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DWG 477-7L; CT 11-02; LA COSTA VISTA; 01-05
C:\DRAWNQ Fl..ES\nTi.E Sl€ETS\)OCIIU:. !!l/ffl/20!:Z GENERAL NOTES: 1. PRIOR TO OCCUPANCY OF THE FIRST DWELLING UNIT THE DEVELOPER SHALL PROVIDE ALL REQUIRED PASSIVE AND ACTIVE RECREATIONAL AREAS PER THE APPROVED PLANS, INCLUDING LANDSCAPING AND RECREATIONAL FACILITIES. 2. INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK OR HIS DESIGNATED AGENT REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTIFICATION FORM". A REQUEST FORA FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE: "FINAL LANCSCAPE CERTIFICATION FORM" FAX TO: 760-944-8943 "LANDSCAPE INSPECTION REQUEST PHONE LINE": 760-602-4602 THE FOLLOWING INSPECTION SCHEDULES SHALL BE PERFORMED AND THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OR HIS DESIGNATED AGENT WHEN THESE ITEMS ARE READY FOR INSPECTION: a) INCORPORATION OF ANY AMENDMENTS AS REQUIRED BY SOILS TEST b) MAINLINE & LATERAL INSPECTION PRIOR TO TRENCH BACKFILL AND ON SAME DAY AS IRRIGATION PRESSURE TEST c) IRRIGATION HEAD COVERAGE TEST d) TREE & SHRUB LOCATIONS, PRIOR TO PLANTING, INCLUDING UTILITY SCREENING WITH SHRUBS (REFER TO SHEET 1, PLANTING NOTE #7) e) FINAL INSPECTION OF COMPLETED LANDSCAPE REFER TO SHEET .5, SECTION 2, PARAGRAPH 4 -TESTING 3. AS-BUILT PLANS FOR ALL PROJECTS (BONDED AND NON-BONDED, PUBLIC AND PRIVATE) ARE RQUIRED TO BE SUBMITTED. SUBMITTAL OF AS-BUILT PLANS SHALL BE AS REQUIRED BY THE ENGINEERING AND PLANNING DEPARTMENTS. THE FINAL PLANS SHOULD BE PREPARED BY THE LANDSCAPE ARCHITECT FROM DIMENSIONS PROVIDED BY THE CONTRACTOR. FINAL AS-BUil T PLANS SHALL BE DRAFTED CLEARLY TO THE SATISFACTION OF THE CITY AND THE ORIGINAL MYLARS SHALL BE SUBMITTED TO THE CITY FOR THEIR KEEPING. FINAL AS-BUILTS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL MYLARS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO BOND RELEASE. 4. ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTESD BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER", BURIED PER LOCAL CODE. APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY OF CARLSBAD WEB SITE AT: 1,vww.carlsbac!ca.gov/services/departrnents/water/Docurnents/waterbackflmvtesterlist.pfd 5. POSITIVE SURFACE DRAINAGE SHALL OCCUR (2% GRADE IN PLANTER AREAS) AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM DI RT DIAL TOLL FREE 1 . 800 -422 · 4133 AT LEAST TWO DAYS 8EFORC: YOU DIG UNDERGROUND SERVICE ALERT Of SOUTHERN CALIFORNIA 7 DRAWING INDEX: LA COSTA VISTA j " ·-. . ··--· l ·-·---· "· -·-. --__ ,,_,,, I S/-JEET TITLE I SHEET NU1lt!EJER r--= --,..-.. -/~----,-:--.,~,,~-.. ~----~---,,---~---- 1-·-i:-ITLE SHEET~_-··-· -----·---r··-·-···----·· __ 1_ ____ , __ ,,,,,,,,,,,,, l;~~~:~~:~~~N-,-"'·-·--E'·--·----·------;-----.-·-••·---"-"' t-:-ANDSCAPE DETAILS____ --·------4 ------~..J UNIT TOWNHOME DEVELOPMENT I ~PE CIFi CATIONS _, ---··----•-~""" ···--. 5 . -----· L--------------,----j 7500 JEREZ COURT VICINITY MAP NOT TO SCALE LOCATION MAP STATE OF CALIFORNIA WATER ORDINANCE REQUIREMENTS FOR SOILS TEST: The State of California & the City of Carlsbad requires that a soils test be provided by the owner before any landscape installation. This test is necessary to determine what kind of amendments or conditioning is recommended by the soils laboratory, to insure proper water percolation into the soil, and a healthy soil environment for plant health & growth. This test shall be conducted after mass grading is finished and before any landscape plantings. Contact an agricultural plant laboratory for information on performing the soils test. Their recommendation will become part of the working drawings. The following are the areas that the soils laboratory shall test and make their recommendations for the site: THE SOIL ANALYSIS MAY INCLUDE, BUT NOT LIMITED TO: 1. SOIL TEXTURE 2. INFILTRATION RATE DETERMINED BY LAB TEST OR SOIL TEXTURE INFILTRATION RATE TABLE 3. Ph 4. N, P & K (NITROGEN, POTASSIUM, & PHOSPHORUS) 5. TOTAL SOLUBLE SAL TS 6. SODIUM 7. PERCENT ORGANIC MATTER 8. RECOMMENDATIONS NOT TO SCALE L------------~-------~ DECLARATION OF RESPONSIBLE CHARGE: I H£RE:BY D£CLAR£ THAT I AM TH£ LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HA VE £X£RC/S£D RESPONSIBLE CHARGE OVER TH£ DESIGN OF THIS PROJECT AS D£FIN£D IN SECTION 6703 OF TH£ BUSINESS AND PROFESSIONS COD£ AND THAT TH£ DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT TH£ CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY TH£ CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF £NVIRONM£NTAL HEAL TH IS CONFINED TO A R£Vl£W ONLY AND DOES NOT REL/£\£ M£, AS TH£ LICENSED D£SIGN£R OF WORK, OF MY R£SPONSIBILITl£S FOR PROJECT DESIGN. TH£S£ PLANS HAVE B££N PREPARED IN SUBSTANTIAL CONFORMANCE WITH TH£ APPROv£D LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIR£ PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL R£LA TED TO LANDSCAPING. ~M. ~ BY: RICHARD M. GARCIA ~/L,>. ~ PHONE NO: (2~4-) _5_3_8_-6_o_o_o ____ _ R£GISTRA TION NO: 1873 £XPIRA TION DA TE: 11-2013 ---·------ WATER EFFICIENT LANDSCAPE DECLARATION: I AIJ FAM/UAR WITH TH£ R£QU/REM£NTS FOR LANDSCAPE AND /RR/GA TION PLANS CONTNNED IN TH£ CITY OF CARLSBAD'S LANDSCAPE MANUAL &-WATER £mC1£NT LANDSCAPE REGULATIONS. I HA VE PREPARED THIS PLAN IN COMPLIANCE VIITH THOSE REGULATIONS AND TH£ LANDSCAPE MANUAL I C£RTIFY THAT TH£ PLAN IMPL£M£NTS THOSE: REGULATIONS TO PROWD£ £mCl£NT USE OF ~ TER. ~ BY: RICHARD M. GARCIA ~ 4f./. ~ PHONE NO: ( ~) _5;;.;3c...c8_-6_0_00 _____ _ R£GISTRA TION NO: _18_7_3____ £XPIRA TION DA TE: _1_1_-2_0_13 _____ _ BACKFLOW PREVENTER TESTING: ALL 111RIGATION BACKFLOW PREVENTERS SHN..l B£ TESTE:O BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETVrffN THE M£TER AND BACKFLOW PREVENTER SHALL BE "SCH£DUL£ K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON TH£ CITY 11£8 SITE AT: HTTP: //WWW. CARLSBADCA. GOV /SERWCES/DEPARTAIE:NTS/WA TER/DOCUMENTS/RECYCL£DWA TERBACKFLOWTESTERLIST.PDF FOR RECYCLED OR HTTP:/ /WWW. CARLSBADCA. GOV /SERWCES/DEPARTAIE:NTS/WA TER/DOCUMENTS/WA TERBACKFLOWTESTERLIST.PDF FOR POTABLE OR CALL (760) 438-2722. INSPECTION PROCEDURES: INSPECTION PROCEDURES: INSPECTION OF THE PRO.£CT SHALL BE P£RFORMED BY THE LANDSCAPE ARCHITECT OF lll?RK, OR HIS DESIGNATED AGENT. REFER TO THE SPEC/FICA TIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPL£TION OF THE ~. THE LANDSCAPE ARCHITECT OF THE 11\?RK VIILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMlmNG THE "CERT/FICA TION OF COMPLETION" FORM. A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CAWNG THE INSPECTION REQUEST UN£ . • CER11F1CAT10N OF COUPI FUON. FORM FAX TD· /760) 9+f-BQ'f.3 LANDSCAPE INSPECDQN REOUEST PHONE UN£· CZ6Ql 602 46Q2 PRIOR TO BEGINNING LANDSCAPE WORK: THE CONTRACTOR SHALL CONTACT THE DESIGNER OF 111'.JRK PRIOR TO BEGINNING LANDSCAPE JroRK AND THE DESIGNER OF WORK SHALL REWEW THE PRO.£CT UTILITY LOCATIONS AND REWSE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM WEW AND PROTECT ALL UTILITIES (ABOv£ & BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. AP1°ROVED F"OR IRF?IGA TJON AI\JD PLAl\JT!t✓G Of\JL Y, INCLUD!f'✓G PF?E"CISE LCJCA TlOI\J OF" r0 L.Ai\JTII\J(; ;:i,J:;;·t~A ----~»----~--•· -------; 11 AS BUILT'' A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY fl£VlE\1El1 BY• lNSPEGHJR DATE I \ l 'I ~--1~ ~--. ---~~ (,lfAR O'l'ERHEAD ---;",,,-~----TO 25.0 FT.(MIN.) ~~--~; ,' ;'"-~ HEIGH 55• 1 15.0'(MIN.) --r----,, 1: SECTION A-A CLEAR OvERHEAD ,TO 1J,5'(tdlN.) HElGIIT ,:r-·;:: (fYP.) (fYP.) SECTION B-B SHEET 1 OF 2 1-R~Ea.::v~. ~A,.P~.;.PR;:,.:.o.;:v"'E□.l..+lD{.:;.Aa.:.T:..E 1--.....;c-· [-'[..:' Y"""'"O;..:.F_· ... c""· A .. r .. , L-s""· D_A_r_1 ----t /2,('.. c:Z...... ,_°' . ~~-~ . .. -~- SYMBOL TREES: G:) () (J SHRUBS: (!) ~I G r~ \.r' ~ (;, 'r; G) E9 ~ 0 ® © ® ~ 0 @ 0 REFUSE BIN ENCLOSURE FOR 3 CUBIC YARDS BINS cm ENGINEER SUPPLEMENTAL STANDARD NO. BOTANICAL NAME COMMON NAME TECOMA STANS TREE STANDARD' YELLOW TRUMPET FLOWER CERCIDIUM 'DESERT MUSEUM (TREE STD) THORNLESS HYBRID PALO LEPTOSPERMUM 'PETERSONII' LEMON SCENTED TEA TREE (TREE STANDARD) JUNIPERUS S. 'SKYROCKET PHORMIUM 'MAORI MAIDEN' ------------ RIBES AUREUM GOLDEN CURANT SALVIA LUECANTHA 'MIDNIGHT BLUE' -------- TECOMA STANS 'SUNRISE' ---------- EURYOPS PECTINATUS SHRUB DAISY ANIGOZANTHOS HYBRID 'BIG RED' KANGAROO PAW NANDINA DOMESTICA HEAVENLY BAMBOO MAHONIA AQUAFOLIUM 'COMPACTA' -------------------- MIMULUS AURANTIACUS 'YELLOW OR 'GOLD' ·-- LAVANDULA S. 'OHO QUAST' SPANISH LAVENDER .. CONVOLVULUS CNEORUM BUSH MORNING GLORY SALVIA GREGG I! AUTUMN SAGE OENOTHERA SPECIOSA EVENING PRIMROSE KNIPHOFIA UVARIA RED HOT POKER ERYSlMUM 'BOWLES MAUVE SHRUBBY WALLFLOWER SENECIO CINERARIA DUSTY MILLER ... DATE GS-16 .. QTY. SIZE 3 15 GALLON 3 24" BOX e 15 GALLON 2 15 GALLON 11 5 GALLON 1 5 GALLON 4 5 GALLON 10 5 GALLON 11 5 GALLON 11 5 GALLON 6 5 GALLON 13 5 GALLON g 5 GALLON 13 5 GALLON 10 5 GALLON 11 5 GALLON 38 1 GALLON 8 1 GALLON 19 I GALLON 6 1 GALLON 15 I GALLON G' Hl0t-l pl.-CDfc'... hlALc-. 61"".F" ri;:'.t,L,L---tF-110 srf~i OLITL.!cc·r Eco;< H IT rt e1 ,oSH c,, f-,A'ff -- proposed 2.: hlgl1 bloc~ wall w/ 4-' w.i. fence niax'. 6' hioh (?1::f1. P~"~Pl~- "~14') .. priva pati cl ··----""'-~·· ----~ FLOH THf".LJ f'LANTEK r-:\ 0 , 1" -rHtCi< coNc~ LAP· . PH °"I-OR, "-1''4V-(r,~ proposecl 1.5' t1ig11 , retaining wall w/45 1 h 19h block wall max: 6' high CS,i=:t'.. P~TA\ L-'(\1\0 S.Hr existing 6' llig~ 1 block wall Wl-.:h , ~Jtfi~ re:ro.1n1ng ~ I pori.Js : ra.ver'.:?J , I i • i ' i · . ·poJZU0 'Paver5,' .~ ; .·-~·------, . ~our1-l:'-:r !X>X ~V !1,e'.,3-tf refuse bin enclosure Gif"ATP (~ 17:ST!"-I\.... c;e,-10 iH!S st-IF~) pro.cei-cY: line 146.25' I 'L existing G' ilig!J L I block wall OUl'.LF-1 IWX f'JITH M~H 0fAifC PLANTING NOTES: 1. LAWN SHALL BE 'TALL FESCUE' SOD, MARATHON 2, FROM SOUTHLAND FARMS, 800·532·3489. AN EQUAL SOD IS ACCEPTABLE 2 GROUND COi/ER SHALL BE AS FOLLOWS AND SHALL BE PLANTED IN ALL SHRUB PLANTER AREAS: [O GAZANIA 'TRAILING YELLOW' FROM FLATS@ 12" O.C. I? I FRAGARIA CHILOENSIS (ORNAMENTAL STRAWBERRY) FROM FLATS@ 12" 0.C. 3. ALL SHRUB PLANTING AREAS SHALL RECEIVE A 3" LAYER OF MULCH OR SHREDDED WALK·ON BARK. APPLY BEFORE GROUND COi/ER IS PLANTED 4. SEPARATE LAWN AREAS FROM SHRUB PLANTER AREAS WITH 'BEND•A·BOARD' PLASTIC HEADER BOARD & STAKES. USE 1"x4" SIZE AND INSTALL PER DETAIL, SHEET 4 private 1 patio 152 sf I . 10'-0"' , private patio ' 155 sf ...------J\IC7TF. ~------------ ALL ~/.. ~fZlotz 0TA/f:.;::, j, 12-Ec-0oL-I t:? v,..i I rH . r-.1 o h&.J'lv'~API l'--161 vf='..r...ov.l 'I \ Scale 1 "~~1 o'-o" GRAPHIC SCALE ( IN FE:ET ) l lncn · ~ 10 IL --- •1 11 -n-11c1~ coNc. CAj rlln·I ·) II rANTILf-vEf: Ot'1L Y. 5. TREES SHALL BE LOCATED A MINIMUM 2' FROM CONCRETE CURBS, 5' FROM PAVING, & 7' FROM SEWER LINES 6 TREES LOCATED WITHIN 5' OF PUBLIC SIDEWALKS SHALL HAVE LINEAR ROOT BARRIERS INSTALLED. LINEAR LINEAR ROOT BARRIERS SHALL BE 'DEEP ROOT' LB 24-2 (AN EQUAL ROOT BARRIER MAY BE SUBSTITUTED) BARRIERS SHALL RUN 6' ON EITHER SIDE OF TREE TRUNK OR A TOTAL OF 12 LINEAR FEcT. PLACE BARRIER FLUSH WITH TOP OF CURB OR SIDEWALK. REFER TO DETAIL SHEET 4 I LCJCJ.\ TIC)tl/. ff:· f)LAi\J T/1\/G '"o_WN_E_R_/_DE-VE-LO_P_,E..,.R_: _________ -:-iL .... _ -.......... --,;;·-,:.1:~'-~i-~!~\:·-,..-, ,~--.. ---··- lf/f~ae; <"+~ f'.f"ff".j<. 10I0MS C01<5UL- i<, V>NT5 I C!Vll. ei-!GilNE!le'RIN<'..a 'r--'---+L--...J 6'11',<',t:'1 NO! f'.kANS fr?,~ fc~ ., -! IN,:,; li-JS,,,,.U..A·rior-1 ve:p•jL. 7. PRIOR TO LANDSCAPING, LANDSCAPE CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECTURE FOR LOCATION OF APPROPRIATE SHRUB OR VINE SCREENING OF UTILITIES, SUCH AS TRANSFORMERS, GAS OR ELECTRIC METERS, TELEPHONE OR CABLE ENCLOSURES, ETC. 8. CONTRATOR SHALL INCORPORATE THE SOILS REPORT RECOMMENDATIONS FOR PREPARING LANDSCAPE PLANTcR AREA AMENDMENTS. THE SOILS TEST SHALL BE MADE AFTER MASS GRADING AND BECOME A PART OF THE CONTRACTOR'S LANDSCAPE BID THE SOILS TEST SHALL COMPLY WITH THE CITY OF CARLSBAD 'WATER EFFICIENT LANDSCAPE ORDINANCE' SOILS TEST REQUIREMENTS. A COPY OF THE SOILS TEST SHALL BE GIVEN TO THE CITY LANDSCAPE ARCHITECT CONSULTANT WHEN IT BECOMES AVAILABLE. THE SOILS TEST RESULTS SHALL SUPERCEDE SOILS PREPARATION SPECIFICATIONS AS CALLED OUT ON THE SPECIFICATION SHEET 4. REFER TO COVER SHEET FOR THE CITY WATcR ORDINANCE REQUIREMENTS FOR THE SOILS TEST 9. REFER TO SHEETS 4 & 5 FOR PLANTING DETAILS & SPECIFICATIONS Landscape Architecture 1918 KEMPER AVE .. SANTA ANA; CALIF, 92705 /714/ 538 · !000 CALIFORNIA lANDSCAPE ARCHITECHT NO, 1873 7.L;Nf:'. l?e:0~1"1ATION'::i: ZO/'-lr=' tF'I ; LAHN ZONI': #-?: SHf'.,Ui=>S TMS, JEREZ INVESTMENTS, LLC A CALIF'ORNIA C!)RPORA TION 19196 SIERRA ISABELLE IRVINE, CA 92603 Tony Sfreddo ph. 951.801.0888 , ,~> ,j,,,_11L. 1 RCE; ____ _ t)CP. ____ _ DATE DATE .2ill: ..... ..v.ll:..i'.! 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ALLOW A MINIMUM OF 6-INCHES OF Df~IPLINE fUEJING IN VALVE BOX IN ORDER ro O!l{ECT ~U•sm:o WAlER OUTSIDE VALVE □ox. 2 !.~~;~~%Cl' <.0>1!:>CST CR!PU,\C I.Af£R•'-5HJ%) '-01 CXC[OO TH( 'lft.>:L'JV,' ;~;.c,:,a s7:,w,1 ,N rn, A~co,.1~ ... ,w:r; 1~BcE el" ''""'" ~O'ninal ro. (G?H ) ~ordn:I ;·.,, (CPH) ~~,,;not f:o~ (C0H)I XFD ON-SURFACE DRIPLINE FLUSH POINT 10 ~7 10 N.LS. WITH EASY FIT COMPRESSION FITTINGS 0 0 ® (i) XFD ON-SURFACE DRIPLINE 1 ,,.,.s. END FEED LAYOUT [;\S"( flf COMPRESSION f>F R"-li-1 811<0 .\1GCFTEE ON-'SURFN:E DRIPUNC:· IVJN BlflD XF SERIES DRIFUr!E POTABLE. x•o DRIPLIME l'ION-POTABLE XFDP ORIPI.INE l~!Lll'IE DRIP EIAITTER ouru:r fl~ 00':IN STAAE iSAIM BIRO TDS-050 WITH GENO (!Y~IC•\L) MULCH flMISH (;RADE ---_________________ , I 2"---(," ~,; " " ;o " " )@! ,.; '' o.; 0' rn '" 357 m 2~1 no "' JI 3 35J 2'i~ ,,. J7S "' I X•2 '" •2~ 43~ I m $1~ I 470 (i) OH-SUf{L\C£ CRIPUtiE RtJ>i Ll,RD AF SEilli:5 Oi1iPL'l-iE P()',~~:_[: Afll DRIPUN€ fl<Jtl-f''JIA~L~: .~f'l)p QRIPLIO·IE " "" SH m 7C·~ n~ (D 1n1_1,•1t DR1P c1.unrn ourLEf. SEE PL-\:IS FOR o,c:1rur,E OIJILET :;PJ,CLflG 0 f,,\RB IEE 17,1/<llimn R,'J,'I 8iRD XrF -·r~[ G) C,\.'lc' tcu·0u.•1,:; 17,11,r.m RAlfi BIRO AFF -(OUP 0 2,\R~ ELS0'/1 l 1, J 7,nm R,\lr. 21RO <FF -CL8()W 0) BA'S8 1.1..\L~ ,\CAPlCR I Imm i( l/2" !.!Pf il.>-;f! EIRD :<FF-f.</,-OSO I /mm A J/4" \•Pf RA'.'! cmw xrr -w,-1J1~ (i) i''.C IH ,,s,r ;1[ 001'.rl ':il,\.~E ,., "' ~H "' "' '" NOTES (i) ® il,IJ/1 Uli<J ros-o:,Q WITH ~~"0 ( l(PIC~'-) I PLACE m: oown SL\KES EVEftY [HREE f-"[ET li't SA.~O. FOUR FEEr l~I LOA/,1, A,,!L) Fl'/E FEEf I,'! CLl\Y 2 ;,,r FlrTINGS 'IIH1:RE IHERE I$ ,\ CHANGE QF cllRECTIOi'l SlJCH AS TE'::S OR E<.aows. 1JSE f!C:---IJO\'/~J sr11:<ES ON Et,CH LEG OF THE CHMIGE OF OIRECTION XFD ON-SURF AGE DRIPLINE AT GRADE ', .s IRRIGATION LEGEND FOR BACKYARDS SYMBOL DESCRIPTION (!) POINT OF CONNECTION TO HC•SE BIBB. INSTALL¾" GATE VALVE CONNECTION & NEW PRESSUl!E MAINLINE TO VALVE BETWEEN POINT OF El) ORBIT¾" FTP CONTROL VALV:. WITH ANTI-SIPHON (AN EQU,._L VALVE MAY BE USED) INSTALL ANTl-SIPHION A MINIMUM OF 6" ABOVE FINISH GRADE IA) ORBIT EASYSET LOGIC 6 STAllON TIMER. REFER TO DET,t.,IL 8, SHEET 4 ., RAlNBIRD 50-8 STEAM BUBBU:R ON A RAINBIRO 1W4---4" HIGH POP-UP BODY IRRIGATION PRESSSURE LOSS CAI.CULATJONS (BASED ON VALVE #3@ 12.0 G.P.M.): ITEM. WATER METER (518") ., 1 REMOTE CONTROL VALVE PRESSURE MAINLINE ( .75 ELEVATION LOSS): 4 LF. -1' SCH. "K" HARD COPPER PIPE· PRESSURE MAINLINE (1 ¼" SCH 40@ 20'). PRESSURE MAINLINE {1" SCH 40@ · 00'}. LATERAL LINE (20% OF OPERATING PRESSURE) M!N. PRESSURE REQ'D. AT LAST HE.!\D: TOT AL SYSTEM LOSS: PRESSURE AT WATER METER: RESIDUAL PRESSURE: PRESSURE LOSS •5.1 -5_0 +.3 -.17 -2.24 -3.16 '6.0 -30.0 -51,37 70.0 +18.63 , Point of Connection ,101£S· Pi.AC~ TIC DOWti SfAKSS ['l':'.1Tc IHiEE f"EU ,ti S.\1',D, fUIJR ;,:,:r ,n LQAl!, A'W ;1•1E ::-t~T 1'1 SU\( , M C•lflnGS y,;;[H~ c,irn€ ;S ,\ CHArlGE 0r DIR~r;110,1 :,uc,; ,,s TECS o.~ EU!Q\·,S, US£ l:t-GOW~ ',f,\,<;~S 0/1 v:::;;; LEG o; IHE C>t.o,;JGE OF 'JlilU~IIQM J S,Wt ·,o,":: >Wi'JS \.IS€ HiE IW/l olRO FlfWlS-TGOL ,{F 1rracrno11 1001_ ru2 F1Trn,o t,SSE.1•G~Y. XFD ON-SURFACE DRIPLINE RISER ASSEMBLY WATER EFFICIENT L,4.NDSCA.J'f: WORKSHEET Jira Wtllu di[p"'11nc~ {M,lw...-1 (,j) ,.!ULCH (0 @ /l,\111 8,R□ Xf SE;/1[', S'.NIK ;v1n:a lENGTI; AS RCQIJliscD Total MA.WA-: (ETo x 0,7 x LA in Sq. Ft. x 0.62) + rBTo x 1.0 x SU in So. Ft. x 0.62) = Gallons ocrvm for LA+SLA where: /.&WA .. MW:imum A.pp/ftd Water Allow,mc1 (J1!1on! per ye&r) ETo -Rt/tmict Evapotron1pfratfon AppePdlx C (inches per year) 0.7 .. Evapotransp/ra//on Ad/1111111,nt Factor (ETAF) 1.0 • ET AF for Sptcla! Londscap,d Arta LA• Landscaptd Arra (square feet) 0.62 • Conv,rslan/ac1or (to 11llons per sq111re Coot) SU• Srclal LandJcaped A.no (square feet) MiWA Calculation: ETo ETAF LA orSLA rn-1 Conversion MAWA (Gallons PerYmJ MAWAforLA= 4-f,0 X 0,7 X S 27= X 0.62 I07J -=--ci4'. .U.WA for SU -X LO X X 0.62 . Total MA.WA"" 107, 15.,q Estlmakddpplitd Wa«r Ust EA.WU= ETo xKLx LA x 0.62.;. JE"' o-11on5 ocr year where: KL =K,xK~xK,,.- EAWU• &tfmattdA.pplftd Wattr Utt (Jllll□n, per year) K1 = species factor (range"' 0.1-0.9) (~ee WUCOLS list for values) B'to • Reference BVllp□lnnspintlon Apptndl:r C (inches per year) I(,,. s density factor (range"" 0.5-1.3) (see WUCOLS for density value ranges) K. • Land.rcape Co,J71citnt · K .. ::im/crocllmati: ftctor (range"' 0.S-1.4) (see WUCOLS) LA• Lar,d.scap,d Atta (sqllue feet) 0.62" Corrmslon/actor (to pllons per iiqu~ foal) WU COLS -ll'WHI, o WIit.w11ter,ca.go,o/docs/w11coMJO.pdf IE -lrrl1ation Effic/1ncy • !ME x DU /ME• Irrigation Manapm,ril Efflci,ncy (Y0'1i) DU• Di.ttrfbullon Unlformltv of lrriralion h1ad EA WU Calculation: ETo Kc LA Conversion IE EA.WU /Gallons Per Year' Si:iecial Landscaped Ate1 X X X 0.62 + . Cool Season Turf 7. X . ' "' X Z80 X 0,62 + '"" I! ,--,.,..,7 Warm Season Turf ' X ' 0.62 + . Hi Water Usin1r Shrub ' IX ' 0.62 + . Medium Water Usin1r Shrub X ' X 0,62 + • Low Water Usin1r Shrub +1,0 X ,3 X ,1..a."-11 X 0,62 • ~ . 7'1 ;>'13 Very Low W•tcr Usin1r Shrubs X X ' 0.62 + . X X X 0.61 • . X X X 0.62 + . X X ' 0.62 + . X X X 0.62 + . X X X °'62 + . X X X Q.62 + . Other X X X 0.62 + . TotalEAWU-vi l·-?~o , property line 139.00' cone. walK ·, blo ck w I w/ '• "' <D M: ~' ~' Ill 1i -~: w.i. fe 6' hi 6' hig block w e . .I :s: ., I ·, .. ' priv P.ati ,, I • ' C private patio ., .,:..!--.,. SYMBOL (9 9 IRRIGATION LEGEND RAINBIRD 1804-150; 4" HIGH LAWN POP-UP SPRAY HEAD; 15' R; .92 GPM RAINBIRD 1804-12H; 4" HIGH LAWN POP-UP SPRAY HEAD; 12' R; 1.3 GPM 4' cm1c. Walk ex1Sting 6' high block wall DESCRIPTION ~ e RAINBIRD 1804-8Q, 8H; 4" HIGH LAWN POP-UP SPRAY HEAD; 8' R; .26, .52 GPM (:9 RAJNBIRD 1804-15 VAN: 4" HIGH LAWN POP-UP SPRAY HEAD WITH VARIABLE ARC NOZZLE: 15' R ffi RAINBIRD 1804-12 VAN; 4" H1GH LAWN POP-UP SPRAY HEAD WITH VARIABLE ARC NOZZLE; 12' R Q,I RAINBIRD 1004-8 VAN; 4" HIGH LAWN POP-UP SPRAY HEAD WITH VARIABLE ARC NOZZLE; 8' R @ RAINBRD 1806-150, 6" HIGH SHRUB SPRAY POP-UP HEAD: 15' R; .92 GPM @® IRA\NBIRD 1806-12Q,12H; 6" HIGH SHRUB SPRAY POP-UP HEAD; 12'R; .65, 1.3 GPM ~ ~ RAINBIRD 1806-80, 8H; 6" HIGH SHRUB POP-UP SPRAY HEAD; 8' R; .26, .52 GPM cg • ..., RAINBIRD 1806-50, 5H; 6" HIGH SHRUB POP-UP SPRAY HEAD; 5' R; 10, .20 GPM RAINBIRD 1806-15 VAN; 6" HIGH SHRUB POP-UP SPRAY WITH.VARtABLEARC NOZZLE; 15' R RAINBIRD 1806-12 VAN; 6" HIGH SHRUB POP-UP SPRAY HEAD WITH VARIABLE ARC NOZZLE; 12' RAINBIRD 1806-8 VAN; 6" H!GH SHRUB POP-UP SPRAY HEAD WITH VARIABLE ARC NOZZLE; 8' R RAINBIRD 1800-SQ, 8H; SHRUB SPRAY HEAD ON A 6" HIGH FIXED RISER; 8' R; .26, .52 GPM ' RAINBIRD 1800-50, SH; SHRUB SPRAY HEAD ON A 6" HtGH FIXED RISER; 5'R, ,10, .20 GPM RAINBIRD 1800-8 VAN; SHRUB SPRAY HEAD WITH VARIABLE ARC NOZZLE ON A 6" HIGH FIXED RISER; 8' R RAINBIRD SCST-B MPR STREAM BUBBLER NOZZLE; INSTALL ON A ,4' HIGH POP-UP; 5' R, .5 GPM FEBCO 825Y -1" SIZE REDUCED PRESSURE BACKFLOW PREVENTER HAMMOND 8503 LIN,E SIZED BRONZE BALL VALVE (SHUT-OFF VALVE); INSTALL !N BELOW GRADE PLASTIC VALVE RAINBIRD 3 RC -3/4" QUICK-COUPLER VALVE; INSTALL IN BELOW GRADE VALVE BOX RAINBIRD 100-PGA-PRS -1" REMOTE CONTROL VALVE; INSTALL IN BELOW GRADE VALVE BOX . · property line · · refuse bin enclos_ur~ 1 '\' m . ~ ~ IRRITROL SD 900-EXT SMART IRRIGATION CONTROLLER: INSTALL WITH RS500 RAIN SENSOR. INSTALL CONTROLLER & RAIN SENSOR PER MANUFACTURERS'RECOMMENOATIONS LOCATED EXTERIOR CONTROLLER IN 'ALL-SPEC" AS-WM-12 WALL MOUNTED STEEL ENCLOSURE INSTALL ENCLOSURE PER MANUFACTURER'S RECOMMENDATIONS.IRRIGATION CONTRACTOR SHALL, C.OORDINATE EXTERIOR CONTROLLER LOCATION WITH PROJECT SUPERINTENDENT OR OWNER PVC PLASTIC LATERAL LINE; CLASS 2QQ; INSTALL 12" BELOW GRADE. -X---')r PVC PLASTIC PRESSURE MAINLINE; SCH. 40; INSTALL 18" BELOW GRADE PVC PLAST\C SLEEVING; SCH 40; DRIP IRRIGATION LEGEND SYMBOL DESCRIPTION I!!',-RAINBIRD XCV ---075 (3/4") LOW FLOW DRIP CONTROL VALVE ZONE KIT WITH¾" PRESSURE REGULATOR & FILTER. INSTALL IN BELOW GRADE RAINBIRD VB-10RNO ROUND VA.l...VE BOX RAINBIRO XFO ON-SURFACE ORI PLINE FLUSH POINT. INSTALL IN RAINBIRD SEB 7XB SUBTERRANEAN EMITTER BOX RAINB(RD XFD---09---12 -100 ON SURFACE DRIPLINE private patio PVC PLASTIC LATERAL LINE, CLASS 200; INSTALL 12" BELOW GRADE fil. I-·, ~. -~- ,0 QRIP IRRIGATION NOTES: 6' high block wall 1. CONTAACTOR SHM.L INSTAl.l. Ml. DRlP IRRIGATION EQUIPMENT PER AA!Nl!IRO RECOMMENO,,.,llONS. REFER TO RAiNBIRO WI;!! SITE FOR ll,IST.-.LJ.ATION INFORMATION {WNW 8>JNB18Q COM) FOR /IIODITIONAI. INFORMATION. CALL RAINBIRD TECHNICM:.SE:RVICE@ (I00)724-M2'7 2. FWNBIRD xr~ ON-5URFACE. DRIPLINE SHilJ..I. eE LOCATEU f. lNSTAU£0 IS' FROM !~DE w,µ. EDGES OF 'Z WIDE IRRIGATIOM TReNCH 10'-0" 3. REFER TO DRIP IRRIGATION DETAILS SHEET existing 6' high block wall e 1 42' high block wall 10'-0" ~------A' VAi-VF-INFORMATION 011'-TION NO, G,,>,.L... P!S=f'-Hf2.. (PP-If" Vr!.->,IF•4-1) IRRIGATION NOTES: 1. THIS DRAWING IS DIAGRAMMATIC. ALL IRRIGATION PIPE & EQUIPMENT SHOWN IN PAVED AREAS, SHALL BE LOCATED IN PLANTER AREAS AT ALL TIMES. 2. IRRIGATION DESIGN BASED ON A STATIC WATER PRESSURE OF 70 PSI AT THE WATER METER. 3. CONTRACTOR SHALL INSTALL PVC SLEEVING UNDER PAVED AREAS AS INDICATED ON PLAN. ALL CONTROLLER WIRE SHALL BE SLEEVED UNDER PAVED AREAS & IMPROVEMENTS. REFER TO SHEET< FOR SLEEVING DETAIL AND SHEET 5, SECTION 2, PARAGRAPH 3-D & PARAGRAPH 6-B 4. RAINBIRD 1800-SAM SERIES BODIES WITH A 'BUILT·IN-SEAL·A MATIC' (SAM) CHECK VALVE SHALL BE USED IN ALL LOW HEAD LOCATIONS WHERE THERE IS A DISCHARGE OF WATER, AFTER THE VALVE IS TURNED OFF, CREATING WATER RUNOFF & SOIL EROSION AROUND IRRIGATION HEAD 6. REFER TO SHEETS 4 & 5 FOR IRRIGATION DETAILS & SPECIFICATIONS 7. WATER METER INFORMATION: a) WATER METER USES POTABLE WATER b) CARLSBAD MUNICIPAL WATER DISTRICT REPORTS 110 PSI@ STREET b) AVAILABLE STATIC WATER PRESSURE: 70 PSI c) PEAK WATER DEMAND@ VALVE #3, 16 GALLONS PER MINUTE d) A 1" DIA. SERVICE LINE SHALL BE PROVIDED TO IRRIGATION WATER METER, PER SHEET 1 (SEE LEGEND) OF' OMS CONSULTANTS' CIVIL ENGINEERING PLANS 8. CONTRACTOR TO VERIFY THAT WATER PRESSURE@ WATER METER DOES NOT EXCEED 75 PSI. IF THIS IS THE CASE, CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT@ 714-538'6000 TO DETERMINE IF A PRESSURE REDUCER IS NECESSARY. IF A WATER PRESSURE REDUCER IS REQUIRED, CONTRACTOR SHALL INSTALL A WATTS SERIES 223· 31<" HIGH CAPACITY WATER PRESSURE REDUCING VALVE. SET VALVE TO 70 PSI. CONTRACTOR SHALL INSTALL VALVE TO MANUFACTURER'S RECOMMENDATIONS. GRAPHIC SCALE • Jerez Court -FACE OF WALl/BLD'GjC~Ul-11',1 _,,--SPREAD. ON WALL & / SECURE W/ANCHORS~Ylt-it?,i!E:i, (PER SPECS.) nl __,,-------REMOVE NURSERY ~ STAKE -SET ROOTBALL TIGHT TO FOOTING, REMOVE ANY EXCESS TRASH, CONC. AT PLANTING HOLE -FERT!UZER TASLET(S) SEE SPEC. BASIN 2X ROOTBALL -PLANTING BACKFILL · PUDDLE AND SETTLE TO SET PLANT AT FINISH GRADE NOTE: ALL PLANT ·BASINS SHALL RECEIVE A 2'' LAYER OF AP.PROVED MUL.:CH .. DIMENSION A NOTE: B C fil· " , PVC SLEEVES TO BE TWICE THE DIAMETER OF THE P!PE OR W\RE BUNDLE CARRIED. DETAIL ALSO FOR P!PE INSTALLED IN ROCK SOIL. BUNDLE WIRING AND WRAP WITH ELECTRJCA·_ TAPE AT T£N FOOT INTERVALS. ALL MAINLINE Plf>INC TO BE INSTALLED IN i\CCORDANCE WITH MANUFACTURERS INSTALLATIOtl SPECIFICATIONS. All PVC MAINLINE. PVC .l:AtERAL LINES, AND CONTROL WfRES SHALL BE SLEEVED BHOW ALL HARDSCAPE El~MENTS ·wnH ·scH 40 PVC, Z TIMES THE DIAMETER OF THE PIPE O.R WIRE 'BU/-!DLE. V:11TH!N. At.L, CV.F~BS_SHALL BE MARK°EO WITH A "SCORE" iAARK TO_ DESIGNAT[ S1...EEVE LOCATl()"t;;l, ... TYP.IGAL ... . ~-'------FINJSHED GRADE IN TURF AREAS Ill ~----PLA.STIC RECTANGULAR VALVE BOX WITH BOlJ DOWN COVER, USE STAIN:_,ss BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. use .ND<> ?-1:,. 13?f.1, i'<'UNO -,,..~ t:.:,,< --4-'-re_ VALVE, SEE LEGEND FOR SPECIFICATION 111L~ ~ FINISHED GRADE ~:I I l=I I I= IN SHRUB AREAS -111 Ill 111 111 -111 Ill =111= ]---PRESSURE SUPPLY LINE '-----:;➔=i"t:~~-tJL~-'Ci:::JJ"~t--DEPTH AS PER SPECS. "----PVC MALE ADAPTER PPORTS ~=.....,•===+:--=-' -r":::..::=:.:+=~=:..J L--------BRASS UNION NOTE: ----------BRASS NIPPLE c_ __________ LANDSCAPE FABRIC -------------3/4" ROCK, 3 CUBIC FT. stQlQN VIEW -N.T.S. PLAN VIEW -N.T S. SOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF "'°'Tic VALVE INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TD ACHIEVE PROPER VALVE INSTALLATION AT fMON LINE DEPTH. @EiATEVALVE NOTES, ~p OF ROOT CONTROL BARRIER MUST BE AT GRADE (NEVER BELOW GRADE). z. POSITION ROOT CONTROL BARRIER AS. CLOSE TO STRUCTURE AS POSSIBLE. 3. DURING CONSTRUCTION BARRIER CAN BE PLACED AGAINST INSIDE OF FORMS. 4. THE RAISED ROOT DEFLECTORS MUST BE FACING TOWARD THE TREE. 5. BARRIER TO EXTEND A MINIMUM OF 8" SELOW BOTTOM OF HARDSCAPE. 6. FOR MOST TREES 10-12 FEET OF BARRll:R WILL BE ADEQUATE. CURB . ' ROOT BARRIER ON CURB SIDE TO SE 24' DEEP .. ROOT BARRIER ON SIDEWALK SIDE TO BE 18" DEEP .. '••'°·~~~~ ~-------FlN!SHED GRADE IN TURF AREAS ~-----PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS SOLT NUT AND WASHER. LIii¢ i-,106 ~i:2 £:!,C,)!!,' F'<=Unt? V;,µ/~ eq: QUICK COUPLER KEY WITH MALE HOSE BIB ~ CONNECTION AS SHOWN. . I 11 II I~ 111 111 I _[11-111' 11111 i 1111 1· I I MIN. I I t 3 .. ~ ~ FINISHED GRADE ~=1_11=1 ii. . IN SHR~REAS l ITT ITT f,ff-tlil'/z.~ i 11 111 NOTE: -11.1-111 11=111= ------4J.---'------QUICK COUPLER VALVE SEE LEGEND FOR SPEC. BRICK SUPPORTS PRE-ASSEMBLED SWING JOINT WITH QN'E PIECE BRASS MIPT NIPPLE '----MAINLINE, SEE SPECS. ~---------#4 x 36" REBAR STAKES, 2 REQUIRED ~------------LANDSCAPE FABRIC L-------------3/4' ROCK, 2 CUSIC FT. SfCTION VIEW -N.T.S. USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. QUICK COUPLER KEY MUST CLEAR VALVE BOX. @) QUICK COUPLER NOTE: TOP OF ROOT BALL SHALL BE 2" ABOVE FINISH GRADE PLANT TASLETS----; (SEE SPECS.) BACKFILL MIX (SEE SPECS.) 2X ROOTBALL NOTE: ALL_ PLANT BASIN$ SHALL RE.CEIVE A 2" LAYER OF APPROVED MULCH. ' I FIN. GRADE AT SLOPE WHERE APPLICABLE TAPER 1 :1 MAX. CUT SLOPE AT PLANT PIT .----:-~ / ,, SLOPE FLAT AREAS FINISH GRADE PLANTING BACKFILL PUDDLE AND SETTLE TO SET PLANT AT FINISH GRADE ~-----LODGEPOLE PINE STAKE ,--------FINISHED GRADE !N TURF AREAS r------PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, ANO WASHER. SOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. ei?E ,-J 0'5 '-I 13 e,c.e, V,',Lv,c - SEE LEGEND FOR SPECS. VALVE ID TAGS -'-f--"',--PVC SCH 40 FEt.iAL:: ~L____J-L~ ADAPTER 1\-----"~--"-.,_8 RASS UN ION ! L PVC LATERAL LINE ~=~71,.1;:~ITT~~t+====~.::'=-=-=-=-=-BRICK SUPPORTS II[ PVC MAINUNE PIPE PER SPECS. '==:==t=:::!::ttJ:;:j;±L{~~~~~~~~~~-~---_-.:_-.:_-_-:__-BRASS NIPPLE TYP. LANDSCAPE FABRIC NOTE: L___ __________ 3/ 4" ROCK, 3 CUBIC FT c_ ______________ SCH 80 PVC NIPPLE LENGTH AS REQU!RED SECTION VIEW -N.T.S. INSTALL CONTROL VALVES A MINIMUM OF ONE FOOT APART IN SHRUB AREAS UNLESS OTHERWISE NOTED. NOTE, REMOTE CONTROL . VALVE ~-----------MOUNT ENCLOSURE AS PER MANUFACTURER'S RECOMMENDATION 0 0 ~ CONTRO_LLER, SEE LEGEND cc------,, / FOR SPEC I FICA !ION. 0 ,_----WALL MOUNTED ENCLOSURE IF SPECIFIED ---110 VOLT POWER SUPPLY IN J-BOX, BY OTHERS c-..----ON/OFF SWITCH FOR CONTROLLER AND GFCI OUTLET '-------ELECTRICAL CONDUIT (I") '---++--------TO RAIN SENSOR ON ROOF WIRE IN 1 /2" CONDUIT II"° ~f'\""7 1,-t 1.-1"6tftll?. 1---------LOW VOLTAGE WIRE IN PVC CONDUIT ( 3") 1---------TO EXTERIOR OF BUILDING TO CONTROL VALVES W/0 SPLICES ----BUILDING FLOOR BY OTHERS !---------PVC ELECTRICAL SWEEP INSTALL ENCLOSURE AS INDICATED BY CITY STAFF & MANUFACTURER'S RECOMMENDATION. ROUTE W1RES AND SLEEVE THROUGH WALL AS PER LANDSCAPE ARCHITECT'S RECOMMENDATION. -. al ei-010,C,~J "" r SHRUS ADAPTER SPRAY HEAD SEE LEGEND rOR SPECIFICATION f§~---------SCH 80 PVC NIPPLE, TWO REQUIRED LENGTHS AS REQUIRED 12" MINIMUM . . . · 1'-=ilil----------SPRING TYPE ANTI-DRAIN VALVE '.==i!.!:/--------REBAR STAKE, #4 X 30" L[NGTH ~ W/ TWO VANDAL-PROOF CLAMPS FINISHED GRADE =:111-111 111 111-111-iw [_Ill Ill · [Tl 1111 ':Ill Ill Ill Ill 111-111=: I Ill Ill Ill Ill !-~-UNDISTURBED SOIL =111 111 111 111 111 111= 1=111=111= =111=111=1 NOTE, ~--SCH 40 PVC THREADED COUPLING PRE-ASSEMBLED TRIPLE SWIN_G JOINT, PVC TYPE, WITH 0-RINGED JOINTS, MJPT INLET AND MIPT OUTLET LAY LENGTH TO BE 6" MINIMUM SIZ.E AS PER SPRINKLER OUTLET SCH 40 PVC SxSxT TEE FITTING · LATERAL x SPRINKLER INLET SIZE LATERAL LINE, SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED INSTALL SPRINKLER HEADS 12" FROM FENCES WALLS OR BUILDINGS. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAY TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR SUILDINGS. USE TEFLON TAPE ON ALL THREADED FITTINGS. SPRAY HEAD ON RISER <-+---f'P!':5SUl2!:': i"'Alfl ~1Ne r,P\fl~ ~---j~~r-C.Ot-iTf'OL-~I~ (j) PIPE TRENCHING DETAIL ~-------INSTALL SPRINKLER HEAD FLUSH WITH ' ~ ,-111-111- NOTE: FINISHED GRADE, IN TURF AREAS 1-----POP-UP SPRINKLER HEAD, SPRAY OR ROTOR SEE LEGEND FOR SPECIFICATION !, . ----INSTALL SPR1N.KLER HEAD 1/2'' 111 111-111:: ABOVE FINISHED GRADE IN SHRUB 111 111 I AND GROUND COVERS AREAS ! II I !I Ill= 111 111 I ---UNDISTURBED SOIL 111 I I 1,_J 11= =111=111=1 F PRE-ASSEMBLED TRIPLE SWING JOINT, PVC TYPE, W\TH O-RJNGED JOINTS, MlPT INLET AND· MlPT OUTLET LAY LENGTH TO BE 6" MINIMUM SIZE AS PER SPRINKLER OUTLET / SCH 40 PVC SxSxT TEE FITTING LATERAL x SPRINKLER \NLET SIZE LATERAL LINE, SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS. INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. INSTALL SPR\NKLER HEADS PLUMB. ADjUST SPRAYS Of\ NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FtNCES, WALLS OR BUILDINGS. USE TEFLON TAPE ON ALL THREADED FITTINGS. CD POP-UP SPRINKLER (4" & 6") ________________ FINISH GRADE ______________ CONC. PAD 4" THICK r---------R/P DEVICE SEE LEGEND FOR SPECIFICATION r------BRASS BA~L VALVE TYP ------------7 BRASS NIPPLES MIN. 4 TYP. I BRASS ELL, 4 REQUIRED I~ BACKFLOW ENCLOSURE PER LEGEND • I : PRESSURE REGULATOR IF SPECIFIED BRASS UNION, 2 REQUIRED .A--BRASS RISERS LENGTH AS REQ. '--~ PLASTIC f'.ECTANGULAR VAL-H •30X WITHOUT L!D, SET TOP FLUSH WlTH CONCRETE SURF ACE '------BRICK SUPPORTS ~-------LANDSCAPE FABRIC '----------3/4" ROCK, FILL TO f' OF TOP '----------------PVC MAINLINE 0.c.H 4-c>-ro~U~ SECTION VIEW -N.T.$ @ BACKFLOW PREVENTER FINISHED GRADE TURF AREA f.,;,---TREE TRUNK ~)I;/ ' , ,-4¥.i-'cu'lf< (T,pQi,,) /. . w.:i:.. ru~ ft>0T!l' e,lo.c.. ~~t' L-b~~iai 2";<10' ;,< 11o" ff;:z;,{e::>k?r-J SECTION -FINISH GRADE, GROUND COVER PLANTING AREAS ~ FACTORYCUTTHERMAL -~ EXPANSION SLIP JOINT -BEND-A-BOARD PLASTIC HEADER BOARD SEE. C. HARTFOR SIZES LlSI" ?->'-+ fOI'-~i-l'f IZllt-15 µ"-...¢ 1,..4 f'<'F-.:+J-5 PLASTICSTAKE@3' O.C. MAX USE PLATED DECK SCREWS FOR ATTACHMENT 01', f<l\'l61 ~ W>J'"" SEE CHART FOR MAX. C.~RC,clW-"N"L""EN,.,Gc,TH'------1 + -• I \ [ : . _, SEil CHART FOR MAX. CROWN HEIGHT. ELEVATION· CROWN DIMENSIONS BEND-AcBOARb CHART MAXIMUM MAXIMU~ RECOMMENOEO SLIP JOINT ACTUAL RADIUS CROWN GAP AT SLIP HAIRPIN SIZE IJIMENSIONS POSSIBLE POSSIBLE JOINT DIMENSIONS 1x4 3112" X 3/4" X 20' 24" 2x4 3 1/2" X 11/2' X 20' 36" 19'' /20' 16"/20' 1/4" -1/2" 3/4" ID x 13" 112" -314" 1112" IDX 13" PlAN SEE CHART FOR MAXIMUM RADIUS SEE~~,;==== z•CHART l FOR GAP rl 7 GA GALVANIZED STEEL HAIRPIN SEE CHARTFOR WIDTH SLIP JOINTDETAIL NOTES: 1. COLOR OPTIONS ~ROWN (STOCK ITEMI 2. INSTALLATION TIPS -USE COARSE WOOD WORKING TOOLS FOR CUTTING AND DRILLING. -USE PLATED SCREWS OR RING SHANK NAILS TO JOIN BOARDS. -ALLOWFOR THERMAL EXPANSION BY LEAVING GAPS IN THE SLIP JOINTS OR AT THE END OF THE RUN. -DO NOT SCREW THROUGH SLIP JOINT. ®~B=E=N~D~-A~-_-_B_O_)_\R_o_·_o_IT_AI_L#_1~oo ___ ~~~N~U~F~=T~U~RE=D~~~,E=P=IC~PLA~S~Tl~CS~,1=88=0~GA~R~DE=N~TRA=CT~R~D.~,R=IC=HM=O~ND~,C~A~94=80~1- PlASTIC HEADER BOARD -NOT TO SCALE PH# (510)235-9339-www.epicplastics.com = Cl I ~ I, L, -, I<.. "'\J '--' I l I I _, Ni II . I ll ,, ~ I., [ ll II TI ,, I' i .f ,-I. I I ( ,, " f/v ., • ; ii .,· . IX ;: f>k:01"-C::,,,.f'{,,._N c:o1..ol'9 ... '-'·· ; ~ '10: ·,·, I ' , " ~r'I ..I . . OWNER/DEVELOPER : TMS, JEREZ INVESTMENTS, LLC A CALIF'ORNIA CPRPORA TION 19196 SIERRA ISABELLE IRVINE, CA 92603 · Tony Sfreddo ph, 951..801..0888 LANDSCAPE ARCHITECT: ~ a re I a "AS BUil T" t.'.XP, -----DATE ----······ .. -- INSPECTOR DATE 1---............;;--I-----------.....+--+--+-.....+----!~lil CITY OF CARLSBAD jSHEEfsl +-----+--r---+---l!;;:L.:!:_J::;::;;:;;::;::::::::.;::::::;:::;::::;:::::;::::;;;;PLANNINQ::::D::::l~:::S::::'IO::::N:::::::::::::::::::::..::l::::::5:::::::::::1 -------------1--LAm!SCAPE !W"RO~ PLANS roll: -- -PLANTING & IRRIGATION-DETAn::-s-- LA COSTA VISTA 7500 JEREZ COURT 1~ GENERAL COlll)ITIOBS 1. 3. •• 5. •• 7, a. 9, 10. 11. 12. ffl'lP'JCATI~N: The CQntl"aCtor shall verify mee.aurement~ on th.e draW1Xl8• ore 6eg r.ni~ work~ In case of error or discrepancy in the drawing• oi-.s.p&c11'1catt·ona or in the work of others sffect$.ng hi:!! work, he shall notify the owner 1.mmed1etely. The Contractor shell be held l"$8ponaibl• fQr any daiu.ges or l•ae due to hl8 failure to observe these tnstruc- t:iqna. ~TERIALS r APPLIANCES .BXPLOYEES: The Contractor shall. provld,e and .,e.Y Or all material•, ia~oit, tooie end otQer lt•s neceesarf and inc~d~n- taf to completion or his work. All materi.a.ls 5hali be new, and both •orkmonship and materials shall be of first class ~uality. All workmen and sub-contr•ctol"e ahali be akille~ in t~•tr tr~de,~ and ad.equat•lJ in~ured r~ lia01lity, and ~i?enaed. All phases ot w0rk ah,all be oon- tinuou■ly directed by a cap&ble roreme.n. CODES: All work shall be in full compli•nce •1th all governing code• a.nd regulation~. P§Rl4IT.S A*D FEES: T·he Contrftctor aba.ll 11eo\U"e and. -~Y .t'or a11 required permit~ a7i fees to cO!ll.plete work. PROTECTION OP 'NORK., PRQPERTY AND PERSON: The CQl'_l.tractor shall adeqUf.te,ly protect the work, adj~cenE property, and the public and shall be reapon- aibl~ for any damage or inJur7 or ht• &ct, as required by condition■ ct permit. · ' INSPECTIONS: The Contractor shall ■r:t:"ange al~ neceisa~ry insl)ac.tion■ •11 required by the city or connty. OF MATER-IA NSHIP: The CoJ;itr._ctor aball ,guarante! as an w one year, e~copt plan~ ~terials (See Specifications -Guarantee). CHANGES IN THE WORK: The owner m•y order chAngel!I in the work, t;he Con- £r&c€ ~um being &djuated accordingly. All s~oh ordera, and ,djustments shall bs in writing. Claim.a by the OcntractOl" ror,extraa mast b~ IU.de in writing before executing the work lnvolved, and m~st be approved by the OW,,.er before proeeoding. GOR~ECTION OF THE NORK: The Contractor sha.11 re-execute any work•tbaU, f~ils to confo1"11l to the requirements of the contract~ ~O remedy any de- tects due to f•ulty ~aterials or w6rkmanahip ,ccording to t~e terms ~t the specirications. UNDERGROUND UTILITIES; The Contr&ctor ~~~ll be r~sponsib1e for v~rity1ne lac~tiona of all existing utilit~e.s,. ~nd fQr protection ot same. Dam- ages, resulting from h1.s wc:i-k or that or hi11 .su~oontrfctor:s, shall he re- stored to origine.l condition ~t their own e;,qiense. REfAIRS: In the absence of the contr&o~or, the Owner,reserves the right to ~ke any emer;gency rep4,irs req.uired ~<?r prote0tion of' 'the site, tlte work., or adjacent, improvement a. coats 'of such re1pairs to be bsek- ch&fged to the 'oon~~•Qtor. ~I.HER: Not'k shall &O cry results. PRE-UNOSCAPING CLEAI!-lJP:: c·1e•r and srubb all Jrlant1ng ar'~• pr1or-to all o€her landscape s!€a work~ ,, 2,!" IJUUGA.1'ION SP§CIFICATIONS 1. IN'l'ENTt A. Veritic.a.tion of Dimension.: All :scaled d1men:s.1.ons are apprc,.x!.m,-te. Before proceeding wlth any work, the Coptractor sh&ll earef~~ly cheek and verify a11 dimensiona.,._Spacing of s,prinklar heao.a and location or velves ,-nd vtt.cuum breaker& shall be as indicated on the drawing• ... Any davia~ion from the plans must ha.ve the approval of the Offner and the :C.ndsoape Architect. B. •lb;i:stin~ Grades and Structures: It is the responsibility of the Irri- gation on€r•ctor to famillarize himselr ~1th all grade dit'farenc•s, location or walls, etc. He shall coordina~o his work with the O.n•r- al C9ntraotor •nd other suboontrac~ora ror locating pipe sleeve■ tru"ough walls, under road~aya, paving, ~te. c. Revicnt 0:£ ~•i~•= .It f• .tha·Contractor1a•,r•a"PonatM11t,--to·, r■titl!• 1rriga1hon ra• ngs and no'te any area■ he 'oelievn addl.tionaJ. heads or valve■ are required prior to sul:ml.i tting bid. If no changes are •~bm1tted, the Contnotor ia responsible for full coverage of. the aprinkler sy•tem and to provide any additional equipment as neceaaary at th• Contractor' I! expen••• D. Clo•i~ in Uninalected Work: The Contractor aha,ll not •llow or cause any c -~hla~•ork o S. covered or enoloaed until 1t has been 1napect- 8d, teated, and appro~ed by authorized c1Cy or 0014Z1ty inspector■• B. Codea: All local, municipal an~ atate lawa, rulff ~ regulation gov- erning or relating to any portion of this work shall be pr•scribed to. MATERIALS: A. Kainl;ne Pie: All mainline preasure line fram point or connection to valve~ shal be aa prescribed by local code. B. Irri)atlon pige: Al1 irrigation pipe shall be Polyvinyl Chloride pipe {PVd. Ail PV pipe •nd fitting~ ahall be&r N.s.F. seal of approval, n,m, Qf manufactw8r, claas or acl,.edule and size. c .. Eiu:i.pment: trr1g•ti □n head!', valvea, clocka, etc_. shall be as speci- f ed on irrigPtion legend. D. Sleeves: Provide schedule 40 PVC .sleeves under •11 paving fo~ the pm-pose ot running irrigation pipes •and. control wire to aut~tio velvea. 3. -INSTAL,t;A.TION:: •• A.. Trencbe!I:: ,Tranche•· t'or .all :evG ,pipes shall be straight with bottoms 'CJ). ·uniform. alo~4!1• f];"'Ovide a mini.lnum cover of 12"' of earth for l•teral lines, and 18R of earth tor pressure lines. The botteffl of the trench s,~.U, b, smooth •nd f''t'>""e frQ1I1,.r.90ka betol"" ,pica i~ placed i~side:.11 : . .. B~ BA-ok£ill 'K&terial; Ba.okfill material .shall be free from large stones, lumpa, a~d other foreign material. a. poim of C-l.mna~t:l.on: WateP··B&:Fvic~-Cor-irt1igatioR-s~.iite11.. shall· be atuGbed at, *point or qonnectian" (P.O.C.). The Irrigation ContraCtor shall aasu:me all irrigation work from, point of connection to and ot irrigation system, D. sleeviPf: The Qontrector :shall be responsible for the installation of ·._11 irr gatlon pi.pe line's ehmm under paving and' other conatruotion ' features or the'project. Coordina.te wqrk with.the Owner or the Gen- er•l Contractor. · · · · ~ · · lll!STI~G: A. FlushiPf5.0! Linea: After all new sprinkler piping •nd ,riaer.s are in plade a~a Qonnect~d. and all necessary work ha~ been completed, ~nd prior to the installation·or aprin.kler heads, control valve3 shall l;>e, o~en,d apd ,a full. head of water used ,to flush out .systom~ After the ayatem i.s · t;.horoughly rlusQed, risers shall be canped ott, and the entire system pre1un.~e te8ted. - B. Pre.saure·Testt ~p~inkle:i-line shall be tented in place betOre-back-tliilng for.• period or not leas than l hour~ and shall show no leak-age or' •lo:,s of ~resaure. During the t.est period, minimum test pressw-e ,at highest he~d of 100 lQe. p.a.1. c. End or'Teat: At the conclusion of the test, the he~ds shall be i.ft; atalled ana.tested for operation in aceordanee with design requir~- ment• under normal operating preasure. AFIJUSTF.{G OF WATER SPRAY: The Irrigation.Contractor shell flush and ad-J~sb, ~prinklsr heads ror o~timum perrormance and to prevent over- s~ray unto walk• and buildings a.s muah as possible. Thia shall include seleeting the best degree of a,r.c to fit exi:,ting .site conditions. 6. .AUTCHATIC CONTROLLER: (If Appl1cabl8) A. Po'l!'er; 120 volt electrical power outlet to controller shall be .provi-:aecrDy others.,Irrlgation oontreptor shall be reaponsible for making hook-up from outlet to controller. The Irrigation Contractor shall notify the Job Superihtendent wh6re ahd when the po•er will be needed T,hls should be dorie as soon !'IS the Irrigation Contractor is on the • Job and rollowed up until the powe~ 18 on. B. Oontl'ol Wire: All wire from cont;roller to electric control ;,,,lv.u shill be O.~. #14-600 volt di:i-ec~ buri•l• Use black £or Pilot. white for comi;non. Provide an ax~an~ion curl at each wire connectidn arid &t least every 100 f't. Bund,le and tape ·dre together every 12 feet. In'- ';!tall in c?Ili11on tr~nch with m•inli?;lr> nine ·nhenever possible. - ,c; W;l.re Connectionit; Wire. connections ,eh.all be pde with "ScotchMLok" '•n1rie conhec€ar saaling packs #3576 or approved equal. D., C';'des; All elec:rir1cal work :shall com.ply with &pplicab~e codn. 3. :r..ANDSCAPj SFj.CIFICA'UCNS l. FINE !l!l~ING: A• Th\!I pontractor will receive the site in e rough gr1t.ded condition at +or• two ten~hs or a foot. It shall be th• responsibility of the Co~t~aotor to balance the soil and grade to a smooth surface without low spots for water to sta_nd. All g:rading shall meet state and lo,;.al code a. B. e or Soil Conditions: Sho~ld sub-aurf~ee dr1t.insge or so ans oe encountere 'II' ie would be detriro~ntal to growth o~ aurvival or plant material, the Contractor shall notify the Owner in wr1ting, stating the cor-dltions and s~bmitting a proposal covering coet of correction. Ir the Con~raotor fails to notify the Owner of such condition■, he ~hall be responsible tor plant m8terial under the guar-· .antee clause of the speci.fic&tion. 2. SOIL TESTS: The ContrLCtOt" sh,a.11 provide the Owner with .agriculturel soil testa fro~ .an a~proved .soil and pl&nt laboratory 1r required b1 the awner Th• CHt •£ the UH.teat a~111ll be included. 1ri th• h.ndscape bid. • ~-SOIL PREPA.RATIONi •• A. Existins Soil: Use exiatlng soil round on the aite, with exception or mounding material, 'Which ii to be imported and shall 'oe a :iandy loam soil, fl-ee of weeds and noxious mater:l.a,le. B. Rotctilling: Prior to soil conditioning, all planting 8reaa shall be rototilled to a depth or ·_&" in order to break. up com~cted soil. G Soil Conditioning: Soil shall be emended by ineorporating the ir.g eoud it; 1 ontr s: s. of 10-10-5 comro.erc1~1 fertilizer per 1000 sq. ft. Soil prep and PJ.8nt1ng are1i1s, 611 ot 11011. The er the.n 4 to 1, fertilizer 3hall be including mounds, and rototilled ~bove aoil prepePation shall not unless noted otherwise on pl«nS. spreed evenly over thoroughly into top apply to alopes steep- PLANTING, INSTALLATION! A• Lo.c..,tion of Plsnts: All plant1n~ locat:lons shown on the Planting Pian are ~pproxime.te. Final loe&tion of stu-uba ~nd treas to be de- termined by the Contractor in th$ field. B. Condition of Pl•nt:s: AU plant ma~erial shall b~ health7, s~pely, well rooted, and free from inaect•• All plants not conforming to these stAnduds shall be removed r~om the ~ite and replaced with ~uit- eble plants. Pl.Ants s1-ll not be allowed to dry out before or while being planted. Keep expoaed roots moist and protected from the sun &nd <ll'ying wi~da. C. Planting Time: No ~!anting ahall ta.ke place during extremel7 hot ,dry, windy, or freezing we•ther. ' D. Sha!e and Size.or Planta: Plant m•terial shall Ce s,:mmetrical, t1])-Ioa for v~riety~an4 species. ~nd ehall,~on.rorm to mea:surementa sp~c- if.'led in the plant 11st. ' · . E. Substitutions; Substitutions will be permitted only a.s indicated or If proot la .substituted that an1 plant specified is not avail&bl! • proposal will ~e constdered ror the ua~ of the nearest equi~alent size or variety w1th an equitable adjustment or the contract price. F. Qua.ntitiea; Quantitiea given in tha plant list on the dra~ings are 1 or £6.e eon•enienC• ot the Contractor only. Q.uantities ahown ahall be rurni:shed and installed aa ahown. G. Placina Plant•: PlaJ).t hole a1ze. ahown .on. oon■tru,ction .-detall ·,ahe•;.. Fifi each plant hole with ••t•r b■tore pl.anting. Baeld'ill bottom or p1t and tttmp firml.7. Set plant■, in center ot pit •o tbat tb.e crown or th• plant i• approxtmate1y 1~ abo~• flnlah gnd•• ?111 pit with soil and tamp arown of plant down to appro~1mttely 1/2~ above t1n1:sh srade. H. Backfill~ Back.till !'or •11 ahrub and tree 'planting pttB ah.All be 2/3 existing site soil and 1/3 .~eil .ll.i;i\tiU .. bag ameadmanta~IN f."Y'"f/'ft1 ~.C.1. I. Water Basin: Conatruot a tempo~arY basin above finish gr•de, forming a. watering ba.sin •l&rger than the·.orig1,na1,. root ball. Remove basin after watering plants several times. When pJ..ant1ng on alopee or when trees are being wi.tered with an irrigation Oubbler, do not remove basin. J • peep 'Hater'~ng: After planting, water :sh~ll t;ie appl19d to each tree and shrub. y mean.a q£ a hoH, until material'about :t:'OOt h OC9plete-JY aaturated rrom the bottOl'll ot the nolo to the top ot the ground. K~ D1.str1bution: No more plants shall b~ distributed about the landscape a.raa €bin cin be planted ~nd watered on the same day. L. Ground Cover; Pla.nt1ng ar8e.~ :rfecieving ground co:.;er sh&ll be moisten- ed prior €0 pl4Lllting •. No flat material tO be ~lanted in dry soil~ Plan~i,, shl!ll be planted in a staggard ap.eing, with soil tamped firm- ly. Ue.ter with 1t. ~!sting spray I:ctmedie.tely after plo.nting, to pro- vide pene~ration to the root sy~t~m. •• Fertilizer Tablet,s: Plant tablets s~ll be placed 4.;,5P d••:P inte piaiil:i pit and about 2" trom root ttps. Do not place pilla in the bot- l;_Olll. ot: the hole. Use AGRIFORlr pUnting tabl9ts at the following ratio; One -5 gram per ground cover flat plant Tll'o -21 gram p'er l ga.ll·on plant Three -21 Brem per 5 gallon plant ·s1..~ -21 gram per 15 gallon plant Two -21 gram per eacll 211 box .size l,. Refi,,r ta soil pre.peratlon (pe.ragre.ph no. 3) for lnstru.etiona on soil prtpe~at1on ot sod s.reas. 2. Sod area,prior to plantinp;,shall be rolled lightly and watered to a depth ot 6" the~day prior to planting. rr any atr p9eket• are found, the area :should be regrade4 as nece,sary. tightly .._ter the area to be ple.ntad just prior-to ple.nting. ~. So4 shall be laid in a .staggard pattern, tight joints and in the SllIII$ direction each time. On all slopes sod shall be installed frdm the b-ottom• up, and the newly laid sod shoul.d be protected 1:Y Walking on board11 a! the installer movea upward • • 4. UpOJl·install&tion ot • si~eable portion of sQd it ahould be immed- iately watered. On h0t de.ye this 1a approximstely 30 minutea after laying. 5. s. CLEA.N-B'P: A. Gene~e.l Cle1t.n ~p~ Arter ~11 installation ope~at!ons have been comple-te&, remove ail tr11.sh, excess soil, e'mpty plant container:s and rubbish trom the property. Al1 sc&r~, rut& or other marks in the area caused by this wqrk shall be repaired ~nd the groWld lef't 1n a ne·at and or- derly conditio~ tlu"oughout the site. Tho Contractor .shall plck up all tra.sh resulting rran this work. B. Topeoil: E.xc•s11 topsoil shall be rsmo•ed from the site. OOARAN'?'BE: •• flan\; ·•■terb.J.t 1.All ,!bJtIW• ,and ~ound co,ver will be anar■ntae~ •~b •• Efve and .grow tor a period of 60 days after a~ceptanoe or maintenanee. Al1 trees will ba guarante~d for a perfod ot 1 year. B. Replacement: Any material that r•~l~ to grow tm-ough the mallltenance period will be replaced by the Contractor at no cost to the Owner. FlNAL CONSTRUCTION INSPECTION: Ylhen all landscape improvements have been 1natal1ed in accordance with the plans and specifications, the Contrac- tor sha.11 notity the Owner and reque8t a ttfiMl constructionw i~spection. Ir the owner determines the work to be substantially complete and in con- tormanoe w1th plans and apecit1eatione, the Contractor will ~e aiiviaed that the basic maintenance period 1a started. MAINTENANCE: A. Atter tho tirlf,l construction inspection hae been made ~nd passed, all landscaped areaa will be maintained far a per1o~ ot 60 days. ~eep areaa clean, weed tree, trimmed, watered, lawns ~o~9d, pest-and di- sease t~es, and all other work necessary for healthy, vigorous growth and ele•n e.ppOarance. B. At the end ot 30 days and 60 d_ays, all planted al'fta:11 shall receive an application of ammonium sulfate, a,nt,ly:si_= l6-2Q-O, ap'plied llt the rate of 5 lba. per 1000 s~ •. rt. W•ter i.olmed~ateiy after appli~ation. o. At the end of the maintenance ~~riod e r1ria1 m■inten~noe in~pection shall be made. If the wo:i-k is satis.factory. the b11,sic m■intens.nce ,period 1'1,jl end. If the work b uns•t1stactory, the basic malntenance per'iod will continue at no addi.ttonal expen~e to the owner, µntil the wo:i-k haa been canpletod, inspected and approved by the OWner.,;. I I