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MUP 2020-0013 Carmela Model Homes (01.26.21)
January 26, 2021 Mario Ornelas DR Horton, America’s Builder 2280 Wardlow Circle Suite 100 Corona, CA 92878 SUBJECT: MINOR USE PERMIT 2020-0013 CARMELA MODEL HOMES Dear Mr. Ornelas: The City of La Quinta Design and Development Department has reviewed and approved Minor Use Permit 2020-0013, for a model home complex site on Lots 4-7 within the Carmela Development, subject to the information on file and attached and the following conditions of approval: Planning 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. Applicant shall secure approval of precise grading and building permit for construction of the model home site. 3. 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. Fire 4. 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) 5. 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 6. 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. 7. 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 Building 8. 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. Currently under review in Precise Grading Application PG2020-0035 and Temporary Sales Permit BRES2020-0326. Public Works 9. See approved Precise Grading Plans for site and temporary lot improvements. 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) 777-7086. Sincerely, Sijifredo Fernandez Associate Planner STATE OF CALI F O R NIA JO H N T. NORTONDATEEXP. 5/31/22SIGNATUREL I CENSED L ANDSCAPE ARCHITECT3332REVISIONDATEl a n d s c a p e a r c h i t e c t u r el a n d p l a n n i n gT E L 9 4 9 2 7 6 6 5 0 0 F A X 9 4 9 2 7 6 6 5 0 6w w w . s j a i n c . c o mThese designs and drawings are CONFIDENTIAL and the exclusive property of SJA Inc. and are not to be used, duplicated, or distributed without the express permission of SJA Inc. copyright 2001 © SJA Inc. all rights reserved 7859 SITIO COCOCARLSBAD, CA 9200915CARMELA Tr. 31874-1&2 MODEL HOMES LA QUNITA, CA 2280 Wardlow Circle Suite 100, Corona, CA 92880 DR HortonBZJNJNMODELXXXX12/10/20Know what'sbelow.before you dig.CallTITLE SHEET1N/AABBREVIATIONSACAIR CONDITIONING UNITCLCENTER LINECLRCLEARBCBOTTOM OF CURBBCRBEGINNING OF CURVE RADIUSBOSBOTTOM OF SLOPEBSBOTTOM OF STEPEAEACHFGFINISH GRADEFLFLOW LINEFOCFACE OF CURBFSFINISH SURFACEFTGFOOTINGGBGRADE BREAKINVINVERTIRINNER RADIUSLALANDSCAPE ARCHITECTOROUTER RADIUSP/LPROPERTY LINEPOBPOINT OF BEGINNINGRRADIUSR/WRIGHT OF WAYRAD.RADIUSSIMSIMILARTFTOP OF FOOTINGTGTOP OF GRATETOCTOP OF CURBTOSTOP OF SLOPETSTOP OF STEPTWTOP OF WALLTYPTYPICALLANDSCAPE ARCHITECTCLIENTSJA, INC.31726 RANCHO VIEJO ROAD, SUITE 201SAN JUAN CAPISTRANO, CA 92675TEL: (949) 276-6500FAX: (949) 276-6506CONTACT: JACK NORTONCONTACTSSIGNATUREDATELANDSCAPE ARCHITECT LANDSCAPE ARCHITECT STATEMENTI AGREE THAT THIS LANDSCAPE DOCUMENTATION PACKAGECOMPLIES WITH THE IRRIGATION AND LANDSCAPINGREQUIREMENTS AS OUTLINED BY COACHELLA VALLEY WATERDISTRICT12/10/2020DR HORTON2280 WARDLOW CIRCLE, SUITE 100CORONA, CA 92880TEL: (951) 739-5442CONTACT: MARIO ORNELASCARMELATRACT 31874 -1&2LANDSCAPE CONSTRUCTION DOCUMENTS-FOR-MODEL HOMESVICINITY MAPSCALE: NTSSCALE: NTSINDEX MAPMODELSSHEET INDEXTITLE SHEET 1CONSTRUCTION PLAN 2-3CONSTRUCTION DETAILS 4-5CONSTRUCTION SPECIFICATIONS 6IRRIGATION PLAN 7-8IRRIGATION DETAILS 9-10IRRIGATION SPECIFICATIONS 11PLANTING PLAN12-13PLANTING DETAILS 14PLANTING SPECIFICATIONS15 LOT 6PLAN 3.2990MEDITERRANEANLOT 7FALLOWBEDROOMBEDROOMBEDROOMBEDROOMDININGGREAT ROOMKITCHENCALIFORNIA ROOMBATHBATHPANTRYNOOK7'-0" MAXIMUM CL6'2'2'15'R21'-3"9'34'-9"8'-6"PAPAPAPAPAAABBB3'12'-3"CL18'2'-6"3'15'3' 5'3'SQ3'3'-3"3'3'5'ALIGNALIGN DDDBBPAPAPAPAPAPA324'-6"CL3'-3"3'-3"781212141414141413151616171818177'-6"10'-6"1920ALIGNF4212223F521PA9'-9"2'-6"TURFTURFDSTATE OF CALI F O R NIA JO H N T. NORTONDATEEXP. 5/31/22SIGNATUREL I CENSED L ANDSCAPE ARCHITECT3332REVISIONDATEl a n d s c a p e a r c h i t e c t u r el a n d p l a n n i n gT E L 9 4 9 2 7 6 6 5 0 0 F A X 9 4 9 2 7 6 6 5 0 6w w w . s j a i n c . c o mThese designs and drawings are CONFIDENTIAL and the exclusive property of SJA Inc. and are not to be used, duplicated, or distributed without the express permission of SJA Inc. copyright 2001 © SJA Inc. all rights reserved 7859 SITIO COCOCARLSBAD, CA 9200915CARMELA Tr. 31874-1&2 MODEL HOMES LA QUNITA, CA 2280 Wardlow Circle Suite 100, Corona, CA 92880 DR HortonBZJNJNMODELXXXX12/10/2030'SCALE: 1" = 10'10'010'Know what'sbelow.before you dig.Call- SEE MATCHLINE - SEE SHEET 3 A ATHE DEVELOPER SHALL MAINTAIN ALL IMPROVEMENTS UNTILMAINTENANCE RESPONSIBILITY IS TURNED OVER TO THE HOMEOWNER.ALL IMPROVEMENTS SHALL BE MAINTAINED BY PRIVATE HOMEOWNERHARDSCAPE MATERIALS MATRIXLOTVENEERSTUCCO FINISHCONCRETEPAVING ( SEENOTES) MISCGRAVEL/D.G.WALL/PILASTER CAPS6N/AN/ACOLOR TBDN/A3/8" DESERT GOLDN/ANOTE: VERIFY ALL STONE/STUCCO COLORS MATCH BUILDINGS - IN THE EVENT COLORS DO NOT MATCH, CONTACT LANDSCAPE ARCHITECT TOVERIFY. STONE PAVING SHALL HAVE A NATURAL, RANDOM EDGE AND IRREGULAR JOINT LINES - DO NOT SAW CUT STONE JOINTS,"BID PURPOSE ONLY, NOT FOR CONSTRUCTION"CONSTRUCTION PLAN21"=10'ALEGREVIA LA SERANA CONSTRUCTION NOTATION1TEMPORARY HANDICAP ACCESSIBLE PATH OF TRAVELW/ 5% MAX. SLOPE & 2% MAX. CROSS SLOPE - TO BEREMOVED @ MODEL BUILD OUTTEMPORARY HANDICAP ACCESSIBLE PARKING SPACEW/ SIGNAGE & 36" MIN. SQ. UNIVERSAL ADA SYMBOL INADA APPROVED REFLECTIVE WARNING MATERIAL - SEEB/4 - TO BE REMOVED @ MODEL BUILD OUTTEMPORARY ADA ACCESSIBLE RESTROOM PROVIDE BYBUILDER - TO BE REMOVED @ MODEL BUILD OUTTEMPORARY RESTROOM SCREEN FENCE - TO BEREMOVED @ MODEL BUILD OUT - SEE DETAIL J/4TEMPORARY HANDICAP ACCESSIBLE STRIPED LOADINGZONE TO BE ADA APPROVED REFLECTIVE WARNINGMATERIAL W/ "NO PARKING" PAINTED IN 12" HIGHLETTERING IN ADA REFLECTIVE WARNING MATERIALSO IT MAY BE VISIBLE FOR LOCAL TRAFFICENFORCEMENT - SEE B/4 - TO BE REMOVED @ MODELBUILD OUTTEMPORARY WHEEL STOP - TO BE REMOVED @ MODELBUILD OUTTRAP FENCE ACCESS GATE W/ CANE BOLT & LOCK - TOBE REMOVED @ MODEL BUILD OUTTRAP FENCE - TO BE REMOVED @ MODEL BUILD OUT -SEE DETAIL A/5TEMPORARY A/C PAVING - TO BE REMOVED @MODELBUILD-OUTREDWOOD HEADER @ ASPHALT EDGE - TO BE REMOVED@ MODEL BUILD-OUT - SEE DETAIL E/4TEMPORARY 6" ASPHALT CURB @ PARKING LOTAPPROACHPRODUCTION SIDEWALKPRODUCTION FRONT GATE PER PRODUCTION PLANFENCING - PER PRODUCTION PLANRIGHT OF WAYPROPERTY LINEBLACK ALUMINUM LAWN EDGING - SEE I/4 SIMILAR2X4 REDWOOD HEADER SEE DETAIL E/4A/C UNIT LOCATION - TO BE VERIFIED IN FIELD36" HIGH COUNTER TO MATCH INTERIOR W/OUTDOORFURNITURE & WALL ART BY INTERIOR DESIGNERPLANTING POT PER PLANTING PLANBENCH TO BE SELECTEDTEMPORARY VINYL FENCE & GATE COLOR MATCHADJACENT PRODUCTION FENCEFIRE TABLE TO BE SELECTEDNOTE: ALL "OR EQUAL" ITEMS SHALL BE APPROVED BY THELANDSCAPE ARCHITECT PRIOR TO PURCHASE AND/ORINSTALLATION. IF ITEMS DO NOT MATCH SPEC., CONTRACTORSHALL BE REMOVE AND REPLACE SAID ITEMS WITH ITEMSTHAT MATCH SPEC. TO THE SATISFACTION OF THE LANDSCAPEARCHITECT AND OWNER, ALL AT NO COST TO THE OWNER.23456789101112131415161718192021232422TYPICALTYP.AIR CONDITIONING UNITSYMBOL LEGEND AC(SUPPLIED BY OWNER, INSTALLED BY CONTRACTOR)SIGN LEGENDPARKING LOT SIGNHANDICAP PARKING SIGN - PER CITY SPECIFICATIONS - SEE C/4 'WATCH YOUR STEP' SIGNSALES INFORMATION SIGNMODEL IDENTIFICATION SIGNACCESSIBLEROUTEHANDICAP ACCESSIBLE ROUTE 20:1 MAX W/ 2% MAX. CROSS SLOPEPLANTER AREAPACLCENTERLINESQ.SQUAREPROJECT I.D. SIGNMODEL BUILD OUTPROPERTY LINELPSIM.SIMILARSTAIR RISER - SEE DETAIL PER PLANPAVING LEGEND ABCURB CORE LOCATIONS4" DIAMETER NONPERFORATED ABS DRAIN PIPE.EXPANSION JOINTAREA DRAIN PER CIVIL'S PLANS1EQUALEQ.CDTEMPORARY 3-1/2" THICK CONCRETE PAVING W/ 3/4" DEEP SAWCUTJOINTS AND TOPCAST 25 FINISH - NATURAL COLOR - TO BE REMOVED @MODEL BUILD-OUT - SEE DETAIL A/43-1/2" THICK CONCRETE PAVING (DRIVEWAY THICKNESS PERENGINEER) W/ 3/4" DEEP SAWCUT JOINTS AND TOPCAST 25 FINISH -NATURAL COLOR - SEE DETAIL A/4TILE PAVING ON CONCRETE BASE , REFER TO MATERIAL MATRIX ONSHEET 3 - SEE DETAIL X/X3" DEEP LAYER CRUSHED GRAVEL /D.G., REFER TO MATERIAL MATRIXSHEET 2&3 - AVAIL THRU: SOUTHWEST BOULDER & STONE (877)792-7625 - PLACE OVER FILTER FABRIC - SEE DETAIL E/43-1/2" THICK CONCRETE PAVING (DRIVEWAY THICKNESS PERENGINEER) W/ 3/4" DEEP SAWCUT JOINTS AND TOPCAST 75 FINISH -NATURAL COLOR - SEE DETAIL A/4WATER EFFICIENT LANDSCAPE SIGN B/5 2345678ALIGN W/ ADJACENT SURFACENOTE: ALL SIGNAGE IS TEMPORARY - DESIGN PER BUILDER - REMOVE @ NOTE: CONNECT ALL DOWNSPOUTS TO LANDSCAPE DRAINAGE SYSTEMUPLIGHT - SEE LIGHTING LEGENDALIGNHANDICAP ACCESSIBLE RESTROOM SIGN(ALL CONCRETE 3000 PSI)EXXDETAIL LETTERCONSTRUCTION DETAILSHEET NUMBERREFER TO SHEET 3 FOR NOTES LOT 5PLAN 2X.2911TUSCANLOT 4TEMP.PARKING LOTBATHBEDROOMDENBEDROOMBATHBEDROOMCALIFORNIA ROOMGREAT ROOMDININGCOURTYARDCASITAKITCHENNOOKHOBBY7'-0" MAXIMUMNO PARKINGR 5 'R5'CLCLCL10'-9"24'16'2'4'4'3' 21'9' TYP 5' 4' 9'41'2'1'4'4'7'5'-6"2'2'5'-6"4'4'4'-9"2'2'2'2'2'CL2'-6"2'-6"R8'-6"R23'-9"21'-9"5'-3" 6'-3"6'-3"2'-9" 3' CL PAPAPAPAPAPAPA9'AAAAAAAEACPAPAPAPASPACE2'2'5467CL13'-9"20'-9"3'-6"2'-9"4'2'2'2'-9"4'2'2'6"2'-6"3'12'-3"1'-6"3'15'3'ALIGNALIGNALIGNALIGNALIGNC DPAPAPAPAPAPAEE3218ALIGNALIGN12435689101011101413141414151612'-9"1711171718192020F4C5242112'-9"2023PA21CLEQEQ2'DEEE21TURFTURFTURFTURFSTATE OF CALI F O R NIA JO H N T. NORTONDATEEXP. 5/31/22SIGNATUREL I CENSED L ANDSCAPE ARCHITECT3332REVISIONDATEl a n d s c a p e a r c h i t e c t u r el a n d p l a n n i n gT E L 9 4 9 2 7 6 6 5 0 0 F A X 9 4 9 2 7 6 6 5 0 6w w w . s j a i n c . c o mThese designs and drawings are CONFIDENTIAL and the exclusive property of SJA Inc. and are not to be used, duplicated, or distributed without the express permission of SJA Inc. copyright 2001 © SJA Inc. all rights reserved 7859 SITIO COCOCARLSBAD, CA 9200915CARMELA Tr. 31874-1&2 MODEL HOMES LA QUNITA, CA 2280 Wardlow Circle Suite 100, Corona, CA 92880 DR HortonBZJNJNMODELXXXX12/10/2030'SCALE: 1" = 10'10'010'Know what'sbelow.before you dig.Call- SEE MATCHLINE -SEE SHEET 3A A FINISHED GRADE NOTE:ALL LANDSCAPE AREAS SHALL BE FINISHGRADED TO REMOVE ROCKS LARGERTHAN 1" DIA. AND TO ENSURE SURFACEDRAINAGE AWAY FROM BUILDINGSDRAINAGE NOTE: ALL DRAINAGEPER PRECISE GRADING PLANSCONSTRUCTION NOTATION1TEMPORARY HANDICAP ACCESSIBLE PATH OF TRAVELW/ 5% MAX. SLOPE & 2% MAX. CROSS SLOPE - TO BEREMOVED @ MODEL BUILD OUTTEMPORARY HANDICAP ACCESSIBLE PARKING SPACEW/ SIGNAGE & 36" MIN. SQ. UNIVERSAL ADA SYMBOL INADA APPROVED REFLECTIVE WARNING MATERIAL - SEEB/4 - TO BE REMOVED @ MODEL BUILD OUTTEMPORARY ADA ACCESSIBLE RESTROOM PROVIDE BYBUILDER - TO BE REMOVED @ MODEL BUILD OUTTEMPORARY RESTROOM SCREEN FENCE - TO BEREMOVED @ MODEL BUILD OUT - SEE DETAIL J/4TEMPORARY HANDICAP ACCESSIBLE STRIPED LOADINGZONE TO BE ADA APPROVED REFLECTIVE WARNINGMATERIAL W/ "NO PARKING" PAINTED IN 12" HIGHLETTERING IN ADA REFLECTIVE WARNING MATERIALSO IT MAY BE VISIBLE FOR LOCAL TRAFFICENFORCEMENT - SEE B/4 - TO BE REMOVED @ MODELBUILD OUTTEMPORARY WHEEL STOP - TO BE REMOVED @ MODELBUILD OUTTRAP FENCE ACCESS GATE W/ CANE BOLT & LOCK - TOBE REMOVED @ MODEL BUILD OUTTRAP FENCE - TO BE REMOVED @ MODEL BUILD OUT -SEE DETAIL A/5TEMPORARY A/C PAVING - TO BE REMOVED @MODELBUILD-OUTREDWOOD HEADER @ ASPHALT EDGE - TO BE REMOVED@ MODEL BUILD-OUT - SEE DETAIL E/4TEMPORARY 6" ASPHALT CURB @ PARKING LOTAPPROACHPRODUCTION SIDEWALKPRODUCTION FRONT GATE PER PRODUCTION PLANFENCING - PER PRODUCTION PLANRIGHT OF WAYPROPERTY LINEBLACK ALUMINUM LAWN EDGING - SEE I/4 SIMILAR2X4 REDWOOD HEADER SEE DETAIL E/4A/C UNIT LOCATION - TO BE VERIFIED IN FIELD36" HIGH COUNTER TO MATCH INTERIOR W/OUTDOORFURNITURE & WALL ART BY INTERIOR DESIGNERPLANTING POT PER PLANTING PLANBENCH TO BE SELECTEDTEMPORARY VINYL FENCE & GATE COLOR MATCHADJACENT PRODUCTION FENCEFIRE TABLE TO BE SELECTEDNOTE: ALL "OR EQUAL" ITEMS SHALL BE APPROVED BY THELANDSCAPE ARCHITECT PRIOR TO PURCHASE AND/ORINSTALLATION. IF ITEMS DO NOT MATCH SPEC., CONTRACTORSHALL BE REMOVE AND REPLACE SAID ITEMS WITH ITEMSTHAT MATCH SPEC. TO THE SATISFACTION OF THE LANDSCAPEARCHITECT AND OWNER, ALL AT NO COST TO THE OWNER.23456789101112131415161718192021232422OF WORK.9. UNLESS OTHERWISE SHOWN, ALL WALKS SHALL BE 3-1/2" THICK GRADES, AND/OR DIMENSIONS, THE WRITTEN INFORMATION SHALL10. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH WRITTENNATURAL COLOR WITH A TOPCAST 25 FINISH. INSTALLEXPANSION JOINTS PER PLAN.TAKE PRECEDENCE.MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASEHAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS8. ALL CURVILINEAR WALKS, CURBS, HEADERBOARDS, AND WALLS SHALL SMOOTH GRADIENTS TO REDUCE DIPS, ABRUPT CHANGES AND SHARP 7. CONCRETE/HARDSCAPE SURFACES SHALL BE FORMED WITH LONG,SUFFICIENTLY COMPACT THE SUBGRADE AND PROVIDE SUBSURFACE6. PRIOR TO PLACING CONCRETE OR AC, THE CONTRACTOR SHALL UNDER PAVED AREAS AS REQUIRED. REFER TO IRRIGATION PLANS.5. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS 4. SEE GRADING PLANS FOR VERTICAL CONTROL, WHERE APPLICABLE.OTHER SUB-CONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITHDUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES.CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURREDWITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR RESULT IN THE CONTRACTOR ASSUMING FULL RESPONSIBILITY FOR ALLTHE CITY/COUNTY REP. FAILURE TO GIVE SUCH NOTIFICATION SHALLBROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANDKNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELYAND/ OR GRADE DIFFERENCES EXIST THAT MAY HAVE NOT BEEN AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTIONGENERAL CONSTRUCTION NOTESTRANSITIONS.PREPARATION PER SPECIFICATIONS.OPERATIONS.NECESSARY REVISIONS.XXDETAIL LETTERCONSTRUCTION DETAILSHEET NUMBERTYPICALTYP.AIR CONDITIONING UNITSYMBOL LEGEND AC(SUPPLIED BY OWNER, INSTALLED BY CONTRACTOR)SIGN LEGENDPARKING LOT SIGNHANDICAP PARKING SIGN - PER CITY SPECIFICATIONS - SEE C/4 'WATCH YOUR STEP' SIGNSALES INFORMATION SIGNMODEL IDENTIFICATION SIGNACCESSIBLEROUTEHANDICAP ACCESSIBLE ROUTE 20:1 MAX W/ 2% MAX. CROSS SLOPEPLANTER AREAPACLCENTERLINESQ.SQUAREPROJECT I.D. SIGNMODEL BUILD OUTPROPERTY LINELPSIM.SIMILARSTAIR RISER - SEE DETAIL PER PLANPAVING LEGEND ABCURB CORE LOCATIONS4" DIAMETER NONPERFORATED ABS DRAIN PIPE.EXPANSION JOINTAREA DRAIN PER CIVIL'S PLANS1EQUALEQ.CDTEMPORARY 3-1/2" THICK CONCRETE PAVING W/ 3/4" DEEP SAWCUTJOINTS AND TOPCAST 25 FINISH - NATURAL COLOR - TO BE REMOVED @MODEL BUILD-OUT - SEE DETAIL A/43-1/2" THICK CONCRETE PAVING (DRIVEWAY THICKNESS PERENGINEER) W/ 3/4" DEEP SAWCUT JOINTS AND TOPCAST 25 FINISH -NATURAL COLOR - SEE DETAIL A/4TILE PAVING ON CONCRETE BASE , REFER TO MATERIAL MATRIX ONSHEET 3 - SEE DETAIL X/X3" DEEP LAYER CRUSHED GRAVEL /D.G., REFER TO MATERIAL MATRIXSHEET 2&3 - AVAIL THRU: SOUTHWEST BOULDER & STONE (877)792-7625 - PLACE OVER FILTER FABRIC - SEE DETAIL E/43-1/2" THICK CONCRETE PAVING (DRIVEWAY THICKNESS PERENGINEER) W/ 3/4" DEEP SAWCUT JOINTS AND TOPCAST 75 FINISH -NATURAL COLOR - SEE DETAIL A/4WATER EFFICIENT LANDSCAPE SIGN B/5 2345678ALIGN W/ ADJACENT SURFACENOTE: ALL SIGNAGE IS TEMPORARY - DESIGN PER BUILDER - REMOVE @ NOTE: CONNECT ALL DOWNSPOUTS TO LANDSCAPE DRAINAGE SYSTEMUPLIGHT - SEE LIGHTING LEGENDALIGNHANDICAP ACCESSIBLE RESTROOM SIGN(ALL CONCRETE 3000 PSI)ECONSTRUCTION PLAN31"=10'ALEGREHARDSCAPE MATERIALS MATRIXLOTVENEERSTUCCO FINISHSTONE PAVING( SEE NOTES) MISCGRAVEL/D.G.WALL/PILASTER CAPS5N/AN/AN/AARTO 'ARTILLO' TILE12x12 COTTO DARKCOLOR, THRUOG GREGDRAZIL MODERNGUILDERS 949.254.4692PALM SPRINGS GOLDFINES 'STABILIZED' D.G.N/ANOTE: VERIFY ALL STONE/STUCCO COLORS MATCH BUILDINGS - IN THE EVENT COLORS DO NOT MATCH, CONTACT LANDSCAPE ARCHITECT TOVERIFY. STONE PAVING SHALL HAVE A NATURAL, RANDOM EDGE AND IRREGULAR JOINT LINES - DO NOT SAW CUT STONE JOINTS,"BID PURPOSE ONLY, NOT FOR CONSTRUCTION" 1SHRUB AREA1% MIN.7431625TURF AREA51% MIN.7432689DECK DRAINLEGENDMULCH- FEATHER TO GRATE IN PLANTING AREASSUBGRADE - PER SOILS REPORT6" DIA. EXTENSIONS - LENGTH: AS REQUIREDNDS 100 CATCH BASINFINISH GRADE - SLOPE TO DRAIN 2% MIN6" DIA. DRAIN GRADE - GREEN4" SDR 35 PIPE4" SQ. BRASS DECK DRAINADJACENT PAVING234567894' WALKS -SCORE @ 4' O.C. W/ EXP. JTS. @ 20' 0.C.SCORE LINE AND EXPANSION JOINT SCHEDULE152346THICKNESS PER SOILS REPORT 3"LEGEND1/4" POLY FELT EXPANSION JOINT - FILL TOP 1/4" WITHTHIOKOL OR APPROVED EQUALFINISH SURFACE - SEE CONSTRUCTION LEGEND FORFINISH6"x6"x10x10 E.W.W.M. CENTERED IN PAVING (UNLESSOTHERWISE DIRECTED BY SOILS REPORT)1" DEEP MIN. SAWCUT1/2" RADIUS TYP.90% COMPACTED SUBGRADESECTION123456CONCRETE PAVINGAFLEGEND1FINISH TO BE SELECTEDREINFORCEMENT PER SOILS REPORT1/2" RADIUS ALL EDGESSUB BASE PER SOILS REPORTFINISH GRADE234WIDTH PER PLAN2"3"3"243515ELEGEND41321234NOTES:·ALL METAL / FASTENERS TO BEALUMINUM.·FOR TURF APPLICATIONS REFER TOMFG. LITERATURE FOR SUB-GRADEPREP. AND GRADE.3/8" THK. METAL HEADERMETAL STAKE @ 4'-0" MAX., SPACINGSECURE WITH (2) GALV. BOLTS W/NUTSFINISH GRADE / SURFACE OF D.G. /GRAVELFINISH GRADE3" 1 1 2" 1 1 2" MIN.18"31DIA.12"241LEGEND1.PRE-FABRICATED VINYL FENCE (WHITE ORTAN) FINAL COLOR TO BE SELECTED BYOWNER - MATCH PRODUCTION2.FOOTING PER MFG. RECOMMENDATIONS.FOOTING SHOWN IS MIN. REQ'D.3.FINISH GRADE4.PORTABLE RESTROOM (ADA COMPLIANT)5.VINYL LATTICE EXTENSION6'2'55VAN ACCESSIBLE STALL8'18' MIN.2'-6" MIN.9'MIN.EQ.36"EQ.36"MAX12"ADA SIGN4" WIDE BLUESTRIPINGSTRAIGHT SECTIONSRADIUS SECTIONSLEGEND5143524313"3/8" THK. REDWOOD/COMPOSITE BENDERBOARD LAMINATED TO 1 1/2" THICK.2X4 REDWOOD/COMPOSITE HEADER1X2X12" REDWOOD STAKE @ 4'-0" MAX.,SECURE WITH (2) 6D GALV. NAILS.FINISH GRADE/SURFACE OF D.G. / GRAVELFINISH GRADEWEED BLOCK FILTER FABRIC23453" 11 2" 11 2"66612"TYP.1/4" WASH10"12" 6" TYP.12534LEGENDADJACENT PAVING OR FINISH GRADEEXPANSION JOINT TOP AND BOTTOMNO. 3 REBAR AT 18" O.C. BOTH WAYSCOMPACTED SUBGRADE PER SOILS REPORT1/4" RADIUSP.I.P. CONCRETE STEPS(4) 1/4" DEEP "V" GROOVES PER ADA CODE -PAINT WHITE - REAR YARD STEPS WILL NOTHAVE GROOVESNOTE:- CONCRETE COLOR & FINISH TO MATCHADJACENT CONCRETE PAVING1234567763" MI N . 3" MI N . 3"1P.I.P. CONCRETE STEPS1'-5"MIN.2'-7"MIN.*60"24"11" MIN. HIGH TEXT SHALL READ AS FOLLOWS: UNAUTHORIZED VEHICLESPARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYINGDISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FORPERSONS WITH DISABILITIES MAY BE TOWED AWAY AT OWNERSEXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT (ADDRESS) OR BYTELEPHONING (TELEPHONE NUMBER)FINISHED GRADE70 SQ. INCH MINIMUM ALUMINUM STANDARD HANDICAPPED PARKINGSIGN WITH IDENTIFICATION SYMBOL. BOLT TO STEEL TUBE WITH 3/8"CADMIUM PLATED BOLTS, NUTS AND WASHERS.2" DIAMETER GALVANIZED STEEL PIPE PAINTED ROYAL BLUE2 1/2" DIAMETER GALVANIZED PIPE SLEEVE TACK-WELD TO PIPE ASREQUIRED2000 PSI CONCRETE FOOTING23142DETAIL ADETAIL BNOTESA.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR OWNER APPROVALPRIOR TO FABRICATION.B.* 80" AT WALKWAYS OR PATH OF TRAVELC.ADDITIONAL LANGUAGE OR AN ADDITIONAL SIGN BELOW THEINTERNATIONAL SYMBOL OF ACCESSIBILITY MUST STATE "MINIMUMFINE $250."D.COORDINATE W/ OWNER FOR TOW AGENCY INFORMATION.456563"18"1'-5"MIN.2'-7" MIN. *60"24"42563"32"CROWN2"CROWNDRIVEWAY ENTRY SIGNACCESSIBLE SPACELEGENDBVAN ACCE. HANDICAP PARKING STALLCHANDICAP ACCESSIBLE PARKING STALL SIGNAGEGP.I.P. CONCRETE PADJIHRESTROOM SCREEN FENCEAREA DRAIN (REFER TO PRECISE FOR LOCATIONS)CONSTRUCTIONDETAILS4N/AREDWOOD HEADERALUMINUM EDGE/HEADERSTATE OF CALI F O R NIA JO H N T. NORTONDATEEXP. 5/31/22SIGNATUREL I CENSED L ANDSCAPE ARCHITECT3332REVISIONDATEl a n d s c a p e a r c h i t e c t u r el a n d p l a n n i n gT E L 9 4 9 2 7 6 6 5 0 0 F A X 9 4 9 2 7 6 6 5 0 6w w w . s j a i n c . c o mThese designs and drawings are CONFIDENTIAL and the exclusive property of SJA Inc. and are not to be used, duplicated, or distributed without the express permission of SJA Inc. copyright 2001 © SJA Inc. all rights reserved 7859 SITIO COCOCARLSBAD, CA 9200915CARMELA Tr. 31874-1&2 MODEL HOMES LA QUNITA, CA 2280 Wardlow Circle Suite 100, Corona, CA 92880 DR HortonBZJNJNMODELXXXX12/10/20 LEGEND11/4" THK, PAINTED ALUMINUM BACKERPANEL; MECHANICALLY SECURED TOSIGN POST - COLOR TO BE MATTHEWSMP00608 RAW BROWN1/4" THK., PAINTED ACRYLIC FACE PANELW/ APPLIED DIGITALLY PRINTED VINYLOVERLAY; SECURED TO BACKER PANELW/ DOUBLE SIDED TAPE & SILICONE -PANEL COLOR TO BE MATTHEWS MP04474CREME BEIGE - TEXT COLOR TO BEMATTHEWS MP12184 SIS BROWN4"X4" RE-SAWN DOUGLAS FIR POST W/CHAMFERED TOP & TRANSPARENT STAIN- COLOR TO BE CABOT TRANSLUCENT -HEARTWOOD 9104P.I.P. CONCRETE FOOTINGFINISHED GRADE24"30" 2" TYP.1-1/4"3"3" 5'-0"THE FOLLOWING METHODS & GUIDELINES HAVE BEENIMPLEMENTED IN THE LANDSCAPE DESIGN & INSTALLATION OFTHESE MODEL HOMES. HOME BUYERS SHOULD CONSIDERIMPLEMENTING SIMILAR IDEAS IN THEIR OWN LANDSCAPES.IRRIGATION SYSTEM1. LAWN & GROUNDCOVER AREAS ARE VALVED SEPARATELY TOPERMIT EFFICIENT & OPTIMUM APPLICATIONS OF WATER.2. "SUN AND SHADE" EXPOSURES ARE VALVED SEPARATELY TOPERMIT EFFICIENT & OPTIMUM APPLICATIONS OF WATER.3. SLOPE AREAS ARE VALVED SEPARATELY TO CONTROLAPPLICATION RATES & MINIMIZE RUN-OFF.4. AUTOMATIC CONTROLLERS ARE INSTALLED TO ALLOWPROPER PROGRAMMING OF APPLIED WATER.6. A RAIN SHUT-OFF SWITCH IS INSTALLED TO OVER-RIDE &SHUT DOWN THE CONTROLLER IN RAINY PERIODS TO AVOIDUNNECESSARY WATER APPLICATION.7. PLANTS ARE GROUPED & IRRIGATED BASED ON SIMILARWATER REQUIREMENTS (IN HYDROZONES).8. SPRINKLER SYSTEMS ARE DESIGNED TO ELIMINATE OR ATLEAST MINIMIZE OVERSPRAY ONTO PAVING &NON-LANDSCAPED AREAS.9. ALL SPRINKLERS ARE DESIGNED WITH MATCHEDPRECIPITATION RATE NOZZLES.10. ADJUST IRRIGATION PROGRAMMING THROUGHOUT THEYEAR AS THE WEATHER CHANGES TO APPLY ONLY WHATSUPPLEMENTAL WATER IS REQUIRED. TURN SYSTEMSCOMPLETELY OFF DURING THE RAINY SEASON.PLANTING1. UTILIZE FESCUE BLEND TURF GRASS SPECIES TO MINIMIZEWATER CONSUMPTION.2. TOPDRESS ALL PLANT BEDS WITH A 2"-3" COVER OF ORGANICMULCH TO HELP MAINTAIN SOILD MOISTURE.3. IRRIGATE IN EARLY MORNING HOURS WHEN WINDS AREMINIMAL & SUN EVAPORATION IS NOT A FACTOR.4. CONSIDER INSTALLATION OF HARDSCAPE MATERIALS SUCHAS PEA GRAVEL, CRUSHED ROCK, DECOMPOSED GRANITE &BARK CHIPS TO RESTRICT IRRIGATION REQUIREMENTS.5. SPACE NEW PLANTINGS BASED ON MATURE GROWTH TOMINIMIZE FUTURE ROOT ZONE COMPETITION.WATER EFFICIENT LANDSCAPINGTHE FOLLOWING METHODS & GUIDELINES HAVE BEENIMPLEMENTED IN THE LANDSCAPE DESIGN & INSTALLATION OFTHESE MODEL HOMES. HOME BUYERS SHOULD CONSIDERIMPLEMENTING SIMILAR IDEAS IN THEIR OWN LANDSCAPES.IRRIGATION SYSTEM1. LAWN & GROUNDCOVER AREAS ARE VALVED SEPARATELY TOPERMIT EFFICIENT & OPTIMUM APPLICATIONS OF WATER.2. "SUN AND SHADE" EXPOSURES ARE VALVED SEPARATELY TOPERMIT EFFICIENT & OPTIMUM APPLICATIONS OF WATER.3. SLOPE AREAS ARE VALVED SEPARATELY TO CONTROLAPPLICATION RATES & MINIMIZE RUN-OFF.4. AUTOMATIC CONTROLLERS ARE INSTALLED TO ALLOWPROPER PROGRAMMING OF APPLIED WATER.6. A RAIN SHUT-OFF SWITCH IS INSTALLED TO OVER-RIDE &SHUT DOWN THE CONTROLLER IN RAINY PERIODS TO AVOIDUNNECESSARY WATER APPLICATION.7. PLANTS ARE GROUPED & IRRIGATED BASED ON SIMILARWATER REQUIREMENTS (IN HYDROZONES).8. SPRINKLER SYSTEMS ARE DESIGNED TO ELIMINATE OR ATLEAST MINIMIZE OVERSPRAY ONTO PAVING &NON-LANDSCAPED AREAS.9. ALL SPRINKLERS ARE DESIGNED WITH MATCHEDPRECIPITATION RATE NOZZLES.10. ADJUST IRRIGATION PROGRAMMING THROUGHOUT THEYEAR AS THE WEATHER CHANGES TO APPLY ONLY WHATSUPPLEMENTAL WATER IS REQUIRED. TURN SYSTEMSCOMPLETELY OFF DURING THE RAINY SEASON.PLANTING1. UTILIZE FESCUE BLEND TURF GRASS SPECIES TO MINIMIZEWATER CONSUMPTION.2. TOPDRESS ALL PLANT BEDS WITH A 2"-3" COVER OF ORGANICMULCH TO HELP MAINTAIN SOILD MOISTURE.3. IRRIGATE IN EARLY MORNING HOURS WHEN WINDS AREMINIMAL & SUN EVAPORATION IS NOT A FACTOR.4. CONSIDER INSTALLATION OF HARDSCAPE MATERIALS SUCHAS PEA GRAVEL, CRUSHED ROCK, DECOMPOSED GRANITE &BARK CHIPS TO RESTRICT IRRIGATION REQUIREMENTS.5. SPACE NEW PLANTINGS BASED ON MATURE GROWTH TOMINIMIZE FUTURE ROOT ZONE COMPETITION.WATER EFFICIENT LANDSCAPINGTHE FOLLOWING METHODS & GUIDELINES HAVE BEENIMPLEMENTED IN THE LANDSCAPE DESIGN & INSTALLATION OFTHESE MODEL HOMES. HOME BUYERS SHOULD CONSIDERIMPLEMENTING SIMILAR IDEAS IN THEIR OWN LANDSCAPES.IRRIGATION SYSTEM1. LAWN & GROUNDCOVER AREAS ARE VALVED SEPARATELY TOPERMIT EFFICIENT & OPTIMUM APPLICATIONS OF WATER.2. "SUN AND SHADE" EXPOSURES ARE VALVED SEPARATELY TOPERMIT EFFICIENT & OPTIMUM APPLICATIONS OF WATER.3. SLOPE AREAS ARE VALVED SEPARATELY TO CONTROLAPPLICATION RATES & MINIMIZE RUN-OFF.4. AUTOMATIC CONTROLLERS ARE INSTALLED TO ALLOWPROPER PROGRAMMING OF APPLIED WATER.6. A RAIN SHUT-OFF SWITCH IS INSTALLED TO OVER-RIDE & SHUTDOWN THE CONTROLLER IN RAINY PERIODS TO AVOIDUNNECESSARY WATER APPLICATION.7. PLANTS ARE GROUPED & IRRIGATED BASED ON SIMILARWATER REQUIREMENTS (IN HYDROZONES).8. SPRINKLER SYSTEMS ARE DESIGNED TO ELIMINATE OR ATLEAST MINIMIZE OVERSPRAY ONTO PAVING &NON-LANDSCAPED AREAS.9. ALL SPRINKLERS ARE DESIGNED WITH MATCHEDPRECIPITATION RATE NOZZLES.10. ADJUST IRRIGATION PROGRAMMING THROUGHOUT THE YEARAS THE WEATHER CHANGES TO APPLY ONLY WHATSUPPLEMENTAL WATER IS REQUIRED. TURN SYSTEMSCOMPLETELY OFF DURING THE RAINY SEASON.PLANTING1. UTILIZE FESCUE BLEND TURF GRASS SPECIES TO MINIMIZEWATER CONSUMPTION.2. TOPDRESS ALL PLANT BEDS WITH A 2"-3" COVER OF ORGANICMULCH TO HELP MAINTAIN SOILD MOISTURE.3. IRRIGATE IN EARLY MORNING HOURS WHEN WINDS AREMINIMAL & SUN EVAPORATION IS NOT A FACTOR.4. CONSIDER INSTALLATION OF HARDSCAPE MATERIALS SUCHAS PEA GRAVEL, CRUSHED ROCK, DECOMPOSED GRANITE &BARK CHIPS TO RESTRICT IRRIGATION REQUIREMENTS.5. SPACE NEW PLANTINGS BASED ON MATURE GROWTH TOMINIMIZE FUTURE ROOT ZONE COMPETITION.WATER EFFICIENT LANDSCAPING1'-5" 1"8" DIA.231231231234545FRONTSIDEFRONT ELEVATIONATRAP FENCEBCONSTRUCTIONDETAILS5N/AGECWATER EFFICIENT LANDSCAPE SIGNF1.2.3.5.4.8" X 24" DOMED CONCRETE FOOTING6" TONGUE & GROOVE VINYL5" X 5" VINYL POST2" X 7" TOP & BOTTOM RAIL VINYL, INSETDOMED VINYL CAP LEGEND1234F.G.5- FENCE COLOR TO BE TANNOTE:24"8'5'-6" 4'-4"7"3 12"6ADJACENT WALL 6DO NOT ATTACH VINYL FENCETO CMU OR OTHER WALLS. USETERMINAL POST W/FOOTING.32" SQ.PEA GRAVEL 3" DP. TBS.PRE-PLUMBED POT FOUNTAIN THROUGH WEST COAST POTTERY (714)972-1585 MODEL TO BE SELECTEDAQUA BOX - 32" SQ. - AVAIL. THRU: WESCOAST POTTERYCOMPACTED SUBGRADE PER SOILS REPORT1/2" DIA. "NO KINK" FLEX PVC LINE - CONNECT TO PRE-FAB CONNECTOR3/4 " DIA. PVC SCH. 40 DRAIN LINE - CONNECT TO LOT DRAINAGE @NEAREST DRAINLINE LOCATION USING APPROPRIATE PVC CONNECTIONPIECES - REFER TO CIVIL ENG. PLANS FOR CLOSEST CONNECTION POINTWATERPROOF UPLIGHT (INCLUDED IN KIT).120V FOUNTAIN PUMP (500 GPH) W/ FLOW CONTROL - 120V POWER TO BEPROVIDED BY CONTRACTOR PER ALL LOCAL CODES & ORDINANCESFINISHED SURFACEHIGH DENSITY FOAM BY MFG.CMU SUPPORT BASEBALL VALVE1/2" THK. PLASTIC GRATELEGEND11097341161125223456789101181131213F.S.PREFAB POT FOUNTAINPOT CONCRETE PAD24" SQ.2"2"1POT WITH BLADDER: PER POTSCHEDULE ON PLANTING PLANP.I.P CONCRETE PAD WITH #3BAR @ 16" O.C. EACH WAY1/2" RADIUS - ALL EDGESCOMPACTED SUBGRADE PERSOILS REPORTFINISH GRADE2345SECTIONNOTES:A.SEAL POT PRIOR TO PLANTINGB.CONCRETE COLOR AND FINISH TOMATCH ADJACENT PAVING53142LEGENDTYP. 30"48" 6'-6" 42"8'MAX.4321NO. 10 - 16 x 1" STAINLESS STEEL EVERY POST: MOUNT WITH TWO (2) 1. MITERED VINYL FENCE POST CAP - 4. 90% COMPACTED SUBGRADELEGEND:2. 5" x 5" PVC POST3. 2" x 6" PVC RAILRAILS TO BE 8'MAX.CENTERED ON POSTS6' @ TERMINAL POST5. TERMINAL POST6. 12" DIA. CONCRETE FOOTINGSTREETMODELS6"56SELF TAPPING HEX HEAD SCREWS12" DIA.TYP.61234NOTES:A.WHERE APPROVED, PIN POST ANCHOR TOCURB WITH APPROVED SURFACE MOUNTANCHORS.B.COLOR TO BE TAN10"7"7"STATE OF CALI F O R NIA JO H N T. NORTONDATEEXP. 5/31/22SIGNATUREL I CENSED L ANDSCAPE ARCHITECT3332REVISIONDATEl a n d s c a p e a r c h i t e c t u r el a n d p l a n n i n gT E L 9 4 9 2 7 6 6 5 0 0 F A X 9 4 9 2 7 6 6 5 0 6w w w . s j a i n c . c o mThese designs and drawings are CONFIDENTIAL and the exclusive property of SJA Inc. and are not to be used, duplicated, or distributed without the express permission of SJA Inc. copyright 2001 © SJA Inc. all rights reserved 7859 SITIO COCOCARLSBAD, CA 9200915CARMELA Tr. 31874-1&2 MODEL HOMES LA QUNITA, CA 2280 Wardlow Circle Suite 100, Corona, CA 92880 DR HortonBZJNJNMODELXXXX12/10/20DVINYL FENCE STATE OF CALI F O R NIA JO H N T. NORTONDATEEXP. 5/31/22SIGNATUREL I CENSED L ANDSCAPE ARCHITECT3332REVISIONDATEl a n d s c a p e a r c h i t e c t u r el a n d p l a n n i n gT E L 9 4 9 2 7 6 6 5 0 0 F A X 9 4 9 2 7 6 6 5 0 6w w w . s j a i n c . c o mThese designs and drawings are CONFIDENTIAL and the exclusive property of SJA Inc. and are not to be used, duplicated, or distributed without the express permission of SJA Inc. copyright 2001 © SJA Inc. all rights reserved 7859 SITIO COCOCARLSBAD, CA 9200915CARMELA Tr. 31874-1&2 MODEL HOMES LA QUNITA, CA 2280 Wardlow Circle Suite 100, Corona, CA 92880 DR HortonBZJNJNMODELXXXX12/10/20CONSTRUCTIONSPECIFICATIONS6N/AGENERAL NOTES1.0 BIDS, CONTRACTS AND INSURANCEA.EACH BIDDER SHALL INSPECT THE SITE BEFORE SUBMITTING HIS BID.B.THE OWNER RESERVES THE RIGHT TO REJECT ANY OR ALL BIDS.C.SEPARATE CONTRACTS: THE OWNER RESERVES THE RIGHT TO LET OTHERCONTRACTS IN CONNECTION WITH HIS WORK. THE CONTRACTOR SHALLAFFORD OTHER CONTRACTORS REASONABLE OPPORTUNITY FOR THEEXECUTION OF THEIR WORK, AND SHALL PROPERLY COORDINATE HIS WORKWITH THEIRS.D.LIABILITY AND COMPENSATION INSURANCE: THE CONTRACTOR SHALLCARRY AND PAY FOR ADEQUATE LIABILITY AND COMPENSATIONINSURANCE AND SHALL, IF REQUIRED, FURNISH THE OWNER WITH EVIDENCETO THIS EFFECT.E.GUARANTEE BONDS: THE OWNER SHALL HAVE THE RIGHT, PRIOR TO THESIGNING OF THE CONTRACT TO REQUIRE THE CONTRACTOR TO FURNISHBOND COVERING OF THE FAITHFUL PERFORMANCE OF THE CONTRACT ANDTHE PAYMENT OF ALL OBLIGATIONS ARISING THEREUNDER, IN SUCH FORMAS THE OWNER MAY PRESCRIBE AND WITH SUCH SURETIES AS HE MAYAPPROVE. IF SUCH BOND IS REQUIRED, THE PREMIUM SHALL BE PAID BY THEOWNER.2.0 PLANS AND PERMITSA.ALL CONSTRUCTION SHALL BE ACCORDING TO CONSTRUCTION DOCUMENTSAND SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OFTHE U.B.C.B.CORRELATION OF DRAWINGS AND SPECIFICATIONS: ANY WORK NOTACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES ANDLAWS SHALL BE REMOVED.C.DO NOT SCALE DRAWINGS. USE DIMENSIONS INDICATED.D.ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLEDTO THE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT. FAILURE TODO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR.E.PERMITS, FEES, ETC.: THE CONTRACTOR SHALL ARRANGE AND PAY FOR THEBUILDING PERMIT AND EACH SUBCONTRACTOR SHALL ARRANGE AND PAYFOR PERMITS FOR THEIR RESPECTIVE WORK.3.0 EXECUTIONA.CONTRACTOR TO VERIFY ON SITE, ALL DIMENSIONS AND LOCATION OF ANYUNDERGROUND UTILITIES.B.DEMOLITION AND REMOVALS SHALL PROCEED ONLY UPON THE APPROVALOF THE LANDSCAPE ARCHITECT/OWNER.C.CUT, CAP, OR PLUG, AS REQUIRED, THOSE UTILITY LINES SERVING THEAREA WITHIN THE PROJECT LIMITS SHALL REMAIN UNINTERRUPTEDDURING THE WORK PROGRESS.D.CARE IS TO BE TAKEN NOT TO DEFACE, CRACK OR DAMAGE ANY EXISTINGSTRUCTURES, FENCES OR CONCRETE WORK. ALL DAMAGES TO BEREPAIRED AT THE CONTRACTOR'S EXPENSE.E.CUTTING AND PATCHING: THE CONTRACTOR SHALL DO ALL CUTTING,FITTING OR PATCHING OF HIS WORK THAT MAY BE REQUIRED TO MAKE ITCOMPLETE AS SHOWN BY DRAWINGS AND SPECIFICATIONS. ANY COSTCAUSED BY DEFECTIVE OR ILL-TIMED WORK SHALL BE BORNE BY THEPARTY RESPONSIBLE THEREFORE.F.CLEANING: IT SHALL BE THE DUTY OF EACH SUBCONTRACTOR TO REMOVEHIS OWN RUBBISH FROM THE PREMISES AND KEEP THE JOB CLEAN AT ALLTIMES. HE SHALL PROTECT WORK OF ALL OTHER CONTRACTORS.G.CONTRACTOR SHALL THOROUGHLY CLEAN UP SITE AND REMOVE ALLDEBRIS AND EXTRANEOUS MATERIAL FROM THE SITE PRIOR TO FINALAPPROVAL.H.CONDUCT OF THE WORK: THE CONTRACTOR SHALL, AT ALL TIMES, KEEP ACOMPETENT FOREMAN ON THE JOB WHO SHALL BE IN CHARGE OF THEENTIRE WORK INCLUDING THE WORK OF HIS SUBCONTRACTORS. HE SHALLBE RESPONSIBLE FOR ITS ACCURACY.4.0 EXTRAS AND SUBSTITUTIONSA.ANY EXTRAS TO BE APPROVED IN WRITING BY THE OWNER PRIOR TO ANYCONSTRUCTION.B.THERE ARE TO BE NO SUBSTITUTIONS WITHOUT THE PRIOR APPROVAL OFTHE LANDSCAPE ARCHITECT.5.0 PAYMENTLIEN RELEASES FOR THE COMPLETED WORK SHALL BE SUBMITTED PRIOR TOPAYMENT FOR SAID WORK.MASONRY SPECIFICATIONS1.0 SCOPE OF WORKA.GENERAL: THIS WORK SHALL CONSIST OF FURNISHING ALL LABOR ANDMATERIALS FOR CONSTRUCTION OR INSTALLATION OF ALL LABOR ANDSTRUCTURES, AND BRICK OR TILE AS DETAILED ON THE PLANS.B.WORK INCLUDES THE INSTALLATION OF ANCHORS AND INSERTSFURNISHED BY OTHER REQUIRED FOR OTHER TRADES, REINFORCEMENTSTEEL, CONCRETE BASES OR FOOTINGS, AND STUCCO FINISHES.2.0 MATERIALSA.REFER TO PLANS FOR SPECIFIC MATERIAL TYPES, COLORS FINISHES, ETC.B.CONCRETE MASONRY UNITS: CONFORM TO ASTM C90, GRADE N-II AND THEREQUIREMENTS OF THE QUALITY CONTROL STANDARDS OF THE CONCRETEMASONRY ASSOCIATION; AS MANUFACTURED BY ORCO BLOCK CO., OREQUAL.C.PORTLAND CEMENT: CONFORM TO ASTM C150, TYPE I OR TYPE II, TYPE,LOW ALKALI. USE ONLY ONE BRAND THROUGHOUT WORK. PROVIDE WHITECEMENT AS REQUIRED FOR USE IN COLORED MORTAR.D.HYDRATED LIME: CONFORM TO ASTM C207, TYPE S, AND CONTAINING 95%BY WEIGHT OF CALCIUM OXIDE.E.AGGREGATES: CONFORM TO ASTM C144.E.1.SAND: CONSIST OF FINE GRANULAR MATERIALS, (NOT LESS THAN 5%PASSING NO. 8 SIEVE), COMPOSED OF HARD, STRONG DURABLEMINERAL PARTICLES, FREE FROM INJURIOUS AMOUNTS OF SALINE,ALKALINE, ORGANIC OR OTHER DELETERIOUS SUBSTANCES.E.2.PEA GRAVEL: GRADED WITH NO MORE THAN 5% PASSING THE NO. 8SIEVE AND WITH 100% PASSING THE 3/8" SIEVE.F.REINFORCING STEEL: NEW, TESTED DEFORMED BARS OF DOMESTICMANUFACTURE CONFORMING TO ASTM 1615.G.WATER: CLEAN, POTABLE, FROM DOMESTIC SUPPLY.H.ADMIXTURE FOR MORTAR: "RED LABEL" USED IN ACCORDANCE WITH THESPECIFICATIONS.I.MORTAR: FRESHLY PREPARED AND UNIFORMLY MIXED IN THE RATIO BYVOLUMES OF 1 PART CEMENT, 1/2 PART LIME PUTTY, 4 1/2 PARTS SAND.PUTTY SHALL BE OMITTED. MORTAR SHALL MATCH COLOR OF BLOCK,UNLESS OTHERWISE SPECIFIED.J.GROUT: FLUID CONSISTENCY AND MIXED IN THE RATIO BY PARTS SAND, 2PARTS PEA GRAVEL.K.LIME PUTTY: ASTM C5, HIGH CALCIUM LIME, COMPLETELY SLAKED BEFOREUSING.3.0 EXECUTIONA.EXECUTE WORK IN BEST WORKMANSHIP LIKE MANNER IN FULLCOMPLIANCE WITH APPLICABLE BUILDING ORDINANCES.B.CONCRETE BLOCK SHALL BE LAID AS REINFORCED FILL CELL UNITMASONRY. BLOCK SHALL BE LAID ON 3/8" THICK FULL MORTAR BED ONALL WEBS AND FACE SHELLS. VERTICAL FACES OF HEAD JOINTS SHALL BEWELL BUTTERED TO A DEPTH OF 1 1/2" FROM EXTERIOR FACES AND ALLJOINTS SHALL BE SHOVED INTO PLACE, SO THE MORTAR BONDS WELL WITHBOTH BLOCKS. FURROWING OF THE MORTAR IS NOT PERMITTED.INTERSECTING MASONRY SHALL BE GROUTED IN 4'-0" MAXIMUM POURS.UNLESS OTHERWISE NOTED ON PLANS, ALL CELLS CONTAININGREINFORCING SHALL BE SOLID GROUTED. PUDDLE THE GROUT WITH ASTICK IN EACH CELL, EACH TIME IT IS POURED, TO OBTAIN A COMPLETEFILLING OF THE VOIDS. RECONSOLIDATE ALL GROUT. RUN ALLHORIZONTAL BARS IN BOND BEAM BLOCK AND LAP AROUND CORNER ANDAT ALL SPLICE 2'-0" MINIMUM. RUN ALL VERTICAL BARS IN OPEN ENDBLOCK.C.DO NOT START MASONRY IF THE HORIZONTAL OR VERTICAL ALIGNMENTOF THE FOUNDATION IS A MAXIMUM OF 1" TOTAL IN ERROR.D.ALL UNITS SHALL BE CLEAN WHERE LAID. CONCRETE UNITS SHALL BEDRY. BRICK SHALL BE WETTED BUT HAVE NO FREE MOVING WATER WHENLAID.E.WHERE NO BOND PATTERN IS SHOWN ON THE PLANS, THE WALL SHALL BERUNNING BOND.F.WHERE MASONRY UNIT CUTTING IS NECESSARY, MAKE ALL CUTS NEATAND REGULAR, EDGES EXPOSED IN THE FINISHED WORK SHALL BE CUTWITH A POWER DRIVEN ABRASIVE SAW.G.MORTAR JOINTS SHALL BE STRAIGHT, CLEAN AND UNIFORM IN THICKNESS.UNLESS OTHERWISE SPECIFIED OR DETAILED, HORIZONTAL AND VERTICALJOINTS SHALL BE APPROXIMATELY 3/8" THICK FOR PRECISION BLOCS.BRICK JOINTS TO BE 1/2" - 3/8" THICK WITH A MAXIMUM DEPTH OF 3/8" RAKE.H.UNLESS OTHERWISE SHOWN ON PLANS, EXPOSED WALLS SHALL HAVEDENSE, SLIGHTLY CONCAVE SURFACE WELL BONDED TO THE BLOCK ATTHE EDGES. PERFORM TOOLING WHEN THE MORTAR IS PARTIALLY SET BUTSTILL SUFFICIENTLY PLASTIC TO BOND. DO ALL TOOLING WITH A TOOLWHICH COMPACTS THE MORTAR, PRESSING THE EXCESS MORTAR OUT OF ITRATHER THAN DRAGGING IT OUT. WHERE WALL SURFACE IS TO BEPLASTERED, MAKE MORTAR JOINTS FLUSH WITH BLOCK FACE.I.IF IT IS NOT NECESSARY TO MOVE A BLOCK SO AS TO OPEN A JOINT,REMOVE THE BLOCK FROM THE WALL, CLEAN AND SET IN FRESH MORTAR.J.CONCRETE FOOTINGS TO ATTAIN 2800 PSI AT 28 DAYS (MAX. 4 1/2" SLUMP).K.THE OWNER'S REPRESENTATIVE IS TO BE NOTIFIED 24 HOURS PRIOR TOCONCRETE POUR IN ORDER THAT THE FORMS AND REINFORCEMENT MAYBE INSPECTED.L.CO-ORDINATE PLACEMENT OF WATER AND ELECTRICAL LINES PRIOR TOCONCRETE POUR. VERIFY LOCATION OF ALL P.V.C. SLEEVES AND ELECTRICSOURCE FOR IRRIGATION CLOCK WITH LANDSCAPE CONTRACTOR.M.MASON TO BE RESPONSIBLE FOR SETTING ALL S.P.O.'S SWITCHES, ANDJ-BOXES FLUSH WITH STRUCTURE, AND FOR SETTING BOLTS, ANCHORS,AND INSERTS FOR ATTACHMENTS BY OTHER TRADES.N.PLACING REINFORCING STEEL:N.1.WHERE HORIZONTAL COURSES ARE TO BE FILLED, USE METAL STOPS.USE OF PAPER STOPS WILL NOT BE PERMITTED. ALL HORIZONTALREINFORCING STEEL SHALL BE LAID IN A COURSE OF BOND BEAMBLOCK FILLED WITH MORTAR.N.2.CUT BRICK WITH POWER DRIVEN ABRASIVE SAW ONLY. CUT NEATTRUE LINE WITHOUT CHIPS ON EXPOSED FACES, CONCEAL CUT FACESWHERE POSSIBLE, DO NOT LAY BRICKS LESS THAN 1/4 LENGTH INEXPOSED WORK. IF ANY BRICK MUST BE REMOVED OR SHIFTEDAFTER IT HAS BEEN LAID, REMOVE SETTING MORTAR, CLEAN BRICKTHOROUGHLY, APPLY FRESH MORTAR AND RE-LAY.N.3.LAY MASONRY TRUE, LEVEL, AND PLUMB WITH ANGLE SQUARE INACCORDANCE WITH PLANS.O.SEAL BACK OF PLANTER WALLS WITH APPROVED ELASTOMERICWATERPROOF MEMBRANE.P.BACKFILL BEHIND ALL WALLS AND MASONRY STRUCTURES, AS REQUIREDAND AS PER DETAILS. BACKFILL IN PLANTERS TO BE TOP GRADE SANDYLOAM TOPSOIL. SWALE EARTH FOR PROPER DRAINAGE. WHERE CONCRETESLABS OCCUR NEXT TO WALLS, BACKFILL SHALL BE COMPACTED TO 90%.4.0 CLEANINGA.SPECIAL CARE SHALL BE USED TO PREVENT STAINING OF EXPOSED ANDGROUT. ANY MORTAR OR GROUT WHICH COMES IN SUCH FACES SHALL BEPROMPTLY AND THOROUGHLY REMOVED BY AFFECTIVE AND APPROVEDMEANS.B.ENTIRE SITE TO BE CLEANED AND ALL DEBRIS REMOVED PRIOR TO FINALINSPECTION.WOODWORKING SPECIFICATIONS1.0 SCOPE OF WORKA.GENERAL: THIS WORK SHALL CONSIST OF FURNISHING ALL LABOR ANDMATERIAL FOR CONSTRUCTION OF OVERHEAD WOOD TRELLIS, FENCES,AND SCREENS, AS DETAILED ON THE PLANS. THE WORK DOES NOT INCLUDEPOST FOOTINGS AND HARDWARE SET IN PAVED AREAS.B.COORDINATION: WOOD WORK CONTRACTOR SHALL LOCATE AND STAKEPOST LOCATIONS FOR CONCRETE AND/OR MASONRY CONTRACTOR BEFOREPAVING OR MASONRY WORK IS BEGUN.C.SITE CONDITIONS: VERIFY ALL DIMENSIONS AND SITE CONDITIONS ON THESITE PRIOR TO BEGINNING WORK. ANY DISCREPANCIES SHALL BE CALLEDTO THE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT.D.PERMITS: CONTRACTOR SHALL OBTAIN ALL BUILDING PERMITS ANDAPPROVALS. (REFER TO GENERAL NOTES).2.0 MATERIALSA.GENERAL: ALL MATERIALS SHALL BE NEW AND PROPERLYGRADE-MARKED OR CERTIFIED. ONLY LUMBER CONSISTING OF SOUNDWOOD, FREE OF DECAY, WARPING, SPLITS OR CHECKS WILL BEACCEPTABLE.B.LUMBER:B.1.ALL LUMBER SIZES SHOWN ON THE PLANS OR SPECIFIED REFER TONOMINAL SIZES AND THE AMERICAN STANDARD ROUGH ANDDRESSED SIZES WILL BE ACCEPTED AS CONFORMING THERETO.B.2.DOUGLAS FIR SHALL BE OF THE SPECIES "PSEUDOTSUGA MENZIESII"AND SHALL BE GRADED IN ACCORDANCE WITH THE CURRENTSTANDARD GRADING AND DRESSING RULES FOR DOUGLAS FIRADOPTED BY THE WEST COAST BUREAU OF LUMBER GRADES ANDINSPECTION.B.3.CEDAR SHALL BE OF THE SPECIES "CHAMAECYPARIS LAWSONIANA"AND SHALL BE GRADED IN ACCORDANCE WITH THE CURRENTGRADING AND DRESSING RULES.B.4.ALL WOOD BEARING ON CONCRETE OR MASONRY LESS THAN 4'-0"ABOVE GRADE SHALL BE PRESSURE TREATED. WOOD JOINTS OR THEBOTTOM OF WOOD FLOORS LESS THAN 18" ABOVE GRADE SHALL ALSOB PRESSURE TREATED.B.5.ALL STRUCTURAL MEMBER (I.E., BEAMS, RAFTERS, POSTS, JOINTS) TOBE DOUGLAS FIR NO. 1 OR BETTER UNLESS OTHERWISE NOTED. ALLLATH AND DECKING AS SPECIFIED.C.HARDWARE:C.1.NAILS TO BE GENERAL FRAMING COMMON OF STANDARD SIZE ANDFORM, HOT DIPPED GALVANIZED OR ALUMINUM, UNLESSSPECIFICALLY NOTED. BOX NAILS WILL BE ACCEPTED.C.2.WASHERS TO BE REINFORCED MALLEABLE IRON, GALVANIZED.C.3.ALL BRACKETS AND HANGERS TO BE SIMPSON OR APPROVED EQUAL.3.0 EXECUTIONA.WORKMANSHIP: ALL WOODWORK SHALL BE CUT, FITTED, JOINTEDTOGETHER, TIED, SET TO REQUIRED LINES AND LEVELS, SHORED IN PLACEETC., IN A NEAT WORKMANLIKE MANNER TO THE ENTIRE SATISFACTION OFTHE LANDSCAPE ARCHITECT. ALL SPLIT WOOD SHALL BE REMOVED ANDREPLACED.B.BOLTING: HEADS AND NUTS OF MACHINE BOLTS AND NUTS OF CARRIAGEBOLTS SHALL HAVE WASHERS, EXCEPT AGAINST STEEL PLATES. BOLT,SPLICE AND HAND ALL BEAMS AS SHOWN ON DRAWINGS. CUT ALL BOLTSFLUSH WITH NUTS, PLAIN SMOOTH AND REMOVE ALL BURRS. HOLES FORBOLTS SHALL BE BORED 1/32" TO 1/16" LARGER THAN NOMINAL BOLTDIAMETER. NAILS SHALL NOT BE INSTALLED CLOSER THAN 1/2 THEIRLENGTHS AND DRILLED HOLES, ONE SIZE SMALLER THAN NAIL SHANK,SHALL BE USED WHERE WOOD MEMBERS ARE LIABLE TO BE SPLIT BYNORMALLY DRIVEN NAILS. ALL NAILING SHALL BE IN ACCORDANCE WITHU.B.C.C.STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC.,UNLESSSPECIFICALLY NOTED OR DETAILED.D.FINISHING: CONTRACTOR TO STAIN, PAINT OR SEAL WOOD. REFER TODRAWINGS. PAINT ALL METAL TO MATCH WOOD FINISH UNLESS NOTEDOTHERWISE WITH (1) COAT ZINC RICH PRIMER AND (2) COATS SEMI-GLOSSOIL BASE EXTERIOR PAINT.E.CLEANUP: CONTRACTOR SHALL DAILY REMOVE ALL RUBBISH, SCRAPS,EXTRANEOUS CONCRETE AND HARDWARE FROM THE PREMISES AND KEEPTHE JOB REASONABLY CLEAN AT ALL TIMES. SPILLED OR OVERSPRAYEDPAINT SHALL BE IMMEDIATELY CLEANED OFF OF FINISHED SURFACES TOTHE LANDSCAPE ARCHITECT'S SATISFACTION. SPECIAL CARE SHALL BEEXERCISED TO PREVENT ACCUMULATIONS OF MATERIAL TO FORM A FIREOR SAFETY HAZARD.TUBULAR STEEL1.0 SCOPE OF WORKWORK INCLUDED:A.FURNISH AND INSTALL TUBULAR STEEL PER PLANS, DETAILS ANDSPECIFICATIONS.RELATED WORK SPECIFIED IN THIS SECTION:2.0 QUALITY ASSURANCEA.QUALIFICATIONSA.1.PERFORM SHOP WELDING ON THE PREMISES OF A FABRICATORLICENSED BY THE CITY BUILDING AND SAFETY DEPARTMENT.A.2.PERFORM WELDING BY WELDERS APPROVED AND CERTIFIED INACCORDANCE WITH REQUIREMENTS OF AWS.B.REFERENCE STANDARDSB.1."AISC" STEEL CONSTRUCTION MANUAL.B.2."CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION".AWS F1.0 OF THE AMERICAN WELDING SOCIETY.B.3."METAL FINISHES MANUAL", OF THE NATIONAL ASSOCIATION OFARCHITECTURAL METAL MANUFACTURERS (NAAMM).3.0 SUBMITTALSA.SUBMIT COMPLETE SHOP DRAWINGS TO THE LANDSCAPE ARCHITECTAND/OR OWNER'S REPRESENTATIVE FOR REVIEW IN ADVANCE OFFABRICATION.A.1.SHOW DIMENSIONS, SITES, THICKNESSES, GAUGES, FINISHES, JOINING,ATTACHMENTS AND RELATIONSHIP TO ADJACENT WORK.A.2.WHERE WELDED CONNECTIONS, CONCRETE INSERTS, AND OTHERITEMS ARE REQUIRED TO RECEIVE OTHER WORK, SHOW EXACTLOCATIONS REQUIRED.A.3.FOR STANDARD MANUFACTURED ITEMS, SUBMIT WORK SHEETSSHOWING ILLUSTRATED CUTS OF ITEMS TO BE FURNISHED, SCALE,DETAILS AND DIMENSIONS.4.0 MATERIALSA.ROLLED STEEL SHAPES AND STEEL PLATES: ASTM A36.B.STEEL TUBING: ASTM A500 GRADE A, OR ASTM 1501 SEAMLESS - G.A. PERDETAILS.C.STEEL PIPE: ASTM A53, TYPE E OR S, GRADE A OR A120, GALVANIZED 6"DIAMETER.D.STEEL BOLTS: ASTM A307, GRADE A.E.WELDING RODS: CONFORM TO AWS REQUIREMENTS FOR INTENDED USE.F.CONCRETE INSERTS: AS INDICATED ON THE PLANS.G.SHOP PRIME-COAT PAINT: CONFORM TO EITHER FS TT-P-86 TYPE II FOR REDLEAD/ALKYD TYPE PAINT OR TO FS TT-P-45 FOR ZINC CHROMATE TYPEPAINT- (2) SHOP COATS.H.TOUCH-UP FOR GALVANIZED SURFACES: ALL STATE No. 321 GALVANIZINGPOWDER (30% TIN, 30% ZINC, 40% LEAD AND FLUX) AS MANUFACTURED BYALL STATE WELDING ALLOYS CO., OR SPEED GALVANIZED BY W.D.L. CO. OREQUAL.I.NON-SHRINK GROUT: MINI WAX CONSTRUCTION PRODUCTS DIVISIONPOR-ROCK, OR APPROVED EQUAL.J.METAL ENAMEL: FS TT-P-37C - (2 COATS).5.0 FABRICATIONA.CONFORM TO THE REQUIREMENTS OF THE REFERENCED STANDARDS.A.1.FOR MANUAL WELDING, USE LOW HYDROGEN TYPE E-7015 AND 7016ELECTRODES.A.2.WELD PREHEAT SHALL BE DETERMINED FROM MILL REPORTSSHOWING THE CHEMICAL COMPOSITION OF THE REINFORCEMENT.B.SHOP PRIME ALL FERROUS ITEMS TO 1 MILL DRY COAT THICKNESS AFTERFABRICATION, DE-BURRING AND GRINDING SMOOTH WELDS AND ROUGHSPOTS. TOUCH-UP AFTER INSTALLATION. LEAVE IN PROPER CONDITION TORECEIVE FINISH PAINTING.B.1.DO NOT PAINT REBAR AND STEEL SURFACES TO BE EMBEDDED IN ORBONDED TO CONCRETE.C.WELDS SHALL BE GROUND SMOOTHLY, ALL WELD SPATTER REMOVED ANDWORK SHALL COMPLY WITH THE SPECIFICATIONS OF THE "AMERICANWELDING SOCIETY."D.SUBCONTRACTOR TO PERFORM ALL THE ABOVE WORK IN ACCORDANCEWITH THE GOVERNING PLANS AND SPECIFICATIONS.6.0 COORDINATION WITH OTHER WORKA.EXAMINE DRAWINGS AND SPECIFICATIONS, AND INCLUDE ALLMISCELLANEOUS METAL WORK WHICH IS NOT DISTINCTLY SPECIFIED INOTHER SECTIONS.B.PROVIDE ALL CONNECTIONS, ANCHORS, BOLTS, WELDING, CUTTING,PUNCHING, DRILLING, TAPPING OR OTHER CONNECTION REQUIRED TO FITMISCELLANEOUS METAL WITH OTHER WORK.C.PROVIDE ITEMS TO BE INSTALLED BY OTHER TRADES WELL IN ADVANCE,TO PERMIT PROPER SEQUENCING AND SCHEDULING OF OTHER WORK.7.0 INSTALLATIONA.MISCELLANEOUS METALWORK SHALL BE FREE FROM DEFECTS WHICHWOULD IMPAIR STRENGTH, DURABILITY AND APPEARANCE.B.ERECT PLUMB, STRAIGHT, TRUE AND ACCURATELY FIT IN PLACE BRACE,REINFORCE, AND ANCHOR IN PLACE. GRIND ALL FIELD WELDS.C.PROVIDE NON-SHRINK GROUTING OF ALL FRAMES, PLATES, SILLS, BOLTSAND OTHER ITEMS NOT DESIGNATED TO BE DONE BY OTHERS.D.CONCEAL ALL CONNECTIONS IN THE FINISHED WORK, WHERE POSSIBLE.EXPOSED SCREW CONNECTIONS SHALL BE ALLEN HEAD SCREWSMATCHING THE MATERIAL THEY FASTEN.E.SET BASE PLATE FOR SUPPORT POSTS., TRUE AND PLUMB IN CONCRETEFOOTING PER DETAILS.F.PROTECT ALL DISSIMILAR METALS FROM GALVANIC CORROSION BYPRESSURE TAPES, COATINGS, OR ISOLATORS.G.AFTER ERECTION, CLEAN OFF ALL RUST, SCALE AND OIL. CLEAN FIELDWELDS, BOLTS, AND ABRADED AREAS. TOUCH-UP ALL AREAS WITH THESAME MATERIAL AS USED FOR THE SHOP COAT, LEAVING ALL SURFACESREADY TO RECEIVE FINISH COATS. APPLY SECOND COAT OF PRIMER ONSITE.H.APPLY (2) COATS ZINC RICH PRIMER COAT AND TWO FINISH COATS OFEXTERIOR METAL ENAMEL TO METAL SURFACES, COLOR AS SELECTED BYOWNER'S REPRESENTATIVE.8.0 REPAIR OF DEFECTSALL DEFECTIVE OR DAMAGED WORK SHALL BE REPLACED, REMOVED ANDREPAIRED AS DIRECTED BY THE LANDSCAPE ARCHITECT OR OWNER'SREPRESENTATIVE AT NO COST TO THE OWNER.9.0 CLEAN-UPA.CLEAN-UP AND REMOVE FROM THE SITE ALL UNUSED MATERIALS ANDDEBRIS RESULTING FROM THE PERFORMANCE OF THIS WORK NOT LESSTHAN ONCE A WEEK OR THE LAST WORKING DAY EACH WEEK. ALL TRASHSHALL BE REMOVED COMPLETELY FROM THE PROJECT SITE.B.TOUCHUP- CONTRACTOR SHALL CLEAN AND RETOUCH CONTRACTOR'SWORK AS NECESSARY, OR AS REQUIRED FOR FINAL APPROVAL BY THELANDSCAPE ARCHITECT WITHIN 24 HOURS NOTICE.C.UNPAINTED SURFACE- CONTRACTOR SHALL LEAVE ALL SURFACES NOT TOBE PAINTED, PAVING, HARDWARE, OR PLANT MATERIALS FREE FROM ANYPAINT, STAIN, SPATTERING, SMEARS OR SMUDGES WHICH ARE THE RESULTOF THE CONTRACTORS OPERATION.D.LOCATION- CONTRACTOR SHALL NOT CLEAN EQUIPMENT AND BRUSHES ORDISPOSE OF THINNERS, PAINT OR OTHERS CHEMICALS IN AREAS TO BEPLANTED OR IN THE VICINITY OF EXISTING PLANTS.CONCRETE1.0 SCOPE OF WORKFURNISH AND INSTALL ALL CONCRETE WORK COMPLETE AS INDICATED ON THEDRAWINGS AND SPECIFICATIONS INCLUDING, BUT NOT LIMITED TO:A.FURNISH AND SET ALL REINFORCING STEEL, BOLTS AND ANCHORS.B.INSTALL ALL ITEMS REQUIRED BY OTHER TRADES WHICH ARE TO BE CASTINTO CONCRETE.C.CONCRETE MOW CURBS, BANDING, OTHER FLATWORK, FOOTINGS, PADSAND SLABS FOR: WALLS, FENCING, CONTROLLERS, ETC., WHEREAPPLICABLE.2.0 GENERALALL REQUIREMENTS OF SUBSECTION 3.31, STANDARD SPECIFICATIONS FORPUBLIC WORKS CONSTRUCTION, SHALL APPLY EXCEPT AS SPECIFIED HEREIN.2.1 INSPECTION OF SITEEXAMINE RELATED WORK AND SURFACES BEFORE STARTING WORK IN THISSECTION. REPORT TO THE LANDSCAPE ARCHITECT IN WRITING, SITECONDITIONS WHICH WILL PREVENT THE PROPER PROVISION OF THIS WORK.BEGINNING THE WORK IN THIS SECTION WITHOUT REPORTING UNSUITABLECONDITIONS TO THE LANDSCAPE ARCHITECT CONSTITUTES ACCEPTANCE OFSITE CONDITIONS BY THE CONTRACTOR. ANY REQUIRED REMOVAL, REPAIR, ORREPLACEMENT OF THIS WORK CAUSED BY UNSUITABLE CONDITIONS SHALL BEDONE AT NO ADDITIONAL COST TO OWNER.2.2 PROTECTION OF EXISTING CONDITIONSCONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS. HESHALL TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING SITECONDITIONS. SHOULD DAMAGE BE INCURRED, THIS CONTRACTOR SHALLREPAIR DAMAGE TO ITS ORIGINAL CONDITION OR FURNISH AND INSTALLEQUAL REPLACEMENT AT HIS OWN EXPENSE, TO THE SATISFACTION OF THEOWNER.2.3 COORDINATIONA.COOPERATION ON-SITE: COORDINATE AND COOPERATE WITH OTHERCONTRACTORS TO ENABLE THE WORK TO PROCEED AS RAPIDLY ANDEFFICIENTLY AS POSSIBLE.B.WORK WITH OTHER TRADES: COORDINATE WITH GENERAL CONTRACTORITEMS OF OTHER TRADES TO BE FURNISHED AND SET IN PLACE. SUCHPORTIONS OF THEIR WORK AS ALL OR IN PART EMBEDDED, BUILT-IN,ATTACHED TO, OR SUPPORTED BY THE WORK SHALL BE EXECUTED BYTHEM IN AMPLE TIME THAT PROGRESS OF THE WORK IS NOT DELAYED. ANYCUTTING OR PATCHING MADE NECESSARY TO COMPLY WITH THISINJUNCTION SHALL BE DONE AT THE CONTRACTOR'S EXPENSE.2.4 APPROVALWHEREVER THE TERMS "APPROVE," "APPROVAL," OR "APPROVED" ARE USED INTHE SPECIFICATIONS, THEY MEAN APPROVAL OF THE LANDSCAPE ARCHITECT,THE OWNER'S REPRESENTATIVE OR THEIR FIELD REPRESENTATIVES, INWRITING.2.5 SUBMITTALSAFTER AWARD OF CONTRACT, CONTRACTOR SHALL SUBMIT FOR APPROVALSAMPLES AND SPECIFICATIONS OF SPECIFIED ITEMS PRIOR TO BEGINNINGWORK. APPROVED SAMPLES SHALL BE STANDARDS FOR COMPLETING WORK.SAMPLES SHALL CONSIST OF 3' SQUARE PANELS. CONTRACTOR SHALL PROVIDEONE PANEL FOR EACH COLOR AND/ OR FINISH ON THE JOB SITE. EACH SAMPLESHALL BE APPROVED BY THE LANDSCAPE ARCHITECT.2.6 SUBSTITUTIONSA.STANDARDS- SPECIFIC REFERENCE TO MANUFACTURES NAMES ANDPRODUCTS SPECIFIED IN THIS SECTION ARE USED AS STANDARDS; THISIMPLIES NO RIGHT TO SUBSTITUTE OTHER MATERIAL OR METHODSWITHOUT WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT.B.APPROVAL- INSTALLATION OF ANY APPROVED SUBSTITUTIONS ISCONTRACTOR'S RESPONSIBILITY. ANY CHANGES REQUIRED FORINSTALLATION OF ANY APPROVED SUBSTITUTION MUST BE MADE TO THESATISFACTION OF LANDSCAPE ARCHITECT AND WITHOUT ADDITIONALCOST TO OWNER. APPROVAL BY LANDSCAPE ARCHITECT OF SUBSTITUTEDMATERIALS AND/OR DIMENSIONAL DRAWINGS DOES NOT WAIVE THESEREQUIREMENTS.2.7 WARRANTYIN ADDITION TO MANUFACTURERS' GUARANTEES OR WARRANTIES, ALL WORKSHALL BE WARRANTED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCEAGAINST DEFECTS IN MATERIALS AND WORKMANSHIP BY CONTRACTOR.WARRANTY SHALL ALSO COVER REPAIR OF DAMAGE TO ANY PART OF THEPREMISES.3.0 MATERIALSA.PORTLAND CEMENT SHALL CONFORM TO ASTM-C150, TYPE I OR TYPE II.B.CONCRETE AGGREGATE SHALL CONFORM TO ASTM-C33. WATER SHALL BECLEAN, FREE FROM STRONG ACIDS, ALKALI, OIL OR ORGANIC MATTER.C.ADMIXTURE FOR ALL FORMED CONCRETE SHALL BE SIKA CHEMICALCORP'S "PLASTIMENT", OR APPROVED EQUAL, APPLIED IN STRICTACCORDANCE WITH MANUFACTURER'S DIRECTIONS.D.REINFORCEMENT: REINFORCING STEEL ASTM-A15 AND ASTM-A-305.WIREFABRIC: ASTM-A185E.FORMS:E.1.LUMBER SHALL BE "CONSTRUCTION GRADE" DOUGLAS FIRE.2.PLYWOOD FOR FORMING OF CONCRETE WHICH IS EXPOSED SHALL BEPLYFORM. ALL PLYWOOD USED FOR FORMING SHALL BE AT LEAST 5/8INCH THICK AND EDGE SEALED.F.EXPANSION JOINT FILLER SHALL CONFORM WITH ASTM-D1751(PREMOLDED).G.PROVIDE CERTIFIED MILL TEST REPORTS OF THE CHEMICAL AND PHYSICALPROPERTIES OF REINFORCING BARS AND WELDED WIRE FABRIC.G.1.REINFORCING BARS- DEFORMED BILLET-STEEL BARS CONFORMING TOASTM A615, CLEAN AND FREE FROM RUST, SCALE, OR COATING THATWILL REDUCE BOND.G.2.WELDED WIRE FABRICG.2.1.CONFORM TO ASTM A185. TAGS DESIGNATING WIRE SIZE ANDSPACING SHALL BE LEFT ON EACH ROLL UNTIL READY FOR USE.G.2.2.UNLESS OTHERWISE APPROVED WELDED WIRE MESH SHALL BE 6"X 6" No.10 No.10 CONTINUOUS.4.0 CONCRETEA.QUALITYA.1.CONTRACTOR ASSUMES RESPONSIBILITY FOR THE DESIGN MIX ANDGUARANTEES THE SPECIFIED ULTIMATE STRENGTH AS INDICATED ORSPECIFIED HEREIN.A.2.CONCRETE, MINIMUM 28-DAY ULTIMATE STRENGTH SHALL BE 2500PSI.A.3.READY-MIXED CONCRETE SHALL CONFORM TO ASTM-C94.B.PROPORTIONS AND CONSISTENCYB.1.THE PROPORTIONS OF AGGREGATE TO CEMENT SHALL PROVIDE ADENSE MIXTURE WHICH WILL READILY WORK INTO ALL CORNERS OFTHE FORMS AND AROUND ALL REINFORCEMENTS WITHOUT ANYSEGREGATION OF THE MATERIALS, CAUSE EXCESS FREE WATER TOCOLLECT ON THE SURFACE OR CAUSE EXCESSIVE BLEEDING OF THEFORMS.B.2.THE RECOMMENDED PRACTICES OF THE AMERICAN CONCRETEINSTITUTE SHALL BE FOLLOWED IN ALL APPLICABLE PROCEDURES.THE MAXIMUM SLUMP SHALL NOT EXCEED (4") FOUR INCHES FORFOOTINGS, SLABS ONGRADE, AND MASS CONCRETE; 5 INCHES FORFOUNDATION WALLS.C.CONTROL- THE CONCRETE QUALITY, PROPORTIONS, CONSISTENCY, ETC., ISSUBJECT TO THE APPROVAL OF OWNER, AND NO CHANGES SHALL BE MADEWITHOUT PRIOR WRITTEN APPROVAL.5.1 FORMWORKA.FORMS FOR CONCRETE WORK SHALL BE EITHER METAL OR WOOD. FORMSTHAT ARE WARPED OR THAT DO NOT HAVE A SMOOTH STRAIGHT UPPEREDGE SHALL NOT BE USED. FORMS SHALL BE SET WITH THE UPPER EDGE OFTHE BOARD TRUE TO LINE AND GRADE AND SHALL BE STAKED RIGIDLY INPLACE WITH STAKES SET NOT MORE THAN FOUR FEET (4') APART SO AS TOREMAIN IMMOVABLE THROUGHOUT THE CONSTRUCTION. ALL FORMSSHALL BE APPROVED BY LANDSCAPE ARCHITECT WITHIN A TOLERANCE OFONE PERCENT (1%). NOTIFY LANDSCAPE ARCHITECT 48 HOURS IN ADVANCETO SCHEDULE INSPECTION. ALL MATERIALS SHALL BE ACCURATELY ANDSEPARATELY WEIGHTED AND MIXING SHALL CONTINUE UNTIL THEDISTRIBUTION OF MATERIAL IS UNIFORM AND THE MASS OF CONCRETE ISHOMOGENEOUS.B.TWO AND ONE-HALF (2 1/2) GALLONS OF WATER PER CUBIC YARD, SHALL BEWITHHELD FROM THE MIX AT THE PLANT, AND ALL OR A PORTION MAY BEADDED TO THE MIX AT THE JOB SITE AS DIRECTED BY THE INSPECTOR. THECONCRETE SHALL BE MIXED AT LEAST 5 MINUTES AFTER SUCH WATER ISADDED AND NOT LESS THAN 3 MINUTES OF THIS TIME SHALL BEIMMEDIATELY PRIOR TO THE DISCHARGE OF THE BATCH. TOTAL MIXINGTIME AFTER ADDING ORIGINAL WATER SHALL BE AT LEAST 15 MINUTES.C.CONCRETE WHICH IS NOT PLACED WITHIN 90 MINUTES AFTER THEINTRODUCTION OF CEMENT AND WATER, AND CONCRETE WHICH HASSTOOD FOR 30 MINUTES AFTER LEAVING THE MIXER, SHALL NOT BE USED.5.2 REBARA.REINFORCING BAR SHALL BE SPLICED WITH 30 BAR DIAMERS MINIMUMOVERLAP.6.0 CONVEYING AND PLACINGA.BEFORE POURING, ALL FORMS SHALL BE THOROUGHLY CLEANED ANDMADE TIGHT. THE BOTTOM OF TRENCHES SHALL BE WETTED DOWNBEFORE POURING FOOTINGS; EARTH SHALL NOT BE MUDDY AT THE TIME OFPOURING. CONCRETE SHALL NOT BE PLACED UNTIL REINFORCEMENTS,ROUGH HARDWARE, AND FORMS ARE APPROVED BY OWNER ORLANDSCAPE ARCHITECT.B.BEFORE DEPOSITING NEW CONCRETE AGAINST OLD CONCRETE, ALLLAITANCE SHALL BE REMOVED, AND THE SURFACES ROUGHENED TOEXPOSE THE EMBEDDED AGGREGATE. THE SURFACES SHALL THEN BECOVERED WITH CEMENT GROUT, USING THE SPECIFIED MIX WITH 1/2 OF THECOURSE AGGREGATE OMITTED, 1 1/2 INCHES THICK.C.CONVEYING AND PLACING OF CONCRETE SHALL BE DONE SO AS TOPREVENT SEPARATION OF INGREDIENTS, AND IN NO CASE SHALL THE FREEFALL EXCEED 6 FEET. TREMIES SHALL BE USED AS REQUIRED. SURFACESOF CONCRETE SHALL BE KEPT REASONABLY LEVEL, WITH A MINIMUMAMOUNT OF CONCRETE BEING ALLOWED TO FLOW AFTER BEING PLACED.PLACING SHALL BE PERFORMED AS A CONTINUOUS OPERATION UNTILEACH SECTION IS COMPLETED.D.CONCRETE SHALL BE SPADED AND VIBRATED WITH MECHANICALVIBRATORS TO A MAXIMUM SUBSIDENCE, WITHOUT SEPARATION OFINGREDIENTS. THE MOVING OF CONCRETE BY VIBRATION WILL NOT BEPERMITTED.6.1 COLORED CONCRETEINTEGRAL COLOR SHALL BE PER PLAN WHERE APPLICABLE.7.0 GROUTINGA.GROUT SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT AND TWOPARTS OF FINE AGGREGATE BY VOLUME. MATERIALS SHALL BE MIXEDDRY AND WATER ADDED JUST SUFFICIENT TO MAKE THE MIXTURE FLOWUNDER ITS OWN WEIGHT.8.0 CURING AND PROTECTIONA.ALL EXPOSED SURFACES OF CONCRETE SHALL BE PROTECTED FROMDAMAGE DUE TO TEMPERATURE, ELEMENTS, AND CONSTRUCTIONOPERATIONS.B.CURING:B.1.ALL EXPOSED SURFACES OF CONCRETE SHALL BE PROTECTED FROMPREMATURE DRYING AND FRESHLY PLACED CONCRETE SHALL BEPROTECTED AGAINST WASH BY RAIN. ALL CONCRETE SHALL BE KEPTWET FOR A PERIOD OF TEN DAYS AFTER PLACING.B.2.ALL LIQUID CURING COMPOUNDS SHALL BE USED IN ACCORDANCEWITH THE MANUFACTURER'S RECOMMENDATIONS AND SHALL NOT BEUSED ON SURFACES RECEIVING CONCRETE HARDENER.9.0 DEFECTIVE CONCRETEA.CONCRETE WHICH IS NOT IN ACCORDANCE WITH THESE SPECIFICATIONS,OUT OF LINE, LEVEL, OR PLUMB; SHOWING STRUCTURAL CRACKS, ROCKPOCKETS, VOIDS, SPALLS, HONEYCOMBING, EXPOSED REINFORCING OROTHER DAMAGED SURFACES SHALL BE CONSIDERED AS DEFECTIVE.B.ALL FINES AND IRREGULARITIES SHALL BE REMOVED FROM EXPOSEDCONCRETE SURFACES WHILE THE CONCRETE IS STILL GREEN. WHEREPATCHING IS REQUIRED, ALL LOOSE AND UNIFORM CONCRETE SHALL BEREMOVED PRIOR TO PATCHING.10.0 CONCRETE FINISHESFLAT SURFACES SHALL BE SCREEDED TO THE REQUIRED LEVELS AND SLOPEAND THEN ANY EXCESS WATER OR LAITANCE REMOVED. CONCRETE SHALL BECOMPACTED WITH A GRID TAMPER AND THEN FLOATED TO A TRUE AND LEVELSURFACE WITHIN THE TOLERANCE OF 1/8 INCH ALONG A 10 FOOT STRAIGHTEDGE. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE ON ALL FLATWORK.SEE PLANS FOR CONCRETE FINISH.11.0 EXPANSION JOINTSCONTROL JOINTS AND OTHER EDGES SHALL BE FORMED IN FRESH CONCRETEUSING A CLEAN EDGING OR JOINTING TOOL TO PROVIDE A SMOOTH UNIFORMFINISH.12.0 CLEAN-UPUPON COMPLETION OF ALL CONCRETE WORK AND BEFORE FINAL ACCEPTANCE,CONTRACTOR SHALL REMOVE ALL TOOLS, SURPLUS MATERIALS, APPARATUS,DEBRIS, ETC., FROM THE SITE AND THE SITE SHALL BE LEFT IN A CLEAN, NEATCONDITION ACCEPTABLE TO OWNER. LOT 6PLAN 3.2990MEDITERRANEANLOT 7FALLOW7'-0" MAXIMUM A343434411MPRA43/4"10CITRUS TREES142LA13/4"8.3 SHRUB830MA33/4"2.9 TURF293HA23/4"7.3 SHRUB729MC101"3.1 SHRUB1881LC91"11TREE142LC83/4"5.8 TURF368HC73/4"1.6 TURF165HC61"3.1 SHRUB517MAVAVAVAVFFFFFFFA53/4"7TREE70L3411343434341111IRRIGATION LEGENDSYMMFGMODELRAIN BIRDXCZ-COM REMOTE CONTROL VALVE KIT WITHIN JUMBO VALVE BOX - SIZE PER PLANRAIN BIRDPEB-PRS-D REMOTE CONTROL VALVE - SIZE PER PLANHUNTERACZ-101 REMOTE CONTROL VALVE KITAPPROVEDFOR FRONT YARD AND PARKING LOT RAIN BIRD - UXB-360 XERI BUBBLER - 30GPH - (2)PER TREE, FOR REAR YARD HUNTER - (2)PROS-06 W/PCN-25 0.25 BUBBLER NOZZLE,INSTALL PER MFG. INSTRUCTIONS.WILKINS70 SERIES PRESSURE REGULATORWILKINS1" 375 WILKINS XL BACKFLOW PREVENTOR, INSTALL PER MANUF. SPECIFICATIONSNIBCOT-113K GATE VALVE (LINE SIZED)HUNTERPRO-HC CONTROLLLER (MODEL SELECTED PER TOTAL VALVES)APPROVEDSCHEDULE 40 PVC LATERAL LINE (SIZE PER PLAN).APPROVEDSCHEDULE 40 PVC TREE BUBBLER LATERAL LINE (SIZE PER PLAN).APPROVED1 1/4" SCHEDULE 40 MAINLINE - 18" COVER (SIZE PER PLAN).HUNTER FORREAR YARDHUNTER HLD-CV-06-12 (SHRUB) INSTALL LINES @ 12" O.C. OR PER MANUF./SOILSREPORT RECOMMENDATIONS, HUNTER ECO-MAT DRIP LINE INSTALL PER MANUF.RECOMMENDATIONS.RAIN BIRDFOR FRONTYARD ANDPARKING LOTIN-LINE DRIP TUBING: XFS-CV-P-06-12 (SHRUB) XFS-P-06-12 (TURF) SERIES WITHPURPLE STRIPE - 0.6GPH EMITTERS SPACED @ 12" O.C. WITH TUBING. SPACE TUBINGLINES @ 12" O.C. UNLESS OTHERWISE INSTRUCTED BY MANUFACTURER OR SOILSREPORT. INSTALL TUBING STAPLES @ 4' O.C. CHANGES IN DIRECTION SHALL BE MADEWITH BARBED FITTINGS. INSTALL 1" BELOW FINISHED GRADE. FOR PVC SUPPLYHEADER TO DRIPLINE TRANSITION USE 3/4" COMBINATION TEE PER MANUFACTURER.APPROVEDSCH 40 PVC SLEEVE - 2X PIPE DIAMETER MINIMUM. SLEEVE PIPING UNDER ALLPAVING 3' OR WIDERAPPROVEDDOMESTIC WATER METER INSTALLED BY EMWDAPPROVEDAIR VAC. RELIEF VALVE (VERIFY LOCATION IN FIELD) LOCATE AT SYSTEM HIGHPOINT (FRONT YARD & PARKING LOT USE RAIN BIRD & REAR USE HUNTER)APPROVED FLUSHING VALVE (VERIFY LOCATION IN FIELD) LOCATE AT SYSTEM LOW POINT(FRONT YARD& PARKING LOT USE RAIN BIRD & REAR USE HUNTER)HUNTERECO INDICATOR - DRIP IRRIGATION SYSTEM INDICATOR (1) PER DRIP IRRIGATIONVALVERAIN BIRDXB-20 DRIP EMITTER - 2GPH - (1) PER SHRUB 5GAL. AND UNDER - (2) PER 15 GAL.RAIN BIRD33-DLRC QUICK COUPLING VALVE WITH LOCKING COVERMPRFAVNOTES:·DRIPPERLINE IS SHOWN DIAGRAMMATICALLY WITH A HATCH. FOLLOW GRADE CONTOURS WITHDRIPPERLINE PER MFG. SPECS.·FOR DRIP VALVES, INSTALL BASKET STRAINER IN ITS OWN VALVE BOX.·MAINLINE IS SHOWN FOR CLARITY ONLY. LOCATE ALL H.O.A. MAINLINE 24" MIN. FROM HARDSCAPE·VALVE GPM/EMITTER QUANTITIES ARE ESTIMATES ONLY. CONTRACTOR SHALL BE RESPONSIBLE FORPROVIDING A SUFFICIENT NUMBER EMITTERS FOR PLANT MATERIAL SHOWN ON THESE PLANS. REFERTO DETAILS FOR EMITTER LAYOUT. CONTRACTOR SHALL ADJUST SYSTEM DESIGN AS REQUIRED TOMEET THE PLANT MATERIAL NEEDS.·CONTRACTOR SHALL VERIFY HIGH & LOW POINTS FOR LOCATIONS OF AIR/VACS. & FLUSH VALVES.COMMENTHEAD LEGENDSYMMFGMODELGPMARCPSIRADRAIN BIRD1806-SAM-PRS-MPR-5Q0.1090305'RAIN BIRD1806-SAM-PRS-MPR-5H0.20180305'RAIN BIRD1806-SAM-PRS-HE-VAN-8Q0.2990308'RAIN BIRD1806-SAM-PRS-HE-VAN-8H0.59180308'CBANo.1"0.0TURF125LG.P.M. (GPH)VALVE SIZEVALVE NO.HYDROZONECOMMENTAREASTATE OF CALI F O R NIA JO H N T. NORTONDATEEXP. 5/31/22SIGNATUREL I CENSED L ANDSCAPE ARCHITECT3332REVISIONDATEl a n d s c a p e a r c h i t e c t u r el a n d p l a n n i n gT E L 9 4 9 2 7 6 6 5 0 0 F A X 9 4 9 2 7 6 6 5 0 6w w w . s j a i n c . c o mThese designs and drawings are CONFIDENTIAL and the exclusive property of SJA Inc. and are not to be used, duplicated, or distributed without the express permission of SJA Inc. copyright 2001 © SJA Inc. all rights reserved 7859 SITIO COCOCARLSBAD, CA 9200915CARMELA Tr. 31874-1&2 MODEL HOMES LA QUNITA, CA 2280 Wardlow Circle Suite 100, Corona, CA 92880 DR HortonBZJNJNMODELXXXX12/10/2030'SCALE: 1" = 10'10'010'Know what'sbelow.before you dig.Call- SEE MATCHLINE - SEE SHEET 8 A ATHE DEVELOPER SHALL MAINTAIN ALL IMPROVEMENTS UNTILMAINTENANCE RESPONSIBILITY IS TURNED OVER TO THE HOMEOWNER.ALL IMPROVEMENTS SHALL BE MAINTAINED BY PRIVATE HOMEOWNERIRRIGATION PLAN71"=10'ALEGREVIA LA SERANA 1.INSTALL ALL IRRIGATION COMPONENTS ACCORDING TO LOCAL CODES ANDORDINANCES.2.THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ANY AND ALLPERMITS AND ALL INSPECTIONS AS REQUIRED.3.THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY ENCROACHMENTINTO ADJACENT PROPERTY, R.O.W.'S, EASEMENTS, SETBACKS OR ANY OTHER LEGALPROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED.4.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELFWITH ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL REPAIR/REPLACE AT NOADDITIONAL COST TO THE OWNER, ANY DAMAGE TO UNDERGROUND UTILITIESTHAT MAY OCCUR.5.THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY AND ALLDAMAGES TO OPERATIONS OR WORK OF OTHER CONTRACTORS. CONTRACTORSHALL BE RESPONSIBLE FOR COORDINATION OF ACTIVITIES WITH ALL AGENCIESAND OTHER TRADES.6.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ONPLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALLDISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO PROJECT LANDSCAPEARCHITECT AND CITY INSPECTOR FOR DIRECTION. ANY CONTINUATION OF WORKIS AT THE CONTRACTOR'S RISK AND EXPENSE.7.THE CONTRACTOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHYGROWTH OF THE PLANT MATERIAL. AT NO TIME WILL THE CONTRACTOR APPLYWATER AT A RATE OF FREQUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION.8.REFER TO DETAILS AND SPECIFICATIONS FOR INSTALLATION OF ALL COMPONENTS.9.THE WORK SHOWN ON THESE PLANS IS DIAGRAMATIC, ALL ITEMS, IE.CONTROLLERS, VALVES, MAINLINES, SLEEVES, WIRES, IRRIGATION HEADS, ETC...ARE SHOWN IN THIER APPROXIMATE LOCATIONS ONLY. DO NOT SCALE DRAWINGS,DETAIL DRAWINGS MAY CLARIFY LOCATION OF SOME ITEMS. THE CONTRACTORSHALL NOT LOCATE ANY ITEMS WHERE IT IS OBVIOUS THAT THEY ARE INCONFLICT WITH UNDERGROUND UTILITIES, STRUCTURES, OTHER IMPROVEMENTS,OR VEHICULAR OR PEDESTRIAN SAFETY CONSIDERATIONS.10.PIPING AND WIRE CONDUIT PENETRATIONS THROUGH WALLS AND INSTALLATIONOF ANY IRRIGATION EQUIPMENT UNDER PAVING MUST BE COORDINATED WITH THEGENERAL CONTRACTOR AND CONTRACTORS OF OTHER TRADES TO ELIMINATEPROBLEMS THAT MAY ARISE FROM INACCESSIBILITY OR DAMAGE TO ANOTHERTRADE'S WORK.11.DRIPPERLINE LOCATION IS DIAGRAMATIC, THE LANDSCAPE ARCHITECT RESERVESTHE RIGHT TO MAKE MINOR FINAL ADJUSTMENTS IN THE FIELD AT NO EXTRACOST TO THE OWNER.12.THE CONTRACTOR SHALL ADJUST DRIPPERLINE LOCATION FOR UTILITIES ANDOTHER VERTICAL OBSTRUCTIONS AS NECESSARY FOR PROPER FUNCTIONING OFTHE IRRIGATION SYSTEM.13.DRIPPERLINE HEADERS AND SUB-SURFACE COMPONENTS SHALL BE INSTALLEDAND CAPPED AFTER GRADING AND PRIOR TO PLANTING, DRIPPERLINE SHALL BEINSTALLED AFTER PLANTING INSTALLATION AND PRIOR TO PLACEMENT OF MULCH.14.REFER TO SPECIFICATIONS FOR MANDATORY OBSERVATION SEQUENCE.IRRIGATION NOTES1"SIZE3/4"SIZING CHARTLATERAL PIPE2"1-1/2"1-1/4"=30.1- 508.1- 120- 8FLOW (GPM)12.1- 2222.1- 30====SCH. 40 PVCCLASS 200 PVC1-1/4"1-1/2"2"37.5- 4727.5- 3717.5- 27===3/4"1"SIZEFLOW (GPM)11- 170- 10.5==LATERAL PIPESIZING CHARTTYPICAL SLOPE VALVELOCATION @ SIDE YARDCONNECT TO REMOTE1 1/4" SCH. 40 MAINLINETYPICAL POINT OF CONNECTIONCONTROL VALVEDOMESTIC SERVICEMOUNTED IN GARAGE (TYP.)CCONTROLLER MWEATHER SENSORBALL VALVE/PRESS. REGULATORCONTROLLER AND RAIN SENSOR(ALL LOTS)GARAGETYPICAL ATMOSPHERIC VACUUM BREAKER LOCATIONTOP OF SLOPEAVB 12" ABOVE HIGHEST OUTLET (TYP.)LOCATE VALVESON SIDE YARDHYDROZONE NOTESA.ALL SHRUB HYDROZONES ARE EITHERMEDIUM OR LOW WATER USE AND AREVALVED TOGETHERB.TURF AREAS ARE HIGH WATER USE ANDARE VALVED SEPARATELY FROMSHRUB AREAS.C.ALL PLANTING AREAS ARE IRRIGATEDWITH DRIP IRRIGATION INCLUDINGTURF AREASD.REFER TO IRRIGATION CALL-OUTS FORINDIVIDUAL HYDROZONE AREASQUARE FOOTAGE.REFER TO SHEET 8 FOR WATER SCHEDULE & CALS.NOTES:CONNECT ALL THE FRONT YARDLANDSCAPE IRRIGATION BACK TOCOMMON AREA SYSTEM @ TIME OFMODEL BUILT OUTREAR YARD CONNECTION LOT 5PLAN 2X.2911TUSCANLOT 4TEMP.PARKING LOT7'-0" MAXIMUMNO PARKINGC3434343434MPR411B43/4"7TREE142LB13/4"8.3 SHRUB830MB23/4"6.2 TURF621HB33/4"5.7 SHRUB570MC33/4"4TREE40LC23/4"6.3 SHRUB629MC13/4"7.3 SHRUB727MC51"7.1 SHRUB708MC41"7.1 SHRUB708MAVAVAVAVAVAVAVAVFFFFFFFFFF343434341B53/4"7TREE142LBPRMIRRIGATION LEGENDSYMMFGMODELRAIN BIRDXCZ-COM REMOTE CONTROL VALVE KIT WITHIN JUMBO VALVE BOX - SIZE PER PLANRAIN BIRDPEB-PRS-D REMOTE CONTROL VALVE - SIZE PER PLANHUNTERACZ-101 REMOTE CONTROL VALVE KITAPPROVEDFOR FRONT YARD AND PARKING LOT RAIN BIRD - UXB-360 XERI BUBBLER - 30GPH - (2)PER TREE, FOR REAR YARD HUNTER - (2)PROS-06 W/PCN-25 0.25 BUBBLER NOZZLE,INSTALL PER MFG. INSTRUCTIONS.WILKINS70 SERIES PRESSURE REGULATORWILKINS1" 375 WILKINS XL BACKFLOW PREVENTOR, INSTALL PER MANUF. SPECIFICATIONSNIBCOT-113K GATE VALVE (LINE SIZED)HUNTERPRO-HC CONTROLLLER (MODEL SELECTED PER TOTAL VALVES)APPROVEDSCHEDULE 40 PVC LATERAL LINE (SIZE PER PLAN).APPROVEDSCHEDULE 40 PVC TREE BUBBLER LATERAL LINE (SIZE PER PLAN).APPROVED1 1/4" SCHEDULE 40 MAINLINE - 18" COVER (SIZE PER PLAN).HUNTER FORREAR YARDHUNTER HLD-CV-06-12 (SHRUB) INSTALL LINES @ 12" O.C. OR PER MANUF./SOILSREPORT RECOMMENDATIONS, HUNTER ECO-MAT DRIP LINE INSTALL PER MANUF.RECOMMENDATIONS.RAIN BIRDFOR FRONTYARD ANDPARKING LOTIN-LINE DRIP TUBING: XFS-CV-P-06-12 (SHRUB) XFS-P-06-12 (TURF) SERIES WITHPURPLE STRIPE - 0.6GPH EMITTERS SPACED @ 12" O.C. WITH TUBING. SPACE TUBINGLINES @ 12" O.C. UNLESS OTHERWISE INSTRUCTED BY MANUFACTURER OR SOILSREPORT. INSTALL TUBING STAPLES @ 4' O.C. CHANGES IN DIRECTION SHALL BE MADEWITH BARBED FITTINGS. INSTALL 1" BELOW FINISHED GRADE. FOR PVC SUPPLYHEADER TO DRIPLINE TRANSITION USE 3/4" COMBINATION TEE PER MANUFACTURER.APPROVEDSCH 40 PVC SLEEVE - 2X PIPE DIAMETER MINIMUM. SLEEVE PIPING UNDER ALLPAVING 3' OR WIDERAPPROVEDDOMESTIC WATER METER INSTALLED BY EMWDAPPROVEDAIR VAC. RELIEF VALVE (VERIFY LOCATION IN FIELD) LOCATE AT SYSTEM HIGHPOINT (FRONT YARD & PARKING LOT USE RAIN BIRD & REAR USE HUNTER)APPROVED FLUSHING VALVE (VERIFY LOCATION IN FIELD) LOCATE AT SYSTEM LOW POINT(FRONT YARD& PARKING LOT USE RAIN BIRD & REAR USE HUNTER)HUNTERECO INDICATOR - DRIP IRRIGATION SYSTEM INDICATOR (1) PER DRIP IRRIGATIONVALVERAIN BIRDXB-20 DRIP EMITTER - 2GPH - (1) PER SHRUB 5GAL. AND UNDER - (2) PER 15 GAL.RAIN BIRD33-DLRC QUICK COUPLING VALVE WITH LOCKING COVERMPRFAVNOTES:·DRIPPERLINE IS SHOWN DIAGRAMMATICALLY WITH A HATCH. FOLLOW GRADE CONTOURS WITHDRIPPERLINE PER MFG. SPECS.·FOR DRIP VALVES, INSTALL BASKET STRAINER IN ITS OWN VALVE BOX.·MAINLINE IS SHOWN FOR CLARITY ONLY. LOCATE ALL H.O.A. MAINLINE 24" MIN. FROM HARDSCAPE·VALVE GPM/EMITTER QUANTITIES ARE ESTIMATES ONLY. CONTRACTOR SHALL BE RESPONSIBLE FORPROVIDING A SUFFICIENT NUMBER EMITTERS FOR PLANT MATERIAL SHOWN ON THESE PLANS. REFERTO DETAILS FOR EMITTER LAYOUT. CONTRACTOR SHALL ADJUST SYSTEM DESIGN AS REQUIRED TOMEET THE PLANT MATERIAL NEEDS.·CONTRACTOR SHALL VERIFY HIGH & LOW POINTS FOR LOCATIONS OF AIR/VACS. & FLUSH VALVES.HEAD LEGENDSYMMFGMODELGPMARCPSIRADRAIN BIRD1806-SAM-PRS-MPR-5Q0.1090305'RAIN BIRD1806-SAM-PRS-MPR-5H0.20180305'RAIN BIRD1806-SAM-PRS-HE-VAN-8Q0.2990308'RAIN BIRD1806-SAM-PRS-HE-VAN-8H0.59180308'CBANo.1"0.0TURF125LG.P.M. (GPH)VALVE SIZEVALVE NO.HYDROZONECOMMENTAREASTATE OF CALI F O R NIA JO H N T. NORTONDATEEXP. 5/31/22SIGNATUREL I CENSED L ANDSCAPE ARCHITECT3332REVISIONDATEl a n d s c a p e a r c h i t e c t u r el a n d p l a n n i n gT E L 9 4 9 2 7 6 6 5 0 0 F A X 9 4 9 2 7 6 6 5 0 6w w w . s j a i n c . c o mThese designs and drawings are CONFIDENTIAL and the exclusive property of SJA Inc. and are not to be used, duplicated, or distributed without the express permission of SJA Inc. copyright 2001 © SJA Inc. all rights reserved 7859 SITIO COCOCARLSBAD, CA 9200915CARMELA Tr. 31874-1&2 MODEL HOMES LA QUNITA, CA 2280 Wardlow Circle Suite 100, Corona, CA 92880 DR HortonBZJNJNMODELXXXX12/10/2030'SCALE: 1" = 10'10'010'Know what'sbelow.before you dig.Call- SEE MATCHLINE -SEE SHEET 7A A REFER TO SHEET 7 FOR NOTESIRRIGATION PLAN81"=10'ALEGRE1"SIZE3/4"SIZING CHARTLATERAL PIPE2"1-1/2"1-1/4"=30.1- 508.1- 120- 8FLOW (GPM)12.1- 2222.1- 30====SCH. 40 PVCCLASS 200 PVC1-1/4"1-1/2"2"37.5- 4727.5- 3717.5- 27===3/4"1"SIZEFLOW (GPM)11- 170- 10.5==LATERAL PIPESIZING CHARTP.O.C. NO.FRICTION LOSS CALCULATIONSVALVE NO.DEMANDGPMORIGINAL STATIC PRESSUREPSISTATIC PRESSURE AT METERWATER METERPSIBACKFLOW PREVENTERPSIMASTER VALVEPSIPIPE (MAINLINE)PSICONTROL VALVEPSIPIPE (LATERAL)PSIMISC. LOSSESPSIELEVATION CHANGEPSILESS TOTAL PSI LOSSPSIEQUALS PRESSURE AT HEADPSILESS PRESSURE REQUIRED AT HEADPSIRESIDUAL PRESSUREPSI LOT 518.3753/4"1.3NA-NA-13/4"1.522.01.739.5365.473035.47WATER SCHEDULESNOTE: CONTRACTOR SHALL ADJUST THE ABOVE SCHEDULE FOR THE ESTABLISHMENT PERIOD AS FOLLOWS:·RUN ALL STATIONS USING THE ABOVE RUN TIME EACH DAY TO KEEP THE SOIL OPTIMALLY MOIST AT ALL TIMES DURINGTHE FIRST 90 DAYS OF ESTABLISHMENT.·ADJUST EACH STATION AS NECESSARY FOR ACTUAL SITE CONDITIONS.·AT NO TIME SHALL RUN OFF BE PERMITTED. ADJUST START TIMES TO ACCOMMODATE LOCAL SOIL PROFILES.SMART CONTROLLER NOTE:·THE ABOVE SCHEDULE IS A GUIDE ONLY.·DO NOT OVERRIDE SMART CONTROLLER FUNCTIONS.·CONTRACTOR SHALL FOLLOW MFG. INSTRUCTIONS FOR INPUT OF ALL IRRIGATION SYSTEM REQUIREMENTS FORSCHEDULING, INCLUDING PREC. RATES, PLANT TYPES, SOIL PROFILE, SLOPE ETC...CONTROLLER CHARTS:·CONTRACTOR SHALL PREPARE CONTROLLER CHARTS FOR EACH RESIDENCE LISTING EACH VALVE NUMBER AND ADESCRIPTION OF THE AREA CONTROLLED BY THAT VALVE.HYDROZONE NOTESA.ALL SHRUB HYDROZONES ARE EITHERMEDIUM OR LOW WATER USE AND AREVALVED TOGETHERB.TURF AREAS ARE HIGH WATER USE ANDARE VALVED SEPARATELY FROM SHRUBAREAS.C.ALL PLANTING AREAS ARE IRRIGATED WITHDRIP IRRIGATION INCLUDING TURF AREASD.REFER TO IRRIGATION CALL-OUTS FORINDIVIDUAL HYDROZONE AREA SQUAREFOOTAGE.THE DEVELOPER SHALL MAINTAIN ALL IMPROVEMENTS UNTILMAINTENANCE RESPONSIBILITY IS TURNED OVER TO THE HOMEOWNER.ALL IMPROVEMENTS SHALL BE MAINTAINED BY PRIVATE HOMEOWNERNOTES:CONNECT ALL THE FRONT YARDLANDSCAPE IRRIGATION BACK TOCOMMON AREA SYSTEM @ TIME OFMODEL BUILT OUTTEMPORARY POINT OFCONNECTION FOR FRONT YARDSTUB 3/4"MAINLINEFROM PRIVATE MAIN(2) 2" SCH. 40 SLEEVEREAR YARD CONNECTION BSLEEVING DETAILDAISOLATION VALVESTATE OF CALI F O R NIA JO H N T. NORTONDATEEXP. 5/31/22SIGNATUREL I CENSED L ANDSCAPE ARCHITECT3332REVISIONDATEl a n d s c a p e a r c h i t e c t u r el a n d p l a n n i n gT E L 9 4 9 2 7 6 6 5 0 0 F A X 9 4 9 2 7 6 6 5 0 6w w w . s j a i n c . c o mThese designs and drawings are CONFIDENTIAL and the exclusive property of SJA Inc. and are not to be used, duplicated, or distributed without the express permission of SJA Inc. copyright 2001 © SJA Inc. all rights reserved 7859 SITIO COCOCARLSBAD, CA 9200915CARMELA Tr. 31874-1&2 MODEL HOMES LA QUNITA, CA 2280 Wardlow Circle Suite 100, Corona, CA 92880 DR HortonBZJNJNMODELXXXX12/10/20IRRIGATIONDETAILS - DOMESTIC9N/A3" IN PLANT AREAS 1" IN LAWN AREAS 12" MIN 24"NOTESLEGEND12"23FLOW15101117121314459167168·INSTALL CONTROL VALVES A MINIMUM OF 24" FROM STRUCTURES OR HARDSCAPE·INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS.·PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPE·PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.·ATTACH VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER TO CONTROL WIRE.·INSTALL ONE VALVE PER BOX ONLY.1.PLASTIC VALVE BOX AND COVER (CARSON OR APPROVEDEQUAL) HEAT STAMP W/ VALVE NO.2.TO SPRINKLER - ANGLE PIPE TO SPECIFIED DEPTH WITH 45DEGREE ELLS3.SCH 40 PVC MALE ADAPTOR4.SCH 80 PVC UNION5.SCH. 80 PVC CLOSE NIPPLE6.WATER PROOF CONNECTORS7.ELECTRIC CONTROL VALVE8.FINISH GRADE9.PIG TAIL EXPANSION LOOP (MIN. 24" LONG)10.SCH 40 PVC SxSxT TEE11.SCH. 80 PVC CLOSE NIPPLE12.3/4" DIA. WASHED CRUSHED AGGREGATE13.SCH 80 PVC NIPPLE-(MAIN SIZE)14.CONTROL & COMMON WIRES15.PRESSURE SUPPLY LINE16.VALVE I.D. TAG W/ VALVE NUMBER IMPRINT17.1/4" MESH GALVANIZED SCREENNOTES:1" IN LAWN AREAS3" IN PLANT AREAS6"LEGEND18" MIN.ROUND PLASTIC VALVE BOX COVER SHALL BE MARKED "BV" FOR BALL VALVE "GV" FOR GATE VALVE HEAT STAMPED INTO VALVE COVER BY CONTRACTOR FINISH GRADE ISOLATION VALVE W. I.D. TAG 3/4" WASHED CRUSHED AGGREGATE BASE SCH. 40 PVC MALE ADAPTORS1234512356BRICK SUPPORTS (2) TOTAL6·PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX·ISTALL ISOLATION VALVE BEFORE EACH GROUP OF VALVES10" SCH. 40 PIPE EXTENTION744NOTE:12" MIN LEGENDPOP-UP HEAD - EQ. SPACE (2) HEADS AROUND TREE TRUNKFINISH GRADE SCH. 80 PVC NIPPLE LENGTH AS NECESSARY SCH. 40 PVC TxT 90 DEGREE ELL MARLEX 90 DEGREE STREET ELL SCH. 80 PVC NIPPLE (6" LONG) NON-PRESSURE LATERAL LINE & TEE FITTING MARLEX 90 DEGREE ELL ANTI-DRAIN VALVE - ALL DOWN SLOPE HEADS- IF NOT FITTED IN HEADSLOCATE HEAD 24" MIN. FROM WALKS, CURBS , LOCATE HEAD 24" MIN. FROM ALL STRUCTURES. 12345678998734561224" MIN.MIN. FROM PAVING6" MIN. 30" MIN. (SEE NOTES) 2"12"TYP.NOTES:A.ALL SLEEVES TO BE SCH. 40 PVC.B.EXTEND ALL SLEEVES 12" BEYOND EDGE OFHARDSCAPE AT BOTH ENDSLEGENDHARDSCAPINGCLEAN BACKFILL - SEE SPECS. FOR MATERIAL, 90%COMPACTION REQUIREDSANDNON-PRESSURE LATERAL LINE SLEEVE SIZE TWICEDIAMETER OF NON-PRESSURE LATERAL LINECONTROL WIRE SLEEVE - SIZE PER PLAN, INSTALLADJACENT TO PRESSURE SUPPLY LINEPRESSURE SUPPLY LINE SLEEVE - SIZE TWICE DIAMETEROF PRESSURE SUPPLY LINE12345612345618" MIN. (SEE NOTES) 12" MIN.6" MIN.NOTES:A.PROVIDE AN 24" LOOP OF CONTROL WIRE AT ALL 90DEGREE CHANGES IN DIRECTIONB.NO SPLICING OF WIRE RUNLEGENDFINISH GRADECLEAN BACKFILL - SEE SPECS. FOR MATERIAL, 90%COMPACTION REQUIREDNON-PRESSURE LATERAL LINEPRESSURE SUPPLY (MAINLINE)NEW LINE PROVIDE 2" OF CLEAN BEDDINGCONTROL WIRES - BUNDLE AND TAPE AT 10' O.C. ANDINSTALL BELOW PRESSURE SUPPLY LINE123456654321TRENCHING DETAILEREMOTE CONTROL VALVE (TREE BUBBLERS) FOR FRONT YARD ONLYFREMOTE CONTROL VALVE ( FOR REAR YARD ONLY)IHG1LEGENDMULCH BEDFINISH GRADEPRESSURE SUPPLY LINEREMOTE CONTROL VALVE (REFER TO PLAN)SOLENOID WIRES - PIGTAIL EACH 36" LONGVALVE TAG W/ VALVE NUMBER IMPRINTPRESSURE REGULATOR - REFER TO PLAN3/4" CRUSHED ROCK.BRICKS (4 REQ'D.)RECTANGULAR JUMBO PLASTIC VALVE BOXPVC UNION FOR SERVICING ASSEMBLY.IN-LINE FILTER - REFER TO PLAN - W/ 150 MESHSCREEN1/4" MESH GALVANIZED SCREEN234567891011121316113987121324105JNOTE:1" IN LAWN AREAS2" IN PLANT AREAS6"LEGEND18" MIN.1234512764353"678PLASTIC VALVE BOX COVER SHALL BEMARKED "PR" IF REGULATOR IS REQ'DFINISH GRADEISOLATION VALVE3/4" WASHED CRUSHED AGGREGATESCH. 40 PVC MALE ADAPTORSUNIONPRESSURE REGULATOR (IF REQ'D)TOE NIPPLE8A.PLACE AGGREGATE PRIOR TO INSTALLATIONOF VALVE BOXB.USE WILKINS 500 SERIES REG. IF REQ'DPRESSURE REGULATORUSE TEFLON TAPE ON ALL THREADED CONNECTIONS.USE TEFLON TAPE ON ALL THREADED CONNECTIONS.USE TEFLON TAPE ON ALL THREADED CONNECTIONS.USE TEFLON TAPE ON ALL THREADED CONNECTIONS.USE TEFLON TAPE ON ALL THREADED CONNECTIONS.POP-UP ROTATOR / TREE BUBBLER12"NOTES:FERTILIZER INJECTORSFIARWDW(STA NO.)FVARWRWRWRWDWDWDWDWAQCAAASBMVRWRWRWRWRWDWDWDWDWDWAAAGVMSGRAAFSREMOTE CONTROL VALVESFLUSH VALVE ASSEMBLYQUICK COUPLERSSPLICE BOXMASTER VALVEGROUNDING RODSMOISTURE SENSORSGATE VALVESFLOW SENSORSARVDESIGNATIONCCCEQUIPMENTCONTROLLERRECYCLEDDOMESTICRWRWRWDWDWDWAABSAWATERWATERLEGEND 24"COMMUNICATION SPLICESBASKET STRAINERSAIR RELIEF VALVEIDENTIFICATION GUIDEPLANRCVRCV12"RCV12"DWA-9RCV BVVALVE NUMBERDWBALL VALVEBVRWA322141LEGEND20"x14" JUMBO RECTANGULAR VALVE BOX16"x11" STANDARD RECTANGULAR VALVE BOX10" DIA. ROUND VALVE BOXEDGE OF AREA, CURB, WALK OR WALL234A.VALVE BOXES SHALL BE LABELED BY HOT IRON BRANDINGB.CONTROL VALVES SHALL BE INSTALLED TO ALLOW ORDERLYARRANGEMENT OF VALVE BOXES.C.LOCATE VALVE ASSEMBLIES IN SHRUB OR GROUNDCOVER AREASONLY 24" FROM HARDSCAPE.D.LOCATION OF VALVE ASSEMBLIES SHALL BE STAKED FOR APPROVALBY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.E.CENTER VALVE BOXES OVER VALVE ASSEMBLE TO FACILITATEACCESS AND MAINTENANCE.F.SET VALVE BOXES AT EQUAL ELEVATIONS W/ TOPS AT 3" ABOVEFINISH GRADE IN SHRUB/ GROUNDCOVER AREAS.G.VALVE BOXES SHALL BE SET PARALLEL TO EACH OTHER ANDPERPENDICULAR TO EDGE OF AREA.H.DO NOT DEFORM OR COLLAPSE VALVE BOX BY EXCESSIVE SOILCOMPACTION AROUND BOX.I.SEE ALSO INDIVIDUAL VALVE INSTALLATION DETAILS.CONTACT LANDSCAPE ARCHITECT FOR INFOON ANY DEVICE IN A BOX NOT LISTED.VALVE BOX I.D.LEGEND1DRIP EMITTER (EMITTER QUANTITY SEEDRIP EMITTER SCHEDULE)1/4" POLYFLEX RISER. CUT TO LENGTH ASREQUIREDFINISH GRADEPOLY COMPRESS FITTING1/2" POLYTHELINE, OR SIZE PER PLANROOT BALL LOCATIONEMITTER LOCATION23412"2"5667SECTIONPLAN137245CEMITTER23487109111715146FLOW1213PVC SCH 80 NIPPLE (2-INCHCONTROL ZONE KIT: HUNTERPVC MAINLINE11MODEL PACZ-075 OR PACZ-101 PER PLANCLASS 200 LATERAL1312PVC SCH 80 NIPPLE(LENGTH AS REQUIRED)PVC SCH 40 ELLLENGTH, HIDDEN) AND PVC SCH 40 ELLPVC SCH 40 TEE OR ELL10987PRESSURE REGULATOR654321WATER PROOF CONNECTION30-INCH LINEAR LENGTH OFPVC SCH 80 NIPPLE (CLOSE)WIRE, COILEDFINISH GRADE(1 OF 2)ID TAG (IF REQ'D)14PVC SCH 80 THREADED UNION FORSERVICING ASSEMBLY12" MIN.ABOVEHIGHEST OUTLET ** IF DRIP SYSTEMS OCCUR ON SLOPESCONTRACTOR SHALL USE ANGLEVALVE/AVB PER IRRIGATION LEGEND INCONJUNCTION WITH REGULATOR, FILTERAND BALL VALVE AS SHOWN HEREON.* SECURE VALVE WIRING TO VALVERISERS USING TEFLON TAPE.14BALL VALVE1515REMOTE CONTROL VALVE( FOR FRONT YARD ONLY) STATE OF CALI F O R NIA JO H N T. NORTONDATEEXP. 5/31/22SIGNATUREL I CENSED L ANDSCAPE ARCHITECT3332REVISIONDATEl a n d s c a p e a r c h i t e c t u r el a n d p l a n n i n gT E L 9 4 9 2 7 6 6 5 0 0 F A X 9 4 9 2 7 6 6 5 0 6w w w . s j a i n c . c o mThese designs and drawings are CONFIDENTIAL and the exclusive property of SJA Inc. and are not to be used, duplicated, or distributed without the express permission of SJA Inc. copyright 2001 © SJA Inc. all rights reserved 7859 SITIO COCOCARLSBAD, CA 9200915CARMELA Tr. 31874-1&2 MODEL HOMES LA QUNITA, CA 2280 Wardlow Circle Suite 100, Corona, CA 92880 DR HortonBZJNJNMODELXXXX12/10/20IRRIGATIONDETAILS - DOMESTIC10N/APLACE STABILIZER PRIOR TO INSTALLATION OF VALVE BOXBRASS 90 DEGREE STREET ELLBRASS 90 DEGREE STREET ELLSTAINLESS STEEL SCREW, CLAMP MIN. (3) PLACESPLASTIC VALVE BOX & COVER- COVER SHALL BE HEAT 3/4" DIA. WASHED CRUSHED AGGREGATESTAMPED WITH LETTERS "QC" INTO COVER BY CONTRACTORSTRUCTURE OR HARDSCAPEBRASS 90 DEGREE ELLBRASS NIPPLE - 6" LONGBRASS NIPPLE QUICK COUPLING VALVE W/ I.D. TAG FINISH GRADEPRESSURE SUPPLY LINE FITTINGNO. 4 REBAR STAKE (24" LONG)1/4" MESH GALVANIZED SCREENPRESSURE SUPPLY LINE123" IN LAWN AREAS1" IN LAWN AREAS18" MINIMUMNOTES:LEGEND2111079865431312141155781312" MIN.41411109615231IQ-118"MAX.6"MIN.DRIPPERLINE BURIALDRIPPERLINE LAYOUT (IRREGULAR)EBABOTTOM 1/3 OFSLOPE SPACINGPLUS 25%TOP 2/3 OF SLOPENORMAL SPACINGNOTES:1.DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACINGTO BE BASED ON SOIL TYPE, PLANT MATERIALS ANDCHANGES IN ELEVATION. DISTANCE BETWEEN LATERALROWS FOR BOTTOM 1/3 OF SLOPE TO BE 1.25X OPTIMAL ROWDISTANCE. SEE DRIPLINE INSTALLATION GUIDE FORSUGGESTED SPACING.2.LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOTEXCEED THE MAXIMUM LENGTH SHOWN IN THEACCOMPANYING TABLE.3.WHEN ELEVATION CHANGE EXCEEDS 10 FEET IT ISRECOMMENDED THAT A NEW DRIPLINE ZONE BE CREATED.4.INSTALL AIR RELIEF VALVE AT HIGH POINTS IN DRIPLATERAL.PVC DRIP MANIFOLD FROM CONTROL ZONE VALVE KIT(SIZED TO MEET LATERAL FLOW DEMAND)BARB X MALE FITTINGPVC SUPPLY HEADERPVC SCH 40 TEE OR EL (TYPICAL)SUB-SURFACE DRIPLINEFLUSH POINTPVC FLUSH HEADERNOT USED1234567X = DISTANCE BETWEEN ROWS OF DRIP LATERALS ASDETERMINED BY PLANT AND SOIL TYPE. SEE NOTE 1.2435BOTTOM 1/3OF SLOPETOP 2/3OF SLOPE76588Dripline Maximum Lateral Lengths (Feet)11.EASY FITCOMPRESSION TEE:2.SUB-SURFACEDRIPLINE3.INLINE DRIP EMITTER4.TIE DOWN STAKE5.TURF/FINISH GRADEOR SHRUB BED WITHMULCH12NOTES:A.1. PLACE TIE DOWN STAKES EVERY THREEFEET IN SAND, FOUR FEET IN LOAM, AND FIVEFEET IN CLAY.B.2. AT FITTINGS WHERE THERE IS A CHANGE OFDIRECTION SUCH AS TEES OR ELBOWS, USETIE-DOWN STAKES ON EACH LEG OF THECHANGE OF DIRECTION.C.3. INSERTION PLOW AND TRENCHEDINSTALLATIONS DO NOT REQUIRE TIE DOWNSTAKES.34545321PVC EXHAUST HEADERPVC SCH 40 TEE OR EL (TYPICAL)FLUSH POINT (TYPICAL)BARB X MALE FITTINGPERIMETER OF AREABARB X BARB INSERT TEE OR CROSS:TEE (TYPICAL)PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROMPERIMETER OF AREASUB-SURFACE DRIPLINE1/2" POLYETHYLENE BLANK TUBINGNOT USEDPVC SUPPLY MANIFOLDPVC SUPPLY PIPE FROM CONTROL ZONE KIT (SIZED TOMEET LATERAL FLOW DEMAND)TOTAL LENGTH OF SELECTED DRIPLINE SHOULD NOTEXCEED LENGTH SHOWN IN TABLEPVC SCH 40 RISER PIPE6713891089107NOTES:1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE,PLANT MATERIALS AND CHANGES IN ELEVATION. SEE DRIPLINE INSTALLATION GUIDEFOR SUGGESTED SPACINGS.2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTHSHOWN IN THE ACCOMPANYING TABLE.11116612121321134589107166121413Dripline Maximum Lateral Lengths (Feet)1212211214245DRIPPERLINE SLOPE INSTALLATIONDUSE TEFLON TAPE ON ALL THREADED CONNECTIONS.1.FINISH GRADE2.SUBTERRANEANEMITTER BOX: PERHUNTER SPECS.3.1/2" AIR RELIEF VALVE:4.HUNTER 1/2" AIR/VAC.RELIEF VALVE TO BEINSTALLED AT HIGHPOINTS IN DRIP ZONEPVC SCH 40 FEMALEADAPTER5.PVC SCH 80 RISER6.BRICK (1 OF 2)7.PVC HEADER PIPE8.PVC SCH 40 TEE9.3" MINIMUM DEPTH OF3/4" WASHED GRAVEL123596478LEGEND1.FINISH GRADE2.PVC DRIP MANIFOLD PIPE3.PVC 1" X 34" TRUE UNION BALL VALVEFOR FRONT YARD & PARKING LOT, FORREAR YARD USE PLD-BV4.MALE X BARB ADAPTER5.BLANK TUBING6.12-INCH VALVE BOX WITH COVER:7.3-INCH MINIMUM DEPTH OF 34" WASHEDGRAVEL8.BRICK (1 OF 2)12345678LEGENDCAIR/VAC. RELIEF VALVEFLUSH VALVEQUICK COUPLERF STATE OF CALI F O R NIA JO H N T. NORTONDATEEXP. 5/31/22SIGNATUREL I CENSED L ANDSCAPE ARCHITECT3332REVISIONDATEl a n d s c a p e a r c h i t e c t u r el a n d p l a n n i n gT E L 9 4 9 2 7 6 6 5 0 0 F A X 9 4 9 2 7 6 6 5 0 6w w w . s j a i n c . c o mThese designs and drawings are CONFIDENTIAL and the exclusive property of SJA Inc. and are not to be used, duplicated, or distributed without the express permission of SJA Inc. copyright 2001 © SJA Inc. all rights reserved 7859 SITIO COCOCARLSBAD, CA 9200915CARMELA Tr. 31874-1&2 MODEL HOMES LA QUNITA, CA 2280 Wardlow Circle Suite 100, Corona, CA 92880 DR HortonBZJNJNMODELXXXX12/10/20IRRIGATIONSPECIFICATIONS11N/APART A IRRIGATION1.0 SCOPEFURNISH ALL MATERIALS, EQUIPMENT, SERVICES, SUPERVISION,TRANSPORTATION AND LABOR NECESSARY TO PERFORM ALLIRRIGATION WORK, COMPLETE, INCLUDING BUT NOT LIMITED TO:SERVICE MANUALS; RECORD DRAWINGS; LOOSE EQUIPMENT;GUARANTEE; MATERIALS; AND INSTALLATION.2.0 DRAWINGS AND SPECIFICATIONSA.THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TOINDICATE AND SPECIFY A COMPLETE AND EFFICIENT SPRINKLERIRRIGATION SYSTEM.B.PLOT DIMENSIONS ARE APPROXIMATE. CONTRACTOR SHALLCAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND SHALLREPORT ANY VARIATIONS TO LANDSCAPE ARCHITECT.C.DUE TO THE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TOINDICATE ALL OFFSETS, FITTINGS, ETC., WHICH MAY BEREQUIRED. CONTRACTOR SHALL CAREFULLY INVESTIGATE THESTRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL HISWORK, AND PLAN HIS WORK ACCORDINGLY. DRAWINGS AREGENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TOBE INSTALLED. THE WORK SHALL BE INSTALLED IN THE MOSTDIRECT AND WORKMANLIKE MANNER, SO THAT CONFLICTSBETWEEN SPRINKLER SYSTEMS, PLANTING AND ARCHITECTURALFEATURES WILL BE AVOIDED.3.0 SERVICE MANUALS/MATERIALS LISTA.CONTRACTOR SHALL FURNISH ONE (1) MANUAL TO OWNER. THEMANUAL MAY BE LOOSE LEAFED AND SHALL CONTAINCOMPLETE EXPLODED DRAWINGS OF ALL EQUIPMENTINSTALLED SHOWING COMPONENTS AND CATALOG NUMBERSTOGETHER WITH THE MANUFACTURER'S NAME AND ADDRESS.ADDITIONAL SHEETS SHALL COVER OPERATION INSTRUCTIONSSIMPLE ENOUGH TO BE UNDERSTOOD WITHOUT SPECIALIZEDKNOWLEDGE.B.CONTRACTOR SHALL FURNISH A MATERIALS LIST TO OWNERFOR APPROVAL PRIOR TO START OF WORK. SAID LIST SHALLCONFORM TO PERFORMANCE STANDARDS AND DATA AS SHOWNON DRAWINGS, OR IN LEGEND AND DETAILS.4.0 AS BUILT DRAWINGS:A.CONTROLLER CHARTS- THREE CONTROLLER CHARTS PERCONTROLLER, ENCASED IN 20 MIL PLASTIC, SHOWING CLEARLYTHE AREAS SERVICED BY EACH REMOTE CONTROL VALVE (EACHVALVE DEPICTED BY A DIFFERENT COLOR) SHALL BE PROVIDEDAT EACH CONTROLLER. CONTROLLER CHARTS SHALL BE MADEUSING REDUCED APPROVED AS-BUILT PLANS5.0 LOOSE EQUIPMENT6.0 GUARANTEEA.THE ENTIRE SPRINKLER SYSTEM SHALL BE UNCONDITIONALLYGUARANTEED BY CONTRACTOR AS TO MATERIAL ANDWORKMANSHIP, INCLUDING SETTLING OF BACKFILLED AREASBELOW GRADE FOR A PERIOD OF ONE (1) YEAR FOLLOWING THEDATE OF FINAL ACCEPTANCE OF THE WORK. OWNER MAYEXERCISE OPTION TO WITHHOLD PART OF FINAL PAYMENTUNTIL THE ONE YEAR PRODUCT/WORKMANSHIP GUARANTEEHAS ELAPSED FROM DATE OF FINAL ACCEPTANCE.B.IF WITHIN ONE YEAR FROM THE DATE OF COMPLETION,SETTLEMENT OCCURS, AND ADJUSTMENTS IN PIPES, VALVES ANDSPRINKLER HEADS OR PAVING IS NECESSARY TO BRING THESYSTEM OR PAVING TO THE PROPER LEVEL OF THE PERMANENTGRADES, CONTRACTOR, AS PART OF THE WORK UNDER HISCONTRACT, SHALL MAKE ALL ADJUSTMENTS WITHOUT EXTRACOST TO OWNER, INCLUDING THE RESTORATION OF ALLDAMAGED PLANTING, PAVING OR OTHER IMPROVEMENTS OFANY KIND.C.SHOULD ANY DIFFICULTIES DEVELOP WITHIN THE SPECIFIEDGUARANTEE PERIOD WHICH OWNER FEELS MAY BE DUE TOINFERIOR MATERIAL AND/OR WORKMANSHIP, THESEDIFFICULTIES SHALL BE IMMEDIATELY CORRECTED BYCONTRACTOR TO THE SATISFACTION OF OWNER AT NOADDITIONAL COST TO OWNER, WITHIN 72 HOURS OF WRITTENNOTICE, INCLUDING ANY AND ALL OTHER DAMAGE CAUSED BYSUCH DEFECTS. FAILURE OF CONTRACTOR TO RESPOND IN ATIMELY MANNER TO REPAIR DAMAGED CONDITIONS, SHALLPROMPT OWNER TO REPAIR SAME AND DEDUCT COSTS OFLABOR, MATERIAL AND EQUIPMENT USED FROM CONTRACTOR'SFINAL PAYMENT.7.0 MATERIALSA.PIPE AND FITTINGSA.1.BRASS - BRASS PIPE SHALL BE IPS STANDARD WEIGHT 85%RED BRASS. FITTINGS SHALL BE WITH STANDARD 125 POUNDCAST BRONZE THREADED FITTINGS.A.2.PVC CONDUIT - PIPE THAT IS USED FOR CONTROL WIRESSHALL BE PVC CONDUIT SCHEDULE 40: TYPE 1220. ALL WIRESUNDER PAVING SHALL BE INSTALLED IN PVC CONDUIT, ORSLEEVES.A.3.PVC NORMAL IMPACT PIPE-TYPE 1220 (PVC SCHEDULE 40 & 80)A.3.1.A. TYPE II GRADE I HIGH IMPACT PIPE FROM ALL VIRGINMATERIALS.A.3.2.OUTSIDE DIAMETER OF PIPE SHALL BE THE SAME SIZE ASIRON PIPE.A.3.3.PIPE SHALL BE MARKED AT INTERVALS NOT TO EXCEED 5'WITH THE FOLLOWING INFORMATION: MANUFACTURER'SNAME, NOMINAL PIPE SIZE, PVC TYPE AND GRADE (I.E.,1220) SDR RATING CLASS, NSF APPROVAL ANDCOMMERCIAL STANDARD DESIGNATION CS 256-60A.3.4.PIPE SHALL BE MARKED AT INTERVALS WITH THEFOLLOWING INFORMATION (NOT TO EXCEED 5'):MANUFACTURER'S NAME, NOMINAL SIZE, PVC TYPE ANDGRADE (I.E., PVC 1220) SDR RATING CLASS, NSF APPROVALAND COMMERCIAL STANDARD DESIGNATION CS256-63).MARKING SHALL INCLUDE EXTRUSION DATE.A.3.5.PVC TYPE I SHALL NOT BE THREADEDA.3.6.PVC FITTINGS SHALL BE PVC TYPE II, SCHEDULE 40 NSFAPPROVED.A.3.7.SOLVENT SHALL BE No. 175 GRAY NSF APPROVED ASMANUFACTURED BY INDUSTRIAL POLYCHEMICALSERVICE, GARDENA, CALIFORNIA, OR EQUAL.A.3.8.CAUTION SHALL BE UTILIZED IN HANDLING TYPE I PIPEDUE TO THE POSSIBILITY OF CRACKING, OR OF SPLITTINGWHEN DROPPED OR HANDLED CARELESSLY.A.3.9.WHEN CONNECTION IS PLASTIC TO METAL, MALEADAPTORS SHALL BE USED. THE MALE ADAPTOR SHALLBE HAND TIGHTENED, PLUS ONE TURN WITH A STRAPWRENCH. JOINT COMPOUND SHALL BE PERMATIX TYPE II.A.3.10.ALL MALE THREADED FITTING SHALL RECEIVE 3 FULLWRAPS OF 3 MIL TEFLON (PTFE) PLUMBERS TAPE -MIL-T-27730A.A.4.RING-TITE PVC PIPEA.4.1.ALL PIPE INDICATED ON THE WORKING DRAWINGS,SHALL BE CLASS 160 PSI JOHNS-MANVILLE PVC PIPEWITH RING-TITE JOINTS.A.4.2.ALL RING-TITE JOINTS SHALL BE SEALED WITH RUBBERRINGS AS PROVIDED BY THE MANUFACTURER. ALL PIPEJOINTS SHALL PROVIDE FOR EXPANSION ANDCONTRACTION.A.4.3.THRUST BLOCKS SHALL BE PROVIDED AS REQUIRED FORPROPER ANCHORAGE AND DURABILITY OF THERING-TITE PIPE. (REFER TO DETAILS)B.SPRINKLER HEADSSPRINKLER HEADS SHALL BE AS SHOWN ON PLAN.C.VALVESC.1.REMOTE CONTROL VALVES - ELECTRIC REMOTE CONTROLVALVES SHALL BE AS SHOWN ON PLANS AND DETAILS.C.2.GATE/BALL VALVES - APPROVED GATE/BALL VALVES SHALLBE AS SHOWN ON PLANS AND DETAILS. SIZE AND LOCATIONSHALL BE AT 300' INTERVALS MINIMUM AND ELSEWHERE ASINDICATED ON PLAN.C.3.ALL VALVES SHALL BE LOCATED 24" AWAY FROM CURBS ORSIDEWALKS, AND POSITIONED PERPENDICULAR TO THE EDGEOF PAVING.C.4.ALL VALVES SHALL BE MARKED AT A CURB LOCATION,FINAL LOCATION AND METHOD OF MARKING TO BEAPPROVED BY THE CITY.C.5.VALVES SHALL BE CLUSTERED IN GROUPS PER PLAN.D.AUTOMATIC CONTROLLERSAUTOMATIC CONTROLLERS SHALL BE AS SHOWN ON PLANS ANDDETAILS.E.CONTROL WIRE FOR RCV'SALL WIRING TO BE USED FOR CONNECTING THE AUTOMATICCONTROLLER TO THE ELECTRICAL SOLENOID ACTUATED BYREMOTE CONTROL VALVE SHALL BE TYPE UF-600V, 14 GUAGESOLID COPPER, PVC INSULATION, SINGLE CONDUCTOR, ULAPPROVED UNDERGROUND FEEDER CABLE. EACH PILOT OR"HOT" WIRE SHALL BE COLOR-CODED FOR EACH VALVE WITHTHE COMMON WIRE BEING WHITE AND STRIPED DIFFERENTLYFOR EACH VALVE. "PIG-TAIL" TAG COMMON WIRE WITH STATIONNUMBERS ON EACH END "PIG-TAIL" WIRING EVERY 1500 L.F. ORAT EACH 90 DEGREE TURN. ENCLOSE 3 FT. PIG-TAILS IN CONTROLBOXES WITH COVER STAMPED "SB" (SPLICE BOX). VALVE WIRESSHALL BE BURIED 18" DEEP MINIMUM AND ATTACHED TO THEUNDERSIDE OF THE MAINLINE WHERE POSSIBLE. THECONTRACTOR SHALL RUN TWO (2) EXTRA WIRES IN EACHDIRECTION FROM THE CONTROLLER TO THE FARTHEST VALVE INEACH DIRECTION (COLORS TO BE ORANGE AND ORANGE WITH AWHITE STRIPE).F.VALVE BOXES AND PULL BOXESALL VALVE BOXES SHALL BE PLASTIC WEATHER RESISTANT, U.V.RESISTANT AND SOIL RESISTANT. VALVE BOXES SHALL BEGREEN IN COLOR, PULL BOXES SHALL BE GREY IN COLOR.VALVE BOXES SHALL BE LOCKABLE WITH A STAINLESS STEELBOLT. VALVE BOXES SHALL HAVE A LOAD BEARING CAPACITYOF 1500 PSI, VALVE BOX EXTENSIONS SHALL HAVE THE SAMESPECIFICATIONS AS THE BOX. VALVE BOXES SHALL BE"CHRISTIE" OR AN APPROVED EQUAL. BOX LIDS SHALL BESTAMPED "GV" OR "RCV" . PULL BOXES SHALL BE UNMARKEDVALVE BOXES SHALL BE EMBOSSED WITH THE CONTROLLERAND VALVE NUMBER. PULL BOXES SHALL BE INSTALLED EVERY200' MIN. INSTALL PULL BOXES IN LANDSCAPE AREAS ONLY.G.BACKFLOW PREVENTION UNITSTHE BACKFLOW PREVENTION UNITS SHALL BE AS SHOWN ONPLANS AND DETAILS. ALL CONNECTIONS TO BACKFLOWPREVENTER SHALL BE TYPE K BRASS/ COPPER PIPE.8.0 INSTALLATIONA.TRENCHINGA.1.EXCAVATION SHALL BE OPEN VERTICAL CONSTRUCTIONSUFFICIENTLY WIDE TO PROVIDE FREE WORKING SPACEAROUND THE MATERIAL INSTALLED AND TO PROVIDEAMPLE SPACE FOR BACKFILLING AND COMPACTING.A.2.TRENCHES FOR PIPE SHALL BE CUT TO REQUIRED GRADELINES, AND TRENCH BOTTOM SHALL BE COMPACTED TOPROVIDE AN ACCURATE GRADE AND UNIFORM BEARING FORTHE FULL LENGTH OF THE LINE.A.3.WHEN TWO (2) PIPES ARE TO BE PLACED IN THE SAMETRENCH, A 6" SPACE SHALL BE MAINTAINED BETWEEN PIPES.(REFER TO PIPE INSTALLATION DETAIL)B.BACKFILLINGB.1.BACKFILL MATERIAL SHALL BE APPROVED SOIL.UNSUITABLE MATERIAL INCLUDING CLODS AND ROCKSOVER 1" IN SIZE SHALL BE REMOVED FROM THE PREMISESAND DISPOSED OF LEGALLY AT NO COST TO OWNER.B.2.ALL BACKFILLING SHALL BE DONE CAREFULLY AND SHALLBE PROPERLY COMPACTED FOR APPROVAL PURPOSES.B.3.DEPTH OF TRENCHES SHALL BE SUFFICIENT TO PROVIDE AMINIMUM COVER ABOVE THE TOP OF THE PIPE. SEEIRRIGATION LEGEND.C.PVC PIPEC.1.PVC PIPE SHALL BE SNAKED IN A MANNER WHICH WILLPROVIDE FOR EXPANSION AND CONTRACTION ASRECOMMENDED BY THE PIPE MANUFACTURER.C.2.ALL PLASTIC TO METAL JOINTS SHALL BE MADE WITHPLASTIC MALE ADAPTORS, UNLESS OTHERWISE SHOWN INDETAILS.C.3.THE JOINTS SHALL BE ALLOWED TO SET AT LEASTTWENTY-FOUR (24) HOURS BEFORE PRESSURE IS APPLIED TOTHE PVC PIPE SYSTEM.C.4.MAIN LINES SHALL BE TESTED IN PLACE BEFOREBACKFILLING FOR A PERIOD OF NOT LESS THAN FOUR (4)HOURS AND SHALL SHOW NO LEAKAGE OR LOSS OFPRESSURE. DURING THE TEST PERIOD, MINIMUM TESTPRESSURE, AT THE HIGHEST POINT OF THE SECTION BEINGTESTED, SHALL BE 150 POUNDS PER SQUARE INCH. CENTERFILLING OF PIPE LENGTHS IS ALLOWED.C.5.AFTER ALL NEW SPRINKLER PIPING AND RISERS ARE INPLACE AND CONNECTED, ALL NECESSARY WORK HAS BEENCOMPLETED AND PRIOR TO THE INSTALLATION OFSPRINKLER HEADS, CONTROL VALVES SHALL BE OPENEDAND A FULL HEAD OF WATER USED TO FLUSH OUT THESYSTEM FOR A MINIMUM OF FIVE (5) MINUTES. AFTER THESYSTEM IS THOROUGHLY FLUSHED, THE RISERS SHALL BECAPPED OFF AND THE SYSTEM PRESSURE TESTED.C.6.AT THE CONCLUSION OF A SYSTEM PRESSURE TEST, THEHEADS SHALL BE INSTALLED AND TESTED FOR OPERATIONIN ACCORDANCE WITH DESIGN REQUIREMENTS UNDERNORMAL OPERATING PRESSURE. CONTRACTOR SHALLVERIFY HEAD PRESSURES WITH PITOT TUBE AND ADJUSTVALVE TO CORRESPOND WITH DESIGN PRESSURE.C.7.CONTRACTOR SHALL NOT BACKFILL ANY WORK PRIOR TOCOMPLETION AND APPROVAL OF PRESSURE TEST. IFCONTRACTOR BACKFILLS TRENCHING PRIOR TO PRESSURETEST, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALLDIRECT AND INDIRECT COSTS OF EXPOSING WORK FORPROPER TESTING AND OBSERVATION BY LANDSCAPEARCHITECT AT NO ADDITIONAL COST TO THE OWNER.D.SPRINKLERSD.1.ALL NOZZLES ON STATIONARY POP-UP SPRINKLERS SHALLBE TIGHTENED AFTER INSTALLATION. ALL SPRINKLERSHAVING AN ADJUSTMENT STEM SHALL BE ADJUSTED ON ALATERAL LINE FOR PROPER RADIUS, DIAMETER AND/ORGALLONAGE PER APPROVAL OF THE LANDSCAPE ARCHITECT.D.2.SPRINKLER HEADS AND RISERS SHALL BE INSTALLEDACCORDING TO DETAILS FOR FINAL APPROVAL.E.VALVESE.1.REMOTE CONTROL VALVES SHALL BE ADJUSTED IN ORDERTHAT A UNIFORM DISTRIBUTION OF WATER IS APPLIED BYTHE SPRINKLER HEADS TO THE PLANTING AREAS FOR EACHINDIVIDUAL VALVE SYSTEM.E.2.QUICK COUPLING VALVES SHALL BE SET APPROXIMATELY12" FROM WALKS, CURBS, HEADERBOARDS, OR PAVED AREASWHERE DESIGNED. REFER TO INSTALLATION DETAIL.E.3.NO CONTROL VALVES SHALL BE LOCATED IN TURF AREASWITHOUT PRIOR WRITTEN APPROVAL OF THE LANDSCAPEARCHITECT.F.VALVE BOXESF.1.VALVE BOXES SHALL BE SET ONE INCH (1") ABOVE THEDESIGNATED FINISH GRADE IN LAWN AREAS AND THREEINCHES (3") ABOVE FINISH GRADE IN GROUND COVER AREAS.F.2.VALVE BOXES INSTALLED NEAR WALKS, CURBS,HEADERBOARDS, AND PAVING SHALL ABUT THOSE ITEMS.TOP SURFACE OF BOX SHALL BE FLUSH WITH ITEMS LISTEDABOVE.F.3.VALVE BOXES SHALL BE INSTALLED IN SHRUB PLANTERS,NOT IN TURF AREAS WHENEVER POSSIBLE, UNLESSOTHERWISE APPROVED IN WRITING BY THE LANDSCAPEARCHITECT.G.AUTOMATIC CONTROLLER LOCATION AND INSTALLATIONG.1.THE AUTOMATIC CONTROLLER SHALL BE INSTALLED ATTHE LOCATION SHOWN ON THE PLAN, VERIFY EXACTLOCATION OF CONTROLLER WITH LANDSCAPE ARCHITECTPRIOR TO INSTALLATION.G.2.ALL LOCAL AND OTHER APPLICABLE CODES SHALL TAKEPRECEDENCE IN CONNECTING THE 120 VOLT ELECTRICALSERVICE TO THE CONTROLLER. IRRIGATION CONTRACTORSHALL PROVIDE POWER TO CONTROLLER AND SHALLCOMPLETE HOOK-UP TO CONTROLLER.G.3.THERE SHALL BE ADEQUATE COVERAGE OF SOIL (18"MINIMUM) OVER THE 24-VOLT CONTROL WIRE. INSTALLWIRE IN MAIN LINE TRENCH AND TAPE TO SIDES OFMAINLINE AT 15' INTERVALS. SEE DETAIL.H.CONTROL WIREH.1.ALL ELECTRICAL EQUIPMENT AND WIRING SHALL COMPLYWITH LOCAL AND STATE CODES AND BE INSTALLED BYTHOSE SKILLED AND LICENSED IN THE TRADE.H.2.CONNECTING AND SPLICING OF WIRE AT THE VALVES OR INTHE FIELD SHALL BE MADE USING RAIN BIRD PEN-TITECONNECTORS OR EQUAL. WIRE CONNECTORS SHALL BEWATERPROOF AND NON-REUSEABLE. ALL SPLICES SHALL BEMADE USING SEALED WATERPROOF CONNECTORS.CONNECTORS SHALL HAVE A TWO PIECE BODY, COPPERCRIMP SLEEVE, AND WATER PROOF SEALANT.H.3.THREE (3') FEET LONG PIG-TAIL WIRE SPLICES SHALL BEALLOWED ONLY AT 1500 FT. INTERVALS. THE WIRE SPLICESSHALL BE ENCLOSED IN A VALVE BOX WITH COVERIMPRINTED WITH THE LETTERS 'SB'.I.BACKFLOW PREVENTION UNITSI.1.THE BACKFLOW PREVENTION UNITS SHALL BE INSTALLEDAS SHOWN ON PLANS AND DETAILS. BACKFLOWPREVENTION UNITS SHALL BE INSTALLED PER LOCAL CODESINCLUDING CERTIFICATION.9.0 OBSERVATION SEQUENCEOBSERVATIONS BY THE LANDSCAPE ARCHITECT WILL BE REQUIREDAT THE FOLLOWING TIMES:-UPON INSTALLATION OF MAINLINE (PRIOR TO BACKFILLING)FOR PRESSURE TEST-UPON INSTALLATION OF IRRIGATION HEADS (PRIOR TO PLANTING BUT AFTER FINE GRADING) FOR COVERAGE TEST.-AT THE END OF MAINTENANCE PERIOD.PART B IRRIGATION SYSTEM MAINTENANCEWHEN REPAIRS TO THE SYSTEM ARE REQUIRED, IDENTICALMATERIALS SHOULD BE USED TO MAINTAIN SYSTEM INTEGRITY.I. IRRIGATION CONTROLLERTHE IRRIGATION CONTROLLER IS DEFINED AS THE MASTER CONTROLSTHAT REGULATE THE IRRIGATION PROCESS. THE SYSTEM HAS BEENINSTALLED USING THE LATEST STATE-OF-THE-ART EQUIPMENTAVAILABLE. HOWEVER, AS WITH ANY DEVICE, THE EQUIPMENT WILLNOT LAST FOREVER, AND COMPONENTS WILL NEED TO BE REPAIREDOR REPLACED PERIODICALLY.IRRIGATION CONTROLLERS CONTROL THE TIME OF DAY AND THEFREQUENCY WITH WHICH THE IRRIGATION SYSTEM DISPERSESWATER; TURNING IRRIGATION VALVES ON AND OFF ACCORDING TO AWATERING SCHEDULE WHICH IS PROGRAMMED INTO THE CLOCK.EACH CONTROLLER HAS A BATTERY BACK-UP; HOWEVER, THESCHEDULE MAY BE LOST AS A RESULT OF A POWER OUTAGE.CHANGING SHORT-TERM WEATHER CONDITIONS AND SEASONALCHANGES WILL REQUIRE FINE-TUNING THE PROGRAM FOR PROPERWATERING. DURING EXTENDED RAINY PERIODS, THE CONTROLLERSSHOULD BE SHUT-DOWN UNTIL ADDITIONAL WATER IS NEEDED IN THELANDSCAPE AREAS.MULTIPLE IRRIGATION CYCLES SHOULD BE USED AS NEEDED TOALLOW EACH WATERING TO COMPLETELY SOAK-IN. THIS WILLREDUCE RUNOFF AND WASTED WATER.MAINTENANCE REQUIRED:1. REGULAR INSPECTIONS OF OUTDOOR CONTROLLERS TO MINIMIZEMOISTURE DAMAGE AND CORROSION. REGULAR CHECKING FOR DEADBACK-UP BATTERY, LOOSENED CONNECTIONS, DETERIORATEDWEATHERPROOFING OR CONTROLLER MOUNTING HARDWARE.LIGHTING STRIKES COULD ALSO AFFECT THE SYSTEM, AND IT SHOULDBE CHECKED AFTER ELECTRICAL STORMS FOR ANY ADVERSEEFFECTS.2. PERIODIC INSPECTION OF TIME CLOCKS TO DETERMINE THAT THESCHEDULED PROGRAM IS WORKING PROPERLY AND ADJUSTING THEPROGRAM FOR PROPER WATERING.3. RESETTING TIME CLOCKS FOR DAYLIGHT SAVINGS TIME, ANDAFTER POWER FAILURES TO RESTORE SCHEDULED PROGRAMMING.4. MONTHLY RESETTING AND ADJUSTMENT OF EACH IRRIGATIONSTATION'S RUN TIME IN RESPONSE TO CHANGING WEATHERCONDITIONS AND PLANT NEEDS. CONTROLLERS SHOULD BEADJUSTED BASED ON THE ACTUAL NEEDS OF THE PLANTS WITHALLOWANCES FOR ADJUSTMENTS DUE TO ON SITE CONDITIONS.5. RAIN SHUT OFF DEVICES (IF SO EQUIPPED) SHOULD BE CLEANEDAND KEPT FREE OF DELETERIOUS MATERIALS SUCH AS LEAVES, ON AMONTHLY BASIS. ENSURE PLANT MATERIAL HAS NOT GROWN OVEROR COVERED DEVICE.6. EVENTUALLY, REPLACEMENT OF ELECTRIC TIME CLOCKS, WHENNEEDED.FREQUENCY:1. FAILURE TO INSPECT TIME CLOCKS AS NECESSARY MAY RESULT ININADEQUATE OR OVER-WATERING WHICH, FOR EVEN A SHORT PERIODOF TIME, COULD BE DISASTROUS TO SURROUNDING LANDSCAPING.OVER-WATERING CAN ALSO CAUSE WATER ACCUMULATION LEADINGTO PLANT DEATH, PAVEMENT FAILURES AND WATERPROOFINGPROBLEMS. IT IS VERY IMPORTANT THAT REGULAR INSPECTIONS BEPERFORMED TO IDENTIFY ANY OVERLY-WET AREAS AND THATCORRECTIVE MEASURES BE IMPLEMENTED IMMEDIATELY. TIMECLOCKS THAT ARE NOT PROPERLY SET MAY ALSO CAUSE WATERINGDURING INAPPROPRIATE HOURS.II. BACKFLOW PREVENTERSBACKFLOW PREVENTERS ARE DEFINED AS A DEVICE WHOSEFUNCTION IS TO PERMANENTLY SEPARATE THE POTABLE WATERSUPPLY FROM THE IRRIGATION SYSTEM. THE BACKFLOW UNITS FORTHE PROJECT ARE THE "ATOMOSPHERIC" TYPE, AND ARE LOCATED ONEACH HYDROZONE SYSTEM.MAINTENANCE REQUIRED:PERIODIC INSPECTION FOR LEAKS.. PERIODIC DISCHARGE OF WATERFROM THE RELIEF VALVE IS NOT A PROBLEM, BUT ACTUALLY THEVALVE PERFORMING ITS INTENDED FUNCTION.FREQUENCY:BACKFLOW PREVENTERS ARE VERY CONSPICUOUS, AND CAN BESPOT-CHECKED WEEKLY FOR VISIBLE LEAKS OR VANDALISM.EFFECTS OF DEFERRED MAINTENANCE:FAILURE TO INSPECT AND REPAIR BACKFLOW UNITS MAY AFFECTNEARBY TURF, TREES, AND OTHER PLANT LIFE. INEFFECTIVEBACKFLOW PREVENTION CAN ALSO CAUSE CONTAMINATION OF THEDOMESTIC WATER SUPPLY.III. SPRINKLER HEADS / EMITTERSWHILE THE SPRINKLER SYSTEM PATTERNS HAVE BEEN CHOSEN TOKEEP OVERSPRAY OFF WALLS, SIDEWALKS, AND BUILDINGS, WINDYCONDITIONS, PLANT GROWTH, AND OTHER FACTORS WILL SOMETIMESRESULT IN ISOLATED OVERSPRAY PROBLEMS.NOTE: WATER SHOULD BE APPLIED ONLY IN AMOUNTS TO MEETPLANT NEEDS, WITHOUT EXCESS. BECAUSE WEATHER AND GROWTHVARY BY MONTH, WATER APPLICATION NEEDS TO BE RESET ON AMONTHLY AND SEASONAL BASIS TO REPLACE WATER LOST THROUGHEVAPOTRANSPIRATION WITH ALLOWANCE FOR SPECIFIC SITECONDITIONS.THE IRRIGATION SCHEDULE ON THE INSTALLATION PLANS SHOULD BEUSED AS AN INITIAL STARTING POINT FOR THE CONTRACTOR. EACHIRRIGATION SYSTEM'S RUN TIME AND CYCLE SHOULD BE EVALUATEDAND ADJUSTED IN THE FIELD.MAINTENANCE REQUIRED:FREQUENT INSPECTION FOR BROKEN OR IMPROPERLY ADJUSTEDSPRINKLER HEADS, CLOGGED NOZZLES OR EMITTERS, WORN NOZZLESAND GEAR DRIVES, GRIT IN SEALS OR MOVING PARTS, MOWER OROTHER PHYSICAL DAMAGE, AND BROKEN SPRINKLER LINES. THERISER HEIGHT OF SPRINKLERS SHOULD BE ADJUSTED AS REQUIRED,BUT NOT TO INTERFERE WITH PEDESTRIAN TRAFFIC. POP-UP TYPESPRINKLERS SHOULD BE ADJUSTED TO MAINTAIN THE SPRINKLERHEAD FLUSH WITH THE SURROUNDING GRADE. POP-UP TYPESPRINKLERS SHOULD ALWAYS BE USED ADJACENT TO TRAFFICAREAS.PERIODICALLY, EMITTERS MAY NEED TO BE ADDED TOACCOMMODATE FUTURE PLANT GROWTH. APPROPRIATE CORRECTIVEMEASURES SHOULD BE MADE IMMEDIATELY TO CORRECT ANY OFTHESE PROBLEMS AND ENSURE APPROPRIATE COVERAGE IN ALLAREAS, PREVENT OVER WATERING, AND MINIMIZE ANY OVERSPRAY.AFTER ANY IRRIGATION REPAIR, PIPING SHOULD BE FLUSHED ANDRETESTED FOR PROPER FUNCTION AND ADEQUATE COVERAGE.REGULAR INSPECTIONS SHOULD BE PERFORMED TO MONITOR THEAMOUNT OF WATER BEING APPLIED, AND CORRECTIVE MEASURESTAKEN, IF NECESSARY.FREQUENCY:INSPECTION AND APPROPRIATE ADJUSTMENTS OF SPRINKLERS TOASSURE ADEQUATE COVERAGE AND PREVENT OVER SPRAY SHOULDBE DONE A MINIMUM OF ONCE A WEEK, MORE FREQUENTLY DURINGTHE DRYER, WARMER SEASONS.EFFECTS OF DEFERRED MAINTENANCE:FAILURE TO INSPECT, REPLACE, AND ADJUST SPRINKLER SYSTEMCOMPONENTS MAY RESULT IN INADEQUATE OR SURPLUS WATERSUPPLY TO AFFECTED AREAS, AFFECTING NEARBY TURF, TREES, ANDOTHER PLANT LIFE. OVER WATERING MAY EVENTUALLY LEAD TOSOIL EROSION, AND COULD EFFECT NEARBY STRUCTURES AND/ORHARDSCAPE SURFACES.IV. VALVESMAINTENANCE REQUIRED:REGULAR INSPECTION OF VALVES TO VERIFY THAT THEY AREOPERATING CORRECTLY. CHECKING FOR DIAPHRAGM OR SEAT WEAR,STICKING SOLENOIDS OR DIAPHRAGM, CORROSION OF WIRECONNECTIONS, CLOGGED SCREENS AND ORIFICES, AND DEBRIS ORSTONES LODGED UNDER THE DIAPHRAGM. REPAIR AND/ORREPLACEMENT AS NECESSARY.REMOTE CONTROL VALVES MAY HAVE ASSOCIATED UNIONS ANDISOLATION VALVES. THESE SHOULD ALSO BE CHECKEDPERIODICALLY FOR LEAKAGE OR DAMAGE.FREQUENCY:VALVES SHOULD BE MANUALLY OPERATED AND VISUALLYINSPECTED AT LEAST ONCE PER MONTH. A MORE THOROUGHINSPECTION OF ALL VALVES SHOULD BE PERFORMED AT LEAST ONCEA YEAR WITH REPAIRS OR REPLACEMENT DONE AS SOON AS ANYMALFUNCTION IS DETECTED. THIS SAME FREQUENCY OF INSPECTIONSHOULD BE APPLIED TO THE BALL OR GATE VALVES LOCATEDTHROUGHOUT THE SYSTEM.EFFECTS OF DEFERRED MAINTENANCE:AS THE REMOTE CONTROL VALVES CONTROL THE DISBURSEMENT OFWATER, REPAIRS THAT ARE NOT ATTENDED TO IMMEDIATELY COULDRESULT IN LONG TERM DAMAGE TO LANDSCAPING IN THE AFFECTEDAREAS.V. IRRIGATION PIPE.MAINTENANCE REQUIRED:THE IRRIGATION SUPPLY AND LATERAL PIPES ARE PLASTIC (PVC). IFNOT DISTURBED BY; TRENCHING OR DIGGING, MINIMAL ONGOINGMAINTENANCE SHOULD BE REQUIRED. ON OCCASION, SOME REPAIRSMAY NEED TO BE DONE TO MAINTAIN THE INTEGRITY OF THE SYSTEMAND AN OCCASIONAL INSPECTION OF PORTIONS OF THE SYSTEM ISRECOMMENDED. REPAIRS SHOULD BE MADE WITH IDENTICALMATERIALS.FREQUENCY:IF REPAIRS ARE REQUIRED, THEY SHOULD BE DONE IMMEDIATELY.EFFECTS OF DEFERRED MAINTENANCE:AS WITH OTHER COMPONENTS OF THE IRRIGATION SYSTEM, REPAIRSTHAT ARE NOT ATTENDED TO IMMEDIATELY COULD RESULT IN LONGTERM DAMAGE TO LAWN AND PLANT LIFE IN THE AFFECTED AREAS.- END OF SECTION -DRIPPERLINE SPECIFICATION1.01SCOPEA.THIS SECTION SPECIFICATION INFORMATION IS FOR RAIN BIRDLOW VOLUME DRIPLINE IRRIGATION PRODUCTS INCLUDINGXFD, XFCV, XFS DRIPLINE, COMPATIBLE FITTINGS, AND LOWVOLUME EMISSION DEVICES.PART 2 - MATERIALS2.01QUALITYA.PROVIDE AND INSTALL SPECIFIED EQUIPMENT ANDMATERIALS, DELIVERED NEW TO THE SITE IN UNOPENEDCONTAINERS AND CONFIRMED TO BE WITHOUT FLAWS ORDEFECTS.2.02DRIP IRRIGATION COMPONENTSA.RAIN BIRD XF SERIES DRIPLINE COMPONENTS1.GENERAL INFORMATIONa.PROVIDE FLEXIBLE DUAL-LAYEREDPRESSURE-COMPENSATING INLINE XF SERIES DRIPLINEMANUFACTURED BY RAIN BIRD, WITH EMITTER SPACINGAND DRIPLINE ROW SPACING AS INDICATED ONCONSTRUCTION DRAWINGS.b.PROVIDE INSERT OR COMPRESSION FITTINGSMANUFACTURED BY RAIN BIRD THAT ARE COMPATIBLEWITH INLINE EMITTER TUBING AS INDICATED ONCONSTRUCTION DRAWINGS.2.RAIN BIRD XFD ON-SURFACE DRIPLINE WITHPRESSURE-COMPENSATING INLINE EMITTERS.a.AVAILABLE RAIN BIRD XFD ON-SURFACE DRIPLINEMODEL NUMBERS FOR POTABLE WATER SYSTEMS; ADUAL-LAYERED, BROWN COLORED DRIPLINE TUBINGWITH EMITTER FLOW RATES AND SPACING AS SHOWN:1)RAIN BIRD XFD-06-12; 0.6 GPH (2,3 LPH) EMITTERSSPACED 12” (30,5 CM) ON-CENTER3.RAIN BIRD XFCV DRIPLINE WITH HEAVY-DUTY CHECKVALVE AND PRESSURE-COMPENSATING INLINE EMITTERS.b.AVAILABLE RAIN BIRD XFCV DRIPLINE WITH HEAVYDUTY-CHECK VALVE MODEL NUMBERS FOR POTABLEWATER SYSTEMS; BROWN COLORED DRIPLINE TUBINGWITH EMITTER FLOW RATES AND SPACING AS SHOWN:1)RAIN BIRD XFCV-06-12; 0.6 GPH (2,3 LPH) EMITTERSSPACED 12” (30,5 CM) ON-CENTER4.RAIN BIRD XFS SUB-SURFACE COPPER-COLORED DRIPLINEWITH COPPER SHIELD™ TECHNOLOGY ANDPRESSURE-COMPENSATING INLINE EMITTERS.a.AVAILABLE RAIN BIRD XFS SUB-SURFACECOPPER-COLORED DRIPLINE MODEL NUMBERS FORPOTABLE WATER SYSTEMS; DUAL LAYERED, COPPERCOLORED DRIPLINE TUBING WITH EMITTER FLOW RATESAND SPACING AS SHOWN:1)RAIN BIRD XFS-06-12; 0.6 GPH (2,3 LPH) EMITTERSSPACED 12” (30,5 CM) ON-CENTER2)RAIN BIRD XFS-06-18; 0.6 GPH (2,3 LPH) EMITTERSSPACED 18” (45,7 CM) ON-CENTER3)RAIN BIRD XFS-09-12; 0.9 GPH (3,4 LPH) EMITTERSSPACED 12” (30,5 CM) ON-CENTER4)RAIN BIRD XFS-09-18; 0.9 GPH (3,4 LPH) EMITTERSSPACED 18” (45,7 CM) ON-CENTER6.RAIN BIRD AIR RELIEF VALVES.a.AVAILABLE MODEL NUMBERS, DESIGNED FORCOMPATIBILITY WITH RAIN BIRD XF SERIES DRIPLINETUBING:1)ARV050 AIR RELIEF VALVE; INCLUDES 1/2” (13 MM)AIR RELIEF VALVE. LOT 6PLAN 3.2990MEDITERRANEANLOT 7FALLOW7'-0" MAXIMUM 5555555555555VVVVRRRRRROO(2)36"(1) 48"(1) 48"(2) 24" MULTI(3) 24" MULTIBARK MULCH ONLYALL FALLOW AREA(1) 36" STD54444666PLANTING LEGENDBOTANICAL NAMECOMMON NAMESIZEQTY.WUCOLSTREESINDIO MANDARINQUATKUMQUAT36" BOX MATCHED10M - 0.4PARKINSONIA FLORIDABLUE PALO VERDE36"/48" BOX STANDARD6 / 4L - 0.3PINUS ELDARICAELDARICA PINE24"/36" BOX STANDARD9 / 6M - 0.4RHUS LANCEAAFRICAN SUMAC24"/36" BOX MULTI-TRUNKS/ STANDARD5 / 1L - 0.3OLEA ERUOPAEA FRUITLESSFRUITLESS OLIVE10'x10' FIELD GROWN2L - 0.3SHRUBSLEUCOPHYLLUM Z. 'CIMARRON'BLUE RANGER5 / 15 GALLON @ 48" O.C.22 / 56L - 0.3LEUCOPHYLLUM F. 'GREEN CLOUD'TEXAS SAGE5 GALLON @ 48" O.C.41L -0.3BUXUS J. 'GREEN BEAUTY'GREEN BEAUTY BOXWOOD5 GALLON @ 24" O.C.167L - 0.3HESPERALOE PARVIFLORARED YUCCA5 GALLON @ 30" O.C.25L - 0.3CALLIANDRA ERIOPHYLLAPINK FAIRYDUSTER15 GALLON @ 48" O.C.6L- 0.3CAESALPINIA PULCHERRIMARED BIRD OF PARADISE5 GALLON @ 48" O.C.53L - 0.3AGAVAE GEMINIFLORATWIN FLOWERED AGAVE5 GALLON @ 36" O.C.18L - 0.3BOUTELOUGA G. 'BLONDEAMBITION'BLUE GRAMA GRASS1 GALLON @ 18" O.C.67L - 0.3SANTOLIAN VIRENSGREEN SANTOLIA1 GALLON @ 24" O.C66L - 0.3ROSMARINUS O. PROSTRATUSCREEPING ROSEMARY1 GALLON @ 36" O.C.12L-0.3PEROVSKIA A. 'BLUE JEAN BABY'BLUE JEAN RUSSIAN SAGE5 GALLON @ 30" O.C.41L -0.3BACCHARIS 'STARN THOMPSON'HYBRID BROOM5 GALLON @ 36" O.C.159L - 0.3CARISSA M. 'BOXWOOD BEAUTY'NATAL PLUM5 GALLON @ 24" O.C.183M - 0.4NERIUM OLEANDER 'DWARF WHITE'DWARF WHITE OLEANDER5 GALLON @ 30" O.C.48M - 0.4VINES & GROUNDCOVERTECOMARIA CAPENSISCAPE HONEYSUCKLE15 GALLON STAKED14M - 0.4BOUGAINVILLEA 'SAN DIEGO RED'BOUGAINVILLEA15 GALLON STAKED19M - 0.4SODDED TURFMARATHON IIIE OR EQUALSOD1,149 SFH3" THICK LAYER OF DECOMPOSEDGRANITE OVER LANDSCAPE FABRIC1/4" DESERT SUNSET (MATCHEXISTING)4,812 SFNOTE:ALTERNATIVE PLANT MATERIAL TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PURCHASE OR INSTALLATIONPALL POTS SHALL BE FACTORY SEALED & BE WATERED W/ A BLADDER SYSTEM & SAUCERVRO5155+PLANTING LEGENDPOT LEGENDPOTI.D.MFGMODELWHPLANT POT WITH:(QTY) SIZEUNDER PLANT / COMMENTS1WDN-05029"24"STRELITZIA NICOLAI(1)24" BOXW/ 6" POTS SENECIO SERPENS -SOLID2WPT-13025"14"AGAVE 'BLUE GLOW'(3) 5 GAL.W/ 6" POTS FESTUCA O. 'GLAUCA'- SOLID3WDN-64930"20"CHAMAEROPS HUMILIS(3 TRUNKS MULTI)(1) 24" BOXW/ 6" POST ALOE 'BLUE ELF' -SOLID4WPT-03427"23"DRACAENA MARGINATA(MULTI-TRUNKS)(1) 5' H.W/ 6" POTS MONDO GRASS - SOLID5WPT-03318"16"AGAVE 'BLUE FLAME'(1) 15 GAL.W/ 6" POTS COTYLEDONTOMENTOSA - SOLID6WDN-02124"30"ALOE ARBORESCENS(1) 15 GAL.N/ANOTES:W= POTS ARE WEST COAST POTTERY 714-972-1585ALL POTS SHALL BE FACTORY SEALED & BE WATERED W/ A BLADDER SYSTEM & SAUCERSTATE OF CALI F O R NIA JO H N T. NORTONDATEEXP. 5/31/22SIGNATUREL I CENSED L ANDSCAPE ARCHITECT3332REVISIONDATEl a n d s c a p e a r c h i t e c t u r el a n d p l a n n i n gT E L 9 4 9 2 7 6 6 5 0 0 F A X 9 4 9 2 7 6 6 5 0 6w w w . s j a i n c . c o mThese designs and drawings are CONFIDENTIAL and the exclusive property of SJA Inc. and are not to be used, duplicated, or distributed without the express permission of SJA Inc. copyright 2001 © SJA Inc. all rights reserved 7859 SITIO COCOCARLSBAD, CA 9200915CARMELA Tr. 31874-1&2 MODEL HOMES LA QUNITA, CA 2280 Wardlow Circle Suite 100, Corona, CA 92880 DR HortonBZJNJNMODELXXXX12/10/2030'SCALE: 1" = 10'10'010'Know what'sbelow.before you dig.Call- SEE MATCHLINE - SEE SHEET 13 A ATHE DEVELOPER SHALL MAINTAIN ALL IMPROVEMENTS UNTILMAINTENANCE RESPONSIBILITY IS TURNED OVER TO THE HOMEOWNER.ALL IMPROVEMENTS SHALL BE MAINTAINED BY PRIVATE HOMEOWNERREFER TO SHEET 13 FOR NOTESPLANTING PLAN121"=10'ALEGREVIA LA SERANA LOT 5PLAN 2X.2911TUSCANLOT 4TEMP.PARKING LOT7'-0" MAXIMUMNO PARKING15151515151515151515151515151515151515151515555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555(1) 48"VVVVVVVVPPPPPPPPPPPPPPPV(1) 48"(1) 48"(4) 36"(4) 24"(2) 24"(3) 36"(3) 36"(3) 24"(3) 36"BARK MULCH ONLYALL FALLOW AREA11223223PLANTING LEGENDBOTANICAL NAMECOMMON NAMESIZEQTY.WUCOLSTREESINDIO MANDARINQUATKUMQUAT36" BOX MATCHED10M - 0.4PARKINSONIA FLORIDABLUE PALO VERDE36"/48" BOX STANDARD6 / 4L - 0.3PINUS ELDARICAELDARICA PINE24"/36" BOX STANDARD9 / 6M - 0.4RHUS LANCEAAFRICAN SUMAC24"/36" BOX MULTI-TRUNKS/ STANDARD5 / 1L - 0.3OLEA ERUOPAEA FRUITLESSFRUITLESS OLIVE10'x10' FIELD GROWN2L - 0.3SHRUBSLEUCOPHYLLUM Z. 'CIMARRON'BLUE RANGER5 / 15 GALLON @ 48" O.C.22 / 56L - 0.3LEUCOPHYLLUM F. 'GREEN CLOUD'TEXAS SAGE5 GALLON @ 48" O.C.41L -0.3BUXUS J. 'GREEN BEAUTY'GREEN BEAUTY BOXWOOD5 GALLON @ 24" O.C.167L - 0.3HESPERALOE PARVIFLORARED YUCCA5 GALLON @ 30" O.C.25L - 0.3CALLIANDRA ERIOPHYLLAPINK FAIRYDUSTER15 GALLON @ 48" O.C.6L- 0.3CAESALPINIA PULCHERRIMARED BIRD OF PARADISE5 GALLON @ 48" O.C.53L - 0.3AGAVAE GEMINIFLORATWIN FLOWERED AGAVE5 GALLON @ 36" O.C.18L - 0.3BOUTELOUGA G. 'BLONDEAMBITION'BLUE GRAMA GRASS1 GALLON @ 18" O.C.67L - 0.3SANTOLIAN VIRENSGREEN SANTOLIA1 GALLON @ 24" O.C66L - 0.3ROSMARINUS O. PROSTRATUSCREEPING ROSEMARY1 GALLON @ 36" O.C.12L-0.3PEROVSKIA A. 'BLUE JEAN BABY'BLUE JEAN RUSSIAN SAGE5 GALLON @ 30" O.C.41L -0.3BACCHARIS 'STARN THOMPSON'HYBRID BROOM5 GALLON @ 36" O.C.159L - 0.3CARISSA M. 'BOXWOOD BEAUTY'NATAL PLUM5 GALLON @ 24" O.C.183M - 0.4NERIUM OLEANDER 'DWARF WHITE'DWARF WHITE OLEANDER5 GALLON @ 30" O.C.48M - 0.4VINES & GROUNDCOVERTECOMARIA CAPENSISCAPE HONEYSUCKLE15 GALLON STAKED14M - 0.4BOUGAINVILLEA 'SAN DIEGO RED'BOUGAINVILLEA15 GALLON STAKED19M - 0.4SODDED TURFMARATHON IIIE OR EQUALSOD1,149 SFH3" THICK LAYER OF DECOMPOSEDGRANITE OVER LANDSCAPE FABRIC1/4" DESERT SUNSET (MATCHEXISTING)4,812 SFNOTE:ALTERNATIVE PLANT MATERIAL TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PURCHASE OR INSTALLATIONPVRO5155+POT LEGENDPOTI.D.MFGMODELWHPLANT POT WITH:(QTY) SIZEUNDER PLANT / COMMENTS1WDN-05029"24"STRELITZIA NICOLAI(1)24" BOXW/ 6" POTS SENECIO SERPENS -SOLID2WPT-13025"14"AGAVE 'BLUE GLOW'(3) 5 GAL.W/ 6" POTS FESTUCA O. 'GLAUCA'- SOLID3WDN-64930"20"CHAMAEROPS HUMILIS(3 TRUNKS MULTI)(1) 24" BOXW/ 6" POST ALOE 'BLUE ELF' -SOLID4WPT-03427"23"DRACAENA MARGINATA(MULTI-TRUNKS)(1) 5' H.W/ 6" POTS MONDO GRASS - SOLID5WPT-03318"16"AGAVE 'BLUE FLAME'(1) 15 GAL.W/ 6" POTS COTYLEDONTOMENTOSA - SOLID6WDN-02124"30"ALOE ARBORESCENS(1) 15 GAL.N/ANOTES:W= POTS ARE WEST COAST POTTERY 714-972-1585ALL POTS SHALL BE FACTORY SEALED & BE WATERED W/ A BLADDER SYSTEM & SAUCERSTATE OF CALI F O R NIA JO H N T. NORTONDATEEXP. 5/31/22SIGNATUREL I CENSED L ANDSCAPE ARCHITECT3332REVISIONDATEl a n d s c a p e a r c h i t e c t u r el a n d p l a n n i n gT E L 9 4 9 2 7 6 6 5 0 0 F A X 9 4 9 2 7 6 6 5 0 6w w w . s j a i n c . c o mThese designs and drawings are CONFIDENTIAL and the exclusive property of SJA Inc. and are not to be used, duplicated, or distributed without the express permission of SJA Inc. copyright 2001 © SJA Inc. all rights reserved 7859 SITIO COCOCARLSBAD, CA 9200915CARMELA Tr. 31874-1&2 MODEL HOMES LA QUNITA, CA 2280 Wardlow Circle Suite 100, Corona, CA 92880 DR HortonBZJNJNMODELXXXX12/10/2030'SCALE: 1" = 10'10'010'Know what'sbelow.before you dig.Call- SEE MATCHLINE -SEE SHEET 12A A PLANTING PLAN131"=10'ALEGREPLANTING NOTES 1.CONTRACTOR SHALL NOTIFY THE CITY LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENTINSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL NOT PROCEED WITH WORK PRIOR TOCLARIFICATION BY LANDSCAPE ARCHITECT AND CITY LANDSCAPE INSPECTOR.2.CONTRACTOR SHALL BE LIABLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT, AND REPLANTINGAREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATIONS.3.REFER TO PLANTING SPECIFICATIONS FOR INSPECTION/CERTIFICATION SCHEDULE.4.IRRIGATION SYSTEM SHALL BE INSTALLED PRIOR TO PLANT MATERIALS.5.TREES AND SHRUBS SHALL BE PLANTED AFTER CONCRETE PLACEMENT, BUT NOT BEFORE IRRIGATIONCOVERAGE TEST NO. 1 HAS BEEN APPROVED, (SEE SPECIFICATIONS).6.PLACE TREES BETWEEN IRRIGATION HEADS WHEREVER POSSIBLE.7.THE RECOMMENDATIONS OF THE SOIL REPORT SHALL SUPERSEDE THE SOIL PREPARATION AND BACKFILL MIXSPECIFICATIONS (SEE SPECIFICATIONS). THE CONTRACTOR SHALL SUBMIT A COPY OF ALL SOILS REPORTS TOTHE LANDSCAPE ARCHITECT PRIOR TO MODIFICATION OF THESE SPECIFICATIONS. ORGANIC FERTILIZER ANDSOIL CONDITIONER (DERIVED FROM COMPOSTED MATERIALS, NO SEWAGE SLUDGE ALLOWED) REQUIRED FORPRE-PLANT/INSTALLATION/LONG-TERM MAINTENANCE. MUST INCORPORATE TRI-C FERTILIZER W/ HUMATE &MYCORRHIZAE, INCLUDING PLANT TABS. MUST USE ORGANIC COMPOST. CONTACT SUNLAND ANALYTIC LABSFOR TESTING WITH TRI-C.8.SHREDDED MULCH INSTALLATION: INSTALL A 4" LAYER OF SHREDDED MULCH IN ALL SHRUB ANDGROUNDCOVER AREAS UNLESS OTHERWISE INDICATED ON PLANS.9.CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREASBEYOND THE LIMIT OF WORK, THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATES OF ORIGINAL WORK OR PLANTS, UNLESSOTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT.10.CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE OWNER'SREPRESENTATIVE.11.WEED ABATEMENT: AFTER EARTHWORK, INSTALLATION OF IRRIGATION SYSTEM, AND SOIL PREPARATION, BUTPRIOR TO PLANTING, PERFORM WEED ABATEMENT PROGRAM TO ALL PLANTING AREAS AS FOLLOWS:11.A.APPLY TRI-C 50 LBS. PER 1,000 SQ. FT. TO ALL AREAS TO BE PLANTED.11.B.KEEP AREA MOIST BY REGULAR IRRIGATION FOR A PERIOD OF TWO (2) WEEKS TO GERMINATE EXISTINGWEED SEEDS.11.C.AT THE END OF TWO WEEKS, APPLY 'ROUND UP' OR EQUAL SYSTEMIC BICIDE. DO NOT IRRIGATE WITHIN SIX(6) HOURS AFTER APPLICATION. REFER TO MFG. SPECIFICATIONS FOR PERIOD OF TIME REQUIRED FROM TIMEOF APPLICATION TO TIME OF PLANTING. AFTER COMPLETE WEED KILL, REMOVE ALL WEED RESIDUE ANDTOP GROWTH AND DISPOSE OF IN A LEGAL MANNER.11.D.ALL HERBICIDES SHALL BE APPLIED ONLY BY A CALIFORNIA LICENSED APPLICATOR. NO HERBICIDES SHALLBE APPLIED WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE LANDSCAPE ARCHITECT AND/ORCITY INSPECTOR.12.CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL PLANT MATERIAL INDICATED ON PLANS.QUANTITIES INDICATED ON PLAN ARE FOR ESTIMATION PURPOSES ONLY.13.CARE SHALL BE TAKEN TO AVOID BLOCKING VIEW LINES OF EXISTING RESIDENTIAL LOTS WITH NEW TREEPLANTING.14.TREES WITHIN 5' OF PAVING SHALL HAVE ROOT BARRIERS INSTALLED PER MANUF. SPECIFICATIONS. TREESWITHIN 10' OF SIDEWALK SHALL RECEIVE ROOT BARRIERS. ROOT BARRIER SHALL BE TYPAR "BIO-BARRIER" 24"DEEP, NON-PANELED 20'/TREE.TREES NEXT TO PUBLIC SIDEWALKS HAVE 6'-8' CLEARANCE MIN., NO TREES INRIGHT OF WAY.15.STAKING - LODGE-POLES & CINCH TIES OR EQUAL (2 VERTICAL LOCATIONS - 4 TIES MIN.), NO HOSE & WIRE OR"TWIST-A-BRACE'. 5GAL., 15GAL., & 24" BOX SHALL BE DOUBLE STAKED. 36" BOX + SIZED TREES SHALL BE TRIPLESTAKED.16.SCREENING OF MECHANICAL EQUIPMENT AND ALL UTILITIES SHALL TAKE PLACE. ALLOW ADDITIONAL PLANTSAS NEEDED TO PROVIDE REQUIRED SCREENING.PLANTING SUBMITTALSA.ALL PLANT MATERIAL SHALL BE APPROVED BY THELANDSCAPE ARCHITECT PRIOR TO INSTALLATION.B.SUBMIT PHOTOS 48 HOURS MIN. PRIOR TO DELIVERY.C.SUBMITTALS SHALL INCLUDE HEIGHT AND WIDTH OFPLANT MATERIAL BASED ON FINISH GRADE PLANTING,AND NAME OF SUPPLIER. TREES PHOTOS SHALL ALSOINCLUDE A PERSON FOR SCALE OR MEASURING ROD.NOTE:CONTRACTOR SHALL COORDINATE SWALESLOCATIONS TO AVOID TREE LOCATIONS WHEREPOSSIBLE. DO NOT PLANT SHRUBS OR TREEDIRECTLY IN SWALES.HYDROZONE NOTESA.ALL SHRUB HYDROZONES ARE EITHER MEDIUM ORLOW WATER USE AND ARE VALVED TOGETHERB.TURF AREAS ARE HIGH WATER USE AND AREVALVED SEPARATELY FROM SHRUB AREAS.C.ALL PLANTING AREAS ARE IRRIGATED WITH DRIPIRRIGATION INCLUDING TURF AREASD.REFER TO IRRIGATION CALL-OUTS FORINDIVIDUAL HYDROZONE AREA SQUARE FOOTAGE.PLANT AROUNDFOUNTAIN W/6" POTSFESTUCA OVINAGLAUCA - SOLID STATE OF CALI F O R NIA JO H N T. NORTONDATEEXP. 5/31/22SIGNATUREL I CENSED L ANDSCAPE ARCHITECT3332REVISIONDATEl a n d s c a p e a r c h i t e c t u r el a n d p l a n n i n gT E L 9 4 9 2 7 6 6 5 0 0 F A X 9 4 9 2 7 6 6 5 0 6w w w . s j a i n c . c o mThese designs and drawings are CONFIDENTIAL and the exclusive property of SJA Inc. and are not to be used, duplicated, or distributed without the express permission of SJA Inc. copyright 2001 © SJA Inc. all rights reserved 7859 SITIO COCOCARLSBAD, CA 9200915CARMELA Tr. 31874-1&2 MODEL HOMES LA QUNITA, CA 2280 Wardlow Circle Suite 100, Corona, CA 92880 DR HortonBZJNJNMODELXXXX12/10/20PLANTING DETAILS14N/AABTREE STAKING DETAILDROOT BARRIERCVINE DETAILEGROUND COVER DETAILELEVATIONPLAN VIEW3'6'6'3'WALLFINISH GRADEEYEBOLTS: 5/16" DIA. EYEBOLTS (INSTALL W/ LEAD SHIELDS @MASONRY WALLS)12 GA. GALV. WIRE: SECURE VINE TO WIRE WITH NURSERYMAN'S TAPEEYEBOLTS FOR FUTURE USEANGLE BACK TO WALL, TRUNK OF VINE, AND REMOVE STAKE WHILESECURING VINE TO WIRESNOTE:A.EPOXY TIES MAY BE USED TO ATTACH SELF CLINGING VINESTO VERTICAL SURFACES. USE GALV. SCREWS FOR WOODPOSTS.1234LEGEND56152346161/2 XBACK OF CURB OR EDGE OF PAVINGPLANT LOCATIONEQUALX E Q U A LLEGENDNOTES:A.ALL SHRUBS/GROUND COVER TO BEPLANTED AT EQUAL SPACING(TRIANGULAR) UNLESS OTHERWISEINDICATED ON PLANS: SEE LEGEND FORSPACING REQUIREMENTS2112MULCHSHOVEL CUT EDGEFINISH GRADEHARDSCAPING/HEADERBOARDCOMPACTED NATIVE SOILLEGENDNOTES:A.PRIOR TO PURCHASE/PLACEMENTOF THE MULCH, THECONTRACTOR SHALL SUBMIT ASAMPLE TO THE INSPECTOR FORAPPROVAL.B.MULCH UNDER TREES ANDSHRUBS AS DIRECTED ON THEPLANS AND BLEND INTO EDGES ATGROUND COVER AREAS.C.MOISTEN MULCH AFTERINSTALLATION TO ASSIST INCOMPACTION.D.PLACE NO MULCH WITHIN A 6"RADIUS OF THE CROWN OF AWOODY PLANT.1234545123123LEGENDNOTE:A.PANEL IS ONLY REQUIREDWHERE TREES ARE WITHIN 6'-0"OF ANY CONC. WALK, WALL,CURB OR DRIVEWAY.WALL, WALK, CURB OR DRIVEWAYEDGEROOT BARRIER PANELTREE TRUNK23110'10'ROOT BARRIER SHALL BE RP SERIES24" CONTINOUS ROOT BARRIER.AVAIL. THROUGH NDS (800) 726-1994INSTALL PER MFG SPECIFICATIONS1LEGENDMULCH3" BERM TO FORM DEPRESSED WATERING BASINPLANT TABS/PAKS PER MFG. RECOMMENDATIONSBACKFILL MIX PER SPECIFICATIONSCONTAINER PLANT ROOT BALLPLANT PIT TO BE 1 1/2 TIMES THE WIDTH OF THE ROOTBALL & 6" BELOW THE BOTTOM OF THE ROOT BALLNATIVE SOILNOTES:A.CROWN OF SHRUB SHALL BE INSTALLED TOMAINTAIN ONE TO TWO INCHES ABOVE ORIGINALFINISH GRADE.2345677536241WIND1234LEGEND12456710839NOTES:A.INSTALL ROOT BARRIERS ON TREES PLANTEDWITHIN 5' OF ANY STRUCTURE OR HARDSCAPE.B.ROOT CROWN TO BE SET 2" - 3" ABOVE ORIGINALFINISH GRADECINCH TIE -- INSTALL PER INSTRUCTIONS USING THREESTRAPS PER STAKE. SECURE TO STAKE PER MFG.RECOMMENDATIONS. PLACE BELOW BRANCH YOKE OFTREE.10'-12' LODGE POLE PINE STAKESBREATHER TUBE- SEE DETAIL X, THIS SHEETBACKFILL MIX PER SPECIFICATIONS4" BERM FOR TEMPORARY WATERINGMULCH IN PLANTER BEDSPLANT PIT: 2 TIMES WIDTH OF ROOT BALLNATIVE SOILTRUNK GUARD IN TURF AREASPLANT TABS PER MANUFACTURERS RECOMENDATIONS5678910FMULCH DETAILLEGEND138512" MIN.2:1 MAX.CUT SLOPE67241.JUTE MESH- THOSE AREAS GREATER THAN EXISTING SLOPE.2.ORIGINAL GRADE3.FERTILIZER TABS/PAKS APPLICATION RATE PER SOILS REPORTRECOMMENDATIONS.4.ROOT CROWN TO BE SET 2" - 3" ABOVE ORIGINAL LINE OF SLOPE.5.3" BERM TIGHTLY COMPACTED IN PLACE TO FORM PERMANENTWATERING BASIN - CENTER PLANT WITHIN BASIN.6.PLANT PIT TO BE 2 TIMES THE WIDTH OF THE ROOT BALL &EQUAL TO THE DEPTH OF THE ROOT BALL.7.CONTAINER ROOT BALL8.BACKFILL MIX PER SOILS REPORTHSHRUB PLANTING - SLOPEUSE 20 L.F. BIO-BARRIER IN PARKWAY AND WITHIN 10' OF SIDEWALK.NDS ALLOWED ELSEWHERE.I-LEGEND131012" TYP 2478512" MIN.61.JUTE MESH- THOSE AREAS GREATER THANEXISTING SLOPE.2.MAIN TRUNK3."CINCH TIE" TREE TIES -- INSTALL PERINSTRUCTIONS USING TWO STRAPS PER STAKE.SECURE TO STAKE PER MFG.RECOMMENDATIONS. PLACE BELOW BRANCHYOKE OF TREE.4.10'-12' X 2" LODGE POLE PINE STAKES - (1) FOR 5GAL., (2) FOR 15 GAL. & 24" BOX5.PERMANENT WATER BASIN6.PLANT PIT TO BE 2 TIMES THE WIDTH OF THEROOT BALL & EQUAL TO THE DEPTH OF THEROOT BALL.7.CONTAINER8.ROOT BALL9.BACKFILL MIX PER AGRONOMIST REPORT10.ROOT CROWN SET 2-3" ABOVE F.G.11.FERTILIZER TABS/PAKS. APPLICATION RATE PERMFG. RECOMMENDATIONS.2:1 MAX.NOTES:A.INSTALL STAKES +/- 12" FROM TREE TRUNKB.DO NOT PIERCE ROOT BALL WITH TREE STAKESTREE STAKING DETAIL - SLOPEGSHRUB PLANTING STATE OF CALI F O R NIA JO H N T. NORTONDATEEXP. 5/31/22SIGNATUREL I CENSED L ANDSCAPE ARCHITECT3332REVISIONDATEl a n d s c a p e a r c h i t e c t u r el a n d p l a n n i n gT E L 9 4 9 2 7 6 6 5 0 0 F A X 9 4 9 2 7 6 6 5 0 6w w w . s j a i n c . c o mThese designs and drawings are CONFIDENTIAL and the exclusive property of SJA Inc. and are not to be used, duplicated, or distributed without the express permission of SJA Inc. copyright 2001 © SJA Inc. all rights reserved 7859 SITIO COCOCARLSBAD, CA 9200915CARMELA Tr. 31874-1&2 MODEL HOMES LA QUNITA, CA 2280 Wardlow Circle Suite 100, Corona, CA 92880 DR HortonBZJNJNMODELXXXX12/10/20PLANTINGSPECIFICATIONS15N/APART A PLANTING1.0 SCOPETHE WORK OF THIS SECTION INCLUDES ALL LABOR, MATERIALS ANDEQUIPMENT REQUIRED TO COMPLETE WORK INDICATED ON THE DRAWINGS. THEWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE BEST STANDARDS OFPRACTICE RELATING TO THE VARIOUS TRADES AND UNDER THE CONTINUOUSSUPERVISION OF A COMPETENT FOREMAN, CAPABLE OF INTERPRETING THEDRAWINGS AND THESE SPECIFICATIONS. THE WORK INCLUDED IN THIS SECTIONIS AS FOLLOWS: FINISH GRADING FOR PLANTING; SOIL PREPARATION:FERTILIZATION: PLANTING INCLUDING LAWN; MAINTENANCE; INSPECTION ANDCERTIFICATIONS; GUARANTEES; CLEAN-UP; STAKING, GUYING AND ESPALIERING;MISCELLANEOUS ALLOWANCES.2.0 APPROVALSA.ALL IRRIGATION WORK SHALL BE INSPECTED AND APPROVED BY THELANDSCAPE ARCHITECT IN WRITING PRIOR TO THE START OF ANY PLANTING.B.PRIOR TO EXCAVATION FOR PLANTING OR PLACING OF STAKES, LOCATE ALLUTILITIES, ELECTRIC CABLES, CONDUITS, IRRIGATION LINES, HEADS, VALVESAND VALVE CONTROL WIRES, AND ALL UTILITY LINES SO THAT PROPERPRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS. INTHE EVENT OF A CONFLICT BETWEEN SUCH LINES AND PLANT LOCATIONS,PROMPTLY NOTIFY LANDSCAPE ARCHITECT WHO SHALL ARRANGE FORRELOCATION FOR ONE OR THE OTHER. FAILURE TO FOLLOW THISPROCEDURE PLACES UPON CONTRACTOR THE RESPONSIBILITY FOR, AT HISOWN EXPENSE, MAKING ANY AND ALL REPAIRS FOR DAMAGES RESULTINGFROM HIS WORK.3.0 QUANTITIES AND TYPESPLANT MATERIALS SHALL BE FURNISHED IN THE QUANTITIES AND/OR SPACINGAS SHOWN OR NOTED FOR EACH LOCATION, AND SHALL BE OF THE SPECIES,KINDS, SIZES, ETC., AS SYMBOLIZED AND/OR DESCRIBED IN THE "PLANTMATERIAL LEGEND" ON THE DRAWINGS. THE LANDSCAPE ARCHITECT HASPREPARED QUANTITIES ONLY AS A CONVENIENCE TO CONTRACTOR ANDASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. THE LANDSCAPECONTRACTOR IS TO VERIFY ALL SIZES AND QUANTITIES. CONTRACTOR SHALL BERESPONSIBLE FOR INSTALLATION OF ALL PLANT MATERIALS AT THE SPACINGINDICATED ON THE PLANTING LEGEND.4.0 VERIFICATION OF DIMENSIONS AND QUANTITIESDIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK,CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND QUANTITIES AND SHALLIMMEDIATELY INFORM LANDSCAPE ARCHITECT, OR OWNER'S REPRESENTATIVEOF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS ANDACTUAL SITE CONDITIONS. NO WORK SHALL BE DONE IN ANY AREA WHERETHERE IS SUCH A DISCREPANCY UNTIL APPROVAL HAS BEEN GIVEN BY THELANDSCAPE ARCHITECT.5.0 OBSERVATION / CERTIFICATION:A.ALL OBSERVATIONS SHALL BE MADE BY THE LANDSCAPE ARCHITECT ANDOWNER'S REPRESENTATIVE. CONTRACTOR SHALL REQUEST INSPECTION ATLEAST TWO (2) WORKING DAYS IN ADVANCE OF THE TIME INSPECTION ISREQUESTED.B.QUALITY CONTROL OBSERVATION SEQUENCES ARE AS FOLLOWS:B.1.TESTING OF MAIN LINE PRIOR TO BACKFILLING: 150 PSI FOR 4 HOURS.CENTER FILLING OF MAIN LINE SHALL BE ALLOWED.B.2.IRRIGATION COVERAGE TEST PRIOR TO PLANTING, BUT AFTER FINISHGRADING.B.3.PLANT DELIVERY APPROVAL INCLUDING LINERS, FLATS, CONTAINERPLANTS AND BOXED PLANTS.B.4.PLANT PIT LOCATIONS, DEPTHS, AND BACKFILL MIX, INCLUDING LAWNAREAS AND CONSTRUCTION ITEMS PRIOR TO PLANTING.B.5.COVERAGE TEST AFTER PLANTING, BUT BEFORE THE MAINTENANCEPERIOD INCLUDING CONTROLLER SEQUENCING.B.6.COVERAGE TEST AT END OF MAINTENANCE PERIOD INCLUDINGCONTROLLER SEQUENCING.THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO WAIVE, SHORTEN ORLENGTHEN EACH CONTROLLER STATION OPERATION DURING HISOBSERVATION VISITS. MIX BACKFILL IN ONE CENTRAL LOCATION NOT ATEACH PLANT SITE UNLESS OTHERWISE APPROVED. A SITE SHALL BEPRE-SELECTED BY OWNER FOR STORAGE OF IRRIGATION EQUIPMENT INCONTAINERS. OBSERVATION REPORTS SHALL BE MADE FOR EACH VISIT BYTHE LANDSCAPE ARCHITECT AND ONE COPY EACH SHALL BE SUBMITTED TOTHE OWNER AND CONTRACTOR.C.WHERE CONTRACTOR FAILS TO NOTIFY THE LANDSCAPE ARCHITECT FOR THEABOVE OBSERVATION/APPROVAL PURPOSES WHEN JOB CERTIFICATION ISREQUIRED BY A LOCAL AGENCY, THE CONTRACTOR SHALL REMAIN SOLELYRESPONSIBLE TO PROVE THE JOB CERTIFIABLE TO THE LANDSCAPEARCHITECT, INCLUDING THE LANDSCAPE ARCHITECT'S TIME AND EXPENSESTO BE BILLED AT A RATE OF $75.00/HR..IN THE EVENT CONTRACTOR IS NOTREADY FOR OBSERVATION AT THE AGREED UPON SCHEDULED TIME, THECONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXPENSES INCURRED BY THELANDSCAPE ARCHITECT AND/OR OTHER CONSULTANTS AT A RATE OF$75.00/HR. PORTAL TO PORTAL.6.0 MATERIALSPLANT MATERIALS INDICATED ON THE DRAWINGS AND HEREIN SPECIFIED SHALLCONFORM TO THE FOLLOWING:A.NOMENCLATURE - PLANT NAMES INDICATED ON THE DRAWINGS CONFORMTO "STANDARD PLANT NAMES" ESTABLISHED BY THE AMERICAN JOINTCOMMITTEE ON HORTICULTURE. EXCEPT FOR NAMES COVERED THEREIN,THE ESTABLISHED CUSTOM OF THE NURSERY IS FOLLOWED.B.CONDITION - PLANTS SHALL BE SYMMETRICAL, TYPICAL FOR VARIETY ANDSPECIES, SOUND, HEALTHY, VIGOROUS, FREE FROM PLANT DISEASE, INSECTPESTS, OR THEIR EGGS, AND SHALL HAVE HEALTHY, NORMAL ROOT SYSTEMS,WELL FILLING THEIR CONTAINERS, BUT NOT TO THE POINT OF BEING ROOTBOUND. PLANTS SHALL NOT BE PRUNED PRIOR TO DELIVERY, EXCEPT ASAUTHORIZED BY LANDSCAPE ARCHITECT. IN NO CASE SHALL TREES BETOPPED BEFORE DELIVERY.C.DIMENSIONS - THE HEIGHT AND SPREAD OF ALL PLANT MATERIAL SHALL BEMEASURED WITH BRANCHES IN THEIR NORMAL POSITION, AND SHALL BE ASINDICATED ON THE DRAWINGS. THE CALIPER OF ALL TREES SHALL BEMEASURED 6" ABOVE THE SURFACE OF THE GROUND. WHERE CALIPER OROTHER DIMENSIONS OF ANY PLANT MATERIALS ARE OMITTED FROM THE"PLANT LEGEND: IT SHALL BE UNDERSTOOD THAT THESE PLANT MATERIALSSHALL BE NORMAL 'AMERICAN NURSERYMEN' STOCK FOR TYPE LISTED.D.INSPECTION - ALL PLANT MATERIALS MUST HAVE BEEN PREVIOUSLYINSPECTED AT THE NURSERY BY A STATE OR COUNTY HORTICULTURALDEPARTMENT, AND SHALL BE SUBJECT TO THE INSPECTION AND APPROVALOF THE LANDSCAPE ARCHITECT BEFORE PLANTING.E.PLANT LIST - IS INDICATED ON DRAWINGS AND LEGEND.F.SIZES OF PLANTS - SHALL BE AS STATED ON THE LEGEND. PLANT SIZES SHALLMEET THE "AMERICAN STANDARD FOR NURSERY STOCK" A.N.S.I. Z 60.1 - 1996G.SUBSTITUTIONS - SUBSTITUTIONS FOR THE INDICATED PLANT MATERIALSWILL BE PERMITTED PROVIDED THE SUBSTITUTE MATERIALS ARE APPROVEDIN ADVANCE BY THE LANDSCAPE ARCHITECT AND CITY LAND. ARCH., ANDTHE SUBSTITUTIONS ARE MADE AT NO ADDITIONAL COST TO OWNER.EXCEPT FOR AUTHORIZED VARIATIONS, ALL SUBSTITUTE PLANT MATERIALSSHALL CONFORM TO THE REQUIREMENTS OF THESE SPECIFICATION. IF THEACCEPTED SUBSTITUTE MATERIALS ARE OF A LESSER VALUE THAN THOSEINDICATED OR SPECIFIED, THE CONTRACT PRICE WILL BE ADJUSTED INACCORDANCE WITH THE PROVISIONS OF THE CONTRACT.H.PLANTS NOT APPROVED - PLANTS NOT APPROVED ARE TO BE REMOVED FROMTHE SITE IMMEDIATELY AND REPLACED WITH SUITABLE PLANTS. THEOWNER OR LAND. ARCH. RESERVES THE RIGHT TO REJECT ENTIRE LOTS OFPLANTS REPRESENTED BY DEFECTIVE SAMPLES.7.0 FERTILIZERS AND SOIL CONDITIONS (FOR BID PURPOSES ONLY)SAMPLES OF ALL SOIL AMENDMENTS, SOD AND PLANTS SHALL BE SUBMITTEDFOR INSPECTION AND STORED ON SITE UNTIL THE FURNISHING OF MATERIALS ISCOMPLETED. DELIVERY MAY BEGIN UPON APPROVAL OF SAMPLES BYLANDSCAPE ARCHITECT.A.ORGANIC FERTILIZER MAY BE PROCESSED SEWAGE SLUDGE WITH AMINIMUM CONTENT OF 1% NITROGEN AND 2% PHOSPHORIC ACID SIMILAR TO"NITRO-HUMUS". METHOD OF PROCESSING SHALL NOT DESTROY NORMALBACTERIAL CONTENT.B.NITROGEN STABILIZED SAWDUST SHALL BE BULK, WITH THE FOLLOWINGNITROGEN CONTENT BASED ON DRY WEIGHT:B.1.0.5% FOR REDWOOD SAWDUSTB.2.0.7% FOR FIR SAWDUSTB.3.1.0% FOR BARK OR PINE BARK OR MIXTUREB.4.SALINITY - THE SATURATION EXTRACT CONDUCTIVITY SHALL NOTEXCEED 3.5 MILLIOHMS/CM AT 25 DEGREES C.C.COMMERCIAL FERTILIZER SHALL BE DELIVERED IN SACKS OR CONTAINERSWITH THE MANUFACTURER'S LABEL SHOWING WEIGHT AND ANALYSISATTACHED TO EACH SACK OR CONTAINER.9.0 STAKING MATERIALSA.A. TREE STAKING SHALL BE AS PER DETAILS.B.TIES FOR HOLDING TREES SHALL BE AS PER DETAILS.C.TREE GUYING SHALL BE AS PER DETAILS.10.0 GRADING AND SOIL PREPARATIONA.CONTRACTOR IS TO FINISH GRADE TO WITHIN 1/10TH OF A FOOT BELOW THETOP OF PAVING WHERE PAVING EXISTS PER DETAILS.B.MOISTURE CONTENT - THE SOILS SHALL NOT BE WORKED WHEN THEMOISTURE CONTENT IS SO GREAT THAT EXCESSIVE COMPACTION WILLOCCUR; AND NOT WHEN IT IS SO DRY THAT DUST WILL FORM IN THE AIR ORTHAT CLODS WILL NOT BREAK READILY. WATER SHALL BE APPLIED IFNECESSARY TO PROVIDE IDEAL MOISTURE CONTENT FOR TILLING FORPLANTING.C.PRELIMINARY GRADING - PRELIMINARY GRADING SHALL BE DONE IN SUCH AMANNER AS TO ANTICIPATE THE FINISH GRADING. EXCESS SOILS SHALL BEREMOVED OR REDISTRIBUTED BEFORE APPLICATION OF FERTILIZER ANDBARK. WHERE SOIL IS TO BE REPLACED BY PLANTS AND BARK, ALLOWANCESHALL BE MADE SO THAT WHEN FINISH GRADING HAS BEGUN, THERE SHALLBE NO DEFICIENCY IN THE SPECIFIED DEPTH OF BARK IN PLANTING BEDS.D.WEEDING - BEFORE AND DURING PRELIMINARY AND FINISH GRADING, ALLWEEDS AND GRASSES SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OFOFF SITE (EXCEPT THOSE WEEDS AND GRASSES NOT OF THE PERENNIAL TYPE,LESS THAN 2-1/2" HIGH AND NOT BEARING SEEDS, WHICH MAY BE TURNEDUNDER). OATS MORE THAN 2-1/2" HIGH AND NOT BEARING SEEDS MAY BETURNED UNDER. PERENNIAL WEEDS AND GRASSES TO BE REMOVEDINCLUDE BUT ARE NOT LIMITED TO, THE FOLLOWING: NUT GRASS,PUNCTURE VINE, DALLAS GRASS, MUSTARD PLANT, ST. AUGUSTINE GRASS,ALFALFA, JOHNSON GRASS, WIRE WEED, MORNING GLORY, BERMUDA GRASS.PRIOR TO PLANTING, A GRANULAR PRE-EMERGENT, NON-SELECTIVEHERBICIDE SHALL BE APPLIED ACCORDING TO MANUFACTURER'SRECOMMENDATIONS.11.0 SOIL CONDITIONERS AND SOIL TESTINGA.UNLESS OTHERWISE INSTRUCTED BY AN AGRONOMY REPORT (SEE PLAN), INALL PLANTING AREAS THE FOLLOWING APPLICATION SHALL BE MADE PER1,000 SQUARE FEET OF AREA AND SHALL BE THOROUGHLY CULTIVATED INTWO DIRECTIONS INTO THE TOP 6" OF SOIL, AND THE AREA WATERED DOWN:A.1.5 CU YDS. NITROLIZED WOOD SHAVINGSA.2.150 LBS. GROW POWER PLUS FERTILIZERA.3.100 LBS. AG. GYPSUMA.4.10 LBS. SOIL SULFURA.5.20 LBS. IRON SULFATEB.UNLESS OTHERWISE INSTRUCTED BY AN AGRONOMY REPORT, PREPARE SOILMIX FOR BACKFILL IN PITS FOR TREES, SHRUBS AND VINES, OTHER THANAZALEAS, FERNS AND PALMS, AS FOLLOWS: (AMOUNT/CUBIC YARD)B.1.2/3 YD. SCREENED SITE SOILB.2.1/3 YD. NITROLIZED WOOD SHAVINGSB.3.15 LBS. GROW POWER CONTROLLED RELEASE FERTILIZERB.4.10 LBS. AG GYPSUMB.5.1 LB. SOIL SULFURB.6.2 LBS. IRON SULFATEB.7.PLANTING PITS SHALL BE PER DETAILS.C.PREPARE SOIL MIX FOR BACK FILL IN PITS FOR AZALEAS, CAMELLIAS, FERNSAND OTHER PLANTS (AS SPECIFIED) AS FOLLOWS:C.1.1/3 WASHED PLASTER SANDC.2.1/3 CANADIAN PEAT MOSSC.3.1/3 LOAMITE OR FOREST HUMUSD.BACKFILL MIX FOR PALMS SHALL BE WASHED PLASTER SAND. (REFER TODETAIL)E.THE PREPARED SOIL SHALL BE UNIFORMLY BLENDED IN AN AREA ADJACENTTO THE PLANTING WORK AND SHALL BE ACCURATELY PROPORTIONED USINGA SUITABLE MEASURING CONTAINER. UNUSED EXCAVATED SOIL SHALL BEREMOVED FROM SITE. PROTECT THE MIX FROM WATER UNTIL IT HAS BEENPLACED IN BACKFILL AROUND PLANTS.F.SOILS TESTING- THE CONTRACTOR SHALL HAVE AGRONOMIC SOILS TESTSPERFORMED BY AN APPROVED SOILS TESTING LABORATORY AT THEFOLLOWING TIMES:F.1.UPON COMPLETION OF ROUGH GRADING, DURING INSTALLATION OFIRRIGATION SYSTEM AND PRIOR TO ANY PLANTING.F.2.AFTER APPLICATION OF RECOMMENDED SOIL CONDITIONERS (PERFIRST SOILS TEST) AND PLANTING BUT PRIOR TO BEGINNING OFMAINTENANCE PERIOD.CONTRACTOR SHALL INCLUDE PRICE OF SOILS TESTS IN BID.12.0 FINISH GRADINGWHEN PRELIMINARY GRADING, (INCLUDING WEEDING AND FERTILIZING) HASBEEN COMPLETED AND THE SOIL HAS DRIED SUFFICIENTLY TO BE READILYWORKED, ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO THEELEVATIONS INDICATED ON THE DRAWINGS. GRADES NOT OTHERWISEINDICATED SHALL BE UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHEREELEVATIONS ARE GIVEN. MINOR ADJUSTMENTS OF FINISH GRADES SHALL BEMADE AT THE DIRECTION OF THE LANDSCAPE ARCHITECT, AT NO ADDITIONALCOST TO OWNER.FINISH GRADE SHALL BE A SMOOTH, EVEN AND UNIFORM PLANE WITHOUTABRUPT CHANGE OF SURFACE. SOIL AREAS ADJACENT TO BUILDINGS SHALL BEGRADED (2% MIN.) TO ALLOW A NATURAL RUN-OFF OF WATER, AND SURFACEDRAINAGE SHALL BE DIRECTED AS INDICATED ON THE DRAWINGS BYRE-GRADING SURFACES TO FACILITATE THE NATURAL "RUN--OFF" OF WATER.GRADING SHALL BE DONE WHEN SOIL IS AT OPTIMUM MOISTURE CONTENT FORWORKING.13.0 METHOD OF PLANTING AND WORK PROCEDUREA.NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTIONWITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEENCOMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, THE PLANTINGAREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, ANDTHE WORK APPROVED BY THE LANDSCAPE ARCHITECT.B.THE RELATIVE POSITION OF ALL TREES AND PLANTS IS SUBJECT TOAPPROVAL BY LANDSCAPE ARCHITECT AND OWNER, AND THEY SHALL, IFNECESSARY, BE RELOCATED AS DIRECTED AS PART OF THE CONTRACT.C.ALL PLANTS SHALL BE REMOVED FROM THEIR CONTAINER AND SET SO THAT,WHEN SETTLED, THEY BEAR THE SAME RELATION TO THE REQUIRED GRADETHAT THEY BORE TO THE NATURAL GRADE BEFORE BEING TRANSPLANTED.EACH PLANT SHALL BE PLANTED IN THE CENTER OF THE PIT ANDBACKFILLED UNLESS OTHERWISE SPECIFIED, WITH THE PREPARED SOIL. NOSOIL IN MUDDY CONDITION SHALL BE USED FOR BACKFILLING. NO FILLINGWILL BE PERMITTED AROUND TRUNKS OR STEMS. ALL BROKEN OR FRAYEDROOTS SHALL BE PROPERLY CUT OFF.D.NO PLANTS SHALL BE PLANTED WITH THE CROWN SET BELOW THESURROUNDING F.G. REFER TO DETAILS.E.LANDSCAPE ARCHITECT SHALL APPROVE THE PLACING AND PLANTING OFALL PLANTS.F.IN THE EVENT THAT UNDERGROUND CONSTRUCTION WORK OROBSTRUCTIONS ARE ENCOUNTERED IN THE PLANTING OPERATION,ALTERNATE LOCATIONS FOR PLANT MATERIAL WILL BE SELECTED BY THELANDSCAPE ARCHITECT, AND PLANTING COMPLETED AT NO EXTRA COST TOOWNER.14.0 PLANTING OF TREESA.POSITION PLANTS IN PLANT LOCATIONS INDICATED ON DRAWINGS ANDSECURE APPROVAL BEFORE EXCAVATING PITS, MAKING NECESSARYADJUSTMENTS AS INDICATED.B.ALL PITS FOR TREES SHALL BE DUG SQUARE WITH BOTTOMS LEVEL, THELENGTH OF SIDES AND DEPTH EQUAL TO TWO TIMES THE DIAMETER OF THETREE BALL. COMPACTED SOILS AT SIDES AND BOTTOMS SHALL BELOOSENED BY SCARIFYING OR OTHER APPROVED METHOD. PITS SHALL BEBACKFILLED WITH "PREPARED SOIL" TO THEIR REQUIRED GRADE, AND THEBALANCE OF THE PIT FILLED WITH "PREPARED SOIL", THOROUGHLY SETTLEDBY WATER APPLICATION. (REFER TO PLANTING DETAILS AND SPACINGDETAILS)C.SET PLANTS IN CENTER OF PIT, IN A VERTICAL POSITION SO THAT CROWN OFBALL WILL BE LEVEL WITH FINISH GRADE AFTER ALLOWING FOR WATERINGAND SETTLING AND SHALL BEAR THE SAME RELATIONSHIP TO THE FINISHGRADE THAT IT DID TO THE SOIL SURFACE IN THE CONTAINER.D.PREPARE DEPRESSED WATER BASIN AS WIDE AS PLANT BALLS AT EACHPLANT. WATER THOROUGHLY, BACKFILLING ANY VOIDS WITH ADDITIONALPREPARED PLANTING MIX.15.0 PLANTING VINES, SHRUBS AND GROUNDCOVERSA.VINES AND SHRUBS SHALL BE PLANTED PER DETAILS. COMPACTED SOIL ATBOTTOM OF PIT SHALL BE LOOSENED AND THE PIT FILLED WITH "PREPAREDSOIL" TO THE BOTTOM OF THE BALL. WHEN THE PLANT HAS BEEN PROPERLYSET, THE PIT SHALL BE FILLED TO THE REQUIRED GRADE BEEN PROPERLYSET, THE PIT SHALL BE FILLED TO THE REQUIRED GRADE WITH "PREPAREDSOIL" AND THOROUGHLY SETTLED BY TAMPING. (REFER TO PLANTINGDETAILS)B.PREPARE A DEPRESSED WATER BASIN AS WIDE AS PLANT PITS AT EACHPLANT. WATER THOROUGHLY, BACKFILLING ANY VOIDS WITH ADDITIONALPREPARED PLANTING MIX.C.GROUND COVERSC.1.PITS FOR FLAT SIZED PLANTS TO BE AT LEAST 4" X 4" X 4". GROUNDCOVER AREAS SHALL BE MOISTENED PRIOR TO PLANTING. NO FLATTEDLINER, OR POTTED PLANTS SHALL BE PLANTED IN DRY SOIL.C.2.SET PLANTS IN CENTER OF PITS SO THAT CROWN OF PLANT WILL BELEVEL WITH FINISHED GRADE AFTER SETTLING OF SOIL, THENBACKFILL AND WATER (REFER TO SPACING DETAIL)C.3.FLATTED PLANTS SHALL BE WELL ROOTED WITH RUNNERS AT LEAST 4"BUT NOT MORE THAN 6" IN LENGTH.16.0 TREES OCCURRING IN LAWNA.TREES OCCURRING IN LAWN SHALL BE PLANTED BEFORE FINALPREPARATION OF THOSE AREAS.B.ALL TREES SHALL BE INSTALLED WITH A MIN 24" DIA. CLEAR CUT-OUT INTURF. BARE EARTH TO RECEIVE 2" DEEP MULCH (DO NOT COVER ROOTCROWN).17.0 CARE OF PLANTS BEFORE AND DURING PLANTINGA.PLANTS SHALL NOT BE ALLOWED TO DRY OUT BEFORE OR WHILE BEINGPLANTED. KEEP EXPOSED ROOTS MOIST BY MEANS OF WET SAWDUST, PEATMOSS OR BURLAP AT ALL TIMES DURING PLANTING OPERATIONS. DO NOTEXPOSE ROOTS TO THE AIR EXCEPT WHILE BEING PLACED IN THE GROUND.WILTED PLANTS IN OR OUT OF CONTAINERS, WILL NO BE ACCEPTED ANDSHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.B.EXISTING PLANTS, WHERE INDICATED, SHALL BE PROTECTED IN PLACE.DAMAGED, OR DESTROYED PLANTS SHALL BE REPLACED IN DUPLICATE SIZEBY THE CONTRACTOR WITHIN 48 HOURS AFTER NOTIFICATION BY THEOWNER'S REPRESENTATIVE.18.0 SODDED LAWNA.CULTIVATE ALL LAWN AREAS TO A DEPTH OF 12". ROCKS AND DEBRISLARGER THAN 1" IN DIAMETER WHICH ARE BROUGHT TO THE SURFACE BYCULTIVATION SHALL BE REMOVED FROM THE SITE. IF CULTIVATION DOESNOT BREAK LUMPS, A SPIKE TOOTH HARROW SHALL BE PULLED BEHIND AMECHANICAL SEEDER OR TRACTOR.B.AREAS TO BE PLANTED IN SOD SHALL BE FINISHED SMOOTH TO PRESENT ANEAT AND UNIFORM GRADE PRIOR TO INSTALLATION. THE LAWN BED SHALLBE INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT BEFORESODDING.C.ALL SODDED AREAS SHALL BE THOROUGHLY WATERED, FERTILIZED, ANDKEPT MOIST BY IRRIGATING AS OFTEN AS REQUIRED.D.ANY LAWN AREAS THAT DO NOT SHOW A PROMPT CATCH OF GRASS SHALLBE RE-SODDED AT TEN DAY INTERVALS UNTIL AN ACCEPTABLE STAND OFGRASS IS ASSURED.19.0 HYDRO-SEEDINGA.SLOPE AREAS: REFER TO PLANTING PLAN AND SLOPE MIX DESIGNS FORTYPES AND AMOUNT OF SEEDS TO BE USED. ALTERNATE SEED MIXES MAYBE USED ONLY UPON APPROVAL OF THE LANDSCAPE ARCHITECT. THEDESIGNED SLURRY MIXES SHALL BE APPLIED BY AN APPROVEDHYDROMULCH COMPANY. DESIGNED SLURRY MIXES WILL BE EITHER FORIRRIGATED OR NON-IRRIGATED SLOPE CONDITION. (REFER TO PLANS ANDSEED MIX DESIGNS) EACH CONTAINER OF SLURRY MIX SHALL BE APPLIEDWITHIN A 2 HOUR TIME LIMIT, OR BE REJECTED AND REMOVED ATCONTRACTOR'S EXPENSE.B.TURF AREAS; THE DESIGNED SEED AND SLURRY MIX SHALL BE APPLIED INDESIGNATED AREAS BY AN APPROVED HYDROMULCH COMPANY WITHIN A 2HOUR TIME LIMIT PER CONTAINER MIX. (REFER TO PLANTING PLAN ANDLEGEND) WHERE APPLICABLE, A SUBSTITUTE SEED MIX MAY BE USED ONLYUPON APPROVAL OF THE LANDSCAPE ARCHITECT.C.DAILY WORK SHEETS: DAILY WORK SHEETS SHALL BE SIGNED BY THENOZZLEMEN AND SENT TO THE OWNER'S REPRESENTATIVE AND LANDSCAPEARCHITECT FOR PAYMENT APPROVAL. THE FOLLOWING INFORMATIONSHALL BE RECORDED:(1) SEED - TYPES, AMOUNTS(2) FERTILIZER - ANALYSIS, AMOUNT(3) BARK - TYPE, AMOUNT(4) SEEDING ADDITIVE - TYPE, AMOUNT(5) NUMBER OF LOADS - AMOUNT OF WATER(6) AREA COVERED - IN ACRES(7) EQUIPMENT USED - CAPACITY AND LICENSE NUMBERD.PROTECTION/CLEAN-UP: PREVENT AND/OR CLEAN-UP OVERSPRAY ONTOCONCRETE RESERVOIRS, DRAINAGE DITCHES, CHANNELS, STRUCTURES,ROADS AND WALKWAYS. OVERSPRAY AND SPILLAGE ONTO RESTRICTEDAREAS SHALL BE REMOVED THE SAME DAY AT CONTRACTOR'S EXPENSE TOTHE SATISFACTION OF THE OWNER'S REPRESENTATIVE.20.0 WATERINGA.IMMEDIATELY AFTER PLANTING, WATER SHALL BE APPLIED BY HOSE IN AMODERATE STREAM IN THE PLANTING HOLES UNTIL THE MATERIAL ABOUTTHE ROOTS IS COMPLETELY SATURATED FROM THE BOTTOM OF THE HOLE TOTHE TOP OF THE GROUND.B.PLANTS WHICH CANNOT BE WATERED EFFICIENTLY WITH THE EXISTINGIRRIGATION SHALL BE WATERED BY MEANS OF A HOSE.C.APPLY WATER IN SUFFICIENT QUANTITIES, AND AS OFTEN AS SEASONAL ANDSOIL CONDITIONS REQUIRE, TO KEEP THE GROUND WET AT ALL TIMES, WELLBELOW THE ROOT SYSTEM OF GRASS AND PLANTING. CARE IS TO BE TAKENIN WATERING SLOPES SO AS NOT TO CAUSE EROSION DAMAGE.D.FOLLOWING THE PLANTING OF GROUND COVER PLANTS IMMEDIATELY ANDTHOROUGHLY WATER BY THE IRRIGATION SYSTEM, OR BY A SLOW RUNNINGHOSE SPRAY.21.0 WATERING BASINSA.CONSTRUCT A FIRMLY COMPACTED MOUND OF SOIL AROUND EACH TREEAND PLANT TO FORM A WATERING BASIN AT THE EDGE OF AND FOLLOWINGTHE SHAPE OF THE PLANTING PIT AREA. MOUNDS FOR TREES AND FOR VINESFROM 5-GALLON OR LARGER CONTAINERS, SHALL BE AT LEAST 4" HIGH.MOUNDS FOR ALL OTHER TREES, VINES OR PLANTS NOT OTHERWISESPECIFIED SHALL BE AT 2" HIGH. EXCAVATED EARTH, IF CAPABLE OFRETAINING WATER, MAY BE USED. ANY SETTLEMENT WITHIN THE BASINSRETAINING WATER SHALL BE REFILLED TO THE REQUIRED GRADE WITHPREPARED SOIL, AND ADDITIONAL NITROGEN STABILIZED SAWDUSTWORKED INTO THE SURFACE AS REQUIRED TO RESTORE THE BARE BARKEDCONDITION.B.REMOVE WATERING BASINS IN PLANTER AREAS AT THE TIME OF BARKINSTALLATION EXCEPT IN SLOPE AREAS WHERE BASINS SHALL BEPERMANENT.23.0 TREE STAKINGA.STAKE ALL TREES AT TIME OF PLANTING BY PLACING STAKE IN THEPREPARED HOLE AND DRIVING IT 12" INTO SOLID GROUND. PLANT THE TREEAS CLOSE TO THE STAKE AS POSSIBLE WITHOUT CROWDING THE ROOTS.FASTEN THE TREE TO THE UPPER END OF STAKE USING "CINCH TIES". (REFERTO DETAIL)B.TREES 36" BOX SIZE OR LARGER, SHALL BE IMMEDIATELY ROOT GUYEDAFTER PLANTING WITH DUCKBILL ROOT BALL ANCHOR OR EQUAL PER MFG.INSTRUCTIONS.24.0 ESPALIERING OF VINESALL TRELLISES AND STAKES ARE TO BE REMOVED FROM PLANTS, AND THEPLANTS SHALL BE FASTENED AND TRAINED AGAINST FENCES OR WALLS UNLESSOTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT. REFER TO DETAIL.25.0 BARK MULCHWEED CONTROL BARK INSTALLATION SHALL CONSIST OF PLACING 3" OF MEDIUMBARK WOOD BARK IN ALL SHRUB PLANTING AREAS. CONTRACTOR SHALLSUPPLY A ONE GALLON BAG SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIORTO DELIVERY. MFG. SHALL CERTIFY BARK MULCH TO BE 50/50 BROWN ANDGOLD. COPIES SHALL BE PROVIDED TO CITY LANDSCAPE INSPECTOR ANDLANDSCAPE ARCHITECT AVAIL. THRU: AGUINAGA GREEN -- PHONE: 714-649-9050.NO PALM OR NON-TREE DEBRIS ALLOWED (INCLUDING LAWN CLIPPINGS)26.0 CERTIFICATESIN ADDITION TO ANY OTHER CERTIFICATES SPECIFIED, CONTRACTOR SHALLFURNISH A CERTIFICATE WITH EACH DELIVERY OF BULK MATERIAL, STATINGTHE SOURCE, QUANTITY AND TYPE OF MATERIAL AND THAT THE MATERIALCONFORMS TO THE SPECIFICATION REQUIREMENTS. FOR BULK DELIVEREDORGANIC FERTILIZER, THE CERTIFICATE SHALL ALSO STATE THE VOLUME, NETWEIGHT, PERCENT OF NITROGEN AND PERCENT OF PHOSPHORIC ACID. FOR EACHFERTILIZER AND SOIL CONDITIONER, IN CONTAINERS, A SIMILAR CERTIFICATE ORINVOICE SHALL BE FURNISHED STATING TOTAL QUANTITIES BY WEIGHT ANDVOLUME FOR EACH MATERIAL. THESE CERTIFICATES SHALL BE SUBMITTED TOTHE LANDSCAPE ARCHITECT PRIOR TO THE START OF THE MAINTENANCE PERIOD.27.0 PROTECTIONCONTRACTOR SHALL CAREFULLY AND CONTINUOUSLY PROTECT ALL AREASINCLUDED IN THE CONTRACT, INCLUDING PLANT MATERIALS, FENCES, SUPPORTS,ETC., UNTIL FINAL ACCEPTANCE OF THE WORK BY THE LANDSCAPE ARCHITECTAND OWNER'S REPRESENTATIVE.28.0 MAINTENANCEA.CONTRACTOR SHALL MAINTAIN A SUFFICIENT NUMBER OF MEN ANDADEQUATE EQUIPMENT TO PERFORM THE WORK HEREIN SPECIFIED. PLANTMAINTENANCE WORK SHALL CONSIST OF APPLYING HERBICIDES BY ACERTIFIED SPRAYER CARING FOR PLANTS, INCLUDING GROUNDCOVERS,SHRUBS AND TREES, EDGING, AERATING AND MOWING OF LAWNS,FERTILIZING AND CONTROL OF WEEDS, PESTS AND DISEASES.B.DAMAGE TO ANY PLANTED AREA SHALL BE REPAIRED IMMEDIATELY.DEPRESSIONS CAUSED BY VEHICLES OR FOOT TRAFFIC SHALL BE FILLEDWITH TOPSOIL, LEVELED AND REPLANTED. EXTERMINATE ALL RODENTS,AND REPAIR RODENT DAMAGE IMMEDIATELY.C.THE ENTIRE PROJECT SHALL BE MAINTAINED FOR A PERIOD OF 90 DAYSCOMMENCING FROM THE TIME ALL ITEMS OF WORK HAVE BEEN COMPLETEDTO THE SATISFACTION OF THE LANDSCAPE ARCHITECT AND CONTRACTORHAS RECEIVED WRITTEN NOTIFICATION FOR "START OF MAINTENANCE".D.THE PROJECT SHALL BE CARED FOR IN A NEAT AND CLEAN CONDITION ATALL TIMES TO THE SATISFACTION OF THE OWNER AND LANDSCAPEARCHITECT.29.0 LAWN MAINTENANCEA.WATERING - WATER EVERY DAY ONCE PER DAY FOR TWO WEEKS ANDTHEREAFTER GRADUALLY REDUCE FREQUENCY OF WATERING TO THREETIMES PER WEEK. CONTRACTOR SHALL CONTINUE TO MAINTAIN THE LAWNUNTIL FINAL ACCEPTANCE BY THE LANDSCAPE ARCHITECT AND OWNER.B.FERTILIZING - REFER TO SOILS REPORT.C.MOWING - (TALL FESCUE LAWNS) - THE LAWN SHALL BE MOWED AT AHEIGHT OF 2" WITH A ROTARY MOVER, EQUIPPED WITH ROLLER, BEFORE ITREACHES 3" IN HEIGHT. COLLECT GRASS CLIPPING DURING MOWINGOPERATIONS AND REMOVE FROM THE SITE. AFTER EACH CUTTING, THE EDGEOF THE GRASS SHALL BE TRIMMED TO A NEAT AND UNIFORM LINE. THELAWN EDGES SHALL BE MAINTAINED NEATLY AT ALL TIMES.30.0 GROUNDCOVER AND SHRUB AREA MAINTENANCEA.WATERING - NEW PLANTINGS SHALL BE WATERED ONCE PER DAY FOR TWO(2) WEEKS AFTER INSTALLATION. REDUCE WATERING TO EVERY OTHER DAYFOR THE NEXT TWO (2) WEEKS. WATER THEREAFTER THREE (3) TIMES PERWEEK UNTIL FINAL ACCEPTANCE.B.FERTILIZATION - REFER TO SOILS REPORTC.DISEASE AND PEST CONTROL - REFER TO LICENSED PEST CONTROLSPECIALISTS.D.PRUNING - ALL SHRUBS AND TREES SHALL BE PINCH PRUNED AS NECESSARYTO ENCOURAGE NEW GROWTH AND TO ELIMINATE RANK SUCKER GROWTH.DO NOT BALL SHRUBS. OLD FLOWERS, AND DEAD FOLIAGE AND LIMBSSHALL BE REMOVED. NO MAJOR TREE PRUNING SHALL BE DONE WITHOUTTHE APPROVAL OF THE LANDSCAPE ARCHITECT. CONTACT LANDSCAPEARCHITECT 48 HOURS IN ADVANCE OF ALL PRUNING PERIODS.E.WEEDING - ALL PLANTING AREAS INCLUDING LAWN AREAS SHALL BE KEPTWEED-FREE AT ALL TIMES. WEEDS SHALL BE DUG OUT BY THE ROOTS ANDDISPOSED OF OFFSITE. UPON COMPLETION OF THE CALLED FORMAINTENANCE PERIOD, THE CONTRACTOR SHALL FERTILIZE PER #28 - LAWNMAINTENANCE AND #29 GROUNDCOVERS AND SHRUB AREA MAINTENANCEOF THESE SPECIFICATIONS.31.0 GUARANTEE AND REPLACEMENTSA.ALL SHRUBS AND GROUNDCOVER SHALL BE GUARANTEED BY CONTRACTORAS TO GROWTH AND HEALTH FOR A PERIOD OF 90 DAYS AFTER COMPLETIONOF THE SPECIFIED MAINTENANCE PERIOD, AND/OR FINAL ACCEPTANCE BYTHE LANDSCAPE ARCHITECT. ALL TREES UP TO 24" BOX SIZE SHALL BEGUARANTEED BY CONTRACTOR TO LIVE AND GROW IN AN ACCEPTABLEUPRIGHT POSITION FOR A PERIOD OF ONE (1) YEAR AFTER COMPLETION OFTHE SPECIFIED MAINTENANCE PERIOD, AND/OR FINAL ACCEPTANCE BY THELANDSCAPE ARCHITECT. TREES IN 24" BOXES OR LARGER, AND ALL FIELDGROWN SPECIMENS SHALL BE GUARANTEED BY CONTRACTOR TO LIVE ANDGROW IN AN ACCEPTABLE UPRIGHT MANNER FOR A PERIOD OF ONE (1) YEARAFTER COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD, AND/ORFINAL ACCEPTANCE BY THE LANDSCAPE ARCHITECT.B.ALL PLANTS THAT SHOW SIGNS OF FAILING GROWTH AT ANY TIME DURINGTHE LIFE OF THE CONTRACT, INCLUDING THE MAINTENANCE PERIOD, ORTHOSE PLANTS INJURED OR DAMAGED AS TO RENDER THEM UNSUITABLEFOR THE PURPOSE INTENDED, SHALL BE IMMEDIATELY REPLACED IN KINDAND SIZE AT THE EXPENSE OF THE CONTRACTOR.C.CONTRACTOR SHALL, WITHIN 5 DAYS NOTICE BY THE LANDSCAPEARCHITECT, REMOVE AND REPLACE ALL GUARANTEED PLANT MATERIALSGUARANTEE. REPLACEMENT SHALL BE MADE WITH PLANT MATERIALS ASINDICATED OR SPECIFIED FOR THE ORIGINAL PLANTING, AND ALL SUCHREPLACEMENT MATERIALS SHALL BE GUARANTEED AS SPECIFIED FOR THEORIGINAL GUARANTEED MATERIALS.32.0 CLEAN-UPUPON COMPLETION OF THE WORK IN THIS SECTION, CONTRACTOR SHALLREMOVE ALL RUBBISH, TRASH AND DEBRIS RESULTING FROM HIS OPERATIONS.CONTRACTOR SHALL REMOVE ALL EQUIPMENT AND IMPLEMENTS OF HIS SERVICEAND LEAVE ENTIRE AREA INVOLVED IN A NEAT AND ACCEPTABLE CONDITION INORDER TO GAIN THE FINAL APPROVAL BY THE LANDSCAPE ARCHITECT.33.0 TURF AND/OR GROUNDCOVERSWEEDS WILL BE A CONTINUOUS PROBLEM, MORE SO DURING THE EARLY STAGESBEFORE PLANTINGS BECOME FULLY ESTABLISHED, AND TO A LESSER DEGREETHEREAFTER. ALL AREAS SHOULD BE MAINTAINED WEED-FREE.PART B MAINTENANCE REQUIRED:1. REGULAR MOWING AND EDGE TRIMMING OF GRASS AREAS (TURF).2. PERIODIC APPLICATION OF INSECTICIDES FOR CONTROL OF APHIDS, SNAILS,ETC., AND CHEMICAL CONTROL OF PLANT DISEASES AS DIRECTED BY A LICENSEDPESTICIDE PROFESSIONAL.3. REGULAR REMOVAL OF WEEDS BY HAND, AN/OR PERIODIC APPLICATION OFHERBICIDES FOR CONTROL OF WEEDS SUCH AS BERMUDA GRASS , CRABGRASS,NUTGRASS AND DANDELIONS AS DIRECTED BY A LICENSED HERBICIDEPROFESSIONAL.4. PERIODIC APPLICATION OF ORGANIC FERTILIZERS TO REPLENISH SOILNUTRIENTS REQUIRED FOR HEALTHY TURF AND PLANT GROWTH.5. YEARLY AERATION OF TURF AREAS TO RELIEVE SOIL COMPACTION ANDTHATCH BUILDUP, ALLOWING AIR AND WATER TO REACH THE ROOT SYSTEM OFGRASS.6. CUTTING BACK OF EXCESS GROUNDCOVER TO PREVENT "CHOKING" OF OTHERTREES AND SHRUBS, AND TO KEEP IT FROM GROWING OVER WALKWAYS ANDDRAINS.7. REMOVAL OF TURF BY HAND, FROM WITHIN 12 INCHES OF TREE TRUNKS TOELIMINATE DAMAGE POTENTIAL FROM MOWERS AND STRING TRIMMERS.8. REGULAR GATHERING AND DISPOSAL OF LEAVES AND TRASH.FREQUENCY:1. MOWING OF GRASS WILL NEED TO BE DONE ON A WEEKLY BASIS. EDGETRIMMING WILL NEED TO BE DONE 2 TIMES PER MONTH.2. APPLICATION OF INSECTICIDES AND CHEMICAL CONTROLS, ONLY ASREQUIRED.3. WEED REMOVAL AND/OR APPLICATION OF HERBICIDES, AS REQUIRED.4. APPLICATION OF LAWN FERTILIZER AT LEAST 4 TIMES PER YEAR; MARCH, MAY,JULY, AND SEPTEMBER. APPLICATION OF GROUND COVER FERTILIZER TWO TIMESPER YEAR.5. AERATION AND VERTICAL MOWING OF LAWNS SHOULD BE DONE AT LEASTONCE PER YEAR.6. CUTTING BACK OF EXCESS GROUNDCOVER 4 TIMES PER YEAR.7. GRASS SHOULD BE CONSTANTLY CLEARED FROM AROUND THE BASE OF TREES,BY HAND REMOVAL.8. LEAVES AND TRASH SHOULD BE REMOVED FROM ALL AREAS ON A WEEKLYBASIS.9. REPLENISH MULCH ONCE EACH YEAR OR AS REQUIRED TO MAINTAIN DEPTHSPECIFIED ON PLANS.II. TREESALL AREAS SHOULD BE FERTILIZED ACCORDING TO THE SCHEDULE SET FORTH INTHE SPECIFICATIONS. PERIODIC INSPECTIONS SHOULD EVALUATE THE RESPONSETO THE RECOMMENDED FERTILIZATION PROGRAM AND ADJUSTMENTS MADE ASNECESSARY. SPECIAL FERTILIZATION NEEDS SHOULD BE IDENTIFIED ANDIMPLEMENTED AS NEEDED. MAINTENANCE REQUIRED:1. PERIODIC PRUNING TO REMOVE DEAD, DISEASED OR WEAKENED LIMBS TOPROMOTE HEALTHY AND SYMMETRIC GROWTH OF THE TREE. REMOVAL OF ANYLIMBS, BRANCHES, OR FRONDS WHICH MIGHT IMPACT A BUILDING ORSTRUCTURE UNDER WINDY CONDITIONS. REMOVAL (AND POSSIBLEREPLACEMENT) OF DISEASED OR WEAKENED TREES.2. SELECTED THINNING OR LACING OF TREES.3. STAKING OF YOUNGER TREES TO PROMOTE GROWTH IN THE APPROPRIATEDIRECTION.4. PERIODIC APPLICATION OF INSECTICIDES TO CONTROL INFESTATIONS.5. PERIODIC APPLICATION OF FERTILIZERS TO PROMOTE HEALTHY GROWTH.6. PERIODIC ROOT PRUNING TO AVOID POTENTIAL CRACKING OF SIDEWALKS ORDRIVEWAYS.7. REGULAR INSPECTION OF TREE BREATHER TUBES FOR EXCESS ACCUMULATIONOF WATER IN THE ROOT ZONE.FREQUENCY:1. PRUNING AND TREE THINNING SHOULD BE DONE ONCE A YEAR; TREE REMOVALAND REPLACEMENT - ONCE A YEAR; AND CONFLICTING LIMB, OR BRANCH,REMOVAL DONE ON AN AS-NEEDED BASIS. TREE REPLACEMENT SHOULD BECONSIDERED WHERE EXISTING TREE TRUNK CALIPER EXCEEDS 6 INCHES ANDARE PLANTED IN AREAS OF LESS THAN 5 FEET WIDE.2. TREE THINNING OR LACING, AS REQUIRED, SHOULD BE DONE ONCE PER YEAR.THINNING SHOULD NOT REMOVE IN EXCESS OF 25% OF THE TREE CANOPY.3. TREES SHOULD BE INSPECTED AT LEAST 4 TIMES PER YEAR TO DETERMINEWHETHER STAKING SHOULD BE ADDED, REMOVED OR ADJUSTED.4. APPLICATION OF INSECTICIDES SHOULD BE DONE ONLY AS REQUIRED TOAFFECTED TREES.5. APPLICATION OF FERTILIZERS IN MARCH AND SEPTEMBER OF EACH YEAR TOPROMOTE HEALTHY GROWTH.6. TREE BREATHER TUBES SHOULD BE INSPECTED AS LEAST MONTHLY, ANDMORE OFTEN WHERE TREES OCCUR IN DRAINAGE SENSITIVE AREAS.EFFECTS OF DEFERRED MAINTENANCE:1. FAILURE TO PROVIDE THE MAINTENANCE REQUIRED WILL EVENTUALLY TAKEITS TOLL LEADING TO DETERIORATION OF THE HEALTH AND GENERALAPPEARANCE OF THE PROJECT'S TREES. IMPROPER STAKING OR ROOT PRUNINGCOULD RESULT IN LONG TERM DAMAGE TO ADJACENT HARDSCAPE ORSTRUCTURES.III. SHRUBSALL AREAS SHOULD BE FERTILIZED ACCORDING TO THE MINIMUM SCHEDULE SETFORTH IN THE SPECIFICATIONS. PERIODIC INSPECTIONS SHOULD EVALUATE THERESPONSE TO THE RECOMMENDED FERTILIZATION PROGRAM AND ADJUSTMENTSMADE AS NECESSARY. SPECIAL FERTILIZATION NEEDS SHOULD BE IDENTIFIEDAND IMPLEMENTED AS NEEDED.MAINTENANCE REQUIRED:1. SELECTIVE PERIODIC PRUNING OF SHRUBS.2. APPLICATION OF INSECTICIDES TO CONTROL INFESTATIONS (SUCH AS APHIDS).3. APPLICATION OF SNAIL BAIT TO PREVENT SNAILS FROM DEVOURING SHRUBSAND PLANTS.4. PERIODIC APPLICATION OF FERTILIZERS TO PROVIDE THE NUTRIENTSNECESSARY FOR HEALTHY GROWTH.5. APPLICATION OF CHEMICAL CONTROL FOR FUNGUS, BACTERIAL, AND VIRALINFESTATIONS.6. MONITORING OF VINES AND "ESPALIERED" PLANTS TO INSURE THEY ARENEATLY PRUNED AND SECURELY ATTACHED TO WALLS OR FENCES.7. MAINTAIN MEDIUM GRIND SHREDDED MULCH AT A UNIFORM 3" THICKNESS INORDER TO SUPPRESS WEED GROWTH, MINIMIZE THE USE OF HERBICIDES ANDCONSERVE WATER. ENSURE PLANTS ARE NOT COVERED AT BASE OF STEM.FREQUENCY:1. PRUNING SHOULD BE DONE AS NEEDED TO PREVENT SHRUBS AND PLANTSFROM BECOMING "RANGEY" AND TO CONTAIN THEIR SIZE. PRUNING SHOULD BEDONE WITH CARE NOT TO "POODLE" SHRUBS. ALL TRIMMINGS SHOULD BEPROMPTLY REMOVED FROM THE SITE.2. APPLICATION OF INSECTICIDES, ONLY AS REQUIRED.3. AS SNAILS CAN BE A PROBLEM IN THIS AREA, SNAIL BAIT SHOULD BE APPLIEDAS REQUIRED TO CONTROL THE PROBLEM.4. FERTILIZATION OF SHRUBS WILL OCCUR IN CONJUNCTION WITH THEFERTILIZATION OF GROUND COVER AREAS, AS DISCUSSED EARLIER. SHRUBSSHOULD BE REGULARLY MONITORED FOR SIGNS OF MICRO-NUTRIENTDEFICIENCY, AND TREATED ACCORDINGLY AS NEEDED.5. APPLICATION OF FUNGICIDES, BACTERICIDES, ETC., AS SYMPTOMS APPEAR.6. VINES AND ESPALIERS SHOULD BE MONITORED ON AN "ON-GOING" BASIS.EFFECTS OF DEFERRED MAINTENANCE:1. NEGLECT WOULD RESULT IN DETERIORATION OF THE SHRUBS , EVENTUALLYREQUIRING REMOVAL, REPLACEMENT, OR "DRASTIC" PRUNING OF SHRUBS, ANDLOSS OF AESTHETIC APPEARANCE.