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HomeMy WebLinkAboutDWG 477-9M; CT 12-05; MONTECINA MODELS; 01-14LANDSCAPIE CONSTRUCTION DOCUMENTS INDEX MAP CLIENT TAYLOR MORRISON 8105 IRVINE CENTER DRIVE, SUITE 1450 IRVINE, CA 92618 TEL: 949-341-1200 LANDSCAPE ARCHITECT SJA, INC. 31726 RANCHO VIEJO ROAD, SUITE 201 SAN JUAN CAPISTRANO, CA 92675 TEL: (949) 276-6500 FAX: (949) 276-6506 CONT ACT: DENNY SMITH GALL r , N.T.S. CITY OF CARLSBAD NOTE: • • TaylorMorrison~ CITY OF CARLSBAD NOTES: PRIOR TO THE START Of GRADING, Tl IE APPLICANT OR APPLICANT'S AGENT SIIALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING TIIE TIMING OF TIIE SLOPE PLANTING AND IRRIGATION. TIIE SCIIEDULE SIIALL SIIO\V TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB \VALLS IMMEDIATELY AFTER ROUGI I GRADING AT EACI I LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. PLANTING AND IRRIGATION FOR Tl IE SLOPE AREAS SI !ALL BE COMPLETELY INSTALLED, AS SI 1O\VN ON Tl IE APPROVED PLANS, \V!TIJIN 30 DAYS AFTER TIIE IRRIGATION INSTALLATION FIRST COMMENCES. CITY OF CARLSBAD NOTES: INSTALLATION OF IRRIGATION AS SIIO\VN ON TIIE APPROVED PLANS SHALL COMMENCE \VITI JIN IO DAYS Of TI IE TIME \VHEN EACH SLOPE IS BROUGHT TO GRADE AS SI 1O\VN ON THE APPROVED GRADING PLANS. I AM FAMILIAR \VITI! THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN TIIE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I !JAVE PREPARED Tl IIS PLAN IN COMPLIANCE WITII THOSE REGULATIONS AND TllE LANDSCAPE MANUAL AND AGREE TO COMPLY \VITII ALL TIIE REQUIREMENTS WIIEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS TIIOSE REGULATIONS TO PROVIDE EFFICIENT USE OF \VATER. URE OF LANDSCAPE ARCHITECT DATE DECLARATION OF RESPONSIBLE CllARGE I IIEREBY DECLARE TIIAT I AM THE LANDSCAPE ARCHITECT OF THE WORK FOR TIIIS PROJECT, THAT I IIA VE EXERCISED RESPONSIBLE Cl IARGE OVER THE DESIGN OF TIIIS PROJECT AS DEFINED IN SECTION 6703 OF Tl IE BUSINESS PROFESSIONS CODE AND Tl IE DESIGN IS CONSISTENT WIT!! CURRENT ST ANDA RDS. I UNDERSTAND THAT Tl IE CI !ECK OF PROJECT ORA \VINGS AND SPECIFICATIONS BY T!IE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCIIITECT OF \YORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS IIAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE SUPPRESSION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. 2-7-14 ' A URE OF LANDSCAPE ARCHITECT DATE A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF TI IESE PLANS IS FOR LANDSCAPE AND PLAINTING AND IRRIGATION ONLY. NOTE: ALL SPECIALTY PAYING, IRRIGATION & PLANTING WITIIIN TIIE RIGHT-OF-WAY SHALL BE REMOVED & REPLACED \VITI! PRODUCTION PAYING & LANDSCAPING PRIOR TO PERMANENT OCCUPANCY OF THE MODEL HOMES. INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR I !IS DESIGN A TED AGENT. REFER TO Tl IE SPECIFICATIONS FOR THE SCIIEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE \YORK, TIIE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTIFICATION FORM". A REQUEST FOR A FINAL LANDSCAPt: INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING INSPECTION REQUEST LINE. "FINAL LANDSCAPE CERTIFICATION FORM" FAX TO: LANDSCAPE INPSECTION REQUEST PHONE LINE: 760-944-8943 767-602-4602 s J H /1111,l,,•111,e 0/rrlrit,•n,rr~ / u" ,J JI /a 11 ,r r,r, 31726 R,mcho Viejo Road I Suite 201 San Juan Capi~tnmo, CA 92675 ,, ,..k. ,;a,",· ro m - ►• ◄ 0 - i~i - Know what's below. Call before you dig. 1.;'i,U S CAp l ~ \,~ !,l)//~ ~.., , __ /· ~ ""..:, C I.zj '<' ~. ;/-~ '-' ,.,., -co ~ ~ -* I! * ~, 1-21-14 0° .,,l'c' 11-,11 _/,,~ or C\c\'~ Expiration Date: - VICINITY MAP CllY • \ NOT TO • SCA!£ CITY OF VISTA ~o~ CllY or SAN MARCOS PROJECT SITE PACIFIC OCEAN CllY OF ENCINITAS LEGAL DESCRIPTION BEING A PORTION OF THAT LAND DESCRIBED IN DOCUMENT NO. 20040025484. FILED ON THE OFFICE OF TIIE COUNTY RECORDER OF SAN DIEGO COUNTY ON JANURARYI 3, 2004. ALSO BEING A PORTION ON PARCEL "A" OF CERTIFICATE OF COMPLIANCE FILED IN THE OFFICE Of THE COUNTY RECORDER/ APN & LOCATION APN: 223-050-68-00 AND 223-060-31-00 SHEET INDEX TITLE SHEET CONSTRUCTION PLAN CONSTRUCTION DETAILS CONSTRUCTION SPECIFICATIONS IRRIGATION PLAN IRRIGATION DETAILS IRRIGATION SPECIFICATIONS PLANTING PLAN PLANTING DETAILS PLANTING SPECIFICATIONS --/_\ - DATE INITIAL DATE INITIAL DATE 1 2 3-5 6 7-8 9-10 11 12 13 14 INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL APPROVED FOR !RR/GA T/ON ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. - RCE EXP. DATE REVIEWED BY: INSPECTOR DATE I SHlEET I Cl'l'Y OF' CAHLSBAD LHJ PLANNING DIVISION - I. \ j\ I) ::T .-\ I' f: 1111'1-:0\L\lf:,T l'l .. \~c n11:. 1[0NTECINA. RESIDEKTJ _1.\L -1IODELS I APPROVED: ~l er-~1~t I ~·II• I-± PLANNING OWN BY: PROJECT NO. DRAWING NO. CHKD BY: CT 12-05 477-9M RVWD BY: -2-1-1-1 / / B / / 2 r-------11-...__, -~---------------------------- III 811 I / Know whars below. Call before you dig. NOTE THIS PROJECT SHALL CONFORI,/ TO THE 2010 EDITIONS OF THE CALIFORNIA BUILD/NC CODE, UN/FOR/,/ 1,/ECHAN!CAL CODE, UN/FOR/,/ PLUl,/B!NC CODE, AND CALIFORNIA ELECTRICAL CODE (BASE ON THE 1999 FDITION OF !Ht NATIONAL a,c !RIC CODE}, AND Cl TY AND COUNTY LA 115 AND ORDINANCFS m 17 18 4' 4' 2' t 3' 2' 3' 5' A J.IJG.li-,-------, I I @ I TLRF ~ Dd ~ ~ □□□ ~. AL@ □~"'~ 3' PLAN3C "MONTEREY" LOT2 4'-6" I I I I I I I I I l @ @ m PLAN2B "TUSCAN" LOT3 G 4 I F 4 3' 24"SQ. TYP. 4' 7 3' 2' 6 ¥: "' ~~ ® 18' TYP. 15 6 .; "' ;,- " ... ~ [I],_J) , ____ ,-" ,l 4'SQ.,l TYP. 6' H ...___-1-"-"----lTYP. 4 m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ffllffl "'" ,/,' ,IJ)<' ,, I. ~I,,,,· r" r ,. I,, 11 d pl,, ,r ,r, rr ~ .l l 72f, R;rnchu VicJ(l Ru11<i I Suite 201 San Juan Capistrano, CA 92675 ,, " ,, ' '" r"' , ""' "" 24' PARKING .; LOT4 i::: "' TEMPORARY A/C PARKING LOT io 0 @] "' DATE INITIAL Expiration Date: DESIGNER OF WORK SIGN LEGEND (SUPPLIED BY OWNER, INSTALLED BY CONTRACTOR) (D SALES INFORMATION SIGN. (D MODEL IDENTIFICATION SIGN. (D 'WATCH YOUR STEP' SIGN. @ PARKING LOT SIGN. (j) HANDICAP PARKING SIGN -PER CITY OF CARLSBAD SPECIFICATIONS @ PROJECT LD. SIGN (J) HANDICAP ACCESSIBLE RESTROOM SIGN. @ WATER EFFICIENT LANDSCAPE SIGN. SIZE SIGN SO THAT IT IS VISIBLE AND READABLE FROM THE ROADWAY. SIGN SHALL BE WHITE WITH BLACK CAPITAL LETTERING AT LEAST 2 INCHES HIGH & SHALL STATE: "THIS MODEL HOME USES WATER EFFICIENT LANDSCAPING AND IRRIGATION" NOTE: ALL SIGNAGE IS TEMPORARY. SIGN AGE TO BE MANUFACTURED/PROVIDED BY THE OWNER -REMOVE@ MODEL BUILD OUT SYMBOL LEGEND EQ. EQUAL I!, PROPERTY LINE AC AIR CONDITIONING UNIT PA PLANTER AREA 'i', CENTERLINE SQ. SQUARE TYP. SIM. TYPICAL SIMILAR ALIGN WI ADJACENT SURFACE A STAIR RISER -SEE DETAIL PER PLAN % HANDICAP ACCESSIBLE ROUTE 20: I MAX W / 2% MAX. CROSS SLOPE y @II CURB CORE LOCATIONS AREA DRAINS SEE DETAIL H/3 EXPANSION JOINT -·-4" DIAMETER NONPERFORATED ABS DRAIN PIPE. □ AREA DRAIN PER CIVIL'S PLANS NOTE: CONNECT ALL DOWNSPOUTS TO LANDSCAPE DRAINAGE SYSTEM PA YING LEGEND* @ 3-112" THICK CONCRETE PAVING (DRIVEWAY THICKNESS PER ENGINEER) WI 314" DEEP SAWCUT JOINTS, TOPCAST 25 FINISH -NO COLOR -SEE DETAIL 113 @ 3-112" THICK CONCRETE PAVING WI 3/4" DEEP SAWCUT JOINTS AND TOPCAST 25 FINISH -NO COLOR -SEE DETAIL 1/3 @ 3" DEEP LAYER 3/8" PEA GRAVEL -COLOR: PALM SPRINGS GOLD -AVAIL THRU: SOUTHWEST BOULDER & STONE (877) 792-7625 -PLACE OVER FILTER FABRIC -INSTALL W/ ALUMINUM EDGING WHERE APPLICABLE @ RANDOM SHAPED STONE PAVING: TO BE AUTUMN GOLD QUARTZITE. RANDOM SHAPE LARGE SLABS, 1-2" THICK MAX.· AVAIL THRU: MODERN BUILDERS SUPPLY INC. (949) 254-4692 -OVER 3-1/2" THICK CONCRETE BASE -SEE DETAIL D/3 @ TEMPORARY 3-1/2" THICK CONCRETE PAVING W/ 3/4" DEEP SAWCUT JOINTS AND TOPCAST 25 FINISH -NO COLOR -SEE DETAIL H/5 -TO BE REMOVED@ MODEL BUILD OUT © 3-112" THICK CONCRETE STEPPERS WI TOPCAST 25 FINISH -INTEGRAL COLOR TO BE SELECTED-SEE DETAIL G/3 © 3" DEEP LAYER 3/8" PEA GRAVEL· TO BE CHAMOIS BEIGE-AVAIL THRU: SOUTHWEST BOULDER & STONE (877) 792-7625 • PLACE OVER FILTER FABRIC BRICK PAVING: TO BE BELDEN 'BRIDGEPORT BLEND A' -BUTT JOINT IN STACKED JACK ON JACK PATTERN W/ SAND FILLED JOINTS -AVAIL THRU: MODERN BUILDERS SUPPLY INC. (949) 254-4692 -OVER 3-112" THICK CONCRETE BASE -SEE DETAIL Dl3 0 3-112" THICK CONCRETE PAVING WITH 314" DEEP SAWCUT JOINTS & STAINED FINISH. COLOR AND JOINTS TO MATCH INTERIOR OF SALES OFFICE -COO RD IN A TE COLOR WITH INTERIOR DESIGNER • ALL MATERIAL & PAVING SELECTIONS SPECIFIED THRU MODERN BUILDERS SUPPLY ARE HAND-TAGGED BY MODERN BUILDERS SUPPLY ONLY. CONTACT GREG DRAZIL@; 949-254-4692 CONSTRUCTION NOTATION [I) FENCT,G PER PRODLCTIO's PLANS (TYP.) [I) PRODLCTIO\; STOOP (TI PRODLCTIO'." PARKWAY [TI SHOVELCLTLAWN EDGE(TYP.) (I] PRODLCTIO's SIDEWALK ITYP.) (I] TEMPORARY SALES OFFICE E'sTRY DOOR -TO BE RE\10VED r~ MODEL BULD OUT m A'C LOCATIO'." ·TOBE VERIFIED I'-FIELD [I) TEMPORARY HAlsDICAP ACCESSIBLE PATH OF TRAVEL W 1 5% MAX. SLOPE & 2% \1AX. CROSS SLOPE -TO BE RE\10VED ~4: \10DEL BLILD OLT !JD TEMPORARY HANDICAP ACCESSIBLE PARKl'-G SPACE w• SIG'."AGE & 36" MIN. SQ. u,IVERSAL ADA SYMBOL!'- ADA APPROVED REFLECTIVE WAR'-11\G MATERIAL -TO BE REMOVED '.<i, MODEL BULD OLT ufil TEMPORARY ADA ACCESSIBLE RESTROOM· TO BE REMOVED .g \10DEL BCILD OLT III) TEMPORARY WOOD SCREEN FE'."CE -TO BE REMOVED 'u, MODEL BLILD OCT. SEE DETAIL C5 (ill TEMPORARY HA'sDICAP ACCESSIBLE STRIPED LOADl'sG ZO'IE TO BE ADA APPROVED REFLECTIVE WAR!sl'sG MATERIAL W.' "~O PARKl'.\(i" PAl'.\TED I'.\ 12" HIGH LETTERING 11' ADA REFLECTIVE WARNl'sG MATERIAL SO IT MAY BE VISIBLE FOR LOCAL TRAFFIC E'.\FORCEME~T-TO BE REMOVED(«: \10DEL Bl'ILD OLT [TI] TE\1PORARY A 'C PARKl'.\G LOT -TO BE REMOVED (l{ MODEL BUILD OCT [j] OVERHEAD PER ARCHITECTCRE ~ TE\1PORARY WHEEL STOP -TO BE REMOVED fii: \10DEL BL'ILD OCT llii] POTS -REFER TO PLA'."TIKG PLA'." [j] TRAP FE'."CE ACCESS GATE WI CA'."E BOLT & LOCK -TO BE REMOVED@ MODEL BLILD Ol:T -SEE DETAIL F'.1 [IE} TRAP FE'.\CE -TO BE RE\10VED (? MODEL BCILD OCT - SEE DETAIL A/4 EB PARKllsG LOT POLE LIGHT. BY OTHERS fill FESTOO'S LIGHTl!\G --LIGHTCRAFT OCTDOOR E'sVIRONMENTS-BISTRO LIGHTl'-G-BK-A-12 W1 L-BK-\1EDJU\1-12 (15W CLEAR BL'.LB-PH: 818-349-2663 - l'.\STALL W.' JL'.\CTIO'.\ BOX & SWITCH 'sOTE: ALL "OR EQCAL" ITEMS SHALL BE APPROVED BY THE LA'SDSCAPE ARCHITECT PRIOR TO PLRCHASE A'."D10R 1'."ST ALLA nots. IF ITEMS DO KOT MATCH SPEC., co,TRACTOR SHALL BE REMOVE AND REPLACE SAID ITE\,IS WITH ITEMS THAT MATCH SPEC. TO THE SATISFACTIO'-OF THE LANDSCAPE ARCHITECT A'sD OWNER. ALL AT 'CO COST TO THE OW'sER. 10' 0 10' SCALE: 1" = 10' APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCA T/ON OF PLANTING AREA. RCE EXP. DATE REVIEWED BY: INSPECTOR DATE 30' I SH2ET I Cl'l'Y 01-' CAHLSBAD Lill PLANNING DIVISION . I \, ll ,1 \l'I l\ll'l'.Cl\ I \II, I l'I '"' I 01: l\IOKTEC' IK c\ RESIDEKTI_-\L ~IC)DELS I APPROVED: ti:1) C:f;, E:,\l.pit ~ -11-t4 PLANNING REVISION DESCRIPTION OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: 477-9M DTHER APPROVAL CITY APPROVAL RVWD BY: CT 12-05 LEGEND 0 0 G) © 0 © 0 ® ® MULCH-FEATHER TO GRATE IN PLANTING AREAS SUBGRADE -PER SOILS REPORT 6" DIA. EXTENSIONS -LENGTH: AS REQUIRED NDS 100 CATCH BASIN FINISH GRADE -SLOPE TO DRAIN 2% MIN 6" DIA. DRAIN GRADE -GREEN 4" SDR 35 PIPE 4" SQ. BRASS DECK DRAIN ADJACENT PAVING DECK DRAIN 9 kc-----{3 Lc'C'-'0 ' "e::"'cJ::'t:S.~~---f 4 --------{7 TURF AREA SHRUB AREA -------__/ 7 H AREA DRAINS SCORE LINE AND EXPANSION JOINT SCHEDULE 4' WALKS -SCORE@ 4' O.C. WI EXP. JTS.@ 20' 0.C. 3" ----'2 • • • -• SECTION LEGEND (D 1/4" POLY FELT EXPANSION JOINT -FILL TOP 1/4" WITH THIOKOL OR APPROVED EQUAL (1) FINISH SURFACE -SEE CONSTRUCTION LEGEND FOR FINISH G) 6"x6"x!0x!O E.W.W.M. CENTERED IN PAVING (UNLESS OTHERWISE DIRECTED BY SOILS REPORT) @ I" DEEP MIN. SCORE LINE G) 1/2" RADIUS TYP. @ 90% COMPACTED SUBGRADE I CONCRETE PAVING WIDTH PER PLAN 3" < ,, ' ' ' -------13 ~ ~ ~ "' "' ~ ~ u -~ I-- LEGEND 2 4 CD FINISH TO BE SELECTED 0 REINFORCEMENT PER SOILS REPORT (D 1/2" RADIUS ALL EDGES @ SUB BASE PER SOILS REPORT G) FINISH GRADE G P.I.P. CONCRETE PAD E I--~ 0 ~ ~ ~ "' ....l -0 "' F I--~ 0 ~ ~ ~ "' ....l -0 "' "' w ~ D 4 1%S!.OPl:i - r II ---{6 LEGEND (j) 1/4" DRIP TUBE-CONNECT TO ADJ. IRRIGATION W/ BUG CAP & (I) 2 GPH EMITTER Q) POT BASE OR PILASTER (D POT WI PLANTING -SEE PLANTING PLAN FOR POT SCHEDULE @) I 1/2" SCH 40. PVC DRAINLINE: CONNECT TO LANDSCAPE DRAINAGE SYS. -WI 1/4" DRIP TUBE INSIDE FOR PLANT IRRIGATION (v 2" DP. 3/4" DRAIN ROCK OVER FILER FABRIC @ SEALANT NOTE: POT IRRIGATION SHALL BE CONNECTED TO THE AUT0\1A TIC IRRIGATION SYSTEM POT DRAINAGE & IRRIGATION 6' 4' ~ 2 ~ I N 8 v 3 ~I., [... IL, ' ' ,,, - 4 . . . •• V • • ~ . .'L . . ,',: ·:·t ::E' . . .. ·•·······~ ,,, •• --'··" bl 1 '-0" LEGEND 1. 2" SQ. x .120 TUB. STEEL POST@ 8' O.C. MAX WITH CAP & 2.5" DIA. SPHERE 2. I" X 2" TOP, BOTTOM & SIDE RAIL CHANNEL 3. 5/8" SQ. TUB. STEEL PICKETS @ 4" O.C. 4. CONCRETE FOOTING WITH SLOPED TOP 5. 90% COMPACTED SUBGRADE 6. GATELATCHW/PADLOCK 7. 8. (3) H.D. GALVANIZED HINGES STEEL NOTES -PAINT-ALL TUB. STL. SHALL RECEIVE: (2) COATS RUST INHIBITIVE PRIMER (2) COATS FLAT BLACK PAINT -GRIND ALL WELDS SMOOTH TRAP FENCE ACCESS GA TE 5 LEGEND 2 0 TILE/STONE/BRICK PAYING -THICKNESS MAY VARY 0 MORTAR LEVELING BED G) BASE PER SOILS REPORT 3 © COMPACTED SUBGRADE PER SOILS REPORT 4 0) REINFORCEMENT PER SOILS REPORT TILE/ STONE/ BRICK PAVING A 4" 8" f-----------1--~ l~l ______,l----,L---------------'k- LEGEND CD ADJACENT PAVING OR FINISH GRADE (I) BRICK TREADS WITH 1/2" CANTILEVER (TYP.). SLOPE MIN. 1/8" PER FOOT BRICK STEPS -PLAN 3 1-1/2" TYP. ___.--j 6 00 • • ,l 1/2" <J <J • G) BRICK RISERS © COMPACTED SUBGRADE PER SOILS REPORT G) EXPANSION JOINT @ CONCRETE BASE -REINFORCEMENT PER CONTRACTOR BRICK RISERS & TREADS: -BRICK TO MATCH ADJACENT PAVING ----------L', LEGEND CD (2) FULL BRICK VENEER CAP -TO MATCH ARCHITECTURE 0 P.J.P CONCRETE FOOTING G) 8" WIDE CMU-GROUT ALL CELLS SOLID 0 COMPACTED SUBGRADE PER SOILS REPORT G) FINISH GRADE/SURF ACE @ BRICK VENEER -TO MATCH ARCHITECTURE STRUCTURAL NOTE: ALL WALLS UNDER 5'-6" SHALL CONFORM TO SAN DIEGO REGIONAL STANDARD DRAWING DETAILS B FREESTANDING BRICK WALL-PLAN 3 FRONT TURF / PLANTING AREA C HEADER/GRAVEL EDGE ffllffl / u ,r ,/, ,· •• /J < ,1 t , /1 1 I,:, 1 r. , ,. I,," d 11 I.," 11'" !! .\ 1726 Ranl'ho Viejo Road I Sui le 20 I San Juan Capistr,mo. CA 92675 " " ·,, 'I,, r t1 , •·""' Expiration Date: 2 LEGEND ~ CD -4 3/16" THK. "t -=G 3 ALUMINUM HEADER 0 FINISH GRADE@ PLANTING AREA G) ALUM./ STEEL ST AKE @ 4'-0" MAX., 3 3 SECURE WITH (2) S.M. SCREWS. @ FINISH SURFACE OF D.G. I GRAVEL CD TURF SIDE D.G. I PLANTING AREA I SH3ET I APPROVED FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. RCE EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD U±J PLANNING DIVISION . I l~ll'l 11'1 1111'1:0I I Ill~ I 1"1 \~' I 01: 'dC)f\TECif\_-\ RESIDEKTL-\L \IO DEL~ 1---+--t--------------+----+--+---+-----l 1-AP_P_Ro_vE_D_: ~/1._~--=-.,_1 ~<-v~-{:."""-'(\"".:,,..,_,;tt_~ _PLANNING DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. CT 12-05 I DRAWING NO. 477-9M ,_ . 24" SQ. 6 14r~k,---------1 12)---~ 13>--~ F G . . • 6"., I • • I • I " LEGEND CD 2" HIGH CMU CAP -TO RECEIVE I" THK. STUCCO FINISH TO MATCH HOUSE 0 CMU -GROUT ALL CELLS SOLID G) ADJACENT STEPS 0 FINISH GRADE 0) COMPACTED SUBGRADE PER SOILS REPORT 9 © I" THK. STUCCO FINISH TO MATCH HOUSE -END I" ABOVE F.G. & PAINT EXPOSED CMU TO MATCH G) POT -PER PLANTING PLAN @ DRAIN AND IRRIGATION -SEE DETAIL C/3 ® NO. 3 VERT. AT EACH CORNER -MIN. 2" CLR. @) NO. 4 HOOP AT TOP, BOTTOM & FOOTING -MIN. 2" CLR. @ CONCRETE FOOTING @ ADJACENT FINISHED SURFACE @ CONCRETE SUB-BASE (8) EXPANSION JOINT '° N - STUCCO POT PEDESTAL-PLAN 2 FRONT r 12" 1· ~ ..J I" TY .. F.G. '1l c,J tll I ' tll ' c,J o2 -< 5 > 6 "' • • • • •i " • " • LEGEND '----<.1 0 CMU, GROUT ALL CELLS SOLID "-----<4 0 I" THK. STUCCO FINISH TO MATCH HOUSE -END I" ABOVE F.G. & PAINT EXPOSED CMUTOMATCH G) P.1.P. CONCRETE FOOTING © COMPACTED SUBGRADE PER SOILS REPORT (D ADJACENT FINISHED GRADE @ 4" DIA. SCH. 40 PVC PERFORATED DRAIN LINE WI ONE CUBIC FT. DRAIN ROCK PER LINEAR FOOT OF WALL - WRAP W/ FILTER FABRIC -DAYLIGHT@ LOT DRAINAGE G) WATERPROOF MEMBRANE © 2" HIGH CMU CAP TO RECEIVE I" THK. STUCCO FINISH TO MATCH HOUSE STRUCTURAL NOTE: ALL WALLS UNDER 5'-6" SHALL CONFORM TO SAN DIEGO REGIONAL STANDARD DRAWING DETAILS STUCCO WALL -PLAN 2 FRONT z -< ...l ~ ~ ~ en en ~ -~ -< > z -::E < 4" HOUSE 8" k " I . I ' -'.!.. I ..._ < ' ' / " 6' 46" +/- ~~-~',-..L'r,-cl--J~ " •-~. •" ~-----~-- LEGEND (D BRICK VENEER -TO MATCH HOUSE G) BRICK CAP -TO MATCH HOUSE -MITER CORNERS G) NO. 3 BAR@ 16" O.C. EA. WAY -MIN. 2" CLR. 0 GAS KEY LOCATION CD P.I.P. CONCRETE © COMPACTED SUB-GRADE PER SOILS REPORT G) ® FINISHED SURFACE D BRICK FIRE PIT -PLAN 3 REAR (2) FULL I 8" BRICKS 2 i------..... • • • • • • • 4 . • 4 • • • 4 : .... ,--'•......:•::.,....,.-~-....,...-----' : NOTE: ALL REINFORCEMENT SHALL BE PER STRUCTURAL ENG. E BRICK SEAT -PLAN 3 REAR SEE PLAN -ALIGN W/ HOUSE 5 \Cl ; 00 - (v 4" FIRE BALLS -NATURAL COLOR. AVAILABLE THROUGH WWW.MODERUSTIC.COM @) CAST IRON DRAIN -CONNECT TO LOT DRAINAGE SYSTEM @ SAND BASE @ STAINLESS STEEL BURNER @ GAS SUPPLY LINE LEGEND CD 0 0 0 0 G) BRICK VENEER CAP-TO MATCH ARCHITECTURE-MITER CORNERS@SEAT BACK P.I.P CONCRETE FOOTING -PER STRUCTURAL CMU-GROUT ALL CELLS SOLID COMPACTED SUBGRADE PER SOILS REPORT FINISH GRADE BRICK VENEER -TO MATCH ARCHITECTURE 4" DIA. SCH. 40 PVC PERFORATED DRAIN LINE WI ONE CUBIC FT. DRAINROCK PER LINEAR FOOT OF WALL-WRAP WI FILTER FABRIC © WATERPROOF MEMBRANE (D FINISHED SURFACE @) TOP OF ADJACENT WALL LEGEND CD CMU, GROUT ALL CELLS SOLID 0 I" THK. STUCCO FINISH TO MATCH HOUSE -END I" ABOVE F.G. & PAINT EXPOSED CMU TO MATCH G) P.1.P. CONCRETE FOOTING 0 COMPACTED SUBGRADE PER SOILS REPORT G) ADJACENT FINISHED GRADE @ ADJACENT FINISHED SURFACE G) EXPANSION JOINT A B st N C .,.F-...-..~-0 POT -REFER TO PLANTING PLAN • ' . I "' I I • I " ® DRAINAGE & IRRIGATION FOR POT -SEE DETAIL E/3 @) 2" HIGH CMU CAP -TO RECEIVE I" THK. STUCCO FINISH TO MATCH HOUSE ffllffl I,,",/,,·,, /J<' <1i·,· I, r r,·,· I,,,<' I" i, ./ /1 I.," 11 ,,. I( 4 STRUCTURAL NOTE: ALL WALLS UNDER 5'-6" SHALL CONFORM TO SAN DIEGO REGIONAL STANDARD DRAWING DETAILS ] 1726 Rancho Viejo Road I Suite 20 I San Juan C1pis1runo, CA 92675 ">•" 'I•''"' ,·<Jm H STONE POT WALL -PLAN 2 FRONT LEGEND I. 2" SQ. x .120 TUB. STEEL POST@ 8' O.C. MAX WITH CAP & 2.5" DIA. SPHERE 2. I" x 2" CHANNEL TOP & BOTTOM RAIL. 3. 5/8" SQ. TUB. STEEL PICKETS@ 4" O.C. 4. 5. CONCRETE FOOTING WITH SLOPED TOP 6. 90% COMPACTED SUBGRADE STEEL NOTES -PAINT-ALL TUB. STL. SHALL RECEIVE: (2) COATS RUST INHIBITIVE PRIMER (2) COATS ENAMEL PAINT -COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT -GRIND ALL WELDS SMOOTH TRAPFENCE 1-1/2" TYP. 3 6 N - ® 7 ;z: ; -~ ::E • ... • 4 • 00 ..,. • ,,., ' N • - • "' • "' • N 5 . . 6 I '-0" LEGEND CD 0 0 0 0 0 CD (2) FULL BRICK VENEER CAP -TO MATCH ARCHITECTURE P.I.P CONCRETE FOOTING 8" WIDE CMU-GROUT ALL CELLS SOLID COMPACTED SUBGRADE PER SOILS REPORT FINISHED SURF ACE BRICK VENEER TO MATCH ARCHITECTURE 4" DIA. SCH. 40 PVC PERFORATED DRAINLINE WI ONE CUBIC FT. DRAINROCK PER LINEAR FOOT OF WALL-WRAP WI FILTER FABRIC @ WATERPROOF MEMBRANE STRUCTURAL NOTE: ALL WALLS UNDER 5'-6" SHALL CONFORM TO SAN DIEGO REGIONAL STANDARD DRAWING DETAILS BRICK RETAINING WALL -PLAN 3 REAR 3 FULL BRICKS _,,.---( 5 • J • • I • • ... .I.I • ~-1-• • 4 6" ¼ 12 ------------5 N - LEGEND CD 0 0 0 0 © CD ® ® @ @ @ POT -REFER TO PLANTING PLAN BRICK VENEER CAP -TO MATCH ARCHITECTURE TOP OF ADJACENT STEPS P.l.P CONCRETE FOOTING CMU-GROUT ALL CELLS SOLID # 4 HOOP-TOP, MIDDLE, AND FOOTING # 3 VERT. AT EACH CORNER COMPACTED SUBGRADE PER SOILS REPORT FINISH GRADE BRICK VENEER-TO MATCH ARCHITECTURE IRRIGATION & DRAINAGE SLEEVE -REFER TO DETAIL E SHEET 3 EXPANSION JOINT ADJACENT FINISHED SURFACE BRICK POT PEDESTAL -PLAN 3 FRONT DA TE INITIAL DATE INITIAL DATE INITIAL Expiration Date: DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCA T/ON OF PLANTING AREA. RCE EXP. DATE REVIEWED BY: INSPECTOR DATE I SH4ET I Cl'l'Y 01-' CAHLSBAD U±J ~ PLANNING DIVISION I \ ~ ll -< \I' I 1111'1:0\ I \II~ 1· l'l. \~-['Ill•: '\IOI\TECIN_.\ RESIDEJ\:TI) .. L -l\IODEL~ I APPROVED: ~.J Gp t::.ll.o-fr: ~-ll-1--\- PLANNING DWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: CT 12-05 477-9M 6 f--~ E STONE STEPS -PLAN 2 REAR to "' LEGEND 0 CO\IPACTED SUB-GRADE PER SOILS REPORT 0 (i) 6'" SQ. WOOD POST TILE BACKS PLASH -'\!ET ALICA' BRLSHED STAINLESS STEEL. LARGE BASKETWEA VE# SS50. AVAILABLE THROLGH DAL TILE 0 Fll\lSHED GRADE 0 STAINLESS STEEL BBQ: COYOTE OUTDOOR PRODUCTS-42" CS421\G 0 P.I.P COJ\CRETE COU'iTER & CAP WITH INTEGRAL COLOR: TO BE DAVIS COLORS 'SILVERSMOKE' 0 STAI KLESS STEEL ACCESS DOORS © STONE VEKEER-TO \IATCH ARCHITECTLRE © ADJACENT FIKISHED SLRFACE @) ADJACENT STEPS @ Fl1'1SHED SLRFACE @ I" THK. STUCCO Fli\lSH ON BACKSIDE O:SL Y -TO \IATCH ARCHITECTLRE -EKD. I" ABOVE F.G. & PAII\T EXPOSED CMU TO MATCH @) CMU -GROUT ALL CELLS SOLID @ P.1.P. CO'<CRETE FOOTING -PER STRUCTURAL E'JG. NOTES: A. ALL STRUCTLRAL RE-IKFORCE\IEST & FOOTINGS SHALL BE PER STRUCTURAL ESG. B. VERIFY DIMENSIONS OF CO\IPOKE'JTS PRIOR TO FABRICATIOK TO EKSL:RE PROPER CLEARANCE. C. CO:-ITRACTOR TO COORDIKATE GAS Ll'iE 8" EQ. PLAN VIEW 8 r---~ SECTION 1 r 24" O.C. r TYP. 5 oi ..J u e "' 3 ' F-- 1-1/2" TYP. 000 000 F.G. < FRONT ELEVATION D BBQ CENTER -PLAN 2 REAR . .....• ~ ;:_ ~ 36" • • EQ. 6 5 4 ..J C/l ..J "' ::, ..J t..- N f- •• ""Y ;- ,\ ·····,-••_,_,,,. --... ~ ... _./ , -. "' i ···-···· '" t )·""'·' .. ·:-·· -.. /" ; --< ~~-.,..;.....(14 8" 6 2 3 F.G. LEGEND CD ADJACENT PAVING 0 STONE TREADS WITH 1/2" CANTILEVER (TYP.) SLOPE MIN. 1/8" PER FOOT. STONE TO BE 2" THK. X 12" W & MATCH ADJACENT PAYING G) STONE RISERS WITH 1/2" GROUT JOINTS (TYP.) STONE TO MATCH ADJACENT PA YING COMPACTED SUBGRADE PER SOILS REPORT 1/2" EXPANSION JOINT TOP & BOTTOM WITH 1/2" CONTINUOIS BEAD AT SURFACE. COLOR TO MATCH GROUT TOP WITH SILICA SAND CONCRETE BASE -REINFORCEMENT PER CONTRACTOR LEGEND 0 0 CD © 0 © G) © © @ @ 2" DIA. HAMMERED IRON RAIL W/ HOOKS TO SECURE FESTOON LIGHTS 6" SQ. WOOD POST TILE BACKSPLASH -'MET ALICA' BRUSHED STAINLESS STEEL. LARGE BASKETWEAVE # SS50. AVAILABLE THROUGH DAL TILE 'J' BOX LOCATION (FOR LIGHTS) STAINLESS STEEL BBQ: COYOTE OUTDOOR PRODUCTS-42" CS42NG P.I.P CONCRETE COUNTER & CAP WITH INTEGRAL COLOR: TO BE DAVIS COLORS 'Sil VERSMOKE' STAINLESS STEEL ACCESS DOORS: COYOTE OUTDOOR PRODUCTS #CDA2439 STONE VENEER -TO MATCH ARCHITECTURE ADJACENT FINISHED SURFACE ADJACENT STEPS AREA DRAIN BELOW GRAVEL -CONNECT TO LOT DRAINAGE NOTES: -ALL STRUCTURAL RE-INFORCEMENT & FOOTINGS SHALL BE PER STRUCTURAL ENG . -VERIFY DIMENSIONS OF COMPONENTS PRIOR TO FABRICATION TO ENSURE PROPER CLEARANCE A 12" TYP. 1/4" WASH <I 6 )--...../ .,,----( 5 <I IO" <I 4 4 <I ~--f 3 <I 4 l 1 P.I.P. CONCRETE STEPS -PLAN 2 FRONT <I ;:., - LEGEND CD ADJACENT PAVING OR FINISH GRADE (D EXPANSION JOINT TOP AND BOTTOM 0 0 0 © (j) NO. 3 REBAR AT 18" O.C. BOTH WAYS COMPACTED SUBGRADE PER SOILS REPORT 1/4" RADIUS P.1.P. CONCRETE STEPS (3) 1/4" DEEP "V" GROOVES PER ADA CODE - FRONT YARD ONLY NOTE: -CONCRETE COLOR & FINISH TO MATCH ADJACENT CONCRETE PAVING PER PLAN LEGEND B Vl ;:., •• • • • • • • • • L POT PAD ,-------1 I 2 11,,---14 NOTES A. WOOD POST TO BE PRESS. TREATED, ALL OTHER WOOD MEMBERS TO BE No. I D.F. B. ALL WOOD SHALL RECEIVE (2) COATS OF SOLID BODY STAIN, COLOR TO BE SELECTED C. DO NOT STEP FENCE, FOLLOW GRADE WHERE NECESSARY ---- ::0 ~ ; : : ::i: C TEMPORARY WOOD SCREEN FENCE ffllffl CD 0 0 0 0 • 12" DIA. POT -REFER TO PLANTING PLAN -MASTIC IN PLACE P.I.P. CONCRETE PAD -REFER TO DETAIL J, SHEET 3 FOR REINFORCEMENT COMPACTED SUBGRADE PER SOILS REPORT FINISH GRADE IRRIGATION & DRAINAGE SLEEVE -REFER TO DETAIL E SHEET 3 -SIMILAR ,-----, 7 LEGEND CD 2x4 STRINGER (TOP & BOTTOM) G) I x4 TRIM (TOP AND BOTTOM) (D 4x4 POST @ 8'-0" O.C. (V lx6 SIDING-NAIL SPACED (I) 2x4 BRACE @ FINISH GRADE (j) CONCRETE FOOTING (D 90% COMPACTED SUBGRADE ® GRAVEL BASE @2x6CAP @24" HIGH WOOD LATTICE @ !XI NAILER @) 2X4CAP I SH5ET I APPROVED FOR !RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. RCE EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD U±J PLANNING DIVISION , I \~IJ,( \l'I 1\11'1:0\ I \II~ I I•]\~-' I Ill: }1[01\TECII\_-\ RESIDEI\TL-\L }If OD ELS I,," d, , .. , p,• ,, , ,-hi,,,,, r,, c I ,1" d 11 / ,1"" r OJ~ _-, 1726 Rancho Viejo Ro.i.J I Suite 201 Sw.n Juan Capi~tuno. CA 92675 1---+----+----------~------+----'--_J___J 1-AP-PR_o_vE_D:---=-'-t;J=-=---i\....::&:~-~=1~=· t:.!.L__~ _PLANNING Expiration Date: DA TE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. CT 12-05 DRAWING NO. 477-9M . 7- GENERAL NOTES 1.0 BIDS, CONTRACTS AND INSURANCE A. EACH BIDDER SHALL INSPECT THE SITE BEFORE SUBMITT!'iG HIS BID. B. THE OWNER RESERVES THE RIGHT TO REJECT ANY OR ALL BIDS. C. SEPARATE CONTRACTS: THE OW'iER RESERVES THE RIGHT TO LET OTHER COt-CTRACTS IN CONNECTION WITH HIS WORK. THE CONTRACTOR SHALL AFFORD OTHER co,TRACTORS REASO',ABLE OPPORTLNITY FOR THE EXECUTION OF THEIR WORK, A',0 SHALL PROPERLY COORDINATE HIS WORK WITH THEIRS. D. LIABILITY AND COM PENSA TIO', INSLRA',CL THE CONTRACTOR SHALL CARRY AND PAY FOR ADEQUATE LIABILITY AND COMPP,SATIOI\ J',SLRANCE AND SHALL, IF REQUIRED, FURNISH THE OWNER WITH EVIDENCE TO THIS EFFECT. E. GUARANTEE BONDS: THE OWNER SHALL HAVE THE RIGHT, PRIOR TO THE SIGNI'JG OF THE CONTRACT TO REQLIRE THE CO'iTRACTOR TO FUR!\ISH BOND COVERl'JG OF THE FAITHFCL PERFORMANCE OF THE CONTRACT AND THE PAYME!\T OF ALL OBLIGATIONS ARISl!\G THERELNDER. IN SI.CH FORM AS THE OW!\ER MAY PRESCRIBE Al\D WITH SUCH SI.RETIES AS HE MAY APPROVE. IF SUCH BOND IS REQUIRED, THE PREMIUM SHALL BE PAID BY THE OWNER. 2.0 PLANS AND PERMITS A. ALL CO'ISTRUCTIOt\ SHALL BE ACCORDlt-CG TO CONSTRLCTIO", DOCUME',TS Al\D SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE L.B.C. B. CORRELATION OF ORA WINGS AND SPECIFICATIONS: ANY WORK NOT ACCORDING TO ORA WINGS AND SPECIFICATIONS OR ORDl'iANCES A'iD LAWS SHALL BE REMOVED. C. DO NOT SCALE ORA Wll\GS. CSE DIMENSIO'\S INDICATED. D. ANY DISCREPANCY Ii\ THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMMEDIATE ATTENTION OF THE LA1'DSCAPE ARCHITECT. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR. E. PERMITS, FEES, ETC.: THE CONTRACTOR SHALL ARRANGE AND PAY FOR THE BCILDING PERMIT AND EACH SUBCO'iTRACTOR SHALL ARRANGE AND PAY FOR PERMITS FOR THEIR RESPECTIVE WORK. 3.0 EXECUTION A. CONTRACTOR TO VERIFY ON SITE, ALL DIMENSl01'S AND LOCATION OF ANY UI\DERGROUND UTILITIES. B. DEMOLITION AND REMOVALS SHALL PROCEED 01\L Y LPON THE APPROVAL OF THE LAJ\DSC APE ARCHITECT/OW'.\!ER. C. CLT, CAP, OR PLUG, AS REQUIRED, THOSE LTILITY LINES SERVl1'G THE AREA WITHIN THE PROJECT LIMITS SHALL REMAIN LNINTERRLPTED DURING THE WORK PROGRESS. D. CARE IS TO BET AKEN NOT TO DEFACE, CRACK OR DAMAGE A'IY EXISTl'-G STRUCTURES, FENCES OR CO'iCRETE WORK. ALL DAMAGES TO BE REPAIRED AT THE CONTRACTOR'S EXPE'-SE. E. CUTTING AI\D PATCHII\G: THE CONTRACTOR SHALL DO ALL CUTTING, FITTING OR PATCHl'-G OF HIS WORK THAT l,!AY BE REQUIRED TO MAKE IT COMPLETE AS SHOW'I BY DRA WI'iGS AND SPECIFICATIONS. ANY COST CAUSED BY DEFECTIVE OR ILL-TIMED WORK SHALL BE BORt\E BY THE PARTY RESPONSIBLE THEREFORE. F. CLEANING: IT SHALL BE THE DLTY OF EACH SLBCONTRACTOR TO REMOVE HIS OW1' RLBBISH FROM THE PREMISES At\D KEEP THE JOB CLEAN AT ALL TIMES. HE SHALL PROTECT WORK OF ALL OTHER COt\TRACTORS. G. CONTRACTOR SHALL THOROUGHLY CLEAN UP SITE AND REMOVE ALL DEBRIS AND EXTRA'JEOUS MATERIAL FROM THE SITE PRIOR TO FINAL APPROVAL. H. C01'DUCT OF THE WORK: THE CONTRACTOR SHALL, AT ALL TIMES, KEEP A COMPETEI\T FOREMAN 01\ THE JOB WHO SHALL BE Its CHARGE OF THE ENTIRE WORK INCLUDING THE WORK OF HIS SUBCOI\TRACTORS. HE SHALL BE RESPOI\SIBLE FOR ITS ACCURACY. 4.0 EXTRAS A1'D SUBSTITUTIONS A. ANY EXTRAS TO BE APPROVED IN WRITING BY THE OW:SER PRIOR TO ANY CONSTRLCTION. B. THERE ARE TO BE NO SUBSTITlJTIONS WITHOLT THE PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT. 5.0 PAYMENT LIEN RELEASES FOR THE COMPLETED WORK SHALL BE SLBMITTED PRIOR TO PAYMEI\T FOR SAID WORK. MASONRY SPECIFICATIONS 1.0 SCOPE OF WORK A. GENERAL: THIS WORK SHALL CONSIST OF FUR1'ISHII\G ALL LABOR A1'D MATERIALS FOR COI\STRLCTION OR INSTALLATION OF ALL LABOR AND STRUCTURES, AND BRICK OR TILE AS DETAILED ON THE PLANS. B. WORK INCLUDES THE INSTALLATI01' OF ANCHORS AND INSERTS FURNISHED BY OTHER REQUIRED FOR OTHER TRADES, REINFORCEMENT STEEL, CONCRETE BASES OR FOOTINGS, AND STUCCO Fll\lSHES. 2.0 MATERIALS A. REFER TO PLA1'S FOR SPECIFIC MATERIAL TYPES, COLORS Fll\ISHES, ETC. B. CONCRETE MASONRY U,ITS: CONFORM TO ASTM C90, GRADE N-11 AND THE REQLIREME1'TS OF THE QUALITY COt\TROL STA1'DARDS OF THE CONCRETE MAS01':RY ASSOCIATIO>s: AS MANUFACTURED BY ORCO BLOCK CO., OR EQUAL. C. PORTLAND CEMENT: CONFORM TO ASTM C 150, TYPE I OR TYPE 11, TYPE, LOW ALKALI. USE ONLY ONE BRAND THROCGHOLT WORK. PROVIDE WHITE CEMENT AS REQUIRED FOR USE IN COLORED MORTAR. D. HYDRATED Ll\1E: CONFORM TO AST\1 C207, TYPES, Al\D cor,,,;TAl'.\/1'.\G 95% BY WEIGHT OF CALCILM OXIDE. E. AGGREGATES: CONFORM TO ASTM CI44. E.1. SAND: CONSIST OF Fll\E GRAI\ULAR MATERIALS, (t\OT LESS THAI\ 5% PASSING NO. 8 SIEVE), COMPOSED OF HARD, STRO'JG DURABLE MINERAL PARTICLES, FREE FROM l'sJURIOUS AMOUNTS OF SALINE, ALKALINE, ORGANIC OR OTHER DELETERIOUS SUBSTANCES. E.2. PEA GRAVEL: GRADED WITH 1'0 MORE THA1' 5% PASSI:SG THE t\O. 8 SIEVE AND WITH 100% PASS!t\G THE 3'8" SIEVE. F. REINFORCl'>G STEEL: NEW, TESTED DEFORMED BARS OF DOMESTIC MANUFACTURE CONFORMING TO ASTM 1615. G. WATER: CLEA'.'J, POTABLE, FROM DOMESTIC SUPPLY. H. ADMIXTl.'RE FOR l,!ORTAR: "RED LABEL" LSED II\ ACCORDA1'CE WITH THE SPECIFICATIONS. I. MORTAR: FRESHLY PREPARED AND U'JIFORMLY MIXED 1:-J THE RATIO BY VOLLMES OF I PARTCEMEI\T, I '2 PART LIME PLTTY, 4 112 PARTS SA'iD. PUTTY SHALL BE OMITTED. MORTAR SHALL MATCH COLOR OF BLOCK, UNLESS OTHERWISE SPECIFIED. J. GROUT: FLUID COt\SISTENCY Al>D MIXED IN THE RATIO BY PARTS SA1'D, 2 PARTS PEA GRAVEL. K, LIME PUTTY: ASTM CS, HIGH CALCILM LIME, COMPLETELY SLAKED BEFORE USl'sli. 3.0 EXEClJTIO'J A. EXECLTE WORK l's BEST WORKMANSHIP LIKE MAt\1'ER IN Fl;LL COMPLIA1'CE WITH APPLICABLE BUILDING ORDINANCES. 8. CO'\CRETE BLOCK SHALL BE LAID AS REINFORCED FILL CELL UNIT MASONRY. BLOCK SHALL BE LAID ON 3/8" THICK FCLL MORTAR BED O'\ ALL WEBS AND FACE SHELLS. VERTICAL FACES OF HEAD JOINTS SHALL BE WELL BUTTERED TO A DEPTH OF I 1/2" FROM EXTERIOR FACES AND ALL JOINTS SHALL BE SHOVED INTO PLACE, SO THE MORTAR BONDS WELL WITH BOTH BLOCKS. FURROWING OF THE MORTAR IS NOT PERMITTED. INTERSECTING MASONRY SHALL BE GROUTED IN 4'-0" MAXIMUM POL RS. U'JLESS OTHERWISE NOTED ON PLANS, ALL CELLS CONTAINING REl'sFORCING SHALL BE SOLID GROLTED. PlJDDLE THE GROUT WITH A STICK II\ EACH CELL, EACH TIME IT IS POllRED, TO OBTAIN A COMPLETE FILLING OF THE VOIDS. RECONSOLIDATE ALL GROUT. RUN ALL HORIZONTAL BARS IK BOND BEAM BLOCK AND LAP AROUND CORNER A",O AT ALL SPLICE 2'-0" MINIMlJM. RV, ALL VERTICAL BARS l'J OPEN END BLOCK. C. DO NOT START MASO!\RY IF THE HORIZONTAL OR VERTICAL ALIGI\MENT OF THE FOl'1'DATION IS A l,!AXIMLM OF I" TOTAL II\ ERROR. D. ALL lJNITS SHALL BE CLEAN WHERE LAID. CONCRETE UNITS SHALL BE DRY. BRICK SHALL BE WETTED BUT HAVE NO FREE MOVING WATER WHEN LAID. E. WHERE NO B01'D PATTERN IS SHOWN ON THE PLANS, THE WALL SHALL BE RUNNING BOt\D. F. WHERE MASO'JRY U1\IT CCTTING IS NECESSARY, MAKE ALL CUTS 1':EAT AND REGULAR, EDGES EXPOSED 11' THE FINISHED WORK SHALL BE CUT WITH A POWER DRIVE'J ABRASIVE SAW. G. MORTAR JOIN'TS SHALL BE STRAIGHT, CLEA1' A:SD LNIFORM l'J THICK1'ESS. UI\LESS OTHERWISE SPECIFIED OR DETAILED, HORIZONTAL A'sD VERTICAL JOINTS SHALL BE APPROXIMATELY 3/8" THICK FOR PRECISION BLOCS. BRICK JOl1'TS TO BE U2" -3/8" THICK WITH A MAXIMUM DEPTH OF 3/8" RAKE. H. lJI\LESS OTHERWISE SHOW'I ON PLANS, EXPOSED WALLS SHALL HAVE DENSE, SLIGHTLY CONCAVE SURFACE WELL BONDED TO THE BLOCK AT THE EDGES. PERFORM TOOLING WHEN THE MORTAR IS PARTIALLY SET BLT STILL SlJFFICIEtiTL Y PLASTIC TO BOND. DO ALL TOOLING WITH A TOOL WHICH COMPACTS THE MORTAR, PRESSING THE EXCESS MORTAR OCT OF IT RATHER THAN DRAGGI!\G IT OLT. WHERE WALL SURFACE IS TO BE PLASTERED, MAKE MORTAR JOINTS FLUSH WITH BLOCK FACE. I. IF IT IS NOT NECESSARY TO MOVE A BLOCK SO AS TO OPEN A JOl'JT, REMOVE THE BLOCK FROM THE WALL, CLEAN AND SET It\ FRESH MORT AR. J. CONCRETE FOOTINGS TO ATTAIN 2800 PSI AT 28 DA VS (MAX. 4 1/2" SLlJMP). K. THE OWNER'S REPRESENTATIVE IS TO BE NOTIFIED 24 HOlJRS PRIOR TO CONCRETE POUR IN ORDER THAT THE FORMS AND REINFORCEME1'T MAY BE INSPECTED. L. CO-ORDINATE PLACEME1'T OF WATER A'JD ELECTRICAL LINES PRIOR TO CONCRETE POUR. VERIFY LOCATIO!\ OF ALL P.V.C. SLEEVES AND ELECTRIC SOLRCE FOR IRRIGATION CLOCK WITH LA!\DSCAPE CONTRACTOR. M. MASO!\ TO BE RESPONSIBLE FOR SETTING ALL S.P.O.'S SWITCHES, AND J-BOXES FLUSH WITH STRUCTURE, AND FOR SETTING BOLTS, ANCHORS, AND INSERTS FOR ATT AC'HMEI\TS BY OTHER TRADES. N. PLACING REII\FORCl1'G STEEL: 1'.l. WHERE HORIZONTAL COURSES ARE TO BE FILLED, USE METAL STOPS. USE OF PAPER STOPS WILL NOT BE PERMITTED. ALL HORIZONTAL REINFORCING STEEL SHALL BE LAID II\ A COCRSE OF BOSO BEAM BLOCK FILLED WITH MORTAR. N.2. CUT BRICK WITH POWER DRIVEN ABRASIVE SAW ONLY. CUT NEAT TRUE LII\E WITHOLT CHIPS ON EXPOSED FACES, CONCEAL CLT FACES WHERE POSSIBLE, DO t\OT LAY BRICKS LESS THAK I 14 LENGTH IN EXPOSED WORK. IF ANY BRICK Ml.ST BE REMOVED OR SHIFTED AFTER IT HAS BEEN LAID, REMOVE SETTlt\G MORTAR, CLEAN BRICK THOROUGHLY, APPLY FRESH MORTAR AI\D RE-LAY. N.3. LAY MASOI\RY TRUE, LEVEL, Al\D PLUMB WITH ANGLE SQCARE IN ACCORDA',CE WITH PLANS. 0. SEAL BACK OF PLANTER WALLS WITH APPROVED ELASTOMER!(' WATERPROOF MEMBRA1'E. P. BACKFILL BEHIND ALL WALLS AND MASONRY STRUCTURES, AS REQUIRED AND AS PER DETAILS. BACKFILL 11' PLANTERS TO BE TOP GRADE SA'JDY LOAM TOPSOIL. SWALE EARTH FOR PROPER DRAINAGE. WHERE CONCRETE SLABS OCCLR NEXT TO WALLS, BACKFILL SHALL BE COMPACTED TO 90%. 4.0 CLEA:Slt\G A. SPECIAL CARE SHALL BE USED TO PREVENT STAINING OF EXPOSED AND GROUT. ANY MORTAR OR GROLT WHICH COMES IN SUCH FACES SHALL BE PROMPTLY A1'0 THORQl;GHL Y REMOVED BY AFFECTIVE AND APPROVED MEA1'S. B. E1'TIRE SITE TO BE CLEAt\ED AND ALL DEBRIS REMOVED PRIOR TO FINAL 11':SPECTION. WOODWORKING SPECIFICATIONS 1.0 SCOPE OF WORK A. GE1'ERAL: THIS WORK SHALL CONSIST OF FURNISHING ALL LABOR AND MATERIAL FOR CO",STRLCTION OF OVERHEAD WOOD TRELLIS, FENCES, AND SCREE'JS, AS DETAILED ON THE PLANS. THE WORK DOES NOT INCLUDE POST FOOT!t\GS A:SD HARDWARE SET IN PAVED AREAS. B. COORDINATI01': WOOD WORK CO:STRACTOR SHALL LOCATE AND STAKE POST LOCATIO'iS FOR CONCRETE ANDIQR MAS01'RY CONTRACTOR BEFORE PAVING OR MASONRY WORK IS BEGUN. C. SITE CONDITIONS: VERIFY ALL DIMENSIONS AND SITE CONDITIONS ON THE SITE PRIOR TO BEUINNl!\G WORK. ANY DISCREPAKCIES SHALL BE CALLED TO THE IMMEDIATE ATTEI\Tl01' OF THE LA'JDSCAPE ARCHITECT. D. PERMITS: C01'TRACTOR SHALL OBTAIN ALL BUILDING PERMITS A1'D APPROVALS. (REFER TO GENERAL NOTES). 2.0 MATERIALS A. GEtsERAL: ALL MATERIALS SHALL BE t\EW AND PROPERLY GRADE-MARKED OR CERTIFIED. ONLY LUMBER CONSISTING OF SOlJ1'D WOOD, FREE OF DECAY, WARPING, SPLITS OR CHECKS WILL BE ACCEPTABLE. 8. LLMBER: B.l. ALL LUMBER SIZES SHOWt\ ON THE PLANS OR SPECIFIED REFER TO NOMINAL SIZES AND THE Al,!ERICA1' STANDARD ROUGH At\D DRESSED SIZES WILL BE ACCEPTED AS CO'JFORMING THERETO. B.2. DOLGLAS FIR SHALL BE OF THE SPECIES "PSEUDOTSUGA MENZIESII" AI\D SHALL BE GRADED IN ACCORDA:SCE WITH THE CLRRENT STANDARD GRADl'JG AND DRESSING RULES FOR DOUGLAS FIR ADOPTED BY THE WEST COAST BUREAU OF LLMBER GRADES A'\D INSPECTION. B.l. CEDAR SHALL BE OF THE SPECIES "CHAMAECYPAR!S LAWSO'ilANA" A'JD SHALL BE GRADED IN ACCORDA:SCE WITH THE C'LRRENT GRADII\G AND DRESSING RlJLES. B.4. ALL WOOD BEARING ON COXCRETE OR MAS01'RY LESS THA'i 4'-0" ABOVE GRADE SHALL BE PRESSURE TREATED. WOOD JOl:STS OR THE BOTTOM OF WOOD FLOORS LESS THAN 18" ABOVE GRADE SHALL ALSO B PRESSURE TREATED. 8.5. ALL STRUCTURAL MEMBER (I.E., BEAMS, RAFTERS, POSTS, JOINTS) TO BE DOUGLAS FIR NO. I OR BETTER U'iLESS OTHERWISE 1':0TED. ALL LATH AND DECKl'iG AS SPECIFIED. C. HARDWARE: C. l. NAILS TO BE GE'JERAL FRAMING COM MO'.\ OF STANDARD SIZE At\D FORM, HOT DIPPED GALVAts!ZED OR ALUMINUM, UNLESS SPECIFICALLY 'sOTED. BOX NAILS WILL BE ACCEPTED. C.2. WASHERS TO BE REINFORCED MALLEABLE IRO:S, GAL VA1'IZED. C.3. ALL BRACKETS AND HAt<GERS TO BE SIMPSON OR APPROVED EQLAL. 3.0 EXECUT!Ot\ A. WORKMANSHIP: ALL WOODWORK SHALL BE CLT, FITTED, JOINTED TOGETHER, TIED, SET TO REQUIRED Lll\ES AND LEVELS, SHORED IN PLACE ETC., It\ A NEAT WORKMANLIKE MANNER TO THE ENTIRE SATISFACTIO's OF THE LAI\DSCAPE ARCHITECT. ALL SPLIT WOOD SHALL BE REMOVED A1'D REPLACED. B. BOLTING: HEADS AI\D t-CUTS OF MACHl1'E BOLTS A1'D NLTS OF CARRI AGE BOLTS SHALL HAVE WASHERS, EXCEPT AGAINST STEEL PLATES. BOLT, SPLICE A'.'JD HAND ALL BEAMS AS SHOWN ON DRAWINGS. CUT ALL BOLTS FLUSH WITH NLTS, PLAIN Sl,!OOTH AND REMOVE ALL BLRRS. HOLES FOR BOLTS SHALL BE BORED 1/32" TO 1!16" LARGER THA1' 'JOMINAL BOLT DIAMETER. NAILS SHALL NOT BE INSTALLED CLOSER THA:S 1/2 THEIR LE1'GTHS AND DRILLED HOLES, ONE SIZE SMALLER THAN NAIL SHANK, SHALL BE USED WHERE WOOD MEMBERS ARE LIABLE TO BE SPLIT BY NORMALLY DRIVEi\ NAILS. ALL NAILING SHALL BE 11' ACCORDAt-CCE WITH U.B.C. C. STRUCTURAL MEMBERS SHALL t-:OT BE CLT FOR PIPES, ETC.,lJ'sLESS SPECIFICALLY t\OTED OR DETAILED. D. FINISH!t\G: CONTRACTOR TO STAIN, PAINT OR SEAL WOOD. REFER TO DRAWINGS. PAINT ALL METAL TO MATCH WOOD FINISH LNLESS t\OTED OTHERWISE WITH (I) COAT Zll\C RICH PRIMER AND (2) COATS SEMI-GLOSS OIL BASE EXTERIOR PAINT. E. CLEA1'LP: C01'TRACTOR SHALL DAILY REMOVE ALL RLBBISH, SCRAPS, EXTRAI\EOUS CONCRETE AND HARDWARE FROM THE PREMISES AND KEEP THE JOB REASO'sABL Y CLEAN AT ALL TIMES. SPILLED OR OVERSPRAYED PAlt\T SHALL BE IMM EDI A TEL Y CLEANED OFF OF Fl1'1SHED SCRF ACES TO THE LAI\DSCAPE ARCHITECTS SATISFACTION. SPECIAL CARE SHALL BE EXERCISED TO PREVENT ACCUMULA TIOt\S OF MATERIAL TO FORM A FIRE OR SAFETY HAZARD. TUBULAR STEEL 1.0 SCOPE OF WORK WORK INCLLDED: A. FlJRNISH AND INSTALL TUBl!LAR STEEL PER PLANS, DETAILS AND SPECIFICATIONS. RELATED WORK SPECIFIED IN THIS SECTION: 2.0 QLALITY ASSURANCE A. QUALIFICATIONS A. I. PERFORM SHOP WELDING ON THE PREMISES OF AF AB RIC ATOR LICENSED BY THE CITY BLILDING AND SAFETY DEPARTMEST. A.2. PERFORM WELDING BY WELDERS APPROVED A1'D CERTIFIED IN ACCORDANCE WITH REQUIREMENTS OF A WS. B. REFERENCE STANDARDS B. l. "AISC" STEEL CONSTRUCTION MANUAL. B.2. "CODE FOR ARC AND GAS WELDING 11' BLILDISG CO'iSTRCCTIOl\". AWS Fl.O OF THE AMERICAN WELDl1'G SOCIETY. B.3. "METAL FINISHES MANLAL", OF THE NATIONAL ASSOCIATIOt\ OF ARCHITECTCRAL METAL MA1'UFACTURERS (NAAMM). 3.0 SCBMITT ALS A. SUBMIT COl,!PLETE SHOP DRAWINGS TO THE LAN DSC APE ARCHITECT AND/OR OWNER'S REPRESENTATIVE FOR REVIEW IN ADVA'iCE OF FABRICATIO",. A. I. SHOW DIMENSIOl\S, SITES, THICK1':ESSES, GAUGES, Flt-CISHES, JOINl'iG, ATTACHMENTS AND RELATIONSHIP TO ADJACENT WORK. A.2. WHERE WELDED CONNECTIONS, CONCRETE INSERTS, AND OTHER ITEMS ARE REQUIRED TO RECEIVE OTHER WORK, SHOW EXACT LOCA Tl01'S REQUIRED. A.3. FOR STANDARD MANUFACTURED ITEMS, SUBMIT WORK SHEETS SHOWING ILLLSTRATED CUTS OF ITEMS TO BE FL'R'JISHED. SC ALE, DETAILS AND DIMEI\SIONS. 4.0 ~IATERIALS A, ROLLED STEEL SHAPES AND STEEL PLATES: ASTM A36. B. STEEL TLBIKG: ASTM ASOO GRADE A, OR ASTM 1501 SEAMLESS -G.A. PER DETAILS. C. STEEL PIPE: ASTM A53, TYPE E ORS, GRADE A OR Al 20, GALVA'ilZED 6" DIAMETER. D. STEEL BOLTS: ASTM A307, GRADE A. E. WELDl1'G RODS: CO'\FORM TO A WS REQLIREMENTS FOR INTE'.'JDED LSE. F. C01'CRETE l'JSERTS: AS INDICATED 01' THE PLA'.\S. G. SHOP PRIME-COAT PAll\T: COt\FORM TO EITHER FS TT-P-86 TYPE II FOR RED LEAD/ALKYD TYPE PAl'JT OR TO FS TT-P-45 FOR Zl",C CHROMATE TYPE PAINT-(2) SHOP COATS. H. TOLCH-UP FOR GALVANIZED SLRFACES: ALL STATE tso. 321 GALVANIZl'\G POWDER (30% TIN, 30% Zlt\C, 40% LEAD AND FLUX) AS MA'JUFACTURED BY ALL ST ATE WELDING ALLOYS CO., OR SPEED GALVA1'IZED BY W.D.L. CO. OR EQLAL. I. NON-SHRI1\K GROUT: Mlt\l WAX CONSTRLCTION PRODUCTS DIVISI01' POR-ROCK, OR APPROVED EQLAL. J. METAL ENAMEL: FS TT-P-37C -(2 COATS). 5.0 FABRICATION A. CONFORl,1 TO THE REQUIREMENTS OF THE REFERENCED STANDARDS. A. I. FOR MANLAL WELDING, USE LOW HYDROGEI\ TYPE E-7015 AND 7016 ELECTRODES. A.2. WELD PREHEAT SHALL BE DETERMl1'ED FROM MILL REPORTS SHOWING THE CHEMIC AL COl,!POSITION OF THE REINFORCEME!\T. B. SHOP PRIME ALL FERROLS ITEMS TO I MILL DRY COAT THICK'JESS AFTER FABRIC A TIO:-/, DE-BLRRl1'G A'\D GRIND11'G SMOOTH WELDS Al\D ROUGH SPOTS. TOLCH-CP AFTER 11':STALLATION. LEAVE I', PROPER COt\DITIOI\ TO RECEIVE FINISH PAINTING. B.1. DO NOT PAINT REBAR AND STEEL SL RF ACES TO BE EMBEDDED IN OR BONDED TO CONCRETE. C. WELDS SHALL BE GROL1'0 SMOOTHLY, ALL WELD SPATTER REMOVED AND WORK SHALL COMPLY WITH THE SPECIFICATIO'\S OF THE "AM ERIC A'J WELDING SOCIETY.'' D. SUBCONTRACTOR TO PERFORM ALL THE ABOVE WORK 11' ACCORDAI\CE WITH THE GOVERI\ING PLA'JS At\D SPECIFICATIONS. 6.0 COORDI\JATION WITH OTHER WORK A. EXAMINE ORA Wl'iGS AND SPECIFICATI01'S, AND INCi.LOE ALL l,!ISCELLANEOUS METAL WORK WHICH IS t\OT DISTl1\CTLY SPECIFIED l'i OTHER SECTIONS. 8. PROVIDE ALL CON1'ECTIONS, ANCHORS, BOLTS, WELDl1'G, CLTTl1'G, PUNCHING, DRILLISG, TAPPl1'G OR OTHER CONNECTI01' REQURED TO FIT MISCELLA\JEOLS METAL WITH OTHER WORK. C. PROVIDE ITEMS TO BE INST ALI.ED BY OTHER TRADES WELL IN ADVA'JCE, TO PERMIT PROPER SEQUE1'CING AND SCHEDLLl:SG OF OTHER WORK. 7.0 ['\ST ALLATl01' A. MISCELLA'\EOLS METAL WORK SHALL BE FREE FROM DEFECTS WHICH WOLLD IMPAIR STRE1\GTH, DURABILITY A'.\D APPEARA'.'JCE. B. ERECT PLLMB, STRAIGHT, TRLE AND ACCURATE!. Y FIT I'.\ PLACE BRACE, REINFORCE, AND ANCHOR IN PLACE. GRl'\D ALL FIELD WELDS. C. PROVIDE 'iON-SHRI1'K GROUTING OF ALL FRAMES, PLATES, SILLS, BOLTS A1\D OTHER ITEMS NOT DESIG1':ATEDTO BE DONE BY OTHERS. D. C01':CEAL ALL CO',NECTIONS IN THE FINISHED WORK, WHERE POSSIBLE. EXPOSED SCREW CONt-CECTI01\S SHALL BE ALLEN HEAD SCREWS MATCHING THE MATERIAL THEY FASTEN. E. SET BASE PLATE FOR SLPPORT POSTS., TRUE AND PLLMB IN CONCRETE FOOTl1\G PER DETAILS. F. PROTECT ALL DISSIMILAR METALS FROM GAL VAt\IC CORROSION BY PRESSl,RE TAPES, COATINGS, OR ISOLA TORS. G. AFTER ERECTIOI\, CLEAN OFF ALL RUST, SC ALE AI\D OIL. CLEA1' FIELD WELDS, BOLTS, A'JD ABRADED AREAS. TOLCH-LP ALL AREAS WITH THE SAME MATERIAL AS LSED FOR THE SHOP COAT, LEAVll,;G ALL SURFACES READY TO RECEIVE Fl1':ISH COATS. APPLY SEC'Ot\D COAT OF PRIMER OK SITE. H. APPLY (2) COATS ZINC RICH PRIMER COAT A'iD TWO FINISH COATS OF EXTERIOR METAL E'iAMEL TO METAL SLRFACES, COLOR AS SELECTED BY OWI\ER'S REPRESEt\TATIVE. 8.0 REPAIR OF DEFECTS ALL DEFECTIVE OR DAMAGED WORK SHALL BE REPLACED, REMOVED AND REPAIRED AS DIRECTED BY THE LANDSCAPE ARCHITECT OR OW1'ER'S REPRESE1':TATIVE AT NO COST TO THE OW1\ER. 9.0 CLEAN-UP A. CLEA'i-LP A1\D REMOVE FROM THE SITE ALL UMJSED MATERIALS AND DEBRIS RESLLTING FROM THE PERFORMANCE OF THIS WORK NOT LESS THA>; O'iCE A WEEK OR THE LAST WORKING DAY EACH WEEK. ALL TRASH SHALL BE REMOVED COMPLETE!. Y FROM THE PROJECT SITE. B. TOLCHLP-CONTRACTOR SHALL CLEAN AND RETOl!CH CO!\TRACTOR'S WORK AS NECESSARY, OR AS REQL'IRED FOR FINAL APPROVAL BY THE LANDSCAPE ARCHITECT WITHlt\ 24 HOURS 1':0TICE. C. l:'\PAINTED SURFACE-CONTRACTOR SHALL LEAVE ALL SURFACES NOT TO BE PAI\JTED, PAVING, HARDWARE, OR PLANT MATERIALS FREE FROM ANY PAINT, STAl1', SPATTERING, SMEARS OR SMUDGES WHICH ARE THE RESl;LT OF THE COI\TRACTORS OPERATIOK D. LOCATION-CO'\TRACTOR SHALL NOT CLEA ts EQUIPME1'T AND BRUSHES OR DISPOSE OF THl1'NERS, PAII\T OR OTHERS CHEMICALS IN AREAS TO BE PLA1'TED OR IN THE VICINITY OF EXISTING PLANTS. CONCRETE 1.0 SCOPE OF WORK FURNISH A1\D INSTALL ALL CONCRETE WORK COMPLETE AS INDICATED ON THE DRAWIXGS AND SPECIFICATIONS INCLLDl'IG, BCT 'iOT LIMITED TO: A. FLR'.\ISH AND SET ALL REINFORCl1'G STEEL, BOLTS AND ANCHORS. B. 11':STALL ALL ITEMS REQLJIRED BY OTHER TRADES WHICH ARE TO BE CAST 11':TO C01'CRETE. C. CONCRETE MOW CURBS, BA1\Dlt\G, OTHER FLATWORK, FOOTINGS, PADS At\D SLABS FOR: WALLS, FENCING, CONTROLLERS, ETC., WHERE APPLICABLE. 2.0 GE'\ERAL ALL REQLIREME'iTS OF SLBSECTI01' 3.31, STANDARD SPECIFICATI01'S FOR PUBLIC WORKS CO'JSTRUCTI01', SHALL APPLY EXCEPT AS SPECIFIED HEREIN. 2.1 INSPECTIO'.\ OF SITE EXAMl'.\E RELATED WORK AND SLRFACES BEFORE STARTII\G WORK l'i THIS SECTION. REPORT TO THE LANDSCAPE ARCHITECT l'i WRITII\G, SITE CO!\DITIONS WHICH WILL PREVENT THE PROPER PROVISION OF THIS WORK. BEGINNl:SG THE WORK ll\ THIS SECTIO'i WITHOL;T REPORT!t\G L1'Sl:ITABLE COI\DITIONS TO THE LANDSCAPE ARCHITECT CO'sSTITCTES ACCEPTANCE OF SITE C01':DITIONS BY THE COt\TRACTOR. ANY REQUIRED REMOVAL, REPAIR, OR REPLACEMENT OF THIS WORK C ALISED BY UNSUITABLE CONDITIONS SHALL BE DO'iE AT 'sO ADDITl01'AL COST TO OW'iER. 2.2 PROTECTION OF EXISTING COt\DITIO'.\S CONTRACTOR SHALL ACQUAIST HIMSELF WITH ALL SITE CONDITIONS. HE SHALL TAKE NECESSARY PREC ALTIO'\S TO PROTECT EXISTl'iG SITE CONDITIO'iS. SHOLLD DAMAGE BE l'iCLRRED, THIS CONTRACTOR SHALL REPAIR DAMAGE TO ITS ORIGl'.\AL COI\DITIO'\ OR FLR!\ISH A",D INSTALL EQUAL REPLACEME1\T AT HIS OWN EXPEt-CSE, TO THE SA TISFACTIO"-OF THE OW1'ER. 2.J COORDI'iA Tl01' A. COOPERATION 01'-SITE: COORDl1'ATE A",0 COOPERATE WITH OTHER CO'ITRACTORS TO ENABLE THE WORK TO PROCEED AS RAPID!. Y AND EFFICIEt\TLY AS POSSIBLE. B. WORK WITH OTHER TRADES: COORDII\ATE WITH GENERAL COt\TRACTOR SJ R ITEMS OF OTHER TRADES TO BE FLRNISHED A1'D SET IN PLACE. St;CH PORTIOl\S OF THEIR WORK AS ALL OR IN PART EMBEDDED. BUILT-IN, A TT ACHED TO, OR SUPPORTED BY THE WORK SHALL BE EXECLTED BY THEM I'.\ AMPLE TIME THAT PROGRESS OF THE WORK IS 1':0T DELAYED. A1'Y CUTTING OR PATCHl'\G MADE 1':ECESSARY TO COMPLY WITH THIS INJU'iCTl01' SHALL BE DONE AT THE CO'\TRACTOR'S EXPE1\SE. 2.4 APPROVAL WHEREVER THE TERMS "APPROVE," "APPROVAL.'' OR "APPROVED" ARE LSED l'i THE SPECIFICATIONS, THEY MEA'.\ APPROVAL OF THE LANDSCAPE ARCHITECT, THE OWNER'S REPRESENTATIVE OR THEIR FIELD REPRESENTATIVES, IN WRITl1\G. 2.5 SLBMITTALS AFTER AWARD OF C01'TRACT, COt\TRACTOR SHALL SLBMIT FOR APPROVAL SAMPLES AND SPECIFICATIONS OF SPECIFIED ITEMS PRIOR TO BEGl1'1'lt\G WORK. APPROVED SAMPLES SHALL BE ST AN DAROS FOR COMPLETl'JG WORK. SAMPLES SHALL CONSIST OF 3' SQUARE PA1\ELS. CONTRACTOR SHALL PROVIDE ONE PA'JEL FOR EACH COLOR ANDI OR FINISH ON THE JOB SITE. EACH SAMPLE SHALL BE APPROVED BY THE LAN DSC APE ARCHITECT. 2.6 SUBSTITUTIONS A. STANDARDS-SPECIFIC REFERE'JCE TO MA'iCFACTLRES NAMES A1\D PRODL:CTS SPECIFIED IK THIS SECTI01' ARE l:SED AS STA1'DARDS: THIS IMPLIES NO RIGHT TO SLBSTITUTE OTHER MATERIAL OR METHODS WITHOUT WRITTE'J APPROVAL OF THE LANDS( APE ARCHITECT. B. APPROVAL-lt\STALLATI01' OF ANY APPROVED SLBSTITUTIONS IS CONTRACTOR'S RESPONSIBILITY. ANY CHANGES REQUIRED FOR 11\STALLATION OF ANY APPROVED SUBSTITLTION MLST BE MADE TO THE SATISFACTION OF LA1'DSCAPE ARCHITECT A'iD WITHOLT ADDITIO'sAL COST TO OWNER, APPROVAL BY LANDSCAPE ARCHITECT OF SUBSTITllTED MATERIALS AND/OR DIMENSIONAL DRAWl'\GS DOES 1':0T WAIVE THESE REQLIREMENTS. 2. 7 W ARRA'iTY 11' ADDITION TO MANUFACTLRERS' GUARA!\TEES OR WARRANTIES, ALL WORK SHALL BE WARRANTED FOR 01':E YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAI'JST DEFECTS IN MATERIALS A1'D WORKMA'\SHIP BY C01\TRACTOR. WARRA'JTY SHALL ALSO COVER REPAIR OF DAMAGE TO A'iY PART OF THE PREMISES. J.O MATERIALS A. PORTLA!\D CEME'.\T SHALL CONFORM TO ASTl,1-Cl50, TYPE I OR TYPE II. B. COKCRETE AGGREGATE SHALL CO'<FORM TO ASTM-C33. WATER SHALL BE CLEAi\, FREE FROM STR01'G ACIDS, ALKALI, OIL OR ORGA1'1C MATTER. C. ADMIXTLRE FOR ALL FORMED CONCRETE SHALL BE SIKA CHEMICAL CORP'S "PLASTll,!ENT", OR APPROVED EQlJAL, APPLIED I'\ STRICT ACCORDAI\CE WITH MAI\LF ACTURER'S DIRECTIO'iS. D. REINFORCEME'iT: REl',FORCING STEEL ASTM-Al5 At\D ASTM-A-305. WIREFABRIC: ASTM-Al85 E. FORMS: E. l. LLMBER SHALL BE "('01':STRLCTIO'i GRADE" DOLGLAS FIR E.2. PLYWOOD FOR FORMl'.\G OF COI\CRETE WHICH IS EXPOSED SHALL BE PL YFORM. ALL PLYWOOD [;SED FOR FORMl\;G SHALL BE AT LEAST 5'8 l'iCH THICK AND EDGE SEALED. F. EXPANSION JOINT FILLER SHALL co,FORM WITH ASTM-01751 (PREMOLDED). G. PROVIDE CERTIFIED MILL TEST REPORTS OF THE CHEMICAL AND PHYSICAL PROPERTIES OF REl1'FORCING BARS A'JD WELDED WIRE FABRIC. G.l. REl1'FORC!t\G BARS-DEFORMED BILLET-STEEL BARS CONFORMING TO ASTM A6 l 5, CLEA1' A 'sD FREE FROM RUST, SC ALE, OR COATl'\G THAT WILL REDL:CE BOND. G.2. WELDED WIRE FABRIC G.2.1. CONFORl,1 TO ASTM A 185. TAGS DESIGNATING WIRE SIZE A1\D SPACING SHALL BE LEFT 01\ EACH ROLL UNTIL READY FOR USE. G.2.2. LNLESS OTHERWISE APPROVED WELDED WIRE MESH SHALL BE 6" X 6" '.\o.10 ,o.10 CONTINUOL!S. 4.0 CONCRETE A. QLALITY A. I. co,TRA(TOR ASSLMES RESPOt\SIBILITY FOR THE DESIGN MIX AND GUARA1'TEES THE SPECIFIED ULTIMATE STRENGTH AS l'JDICATED OR SPECIFIED HERElt\. A.2. CONCRETE, MINIMLM 28-DAY LLTIMATE STRE'.\GTH SHALL BE 2500 PSI. A.3. READY-l,!IXED CONCRETE SHALL CONFORM TO ASTM-C94. B. PROPORTIONS AND C01'SISTENCY B. l. THE PROPORTIOI\S OF AGGREGATE TO CEMENT SHALL PROVIDE A DENSE MIXTlJRE WHICH WILL READILY WORK INTO ALL CORNERS OF THE FORMS AND AROUND ALL REl'.\FORCEMENTS WITHOUT AI\Y SEGREGATION OF THE MATERIALS, CALSE EXCESS FREE WATER TO COLLECT OK THE SLRFACE OR CAUSE EXCESSIVE BLEEDING OF THE FORMS. 8.2. THE RECOMMENDED PRACTICES OF THE AMER IC Al', CONCRETE INSTITLTE SHALL BE FOLLOWED IN ALL APPLICABLE PROCEDURES. THE MAXIMUM SLUMP SHALL t\OT EXCEED (4") FOUR 11':CHES FOR FOOTl'iGS, SLABS O'iGRADE, AND MASS C01\CRETE: 5 INCHES FOR FOLNDA TION WALLS. C. COKTROL-THE C01'CRETE QLALITY, PROPORTIO'\S, CONS!STE'iCY, ETC., IS SLBJECT TO THE APPROVAL OF OWt\ER, AND 'iO CHANGES SHALL BE MADE WITHOlJT PRIOR WRITTEN APPROVAL. 5.1 FORMWORK A. FORMS FOR COt-CCRETE WORK SHALL BE EITHER METAL OR WOOD. FORMS THAT ARE WARPED OR THAT DO NOT HAVE A SMOOTH STRAIGHT LPPER EDGE SHALL NOT BE USED. FORMS SHALL BE SET WITH THE LIPPER EDGE OF THE BOARD TRLE TO Ll1'E AND GRADE AND SHALL BE STAKED RIGIDLY IN PLACE WITH STAKES SET l\OT MORE THA'i FOL!R FEET (4') APART SO AS TO REMA]'\ IMMOVABLE THROUGHOLT THE CONSTRLCTION. ALL FORMS SHALL BE APPROVED BY LA1'DSCAPE ARCHITECT WITH!'.\ A TOLERANCE OF 01\E PERCENT ( 1%). NOTIFY LANDSCAPE ARCHITECT 48 HOCRS IN ADVA!\CE TO SCllEDLLE 11\SPECTION. ALL MATERIALS SHALL BE ACCLRATELY A'iD SEPARATE!. Y WEIGHTED AND MIXING SHALL CO'iTINLE Lt\TIL THE DISTRIBLTIOK OF MATERIAL IS LNIFORM A'iD THE MASS OF CONCRETE IS HOMOGENEOUS. B. TWO A'JD OKE-HALF (2 l '2) GALL01'S OF WATER PER CLBIC YARD, SHALL BE WITHHELD FROM THE MIX AT THE PLANT, AND ALL OR A PORTION MAY BE ADDED TO THE MIX AT THE JOB SITE AS DIRECTED BY THE !'\SPECTOR. THE CONCRETE SHALL BE MIXED AT LEAST 5 MINUTES AFTER SUCH WATER IS I-\ - ADDED AND ,or LESS THAN 3 MIMJTES OF THIS TIME SHALL BE IMMEDIATE!. Y PRIOR TO THE DISCHARGE OF THE BATCH. TOTAL MIXING TIME AFTER ADDl1'G ORIGl'-;AL WATER SHALL BE AT LEAST 15 Ml'.\UTES. C. CONCRETE WHICH IS NOT PLACED WITHIN 90 Ml'iUTES AFTER THE INTRODUCTION OF CEME'\T A'iD WATER, AND CO'.\CRETE WHICH HAS STOOD FOR 10 Ml'iUTES AFTER LEAVl'\G THE MIXER, SHALL '.\OT BE LSED. 5.2 REBAR A. REINFORCl'.\G BAR SHALL BE SPLICED WITH 30 BAR DIAMERS Mlt\lMUM OVERLAP. 6.0 COt\VEYl'-G Al\D PLACI'.\G A. BEFORE POLRl'iG, ALL FORMS SHALL BE THOROLGHL Y CLEA'iED A1'0 MADE TIGHT. THE BOTTOM OF TRENCHES SHALL BE WETTED DOW'.\ BEFORE POLRl'iG FOOTINGS: EARTH SHALL NOT BE MLDDY AT THE TIME OF POLRl'\G. CO'iCRETE SHALL NOT BE PLACED LNTIL REl'iFORCEMENTS, ROUGH HARDWARE, A '-;0 FORMS ARE APPROVED BY OW'sER OR LA'iDSCAPE ARCHITECT. B. BEFORE DEPOS!Tll\G NEW COI\CRETE AGAINST OLD C01'CRETE, ALL LAITANCE SHALL BE REMOVED, Al\D THE SLR FACES ROLGHE1'ED TO EXPOSE THE EMBEDDED AGGREGATE. THE SLRFACES SHALL THEN BE COVERED WITH CEME'<T GROLT, lJSING THE SPECIFIED MIX WITH 1'2 OF THE COLRSE AGGREGATE OMITTED, I l '2 INCHES THICK. C. CONVEYING AND PLACl:SG OF CO'\CRETE SHALL BE DOSE SO AS TO PREVENT SEP ARA TI01' OF l\;GREDIENTS, At\D Its '.\O CASE SHALL THE FREE FALL EXCEED 6 FEET. TREMIES SHALL BE LSED AS REQURED. SLRFACES OF CO'iCRETE SHALL BE KEPT REAS01':ABL Y LEVEL, WITH A Ml1'1MLM AMOU'\T OF CO'iCRETE BEING ALLOWED TO FLOW AFTER BEl'.\G PLACED. PLACII\G SHALL BE PERFORMED AS A CO'iTINUOLS OPERATION lc'iTIL EACH SECTIOI\ IS COMPLETED. D. CO',CRETE SHALL BE SPADED AND VIBRATED WITH MECHA1'1CAL VIBRATORS TO A MAXIMLM SUBSIDE'sCE, WITHOLT SEPARAT!Ots OF 11':GREDIENTS. THE MOVI'iG OF CONCRETE BY VIBRATION WILL NOT BE PERMITTED. 6.1 COLORED CONCRETE INTEGRAL COLOR SHALL BE PER Pl.Al\ WHERE APPLICABLE. 7.0 GROUTING A. GROLT SHALL BE COMPOSED OF ONE PART PORTLA'<D CEME);T AND TWO PARTS OF Flt\E AGGREGATE BY vou;ME. MATERIALS SHALL BE MIXED DRY AND WATER ADDED JLST SllFFICIE'.\T TO MAKE THE MIXTL'RE FLOW UNDER ITS OWt\ WEIGHT, 8.0 CLRl1'G A'\D PROTECTION A. ALL EXPOSED SURFACES OF CONCRETE SHALi. BE PROTECTED FROM DAMAGE DUE TO TEMPERATURE, ELEMENTS. A1'D CO:SSTRUCTION OPERA TIO'-S. 8. CURING: 8.1. ALL EXPOSED SL RF ACES OF CONCRETE SHALL BE PROTECTED FROM PREMATLRE DRYlt\G AND FRESHLY PLACED CONCRETE SHALL BE PROTECTED AGAl'iST WASH BY RAl1'. ALL CONCRETE SHALL BE KEPT WET FOR A PERIOD OF TE1' DAYS AFTER PLACl1'li. B.2. ALL LIQUD (l;RJNG COMPOL'iDS SHALL BE l'SED I'\ ACCORDAt;CE WITH THE MA'iUF ACTLRER'S RECOMME'.\DATIO"IS A1'0 SHALL '.\OT BE LSED Qt,; SLRF ACES RECEIVl'iG CONCRETE HARDE'\ER. 9.0 DEFECTIVE CO'iCRETE A. CO'iCRETE WHICH IS 'iOT IN ACCORDANCE WITH THESE SPECIFICA Tl01\S. OlcT OF Ll'iE, LEVEL, OR PLUMB: SHOWl'iG STRL:CTLRAL CRACKS, ROCK POCKETS, VOIDS, SPALLS, HONEYCOMBl'iG, EXPOSED REl'iFORCl1'G OR OTHER DAMAGED SlJRFACES SHALL BE CONSIDERED AS DEFECTIVE. B. ALL FINES A'iD IRREGULARITIES SHALL BE REMOVED FROM EXPOSED CONCRETE SURFACES WHILE THE C01':CRETE IS STILL GREE'\. WHERE PATCHING IS REQLIRED, ALL LOOSE A1\D L1'IFORM CO'iCRETE SHALL BE REMOVED PRIOR TO PATCHING. 10.0 C01'CRETE FINISHES FLAT SLRFACES SHALL BE SCREEDED TO THE REQUIRED LEVELS AND SLOPE A'-;0 THEN ANY EXCESS WATER OR LAIT ANCE REMOVED. co,cRETE SHALL BE COMPACTED WITH A GRID TAMPER A'iD THE'i FLOATED TO A TRLE AI\D LEVEL SL;RF ACE WITHl'J THE TOLERANCE OF I "8 l'-CH ALO'iG A 10 FOOT STRAIGHT EDGE. CO'\TRACTOR SHALL ENSURE POSITIVE DRAl1'AGE 01' ALL FLATWORK. SEE PLA\JS FOR CONCRETE r1,rsH. I 1.0 EXPA'\SIOK JOINTS CONTROL JOI'iTS AND OTHER EDGES SHALL BE FORMED Its FRESH CO'\CRETE l!Sl'-G A CLEA'.\ EDGl'\G OR JDl1'Tl'.\G TOOL TO PROVIDE A SMOOTH LKIFORM FINISH. 12.0 CLEA'J-UP LPON COMPLETIO, OF ALL CONCRETE WORK A'iD BEFORE Fl'iAL ACCEPTANCE, COI\TRACTOR SHALL REMOVE ALL TOOLS, SLRPLLS MATERIALS, APPARATUS, DEBRIS, ETC .. FROM THE SITE A'iD THE SITE SHALL BE LEFT I'.\ A CLEAN, NEAT C01'DITIO'.\ ACCEPTABLE TO OWNER. I SH6ET I APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. RCE EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD Lill PLANNING DIVISION I I h ll ,c \I' I 1111'1:m I lll'h I l'l lh' I Ol'. '\IOKTECIK_--\ RESIDEKTI~\L --'\I ODE LS I.," d, , "I"' .r r , 11 r I,,,. I", , /., '"' pl.,""," g 31726 Rancho V1cJo Road I Su11c 20] S;,,.n Juim Capis1nmo, CA ')2675 t-----+---+-------------------+----+---+----+-----1 1-A-PP_R_o_v_E_D_, ---''---=~l1--=i-,____.,"'---"=_1i--'-'----l<t.:-J L-r, ~l-011 PLANNING DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: --- RVWD BY: PROJECT NO. CT 12-05 DRAWING NO. 477-9M 7.-7- X ! . --t-. I xi ii . ' ... ''"""" ··•··- X • ►• ◄ ·--··· .... Know what's below. Call before you dig. ...... ) ······· ........ ···•·•·•· ·---...... ····---... . .. NOTE: THIS PRO.ECT SHALL CONFORI,/ TO THE 2010 EO!TIONS OF THE CALIFORNIA BU/LO/NG COO£, UNIFORI,/ 1./ECHANICAL COO£, UNIFORI.I PLUI./BING COO£, ANO CALIFORNIA ELECTRICAL COO£ (BASE ON. THE 1999 EDITION OF THE NA TTONAL ELECTRIC COO£), ANO CITY ANO COUNTY LA~ ANO ORDINANCES. ,--·-· --·-·; i ' ______ ,,_ i ;... ............... . ~--J STREET 'A' ---_ .. ____ _.... SJ R /,,.,Jsc'1pt 11rch;ae1ur~ /a,rd pl11N11i1'S J 1726 Rancho Vi~jo Road I Suite 20 I San Juan Capistrano, CA 92675 TEL to 2Ht b~Ou IFAX '49 17~ ~~o~ 1'"1'"W .fJd j '1 ,. ,·am .. ··--·-·•---· -· .. ·--....... _. I \ ... , ' NOTES: IRRIGATION LEGEND SYM MFG MODEL GPM ARC PSI RAD PREC COMMENTS DET. HUNTER PROS-CV-5Q * 0.07 90 30 5' 1.2 SEE NOTES C/9 HUNTER PROS-CV-SH • 0.14 180 30 5' 1.2 SEE NOTES C/9 HUNTER PROS-CV-SQ• 0.17 90 30 8' 1.2 SEE NOTES C/9 HUNTER PROS-CV-SH • 0.33 180 30 8' 1.2 SEE NOTES C/9 HUNTER PROS-CV-SF• 0.66 360 30 8' 1.2 SEE NOTES C/9 9 HUNTER PROS-CV-lOQ • 0.23 90 30 10' 1.2 SEE NOTES C/9 • HUNTER PROS-CV-l0H • 0.51 180 30 10' 1.2 SEE NOTES C/9 ♦ HUNTER PROS-CV-l0F • 1.03 360 30 10' 1.2 SEE NOTES C/9 HUNTER PROS-CV-12Q • 0.37 90 30 12' 1.2 SEE NOTES C/9 HUNTER PROS-CV-l 2H • 0.74 180 30 12' 1.2 SEE NOTES C/9 HUNTER PROS-CV-12F • 1.48 360 30 12' 1.2 SEE NOTES C/9 HUNTER PROS-CV-LCS-515 0.65 90 30 5'X15' 1.2 SEE NOTES C/9 • HUNTER PROS-CV-SS-530 1.30 180 30 5'X30' 1.2 SEE NOTES C/9 • USE TORO PRECISION SPRAY NOZZLES • DIG HUNTER HUNTER .... KING BROS . I c I RAINBIRD ------RAINBIRD 1-------iAPPROVED ----APPROVED ===iAPPROVED APPROVED -e-RAINBIRD RAINBIRD ® RAINBIRD WATTS 0 HUNTER TOP 010 .2 -30 -~~s;J'· 1/9 PGV-ASV-CONTROL VAL VE (SIZE PER PLAN) INST ALL 12" ABOVE G/9 HIGHEST OUTLET. ACZ CONTROL ZONE KIT (SIZE PER PLAN) INSTALL 12" ABOVE HIGHEST OUTLET. EBV--OOOOT PVC BLOCKED BALL VAL VE (LINE SIZE). ESP-SMT-XX-INDOOR SMART CONTROLLER XFS-06-12XX INSTALL PER MFG INSTRUCTIONS -4" DEPTH (SEE NOTES). INSTALL FLUSH VALVE AT LOW POINT IN SYSTEM. CLASS 200 PVC LATERAL LINE (SIZE PER PLAN). 1 1/4" SCHEDULE 40 MAINLINE -18" COVER (SIZE PER PLAN). SCHEDULE 40 PVC SLEEVE -2X PIPE DIAMETER DOMESTICWATER METER BY OWNER -PER LOCAL WATER PURVEYOR ESP WEATHER SENSOR (MOUNT TO FENCE/WALL G/9 H/9 E/9 A-E/10 A, D/9 A,D/9 A, D/9 UNOBSTRUCTED BY OVERHEAO BLOCKAGE) -INSTALL PER MFG. B/9 INSTRUCTIONS. AIR VAC (INST ALL AT HIGH POINT OF EACH ZONE) FLUSH VALVE (INSTALL AT LOW POINT IN EACH ZONE) 500 SERIES PRESS. REGULATOR IN A GREEN 6" ROUND VAL VE BOX. 3/4 " PVC ATMOSPHERIC VACUUM BREAKER -INST ALL 12" ABOVE HIGHEST HEAD ON SYSTEM -FOR MIDDLE & TOP OF SLOPE SYSTEMS ONLY B/10 C/10 • C~SHlttti'ROVIDE SUFFICIENT NUMBER OF DRIP EMITTERS FOR ALL ........ ---.... POTS(REFER.IO .. fl.ANIING.PLAN FOR LOCATIONS) • INSTALL XFS TUBE ON-GRADE-COVERED W/WOOD MULCH IN SHRUB AREAS, STAPLE TO GROUND AT 36" O.C .. • CONTRACTOR SHALL VERIFY HIGH AND LOW POINTS FOR LOCATION OF AIR/V ACS AND FLUSH VALVES. • PROVIDE TWO EXTRA 3/4" DRIP VALVES PER UNIT FOR POT IRRIGATION (ONE FRONT, ONE REAR).~ COMMENT .-. Expiration Date: No. -VALVE NO. G.P.M. (GPH) o.o I 1' VAL VE SIZE HYDROZONE___,,,)-.. AREA 10' REFER TO SHEET 8 FOR NOTES, CALCULATIONS, & SCHEDULES 0 1 O' SCALE: 1" = 10' APPROVED FOR !RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. RCE __ EXP. __ _ DATE REVIEWED BY: INSPECTOR DATE 30' I /.\ -I SH7EET I CITY OF CARLSBAD ~4 1----+---+----------------t---+----+--+-----t PLANNING DIVISION ~ l-----+---+---------------+---+--------1---t---------i 1----+---+----------------t---+----+--+-----t 1.,1 t( D:''l \ P [ Ill PRO\ l'.11 [ t('J' f' LI t(_, 1-'0 R· 110NTECINA. RESIDENTIAL -1,f ODELS 1-------1----+------------+--+---+----+---1 /A _P_PR_oVE_D_: _/%;=;,£=~ -14 \,,_C:r:.:c..,__-E:,~\=\.a\-::=' L.,___ ~ ·\I-I± I 1-----+---+---------------+---+--------1---t---------i ~-PL~A~NN~IN~G ===;--~============~=====~· 1------+----+--------------+----+-----1--+-----■ DWN BY: --PROJECT NO. DRAWING NO DA TE INITIAL DA TE INITIAL DA TE INITIAL · ,__~---+--~---CHKD BY: --CT 12-05 477 9M DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: - -7-, .. WATER USE CALCULATIONS POC LOT 2 AND 3 City of Carlsbad MAWA* = (Eto)(.062) [ (0.7 x LA)+ (0.3 x SLA)l MAWA*a 89,553 WELO Worksheets ETWU* = (Eto)(.062) ( (PF x HA/ IE)+ (SLA) ) ElWU*a 86,780 '" GALLONS PER YEAR P-25C PROJECT: MONTECINA -MODELS 2/24/2014 Eta 47 Total landscape area 4,496 CONV. 0.62 29.14 Plant % of Total Controller Irrigation Hydrozone ET ADJ. 0.7 Hydrozone* Zone or Type/factor•* landscaped LOT2 Valve Method"'* Area (SF) LA LANDSCAPE AREA 4,311 x.7~ 3,018 LA • Area SLA SPEC. LANDSCAPE 185 x.3a 55.5 SLA 1 LW 1 D M 549 12.2% SPEC. LANDSCAPE ADJ. 0.3 3,073 TOTAL LA+ SLA 2 HW 2 s H 57 1.3% x29.14a 3 HW 3 D H 120 2.7% 89,553 MAWA 4 LW 4 D M 425 9.5% 5 MW 5 D --0.0% CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) FOR LOT 2 6 HW 6 D M 500 11.1% STEP HYDROZONE 7 HW 7 s H 264 5.9% 1 2 3 4 5 6 7 8 9 10 11 SLA SLA 44 1.0% ETO 1 47 0.0% CONVERSION 2 0.62 0.0"/4 STEP 1 X STEP 2 3 29.14 TOTAL 1,959 43.6% PLANT FACTOR (PF) 4 0.3 0.8 0.8 0.3 0.5 0,5 0.8 0.4 0.4 0.4 0.4 Plant % of Total AREA OF HYDROZONE Controller Zone or Irrigation Hydrozone 549 57 120 425 -500 264 LOT3 Hydrozone• Valve Method** Type/factor** Area (SF) Landscaped (HA) 5 • Area STEP 4 X STEP 5 6 164.7 45.6 96 127.5 a 250 Zll.2 a a a a 44 1 MW 1 D M 559 12.4% IRRIGATION 2 HW 2 D M 1,226 27.3% 0.8 0.55 0.8 0.55 0.55 0.8 0.55 0.85 0.85 0.85 0.85 EFFECIENCY (IE) 7 3 MW 3 D M -0.0"/4 STEP 6 DIV STEP 7 8 206 83 120 232 a 313 384 a a a 0 4 MW 4 D M -Q.0"/4 TOTAL ALL STEP 8 + 5 HW 5 s H 103 2.3% SLA SF IN STEP 5 9 1,381.10 6 LW 6 D M 508 11.3% STEP 3XSTEP 9a SLA 141 3.1% ETWU 10 40,245.32 TOTAL 2,537 56.4% CONTROLLER RUN TIMES CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) FOR POC LOT 3 SHRUBS/ DRIP Moderate Water Use I Sand Loam I Drip 1.0Gal/Hour STEP HYDROZONE Month Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1 2 3 4 5 6 SLA Maximum Minutes oer start time 25 25 25 25 25 25 25 25 25 25 25 25 ETO 1 47 Start times per week• 2 2 4 5 5 6 6 6 5 4 2 2 CONVERSION 2 0.62 Tot.al minutes per week so so 100 125 125 150 150 150 125 100 so so LATERAL PIPE LATERAL PIPE STEP 1 X STEP 2 3 29.14 *Start times nerweek mav not enual days per week. Multiple start times per day may be needed to avoid runoff. PLANT FACTOR (PF) 4 0.5 0.5 0.5 0.5 0.8 0.3 TURF/ NETAFIM SIZING CHART SIZING CHART AREA OF HYDROZONE Cool Season Grass I Sand Loam I Orio 1.0 Gal/Hour 559 1,226 --103 508 CLASS 200 PVC SCH. 40 PVC (HA) 5 Month Jan Feb Mar Apr May Jun Jul Aus Sep Oct Nov Dec SIZE FLOW (GPM) SIZE FLOW (GPM) STEP 4 X STEP 5 6 279.5 613 a a 82.4 152.4 141 Maximum Minutes ner st.art time 25 25 25 25 25 25 25 25 25 25 25 25 IRRIGATION Start times per week"' 3 3 5 7 7 8 9 9 7 5 3 3 3/4" = 0-I 0.5 3/4" = 0-8 0.8 0.8 0.85 0.85 0.55 0.8 EFFECIENCY (IE) 7 Total minutes per week 75 75 125 175 175 200 225 225 175 125 75 75 I " = I I -I 7 I " = 8.1-12 STEP 6 DIV STEP 7 8 349 766 0 a 150 191 •start times aerweek mav not equal davs ner week. Multi ale start times aer dav ma'\I be needed to avoid runoff. 1-1/4" = 17.5-27 1-1/4" = 12.1-22 TOTAL ALL STEP 8 + 1-1/2" = 27.5-37 1-1/2" = 22.1-30 SLA SF IN STEP 5 9 1,596.94 NOTE: CONTRACTOR SHALL ADJUST THE ABOVE SCHEDULE FOR THE ESTABLISHMENT PERIOD AS FOLLOWS: STEP 3 X STEP 9a • RUN ALL STATIONS USING THE ABOVE RUN TIME EACH DAY TO KEEP THE SOIL OPTIMALLY MOIST AT ALL 2" = 37.5-47 2" = 30.1-50 ETWU 10 46,534.92 TIME DURING THE 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 FOR SCHEDULING, INCLUDING PREC. RATES, PLANT TYPES, SOIL PROFILE, SLOPE ETC. .. ,J;AVB 12" ABOVE HIGHEST OCTLET (TYP.) IRRIGATION NOTES TOP OF SLOPE ~· '' ' -µ 1. INSTALL ALL IRRIGATION COMPONENTS ACCORDl"G TO LOCAL CODES AND 7. THE COSTRACTOR SHALL OSLY APPLY SUFFICIENT WATER TO PRO\,IOTE HEALTHY 16. SLEEVE IRRIGATION WIRING LNDER ALL PAVING. ~ _)() ORDINANCES, GROWTH OF THE PLA\JT MATERIAL. AT \JO TIME WILL THE COSTRACTOR APPLY SLEEVE LATERALS CSDER ALL PAVl"G 4 FEET A"D WIDER. . s tij 2. THE CO:STRACTOR SHALL OBTAl:s. COORDI\JATE A'-D PAY FOR A"Y AND ALL WATER AT A RATE OF FREQUESCY WHICH CAUSES RCS:OFF OR SOIL SATIJRATIOS. SLEEVE MAl"LINE CSDER ALL PAVl"G 4 FEET A"D WIDER. LOCATE VALVES PERMITS A'-D ALL l"SPECTIONS AS REQCIRED. 8. REFER TO DETAILS AND SPECIFICA TIO'.';S FOR !SST ALLA TIO'-OF ALL CO\,IPONDITS. ALL SLEEVES TO BE 2x SIZE OF PIPE TO BE SLEEVED. I I O" SIDE YARD 3. THE CONTRACTOR SHALL BE RESPONSIBLE A'-D LIABLE FOR ANY ENCROACH\,IE:-,JT 9, THE WORK SHOW'.'l 0:--l THESE PLAS:S IS DIAGRAMATIC. ALL ITEMS, IE. 17. l'SE CHECK VALVES AS REQ'D TO ELl\,IISATE LOW HEAD DRAl"IAGE. l'JTO ADJACE'JT PROPERTY, R.O.W.'S, EASE\,IENTS, SETBACKS OR ASY OTHER LEGAL COSTROLLERS. VALVES. \,IAI\JLISES. SLEEVES, WIRES, IRRIGATIO'J HEADS. ETC... 18. PRESSLRE CO\,IPESSATISG DEVICES SHALL BE L'SED O\J ALL NOZZLES TO I I PROPERTY RESTRJCTIONS EITHER MARKED OR UNMARKED. ARE SHOWN 1:--l THIER APPROXIMATE LOCATIONS OSLY. DO NOT SCALE DRAWINGS, ELI\IIINATE FOGGING. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FA\,IILIARIZE HIMSELF DETAIL DRA Wl'JGS \,IAY CLARIFY LOCATIO'-OF SO\,IE ITE\,IS. THE COSTRACTOR 19. WHERE VERTICAL OBSTRCCTIONS I" THE LASDSCAPE AREA IS:TERFERE WITH THE APPROVED FOR TYPICAL ATMOSPHERIC VACUCM BREAKER LOCATION WITH ALL UNDERGROUND t.:TILITIES. CONTRACTOR SHALL REPAIR/REPLACE AT NO SHALL SOT LOCATE ASY ITEMS WHERE IT IS OBVIOt.:S THAT THEY ARE IN SPRAY PATTERN OF ANY SPRINKLER RESCL TI"G IN l\,IPROPER COVERAGE, THE ADDITIONAL COST TO THE OWNER, ANY DA\IAGE TO UNDERGROUND UTILITIES CONFLICT WITH LNDERGROC"D UTILITIES, STRlJCTCRES, OTHER I\IPROVE\,IENTS, IRRIGATION CO\JTRACTOR SHALL RECTIFY THE COVERAGE OF IRRIGATIOS:, THE /RR/GA TION ANO PLANTING y y THAT MAY OCCUR. OR VEHICCLAR OR PEDESTRIAN SAFETY CONSIDERATIONS. IRRIGATION CONTRACTOR SHALL RECTIFY THE SITU A TIO:\ BY FIELD ADJCSTMEST I I 5, THE CO"TRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR At\Y AND ALL 10. ADJL'ST ALL HEADS FOR ML'\'IMU\11 OVERSPRAY 0\ AI\'Y NO'\iPLA'\JTED AREAS A\'.D TO THE IRRIGATION SYSTEM. THIS \,IAY REQUIRE THE ADDITION OF QUARTER ONLY, INCLUDING PRECISE DA\IAGES TO OPERATIO'-S OR WORK OF OTHER CONTRACTORS. CO'JTRACTOR COMPLETE COVERAGE OF LANDSCAPE AREAS. THIS SHALL INCLLDE SELECTING CIRCLE SPRINKLERS TO EACH SIDE OF THE OBSTRCCTIONS OR OTHER MEASURES. I I SHALL BE RESPONSIBLE FOR COORDINATIO'i OF ACTIVITIES WITH ALL AGENCIES THE BEST DEGREE OF ARC TO FIT THE EXISTING CONDITIOSS (USE VARIABLE ARC ALL SUCH ADJCST\,IENTS SHALL BE \,!ADE AT NO ADDITIO:\AL COST TO THE LOCATION OF PLANTING AND OTHER TRADES. NOZZLES AS NECESSARY). OW'\JER. AREA. TYPICAL SLOPE VALVE 6. THE CO'JTRACTOR SHALL VERIFY ALL CONDITIONS AS:D DIMENSIONS SHOWS OS 11. LOCATE ALL SHRCB SPRAY HEADS 6'" FRO\,! EDGE OF PAVl'IG. 20. PIPING AS:D WIRE CONDUIT PENETRATIOSS THROL'GH WALLS A'.';D INSTALLATION LOCATION@SIDE YARD I I PLANS AT THE SITE PRIOR TO COMMENCEMENT OF A'<Y WORK. ALL 12. DO NOT LOCATE ANY IRRIGATION HEADS CLOSER THAN 24" FR0\1 HOCSE. OF A1'Y IRRIGATION EQCIPME'-T CNDER PAVING \ILST BE COORDINATED WITH THE I DISCREPANCIES SHALL BE l\,l\,IEDIATEL Y REPORTED TO PROJECT LAN DSC APE 13. DO 1'0T USE FIXED RISERS 11' TRAFFIC AREAS. GE'-ERAL CONTRACTOR ANDCOSTRACTORS OF OTHER TRADES TO ELIMINATE - I el~ WEATHER SE'\SOR I ARCHITECT AND CITY lt-:SPECTOR FOR DIRECTION. AS:Y C01'TINLATION OF WORK 14. LSE 6" POP-LP HEADS IN TLRF AREAS. AND 12" POP-LP HEADS IN SHRCB AREAS PROBLE\,IS THAT MAY ARISE FRO\,! ISACCESSIBILITY OR DA\,IAGE TO A'<OTHER I Ci! CONTROLLER IS AT THE CONTRACTOR'S RISK AND EXPENSE. 15. l"SE VARIABLE ARC NOZZLES FOR AREAS OTHER THAS 90. 180, OR 360 DEGREES. TRADE'S WORK. I 114" SCH. 40 \,IAINLISE )I GARAGE I MOUNTED IN GARAGE (TYP.) CONNECT TO RE\,IOTE I COS:TROL VALVE I DOMESTIC SERVICE RCE EXP. DATE L~ I REVIEWED BY: BALL VALVE I wl I TYPICAL POINT OF CO'i!-iECTION INSPECTOR DATE CONTROLLER A'\D RAIN SENSOR --/_\ - I SHSET I Lill (ALL LOTSJ Cl'l'Y or CAHLSBAD PLANNING DIVISION ' I \, 11 <( \ I ' I : 1\11'1:0I 1:111, I I 'I ", I O I: .. • :\IOKTECIK_--\ NOTE: Tl/IS PROJECT SHALL CONFORA/ TO Tl/£ 20!0 s J R I £0/TTONS OF Tl/£ CALIFORNIA BUILOINC COO£, UN/FORA/ \.1-\\USCAPt RESIDEKTIA.L \fODELS A/ECHAN!CAL COO£, UN/FORA/ PLUAIB!NC COO£, ANO -- CALIFORNIA ELECTRICAL CODE (BASE ON Tl/£ !999 1"','' <,; ;; g. I APPROVED: ~.J_( £0/TTON OF Tl/£ NA llONAL ELECTRIC COO£), ANO CITY I,, 11,I,, ,, /i ,, ",, It r I<<' tu,<' ~ ~ ....... Gr-~\-0it I '-I _. ANO COUNTY LAI/IS ANO ORDINANCES l11,r,I pl,1""'"11 '--' "' '3-ll-1--\: Know what's below. --~ _..., C ,,~ ·u -i -~ 1726 Rancho V1cJD Rolld I Sui le 201 * \ ,,~ * PLANNING Call before you dig, S,n Ju,n C:.1.pisln.nu, CA 92675 ~\. -21-14 ·~ DWN BY: '1',;,.t--f),W -~ PROJECT NO. DRAWING NO. 1 r1 -1~~ :-,, ,,•111111 •\X ~~~ ,-,, ,,•n• Of n\. \'-r:;, DATE INITIAL OATE INITIAL DATE INITIAL CHKD BY: ,. ,, " ,,,,,"' ,.,, '" REVISION DESCRIPTION CT 12-05 477-9M DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: Expiration Date: 2-7-14 --. ---- 6" MIN. 6" \11'>. rr.~--------------© -l----"'----"'-'""-'----,11l 9 ----I 2 k-------1 2 G H 6 10 3 --+~----------{4 TOAV13 LEGEND: I. ANTI-SIPHON VALVE /ANGLE VALVE WITH UNION 2. LINE OF BUILDING 3. FINISH GRADE 4. SCH 80 PVC NIPPLE TYPICAL (2) PLACES 5. P.V.C. LATERAL LINE 6. SCH 80 PVC 90 DEGREE ELL TYPICAL (2-3) PLACES 7. P.V.C. MAIN LINE 8. WATER-PROOF WIRE CONNECTOR 9. CONTROLLER WIRE 10. WIRE STRAPS ATMOSPHERIC CONTROL VAL VE 2 1------ LEGEND I MULCH BED 2 FINISH GRADE. 3 PRESSURE SUPPLY LINE 12 \ \ 4 REMOTE CONTROL VAL VE (REFER TO PLAN) 5 SOLENOID WIRES-PIGTAIL EACH 36" LONG ' N 3 I<--'-~-------__, 4 F"Low➔ NOTES: A. ALWAYS LOCATE VALVES IN SHRUB BEDS A MINIMUM OF 12" FROM STRUCTURES, HARDSCAPING, OR TOES OF SLOPES B. LOCATE 12" ABOVE HIGHEST HEAD IN SYSTEM. ® © G) 6 CHRISTY VALVE TAG W/ VALVE NUMBER IMPRINT 7 PRESSURE REGULA TOR -REFER TO PLAN 8 3/4" CRUSHED ROCK. 9 BRICKS (4 REQ'D.) 10 RECTANGULAR JUMBO PLASTIC VALVE BOX -WI LID 11 PVC UNION FOR SERVICING ASSEMBLY. 12 IN-LINE FILTER -REFER TO PLAN ISOLATION VAL VE I D E F :;; ::, :;; -i:!:: :;; ::, "' • "' 0 0 ·/ lf-,...,f4------1 ' LEGEND I. HARDSCAPING 2. CLEAN BACKFILL -SEE SPECS. FOR MATERIAL, 90% COMPACTION REQUIRED 3. SAND 4. NON-PRESSURE LATERAL LINE SLEEVE SIZE TWICE DIAMETER OF NON-PRESSURE LATERAL LINE 5. CONTROL WIRE SLEEVE -SIZE PER PLAN, INSTALL ADJACENT TO PRESSURE SUPPLY LINE 6. PRESSURE SUPPLY LINE SLEEVE -SIZE TWICE DIAMETER OF PRESSURE SUPPLY LINE NOTES: A. ALL SLEEVES TO BE SCH. 40 PVC. B. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPE AT BOTH ENDS "'-----'-!,;------{, C. RECYCLED WATER SLEEVING TO BE 30" DEPTH MINIMUM 12" TYP. SLEEVING DETAIL 2 ----4 3 '° ' .,,. 6 5 >----------~ SIDE ELEVATION LEGEND I. WALL MOUNTED CONTROLLER WITH INTERIOR TRANSFORMER 2. 3/4" SCH. 40 PVC. LOW VOLT IRRIGATION WIRE CONDUIT 3. 3/4" PVC ELECTRICAL SWEEP 90 DEGREE ELL THROUGH BUILDING TO TOP OF FINISH GRADE 4. BURY LOW VOLTAGE WIRE IN 24" DEEP TRENCH FOLLOW MAINLINE WHERE POSSIBLE 5. INTERIOR GARAGE WALL 6. BUILDER SUPPLIED 120V. GARAGE WALL PLUG FINISH SURFACE NOTES: A. ALL WIRING SHALL BE INSTALLED PER LOCAL CODES. B. SEAL ALL WALL PENETRATIONS W/ WATERPROOF CAULK, OR FOAM. C. INSTALL CONTROLLER AND CONDUIT PLUMB WITH WALLS. INT. WALL MOUNTED CONTROLLER I" IN LAW'\ AREAS 2" I, PLA~T AREAS Q() - LEGEND " Q a "o 0 CD GREEN PLASTIC VAL VE BOX COVER SHALL BE MARKED "PR" IF REGULATOR IS REQ'D (D FINISH GRADE G) ISOLATION VAL VE © 314" WASHED CRUSHED AGGREGATE (D SCH. 40 PVC MALE ADAPTORS @ UNION CD PRESSURE REGULATOR (IF REQ'D) @ TOE NIPPLE NOTE: A. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX B. USE WILKINS 500 SERIES REG. IF REQ'D --<2 6 4 ffllffl I,,"",, ,,p ,, ,1 r, hr re,·,,,,,, I a",/ I' I.,"" r" ~ 11726 Rancho Viejo Road I Su11c 201 San Juan ("apistrano. CA 92675 "" ,, ,,.,1.,, ',,n, A B C DA TE INITIAL ISOLATION VAL VE/PRESSURE REGULATOR Expiration Dote: DESIGNER OF WORK AD 6"MIN. / _x '•✓/•o LEGEND I, ADJACENT WALK OR FINISHED SURFACE 2. CLEAN BACKFILL -SEE SPECS. FOR MATERIAL, 90% COMPACTION REQUIRED 3. NON-PRESSURE LATERAL LINE /)(' ,· / ·-::,·./.' ' / '·/·,. ""' 4. PRESSURE SUPPLY LINE _/' I 6" \11'.\'. 5. PROVIDE 2" OF CLEAN BACKFILL 6. CONTROL WIRES -BUNDLE AND TAPE AT 15' O.C. AND INSTALL BELOW PRESSURE SUPPLY LINE NOTES: A. PIGTAIL AND LOOP CONTROL WIRE AT ALL 90 DEGREE CHANGES IN DIRECTION 8. SPLICING OF WIRE RUN PER CITY SPECIFICATIONS ONLY C. 24" MIN. COVER FOR RECYCLED WATER MAINLINE AND MAINLINE 2" AND LARGER. TRENCHING DETAIL CD 2 LEGEND CD ROOF (D FASCIA G) SENSOR G) 1/2" PVC ELECTRICAL CONDUIT PAINT TO MATCH HOUSE 0 PIPE CLAMP (4 REQ'D MIN.) @ FACE OF HOUSE "------{4 TYP. 5 NOTES: • FOR COMPLETE INSTALLATION INSTRUCTIONS, SEE MANUFACTURERS SPECIFICATIONS. -------~ 6 • CONTRACTOR SHALL PLACE RAIN SHUT OFF STICKER ON CONTROLLER W/INFORMATION BOOK. • FINAL LOCATION SHALL BE APPROVED BY LANDSCAPE ARCHITECT. • DONOTLOCATEDEVICEINDIRECTPATHOF WATER RUN-OFF FROM HOUSE • IF DEVICE IS MOUNTED ON FENCE POST, SLEEVE WIRE IN 1/2" DLA. BROWN-LINE PIPE CLAMPED TO POST IN TWO VERTICAL LOCATIONS. WEATHER SENSOR " ----i 24" Mil\. FROM PAVI~G .,---------, J 6 4--------{4 ~J\------- ci::::::::: G~~-7---\--------'/ 9 LEGEND CD POP-UP HEAD (I} FI\IISH GRADE G) SCH. 80 PVC '\IPPLE LEI\GTH AS NECESSARY ~ SCH. 40 PVC TxT 90 DEGREE ELL \-IARLEX 90 DEGREE STREET ELL SCH. 80 PVC '\IPPLE (6" LO,G) G) 7\O~-PRESSLRE LATERAL LINE & TEE FITTI,G @ \1ARLEX 90 DEGREE ELL © A'.',;TI-DRAI:'\ VAL VE -ALL DOW'.',; SLOPE HEADS -IF !\OT FITTED IN HEADS NOTE: LOCATE HEAD 24" FRO\-! WALKS. CL RBS (FRO~T YARDS), 24" FROM HARDSCAPII\G, A~D 6" \1OW STRIPS (REAR YARDS) LOCATE HEAD 18" \1IN. FROM ALL STRLCTL:RES. POP-UP HEAD I SH9ET I APPROVED FOR !RR/GA T!ON AND PLANTING ONLY, INCLUDING PRECISE LOCA T/ON OF PLANTING AREA. RCE EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD U±J PLANNING DIVISION ' I \~1)-c \l'l 1\11'1•:Cl\ I \11.~l l'l \~-I Iii< '\IOKTEC'IK_'\ RESIDEKTL,\L '\IODELS APPROVED: ~ ~ lSIIAr ~-II-i4 PLANNING REVISION DESCRIPTION DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: CT 12-05 477-9M 8 2 x+ x+ x+ x+ X X X X X X X X X 257. 257. 257. 257. TOP 2/3 OF SLOPE BOTTOM 1/3 OF >------NORMAL SPACING -----~-----_.__ SLOPE SPACING PLUS 25% X ~ DISTANCE BETWEEI\ ROWS OF DRIP LATERALS AS DETERMINED BY PLANT AND SOIL TYPE. SEE NOTE 1. D DRIPPERLINE SLOPE INSTALLATION @ @0 © 0 @ i -_-n /0 i - I I L -__; J L_ INSET A INSET A 0 2·0• / ® @ ( / FP CD 0 NOTES: I. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED 01\ SOIL TYPE. PLANT MATERIALS AND CHAI\GES IN ELEVATION. SEE RAIi\ BIRD XFS DRIPLI>;E 11,STALLA TION GUIDE FOR SLGGESTED SPACINGS. 2. LEKGTH OF LONGEST DRIPLINE LATERAL SHOLLD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYl',G TABLE. 3. AIR RELIEF VAL VE TO BE 11\STALLED AT HIGH POl'(T OF AREA. E DRIPPERLINE LAYOUT (IRREGULAR) @ J 0 © i 0 4-6" @0@ ,r,rr @ 0 INSET A BOTTOM 1/3 OF SLOPE 7 5 0 I CD @ 6 PSI 15 20 30 40 50 60 0 PVC DRIP MANIFOLD FROM RAIN BIRD CONTROL ZONE VALVE KIT (SIZED TO MEET LATERAL FLOW DEMAND) 0 BARB X MALE FITTING: RAIN BIRD XFS-MA FITTING (TYPICAL) 0 PVC SUPPLY HEADER 0 PVC SCH 40 TEE OR EL (TYPICAL) 0 SUB-SURFACE DRIPLINE: RAIN BIRD XF SERIES DRIPLINE (TYPICAL) POTABLE: XFS DRIPLINE NON-POT ABLE: XFSP DRIPLINE G) FLUSH POINT: SEE RAIN BIRD XFS DETAILS FOR FLUSH POINT INSTALLATION G) PVC FLUSH HEADER ® 112" AIR RELIEF VALVE: RAIN BIRD ARV-I2 SEE RAIN BIRD XFS DETAILS FOR ARV-12 INSTALLATION NOTES: 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AKO CHANGES IN ELEVATION. DISTANCE BETWEEN LATERAL ROWS FOR BOTTOM 113 OF SLOPE TO BE l.25X OPTIMAL ROW DISTANCE. SEE RAIN BIRD XFS DRIPLINE INSTALLATIOI\ GUIDE FOR SUGGESTED SPACING. 2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE. 3. WHEN ELEVATION CHANGE EXCEEDS IO FEET IT IS RECOMMENDED THAT A NEW DRIPLINE ZONE BE CREATED. 4. 11\STALL AIR RELIEF VALVE AT HIGH POINTS IN DRIP LATERAL. XFS Dripline Maximum Lateral Lengths (Feet) 12" Spacing 18" Spacing 24" Spacinq 0.6 GPH 0.9 GPH 0.6 GPH 0.9 GPH 0.6 GPH 0.9 GPH 273 155 314 250 424 322 318 169 353 294 508 368 360 230 413 350 586 414 395 255 465 402 652 474 417 285 528 420 720 488 460 290 596 455 780 512 WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 50PSI, IT IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING. @ © ® ® Inlet Pressure psi 15 20 30 40 50 CD PVC EXHALST HEADER 0 PVC SCH 40 TEE OR EL (TYPICAL) (D FLUSH POINT (TYPICAL) SEE RAIN BIRD DETAIL "XFS FLUSH POINT" OR "XFS FLUSH POINT WITH BALL VALVE" © BARB X MALE FITTII\G: RAIN BIRD XFD-MA FITTING (TYPICAL) G) PERIMETER OF AREA © BARB X BARB INSERT TEE OR CROSS: 0 RAIN BIRD XFD-TEE OR RAIK BIRD XFD-CROSS !TYPICAL) PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA ® SCB-SURFACE DRIPLINE: RAIN BIRD XF SERIES DRIPLINE (TYPICAL) POT ABLE: XFS DRIPLINE NON-POTABLE: XFSP DRIPLINE ® 112" POL YETHYLE'JE BLANK TUBING: RAIN BIRD XF SERIES BLANK TCBING @) AIR RELIEF VALVE: RAIi, BIRD AR VALVE KIT SEE RAl>i BIRD DETAIL "XFS AIR RELIEF VALVE KIT" @ PVC SUPPLY MANIFOLD @ PVC SUPPLY PIPE FROM RAIN BIRD CONTROL ZONE KIT (SIZED TO MEET LATERAL FLOW DEMAND) @ TOT AL LENGTH OF SELECTED DRIPLJNE SHOCLD t\OT EXCEED LEtsGTH SHOWN INT ABLE @ PVC SCH 40 RISER PIPE XFS Dripline Maximum Lateral Lengths (Feet) 12" Spacinq 18" Spocinq 24" Spocino Nominal Flaw (GPH) Nominal Flaw {GPH) Nominal Flaw {GPH) 0.6 0.9 0.6 0.9 0.6 0.9 255 194 357 273 448 343 291 220 408 313 514 394 350 266 494 378 622 478 396 302 560 428 705 541 434 333 614 470 775 594 A B C I. 2. 2 J 4 NOTES: EASY FIT COMPRESSION TEE: RAIN BIRD MDCF TEE SUB-SURF ACE DRIPLINE: RAIN BIRD XF SERIES DRIPLINE POT ABLE: XFS DRIPLINE NON-POTABLE: XFSP DRIPLINE A. I. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM, AND FIVE FEET IN CLAY. 3. 4. INLINE DRIP EMITTER TIE DOWN ST AKE: B. 2. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE-DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. 5. RAIN BIRD TDS-050 WITH BEND (TYPICAL) TURF/FINISH GRADE OR SHRUB BED WITH MULCH C. 3. INSERTION PLOW AND TRENCHED INSTALLATIONS DO NOT REQUIRE TIE DOWN STAKES. DRIPPERLINE BURIAL 2 3 II 11 u ________________________ u 6 7 8 AIR RELIEF VAL VE 2 5 L_ _ ____ J MANUAL FLUSH VAL VE LEGEND I. FINISH GRADE SUBTERRANEAN EMITTER BOX: RAIN BIRD SEB 7XB 3. 1/2" AIR RELIEF VAL VE: 4. RAIN BIRD ARV-12 TO BE INSTALLED AT HIGH POINTS IN DRIP ZONE PVC SCH 40 FEMALE ADAPTER 5. PVC SCH 80 RISER 6. BRICK (I OF 2) 7. 8. 9. PVC HEADER PIPE PVC SCH 40 TEE 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL LEGEND I. FINISH GRADE 2. PVC DRIP MANIFOLD PIPE 3. PVC I" X ¾" TRUE UNION BALL VAL VE 4. MALE X BARB ADAPTER 5. BLANK TUBING 6. 12-INCH VALVE BOX WITH COVER: 7. 3-INCH MINIMUM DEPTH OF¾" WASHED GRAVEL 8. BRICK (I OF 2) APPROVED FOR !RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. RCE __ _ EXP ____ _ DATE REVIEWED BY: r-------------------------------------------1 ffllffl I,," d,, •'/' ,· ",, I, i, ,. , 1.,, < 1,, "" /I l.1"" r u i, -~ 172fi R;mcho Viejo Rrn1d I Suite 20\ San Juan Capis1rano, CA 1)2675 """ ,,,.,.,, , <Jm Expiration Date: INSPECTOR DATE ~ Cl'l'Y 01-' CAHLSBAD SHEETS l---t--+----------------1----l---i---l--~ ~L!Q_J==O=:::....':::=====P=L=AN=N=IN=G=Dl=Vl=Sl=O=N===:::...':::=1=4= I \~ll>( \l'I: l\ll'l:O\ 1:\11 ~ I l'I \~' I 01: ~JONTECIN,0\ RESIDEI\TL~L '\I OD ELS APPROVED: ~J. (,. ~l\.oir -;.1i.,4 PLANNING DATE INITIAL OESIGNER OF WORK REVISION DESCRIPTION DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OllffR APPROVAL CITY APPROVAL RVWD BY: CT 12-05 477-9M , PART A IRRIGATION 1.0 SCOPE FURNISH ALL MATERIALS, EQUIPMENT, SERVICES, SUPERVISION, TRANSPORTATION AND LABOR NECESSARY TO PERFORM ALL IRRIGATION WORK, COMPLETE, INCLUDING BUT NOT LIMITED TO: SERVICE MANUALS; RECORD DRAWINGS; LOOSE EQUIPMENT; GUARANTEE; MATERIALS; AND INSTALLATION. 2.0 DRAWINGS AND SPECIFICATIONS A. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO INDICATE AND SPECIFY A COMPLETE AND EFFICIENT SPRINKLER IRRIGATION SYSTEM. B. PLOT DIMENSIONS ARE APPROXIMATE. CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND SHALL REPORT ANY VARIATIONS TO LANDSCAPE ARCHITECT. C. DUE TO THE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, ETC., WHICH MAY BE REQUIRED. CONTRACTOR SHALL CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL HIS WORK, AND PLAN HIS WORK ACCORDINGLY. DRAWINGS ARE GENERALLY DIAGRAM MA TIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE WORK SHALL BE INSTALLED IN THE MOST DIRECT AND WORKMANLIKE MANNER, SO THAT CONFLICTS BETWEEN SPRINKLER SYSTEMS, PLANTING AND ARCHITECTURAL FEATURES WILL BE AVOIDED. 3.0 SERVICE MANUALS/MATERIALS LIST A. CONTRACTOR SHALL FURNISH ONE (I) MANUAL TO OWNER. THE MANUAL MAY BE LOOSE LEAFED AND SHALL CONTAIN COMPLETE EXPLODED DRAWINGS OF ALL EQUIPMENT INSTALLED SHOWING COMPONENTS AND CATALOG NUMBERS TOGETHER WITH THE MANUFACTURER'S NAME AND ADDRESS. ADDITIONAL SHEETS SHALL COVER OPERATION INSTRUCTIONS SIMPLE ENOUGH TO BE UNDERSTOOD WITHOUT SPECIALIZED KNOWLEDGE. B. CONTRACTOR SHALL FURNISH A MATERIALS LIST TO OWNER FOR APPROVAL PRIOR TO START OF WORK. SAID LIST SHALL CONFORM TO PERFORMANCE STANDARDS AND DATA AS SHOWN ON DRAWINGS, OR IN LEGEND AND DETAILS. 4.0 AS BUILT DRAWINGS: A. RECORD ACCURATELY ON ONE SET OF BLACK AND WHITE PRINTS (IRRIGATION DRAWINGS), ALL CHANGES IN WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS. INCLUDE CHANGES IN BOTH PRESSURE AND NON-PRESSURE LINES. B. UPON COMPLETION OF EACH INCREMENT OF WORK, TRANSFER ALL SUCH IN FORMATION AND DIMENSIONS TO THE PRINTS. RECORD CHANGES AND DIMENSIONS IN A LEGIBLE AND PROFESSIONAL MANNER. WHEN THE DRAWINGS ARE APPROVED, TRANSFER ALL INFORMATION TO A SET OF REPRODUCIBLE DRAWINGS. C. DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE (MONUMENTS, SIDEWALKS, CURBS, AND PAVEMENT). POST INFORMATION ON AS BUILT DRAWINGS DAY-TO-DAY AS THE WORK IS INSTALLED. ALL DIMENSIONS NOTED ON THE ORA WINGS SHALL BE l /4 INCH IN SIZE. D. SHOW DIMENSIONAL LOCATIONS AND DEPTHS OF THE FOLLOWING: I. POINT OF CONNECTION (P.O.C.). II. BACKFLOW PREVENTION ASSEMBLY, MASTER VALVE AND FLOW SENSOR. Ill. ROUTING OF IRRIGATION PRESSURE MAINLINES (DIMENSION MAXIMUM 100 FEET ALONG ROUTING AND ALL DIRECTIONAL CHANGES). IV. BALL AND BUTTERFLY SHUT-OFF VALVES V. IRRIGATION CONTROL VALVES. VI. AUTOMATIC CONTROLLER, RAIN SENSORS AND ELECTRICAL CONDUITS. VII. SLEEVES AND PULL BOXES. VIII. OTHER RELATED EQUIPMENT (AS DIRECTED BY THE ENGINEER) E. MAINTAIN AS-BUILT DRAWINGS ON SITE AT ALL TIMES. THESE DRAWINGS ARE SUBJECT TO INSPECTION AT ANY TIME. F. MAKE ALL CHANGES TO REPRODUCIBLE DRAWINGS IN INK (NO BALLPOINT PEN). MAKE CHANGES IN A MANNER EQUAL TO THE ORIGINAL DRAWINGS. G. CONTRACTOR MUST SUBMIT AS-BUil T DRAWINGS (3-MIL MYLARS AND ONE SET OF BLUELINES) TO THE ARCHITECT INSPECTING THE SITE SEVEN DAYS PRIOR TO THE ST ART OF THE MAINTENANCE PERIOD FOR AP PROV AL. H. CONTROLLER CHARTS-THREE CONTROLLER CHARTS PER CONTROLLER, ENCASED IN 20 MIL PLASTIC, SHOWING CLEARLY THE AREAS SERVICED BY EACH REMOTE CONTROL VAL VE (EACH VAL VE DEPICTED BY A DIFFERENT COLOR) SHALL BE PROVIDED AT EACH CONTROLLER. CONTROLLER CHARTS SHALL BE MADE USING REDUCED APPROVED AS-BUILT PLANS 5.0 LOOSE EQUIPMENT LOOSE SPRINKLING EQUIPMENT, OPERATING KEYS AND SPARE PARTS WILL BE FURNISHED BY THE CONTRACTOR IN THE FOLLOWING QUANTITIES: A. 6 BODIES WITH FOUR (4) INSERTS FOR EACH PATTERN USED. B. 4 OSCILLATION BODIES C. 4 ROTOR BODIES D. 3 30" KEYS FOR MANUAL VALVES E. 2 CONTROLLER KEYS F. 2 ENCLOSURE KEYS G. 4 COUPLER INSERTS AND HOSE SWIVELS H. 3 HOSE BIB KEYS I. I 36" SOIL PROBE J. I VALVE BOX KEY 6.0 GUARANTEE A. THE ENTIRE SPRINKLER SYSTEM SHALL BE UNCONDITIONALLY GUARANTEED BY CONTRACTOR AS TO MATERIAL AND WORKMANSHIP, INCLUDING SETTLING OF BACKFILLED AREAS BELOW GRADE FOR A PERIOD OF ONE (I) YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. OWNER MAY EXERCISE OPTION TO WITHHOLD PART OF FINAL PAYMENT UNTIL THE ONE YEAR PRODUCT/WORKMANSHIP GUARANTEE HAS ELAPSED FROM DATE OF FINAL ACCEPTANCE. B. IF WITHIN ONE YEAR FROM THE DATE OF COMPLETION, SETTLEMENT OCCURS, AND ADJUSTMENTS IN PIPES, VALVES AND SPRINKLER HEADS OR PAVING IS NECESSARY TO BRING THE SYSTEM OR PAVING TO THE PROPER LEVEL OF THE PERMANENT GRADES, CONTRACTOR, AS PART OF THE WORK UNDER HIS CONTRACT, SHALL MAKE ALL ADJUSTMENTS WITHOUT EXTRA COST TO OWNER, INCLUDING THE RESTORATION OF ALL DAMAGED PLANTING, PAVING OR OTHER IMPROVEMENTS OF ANY KIND. C. SHOULD ANY DIFFICULTIES DEVELOP WITHIN THE SPECIFIED GUARANTEE PERIOD WHICH OWNER FEELS MAY BE DUE TO INFERIOR MATERIAL AND/OR WORKMANSHIP, THESE DIFFICULTIES SHALL BE IMMEDIATELY CORRECTED BY CONTRACTOR TO THE SATISFACTION OF OWNER AT NO ADDITIONAL COST TO OWNER, WITHIN 72 HOURS OF WRITTEN NOTICE, INCLUDING ANY AND ALL OTHER DAMAGE CAUSED BY SUCH DEFECTS. FAILURE OF CONTRACTOR TO RESPOND IN A TIMELY MANNER TO REPAIR DAMAGED CONDITIONS, SHALL PROMPT OWNER TO REPAIR SAME AND DEDUCT COSTS OF LABOR, MATERIAL AND EQUIPMENT USED FROM CONTRACTOR'S FINAL PAYMENT. 7.0 MATERIALS A. PIPE AND FITTINGS A.I. BRASS-BRASS PIPE SHALL BE JPS STANDARD WEIGHT 85% RED BRASS. FITTINGS SHALL BE WITH STANDARD 125 POUND CAST BRONZE THREADED FITTINGS. A.2. PVC CONDUIT-PIPE THAT IS USED FOR CONTROL WIRES SHALL BE PVC CONDUIT SCHEDULE 40: TYPE 1220. ALL WIRES UNDER PAVING SHALL BE INSTALLED IN PVC CONDUIT, OR SLEEVES. 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 VIRGIN MATERIALS. A.3.2. OUTSIDE DIAMETER Of PIPE SHALL BE THE SAME SIZE AS IRON PIPE. A.3.3. PIPE SHALL BE MARKED AT INTERVALS NOT TO EXCEED 5' WITH THE FOLLOWING INFORMATION: MANUFACTURER'S NAME. NOMINAL PIPE SIZE, PVC TYPE AND GRADE (I.E., 1220) SDR RA TING CLASS. NSF APPROVAL AND COMMERCIAL STANDARD DESIGNATION CS 256-60 A.3.4. PIPE SHALL BE MARKED AT INTERVALS WITH THE FOLLOWING INFORMATION (NOT TO EXCEED 5'): MANUFACTURER'S NAME, NOMINAL SIZE. PVC TYPE AND GRADE (I.E .. PVC 1220) SDR RATING CLASS, NSF APPROVAL AND COMMERCIAL STANDARD DESIGNATION CS256-63). MARKING SHALL INCLUDE EXTRUSION DATE. A.3.5. PVC TYPE I SHALL NOT BE THREADED A.3.6. PVC FITTINGS SHALL BE PVC TYPE 11, SCHEDULE 40 NSF APPROVED. A.3. 7. SOLVENT SHALL BE No. 175 GRAY NSF APPROVED AS MANUFACTURED BY INDUSTRIAL POLYCHEMICAL SERVICE, GARDENA, CALIFORNIA, OR EQUAL. A.3.8. CAUTION SHALL BE UTILIZED IN HANDLING TYPE I PIPE DUE TO THE POSSIBILITY Of CRACKING, OR OF SPLITTING WHEN DROPPED OR HANDLED CARELESSLY. A.3.9. WHEN CONNECTION IS PLASTIC TO METAL, MALE ADAPTORS SHALL BE USED. THE MALE ADAPTOR SHALL BE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH. JOINT COMPOUND SHALL BE PERMATIX TYPE II. A.4. RING-TITE PVC PIPE A.4.1. ALL PIPE INDICATED ON THE WORKING DRAWINGS, SHALL BE CLASS 160 PSI JOHNS-MANVILLE PVC PIPE WITH RING-TITE JOINTS. A.4.2. ALL RING-TITE JOINTS SHALL BE SEALED WITH RUBBER RINGS AS PROVIDED BY THE MANUFACTURER. ALL PIPE JOINTS SHALL PROVIDE FOR EXPANSION AND CONTRACTION. A.4.3. THRUST BLOCKS SHALL BE PROVIDED AS REQUIRED FOR PROPER ANCHORAGE AND DURABILITY OF THE RING-TITE PIPE. (REFER TO DETAILS) B. SPRINKLER HEADS SPRINKLER HEADS SHALL BE AS SHOWN ON PLAN. C. VALVES C. I. REMOTE CONTROL VALVES -ELECTRIC REMOTE CONTROL VALVES SHALL BE AS SHOWN ON PLANS AND DETAILS. C.2. GATE/BALL VALVES-APPROVED GATE/BALL VALVES SHALL BE AS SHOWN ON PLANS AND DETAILS. SIZE AND LOCATION SHALL BE AT 300' INTERVALS MINIMUM AND ELSEWHERE AS INDICATED ON PLAN. C.3. ALL VALVES SHALL BE LOCATED 24" AWAY FROM CURBS OR SIDEWALKS, AND POSITIONED PERPENDICULAR TO THE EDGE OF PAVING. C.4. ALL VALVES SHALL BE MARKED AT A CURB LOCATION, FINAL LOCATION AND METHOD OF MARKING TO BE APPROVED BY THE CITY. C.5. VALVES SHALL BE CLUSTERED IN GROUPS PER PLAN. D. AUTO MA TIC CONTROLLERS AUTO MA TIC CONTROLLERS SHALL BE AS SHOWN ON PLANS AND DETAILS. E. CONTROL WIRE FOR RCV'S ALL WIRING TO BE USED FOR CONNECTING THE AUTOMATIC CONTROLLER TO THE ELECTRICAL SOLENOID ACTUATED BY REMOTE CONTROL VALVE SHALL BE TYPE UF-600V, 14 GU AGE SOLID COPPER, PVC INSULATION, SINGLE CONDUCTOR, UL APPROVED UNDERGROUND FEEDER CABLE. EACH PILOT OR "HOT" WIRE SHALL BE COLOR-CODED FOR EACH VAL VE WITH THE COMMON WIRE BEING WHITE AND STRIPED DIFFERENTLY FOR EACH VALVE. "PIG-TAIL" TAG COMMON WIRE WITH STATION NUMBERS ON EACH END "PIG-TAIL" WIRING EVERY 1500 L.F. OR AT EACH 90 DEGREE TURN. ENCLOSE 3 FT. PIG-TAILS IN CONTROL BOXES WITH COVER ST AMPED "SB" (SPLICE BOX). VAL VE WIRES SHALL BE BURIED 18" DEEP MINIMUM AND ATTACHED TO THE UNDERSIDE OF THE MAINLINE WHERE POSSIBLE. THE CONTRACTOR SHALL RUN TWO (2) EXTRA WIRES IN EACH DIRECTION FROM THE CONTROLLER TO THE FARTHEST VAL VE IN EACH DIRECTION (COLORS TO BE ORANGE AND ORANGE WITH A WHITE STRIPE). F. VAL VE BOXES AND PULL BOXES ALL VALVE BOXES SHALL BE PLASTIC WEATHER RESISTANT, U.V. RESISTANT AND SOIL RESISTANT. VALVE BOXES SHALL BE GREEN IN COLOR, PULL BOXES SHALL BE GREY IN COLOR. VALVE BOXES SHALL BE LOCKABLE WITH A STAINLESS STEEL BOLT. VALVE BOXES SHALL HAVE A LOAD BEARING CAPACITY OF 1500 PSI, VALVE BOX EXTENSIONS SHALL HAVE THE SAME SPECIFICATIONS AS THE BOX. VALVE BOXES SHALL BE "CHRISTIE" OR AN APPROVED EQUAL. BOX LIDS SHALL BE STAMPED "GV" OR "RCV". PULL BOXES SHALL BE UNMARKED VALVE BOXES SHALL BE EMBOSSED WITH THE CONTROLLER AND VALVE NUMBER. PULL BOXES SHALL BE INSTALLED EVERY 200' MIN. INSTALL PULL BOXES IN LANDSCAPE AREAS ONLY. G. BACKFLOW PREVENTION UNITS THE BACKFLOW PREVENTION UNITS SHALL BE AS SHOWN ON PLANS AND DETAILS. ALL CONNECTIONS TO BACK FLOW PREVENTER SHALL BE TYPE K BRASS/ COPPER PIPE. 8.0 INSTALLATION A. TRENCHING A. I. EXCAVATION SHALL BE OPEN VERTICAL CONSTRUCTION SUFFICIENTLY WIDE TO PROVIDE FREE WORKING SPACE AROUND THE MATERIAL INSTALLED AND TO PROVIDE AMPLE SPACE FOR BACKFILLING AND COMPACTING. A.2. TRENCHES FOR PIPE SHALL BE CUT TO REQUIRED GRADE LINES, AND TRENCH BOTTOM SHALL BE COMPACTED TO PROVIDE AN ACCURATE GRADE AND UNIFORM BEARING FOR THE FULL LENGTH OF THE LINE. A.3. WHEN TWO (2) PIPES ARE TO BE PLACED IN THE SAME TRENCH, A 6" SPACE SHALL BE MAINTAINED BETWEEN PIPES. (REFER TO PIPE INSTALLATION DETAIL) B. BACKFILLING B.l. BACKFILL MATERIAL SHALL BE APPROVED SOIL. UN SUIT ABLE MATERIAL INCLUDING CLODS AND ROCKS OVER I" IN SIZE SHALL BE REMOVED FROM THE PREMISES AND DISPOSED OF LEGALLY AT NO COST TO OWNER. B.2. ALL BACKFILLING SHALL BE DONE CAREFULLY AND SHALL BE PROPERLY COMPACTED FOR APPROVAL PURPOSES. B.3. DEPTH OF TRENCHES SHALL BE SUFFICIENT TO PROVIDE A MINIMUM COVER ABOVE THE TOP OF THE PIPE. SEE IRRIGATION LEGEND. C. PVC PIPE C. I. PVC PIPE SHALL BE SNAKED IN A MANNER WHICH WILL PROVIDE FOR EXPANSION AND CONTRACTION AS RECOMMENDED BY THE PIPE MANUFACTURER. C.2. ALL PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTORS, UNLESS OTHERWISE SHOWN IN DETAILS. C.3. THE JOINTS SHALL BE ALLOWED TO SET AT LEAST TWENTY-FOUR (24) HOURS BEFORE PRESSURE IS APPLIED TO THE PVC PIPE SYSTEM. C.4. MAIN LINES SHALL BE TESTED IN PLACE BEFORE BACKFILLING FOR A PERIOD OF NOT LESS THAN FOUR (4) HOURS AND SHALL SHOW NO LEAKAGE OR LOSS OF PRESSURE. DURING THE TEST PERIOD, MINIMUM TEST PRESSURE, AT THE HIGHEST POINT OF THE SECTION BEING TESTED, SHALL BE 150 POUNDS PER SQUARE INCH. CENTER FILLING OF PIPE LENGTHS IS ALLOWED. C.5. AFTER ALL NEW SPRINKLER PIPING AND RISERS ARE IN PLACE AND CONNECTED, ALL NECESSARY WORK HAS BEEN COMPLETED AND PRIOR TO THE INSTALLATION OF SPRINKLER HEADS, CONTROL VALVES SHALL BE OPENED AND A FULL HEAD OF WATER USED TO FLUSH OUT THE SYSTEM FOR A MINIMUM OF FIVE (5) MINUTES. AFTER THE SYSTEM IS THOROUGHLY FLUSHED, THE RISERS SHALL BE CAPPED OFF AND THE SYSTEM PRESSURE TESTED. C.6. AT THE CONCLUSION OF A SYSTEM PRESSURE TEST, THE HEADS SHALL BE INSTALLED AND TESTED FOR OPERATION IN ACCORDANCE WITH DESIGN REQUIREMENTS UNDER NORMAL OPERATING PRESSURE. CONTRACTOR SHALL VERIFY HEAD PRESSURES WITH PITOT TUBE AND ADJUST VALVE TO CORRESPOND WITH DESIGN PRESSURE. C.7. CONTRACTOR SHALL NOT BACKFILL ANY WORK PRIOR TO COMPLETION AND APPROVAL OF PRESSURE TEST. IF CONTRACTOR BACKFILLS TRENCHING PRIOR TO PRESSURE TEST, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIRECT AND INDIRECT COSTS OF EXPOSING WORK FOR PROPER TESTING AND OBSERVATION BY LANDSCAPE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. D. RING-TITE PVC PIPE D. I. INSTALLATION OF RING-TITE PVC PIPE I. EXCEPT AS MAY BE NOTED IN OTHER PARTS OF THE SPECIFICATIONS OR ON THE ORA WINGS, INSTALLATION OF RING-TITE PIPE AND CONNECTING FITTINGS SHALL BE OUTLINED IN MANUAL AS FURNISHED BY PIPE MANUFACTURER. OR AS SET FORTH BY THE JOHNS-MANVILLE COMPANY MANUAL #772-62A. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, THE INSTALLATION OF THE PIPE AT THE PROPER DEPTH AND THE CORRECT LOCATION OF CONCRETE THRUST BLOCKS Of ADEQUATE SIZE. CONTRACTOR SHALL MAKE AVAILABLE THE SERVICES OF THE MANUFACTURERS REPRESENTATIVE AT THE START OF THE INSTALLATION AND DURING CONSTRUCTION. D.2. EACH LINE SHALL BE TESTED AT A PRESSURE OF 50 PSI GREATER THAN THE MANUFACTURER'S RECOMMENDED WORKING PRESSURE FOR A PERIOD OF FOUR (4) HOURS, WITH THE COUPLINGS AND CONNECTIONS EXPOSED AND WITH THE CENTER OF PIPE SECTION SUFFICIENTLY SUPPORTED AND FILLED TO HOLD PIPE IN PLACE. E. SPRINKLERS E. I. ALL NOZZLES ON STATIONARY POP-UP SPRINKLERS SHALL BE TIGHTENED AFTER INSTALLATION. ALL SPRINKLERS HAVING AN ADJUSTMENT STEM SHALL BE ADJUSTED ON A LATERAL LINE FOR PROPER RADIUS, DIAMETER AND/OR GALLONAGE PER APPROVAL OF THE LANDSCAPE ARCHITECT. E.2. SPRINKLER HEADS AND RISERS SHALL BE INSTALLED ACCORDING TO DETAILS FOR FINAL APPROVAL. F. VALVES F. I. REMOTE CONTROL VALVES SHALL BE ADJUSTED IN ORDER THAT A UNIFORM DISTRIBUTION OF WATER IS APPLIED BY THE SPRINKLER HEADS TO THE PLANTING AREAS FOR EACH INDIVIDUAL VALVE SYSTEM. F.2. QUICK COUPLING VALVES SHALL BE SET APPROX IMA TEL Y 12" FROM WALKS, CURBS, HEADERBOARDS, OR PAVED AREAS WHERE DESIGNED. REFER TO INSTALLATION DETAIL. F.3. NO CONTROL VALVES SHALL BE LOCATED IN TURF AREAS WITHOUT PRIOR WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. G. VALVE BOXES G.l. VALVE BOXES SHALL BE SET ONE INCH (I") ABOVE THE DESIGNATED FINISH GRADE IN LAWN AREAS AND THREE INCHES (3") ABOVE FINISH GRADE IN GROUND COVER AREAS. G.2. VALVE BOXES INSTALLED NEAR WALKS, CURBS, HEADERBOARDS, AND PAVING SHALL ABUT THOSE ITEMS. TOP SURF ACE OF BOX SHALL BE FLUSH WITH ITEMS LISTED ABOVE. G.3. VALVE BOXES SHALL BE INSTALLED IN SHRUB PLANTERS, NOT IN TURF AREAS WHENEVER POSSIBLE, UNLESS OTHERWISE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. H. AUTOMATIC CONTROLLER LOCATION AND INSTALLATION H.J. THE AUTOMATIC CONTROLLER SHALL BE INSTALLED AT THE LOCATION SHOWN ON THE PLAN, VERIFY EXACT LOCATION OF CONTROLLER WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. H.2. ALL LOCAL AND OTHER APPLICABLE CODES SHALL TAKE PRECEDENCE IN CONNECTING THE 120 VOLT ELECTRIC AL SERVICE TO THE CONTROLLER. IRRIGATION CONTRACTOR SHALL PROVIDE POWER TO CONTROLLER AND SHALL COMPLETE HOOK-UP TO CONTROLLER. H.3. THERE SHALL BE ADEQUATE COVERAGE OF SOIL (18" MINIMUM) OVER THE 24-VOLT CONTROL WIRE. INSTALL WIRE IN MAIN LINE TRENCH AND TAPE TO SIDES OF MAINLINE AT 15' INTERVALS. SEE DETAIL. I. CONTROL WIRE I. I. ALL ELECTRICAL EQUIPMENT AND WIRING SHALL COMPLY WITH LOCAL AND STATE CODES AND BE INST ALL ED BY THOSE SKILLED AND LICENSED IN THE TRADE. 1.2. CONNECTING AND SPLICING OF WIRE AT THE VALVES OR IN THE FIELD SHALL BE MADE USING RAIN BIRD PEN-TITE CONNECTORS OR EQUAL. WIRE CONNECTORS SHALL BE WATER PROOF AND NON-REUSEABLE. ALL SPLICES SHALL BE MADE USING SEALED WATERPROOF CONNECTORS. CONNECTORS SHALL HAVE A TWO PIECE BODY, COPPER CRIMP SLEEVE, AND WATER PROOF SEALANT. 1.3. THREE (3') FEET LONG PIG-TAIL WIRE SPLICES SHALL BE ALLOWED ONLY AT 1500 FT. INTERVALS. THE WIRE SPLICES SHALL BE ENCLOSED IN AV AL VE BOX WITH COVER IMPRINTED WITH THE LETTERS 'SB'. J. BACKFLOW PREVENTION UNITS J.l. THE BACKFLOW PREVENTION UNITS SHALL BE INSTALLED AS SHOWN ON PLANS AND DETAILS. BACKFLOW PREVENTION UNITS SHALL BE INSTALLED PER LOCAL CODES INCLUDING CERTIFICATION. 9.0 OBSERVATION SEQUENCE OBSERVATIONS BY THE LANDSCAPE ARCHITECT WILL BE REQUIRED AT 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 MAINTENANCE WHEN REPAIRS TO THE SYSTEM ARE REQUIRED. IDENTICAL MATERIALS SHOULD BE USED TO MAINTAIN SYSTEM INTEGRITY. S J R I ,1 ,id,, "/' ,· o 1 ,·Ir Jr,,,. I,,,.,, I,," d 11/ ,, ""," ~ .11726 Rancho Viejo Road I Suite 201 San Juan ('11pistr11no. ('A 92675 """'!""",um DATE INITIAL I, IRRIGATIO:\ CO:\TROLLER THE IRRIGATION CONTROLLER IS DEFINED AS THE MASTER CONTROLS THAT REGULATE THE IRRIGATION PROCESS. THE SYSTEM HAS BEEN INSTALLED USING THE LATEST STATE-OF-THE-ART EQUIPMENT AVAILABLE. HOWEVER, AS WITH ANY DEVICE. THE EQUIPMENT WILL NOT LAST FOREVER. AND COMPONENTS WILL NEED TO BE REPAIRED OR REPLACED PERIODICALLY. IRRIGATION CONTROLLERS CONTROL THE TIME OF DAY AND THE FREQUENCY WITH WHICH THE IRRIGATION SYSTEM DISPERSES WATER: TURNING IRRIGATION VALVES ON AND OFF ACCORDING TO A WATERING SCHEDULE WHICH IS PROGRAMMED INTO THE CLOCK. EACH CONTROLLER HAS A BATTERY BACK-UP: HOWEVER, THE SCHEDULE MAY BE LOST AS A RESULT OF A POWER OUTAGE. CHANGING SHORT-TERM WEATHER CONDITIONS AND SEASONAL CHANGES WILL REQUIRE FINE-TUNING THE PROGRAM FOR PROPER WATERING. DURING EXTENDED RAINY PERIODS, THE CONTROLLERS SHOULD BE SHUT-DOWN UNTIL ADDITIONAL WATER IS NEEDED IN THE LANDSCAPE AREAS. MULTIPLE IRRIGATION CYCLES SHOULD BE USED AS NEEDED TO ALLOW EACH WATERING TO COMPLETELY SOAK-IN. THIS WILL REDUCE RUNOFF AND WASTED WATER. MAII\TE:\ANCE REQUIRED: I. REGULAR INSPECTIONS OF OUTDOOR CONTROLLERS TO MINIMIZE MOISTURE DAMAGE AND CORROSION. REGULAR CHECKING FOR DEAD BACK-UP BATTERY, LOOSENED CONNECTIONS. DETERIORATED WEATHERPROOFING OR CONTROLLER MOUNTING HARDWARE. LIGHTING STRIKES COULD ALSO AFFECT THE SYSTEM. AND IT SHOULD BE CHECKED AFTER ELECTRICAL STORMS FOR ANY ADVERSE EFFECTS. 2. PERIODIC INSPECTION OF TIME CLOCKS TO DETERMINE THAT THE SCHEDULED PROGRAM IS WORKING PROPERLY AND ADJUSTING THE PROGRAM FOR PROPER WATERING. 3. RESETTING TIME CLOCKS FOR DAYLIGHT SAVINGS TIME, AND AFTER POWER FAILURES TO RESTORE SCHEDULED PROGRAMMING. 4. MONTHLY RESETTING AND ADJUSTMENT OF EACH IRRIGATION STATION'S RUN TIME IN RESPONSE TO CHANGING WEATHER CONDITIONS AND PLANT NEEDS. CONTROLLERS SHOULD BE ADJUSTED BASED ON THE ACTUAL NEEDS OF THE PLANTS WITH ALLOWANCES FOR ADJUSTMENTS DUE TO ON SITE CONDITIONS. 5. RAIN SHUT OFF DEVICES (IF SO EQUIPPED} SHOULD BE CLEANED AND KEPT FREE OF DELETERIOUS MATERIALS SUCH AS LEAVES. ON A MONTHLY BASIS. ENSURE PLANT MATERIAL HAS NOT GROWN OVER OR COVERED DEVICE. 6. EVENTUALLY, REPLACEMENT OF ELECTRIC TIME CLOCKS, WHEN NEEDED. FREQUE:\CY: I. FAILURE TO INSPECT TIME CLOCKS AS NECESSARY MAY RESULT IN INADEQUATE OR OVER-WATERING WHICH, FOR EVEN A SHORT PERIOD OF TIME, COULD BE DISASTROUS TO SURROUNDING LANDSCAPING. OVER-WATERING CAN ALSO CAUSE WATER ACCUMULATION LEADING TO PLANT DEATH, PAVEMENT FAILURES AND WATERPROOFING PROBLEMS. IT IS VERY IMPORTANT THAT REGULAR INSPECTIONS BE PERFORMED TO IDENTIFY ANY OVERLY-WET AREAS AND THAT CORRECTIVE MEASURES BE IMPLEMENTED IMMEDIATELY. TIME CLOCKS THAT ARE NOT PROPERLY SET MAY ALSO CAUSE WATERING DURING INAPPROPRIATE HOURS. II. BACKFLOW PREVE'.'ITERS BACKFLOW PREVENTERS ARE DEFINED AS A DEVICE WHOSE FUNCTION IS TO PERMANENTLY SEPARATE THE POTABLE WATER SUPPLY FROM THE IRRIGATION SYSTEM. THE BACKFLOW UNITS FOR THE PROJECT ARE THE "ATOMOSPHERIC" TYPE, AND ARE LOCATED ON EACH HYDROZONE SYSTEM. VIAl'.'ITE:\A:\CE REQUIRED: PERIODIC INSPECTION FOR LEAKS .. PERIODIC DISCHARGE OF WATER FROM TliE RELIEF VALVE IS NOT A PROBLEM. BUT ACTUALLY THE VAL VE PERFORMING ITS INTENDED FUNCTION. FREQUEI\CY: BACKFLOW PREVENTERS ARE VERY CONSPICUOUS. AND CAN BE SPOT-CHECKED WEEKLY FOR VISIBLE LEAKS OR VANDALISM. EFFECTS OF DEFERRED MAII\TEI\A:\CE: FAILURE TO INSPECT AND REPAIR BACKFLOW UNITS MAY AFFECT NEARBY TURF, TREES, AND OTHER PLANT LIFE. INEFFECTIVE BACKFLOW PREVENTION CAN ALSO CAUSE CONTAMINATION OF THE DOMESTIC WATER SUPPLY. 111. SPRII\KLER HEADS/ EMITTERS WHILE THE SPRINKLER SYSTEM PATTERNS HAVE BEEN CHOSEN TO KEEP OVERSPRAY OFF WALLS, SIDEWALKS, AND BUILDINGS, WINDY CONDITIONS, PLANT GROWTH, AND OTHER FACTORS WILL SOMETIMES RESULT IN ISOLATED OVERSPRA Y PROBLEMS. '.'IOTE: WATER SHOULD BE APPLIED ONLY IN AMOUNTS TO MEET PLANT NEEDS, WITHOUT EXCESS. BECAUSE WEATHER AND GROWTH VARY BY MONTH, WATER APPLICATION NEEDS TO BE RESET ON A MONTHLY AND SEASONAL BASIS TO REPLACE WATER LOST THROUGH EVAPOTRANSPIRATION WITH ALLOWANCE FOR SPECIFIC SITE CONDITIONS. THE IRRIGATION SCHEDULE ON THE INSTALLATION PLANS SHOULD BE USED AS AN INITIAL STARTING POINT FOR THE CONTRACTOR. EACH IRRIGATION SYSTEM'S RUN TIME AND CYCLE SHOULD BE EVALUATED AND ADJUSTED IN THE FIELD. MAII\TE:\ANCE REQUIRED: FREQUENT INSPECTION FOR BROKEN OR IMPROPERLY ADJUSTED SPRINKLER HEADS, CLOGGED NOZZLES OR EMITTERS, WORN NOZZLES AND GEAR DRIVES, GRIT IN SEALS OR MOVING PARTS, MOWER OR OTHER PHYSICAL DAMAGE, AND BROKEN SPRINKLER LINES. THE RISER HEIGHT OF SPRINKLERS SHOULD BE ADJUSTED AS REQUIRED, BUT NOT TO INTERFERE WITH PEDESTRIAN TRAFFIC. POP-UP TYPE DATE INITIAL DATE SPRINKLERS SHOULD BE ADJUSTED TO MAINTAIN THE SPRINKLER HEAD FLUSH WITH THE SURROUNDING GRADE. POP-UP TYPE SPRINKLERS SHOULD AL WAYS BE USED ADJACENT TO TRAFFIC AREAS. PERIODICALLY. EMITTERS MAY NEED TO BE ADDED TO ACCOMMODATE FUTURE PLANT GROWTH. APPROPRIATE CORRECTIVE MEASURES SHOULD BE MADE IMMEDIATELY TO CORRECT ANY OF THESE PROBLEMS AND ENSURE APPROPRIATE COVERAGE IN ALL AREAS, PREVENT OVER WATERING, AND MINIMIZE ANY OVERSPRAY. AFTER ANY IRRIGATION REPAIR. PIPING SHOULD BE FLUSHED AND RETESTED FOR PROPER FUNCTION AND ADEQUATE COVERAGE. REGULAR INSPECTIONS SHOULD BE PERFORMED TO MONITOR THE AMOUNT OF WATER BEING APPLIED. AND CORRECTIVE MEASURES TAKEN, IF NECESSARY. FREQUE:\CY: INSPECTION AND APPROPRIATE ADJUSTMENTS OF SPRINKLERS TO ASSURE ADEQUATE COVERAGE AND PREVENT OVERSPRA Y SHOULD BE DONE A MINIMUM OF ONCE A WEEK. MORE FREQUENTLY DURING THE DRYER, WARMER SEASONS. EFFECTS OF DEFERRED MAl'.'ITE:\A:-.CE: FAILURE TO INSPECT. REPLACE. AND ADJUST SPRINKLER SYSTEM COMPONENTS MAY RESULT IN INADEQUATE OR SURPLUS WATER SUPPLY TO AFFECTED AREAS. AFFECTING NEARBY TURF. TREES. AND OTHER PLANT LIFE. OVER WATERING MAY EVENTUALLY LEAD TO SOIL EROSION. AND COULD EFFECT NEARBY STRUCTURES AND/OR HARDSCAPE SURFACES. IV. VALVES VIAl'.'ITE:-.A:IICE REQUIRED: REGULAR INSPECTION OF VALVES TO VERIFY THAT THEY ARE OPERATING CORRECTLY. CHECKING FOR DIAPHRAGM OR SEAT WEAR. STICKING SOLENOIDS OR DIAPHRAGM. CORROSION OF WIRE CONNECTIONS. CLOGGED SCREENS AND ORIFICES, AND DEBRIS OR STONES LODGED UNDER THE DIAPHRAGM. REPAIR AND/OR REPLACEMENT AS NECESSARY. REMOTE CONTROL VALVES MAY HAVE ASSOCIATED UNIONS AND ISOLATION VALVES. THESE SHOULD ALSO BE CHECKED PERIODICALLY FOR LEAKAGE OR DAMAGE. FREQUE'.'ICY: VALVES SHOULD BE MANUALLY OPERATED AND VISUALLY INSPECTED AT LEAST ONCE PER MONTH. A MORE THOROUGH INSPECTION OF ALL VALVES SHOULD BE PERFORMED AT LEAST ONCE A YEAR WITH REPAIRS OR REPLACEMENT DONE AS SOON AS ANY MALFUNCTION IS DETECTED. THIS SAME FREQUENCY OF INSPECTION SHOULD BE APPLIED TO THE BALL OR GATE VALVES LOCATED THROUGHOUT THE SYSTEM. EFFECTS OF DEFERRED VIAl'.'ITE:-.A:-.CE: AS THE REMOTE CONTROL VALVES CONTROL THE DISBURSEMENT OF WATER, REPAIRS THAT ARE NOT ATTENDED TO IMMEDIATELY COULD RESULT IN LONG TERM DAMAGE TO LANDSCAPING IN THE AFFECTED AREAS. V. IRRIGATIO:-. PIPE. VIAI:-.TE:-.A:-.CE REQUIRED: THE IRRIGATION SUPPLY AND LATERAL PIPES ARE PLASTIC (PVC). IF NOT DISTURBED BY: TRENCHING OR DIGGING. MINIMAL ONGOING MAINTENANCE SHOULD BE REQUIRED. ON OCCASION. SOME REPAIRS MAY NEED TO BE DONE TO MAINTAIN THE INTEGRITY OF THE SYSTEM AND AN OCCASIONAL INSPECTION OF PORTIONS OF THE SYSTEM IS RECOMMENDED. REPAIRS SHOULD BE MADE WITH IDENTICAL MATERIALS. FREQUENCY: If REPAIRS ARE REQUIRED. THEY SHOULD BE DONE IMMEDIATELY. EFFECTS OF DEFERRED MAl'.'ITE:-.A:-.CE: AS WITH OTHER COMPONENTS OF THE IRRIGATION SYSTEM. REPAIRS THAT ARE NOT ATTENDED TO IMMEDIATELY COULD RESULT IN LONG TERM DAMAGE TO LAWN AND PLANT LIFE IN THE AFFECTED AREAS. -E'.'ID OF SECTIO:-. - INITIAL APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. RCE EXP. DATE REVIEWED BY: INSPECTOR DATE ITu U±J CITY OF CARLSBAD PLANNING DIVISION I 1,11,( 11•1· 1111'1'.0I I 111:1,l 1'1 If-' I (JI'. .\IOKTECIK_-\ RESIDENTL-\L -\IODELS I APPROVED: l~l ~-E:O-:tt: :;-11-1...{- PLANNING OWN BY: PROJECT NO. DRAWING NO. CHKD BY: I Expiration Dote: DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT 12-05 477-9M ,.,_ -' . / 811 \ / Know whats below, Call before you dig, / INSTALL TURF BETWEEN STEPPERS PLAN 3C "MONTEREY" LOT2 .... ··-•;••···-·- * 9 PLAN2B "TUSCAN" LOT3 PARKING LOT4 PRIVATE STREET ' A ' ~ PARK.WAY LANDSCAPING TO BE INST AL LED PER CITY DRAWING 477-9L PLANTING NOTES 1. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT u'lSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL NOT PROCEED WITH WORK PRIOR TO CLARIFICATION BY LANDSCAPE ARCHITECT OR CITY INSPECTOR. 2. CONTRACTOR SHALL BE LIABLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS 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 IRRIGATION COVERAGE TEST NO. 1 HAS BEEN APPROVED, (SEE SPECIFICATIONS). 6. PLACE TREES BETWEEN IRRIGATION HEADS WHEREVER POSSIBLE. 7. LANDSCAPE CONTRACTOR SHALL TAKE FOUR (4) SOIL SAMPLES FROM THE SITE AT LOCATIONS APPROVED BY THE LANDSCAPE ARCHITECT OR OWNER'S REP. THESE SAMPLES SHALL BE TAKEN AT A DEPTH OF 12" AFTER ROUGH GRADING AND SUBMITTED TO AN APPROVED SOIL AND PLANT LABORATORY FOR AGRICULTURAL SUITABILITY TESTING. THE COST OF TESTING SHALL BE INCLUDED IN THE CONTRACTOR'S BID. 8. THE RECOMMENDATIONS OF THE SOIL REPORT SHALL SUPERSEDE THE SOIL PREPARATION AND BACKFILL MIX SPECIFICATIONS (SEE SPECIFICATIONS). THE CONTRACTOR SHALL SUBMIT A COPY OF ALL SOILS REPORTS TO THE LANDSCAPE ARCHITECT PRIOR TO MODIFICATION OF THESE SPECIFICATIONS. 9. SHREDDED MULCH INSTALLATION: INSTALL A 3" LAYER OF SHREDDED MULCH IN ALL SHRUB AND GROUNDCOVER AREAS UNLESS OTHERWISE INDICATED ON PLANS. 10. CONTRACTOR IS RESPONSIBLE FOR ALL REP AIRS AND/OR REPLACEMENT OF ANY DAMAGED LA.'lDSCAPE AREAS BEYOND 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, UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT. 11. WHEREVER GROUNDCOVER AREAS ARE ADJACENT TO TURF INSTALL CONCRETE MOWSTRIP OR HEADERBOARD AS INDICATED ON DRAWINGS. NOTE: THIS PROJECT SHALL CONFOR/1 TO THE 2007 ED/llONS OF THE CALIFORNIA BUILDING CODE, UN/FOR/I /,IECHAN!CAL CODE, UN/FOR/I PLU/IBING CODE, AND CALIFORNIA ElECTRICAL CODE (BASE ON THE /999 ED!llON OF THE NA TIDNAL ELECTRIC CODE), AND CITY AND COUNTY LA /f'S AND ORDINANCES 12. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE OWNER'S REPRESENTATIVE. 13. WEED ABATEMENT: AFTER EARTHWORK, INSTALLATION OF IRRIGATION SYSTEM, AND SOIL PREPARATION, BUT PRIOR TO PLANTING, PERFORM WEED ABATEMENT PROGRAM TO ALL PLANTING AREAS AS FOLLOWS: 13.A. APPLY SULFATE OF AMMONIA AT THE RATE OF 5 LBS. PER 1,000 SQ. FT. TO ALL AREAS TO BE PLANTED. 13.B. KEEP AREA MOIST BY REGULAR IRRIGATION FOR A PERIOD OF TWO (2) WEEKS TO GERMINATE EXISTING WEED SEEDS. 13.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 TIME OF APPLICATION TO TIME OF PLANTING. AFTER COMPLETE WEED KILL, REMOVE ALL WEED RESIDUE AND TOP GROWTH AND DISPOSE OF IN A LEGAL MANNER. 13.D. ALL HERBICIDES SHALL BE APPLIED ONLY BY A CALIFORNIA LICENSED APPLICATOR. NO HERBICIDES SHALL BE APPLIED WITHOUT FIRST OBTAINING WRimN APPROVAL FROM THE LANDSCAPE ARCHITECT AND/OR CITY INSPECTOR. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL PLANT MATERIAL IND I CA TED ON PLANS. QUANTITIES INDICATED ON PLAN ARE FOR ESTIMATION PURPOSES ONLY. 15. CARE SHALL BE TAKEN TO AVOID BLOCKING VIEW LINES OF EXISTING RESIDENTIAL LOTS WITH NEW TREE PLA. 'lTING. 16. TREES WITHIN 5' OF PA YING SHALL HA VE ROOT BARRIERS INSTALLED PER MM1JF. SPECIFICATIONS. ROOT BARRIER SHALL BE AMERICAN DRAINAGE 'ROOT BARICADE' MODEL RB-24 AVAILABLE THRU: NDS (800) 726-1994 POT LEGEND POT MFG MODEL l.D. PT-746 I w MATTE BLACK PT-700 2 w MATTE BLACK PT-746 3 w MATTE BLACK 4 w PTA-509 5 w PT-800 6 w PT-543X 7 w PTA-509 8 w PTA-!06 9 w PTA-509 NOTES: w H PLANT POT WITH: 21" 15" KUMQUAT (SHRUB) 25" 11" AGAVEATTENUATA 25" 17 DWARF CITRUS 'TANGERINE' 13" 19" ASPIDISTRA ELATIOR 16" 19" ELAEOCARPUS DECIPENS 18" 39" ALOE WICKENSII 18" 23" MAGNOLIA G. 'LITTLE GEM' 24" 8" ALOE PLICA TILIS 18" 23" MAGNOLIA G. 'LITTLE GEM' 17. ALL PLANTING AREAS SHALL HA VE POSITIVE DRAINAGE A WAY FROM STRUCTURES AT A MINUMUM 2% TERMINATING IN A APPROVED DRAINAGE SYSTEM. W= POTS ARE THROUGH WEST COAST POTTERY 714-972-1585 /,.,,,,,, ""'' ., '' 1,,,,.,.,,,, ,. I.," ,I Ji I""", "II 11726 Riln[ho \'icjo Road I Suite 201 San Juan Cupistnmo. CA 92675 ,, '< " \},JI ,i' ' <! "' DATE INITIAL Expiration Date: OESIGNER OF WORK ~ ◊. p @ +& ~ ~ :;_:@ ~ @ ® 0 0 0 (Jf) @ ~ ......,,..., --·--JVV♦ EZZl (QTY) SIZE PLANTING LEGEND BOTANICAL NAME TREES PLATANUS RACEMOSA DRACAENA MARGINATA 'SUNGROW' JUNIPERUSTORULOSA PINUS HALEPENSIS CUPRESSUS SEMPERVIRENS OLEA EUROPAEA 'WILSONII' QUERCL'S VIRGINIANA ARBUTUS 'MARINA' JUNIPERUS 'SPIRAL' SHRUBS LIGUSTRUM J. 'TEXAN UM' LIGUSTRUM J. 'TEXANUM' PRUNUS CAROLINIANA 'COMPACT A' WESTRl:,./GIA 'MUND!' RHAPHIOLEPIS UMBELLATA PELARGONIUM 'WHITE' !LEX V. 'NANA' SESLERIA AUTUMNALIS ALOE REITZII MUHLENBERGIA RIGENS DIETES BICOLOR ROSA 'ICEBERG' LAV ANDULA 'OTTO QUAST' PITTOSPORt;M TEN. 'SILVER SHEEN' VINES BOUGAINVILLEA 'CALIFORNIA GOLD' BOUGAINVILLEA 'SAN DIEGO RED' HARDENBERGIA VIOLACEA SOD MARA THON lll OR EQUAL UNDER PLANT I COMMENTS (I) 15 GAL. (5) 4" POTS OF ROSMARINUS 0. 'IRENE' (8) 4" POTS OF SEDUM (I) 5 GAL MORGANIANUM (I) 24" BOX (8) 4" POTS TRACHELOSPERMUM STD. JASMlNOIDES (I) 5 GAL. (4) 4" POTS WHITE BACOPA (I) 15 GAL. (5) 4" POTS TRACIIELOSPERMUM JASMINOIDES (I) 15GAL. (6) 4" POTS OF SEDUM MORGANIANUM (I) 15 GAL. (8) 4" POTS OF WHITE BACOPA (3) I GAL. (8) 4" POTS WHITE IVY GERANIUM (I) 15 GAL. (8) 4" POTS WHITE BACOPA DATE INITIAL REVISION DESCRIPTION ornER APPROVAL DATE COMMON NAME SIZE CALIFORNIA SYCAMORE 24" BOX LOW BRANCH NCN 24" BOX TWISTED JUNIPER 24" BOX ALEPPO PINE 36"BOX IT ALIA:,./ CYPRESS 24"/36" BOX OLIVE 12' X 12' FIELD GROWN SOUTHERN OAK 48"BOXSTD. NCN 36" BOX STD. SPIRAL JUNIPER 24" BOX WAX LEAF PRIVET 5GAL. WAX LEAF PRIVET 15 GAL. CAROLINA LAUREL CHERRY 15 GAL. COLUMNAR COAST ROSEMARY INDIA HAWTHORN WHITE IVE GERANIUM DWARFILEX MOOR GRASS ALOE DEER GRASS FORTNIGHT LILY ICEBERG ROSE LAVANDER SILVER SHEEN TOBIRA BOUGAINVILLEA BOUGAINVILLEA LILAC VINE SODDED TURF 10' 5GAL. 15 GAL. I GAL. 5GAL. I GAL. 15 GAL. 5GAL. I GAL. 5GAL. SGAL. 15 GAL. 15 GAL. STAKED 15 GAL. STAKED 15 GAL. STAKED 0 10' SCALE: 1" = 10' APPROVED FOR /RR/GA T/ON ANO PLANTING ONLY, INCLUDING PRECISE LOCA T/ON OF PLANTING AREA. RCE EXP. DATE REVIEWED BY: INSPECTOR DATE 30' Lill CITY OF CARLSBAD LBJ 2 PLANNING DIVISION . I \1\1)<( \\1 1. \\ll'l'.O1 I.Ill~ I \'I \f\--1·01'. ~IONTECIJ\.~ RESIDEJ\TL~L ~IODELS I APPROVED: id,\ q-~\-+>t ?,-11-1➔ PLANNING DWN BY: PROJECT NO. DRAWING NO. INITIAL CHKD BY: CITY APPROVAL RVWD BY: CT 12-05 477-9M -7- 3' • • • LEGEND CDwALL 0 FINISH GRADE L 6' 6>-----:)1 6 }--_/ PLAN VIEW 6' 3' 1 • -€----{ I •~le---( 5 0 EYEBOLTS: 5/16" DIA. EYEBOLTS (INSTALL W/ LEAD SHIELDS@ MASONRY WALLS) 0 12 GA. GALV. WIRE: SECURE VINE TO WIRE WITH NURSERYMAN'S TAPE Q) EYEBOL TS FOR FUTURE USE @ ANGLE BACK TOW ALL, TRUNK OF VINE, AND REMOVE STAKE WHILE SECURING VINE TO WIRES NOTE: A. EPOXY TIES MAY BE USED TO TEMPORARILY ATTACH SELF CLINGING VINES TO VERTICAL SURFACES. D VINE DETAIL LEGEND (D PALM TRUNK '2) FINISH GRADE G) PALM ROOT BALL © WASHED PLASTER SAND BACKFILL (DNA TIVE SOIL @ 3/4" WASHED CRUSHED AGGREGATE (j) 2" MULCH IN PLANTER BED @ 8" DIA. X 6' DEEP GRAVEL FILLED SUMP NOTES: fr ,._ ~--<2 fr 7 A ALL PALMS SHALL BE TRIMMED & TIED PRIOR TO PLANTING, LEA VE TIED 30 DAYS MIN. B. TRIMMED PALM TO HAVE 6-8 FRONDS MAX. C. UPON INST ALLA TI ON REPRESENTATIVES OF THE CITY, THE LANDSCAPE ARCHITECT, AND THE LANDSCAPE CONTRACTOR SHALL DETERMINE IF PALMS REQUIRE GUYING D. INSTALL 8" DIA. BY 6' DEEP AUGER SUMP & FILL W/ AGGREGATE H PALM DETAIL C ◊ WIND LEGEND CD CINCH TIE --INST ALL PER INSTRUCTIONS USING (I) STRAP PER STAKE SECURE TO STAKE PER MANUF.'S RECOMMENDATIONS. PLACE BELOW BRANCH YOKE OF TREE. 0 8' LODGEPOLE PINE STAKES 4 1----~ ~-----12 -~ ~---(2 0 BREATHER TUBE-SEE DETAIL X, THIS SHEET 0 BACKFILL MIX PER SPECIFICATIONS 0 4" BERM FOR TEMPORARY WATERING ~-------t 4 9 t------tt. ~-s 3 t--~ .. C @ MULCH -WHERE APPLICABLE IN PLANTER BEDS (j) PLANT PIT: 2 TIMES WIDTH OF ROOT BALL ® NATIVE SOIL ® TRUNK GUARD IN TURF AREAS @ PLANT TABS PER MANUFACTURERS RECOMENDA TIONS NOTES: A. INST ALL ROOT BARRIERS ON TREES PLANTED WITHIN 5' OF ANY STRUCTURE OR HARDSCAPE. B. ROOT CROWN TO BE SET 2" -3" ABOVE ORIGINAL FINISH GRADE LEGEND CD MULCH --------{7 0 3" BERM TO FORM DEPRESSED WATERING BASIN 0 PLANT TABS PER MANAFACTURER'S RECOMMENDATIONS 0 BACKFILL MIX PER SPECIFICATIONS G) CONTAINER PLANT ROOT BALL @ PLANT PIT TO BE I 1/2 TIMES THE WIDTH OF THE ROOT (j) BALL & 6" BELOW THE BOTTOM OF THE ROOT BALL NATIVE SOIL NOTES: A. CROWN OF SHRUB SHALL BE INSTALLED TO MAINTAIN ONE TO TWO INCHES ABOVE ORIGINAL FINISH GRADE. TREE STAKING DETAIL B SHRUB PLANTING 2 l----~ 3 t--~ 12" ,,,,., i--:.·'vi',,··,'". ' '· .. (J LEGEND HARDSCAPING/HEADERBOARD MULCH FINISH GRADE 0 SHOVEL CUT EDGE Q) COMPACTED NATIVE SOIL NOTES: A. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. B. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND INTO EDGES AT GROUND COVER AREAS. C. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. D. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANT. X I '2 X EQCAL LEGEND CD BACK OF CURB OR EDGE OF PAVING 0 PLANT LOCATION NOTES: A. ALL SHRUBS/GROUND COVER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS / A (A) G MULCH DETAIL F GROUND COVER DETAIL E ROOT BARRIER '"''''""'"" ,,.,1,,,.,,,,,,.~ '"" ,I /' 1,,""' "g 31726 Rancho Viejo Road I Suite 201 Swn Juan C"apis1rano. CA 92(,75 "" a '/<I I ,r' ' "or DATE INITIAL Expiration Date: DESIGNER OF WORK REVISION DESCRIPTION Co INSTALL BREATHER TUBES 01\ ALL TREES* PER THE FOLLOWII\G SCHEDULE: IS GALLO!\ (1)-1" 24" BOX (2) -1" 16" BOX (2) -4" 48" BOX (.1) -4" 60" BOX OR LARGER (4) -4" B & B PAL'v!S (4) -4" LEGEND CD NOS SLOTTED GRATE-PIPE SIZE A TT ACHED W/ SS. MACH. SCREWS (2 REQUIRED) 0 FINISH GRADE 0 DUCT TAPE OVER HOLES WITHIN 6" OF FINISH GRADE 0 RIGID PERFORATED SMOOTHW ALL HANCORE PIPE. SEE SCHEDULE FOR SIZE AND NUMBER PER PLANT. "DRAINGARD" SOCK BACKFILL MIX PER SPECIFICATIONS 7 ROOT BALL 8 BREATHER TUBE TO EXTEND TO 6" PAST FULL DEPTH OF PLANTING HOLE. BREATHER TUBE LEGEND CD WALL, WALK, CURB OR DRIVEW A y EDGE 0 DEEP ROOT PANEL RB-24 G)TREETRUNK NOTE: A. PANEL IS ONLY REQUIRED WHERE TREES ARE WITHIN 5'-0" OF ANY CONC. WALK, WALL, CURB OR DRIVEWAY. HARDSCAPE DISTA:-;CE FRO'vl TREE \A) 5' 4' 3' 2' I' PA:-;EL LE~GTH \'vll1'.) CENTER WI TREE TRL:SK 1B) 10' 13' 14' I;· 16' 10' 0 10' SCALE: 1" = 10' APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. RCE EXP. DATE REVIEWED BY: INSPECTOR DATE 30' ULl CITY OF CARLSBAD Lill 3 PLANNING DIVISION . I \~ll"l \l'I: I1II'I:tll 1,111 ~ I 1'111\• 101: I\IOI\TECIKA. RESIDEKTI-1,L .\IODELS I APPROVED: Ml l:f: ~l-o* ;.11.1-r PLANNING OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: CT 12-05 OTHER APPROVAL Cl TY APPROVAL RVWD BY: 477-9M , .. PART A PLANTING 1.0 SCOPE THE WORK OF THIS SECTION INCLLDES ALL LABOR, MATERIALS AND EQUIPMENT REQURED TO COMPLETE WORK I'IDICATED ON THE DRA Wl'-GS. THE WORK SHALL BE PERFORMED IN ACCORDA'ICE WITH THE BEST STANDARDS OF PRACTICE RELATING TO THE VARIOLS TRADES AND L\DER THE CONTIM!OLS SUPERVISION OF A COMPETE'-T FOREMAN, CAPABLE OF INTERPRETING THE DRAWINGS AND THESE SPECIFICATIONS. THE WORK INCLLDED IN THIS SECTION IS AS FOLLOWS: FINISH GRADING FOR PLANTING: SOIL PREPARATIO'I: FERTILIZATIO!\: PLANTING INCLUDIJ\"G LAW!\: ~Al'.\TE!\A!\CE; I~SPECTION AND CERTIFICATIO:,is; GUARANTEES; CLEA'--LP; STAKING, GLYING AND ESPALIERING; MISCELLANEOLS ALLOWA'-CES. 2.0 APPROVALS A. ALL IRRIGATION WORK SHALL BE INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT IN WRITI'-G PRIOR TO THE START OF ANY PLANTING. B. PRIOR TO EXCAVATIO'> FOR PLA'>Tl'>G OR PLACl'-G OF STAKES, LOCATE ALL UTILITIES, ELECTRIC CABLES, CONDL'.ITS, IRRIGATJO>,; LINES, HEADS, VALVES AND VALVE CO'-TROL WIRES, AND ALL UTILITY LINES SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEME'-TS. J>,; THE EVE'-T OF A CONFLICT BETWEEN SLCH LINES AND PLAKT LOCA TIO'IS, PROMPTLY NOTIFY LAl\DSCAPE ARCHITECT WHO SHALL ARRAKGE FOR RELOCATIOK FOR ONE OR THE OTHER. FAILL"RE TO FOLLOW THIS PROCEDLRE PLACES UPON CONTRACTOR THE RESPONSIBILITY FOR, AT HIS OWK EXPENSE, MAKING A'>Y AND ALL REPAIRS FOR DAMAGES RESLL TING FROM HIS WORK. 3.0 QLAl'.TITIES AND TYPES PLANT \1ATERIALS SHALL BE FUR!\ISHED Il\ THE QUANTITIES A'.\D,'OR SPACII\G AS SHOW'/ OR NOTED FOR EACH LOCATIOK, A'-D SHALL BE OF THE SPECIES, Kl'-DS, SIZES, ETC., AS SYMBOLIZED Ai'.D1OR DESCRIBED IN THE "PLANT MATERIAL LEGEl'.D" OK THE DRAWINGS. THE LANDSCAPE ARCHITECT HAS PREPARED QLASTITIES ONLY AS A CONVEKIEKCE TO CONTRACTOR AND ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. THE LANDSCAPE CONTRACTOR IS TO VERIFY ALL SIZES AND QLANTITIES. CO\TRACTOR SHALL BE RESPONSIBLE FOR INSTALLATIO'I OF ALL PLA'IT MATERIALS AT THE SPACI:--G I'IDICATED ON THE PLANTING LEGEND. 4.0 VERIFICATIO', OF DIMENSIONS AND QLAKTITIES DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDI:--G WITH AKY WORK, CONTRACTOR SHALL VERIFY ALL DIMENSIONS A:--D QLA'-TITIES AND SHALL IMMEDIATELY INFORM LAS DSC APE ARCHITECT, OR OWNER'S REPRESE'sTA TIVE Of ANY DISCREPAKCIES BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL SITE CONDITIOKS. NO WORK SHALL BE DONE IN A'-Y AREA WHERE THERE IS SUCH A DISCREPANCY LNTIL APPROVAL HAS BEEN GIVEN BY THE LANDSCAPE ARCHITECT. 5.0 OBSERVATION I CERTIFICATION: A. ALL OBSERVATIONS SHALL BE MADE BY THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE. CONTRACTOR SHALL REQLEST INSPECTION AT LEAST TWO (2) WORKI1'G DAYS IK ADVANCE OF THE TIME INSPECTION IS REQLESTED. B. QLALITY CO'ITROL OBSERVATION SEQLE'.'<CES ARE AS FOLLOWS: B. I. TESTING OF MAIN LI'IE PRIOR TO BACKFILLING: I 50 PSI FOR 4 HOLRS. CENTER FILLIKG OF MAl'I LINE SHALL BE ALLOWED. B.2, IRRIGATION COVERAGE TEST PRIOR TO PLANTING, BUT AFTER FINISH GRADl'.\G. B.3. PLANT DELIVERY APPROVAL INCLLDING LINERS, FLATS, CO'-TAINER PLANTS A'ID BOXED PLANTS. B.4. PLANT PIT LOCATIONS, DEPTHS, A'-D BACKFILL MIX, INCLUDING LAWN AREAS AND CO'ISTRUCTION ITEMS PRIOR TO PLANTING. B.5. COVERAGE TEST AFTER PLA'.\Tl'.\G, BUT BEFORE THE MAl'.'JTE'.'JA'.'JCE PERIOD IKCLUDING CONTROLLER SEQUEKCING. B.6. COVERAGE TEST AT END OF MAINTENANCE PERIOD INCLLDING CONTROLLER SEQLENCING. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO WAIVE, SHORTEN OR LEt-:GTHEN EACH CO"ITROLLER STATION UPERATIOK DLRl1'G HIS OBSERVATION VISITS. MIX BACKFILL IN ONE CENTRAL LOCATION KOT AT EACH PLANT SITE LKLESS OTHERWISE APPROVED. A SITE SHALL BE PRE-SELECTED BY OWNER FOR STORAGE OF IRRIGATION EQUIPMENT 11' CONTAINERS. OBSERVATION REPORTS SHALL BE MADE FOR EACH VISJT BY THE LA'IDSCAPE ARCHITECT AND OKE COPY EACH SHALL BE SUBMITTED TO THE OWNER AKD CONTRACTOR. C. WHERE CONTRACTOR FAILS TO NOTIFY THE LA'IDSCAPE ARCHITECT FOR THE ABOVE OBSERVA TION!APPROVAL Pl"RPOSES WHEN JOB CERTIFICA TIOK IS REQUIRED BY A LOCAL AGENCY, THE CONTRACTOR SHALL REMAl1' SOLELY RESPOKSIBLE TO PROVE THE JOB CERTIFIABLE TO THE LA1'DSCAPE ARCHITECT, I'ICLLDING THE LANDSCAPE ARCHITECT'S TIME A'.'.D EXPENSES TO BE BILLED AT A RATE OF $75.00IHR . .I'-THE EVENT CONTRACTOR IS -.:or READY FOR OBSERVATION AT THE AGREED LPOK SCHEDULED TIME, THE CO'>TRACTOR SHALL BE RESPO'>SIBLE FOR ALL EXPES:SES INCLRRED BY THE LANDSCAPE ARCHITECT A'sDIOR OTHER CONSLLTANTS AT A RATE OF S75.00/HR. PORTAL TO PORT AL. D. PROVIDE THE FOLLOWI'IG EXTRA EQLIPMENT TO BE SLBMITTED TO THE LAKDSCAPE ARCHITECT FOR Fl!\AL APPROVAL PRIOR TO THE START OF MAINTE'IA'sCE. D. l. SIX POP-CP BODIES AND FOLR OF EACH TYPE OF !\OZZLE REQUIRED. D.2. TWO KEYS FOR CONTROLLER DOOR, D.3. TWO KEYS FOR ENCLOSURE LOCK. D.4. FOUR QUICK COUPLER KEYS AND HOSE SWIVELS. D.S. CERTIFICATIONS: PRIOR TO START OF MAl!\TEKANCE WRITTEN CERTIFICATIONS SHALL BE SUBMITTED TO THE LA'sDSCAPE ARCHITECT FOR THE FOLLOWING: D.5.1. QUANTITY AND QUALITY OF COMMERCIAL FERTILIZER AND ORGANIC FERTILIZER. D.5.2. QUANTITY AND QUALITY OF ALL SOIL AMENDME'ITS CALLED FOR BY PLANS AND SPECIFICA TI OKS. 6.0 MATERIALS PLAl'.T MATERIALS IKDICATED 01' THE DRAWINGS AND HEREIN SPECIFIED SHALL CONFORM TO THE FOLLOWING: A. ',Q'.l,\EKCLATLRE-PLANT '-AMES INDICATED ON THE DRAWl'.\GS CO'IFORM TO "ST ANDA RD PLAKT NAMES" ESTABLISHED BY THE AMERICAN JOI KT COMMITTEE O"l HOR Tl CUL TCRE. EXCEPT FOR NAMES COVERED THEREIN, THE ESTABLISHED CUSTOM OF THE 'ILRSERY IS FOLLOWED. B. COSDITIOK -PLANTS SHALL BE SYMMETRICAL, TYPICAL FOR VARIETY AND SPECIES, SOU\JD, HEAL THY, VIGOROLS, FREE FROM PLA\JT DISEASE, INSECT PESTS, OR THEIR EGGS, ASD SHALL HAVE HEAL THY, NORMAL ROOT SYSTEMS, WELL FILLl'IG THEIR CONTAl:S:ERS. BlJT NOT TO THE POINT OF BEING ROOT BOLND. PLANTS SHALL NOT BE PRU,ED PRIOR TO DELIVERY, EXCEPT AS ALTHORIZED BY LANDSCAPE ARCHITECT. IN 'sO CASE SHALL TREES BE TOPPED BEFORE DELIVERY. C. Dl'.l,\ENSIONS -THE HEIGHT AND SPREAD OF ALL PLANT MATERIAL SHALL BE MEASURED WITH BRANCHES IN THEIR 'IORMAL POSITION, A\JD SHALL BE AS INDICATED ON THE DRAWI\JGS. THE CALIPER OF ALL TREES SHALL BE MEASURED 6" ABOVE THE SURFACE OF THE GROU'ID. WHERE CALIPER OR OTHER DIMEKSIONS OF ANY PLANT MATERIALS ARE OMITTED FROM THE "PLA:S:T LEGE\JD: IT SHALL BE LNDERSTOOD THAT THESE PLA'IT MATERIALS SHALL BE NORMAL 'AMERICAN 'IURSERYMEN' STOCK FOR TYPE LISTED. D. INSPECTION -ALL PLA1'T MATERIALS MUST HAVE BEEN PREVIOUSLY INSPECTED AT THE NURSERY BY A STATE OR COU'ITY HORTICULTURAL DEPARTMENT, AND SHALL BE SLBJECT TO THE INSPECTION AND APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE PLANTI1'G. E. PLANT LIST -IS INDICATED ON DRAWINGS AND LEGEND. F. SIZES OF PLA'.'.TS -SHALL BE AS STATED O\J THE LEGEND. PLANT SIZES SHALL MEET THE "AMERICAN STAKDARD FOR NURSERY STOCK" AXS.I. Z 60.1 -1996 G. SCBSTITLT\Ol\S -SLBSTITUTIONS FOR THE INDICATED PLANT H. MATERIALS WILL BE PERMITTED PROVIDED THE SLBSTITUTE MATERIALS ARE APPROVED I\J ADVANCE BY THE LAKDSCAPE ARCHITECT, AND THE SUBSTITUTIONS ARE MADE AT '>0 ADDITIONAL COST TO OWNER. EXCEPT FOR ALTHORIZED VA RIA no:--s, ALL SLBSTITLTE PLANT MATERIALS SHALL CONFORM TO THE REQLIREMENTS OF THESE SPECIFICATION. IF THE ACCEPTED SUBSTITUTE MATERIALS ARE OF A LESSER VALUE THA:S: THOSE INDICATED OR SPECIFIED, THE CONTRACT PRICE WILL BE ADJUSTED 1:-,; ACCORDA:-;CE WITH THE PROVISIO1'S OF THE CO'-TRACT. I. PLANTS :S:OT APPROVED -PLANTS NOT APPROVED ARE TO BE REMOVED FROM THE SITE IMMEDIATELY AND REPLACED WITH SUIT ABLE PLANTS. THE OWKER OR LAND. ARCH. RESERVES THE RIGHT TO REJECT ENTIRE LOTS OF PLANTS REPRESENTED BY DEFECTIVE SAMPLES. 7.0 FERTILIZERS AND SOIL CONDITIONS (FOR BID PURPOSES Ol\L Y) SAMPLES OF ALL SOIL AME'IDMENTS, SOD AND PLANTS SHALL BE SLBMITTED FOR INSPECTION AND STORED ON SITE LNTIL THE FLRNISHING OF MATERIALS IS COMPLETED. DELIVERY MAY BEGIN UPON APPROVAL OF SAMPLES BY LA'IDSCAPE ARCHITECT. A. ORGANIC FERTILIZER MAY BE PROCESSED SEWAGE SLLDGE WITH A \1l'.\l\1CM CO'.\ITE'.'JT OF I% '.\/ITROGE:"J A1'D 2% PHOSPHORIC ACID Sl\1ILAR TO "'-ITRO-HCMlS'. METHOD OF PROCESSI\\G SHALL \\OT DESTROY NORMAL BACTERIAL CO'iTENT. B. NlTROGEN STABILIZED SAWDUST SHALL BE BULK, WITH THE FOLLOWING NITROGEN CONTENT BASED O'I DRY WEIGHT: B.l. 0.5% FOR REDWOOD SAWDUST B.2. 0.7% FOR FIR SAWDCST BJ. 1.0% FOR BARK OR PINE BARK OR MIXTL'RE B.4. SALINITY -THE SATURATION EXTRACT CONDUCTIVITY SHALL NOT EXCEED 3.5 MILLIOHMS/CM AT 25 DEGREES C. C. COM'.l,\ERCIAL FERTILIZER SHALL BE DELIVERED IN SACKS OR CONTAINERS WITH THE MANUFACTLRER'S LABEL SHOWING WEIGHT A:S:D ANALYSIS ATTACHED TO EACH SACK OR CO'>TAl'IER. 9.0 STAKING MATERIALS A. A. TREE STAKl'-G SHALL BE AS PER DETAILS. B. TIES FOR HOLDI'.'<G TREES SHALL BE AS PER DETAILS. C. TREE GUYING SHALL BE AS PER DETAILS. 10.0 GRADING A:-.iD SOIL PREPARATION A. CONTRACTOR IS TO FINISH GRADE TO WITHIN I'I0TH OF A FOOT BELOW THE TOP OF PAVING WHERE PAVl',G EXISTS PER DETAILS. B. MOISTURE CONTE'.'H -THE SOILS SHALL NOT BE WORKED WHEN THE MOISTURE CONTE',ff IS SO GREAT THAT EXCESSIVE COMPACTION WILL OCCLR: AND NOT WHEN IT IS SO DRY THAT DUST WILL FORM IN THE AIR OR THAT CLODS WILL NOT BREAK READILY. WATER SHALL BE APPLIED IF NECESSARY TO PROVIDE IDEAL MOISTURE CONTENT FOR TILLING FOR PLA'sTI'-G. C. PRELIMINARY GRADI:S:G -PRELIMI\JARY GRADING SHALL BE DONE IN SUCH A MANNER AS TO A'-TICIPATE THE FINISH GRADING. EXCESS SOILS SHALL BE REMOVED OR REDISTRIBUTED BEFORE APPLICATION OF FERTILIZER AND BARK. WHERE SOIL IS TO BE REPLACED BY PLANTS AND BARK, ALLOWANCE SHALL BE MADE SO THAT WHEN FINISH GRADING HAS BEGUN, THERE SHALL BE KO DEFICIENCY IN THE SPECIFIED DEPTH OF BARK IN PLANTING BEDS. D. WEEDI>iG -BEFORE A\JD DLRil>G PRELl'.l,\INARY AND FINISH GRADING, ALL WEEDS AND GRASSES SHALL BE DLG OLT BY THE ROOTS AND DISPOSED OF OFF SITE (EXCEPT THOSE WEEDS A'-D GRASSES 'IOT OF THE PERENNIAL TYPE, LESS THAN 2-112" HIGH AND NOT BEARI\JG SEEDS, WHICH MAY BE TURNED U'.\/DER). OATS \1ORE THAN 2-1/2" HIGH Al\D ;\JOT BEARl~G SEEDS \1AY BE TLRNED U'IDER. PERENNIAL WEEDS AKD GRASSES TO BE REMOVED INCLUDE BUT ARE '-OT LIMITED TO, THE FOLLOWIKG: NUT GRASS, PL'-CTURE Vl'-E, DALLAS GRASS, MUST ARD PLANT, ST. ALGUSTI\JE GRASS, ALFALFA, JOHNSON GRASS, WIRE WEED, MORNING GLORY, BERMLDA GRASS. PRIOR TO PLANTl'iG, A GRANLLAR PRE-E'.l,\ERGENT, NON-SELECTIVE HERBICIDE SHALL BE APPLIED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 11.0 SOIL CONDITIONERS AND SOIL TESTING A. U'.'.LESS OTHERWISE INSTRUCTED BY AN AGRO\JOMY REPORT (SEE PLAN). IN ALL PLANTING AREAS THE FOLLOWl'IG APPLICATION SHALL BE MADE PER I ,ODO SQLARE FEET OF AREA AND SHALL BE THOROUGHLY CULTIVATED IN TWO DIRECTIONS 1-.:ro THE TOP 6" OF SOIL, AND THE AREA WATERED DOWN, A. I. 5 CL YDS. 1\ITROLIZED WOOD SHAVl:'!GS A.2. 150 LBS. GROW POWER PLUS FERTILIZER A.3. I 00 LBS. AG. GYPSUM A.4. IO LBS. SOIL SULFUR A.5. 20 LBS. IRON SULFATE B. V-,LESS OTHERWISE 11\STRLCTED BY AK AGRONOMY REPORT, PREPARE SOIL MIX FOR BACKFILL IN PITS FOR TREES, SHRLBS AND VINES, OTHER THAN AZALEAS, FERNS A',D PALMS, AS FOLLOWS: (AMOUNT/CUBIC YARD) B.I. 21) YD. SCREENED SITE SOIL 8.2. \ I) YD. NITROLIZED WOOD SHAVINGS B.J. 15 LBS. GROW POWER CO'>TROLLED RELEASE FERTILIZER B.4. IO LBS. AG GYPSLM B.5. I LB. SOIL SCLFUR B.6. 2 LBS. IROK SLLFATE B.7. PLANTING PITS SHALL BE PER DETAILS. C. PREPARE SOIL MIX FOR BACK FILL IN PITS FOR AZALEAS, CAMELLIAS, FERNS AKD OTHER PLANTS (AS SPECIFIED) AS FOLLOWS: C.I. 1/3 WASHED PLASTER SA1'D C.2, 1/J CA>.;ADIA'I PEAT MOSS CJ. l '3 LOAMITE OR FOREST HCMUS D. BACKFILL MIX FOR PALMS SHALL BE WASHED PLASTER SAND. (REFER TO DETAIL) E. THE PREPARED SOIL SHALL BE LNIFORML Y BLENDED !'I AN AREA ADJACENT TO THE PLA'-TING WORK AND SHALL BE ACCURATELY PROPORTIONED USil'.G A SLIT ABLE MEASURING CONTAIKER. LNUSED EXCAVATED SOIL SHALL BE REMOVED FROM SITE. PROTECT THE MIX FROM WATER UNTIL IT HAS BEEN PLACED IN BACKFILL AROUND PLANTS. F. SOILS TESTI\JG-THE CONTRACTOR SHALL HAVE AGRONOMIC SOILS TESTS PERFORMED BY AN APPROVED SOILS TESTI'IG LABORATORY AT THE FOLLOWIKG TIMES: F. I. UPON COMPLETION OF ROUGH GRADING, DLRING INST ALLA TIO1' OF IRRIGATION SYSTEM AND PRIOR TO A>iY PLANTING. F.2. AFTER APPLICATION OF RECOMME'IDED SOIL CONDITIONERS [PER FIRST SOILS TEST) A'ID PLA!\TING BL'T PRIOR TO BEGINNI'-G OF MAINTE'>ANCE PERIOD. CONTRACTOR SHALL INCLLDE PRICE OF SOILS TESTS !'I BID. 12.0 FINISH GRADING WHEN PRELIMl)'.;ARY GRADING, (INCLUDING WEEDI>iG AND FERTILIZING) HAS BEEN COMPLETED A1'D THE SOIL HAS DRIED SUFFICIENTLY TO BE READILY WORKED, ALL LAWN A'-D PLANTING AREAS SHALL BE GRADED TO THE ELEVATIONS INDICATED ON THE DRA WI\/GS. GRADES -.:or OTHERWISE I\JDICATED SHALL BE U\JIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE GIVEN. MINOR ADJLSTMENTS OF FINISH GRADES SHALL BE MADE AT THE DIRECTIO'I OF THE LANDSCAPE ARCHITECT, AT NO ADDITIONAL COST TO OWNER. Fl KISH GRADE SHALL BE A SMOOTH, EVEN A\JD LNIFORM PLA'-E WITHOLT ABRCPT CHA'IGE OF SURF ACE. SOIL AREAS ADJACENT TO BLILDINGS SHALL BE GRADED (2% MIN.) TO ALLOW A NATLRAL RUN-OFF OF WATER, ASD SLRF ACE DRAINAGE SHALL BE DIRECTED AS l!\DICATED OK THE DRA WI\JGS BY RE-GRADING SURFACES TO FACILITATE THE 1'ATURAL "RUN--OFF" OF WATER. GRADI\/G SHALL BE DO:s;E WHE'I SOIL IS AT OPTIMUM MOISTURE CO'ITENT FOR WORKING. 13.0 METHOD OF PLA'ITl'>G AKD WORK PROCEDURE A. NO PLANTING SHALL BE DONE CNTIL ALL OPERATIONS J>,; CONJL:-;CTION WITH THE I\JSTALLATION OF THE SPRINKLER SYSTEM HAVE BEE1' COMPLETED, FINAL GRADES HAVE BEE\/ ESTABLISHED, THE PLA1'TING AREAS HAVE BEE'-PROPERLY GRADED A\JD PREPARED AS SPECIFIED, AND THE WORK APPROVED BY THE LANDSCAPE ARCHITECT. B. THE RELATIVE POSITIO'J OF ALL TREES AND PLANTS IS SUBJECT TO APPROVAL BY LANDSCAPE ARCHITECT AND OW!sER, A'ID THEY SHALL. IF NECESSARY, BE RELOCATED AS DIRECTED AS PART OF THE CO'ITRACT. C. ALL PLA'-TS SHALL BE REMOVED FROM THEIR CONTAINER AND SET SO THAT. WHE1' SETTLED. THEY BEAR THE SAME RELATJO>,; TO THE REQUIRED GRADE THAT THEY BORE TO THE NATLRAL GRADE BEFORE BEI1'G TRANSPLANTED. EACH PLA'-T SHALL BE PLANTED II\ THE CENTER OF THE PIT A'ID BACKFILLED U'ILESS OTHERWISE SPECIFIED, WITH THE PREPARED SOIL. >,;Q SOIL IN MUDDY CONDITIOK SHALL BE USED FOR BACKFILLING. NO FILLING WILL BE PERMITTED AROUND TRUNKS OR STEMS. ALL BROKE'-OR FRAYED ROOTS SHALL BE PROPERLY CLT OFF. D. LANDSCAPE ARCHITECT SHALL APPROVE THE PLACING AND PLANTING OF ALL PLAKTS. E. IN THE EVENT THAT UNDERGROUND CONSTRUCTION WORK OR OBSTRLCTIONS ARE ENCOUNTERED IN THE PLANTING OPERATJO:-,;, AL TERNA TE LOCATIONS FOR PLANT MATERIAL WILL BE SELECTED BY THE LA!\DSCAPE ARCHITECT, AND PLANTING COMPLETED AT '-O EXTRA COST TO OWNER. 14.0 PLA"iTl',G OF TREES A. POSITIO\J PLANTS IN PLA\JT LOCATIONS INDICATED ON DRAWINGS AKD SECLRE APPROVAL BEFORE EXCAVATING PITS, '.l,\AKING '-ECESSARY ADJLSTMENTS AS INDICATED. B. ALL PITS FOR TREES SHALL BE DL'.G SQLARE WITH BOTTOMS LEVEL, THE LENGTH OF SIDES A"ID DEPTH EQUAL TOOKE AND OKE-HALF TIMES THE DIAMETER OF THE TREE BALL. COMPACTED SOILS AT SIDES A'>D BOTTOMS SHALL BE LOOSENED BY SCARIFY!l\G OR OTHER APPROVED METHOD. PITS SHALL BE BACKFILLED WITH "PREPARED SOIL" TO THEIR REQLIRED GRADE, AND THE BALANCE OF THE PIT FILLED WITH "PREPARED SOIL", THOROLGHLY SETTLED BY WATER APPLICATION. (REFER TO PLA1'TING DETAILS AND SPACING DETAILS) C. SET PLANTS !"I CEl>TER OF PIT, 11' A VERTICAL POSITION SO THAT CROWN OF BALL WILL BE LEVEL WITH FIKISH GRADE AFTER ALLOWING FOR WATERING AND SETTLI\JG AND SHALL BEAR THE SAME RELATIO'-SHIP TO THE FINISH GRADE THAT IT DID TO THE SOIL SURFACE IN THE CONT Al'IER. D. PREPARE DEPRESSED WATER BASIN AS WIDE AS PLANT BALLS AT EACH PLANT. WATER THOROCGHL Y, BACKFILLING ANY VOIDS WITH ADDITIO'IAL PREPARED PLA'ITISG MIX. 15.0 PLANTING VINES, SHRUBS AND GROUNDCOVERS A. Vl'>ES AND SHRUBS SHALL BE PLA'sTED PER DETAILS. COMPACTED SOIL AT BOTTOM OF PIT SHALL BE LOOSE>iED AND THE PIT FILLED WITH "PREPARED SOIL" TO THE BOTTOM OF THE BALL. WHEK THE PLANT HAS BEE'/ PROPERLY SET, THE PIT SHALL BE FILLED TO THE REQLIRED GRADE BEEN PROPERLY SET, THE PIT SHALL BE FILLED TO THE REQLIRED GRADE WITH "PREPARED SOIL" AND THOROL'GHLY SETTLED BY TAMPING. (REFER TO PLAl\TIKG DETAILS) B. PREPARE A DEPRESSED WATER BASl'I AS WIDE AS PLANT PITS AT EACH PLANT. WATER THOROLGHL Y, BACKFILLING ANY VOIDS WITH ADDITIONAL PREPARED PLANTING MIX. C. GROU\JD COVERS C. I. PITS FOR FLAT SIZED PLANTS TO BE AT LEAST 4" X 4" X 4". GROLKD COVER AREAS SHALL BE MOISTE\JED PRIOR TO PLANTING. 'sO FLATTED LINER, OR POTTED PLANTS SHALL BE PLANTED J>,; DRY SOIL. C.2. SET PLANTS IN CENTER OF PITS SO THAT CROWN OF PLA:-ST WILL BE LEVEL WITH FINISHED GRADE AFTER SETTLING OF SOIL, THE'- BACKFILL AND WATER (REFER TO SPACI:S:G DETAIL) C.3. FLATTED PLANTS SHALL BE WELL ROOTED WITH RUNNERS AT LEAST 4" BCT ',JOT MORE THAN 6" IK LE'IGTH. 16.0 TREES OCCCRRING IN LAWN A. TREES OCCLRRING IN LAWS: SHALL BE PLANTED BEFORE Fl:-.iAL PREPARATION OF THOSE AREAS. B. ALL TREES SHALL BE 1:-iSTALLED WITH BARK PROTECTION DEVICES AT 17.0 CARE OF PLANTS BEFORE AND DC RING PLANTING A. PLANTS SHALL NOT BE ALLOWED TO DRY OLT BEFORE OR WHILE BEING PLANTED, KEEP EXPOSED ROOTS MOIST BY MEAKS OF WET SA WDLST, PEAT MOSS OR BURLAP AT ALL TIMES DURING PLANTING OPERATIONS. DO KOT EXPOSE ROOTS TO THE AIR EXCEPT WHILE BEING PLACED J>,; THE GROL'ND. WILTED PLANTS IN OR OUT OF CONTAINERS, WILL KO BE ACCEPTED A'-D SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. B. EXISTl!\G PLANTS, WHERE INDICATED, SHALL BE PROTECTED IN PLACE. DAMAGED, OR DESTROYED PLANTS SHALL BE REPLACED IN DLPLICATE SIZE BY THE CONTRACTOR WITHIN 48 HOURS AFTER ',OTIFICA no:,; BY THE OW'sER'S REPRESENTATIVE. 18.0SODDED LAWN A. CULTIVATE ALL LAW's AREAS TO A DEPTH OF 12". ROCKS AND DEBRIS LARGER THAN I" IN DIAMETER WHICH ARE BROLGHT TO THE SLRFACE BY CULTIVATION SHALL BE REMOVED FRO'.I,\ THE SITE. IF CUL TIVA no, DOES -.:or BREAK LUMPS, A SPIKE TOOTH HARROW SHALL BE PLLLED BEHl'-D A MECHANICAL SEEDER OR TRACTOR. B. AREAS TO BE PLANTED J>,; SOD SHALL BE Fll>ISHED SMOOTH TO PRESP,T A NEAT Al\D LNIFORM GRADE PRIOR TO INSTALLATIOK. THE LAWN BED SHALL BE I'ISPECTED A'ID APPROVED BY THE LANDSCAPE ARCHITECT BEFORE SODDING. C. ALL SODDED AREAS SHALL BE THOROLGHL Y WATERED, FERTILIZED, A>iD KEPT '.l,\OIST BY IRRIGATING AS OFTEN AS REQUIRED. D. ANY LAWN AREAS THAT DO NOT SHOW A PROMPT CATCH OF GRASS SHALL BE RE-SODDED AT TEN DAY 1:-STERVALS G\JTIL AN ACCEPTABLE STA'sD OF GRASS IS ASSURED. 19.0 BLANK 20.0 WATERING A. IMMEDIATELY AFTER PLA1'TI'.'-G, WATER SHALL BE APPLIED BY HOSE IN A MODERATE STREAM I\ THE PLA'-Tl\JG HOLES L'-TIL THE MATERIAL ABOUT THE ROOTS IS COMPLETELY SATL'RATED FROM THE BOTTOM OF THE HOLE TO THE TOP OF THE GROUND. B. PLANTS WHICH CA N'-OT BE WATERED EFFICIENTLY WITH THE EXISTING IRRIGA no-.: SHALL BE WATERED BY MEA'>S OF A HOSE. C. APPLY WATER IS: SLFFICIE'-T QLANTITIES, AND AS OFTE\J AS SEASO1'AL AND SOIL CONDITIONS REQUIRE, TO KEEP THE GROL\/D WET AT ALL TIMES, WELL BELOW THE ROOT SYSTEM OF GRASS A!\D PLANTING. CARE IS TO BET AKEN I\J WATERING SLOPES SO AS NOT TO CALSE EROSIOS DAMAGE. D. FOLLOWl:-.JG THE PLAT\TING OF GROL'ND COVER PLAJ\"TS IM:'v'IEDIATEL Y A;\D THOROLGHL Y WATER BY THE IRRIGATION SYSTEM, OR BY A SLOW RLNNING HOSE SPRAY. 21.0 WATERING BASINS A. CO',STRL'CT A FIRMLY CO'.l,\PACTED MOLND OF SOIL AROL'>D EACH TREE AND PLANT TO FORM A WATERING BASIi\ AT THE EDGE OF AND FOLLOWING THE SHAPE OF THE PLANTING PIT AREA. MOLNDS FOR TREES AND FOR VINES FROM 5-GALLON OR LARGER COSTAl'-ERS, SHALL BE AT LEAST 4" HIGH. MOUNDS FOR ALL OTHER TREES, Vl'-ES OR PLANTS NOT OTHERWISE SPECIFIED SHALL BE AT 2" HIGH. EXCAVATED EARTH, IF CAPABLE OF RETAINING WATER, MAY BE USED. A'-Y SETTLEME'-T WITHIN THE BASINS RETAl'IING WATER SHALL BE REFILLED TO THE REQL"IRED GRADE WITH PREPARED SOIL, AKD ADDITIONAL NITROGEN STABILIZED SAWDLST WORKED IKTO THE SL RF ACE AS REQUIRED TO RESTORE THE BARE BARKED CO!\DITION. B. REMOVE WATERING BASINS IN PLA:S:TER AREAS AT THE TIME OF BARK l'.\lST ALLAT!Ol\. 23.0 TREE STAKING A. STAKE ALL 'sO:S:-GLYED TREES AT TIME OF PLA1'TIKG BY PLACl'-G STAKE IK THE PREPARED HOLE AND DRIVI'-G IT 12" INTO SOLID GROLKD. PLA1'T THE TREE AS CLOSE TO THE ST AKE AS POSSIBLE WITHOL'T CROWDIKG THE ROOTS. FASTEN THE TREE TO THE LPPER E'-D OF STAKE LSING "CINCH TIES". (REFER TO DETAIL) B. TREES 16" BOX SIZE OR LARGER, SHALL BE IMMEDIATELY ROOT GLYED AFTER PLA\;Tl\;G WITH DUCKBILL ROOT BALL ANCHOR OR EQUAL PER MFG. INSTRUCTIOKS. 24.0 ESPALIERING OF VI'sES ALL TRELLISES A\JD STAKES ARE TO BE REMOVED FROM PLA'-TS, A'-D THE PLANTS SHALL BE FASTENED A'-D TRAINED AGAI:S:ST FENCES OR WALLS LNLESS OTHERWISE APPROVED BY THE LA:':DSCAPE ARCHITECT. REFER TO DETAIL 25.0 BARK MULCH WEED COKTROL BARK 1-.:sr ALLATION SHALL CONSIST OF PLACING 3" OF MEDILM BARK WOOD BARK IN ALL SHRLB PLAKTING AREAS. CONTRACTOR SHALL SL PPL YA O'>E GALLON BAG SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO DELIVERY. MFG. HALL CERTIFY BARK '.l,\LLCH TO BE BROWN AND GOLD. COPIES SHALL BE PROVIDED TO CITY LANDSCAPE INSPECTOR AND LA'-DSCAPE ARCHITECT AVAIL. THRL: AGLl:S:AGA GREEN --PHONE, 714-649-90 26.0 CERTIFICATES 1:-,; ADDITIO'< TO ANY OTHER CERTIFICATES SPECIFIED, CO'>TRACTOR SHALL FURJ',;ISH A CERTIFICATE WITH EACH DELIVERY OF BULK \1ATERIAL, STATING THE SOLRCE, QLA1'TITY AND TYPE OF MATERIAL A'>D THAT THE MATERIAL CO'sFORMS TO THE SPECIFIC-A TIOK REQLIREMENTS. FOR BLLK DELIVERED ORGANIC FERTILIZER, THE CERTIFICATE SHALL ALSO STATE THE VOLUME, '-ET WEIGHT, PERCE1'T OF '-:ITROGEN A'-D PERCENT OF PHOSPHORIC ACID. FOR EACH FERTILIZER AND SOIL CONDITIO'-ER, J>,; CONTAl'-ERS. A SIMILAR CERTIFICATE OR 11':VOICE SHALL BE FL:Rr-:ISHED STATING TOTAL QUANTITIES BY WEIGHT AND VOLLME FOR EACH MATERIAL. THESE CERTIFICATES SHALL BE SUBMITTED TO THE LA'IDSCAPE ARCHITECT PRIOR TO THE START OF THE MAl'-TENANCE PERIOD. 27.0 PROTECTION co,TRACTOR SHALL CAREFULL y A~D CONTll\UOt;SL y PROTECT ALL AREAS INCLUDED IN THE CO'-TRACT, INCLUDING PLANT MATERIALS, FENCES, SUPPORTS, ETC., l"NTIL FINAL ACCEPTASCE OF THE WORK BY THE LA:--DSCAPE ARCHITECT AND OW'.\ER'S REPRESEr,.;TATIVE. 28.0 MAl'.\/TENANCE A. CONTRACTOR SHALL MAINTAIN A SUFFICIENT NUMBER OF ME'-A'-D ADEQUATE EQL'IPME'IT TO PERFORM THE WORK HEREIN SPECIFIED. PLAKT MAI1'TEKA!\CE WORK SHALL COKSIST OF APPLYl'iG HERBICIDES BY A CERTIFIED SPRAYER CARING FOR PLANTS, I\JCLLDING GROL'-DCOVERS, SHRLBS AKD TREES, EDGING, AERATlt\G AND MOWl!\G OF LAWNS, FERTILIZIKG AND CONTROL OF WEEDS, PESTS AND DISEASES. B. DAMAGE TO ANY PLANTED AREA SHALL BE REPAIRED IMMEDIATELY. DEPRESSIONS CALSED BY VEHICLES OR FOOT TRAFFIC SHALL BE FILLED WITH TOPSOIL, LEVELED AND REPLANTED. EXTERMl'.sATE ALL RODENTS, A"<D REPAIR RODENT DAMAGE IMMEDIATELY. C. THE ENTIRE PROJECT SHALL BE MAINTAl'IED FOR A PERIOD OF 90 DAYS CO'.l,\MEKCING FROM THE TIME ALL ITEMS OF WORK HAVE BEEN COMPLETED TO THE SA TISF ACTIO'-: OF THE LANDSCAPE ARCHITECT AND CONTRACTOR HAS RECEIVED WRITTEN NOTIFICATION FOR "START OF MAl!\TENANCE". D. THE PROJECT SHALL BE CARED FOR IN A NEAT AKD CLEA'-COKDITION AT ALL TIMES TO THE SATISFACTION OF THE OWNER AND LA'-DSCAPE ARCHITECT. 29.0 LA WK MAINTENA\JCE A. WATERING -WATER EVERY DAY O'.'<CE PER DAY FOR TWO WEEKS A'-D THEREAFTER GRADLALLY REDUCE FREQLENCY OF WATERI1'G TO THREE TIMES PER WEEK. CONTRACTOR SHALL CONTINUE TO MAINTAI'.'-THE LAWK L'sTIL FINAL ACCEPTA'ICE BY THE LAKDSCAPE ARCHITECT AND OWNER. B. FERTILIZING -APPLY 12-12-12 (BEST OR EQUAL) AT THE RATE OF 5 POUNDS PER 1,000 SQLARE FEET THREE WEEKS AFTER INSTALLATION A'ID WATER IMMEDIATELY THEREAFTER. C. DISEASES A'-:D PEST CONTROL -TWO WEEKS AFTER APPROVAL OF LAW'> INST ALLA TIOK, APPLY A GRANULAR MERCLRIAL FU:S:GICIDE OF I .8% MERCUROLS CHLORIDE AS PER MANUFACTLRER'S RECOMMENDATION. D. MOWING -(TALL FESCUE LAWNS) -THE LAWN SHALL BE MOWED AT A HEIGHT OF 2" WITH A ROTARY MOVER, EQUIPPED WITH ROLLER, BEFORE IT REACHES J" I!\ HEIGHT. COLLECT GRASS CLIPPl'.'<G DURING MOWING OPERATIONS A'-D REMOVE FROM THE SITE. AFTER EACH CUTTING, THE EDGE OF THE GRASS SHALL BE TRIMMED TO A NEAT AKD CNIFORM LINE. THE LAWN EDGES SHALL BE MAINTAINED 1'EATL Y AT ALL TIMES. 30.0 GROL"'sDCOVER AND SHRLB AREA MAl1'TENANCE A. WATERl'-G -NEW PLA'-Tll\GS SHALL BE WATERED O'sCE PER DAY FOR TWO (2) WEEKS AFTER 1'-STALLATIOK. REDLCE WATERI!\G TO EVERY OTHER DAY FOR THE NEXT TWO (2) WEEKS. WATER THEREAFTER THREE(]) TIMES PER WEEK UNTIL FINAL ACCEPTA>iCE. B. FER Tl LIZA TIO'--FERTILIZE THREE(]) WEEKS AFTER PLA'-TING WITH 5 POUNDS 12-12-12 (BEST OR EQLAL) PER 1,000 SQUARE FEET; FERTILIZE THEREAFTER EVERY THIRTY (10) DAYS. C. DISEASE A'.'<D PEST CONTROL -FOR CONTROL OF SLL'.GS AND S'-AILS, APPLY PELLETIZED TRICALCIL\1 ARSl'.\JATE 5% BY WEIGHT A'.'-.;D MET ALDEHYDE 5% SJ R I,,,. cl,<"/' e ", r I, r 1 ,. , l1t, ,, I,," d p I ,1" 11' "K ] I 726 R,1,ncho Viejo Ruad I Sui1c 20 I S11n Juan C11pi~lrano. CA 92675 DATE INITIAL BY WEIGHT AS PER MAKLF ACTLRER'S RECOMMENDA TIO'-S TWO (2) WEEKS AFTER PLANT IS.STALLATIO'IS. FOR CO'-TROL OF CUTWORMS A\/D OTHER SOIL !!\SECTS, APPLY METRO BRA1'D SOILDRIN AS PER MANUFACTLRER'S RECOMMENDATIONS TWO (2) WEEKS AFTER PLANT INSTALLATIO'sS. THIS PRODUCT CO1'TAl'IS DIELDRl'I, LI\JDA\JE AI\D PHOSPHOROTHIOATE. EXTERMIKATE GOPHERS AKD MOLES A'sD REPAIR DAMAGE. D. PRCNING -ALL SHRLBS A'sD TREES SHALL BE Pl'-CH PRL'-ED AS 'sECESSARY TO EN COL RAGE NEW GROWTH A'ID TO ELIMII\ATE RA'\K SUCKER GROWTH. DO ,or BALL SHRLBS. OLD FLOWERS, AND DEAD FOLIAGE AKD LIMBS SHALL BE REMOVED. NO MAJOR TREE PRU'll'IG SHALL BE DONE WITHOLT THE APPROVAL OF THE LANDSCAPE ARCHITECT. CO'.sTACT LA'>DSCAPE ARCHITECT 48 HOURS 11' ADVANCE OF ALL PRLNING PERIODS. E. WEEDl1'G -ALL PLA'-TI'IG AREAS INCLLDl:--iG LALN AREAS SHALL BE KEPT WEED-FREE AT ALL TIMES. WEEDS SHALL BE DCG OLT BY THE ROOTS AND DISPOSED OF OFFSITE. LPOK COMPLETION OF THE CALLED FUR '.l,\AINTENANCE PERIOD, THE CONTRACTOR SHALL FERTILIZE PER #28 -LAW>,; MAINTE'-ANCE AND #29 GROLNDCOVERS Al\D SHRUB AREA MAll\TENA);CE OF THESE SPECIFICATIONS. l 1.0 GUARANTEE AND REPLACEMENTS A. ALL SHRLBS AND GROUNDCOVER SHALL BE GLARANTEED BY CO'sTRACTOR AS TO GROWTH A\/D HEAL TH FOR A PERIOD OF 90 DAYS AFTER COMPLETIO1' OF THE SPECIFIED MAINTE'IANCE PERIOD, AND'OR Fl'sAL ACCEPTAl\CE BY THE LA'-:DSCAPE ARCHITECT. ALL TREES LP TO 24" BOX SIZE SHALL BE GlJARA1'TEED BY CONTRACTOR TO LIVE AND GROW J>,; AK ACCEPTABLE LPRIGHT POSITIO'I FOR A PERIOD OF O'IE I I) YEAR AFTER COMPLETION OF THE SPECIFIED MAIKTE'-A:S:CE PERIOD, AN DIOR FI\JAL ACCEPTANCE BY THE LANDSCAPE ARCHITECT. TREES l's 24" BOXES OR LARGER, AND ALL FIELD GROW!\ SPECIMENS SHALL BE GLARA:S:TEED BY CO'>TRACTOR TO LIVE AKD GROW IN AN ACCEPT ABLE UPRIGHT MANNER FOR A PERIOD OF ONE 11) YEAR AFTER COMPLETION OF THE SPECIFIED MAIKTENANCE PERIOD, AND.'OR FINAL ACCEPTANCE BY THE LAKDSCAPE ARCHITECT. B. ALL PLAr-:TS THAT SHOW SIG'-S OF FAILING GROWTH AT A'sY TIME DURl'IG THE LIFE OF THE CO'-:TRACT, INCLUDIKG THE MAINTENAt\CE PERIOD, OR THOSE PLA'ITS l"IJLRED OR DAMAGED AS TO RENDER THEM LI\SUITABLE FOR THE PURPOSE 1'-TE:S:DED, SHALL BE IMMEDIATELY REPLACED IN KIND AND SIZE AT THE EXPENSE OF THE CONTRACTOR. C. CO'ITRACTOR SHALL. WITHIN 5 DAYS 'iOTICE BY THE LANDSCAPE ARCHITECT, REMOVE A'-:D REPLACE ALL Gl"ARANTEED PLANT MATERIALS GLARA'ITEE. REPLACEME!\T SHALL BE MADE WITH PLA:--T '.l,\ATERIALS AS INDICATED OR SPECIFIED FOR THE ORIGIKAL PLANTIKG, AND ALL SUCH REPLACEMENT MATERIALS SHALL BE GLARANTEED AS SPECIFIED FOR THE ORIGIKAL GUARANTEED MATERIALS. 12.0 CLEA\J-LP L"PON COMPLETION OF THE WORK 11' THIS SECTIOK, CONTRACTOR SHALL REMOVE ALL RLBBISH, TRASH AND DEBRIS RESLL T!',G FROM HIS OPERATIONS. CONTRACTOR SHALL REMOVE ALL EQLIPME:S:T AND IMPLEMENTS OF HIS SERVICE AND LEAVE E'-TIRE AREA IKVOLVED IN A '.SEAT AND ACCEPTABLE CO'-DITIOK IK ORDER TO GAIN THE FINAL APPROVAL BY THE LA\JDSCAPE ARCHITECT. 33.0 TLRF A;\0.'0R GROL'.\.DCOVERS WEEDS WILL BE A CO'>Tl'IUOlJS PROBLEM, MORE SO DURI\JG THE EARLY STAGES BEFORE PLANTINGS BECOME FLLLY ESTABLISHED, A'ID TO A LESSER DEGREE THEREAFTER. ALL AREAS SHOLLD BE MAI\JTAINED WEED-FREE. PART B 'VIAINTENA:'<CE REQt:IRED: I. REGLLAR MOWING AND EDGE TRIMMING OF GRASS AREAS (TLRF). 2. PERIODIC APPLICATIO'I OF INSECTICIDES FOR CO'sTROL OF APHIDS, S'IAILS, ETC., A'-D CHEMICAL CONTROL OF PLANT DISEASES AS DIRECTED BY A LICENSED PESTICIDE PROFESSIONAL. ). REGLLAR REMOVAL OF WEEDS BY HAND, AN'OR PERIODIC APPLICATION OF HERBICIDES FUR CONTROL OF WEEDS SLCH AS BERMUDA GRASS, CRABGRASS. NUTGRASS AND DA'sDELIO1'S AS DIRECTED BY A LICENSED HERBICIDE PROFESSIONAL. 4. PERIODIC APPLICATION OF ORGANIC FERTILIZERS TO REPLENISH SOIL KLTRIENTS REQL'IRED FOR HEALTHY TURF AND PLANT GROWTH. 5. YEARLY AERATION OF TURF AREAS TO RELIEVE SOIL COMPACTION A!\D THATCH BLILDLP, ALLOWING AIR AKD WATER TO REACH THE ROOT SYSTEM OF GRASS. 6. Cl!TTI:-;G BACK OF EXCESS GROL'-DCOVER TO PREVENT "CHOKING" OF OTHER TREES A1'D SHRLBS, AND TO KEEP IT FROM GROWI'IG OVER WALKWAYS AKD DRAI'-S. 7. REMOVAL OF TURF BY HAl\D, FROM WITHIN 12 INCHES OF TREE TRL!\KS TO ELIMIKATE DAMAGE POTE1'TIAL FROM MOWERS AND STRING TRIMMERS. 8. REGULAR GATHERING AND DISPOSAL OF LEAVES A:S:D TRASH. FREQUE'.'<CY: I. MOWI'sG OF GRASS WILL NEED TO BE DO1'E ON A WEEKLY BASIS. EDGE TRIMMING WILL \/EED TO BE DONE 2 TIMES PER MOKTH. 2. APPLICATION OF I\JSECTICIDES AKD CHEMICAL CO'-TROLS, ONLY AS REQUIRED. 3. WEED REMOVAL AND'OR APPLICATION OF HERBICIDES, AS REQLIRED. 4. APPLICATION OF LAW'-FERTILIZER AT LEAST 4 TIMES PER YEAR; MARCH, MAY, JULY, AND SEPTEMBER. APPLICATION OF GROL'ND COVER FERTILIZER TWO TIMES PER YEAR. 5. AERATION A!\D VERTICAL MOWING OF LAWNS SHOULD BE DO:--E AT LEAST ONCE PER YEAR. 6. CUTTING BACK OF EXCESS GROLNDCOVER 4 TIMES PER YEAR. 7. GRASS SHOLLD BE CONSTAI\TLY CLEARED FROM AROU',D THE BASE OF TREES, BY HAND REMOVAL. 8. LEAVES AND TRASH SHOLLD BE REMOVED FROM ALL AREAS ON A WEEKLY BASIS. II, TREES ALL AREAS SHOLLD BE FERTILIZED ACCORDING TO THE SCHEDLLE SET FORTH IN THE SPECIFICATIOKS. PERIODIC INSPECTIO'-S SHOULD EVALUATE THE RESPONSE TO THE RECOMMENDED FERTILIZA TIO'/ PROGRAM A'sD ADJUSTMENTS MADE AS '\ECESSARY. SPECIAL FERTILIZATION KEEDS SHOLLD BE IDENTIFIED AND IMPLEMENTED AS :-SEEDED. MAl',TE1'A',CE REQUIRED: I. PERIODIC PRUNI!\G TO REMOVE DEAD, DISEASED OR WEAKEKED LIMBS TO PROMOTE HEAL THY AND SYMMETRIC GROWTH OF THE TREE. REMOVAL OF Al\Y LIMBS, BRANCHES, OR FRO'-DS WHICH MIGHT IMPACT A BLILDING OR STRLCTLRE LNDER WINDY COKDITIOKS. REMOVAL (AND POSSIBLE REPLACEME',T) OF DISEASED OR WEAKE'IED TREES. 2. SELECTED THl1'1'1NG OR LACING OF TREES. J. STAKING OF YOUl>GER TREES TO PROMOTE GROWTH IN THE APPROPRIATE DIRECTION. 4. PERIODIC APPLICATION OF IKSECTICIDES TO CONTROL INFESTATIONS. 5. PERIODIC APPLICATION OF FERTILIZERS TO PROMOTE HEAL THY GROWTH. 6. PERIODIC ROOT PRL:--ING TO AVOID POTE\JTIAL CRACKI>iG OF SIDEWALKS OR DRIVEWAYS. 7. REGULAR INSPECTION OF TREE BREATHER TUBES FOR EXCESS ACCLMULATION OF WATER IN THE ROOT ZO'IE. FREQUE'.\CY: I. PRU'>l!\G AND TREE THINNl1'G SHOULD BE DONE O'-CE A YEAR: TREE REMOVAL /_\ - DATE INITIAL DATE AND REPLACEME'sT -ONCE A YEAR; AND CONFLICTI'IG LIMB, OR BRANCH, REMOVAL DONE OJ\ AN AS-NEEDED BASIS. TREE REPLACEME'IT SHOLLD BE CONSIDERED WHERE EXISTl'IG TREE TRLNK CALIPER EXCEEDS 61\JCHES AND ARE PLA\JTED !'I AREAS OF LESS THAN 5 FEET WIDE. 2. TREE THIN'sl'iG OR LACING, AS REQL'IRED, SHOLLD BE DO'-E O:'>CE PER YEAR. 3. TREES SHOLLD BE 11':SPECTED AT LEAST 4 TIMES PER YEAR TO DETERMINE WHETHER STAKING AND'OR GLYING SHOL"LD BE ADDED, REMOVED OR ADJUSTED. 4. APPLICATION OF 11'SECTICIDES SHOL'LD BE DONE O'sL Y AS REQUIRED TO AFFECTED TREES. 5. APPL IC A T!O;',i OF FERTILIZERS J;\ :'v'IARCH A;\D SEPTE\1BER OF EACH YEAR TO PROMOTE HEAL THY GROWTH. 6. TREE BREATHER TUBES SHOLLD BE INSPECTED AS LEAST MOKTHL Y, A\/D MORE OFTE'-WHERE TREES OCCLR IN DRAI\JAGE SENSITIVE AREAS. EFFECTS OF DEFERRED MAINTENA'.'CE: 1. FAILL:RE TO PROVIDE THE :'v'IAl,TE'\ANCE REQL'IRED WILL E\IE;\TLALLY TAKE ITS TOLL LEADl'-G TO DETERIORATIO's OF THE HEAL TH AND GE'sERAL APPEARANCE OF THE PROJECT'S TREES. IMPROPER STAKl'>G OR ROOT PRLNll>G COLLD RESLL T I's LONG TERM DAMAGE TO ADJACE:S:T HARDSCAPE OR STRLCTURES. III, SHRUBS ALL AREAS SHOL:LD BE FERTILIZED ACCORDING TO THE MI\JIMLM SCHEDLLE SE FORTH IN THE SPECIFICATIONS. PERIODIC INSPECTIO'IS SHOLLD EVALUATE THE RESPONSE TO THE RECOMMENDED FER TI LIZA TIOK PROGRAM AND ADJCSTMENT1 MADE AS NECESSARY. SPECIAL FERTILIZATIO'-\\EEDS SHOLLD BE IDENTIFIED AND IMPLEME'sTED AS NEEDED. 'VfAl1'TENA-.CE REQl,;\RED: I. SELECTIVE PERIODIC PRL'sl'-G OF SHRUBS. 2, APPLICATION OF INSECTICIDES TO CO'-TROL INFESTATIONS (SUCH AS APHIDS). J. APPLICATION OF SNAIL BAIT TO PREVENT S"IAILS FROM DEVOLRING SHRLBS A'-:D PLANTS. 4. PERIODIC APPLICATION OF FERTILIZERS TO PROVIDE THE M:TRIENTS NECESSARY FOR HEALTHY GROWTH. 5. APPLICATION OF CHEMICAL CONTROL FOR FL'-GUS, BACTERIAL, AND VIRAL IKFESTA TIONS. 6. MONITORII\G OF Vl'-ES AND "ESPALIERED" PLANTS TO IKSLRE THEY ARE :-.EATL Y PRUNED AND SECURELY ATTACHED TO WALLS OR FE;>;CES. 7. MAINTAI'> MEDIUM GRI1'D SHREDDED MULCH AT A LNIFORM ]" THICK1'ESS !"I ORDER TO SLPPRESS WEED GROWTH, MINIMIZE THE LSE OF HERBICIDES AND CONSERVE WATER. ENSLRE PLANTS ARE NOT COVERED AT BASE OF STEM. FREQl,;E'.\CY: 1. PRU,l'.\G SHOULD BE Do,E AS "\"EEDED TO PREVEt\T SHRL"BS A;'>JD PLA:\'.TS FROM BECOMING "RANGEY" A'sD TO CONTAl'I THEIR SIZE. PRLNING SHOLLD BE DONE WITH CARE NOT TO "POODLE" SHRL'BS. ALL TRIMMINGS SHOLLD BE PROMPTLY REMOVED FROM THE SITE. 2. APPLICATJO:-; OF INSECTICIDES, ONLY AS REQUIRED. l. AS S1'AILS CAN BE A PROBLEM IN THIS AREA, S'-AIL BAIT SHOLLD BE APPLIED AS REQLIRED TO CONTROL THE PROBLEM. 4. FER Tl LIZA TION OF SHRL'BS WILL OCCL'R IS: CONJLNCTION WITH THE FERTILIZATION OF GROL'.ND COVER AREAS, AS DISCLSSED EARLIER. SHRLBS SHOLLD BE REGLLARL Y MONITORED FOR SIGNS OF MICRO-NLTRIENT DEFICIENCY, AND TREATED ACCORDIKGL Y AS NEEDED. 5. APPLICATION OF FL'>GICIDES, BACTERICIDES, ETC., AS SYMPTOMS APPEAR. 6. v1,Es AND ESPALIERS SHOLLD BE MONITORED o-.: AN "ON-GOI'.'<G" BASIS. EFFECTS OF DEFERRED MAl'.\TE'.\A!\CE: I. NEGLECT WOULD RESULT I\J DETERIORATION OF THE SHRLBS, EVE'sTLALL Y REQUIRING REMOVAL, REPLACEME'sT, OR "DRASTIC" PRLNl'-G OF SHRLBS, A'-D LOSS OF AESTHETIC APPEARAKCE. INITIAL APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. RCE EXP. DATE REVIEWED BY: INSPECTOR DATE ITr] CITY OF CARLSBAD SHEETS PLANNING DIVISION 14 I l~D-1 11'1 1111'1:0I 1:111 ~ I I' I I~.' I ·01-; '.\IOl\TECIKc\ RESIDENTLc\L -!\IODELS I APPROVED: ltjl Gr-~~..oir °?·II-I-+ PLANNING OWN BY: PROJECT NO. DRAWING NO. CHKD BY: I Expiration Dote: DESIGNER OF WORK REVISION DESCRIPTION 071-lER APPROVAL CITY APPROVAL RVWO BY: CT 12-05 477-9M ,_ .