCORED AS SHOWN.xGCP: 05 POWDER BLUE VIOLET.3 N/A TRUNCATED DOME.4 N/A AWNING / TEMPORARY SALES OFFICE OVERHEAD.(BY OTHERS)5 4-B TEMPORARY TUBULAR STEEL TRAP FENCE WITHPEDESTRIAN GATE.6 4-A NATURAL CONCRETE PATIO WITH TOP CAST FINISH,SCORED AS SHOWN.xGCP: 05 POWDER BLUE VIOLET.xSWB: TBD.7 4-F MOBILE PROPANE FIRE PIT. LOCATE SWITCH TOWARDS EAST WALL.8 4-D SYNTHETIC TURF.xIMPERIAL: IMPERIAL RYE 66.9 4-C DECORATIVE LASER CUT METAL PANEL.10 5-G WATER FOUNTAIN.11 4-E MOBILE BBQ PROPANE GRILL.12 5-I STRING LIGHTS: STRENGTHEN WITH CABLE WIRE.BRIGHTECH: AMBIENCE PRO, BLACK..13 N/A PRODUCTION DRIVEWAY, ENTRY WALKWAY & PORCH PER SEPARATE PLAN. (BY OTHERS)14 N/A PRODUCTION WALL & GATE PER SEPARATE PLAN. (BY OTHERS)15 N/A PRODUCTION RETAINING WALL PER SEPARATE PLAN. (BY OTHERS)16 N/A PUBLIC SIDEWALK PER SEPARATE PLAN. (BY OTHERS)17 5-H MOBILE BBQ PELLET GRILL.18 5-J FLAGSTONE STEPPERS ON INDIVIDUAL SUB-BASES19 N/A CONSTRUCTION GATE (BY OTHERS)20 N/A CONSTRUCTION FENCE (BY OTHERS)DESCRIPTION#DETAILCONSTRUCTION LEGEND:DETAILLETTERCOLOR/FINISH:xCONTRACTOR SHALL CONFIRM WITH LANDSCAPE ARCHITECTBEFORE FINAL INSTALLATION.N
4S.C.EACSLUFOEEHSNTREBMYSSVERI NOIWARDBNTADESTEEHSLTEHSE TITEEEDOLEVPREAITOCSSAS(909) 949-6159 / fax (909) 985-3405Upland, California 91786-4297eECTPROJdnaL1793 W. Arrow Highwaypecsa ticrAhstcPROFESSIONALNDIES GPC#DATE:1212-15-2021(949) 348-8162 (909) 348-8163 FAXMISSION VIEJO, CA. 9269127271 LAS RAMBLAS SUITE 100WOODBRIDGE PACIFIC GROUPJEWELAT PGA WEST CONDOLA QUINTA, CA. TRACT# 36537-112/15/2021ATT: BOB RICHARDSBRICHARDS@WOODBRIDGEPACIFIC.COMMODEL HOMESLANDSCAPE PLANCONSTRUCTIONDETAILSTYPICAL FLAT WORKSCALE: 12"=1'-0"BNOTE1. SEE CONCRETE NOTES FOR EXPANSION AND CONTROL JOINTSTANDARDS.1. FINISH GRADE, 2" CLR. @ SHRUB AREA, 1" CLR. @ TURF, TYP.2. 1/2" RADIUS, ALL EXPOSED EDGES, TYP.3. CONCRETE PAVING SEE SHEET 3 FOR COLOR AND FINISH.4. #3 REBAR.5. TOOLED CONTROL JOINT.6. COMPACTED SUB-GRADE.7. BASE CONSISTS OF 2" OF 30+ FILL SAND.8. EXPANSION JOINT WITH ASPHALT FELT, OR APPROVED EQUAL.KEYA8"BCCONCRETE PAVING12543678AFFIRE PITSCALE: N.T.S.CMETAL PANELWELLINGTON SQUARE FIRE PITxITEM# 34828683xMODEL# 311459xPROPANE GASxIRON RING BURNERxCOLOR FINISH: CONCRETEx33.00 inches deep x 33.00 inches wide x24.00 inches highxAVAILABLE AT OVERSTOCK.COM.DSYNTHETIC TURFSCALE: N.T.S.KEY9"2"8'-0"O.C.18"MIN.38"2"4"5421NOTE31. 1" TOP, BOTTOM & TUBING RAILS.2. 5/8" SQUARE STEEL TUBINGPICKETS @ 4" O.C.3. 1" STEEL TUBING POST.4. CONCRETE FOOTING.5. FINISHED SURFACE.xTRAP FENCE COLOR TO BECHOSEN LATER BY LANDSCAPEARCHITECT OR OWNER.ETUBULAR STEEL TRAP FENCESCALE: 12"=1'-0"SCALE: 12"=1'-0"1. SYNTHETIC TURF - IMPERIAL RYE 66.2. WONDERFILL ANTI MICROBIAL INFILL.3. 6" MIN THICK LAYER OF CLASS 2 ROAD BASE. COMPACT TO 90% IN MAXIMUM2" LIFTS.4. COMPACTED NATIVE SUB-GRADE TO 90% COMPACTING.5. 2X6 COMPOSITE/PLASTIC HEADER BOARD.6. 16" LONG STAKES BY CONTRACTOR TO HOLD HEADER BOARD STRAIGHT INPLACE WHEN ADJACENT TO PLANTING AREAS.7. WHERE SYNTHETIC TURF IS ADJACENT TO CONCRETE SURFACE, SECUREHEADER BOARD TO SIDE OF CONCRETE WITH MASONRY SCREWS.8. GALVANIZED WOOD SCREW TO SECURE HEADER BOARD TO STAKE & 3" O.C.MIN TO SECURE TURF BACKING TO HEADER BOARD.9. ADJACENT LANDSCAPE MATERIALS.10. NATIVE SOIL.11. FINISHED GRADE.KEY1. INSTALL ALL TURF PRODUCTS ACCORDING TO THE MANUFACTURERS INSTRUCTIONS.2. USE ONLY "TURF CLAW" GLUE & SEAM TAPE TO JOIN TURF PIECES.3. ALLOW SEAMS TO CURE FOR 2 HOURS MINIMUM ON A SOLID FLAT MATERIAL BEHINDTHE SEAM AND FILLED SAND BAGS CONTINUOS EDGE TO EDGE ALONG THE ENTIRESEAM TO PROVIDE PRESSURE.4. STRETCH TURF & SECURE TO HEADER BOARD DURING THE HEAT OF THE DAY TOALLOW FOR MAXIMUM STRETCH OF THE TURF.5. NO NAILS, STAKES, STAPLES ETC ARE TO BE USED TO SECURE THE TURF DIRECTLYTO THE BASE.SYNTHETIC TURF NOTES:S123410S2156897115KEY1. METAL SCREEN PANEL: FINAL SIZE,PATTERN & COLOR FINISH T.B.D.2. MOUNTING OPTION: WELDED SQUARETUBE FRAME WTH EXTENDED TUBEFOR CONCRETE INSERT, ALUMINUM, BYARTISAN PANELS.3. CONCRETE FOOTING.4. FINISH GRADE.14EXAMPLE:72 - DANDELION COLOR:BRONZE HAMMERTON - T064-BR24FRONT VIEW33'-3"6'-6"27'-3"7'-0"MOBILE GRILL BBQSCALE: N.T.S.NAPOLEON ROGUE SE 625 RSIB PROPANE GAS GRILLWITH INFRARED REAR & SIDE BURNERSxMODEL: RSE625RSIBPSS-1xSIZE: 66" W X 25" D X 48.5" H; 200 LBS.xSTAINLESS STEEL.xAVAILABLE AT BBQGALORE.
EACSLUFOEEHSNTREBMYSSVERI NOIWARDBNTADESTEEHSLTEHSE TITEEEDOLEVPREAITOCSSAS(909) 949-6159 / fax (909) 985-3405Upland, California 91786-4297eECTPROJdnaL1793 W. Arrow Highwaypecsa ticrAhstcPROFESSIONALNDIES GPC#DATE:1212-15-2021(949) 348-8162 (909) 348-8163 FAXMISSION VIEJO, CA. 9269127271 LAS RAMBLAS SUITE 100WOODBRIDGE PACIFIC GROUPJEWELAT PGA WEST CONDOLA QUINTA, CA. TRACT# 36537-112/15/2021ATT: BOB RICHARDSBRICHARDS@WOODBRIDGEPACIFIC.COMMODEL HOMESLANDSCAPE PLANCONSTRUCTIONDETAILS5S.C.HSCALE: N.T.S.SCALE: 12"=1'-0"JMOBILE GRILL BBQCAMP CHEF WOODWIND WIFI 36-INCH PELLET GRILLWITH PROPANE SIDEKICK BURNER - PG36CLxMODEL ID # 3062788xSIZE: 69" W X 30" D X 49" H; 193 LBS.xFUEL TYPE: PELLETSxCONFIGURATION: FREESTADING PAINTED STEEL/STAINLESS STEEL.xAVAILABLE AT BBQGUYS.COMKISTRING LIGHTSSCALE: 12"=1'-0"GWATER FEATUREROOF FASCIA ON HOUSE56±8'-0"⅊KEY1. METAL SCREEN PANEL: FINAL SIZE,PATTERN & COLOR FINISH T.B.D.2. MOUNTING OPTION: WELDED SQUARETUBE FRAME WTH EXTENDED TUBEFOR CONCRETE INSERT, ALUMINUM,BY ARTISAN PANELS.3. CONCRETE FOOTING.4. FINISH GRADE.5. HOUSE WALL.6. STRING LIGHT. STRENGTHEN WITHCABLE WIRE. BRIGHTECH: AMBIENCEPRO, BLACK..4327'-3"7'-0"SIDE VIEW51HYDRANGEA LEAVES BIRDBATH FOUNTAINxSKU: CMNA1101xCAMPANIA ITEM# FT-248xWATER FEATURExCOLOR FINISH: TO BE SELECTED (14 PATINAS AVAILABLE)xTHIS FOUNTAIN HOLDS APPROXIMATELY 4 GALLONS OF WATER.xNOT RECOMMENDED FOR USE WITH REFILL KITS OR LED LIGHT KITSxPUMP INFORMATION: OEMPF140 - 140 GPH PUMP (6 FT. CORD LENGTH)xRECOMMENDED FOUNTAIN COVER: SMALL FTNCOV-SMx20.5"W X 30.25"H - 136 LBSxAVAILABLE AT WWW.PERIGOLD.COMFLAGSTONE STEPPERSSCALE: 12"=1'-0"KEY:NOTES / COLORS:
EACSLUFOEEHSNTREBMYSSVERI NOIWARDBNTADESTEEHSLTEHSE TITEEEDOLEVPREAITOCSSAS(909) 949-6159 / fax (909) 985-3405Upland, California 91786-4297eECTPROJdnaL1793 W. Arrow Highwaypecsa ticrAh stcPROFESSIONALNDIES GPC#DATE:1212-15-2021(949) 348-8162 (909) 348-8163 FAXMISSION VIEJO, CA. 9269127271 LAS RAMBLAS SUITE 100WOODBRIDGE PACIFIC GROUPJEWELAT PGA WEST CONDOLA QUINTA, CA. TRACT# 36537-112/15/2021ATT: BOB RICHARDSBRICHARDS@WOODBRIDGEPACIFIC.COMMODEL HOMESLANDSCAPE PLANCONSTRUCTIONPLAN6S.C. 16. MASONRY REINFORCING STEEL: STEEL SHALL BE DEFORMED BILLET STEELCONFORMING TO ASTM A-615 EXCEPT THAT 1/4" TIES MAY BE PLAIN BARS. WIREREINFORCEMENT SHALL CONFORM TO ASTM A-82.17. REBAR: ACCURATELY PLACE REINFORCING STEEL AS SHOWN ON THE DRAWINGSOR PER STRUCTURAL ENGINEER, POSITIVELY SECURED AND SUPPORTED, NOTEXCEEDING 200 BAR DIAMETERS. IN SUCH A MANNER THAT NO MOVEMENT OCCURSWHEN GROUT IS POURED. REINFORCING AND THE WIRES SHALL BE EMBEDDED IN THEGROUT. LENGTH OF LAPPED SPLICE SHALL BE A MINIMUM OF 40 BAR DIAMETERS FORTENSION, 30 BAR DIAMETERS FOR COMPRESSION, OR AS PER STRUCTURAL ENGINEERRECOMMENDATIONS. THE THICKNESS OF THE GROUT BETWEEN MASONRY UNITS ANDREINFORCING SHALL BE A MINIMUM OF 1/4" INCH FOR FINE GROUT AND 1/2 INCH MINIMUMFOR COURSE GROUT.18. FOOTINGS: CONCRETE FOOTINGS SHALL BE OF THE SIZE AND TYPE AS INDICATEDON DRAWINGS OR AS PER STRUCTURAL ENGINEER'S SPECIFICATIONS. EARTHFORMSMAY BE USED FOR FOOTINGS ONLY WHERE SOIL IS FIRM AND STABLE AND CONCRETEWILL NOT BE EXPOSED.19. WELDING: WELDING OF REINFORCHING STEEL SHALL CONFORM TO AWS D12-1 ANDREQUREMENTS OF THE AMERICAN WELDING SOCIETY.20. GROUTING: ALL MASONRY SHALL BE REINFORCED, GROUT SOLID ALL CELLS WHICHCONTAIN REBAR, BOLTS ETC. GROUT CELLS BELOW GRADE SOLID. ALLREINFORCEMENT, BOLTS ETC. IN MASONRY SHALL HAVE A MINIMUM GROUT COVERAGEOF 3/4".21. BELOW GRADE CONSTRUCTION: MASONRY CONTRACTOR SHALL BE RESPONSIBLEFOR BACKFILLING ALL WALLS TO GRADES PER PLAN (OR PER CIVIL ENGINEER), FINISHGRADE FOR RUNOFF SWALE BEHIND ALL WALLS, PERFORATED DRAIN LINESCOMPLETE AND CONNECTED TO DRAINAGE SYSTEM OR STREET, WATERPROOFING ALLWALLS BELOW GRADE AND ALL EXCAVATION NECESSARY FOR THE EXECUTION OFMASONRY WORK. FILL SOIL PER STRUCTURAL ENGINEER WALLS. ALL RETAINING WALLSSHALL BE ADEQUATELY SHORED DURING BACKFILL OPERATION.22. EXPANSION JOINTS: CONTRACTOR SHALL PROVIDE EXPANSION JOINTS ATCORNERS AND AT 30' - 0" ON CENTER OR AS REQURIED BY GOVERNING AGENCY.23. SURPLUS SOIL: MASONRY CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARINGALL 'SPOILS' OR SURPLUS SOIL ON SITE AS A RESULT OF MASONRY WORK.21. RETARDANT FINISH: CONCRETE SURFACE SHALL BE EXPOSED USING LITHACHROMECONCRETE SURFACE RETARDER OR APPROVED EQUAL. APPLY IN ACCORDANCE TO ALLSPECIFICATIONS AND RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURE,AGGREGATE FOR CONCRETE 60-40 PEA GRAVEL BLEND.22. COLORED CONCRETE: COLORS PER CONSTRUCTION PLAN OR FINISH SCHEDULE.COLORS SHALL BE OF THE INTEGRAL TYPE MANUFACTURED BY L.M. SCOFIELD COMPANYOR APPROVED EQUAL. SURFACES DIRECTED BY LANDSCAPE ARCHITECT SHALL BESEALED WITH LITHOCHROME COLORWAX OR APPROVED EQUAL. APPLY IN ACCORDANCETO ALL SPECIFICATIONS AND RECOMMENDED INSTALLATION PROCEDURESOFMANUFACTURE.23. STAMPED CONCRETE: CONTRACTOR SHALL INSTALL STAMP CONCRETE PATTERNSTO CONFORM TO ALL SPECIFICATIONS AND RECOMMENDED INSTALLATION PROCEDURESOF MANUFACTURE, AND SHALL USE MANUFACTURER'S RECOMMENDED PATTERNS,TOOLS AND FORMS. CONTRACTOR SHALL USE RUBBER STAMPS OR AS APPROVED BYLANDSCAPE ARCHITECT. COLOR HARDENER SHALL MATCH CONCRETE COLOR AND BEAPPLIED PER MANUFACTURE'S RECOMMENDATIONS RELEASE AGENTS, AS PER PLANS,SHALL BE APPLIED PER MANUFACTURER'S SPECIFICATIONS.24. CONCRETE SAMPLE: CONTRACTOR SHALL PROVIDE OWNER WITH A 2' x 2' SAMPLEOF ALL CONCRETE FINISHES & STAMP PATTERNS AS PER PLANS. SAMPLES SHALL BEPPROVED BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO POURING FLATWORK.25. CURING: CURE CONCRETE IN ACCORDANCE WITH REQUIREMENTS OF THECURRENT ACI MANUAL OF CONCRETE PRACTICE.26. POSITIVE DRAINAGE: CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERDRAINAGE, WITHOUT PONDING ON ALL CONCRETE SURFACES. ALL CONCRETEFLATWORK SHALL SLOPE MINIMUM 1% AWAY FROM BUILDINGS, WALLS ETC. IN THEDIRECTION OF SITE DRAINAGE.27. CONCRETE JOINTS: CONTRACTOR SHALL INSTALL JOINTS AS NOTED OR PERSTRUCTURAL ENGINEERS SPECIFICATIONS. CONCRETE WALKS (LESS THAN 8" - 0"): ATOOLED CONTROL JOINT, AT 1/4 DEPTH OF CONCRETE, SHALL BE PLACED 5' - 0"O.C. MAX., AT ALL CHANGES IN DIRECTION AND AT ALL INSIDE CORNERS. EXPANSIONJOINTS WITH PREMOLDED 3/8" ASPHALTIC JOINT OR ETHAFOAM FELT AS PER OWNER'SSPECIFICATIONS, SHALL BE PLACED 20' -0" O.C. MAX. CONCRETE PAVING: A TOOLEDCONTROL JOINT, AT 1/4 DEPTH OF CONCRETE, SHALL BE PLACED AT PLUS/MINUS 40 SQ.FEET MAXIMUM, ALL CHANGES IN DIRECTION AND AT ALL INSIDE CORNERS. EXPANSIONJOINTS WITH PREMOLDED 3/8" ASPHALTIC JOINT OR ETHAFOAM FELT AS PER OWNER'SSPECIFICATIONS, SHALL BE PLACED AT PLUS/MINUS 160 SQ. FT. MAX.28. ADJOINING EXISTING CONCRETE SURFACES: CONCRETE DESIGNATED ON PLANS TOMEET ALL EXISTING CONCRETE WALKS, DRIVEWAYS ETC. SHALL BE FLUSH AND INCLUDEAN EXPANSION JOINT BETWEEN THE SURFACES.29. DEFECTS: ALL DEFECTS IN CONCRETE WORK SHALL BE CORRECTED AT THECONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER.E. MASONRY NOTES1. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS,EQUIPMENT AND SERVICES TO CONSTRUCT MASONRY STRUCTURES INDICATED ONTHESE PLANS.2. PLAN VERIFICATION: THE CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPEARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS.3. LICENSE: THE MASONRY CONTRACTOR SHALL BE A C-29 CALIFORNIA LICENSEDMASONRY CONTRACTOR, OR A C-27 LICENSED LANDSCAPE CONTRACTOR IF MASONRY ISAPPURTENANT TO LANDSCAPE WORK.4. INTERNATIONAL BUILDING CODE: ALL MASONRY CONSTRUCTION SHALL CONFORMTO THE CURRENT EDITION OF THE INTERNATIONAL BUILDING CODE, MASONRY DESIGNMANUAL AND ALL APPLICABLE GOVERNING AGENCIES.5. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITECONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BENOTIFIED IMMEDIATELY OF ANY DISCREPANCIES.6. COORDINATION: CONTRACTOR SHALL COORDINATE WITH APPROPRIATE TRADES TOLOCATE PIPE SLEEVES, IRRIGATION, DRAINAGE, ELECTRICAL ETC., BENEATH OREMBEDDED IN MASONRY WALLS, BEFORE STARTING WORK.7. SOIL PREPARATION: ALL EXCAVATION, GRADING, COMPACTION, ETC. SHALL BE INACCORDANCE WITH RECOMMENDATIONS OF THE STRUCTURAL SOILS REPORT. ALLSOIL MODIFICATIONS SHALL BE UNDER THE DIRECTION OF A SOILS ENGINEER.8. ROCK AND SAND SPECIFICATIONS: SAND AND AGGREGATE FOR MASONRY SHALL BECLEAN NATURAL MATERIALS CONFORMING TO ASTM DESIGNATION C-144 AND C-404.9. WATER: WATER FOR CONCRETE SHALL BE CLEAN AND FREE FROM DELETERIOUSSUBSTANCES.10. CEMENT: CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO CURRENTREQUIREMENTS OF ASTM C-150, TYPE I OR TYPE II.11. CONCRETE BLOCK: MASONRY UNITS SHALL BE TYPE II UNITS CONFORMING TOASTM C-90 AND IN ADDITION THE REQUIREMENTS OF THE QUALITY CONTROL STANDARDSOF THE CONCRETE MASONRY ASSOCIATION OF CALIFORNIA. SIZE, TEXTURE & COLORSHALL BE SHOWN ON DRAWINGS.12. EXECUTION: LAY MASONRY IN STRAIGHT COURSES IN RUNNING BOND, TRUE TOPLANE AND PLUMB WITHIN 1/8 INCH IN 10 FEET. FACES OF MASONRY UNITS SHALL BE ALLIN ONE PLANE. MAKE HORIZONTAL AND VERTICAL MORTAR JOINTS 3/8 INCH THICK. TOOLALL JOINTS FLUSH. CUT UNITS WITH MASONRY SAW.13. MORTAR: MORTAR SHALL BE TYPE 'S' AND CONFORM TO ASTM C-270. UNIFORMLYMIX IN THE RATIO 1 PART PORTLAND CEMENT TO 1/2 PART HYDRATED LIME TO 3 PARTSSAND. MORTAR TO MATCH COLOR OF BLOCK OR PER PLAN.14. GROUT: GROUT SHALL BE A FLUID CONSISTENCY AND MIXED IN THE RATIO BYVOLUME, 1 PART CEMENT, 3 PARTS SAND, OR 1 PART CEMENT, 3 PARTS SAND, 2 PARTSPEAGRAVEL. GROUT SHALL ATTAIN A MINIMUM COMPRESSION STRENTH OF 2,000 P.S.I. @28 DAYS.15. COMPRESSIVE STRENGTH OF CONCRETE: ALL CONCRETE SHALL ATTAIN A MINIMUMCOMPRESSIVE STRENTH OF 2,000 P.S.I. AT 28 DAYS OR PER STRUCTURAL ENGINEER'SRECOMMENDATIONS WITH A SLUMP NOT TO EXCEED 4" CONFORMING WITH ASTM C-39.CONCRETE SHALL CONSIST OF A MINIMUM 5 SACK PORTLAND CEMENT/SAND/GRAVELMIX, CONFORMING WITH ASTM C-150.D. CONCRETE NOTES1. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS,EQUIPMENT AND SERVICES FOR THE INSTALLATION OF ALL CONCRETE FLATWORKINDICATED ON THESE PLANS.2. PLAN VERIFICATION: THE CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPEARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS.3. LICENSE: THE CONCRETE CONTRACTOR SHALL BE A C-8 CALIFORNIA LICENSEDCONTRACTOR, OR A C-27 LICENSED LANDSCAPE CONTRACTOR IF CONCRETE ISAPPURTENANT TO LANDSCAPE WORK.4. INTERNATIONAL BUILDING CODE: ALL CONCRETE CONSTRUCTION SHALL CONFORMTO THE CURRENT EDITION OF THE INTERNATIONAL BUILDING CODE AND ALL APPLICABLEGOVERNING AGENCIES.5. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITECONDTIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BENOTIFIED IMMEDIATELY OF ANY DISCREPANCIES.6. COORDINATION: CONTRACTOR SHALL COORDINATE WITH APPROPRIATE TRADES TOLOCATE PIPE SLEEVES, (IRRIGATION, DRAINAGE, ELECTRICAL ETC.), BENEATH OREMBEDDED IN CONCRETE BEFORE STARTING WORK.7. SOIL PREPARATION: ALL EXCAVATION, GRADING, COMPACTION, ETC. SHALL BE INACCORDANCE WITH RECOMMENDATIONS OF THE STRUCTURAL SOILS REPORT. ALLSOIL MODIFICATIONS SHALL BE UNDER THE SUPERVISION OF A SOILS ENGINEER.8. SUBGRADE: ALL SUBGRADE MATERIAL, SAND, CRUSHED AGGREGATE, ETC., ANDTHEIR COMPACTION SHALL BE PER STRUCTURAL SOILS ENGINEER SPECIFICATIONS.9. ROCK AND SAND SPECIFICATIONS: SAND AND AGGREGATE FOR CONCRETE SHALLBE CLEAN, NATURAL MATERIALS CONFORMING TO ASTM DESIGNATION C33.10. WATER: WATER FOR CONCRETE SHALL BE CLEAN AND FREE FROM DELETERIOUSSUBSTANCES.11. CEMENT: CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO CURRENT OFASTM C-150, TYPE 1 OR TYPE II. CEMENT SHALL BE OF THE SAME BRAND AND TYPE USEDTHROUGHOUT THE PROJECT.12. MIXING: PROPORTIONING AND MIXING OF CEMENT, AGGREGATE, ADMIXTURE ANDWATER TO ATTAIN REQURED PLASTICITY AND STRENGTH SHALL BE IN ACCORDANCEWITH THE CURRENT EDITION OF THE ACI MANUAL OF CONCRETE PRACTICE AND THE PCA"DESIGN AND CONTROL OF CONCRETE MIXTURES".13. COMPRESSIVE STRENGTH OF CONCRETE: ALL CONCRETE SHALL ATTAIN A MINIMUMCOMPRESSIVE STRENGTH OF 2,000 P.S.I. AT 28 DAYS WITH A SLUMP NOT TO EXCEED 4"CONFORMING WITH ASTM C-39. CONCRETE SHALL CONSIST OF A MINIMUM 5 SACKPORTLAND CEMENT/SAND/GRAVEL MIX, CONFORMING WITH ASTM C-150.14. CONCRETE FORMS: OWNER AND LANDSCAPE ARCHITECT SHALL APPROVE ALLCONCRETE FORMS PRIOR TO POURING FLATWORK. FORMS SHALL BE CONSTRUCTEDACCURATELY TO DIMENSIONS, PLUMB AND TRUE TO LINE AND GRADE. FORMS SHALL BESUBSTANTIAL, MORTAR TIGHT, BRACED AND TIED SO AS TO MAINTAIN POSITION ANDSHAPE DURING PLACING OF REINFORCING AND CONCRETE. FORMS SHALL BETHOROUGHLY CLEANED OUT BEFORE CONCRETE IS PLACED AND FORMS SHALL BEREMOVED WITHOUT DAMAGE TO CONCRETE. CARE SHALL BE TAKEN IN ALL DETAILS OFFORMING, SETTING, REINFORCING, MIXING AND PLACING ALL CONCRETE EXPOSED INFINISH WORK TO OBTAIN SMOOTH, EVEN SURFACES OF DENSE CONCRETE, AND CLEANSHARP INSIDE AND OUTSIDE CORNERS. FORMS SHALL REMAIN IN PLACE LONG ENOUGHTO ALLOW CONCRETE TO SETPROPERLY.15. CONCRETE REINFORCING STEEL: CONCRETE, AS INDICATED PER PLANS, WITHSTEEL SHALL BE GRADE 60, DEFORMED BILLET STEEL CONFORMING TO ASTM A-615.LOCATE IN CENTER OF POUR TYPICAL WITH 2' MINIMUM CLEAR ALL EDGES.16. WIRE MESH REINFORCEMENT: CONCRETE, AS INDICATED PER PLANS, TO HAVE 6 X 6#10 WELDED WIRE MESH OR STEEL AS REQUIRED BY STRUCTURAL ENGINEER. LOCATE INCENTER OR POUR TYPICAL WITH 2" MINIMUM CLEAR ALL EDGES.A. GENERAL NOTES1. BIDDING: IT SHALL BE THE OWNER'S RESPONSIBILITY IN INVITING AND OBTAININGBIDS, SETTING ITS PROVISIONS AND INSTRUCTIONS TO BIDDERS, SECURING THEIRBONDS AND WORKERS COMPENSATION INSURANCE CERTIFICATES, ETC. TO FULLYENSURE THE QUALITY AND TIMELY COMPLETION OF THE PROJECT.2. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS,EQUIPMENT AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL ELEMENTS ASSHOWN ON THE DRAWING AND SPECIFIED HEREIN.3. PLAN VERIFICATION: THE DRAWING AND SPECIFICATIONS REPRESENT THE FINISHCONSTRUCTION PRODUCT. THESE DOCUMENTS MAY CONTAIN ERRORS, OMISSIONS,CONTRADICTIONS, ETC. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS THROUGHLYAND SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER IMMEDIATELY UPON ANYSUCH DISCREPANCY. GOVERNING CODES SHALL THEN APPLY.4. LICENSE: THE CONTRATOR SHALL BE A CALIFORNIA LICENSED CONTRACTOR.5. INTERNATIONAL BUILDING CODE: ALL CONSTRUCTION WITHIN THESE DRAWINGSSHALL CONFORM TO THE CURRENT EDITION OF THE INTERNATIONAL BUILDING CODEAND ALL APPLICABLE GOVERNING CODES AND ORDINANCES.6. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITECONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BENOTIFIED IMMEDIATELY OF ANY DISCREPANCIES.7. DIMENSIONS: ALL SCALE DIMENSIONS ARE APPROXIMATE. WRITTEN DIMENSIONSON DETAILS AND PLANS TAKE PRECEDENCE OVER SCALED DIMENSIONS.8. METHODS OF CONSTRUCTION: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALLCONSTRUCTION METHODS, MEANS, SEQUENCES, PROCEDURES AND TECHNIQUES. THELANDSCAPE ARCHITECTURAL FIRM IS NOT LIABLE FOR CONSTRUCTION METHODS.9. UTILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THELOCATION OF ALL UNDERGROUND UTILITIES, ELECTRICAL CABLES, CONDUITS, ANDIRRIGATION LINES PRIOR TO ANY CONSTRUCTION, SO THAT PROPER PRECAUTIONS MAYBE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS.10. PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL OBTAIN, COORDINATE ANDPAY FOR ALL PERMITS, FEES AND AGENCY INSPECTIONS AS REQUIRED.11. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE SUBMITTED BY THE CONTRACTORFOR THE CLARIFICATION OF ALL DESIGN CONCEPT DETAILS, IF REQUIRED BY OWNDEROR GOVERNING AUTHORITY.12. LIABLE FOR DAMAGE: THE CONTRACTOR WHALL BE RESPONSIBLE FOR ANYDAMAGE CAUSED BY ITS OPERATIONS TO UTILITIES, PLANTING, CONSTRUCTION,PERSONS, PROPERTY, ETC. AND SHALL PROVIDE PROTECTIVE MEANS TO GUARDAGAINST DAMAGE.13. LIABLE FOR ENCROACHMENT: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANYENCROACHMENT ONTO ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SET-BACKSOR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED.14. SITE MAINTENANCE: CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN ANDFREE FROM RUBBISH AND DEBRIS. ALL DEBRIS SHALL BE REMOVED FROM SITE PERLOCAL CODE AND ORDINANCES.15. SAFETY: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAININGAND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION.16. MATERIALS: ALL MATERIAL AND EQUIPMENT SPECIFIED IN THESE DRAWINGS SHALLBE NEW AND IN PERFECT CONDITION WHERE INSTALLED. CONTRACTOR SHALL ALLOWAT LEAST 6-8 WEEKS FROM TIME OF PLACEMENT OF ORDER UNTIL DELIVERY ON ANYSPECIFIED ITEM UNLESS OTHERWISE NOTED ON PLANS.17. SUBSTITUTIONS: DESIGN, MATERIAL, EQUIPMENT AND PRODUCTS OTHER THANTHOSE DESCRIBED OR INDICATED ON DRAWINGS MAY BE CONSIDERED FOR USE.APPROVAL FOR SUBSTITUTIONS SHALL BE OBTAINED FROM THE OWNER AND LANDSCAPEARCHITECT. ALL SUBSTITUTIONS SHALL CONFORM TO LOCAL CODES AND ORDINANCES.18. GUARANTEE: ALL WORK PERFORMED BY CONTRACTOR SHALL BE GUARANTEED BYTHE CONTRACTOR FOR A PERIOD OF ONE YEAR FROM THE TIME OF COMPLETION ASDIRECTED BY OWNER, OR UNLESS OTHERWISE SPECIFIED HEREIN.C. DRAINAGE NOTES1. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS,EQUIPMENT AND SERVICES FOR THE INSTALLATION OF A SUBSURFACE DRAINAGESYSTEM.2. LICENSE: THE DRAINAGE CONTRACTOR SHALL BE A C-27 LICENSED LANDSCAPECONTRACTOR OR LICENSED PER APPROPRIATE LOCAL CODES.3. INTERNATIONAL BUILDING CODE: ALL DRAINAGE CONSTRUCTION SHALL CONFORMTO THE CURRENT EDITION OF THE INTERNATIONAL BUILDING CODE AND ALL APPLICABLEGOVERNING AGENCIES.B. FIELD OBSERVATIONS1. REQUIRED FIELD OBSERVATION WORK: THESE PLANS WERE PREPARED WITH THEUNDERSTADING THAT THE OWNER OF SAID PLANS WILL USE PROFESSIONAL DESIGNASSOCIATES TO PROVIDE 'FULL' CONTRACT SERVICES INCLUDING FIELD OBSERVATIONSERVICES DURING CONSTRUCTION, FAILURE TOUSE PROFESSIONAL DESIGNASSOCIATES TO PROVIDE AND COMPLETE THE FIELD OBSERVATION SERVICES SETFORTH HEREIN WILL SIGNIFICANTLY INCREASE THE MISINTERPRETATION OF THE INTENTOF THE DESIGN. UNAUTHORIZED MODIFICATIONS THERETO, AND FAILURE TO DETECTERRORS AND OMISSIONS IN THE PLANS AND SPECIFICATIONS BEFORE THEY BECOMECOSTLY MISTAKES BUILT INTO THE PROJECT. THEREFORE, IN THE EVENT THATPROFESSIONAL DESIGN ASSOCIATES IS OTHERWISE PRECLUDED FROM COMPLETINGTHE FIELD OBSERVATION SERVICES SET FORTH HEREIN, THE OWNER, OR SUBSEQUENTOWNER (INDIVIDUALS OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS WITHTHE PROJECT), AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND PROFESSIONALDESIGN ASSOCIATES AND THEIR CONSULTANTS FROM AND AGAINST ANY AND ALLCLAIMS.2. FIELD OBSERVATION COORDINATION: THE FOLLOWING OBSERVATIONS SHALL BEINITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOBSUPERINTENDENT). THE CONTRACTOR SHALL NOTIFY THE OWNER (JOBSUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY-EIGHT (48)HOURS IN ADVANCE OF ANY OBSERVATION. CONTINUED WORK WITHOUT OBSERVATIONOF THESE PHASES OF WORK IS AT THE CONTRACTOR'S RISK, WITH ANY REQUIREDCHANGES OR MODIFICATIONS TO BE AT CONTRACTOR'S EXPENCSE. THE OWNER (JOBSUPERINTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSEAND TIME OF THE OBSERVATION FORTY-EIGHT (48) HOURS IN ADVANCE.3. JOB SITE MEETINGS AND REQUIRED INSPECTIONS:A. PRE-JOB MEETING ON SITE - PRIOR TO COMMENCEMENT OF WORKB. DURING SOIL PREPARATION FOR PLANTING AND IRRIGATION.C. CONSTRUCTION STAKING AND LAYOUT OBSERVATION.D. ROUGH CONSTRUCTION PROGRESS OBSERVATION (FORMING, ETC.).E. AT COMPLETION OF SOIL PREPARATION.F. PRESSURE TEST IRRIGATION, MAINS AND LATERALS.G. COVERAGE OF IRRIGATION SYSTEM.H. COMPLETION OF WEED CONTROL.I. PLANT MATERIAL SPOTTING CHECK.J. GRADING CHECK PRIOR TO GROUNDCOVER.K. COMPLETION OF PLANTING.L. 30, 60 & 90-DAY MAINTENANCE INSPECTIONS.M. FINAL OBSERVATION/PROJECT CERTIFICATION.17. THICKNESS OF CONCRETE: ALL CONCRETE FLATWORK SHALL HAVE A MINIMUMTHICKNESS OF 4". ALL THICKENED EDGES FOR CONCRETE FLATWORK SHALL BE PERPLANS. A 1/2" RADIUS, OR PER PLANS, SHALL BE PROVIDED AT ALL EXPOSED EDGESAND/OR CORNERS.18. CONCRETE FINISH: FINISH COURSE SHALL BE BROUGHT TO THE PROPER GRADEAND TO A UNIFORM SURFACE. CONCRETE COLORS AND FINISHES WILL BE PERCONSTRUCTION PLAN. ALL NATURAL CONCRETE WITH MEDIUM BROOM FINISH.19. BROOM FINISH: BROOM FINISH (WHERE INDICATED ON DRAWINGS), AFTER FINISHTROWELING, DRAW THE FOLLOWING BROOM TYPES ACROSS PERPENDICULAR TOTRAFFIC FLOW OR IN THE DIRECTION AS INDICATED ON THE DRAWINGS. * FINE BROOM - FINE OR SOFT TEXTURED BRISTLES * MEDIUM BROOM - MEDIUM STIFF BRISTLES * HEAVY BROOM - COARSE OR STIFF BRISTLES20. ROCK SALT FINISH: APPLY ROCK SALT EVENLY OVER ENTIRE SURFACE JUST PRIORTO FINISH TROWELING. PRESS SALT INTO THE SURFACE WITH TROWEL OR ROLLER SOTHAT SALT IS EMBEDDED JUST BELOW SURFACE LEAVING THE TOPS OF THE CRYSTALSEXPOSED. ALLOW CONCRETE TO CURE. FINISH SHALL BE LIGHT, MEDIUM OR HEAVY PERDIRECTION OF LANDSCAPE ARCHITECT.4. APPROVALS / CERTIFICATIONS: THE CONTRACTOR SHALL INITIATE AND COORDINATETHROUGH THE OWNER ALL REQUIRED AGENCY APPROVALS. CONTRACTOR SHALLCOOPERATE WITH THE OWNER AND OWNER'S ENGINEER FOR LINE AND GRADEINSPECTION.5. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITECONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BENOTIFIED IMMEDIATELY OF ANY DISCREPANCIES.6. UTILITIES: CONTRACTOR SHALL LOCATE AND TAKE ALL PRECAUTIONS NECESSARYTO PREVENT UNDERMINING AND DAMAGE TO EXISTING UTILITIES.7. COORDINATION: CONTRACTOR SHALL COORDINATE WITH APPROPRIATE TRADES TOLOCATE PIPE (IRRIGATION, EXISTING DRAINAGE, ELECTRICAL, ETC.) INFRINGING WITHDRAIN AND DRAIN LINE LOCATIONS BEFORE STARTING WORK.8. TRENCHING: PIPE TRENCH SHALL BE EXCAVATED STRAIGHT AND TRUE TO GRADE.IN GENERAL THE TRENCH WIDTH SHOULD NOT EXCEED THE DIAMETER OF THE PIPE PLUSTWO FEET. TRENCH BOTTOM SHALL BE GRADED AND PREPARED TO PROVIDE A FIRMAND UNIFORM BEARING SURFACE THROUGHOUT ENTIRE LENGTH OF PIPE.9. SUBGRADE: ALL SUBGRADE STABILIZERS FOR SUBSURFACE DRAINAGE SYSTEMSHALL BE PER STRUCTURAL SOILS REPORT.10. SWALES: SWALE LINE SHALL HAVE A 2% MINIMUM PITCH CONTINUALLY TO THEDRAIN INLET TO THE CATCH BASIN OR DISCHARGE POINT. SWALES SHALL HAVE AGENTLE UNIFORM CROSS PITCH WITHOUT ANY UNEVEN OR ABRUPT TRANSITIONS.11. DRAINS: DRAIN INLETS OR CATCH BASIN SHALL BE LOCATED AT SWALE LOWPOINTS. ALL AREA DRAINS, CATCH BASINS, ETC. SHALL CONFORM TO ALLSPECIFICATIONS AND RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURER.12. DRAIN LINES: ALL DRAIN LINES SHALL BE 4" DIAMETER (UNLESSOTHERWISESPECIFIED BY OWNER) SDER 35, OR APPROVED BY LANDSCAPE ARCHITECT.NON-PERFORATED TUBING, SOLVENT WELD ALL CONNECTIONS. ALL DRAIN LINES ONSLOPES TO BE SCHEDULE 40 PVC OR APPROVED BY LANDSCAPE ARCHITECT. ALLDRAINAGE PIPE SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. ALLCHANGES IN DIRECTION IN THE DRAIN LINE SHALL BE WITH 45 DEGREE ANGLE FITTINGS.INSTALL DRAIN LINE 12" BELOW FINISH GRADE MINIMUM, EXCEPT WHERE DRAIN LINESDAYLIGHT AT CURB. INVERT OF CURB DRAINS SHALL BE LOCATED MINIMUM OF 1" ABOVEGUTTER FLOW LINE,AND SHALL HAVE A MINIMUM CLEARANCE OF TWO INCHES TOPOFCURB AND TERMINATE AT LEAST 1" BACK OF CURB FACE.DRAIN LINES SHALL BEINSTALLED WITH A !% SLOPE FROM THE DRAIN INLET TO THE DRAIN OUTLET.13. CONNECTIONS: ALL SUBSURFACE AND SURFACE DRAINAGE SYSTEMS SHALL BECONTAINED WITHIN THE PROPERTY IT SERVES. ALL DRAIN INLETS SHALL BE CONNECTEDTO A CENTRALIZED SYSTEM WITH DRAIN OUTLET WHICH EXITS AT CURB FACE ORCONNECTS INTO STORM DRAIN SYSTEM PER CIVIL ENGINEER.14. BACKFILLING: ALL BACKFILLING SHALL BE DONE IN ACCORDANCE WITHSTRUCTURAL SOILS REPORT.15. INSTALLATION UPKEEP: INTERIOR OF PIPE SHALL BE THROUGHLY CLEANED OF ALLFOREIGN MATTER PRIOR TO, DURING AND AFTER INSTALLATION. CONTRACTOR SHALLMAINTAIN THE PROJECT SITE THROUGHOUT THE PROGRESS OF THE WORK IN AREASONABLE, DRY WORKABLE CONDITION FREE OF SURFACE WATER.16. DEFECTS: ALL DEFECTS IN DRAINAGE SYSTEM SHALL BE CORRECTED THROUGHTHE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THESATISFACTION OF THE OWNER.H. PAINTING AND STAINING NOTES1. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS,EQUIPMENT AND SERVICES FOR THE SANDING, PRIMING, PAINTING OR STAINING OF ALLMATERIALS INDICATED ON THESE PLANS.2. PLAN VERIFICATION: THE CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPEIMMEDIATELY ARCHITECT OF ANY DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS.3. INTERNATIONAL BUILDING CODE: ALL PAINTING AND STAINING SHALL CONFORM TOTHE CURRENT EDITION OF THE INTERNATIONAL BUILDING CODE AND ALL APPLICABLEGOVERNING AGENCIES.4. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITECONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BENOTIFIED IMMEDIATELY OF ANY DISCREPANCIES.5. MATERIALS: ALL PAINTS AND STAINS SHALL BE AS INDICATED ON DRAWING ANDSHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. ALLPAINT SHALL MEET THE REQUIREMENTS OF THE APPROPRIATE AIR POLLUTION CONTROLDISTRICT. PAINT SHALL BE HOMOGENOUS, FREE OF CONTAMINANTS AND OF ACONSISTENCY SUITABLE FOR THE USE FOR WHICH IT IS SPECIFIED. THE PIGMENT SHALLBE PROPERLY DISPERSED THROUGHOUT THE MATERIAL SUCH THAT THE PIGMENT DOESNOT SETTLE APPRECIABLY, DOES NOT CAKE OR THICKEN IN THE CONTAINER, ORBECOME GRANULAR OR CURDLED.6. DELIVERY: PAINT MATERIALS SHALL BE DELIVERED TO THE WORK SITE IN NEW,UNOPENED, AIRTIGHT CONTAINERS, APPROPRIATELY IDENTIFIED WITH THEMANUFACTURER'S NAME, DATE OF MANUFACTURE, TYPE OF PAINT OR PAINT MATERIALAND LOT OR BATCH NUMBER.7. EXECUTION: PAINT SHALL BE APPLIED ONLY ON THOROUGHLY DRY SURFACES ANDDURING PERIODS OF FAVORABLE WEATHER. SURFACES TO BE PAINTED OR STAINEDSHALL BE FREE FROM DUST, GREASE, OR OTHER DELETERIOUS SUBSTANCES THATWOULD PREVENT BONDING.8. APPLICATION: PAINTING SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNERAND IN ACCORDANCE WITH ALL CODES AND REGULATIONS. UNLESS OTHERWISESPECIFIED, PAINT SHALL BE APPLIED BY BRUSH, ROLLER OR SPRAY METHODS. FINSIHEDSURFACES SHALL BE UNIFORM AND FREE OF DEFECTS (DRIPS, RUNS BRUSH MARKS,THIN AREAS, ETC.).9. PAINTING LUMBER: UNLESS OTHERWISE SPECIFIED, ALL NEW LUMBER REQUIRINGPAINTING SHALL CONSIST OF A PRIMER AND TWO FINISH COATS FOR WOODSTRUCTURES. WOOD SURFACES DESIGNATED TO BE PAINTED SHALL BE CLEANED.WHEN PERMITTED BY THE JOB SUPERINTENDENT, THE FIRST COAT OF PAINT MAY BEAPPLIED PRIOR TO ERECTION. AFTER THE FIRST COAT HAS DRIED AND THE LUMBER IS INPLACE, ALLCRACKS, CHECKS, NAIL HOLES, ETC. SHALL BE PUTTIED FLUSH WITH THE SURFACE ANDALLOWED TO DRY BEFORE THE SECOND COAT IS APPLIED. SKIPS, HOLIDAYS, THINAREAS OR OTHER DEFICIENCIES IN ANY ONE COAT OF PAINT SHALL BE CORRECTEDBEFORE THE SUCCEEDING COAT IS APPLIED. THE SURFACE OF ANY PAINT COAT BEINGCOVERED SHALL BE FREE OF DELETERIOUS MATERIAL BEFORE ADDITIONAL PAINT ISAPPLIED.10. SURFACE PREPARATION FOR PAINTING GALVANIZEDSURFACES: GALVANIZED SURFACES SHALL BE PREPARED FOR PAINTING BY HANDSCRAPING OR WIRE BRUSHING. AFTER HAND CLEANING, ALL GALVANIZED SURFACESSHALL BE CLEANED BY SOLVENT CLEANING PROCEDURES FOR REMOVING DETRIMENTALFOREIGN MATTER SUCH AS OIL, GREASE, SOIL, ETC. AFTER WASHING, ALL AREAS SHALLBE ROUGHENED BY ABRASIVE BLASTING. GALVANIZING SHALL NOT BE REMOVED BY THISOPERATION.11. EXISTING WOOD SURFACE PREPARATION: WOOD SURFACES SHALL BE PREPAREDFOR PAINTING BY REMOVING ALL CRACKED OR PEELED PAINT, LOOSE CHALKY PAINT,DIRT AND OTHER FOREIGN MATTER BY WIRE BRUSHING, SCRAPING, SANDING OR OTHERAPPROVED MEANS IMMEDIATELY PRIOR TO PAINTING. ALL SURFACES SHALL BE WIPEDOR DRY BRUSHED TO REMOVE ANY DUST OR CHALKY RESIDUE THAT MAY RESULT FROMCLEANING OPERATIONS. ALL WOOD DESIGNATED TO BE PAINTED SHALL BETHOROUGHLY DRY BEFORE PAINT IS APPLIED.12. FINISH SAMPLE: CONTRACTOR SHALL PROVIDE OWNER WITH A SAMPLE OF ALLPAINTS AND STAIN COLORS AS PER PLANS. SAMPLES SHALL BE APPROVED BY OWNERAND LANDSCAPE ARCHITECT.13. DEFECTS: THE CONTRACTOR SHALL PROTECT ALL PARTS OF THE STRUCTURE ORADJACENT IMPROVEMENTS AGAINST DISFIGUREMENT AS A RESULT OF ITS PAINTINGOPERATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BYITS OPERATIONS TO VEHICLES, PERSONS OR PROPERTY AND SHALL PROVIDE AT ITSEXPENSE PROTECTIVE MEANS TO GUARD AGAINST SUCH DAMAGE.F. CARPENTRY NOTES1. PLAN VERIFICATION: THE CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPEARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS.2. LICENSE: THE CARPENTRY CONTRACTOR SHALL BE A C-29 CALIFORNIA LICENSEDCARPENTRY CONTRACT OR A C-27 LICENSED LANDSCAPE CONTRACTOR IF CARPENTRYISAPPURTENANT TO LANDSCAPE WORK.3. INTERNATIONAL BUILDING CODE: ALL CARPENTRY CONSTRUCTION SHALL CONFORMTO THE APPLICABLE EDITION OF THE INTERNATIONAL BUILDING CODE AND ALLGOVERNING AGENCY CODES.4. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITECONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BENOTIFIED IMMEDIATELY OF ANY DISCREPANCIES.5. DELIVERY AND STORAGE: ALL MATERIALS, IN SO FAR AS IS PRACTICAL, SHALL BEDELIVERED TO THE SITE IN THE MANUFACTURER'S ORIGINAL CONTAINERS AND SHALLBEAR THE TRADEMARKS AND NAMES THEREOF. GRADE MARK SHALL BE STAMPED ONALL STANDARD YARD-DIMENSION LUMBER OR CERTIFIED FOR COMPLIANCE. EACH PIECEOF TREATED LUMBER SHALL BE STAMPED. LUMBER SHALL BE CAREFULLY STACKED TOPREVENT WARPING AND SHALL BE KEPT DRY.6. CONNECTIONS: MEMBERS SHALL BE ACCURATELY CUT AND FITTED AND SOLIDLYFASTENED TOGETHER TO PRODUCE PLUMB, LEVEL AND RIGID CONSTRUCTION. SLICINGOF FRAMING MEMBERS BETWEEN SUPPORTS IS PROHIBITED. FACES OF ALL MEMBERSSHALL BE INSTALLED IN EVEN TRUE PLANES. NAILING, SPIKING AND BOLTING SHALL BEDONE IN ACCORDANCE WITH UNIFORM BUILDING CODE. METAL CONNECTORS AND JOISTHANGERS SHALL BE LOCATED WHERE SHOWN OR PER UNIFORM BUILDING CODE. DRILLHOLES FOR BOLTS THE SAME DIAMETER AS THE BOLT SHANK PLUS 1/16 INCH. PROVIDEWASHER UNDER BOLT HEADS AND NUTS. ALL THROUGH BOLTS LENGTHS ARE TO BEWIDTH OF MEMBERS PLUS 1" OR SIZE PER PLAN. LAG SCREWS ARE NOT TO BE DRIVEN.DRILL HOLES FOR LAGS FIRST TO DIAMETER AND DEPTH OF THREAD, FOLLOWED BYDRILLING TO 75% OF SHANK DIAMETER AND DEPTH OF THREAD. WOOD SCREWS SHALLNOT BE DRIVEN. PROVIDE SUB-DRILLED HOLES FOR ALL SCREWS OR USE SELF-DRILLINGSCREWS. TIGHTEN BOLTS AND SCREWS AT INSTALLATION AND RETIGHTEN JUST PRIORTO COMPLETION OF PROJECT. ALL CONNECTIONS NOT DESIGNATED ON PLANS SHALL BEPER UNIFORM BUILDING CODE S129 NAIL AND CONNECTION SCHEDULES.7. LUMBER QUALITY: ALL LUMBER TO BE DOUGLAS FIR, GRADE NO. 1 SELECT, SMOOTHFOUR SIDES, UNLESS OTHERWISE NOTED PER PLANS. ALL LUMBER SHALL BE IDENTIFIEDAS TO SPECIES, GRADE, AND STAMPED BY WEST COAST LUMBER INSPECTION BUREAU.8. PRESSURE TREATED LUMBER: ALL WOOD BEARING ON CONCRETE MASONRY, ONOR BURIED INTO GRADE, OR SPECIFIED PER PLANS SHALL BE PRESSURE TREATEDDOUGLAS FIR NUMBER 2 UNLESS OTHERWISE NOTED.9. HARDWARE: ALL NAILS, CONNECTORS, OR OTHER HARDWARE SHALL BE HOTDIPPED GALVANIZED OR CADMIUM PLATED, UNLESS OTHERWISE NOTED. THECONTRACTOR SHALL PAINT ALL HARDWARE (PER PAINTING AND STAINING NOTES) TOMATCH WOOD FINISH.I. LIGHTING NOTES1. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS,EQUIPMENT AND SERVICES TO INSTALL LIGHTING AS INDICATED ON PLANS. ALLLIGHTING INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORMBUILDING CODE AND ALL APPLICABLE GOVERNING AGENCIES. CONTRACTOR SHALLCOORDINATE WITH APPROPRIATE TRADES TO LOCATED CONDUIT AND SLEEVES PRIORTO START OF WORK. LIGHT FIXTURES SHALL BE INSTALLED ON A CONCRETE BASE ORPER MANUFACTURER'S RECOMMENDATIONS. ALL FIXTURES, WIRING, CONNECTIONS,TIMER, AND OTHER HARDWARE SHALL BE INDICATED ON SHOP DRAWINGS ANDAPPROVED BY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO PURCHASE OFMATERIALS. ALL DEFECTS SHALL BE CORRECTED, AT THE CONTRACTORS EXPENSE, TOTHE OWNER'S SATISFACTION THROUGH THE GUARANTEE SPCIFIED HEREIN.G. TUBULAR STEEL / METAL NOTES1. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS,EQUIPMENT AND SERVICES FOR THE INSTALLATION OF ALL TUBULAR STEEL / METALWORK INDICATED ON THESE PLANS.2. PLAN VERIFICATION: THE CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPEARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS.3. LICENSE: THE TUBULAR STEEL CONTRACTOR SHALL BE A C-23 CALIFORNIALICENSED TUBULAR STEEL FENCE CONTRACTOR.4. INTERNATIONAL BUILDING CODE: ALL CONCRETE CONSTRUCTUION SHALL CONFORMTO THE CURRENT EDITION OF THE INTERNATIONAL BUILDING CODE AND ALL APPLICABLEGOVERNING AGENCIES.5. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITECONDITONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BENOTIFIED IMMEDIATELY OF ANY DISCREPANCIES.6. WORKMANSHIP: ALL TUBULAR STEEL WORK SHALL BE PLUMB, STRAIGHT AND TOLINE AND HEIGHT, LEVEL WITH ACCURATE ANGLE AND SURFACES AS INDICATED ONDRAWINGS.7. MATERIAL STANDARDS: ALL METAL WORK SHALL BE FREE OF DEFECTS WHICHIMPAIR STRENGTH, DURABILITY AND APPEARANCE. STEEL BARS, PLATES, ETC. SHALLCONFORM TOASTM A-36.8. WELDING: WELDING OF TUBULAR STEEL SHALL CONFORM TO AWS D12-1 ANDREQUIREMENTS OF THE AMERICAN WELDING SOCIETY. WELD ALL CONNECTIONSCONTINUOUS AND SOLID. GRIND ALL WELDS SMOOTH.10. FOOTINGS: CONCRETE FOOTINGS SHALL BE OF THE SIZE AND TYPE AS INDICATEDON DRAWINGS OR AS PER STRUCTURAL ENGINEER'S SPECIFICATIONS. EARTHFORMSMAY BE USED FOR FOOTINGS ONLY WHERE SOIL IS FIRM AND STABLE AND CONCRETEWILL NOT BE EXPOSED.11. DEFECTS: ALL DEFECTS IN CARPENTRY WORK SHALL BE CORRECTED THROUGHGUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THESATISFACTION OF THE OWNER.9. FOOTINGS: CONCRETE FOOTINGS SHALL BE OF THE SIZE AND TYPE AS INDICATEDON DRAWINGS OR AS PER STRUCTURAL ENGINEER'S SPECIFICATIONS. EARTHFORMSMAY BE USED FOR FOOTINGS ONLY WHERE SOIL IS FIRM AND STABLE AND CONCRETEWILL NOT BE EXPOSED.10. CAPS: CONTRACTOR SHALL CAP ALL EXPOSED ENDS OF TUBING.11. PAINT: ALL EXPOSED SURFACES TO BE PAINTED WITH 1 COAT OXIDE BASE PRIMERAND PAINTED WITH 2 COATS OF RUST INHIBITING ENAMEL PAINT. COLOR AND FINISH PERDRAWINGS.12. CLEANING: AFTER ERECTION, CLEAN OFF ALL RUST, SCALE AND OIL. CLEAN FIELDWELDS, BOLTS AND ABRADED AREAS. TOUCH UP ALL AREAS WITH THE SAME MATERIALAS USED FOR THE SHOP COAT LEAVING ALL SURFACES READY TO RECEIVE FINISHCOATS.13. DEFECTS: ALL DEFECTS IN TUBULAR STEEL/METAL WORK SHALL BE CORRECTEDTHROUGH THE GUARANTEE HEREIN, AT THE CONTRACTOR'S EXPENSE TO THESATISFACTION OF THE OWNER. 24. MASONRY SAMPLE: CONTRACTOR SHALL PROVIDE TO OWNER A 4' x 6' SAMPLEPANEL OF ALL MASONRY WALL TYPES ON PLANS. SAMPLES SHALL BE APPROVED BYOWNER AND LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.25. STUCCO APPLICATION: ALL STUCCO WORK SHALL CONFORM TO LATHING ANDPLASTERING REFERENCE SPECIFICATIONS" OF THE CALIFORNIA LATHING ANDPLASTERING CONTRACTOR'S ASSOCIATION, INC. AND STANDARDS FOR PUBLIC WORKCONSTRUCTION. STUCCO APPLICATION SHALL CONFORM TO ALL SPECIFICATIONS ANDRECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURER.26. PLASTER PROPORTIONS: PLASTER FINISH TO INCLUDE:SCRATCH COAT - 3/8" THICK 1 PART PORTLAND CEMENT PLASTER AND 4 PARTS DAMP LOOSE SANDBROWN COAT - 3/8" THICK 1 PART PORTLAND CEMENT PLASTER AND UP TO 5 PARTS DAMP LOOSE SANDCOLOR FINISH COAT - 1/8" THICK PORTLAND CEMENT PLASTER MIX WITH WATER ONLYPORTLAND CEMENT PLASTER MIX INCLUDES:1 PART PORTLAND CEMENT1/4 PART HYDRATED LIMEWATERPROOFING ADMIXTURE (PER MANUFACTURE'S SPECS.)27. PLASTER FINISH: ALL PLASTER FINISHES, TEXTURES AND COLORS SHALL MATCHREFERENCED ARCHITECTURE OR AS DIRECTED BY OWNER. CONTRACTOR SHALLSUPPLY A 2' x 2' SAMPLE OF ALL PLASTER FINISHES FOR OWNER'S APPROVAL.28. WATER SEAL: APPLY WATER SEALER TO ALL PLASTER FINISHES UNLESSOTHERWISE APPROVED IN WRITING BY OWNER.29. MASONRY VENEER/TILE: ALL TILE, BRICKS, PAVERS, PRECAST CONCRETE VENEERAND CAPS SPECIFIED ON PLANS TO BE APPLIED PER MANUFACTURER'SRECOMMENDATIONS.30. SPECIAL MASONRY WALL MATERIALS: ALL SPECIAL WALL MATERIALS, FOAM ETC.SHALL CONFORM TO ALL SPECIFICATIONS AND RECOMMENDED INSTALLATIONPROCEDURES OF MANUFACTURER.31. DEFECTS: ALL DEFECTS IN MASONRY WORK SHALL BE CORRECTED THROUGH THEGUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THESATISFACTION OF THE OWNER.
2'-4"
2'-4"2'-4"2'-4"2'-6"2'-8"2'-6"
2'-4"2'-6"
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NGE 30
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2'-0"AA 22303'-0"KITCHENDININGMASTERBEDROOM MASTERBATH W.I.C.LAUNDRY/CRAFTSPWDR2-CAR GARAGEKITCHENLIVING2-CAR GARAGELIVINGMASTERBATH PWDRW.I.C.MASTERBEDROOM LAUNDRYBEDROOM 2DININGLOT 23PLAN 1BLOT 22SALES OFFICEPLAN 2CsACRsBCRABFRONT YARD IRRIGATION PERPRODUCTION PLAN BY OTHERS IRRIGATION PER PRODUCTIONPLAN BY OTHERSEACSLUFOEEHSNTREBMYSSVERI NOIWARDBNTADESTEEHSLTEHSE TITEEEDOLEVPREAITOCSSAS(909) 949-6159 / fax (909) 985-3405Upland, California 91786-4297eECTPROJdnaL1793 W. Arrow Highwaypecsa ticrAhstcPROFESSIONALNDIES GPC#DATE:1212-15-2021(949) 348-8162 (909) 348-8163 FAXMISSION VIEJO, CA. 9269127271 LAS RAMBLAS SUITE 100WOODBRIDGE PACIFIC GROUPJEWELAT PGA WEST CONDOLA QUINTA, CA. TRACT# 36537-112/15/2021ATT: BOB RICHARDSBRICHARDS@WOODBRIDGEPACIFIC.COMMODEL HOMESLANDSCAPE PLAN7S.C.IRRIGATIONPLANAUTOMATIC SMART CONTROLLER W/ SENSOR SCH 40 PVC PIPE SLEEVE PIPE SLEEVE FOR PVC PIPEsMAIN LINE (SIZE PER PLAN)SCH 40 PVC PIPE SLEEVE (2X DIAMETER OF PIPE)NOTES: ALL IRRIGATION EQUIPMENT TO BE AS SPECIFIEDIRRIGATION EQUIPMENT LEGENDMANUFACTURERSYMBOLDESCRIPTIONNIBCO T-580 (LINE SIZE)LATERAL LINE BELOW GRADE (SIZE PER PLAN)ANTI SIPHON VALVE WITH DRIP KITBALL VALVE, FOR ISOLATING LANDSCAPEIRRIGATION FROM BUILDING WATER SYSTEMDOMESTIC WATER METER BY OTHERSLOCATION VARIES PER LOT.PER CIVIL WATER IMPROVEMENT PLANSCPOINT OF CONNECTION TO WATER SUPPLY.LOCATION TO BE DETERMINED IN FIELD BYOWNER REPRESENATIVE & CONTRACTOR.CLASS 200 PVC PIPE (1/2" CLASS 315)IRRIGATION NOTES:1. CONTRACTOR SHALL INSTALL EQUIPMENT SPECIFIED IN LEGEND. ANY CHANGES MUST BEAPPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.2. ALL LATERAL END RUNS SHALL BE 1/2" CLASS 315 PVC PIPE, UNLESS OTHERWISE NOTEDON PLANS.3. ALL MAIN/ LATERAL LINES UNDER PAVING/ WALLS SHALL BE SLEEVED WITH SCH 40 PVCPIPE TWICE THE DIAMETER OF PIPE ENCLOSED, UNLESS OTHERWISE NOTED ON PLANS.4. IRRIGATION PLANS ARE DIAGRAMMATIC. MAINLINE AND LATERALS SHALL BE LOCATED MIN.18" FROM HARDSCAPE AND/ OR PROPERTY LINES. ALL MAINE LINE AND IRRIGATIONSYSTEM EQUIPMENT SHALL BE LOCATED WITHIN THE PROPERTY LINE OF THE HOME THAT ITSERVES.5. INTENT OF PLANS IS A FULL COVERAGE, BALANCED SYSTEM INSTALL DRIP TUBING EVENLYOVER AREAS TO BE COVERED TO ALLOW FOR FUTURE ROOT & PLANT GROWTH.6. TREE LOCATIONS TAKE PRIORITY OVER IRRIGATION PIPING. STAKE TREE LOCATIONS PRIORTO INSTALLATION OF IRRIGATION.7. ALL IRRIGATION PIPING, SLEEVES, WIRES, ETC., UNDER PAVING OR FOOTING SHALL BEINSTALLED PRIOR TO CONSTRUCTION OF PAVING OR FOOTING.8. 120V AC ELECTRICAL OUTLET AT EACH CONTROLLER SHALL BE PROVIDED BYDEVELOPER.9. CONTROLLER & RAIN SHUTOFF LOCATION IS DIAGRAMMATIC. LOCATE CONTROLLEROUTSIDE GARAGE WHERE IT CAN BE ACCESSED BY MAINTENANCE CREW. LOCATE RAINSHUTOFF ON PROPERTY WALL OR EAVE OF HOUSE WHERE IT WILL RECEIVE A NORMALAMOUNT OF RAINFALL WITHOUT GETTING RUNOFF FROM ROOF ETC.10. ALL IRRIGATION TO BE AUTOMATIC.11. HOME OWNER WATER METERS TO BE INSTALLED BY OTHERS.12. LANDSCAPE CONTRACTOR TO CHECK WATER PRESSURE ON SITE & INSTALL PRESSUREREDUCER AT P.O.C. IF PRESSURE IS 80 PSI OR ABOVE.FLOWPSIRAINBIRD CONTROL ZONE KITXACZ-XXX-PRF, SIZE PER PLANRAINBIRD ESP-TM2-6 WITH LNKWIFI & RAINBIRD WR2-RFCLOCATION TO BE CHOSEN BYCONTRACTOR AND SUPERINTENDENT30 0.25 GPMRAINBIRD 1800/PR1800-PRS-1401PRESSURE COMPENSATING BUBBLERON 12" ABOVE GROUND RISERESTABLISHED IRRIGATION SCHEDULE xWATERING SCHEDULE FOR ESTABLISHED LANDSCAPE HYDROZONE DEC-FEB MAR-MAY JUN-AUG SEP-NOVWATERING SCHEDULE FOR INITIAL INSTALLED LANDSCAPE HYDROZONE DEC-FEB MAR-MAY JUN-AUG SEP-NOVxxx15-50 0.5 GPHRAINBIRD XB-05PC-1032-PFR-FRA24POINT-SOURCE LOW-FLOWEMITTERS ON RISER15-50 1.0 GPHRAINBIRD XB-10PC-1032-PFR-FRA24POINT-SOURCE LOW-FLOWEMITTERS ON RISERANTI SIPHON VALVERAINBIRD ASVF, SIZE PER PLANGPMVALVE KEYHYDROZONELETTERSQ FT OFHYDROZONEVALVE NUMBERVALVE SIZERINITIAL IRRIGATION SCHEDULE LOTS: 22+23 TOTAL (MAWA) (CCF)28.63A 32 MIN - 2 TIMES/WK 33 MIN - 5 TIMES/WK 32 MIN - 7 TIMES/WK 30 MIN - 4 TIMES/WKAA 36 MIN - 2 TIMES/WK 38 MIN - 5 TIMES/WK 37 MIN - 7 TIMES/WK 35 MIN - 4 TIMES/WKABB 7 MIN - 2 TIMES/WK 8 MIN - 5 TIMES/WK 8 MIN - 7 TIMES/WK 7 MIN - 4 TIMES/WKB 9 MIN - 2 TIMES/WK 9 MIN - 5 TIMES/WK 9 MIN - 7 TIMES/WK 8 MIN - 4 TIMES/WKBN
EACSLUFOEEHSNTREBMYSSVERI NOIWARDBNTADESTEEHSLTEHSE TITEEEDOLEVPREAITOCSSAS(909) 949-6159 / fax (909) 985-3405Upland, California 91786-4297eECTPROJdnaL1793 W. Arrow Highwaypecsa ticrAh stcPROFESSIONALNDIES GPC#DATE:1212-15-2021(949) 348-8162 (909) 348-8163 FAXMISSION VIEJO, CA. 9269127271 LAS RAMBLAS SUITE 100WOODBRIDGE PACIFIC GROUPJEWELAT PGA WEST CONDOLA QUINTA, CA. TRACT# 36537-112/15/2021ATT: BOB RICHARDSBRICHARDS@WOODBRIDGEPACIFIC.COMMODEL HOMESLANDSCAPE PLANN/A8ODRIP CONTROL ZONE KITLHBALL VALVEKNMSENSORCONTROLLERJ IEDCBAS.C.WR2WIRELESS
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ANTI-SIPHON VALVEWIRE CONNECTIONSLEEVINGTRENCHINGPRESSURER REGULATORFEMITTER ON RISERGTREE BUBLERPDETAILSIRRIGATION
EACSLUFOEEHSNTREBMYSSVERI NOIWARDBNTADESTEEHSLTEHSE TITEEEDOLEVPREAITOCSSAS(909) 949-6159 / fax (909) 985-3405Upland, California 91786-4297eECTPROJdnaL1793 W. Arrow Highwaypecsa ticrAh stcPROFESSIONALNDIES GPC#DATE:1212-15-2021(949) 348-8162 (909) 348-8163 FAXMISSION VIEJO, CA. 9269127271 LAS RAMBLAS SUITE 100WOODBRIDGE PACIFIC GROUPJEWELAT PGA WEST CONDOLA QUINTA, CA. TRACT# 36537-112/15/2021ATT: BOB RICHARDSBRICHARDS@WOODBRIDGEPACIFIC.COMMODEL HOMESLANDSCAPE PLANA. GENERAL NOTES1. BIDDING: IT SHALL BE THE OWNER'S RESPONSIBILITY IN INVITING AND OBTAINING BIDS,SETTING ITS PROVISIONS AND INSTRUCTIONS TO BIDDERS, SECURING THEIR BONDS ANDWORKERS COMPENSATION INSURANCE CERTIFICATES, ETC. TO FULLY ENSURE THE QUALITYAND TIMELY COMPLETION OF THE PROJECT.2. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENTAND SERVICES NECESSARY TO FURNISH AND INSTALL A COMPLETE IRRIGATION SYSTEM ASPER THE DRAWINGS AND SPECIFIED HEREIN.3. PLAN VERIFCATION: THESE DOCUMENTS MAY CONTAIN ERRORS, OMISSIONS,CONTRADICTIONS, ETC. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS THORUGHLYAND SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER IMMEDIATELY UPON ANY SUCHDISCOVERY OF DISCREPANCY. GOVERNING CODES SHALL THEN APPLY.4. LICENSE: THE CONTRACTOR SHALL BE A C-27 CALIFORNIA STATE LICENSED IRRIGATIONCONTRACTOR.5. ORDINANCES AND REGULATIONS: ALL IRRIGATION WORK WITHIN THESE DRAWINGS ANDSPECIFICATIONS SHALL CONFORM TO ALL APPLICABLE GOVERNING CODES ANDORDINANCES (LOCAL, COUNTY & STATE).6. PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAYFOR ALL PERMITS, FEES AND AGENCY INSPECTIONS AS REQUIRED.7. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITECONDITIONS BEFORE STARTING WORK. THE CONTRACTOR SHALL NOT WILLFULLY INSTALLTHE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELDTHAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES IN AREADIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN IRRIGATION DESIGN. THELANDSCAPE ARCHITECT AND OWNER SHALL BE NOTIFIED IMMEDIATELY UPON ANYDISCOVERY OF DISCREPANCIES. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THEIRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONSNECESSARY.8. LIABLE FOR ENCROACHMENT: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANYENCROACHMENT ONTO ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SET-BACKS ORANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED.9. METHODS OF CONSTRUCTION: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALLCONSTRUCTION METHODS, MEANS, SEQUENCES, PROCEDURES AND TECHNIQUES. THELANDSCAPE ARCHITECTURAL FIRM IS NOT LIABLE FOR CONSTRUCTION METHODS.10. SAFETY: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING ANDSUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION.11. UTILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATIONOF ALL UNDERGROUND UTILITIES, ELECTRICAL CABLES, CONDUITS, AND EXISTING IRRIGATIONLINES PRIOR TO ANY CONSTRUCTION, SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOTTO DAMAGE SUCH IMPROVEMENTS.12. LIABLE FOR DAMAGE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGECAUSED BY ITS OPERATIONS TO UTILITIES, PLANTING, CONSTRUCTION, PERSONS, PROPERTY,ETC. AND SHALL PROVIDE PROTECTIVE MEANS TO GUARD AGAINST DAMAGE.13. COORDINATION: CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION WITHAPPROPRIATE TRADES THROUGH THE OWNER BEFORE STARTING WORK.14. IRRIGATION PLANS: THE IRRIGATION PLANS ARE GENERALLY DIAGRAMMATIC ANDINDICATIVE OF THE WORK TO BE INSTALLED. THE CONTRACTOR SHALL MAKE MINORADJUSTMENTS DURING INSTALLATION TO AVOID CONFLICTS BETWEEN, PLANTING,ARCHITECTURAL FEATURES AND EXISTING UTILITIES. INTENT OF IRRIGATION DESIGN IS FULLCOVERAGE, BALANCED SYSTEM.15. DIMENSION: ALL SCALE DIMENSIONS ARE APPROXIMATE. WRITTEN DIMENSIONS ONDETAILS AND PLANS TAKE PRECEDENCE OVER SCALED DIMENSIONS.16. IRRIGATION NOTES: SEE GENERAL NOTES ON THE DRAWINGS FOR ADDITIONAL WORKREQUIRED, BUT NOT SPECIFICALLY MENTIONED IN THESE SPECIFICATIONS. ALL WORKCALLED FOR ON THE DRAWINGS BY NOTES SHALL BE FURNISHED AND INSTALLED WHETHEROR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS AND/OR DETAILS.17. POINT OF CONNECTION (P.O.C.) VERIFICATION: LOCATION OF THE POINT OFCONNECTION SHOWN ON THE DRAWINGS MAY BE APPROXIMATE ONLY. THE CONTRACTORSHALL APPROVE FINAL (P.O.C.) LOCATION WITH THE OWNER (JOB SUPERINTENDENT). THECONTRACTOR SHALL VERIFY THE STATIC PRESSURE, METER SIZE AND SIZE OF SERVICE TOTHE METER (P.O.C.) AT EACH POINT OF CONNECTION.18. MATERIALS: ALL MATERIALS AND EQUIPMENT SPECIFIED IN THESE DRAWINGS SHALL BENEW AND IN PERFECT CONDITION WHERE INSTALLED AND SHALL BE INSTALLED INACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.19. SUBSTITUTIONS: DESIGN, MATERIAL, EQUIPMENT AND PRODUCTS OTHER THAN THOSEDESCRIBED OR INDICATED ON DRAWINGS MAY BE CONSIDERED FOR USE. WRITTENAPPROVAL FOR SUBSTITUTIONS SHALL BE OBTAINED FROM THE OWNER AND LANDSCAPEARCHITECT. ALL SUBSTITUTIONS SHALL CONFORM TO LOCAL CODES AND ORDINANCES. ANYEQUIPMENT OR MATERIALS INSTALLED WITHOUT APPROVAL BY THE OWNER OR LANDSCAPEARCHITECT MAY BE REJECTED AND REMOVED AT CONTRACTOR'S EXPENSE.20. FITTINGS: DUE TO THE SCALE OF DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALLOFFSETS, FITTINGS, SLEEVES, ETC., WHICH MAY BE REQUIRED. THE CONTRACTOR SHALLCAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL OFTHE WORK AND PLAN THE WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC., AS MAYBE REQUIRED TO MEET SUCH CONDITIONS.21. NOTICE OF COMPLETION: THE COMPLETION OF THE CONTRACT SHALL BE ACCEPTED,AND NOTICE OF COMPLETION RECORDED ONLY WHEN THE ENTIRE CONTRACT IS COMPLETEDTO THE SATISFACTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE.22. OPERATING INSTRUCTIONS: AFTER THE SYSTEM HAS BEEN COMPLETED, THECONTRACTOR SHALL INSTRUCT THE OWNER'S AUTHORIZED REPRESENTATIVE IN THEOPERATION AND MAINTENANCE OF THE SYSTEM AND SHALL FURNISH A COMPLETE SET OFOPERATING INSTRUCTIONS.23. SITE MAINTENANCE: CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AND FREEFROM RUBBISH AND DEBRIS. ALL DEBRIS SHALL BE REMOVED FROM SITE PER LOCAL CODEAND ORDINANCES.24. GUARANTEE: THE ENTIRE IRRIGATION SYSTEM, INCLUDING ALL WORK DONE UNDER THISCONTRACT, SHALL BE GUARANTEED AGAINST ALL DEFECTS AND FAULT OF MATERIAL ANDWORKMANSHIP, AND SHALL BE MAINTAINED IN PERFECT WORKING ORDER FOR ONE (1) YEARFROM DATE OF COMPLETION BY THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER. ALLMATERIALS USED SHALL CARRY A MANUFACTURER'S GUARANTEE OF MINIMUM ONE (1) YEAR.ANY SETTLING OF BACKFILLED TRENCHES WHICH MAY OCCUR DURING THE ONE YEARPERIOD FINAL ACCEPTANCE SHALL BE REPAIRED TO THE OWNER'S SATISFACTION BY THECONTRACTOR WITHOUT EXPENSE TO THE OWNER - INCLUDING THE COMPLETE RESTORATIONOF ALL DAMAGED PLANTING, PAVING OR OTHER IMPROVEMENTS OF ANY KIND.12. AUTOMATIC CONTROLLER: SHALL BE AS INDICATED ON THE DRAWINGS, COMPLETEWITH ELECTRICAL HOOK-UP AND PROPER MOUNTING. ANY CONTROL WIRE EXPOSED AT THECONTROLLER SHALL BE ENCASED IN ELECTRICAL CONDUIT OF THE SIZE REQUIRED.OUTDOOR CONTROLLERS SHALL BE WITHIN A VANDAL RESISTANT ENCLOSURE ANDEQUIPPED WITH AN ON/OFF SWITCH FOR 110 VOLT POWER SUPPLY TO CONTROLLER.13. IRRIGATION HEADS: SHALL BE OF THE TYPES AND SIZES INDICATED ON THE DRAWINGS.ALL HEADS SHALL BE ADJUSTABLE, RISER NIPPLES SHALL BE THE SAME SIZE AS THE RISEROPENING IN THE BODY.14. BACKFLOW DEVICES: BACKFLOW PREVENTERS AND/OR VACUUM BREAKERS SHALL BEAS INDICATED ON THE DRAWINGS AND AS APPROVED BY AUTHORITIES HAVING JURISDICTION,INSTALLED TO MEET LOCAL CODES. ALL IRRIGATION SYSTEMS USING POTABLE WATERSOURCE REQUIRE BACKFLOW PREVENTION.15. CHECK VALVES: CONTRACTOR SHALL INSTALL ANTI-DRAIN VALVES AS REQUIRED TOPREVENT LOW HEAD DRAINAGE. ANY HEAD THAT DRAINS FOR MORE THAN ONE MINUTEREQUIRES AN ANTI-DRAIN VALVE.16. ATMOSPHERIC VACUUM BREAKERS: SHALL BE HEAVY DUTY BRASS AND FEDERALSPECIFIED. INSTALL ON NON-CONSTANT PRESSURE LINES (LATERAL LINE) PERMANUFACTURE'S SPECIFICATIONS. INSTALL 12" ABOVE HEIGHEST HEAD ON THAT SYSTEM.LOCATION PER DRAWINGS.17. PRESSURE REGULATORS: SHALL BE BRONZE OR PLASTIC BODY AS INDICATED ONDRAWINGS. FACTORY SET P.S.I. AS SPECIFIED PER DRAWINGS.18. QUICK COUPLERS: SHALL BE HEAVY DUTY BRASS WITH COLORIZED RUBBER COVER ANDTWO (2) PIECE BODY DESIGN. LOCATION PER DRAWINGS.19. RISERS: ALL RISERS TO QUICK COUPLERS AND BACK FLOW DEVICES SHALL BESCHEDULE 40 BRASS OF THE REQURED SIZES, RISERS TO IRRIGATION HEADS SHALL BESCHEDULE 80 TYPE 1220 P.V.C. CONFORMING TO ASTM 2464.20. VALVE BOXES: INSTALL ALL VALVES, EXCEPT ANTI-SIPHON VALVES, IN PREMOLDED HIGHIMPACT PLASTIC VALVE BOX. USE ROUND BOX FOR QUICK COUPLERS AND RECTANGULARBOX FOR ALL OTHER VALVES. N.D.S (OR APPROVED EQUAL) WITHGREEN LID. LOCATE IN SHRUB PLANTING AREAS WHENEVER POSSIBLE.D. PLASTIC PIPE NOTES1. HANDLING: THE CONTRACTOR SHALL EXERCISE CARE IN HANDLING, LOADING ANDSTORING P.V.C. PIPE AND FITTINGS. ALL P.V.C. PIPE SHALL LIE FLAT SO NOT TO SUBJECT ITTO DUE BENDING OF CONCENTRATED EXTERNAL LOAD AT ANY POINT. P.V.C. PIPE ANDFITTINGS SHALL NOT BE STORED IN DIRECT SUNLIGHT. ANY SECTION OF PIPE THAT HAS BEENDENTED OR DAMAGED WILL BE DISCARDED.2. LOCATIONS: PIPE LINES SHALL BE INSTALLED IN THE LOCATIONS AND OF THE SIZESSHOWN ON THE DRAWINGS OR HEREIN SPECIFIED. WHERE PIPING ON THE DRAWINGS ISSHOWN UNDER PAVED AREAS BUT RUNNING PARALLEL AND ADJACENT TO PLANTING AREAS,THE INTENT OF THE DRAWINGS IS TO INSTALL THE PIPING IN THE PLANTING AREA.3. PIPE CLEARANCE: UNDERGROUND LINES UP TO 2" INCLUSIVE SHALL HAVE A MINIMUMHORIZONTAL CLEARANCE OF 12" FROM LINES OF OTHER TRADES. THIS REQUIREMENT DOESNOT APPLY TO ANY LINES CROSSING AT ANGLES FROM 45 DEGREES WITH EACH OTHER. AMINIMUM 2" VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN LINES WHICH CROSSBETWEEN THESE ANGLES. NO LINE SHALL BE INSTALLED PARALLEL TO AND DIRECTLY OVERANOTHER LINE.4. ASSEMBLY: ALL PIPE SHALL BE ASSEMBLED FREE FROM DIRT. THE MAIN LINE SUPPLYSHALL BE FLUSHED OUT AND TESTED FOR LEAKS BEFORE BACK FILLING AND WITH CONTROLVALVES IN PLACE AND BEFORE LATERAL PIPES ARE CONNECTED TO VALVES. EACH SECTIONOF LATERAL PIPE SHALL BE FLUSHED OUT BEFORE SPRINKLER HEADS ARE ATTACHED.5. UNDER CONCRETE: GENERALLY, PIPING UNDER CONCRETE SHALL BE DONE BY JACKING,BORING OR HYDRAULIC DRIVING. WRITTEN PERMISSION TO CUT OR BREAK SIDEWALKSAND/OR CONCRETE MUST BE OBTAINED FROM THE OWNER'S AUTHORIZED REPRESENTATIVE.NO HYDRAULIC DRIVING WILL BE PERMITTED UNDER ASPHALTIC CONCRETE PAVING.6. INSTALLATION PROCEDURES: EXCEPT AS NOTED IN OTHER PARTS OF THISSPECIFICATION OR IN THE DRAWINGS, INSTALLATION OF PIPE AND FITTINGS SHALL BE ASOUTLINED IN MANUALS AS FURNISHED BY PIPE MANUFACTURER WHICH SHALL BE DEEMEDAND CONSTRUED AS PART OF THIS SPECIFICATION. PLASTIC PIPE SHALL NOT BE LAID WHENTHERE IS WATER IN TRENCH.7. PIPE DEPTH: PROVIDE A MINIMUM 24" OF EARTH COVERAGE FOR ALL PRESSUREMAINLINE PIPE 3" AND LARGER. PROVIDE A MINIMUM 18" OF EARTH COVERAGE FOR ALLPRESSURE MAINLINE PIPE UP TO AND INCLUDING 2 1/2". PROVIDE A MINIMUM OF 12" OFEARTH COVERAGE FOR ALL NON PRESSURE LATERAL LINES.8. SITE MAINTENANCE: ALL LUMBER, RUBBISH AND LARGE ROCKS SHALL BE REMOVEDFROM THE TRENCHES. PIPE SHALL HAVE A FIRM, UNIFORM BEARING FOR THE ENTIRELENGTH OF EACH PIPE LINE TO PREVENT UNEVEN SETTLEMENT. PAD THE TRENCHES WITHDIRT OR SAND IF THE SOIL IS EXTREMELY ROCKY.9. TREE LOCATIONS: TREE LOCATIONS TAKE PRIORITY OVER IRRIGATION PIPING. STAKETREE LOCATIONS PRIOR TO TRENCHING PIPE.10. EXPANSION: PLASTIC PIPE WILL EXPAND APPROXIMATELY SIX (6") PER THOUSAND FT.(1000') BETWEEN DAY AND NIGHT TEMPERATURES IN HOT CLIMATE. THEREFORE, PIPE SHALLBE SNAKED FROM SIDE TO SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION ANDCONTRACTION.11. PIPE MAINTENANCE: ALL FOREIGN MATTER OR DIRT SHALL BE REMOVED FROM THEINSIDE OF THE PIPE BEFORE IT IS LOWERED INTO POSITION IN THE TRENCH AND IT SHALL BEKEPT CLEAN BY APPROVED MEANS DURING AND AFTER LAYING OF THE PIPE.12. SLEEVING: IRRIGATION LINES THAT ARE UNDER STREETS AND PAVING OVER SEVEN (7)FEET WIDE SHALL BE INSTALLED BY THE OWNER. SLEEVES UNDER PAVING AND STREETSSHALL BE SCHEDULE 40 AND TWO TIMES THE DIAMETER OF THE PIPE AND/OR ADEQUATE FORINSTALLATION OF WIRE. SLEEVING SHALL BE COORDINATED WITH IRRIGATION CONTRACTORPRIOR TO BEGINNING OF WORK.13. JOINTS: JOINTS ON RISERS SHALL BE AS SHOWN ON DETAILS.14. THREADED CONNECTIONS: ON PLASTIC TO STEEL CONNECTIONS, THE CONTRACTORSHALL WORK THE STEEL CONNECTIONS FIRST. NON-HARDENING PIPE PERMATEX #2 TEFLONTAPE SHALL BE USED ON ALL THREADED PLASTIC TO STEEL JOINTS, AND LIGHT WRENCHPRESSURE IS ALL THAT SHALL BE USED.15. SOLVENT CONNECTIONS: FOR P.V.C. PIPE, CONTRACTOR SHALL USE SOLVENT PRIMERAND SOLVENT CEMENT RECOMMENDED BY THE MANUFACTURER AND CONFORMING TO ASTMD-2564. FOR UVR-P.V.C. SOLVENT CEMTN SHALL BE BROWNLINE BOND-TITE CEMENT(CONFORMING TO THE REQUREMENTS OF ASTM D-2564) APPLY WITH AN APPROVED PRIMERPRIOR TO APPLICATION OF CEMENT. ALL PIPE AND FITTINGS SHALL BE THOROUGHLYCLEANED OF DIRT, DUST AND MOISTURE BEFORE APPLYING SOLVENT. THE CONTRACTORWILL MAKE SOLVENT WELD JOINTS WITH NON-SYNTHETIC BRISTLE BRUSH IN THE FOLLOWINGSEQUENCE:B. FIELD OBSERVATIONS1. REQURED FIELD OBSERVATION WORK: THESE PLANS WERE PREPARED WITH THEUNDERSTANDING THAT THE OWNER OF SAID PLANS WILL USE PROFESSIONAL DESIGNASSOCIATES TO PROVIDE "FULL" CONTRACT SERVICES INCLUDING FIELD OBSERVATIONSERVICES DURING CONSTRUCTION. FAILURE TO USE PROFESSIONAL DESIGN ASSOCIATESTO PROVIDE AND COMPLETE THE FIELD OBSERVATION SERVICES SET FORTH HEREIN WILLSIGNIFICANTLY INCREASE THE MISINTERPRETATION OF THE INTENT OF THE DESIGN. ANYUNAUTHORIZED MODIFICATIONS THERETO, AND FAILURE TO DETECT ERRORS ANDOMISSIONS IN THE PLANS AND SPECIFICATIONS CAN BECOME COSTLY MISTAKES BUILT INTOTHE PROJECT. THEREFORE, IN THE EVENT THAT PROFESSIONAL DESIGN ASSOCIATES ISOTHERWISE PRECLUDED FROM COMPLETING THE FIELD OBSERVATION SERVICES SET FORTHHEREIN, THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS OR CORPORATIONS WHO HAVEPURCHASED THESE PLANS WITH THE PROJECT), AGREES TO HOLD HARMLESS,INDEMNIFY,AND DEFEND PROFESSIONAL DESIGN ASSOCIATES AND THEIR CONSULTANTSFROM AND AGAINST ANY AND ALL CLAIMS.2. FIELD OBSERVATION COORDINATION: THE FOLLOWING OBSERVATIONS SHALL BEINITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOBSUPERINTENDENT). THE CONTRACTOR SHALL NOTIFY THE OWNER (JOB SUPERINTENDENT)AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY-EIGHT (48) HOURS IN ADVANCE OF ANYOBSERVATION. CONTINUED WORK WITHOUT OBSERVATION OF THESE PHASES OF WORK ISAT THE CONTRACTOR'S RISK, WITH ANY REQUIRED CHANGES OR MODIFICATIONS TO BE ATTHE CONTRACTOR'S EXPENSE. THE OWNER (JOB SUPERINTENDENT) SHALL INFORM THELANDSCAPE ARCHITECT AS TO THE PURPOSE AND TIME OF THE OBSERVATION FORTY-EIGHT(48) HOURS IN ADVANCE.3. CLOSING OF UNINSPECTED WORK: THE CONTRACTOR SHALL NOT ALLOW NOR CAUSEANY OF THE WORK TO BE COVERED OR ENCLOSED UNTIL IT HAS BEEN INSPECTED, TESTEDAND APPROVED BY THE CONSULTING ENGINEER OR AUTHORIZED REPRESENTATIVE AND/ORGOVERNMENTAL AUTHORITY HAVING JURISDICTION OVER THE WORK. SHOULD ANY OF THEWORK BE ENCLOSED OR COVERED BEFORE SUCH INSPECTION AND TEST, HE SHALLUNCOVER HIS WORK AT HIS OWN EXPENSE. AFTER IT HAS BEEN INSPECTED, TESTED ANDAPPROVED, THE CONTRACTOR SHALL MAKE ALL REPAIRS NECESSARY TO THE OWNER'SSATISFACTION.4. JOB SITE MEETINGS AND REQUIRED INSPECTIONS: A. PRE-JOB MEETING ON SITE - PRIOR TO COMMENCEMENT OF WORK B. IRRIGATION MAINLINE AND EQUIPMENT LAYOUT. C. PRESSURE TEST IRRIGATION, MAINS AND LATERALS. D. IRRIGATION COMPLETION / COVERAGE TESTUPON COMPLETION OF THE IRRIGATION SYSTEM INSTALLATION AND PRIOR TO ANY PLANTING,THE CONTRACTOR SHALL ADJUST SPRINKLER HEADS TO EVENLY AND PROPERLY DISTRIBUTETHE RATE OF PRECIPITATION OF THE WATER AND SHALL DETERMINE IF THE COVERAGE OFTHE PLANTING AREAS IS COMPLETE AND ADEQUATE. CONTRACTOR SHALL MAKEADJUSTMENTS TO PROVIDE OPTIMUM PERFORMANCE AND PREVENT UNNECESSARY OVERSPRAY ON ALL WALKS, ROADWAYS AND BUILDINGS. THE CONTRACTOR SHALL FURNISH ALLMATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OFCOVERAGE DISCLOSED BY THE COVERAGE TEST.C. MATERIALS NOTES1. GENERAL: THE FOLLOWING LIST COMPRISES THE PRINCIPLE MATERIALS BUT DOES NOTSET THE LIMITATION FOR MATERIALS REQUIRED. IT SHALL BE UP TO THE CONTRACTOR TOSHOW THAT AMPLE QUANTITIES OF THE REQUIRED MATERIALS WERE USED AND INSTALLED INACCORDANCE WITH THESE PLANS AND SPECIFICATIONS.2. PRESSURED MAINLINE: PIPE FROM SOURCE OF SUPPLY TO CONTROL VALVES AND HOSEBIBS 2" OR LARGER SHALL BE CLASS 315 SDR 13.5 TYPE 1220 P.V.C. CONFORMING TO ASTMD2241, ASTM D1784 EXTRUDED FROM VIRGIN MATERIALS. ALL PIPE LESS THAN 2" SHALL BESCHEDULE 40 TYPE 1220 P.V.C. CONFORMING TO ASTM D1785, ASTM D1784 ALL PLASTIC PIPESHALL BE MARKED SHALL BE EXTRUDED FROM VIRGIN MATERIALS WITH THEMANUFACTURER'S NAME TYPE AND CLASS OF PIPE, SIZE, AND NSF APPROVAL.3. LATERAL LINE BELOW GRADE: NON-PRESSURIZED LATERAL LINE PIPE SHALL BE CLASS200 SDR 21 TYPE 1220 P.V.C. CONFORMING TO ASTM D2241, D1784. P.V.C. PIPING SHALL BEEXTRUDED FROM VIRGIN MATERIALS. ALL PLASTIC PIPE SHALL BE MARKED WITH THEMANUFACTURER'S NAME TYPE AND CLASS OF PIPE, SIZE AND NSF APPROVAL.4. LATERAL LINE ON GRADE: NON-PRESSURED LATERAL LINE PIPE ON GRADE SHALL BESCHEDULE 40 U.V.R. CONFORMING TO ASTM D1785, ASTM D1784 AND ASTM G-53.MANUFACTURED BY BROWNLINE PIPE COMPANY OR AS INDICATED ON LEGEND. P.V.C. PIPINGSHALL BE EXTRUDED FROM VIRGIN MATERIALS. ALL PLASTIC PIPE SHALL BE MARKED WITHTHE MANUFACTURER'S NAME TYPE AND CLASS OF PIPE, SIZE AND NSF APPROVAL.5. PLASTIC PIPE FITTINGS: SHALL BE SCHEDULE 40 P.V.C. (CONFORMING TO ASTM D1785,D2466) TAPERED SOCKET TYPE, SUITABLE FOR EITHER SOLVENT WELD OR SCREWEDCONNECTIONS, FLANGE AND SADDLE TEES WILL NOT BE ALLOWED. SOLVENT SHALL BE ASRECOMMENDED BY THE PIPE AND FITTING MANUFACTURER.6. BRASS PIPE AND FITTINGS: BRASS PIPE SHALL BE RED BRASS, SCHEDULE 40 SCREWEDPIPE CONFORMING TO FEDERAL SPECIFICATIONS NO. WW - P-351. FITTINGS SHALL BE REDBRASS CONFORMING TO FEDERAL SPECIFICATIONNO. WW-P-460.7. COPPER PIPE AND FITTINGS: COPPER PIPE SHALL BE TYPE K (HARD-DRAWN)CONFORMING TO ASTM B88. FITTING SHALL BE WROUGHT SOLDER JOINT TYPE INACCORDANCE WITH ANSI B 16.22 JOINTS SHALL BE SOLDERED IN ACCORDANCE TO ASTMB-206 AND FEDERAL SPECIFICATIONS QQB 00655.8. STEEL PIPE: GALVANIZED STEEL PIPE SHALL BE ASA SCHEDULE 40 MILLED STEELSCREWED PIPE WITH MEDIUM GALVANIZED SCREWED BEADED MALLEABLE IRON FITTINGS.STEEL PIPE SHALL BE INSTALLED ON GRADE SECURED TO SURFACE PER DETAIL.9. BALL VALVES: SHALL BE BRONZE OR PLASTIC BODY AS INDICATED ON DRAWINGS. 125P.S.I. MINIMUM, HEAVY DUTY, FEDERAL SPECIFIED, CROSS HANDLE. INSTALL WITH N.D.S.TYPE PLASTIC OR EQUAL ACCESS BOX AND LID.10. CONTROL VALVES: SHALL BE AS INDICATED ON THE DRAWINGS WITH FLOWADJUSTMENT AND MANUAL BLEED DEVICE, INSTALLED, UNLESS OTHERWISE INDICATED, INONE OF THE FOLLOWING TYPE BOXES AS INDICATED ON THE DRAWINGS. CONNECT TOCONTROLLERS IN THE OPERATING SEQUENCE INDICATED ON THE DRAWINGS.11. CONTROL WIRE: CONNECTIONS BETWEEN THE AUTOMATIC CONTROLLERS AND THEELECTRONIC CONTROL VALVES SHALL BE UF, SOLID COPPER WIRE, VINYL INSULATED 600 V.RATING, FOR DIRECT BURIAL INSTALLATIONS. CODING SHALL BE COLOR WIRE FOR PILOTWIRE. WHITE FOR COMMON GROUND WIRE. MINIMUM WIRE SIZES SHALL BE 14 GAUGEBURIED 18" BELOW GRADE. USE APPROVED WATER PROOF WIRE CONNECTORS AND SEALERON ALL SPLICES. A 24 INCH EXPANSION PIG TAIL COIL SHALL BE PROVIDED AT EACHCONTROL VALVE AND AT EACH CHANGE IN DIRECTION OF THE WIRE RUN. WIRING SHALLOCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE ASPRESSURE SUPPLY OR LATERAL LINES WHEREVER POSSIBLE.A. APPLY A LIBERAL, EVEN COAT OF SOLVENT TO THE INSIDE OF THE FITTING.B. THEN APPLY A LIBERAL, EVEN COAT OF SOLVENT TO THE OUTSIDE OF THE PIPE, MAKINGSURE THAT THE COATED AREA IS EQUAL TO THE DEPTH OF THE FITTING SOCKET.C. INSERT THE PIPE QUICKLY INTO THE FITTING AND TURN THE PIPE APPROXIMATELY 1/4TURN TO DISTRIBUTE THE SOLVENT AND REMOVE AIR BUBBLES. HOLD THE JOINTFOR APPROXIMATELY 15 SECONDS SO THE FITTING DOES NOT PUSH OFF THE PIPE.D. USE A CLEAN RAG AND WIPE OFF ALL EXCESS SOLVENT TO PREVENT WEAKENING THEJOINT.E. BE SURE THAT IN GOING TO THE NEXT JOINT THAT THE PIPE IS NOT TWISTED,DISTURBING THE LAST COMPLETED JOINT.F. ALLOW AT LEAST 15 MINUTES SET UP TIME FOR EACH.16. PRESSURE LINE TESTING: ALL TESTS ON PRESSURE LINES SHALL BE COMPLETE PRIORTO BACKFILLING; HOWEVER, SUFFICIENT BACKFILL MATERIAL MAY BE PLACED IN TRENCHESBETWEEN FITTINGS TO ENSURE THE STABILITY OF THE LINE AS IT IS PRESSURIZED. IN ALLCASES, FITTINGS AND COUPLINGS MUST BE OPEN TO VISUAL INSPECTION FOR THE FULLPERIOD OF THE TEST. NO TESTING SHALL BE DONE UNTIL THE LAST SOLVENT WELDED JOINTHAS HAD TWELVE (12) HOURS TO SET AND CURE. PRESSURE LINES SHALL BE TESTED UNDER150 P.S.I. WORKING PRESSURE FOR A PERIOD OF FOUR (4) HOURS AND PROVEN TIGHT. IFLEAKS OCCUR, THE JOINT OR JOINTS SHALL BE REPLACED AND THE TESTS REPEATED.17. BACKFILLING OF TRENCHES: BECAUSE OF THE EXPANSION AND CONTRACTION OFPLASTIC PIPE, BACKFILLING SHALL BE DONE IN THE COOL PART OF THE DAY, ESPECIALLY INHOT CLIMATES. TRENCHES SHALL BE BACKFILLED WITH THE EXCAVATED MATERIALSAPPROVED FOR BACKFILLING, FREE FROM LARGE CLODS OF EARTH OR STONES. BACKFILLSHALL BE MECHANICALLY COMPACTED IN THE LANDSCAPED AREAS TO A DRY DENSITY EQUALTO ADJACENT UNDISTURBED SOIL IN PLANTING AREAS. BACKFILL WILL CONFORM TOADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS OR OTHER SURFACEIRREGULARITIES.18. TRENCHING AND BACKFILLING UNDER PAVING: TRENCHES LOCATED UNDER WHEREPAVING, CONCRETE OR ASPHALT WILL BE INSTALLED SHALL BE BACKFILLED IN ACCORDANCEWITH RECOMMENDATION OF STRUCTURAL SOILS REPORT.19. PLASTIC PIPE GUARANTEE: SPECIFICATIONS AND LITERATURE SHALL BE SUBMITTEDFOR APPROVAL PRIOR TO SUBMISSION OF BID. SUBMISSION OF SAMPLES MAY ALSO BEREQUIRED. PLASTIC PIPE MANUFACTURER'S GUARANTEE SHALL COVER WORKMANSHIP OFMATERIALS FOR ALL PLASTIC PIPE FITTINGS.20. DEFECTS: ALL DEFECTS IN INSTALLATION OF PLASTIC PIPE SHALL BE CORRECTEDTHROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TOTHE SATISFACTION OF THE OWNER.E. IRRIGATION EQUIPMENT NOTES1. IRRIGATION EQUIPMENT: ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED PER THESPECIFICATION AND RECOMMENDED INSTALLATION PROCEDURES OF THE MANUFACTURERAND CONFORM TO ALL APPLICABLE GOVERNING CODES AND ORDINANCES (LOCAL, COUNTY &STATE).2. TURF IRRIGATION HEADS: TURF IRRIGATION HEADS IN OPEN AREAS SHALL BE INSTALLEDAT LEAST 2" ABOVE FINISHED GRADE AT THE TIME OF INSTALLATION. WITHIN FIVE DAYS OFNOTIFICAITON BY THE OWNER'S REPRESENTATIVE, CONTRACTOR SHALL MAKE WHATEVERADJUSTMENTS OF PIPE, FITTINGS, VALVES OR SPRINKLER HEADS NECESSARY TO BRING THESYSTEM TO THE PROPER LEVEL OF THE PERMANENT GRADE. TURF IRRIGATION HEADSALONG WALKS AND DRIVEWAYS, WHERE THE FINISHED GRADE LEVEL IS ESTABLISHED, SHALLBE SET FLUSH AT THE TIME OF INSTALLATION. IN NO CASE SHALL THE SPACING OF HEADSEXCEED THE MAXIMUM RECOMMENDED BY THE MANUFACTURER.3. SHRUB IRRIGATION HEADS: HEADS IN GROUND COVER AND SHRUB PLANTING AREASSHALL BE INSTALLED ON NIPPLES HIGH ENOUGH TO BE ABOVE THE SURROUNDING PLANTINGAS DIRECTED, OR AS INDICATED ON THE PLANS. WHERE HIGH SHRUBS ARE PLANTED,LONGER RISERS SHALL BE INSTALLED AS DIRECTED BY THE LANDSCAPE ARTCHITECT.SHRUB HEADS ADJACENT TO WALKWAYS OR PARKING SHALL BE INSTALLED ON ANAPPROVED HI-POP HEAD PER PLAN. RISERS SHALL BE LOCATED AS SPECIFIED PER PLANSADJACENT TO WALLS AND BUILDINGS ONLY. IN NO CASE SHALL THE SPACING OF HEADSEXCEED THE MAXIMUM RECOMMENDED BY THE MANUFACTURER.4. PRESSURE COMPENSATING SCREENS: CONTRACTOR SHALL INSTALL PRESSURECOMPENSATING SCREENS IN IRRIGATION HEADS AS NECESSARY TO ENSURE UNIFORMCOVERAGE AND MINIMUM OVERTHROW OF AREA.5. CONTROL VALVES: ALL CONTROL VALVES ON LINE SHALL BE INSTALLED AS INDICATEDON DETAILS AND BE THE TYPE SPECIFIED IN THE LEGEND. LOCATE CONTROL VALVES INSHRUB PLANTING AREAS WHEREVER POSSIBLE.6. BACKFLOW DEVICES: LOCATE BACKFLOW DEVICES, ATMOSPHERIC VACUUM BREAKERSAND ANTI-SIPHON VALVES IN SHRUB AREAS ONLY UNLESS OTHERWISE APPROVED BYOWNER.7. DEFECTS: ALL DEFECTS IN INSTALLATION OF IRRIGATION EQUIPMENT SHALL BECORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'SEXPENSE TO THE SATISFACTION OF THE OWNER.F. RECORD AND AS-BUILT DRAWINGS1. ITEMIZED LIST: CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT ANITEMIZED LIST OF EQUIPMENT.2. AS-BUILTS: THE CONTRACTOR SHALL PROVIDE AND KEEP UP-TO-DATE COMPLETE"AS-BUILT" DRAWINGS INDICATING LOCATIONS, SIZES AND KINDS OF EQUIPMENT INSTALLED.PRINTS FOR THIS PURPOSE MAY BE OBTAINED FROM THE LANDSCAPE ARCHITECT AT COST.THIS SET OF DRAWINGS SHALL BE KEPT ON THE SITE AND SHALL BE USED ONLY AS A RECORDSET. CONTRACTOR SHALL FURNISH "AS-BUILT" DRAWINGS TO OWNER UPON COMPLETION OFPROJECT.3. AS-BUILT FORMAT: BEFORE THE DATE OF FINAL OBSERVATION THE CONTRACTOR SHALLTRANSFER ALL IRRIGATION INFORMATION TO AN OZALID SEPIA MYLAR, PRODUCED FROM THELANDSCAPE ARCHITECT. ALL WORK SHALL BE NEAT, IN INK AND SUBJECT TO APPROVAL OFTHE OWNER. THE CONTRACTOR SHALL DIMENSION FROM TWO PERMANENT POINTS OFREFERENCES, BUILDING CORNERS, SIDEWALKS, LIGHT POLES, ETC. THE LOCATION OF THEFOLLOWING ITEMS. A. CONNECTION TO EXISTING WATER LINES. B. CONNECTION TO EXISTING ELECTRICAL POWER. C. GATE VALVES, BACKFLOW PREVENTION UNITS AND CONTROLLERS. D. ROUTING OF IRRIGATION PRESSURE LINES (DIMENSION MAX. 100 FEET). E. IRRIGATION CONTROL VALVES. F. ROUTING OF CONTROL WIRE. G. QUICK COUPLING VALVES. H. OTHER RELATED EQUIPMENT AS DIRECTED BY OWNER.4. DELIVERY: ON THE DATE OF FINAL APPROVAL THE CONTRACTOR SHALL DELIVER ONESET OF SEPIA MYLARS OF "AS-BUILTS" PLANS TO THE OWNER. DELIVERY OF MYLARS WILLNOT RELIEVE THE CONTRACTOR OF THE RESPONSIBLITY OF FURNISHING INFORMATION THATMAY BE OMITTED FROM PRINTS.5. CONTROLLER CHARTS: CONTROLLER CHARTS SHALL BE PREPARED BY THECONTRACTOR AFTER APPROVAL OF THE "AS-BUILT". THE CHART SHALL SHOW BY COLORCODING THE AREA CONTROLLED BY EACH AUTOMATIC IRRIGATION CONTROLLER.6. CONTROLLER CHART FORMAT: THE CONTOLLER CHART SHALL BE A XEROX REDUCTIONOF THE "AS BUILT" TO THE MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW(CONTROLLER SEQUENCE NUMBERS MUST BE LARGE ENOUGH TO BE LEGIBLEAT THE REDUCED FORMAT). UPON COMPLETION THE CHART SHALL BE HERMETICALLYSEALED BETWEEN TWO PIECES OF PLASTIC. CHARTS SHALL BE COMPLETED AND APPROVEDPRIOR TO THE FINAL IRRIGATION FIELD OBSERVATION.G. EQUIPMENT TO BE FURNISHED1. MAINTENANCE TOOLS: SUPPLY THE APPROPIRATE MAINTENANCE PERSONNEL WITH THEFOLLOWING TOOLS:A. TWO SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLINGAND ADJUSTING EACH TYPE OF IRRIGATION HEAD AND VALVE SUPPLED.B. TWO (2) KEYS FOR EACH AUTOMATIC CONTROLLER.C. ONE (1) QUICK COUPLER KEY AND MATCHING HOSE SWIVEL FOR EVERY (5) QUICKCOUPLING VALVE INSTALLED.D. THE ABOVE LISTED EQUIPMENT SHALL BE TURNED OVER TO THE OWNER AT THECONCLUSION OF WORK AND BEFORE FINAL OBSERVATION CAN OCCUR.S.C.SPECIFICATIONSIRRIGATION9
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2'-0"AA 22303'-0"KITCHENDININGMASTERBEDROOM MASTERBATH W.I.C.LAUNDRY/CRAFTSPWDR2-CAR GARAGEKITCHENLIVING2-CAR GARAGELIVINGMASTERBATH PWDRW.I.C.MASTERBEDROOM LAUNDRYBEDROOM 2DININGLOT 23PLAN 1BLOT 22SALES OFFICEPLAN 2CRHRHRHHTHTHTABHTHTHTHTHBHBHBHBHBHBHBHBRHRHRHRHREREREREREHUHUHUHFHFRHRHRHRHRERERERHRHRHLDLDLDLDLDHFLDLDHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBHBARARARDADADADADAIAIAIAIADADADAREuuuuuuuuuuuuuuuuuuuuuuuuuuuuuaPspapapapaaPsaaaaaooooddddddhhhhhhhhhhhPsPsPsRiRiRiRiRiLfMrMrPsPsRiRiRiMrMrMrMrMrPsPsPscdcdddddmmmmhhhwwLNOEOEASTPTPbb1"=10'10SCEACSLUFOEEHSNTREBMYSSVERI NOIWARDBNTADESTEEHSLTEHSE TITEEEDOLEVPREAITOCSSAS(909) 949-6159 / fax (909) 985-3405Upland, California 91786-4297eECTPROJdnaL1793 W. Arrow Highwaypecsa ticrAhstcPROFESSIONALNDIES GPC#DATE:1212-15-2021(949) 348-8162 (909) 348-8163 FAXMISSION VIEJO, CA. 9269127271 LAS RAMBLAS SUITE 100WOODBRIDGE PACIFIC GROUPJEWELAT PGA WEST CONDOLA QUINTA, CA. TRACT# 36537-112/15/2021ATT: BOB RICHARDSBRICHARDS@WOODBRIDGEPACIFIC.COMMODEL HOMESLANDSCAPE PLANNPLANTINGPLANPLANTING NOTES:1. ALL PLANTING SHALL CONFORM TO GOVERNING CODES,ORDINANCES, CITY STANDARDS AND SPECIFICATIONS.2. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE OF ALLPLANTED AREAS ON SITE AND SUBSURFACE DRAINAGE FORENCLOSED PLANTING AREAS.3. THE CONTRACTOR SHALL CAREFULLY INSPECT THE SITE ANDVERIFY ALL THE CONDITIONS AND DIMENSIONS PRIOR TOPROCEEDING WITH ANY WORK. NOTIFY LANDSCAPE ARCHITECTAND OWNER TO ANY INCONSISTENCIES.4. THE CONTRACTOR SHALL REMOVE ALL WEEDS, ROCKS,DEBRIS, AND OTHER EXTRANEOUS MATERIALS FROM THE JOBSITE PRIOR TO PROCEEDING WITH ANY WORK.5. ALL PLANT MATERIAL SHALL BE HANDLED OR STORED SOTHAT THEY ARE ADEQUATELY PROTECTED FROM DRYING OUT,FROM SUN OR WIND BURN, OR FROM ANY OTHER INJURY.6. CONTRACTOR SHALL VERIFY ALL PLANT QUANTITIES SHOWNON PLANS.7. 18" DEEP x 10' LONG SHATOWN ROOT BARRIER PANEL.PLACED AGAINST HARDSCAPE WITHIN 5' OF TREE TRUNK ANDALL COLUMN PLANTS. REFER TO DETAILS FOR INSTALLATION.ROOT BARRIERS OTHER THAN THOSE SHOWN MAY BEREQUIRED. CONTRACTOR TO FIELD MEASURE PLACEMENT OFTREES IN FIELD & PLACE ADDITIONAL BARRIERS WHEREREQUIRED8. OPEN HOLE INSPECTION REQUIRED BEFORE SETTING OFSTREET TREES.9. SOIL TESTING: CONTRACTORS SHALL PROVIDE AHORTICULTURAL SOILS ANALYSIS PERFORMED BY ALABORATORY OF THE CALIFORNIA ASSOCIATION OFAGRICULTURAL LABORATORIES. CONTRACTOR SHALL NOTIFYTHE LANDSCAPE ARCHITECT OF SOIL ANALYSIS RESULTS ANDADJUST SOIL AMENDMENTS TO CONFORM TO SOIL AMENDMENTRECOMMENDATIONS AS REQUIRED.10.CONTRACTOR SHALL INCORPORATE IN ALL SHRUB PLANTINGAREAS (EXCEPT SLOPES) A 2" LAYER Of 0-2" FOREST MULCHAVAILABLE AT AQUINAGA GREEN OR OWNER/ LANDSCAPEARCHITECT APPROVED EQUAL D.G.11.SEE TITLE SHEET FOR LETTER REGARDING PROHIBITED PLANTSPECIES THAT SHOULD NOT ENTER THE VALLEY FROM ANOUTSIDE SOURCE & GENERAL NOTES REGARDING THEDISTRACTION OR PESTICIDE TREATMENTS OF NURSERY STOCKFROM OUTSIDE THE COACHELLA VALLEY. WHENEVER POSSIBLEPLATS SHALL COME FROM A LOCAL NURSERY WITHIN THECOACHELLA VALLEY.TREE PLANTING NOTESxNO TREES SHALL BE INSTALLED WITHIN 15' OF A CVWD AND/OR USBRPIPELINE.NOTESxTREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OFANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN LOCALAGENCY EASEMENTS OR RIGHTS-OF-WAY WITHOUT FIRST OBTAININGAN ENCROACHMENT PERMIT FROM THE LOCAL AGENCY.15 GALLON5 GALLON36" BOX24" BOXTREE SIZE KEYSHRUB SIZE KEYTREE NOTESxCONTRACTOR SHOULD SUBMIT THE PHOTO OF TREES TO LANDSCAPEARTHICTECT FOR APPROVAL BEFORE INSTALLATION.48" BOXNOTESxNO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND/OR USBREASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE ORREPLACEMENT OF ANY SURFACE IMPROVEMENTS, INCLUDING BUT NOTLIMITED TO, DECORATIVE CONCRETE, LANDSCAPING, CURB, GUTTER,SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENTSINSTALLED WITHIN CVWD AND/OR USBR EASEMENTS.TREESBOTANICAL NAMECOMMON NAME SIZEWUCOLSQTYACACIA ANEURAMULGA36"BOXLOW2ACACIA SALICINA WILLOW ACACIA36"BOXLOW3CHAMAEROPS HUMILISMEDITERRANEAN FAN PALM15GALLOW2SHRUBSBOTANICAL NAMECOMMON NAME SIZEQTYABALOE BARBADENSIS BARBADOS ALOE5 GAL LOW 1HT HESPERALOE TENUIFOLIA GRASSY HESPERALOE5 GAL LOW7DADICHONDRA ARGENTEA SILVER DICHONDRA5 GAL LOW8HUHESPERALOE PAR. `DESERT FLAMENCO` TM DESERT FLAMENCO RED YUCCA5 GAL LOW3HBHESPERALOE PAR. `PERPA` TM BRAKELIGHTS RED YUCCA5 GAL LOW255 GAL MOD 6GROUNDCOVERSBOTANICAL NAMECOMMON NAME SIZEWUCOLSQTYRHROSMARINUS O. 'HUNTINGTON CARPET' HUNTINGTON CARPET ROSEMARY5 GAL MOD14PRODUCTION PLANTS LEGENDSYMBOLSYMBOLSYMBOLCOMMON NAMESYM. BOTANICAL NAME48" BOXWULCOSNOTES:xQUANTITIES IN THE LEGEND ARE FOR CONVENIENCE ONLY. THE LANDSCAPE CONTRACTOR SHALL BERESPONSIBLE FOR VERIFYING ALL PLANT QUANTITIES PRIOR TO FINAL BID.xQUANTITIES GIVEN IN THIS LEGEND ARE THE TOTAL PLANTS NUMBERS FOR ALL SHEETS IN THIS SET.xALL TREES WITHIN 5' OF HARDSCAPE SURFACES SHALL BE PLANTED WITH A ROOT BARRIERMODEL PLANTING LEGENDWUCOLS ZONE 6TREE: SHRUB:COMMON NAMESYM. BOTANICAL NAME5 GAL. 15 GAL.WULCOSLNLagestroemia indica 'Natchez'Crape Myrtle2-MOEOlea europaea 'Wilsonii'Wilsonii Olive Tree - 2 LaAloe daweiDawe's Aloe11 - LpPedianthus macrocarpusSlipper Flower4-LCOLUMN HEDGE:COMMON NAMESYM. BOTANICAL NAME24" BOxWULCOSMrMuhlenbergia rigensDeer Grass-7MhHesperaloe parvifoliaRed Yucca 14 - LoOlea europaea 'Little Ollie'Little Olive 4 - LRiRosa 'Iceberg'Iceberg Rose-8MPsPenniseum setaceumFountain Grass-10LuBulbine frutescensFrutesens 29 -LLfLeucophyllum frutescensTexas Ranger - 1L36" BOXTPThevetia peruvianaJapanese Oleander 4 MASAcacia stenophyllaString acacia 1 -LVINES:SYM.bBougainvillea 'Raspberry Ice'Raspberry Ice Bougainvillea3' O.C. 2 LCOMMON NAMEBOTANICAL NAME5 GAL.WULCOSWUCOLSmAsparagus ‘meyeri’ Myers Asparagus(Fern) 4 - McdPittosporum tobira 'Cream de Mint'Dwarf Mock Orange-2MdDianella tasmanica 'Variegata'Flax Lily10 - LwPittosporum tobira 'Wheeler's Dwarf'Wheeler's Dwarf Pittosporum-2LNOTESHF HESPERALOE FUNIFERA MEXICAN FALSE YUCCA15 GAL LOW3LDLANTANA CAMARA `DALLAS RED` DALLAS RED LANTANA5 GAL LOW7ARAGAVE MURPHEYI `RODNEY`RODNEY MURPHY`S CENTURY PLANT5 GAL LOW3IAIXORA COCCINEA `MAUI RED` MAUI RED IXORA5 GALMOD4RERUSSELIA EQUISETIFORMIS FIRECRACKER PLANT5 GAL MOD 9N
EACSLUFOEEHSNTREBMYSSVERI NOIWARDBNTADESTEEHSLTEHSE TITEEEDOLEVPREAITOCSSAS(909) 949-6159 / fax (909) 985-3405Upland, California 91786-4297eECTPROJdnaL1793 W. Arrow Highwaypecsa ticrAh stcPROFESSIONALNDIES GPC#DATE:1212-15-2021(949) 348-8162 (909) 348-8163 FAXMISSION VIEJO, CA. 9269127271 LAS RAMBLAS SUITE 100WOODBRIDGE PACIFIC GROUPJEWELAT PGA WEST CONDOLA QUINTA, CA. TRACT# 36537-112/15/2021ATT: BOB RICHARDSBRICHARDS@WOODBRIDGEPACIFIC.COMMODEL HOMESLANDSCAPE PLANN/A11OLHKNMJ IEDCBAS.C.FGPDETAILSPLANTINGTREE PLANTING SHRUB PLANTING VINE PLANTING INSIDE YARD - LOT 23 VINE PLANTING (PRODUCTION)DECOMPOSED GRANITE
6. FINISH GRADE: FINISH GRADES SHALL BE THOSE INDICATED ON THE DRAWINGS ORAS MAY BE CONTROLLED BY EXISTING INSTALLATIONS. GRADES NOT OTHERWISEINDICATED SHALL BE UNIFORM, STRAIGHT LEVELS BETWEEN POINTS WHEREELEVATIONS ARE DETERMINED. FINISH GRADES SHALL BE SMOOTH AND EVEN OF AUNIFORM PLANE WITH NO ABRUPT CHANGES IN THE SURFACE. MINOR MODELING OF THEGROUND SURFACE MAY BE REQUIRED. GRADES SHALL PROVIDE FOR THE NATURALRUN-OFF OF WATER WITHOUT LOW SPOTS OR POCKETS. FLOW LINES SHALL BE SET BYINSTRUMENT AND SHALL BE THE MAXIMUM GRADIENT POSSIBLE.7. DRAINAGE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE DRAINAGE INALL PLANTING AREAS IN ACCORDANCE WITH THE PLANS, DETAILS AND SPECIFICATIONSOR AS SPECIFIED BY THE OWNER.8. FINISH GRADE AT TURF AREAS: FINISH GRADE OF ALL TURF AREAS SHALL BE ONEINCH BELOW THE GRADE OF ADJACENT WALKS, PAVEMENTS, CURBS, ETC.9. FINISH GRADE AT SHRUB AREAS: FINISH GRADE OF ALL SHRUBBERY AND GROUNDCOVER AREAS SHALL BE TWO INCHES BELOW THE GRADE OF ADJACENT WALKS,PAVEMENTS, CURBS, ETC., EXCEPT WHERE WATER FLOWS ACROSS SAME.E. TREE AND SHRUB PLANTING NOTES1. PLANT DEPTH: PLANT ALL PLANTS AT THEIR NATURAL GROWING DEPTH PER DETAIL,IN THE LOCATIONS SHOWN ON THE DRAWINGS.2. EXCAVATED PITS: EXCAVATE PITS WITH SQUARE AND VERTICAL SIDES, 2 TIMES THEDIAMETER, AND THE SAME DEPTH AS THE ROOTBALL.3. BACKFILL MIXTURE: BACKFILL TO BOTTOM OF ROOT BALL WITH PREPARED BACKFILLMIXTURE, TAP FIRMLY, SET PLANT IN CENTER OF PIT IN A VERTICAL POSITION, CROWNLEVEL WITH FINISH GRADE. BACKFILL BALANCE OF PIT WITH THE FOLLOWING PREPAREDMIXTURE OR PER SOILS REPORT: 10 PARTS TOP SOIL 5 PARTS REDWOOD SHAVINGS 1/4 LB. BONE MEAL AGRIFORM PLANT TABLETS, (1) PER GALLON, (2) PER 5 GALLON, (4) PER 15 GALLON, AND (6) PER BOX FOR SPECIMENS LARGER THAN 15 GALLON.4. TREE LOCATIONS: TREE LOCATIONS TAKE PRECEDENCE OVER IRRIGATION LINES,CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NECESSARY.5. WATER BASIN: CONSTRUCT A SIX INCH DEEP WATER BASIN, MULCH WITH A TWOINCH LAYER OF SHREDDED BARK MULCH, AND WATER THOROUGHLY, BACKFILLING WITHADDITIONAL MIX WHERE VOIDS APPEAR.6. TREE STAKES: ALL NURSERY STAKES SHALL BE REMOVED AND ALL TREES SHALL BEINSTALLED WITH LODGE POLE STAKES DRIVEN 3 FEET INTO THE GROUND. TREE STAKESSHALL NOT PIERCE THE ROOTBALL AND NOT INJURE TREE ROOTS. SEE TREE PLANTINGDETAILS.7. TREE TIES: TREE TIES SHALL BE FASTENED TO THE TREE AND STAKE BY LOOPINGTHE TIES IN FIGURE 8'S WITH THE INSIDE OF THE TREE TRUNK. FASTEN TIE TO THESTAKE WITH ONE GALVANIZED ROOFING NAIL.8. DEFECTS: ALL DEFECTS IN TREE AND SHRUB PLANTING SHALL BE CORRECTEDTHROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSETO THE SATISFACTION OF THE OWNER.F. VINE PLANTING NOTES1. GENERAL: ALL VINES SHALL BE PLANTED PER THE VINE PLANTING DETAIL, AND THEWOOD SUPPORT STAKE SHALL BE CAREFULLY REMOVED WITHOUT DAMAGE TO THEROOTBALL.2. WOOD FENCES: VINES ATTACHED TO WOOD FENCES SHALL BE SECURED WITHGALVANIZED NAILS OR GALVANIZED EYE SCREWS AND HEAVY DUTY VINE TIES.3. MASONRY WALLS: ON MASONRY WALLS ATTACH WITH ADHESIVE TYPE VINESUPPORTS WITH SILICONE ADHESIVE OR GALVANIZED EYE SCREWS AND WIRE (PERDETAIL). ATTACHVINE WITH HEAVY DUTY VINE TIES.G. GROUNDCOVER PLANTING NOTES1. GENERAL: ALL GROUNDCOVER AREAS NOTED ON PLANS SHALL BE PLANTED WITHROOTED CUTTING FROM FLATS UNLESS OTHERWISE NOTED. PLANT CONTINUOUSLYUNDER TREES AND SHRUBS AT THE SPACING INDICATED ON PLANS.2. SPACING: INSTALL PLANTS IN AREAS AND TO SPACING AS SHOWN ON THEDRAWINGS IN EVENLY TRIANGULARLY SPACED ROWS.3. EXCAVATE PITS: EXCAVATE PITS A MINIMUM 3" x 4" WITH SUFFICIENT DEPTH TOALLOW ROOT SYSTEM TO HANG FREE IN PIT. PLACE EACH PLANT AT ITS NATURALGROWING DEPTH AND FIRM SOIL AROUND BASE OF PLANT WITHOUT PILING AT CROWN.4. WATERING: WATER THROUGHLY AFTER SUFFICIENT AREA HAS BEEN PLANTED. ANYPLANTINGS SHOWING EVIDENCE OF DRYING OUT OR BADLY WILTING WILL NOT BEACCEPTED.5. PRE-EMERGENT: APPLY TREFLAN OR APPROVED PRE-EMERGENT IMMEDIATELYAFTER PLANTING TO ALL GROUNDCOVER AREAS. HYDROSEEDED AREAS NOT INCLUDED.6. DEFECTS: ALL DEFECTS IN GROUNDCOVER PLANTING SHALL BE CORRECTEDTHROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSETO THE SATISFACTION OF THE OWNER.H. SODDING NOTES1. FINISH GRADE: SOIL SHALL BE LEFT 1 - 1/2" BELOW FINISH GRADE AS THE SOD WILLBRING THE LEVEL UP TO THE PROPER HEIGHT.2. SITE PREPARATION: AFTER PREPARATION OF SOIL, THE AREA MUST BEPRE-IRRIGATED TO WET IT TO A DEPTH OF FOUR INCHES. IT SHALL BE DAMP BUT NOTMUDDY AND WITHOUT DEPRESSIONS.3. HANDLING: INITIAL PLACEMENT OF SOD SHALL BE LAID WITHIN TWO DAYS AFTER ITIS DELIVERED. IT SHALL NOT BE LEFT IN THE HOT SUN, IN ROLLS, OR STACKEDOVERNIGHT.4. FERTILIZER: PRIOR TO PLACING OF SOD, BROADCAST 16-20-0 FERTILIZER AT A RATEOF SEVEN POUNDS PER 1,000 SQARE FEE OVER SURFACE.5. LAYOUT: SOD SHALL BE UNROLLED AND PLACED CAREFULLY IN A STAGGEREDPATTERN. A PIECE OF 2 X 4 SHALL BE USED TO TAMP EACH ROLL AGAINST THE STRIPSTO ELIMINATE JOINTS AND EDGES.6. INSTALLATION: AFTER LAYING SOD, IRRIGATE MODERATELY TO ENSURE MOISTUREPENETRATION, THEN ROLL WITH A RYAN TYPE SOD ROLLER. SOD SHALL BE FLUSH WITHGRADES OF ADJACENT SIDEWALKS, CURBS AND HEADERBOARDS. WATER AND ROLLAGAIN IF GRADE DOES NOT MEET THESE CONDITIONS.7. WATERING: AFTER ROLLING THE SOD, THE AREAS SHALL BE THOROUGHLYWATERED TO A DEPTH OF 6" AND KEPT CONTINUALLY MOIST FOR A PERIOD OF TEN DAYS.8. DEFECTS: ALL DEFECTS IN SOD PLANTING SHALL BE CORRECTED THROUGH THEGUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THESATISFACTION OF THE OWNER.2. FIELD OBSERVATION COORDINATION: THE FOLLOWING OBSERVATIONS SHALL BEINITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOBSUPERINTENDENT). THE CONTRACTOR SHALL NOTIFY THE OWNER (JOBSUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY-EIGHT (48)HOURS IN ADVANCE OF ANY OBSERVATION. CONTINUED WORK WITHOUT OBSERVATIONOF ANY REQUIRED CHANGES OR MODIFICATIONS TO BE AT THE CONTRACTOR'SEXPENSE. THE OWNER (JOB SUPERINTENDENT) SHALL INFORM THE LANDSCAPEARCHITECT AS TO THE PURPOSE AND TIME OF THE OBSERVATION FORTY-EIGHT (48)HOURS IN ADVANCE.3. CLOSING OF UNINSPECTED WORK: THE CONTRACTOR SHALL NOT ALLOW NORCAUSE ANY OF THE WORK TO BE COVERED OR ENCLOSED UNTIL IT HAS BEENINSPECTED, TESTED AND APPROVED BY THE CONSULTING ENGINNER OR AUTHORIZEDREPRESENTATIVE AND/OR GOVERNMENTAL AUTHORITY HAVING JURISDICTION OVER THEWORK. SHOULD ANY OF THE WORK BE ENCLOSED OR COVERED BEFORE SUCHINSPECTION AND TEST, HE SHALL UNCOVER HIS WORK AT HIS OWN EXPENSE. AFTER ITHAS BEEN INSPECTED, TESTED AND APPROVED, THE CONTRACTOR SHALL MAKE ALLREPAIRS NECESSARY TO THE OWNER'S SATISFACTION.4. JOB SITE MEETINGS AND REQUIRED INSPECTIONS: A. PRE-JOB MEETING ONSITE - PRIOR TO COMMENCEMENT OF WORK B. DURING SOIL PREPARATION C. AT COMPLETION OF SOIL PREPARATION D. COMPLETION OF WEED CONTROL E. PLANT MATERIAL INSPECTION F. GRADING CHECK PRIOR TO GROUND COVER G. PROGRESS/INSTALLATION INSPECTION H. COMPLETION OF PLANTING I. 30, 60, & 90-DAY MAINTENANCE INSPECTIONS5. COMPLETION: WORK SHALL BE COMPLETED UPON FINAL APPROVAL BY OWNER ANDLANDSCAPE ARCHITECT. A FINAL INSPECTION SHALL BE HELD UPON THE COMPLETION OFTHE WORK PROVIDING THE CONTRACTOR HAS COMPLETED THE INSTALLATION OF ALLPHASES OF THE CONTRACT AND CONFORMED TO ALL REQUIREMENTS OF THESESPECIFICATIONS.C. MATERIAL NOTES1. GENERAL: THE FOLLOWING LIST COMPRISES THE PRINCIPLE MATERIALS BUT DOESNOT SET THE LIMITATION FOR MATERIALS REQUIRED. IT SHALL BE UP TO THECONTRACTOR TO SHOW THAT AMPLE QUANTITIES OF THE REQUIRED MATERIALS WEREUSED AND INSTALLED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS.2. SCOPE OF WORK: WORK SHALL CONSIST OF FURNISHING ALL MATERIALS, SERVICESAND EQUIPMENT NECESSARY TO COMPLETELY INSTALL ALL LANDSCAPE WORK ASINDICATED ON THE DRAWINGS AND HEREIN SPECIFIED.3. PLANT MATERIALS: ALL PLANTS SHALL BE HEALTHY, WELL ESTABLISHED NURSERYSTOCK, FREE FROM INSECTS AND THEIR EGGS AND DISEASES. PLANTS SHALL BEFURNISHED IN THE QUANTITIES REQUIRED TO COMPLETE THE WORK AS INDICATED ONTHE DRAWINGS AND SHALL BE OF THE SPECIES AND SIZES INDICATED ON THE PLANTLIST. ALL PLANTS SHALL BE INSPECTED AND APPROVED PRIOR TO PLANTING.4. REJECTION OF PLANT MATERIAL: THE OWNER OR LANDSCAPE ARCHITECT MAYREJECT ANY PLANT MATERIAL REGARDED AS UNSUITABLE AT ANY TIME AT NOADDITIONAL COST TO THE OWNER.5. HANDLING/STORAGE: ALL PLANTS SHALL BE HANDLED AND STORED SO THEY AREADEQUATELY PROTECTED FROM DRYING OUT, SUN, WIND BURN, VANDALISM OR ANYOTHER INJURY.6. TREE TAGGING: ALL SPECIMEN TREES CALLED OUT ON PLAN TO BE TAGGED SHALLBE SELECTED BY LANDSCAPE ARCHITECT.7. TREE STAKES AND GUYS: TREE STAKES SHALL BE LODGE POLE PINE ORCONSTRUCTION HEART REDWOOD. FURNISH AND INSTALL AS INDICATED ON DETAILS.8. TREE TIES: SHALL BE FLEXIBLE NON-DETERIORATING SELF-FASTENING BLACK VINYLTREE TIES OF THE SIZES REQURED TO PROPERLY SUPPORT TREES, "CINCH TIES" OREQUAL.9. ROOT BARRIERS: CONTRACTOR SHALL INSTALL APPROVED ROOT BARRIERS ON ALLTREES WITHIN FIVE (5) FEET OF HARDSCAPE, STRUCTURES, ETC.10. SOD: SOD VARIETY SHALL BE PER PLANS. SOD SHALL BE SUPPLIED BY PACIFIC SODOR APPROVED EQUAL, PURCHASED FROM A RECOGNIZED TURF NURSERY, FIRSTQUALITY, FRESH AND CLEAN.11. AGRIFORM PLANTING TABLETS: SHALL BE 20-10-5 ANALYSIS PROLONGED RELEASENITROGEN. (1) PER 1 GALLON, (2) PER 5 GALLON, (4) PER 15 GALLON, AND (6) PER BOXFOR SPECIMENS LARGER THAN 15 GALLON OR PER DRAWINGS.12. COMMERICAL FERTILIZER: SHALL BEAR THE MANUFACTURER'S GUARANTEEDSTATEMENT OF ANALYSIS AND SHALL BE CONTROLLED RELEASE TYPE FERTILIZER WITHTHE FOLLOWING MINIMUM REQURIEMENTS:16% NITROGEN - 7% PHOSPHORIC ACID - 12% POTASH (+ IRON).13. REDWOOD SHAVINGS: SHALL BE PURE REDWOOD SAWDUST AND SHAVINGS ORNITROGEN FORTIFIED FIR RESULTING FROM MILLING OPERATIONS AND SHALL NOTCONTAIN STICKS, BLOCKS OF WOOD, OR OTHER FOREIGN MATTER. SOURCES OFSHAVINGS SHALL BE APPROVED BY LANDSCAPE ARCHITECT.14. SOIL SULFUR: STANDARD COMMERCIAL BRAND, GUARANTEED ANALYSIS OF 99%SULFUR (EXPRESSED AS ELEMENTAL) SUPPLIED IN UNOPENED BAGS WITH ANALYSISATTACHED.15. BONE MEAL: SHALL BE FINE GROUND, STEAMED, DRY MATERIAL WITH A MINIMUMANALYSIS OF 1% NITROGEN - 30% PHOSPHORIC ACID - 69.5% UNDILUTED BONE.16. SAMPLES: SAMPLES OF REDWOOD SHAVINGS, STEER MANURE, FERTILIZER ANDSEED SHALL BE SUBMITTED FOR APPROVAL AND SHALL BE STORED ON THE SITE UNTILFURNISHING OF MATERIALS IS COMPLETED.17. CERTIFICATES: CERTIFICATES FOR EACH DELIVERY OF BULK MATERIAL SHALL BEFURNISHED TO THE LANDSCAPE ARCHITECT BY THE CONTRACTOR. CERTIFICATESSHALL STATE THE SOURCE, QUANTITY AND TYPE OF MATERIAL AND DATE AND ADDRESSOF THE LOCATIONS IT WAS DELIVERED TO.D. LANDSCAPE GRADING NOTES1. SITE PREPARATION: THE CONTRACTOR SHALL REMOVE ALL WEEDS, ROCKS, DEBRIS,AND OTHER EXTRANEOUS MATERIALS FROM THE JOB SITE PRIOR TO PROCEEDING WITHANY WORK.2. SOIL PREPARATION: ALL SOIL PREPARATION SHALL BE INSTALLED AS PER THE SOILAGRONOMY REPORT TO BE PROVIDED AND PAID FOR BY THE OWNER. SOILS REPORTSHALL CONTAIN FULL SOIL AMENDMENT RECOMMENDATIONS. THE REPORT SHALL BEIMMEDIATELY FORWARDED TO THE LANDSCAPE ARCHITECT UPON COMPLETION.3. SOIL AMENDMENTS: THE SOIL AMENDMENTS SPECIFIED ARE FOR BIDDINGPURPOSES ONLY. THE OWNER SHALL PROVIDE FOR A SOILS AGRONOMY REPORT FROMAN APPROVED SOILS LABORATORY AND/OR ANY ADDITIONAL SPECIFICATION PROVIDEDBY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF PLANT MATERIALS.4. CULTIVATION DEPTH: ALL LANDSCAPE AREAS SHALL BE CULTIVATED TO A DEPTH OFSIX INCHES.5. AMENDMENT MIX: INCORPORATE THE FOLLOWING SOIL AMENDMENTS, OR PERSOILS REPORT, IN THE UPPER 6" OF ALL TILLING OR DISKING UNTIL ALL POCKETS ANDLAYERS OF SOIL AND SOIL CONDITIONERS ARE ELIMINATED. REDWOOD SHAVINGS 6 YARDS PER 1000 SQ. FT. COMMERCIAL FERTILIZER 20 LBS. PER 1000 SQ. FT. GYPSUM 100 LBS. PER 1000 SQ. FT.A. GENERAL NOTES1. BIDDING: IT SHALL BE THE OWNER'S RESPONSIBILITY IN INVITING AND OBTAININGBIDS, SETTING ITS PROVISIONS AND INSTRUCTIONS TO BIDDERS, SECURING THEIRBONDS AND WORKERS COMPENSATION INSURANCE CERTIFICATES, ETC. TO FULLYENSURE THE QUALITY AND TIMELY COMPLETION OF THE PROJECT.2. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS,EQUIPMENT AND SERVICES NECESSARY TO FURNISH, INSTALL, AND COMPLETE ALLLANDSCAPING PER THE DRAWINGS AND SPECIFIED WITHIN.3. PLAN VERIFICATION: THESE DOCUMENTS MAY CONTAIN ERRORS, OMISSIONS,CONTRADICTIONS, ETC. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTSTHOROUGHLY AND SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNERIMMEDIATELY UPON ANY SUCH DISCOVERY OF DISCREPANCY. GOVERNING CODESSHALL THEN APPLY.4. LICENSE: THE CONTRACTOR SHALL BE A C-27 CALIFORNIA STAE LICENSEDLANDSCAPE CONTRACTOR.5. ORDINANCES AND REGULATIONS: ALL LANDSCAPE PLANTING WITHIN THESEDRAWINGS AND SPECIFICATIONS SHALL CONFORM TO ALL APPLICABLE GOVERNINGCODES AND ORDINANCES (LOCAL, COUNTY & STATE).6. PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL OBTAIN, COORDINATE ANDPAY FOR ALL PERMITS, FEES AND AGENCY INSPECTIONS AS REQUIRED.7. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITECONDITIONS BEFORE STARTING WORK. THE LANDSCAPE ARCHITECT AND OWNER SHALLBE NOTIFIED IMMEDIATELY UPON ANY DISCOVERY OF DISCREPANCIES. IN THE EVENTTHIS NOTIFICATION IS NOT PERFORMED, THE LANDSCAPE CONTRACTOR SHALL ASSUMEFULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY.8. LIABLE FOR ENCROACHMENT: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANYENCROACHMENT ONTO ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SET-BACKSOR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED.9. METHODS OF CONSTRUCTION: THE CONTRACTOR IS SOLELY RESPONSIBLE FORALL CONSTRUCTION METHODS, MEANS, SEQUENCES, PROCEDURES AND TECHNIQUES.THE LANDSCAPE ARCHTECTURAL FIRM IS NOT LIABLE FOR CONSTRUCTION METHODS.10. SAFETY: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAININGAND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION.11. UTILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THELOCATION OF ALL UNDERGROUND UTILITIES, ELECTRICAL CABLES, CONDUITS, ANDIRRIGATION LINES PRIOR TO ANY CONSTRUCTION, SO THAT PROPER PRECAUTIONS MAYBE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS.12. INSURANCE: THE CONTRACTOR SHALL OBTAIN (AND KEEP IN FORCE DURING THEPERIOD OF THE CONTRACT) PUBLIC LIABILITY, WORKMAN'S COMPENSATION ANDPROPERTY DAMAGE INSURANCE, AS REQUIRED BY ALL APPLICABLE CODES ANDREGULATIONS.13. LIABLE FOR DAMAGE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGECAUSED BY ITS OPERATIONS TO UTILITIES, EXISTING PLANTING, CONSTRUCTION,PERSONS, PROPERTY, ETC. AND SHALL PROVIDE PROTECTIVE MEANS TO GUARDAGAINST DAMAGE.14. COORDINATION: CONTRACTOR SHALL COORDINATE ALL LANDSCAPECONSTRUCTION WITH APPROPRIATE TRADES THROUGH THE OWNER BEFORE STARTINGWORK.15. PLANTING PLANS: THE PLANTING PLANS ARE GENERALLY DIAGRAMMATIC ANDINDICATIVE OF THE WORK TO BE INSTALLED. THE CONTRACTOR SHALL MAKE MINORADJUSTMENTS DURING INSTALLATION TO AVOID CONFLICTS BETWEEN, EXISTINGIRRIGATION, EXISTING PLANTING, ARCHITECTURAL FEATURES AND UTILITIES.16. DIMENSIONS: ALL SCALE DIMENSIONS ARE APPROXIMATE. WRITTEN DIMENSIONSON DETAILS AND PLANS TAKE PRECEDENCE OVER SCALED DIMENSIONS.17. PLANTING NOTES: SEE GENERAL NOTES ON THE DRAWINGS FOR ADDITIONALWORK REQUIRED, BUT NOT SPECIFICALLY MENTIONED IN THESE SPECIFICATIONS. ALLWORK CALLED FOR ON THE DRAWINGS BY NOTES SHALL BE FURNISHED AND INSTALLEDWHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS AND/ORDETAILS.18. MATERIALS: ALL MATERIALS AND EQUIPMENT SPECIFIED IN THESE DRAWINGSSHALL BE NEW AND IN PERFECT CONDITION OR THE BEST GRADE OF THEIR RESPECTIVEKINDS WHERE INSTALLED AND SHALL BE INSTALLED IN ACCORDANCE WITHTHE MANUFACTURER'S SPECIFICATIONS.19. SUBSTITUTIONS: DESIGN, MATERIAL, EQUIPMENT AND PRODUCTS OTHER THANTHOSE DESCRIBED OR INDICATED ON DRAWINGS MAY BE CONSIDERED FOR USE.WRITTEN APPROVAL FOR SUBSTITUTIONS SHALL BE OBTAINED FRM THE OWNER ANDLANDSCAPE ARCHITECT. ALL SUBSTITUTIONS SHALL CONFORM TO LOCAL CODES ANDORDINANCES. ANY EQUIPMENT OR MATERIALS INSTALLED WITHOUT APPROVAL BY THEOWNER OR LANDSCAPE ARCHITECT MAY BE REJECTED AND REMOVED ATCONTRACTOR'S EXPENSE.20. NOTICE OF COMPLETION: THE COMPLETION OF THE CONTRACT SHALL BEACCEPTED, AND NOTICE OF COMPLETION RECORDED ONLY WHEN THE ENTIRECONTRACT IS COMPLETED TO THE SATISFACTION OF THE OWNER'S AUTHORIZEDREPRESENTATIVE.21. SITE MAINTENANCE: CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN ANDFREE FROM RUBBISH AND DEBRIS. ALL DEBRIS SHALL BE REMOVED FROM SITE PERLOCAL CODE AND ORDINANCES.22. MAINTENANCE INSTRUCTIONS: AT THE COMPLETION OF THE PROJECT, THECONTRACTOR SHALL INSTRUCT THE OWNER'S AUTHORIZED REPRESENTATIVE ON HOWTO PROPERLY MAINTAIN AND CARE FOR LANDSCAPE PLANTINGS.23. GUARANTEE: THE ENTIRE LANDSCAPE INCLUDING ALL WORK DONE UNDER THISCONTRACT, SHALL BE GUARANTEED AGAINST ALL DEFECTS AND FAULT OF MATERIALAND WORKMANSHIP, AND SHALL BE IN PERFECT WORKING ORDER FOR 90 DAYS FROMDATE OF COMPLETION BY THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER. TREESSHALL BE GUARANTEED FOR ONE (1) YEAR. ALL MATERIALS USED SHALL CARRY AMANUFACTURER'S GUARANTEE OF MINIMUM ONE (1) YEAR. ANY SETTLING OFTREE/SHRUB WELLS WHICH MAY OCCUR DURING THE 90 DAY PERIOD PRIOR TO FINALACCEPTANCE SHALL BE REPAIRED TO THE OWNER'S SATISFACTION BY THECONTRACTOR WITHOUT EXPENSE TO THE OWNER -INCLUDING THE COMPLETERESTORATION OF ALL DAMAGED PLANTING, PAVING OR OTHER IMPROVEMENTS OF ANYKIND.B. FIELD OBSERVATIONS1. REQUIRED FIELD OBSERVATION WORK: THESE PLANS WERE PREPARED WITH THEUNDERSTANDING THAT THE OWNER OF SAID PLANS WILL USE PROFESSIONAL DESIGNASSOCIATES TO PROVIDE 'FULL' CONTRACT SERVICES INCLUDING FIELD OBSERVATIONSERVICES DURING CONSTRUCTION. FAILURE TO USE PROFESSIONAL DESIGNASSOCIATES TO PROVIDE AND COMPLETE THE FIELD OBSERVATION SERVICES SETFORTH HEREIN WILL SIGNIFICANTLY INCREASE THE MISINTERPRETATION OF THE INTENTOF THE DESIGN. ANY UNAUTHORIZED MODIFICATIONS THERETO, AND FAILURE TODETECT ERRORS AND OMISSIONS IN THE PLANS AND SPECIFICATIONS CAN BECOMECOSTLY MISTAKES BUILT INTO THE PROJECT. THEREFORE, IN THE EVENT THATPROFESSIONAL DESIGN ASSOCIATES IS OTHERWISE PRECLUDED FROM COMPLETINGTHE FIELD OBSERVATION SERVICES SET FORTH HEREIN, THE OWNER, OR SUBSEQUENTOWNER (INDIVIDUALS OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS WITHTHE PROJECT), AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND PROFESSIONALDESIGN ASSOCIATES AND THEIR CONSULTANTS FROM AND AGAINST ANY AND ALLCLAIMS.6. APPLICATION: WHEN HYDRAULICALLY SPRAYED ON THE SOIL SURFACE, THEHYDRO-MULCHING SHALL FORM A BLOTTER-LIKE GROUND COVER IMPREGNATEDUNIFORMLY WITHSEED AND FERTILIZER AND SHALL ALLOW THE ABSORPTION OFMOISTURE AND RAINFALL PERCOLATE TO THE UNDERLYING SOIL. REMOVE ALL FIBERAPPLIED TO DRAIN GUTTERS, STREETS, WALLS AND OTHER CONSTRUCTION. LEAVE SITEBROOM-CLEAN.7. GERMINATION: THE LANDSCAPE ARCHITECT SHALL CERTIFY THAT HYDROSEEDEDAREAS HAVE ACHIEVED EVEN GERMINATION. UNEVEN GERMINATED AREAS SHALL BERESEEDED UNTIL EVEN GERMINATION HAS BEEN ACHIEVED.8. CERTIFICATION: CERTIFICATES FOR EACH DELIVERY OF BULK MATERIAL SHALL BEFURNISHED TO THE LANDSCAPE ARCHITECT BY THE CONTRACTOR. CERTIFICATESSHALL STATE THE SOURCE, QUANTITY AND TYPE OF MATERIAL AND DATE AND ADDRESSOF THE LOCATIONS IT WAS DELIVERED TO.9. DEFECTS: ALL DEFECTS IN HYDROSEED PLANTING SHALL BE CORRECTED THROUGHTHE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THESATISFACTION OF THE OWNER.L. MAINTENANCE NOTES1. MAINTENANCE PERIOD: THE MAINTENANCE PERIOD SHALL BE FOR 90 CALENDARDAYS BEGINNING ON THE DAY OF THE CHECK INSPECTION AFTER ALL WORK HAS BEENINSTALLED AND APPROVED BY THE LANDSCAPE ARCHITECT. THE MAINTENACE PERIODMAY BE EXTENDED TO INCLUDE ANY ADDITIONAL TIME THAT MAY BE REQUIRED TO MEETTHE REQUIREMENTS OF THE WORK SPECIFIED.2. GENERAL: THE GENRAL CARE AND MAINTENANCE OF ALL AREAS SHALL CONSIST OFPROPER WATERING, FERTILIZATION, WEEDING, RODENT CONTROL, CLEAN-UP, ETC.3. SAFETY: ALL PLANT MATERIALS SHALL BE CHECKED AND MAINTAINED AS REQUIREDIN AN ON-GOING PROGRAM TO ASSURE A SAFE ENVIRONMENT.4. WATERING: WATER ALL PLANTINGS TO ASSURE COMPLETE GERMINATION OF ALLSEEDED AREAS AND CONTINUED GROWTH OF THE PLANTS. AREAS THAT DO NOT HAVEADEQUATE IRRIGATION COVERAGE OR WHICH MAY REQUIRE ADDITIONAL DEEPWATERING SHALL BE WATERED BY HAND AS REQUIRED.5. IRRIGATION COVERAGE: ADJUST ALL IRRIGATION HEADS IN EACH AREA AND ZONEOF EXPOSURE SO THAT THE OPTIMUM AMOUNT OF WATER IS APPLIED AT THE PROPERTIMES WITHOUT OVERTHROW ONTO WALLS, WALKS, ETC.6. CULTIVATING AND WEEDING: CULTIVATE AND WEED ALL PLANTED AREAS ATREGULAR INTERVALS NOT TO EXCEED 15 DAYS. EXERCISE CARE WHEN CULTIVATING TOAVOID DAMAGE TO ROOTS OF THE GROWING PLANTS.7. CHEMICAL HERBICIDES: A CERTIFIED TECHNICIAN SHALL APPLY CHEMICALHERBICIDES TO CONTROL WEEDS AT THE OPTION OF THE CONTRACTOR AND UPONPRIOR APPROVAL BY THE LANDSCAPE ARCHITECT.8. PEST AND DISEASE CONTROL: A CERTIFICED TECHNICIAN SHALL SPRAY ASNECESSARY TO CONTROL ALL INFESTATIONS.9. RODENT CONTROL: THE CONTRACTOR SHALL TAKE THE NECESSARY STEPS TOELIMINATE ANY RODENTS ENCOUNTERED ON SITE.10. PRUNING: ALL PRUNING SHALL BE IN ACCORDANCE WITH ISA STANDARDS.DAMAGED, DEAD OR DRYING BRANCHES SHALL BE REMOVED BACK TO A POINT OFGROWTH.11. PLANT REPLACEMENTS: DURING THE MAINTENACE PERIOD, SHOULD ANY PLANTSHOW WEAKNESS AND PROBABILITY OF DYING, IT SHALL BE REPLACED BY THECONTRACTOR WITHIN 5 DAYS OF NOTIFICATION TO DO SO. AT THE END OF THEMAINTENACE PERIOD, ALL PLANT MATERIAL SHALL BE IN A HEALTHY, GROWINGCONDITION.12. TURF AREAS: AT THE END OF EACH THIRTY(30) DAY PERIOD OF MAINTENANCE, THECONTRACTOR SHALL DO THE FOLLOWING: OVERSEED ALL SPOTS OR AREAS WHERENORMAL SOD ESTABLISHMENT IS NOT EVIDENT. REMOVE ALL ROCKS OR OTHER DEBRISTHAT CONSTITUTE A HINDRANCE TO MOWING. FILL ALL DEPRESSIONS AND ERODEDCHANNELS WITH SUFFICIENT TOP SOIL TO RAISE TO PROPER GRADE, COMPACT LIGHTLYAND RESOD THE FILLED AREAS.13. TURF WEED CONTROL: TURF AREAS SHALL BE TREATED WITH A BROADLEAF WEEDKILLER APPLIED PER MANUFACTURER'S RECOMMENDATIONS.14. TURF FERTILIZER: FERTILIZE ALL TURF AREAS WITH COMMERCIAL FERTILIZER,16-6-8 MINIMUM ANALYSIS, AT THE RATE OF TEN (10) POUNDS PER 1000 SQ. FT. OF AREA.15. MOWING: MOW ALL TURF AREAS BEFORE THEY REACH A HEIGHT OF THREE INCHESWITH MOWER SET AT TWO INCHES. MAINTAIN ALL TURF AREAS AT A TWO INCH HEIGHTTHROUGHOUT THE MAINTENANCE PERIOD.16. RE-HYDROSEEDING: THE CONTRACTOR SHALL RE-HYDROSEED ALL HYDROSEEDEDAREAS ERODED OR NON-GERMINATING AT THE END OF EACH THIRTY DAYS.17. CLEAN-UP: DURING THE COURSE OF THE MAINTENANCE WORK, THE CONTRACTORSHALL REMOVE SURPLUS MATERIALS AND DEBRIS FROM THE SITE AND SHALL MAINTAINTHE PREMISES IN A NEAT AND CLEAN CONDITION AT ALL TIMES.18. FINAL INSPECTION: WILL BE HELD AT THE END OF THE 90-DAY MAINTENANCEPERIOD.I. BROADCAST SEEDED TURF NOTES1. SOIL PREPARATION: ALL ROCKS OVER 1/2" SHALL BE REMOVED AND SHALL BERAKED TO FINISH GRADE. (1" BELOW CONCRETE).2. SITE PREPARATION: AFTER PREPARATION OF SOIL, THE AREA MUST BEPRE-IRRIGATED TO WET IT TO A DEPTH OF FOUR INCHES. IT SHALL BE DAMP BUT NOTMUDDY AND WITHOUTDEPRESSIONS.3. SEED PACKAGING: ALL SEED SHALL BE DELIVERED TO THE SITE IN SEALED BAGS.EACH SEED MIX SHALL BE PACKAGED SUCH THAT EACH SEED TYPE IS BAGGEDSEPARATELY AND IN THE CORRECT PRE-WEIGHTED PROPORTIONS FOR THE SEED MIX.4. SEED MIX: SEED AT RECOMMENDED RATES, SEED MIX, SPECIES PER PLANS, SHALLBE EVENLY APPLIED AND WITH GOOD COVERAGE.SEED MIX SHALL CONTAIN: FERTILIZER (12-12-12) 10 LBS./1000 SQ. FT. MULCH 1800 LBS./ACRE5. WATERING: AFTER HYDROSEEDING, IRRIGATE MODERATELY TO ENSURE MOISTUREPENETRATION.6. PROTECTION: AT ALL TIMES ADEQUATE PROTECTION SHALL BE FURNISHED FOR ALLPLANTED AREAS AGAINST DAMAGE OF ANY KND, UNTIL FINAL ACCEPTANCE OF WORK.7. CERTIFICATION: CERTIFICATES FOR EACH DELIVERY OF BULK MATERIAL SHALL BEFURNISHED TO THE LANDSCAPE ARCHITECT BY THE CONTRACTOR. CERTIFICATESSHALL STATE THE SOURCE, QUANTITY AND TYPE OF MATERIAL AND DATE AND ADDRESSOF THE LOCATIONS IT WAS DELIVERED TO.J. SLOPE PLANTING NOTES1. GENERAL: THE OWNER SHALL HAVE A SOIL ANALYSIS MADE AFTER COMPLETION OFTHE ROUGH GRADING. THE CONTRACTOR SHALL INCORPORATE ALL SOIL AMENDMENTSAND FERTILIZERS PRESCRIBED PER SOIL AGRONOMY REPORT. THE SOIL PREPARATIONSPECIFIED BELOW SHALL BE ADJUSTED ACCORDINGLY TO THE ANALYSIS.2. SLOPE TEXTURING (CUT SLOPES): THESE SURFACES SHALL BE ROUGHENED IN AHORIZONTAL DIRECTION FOLLOWING THE CONTOUR OF THE SLOPE. THE ROUGHENEDTEXTURE SHALL BE MADE BY HAND RAKING OR SIMILAR MECHANICAL MEANS.3. SLOPE TEXTURING (FILL SLOPES): THESE SURFACES SHALL BE COMPACTED ANDFINISHED AND ALSO ROUGHENED IN A HORIZONTAL DIRECTION FOLLOWING THECONTOUR OF THE SLOPES. THE ROUGHENED TEXTURE SHALL BE MADE BY HANDRAKING OR SIMILAR MECHANICAL MEANS.4. WEED ERADICATION PROCEDURES:A. MANUALLY REMOVE ALL EXISTING VEGETATION AND DISPOSE OF IT OFF-SITE IN ASUITABLE AND LAWFUL MANNER.B. FERTILIZE ALL PLANTING AREAS WITH FERTILIZER BASED ON SOIL LAB'SRECOMMENDATIONS. (SEE PLANTING DETAIL SHEET). ADD ANY AND ALL SOILAMENDMENTS AS REQUIRED, PER THE SOIL ANALYSIS. BEGIN WATERINGPROCESS TO ACTIVATE FERTILIZER AND ADDITIVE CHEMICALS.C. WATER ALL PLANTING AREAS THOROUGHLY AND CONTINUOUSLY FOR A PERIOD OFTWO (2) CONSECUTIVE WEEKS. THE LANDSCAPE ARCHITECT SHALL APPROVE SPECIFICWATERING DURATION AND FREQUENCY PROGRAM DESIGNED TO GERMINATE ALLRESIDUAL WEED SEEDS.D. DISCONTINUE WATERING PROCESS FOR TWO (2) DAYS, THEN APPLY 'ROUND-UP' TOTHE SLOPES PER THE PEST CONTROL ADVISOR'S RECOMMENDATIONS. NO WATERSHALL BE APPLIED FOR A MINIMUM OF FOUR (4) DAYS FOLLOWING APPLICATION OFCONTACT WEED KILLER.E. ALLOW SUFFICIENT PERIOD OF TIME TO ENSURE THAT ALL WEEDS ARE DEAD. REPEATTHE ABOVE PROCEDURE AS MANY TIMES AS NECESSARY TO ACHIEVE A WEED-FREECONDITION.F. CLEAR ALL DESICCATED WEEDS FROM THE SLOPES TO THE FINISHED GRADE.5. WATERING: WATER ALL PLANTING AREAS THROUGHLY AND CONTINUOUSLY FORTHREE (3) CONSECUTIVE DAYS TO SATURATE UPPER LAYERS OF SOIL PRIOR TOPLANTING.6. PLANTING: PLANT TREES AND SHRUBS AS CALLED FOR WHERE INDICATED ONPLANTING PLAN AND AS DETAILED ON PLANTING DETAIL SHEET. SUBSTITUTIONS OFPLANTS WILL NOT BE ACCEPTED UNLESS APPROVED BY LANDSCAPE ARCHITECT.INSTALL AGRI-FORM PLANTING TABLETS AS CALLED FOR IN LEGEND. PLANT ALLCONTAINER GROWN PLANTS IN PLANTING PITS TWO (2) TIMES WIDER AND THE SAMEDEPTH AS THE ROOTBALL. THOROUGHLY MIX THE SPECIFIED MATERIALS FOUND IN THESOIL ANALYSIS REPORT AND THOSE SPECIFIED ON THE PLANTING DETAIL SHEET, WITHTHE SITE SOIL, PRIOR TO BACKFILLING OF PLANTING PITS.7. DEFECTS: ALL DEFECTS IN SLOPE PLANTING SHALL BE CORRECTED THROUGH THEGUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THESATISFACTION OF THE OWNER.K. HYDROSEEDING NOTES1. SEED PACKAGING: ALL SEED SHALL BE DELIVERED TO THE SITE IN SEALED BAGS.EACH SEED MIX SHALL BE PACKAGED SUCH THAT EACH SEED TYPE IS BAGGEDSEPARATELY AND IN THE CORRECT PRE-WEIGHTED PROPORTIONS FOR THE SEED MIX.2. HYDROSEED MIX: HYDROSEED MIX AND MULCH SHALL BE AMENDED TO SUITSPECIFIC SITE CONDITIONS. VERIFY HYDROSEED MIX WITH THE LANDSCAPE ARCHITECT,UPON RESULTS OF THE SOIL ANALYSIS. THE MIX SHALL BE APPLIED TO ALL SLOPEAREAS DIRECTLY AFTER THE INSTALLATION OF ALL PLANT MATERIALS AS FINALDRESSING. SEE PLANTING DETAIL SHEET FOR TYPE AND QUANTITY OF SEED MIX,FERTILIZER AND ADDITIONAL AMENDMENTS.3. WATERING: WATER ALL PLANTING AREAS THOROUGHLY AND CONTINUOUSLY FORTHREE (3) CONSECUTIVE DAYS TO SATURATE UPPER LAYERS OF SOIL PRIOR TO THEHYDROSEEDING OPERATION. THEN ALLOW PLANTING AREA SOIL SURFACE TO DRY OUTFOR ONE (1) DAY ONLY, PRIOR TO THE HYDROSEEDING APPLICATION. CARE MUST BETAKEN NOT TO ALLOW THE SOLID SURFACE TO SUPER-SATURATE WITH WATER PRIOR TOTHE HYDROSEEDING INSTALLATION. AT THE SAME TIME, THE SOIL SURFACE SHOULDNOT BE BONE DRY. THERE SHOULD BE SOME RESIDUAL MOISTURE WITHIN THEFIRST 1/2" OF SOIL SURFACE.4. EQUIPMENT: HYDRAULIC EQUIPMENT USED FOR THE APPLICATION OF THEFERTILIZER, SEED AND FIBER MULCH, SHALL BE OF THE 'SUPER HYDROSEEDER' TYPE, ASAPPROVED BY THE LANDSCAPE ARCHITECT. THIS EQUIPMENT SHALL HAVE A BUILT-INAGITATOR SYSTEM AND OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND, ANDHOMOGENEOUSLY MIX A SLURRY CONTAINING NOT LESS THAN 40LBS. OF FIBER MULCHPLUS A COMBINATION OF 7 LBS. OF FERTILIZER SOLIDS FOR EACH 100 GALLONS OFWATER. THE SLURRY DISTRIBUTION LINES SHALL BE LARGE ENOUGH TO PREVENTSTOPPAGE AND SHALL BE EQUIPPED WITH A SET OF HYDRAULIC SPRAY NOZZLES WHICHSHALL PLACE THE SLURRY TANK AND SPRAY NOZZLE WITHIN SUFFICIENT PROXIMITY TOTHE AREAS TO BE SEEDED.5. PREPARATION: THE SLURRY PREPARATION SHALL TAKE PLACE AT THE SITE OFWORK AND SHALL BEGIN BY ADDING WATER TO THE TANK WHEN THE ENGINE IS AT HALFTHROTTLE. WHEN THE WATER LEVEL HAS REACHED HEIGHTS OF THE AGITATOR SHAFT,GOOD CIRCULATION SHALL BE ESTABLISHED AND AT THIS TIME THE SEED SHALL BEADDED. FERTILIZER SHALL THEN BE ADDED, FOLLOWED BY THE FIBER MULCH. THEFIBER MULCH SHALL ONLY BE ADDED TO THE MIXTURE AFTER THE SEED AND WHEN THETANK IS AT LEAST ONE-THIRD FILLED WITH WATER. ALL FIBER MULCH SHALL BE ADDEDBY THE TIME THE TANK IS TWO-THIRDS TO THREE -FOURTHS FULL. SPRAYING SHALLCOMMENCE IMMEDIATELY WHEN THE TANK IS FULL.N/AS.C.SPECIFICATIONSPLANTING12EACSLUFOEEHSNTREBMYSSVERI NOIWARDBNTADESTEEHSLTEHSE TITEEEDOLEVPREAITOCSSAS(909) 949-6159 / fax (909) 985-3405Upland, California 91786-4297eECTPROJdnaL1793 W. Arrow Highwaypecsa ticrAh stcPROFESSIONALNDIES GPC#DATE:1212-15-2021(949) 348-8162 (909) 348-8163 FAXMISSION VIEJO, CA. 9269127271 LAS RAMBLAS SUITE 100WOODBRIDGE PACIFIC GROUPJEWELAT PGA WEST CONDOLA QUINTA, CA. TRACT# 36537-112/15/2021ATT: BOB RICHARDSBRICHARDS@WOODBRIDGEPACIFIC.COMMODEL HOMESLANDSCAPE PLAN