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DWG 434-9M; CT 03-06; ZEPHYR COURT SUBDIVISION; 01-33
I r APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS COURT SUBDIVISION SHEET INDEX SHT SHEET DESCRIPTION 1 LANDSCAPE TITLE SHEET 2-4 LANDSCAPE CONSTRUCTION PLAN DAVIDSON Lots Car~ l sb th ad COMMUNITlf;:S ru 1 6 CA Zephy 92011 r C our t LANDSCAP~ IMPROVlt;M~NT PLANS GEN ~RAL NOTES Tho following 9eneral note1 are provided by tho Land1cape Architect to glvo direction• to the controctor, The City of Carlabod • Planning 111lgnature on theu pion, doe, not ccn,tltute approval of any of theut note, end the City will nol be nupon1iblo for their enforcfJment, l, Tho Controctor ,hall verify With the Owner', repra~ontatlva that plon5 are current and approved, 2. Work ,hall be In accordance with the requrremenh of The City of Corlabod, 3, The~e plan, aro based on architecture pion, by EBTA Archltech. 4. Theqe plan111 are ba1.ed on grading plan, by i=ulicoe f.nglnoorlng. 5. ThQ50 plan, orQ bo1od on improvemont plan, by Fuscae E::;nglneerlng. 6, The engineering 1o!lti report Is a part of tho110 con11lructlon documents, 7. The Contractor ,hell comply with the report', recommendotion1 01 they relate to hi, work. 8, The Contractor 11hall obtotn all necenory and rl!:lqu!re:d permlh and pay all rolated fees and/or taxeti required to in~tall tho Work on lha,a plans. 9, Tho Contractor shell be appropriately licen!lod as required by lhe ,tole In which the work tokes place, 10. A ,operate plumbing permit end ln,pecllon Will be roqulrod from tho Building ln,pectlon Dopl. for the ln:itallat!on of Irrigation ~y1tam1111hown on tho!le plans. 11. The Contractor 11hall notify the owner', repre,antotlYe prior to bog Inning the work and ,hall be re,ponalble for coordinotlng with tho Ownor1 Lcnd1copa Architect, 9oyernin9 agencies and other trade,. 12, The Controc!ar 1holl notify tho Landacapo Architect lmmodlatoly of any orror!I, omls!llons or dl.screpancle, In oxl,ting condilianti or within the p[on1 prior to boglnnln9 the work. 13. Unit price, for ell Improvement, ,hell be oalobll,hed 01 a purl of the contract with the projod Owner and prior to beginning work, to qccommodato additlon1 and/or delotlon1 of mat&rkd and labor, 14, D!ltermlnotlan of ._t.qual" 1ubstitulian, 1holl be made only by the Landscape Archltoct. 15, Th" Land11cope Architect ~hall be notified no le~s than 48 houri !n odvanco of any site ob,ervatlon11 or meetrngi,, 16. Site ob1&rvotlom. by th& Landr;;capo Architect during any pha10 of thi~ project doo1 not relieve tho Contrado~ of hi1 primary re1pon1!blllty to perform oil work in accordance with the plan!!, ,peclflcallon1 ond governing code 11, 17. Sita ob,orvatian moaltngs !!hall tncludo1 o, Pra-~con~lructlon meeting b, Review of hordaccpe 1amphu c, Fino! grading d, Layout of hord1cope alemenh o, Seloctlon of plant motorlof.s f. Irrigation g. Plonllng h. Approval to begin eotobll,hmonl period I. Acceptance of 01tabll,hmenl period Nolei ·Landlcape" !!hall refer to a!l lmprovemenl!'t within thla ••\ of documents that hove bean de.signed by this office. 18. Contractor ,hall be backchorged far Land!lcope Archttect's tlmo when ob.,arvatlon1 ore called far and it', found tho! the Work I, no\ s!gnlflcontly reedy upon obsorvot!on at the appointment 15 not kept. Time will be charged on an hourly bo:si!I, plu5 tronsportotlon, food and lodg!n9 co,t,, at the current hourly rate for tha peraonnol provrdlng the ob$ervatlon$. 19. Thl1 firm does not prcictlc:o or con1ult In the field of sofoty englnaerlng. This firm doo1 not direct the Contractor', oporat!on, and Is not ra.spc;rn1lblo for the 1ofe:ty of per1onnol other than our own on 1ite. The .safety of other. 11 the respon1!bil!ty of tho Contractor, Tha Contractor 11hould notify the OWner lf he or she con1fdar5 any of the rocommended action& prosentod her•ln to be umofe. 20, All land,coped area will ba prlva\oly molntolned, 21. A separate gradln9 p1,rmlt w!I! be required for all hordacape improvemonts.1-lord_,cape lmprovomonh oro not port of thl1 permit. 22. A ,eporate permit will be required for all project ,l9na9e and monumenh unde-r the Clty of Carhbad slgnoge review proce3s. 23. A:eferonco Documenh1 Unh,-°'" atherWI-Hl noted or :,poclflod, the Work 1hall bo don-a in accordonco with the following reference docum"nh, which ore on f[lo In lho office of tho City Clink or office of the ,tote Architect, a, •standard Speclflcatlon!I for Public Work~ Con•trvdlon", b. 2012 Edition c, City of Corl,bod Standard, d, 'Americana with Disobllitlo, Act' e, Title 24 Hondlcoppad Code 8&fore excavation, vorlfy the loc::ctton of underground utllrtle~. Dlgolerl (underground ,ervlce, alert) 811 or 800·227-2600 Il "'\ ,·u i ~· C!a'•l ~~-~ ,,-.,-it:~ DIAL TOLL FREE 1-800-422-4133 AT LEAST TV/0 DAYS BEFORE YOU DIG PROJECT DIRECTORY Client/Owner: DAVIDSON COMMUNITIES 1302 Camino dol Mor Gel Mor, CA 92014 Contact Tim O'Grody (858) 295-8500 Landscape Architect INTEGRATION DESIGN STUDIO :835 Aven!do Encinas, Suite 121 Corl,bod, CA 92006-4430 Contee~ Glen Brouwer (760) 602-0144 Civil Engineer FUSCOE ENGINEERING, INC. 6930 Greenwich Drive San Diego, CA 92122 C,ntocl, Grog Long (856) 544-1500 Irrigation Consultant VELOCITY IRRIGATION Contact, Rick Dortch (951) 351-4004 Architect EBTA ARCHITECTS 17871 Mitchell North, Suite 180 Irvine, CA 92614 Contaet, Stuart Jackson (949) 955-3282 VICINITY MAP. PACIFIC OCEAN CITY OF OCEANSIDE HIGHY/AY 78 CITY OF ENCINITAS NOT TO SCALE CITY OF VISTA F.-1.t,-~ • (.,,.,,,....,a LANDSCAPE ARCHITECTS 5835 Avenido Encinas, Suite 121 Carlsbad, CA 92008.4430 760,602.0144 760,602.0388 LOCATION MAP I• fl•~-:,,,111 v; ''-" ,,~ L,dl-,,.-, p,. .. -... .,.1 ~--: ;, 1 t•~·L, ':•,111 O<Ut<h ,\ 1• ·" 1o.-1. [ll J.01, ., i ' 1.i.,1,,,-1 ,;,,,~m,1..t,.-', •:.'~•(!L PROJECT SITE KEY MAP SEE SHEeTS LC-3, Ll-3, LTP•J, & LSP-3 !& 27, 31, 33 LC-1, ll-1, LTP-1, e, LSP-1 & 26, 30, 32 SEE SHEElS LC-2, ll-2, LTP·2, & LSP-2 21'i 5-7 LANDSCAPE CONSTRUCTION DETAILS 8 LANDSCAPE CONSTRUCTION SPECIFICATIONS 9-11 LANDSCAPE IRRIGATION PLAN 12-16 LANDSCAPE IRRIGATION DETAILS 17 LANDSCAPE IRRIGATION SPECIFICATIONS 18-20 LANDSCAPE TREE PLAN 21-23 LANDSCAPE SHRUB PLAN 24 LANDSCAPE PLANTING NOTES&-PLANTING DETAILS 25 LANDSCAPE PLANTING SPECIFICATIONS 26-27 REVISED LANDSCAPE CONSTRUCTION PLAN 28-29 CONSTRUCTION DETAILS 30-31 REVISED IRRIGATION PLAN 32-33 REVISED PLANTING PLAN DI;CLARATION 01= RI;SPONSIBLI; CHARGb: I HEREBY DE:CLARE THAT I AM THE LANDSCAPE ARCHITE:CT OF WORK FOP. THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHAP.GE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE ANDTHATTHE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES IS CONFINED TO A RlaVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. INTEGRATION DESIGN STUDIO, INC. 5835 AVENIDA ENCINAS,SUITE 121 CARLSBAD, CA 92006-4430 (760)602.0144 CARLA N0.3465 EXPIRATION, 30 Nov2015 WATI;R I;!=!=ICl~NT LANDSCAPE DI;ClARATION: I AM FAMILIAR WITH THE REc;>UIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL&. WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. G CARLAN0.3465 EXPIRATION, 30Nov2015 (760) 602.0144 BACK!=LOW PRE;VENTER TESTING: ALL IP.P.IGATION BACKFLOW PREYENTERS SHALL BE TESTED 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'. APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT, HTTP,/ /WWW.CAP.LSBADCA,GOV /SEP.VICES/DEPARTMENTS/WATER/DOCUMENTS/ RECYCLEDWATERBACKFLOWTESTERLIST.PDF FOR RECYCU,D OR HTTP,//WWW.CARLSBADCA.GOV/SERV!CES/DEPARTMENTS/WATER/DOCUMENTS/ WATERBACKFLOWTESTERLIST.PDF FOR POTABLE OR CALL (76D) 438-2722. INSPECTION PROCEDURES: INSPECTION PROCEDURES, INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF WORK, OR I-11S DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHtDULE OF REQUIRED INSPECTIONS AND REc;>U!RED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEGN COMPLITED BY SUBMITTING THE"CERTIFICATION OF COMPLETION" FOAM. A REc;>UEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION RE;QUEST LINE:. 'CERTIFICATION OF COMPLITION' FORM FAX TO, (760)244-8943. LANDSCAPE INSPECTION REQUEST PHON~ LINE, (760) 602-4602. PRIOR TO Bt;GINNING LANDSCAPE WORK, THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE DESIGNER OF WORK SHALL REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCReEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES (ABOVt & BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. A SEPARATE CITY REVIEW AND APPROVAL IS REc;>UIRED FOR ANY PORTIONS OF THESE PLANS REc;>UIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY. TITLE REVIEWED BY: INSPECTOR "AS BU IL T" EXP. DATE DATE II Jon 13 kk Firat Submittal osc 22 Mor13 kk Socond Submlltol 05Mo,14 kk Third Submittal 23 Apr!4 kk Fourth Submittal 1-------,---r~-+----~------+----+------t--+---l l'---S=H~=·ET=-1-'===IT=Y==O=F===A=R=L===B=A=D='-'=I =='·=;I ~ PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR, ,-\ "' 05 Mo114 kk Final Approved -0 ..., --< 1-05-15 1 REV TO ENTRY l•Z~-1', I"'~ ZEPHYR COURT SUBDIVISION o developmeni by DAVIDSON COMMl!NITIES APPROVED: /'ti 4-ldl..oit PLANNING Projecl,_,_,,_,.,._,~, ... _,._.,.,_, 13,065 Scele, .... ,-.. , .................... _, __ .,~ ..... . DA TE INITIAL REVISION DESCRIPTION D N BY: PROJECT NO. DATE INITIAL DATE !NlllAL CHKD BY: CT 03-06 DRAWING NO. 434-9M www.l NT!;G RA T!ON-D f:S IG N.com UNDERGROUND SERVlCE ALERf OF SOUTHERN CALIFORNIA ~;;;;;:::~:;,ii~mii=-7;-icn;;;:-;;is;;':;;;;:i,c',,~:;:;;:--;;7,-;,7,;;;-;--------------------------------------------------------------------------------------------------------------------------------------------...l~ C: \UR/\'tl!NG FJLES\TITLE: SHEETS\CL•.:m-lP.OWG f{E\1SED: 5/15/2012 OESiGN[R OF Y/ORK OTHER APPROVAL CITY APPROVAL RVWD BY: t I ( J (J ,, ~ ,.- v, :.( l VJ :L [; .: ~: ), ~•~·--;,!: /i-J-.5~'~Sl~O~P~E~ . ;--:--, I ~SEMENT -•~., \ ~ ___,..,,.,. c-r c.. rn l --11~~ I -~~ ~ffi :1 -t . ) ;• --ALLOW A MINIMUM OF 24' BETWEEN 'V' DITCH AND BACK OF WALL SEE NEW SHEET26 FOR LIMIT O~ WORK <= c::..;> => => =::: ~------7 REVISION TO THIS AREA I :1 -. • , ,, cl I I I I I I I •~ I ·'-, I ' I '· ' --, ' FFE • 376,17 GF•375.50 PAD •375.50 14 l N I u _J I- L.lJ LlJ :I VJ LlJ UJ VJ UJ z _J :I u I- <( ~ 1 INTEGRATION 11 Jon 13 kk ~I\OSGAP(; 22 Moil3 kk <:> \. -1,,,_ 05 Mcr14 kk 4;g?;?1;t1 iiriiifiiiJ J?¼ ,,,,'-"~~ ii ;I)' • ;' ~ '<\~ q ~ 23 Apr 14 kk DE::SIGN STUDIO ~ _j' . ,~ "'.. r\1 05 Mor 14 kk --. <cl (') _, .... ,1~n11uc1 1-05-15 30Nov15 LANDSCAPE ARCHITECTS ~,,.,I dat, * ~ oor1x 14 5835 Avenida Encinas, Suite 121 o' ;jl ' +.....,_"'; -1 I"(; ~o'<' Carlsbad, CA 92008.4430 OF Cl-,\.1 t 760.602.0144 f 760,602.0388 Project., ......................................... 13.065 DAlE INITIAL ,r1ridNTEGRATION-DESIGN,corn Scale .......... , ....................................... t' .. 20' DESIG,ER OF Y/ORK CONSTRUCTION LEiGEND SYMBOL Cl CP £Q PA POB PT R •(y -, DESCRIPTION CENTERLIN£ C£NTER POINT EQUAL PLANTING AR£A POINT OF B£GINNING POINT OF TANGENCY RADIUS ALIGN WITH ADJACENT SURFACE ALIGN PERPENDICULAR EXPANSION JOINT £XPANSION JOINT W/ SEALANT SCOR£ JOINT NOT£, All DIMENSIONS TO WALLS AR• FROM FAG£ OF WALL UNLESS OTHERWISE NOTED . NOTES SYMBOL DESCRIPTION [iJ CONCRHE PAVING-SE£ DETAIL A/ SHEET LC•4 m SIDeWALK-SEE STREIT IMPROVEMENT PLANS I}] FRONT STOOP. SEE DETAILS A THRU C AND E THRU H/ SHEHLC-6 m EXPANSION JOINT -SEE DETAIL D/ SHEET LC·4 [§] EXPANSION JOINT@ VERTICAL SURFACE -SEE DETAIL C/ SHEET LC-4 !II CONCRETE MOW CURB -SEE DETAIL E/ SHEET LC-4 w SLUMP BLOCK WALL -SEE DETAIL G/ SHEET LC-4 m PILASTER -SEE DETAIL F/ SHEET LC-4 w RETAINING WALL-SEE DETAIL H/ SHEET LC-4 @] WOOD F£NCE • S£E DETAIL B/ SHEET LC-5 [ill WOOD FENCE ON RETAINING WALL· SEE DETAILJ/ SHEET LC•5 [ill WOOD GATE -SEE DETAIL C/ SHEET LC•5 @:I TUBULAR STEEL FENCE-SEE DETAIL H/ SHEET LC-5 (g] TUBULAR STEEL GATE -SEE DH AIL G/ SHEET LC-5 [ill ACCESS ROAD PIPE GATE· SEE DETAIL F/ SHEET LC-5 ~ EXISTING TUBULAR STEEL FENCE (TO REMAIN) Im EXISTING BIO•FENCE (TO REMAIN) @ EXISTING WALL (TO REMAIN) [ill EXISTING V-DITCH (TO REMAIN) ~ EXISTING CURB AND GUTT.R (TO REMAIN) ffil UTILITIES· SEE IMPROVEMENT PLANS § EXISTING ACCESS ROAD (TO REMAIN) § ENTRY WALL-SEE DETAIL J/SHEET LC-4 ~ ENTRY PILASTER-SEE DETAIL I/SHEET LC-4 § LOW PILASTER-SEE DETAIL D/SHEIT LC-5 FINISH SCHEDULE DRIVi,WAY-NATURAL GRAY CONCRETE W/ A GRAC£ PRODUCTS 'TOP CASr NO. 5 FINISH. SCORE JOINTS AS SHOWN. EB 0 10 20 40 Flr,l Submittal Socond Submittal Third Submittal Fourth Submlltol A Final Approved /1 '\ REV TO ENTRY l·~K" f-"tlc_ DATE INITIAL DATE INITIAL REVISION DESCRIPTION ornrn APPROVAL CITY APPROVAL APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS S\;E SHEETS LC-1, ll-1, LTP-1, &. LSP-1 SEE SH\;ITS SEE SHEETS LC-3, ll-3, L TP-3, &. LSP-3 KEiVMAP LC-2, ll-2, LTP-2, & LSP-2 NTS "AS BUil T" TITLE EXP. DATE REVIEWED BY: INSPECTOR DATE I SH~ET I CITY OF CARL~BAD SHEETS ; ' .. , i33 PLANNING DIVISION ' - LANDSCAPE; IMPROVfM£NT PLANS FOA, ZE;PHYR COURT SUBDIVISION a d11yelopm1amt by DAVIDSON COMMUNITIES Londsr::apa Con1t.rvcllon Plan I APPROVED: J1.z.{( \ S· ~-l"-1 --1 LT' t;;\~..oit PLANNING DWN BY: PROJECT NO. DRAVnNG NO. CHJ<O BY: CT 03-06 434-9M RV'//D BY: '7 u L---------,-------,--------:,-,,,,~-,--------------------------------------------------------------------------------------------------------------------------------' C: \llENI/IMG FlLES\TnLE SHEErS\CLSB-IP.D'!/G l~EVlS:-:::0: 5/15/2012 , ., ' L 9 ----- ,- I u _J f-w w I V) w \1"1"=='1"=1 @· ~il 1~ 1:x\ d I~ r I : ~i rl-, ~ -- w V) . r I= w z -_J I u f-<( ~ >- 17f---B :::s::: a 0 3: LJ.. 0 !:: ~ _J INTEGRATION iiiitj 4]ff(:~~ti~ ~~a \ ·1' . , !,' •• ·' ' DI:;SIGN STUDIO LANDSCAPE ARCHITECTS 5835 Avenido E;ncinas, Suite 121 Carlsbad, CA 92008.4430 \ 760,602.0144 f 760.602.0366 11 Jan 13 kk i-11osc1,p., 22Ma, J:l kk <) \. ,f,?, 05 Ma14 kk ~~&~ •• ~ ~,. r ~ 23 Apil4 kk ... \.. fc, ~ "' ., ~ ,. ,,,.,~ ~ $:-05 Mor 14 kk ~ -\ SI~ \IHt 30 Nov 15 r,noral da!~ * 1<. OSJ~ay 14 o'/' il\l ~"': -1 t o'<-., OF CA\.l<i Projecl ... """'"" .. , .... ,., .. , ..... ,.,.,, ...... , 1,3,065 DAlE INITIAL CONSTRUCTION LEGE;.ND SYMBOL DESCRIPTION CL CENTERLINE CP CENTER POINT EQ EQUAL PA PLANTING AREA POB POINT OF BEGINNING PT POINT OF TANGeNCY R RADIUS rv ALIGN WITH ADJACENT SURFACE 7 ALIGN PERPENDICULAR ------EXPANSION JOINT ----EXPANSION JOINT W/ SEALANT SCORE JOINT NOTE, ALL DIMENSIONS TO WALLS ARE FROM FACE OF WALL UNLESS OTH~RWISE NOTED. NOTE;.S SYMBOL [I] ill 11] Q] [§] 0 m [fil m [!2l ill] @] @l ~ ~ [El [ill [jfil ~ ~ @l !Bl § ~ 13m DESCRIPTION CONCRETe PAYING· SEE DETAIL A/ SHEET LC-4 SIDEWALK· SEE STREET IMPROVEMENT PLANS FRONT STOOP-SEE DETAILS A THRU C AND E THRU H/ SHEET LC-6 EXPANSION JOINT. SEE DeT All D/ SHEeT LC-4 EXPANSION JOINT@ VERTICAL SURFACE· SEE DETAIL Cf SHEET LC-4 CONCRETE MOW CURB -SEE DETAIL E/ SHEET LC-4 SLUMP BLOCK WALL-SEE DETAILG/ SHEET 1.C-4 PILASTER· SEE DETAIL F/ SHEET LC-4 ReTAINING WALL· SEE DITAIL H/ SHEET LC-4 WOOD FENCE· SEE DETAIL B/ SHEET LC-5 WOOD FENCE ON RETAINING WALL-SEE DETAILJ/ SHEET LC-5 WOOD GATE-SEE DETAILC/ SHEET LC-5 TUBULAR SHEl FENCE -SEE Q!;TAIL H/ SHEET LC-5 TUBULAR SH El GATE· SEE DETAIL G/ SHEU LC-5 ACCESS ROAD PIPE GATE· SEE DETAIL F/ SHEET LC-5 EXISTING TUBULAR STEEL FENCE (TO REMAIN) EXISTING BIO-FENCE (TO REMAIN) EXISTING WALL (TO REMAIN) EXISTING Y-DITCH (TO REMAIN) EXISTING CURB AND GUTTER (TO REMAIN) UTILITIES -SEE IMPROVEMENT PLANS EXISTING ACCESS ROAD (TO REMAIN) ENTRY WALL· SEE DETAILJ/SHEET LC-4 ENTRY PILASH:R • SEE DETAIL I/SHEET LC-4 LOW PILASTER-SEE DETAIL D/SHEET LC-5 !=INISH SCHEDULE @ DRIYEV/AY-NATURAL GRAY CONCRETE W/ A GRACE PRODUCTS 'TOP CAST N0.5 FINISH. SCORE JOINTS AS SHOWN. ' rn 0 10 20 40 First Submittal Socond Submittal Third Submittal Fourth Submittal Final Approved 0A1E JN,ITIAL DA1E IN.ITIAL APPROVE;.D !=OR PLANTING AND IRRIGATION ONLY, INCLUDING PRE;.CISE;. LOCATION 01= PLANTING AREAS SEE SHEETS LC-3, Ll-3, L TP-3, & LSP·3 KEYMAP LC-1, Ll-1, L TP-1, & LSP-1 SEE SHEETS LC-2, U-2, L TP-2, & LSP-2 "AS BUil T" TITLE EXP. REVIEWED BY: INSPECTOR NTS DATE DATE I SH~ET I UITY OF UARLSBAD SHEETS PLANNING DIVISION :33 ( .. ,, ·; LANDSCAPe IMPROYeMENT PLANS FOR, ZEPHYR COURT SUEIDIYISION a d!!velopm,mt by DAVIDSON COMMUNITIES Landu:opn Con1truciion Pion APPROVED: 11,:-)'. l:f-~ll~ti q,-.,. ·I+' PLANNING OWN BY: PROJECT NO. DRAW\NG NO. CHKD BY: Sceile .................................................. 1• • 20' REVISION DESCRIPTION CT 03-06 434-9M wW'/<.I NTEG RA Tl O N-D ESIG N.com 0ESIG~ER OF 'NORK OTHER APPROVAL CITY APPROVAL RVV/D BY: ""'.";';;:;;;;:~~:;'i,7"s;;;'i",'sw7.:i'e"n:;ic'-;;::;;::;,;,~i,':;i;;;;:~------------------------------------------------------------------------------------------------------------------------------------ls C: \DHA'l11M0 F!LE.S\llrLE SHEETS\CLSU-!P.DWG REVISED: 5/15/2012 N ' u _J I-UJ UJ :r: Vi UJ UJ Vi Ul z _J :r: u I-<l'. ~ INTEGRATION 11 JanI3 kk 1-1\0SCAP<! 22Mar13 kk li.i1r1~1tJ. <;) \. -f-9 05Mo·14 kk 6/>:!;f:,ij ~«;,. ~•1\'·'-l:lc~"'•r ~ 23 Apr14 kk ~~· ~3 ~ DESIGN STUDIO !1 ~~ ~ ~ D5Ma114 kk _, .-\ ll'J't<llU/1 1-05-15 30 Nov 15 LANDSCAPE ARCI-IITE:CTS ~ fl011'r~l datl!I * ' 05 ffay 14 5835 Avenida Encinas, Suite 121 iJ-1/' a\1 ~~ -1 t: a'(' Carlsbad, CA 92006.4430 <! OF C"ll~ t 760.602.0144 f 760,602.0388 Project ............................................ 13,065 DAE INITIAL m'c/f.lNTEGRATION-DESIGN,,om Sc!!le ................. , ........... ,,. .. ,,. ... ,,.~ .... , l" .. 20' DESIG~R OF '/IORK CONSTRUCTION U;GEND SYMBOL CL CP EQ PA POB PT R ·0, 7 DtSCRIPTION CENTERLINE CENTER POINT E<;JUAL PLANTING AR6A POINT OF BEGINNING POINT OF TANGENCY RADIUS ALIGN WITH ADJAC6NT SURFACE ALIGN PERPE:NDICULAR E:XPANSION JOINT EXPANSION JOINT W/ SEALANT SCORE JOINT NOTE, ALL DIMENSIONS TO WALLS ARE FROM FACE OF WALL UNLESS OTHERWISE NOTED. NOTES SYMBOL DESCR.IPTION [jJ CONCRETE PAYING -SEE DETAIL A/ SHEET LC-4 [I] SIDEWALK -SEE STREET IMPROVEMENT PLANS [II FRONT STOOP-SEE DETAILS A THRU C AND ETHRU H/ SHEET LC-6 m EXPANSION JOINT· SE6 D6TAIL D/ SHEET LC-4 [§] 6XPANSION JOINT@ VERTICAL SURFACE· SEE DETAIL C/ SHEET LC-4 rn CONCRETE MOW CURB -SEE DETAIL E/ SHEET LC-4 w SLUMP BLOCK WALL-SEE DETAIL G/ SHEET LC-4 [I] PILASTER· S.E DETAIL F/ SHEET LC-4 w RETAINING WALL-SEE DETAIL H/ SHE:ET LC-4 [j§I WOOD FENCE-SEE DETAIL B/ SHEET LC-5 [ill WOOD FeNCe ON ReTAINING WALL-See DETAILJ/ SHEET LC-5 @I WOOD GATE -SEE DETAIL C/ SHEET LC-5 [ill TUBULAR STEEL FeNCe • SEE DETAIL H/ SHEeT LC-5 [El TUBULAR STO:EL GATE· SeE DETAIL G/ SHEET LC-5 @] ACCESS ROAD PIPE GATE. S6E DETAIL F/ SHE6T LC-5 @] EXISTING TUBULAR STEEL FENCE: (TO REMAIN) [ill EXISTING BIO-FE:NC6 (TO REMAIN) ~ 6XISTING WALL (TO REMAIN) [ill 6XISTING ¥-DITCH (TO REMAIN) @ EXISTING CURB AND GUTTER (TO REMAIN} [fill UTILITIES· SEE IMPROVEMENT PLANS § E:XISTING ACCE:SS ROAD (TO REMAIN} § ENTRY WALL-SEE DETAIL J/SHE:ET LC-4 ~ 6NTRY PILASTER· SEE DETAIL I/SHEET LC-4 ~ LOW PILASTE:R • SEE: DETAIL D/SHEET LC-5 !=INISH SCHEDULE: DRIVEWAY· NATURAL GRAY CONCRETE W/ A GRACE PRODUCTS 'TOP CAST' NO. 5 FINISH. SCORE JOINTS AS SHOWN. EB 0 10 20 40 First Submittal Secand Submittal Third Submittal Fourth Submittal ·- A Final Approeed /1\ REV TO ENTRY I . ·2:,;,, 1', n1::.. OATt INITIAL DATt INITIAL REVISION DESCRIPTION ornm APPROVAL CITY APPROVAL APPROVED !=OR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION 01= PLANTING AREAS SEE SHEETS LC-3, Ll-3, LTP-3, & LSP-3 KEYMAP SEESHtETS LC-1, Ll·l, LTP-1, & LSP-1 SEE SHEETS LC-2, Ll-2, L TP-2, & LSP-2 NTS "AS BUILT" TITLE EXP. DATE REVIEWED BY: INSPECTOR DATE I SH!ET I CITY OF CARL8BAD SHEETS ·:· .. _.,,, PLANNING DIVISION /33\ .. ,,,., ' LANDSCAPE IMPROVEMENT PLANS FOR, ZEPHYR COURT SUEIDIVISION a development by DAVIDSON COMMUNITIE;S Landscopc Construction P!cn I APPROVED: /-C_},~ ~ f::-1)-filt I G" ·'l,-1 't PLANNING OWN BY: PROJECT NO. DRA'MNG NO. CHKD BY: CT 03-06 434-9M RVWD BY: 0 L.----;.,.---=,.,,.,.,...,.,.,=,.,,.,,--=--,,,=--~=------------------------------------------------------------------------------------------------------------------___....1 C:\DRJ\'l/lNG Fll.F.:S\rlfLE S!-!EETS\CLSU-IP.DWU lE:v1srn: ~/15/20l2: -' . ..--·•·1(..l!lilii.:.li"id SECTION LEGEND [j] CONCRETE PAVING-SEE FINISH SCHEDULE FOR COLOR AND FINISH Ii) DEPTH AND REINFORCEMENT PER SOILS REPORT RECOMMENDATIONS [Ij COMPACTED SUB-BASE -BY CONTRACTOR (SEE SOILS REPORT FOR RECOMMENDATIONS) ill COMPACTED SUBGRADE -BY CONTRACTOR (SEE SOILS REPORT FOR RECOMMENDATIONS) C_PAY-?-ON _NC_R_E_T_E _PA_V_IN_G ____ ~@ 2 3 4 • -0 6' SECTION LEGEND [j] CONCRETE MOW CURB Ii) •3 REBAR CONTINUOUS • OVERLAP STEEL JOINTS 18' MINIMUM I}] ):,' RADII (TYPICAL) G) FINISH GRADE NOTES, o SCORE JOINTS AT 5' O.C. o EXPANSION JOINTS AT 20' O.C o CONCRETE TO BE NATURAL GRAY -~~.-~INC_O_N_C_R_~_T_~ _M_O_W_S_T_R_I P __ -----l® SECTION . z -0 -~ 8 - -Jl -t I tl----l2 u+-----13 4 '!IE C .a.....t..r"i=_m....,-I .· ~ .... "1 ·... -I ~ . </ Ll. ·. . · .. ---ni)';;tif;;-t 2'-6' LEGEND [j] PRECAST CONCRETE CAP -COLOR & FINISH TO BE SELECTED BY LAND. ARCHITECT [fil STUCCO FINISH -COLOR & FINISH TO BE SELECTED BY LAND. ARCHITECT [Ij 8x8xl6 CMU COLUMN GROUT ALL CELLS SOLID -CONSTRUCTION BY CONTRACTOR G] FINISH GRADE II] COMPACTED SUBGRADE -BY SOILS REPORT [}] CONCRHE FOOTING• BY STRUCT. ENGINEER [I) COMPACTED SUB-BASE· BY SOILS REPORT [fil SLUMPED BLOCK WALL-SEE DETAIL G/ SHEH LC-4 NOTES, a SEE PLAN FOR LAYOUT OF PILASTERS. • VERT. & HORIZ. ReBAR • PER STRUCT. ENGINEER [j] 2 SECTION LEGEND [TI CONCRETE PAVING-SEE FINISH SCHEDULE FOR COLOR & FINISH (DEPTH AND REINFORCEMENT PEA SOILS REPORT RECOMMENDATIONS) Ii) )t RADIUS MAX. I}] HAND TOOLED SCORE JOINT-),• DEPTH G] COMPACTED SUB-BASE -BY CONTRACTOR (SEE SOILS REPORT FOR RECOMMENDATIONS) ([] COMPACTED SUBGRADE -BY CONTRACTOR (SEE SOILS REPORT FOR RECOMMENDATIONS) [}] SEE SOILS REPORT FOR RECOMMENDATIONS -~-~-ANN_D_T_O_O_L_E_D_S_CO_RE_J_O_I_NT_---l® SECTION l------t2 f---+---13 r I 11 It r----19 7 5 LEGEND [j] l8x2<18 SLUMPED POR-CAP [II l6x6xl6 SLUMPSTONE BLOCK I}] VERTICAL REBAR -SPACING & SIZE PER STRUCTURAL ENGINEER G] HORIZ.ONTAL REBAR -SPACING&SIZE PER STRUCTURAL ENGINEER ([] FINISH GRADE [}] COMPACTED SUBGRADo (SEE SOILS RtPORT FOR RECOMMENDATIONS) (z] STEEL REINFORCtMENT • SIZ.E AND PLACeMENT PtR STRUCTURAL ENGINE;ER I]] CONCRtTE FOOTING. SIZE; PER STRUCTURAL ENGINErn @ SACK FINISH AND PAINT -COLOR TO BE SELECTED BV LANDSCAPE ARCHITECT. NOTES, • SLUMPSTONE BLOCK. MANUFACTURED BY ORCO BLOCK. BLOCK COLOR AND MORTAR TO BE SELECTED BY LANDSCAPE ARCHITECT. • CONTRACTOR SHALL INSTALL VERTICAL EXPANSION JOINTS PER STRUCTURAL ENGINEER'S RECOMMSNDATIONS • ALL CELLS WITH REBAR TO BE GROUTED SOLID. • REFER TO STRUCTURAL DETAILS G AND H/ SHeET SD•l s_PIL-~-u~_M_P_~_D_B_LO_C_K_P_IL_AS_T_~_R __ ----a® ELEVATION 8' SECTION LEGEND m PRECAST CONCRETE CAP· 0l'W x l6L x 2 j'D) COLOR TO BE SELECTED BY LA (CENTER CAP ON WALL) m STUCCO · COLOR TO BE SELECTED BY LA. m 8' CMU (GROUT CELLS SOLID), REINFORCEMENT BY STRUCTURAL ENGINEER GJ STUCCO SCREED -1' ABOVE FINISH GRADE [TYPICAL) ([] FINISH GRADE [}] CONCRETE FOOTING· SIZE, DEPTH, AND REINFORCEMENT BY STRUCTURAL ENGINEER [I) COMPACTED SUS.BASE -BY CONTRACTOR (SEE SOILS REPORT FOR RECOMMENDATIONS) I]] COMPACTED SUB-GRADE · BY CONTRACTOR (SEE; SOILS REPORT FOR RECOMMENDATIONS) NOTES • GROUT COLOR TO BE ORCO BLENDED PRODUCTS 'LIGHT KHAKI'. • SEE STRUCTURAL DETAILS FOR FOOTING DIMENSIONS AND ALL REINFORCEMENT. SECTION LEGEND [j] ANY VERTICALSUR~ACE SUCH AS BUILDING WALL, SITE WALL, CURB, PLANTER ETC. [II ~• RADIUS (TYP.) I}] CONCReTE PAVING -SEE FINISH SCHEDULE FO, COLOR & FINISH (DEPTH AND REINFORCEMENT PER SOILS REPORT RECOMMENDAflONS) G] Yo• WIDE EXPA~SION JOINT -USE 'POL YFELT •160 PF3' OR EQUAL [Ij COMPACTED SJB-BASE IF REQUIRED (SEE SOILS REPORT ,OR RECOMMENDAflONS) II] COMPACTED SJBGRADE (SEE SOILS REPORT FOR R[COMMENDATIONS) -~p~_ERP_. J_T_. A_T_V_E_R_T._S_U_RF_A_C_E __ ---j© SECTION 1---12 C--l.---'3 }dooi----14 '----'9 I 11 It It ENGINEER 7 LEGEND [j] 8x2x16 SLUMPID POR-CAP 0 6x6xl6 SLUMPSfONE BLOCK I}] VERTICAL REBo\R -SPACING & SIZE PER STRUCTURAL eNGINEER m HORIZONTAL eEBAR -SPACING & SIZE PER STRUCTURAL rnGINEER III FINISH GRAD!; [}] COMPACTED WBGRADE (SEE SOILS REPORT FOR RECOMMENDATIONS) (z] STEEL REINFORCEMENT -SIZE AND PLACEMENT PER STRUCTURAL ENGINEtR I]] CONCRHE FCOTING • SIZE PER STRUCTURAL ENGINEER @ SACK FINISH A~D PAINT· COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT. NOTES, • SLUMPSTONE BLOCK· MANUFACTURED BY ORCO BLOCK. BLOCK COLOR AND MORTAR TO BE SELECTED BY •.ANDSCAPE ARCHITECT. • CONTRACTOR SI-ALL INSTALL VERTICAL EXPANSION JOINfS PER STRUCTURAL ENGINEER'S RECOMMENDATIONS • ALL CELLS WITH REBAR TO BE; GROUTED SOLID. • REFER TO STRUCURAL DETAILS E AND H/ SHEET SD-1 SLUMPED BLOCK WALL @) ---------<G WAL-SLUMP Ll 0 4 .. SECTION 2 3 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS LeGeND [j] CONCRETE PAVING-SEE FINISH SCHE;DULE FOR COLOR & FINISH (DEPTH AND REINFORCEMENT PER SOILS REPORT RECOMMENDATIONS) Ll .~f.---'--~+--14 a c===;;::::::::,:, Ll · [II STEEL ROD W/ SLEEVe -si;i; SOILS REPORT FOR SIZE RECOMMENDATIONS 4 [Ij Yo· RADIUS (TYP.) ill Yo• WIDE EXPANSION JOINT -USE 'POLYFELT '160 PF3' OR EQUAL III COMPACTED SUS.BASE. BY CONTRACTOR (SEE SOILS REPORT FOR RECOMMENDATIONS) II) COMPACTED SUBGRADE -BY CONTRACTOR (SEE SOILS REPORT FOR ReCOMMENDATIONS) (z] SEE SOILS REPORT FOR RECOMMENDATIONS -~p~-NTP_A_N_SI_O_N_J_O_IN_T ____ --1@ SECTION LtGEND [j] 8x2xl6 SLUMPED POR-CAP [fil 6x6x16 SLUMPSTONE BLOCK· SeE GRADING . PLANS BY FUSCO!; FOR WALL CONSTRUCTION, HEIGHTS, AND LOCATION. I}] FINISH GRADE ill COMPACTED SUBGRADE (SE;E SOILS REPORT FOR RtCOMMeNDATIONS) [Ij CONCRETE FOOTING -SEE GRADING PLANS BYFUSCOE [}] SACK FINISH AND PAINT -COLOR TO BE saECTED BY LANDSCAPE ARCHITECT, NOTES: • SLUMPSTONE BLOCK-MANUFACTURED, BY ORCO BLOCK. BLOCK COLOR AND MORTAR COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT. • REFER TO GRADING PLANS BY FUSCOE FOR WALL HEIGHTS, LOCATIONS, AND CONSTRUCTION. ~~'~"MPED BLOCK RETAINING WALL@ " AS BU I LT" TITLE EXP. DATE REVIE'/IED BY: INSPECTOR DA TE 0SG,',p~ ll Jan 13 kk Fir,t Submittal 22 Ma, 13 kk Second Submittal 05Mo·l4 kk Third Submittal 1-e--c-e~t---c-,-------1---cc--~---"-''-------+---+--t----+----I I SHSEET I ITY OF ARL BAD SHEETS ::====---'====P=LA:=N=:N::IN::::G:::::::D:::::IV:=IS:::10:::N:::===='-'=:::::i 3:::3:::\:::::· =' LANDSCAPE IMPROVEMENT PLANS FOR, LANDSCAPE ARCI-IITECTS 5835 Avenida Encinas, Suite 121 Carlsbad, CA 92006.4430 '2, -I 23 Aprl4 05 Mai 14 kk Fourth Submittal kk Fina( Approved Zl:PHYR COURT SU6DIVISION o developm11nt by DAVIDSON COMMUNITIES Lcnd1cupe Comtructlon Detall1 APPROVED: ENT Ry w ALL t 760.602.0144 f---------l-------1------1---------1--i----1--_j__------l ~PL~AN~NIN~G==:;-;=======::;-;:==~ W , DATE INITIAL DATE INITIAL CHKD BY:~---~.~-T T_R_Y_P_I L_AS_T_l;_R _____ ---l(D -----------------------------------iQ)J f 760.602.0388 ProjacL--·····"·"·"---......... 13.065 DAE lf'ITIAL D N BY: PROJECT NO. I DRAWING NO. WAL·LO 2 W'ltW.INTEGRATION.DESIGN.,om Scale ......... _., ... ,_ .. _._ .. ,. ... __ ... n/• DESiGfER OF '/{ORK REVISION DESCRIPTION · □TIIER APPROVAL C'.TY APPROVAL RVI//D BY: CT 03-06 434-9M ""1' \tMmGIE\ITT!Ts:mS\CL:;;;::;e.uw'cREVtsm'o;i~iiT"----------------------------------------------------...1.....------------------------------...:.....----------_:-------------============:...1~ C:\ORAW!tlG FlLES\fHLE '..ii-lEr:TS\CL':iS-!P.DWG REVISED: 5/!5/2012 , r' 1;; J·!U .. Ci. 8'-0'MAX ' 4 f I , ~/, I ~ ~: I il ,\ 6 ! C, 3 I II I I \~ ~Ii ~ ' •I I ' " I\ I ~ @--. [!2]-l FRONT ELEVATION I I 4 1---1'.11\--; 5 3 1------i I 6 1---!;Jl----l 7 o, ! I SECTION LEGEND [j] lx6 T&.G FeNCe BOARD [TI 2,;6 FENCE CAP [Ij 4x4 POST 8) 2X4 TOP AND BOTTOM RAIL ill IX4 TOP AND BOTTOM RAIL ill 2X4 MID-RAIL ll] IX4 MID-RAIL [fil CONCRETE FOOTING -DEPTH AND REINFORCEMENT BY STRUCTURAL ENGINEER @) COMPACTED SUBGRADE (SEs SOILS RsPORT FOR RECOMMENDATIONS) lj2I FINISH GRADE NOTES, o FENCE CONTRACTOR TO CONFIRM EXACT LENGTH OF FF.NCE PRIOR TO FABRICATION AND SPACE POSTS EQUALLY. o ALL WOOD TO BE PRIMED AND PAINTED PER SPECIFICATIONS. COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT o SEE STRUCTURAL DETAIL A/ SHEET SD-I SECTION LEGEND [j] lx6 T&G FENCE BOARD [TI 2x6 FoNC&: O,,P ITj 4x4 POST 8) 2X4 TOP AND BOTTOM RAIL ill 2)(4 MID-RAIL [Ij CONCRETE FOOTING· DEPTH AND REINFORCENENT PER STRUCTURAL ENGINEER Ill 2x4 cRoss rnAcE ON INSIDE OF GATE [Ij FINISH GRAa; ill EDGE OF HOJSE NOTES: • GATE CONSTRUCTION SHALL MATCH THE FENCE CONSTRUCTIQ'1 SHOWN ON DETAIL 8/ THIS SHEET. • GATES SHALL EE EQUIPPED W/ SELF-CLOSING HINGES & SELFLATCHING DEVICES· THE SELF-LATCHING D£VIC£ SHALL B£ DESIGNED TO KEEP THE GAT£ SECURELY CLOSED. o CONTRACTOR SHALL COORDINATE LATCH TYPE WITH OWNER PRIOR TO INSTALLATION. • FENCE CONTRACTOR SHALL SITE VERIFY EXACT SIZE OF FENCE PRIOR TO FABRICATION. • CONTRACTORS HALL PROVIDE SHOP DRAWINGS. o FENCE TO BE PRIMED AND PAINTED PER SPECIFICATIOMS. COLOR TO BG SEltCTED BY L.A. o SEE STRUCTURAL DETAIL B/ SHEET SD-1 -~-?_O_D_~_E_NC_t __________________ ---,@ =]Ir,;;[;;~ -. ·_ • ... ·• -·. ·: ~:1: -, :!-. . ·. . ~ -'ff~ ·. : . --l!I- ' ~, ·:. : . j~'jiWII_' _)J ' ' . 1- --."'·-: l IT "' "' ~- 14'-8' o.c. NOTES • SEE STRUCTURAL DETAIL X/ SHEET SD-1. • ALL VERTICAL AND HORIZONTAL REINFORCEMENT BY STRUCTURAL ENGINEER • ALL STEEL SHALL BE PRIMliD AND PAINTED PER SPliCIFICATIONS. o PAINT COLOR TO BE SELECTliD BY LANDSCAPE ARCHITECT o ALL WELDS TO BE GROUND SMOOTH • FeNCE CONTRACTOR SHALL SITE VERIFY EXACT SIZE OF GATE OPENING PRIOR TO FABRICATION THIS IS A DESIGN DETAIL ONLY, CONTRACTOR o SHALL PROVIDE SHOP DRAWINGS FOR OWNER APPROVAL • ALL GATE HARDWARE AND OPERATING MECHANISMS· BY FENCE CONTRACTOR AND SHALL BE APPROVeD BY OWNER eNLARGEMENT 'A' SWINGING POST MAINTENANCE ACCtSS PIPt GATE GAT-PIP • ~ / I 6 3 c:;' I I "' ' I ' I FRONT ELEVATION 8'-0'MAX 4 \ I~ 1\ I/ 'I 1' '\ /~ 1\ '/ d I 'I II II I\ II ..• I . ' . ' . . . . . . . .', . ,, . . ·-.... __ . .,, .. , . ·--:·- I I ! I I I I SE;CTION 4' h-=!.-~==-~~iF~~~ 0- UJ ; : 0 '-__ ,,_;j UJ ~-m----t't'!' =====:l _,_,,. ENLARGeMliNT 8-1 SliCTION • LOCK PLATE@ POST 4' 4" ENLARGEMENT 8-2 POST AND SHEL PLATE TONGUE ENLARGliMENT B-3 STEEL RAIL AND LOCK PLATE 2 41----+'lHs 31-----i 6 1---l<Jl}---l ? ·o 41----lillH 5 [j] 4' DIA. TUBULAR STEEL POST (3] 3' DIA TUBULAR STEEL POST [Ij 3' DIA. TUBULAR STEEL RAIL 8) FREE MOVING HINGE ill STEEL POST CAP [Ij SLOPE TOP OF FOOTING TO DRAIN Ill CONCRETE FOOTING -SEE STRUCTURAL DETAIL X/ SHeET SD-I [fil ½' DIA. x 9' LONG STEEL ROD THROUGH PIPE TO PREVENT TWISTING (TYP.) @) COMPACTED SUBGRADE • BY CONTRACTOR (SEE SOILS REPORT FOR RECOMMENDATIONS) @ ADJACENT PAVING· SEE PLAN [TI] EXPANSION JOINT -SEE DETAIL D/ SHEET LC-4 @j 15' x 4' x ¾' STEEL PLATE; WtLDED TO 3' PIPe RAIL. @J 4' DIA. TUBULAR STEEL PIPE; 'f'/ELDoD TO PLAT£. (GRIND AND POLISH EDG£S SMOOTH) IE) ¾" ST£EL PLATE TONGUE 2'W x 4'L. WELD TO 4' DIA. PIPE. fil] FINISH GRADE (ill DRILL½' DIA. HOLE FOR LOCK 3' l [□ ,. 4' l ~ ·1 o.c. ' - = C > ,_ ~-#Ii " II 11J If-: rr mm -~ I 1--<1. ~ _ rn!!lrr ~-,-J°'rrg,,f~a~" .;, !Il-!Il;;: , --f illl : =:r~fT · -ill-'ffE ::: . ---$'ill:,:Wrr I~ ffi"rr SECTION/ELJ;'{ ATION 41---t-- 51---t-+-< EL£VATION ENLARGEMENT OF GATE HANDLE "' I , ~ ~ .i 5 6 [fil Ill LEGEND [j] GATE & LOCK H~NDLE-TYPE TO BE APPROVED BY OWNER. [TI l½' SQ. TUBULAR STEEL FENCE RAIL [Ij l½' SQ. TUBULAP. STEEL FENCE POST G) %' S9, TUBULAR STEEL FENCE PICKET ill SELF-CLOSING GATE HINGES (LOCATION & TYPE BY CONTRACTOR. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS) 0 FINISH GRADE Ill COMPACTED SUBGRADE (SEE SOILS REPORT FOR RtCOMMENDA110N) [fil CONCRETE FOOTING· SIZE, DEPTH, AND R£1NFORCtMliNT PER STRUCTURAL ENGINEER. NOTES, • GATES SHALL BE EQUIPPED W/ SELF-CLOSING & StLF-LATCHING DEVICES· THt SliLF-LATCHING DEVICe SHALL Be DESIGNED TO KeEP THE GATE; SECURELY CLO;ED. • GATES SHALL BE CAPABLE OF BEING LOCKED • ALL STeEL SHALL BE PRIMED & PAINTED PliR SPECIFICATIONS, COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT • ALL WELDS TO BE GROUND SMOOTH. o FENCE CONTRACTOR SHALL SITE VERIFY liXACT S12£ OF FeNCEPRIOR TO FABRICATION. • CONTRACTOR lHALL PROVIDE SHOP DRAWINGS. • LOCATION OF FENCE SHALL BE APPROVED BY LAND. ARCHITECT PRIOR TO INSTALLATION • SEJ; STRUCTURI.L DETAIL D/ SHEET SD-1 [jz] 2½' x o/o' SLOT IN STEEL PLATE TO RECEIVE STEEL PLATE TONGUE ® -F -~M-~_IN_T_EN_A_N_C_~_G_A_T_E ____ @ L£GoND [j] 1,6 T&G FENCE BOARD [TI 2,;6 FENCE CAP [fil 4x4POST GJ 2)(4 TOP AND BOTTOM RAIL ill 1X4 TOP AND BOTTOM RAIL ill 2)(4 MID-RAIL II] 1X4 MID-RAIL [fil POST CONNECTION TO RETAINING WALL· BY CONTRACTOR. ill COMPACTeD SUBGRADE (S£E SOILS REPORT FOR RECOMMENDATIONS) [&I FINISH GRADE [jj] RETAINING WALL-SEE DETAIL H/ SH&:oT LC-4 NOTES: o FENCE CONTRACTOR TO CONFIRM EXACT LENGTH OF FENCli PRIOR TO FABRICATION AND SPACE POSTS eQUALLY. LANDSCAPE ARCHITECTS o ALL WOOD TO BE PRIMeD AND PAINTED 5835 Avenido Endnos, Suite 121 PER SPECIFICATIONS. COLOR TO BE Carlsbad, CA 92008.4430 II Jan 13 kk Flr1t Submittal 22 Mer 13 kk Socand Submittal 05 Morl4 kk Third Submi\tol 23 Ap· 14 kk Fourth Submlllal CJ 05 Ma/ 14 kk Final Approved -_, 8 27" SECTION APPROVED !=OR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS 4 LEGEND [j] PRECAST CONCRETE CAP· COLOR & FINISH TO BE SELECTJ;D BY LAND. ARCHITECT [TI STUCCO FINISH· COLOR & FINISH TO BE SliLECTED BY LAND. ARCHITECT [Ij 8x8xl6 CMU COLUMN GROUT ALL CELLS SOLID· CONSTRUCTION BY CONTRACTOR G) FINISH GRADE [[j COMPACTED SUBGRADE • BY SOILS RePORT 0 CONCRETE FOOTING-BY STRUCT. ENGINEER Ill COMPACTED SUB-BASE -BY SOILS REPORT [fil LOW WALL-SEE DETAIL J/ SHEET LC-4 NOTES, • SEE PLAN FOR LAYOUT OF PILASTERS. • VERT. &HORIZ REBAR-P•R STRUCT. ENGINeER LOW PILASTtR • LOCATE OUTSIDE OF SIGHT DISTANCE TRIANGLE ® PIL-LOW ~ ( 1 · ;\I; -~1/cn@r -I~ rr~rr-~l~~ ~ fillr · ffiHJ#([(t,;, ill ~rrl31~ J;;;tij, n - SECTION/ELEVATION 8' " . 4' 9, LeGeND o,c. ~ I I/ -c::; NOTES, 2 m 4 [j] IY,' SQ. TUBULAR STEEL FENCE RAIL m l ½"SQ.TUBULAR STEEL FENCE POST [fil %' SQ, TUBULAR STEEL FENCE PICKET 8) FINISH SURFACE ill CONCRETE FOOTING· SIZE, DEPTH, AND REINFORCeMliNT PER STRUCTURAL ENGINEER [Ij COMPACTED SUBGRADE (SEE SOILS REPORT FOR RECOMMENDATION) • ALL STEEL SHALL BE PRIMED&. PAINTED P ER SPECIFICATIONS· COLOR TO BE SELECTeD BY LANDSCAPE ARCHITECT. • ALL WeLDS TO BE GROUND SMOOTH. • FeNCE CONTRACTOR SHALL SIT!a VERIFY liXACT SIZE OF FENCE PRIOR TO FABRICATION. • CONTRACTOR SHALL PROVIDE SHOP DRAWINGS. • LOCATION OF H:NCE SHALL BE APPROVED BY LAND. ARCHITECT PRIOR TO INSTALLATION • SEE STRUCTURAL DETAIL C/ SHliET SD-1. : -~-Bl s_u_LA_R_s_T_t_~L_l=-,,-t_,..N_C_E ____ ® " AS BU I LT" TITLE EXP. DATE REVIEWED BY: INSPECTOR DATE I SH~ET I ITY OF ARL BAD SHEETS \33j PLANNING DIVISION .. -·· LANDSCAPE; IMPROVEMtNT PLANS FDR, ZEPHYR COURT SUBDIVISION . a d13yeloprrt13nt by DAVIDSON COMMUNITIES Landiu;apo Con1tt1Jction Details APPROVED: SELECTED BY LANDSCAPE ARCHITECT WOOD ~ENCE ON R~TAINING WALL t 760·602·0144 PLANNING ------------------------------------------------------------------------------iG'\ f 760.602.0388 Project .... -..... -....... , __________ ....... 13.065 DA1: INITIAL DATE INITIAL DATE INITIAL g~~D B~~:-::_-::_-::_-::_-:::_-:::_ PROJECT NO. DRAV~NG NO. FNC-WD2 \v Yf/ri<.INTEGRATION-DESIGN.com Seol•---------·--------------·-·--·---n/o OESIGIIER OF '//ORK REVISION DESCRIPTION OrHER APPROVAL CITY APPROVAL RVWD BY: CT 03-06 · 434-9M Lt) 7'==::-:e::-;-:,~7-;,"~=~e::-:~:::::-~~;_:;;:--;;;,:-:;--;:;;;;:;----------------------------------------------------------------..,__----------------------------------------------------------------------------------..J~ C: \DRA't~W: FJLES\fl [LE SHE}:TS\C:LSU-•IP.OWG REVISED: 5/l 5/2012 ' ' ' ' ~ I ! '- I I ,· I 1:, ( ' i ' t I I \ --·. ,_ ' I , - i= 2' 2' I 1---~1- !1 I I jl -IT@-I \I---{[! 1t A LEGEND [I) CONCRETE PAVING-SEE DETAIL A/ SHEITLC-4 [Ij EXPANSION JOINT AT VERTICAL SURl'ACE-SEE DeTAIL H/ SHEn LC-4 III EXPANSION JOINT -SEE DETAIL D/ SHEET LC-4 m SCORE JOINT -SEE DETAIL 8/ SHEoT LC-4 [[j CONCRETE SToPS -SEE DET All J/ SHEET LC-6 rn ADJACENT DRIY£WAY -SEE CONSTRUCTION PLANS FINISH SCHtDULE @ CONCRETE PAYING-NATURAL GRAY CONCRETE W/ GRACE PRODUCTS 'TOP CAST NO. 5 FINISH. SCORE JOINTS AS SHOWN @ CONCRETE STEPS -NATURAL GRAY CONCRETE W / GRACE PRODUCTS 'TOP CAST NO. 5 FINISH. SCORE JOINTS AS SHOWN -~-~-BA_N_l_-C_B_!;:_N_TR_Y_(,___TY_P_IC_A_L--'--) --@ . .., '"'i ~ , . ~-' "' ' , ~ ~ , ~,!,A. ....L .. . ,: 1t ~ LEGEND [I) CONCRtTE PAYING-SEE DETAIL A/ SHEET LC-4 [Ij EXPANSION JOINT AT VERTICAL SURl'ACE-SEE DeTAIL H/ SHEET LC-4 III EXPANSION JOINT -SEE DETAIL D/ SHEET LC-4 m SCORE JOINT-SEE DETAIL B/ SHEoT LC-4 [[j ADJACENT DRIYEWA Y -SEE CONSTRUCTION PLANS FINISH SCHEDULE @ CONCRETE PAVING· NATURAL GRAY CONCRETo W/ GRACE PRODUCTS 'TOP CAST NO. 5 FINISH. SCORE JOINTS AS SHOWN _PL_A_N_2_-C_B_!;:_N_T_RY___.__(T_Y_PI_C_A__.._L)_---1@ STP-2CB _NO_T _AS_S_IG_N_!;:_D ______ CD ,_ ,_ i~ :.}'£'.'-". •·• 2' "' i --IT©-'s-.I )LIII 4 2' 1t LEGEND [I) CONCRETE PAYING-SEE DETAIL N SHEET LC,4 [II EI\PANSION JOINT AT VERTICAL SURFACE -SEE DETAIL H/ SHEET LC-4 [fil £XPANSION JOINT-StE DETAIL D/ SHE6T LC-4 m SCORE JOINT· SoE DETAIL B/ SHEET LC-4 [[j CONCRETE STEPS -SEE DETAIL J/ SHEET LC-6 m ADJACENT DRIVEWAY-SEE CONSTRUCTION PLANS FINISH SCHEDULE @ CONCRETE PAVING-NATURAL GRAY CONCRETE W / GRACE PROClUCTS 'TOP CAST NO. 5 FINISH. SCORE JOINTS AS SHOWN @ CONCRETE STEPS-NATURAL GRAY CONCRETE W / GRACE PRODUCTS 'TOP CAST NO. 5 FINISH. SCORE JOINTS AS SHOWN -~-~-RA_N_l-_S_R _(; N_T_R_Y--'-(T_Y_P_I C_A_L)'---------1® ---IT@-- 1 A 2' 2' I --1---- 1 1 ---EID-l 's- , 0-j 1t 51--l [I) CONCRtTE PAVING-SEE DETAIL A/ SHEET LC-4 [Ij EXPANSION JOINT AT VERTICAL SURFACE -SEE DETAIL H/ SHEET LC-4 [fil EXPANSION JOINT-SeE DETAIL D/ SHeET LC-4 [iJ SCORE JOINT-SEE DETAIL B/ SHEET LC-4 I}] ADJACENT DRIVEWAY -SEE CONSTRUCTION PLANS FINISH SCHEDULE @ CONCRETE PAYING-NATURAL GRAY CONCRETE; W/ GRACE PRODUCTS 'TOP CAST NO. 5 FINISH. SCORE JOINTS AS SHOWN -~-~-SRA_N_2_-S_R_~_NT_R_Y_,(_TY_P_IC_A_L__,__) -----l® l' 2' "" ( <1 \ ,d <l -· ·; . . il \ l' <l . ~ 12" J SECTION m 2 d " . ,,: ·.". • 4 LEGEND [jJ ADJACENTPAVING-SEEPLAN [I) EXPANSION JOINT-SEE DETAIL D/ SHEET LC-4 III CONCRETE STEPS • CONCRETE DEPTH & STEl,L SIZE BY STRUCT. ENGINEER GJ COMPACTED SUB-BASE (IF NEEDED) BY STRUCT. ENGINEER [[j COMPACTl,D SUB-GRADE -BY STRUCT. ENGINl,ER l, (I] Yo,Y.• SAW CUT SAFETY GROOVES W/ HAND-PAINTED CONTRASTING STAIN COLOR (TO BE SELECTED BY LANDSCAPE ARCHITECT) [I] ),•RADIUS@ NOSE OF STEP -~C0_02 _NC_R_f;_T_E_ST_E_P_S -----0) 1t I I t·;r--1--~' . -r , \ l ==~~~~-, ,_! ' . 2' 2' 2' 2' 1 A l LEGEND [I) CONCRETEPAYING-SEEDETAILA/ SHEETLC4 [I) EXPANSIONJOINTATVERTICAL SURFACE-SEE DETAIL H/ SHEET LC-4 III EXPANSION JOINT-SEE DETAIL D/ SHEET LC-4 GJ SCORE JOINT -SEE DETAIL B/ SHEET LC-4 [[j ADJACENT DRIVEWAY-SEE CONSTRLCTION PLANS FINISH SCHEDJLE @ CONCRE"E PAVING-NATURAL GRAY CONCRE-E W / GRACE PRODUCTS TOP CAST NO. 5 FINISH. SCORE JOINTS AS SHOWN APPROVE;D FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS -~-~-SRA_N_3_-S_R_E_N_TR_Y_('---TY_P_IC_A_L~)--© _N_O_T _AS_S_IG_N_!;:_D _____ ____,@ j •12 ,_ •6 5 B I I •0 "' 2 ~Wi] -~i L~1l1 =-=·~ I 2' I 2' ,,. I I 1t LEGEND IT] CONCRl,Ti, PAYI_NG-SEE DETAIL A/ SHEETLC-4 [Ij EXPANSION JOINT AT VERTICAL SURFACE -IEE DETAIL H/ SHEET LC-4 III EXPANSION JOINT-S!,E DETAIL D/ SHEET LC-4 ill SCORE JOINT-SEE DETAIL B/ SHEET LC-4 [[j CONCREH STEPS (IF REQUIRED)· SEE DETAIL J/ S~EET LC-6 (I] ADJACENTDRIYEWAY-SEE CONSTRUCTION PLANS FINISH SCHEDULE @ CONCRETE PAVING -NATURAL GRAY CONCRETE W/ GRACE PRODUCTS 'TOP CAST NO. 5 FINISH. SCORE JOINTS AS SHOWN @ CONCR•H STEPS -NATURAL GRAY CONCRETE W/ GRACE PRODUCTS TOP CAST NO. 5 FINISH. SCORE JOINTS AS SHOWN --i1 I A I--IT©--2· 2' LEGEND [I) C0NCRETE PAYING-SEE DETAIL A/ SHEETLC-4 [I) EXI>ANSION JOINT AT VERTICAL SURFACE -SEE DtTAIL H/ SHi,ET LC-4 III EXPANSION JOINT -SEE DETAIL 0/ SHtET LC-4 m SCORE JOINT-StE DETAIL B/ SHEET LC-4 [Ij ADJACENT DRIVEWAY-SEE CONSTRUCTION PLANS FINISH SCHEDULE @ CONCRETE PAVING -NATURAL GRAY CONCRtTE W / GRACt PRODUCTS 'TOP CAST NO. 5 FINISH. SCORE JOINTS AS SHOWN PLAN 3-AC f;NTRY W / STf;PS (TYP) @ -~-~-Af_N_3_-A_C_E_N_T_RY~(T_Y_PI_C_A--'--L) __ ® STP•3AC-ST LANDSCAPE ARCHITECTS 5835 Avenida E;ncinas, Suite 121 Carlsbad, CA 92008-4430 t 760,602.0144 f 760.602.0388 l'fltw.lNTEGRA TION-DESIGN.com Projecl ................ ,, ..... , ..................... 13,065 Sca!o ..................................... ,............ fl/a TITLE REVIEWED BY: INSPECTOR 22 Mar 13 kk Second Submlttol 1--~+-~---ii---~-----"-------+---+-------+---+-----; SH7EET "AS 8 U I LT" EXP. DATE DATE SHEETS ;33: ! ; 11Jonl3 kk FlrstSubmlttol rn ITY OF 05 Ma·14 kk Third Submiltal PU' NNING DIVISION 23 Apr 14 kk Fourth Submiltol ;=LA=N:::D::S:::C=,A~Ps::l:::M:::P::::RO::V:::s:::M:::e=N::::T ::PLA==N::::S =FO::::R=,=====:::::..':::::::::'.~ 05 M□i 14 kk Final Approved ZEPHYR COURT SU6DIV!SION DAE INITIAL DA TE INITIAL DA TE INITIAL DESIGf!'R OF '//ORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL a d11velopm11nt by DAVIDSON COMMUNITIES Land1capQ Construction Detcll! APPROVED: PLANNING D N BY: CHKD BY: ---r RVY/D BY: PROJECT NO. CT 03-06 DRAWING NO. 434-9M 0 '---(';;;;:::;::::-;::--;;;-;::~:;-;,-:~rn7~::-;;;-;::::;;;----;;;:;;;:--:::;;:;-;:;;;;-:;------------------------------------------------------------------------------------------------------------------------------...I...J 6:\0flA'.'r1NC F!Lr'.S\flfLE SHEl::rS\CL58-IP.0't'{G f<E'/ISED: 5/15/2012 LANDSCAPE CONSTRUCTION SPECIFICATIONS 1. 2. SCOPE: PROVIDE LABOR, MATERIALS, PERt'11TS, EQUIPt'1ENT, SUPERVISION, SERVICES, TRANSPORTATION AND ALL OTHER !HMS NECESSARY TO COMPLSTE ALL CO~ISTRUCTJON WORK As· INDICATED AND SPECIFIED WITHIN THESE PLANS BY ll~TEGllATION DESIGN STUDIO. THE INSTALLATION SHALL BE COMPLUE IN EVERY Re.SPECT TO THE SATISFACTION OF THE OW~IGR. GENERAL: A. GENERAL CONDITIONS 1. IT IS Tl-IE INTENT Tl-!AT ALL IMPROVEMENTS Sl-!ALL BE CONSTRUCTED, ASSEMBLED AND INSTALLED IN A~I EFFICIENT AND SATISFACTORY MANNER ACCORDING TO THE HIGHEST WORKMANLIKE STA~IDARDS, IMPROVEMENTS SHALL BE COMPLUE IN EVERY RESPECT AND SHALL BE LEFT READY FOR THEIR INTENDED USE AND/OP. OPERATION BY THE OWNER, 2. THE CONTRACTOR SHALL CARRY ALL NECESSARY COMPENSATION, LIABILITY A~ID PROPERTY DAMAGE INSURA~ICG TO COVER HIS WORKERS AND INSTALLATION SO AS TO OFFrn FULL PROTECTIO~I TO THE OWNER FROM ANY POSSIBLE DAMAGE SUIT OR LIEN ON THE OWNER'S PROPF.RTY. 3. THE CONTRACTOR SHALL APPLY AND PAY FOR NECESSARY PERMITS AND FEES REQUIRED BY LOCAL GOVERNING CODES AND MUNICIPALITIES TO COMPLETE THE WORK. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACHH PROPERTY, RIGHT-OF-WA 'IS, EASEMENTS, SET-BACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED .. 5, LOCAL, MUNICIPAL AND STATE CODES, LAWS, RULES AND REGULATIONS GOVcRNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEflEBY MADE A PART OF THESE PLANS AND SPECIFICATIONS. 6. THESE PLANS ARE PREPARED FOR THE CONVENIENCE OF THE CONTRACTOI<, THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND DIME~ISIONS SHOWN ON THE PLANS AFFECTING THE INTENDED DESIGN OF THE CONSTRUCTION WORK. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNERS REPRESENTATIVE lt~MEDIATELY. 7. ANY DISCREPANCIES BETWEEN THE SITE CONDITIONS AND THE CbNTRACT DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT IMMEDIATELY. ANY CONTINUATIOel OF WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES IS AT THE CO~ITRACTOR'S RISK AND EXPENSE. 8. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF CONSTRUCTION su;MEMTS WITH TO AVOID CONFLICTS WITH GRADING, PLANTING IRRIGATION, UTILITIES, OR ENGINEERING OR ARCHITECTURAL FEATURES THROUGH THE OWNER'S REPRESENTATIVE. ,,. PRIOR TO INSTALLATION, THE CONTRACTOR SHALL LOCATE BY STAKES, OR OTHD1 MEArlS, ALL CONSTRUCTIO~I fLEMfNTS AS DellNEATED O~I THE PLANS FOR APPROVAL BY THE OWNER'S RfPRESGNTATIVE AND LA~IDSCAPE ARCHITECT, 10. THE CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ALL UTILITIES, CONSTRUCTIOM, IRRIGATIOM AND PLANTlrlG ELEMENTS, EXISTING OR NfW, MARKED OR UNMARKED, AND SHALL REPAIR OR REPLACE ANY DAMAGED IMPROVEMErlTS IN A MArlNER ACCEPTABLE TO THE OWrlER'S REPRESENTATIVE. 11. CONSTRUCTION, SUB BASE REQUIREMENTS, COMPRESSIVE STRENGTH, SLAB THICKNESS, CONTROL JOINTS, REINFORCEMENT, ETC. OF ALL PAVlelG O~I GRADE SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL ENGINEER AND/OR PROJECT STRUCTURAL EMGINEER. 12. CONTRACTOR SHAl L PROTECT ALL ARCHITECTURE INCLUDING DOORS, GLASS, WALLS ETC. FROM CONSTRUCTION DlcBRIS AND/OR DAMAGE. 13. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE CURRENT EDITIOl'1 OF THE UNIFORM BUILDING CODE. B. PLANS 1. ALL CONSTRUCTION ITEMS SHALL BE LOCATED AS DIMENSIONED ON THE Pl.ANS UNLESS OTHERWISE INDICATED IN NOTES, DETAILS, LEGE~IDS AND SPECIFICATIOrlS. 2. DIMENSIONS ARE TAKEN FROM FACE OF VERTICAL IMPROVEMENTS UNLESS NOTED ON PLANS. 3. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THE DRAWINGS. 4. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR'ANY PART OF THE WORK, THE CONSTRUCTIOM SHALL BE THE SAME AS OTHER SIMILAR WORK SHOWN OR NOTED ON THE PLANS. PAVING A. GRADING 1. CONTRACTOR SHALL VERIFY IN THE FJELD, THE EXTEelT OF IMPORT OR EXPORT TO INSURE FlrlAL GRADES AND NOTIFY OWMrn OF ALL DISCREPArlCIES WHICH SHALL AFFECT CONTRACTOR'S WORK PRIOR TO BEGINNING WORK. 2. ALL EXISTING FILL SOIL AMD DISTURBED NATURAL SOILS ARE TO BE EXCAVATED AND REPLACED WITH PROPERLY COMPACTED Fill. PER THE STRUCTURAL SOILS REPORT, ALL FILLING, BACKFILLING, RECOMPACTION, ETC., IS TO BE ACCOMPLISHED ONLY UNDER THE SUPERVISION OF A SOILS ENGINEER. 3, EXPORT SOIL AND DEBRIS SHALL BE REMOVED FROM THE srn; BY THE CONTRACTOR AT CONTRACTOR'S EXPENSE, 4, CONTRACTOR SHALL BE RESPOelSIBLE FOR FINAL GRADES. 5, CONTRACTOR IS RESPONSIBLE FOR ACHIEVING POSITIVE DRAINAGE AT THE FOLLOWl~IG MINIMUM GRADIENTS UNLESS OTHERWISE NOTED, 1% IN PAVED AREAS, 2% lei ALL PLANTED AREAS. B. PORTLAND CEMENT CONCRETE PAYING 1. CONSTRUCTIO~I, SUB BASE REQUIREMENTS, COMPRESSIVE STRENGTH, SLAB THICKNESS, CONTROL JOINTS, REINFORCEMENT, ETC, OF ALL PAVING ON GRADE SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL ENGINsER AND/OR PROJECT STRUCTURAL ENGINEER. 2. SUBMITTALS, a. BECAUSE CONCREH COLORS A~iD FINISHES MAY BE ALTERED BY MANY FACTORS INCLUDING CEMENT COLOR, SAND COLOR, SLUMP, FINISHING PRACTICES, AND CURING METHODS, THE CONTRACTOR SHALL CAST ONE SET OF CONCRETE SAMPLES FOR REVIEW AND APPROVAL BY THE OWNER. A SAMPLE SHALL BE CAST FOR EVER'/ CONCRETE FIMISH INDICATED OM THE PLANS. THE SAMPLE SHALL BE CAST USING THE EXACT CONTEMPLATED MATERIALS AND CONSTRUCTION TECHNIQUES INCLUDING CONCRETE MIX, SEALERS, JOINT FILLER, ETC. SAMPLES SHALL BE CAST AT A LOCATION DESIGNATED BY OWNER'S REPRESENTATIVE. THE APPROVED SAMPLE SHALL BE LEFT IN Pl.ACE IF APPROVED BY THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL PROTECT SAMPLES FROM DAMAGE OR LOSS. THE APPROVED FINAL SAMPLE WILL BE THE STANDARDS FOR CONCRETE WORK. 5, 6. TESTING, a. THE CONTRACTOR SHALL BE R;SPONSIBLE FOR INSURING THAT FLATWORK COMPLIES WITH APPLCABLE CODES AND REGULATIONS OF MlellMUM WE r AND DRY SLIP COEFFICIENT STAl'IDARDS OF SAFETY FOR GOVERMMENTAL AGENCIES HAVING JURISDICTIO~I. BOTH SAMPLES AND FINISHED FLATWORf: SHALL BE TESTED. b. ALL CEMENT, AGGREGATE, REINFORCING STEEL, STRUCTURAL STEEL, ETC. SHALL BE FROM TESTED STOCK. COPIES OF TEST REPORTS SHALL BE FURNISHED TO THI: OWNER'S REPRESENTATIVE UPON REQUEST. QUALITY ASSURANCE, a, REGULATOR'/ REQUIREMENTS, I~ ADDITION TO COMPLYING WITH THE APPLICABLE CODES AND R:GULATIONS OF GOVERNl'1EMTAL AGENCIES HAVING JURISDICTIOt{. CONTRACTOR SHALL COMPLY WITH THE APPLICABLE REQUREMENTS OF THE STANDARD SPECIFICATIONS AND THE CRSI tvANUAL OF STANDARD PRACTICES. WHERE THESE REQUIREMENTS CCflFLICT WITH THIS SPECIFICATIOM, COMPLY WITH THE MORE STRINGE~T PROVISIONS. REVIEW OF sin; CONDITIOfl, a. EXAMINE THE AREAS ArlD CONDIT:ONS UNDER WHICH WORK OF THIS SECTIOfl WILL BE PERFOf(MED. CORRECT COelDITIONS DETRIMENTAL TO TIMELY AND PROPER C0t1PLETION OF THE WORK. DO l•IOT PROCEED UNTIL UNSATISFACTORILY CONDITIONS ARE CORRECTED. b, NOTIFY OWNER'S REPRESENTATl,J:: 2,1 HOURS BEFORE SCHEDULED START. OF. PLACl~IG ·coNCRElE. EXCAVATIONS, FORMWORK, REINFORCEMENT, AND . EMBEDDED ITEMS SHALL HAVE BEEN . INSPECTED AND APPROVED BEFOP.E ANY CONCRETE IS PLACED. c. TREAT SUB-GRADE U~IDER PAVED AREAS WITH WEED KILLER IN , ACCORDANCE.WITH MANUFACTIJ<ER'S PRINTED INSTRUCTIONS. TAKE EXTREME PRECAUTION To coNFINE WEED KILLER To AREA covEReD WITH PAVING, AND PROVIDE NECESSARY PROTECTION lflJURY OR DAMAGE TO LIFE OR PROPERTY. PREPARATION, a. GENERAL, COORDl~IATE THE WOlK OF THIS SECTION WITH RF.LATED WORK. PLACE CONDUITS IN CONCRETE SLABS WITH A MINIMUM COVER -OF 2 INCHES ABOVE ~ND BELOW CONDUIT. LOCATE ACCURATELY AND SF.CURE IN-PLACE INSERTS, A~ICHOR BOLTS, TIES, DOWELS, ArlD MISCELLANEOUS PLATES BEFORE POURING. INSTALLATION, a. GENE~AL, 1. ALL CONCRETE SHALL BE FREE FROM DEFECTS, AND SHALL CONFORM TO THE SHAPE:;, DIMENSIOelS AND FINISH GRADE ELEVATIONS AS INDICATED JN THE PLANS. 2. ALL EXPOSED SURFACES SH~LL BE FREE FROM JOINT AND POUR LINES AND SHALL HAVE A UNIFORM TEXTURE. All CONCRETE SHALL CONFOm1 TO THE TEXTURES AND FINISHES AS CALLED FOR IM THE PLANS. 3. 4, 5- 6. WHEN CURING COMPOUNOS ARE USED, ADJACENT SURFACES SHALL BE PROTECTED BY CONTRACTOR FROM OVERSPRAY. ALL WALKS SHALi. DRAIN Af A MINIMUfi OF 1% cnoSSFALL, OR AS NOTED ON Te!E PLANS. CONCRETE PADS IN FROr!T OF BUii.DiNG ENTRY SHALL BE FINISHED TO A GRADIENT NO GREATER THAN 2% TO A POINT 60" OUT FROM THE FACE OF THE BUILDING PER TITLE 24 CALIFOfiNIA STATE HANDIC.~PPED CODE. CROSS PITCH Ori ALL WALl:ING SURFACES SHALL ~JOT EXCEED 7, VERIFY SHAPE, HEIGHT AMD LOCATION OF EXISTING STOOPS AND NOTIFY OWNER'\ REPRESENTATIVE OF ANY DISCREPAMCIES. 8. OWNER'S R~PRESENTATIVE SHALL AµPROVE ALL FORMIMG PRIOR TO POURING OF C01'CllETE. b. CONVEYING, 1. WITH EACH LOAD, PROVIOETICKET CERTIFYING THE MATERIALS AND QUANTITIES AS W[Ll AS COMPLIANCE WITH THE APPROVED MIX DESIGN. c. REINFORCING, 1. INSTALLATION OF REINFOR:EMENT SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL ENGINEEP /\~ID/OR PROJECT STRUCTURAL ENGINEER. d. CONSTRUCTIOfl JOINTS, 0. 1. EXPANSION AND KEYED JOl~TS, a. AS SHOWN ON DRAv/lNGS, BUT GEMERALLY AT 20 FEET ON CENTERS FOR FLA TWORK AND 15 FEET ON CENTERS FOR CURBS. 2. CONTROL JOINTS: GENERAL, AS SHOWN ON DRAWINGS, BUT GEflERALL Y AT 5 FEET ON CENTERS BOTH W). VS. LOCATE BETWEEN EXPANSION JOINTS WHERE POSSIBLE, DO NOT USE AS SUBSTITUTE FOR EXPANSION JOINTS. USE Oi'ILY ONE OF THE FOLLOWING METHODS, a. SAWCUT JOINT, SA'NCUT ONE-THIRD DEPTH OF SLAB MINIMUM IMMEDIATELY AFTER SLAB HAS ATTAINED ITS INITIAL SET. 6. TOOLED JOINTS AND EDGES, JOINTS SHALL BE TRUE TO LINE AND PROFILE. TOOLING SHALL BE DONE WHILE CONCRETE IS PLASTIC, TOOL JOl~lTS AFTER BROOMING, c. JOINTING TOOL, SHALL BE z INCHES WIDE AT SURFACE, TAPERED, WITH TOP EDGES ROUNDED TO 1/ 4 INCH RADIUS. d. TOOL OR OTHERWIS[ FORM GROOVES IN HA~IDICAPPEO RAMPS IN ACCOROAflCE WITH DRAWINGS AND TITLE 24 REQUIREHEMTS. ,. COLD JOINTS, GENERAL, CONCReTE CONSTRUCTED FROM THESE PLANS SHALL MEET ALL ENGIIIEER'S OR ARCHITECT'S WALKS, DRl'IEWAYS, CONCRGTE D;CKS AND PADS, TOPS OF CURBS, ETC. FLUSH UNLESS OTHERWISE NOTED ON PLANS. INTEGRAL COLOR CONCRETE, 1. INTEGRAL COLOR FOR COIJCREn; SHALL BE AS SPECIFIED OM PLANS. 2. USE OF AN ADMIXTURE SHALL NOT RELIEVE THE CONTRACTOR OF THE DESIGNATED CONC'lETE STRENGTH fiEQUIREMEl,TS. 5, WALLS: f. FINISHING, 1. WHILE THE SURFACE IS STILL PLASTIC, PROVIDE A TEXTUfJED FINISH AS REQUIRED BY THE DRAWINGS, OR AS DIRECTED BY OWNEfl'S REPRESEHTATIVE. 2. RETARD ER FINISH, APPI.Y TOPCAST RETARDER IN ACCORDANCE WITH MANUFACTURER'S lflSTRUCTIONS. USE TOPCAST PRODUCT CALLED OUT ON THE PLANS g. CURING AND SEALING, 1. SEAL CONCRETE SURFACES WITH A~I APPROVED SEALER. h. FIGLD QUALITY CONTROL, 1. INSPECTION, REQUEST REVIEW BY OWNEf1'S REPRESEriTATIVE OF EACH OF THE FOLLOWl~IG ITEMS PRIOR TO CONTINUING WITH THE WORK, LA '/OUT FORMING SUB-GRADE PREPARATION A~ID REINFORCING STEEL INSTALLATION. CONCRETE Flt·IISHING ,, ADJUSTING, 1. REMOVE CONCRETE PA'llflG WHICH IS DAMAGED, NOT TRUE TO LINE AND PLANE, NOT PROPEflL 'I FINISHED, AND NOT PITCHED TO DRAIN. SUCH WORK SHALL BE REMOVED AND REPLACED TO THE REQUIREMENTS OF THIS SECTION. j. PATCHING, 1. PATCH CRACKS, ROCK POCKUS, AND HONEYCOMI.\S AS DIRECTED BY ARCHITECT, OR REPLACE CONCRETE TO PROVIDE UNIFOllM QUALITY AHD APPEARAMCE. k. PROTECT101,1, 1. PREVENT TRAFFIC ON SURFACES OF CONCRETE PAVING FOR A PERIOD OF 3 DAYS. PROVIDE. MAINTAIN AND 11EMOI/E BARRICADES AS REQUIRED. A, GENERAL: 1. ALL CO~ISTRUCTION AND WOR~S'1ANSHIP SHALL CONFORM TO THE CUR[lEMT EDITIOrl OF THE UNIFORM BUILDING CODE. 2. ALL MASONRY BLOCK COUR%S 1-0R RETAINING AND FREESTANDING WALLS SHALL BE .SET LEVEL, COMTRACTOR SHALL RESOLVE ALL DISCREPArlCIES PHIOR TO COMMENCEMENT OF WORK. 3. ALL MASONRY BLOCK SHALL BE REINFORCED GROUTED SOLID MASONRY UNLESS NOTED OTHERWISE. GROUT SOLID ALL CELLS WHICH CONTAIN 1,EBAR, BOLTS, ETC, GROUT SOLID ALL CELLS BELOW GRADE, ALL REINFORCEMENT, BOLTS, ETC. IN MASONRY SHALL HAVE A MlellMUM GROUT COVrnAGE OF 3/ ,1". 4. CONTRACTOf, SHALL BE RESPONSIBLE FOR BACKFILLING ALL WALLS TO GRADES PER PLArl, Fl~IISH GRADING FOR RUNOFF SWALE BEHIND ALL WALLS, PEllFORATED DRAIN LINES COMPLETE, WATERPROOFIMG ALL WALLS BF.LOW GRADE AND ALL EXCAVATION NECESSARY FOfl THE EXECUTIOM OF MASONRY WORK. RF.LATIVEL 'I NON-F.XPANSIVF. FILL SHALL BF. USED IN BACKFILLING BF.HIND WALLS. ALL RETAINING WALLS SHALL BE ADEQUATELY SHORED DURING THE BACKFILL OPERATIOM. 5-WALL FOOTl~IG SIZE, SHAPE, REINFORCEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS. 6. TOP OF WAL.LS SHALL BE CONSTRUCTED LF.1/EL UNLESS OTHF.HWISE INDICATED ON PLANS. 1. WALLS SHALL BE INSTALLeD PfllOR TO WALK INSTALLATIONS. B. PLASTE;R 1. ALL Pl.ASTER Fl~IISHES, TEXTURF.'.i AND COL.ORS SHALL MATCH REFERENCED ARCHITECTURE UMLESS OTHG,WISE NOTED ON PLANS OR AS DIRECTED BY OWHER'S REPRESF.flTATIVE. APPLY A SAMPLE ARF.A Fl~IISH PLASTER COAT OF 4' X 4' FOR OWNER APPROVAL PRIOR TO PROCEEDING WITH BALANCE OF PLASTER WORK. 2. APPLY A NON-YELLOWING WATER SEALEJ, TO ALL PLASTER SURFACES AS APPROVED BY THE OWNER'S REPRESENTATIVE. C. MORTAR JOINTS: 1. ALL MORTAR JOINTS SHALL BE PORTLAND CEMENT·· LIME MORTAR TYPE'S' AND CONFORM TO THE LATEST ASTM STAHDARDS, z. ALL VISIBLE JOl~ITS SHALL elOT EXCEED 1/2''. METALS: A. GE;NERAL: 1. ALL CONSTRUCTIOfl AND WORKMANSHIP SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDIHG CODE. 2, McTAL WORK SHALL BE FREE OF DEFECTS WHICH IMPAIR STRENGTH, DURABILITY AND APPEARANCE. 4. PROTECT ALL DISSIMILAR METALS FROM GALVANIC CORROSION BY PRESSURE TAPES, COATINGS OR ISOLATORS. B. ORNAME;NTAL IRON FENCES: 1. ALL FENCING AS SHOWN ON THE PLANS AND DETAILS IS INTENDED TO MEET THE MINIMUM STATE AND LOCAL CODES. ALL CONDITIONS THAT DO NOT CONFORM SHALL BE BROUGHT TO THE OWNER REPRESENTATIVE'S AND LANDSCAPE ARCHITECT'S ATTENTION PRIOR TO FABRICATION AND INSTALLATION. 2. ALL TUBULAfl STEEL FENCE MEMBERS TO BF. GAUGE 13 UNLESS OTHERWISE NOTED ON PLANS 01, DETAILS. 3. CAP ALL EXPOSED EelDS OF TUBULAR STEEL WITH A METAL CAP. 4. ORNAMENTAL IRON FF.elCF., POSTS, HAf<DWARE AND ACCESSORIES SHALL BE HOT DIP GALVINIZF.D AFTErl FABRICATIO~I IN COMPLIAflCE WITH ASTM SPECIFICATIONS AS APPLICABLE. LANDSCAPb ARCHITbCTS 5835 Avenida Encinas, Suite 121 Carlsbad, CA 92008.4430 t 760,602.0144 6. 7, f 760,602.0388 Project. .............. , ........... , .. , ............... 13,o65 www.lNTSGRATION-DSSIGN.com Sc111e ... 4••·· ...................... _................. n/a s. ALL GALVANIZING SLAG SHALL BE REMOVED F-ROM METAL SURFACES PRIOR TO APPLICATIOcl OF ANY FINISH COATIHG. ALL METAL SURFACES IHCLUDING ORNAMENTAL FE~ICE, POSTS, HARDWARE, AND ACCESSORIES SHALL BF. CLEANED WITH 'OAKITE' •14LTS THREE-STAGE SPRAY PRODUCT OR EQUAL IN STRICT ACCORDANCE WITH FACTORY PROCEDURES AND MANUFACTURF.R'S INSTRUCTIONS. 6. WHERE FENCING IS LOCATED ON A SLOPE, RUN ALL HORIZONTAL RAILS PARALLEL WITH THE ADJACENT SURFACE OR GRADE UNLESS OTHERWISE NOTED ON PLANS OR DETAILS. 7, rnECT PLUMB, STRAIGHT. TRUE ArlD ACCURATEL 'I FIX IN PLACE, BRACE, REINFORCE, AND ANCHOR lt·I PLACE, REMOVE SPLATTER AND GRIND ALL FIELD W[LDS SMOOTH. u. AFTER ERECTIOrl, CLEAN OFF ALL RUST, SCALE AND OIL. CLEAN f:IELD WELDS, BOLTS AND ABRADED AREAS. SPOT PRIME ALL WELDS WITH 'TNEMEC' ZINC PRIMrn 1c90-97, LEAVl~IG ALL SURFACES RF.ADY TO RECEIVE FINISH COATS. 9, APPLY INTERMEDIATE COAT OF 'TNEMEC HI BUILD EPOXOLINE II' •N69 TO ALL GALVANIZED AND SPOT PRIMED METAL SURFACES TO ACHIEVE 3.0-5.0 DRY FILM THICKNESS. APPLY PER MANUFACTURER'S INSTRUCTIONS. COLOR TO BE DIFFERENT THAN FINAL FINISH COAT. 10. APPLY FINAL OF 'TNEMEC ENDURA-SHIELD POLYURETHANE' WITH 'TNEMEC U.V. BLOCKER' 11,14-600 TO ALL EXPOSED METAL SURFACES TO ACHIEVE 3.0· ,i.o DRY FILM THICKNESS. APPLY PER MANUFACTURER'S INSTRUCTIONS, FOR LOW SHEE~l USE 'TNEMEC ENDURA-SHIELD', 11175, FOR GLOSS USE 'TNEMEC ENDUflA-SHIELD 11' 111074, OR FOR SEMI-GLOSS f:INISH USE 'TNEMEC ENDURA SHIELD II' •1075, SEE PLAMS FOR COL Oil AflD FINISH. CARPENTRY: A. GENERAL: 1. ALL LUMBER SHALL BE AS SPECIFIED ON THESE PLAMS. LUMBER SHALL BE GRADE MARKED AMD SHALL CONFORM WITH THE STANDARD GRADING AND DRESSING RULES OF THE WEST COAST LUMBER INSPECTION BUREAU, OR THE CALIFORNIA REDWOOD ASSOCIATION, 2. ALL NON-VISIBLE STRUCTURAL LUMBER SHALL BE STRAIGHT AND TRUE WITH MINIMUM AMOUNT OF l(NOTS AND OTHER DF.FECTS, AMD SHALL BE REASONABLY DRY, AND SHALL BE PRESSURE TREATED DOUGLAS FIR UNLESS OTHERWISE STATED. VISIBLE PORTIONS OF WOOD CONSTRUCTION ITEMS SHALL BE STRAIGHT AND TRUE, REASONABLY DRY, KNOT FREE, ANO SHALL BE REDWOOD UNLESS OTHEflWISE STATED. 3, AI.L NAILING SHALL CONFORM TO THE UNIFORM BUILDING CODE NAILING SCHEDULE, HOT-DIP GALVANIZED NAILS SHALL BE USED FOR ALL NAILING, FINISH NAILS SHALL BE USED FOR ALL EXPOSED JOINTING AND MITE!,ED CORNERS. 4. ALL WOOD SHALL BE FREE OF HAMMER MARKS AND BENT NAILS. MASK OFF VISlflLE WOOD WHEN INSTALLING CONCllETE WORK AS APPLICABLE. 5. PRE-DRILL ALL LAG BOLT HOLES TO PREVENT WOOD SPLITS. 6. NAILS, BOLTS, AND WASHERS ARE TO BE HOT-DIPPED GALVANIZED UNLESS OTHERWISE NOTED. 7, GALVANIZED McTAL FASTENERS SHALL BE USED AT ALL CONNECTIONS BETWEEN BEAMS AflD POSTS, RAFTERS AelD LEDGERS, POSTS AND FOOTINGS (UNLESS FLAGPOLED), UNLESS NOTES O~I THE CONSTRUCTION DETAILS REQUIRE THEIR OMISSION. a. METAL FASTENF.RS SHALL BE GALI/ANIZEO AelD PAINTED TO MATCH ADJACENT WOOD. PRIOR TO PAINTl~IG, GALVANIZED MATERIALS SHALL BE TflEATED WITH "GALVA-WASH" (OR EQUIVALENT). AS PER MANUFACTURER'S SPECIFICATIONS. UNLESS OTHERWISE STATED, ALL HARDWARE SHALL BE GAL VAfllZED. ?. DO NOT BUILD OVEllHE/\D PATIO STRUCTURES UNTIL ROUGH GRADE HAS BEEN ESTABLISHED AND COMPLETED. B. PAINTING/STAINING/PRESERVATIVES: GENEllAL, ALL STAINlt·IG, PAINTING AND PflESERVA TIVES SHALL BE EVEN AND FREE OF RUNS AND STREAKING. 1. PAINTING METAL, 2. 3. a. ALL EXPOSED METAL SURFACES DESIGNATED AS BEING PAINTED SHALL RECEIVE TWO (2) COATS OF SPECIFIED PRIMERS AND TWO (2) COATS OF 'At~GRITONE' •800 INDUSTRIAL OIL BASE PAINT. SEE PLAM FOR COLOR. STAl~IING WOOD, a. ALL WOOD DESIGNATED AS BEING STAINED SHALL BE UNIFORMLY COATED TO THE SATISFACTION OF THE OWNER WITH SPECIFIED STAIN OR APPROVED EQUAL. CONTRACTOR SHALL STAIN O~IL '1 EXPOSED SURFACES, SEMI-TRA~ISPARENT STAINS SHALL NOT Be APPLIED TO THE POINT OF BEING OPAQUE. WOOD SHALL rlOT BE ' 0. PRIMED, STAINING, ALL WOOD (FENCES, OVF.RHEADS, BENCHES, £TC.) SHALL BE STAINED TO MATCH BUILDING TRIM. VERIFY ALL STAIN TYPES AND COLORS WITH OWNER'S REPRESENTATIVE'S PRIOR TO CONSTRUCTION, DO NOT PRIME OR PAINT STAINED WOOD. WOOD PRESERVATIVES, "· APPLY "WOOD LIFE' (OR APPROVED EQUAL) ACCORDING TO MAMUFACTURER'S RECOMMENDATIONS TO ALL VISIBLE REDWOOD UflLESS OTHERWISE STATED. GUARANTEE: A. GUARANTEE: 1. ALL CONSTRUCTION WORK SHALL BE GUARANTEED AGAINST ALL DEFECTS OF WORKMANSHIP AND MATERIALS, INCLUDING SETTLING OF GRADED AREAS, FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE (COMPLETION) BY OWrlER. THE CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE ON HIS LETTERHEAD AT THE TIME OF THE FlflAL INSPECTION. 2. THE CONTRACTOR SHALL PROVIDE THE OWMER THE WRITTHI GUARANTEE 01'1 ALL 'SUPER-KREH? PRODUCTS, APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUil T" TITLE EXP. DATE REVIEWED BY: INSPECTOR DATE ~~:r~3 : ~~:!!~~::~~tal [sHEEl7 CITY OF UARL~BAD ""o=5:.cM..:.a::.rl.cc4+--kk=--+--T-h-lrd-Su_b_m_:_itt""o-l --------,---t----,---t------J ~ PLAMNIN G DI YI SI ON 1-------+---+-~----=--=-~-------ir---t----,r---t----i 23 Apr 14 kk Fourth Submittal LANDSCAPE IMPROVEMENT PLANS FOR, 05 May 14 kk Final Approved ZEPHYR COURT SU6D1VISION a developm11r1t by DAVIDSON COMMUNITll:S Londacape Con1tructlon Spodflc:otlona 1---+---t-----------+---+--+---+---, 1-AP_P_RO-VE_D_: _;t;1-=J'--'-\~U('--'-,-=~-'-'~=:.£J='tt:.____ .PLANNING DA TI INlllAL DATE INITIAL DESICNm OF WORK REVISION DESCRIPTION DTIIER APPROVAL DAYE INITIAL CITY APPROVAL DWN BY: __ _ CHKD BY: ~-- RVY/D BY: PROJECT No. CT03-06 DRAWING NO. 434-9M L.-----...,...------,----,-..,,..,..,,,--,,.=,...,.,.,~----------------------------------------------1.-------------------------------------------------------' ' C:\DRA'.'11MG rl!.€S\IIILE 5HEEl:,\CLSS-!P.DWG HEV1SED: 5/!5/2012 ~ Mainline 6' B.O.G. I_ ____ _ I ; I 5' a "' I Measurements start at end of wall :_:· -'~i, -:_::;:-[ ;~;\.'ib',i;:f; _;- Lot 1 3/4" Putable Water Meter 1" Service Line Meler81St80'1+6·136 Qj7~ EBI Meter Elev. -374' -0--3·- Pressure -78 PSI v Set Regulator -60 PSI -.:1 ··-·1 Lot 2 3/4'' Potable Water Meter 1" Service Line Meter at Sta. 02+14.23 Meter Elev. -374' Pressure -78 PSI Set Regulator -60 PSI 4 Station Controller f l '" (/: Lot 3 314" Potable Water Meter ·t" Service Line Meter at Sta. 03+09.0fJ Meter Ele11_ -373' Pressure -77 P-SI Set Regul21lor -GO PSI 9 Station Controller PiPE SIZING -------±!:--- ,TT" ---~--- 314" PIPE 1" PIPE 1 1/4" PIPE 1 112" PIPE 2" PIPE 2 ·J/2" PIPE 3" PIPE 4" PIPE 6" PIPE 8" PIPE 1 114" SLEEVE -1 1/2" SLEEVE 2" SLEEVE 2 1/2" SLEEVE 3" SLEEVE 4" SLEEVE 6" SLEEVE 8" SLEEVE ·12" SLEEVE SLEEVING CHART -1-8 WIRES 9-16 WIRES 17-26 WIRES 27-38 WIHES 39-54 WIRES 55~ 100 WIHES ·Ioo+WIRES NIA NIA ·J/2" PIPE 3/4" PIPE 1" PIPE ·1 114" PIPE ·1 112" PIPE 2" PIPE 3" PIPE 4" PIPE 6" PIPE SYlvlBOL APPROVED !=OR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION 01= PLANTING AREAS EQUIPMENT LEGEND : ON-LOT SYSTEMS ONLY MANUFACTUHER I MODEL NUIVIBEH RAIM BIRD ASV-LF-075 SE HIES 'LOW FLOW ANTI-SIPHON VAL VE (0-5 GPM) + HBY075MPTX FIUER , HAIN BIRD 075-ASVF SERIES /\NTl"SIPHON VALVE (5 GPM AND GREATER)+ RBY075l\JIPTX FILTEH SIZE DETAIL 3/4" A, Ll-4 -------i i 8, Ll-4 FEBCO MODEL 710J7·J5 BRONZE ATMOSPHERIC VACUUM BREAKEH LINE SIZE ----------------------------------- RAIN BIRD XACZ-075-PRF 'LOW FLOW DHIP ZONE KIT WIPRESSUFlE REGULATING FILTER --------------------------+-----• I C, Ll-4 3/4" !----------;------------------------------------ [M! •--------- NOT SHOWN iCi ---------- 1TJ .. ----------- LOT WATER METEH (POTABLE)-SEE POINT OF COelNECTION NOTE ON PLANS ' r ----------------------------- NIBCO T-580-70 TWO-PIECE BRONZE BALL VALVE -FULL PORT '3/4" ------~----, I D, Ll-4 1" NIP, ---------+-----+----j HONEYWELL BRAUKMANN 0305 'DIAL SET' SEHi ES PRESSUHE HEGULATOR -SET PER PLAN I ----------------------- D, Ll-4 : UF DIRECT BURIAL CONTHOL WIHE WITH WATERPf,OOF CONNECTIONS_ --+---1-_~-_ GA UF E. Ll-4 IRRITROL KDx-lNT 'KWIJ<-DIAL' AUTOMATIC IN-DOOR WALL MOUNT CONTROLLEH 4/fj/9/12 x ~ NUMBEH OF STATIONS REQUIHED BASED ON EACH LOT -SEE PLANS STATION ------------~-----+---------------------------------- F. Ll-4 IRRITROL CL--WO-WIF,ELESS ET SENSOR NIA G, Ll-4 ---------------------------- SCH 40 PVC CONSTANT PRESSURE IRRIGATION MAINLINE -SEE'' NOTE BELOW i H, Ll-4 ·--::-.-__ -_______ C_LA_S_S __ -2-00-P--VC NON-PHESSURE LATERAL _LI_N_E ___ S_E_E __ -".-e-lO_T_E_B_E_L_O_W _______________ -----1 CHA HT SIZE 1----------- H, Ll-4 I Ll-4 I, Ll-4 SCH 40/SCH 80 PVC PIPE SLEEVE -EXTEND 6" PAST EDGE OF HARDSCAPE -SEE' NOTE BELCJW . CHAFn 3IZE -------------------- SCH 40/SCH 80 PVC WIHE SLEEVE -EXTEND 6" PAST EDGE OF HARDSCAPE -SEE ' NOT!.' B!'LOW CHAFn SIZE --------+------j 17mm BARG I .J, U-4 ----------------------------------------+------+,-- -----------·•~-.--· _---·---~:----~--·---~~~¢{~~i~~vI~:1 ~x~TE~~~;~~~V~T~81I~~E~;~~ ;~~~~~~L1~~~-;~~-~~YT~.~~ 6~~~~.'.:'~."'-----~·--"-~~-15-c_.""' .. ------------------------- NETAFIM TLSOV MANUAL FLUSH VALVE FOR DRIP LINE SYSTEMS will be required for any mainline installations located within the street right-of-way. Contr:':ldor shall obtain :c.11/ necessary F.ncroc1chment Permits prior to be9inning work. i l~"l . """'"---. -" ------~-- SPRINKLER LEGEND : ON-LOT SYSTEMS ONLY --... ., -..... . --- FLOW-GPM l Pop-ups shall b8 ,used in the ''rigt1t-of-way and \wherever within 1 O' ;of any hcirdscape, 'turf, or other area :]where pedestria11 traffic may occur ::1. POINT OF CONNECTION INFORMATIO~I WATER TYPE -POTABLE SERVICE LINE -2" METER SIZE -1 1/2" IVIETEf, LOCATION -STA 33+88 09 ,-·! . ' i ' PIPING BETWEEN METER AND RIP DEVICE -TYPE 'I(' COPPER BACKFLOW PREVENTER SIZE -·J" PRESSURE REGULATOR -NIA MASTER VALVE -1 112" FLOW SENSOR -·\" FERTIGATION UNIT -10 GALLON MAXIMUM DEMAND -17 GPM HGL -550' METER ELEVATION -375' STATIC PRESSURE AT METER -7~.8 PSI CONTROLLER INFORMATION NUMBER OF VALVES -34 CONTROLLER SIZE -36 STATION ET SENSOR -RAIN BIRO 'ET MANAGER' AS-BUil T LEGEND QC. QUICK COUPLER PB. PULL BOX F.H. FIRE HYDRANT LP. LIGHT POLE B.\J. BALL VALVE B.O.C. BACK OF CURB B.O.F. BACK OF FENCE B.0.R BACK OF ROAD B.O.W BACK OF WALK '"' BALL VALVE SYMBOL 4l DRIP VALVE SYMBOL ~ CONTROL VALVE SYMBOL • QUICK COUPLER SYMBOL -· --MAINLINE i!!l METER lllel BACKFLOWPREVENTER ll'lJ MASTER VAL VE IEfil FLOW SENSOR ~ CONTROLLER : POINTOF CQNNECTIQN (QN,LQ_I_S'r'§TEcl'JISj MAl(E IRRIGATIOel POINT OF CONNECTION INTO POTABLE WATER SERVICE LINE DIHECTLY DOWelSTHEAM OF LOT WATER METER VERIFY EXACT LOCATION IN THE FIELD AND ADJUST AS NECESSAHY. INSTALL BALL VALVE AT POC FOR IHRIGATION SYSTEM ISOLATION. INSTALL PRESSURE REGULATOR WITH BALL VALVE (IN SAME BOX) ANO SET TO 60 PSI EXTEND 1" SCH 40 PVC MAINLlrJE FROM POC TO VALVE LOCATIONS. LOCATE VALVES BEHIND FENCE I GATE AS POSSIBLE TO MINIMIZE VISIBILITY. ALL FINAL VALVE LOCATIONS TO BE APPROVED IN THE FIELD BY THE OWNER OR AUTHORIZED REPRESENTATIVE. MAXIMUM DEMA~ID FOR ON-LOT SYSTEMS IS ABOUT 8 GPM STATIC PRESSURE For; EACH LOT IS NOTED. ALL LOTS WILL REQUIRE A PHESSUHE REGULATOR. THE STATIC PHESSURE IS CALCULATED FHOM THE H.G.L. OF 550' FOR THIS SERVICE AHEA. CONTRACTOH SHALL VERIFY STATIC PHESSURE AT METERS PRIOH TO START OF WOHK AND NOTIFY THE LANDSCAPE AHCHITECT IN WfllTING IIVIMEDIATEL Y IF A DISCREPANCY IS FOUND DO NOT PROCEED WITH ANY IRRIGATION INSTALLATION WORK UNTIL ANY Af\J0 ALL WJ\TEH SUPPLY AND PRESSUHE ISSUES HAVE BEEN RESOLVED CONTROLLER (ON-LOT SYS_TEM:S) INSTALL IHRIGATION CONTHOLLER IN GARAGE AS SHOW~! FINAL CONTROLLER LOCATION TO BE APPROVED IN THE FIELD BY THE OWNER OH AUTHORIZED REPHESHITATIVE. THE IRHIGATION CONTflACTOR SHALL COOHDINATE -I2ov AC POWER TO THE FINAL CONTROLLEH LOCATION WITH GENERAL CONTRACTOH AND/OH ELECTHICAL CONTRACTOR AS NECESSARY, AND PAY ALL ASSOCIATED COSTS. THE IRRIGATION CONTRACTOH SHALL MAKE ALL FINAL CONNECTIONS PER LOCAL CODES MOUNT, GHOUND. AND WIRE ALL THE CONTROL EQUIPMENT PEH THE MANUFACTURER'S DIRECTIONS. THESE PLANS, AND PER ALL LOCAL CODES INSTALL ET SENSOH MODULE WITH CONTHOLLER PER THE MAMUFACTURER'S DIHECTIONS. LOCATE ET SENSOR OUTSIDE THE GARAGE. THE ET SENSOR IS WIHELESS AND WILL NOT REQUIRE ADDITIONAL WIRING. FINAL ET SENSOR LOCATION TO BE DETERMINED IN THE FIELD, FOLLOWING THE MANUFACTUHEF,'S DIRECTIONS FOH LOCATION AND APPROVED BY THE OWNER OH AUTHORIZED REPRESENTATIVE SLEEVl['JG (Q_f\J_-:~QJ_$'{STFMS) VEN FOR ,RAPHIC MAINLINE AND WIHE THAT RUN UNDER THE DRIVEWAY SHALL BE SLEEVED AS NOTED Ofl THE PLANS. INSTALL OHIVEWAY SLEEVES E LOTS THAT DO NOT HAVE ON-LOT lfmlG/HION VAL\/E OR LATERAL LINES MAY BE SHOWN RUNNING THHOUGH HOUSE; THIS IS FOR G CLARITY O~ILY. INSTALL ALL IHHIGATION EQUIPMENT IN ADJACENT PLANTED AREAS EXCEPT WHERE SLEEVING IS SHOWN ON THE P PIPES AND WIRES THAT MUST RUN UNDER HARDSCAPE TO BE SLEEVED IM PVC SLEEVES PER LEGENDS, NOTES, AND DETAILS. LANS. ALL DRIP_LINF SYSTFMS (ON-LOT SYSTEMS) S PER THE IHHIGATION SHEETS Ll-1 IHRIGATION PLAN I ON~LOT LEGENDS I ON-LOT NOTES Ll-2 IRRIGATION PLAN I HOA LEGENDS I HOA NOTES Ll-3 IRRIGATION PLAN/ HYDROZONE INFO TABLE IRRIGATION DETAILS Lt-5 IHRIGATION DETAILS Ll-6 IRHIGATION DETAILS Ll-7 IRRIGATION DETAILS Ll-8 PRESSURE LOSS CALCS I WATER BUDGET CALCS I IRRIGATION SCHEDULE GUIDELINE Ll-9 IHRIGATION SPECIFICATIONS DETAIL SYMBOL MANUFACTURER-MODEL NUMBER NOZZLE RAD PSI ! Q T I H ' F SHRUB HI-POP SPRAY HEADS WITH HUNTER MP800SR MP HOTATOR NOZZLE, Pf,ESSUHE REGULATION AND CHECK VALVE --I i ! iJ ~ m 1~: 1 HUNTER PHOS-·I2-PRS30-CV MPBOOSR 6' 30 : 0.-13 i .09 0 26 0.47 ' ' -----+-! ' ------I ---, e_'.~1 [j L_:j i~j I HUNTEH PHOS-12-PHS40-CV MP800SR [ 8' 40 i 0.'17 .22 0 33 0.66 I F, Ll-7 LJ LJ u 1_~] HUNTER PHOS-12-PRS40-CV MP800SR -JO' 40 ! 0.23 .34 0.42 0 78 ; I ---------' I -• '= HUNTER PROS-·I2-cv MP800SR 12' ' 40+ ! 0.28 49 0.50 098 ~ ~ ~ 1~: I ! . SHRUB FIXED RISER SPRAY HEADS WITH HUNTER MP800Sf, MP ROTATOH fJOZZLE MJD PRESSUHE REGULATION ---... -------- I -'· ,-HUNTER PROS-OO-PRS30 MP800SH 6' 30 0.13 .09 0.2'3 0.47 "f-V "'' ' --------------------------------- ~l ~?' ~ '\}/ HUNTEH PROS-OO-PRS40 • MP800SH 8' ' 40 0.'17 .:/2 0.33 0.66 -----_T ______ -------G, Ll-7 . . \•-✓ HUNTER PROS-OO-PRS40 MPBOOSR -io· 40 0.23 "'' 0.42 0.78 \! 'I/ \/ ··/ i .• J---, J ------+-··--·---·-··--i-' --------.. ,L .cc:, --, ~l ' HUNTEr, PROS-00 : MP800SH i -12· I 40+ 0.28 .49 0.50 0.98 -./ ,.,. '1 \1 ! A --=-· -'"' " ~~-·=· ..... -, =-·- --1-. . . ----~~-. --·'' ---,..,. - SPRINKLER LEGEND : ON-LOT SYSTEMS ONLY FLOW-GPM DETAIL SYMBOL MANUFACTUF,ER I MODEL NUMBEH NOZZLE RAD PSI ---- Q T • H I 210" j TQ F --·-·---- ---·-·- ,_ __ .. __! ~v - - A 8. C D. SHFWB HI-POP SPRAY HEADS WITH HUNTER MP ROTATOR NOZZLE, PHESSUHE FlEGULATION ANO CHECK VALVE ---- : MP·JOOOT-90-210 • ---I HUNTEH PROS-06-PRSJO-CV ' MP·IOOOT-2-iG-270 ! fJ'-12' 30 ! 0. "!rj i 0.2-1 0 32, 0 37 0.48 ' ' ' ' ------ i MP2000T-90-210 i i HUNTEH PHOS-06-PHS40-CV B'-17' 40 I 0.3] : 0.42 0.63 0.74 ! 0.95 I MP2000T-210-270 I . i SHRUB FIXED RISER SPHAY HEADS WITH HUNTER IVIP ROTATOR NOZZLE AND PRESSUHE REGULATION --------·-------··---------1 -------- I ~;~To;1 ! o.32 ! o.37 I 04u' I MPiOOOT-90-210 HUNTER PROS-OO-PRS30 : ! MP·IOOOT-210-270 I : j MP2000T-90-2-JO I i HUNTER PROS-OO-PRS40 ! --. . --! MP2000:r_-210-270 SLEEVES UNOEH HOADS TO BE SCH 80 PVC . 6" DIA OH LESS 36" COVER, GREATER THAN 6" DIA 48" COVER SLEEVES FOR PHESSUHE MAINS TO BE SCH 40 PVC · LESS THAN 3" -18" COVER. 3" TO 5 112" -24" COVEH, 6" OR GREATEH -36" COVER MINIMUM PIPF COVFRAGF PHESSIJRE LINES -LESS THAN 3" IN DIAMETEf\ -·18" COVEH -3" TO 5 112" IN DIAMETEH -24" COVER ~ 6" OR GREATER IN DIAMETER~ 36" COVER LATERAL Llr,JES: 12" COVER SLEEVES UNDER ROADS -6" OH LESS IN DIAIVIETEF1 -36" CO\/EH -GREATER THAN 6'' IN DIAMETEH -48" COVER SLEEVES UNDER PAVING (NON-ROADS)· SAME AS 'A' ABOVE ' 8'-12' 30 ' I ' I 13'-17' 40 a.~: j 042_ a.63 I o.74 : o.95 1 I., . ------~--•,o ,,l.,.,. SttSl-lttTS SttSl-lttTS ' -i D. Ll-5 ! i E, Ll-5 '.-··=-:=,-.~ LC-3, Ll-3, LTP-3, & LSP-3 KEVMAP LC-2, Ll-2, L TP-2, & LSP-2 "AS BUil T" ~a~ ~Ul. ,fto<S 'JD J.;,,iJ TITLE #7 EXP. DATE NTS li 24" VVIDE PERIMETEF,S ADJACENT TO HARDSCAPE SHALL BE IRHIGATED WITH DRIP LINE IRRIGATION. INSTl,LL ALL DRIP LINE SYSTEM MANUFACTURER'S DIRECTIONS AND HECOMMENW\TIONS CONTRACTORS NOT FAMILIAF\ WITH DRIP LINE SYSTEM leJSTALLATION SH CONTACT THE MANUFACTIJHER'S REPHESENTATIVE PRIOR TO START OF WORK FOR ON-SITE PRODUCT AND INSTALLATION TRAININ ALL G. STATION Ii-@ FLOW (GPM) -__ , _ --·· VALVE SIZE STATION#--@ FLOW (GPM) -~ 12 EB REVIWY: j -C:r=: £:,ll__,,-tt CONTACT BILL MILLVVARD AT 95·1-287-4630. Underground Service Alert CALL TOLL FHEE: '1-800 227-2600 TWO WOHKING DAYS BEFOHE YOU DIG INTEGRATION @liiiillii laal .· . D!;SIGN STUDIO LANDSCAPE ARCHITECTS 5845 Avenida Encinas, Suite 134 Carlsbad, CA 92008,4432 t 760.602.0144 I 7 60.602.0388 www.lNTEGRATION-DESIGN.com 11 Jon 13 kk , ~~SCAPe 22 Morl3 kk <;,"' "'1,9, 05Morl4 kk ff?'<; ,:,_.,,;.cl<. Brouw,,,_ ~ ,,, ~~" c;:,, 23Aprl4 kk ,,, " 3~ /thr.~ 05Mayl4 kk s1g~ture 19 Dec 16 kk 30 ov 19 22 Nov17 kk ~,w,ld~* -I< 12Dec17 ,._ 12 Dec 17 kk & 7a'i'e ~ ""r' o'<' e OF C/\lol< ProJect .............................................. 13,065 DATE INITIAL Scale .......................... ~ ............ H .. 1~.a20' DESIGNER OF WORK 0 10 20 40 /2"" f+-14 INSPECTOR I' DATE First Submittal I SH~ET I CITY OF CARLSBAD ~ Second Submittal Third Submittal PLANNING DIVISION 5 Fourth Submittal LANDSCAP~ IMPROV~ME:NT PLANS FOR, Final Approved ZEPHYR COURT SUBDIVISION Irrigation As-Builts a development by DAVIDSON COMMUNITIES Irrigation As-Builts landscape Irrigation Plan Irrigation As-Builts APPROVED: !01J; (-::,_ E;(l ~%--I 2--c +--\ 1 PLANNING DWN BY: I PROJECT NO. I DRAWING NO. OATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT03-06 434-9M ', ._ ________________________________________________________________________________________________________________________________________________________________________________________ _.::J C: \Dl'~AWING f"ILES\ TITLE SHEETS\CLSB -IP.DWG REVISED: 5/15/2012 ,- -ll' between Q.C. and A7 I r--l ii:T!, -•1. J i c:1· ' ' '--"'--.J 1Pt.;l/\l )-C~~~ _q;1 ,, i tn.---.),)'i.:7 .f 1 C,(--,_/)0.:.i() l 'j i-it_\i)" ~i_i(.l_~)(J '.• J __ ;2.,· Ma~n· Sleeve·'::: 1 '1/2'' Wire Sleeve 1 '' Service Line Meter at Sta. 06+09.2'! ------- 2" Main -Sleeve 11/2"-Wire Sleeve 4' between 8.0.1;. and iTiainline i ' i ,Ji·.·;, 'bJj \ 0. 0-' \ -/ ' A31 --------- 4 1" A24 17 • 1" =--.c= A23 1 ,E_1 ~j A22 -- ' 0 fl ~--~- A2'1 4 · 1" ,_-__ l APPROV£;:D FOR PLANTING AND IRRIGATION ONL V, INCLUDING PR!;CIS!; LOCATION OF PLANTING AR!;AS ---...... ..... _ .. ···-=~ -, ,,... "' ...,-::re::: . .,.,, =·= =•· ,, ...... -r• ,o· -. ., •• ---• ="' .. ,.,,, ...... ,-.--~,,-., . ·=·= SPRINKLER LEGEND • HOA SYSTEMS ONLY PSI FLOW -GPM DETAIL SYMBOL MANUFACTURER-MODEL NUMBER NOZZLE RAD ' r 0 T H i F SHRUB HI-POP SPRAY HEADS WITH HUNTER MP800SR MP ROTATOR NOZZLE, PRESSURE REGULATION AND CHECK VALVE ' -I - ! ---- :ii 111 !ill ifil: i HUNTER PROS-·I2-PRSJO-CV MP800SR 6' 30 0.13 09 0.26 IJ.47 ' l ' ~27033 ------- -'-17-i'i L:_ · c..:J L:.J &..J HUNTER PROS-12-PRS40-CV MP800SR 8' 40 i 0.66 ---~ F. U-7 - 34 j042 ~1r=?aU HUNTER PROS-12-PRS40-CV MPSOOSR -10· 40 1 ' 0.78 I --------------I I ~r"'-Ql~l HUNTER PROS-12-CV MP800SF, 12' ! 40+ 0.28 ! 49 ' 0 50 i 0.98 ' I , i!lla1 · 1 __ I I ' SHRUB FIXED RISER SPRAY HEADS WITH HUNTER MP800SR MP ROTATOR NOZZLE AND PRESSURE FJEGULATION -------------------- 'if t 'I'( ---------~ 6' 30 0.13 I .09 i 0.26 0.47 i HUNTER PflOS-OO-PRS30 MP800SF, ' I I ------------------------ ' ,,;7 '\~' \:' \fF HUNTER PROS-OO-PRS40 MP800SR 8' 40 0.17 I .22 ! 0.33 0.66 . ' ! -r----G, Ll-7 h \17 'v -,:'il 10' i 40 0.23 ' 0.42 0.78 ' \•< HUNTER PROS-OO-PRS40 MP800SR i .34 1 I ' 'i 'I ! ' ----------I ! 7 ~-'i1 ~,; HUNTER PROS-00 MP800SR 12' 40+ 0.28 I .49 0.50 I 0.98 ' I I ' ' TREE ROOT WATEHING SYSTEM BUBBLER -------------------------- i ' 0.25 GPM EACH H. Ll-7 . 0 RAIN BIRD RWS-M-8-C-1401 SERIES 1401 BUBBLER N/A i 30 ' ------i -----------_I __ --------I I -----I ----. TREES ON SLOPES ARE TO GET ONE (1) RWS PER TREE. TREES IN PARKWAYS/ STREET SCAPE TO GET TWO (2) RWS PER TREE. ,,_ ---' ·---. --» --. .. --" ---"~ ' -. -· '·" ----~-.~ . -·----=·· ' «- SPRINKLER LEGEND • HO/\ SYSTEMS ONLY SYMBOL MANUFACTURER/ MODEL NUMBER NOZZLE HAD PSI Q i T FLOW-GPM DETAIL H ! ?·10~ i TO i F SHRUB HI-POP HEADS WITH HUNTEFl MP ROTATOR NOZZLE AND CHECK VALVE ----------------! --------------- I --I ff_ -1 2' l 30--o _ 1 7 0 21 i O JJ037 0~ ' 7' ! HUNTER PROS-12-PRS30-CV MPCORNEF!T ' I ------ I' I HUNTER PROS-12-PRS30-C\/ MP1000T-90-210 8'-12' 30 , 0 16 , MP·IOOOT-210-270 i ----i -------I -~1P1000T-360 " --' 0 HUNTER PROS-12-PRS30-CV 8'-·12· 30 i : 0.65: t:.: I MPZOOOT-90-210 13'-17' ' 40 0.33 j 0.42 063 i°;~ r 095t--F, Ll-7 HUNTER PROS-12-PRS40-CV ; MP2000T-210-270 ; l -I ' r] HUNTER PROS-12-PRS40-CV I MP2000T-360 'l3'-17' ' 40 I I 1 1.27 i I i I --I I ----,--------------------~,------- ! fVIPJOOOT-90-210 -f I I ' ' I I i' I ! HUNTER PROS-12-PRS40-CV i IB'-27' i 40 · 0 74 1 05 1.58 j 1 84 : 2.37 i MP3000T-210-270 ! ' ' -------------------' -! ---: lc:TI I ' 1w-2r i I i HUNTEH PROS-12-PRS40-C\/ MP3000T-360 40 ! ~• ·15 I l ' I ! : ·...l. i SHRUB FIXED RISEf, HEADS \f\/lHI HUNTER MP ROTATOR NOZZLE -----I ----------s:_12-:-T-30 -I o.171-----: _ r,T ----- ---1 HUNTER PROS-OO-PRS30 fVIPCORNERT --------. --L I 1 0.16 ! 0.21 I o.32 MP1OOOT-90-2'I0 I HUNTEFi PROS-OO-PRS30 1 MP1000T-2'I0-270 : 8'-12' ! 30 0.37 I 0-,8, i I ' I ' '---------------------. ' T--i 0 ,~,. (.) ! HUNTER PROS-OO-PRS30 MP1000T-360 ff-12' 30 ! i ___ I ___ -1-.O::J j ------------------------------------t-~, HUNTER PROS-OO-PRS40 MP2000T-90-2'10 13'-17' 40 0 33; 0.42 0.63 ! 0_74. 0.95: i G, Ll-7 MP2000T-210-270 ' -i121-1 -·-· -- ' -----i, tJ/ HUNTER PROS-OO-PRS40 MP2000T-360 13'-17' 40 ' i ------' ,---------~ ,_.,., HUNTER Pf(OS-OO-PRS40 MP3000T-90-210 13'-27' 40 -r- ; 0.74 I 1 05 j 1.58: 1.84 2.37 I MP3000T-2'I0-270 i ' ' -~-i !---------i--' ' - I 'l8'-27' ; ,/~ 1, HUNTER PROS-OO-PRS40 ' MP3000T-360 40 . ! L i 3_-15 ''--'-"'' I \I _!/ I . -I -----==----- SLEEVING MAINLl~IE AND VALVES SHOWN OUTSIDE OF PLANTED AREAS FOR CLARITY ONLY INSTALL ALL IRRIGATION EQUIPMENT IN ADJACENT PLANTED AREAS EXCEPT WHERE SLEEVING IS SHOWN ON THE PLANS. All PIPES AND WIRES THAT MUST RUN UNDER HARDSCAPE TO BE SLEEVED ACCORDING TO THE SLEEVING CHART, LEGENDS, NOTES, AND DETAILS. DRIP LINE SYSTEMS ---------- SHRUB AREAS IN PARKWAYS AND AROUND PERIMETERS ADJACENT ro HARDSCAPE SHALL BE IRRIGATED WITH DRIP LINE IRRIGATION. INSTALL ALL DF<IP LINE SYSTEMS PER THE MANUFACTURER'S DIRECTIONS AND RECOMMENDATIONS. CONTRACTORS NOT FAMILIAR WITH DRIP LINE SYSTEM INSTALLATION SHALL CONTACT THE MANUFACTURER'S REPRESENTATIVE PRIOR TO START OF WORK FOR ON-SITE PRODUCT AND INSTALLATION TF{AINING. CONTACT BILL MILLWARD AT 951-287-4630. TRFF BUBBLFRS THEE ROOT WATEHING SYSTEM BUBBLERS TO BE PROVIDED TO ALL TREES. PARKWAY AND STREET FRONTAGE TREES TO RECEIVE TWO EACH. TREES ON SLOPES ARE TO RECEIVE ONE EACH FOR TREES ON SLOPES, LOCATED ROOT WATERING SYSTEM BUBBLER ON UP-HILL SIDE OF Tf{EE ADJUST FINAL LOCATION OF TREE BUBBLERS TO MATCH FINAL TREE PLA~ITIN(.; l~I THE FIELD. RELOCATE, ADD, AND/OR REMOVE BUBBLERS AS NECESSARY. AS-BUil T LEGEND QUICK COUPLER PULL BOX -- AUTOMATIC FEFfrlLIZATION SYSTEM THIS SYSTEM IS DESIGNED TO OPERATE WITH AN AUTOMATIC FERTILIZATION SYSTEM CONTRACTORS NOT FAMILIAR WITH THIS SYSTEM SHALL CONTACT THE MANUFACTURER'S REPRESENTATIVE PHIOR TO START OF WORK FOR SYSTEM INFORMATION AND TRAINING. CONTACT DARIN BRASCH AT 702-493-91"16. CONTRACTOR SHALL USE A BASIC 10-20-30 FERTILIZEH (OR EQUAL) FOR INITIAL PLANTING THROU(.;H THE ESTABLISHMENT PERIOD. APPLY APPROXIMATELY 1 LB PER 1000 SO. FT AND SET THE FERTILIZATION SYSTEM ON "SLOW'. THIS FERTILIZER AND APPLICATION RATE IS A SU(.;GESTED STARTING POINT, CONTACT THE MANUFACTURER'S REPRESENTATIVE FOR NIOf,E DETAILED INSTHUCTIONS FOR INITIAL PLANTINGS CHECK VALVE~ INSTALL IN-LINE SWING CHECI~ VALi/ES (WHERE WATER IS RUNNING UP-HILL) AND/ OR SPRING CHECK VAL \/ES (WHERE WATER IS RUNNING DOWN-HILL) AS NECESSARY TO PREVENT LATERAL LINE DRAINAGE CHECK VALVES HAVE BEEN SHOWN ON THE PLANS, HOWEVER ADDTIONAL CHECK VALVES MAY BE REQUIRED BASED ON ACTUAL SITE CONDITIONS. CONTRACTOR SHALL INSTALL ADDITIONAL CHECK VALVES AS NECESSARY TO PREVENT DRAINAGE AT NO ADDITIONAL COST TO THE OWNER SLEEVING CHART 1 1/4" SLEEVE 1-8 VI/IRES 112" PIPE 1 1/2" SLEEVE 9--\6 WIRES 3/4" PIPE ' SYMBOL EQUIPMENT LEGEND• HOA SYSTEMS ONLY MANUFACTURER/ MODEL NUMBER NEW ·1 1/2" POTBLE WATER LANDSCAPE lf(RIGATION METER WITH 2" SERI/ICE LINE ------------- FEBCO 825YA SEHIES REDUCED PRESSURE BACKFLOVV PREVENTER -INSTALL IN STROelG BOX S88C-30SS STAINLESS STEEL ENCLOSURE -WITH Y-STF,AINER AND PRESSURE REGULATOR !-----------,------- NOT SHOWN WILKINS WBP-80 SERIES Y-STRAl~IER WITH 80-MESH FILTER SCREEN NOT SHOWN ' WILKINS 500 SEHi ES PRESSURE F,EGULATING VALVE -SET TO 80 PSI AS NOTED ~-MVi --+ S-UPERIOR 3200 SERIES NORMALL YCLOSED MASTER CONTROL VALVE -LOW FLOW DESIGN SIZE DETAIL I 11?" N/A I" i F, Ll-5 ---------I ----- 1 1/2" '1" F. Ll-5 --j----- i G, Ll-5 I RAIN BIRD FS100B FLOW SENSOR IN BRASS TEE ----- ,----------,---·--·- ! H, Ll-5 ! El-FLO EZO·I 0-FX SERIES AUTOMATIC FERTIGA rlON UNIT -- [S! .Jr -----~I ---- 1. Ll-5 ·JO GALION ?~ 1 NIBCO T-580 70 TWO-PIECE BRONZE BALL VALVE -FULL PORT ------c-- A, Ll-6 LINE SIZE -------_,_ ------------____________ ,, ____ _ ~ RAIN BIRD #44-LRC SERIES QUICK COUPLER WITH LOCKING YELLOW VINYL COVER I' -1 ,_ __ _ 61 ' RAIN BIRD ·I00-PEB SERIES ELECTRIC CONTROL VALVE+ RAIN BIRD LCRBY100D FILTER I RAIN BIRD 100:PEB SERIES ELECTRIC CONTROL VALVE WITH SENNINGH{ PMR-30-PRESSURE --I REGULATOR AND ~IETAFIM TF106xx-xxxRW 'TECHFIL TER' DRIP LINE VI\LVE ASSEMBLY 1" ! C, Ll-6 1" D, Ll-6 +------- STUB-OUT SPARE WIRES IN ADJACENT VALVE BOX -SHOW OfJ AS-BUILT DRAWINGS I ------------------2 ~ _'._~_GA UF 1 E, Ll-6 KBI OR APPFJOVED EQUAL SWING CHECK VALVE TO MINIMIZE DRAINAGE LINE SIZE i F, Ll-6 ---,-- KBI OR APPROVED EQUAL SPRING CHECK VALVE TO MINIMIZE DRAINAGE LINE SIZE ! F, Ll-6 --+----------- NOT SHOW~I UF DIRECT BURIAL CONTROL WIRE WITH WATERPROOF CONNECTIONS : ·J4GAUF ---~--G,U-6-• ---~------------------ ' HAIN BIRU ESP-LXMEF SEHIES CONTROLLER WITH FLOW SENSING -PROVIDE 'ET MANAGER' ! OPflON FOR SMART OPERATION -INSTALL IN STAINLESS STEEL ENCLOSURE PER THE DETAIL 36 STATION H, Ll-6 I, Ll-6 [ SCH 40 P\/C CONSTANT PRESSURE IRRIGATIOel MAINLINE: SEE'' NOTE BELOW CHART SIZE CHART SIZE ** -----------I CL;\SS 200 PVC NON-PRESSURE LATERAL LINE -SEcE_·' NOTE BE~()\/\J ----------r------!, U-6 J. Ll-6 SCH 40/SCH 80 PVC PIPE SLEEVE -EXTEND 6" PAST EDGE OF HARDSCAPE -SEE' NOTE BELOW CHART SIZE <-.----~~------~ SCH 4-0/SCH 80 PVC WiRE SLEEVE -EXT-ENO 6" PAST_E_D_G-'E_O_F_~_IA_R_D_S __ C-'A_P_E_-_S_E_E_'_N_O_T_E_B_E-LO--W--C-H_A_R_T_S_I_ZE-I J, L-1~~6 -------! SHRUB AR_!cAS -NETAFIM TLCV6-18xx TECHLINE WITH CHECK W\LVES -TUBING TO HAVE O 6--17rnrn I AJB/C/D ----------GPH EMITTERS AT 18" O.C. -ROWS OF TUBING TO BE AT ABOUT i8" O.C. -BURY :r-4" DEEP E, L!-7 -------- TURF AREAS -NETAFIM TLCV9-12xx TECHLINE WITH CHECK VALVES -TUBING TO HAVE 0.9 GPH EMITTEHS AT ·12" O.C. -ROWS OF TUBING TO BE AT ABOUT 13" O.C. -BUF,Y 3"-4" DEEP ---- -----: A/B/C/D- ·1/rnrn I j E, Ll-7 ----,,----------- [fl NETAFIM TLSOV SERIES MANUAL FLUSH VALVE FOR TECHLINE C\/ DRIP LINE SYSTEMS "1/2" i D, Ll-7 _ b.-----=-•~•~--·---••~~ S --••••-> >•a•-•->'~O,-•••d' """•-•·•--~•kl--~~=,; f'OINT OF CO_"JI1IECTION (HOA SYSTE_l~§l MAKE IRRIGATION POINT OF CONNECTION INTO NEW ·1 ·112" POTABLE WATER METER WITH 2" SERVICE LINE. METER TO BE LOCATED AT STATION 33+88.09. REFER TO CIVIL ENGINEERS PLANS FOR METER AND SERVICE VERIFY EXACT LOCATION IN THE FIELD AND ADJUST AS NECESSARY. INSTALL 8ACKFLOW PREVENTER IMMEDIATELY DOWW3TREAM OF METER PER ALL LOCAL CODES. INSTALL IN ENCLOSURE AS CALLED FOR IN THE IRRIGATION LEGEND. FINAL BACKFLOW PREVENTER LOCATION TO BE APPROVED IN THE FIELD BY THE OWNEF! OR AUTHORIZED REPRESENTATIVE. PIPING BETWEEN THE WATER METER AND THE BACl<FLOVV PFJEVENTEH TO BE TYPE 'I<' COPPER, SIZED THE SAME AS THE l\ilAINU~IE SIZE DOWNSTHEANI OF THE POC EQUIPMENT. INSTALL 'I-STRAINER WITH BACKFLOW DEVICE PER THE BACKFLOW PREVENTER DETAIL. lelSTALL MASTER VALVE DOWNSTREAM OF BACKFLOW DEVICE AND WIRE TO CONTROLLER PER MANUFACTURER'S DIRECTIONS. INSTALL FLOW SENSOR DOWNSTREAM OF MASTER VALVE AND WIRE TO CONTROLLER PEF{ MAI'IUFACTURER'S DIRECTIO~JS. MAXIIVIUM DEMAND IS 17 GPM STATIC PRESSURE AT METER IS 75 8 PSI (INFORMATION CALCULATED FROM HGL AND METER ELEVATION). CONTRACTOR SHALL VERIFY STATIC PRESSURE AT METER PRIOR TO START OF WORK AND NOTIFY THE LANDSCAPE AHCHITECT IN WRITING IMMEDIATELY IF A DISCF{EPANCY IS FOUND. DO NOT Pf{OCEED WITH ANY IRRIGATION INSTALLATION WORK UNTIL ANY AND ALL WATER SUPPLY AND PRESSURE ISSUES HAVE BEEN RESOLVED. CONTHOLLER -------------- I MST ALL IRRIGATION CONTROLLER ADJACENT TO POC EQUIPMENT IN THE APPROXIMATE LOCATION SHOWN ON THE PLANS. INSTALL IN ENCLOSURE AS CALLED FOR IN THE IRRIGATION LEGEND. FINAL CONTROLLER LOCATION TO BE APPROVED IN THE FIELD BY THE OWNER OR AUTHORIZED REPF,ESENTATIVE THE IRRIGATION CONTRACTOR SHALL COORDINATE 120V AC POWER TO THE FINAL PIPE SIZING 3/4" PIPE 1" PIPE STATION# D FLOW (GPM) --w VALVE SIZE STATION# --6\ FLOW (GPM) ~@ ... CONTROLLER LOCATION WITH GENERAL CONTRACTOR AelDIOR ELECTHICAL CONTRACTOR AS NECESSARY, AND PAY ALL ASSOCIATED COSTS. THE IRRIGATION CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS PER LOCAL CODES. MOUNT, GROUND, AND WIRE ALL THE CONTROL EQUIPMENT PER THE MANUFACTUFiER'S DIFJECTIONS, THESE' PLANS, AND PER ALL LOCAL CODES. CONTROLLER IS TO INCLUDE 'ET MANAGEH' CARTRID(.;E FOR 'SMART' WEATHER-BASED OPEF,ATION. SLEEVES UNDEF! ROADS TO BE SCH 80 PVC ; 6" DIA. OR LESS 36" COVER, GREATER THArl B" DIA 48" COVER. SLEEVES FOR PRESSUF,E MAINS TO BE SCH 40 PVC: LESS THAN 3" -18" COVER, 3" TO 5 1/2" -24" COVER, 6" OR GREATER -36" COVER. MINIMUM PIPE COVEHfa.GE A. PRESSURE LINES: -LESS THAN 3" IN DIAMETEf{ -18" CO\/Ef< -3•· TO 5 1/2" IN DIAMETER -24" COVER · 6" OR GREATER IN DIAMETER -36" CO\/EF, B. LATERAL LINES. ·12" COVER C SLEEVES U~IDER ROADS· -6'' OR LESS lN D!f\METER -Jff' COVER -GREATER THAN fJ" IN DIAMETER -48" COVER D SLEEVES UNDER PAVING (NON-flOADS) SAME AS 'A' ABOVE SE'tSHEETS LC-3, Ll-3, LTP-3, & LSP-3 K£;:VMAP LC-1, Ll-1, LTP-1, & LSP-1 LC-2, Ll-2, L TP-2, & LSP-2 ' ' Q.C. P.B. F.H. LP. B.V. B.0.C. B.OF. B.O.R. B.O.W. FIRE HYDRANT LIGHT POLE BALL VALVE BACK OF CURB BACK OF FENCE BACK OF ROAD BACK OF WALK 2" SLEEVE 17-26 WIRES 1" PIPE ---r·------1 1/4" PIPE "AS BUil T" .... EB ~ • IMl Ill!'] 1W] [sl [cJ BALL VALVE SYMBOL DRIP VALVE SYMBOL CONTROL VALVE SYMBOL QUICK COUPLER SYMBOL MAINLINE METER BACKFLOW PREVENTER MASTER VALVE FLOW SENSOR CONTROLLER 2 1/2" SLEEVE 27-3fJ WIRES 3" SLEEVE 39-54 WIRES 4'' SLEEVE 55-'I 00 \J\/IRES 6" SLEEVE 100+ WIRES 8" SLEEVE N/A 12" SLEEVE NIA ---- 1 1/4" PIPE -----+i+----- T 1 112" PIPE C 2" PIPE -' 3" PIPE ------~ - 4" PIPE T,C " 6" PIPE ----------:rn=---- ----_, ... -----,.,.,==,, ·1 1/2" PIPE 2" PIPE O.tvt /;.,u,Ut/' 2 '1/2" PIPE (l-(.,.,4 'St&r f't> 0-0u t:f 3" PIPE 7P 4" PIPE 83 TITLE EXP. DATE 6" PIPE 8" PIPE REVl~r -,.,_,. __ tf t:l~-<=i/= 0 10 20 40 l"Z--(+-1::1 INSPECTOR DATE NTS Underground Service Aleri ll Jan 13 kk First Submittal ~ INT~GRATION rn CITY OF CARLSBAD i-1<0SCAP~ 22 Marl3 kk Second Submittal ~ \., "'-?. 05Mor14 kk Third Submittal 0 PLANNING DIVISION 5 ~ iiii.ii1.._1 :IP«; 0~1\cl< Brou'Y,.,_ 0.-,:.; -': . ' _.1 CALL TOLL FREE 1-800 2?7-2600 TWO WORKING DAYS BEFORE YOU DIG DE;:SIGN STUDIO LANDSCAPE ARCHITECTS 5845 Avenido l;ncinos, Suite 134 Carlsbad, CA 92008.4432 t 760.602.0144 I 760,602.0388 www.lNTE;GRATION-DE;SIGN.com l.J,j ~,." ,1,<:!._;, ~ 23Apr14 kk 3 !~~-~ 05 May14 kk s©aie 19 Dec 16 kk 3d"'Nov J~ 22 Nov17 kk ~,w,ld~* ii 2 Dec 17 12 Dec 17 kk dale ~~ .., r~ o<i:' OF C/\\.1< Projecl, .. , ........... -............................ 13.065 DATE INITIAL Scale ............................................ t.ar.20' DESIGNER OF WORK Fourth Submittal LANDSCAPE; IMPR0VtMtNT PLANS l'0R, Final Approved Z£;:PHVR COURT SUBDIVISION Irrigation As-Buills o development by DAVIDSON COMMUNITl!;S Irrigation AswBvilts Landscape Irrigation Pion Irrigation AswBuilts I APPROVED: r~( <=v tn-4t-I 12-. r---J--.11 PLANNING DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT03-06 434-9M N • ...,._.,..,..--,.----,-----,-------,,--,--------------------------------------------------------------------------------------------------------------------------------------------....1 C: \ORA WING FILES\TITLE SHEETS\CLSB-IP.DWG REViSEO: 5/15/2012 See Ll-2 for extension 3,a.o.c. .,,,____-----i~ . ············"'-\•·•:••·••'"G ......... , ..... , •• _.. -See Ll-2 for extension -; . ' i 1 i i ' ' ' -! AS-BUILT POC ENLARGEMENT le.I '-_ Controller 0 2 4 EB 8 AS-BUILT LEGEND Q.C. P.B. F.H. LP. B.V. B.O.C. B.O.F. 8.0.R. 8.0.W. • i.!!I iil!'I [il\)i !Em o:J QUICK COUPLER PULL BOX FIRE HYDRANT LIGHT POLE BALL VALVE BACK OF CURB BACK OF FENCE BACK OF ROAD BACK OF WALK BALL VALVE SYMBOL DRIP VALVE SYMBOL CONTROL VALVE SYMBOL QUICK COUPLER SYMBOL MAINLINE METER BACKFLOW PREVENTER MASTER VALVE FLOW SENSOR CONTROLLER . PIPE SIZING --~+------- ------'ff--~ " •T -.. ,------- N - 3/4" PIPE 1" PIPE ·1 1/4" PIPE ·1 1/2" PIPE 2" PIPE 2 VT PIPE 3" PIPE 4" PIPE 6" PIPE 8" PIPE @ STATION# · FLOW (GPM) --VALVE SIZE @ STATION # --- FLOW (GPM) --- APPROVED FOR PLANTING AND IRRIGATION ONL V, INCLUDING PRECISE LOCATION OF PLANTING AREAS HYDROZONE INFORMATION TABLE Controller ! 1 Hydrozone Valve Number lrrigaiion Method Plant Factor Area % of Zone Flow i Prec.;ipitation ' l'tate (in/hr) Zone Pressure Number (sq. fl.) Total Area (gprn) i A I LW/MW A LIN/MW Drip Line I 0.4 8W : 2.3% 4 j -----!------+------+-------~-----------+----------0.42 30 psi 30 psi 2 MP800SR i 0.4 285 I 0 8% 3 0.80 ---;-,-----~-----+-----~--------' --------------___ ---; ___________ _,, A ii L'A'.1/VVMW -~-___ 43 __ ~_1V_I_P_a_o_o._s_R __ ! ---_04 _ 210 0.6% 2 _ _ __oa_o ___ +-i __ 3_0_p_si --- ,_ __ A __ --+---·---+------+'--D-r_ip_Li_r_~----____ 0.8 565 1.6% _ -~---_____ ? __ ---+l __ ·_t._3_3 __ 1-' __ 3_0_psi A LW / MW 5 1 Bubbler 0.4 0 Supplement 6 I 3.00 30 psi ------- A HW 6 I ! ------------+------+------------,.------+--------- Drip Line , 0.8 555 1.6% 1 8 1.33 30 psi }---_··_-_A_----'---H-'A_I __ +-' ___ 7 ___ i-' _D_r_ip_L,_n_e_· +~-··_-_-~o-_.-8=-:·::::::::a_v-"_5 _________ +1---_-_-_-2:A_-,_X-_,:_=•---,[_-_-_-_-__ 1_2 ___ ----------1.33 1 30 psi :=· =-=·=-=:-_-=~--=~--=+-·l=~--=L~_,A~_:~_/ ;~_';_l=Vl~-1~--=:+-: ~--=~--=~_1:-f=J~_-=~--=~:=~--=~~;-i_::--_--t_:-~_.-:_--_ 1-:: i ii -t-' ----------~~-:-:_:-_ ---~----:: =·-------=·=-:-2==--==--=:~==--==--=:=·-:=-~-·==--=-=~==I_--:-:-:_:_: _ _, A I LIN/ MW 11 ___ __B_u_b_h_le_r_-'-__ o_.,_1 __ +-__ o __ --+,-s_u_p_p_le_m_e_'r_,t-+ ___ 6___ _ _ 3.00 I 30ps~ _ A HW 12 Drip Line 08 i 650 : 1.8% 9 ·1 33 1 30 pst A A A A L w / MW -13_ -_M_P_a_oo_sR ----0_-4--_-... -__ ~. -__ -___ -_-6_9_5 __ --~---2. 0% ! 6 0. 80 ---+,-_ -. _3_0_p_s_· i ____ _, LW / MW 14 MP800SR 04 695 2.0% 6 0.80 30 psi -: ----------+------+---------;------, i---· ----····-------··r------+------+---------- LW / MW 15 Drip Line 04 475 1 3% 3 0.42 ' ' 30 psi -------+------- LW / MW 16 MP800SR O 4 9 O.BO -30 psi >------+------+-------+-------------------- 1,705 1,585 ------------+-----+-- LVV I MW H MPS00SR 0.4 4.5% -10 , 0.80 30 psi ------~-----+-------+--------------+-----~-----l-------+----------- A LW / MW rn MP Rotator 0.4 ·1,035 2.9% 5 0.42 i ------+--------,------+-------------- i LW / MW 19 MP Rotator 0.4 ·J,035 2.9% 5 0.42 l-------------------- 30 psi 30 psi A LVV/MW 20 MP800SR 04 ' 325 09% 4 --------------------------------------------+' -----~-----------------0.80 0 80 -- A LW / MW i··-----! A LW/MW 21 22 fv1P800SR ____ _o_._4 __ .,.l ___ 30_0 __ -+-, __ o_.H_0~o ____ ,---30 psi --------,------~, MP800SR 0.4 455 5 0 80 30 p:':>i -------. -----+-----+------+----~------_________ _, A LW/MW 23 MP Rotator ---+------+----------------- Q.4 2,420 6.8% I 13 0.42 ::SO pGi --------+------i,------------+------ A LW/MW 24 A LW/IIJIW 25 A LIIV/MW 26 • MP Rotator 04 3,165 89% 1 17 0.42 30psi -------+------+--------------- MP Rotator 0.4 2,050 5.8% ·1 ·1 0.42 --+------+------+------1-------j----- lvlP Rotator 0.4 2,420 6.8% n 30 psi 30 psi >--------+------+-----------------t-------t---------0.42 0.42 27 MP Rolator 0.4 I ·f .860 ---------+------C------ A LW/MW i 1------------------------------ 5.2% 30 psi ------------------1 A '10 17 LIN I MW 28 MP Rotator 0.4 3,165 8. 9% 0.42 30 psi A LlN/MW 29 --MP Rotator 0.4 2,795 7.9% ·15 -0.42 I --30-,-,s-i _ __, A LW / M\JV 30 : M-P R-;·t~t;r·--,-----·--0~4 I 2.420 6.8% -·:!:~------.:,:=_-_r_i-_4~_?·_-_·--_-_"f~_-_-·30-p~~----- -___ A __ ~ __ L_V1_1 _1 i_,1_v_v_+-I ___ 3_·1---+I--B_,_,b_b_le_r __ +--__ 04 _ • o I Supplement_ _1 ____ s ___ +-'! __ ·1_. o_·o __ -+-__ '.J_O_p_s_i ----J A LVV / MW I 32 Bubbler 0.4 ____ o __ -+_S_u_p_p_le-_rr_1e_r_1t-+ ___ 2___ ! '1.50 ,I _ ?? ?_~~--- ,_ __ A _____ L_W_/_rv_l_W_7 _ -:;;.;----, MP800SR 04 825 23% 8 ·r-0.30 ' !-----~------+------+-------------4------+: __________ l__ A I L\JV / MW 34 MP800SR 0.4 1 525 1.5% 1 6 ! 0.80 ---------i-------1-------+------+-----~------+-----+-------------t------- A j A N/A 36 Spare I i 1 ! N/J-.\ 3-6 Spare 1 . . i,., Total Area (sq ft) 35.505 100.0% "· SetSHttTS -i ------------- Ste SHEETS LC-1, Ll-1, L TP-1, & LSP-1 si;i; SHEETS 30 pGi 30 psi SCH 40 PVC SLEEVING CHART Underground Service Alert LC-3, Ll-3, LTP-3, & LSP-3 KEYMAP LC-2, Ll-2, LTP-2, & l.SP-2 1 1 /4" SLEEVE I 1 /2" SLEF\/F -- 2" SLEEVE 2 1/2" SLEEVE 3" SLEEVE 4" SLEEVE 6" SLEEVE 8" SLEEVE 12" SLEEVE ---, . .. ·1-8 WIRES 9 '16 WIRES - 17-26 WIRES 27-38 WIRES 39-54 WIRES 55-100 WIRES 100+ Wlt,ES N/A N/A -... INTEGRATION ~ -..1-1 .·, -, ·~ Ji -- DESIGN STUDIO LANDSCAPE ARCI-IITECTS 5845 Avenida Encinas, Suite 134 Carlsbad, CA 92008.4432 t 760.602.0144 f 7 60.602.0388 www.1 NTEGRA Tl ON-DESIGN.com ·1 1/2" PIPE 3/A" PIPF ~ - 1" PIPE ·f/4" PIPE ·1 1/2" PIPE 2" PIPE 3" PIPE 4" PIPE 6" PIPE r. \LI TOLi FREF I;, Oc, j ---- ~ 1::::1 0 ✓ ' <,: -·J-800 0 G) ,.',17 i 227-2600 • TWO WORKING DAYS BEFORE YOU DIG -. ---··---· ::.~==~==-c..>.== ,. -• ... 0 11 Jen 13 kk !=irst Submittal J>-I-IOSCA}>~ 22 Mcr13 kk Second Submittal ~ \, "1,9. 05Mar14 kk Third Submittal ~«; _ o"''\c'o. Brc111v.,r c:;;. x~" ,j;'o ~ 23Aprl4 kk Fourth Submittal "'t@~'· ~ O5May14 kk Final Approved !I . 'lfo'!,.·::, U~~al~re 19 Dec 16 kk Irrigation As-Builts ~o-ov 19 22 Ncv17 kk Irrigation As-Builts ceoewat '¼ * ~ 12 Dec 17 12 Dec 17 kk Irrigation As~Builts @;-""Tate ,£;;-~ --11: o'<' ~ OF C/>..L\< Project ..... , .................. , .... , ............ ., .. 13-065 DATE INITIAL Scale ............................................ 1~ .... 20' DESIGNER OF WORK REVISION DESCRIPTION NTS "AS BUil T" <2lhrbUi/ (2.lJl ?4uf> ~v JoJ\C/ tr EB TITLE EXP. DATE REVIEWED :1 10 20 40 (-Z.-1-+-11 ltct _k, b -El 1,,Jf: . INSPECTOR ~ DATE ~ CITY OF CARLSBAD ~ l PLANNING DIVISION 5 . LANDSCAPE IMPROVeMENT PLANS FOR, ZEPHYR COURT SUBDIVISION a development by DAVIDSON COMMUNITIES Landscape Irrigation Plan I APPROVED: (t?l( t I ~ ~u_,,;t i-i., 1+-1::J PLANNING DWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: CT03-06 434-9M OTHER APPROVAL CITY APPROVAL RVWD BY: "? 1---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------'-' C: \DRAWING FILES\TITLE SHE!::TS\CLSB-IP.DWG f~EVISED: 5/15/2012 1· ' ' I I I I f ' ' ' 1. I 1· I I I 1. FINISH GRADE 2. CLEAN BACKFILL WITH ALL ROCKS 1" OR LARGER REMOVED -90% COMPACTION REQUIRED - SEE SPECS O 3. NON-PRESSURE LATERAL ill LINE PER LEGEND (SNAKE IN &3 TRENCH) ..J 4. PRESSURE MAINLINE PER ttJ LEGEND (SNAKE IN TRENCH} fJ) 5. CONTROL WIRES -INSTALL I BELOW PRESSURE MAINLINE 6. UNDISTURBED NATIVE SOIL ~ NOTES: BUNDLE AND TAPE WIRES AT 10' 0.C. PIGTAIL AND LOOP WIRES AT ALL CHANGES IN DIRECTION. SPLICING OF WIRE RUNS IS NOT PERMITTED WITHOUT PRIOR APPROVAL FROM OWNER AND LANDSCAPE ARCHITECT. RUN CONTROL WIRES IN SAME TRENCH AS MAINLINE WHERE POSSIBLE. INSTALL 12"x12"x12" CONCRETE THRUST BLOCKS AT ALL CHANGES IN DIRECTION OF PRESSURE MAINLINE (45'8, 90'8, TEES, ETC.) AND AT ALL TE[,MINAL POINTS, 2" AND LARGER. SECTION/ ELEVATION -~--~-T(;_SY_~_MC_SO-N~-y _I N_G ______________ ® 1. HARDS CAP ING AND AGGREGATE (TYPICAL) 2. CLEAN SAND BACKFILL - COMPACT TO MATCH DENSITY OF NATIVE SOIL " . • ll •. ' . • . . •I · . , . 3. LATERAL LINE IN SCH PVC SLEEVE 4. PRESSURE MAINLINE IN PVC SLEEVE 5. CONTROL WIRES IN PVC SLEEVE §1 6. UNDISTURBED NATIVE SOIL ~ 7. TWO LAYERS OF WARNING TAPE ~ RUNNING CONTINUOUS ALONG w THE ENTIRE MAINLINE ROUTE -~ ONE SHALL BE LOCATED DIRECTLY ABOVE THE MAINLINE PIPING AND ONE 12" ABOVE TOP OF MAINLINE NOTES: SIZE ALL SLEEVES PER THE SLEEVING CHART ON THE IRRIGATION PLANS. EXTEND SLEEVES 6" MINIMUM BEYOND EDGE OF HARDSCAPE (AT EACH END) INTO THE PLANTING AREAS. SEE LEGEND AND NOTES FOR SLEEVE PIPE TYPE. SEE NOTES FOR SLEEVING TYPE AND DEPTH FOR ALL SLEEVING UNDER ALL VEHICULAR ROADWAYS. -t-----12"----~-r- SECTION I ELEVATION 1. FINISH GRADE 2. 6"-7" ROUND PLASTIC VALVE BOX WITH SNAP-ON LID (RAIN BIRD VB OR APPROVED EQUAL) HEAT BRAND "FV" ON LID IN 2" HIGH BLOCK LETTERS 3. MANUAL FLUSH VALVE (NETAFIM TLSOV OR APPROVED EQUAL) 4. POLY TUBING • DEPTH PER IRRIGATION PLAN 5. COMMON BRICK SUPPORTS (2 REQUIRED} 6. FILL BASE WITH 1 CUBIC FOOT OF PEA GRAVEL 7. NATIVE SOIL • 112" IN TURF AREAS, 2"-3" IN SHRUB AREAS ----_______, 1 i------:-----------;:::::~.,______, 1. INSERT WIRES THROUGH HOLES IN BASE OF BODY. 2. STRIP WIRES APPROXIMATELY 5/8" FROM END AND ~wtsT TOGETHER. 3. PUT CRIMP SLEE✓E ON TWISTED WIRES AND USE INDENT-TYPE CRIMPING TOOL TO SECURE. TRIM EXCESS BARE 1/\!RE. 4. PLUG PRE-FILLED WITH WATERPROOF ScALANT. 5. INVERT BODY AND INSERT PLUG INTO BODY UNTIL IT SNAPS TIGHT. 6. PUSH WIRES ALL THE WAY INTO PLUG TO COMPLETELY SEAL THE CRIMP SLEEVE. Ii\ Ii\ 6 NOTES: USE SPEARS #DS-40Q ORI-SPLICE WIRE CONNECTOR KIT. MAKE ALL WATERPROOF WIRE C:ONNECTIONS PER THE MANUFACTURER'S DIRECTIONS. FRONT VIEW 10 -----l 4 )----~ ,------1 5 )----~ SECTION/ ELEVATION SIDE VIEW 1. AUTOMATC CONTROLLER PER LEGEND. MOUNT TO INSID OF EXTERIOR WALL PER MANUFACTURER'S DIRECTIONS 2. SCH 40 PVC MALE ADAPTER WITH LOCKING NUT 3. SCH 40 PVC CONDUIT TO RUN CONTROL WIRES OUTSIDE 4. "C" CLAMP TO SECURE CONDUIT TO WALL (2 REQUIRED) 5. SCH 40 PVC ELL (TYP) 6. INTERIOR FLOOR OF GARAGE OR BUILDING 7. EXTERIORWALL 8. EXTEND CONDUIT THRU WALL AND 12" BELOW FINISH GRADE 9. FINISH GRADE 9 10. 115 VAC, 60 HZ PLUG IN TRANSFORMER-PLUG INTO GROUNDED 115V AC POWER OUTLET (PRO VIDEO BY OWNER) -~--L~-SY-~-Ts-~-L?_L_L_E_R_-_W_A_L_L_M_O_U_N_T __ --i® 1. CLIMATE LOGIC WEATHER SENSOR MOUNTED OUTDOORS ON FLAT SURFACE USING SCREWS 2. CLIMATE LOGIC WEATHER SENSOR MOUNTED TO RAIN GUTTER USING QUICK•CLIP GUTTER MOUNT CLIMATE LOGIC RECEIVER MODULE MOUNTED INSIDE CONTROLLER ENCLOSURE· MOUNT WITH SCREWS OR IF IN A SECURE AREA, MOUNT ON HOOK HOOK AND LOOP TYPE STRIPS FOR DISMOUNTING AND HAND-HELD PROGRAMMING UTILIZING THE SLACK IN THE CORD 4. SINGLE CONNECTION CORD PLUGGED INTO CONTROLLER REMOTE tf"",J,...-----{ PORT """'=: 2 5. COMPATIBLE SPRINKLER CONTROLLER (LOCATE IN ENCLOSURE AS . -·r -· 0~ ,--.,..-<JC--";- "'"' '"'. CALLED FOR ON THE PLANS) 6. FINISH SURFACE OF INTERIOR SPACE WHERE CONTROLLER IS LOCATED (IF APPLICABLE} /o\3 7. EXTERNAL PLUG-IN TRANSFO[!MER (PROVIDED WITH CONTROLLER \.V IF APPLICABLE} 8. SCHEDULE 40 PVC CONTROL WIRE CONDUIT (SIZE AS REQUIRED IF APPLICABLE) _________f;'\4 9. SCH 40 PVC SWEEP ELL (PROTECTING LOW-VOLTAGE CONTROL . . .. \2) WIRES TO ELECTRIC VALVES IF APPLICABLE} NOTES: A. INSTALL, MOUNT, AND WIRE THE CLIMATE LOGIC SENSOR AND RECEIVER PER THE MANUFACTURER'S DIRECTIONS. B. FINAL CLIMATE LOGIC SENSOR LOCATION TO BE DETERMINED IN THE FIELD AND APPROVED BY THE OWNER. C. FINAL CLIMATE LOGIC SENSOR LOCATION SHALL BE IN A LOW VISIBILITY AREA WITH MAXIMUM VANDAL RESISTANCE. D. FOR MOST ACCURATE SENSING, LOCATE THE SENSOR SO THAT IT IS EXPOSED TO SUN AS MUCH AS POSSIBLE. REFER TO THE OWNER'S GUIDE FOR FURTHER MOUNTING LOCATION DIRECTIONS. E. THE CLIMATE LOGIC SENSOR HAS AN INTEGRATED BRACKET FOR MOUNTING. USE ANY COMBINATION OF ADAPTERS/ FITTINGS AS MAY BE REQUIRED TO MOUNT IN THE SPECIFIC LOCATION FOR THIS SITE. SECTION/ ELEVATION 1. 1.0. TAG WITH STATIO~ NUMBER PRINTED ON IT (CHRISTY'S #ID-STD-Y1} 2. 'ANTI-SIPHON VALVE 3. • PRESSURE REGULArlNG FILTER 4. SCH 40 UVR•PVC MAlc ADAPTER 5. SCH 40 UVR-PVC FEM~LE ADAPTER 6. SCH 40 U\/R-PVC PIPING (LENG fH AS REQUIRED) 7. LATERAL LINE PIPING TO DRIP SYSTEM PER IRRIGA110N LEGEND 8. SCH 40 PVC ELL (BUS~ UP TO LATERAL LINE PLAN SIZE) 9. SCH 40 PVC MAINLINE FITTING (TEE OR ELL} WITH OUTLE1 SAME SIZE AS VALVE 10. PVC MAINLINE PIPING PER IRRIGATION LEGEND 11. SCH 40 PVC tlALL VALVE 12. SCH 80 PVC CLOSE NPPLE 13. WATERPROOF WIRE CONNECTORS (2 REQUIRED} 14. #14 UF WIRES TO cor!TROLLER (COLOR CODED) 15. SECURE WIRES TO Pl"E WITH NYLON CABLE TIE 10. FINISH GRALJE COMPONENTS ARE t~CLUDED IN THE DRIP ZONE Kil (SEE IRRIGATION LEGEND} NOTES; ANTI-SIPHON VALVES TO 3E INSTALLED A MINIMUM OF 6" ABOVE TH~ HIGHEST EMITTER ON THE SYSTEM. INSTALL PER ALL LOCAL CODES. SECTl~~.'.-~~~~Tl~N i ,--,F,;;i="' ,=_= _= _=_= _= _= _= _= _= 1'c=., ~~;:=_~=,= _= _= _= _= ""~.~-1 ·~lJ l=fT IA\ ·1:11~(i:T~1~_111~:1 1 0 1 i ... t----, 3 :~11 11 i111~t1~ ~5 ...:11_-!..·m-_n:-_JT --t-"'=~ -_ 1 =-:i, 1=1, i= \V I ,=-=1 l I 111 11 -,,.... I 1=1 I 1=1 · 1=1 I lo\ ~ ii 1 .. ..:1 i I 11 •-· • '\ r ....c,, --=r;-i-· 111-\V l:~:.lil:.·:11' .-~ 0 t . ~fl~--~7 :::,j I 1:=1 I 1· ' ' r ~ · ":I fl:= \'.,) TI ri-.:: I" 00 2 ' !~1. I JI q) =-=111· -I'.'...: "R"~-", .... (' .... },'..;:,; .... ~,~"'~.m•-r, . -:.I ,..... 8 Tf' -1-11: .._ ',-'f'i_:,~-f'1yfY~5';f/{,)-O[i'°,c-{l,f~f ....._ ·1::.:: ~+.--J~ ---. ::;;;.~--< ?_,r~\-bf~~ 1-f,z~-CJ~r:;('l,,.,f,~&t,i-~ __ l 1·1_lH:-1._1 .... 1=11 '1°1:--1 -'~1 l[ r,,s:;t~il,f~t$)~1t.tl-~~~~gt ~1' 1 ·1~~.-,,~-1 i 1~11 ',-L. ~-L--,-,Y-11--, 11--11 ,-m~_.1=~~x~1::;~~dt~c1) 1{;1_~L 1-' -11 !.l,lTTT-mL'+-.......1-®-9-J 1. BALL VALVE PER IRRIGATION LEGEND (MAINLINE SIZE} 2. RECTANGULAR PLASTIC VALVE BOX WITH LOCKING LID (RAIN '-------110 BIRD VB OR APPROVED EQUAL} HEAT BRAND "BV" ON LID IN 2" HIGH BLOCK LETTERS 3. BRAUKMAN DS05 DIAL SET PRESSURE REGULATOR -SET PER PLAN 4. FINISH GRADE 5. SCH 40 PVC MALE ADAPTER (2 REQUIRED) 6. SCH 40 PVC 45 DEGREE ELL (4 REQUIRED) 7. NATIVE SOIL 8. MAINLINE PIPING PER IRRIGATION LEGEND 9. COMMON BRICK SUPPORTS (4 REQUIRED) 10. FILL BASE OF BOX WITH PEA GRAVEL 11. SCH 80 PVC TxT NIPPLE -LENGTH AS REQUIRED 1/2" IN TURF AREAS, 3" IN SHRUB AREAS NOTES: OFF-SET VALVE BOX AROUND BALL VALVE TO ALLOW SPACE FOR FULL MOVEMENT OF THE BALL VALVE HANDLE. -~-L~-s~s-;?-so_l_P_Q_I_N_T_Q_F_C_Q_N_N_E;_C_T_I_Q_N_@ ll Jan 13 22 Mar13 OoMorl4 23 Aprl4 /JS Mei 14 LANDSCAPE ARCHITECTS kk kk kk kk kk Fir,t Submittal Second Submittal Third Submittol Fourth Submittal Final Approved SECTION/ ELEVATION ®- ®-- ~ = @ z -® 2 "' r CD 0 12" SECTION/ ELEVATION (i)---e 0 ~a--~= 0-~t ~ <::) ~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS 1. 1.D. TAG WITH STATION NUMBER PRINTED ON IT (CHRISTY'S #ID·STD-Y1) 2. ANTI-SIPHON VALVE PER LEGEND 3. WYE-FILTER PER LEGEND 4. SCH 40 UVR-PVC MALE ADAPTER 5. SCH 40 UVR-PVC FEMALE ADAPTER 6. SCH 40 UVR-PVC PIPING (LENGTH AS REQUIRED) 7. LATERAL LINE PIPING TO DRIP SYSTEM PER IRRIGATION LEGEND 8. SCH 40 PVC ELL (BUSH UP TO LATERAL LINE PLAN SIZE) 9. SCH 40 PVC MAINLINE FITTING (TEE OR ELL) WITH OUTLET SAME SIZE AS VALVE 10. PVC MAINLINE PIPING PER IRRIGATION LEGEND 11. SCH 40 PVC BALL VALVE 12. SCH 80 PVC CLOSE NIPPLE 13. WATERPROOF WIRE CONNECTORS (2 REQUIRED} 14. #14 UF WIRES TO CONTROLLER (COLOR CODED) 15. SECURE WIRES TO PIPE WITH NYLON CABLE TIE 16. FINISH GRADE NOTES: ANTI-SIPHON VALVES TO BE INSTALLED A MINIMUM OF 6" ABOVE THE HIGHEST EMITTER ON THE SYSTEM. INSTALL PER ALL LOCAL CODES. ~-------<6 1. ATMOSPHERIC VACUUM BREAKER PER IRRIGATION w 0 0 u cc: w a. z ~ "' o---0 LEGEND (SIZE PER LATERAL llNE ON ~----<2 PLAN) ~-G) 2. SCH 40 UVR•PVC MALE ADAPTER TITLE REVIEWED BY: INSPECTOR ~ 2 9 3. SCH 40 UVR-PVC PIPING (LENGTH AS NEEDED} 4. SCH 40 U\/R-PVC ELL 5. PVC LATERAL LINE FROM VALVE -PER PLAN 6. SCH 80 PVC CLOSE NIPPLE 7. SCH 40 UVR-PVC ELL (TxT) 8. UVR-PVC LATERAL LINE TO SPRINKLER HEADS 9. FINISH GRADE NOTES: INSTALL AVB UPSTREAM OF ALL SPRINKLER HEADS AND A MINIMUM OF 6" ABOVE HIGHEST HEAD ON THE SYSTEM. INSTALL PER ALL LOCAL CODES. "AS BUil T" EXP. DATE DATE rrry OF CARL BAD s11iTs PLANNING DIVISION !, ....•. M.,: LANDSCAPE; IMPROVE;MENT PLANS FOR, ZEPHYR COURT SUBDIVISION a d!i1velopm1mt by DAVIDSON COMMUNITIES Lond,capo Irrigation Dotalls 5835 Avenido Encinas, Suite 121 Carlsbad, CA 92008,4430 t 760.602.0144 ~ /-Y.:..);'..1 4:· E::-l\...oft .,,s .,..f '------t---+-------------+---+--+-----if-----1 I APPROVED; , /, I t------------+---+----+-----------+--+---+---+----1 ~P;L-:-:A~N~N""ltN,..,.G';:._=_=_=--'-=--'-=--'-=,"""~'-'-=.....;==.J=l....=..;cc=:...;=c:.;:===:.u=L;=-=-=-=-=-;;:::====~ f 760.602,0388 m'rw.lNTGGRA TION-DGSIGN,corn Projocl ........................................... 13,065 OATE INITIAL DATE INITIAL DATE INITIAL DWN BY: ---PROJECT NO. DRAWING NO, Scale.................................................. n/o OE:SIGN,R OF V/ORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~1/g ~~:---CT 03-06 434-9M '<l' ..!, 'cc;';:,\v,or,U::,,iiiuu:jc,1c:"isi1L~ES.s~\niiiri:ELESS:;;;HE~Ei:::1s~\c~Lssaa=i-1;::P,DDY'llffiGf<1<BE\11nssurnc,s,s/ii1ss'i;7'20ii:122 _________________________________________________________ ._ _________________________________________________________________________ _J....J I 1. MASTER VALVE PER IRRIGATION LEGEND 2. FINISH GRADE 3. RECTANGULAR PLASTIC VALVE BOX WITH LOCKING LID (RAIN BIRD VB DR APPROVED EQUAL) HEAT BRAND "MV" ON LID IN 2" HIGH BLOCK LETTERS 4. SCH BO PVC MALE ADAPTER (2 REQUIRED) USE REDUCING ADAPTERS WHERE MAINLINE IS LAl,GER THAN VALVE 5. SCH 40 PVC 45 DEGREE ELL (4 REQUIRED) 6. MAINLINE PIPING PER IRRIGATION LEGEND (PLAN SIZE) 7. RECTANGULAR PLASTIC VALVE BOX EXTENSION (RAIN BIRD VB OR APPROVED EQUAL) 8. COMMON BRICK SUPPORTS (4 REQUIRED) 9. WATERPROOF WIRE CONNECTORS (2 REQUIRED) 10. #14 UF WIRES TO CONTROLLER (COLOR CODE DIFFERENTLY THAN COMMON WIRE, CONTROL WIRES, AND FLOW SENSOR WIRES) 11. 1.0. TAG WITH "MV' PRINTED ON IT (CHRISTY'S #ID-STD-Y1) 12. FILL BASE OF BOX WITH PEA GRAVEL 13. NATIVE SOIL • 1/2" IN TURF AREAS, 3" IN SHRUB AREAS -~-A~-YS-T~-~-;-y R_V_A_L_V_~-----------@ 1. FLOW SENSOR PER IRRIGATION LEGEND 2. SHIELDED UF WIRES TO CONTROLLER PER MANUFACTURER (COLOR CODE DIFr-ERENTL Y THAN 1-- COMMON WIRE, CONTROL WIRES, AND MASTER VALVE WIRES) 3. WATERPROOF WIRE " CONNECTORS (2 ~ REQUIRED) (o ~ 4. FINISH GRADE 5. RECTANGULAR PLASTIC VALVE BOX WITH LOCKING LID (RAIN BIRD VB OR APPROVED EQUAL) HEAT BRAND "FS" ON LID IN 2" HIGH BLOCK LETTERS 6. SCH 40 MALE ADAPTERS (SENSOR SIZE, 2 REQUIRED) 7. MAINLINE PIPING PER IRRIGATION LEGEND (SENSOR SIZE) --0 ,,-----; 2 © 1----------8. RECTANGULAR PLASTIC VALVE BOX EXTENSION (RAIN BIRD VB OR APPROVED EQUAL) MIN. 10x PIP£ DIA. STRAIGHT PIP£ MIN. 5x PIP£ DIA. STRAIGHT PIPE SECTION I ELEVATION 9. COMMON BRICK sur>PORTS (4 REQUIRED) 10. FILL BASE OF BOX WITH PEA GRAVEL 11. NATIVE SOIL 1/2" IN TURF AREAS, 3" IN SHl'{UB Al'{EAS -:-A~-y?-TE-'!:'-ON-LYS_E;_N_S_O_R ___________ ® 1B"-24" SECTION I 5 ELEVATION q) 4 FLOW ---I @ m~, ·.: .. :::.:•:·.:·.:•:.:.:·.:·:::.::.:-.:•·.:-.::·:.:•:·.::·;.-::·.:·:·•·•:-.:·.•:.:•:.·.:·.·.·.·:•.·.:·.•:.:·•:·.:-:-:::·· " , ,-, ii: 14 ·," =::~,:,-y,i_ ·i:fj .. ii;/i.ii ·i·:~'-1~;,:%:&. ·i ··wi~~=0 '------.y-1@ 111 ?=:';_f ... (~ ..< ,.,.,,., rJ\ r-if:.}-., .• .. ~, <: " N-.~r ... ,r; _ ;,-(_,t,.,JI -~ I 1 1· __ =_->N':ff-9 ].'{j't};'rtf{lf} '\, M~ffl7~s'F,'f,;,u-'y '-;.-, __ -_ _: -111-111(.-d:e:CG '· ~-• -:¾-!::' -btc."-: c<J~J,1d.6,h-,-1_· _,;_-! 11-111-1 1. FILL BASE OF BOX WITH 2 CU. FT. MIN. PEA GRAVEL 10. FEl'{TILIZER OUT -CONNECT CLEAi'{ TUBE TO 2. EZ-FLO #EZ010-FX FEl'{TILIZING SYSTEM Gl'{EEN CONNECTIONS ON Pl'{OPORTIONING CAP 3. PVC MAINLINE FROM BACKFLOW PREVENTEI'{ AND EZ BALL VALVE 4. EZ BALL VALVE COUPLING CONNECTOR -MAINLINE 11. 114" TUBING CLAMP CONNECTIONS -GREEN AND SIZE -INSTALL ACCORDING TO WATEI'{ FLOW BLUE -TYPICAL OF TWO (2) Dll'{ECTION 12. VALVE BOX EXTENSION(S) AS REQUll'{ED 5. WATER IN -CONNECT BLACK TUBE TO BLUE 13. PVC MAINLINE TO SYSTEM VALVES CONNECTIONS ON PROPOl'{TIONING CAP AND EZ 14. COMMON BRICK SUPPORTS -4 REQUIRED BALL VALVE 15. NATIVE SOIL 6. EZ-FLOW SHUT OFF I/AL I/ES • 112" IN TURF AREAS, 3" IN SHRUB Al'{EAS 7. PROPOl'{TIONING CAP WITH FEED ADJUSTMENT KNOB 8. FINISH GRADE 9. JUMBO l'{ECTANGULAI'{ PLASTIC VALVE BOX WITH LOCKING LID -HEAT BRAND "FERT" ON LID IN 2" LETTERS -RAIN BIRD 1/B-JMBP-VB-LOCK-H NOTES: SET TANK ON PEA GRAVEL BASE. THE EZ BALL 1/ALI/E HAS TO BE ORDERED SEPARATELY. FERTILIZER RATE SHALL BE ADJUSTED SO THAT TANK REFILL SHALL BE REQUll'{ED APPROX. ONCE PER MONTH. CONTACT EZ-FLO AT 866-393-5601. -~-A~-Y~-ET-s~-~_A_T_I_Q_N_LJ_N_IT _______ -i(D -,r------EQUAL ------,~------EQUAL------} ·t. Dl'{IP ZONE VALVE PER LoGEND 2. PVC LATERAL LINE FRON VALVE INTO PLANTER AREA -PLAN SIZE 3. POLY TUBING SUPPLY HEADE['{ -USE BLANK TUBING WHERE EMITTEP.S ARE NOT NEEDED (LOCATE lfl HYDRAULIC CENTEI'{ OF ZONE WHERE POSSIBLE) 4. SUPPLY HEADER CROSS CONNECTION -SEE DETAIL AT RIGHT 5. SUPPLY HEADER TEE CONNECTION -SEE DETAIL AT RIGHT 6. DRIP LINE POLY TUBING PEI'{ LEGEND 7. FLUSH HEADE['{ ELBOW CONNECTION -SEE DETAIL AT l'{IGHT 8. FLUSH HEADER TEE CONNECTION -SEE DETAIL AT RIGrlT 9. POLY TUBING FLUSH HEADER -USE BLANK TUBING WHEl'{E EMITTEl'{S Al'{E NOT NEEDED 10. FLUSH VALVE PLUMBED TO FLUSH HEADER AT LOW POINT 11. OPERATION INDICATOR -INSTALL ON TUBING AT FARTHEST POINT FROM Ol'{IP ZONE VALVE SUPPLY HEADER TEE FLUSH HEADER ELBOW © -© © B ® ©- SUPPLY -® PLAN VIEW FLUSH HEADER HEADER CROSS NOTES: • SET PERIMETER LATERALS APPl'{OXIMATEL Y 4"-6" FROM PLANTER EDGE. • RUN ROWS OF TUBlflG PARALLEL TO LONG AXIS OF PLANTED AREA • INSTALL f'LUSH VALi/ES AT END OF EACH ['{UN. • REFEI'{ TO THE GUIDELINES AND INSTALLATION DETAILS Fl'{OM THE MANUFACTURER FOR THE INSTALLATION OF ALL Dl'{IP LINE SYSTEMS. TEE r-- © A® E l--fl A. POL y TUBING DmP LINE PER LEGEND B. POLY TUBING (BLANK OR Dl'{IP LINE AS NEEDED) SUPPLY HEADER C. NETAFIM INSERT Cl'{JSS MODEL TLCROSS D. NETAFIM INSERT TEE MODEL TLTEE E. POLY TUBING (BLANK 01'{ Dl'{IP LINE AS NEEDED) FLUSH HEADER F. NETAFIM INSERT ELL MODEL TLELL -~-L~-!~-TE~-S!N-~-~_T_Y_P_IC_A_L_S_Y_S_T_~_M_LA_Y_O_U_T ______________ © 1. FIXED SPRAY HEAD & NOZZLE PEI'{ LEGEND 2. 112" x 24" SCH 80 PVC THREADED NIPPLE 3. PLANT MATERIAL PEI'{ PLANTING PLAN (TYP) 4. NATIVE SOIL/ BACKFILL PEI'{ SPECIFICATIONS 5. FINISH GRADE 6. 1/2" MARLEX STREET Ell 7. 1/2" SCH 40 PVC STREET ELL TxT 8. 112" MAl'{LEX STREET ELL 9. SCH 40 PVC LATERAL LINE FITTING WITH =III=I I l=l I '.::.:-J,1-----{ 6 I! 11 .11 [_JI. =11 1=111=[1' p~-=r1--.T1-~ffi~. -, . 112" FEMALE THREADED OUTLET 10. LATEl'{AL LINE PIPING PEI'{ LEGEND 12" 11- SECTION/ ELEVATION ~-----{ 7 NOTES: USE TEFLON TAPE ON ALL PVC TO PVC CONNECTIONS; NO PIPE DOPE ALLOWED. SET PEl'{IMETER HEADS 6"-12" Fl'{OM VERTICAL OBJECTS SUCH AS FENCES AND WALLS, ETC. DO NOT USE FIXED RISE['{ HEADS IN AREAS SUBJECT TO TMFFIC, VANDALISM, OR IN ANY SITUATION WHERE A FIXED l'{ISEI'{ HEAD COULD BE A SAFETY LIABILITY. LOW HEAD Dl'{AINAGE IS NOT ALLOWED. INSTALL ADDITIONAL IN-LINE CHECK I/ALVES AS NEEDED AT NO ADDITIONAL COST TO THE OWNER -:-.. ~~-TS~,-ST-~S-0~-LJ-S_E;_R_S_P_R_I N_K_L_E;_R_~_E_A_D ___ ® 1. ['{EDUCED PRESSURE BACKFLOW PREVENTER PER IRRIGATION LEGEND 2. 1/.1.T. BACKFLOW PREVENTER ENCLOSUl'{E (#S□BC-30SS) 3. Bl'{ASS CLOSE NIPPLE (RIP SIZE) 4. WILKINS 500 SERIES PRESSUl'{E REGULATOR {RIP SIZE) IF CALL':D FOR 5. MOUNT ENCLOSURE TO CONCRETE PAD PER MANUFACTURER 6. 6" THICK CONCl'{ETE PAD 7. FINISH GRADE 8. NATIVE SOIL 9, BRASS NIPPLE (RIP SIZE) LENGTH AS REQUIRED 10. BRASS ELL (RIP SIZE) 11. MAINLINE PIPING PER IRRIGATION LEGEND (TO SYSTEM) 12. SCH 40 PVC MALE ADAPTER {BUSH UP TO MAINLINE PLAN SIZE WHEl'{E RIP DEi/iCE IS SMALLEI'{ THAN MAINLINE SIZE) 13. TYPE 'K' COPPER PIPING BETWEEN METE['{ AND BACKFLOW PREVENTEI'{ 14. WILKINS YBP-80 STRAINEI'{ (RIP SIZE) 12"-18" NOTES: INSTALL PEI'{ ALL LOCAL CODES. FINAL LOCATION TO BE APPROVED IN THE FIELD BY THE LANDSCAPE Al'{CHITECT AND/OR OWNER. ----<0 -~~-,--SY~-TEM-~~-LY L_O_W_P_R ~_V_E_N_T_~_R ___ ---l® ~ kk.sY.ti1&!1J.l\'.l!i{ici"il ;... 'A)X~l<it'dll..t( l~W,\ :t-1" IN PLANTEl'{S k"'-,,"'111_±'.!11=--, l"fl_l i'f, l-1""1 'r'ilJl:'1-1"'11;1'· -!Q---US:1'"'11771T_1""1 lffL!~_-l""'f',.111-11' 12" I -:=! ::= .~ I . . 1--1 --11--, ··1 1 ,--1 I i-i II--=1·1=-"'111=1 ·~ -.!= 11=, = -I -J,--I· CD ·11 ..IU,,,li[ !ll-cnUC5~ ~---------1 ~-------10 o---t----------0 SECTION/ ELEVATION ~----------< 6 ~----0 ~---------<8 0---'\---------{ g ---------------L.......::=.__j----~ 1. FINISH GRADE 2. NATIVE SOIL/ BACKFILL PER SPECIFICATIONS NOTES: 3. 6" POP-UP SPRAY HEAD & NOZZLE PER LEGEND 4. 1/2" MARLEX STREET ELL 5. 1/2" SCH 40 PVC STl'{EET ELL TxT 6. 1/2" x 12" MIN. SCH 80 PVC THl'{EADED NIPPLE 7. 1/2" MAl'{LEX STl'{EET ELL 8. SCH 40 PVC LATERAL LINE FITTING WITH 1/2" FEMALE THl'{EADED OUTLET 9. LATEl'{AL LINE PIPING PER LEGEND USE TEFLO/I TAPE ON ALL PVC TO PVC CONNECTIONS; NO PIPE DOPE ALLOWED. SET PEl'{IMETER HEADS 4"-6" Fl'{OM CURBS AND WALKS AND 6"-12" rnoM 1/El'{TICAL OBJECTS SUCH AS FENCES AND WALLS, ETC. ONLY USE BOTTOM INLET OF HEAD. -~-.. ?-TS-~T-~~-1S 0-~-y S_P_R_I N_K_L_t_R_H_E;_A_D ____ ~@ LANDSCAP[ ARCHITE::CTS 5835 Avenida l:;ncinas, Suite 121 Carlsbad, CA 92008.4430 t 760.602.0144 I 7 60.602.0388 wwwJNTEGRATION-DESIGN.com ('. 1\1) SC N> l, 0 "' .:; C1 Projoct ... , ......... ,., ....................... , ... , 13,005 Scele . .,_, ...... ,_ ..... .,.,,.,H, .............. ,tt,. n/e 11 Jan 13 kk Flr,t Submittal 22 Mer 13 kk Sectrnd Submittal 05 Ma·14 kk Third Submittal 23 Apr14 kk Fourth Submittal 05 Mar 14 kk Final Approved DAE INITIAL OESIGN,R OF WORK REVISION DESCRIPTION 5 DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL APPROVED !=OR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION 0!= PLANTING AREAS TITLE REVIEWED BY: INSPECTOR 1. FINISH GRADE OF MULCH LAYEi'{ 2. MULCHTOP Dl'{ESSING PER PLANTING PLAN 3. POLY TUBING PEI'{ ll'{l'{IGATION LEGEND 4. FINISH Gl'{ADE 5. STEEL TUBING-SOIL STAPLE (NETAFIM Tl.S6 OR APPROVED EQUAL) 6. NATIVE SOIL 7. DEPTH OF MULCH PEI'{ PLANTING PLAN OR SPECIFICATIONS NOTES: LOCATE STAPLES ALONG TUBING AT ABOUT 5' O.C .. AND AT ALL FITTINGS (TEES, ELLS, ETC.) AND CHANGES IN Dll'{ECTION OF TUBING. BURY TUBING PEI'{ THE ll'{l'{IGATION PLAN I NOTES. 1. FINISH GRADE 01'{ FINISH GRADE OF OF MULCH LAYER IF PRESENT 2. NATIVE SOIL 3. POLY TUBING PER IRRIGATION LEGEND 4. OPERATION INDICATOI'{ (NETAFIM #10-F-01 OR APPROVED EQUAL) 5. 2" -3" ABOVE FINISH GRADE 8. DEPTH OF TUBING PER LEGEND AND I 01'{ NOTES NOTES: INSTALL ONE OPERATION INDICATOI'{ FOR EACH Dl'{IP SYSTEM ZONE. LOCATE OPERATION INDICATOR TOWARDS FLUSH E~ID OF SYSTEM, BUT IN VIEW OF THE DRIP ZONE VALVE LOCATION IF POSSIBLE. "AS B U I LT" EXP. DATE DATE CT:] 3 ITY OF ARLSBAD s~jj~s PLANNING DIVISION ; .. ,IN,... ' LANDSCAPE; IMPA0VsMsNT PLANS FOR, ZEPHYR COURT SUBDIVISION a d,iv11lopm13nt by DAVIDSON COMMUNITIES L0nd1cape lrrtgatlon Detall1 APPROVED: PLANNING D N BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. CT 03-06 I DRAWING NO, 434-9M 1ft '"':"(';,;;;:;;;;;;;--;:;;;:;;:::;;oT-;:;;;:;~;:;-;;;-~;;:;;-ri,,;;'s,~sii'c:7wi2 ______________________________________________________ __. _______________________________________________________________________ ..J:J C: \Of{J\\'11NC F'ILES\fl fLC SflEETS\CL'SD-lf'.DW'J llEVlSEO: 5/!G/'!.Ol 2 SIDE VIEW FRONT VIEW 1 I 0 g----------0 ·•. I ® l,. ......•.••.•.•. .,.-_ .. --+J +--------1 3 13 14 f---~~rulT"'OO ~ f 111------------{ : 1. AUTOMATIC CONTROLLER PER LEGEND 2. V.l.T. CONTROLLER ENCLOSURE PER LEGEND AND/OR NOTES 3. #6 AWG BARE COPPER WIRE TO GROUND ROD (PAIGE #160635) 15 SECTION/ ELEVATION 4. TERMINAL STRIPS (PART OF V.1.T. CSA OPTION) 5. 5/8"x1o• SOLID COPPER GROUNDING ROD (PAIGE #182007) 6. 3" SCH 40 PVC CONDUIT FOR CONTROL WIRES -EXTEND ABOVE PAD - 7. V.1.T. QP-XX SERIES "QUICKPAD" ENCLOSURE MOUNTING PAD 8. FINISH GRADE -2" BELOW TOP OF QUICKPAD 9. FILL BASE 3/4 FULL WITH PEA GRAVEL 10. MATIVE SOIL 11. USE LONG PVC SWEEP ELLS FOR WIRES 12. DIRECT BURIAL CONTROL WIRES TO VALVES 13. 120V AC OUTLET AND SWITCH (PART OF V.l.T. CSA OPTION) 14. CADWELD #GR1161G "ONE•SHOT• WELDING KIT (PAIGE #1820037P) 15. PVC CONDUIT WITH 120V AC POWER WIRES TO ELECTRICAL SOURCE ~--------;6 -:-:2-T~-sT-N~_Q_L_L_!; R---=--/ _!; N_C_LQ_S U_R_!; ___ ® 1. FINISH GRADE 2. CLEAN BACKFILL WITH ALL ROCKS 1" OR LARGER REMOVED -90% COMPACTION REQUIRED - SEE SPECS :J. NON-PRESSURE LATERAL LINE PER LEGEND (SNAKE IN TRENCH) 4. PRESSURE MAINLINE PER LEGEND (SNAKE IN TRENCH) 5. CONTROL WIRES -INSTALL BELOW PRESSURE MAINLINE 6. UNDISTURBED NATIVE SOIL 7. TWO LAYERS OF WARNING TAPE RUNNING CONTINUOUS ALONG THE ENTIRE MAINLINE ROUTE -ONE SHALL BE LOCATED DIRECTLY ABOVE THE MAINLINE PIPING AND ONE 12" ABOVE TOP OF MAINLINE ITEM 117 (WARNING TAPE) APPLIES TO RECYCLED WATER SECTION I ELEVATION -~-A~-y~-TE-~-0~-LY_H_I_N_G _____ -,-------CD 1. HARDSCAPING AND AGGREGATE (TYPICAL) 2. CLEAN SAND BACKFILL - COMPACT TO MATCH DENSITY OF NATIVE SOIL 3. LATERAL LINE IN SCH PVC SLEEVE 4. PRESSURE MAINLINE IN PVC SLEEVE 5. CONTROL WIRES IN PVC SLEEVE 6. UNDISTURBED NATIVE SOIL 7. TWO LAYERS OF WARNING TAPE RUNNING CONTINUOUS ALONG THE ENTIRE MAINLINE ROUTE - ONE SHALL BE LOCATED DIRECTLY ABOVE THE MAINLINE PIPING AND ONE 12" ABOVE TOP OF MAINLINE NOTES: SIZE ALL SLEEVES PER THE SLEEVING CHART ON THE IRRIGATION PLANS. EXTEND SLEEI/ES 6" MINIMUM BEYOND EDGE OF HARDSCAPE (AT EACH END) INTO THE PLANTING AREAS. SEE LEGEND AND NOTES FOR SLEEVE PIPE TYPE. SEE NOTES FOR SLEEVING TYPE AND DEPTH FOR ALL SLEEVING UNDER ALL VEHICULAR ROADWAYS. ITEM #7 (WARNING TAPE) APPLIES TO RECYCLED WATER SYSTEMS ONLY. -:-;-SY~-T~-MS_y_NL~_N_G ______________ Q) SECTION I ELEVATION I 1. FINISH GRADE 2. TAPE END OF WIRES TOGETHER WITH ELECTRICIANS TAPE 9. FILL BASE OF BOX WITH PEA GRAVEL -2 CU. FT. MIN. 1/2" IN TURF AREAS. 3" IN SHRUB AREAS 3. CONTROL WIRES I C011MON WIRES PER IRRIGATION LEGEND NOTES: 4. RECTANGULAR PLASTIC VALVE BOX WITH LOCKING LID (RAIN BIRD VB OR APPROVED EQUAL) HEAT BRAND "sw· ON LID IN 2" HIGH BLOCK LETTERS WIRE SPLICES ARE ONLY ALLOWED WITH PRE APPROVAi. FROM LANDSCAPE ARCHITECT AND/ OR OWNER. ALL CONTROL WIRE SPLICES SHALL BE INSTALLED IN PULL BOXES. ALL SPLICES SHALL BE MADE WITH WATERPROOF WIRE CONNECTORS. 5. NATIVE SOIL 6. COMMON BRICK SUPPORTS (4 REQUIRED) 7. WIRES TO/ FROM LANCSCAPED AREAS B. COIL WIRES IN BOX -MNIMUM 36" COIL SPAR!; WIRE;: STUB OUT @ --------E HOA SYSTEMS ONLY 111=1·1=111=1·, . ··:1=1 1•=11! .l:-0 .... I --. "-... "-... -t-=r,. .. 5 -1•1-11·-· 2" '-I1 1--··I-= I= i=: . .1 I=,, =I'::. 11 :=111=111: . ~ *7s;.;p,,t9 c;:~:i"~=. ·'·•:c., ··-. =11 i•-0111=1 0 1-···· .fJ • .( f-' p,. ':) tJ;( .J t~Y /.t '••! -· ·-. -·-=• J J=j J !=J5,,s,.Jf,-r'Y_..,(y,,,\,:. J(4"r' ,'.:ror·icii'ib,, i [=:..:i I l=:J 1 [:: -, ·-' --•-.,~,,, l':T0••7•,,,-r"J'\·· ·~ '"f.K' ... ,,-. ..,,.~, --'--· 1-· -' J •-J [ J-·J j l>_i ... ~L~~l'-;j'-l_r< .. / I ,/~_,·Lt 0/,.r ·~"-· I ·-··' I .~-1? I ·--,~.--~;...=,.,,,.~.<;;', .. .i..,.~,~£.'.4.e, .::..c...;,.,;'.~:.e~~~;=.-. .. , ~.-·: =: I 1=1 I t=I! 1=1 i 1=1 i 1=1 I 1=1 I 1=1 i 1=: I 1=1 I i=i l 1=1 I J::. 1. 10" ROUND PLAS1IC VALVE BOX WITH LOCKING LID (RAIN BIRD VB OR APPROVED EQUAL) HEAT BRAND "CV" ON LID IN 2" HIGH BLOCK LETTERS 2. FINISH GRADE 3. SWING•CHECK VALVE OR SPRING CHECK VALVE AS CALLED FOR IN THE LEGEND (SOLVENT WELD CHECK VALVE TO PVC LATERAL LINE) 4. PVC LATERAL LIN= PER IRRIGATION LEGEND 5. COMMON BRICK SUPPORTS (3 REQUIRED) 6. NATIVE SOIL 7. FILL GASE OF BOX WITH PEA GRAVEL 1/2" IN TURF AREAS. 3" IN SHRU!:J Af,EAS NOTE: ENSURE CHECK VALvE IS ORIENTED IN THE CORRECT DIRECTION FOR PROPER OPERATION. CHECK '/ALVES ARE TO BE INSTALL.ED AT APPROXIMATELY EVERY ·10' OF ELEVATION DIFFERENCE FOR SPRAY I BUBBLER SYSTEM. APPROXIMATELY EVERY 5• OF ELEVATION DIFFERENCE FOR DRIP LINE; SYSTEMS. MORE CHECK VALVES MAY BE NECESSARY THAN SHOWN ON THE PLANS. -;-A~-YS-~-M~-ON_~_V_A_L_V_E ___________ ® fo-----{ 1 ~® reic~=t-~>-------{ 3 <>----<4 Jl\1------{ 5 ~-....f6 SECTION/ ELEV/,TION 1. LOW VOLTAGE WIRES -3 MAXIMUM 2. WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE 3. CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE 4. POLY TUBE PRE-FILLED WITH WATERPROOF GEL 5. LOCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED 6. SCOTCHLOK ELECTRICAL SPRING CONNECTOR -WIRES SHALL BE PRE-STRIPPED OF 112" OF THE INSULATION PRIOR TO INSEf{TION INTO THE CONNE;CTOR • TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY INSERT SCOTCH LOK CONNECTOR AND WIRES INTO TUBE UNTIL THE CONNECTOR PASSES THE LOCK TABS. NOTES: WIRE CONNECTOR SHALL BE A 3M DBY DIRECT BURY SPLICE KIT. KIT SHALL INCLUDE A SCOTCHLOK SPRING CONNECTOR. A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PRE.FILLED WITH GEL. DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2-3 #14 OR 2 #12 PRE·STRIPPED COPPER WIRES. LARGER OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTOR. F,i===============rn1 --~- 6" -'1ir 1-u1 0 11=111=1 2 f------<ll=ill-,ili ta\ I l=I I l=li \.V -{-r,."'\ =1 I l-·-11 !·-· ,---~ 1=1 I 1=1 I J'n~~--m-i----~\LI ILLI~. Jr( · -lg\ 111 '-V ~1r----111-~_,.=I 11= @ ::-. I = "·---11-'-cl =111 ·-@1 = =ii ® =I 1 ::=1 11 USE BOX LARGE ~r-. -· 1===1 1 ::-:: @ 16 -,:.: .. '1-·-ENOUGH TO FIT ALL 4" -[ .11 12 @ :=1□· · :Ii COMPONENTS ~ I-~I I l·-1=-=-.7'"'Q"".>J"''::r"-J·•r----:r-.. <J:J ... c-r._ •1--_.7--,-P''?Y"'1;::;.-,,.c:r-y;,,-'7cr"'~ sT -I 13 ". 1 , ·,.__ . i-o('i'/{Jy!t,"ii,fcjJ!'ji{:ii?{_f-<;Itlt'liJ::'J!J?-{.VpjJ:._/3/J_':'' · 7= @ !~-~111--·, -:::::':..::::::J.'J'-,·~•~]['.~1~1D(~¾?p. (i:~\91~:P~~~~Q-!t~lQ.:~A1?5~R· '~, __ --1 14 :--1--~ L..L.-.i': U-1 ,. (~ (.. ~ • ,. r_,.:.... ~L......t5.:J. ___ . .<"_] ·.,::.............::o,. 1. REMOTE CONTROL VALVE PER LEGEND 10. RECTANGULAR PLASTC VALVE BOX USED AS 2. RECTANGULAR PLASTIC VALVE BOX WITH LOCKING EXTENSION -RAIN BIRJ VB OR APPROVED EQUAL LID -HEAT BRAND STATION NUMBER AND "DZ" ON 11. SCH 40 PVC FEMALE AJAPTER LID IN 2" HIGH BLOCK LETTERS -RAIN BIRD VB OR 12. WYE•FILTER PER LEGEND APPROVED EQUAL 13. FILL BASE OF BOX WIT -i PEA GRAVEL 3. 1.0. TAG WITH STATION NUMBER PRINTED 14. COMMON BRICK SUPPORTS (4 REQUIRED) ON IT (CHRISTY•s #ID·STD·Y1) 15. MAINLINE PIPING PER RRIGATION LEGEND (PLAN 4. SCH 40 PVC MALE ADAPTER SIZE) 5. BALL VALVE PER LEGEND (LINE SIZE) 16. SCH 40 PVC MAINLINE "ITTING (OUTLET TO BE 6. SCH 80 PVC CLOSE NIPPLE VALVE SIZE) 7. FlfllSH GRADE 17. SCH 40 PVC MAINLINE 0 iPING (VALVE SIZE- B. NATIVE SOIL LENGTH AS REQUIREC 9. PVC PIPING TO SYSTEM (CONNECT AND ADAPT AS 18. SCH 40 PVC ELL (VAL\/c SIZE) NECESSARY) 19. #14 UF WIRES TO CON[ROLLER (COLOR CODED) 20. WATERPROOF WIRE CJNNECTOR (2 REQUIRED) _C_O_N_T_R_O_L_V_A_L_v_i; __ ·_1,_2"-IN-TU-RF-A-RE-AS_. 3-"IN-S-HR-UB-A-REA_s_©c HOA SYSTEMS ONLY -· DRIP ZONE VAL VE HOA SYSTEMS ONLY LANDSCAPE ARCHITECTS 5835 Avenida !;ncinas, Suite 121 Carlsbad, CA 92008.4430 ~WJSCAp C, ::J (COLOR n Jon 1l kk Fir,t Submittal 22 Mor13 kk Second Submillol o.5Mori4 kk Third Submittol 23Apr4 kk Fourth Submlllol 05 Moyl4 kk Fino! Approved APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISI:=: LOCATION OF PLANTING ARl:=:AS r 1. BALL VALVE PER IRRIGATION LEGEND (MAINLINE SIZE) 2. RECTANGULAR PLASTIC VALVE BOX WITH LOCKING LID (RAIN BIRD VB OR APPROVED EQUAL) HEAT BRAND "BV• ON LID IN 2" HIGH BLOCK LETTERS 3. FINISH GRADE 4. SCH 80 PVC MALE ADAPTER (2 REQUIRED) 5. SCH 40 PVC 45 DEGREE ELL (4 REQUIRED) 6. NATIVE SOIL 7. MAINLINE PIPING PER IRRIGATION LEGEND 8. COMMON BRICK SUPPORTS (4 REQUIRED) 9. FILL BASE OF BOX WITH PEA GRAVEL ' 112" IN TURF AREAS. 3" IN SHRUB AREAS NOTES: Off.SET VALVE BOX AROUND BALL VALVE TO ALLOW SPACE FOR FULL MOVEMENT OF BALL v AL vi; THEl3ALLVALVEHANDLE. --------~ HOA SYSTEMS ONLY ~) 1. QUICK COUPLING VALVE PER IRRIGATION LEGEND 2. #4x36" REBAR SUPPORT STAKE (2 REQUIRED) 3. STAINLESS STEEL CLAMP (2 REQUIRED) 4. FINISH GRADE 5. 10" ROUND PLASTIC VALVE BOX WITH LOCKING LID -HEAT BRAND "QC" ON LID IN 2" HIGH BLOCK LETTERS -RAIN 81RD VB OR APPROVED EQUAL 6. 1"x0" SCH 80 PVC NIPPLE 7. 1" SCH 40 PVC STREET ELL (3 REQUIRED) 8. COMMON BRICK SUPPORTS (3 REQUIRED) 9. 1"x12" SCH BO PVC NIPPLE 10. 1" SCH 40 PVC ELL (SxT) 11. 1" SCH 40 PVC MAINLINE (12" MINIMUM LENGTH) 12. SCH 40 PVC MAINLINE FITTING (TEE OR ELL) WITH 1" SLIP OUTLET 13. MAINLINE PIPING PER IRRIGATION LEGEND (PLAN SIZE) 14. NATIVE SOIL 15. FILL BASE OF BOX WITH PEA GRAVEL 112" IN TURF AREAS. 3" IN SHRUB AREAS __,p_A~-YST-1E~-SOK_NLY_C_O_U_P_L_E_R__,_ ________ ® "AS BUil T" TITLE EXP. DATE REVIEWED BY: INSPECTOR DATE ~ ITY OF ARL BAD Sl-:IE~TS j33: 4 PLANNING DIVISION '.-~.-,.· .. : .. LANDSCAPo IMPROVEMENT PLANS FOR, ZtPHYR COURT SUBDIVISION a developrtt13nt by DAVIDSON CoMMUNITll:S Landscape Irr/gallon Detail, APPROVED: I 760.602.0144 f 760.602.0388 Projecl ............ _ .............................. 13.065 t------------t----t---+------------t---+--+-----i---J ~P~LA~N~N~IN~G===::;-;:==~:::::::::;:::=;:==;-;=::::=:::::====~ D N BY: ---PROJECT NO. I DRAY~NG NO. l'flr/r.lNTl:GRA TION-Dl:SIGN.com Scale ............ ,..................................... n/a 2~~,g ~~~--CT 03-06 . 434-9M ~-------~ DA TE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL 0THEH APPROVAL CITY APPROVAL -0 ...'.. L,--,.~=~~:-:'."Cc==:--=-:=::::---:::c:=~";:-;'"=:---------------------------------------------------------------------------------------------------------------------------------------1-I C: \UHA'/IING fRE5\TI ru-~ SHEEfS\CLSO-!P.OWG £1EVISED: 5/1~/21)12 12" ~-----18 SECTION/ ELEVATION 1. FIXED SPRAY HEAD & NOZZLE PER LEGEND 2. 1/2" x 24" SCH 80 PVC THREADED NIPPLE 3. PLANT MATERIAL PER PLANTING PLAN (TYP) 4. NATIVE SOIL/ BACKFILL PER SPECIFICATIONS 5. FINISH GRADE 6. 1/2" MARLEX STREET ELL 7. 1/2" SCH 40 PVC STREET ELL TxT 8. 1/2" MARLEX STREET ELL 9. SCH 40 PVC LATERAL LINE FITTING WITH 1/2" FEMALE THREADED OUTLET 10. LATERAL LINE PIPING PER LEGEND NOTES: USE TEFLON TAPE ON ALL PVC TO PVC CONNECTIONS; NO PIPE DOPE ALLOWED. SET PERIMETER HEADS 6"-12" FROM VERTICAL OBJECTS SUCH AS FENG ES AND WALLS, ETC. DO NOT USE FIXED RISER HEADS IN AREAS SUBJE;CT TO TRAFFIC, VANDALISM, OR IN ANY SITUATION WHERE A FIXED RISER HEAD COULD BE A SAFETY LIABILITY. LOW HEAD DRAINAGE IS NOT ALLOWED. INSTALL ADDITIONAL IN-LINE CHECK VALVES AS NEEDED AT NO ADDITIONAL. COST TO THE OWNER. -~!-!-T~?-ONL_~_IS_ER_S_P_R_I N_K_L_ER_H_~A_D __ @ @~-----d7\ /"•· 2 )-----' .· . /' . ' 3 ®-~-~v ,·, ...,,,;-\.. ®-''•\/ '· ·,·· "· ' ,/ RWSTOHAVE NON-POTABLE GRATE ©--~=====V PLAN VIEW 1. "RAIN BIRD 1401 BUBBLER 2. ROOTBALL OF TREE 3. 2" OF PEA GRAVEL AROUND RWS 4. "4" BASKET WEAVE CANISTER 5. "112" ELL 6. SCH 40 PVC ELL (LATERAL LINE SIZE) 7. FINISH GRADE 8. "SCH 80 PVC NIPPLE 9. NATIVE SOIL 10. USE RWS-SOCKAROUND RWS IN SANDY SOILS 11. " 12" SWING ASSEMBLY 12. LATERAL LINE PIPING PER . IRRIGATION LEGEND (PLAN SIZE) 13. SCH 40 PVC LATERAL LINE FITTING WITH 1/2" THREADED OUTLET 14. TREE STAKE PER PLANTING PLAN 15. TRUNK OF TREE 16. RAIN BIRD RWS (ROOT WATERING SYSTEM) PER IRRIGATION LEGEND (SHADED) 1/2" IN TURF AREAS, 2"-3" IN SHRUB AREAS " COMPONENTS INCLUDED IN RWS NOTE:8: LOCATE TREE BUBBLERS ON OPPOSITE SIDES OF THE PLANT ADJACENT TO THE ROOTBALL. LOCATE BUBBLERS AND ROUTE PIPING TO AVOID TREE STAKES AND DAMAGE TO ROOTBALL. -Ta-~y-;-E~-0~-LYO_O_T_W_A_T_E_R_I N_G_S_Y_S_T_E_M _ _,® _NO_T_U_S_t;:_D _______ CD -,r~-----EQUAL ------;f------EQUAL------{-SUPPLY HEADER TEE /0 0 0- ~--.I ----~--1----------------------- /-® ROW~ING PER PLAN r 0 ~~ ~ EMITTERS IN ® © TRIANGULAR ~ PATTEcRN '-" ~ ----------------- ® ~-® ®-~ ROW SPACING PER PLAN 0 ----------~------ PLANVIEW -;:·i 0-'.. "' ------~----------' ® ® I SUPPLY HEADER CROSS '.. 1·r~ cb -® © PLAN VIEW 0---rCD ~® D }----------<> 1. DRIP ZONE VAL'.E PER LEGEND 2. PVC LATERAL LIHE -SIZE PER PLAN 3. PVC SUPPLY HEADER -SIZE PER PLAN (LOCATE IN HYD,AULIC CENTER OF ZONE) 4. SUPPLY HEADEP. CROSS CONNECTION -ffE DETAIL AT RIGHT 5. SUPPLY HEADER TEE CONNECTION - SEE DETAIL AT RIGHT o. TECH LINE CV DRIP LINE PER LEGEND 7. PVC FLUSH HEADER ELBOW CONNECTION -SEE DETAIL AT RIGHT 8. PVC FLUSH HEADER TEE CONNECTION -SEE DETAIL AT RIGHT 9. PVC FLUSH HEADER -3/4" UNLESS NOTED OTHERWISE 10. AUTOMATIC FLUSH VALVE PLUMBED TO FLUSH HEADER AT LOW POINT 11. OPERATION INDICATOR -INSTALL ON TUBING AT FARTHEST POINT FROM DRIP ZONE VALVE NOTES: • SET PERIMETER LATERALS APPROXIMATELY 6" FROM PLANTER EDGE. • RUN ROWS OF TUBING PARALLEL TO LONG AXIS OF PLANTED AREA • INSTALL ONE FLUSH VALVE ON EACH FLUSfl HEADER. • REFER TO THE MANUFACTURER'S GUIDELINES AND INSTALLATION DETAILS FOR THE INSTALLATION OF ALL DRIP LINE SYSTEMS. A NETAFIM TECHLINE CV DRIP LINE PER LEGEND B. NETAFIM INSERT MALE ADAPTER -MODEL TL075MA C. SCH 40 PVC BUSHING -SUPPLY HEADER SIZE TO 3/4" FIPT D. PVC SUPPLY HEADER PER LEGEND E. SCH 40 PVC TEE -SUPPLY HEADER SIZE FLUSH HEADER ELBOW @(I1 @ FLUS~ HEADER TEE B) cc @ F. SCH 40 PVC CROSS -SUPPLY HEADER SIZE G. PVC FLUSH HEADER PER LEGEND -3/4" UNLESS NOTED OTHERWISE H. SCH 40 PVC sxr ELL -EXHAUST HEADER SIZE WITH 3/4" FIPT I. SCH 40 PVC Sx3xT TEE· EXHAUST HEADER SIZE WITH 3/4" FIPT APPROVED ~OR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION O~ PLANTING AREAS 1. FINISH GRADE OF MULCH LAYER 2. MULCH TOP DRESSING PER PLANTING PLAN 3. POLY TUBING PER IRRIGATION LEGEND 4. FINISH GRADE 5. STEEL TUBING-SOIL STAPLE [NETAFIM TLS6 OR APPROVED EQUAL) 6. NATIVE SOIL 7. DEPTH OF MULCH PER PLANTING PLAN OR SPECIFICATIONS NOTES: LOCATE STAPLES ALONG TUBING AT ABOUT 5' O.C .. AND AT ALL FITTINGS (TEES, ELLS, ETC.) AND CHANGES IN DIRECTION OF TUBING. BURY TUBING PER THE IRRIGATION PLAN / NOTES. -?aA-~~T-~S-:L-~N_E_T_Y_PI_C_A_L_SY_S_T_E;M_L_A_VO_UT _____________ © SECTlotl / ~----------< 1 ELEVATION f.iiCCC===lc==~ ~~-~~-~_. 'm"'_JTTLJTT':"'_m' ~n 1-"--111::=rn::-:rn::r-0 ~ 111=:1 I t::.J i 1=1 I I= :1 ! 1---1 i 1=: ! :--.:1 G) ~\,-=I I :=:=:Ii l=I I IC:1I 'I 1::.=.::1 11=1 I I:=! 11:.: -G) :.:= ·= I =! l=I I !=111=1 11=11 I:.: 111:-:::-:1 I 1=1 1 ·=111: lo\ =111:::1: ::::-_I I ::--:-·I !..1 -.1 -I I~ . I..V -' -,-, ,---, 0 _ _JI i I! I II I=;=' 3" MIN. l=I ! 1 _JI i=! Ii= 111 -j 11 111:-·1 h '' Ji 1·-~ ! ' --! lo\ =111=:11 J=! -....._ -...._ 1=111=· 1 I:.: \V -j J J_,-. J J--I JI' ~ ,r-;c•r' o.s-'l.·,,,o--r -·1-1"---11 .-1 1-1 =I ::= :· -· -)';;(Jt:. t:r i\lr~p:(Jt7 p ,s:, --:, , ::.:..--::, , ::_--:.: 7 11 1-l I l---=~"'-~-ff·.22T$ci 4" i'o/:;;0 t,rs(i¾,'~-I 11 : 11 1::: 111=11I=111-,-ct_o~-U:.L.J:5~-:f·::,,7tQ__q;p.,t0-, -I 1' '1=1' i=I --, -...!.l<;,•rr-:--=-:--,'1~-;-,=,-r, ~~ ... ~,:-f., -~ I.--1 I 1-1 ! 1-111-111-111-111-11-111-111-111-111--: Ir-- 1. 6"-7" ROUND PLASTIC VALVE BOX WITH LOCKING LID (RAIN BIRD VB OR APPROVED EQUPL) -HEAT BRAND "CV" ON LID IN 2" HIGH BLOCK LETTERS 2. FINISH GRADE 3. KBI OR APPROVEJ EQUAL IN-LINE SWING OR SPRING CHECK VALVE -1/2 FIPT 4. POLY TUBING PER IRRIGATION LEGEND AND PLANS 5. COMMON BRICK SUPPORTS (2 REQUIRED) 6. NATIVE SOIL 7. FILL BASE OF BOX WITH PEA GRAVEL 8. NETAFIM TL050MA ·1/2" MALE ADAPTER -2 REQUIRED 1/2" IN TURF AREAS, 3" IN SHRUB AREAS NOTE: ENSURE CHECK VAL\E IS ORIENTED IN THE CORRECT DIRECTION FOR PROPER OPERATION. CHECK VALVES ARE TO BE INSTALLED AT APPROXIMATELY EVERY 5' OF ELEVATION DIFFERENCE. MORE CHECK VALVES MAY BE NECESSARY THAN SHOWN ON THE PLANS. USE SWING CHECK VALVES WHEN WATER FLOWING UP-HILL. USE SPRING CHECK VALVcS WHEN WATER FLOWING DOWN-HILL. -S-~-s~-EM~-0N_~_V_A_L_V_~_O_N_T_U_B_I_N_G ____ ® 1" . \liW,('£(14:lt(i/,1',iMil H f-i-1 H)/;({i( X ~.\'{U1!W.tl,Of,\~ · -, I 1'.11-1 I 1~1 -: I ii..L:=---11""1: -c1'--"-;,l=l l-rr1-Fl 1"-i'J1_wul't<:Tln~'Fi1 I 12" :1 11 I ! i ·111 _JI 1-~ IL -I I h , T-_ I I f_~J 11 11 [] TI'".{! I• • "'-e-•.---•---'1' -111-= :.=-II!-'-Y SECTION/ ELEVATION ~---0 t------+--------~0 ~---© ~-----< 5 ~-----< 6 9)---\.~7~-------------~8 1. FINISH GRADE 6. SCH 40 PVC LATERAL LINE FITTING WITH 2. NATIVE SOIL/ BACKFILL PE'i SPECIFICATIONS 3. 6" OR 12" HI-POP SPRAY HEI\D & NOZZLE PER LEGEND 1/2" FEMALE THREADED OUTLET 7. 1/2"x12" MIN. SCH 80 PVC THREADED NIPPLE NOTES: USE TEFLON TAPE ON ALL PVC TO PVC CONNECTIONS; NO PIPE DOPE ALLOWED. SET PERIMETER HEADS 4"-6" FROM CURBS AND WALKS AND 6"-12" FROM VERTICAL OBJECTS SUCH AS FENCES AND WALLS, ETC. ONLY USE BOTTOM INLET OF HEAD. 4. LATERAL LINE PIPING PER LEGEND 8. 1/2" SCH 40 PVC STREET ELL TxT 9. 1/2" MARLEX STREET ELL 5. 1/2" MARL.EX STREET ELL -~A-~~-~M-?o-~_S_P_R_IN_K_L_E_R_H_~_A_D ____ ® SECTION/ ELEVATION 1. FINISH GRADE 2. 6"-7" ROUND PLASTIC VALVE BOX WITH SNAP-ON LID (RAIN BIRD VB OR APPROVED EQUAL) HEAT BRAND "Fl/" ON LID IN 2" HIGH BLOCK LETTERS 3. MANUAL FLUSH VALVE (NETAFIM TLSOV OR APPROVED EQUAL) 4. POLY TUBING -DEPTH PER IRRIGATION PLAN 5. COMMON BRICK SUPPORTS (2 REQUIRED) 6. FILL BASE WITH I CUBIC FOOT OF PE;A □RAVEL 7. NATIVE SOIL 1/2" IN TURF AREAS, 3" IN SHRUB AREAS 5 FINISH GRADE OF\ FINISH GRADE OF OF MULCH LAYER IF PRESENT 2. NATIVE SOIL 3. POLY TUBING PER IRRIGATION LEGEND 4. OPERATION INDICATOR (NETAFIM #10-F-01 OR APPROVED EQUAL) 5. 2" -3" ABOVE FINISH GRADE 6. DEPTH OF TUBING PER LEGEND AND/ OR NOTES NOTES: INSTALL ONE OPERATION INDICATOR FOR EACH DRIP SYSTEM ZONE. LOCATE OPERATION INDICATOR TOWARDS FLUSH END OF BYBTEM, BUT IN VleW OF THE: DRIP ZONE VALVE LOCATION IF POSSIBLE. -~-A~-YST-~-8~-N~_L_F_L_U_S_H_V_A_L_V_E ______ @ LANDSCAPE ARCHITECTS 5835 Avenido Encinas, Suite 127 Carlsbad, CA 92008.4430 t 760.602.0144 f 760,602.0388 l'(W'/1.INTEGRATION-DESIGN.com Project. ................................ , .. ,, ........ 13.005 Scale .. ,. ........ , ..................... tt.,..,,........ n/!!I "AS BUil T" TITLE EXP. DATE REVIEWED BY: INSPECTOR DATE 11 Jan ll kk Flr,t Submlttol ~ ITY Q F SHEETS t---20,---,25...,.MM-,---aor...,.r:.34c+--ckkkkcc--+---cs=-•-co-c-nd-,---S-,---u_bm_l.,.tta_l _____ -t~---+--+--~t-----1 5 PLANNING DIVISION ! 33 ( Third Submittal ~~~~~~~~~~~~====='---==:::' ... :::.•:::·.!~ 23 Apr l4 kk Fourth Svbmlltol LANDSCAPE; IMPROVtMtNT PLANS FOR, OS Moyl4 kk Final Approv•d ZEPHYR COURT SUBDIVISION a development by DAVIDSON COMMUNITIES Land1c0pe lrri9Qtlon Details ' .. /-t.:,\ \ L3'-E;.{)..:>1 I ~------+---+-------------+----+--+---1-----1 I A_P--:--P--,R_o_v_E_D:-~~~1~~~~~ ..il-__ _ PLANNING DA TE INITIAL DcSIGNffi OF '//ORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL omrn APPROVAL CITY APPROVAL D N BY: __ _ CHKD BY: ___ , RVWD BY: I DRAWING NO. 434-9M ~-------""'" PROJECT NO. CT 03-06 ~ .,.,.~=..,,,.,,,,,.,,=...,,,.,,=:-,c-:,::-:,~,::-:,~=-:,-~=~---------------------------------------------------------...... ----------------------------------------------------------------------------.J--1 , C: \□r~AWlNG FILCS\fffLE SHEElS\GL':iO-!P.OWG HE\'lSEU: 5/15/20!2 I I I ' ' I ; i . ' ' l ! I ' ' ! • I ' C: \DHl\'1%'lC FILES\flTLE SH~ETS\CI. .. SU-tP,OWG PRESSURE LOSS CALCULATIONS STATION #14 / 6 GPM HIGHEST ELEVATION EQUIPMENT SIZE Service Line• Copper {50' Estimate) 2" Water Meter 1 1/2" Backflow Preventer (RIP Type) 1" - Master Control Valve 1 1/2" Flow Sensor 1" Sch 40 PVC Mainline -1800' Loop 1 1/4" Electric Control Valve 1" Lateral Lines (10% Pressure Dif. Max.) Misc. SUBTOTAL PRESSURE LOSSES MISC. LOSSES THROUGH SYSTEM 10% Elevation Gain in Feet (Pressure Loss) o TOTAL PRESSURE LOSSES Pressure Required at Sprinkler Head TOTAL PRESSURE REQUIRED Static Pressure at POC (Calculated from HGL) RESIDUAL PRESSURE PRESSURE LOSS CALCULATIONS STATION #28 / 17 GPM FARTHEST FROM POC / HIGHEST FLOW EQUIPMENT SIZE Service Line -Copper (50' Estimate) 2" 1Nater Meter 1 1/2" Backflow Preventer (RIP Type) 1" Master Control Valve 1 1/2" Flow Sensor 1" Sch 40 PVC Mainline -1800' Loop 1 1/4" Electric Control Valve 1" Lateral Lines (10% Pressure Dif. Max.) Misc. SUBTOTAL PRESSURE LOSSES MISC. LOSSES THROUGH SYSTEM 10% Elevation Gain in Feet (Pressure Loss) -25 TOTAL PRESSURE LOSSES Pressure Required at Sprinkler Head TOTAL PRESSURE REQUIRED Static Pressure at POC (Calculated from HGL) RESIDUAL PRESSURE HEVISEO: 5/1~/2.0!2 LOSS 0.4 0.5 13.0 0.5 2.0 3.8 1.8 5.0 27.0 2.7 0.0 29.7 30.0 59.7 75.8 16.1 LOSS 0.8 1.6 13.0 0.5 2.0 4.7 2.5 5.0 30.1 3.0 -10.8 22.3 40.0 62.3 75.8 13.5 IRRIGATION SCHEOULE GUIDELINE· PLANT ESTABLISHMENT PERIOD Ow Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Total 0:: z HYDRCZONE DATA Days per Month = 31 28 31 30 31 30 31 30 31 31 Oo 31 30 365 >-N :c Historic ET =' 2.2 2.8 3.5 3.8 5.0 4.7 4.7 5.2 4.2 3.4 2.5 2.0 44.0 Plant Kc= 0.80 Total Monlhly Run Time 100 127 158 172 226 213 213 235 190 154 113 91 w Soil Type= SandyLoam Irrigation Days per Month 30 28 31 30 31 30 31 31 30 31 30 27 u.. ~ Ct: _J Root Depth= 1 Station Run lime per ID 4 5 6 6 8 8 7 8 7 5 4 4 ::, C. ... -Ct: Precip. Rate= 1.33 Cycles per Irrigation Day 1 1 1 1 1 1 1 1 1 1 1 1 Cl Irr. Eff. = 0.80 Station Run Time per Cycle 4 5 6 6 8 8 7 8 7 5 4 4 Plant Kc= 0.40 Tola! Monthly Run Time 158 200 250 212 358 336 336 372 300 243 179 143 w Soil Type= Sandyloam Irrigation Days per Month 8 10 ·12 ·13 17 16 16 18 14 ·12 9 7 Cl Z ::, -O'. _J Root Deptt1 = 2 Station Run Time per ID 20 20 21 21 22 21 21 21 22 21 20 21 :c !,, V) Ct: Precip. Rate= 0.42 Cycles per Irrigation Day 1 1 1 1 1 1 1 1 1 1 1 1 Cl Irr. Elf.= 0.80 Station Run Time per Cycle 20 20 2t 21 22 21 21 21 22 2·1 20 21 Plant Kc= 0.40 Total Monthly Run Time 95 120 150 163 215 202 202 223 180 146 106 86 Cl Ct: Soil Type= Sandy Loam Irrigation Days per Month 8 10 12 13 17 16 16 18 ·14 12 9 7 ::, :g Ct: 0 Root Depth= 2 Station Run Time per ID 12 12 13 13 13 13 13 13 13 13 12 13 :c "' V) C. Precip. Rate= 0.80 Cycles per Irrigation Day 1 1 :;; ·1 ·1 1 1 1 1 1 1 1 1 Irr. Elf.= 0.70 Station Run Time per Cycle 12 12 13 13 13 13 13 13 13 13 12 13 Plant Kc= 0.40 Total Monthly Run Time 180 229 286 311 409 384 384 425 343 278 205 164 O'. Soil Type= Sandy Loam Irrigation Days per Month 8 10 12 13 17 ·w 16 rn 14 12 9 7 Cl 0 ::, r Root Depth" Station Run Time per ID Ct: -,; 2 23 23 24 24 25 24 24 24 25 24 23 24 :c r --(/) 0 a: Precip. Rate" 0.42 Cycles per Irrigation Day 1 1 1 1 1 1 1 1 1 1 1 ·1 Irr. Eff. = 0.70 Station Run Time per Cycle 23 23 24 24 25 24 24 24 25 24 23 24 Plant Kc= 0.40 Total Monthly Run Time 44 56 70 76 100 94 94 104 84 68 50 40 a: w Soil Type= Sandylaarn Irrigation Days per Month 2 3 3 4 5 4 4 5 4 3 3 2 w _J W Cl Root Depth" 8 Station Run lime per ID 22 19 24 19 20 24 24 21 21 23 17 20 Ct: Cl ... ::, Cl Precip. Rate:::: 1.50 Cycles per Irrigation Day 2 2 2 2 2 2 2 2 2 2 2 2 ~ Irr. Eff. = 0.80 Station Run Time per Cycle 11 10 12 10 10 12 12 11 11 12 9 10 Plant Kc= 0.40 Total Monthly Run Time 22 28 35 38 50 47 47 52 42 34 25 20 V) Ct: Soil Type= Sandy Loam Irrigation Days per Month 2 3 3 4 5 4 4 5 4 3 w w 3 2 w _J -·-· O'. £ll Root Depth= 8 Station Run Time per ID 11 10 12 10 10 12 12 11 ·11 12 9 10 r §l Precip. Rate= Cycles per Irrigation Day - £ll 3.00 2 2 2 2 2 2 2 2 2 2 2 2 N Irr. Elf.= 0.80 station Run Time per Cycle 6 5 6 5 5 6 6 6 6 6 5 5 IRRIGATION SCHEDULE GUIDELINE -ESTABLISHED PLANTS Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Total Ow Ct: z HYDROZONE DATA Days per Montt1 = 31 28 Cl 0 31 30 31 30 31 31 30 31 30 31 365 >-N :c Historic ET:::: 2.2 2.8 3.5 3.8 5.0 4.7 4.7 5.2 4.2 3.4 2.5 2.0 44.0 Plant Kc= 0.80 Total Monthly Run Time 100 127 158 172 226 213 213 235 ·190 154 113 91 -----w u.. ~ Soil Type= Sandy Loam Irrigation Days per Month 10 13 16 17 23 21 21 24 19 10 12 9 O'. _J Root Depth= 3 Station Run Time per ID 10 10 10 11 10 11 10 10 ::, C. 11 10 10 11 ... 12 Precip. Rate= 1.33 Cycles per Irrigation Day ·1 1 1 1 1 Cl 1 1 1 1 1 1 1 -- Irr. Eff. = 0.80 Station Run Time per Cycle 10 10 10 11 10 11 11 10 10 10 10 11 Plant Kc= 0.40 Total Monthly Run Time 158 200 250 272 358 336 336 372 300 243 179 143 w Soil Type= Sandy Loam Irrigation Days per Month 3 4 4 5 6 6 6 6 5 4 Cl Z 3 3 ::, -----O'. _J Root Depth= 6 Station Run Time per ID 53 50 63 55 60 56 56 62 60 61 60 48 :c !,, V) Ct: Precip. Rate== 0.42 Cycles per lrrigation Day 1 1 2 1 2 2 Q 1 1 2 2 2 1 . Irr. Eff. = 0.80 Station Run Time per Cycle 53 50 32 55 30 56 56 31 30 31 30 48 Plant Kc= 0.40 Total Monthly Run Time 95 120 150 163 215 202 202 223 180 146 108 86 CD O'. Soi! Type::: Sandyloam Irrigation Days per Month 3 4 4 5 6 G 6 6 5 4 3 3 ::, :g Ct: 0 Root Depth= 6 Station Run T[me per ID 32 30 38 33 36 34 34 38 36 37 36 29 :c "' V) C. Precip. Rate= 0.80 Cycles per Irrigation Day 2 1 ::; 2 2 2 2 2 2 2 2 2 1 Irr. Eff. = 0.70 Station Run Time per Cycle 16 30 19 17 18 17 17 19 18 19 18 29 Plant Kc= 0.40 Total Monthly Run Time 180 229 286 311 409 384 384 425 343 278 205 164 --0:: Soil Type= Sandy Loam Cl 0 Irrigation Days per Month 3 4 4 5 6 6 6 6 5 4 3 3 ::, ... Root Deplll" Station Run Time per ID 0:: <>: 6 60 58 72 63 69 64 64 71 69 70 69 55 :c ... V) 0 Precip. Rate= 0.42 Cycles per Irrigation Day 2 2 2 2 2 2 0:: 2 2 2 2 2 1 Irr. Eff. = 0.70 Station Run Time per Cycle 30 29 36 32 35 32 32 36 35 35 35 55 Plant Kc= 0.40 Total Monthly Run Time 44 56 70 76 100 94 94 104 84 68 50 40 O'. Soil Type= Sandy Loam Irrigation. Days per Month w 1 1 1 2 2 2 2 2 2 1 1 1 w _J W CD Root Depth= 24 Station Run Time per ID 44 56 70 38 50 47 O'. Cl 47 52 42 68 50 40 r ::, Cl Precip. Rate= 1.50 Cycles per Irrigation Day 3 4 5 3 4 3 3 4 3 5 4 3 ~ Irr. Eff. = 0.80 Station Run Time per Cycle 15 14 14 13 13 16 16 13 14 14 13 14 Plant Kc= (/) 0.40 Total Monthly Run Time 22 28 35 38 50 47 47 52 42 34 25 20 O'. Soil Type= Sandy Loam Irrigation Days per Month 1 1 1 2 2 w"' 2 2 2 2 1 1 1 w _J Root Depth= 24 Station Run Time per JD 0: Cl 22 28 35 19 25 24 24 20 21 34 25 20 ... £ll ::, Precip. Rate= 3,00 Cycles per Irrigation Day Cl 3 4 5 3 4 3 3 4 3 5 4 3 N Irr. Elf.= 0.80 Station Run Time per Cycle 8 7 7 7 7 8 8 7 7 7 7 7 IRRIGATION SCHEDJLE GUIDELINE NOTES IRRIGATION SCHEDJLE GUIDELINE IS BASED ON THE HYDROZONE DATA LISTED IN Tl-IE CHARTS ABOVE (HISTORICAL ET, ESTIMATED CROP COEFFICIENT FRON WUCOLS Ill, ESTIMATED SOIL TYPE, ESTIMATED ROOT DEPTH, CALCULATED PRECIPITATION RATE, ESTIMATED IRRIGATION EFFICIENCY, AND A MANAGED ALLOWABLE DEPLETION OF 50%). THIS SCHEDULE WILL NEED TO BE FINE-TUNED AND ADJUSTED BASED ON ACTUAL SITE CONCITIONS. Tl-IE CONTROLLER FOR THIS PROJECT IS A 'SMART' CONTROl.LER. IT IS SUGGESTED THAT THE AUTOMATIC ET ADJUSTMENT FEA1\JRE NOT BE USED UNTIL PLANTS HAVE DEVELOPED ESTABLISHED ROOT SYSTEMS . INTEGRATION a· . ')"'1"'·"' :.• i'.:.:r:'\'•~ ,u.-·~,,·l:.,,,.;1.~ ~k~"•' .ii . ~ - Df:SIGN STUDIO LANDSCAP!; ARCHITECTS 5835 Avenido E;ncinos, Suite 121 Carlsbad, CA 92008.4430 t 760.602.0144 f 760.602.0388 www.l NTE;GRA TIO N-DE;SIGN.com APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS A3-1881 CALCULATIONS: ESTIMATED APPLIED WATER USE EAWU = Estimaled Applied Water Use by Hydrozone (GALLONS) EAWU = (ETo) x (0.62) x [(PF) x (HA)/ (IE)+ (SLA)J Reference ET ETo = 44.0 (inches per year) 0.62 Conversion Factor 0.62 = (to gallons per square loot) Hydrazone AB-1881 CALCULATIONS: MAXIMUM APPLIED WATER ALLOWANCE PF = Plant Factor (Kc) Specific MAWA = Maximum Applied Water Allowance (GALLONS) HA = l-lydrozane Area Hydrozone MAWA = (Ela) x (0.62) x ((0.70 x LA)+ (0.3 x SLA)j Specific Hydrozone ETo = Reference Evapotranspiration (inches per year) 44.0 IE = Irrigation Efficiency Specific 0 62 = Conversion Factor (to gallons per square foot) 0.62 SLA = Special Landscape Area o 0.70 = ET Adjustment Factor (70% of Reference ET) 0.70 LA= Total Landscaped Area (square feel) 35,505 (PF) X (HA)/ 1-iydrozone PF HA IE SLA = Special Landscape Area (IE) 0 Turf (Dnp Line) 0.8 3,790 0.80 3,790.0 TOTALMAWA 678,003.5 st1rub /Tree (MP800SR) 0.4 7,605 0.70 4,345.7 Shrub /Tree (Rotator) 0.4 22,365 0.70 12,780.0 Shrub /Tree (Drip Line) 0.4 1,745 0.80 872.5 TOTAL AREA 35,505 Total 21,788.2 EAWU = (ETo) x (0.62) x [(TOTAL SUM OF PF x HA/ IE)+ (SLA)] TOTAL EAWU 594,382.5 WATER WINDOW CONFIRMATION SYSTEM IS DESIGN FOR TWO VALVES OPERATING SIMULTANEOUSLY PRECIPITATION PLANT WATER DAYS AVERAGE DAILY NUMBER TOTAL Hydrozone RATE (IN/HR) FACTOR PER WEEK RUN TIME (MIN) VALVES RUNTIME TURF (DRIP LINE) 1.33 0.8 6 12 6 72 TREE/ SHRUB (DRIP LINE) 0.42 0.4 6 16 3 48 TREE/ SHRUB (MP800SR) 0.80 0.4 6 13 11 143 TREE/ SHRUB (ROTATOR) 0.42 0.4 6 18 10 180 TREE (1 BUBBLER) 1.50 0.4 6 6 2 12 TREE (2 BUBBLERS) 3.00 0.4 6 3 2 6 TOTALS 34 461 DIVIDE BY NUMBER OF VALVES OPERATING SIMULTANEOUSLY 1 ASSUMPTIONS: AVERAGE 461 PEAK MONTHLY ET (AUGUST) -5.2 DAILY MIN . IRRIGATION EFFICIENCY/ PLANT Kc· PER HYDROZONE 6 DAYS PER WEEK AVAILABLE FOR IRRIGATION AVERAGE 7.68 WA TI'R WINDOW· 8 HOURS DAILY HRS "AS BUil T" TITLE EXP. DATE REVIEWED BY: INSPECTOR DATE 11 Jan ll kk Fir,! Submittal CTJ 1>-1\DSCAp~ 22 Mar ll kk Second Submittal CITY OF CARLSBAD srff'Is <:) \. . ,f 'll 05 Marl4 kk Third Submittal 6 PLANNING DIVISION J?'~ i\a erl!!I..,,, ~ L_ .' q• , .. 23AprU kk 4i ,._\• t~... ~ Fourth Submittal S! J;;-,,: ~~ ~-~ 05 Mayl4 kk Final Approved LANDSCAPE; IMPROVE;MENT PLANS FOR, .., ZE;PHYR COURT SUBDIVISION ~ff• Nov 15 o davalopmaht by DAVIDSON COMMUNITIES f ')IU'fl'iil d il.lt '* -;,; o5J..,F 14 Land,c.apo lrrlgatlon D"tai11 \Pl" a ~ ~"':' I APPROVED: -fr, 0~ rta,I I /:'oF c~Llt 6\:, ~\-<=''{-\: ~-~-,+ PLANNING Project,. ........ , ........ ,., .. , ........ ,,..,,.,,, ... 13,065 DWN BY: PROJECT NO. DATE INITIAL DATE 11-{ITIAL DATE INITIAL CHKD BY: DRAWING NO. Sc!!lci ............... M, ............................ , ... n/• DESIGNER OF '/{ORK REVISION DESCRIPTION CT 03-06 434-9M OTHrn APPROVAL CITY APPROVAL RVY/D BY: <X? ...J I I I k ! I ' .' i l: ' ,. '-•• / Landscape Irrigation Speciications 1 Gerrnra! Conditions A. Definiti□rls: 1. Go•mrning Municipality: 2. Governing Water Agency: J. Projm::l Owner: " Building Architect: 5. Civil Engineer: 6. Landscape Architect: B. Scope or Services; 1. The follow!ng terms, conditions, and instructions, as w!:lll as U1e landscape architect's p/,rns and specifications, the conlractor's contract and shop tJrawings and any change orders andlor addendum's issued by lnndscape architect shall form the general contrncl 2. No change from tho general contract s!Jall be 1nade without authorization from the landscape architect 8nd owner. All such lrislruc.;tlons sflaU be In writing on a "change order· form. Unless contractor nolifles landscape architect ,nlhin forty-eight (48) hours uion receipt of a change order, such order sha!l constitute a part of the general contract. The landscape architect shall have authority to make minor changes. Any changes involving extra cost or alteration of the overall appearance ol Um project shall be counter-signed by the owner. The landscape architect may instruct Uie con~actor lo issue change orders for any addition, alteration, or dr.duclion he 10shes lo make. The con~acl price shall be adjusted by equitable agreement to cover such changes. If any instruction by landscape archi\ecl inval·,es extra cost to the contractor, he shall give wrillen notice lo tho owner before proceeding with work. C. Landscape Construction Documents 1. Tile ovmer shall furnish the contractor with all drawings, specificaLions, revisions ordered by U10 landscape architect, and change orders. The contractor will furnish his conuacl, any shop drawings required and a wo1k sheel on which he will note any deviation rrom the contract nol 0U1er,•1ise covered. the conuaclor 1·!11 keep on U1e job al a!! times a lield set of drawings, work sheet and shop drawings, updaled weekly, upon which deviations ara noted. 2. These plans are prepared [or the convenience of U1e contractor. The contractor shall verify all site conditions wh!ch may affect the intended design ol lhe landscape work. Any discrepancies shall be reported to the owner's representative immediately. 3. The irrigation design as indicated on lhe plans Is diagrammatic. Scaled dlmensions are approximato. Verify all site dimensions pr[or to proceeding with lho work. D. Related Documents: 1. Local, municipal and state codes, laws, rn[es and regulations governing or relaLing lo any portion of this work are hereby made a part of these plans and specifications. 2. City of Carlsbad landscape manual and the Department of Public Works Design Standards. 1997 construction standards. 3. Tho City of Carlsbad Waler Department's standard specifications for waler, sewer and recycted facillLies. 4. County of San Diego Department of Environmental Health, Recycle<! Waler Plan Check and Inspection Manual. dated December. t997. E. Description of Work: 1. Tne work consists of furnishlng labor, tools, machinery, materials, and processes required lo complete the sp~nkler irrigation system rJescrlbed herein and shown on tho drawings. 2. The intent of U1e dra'l,ings and specifications is to indicate and specily a complete sprinkler system, installed ready for use without further cost in la\Jor or malenals lo the owner and complying v.ith all applicable codes, specifications and details. F. Qu.[!lily Assurance: i. Subcoritract work to a single firm specia!iz[ng in irrigation work. Contractor shall possess all licenses and permits require<! to pertorm the work of this contract including a C•27 landscaping license. G. Product Data Submitta!s: 1. The contrnclor shall submil to the landscape architec\ catalog data and full descriptive literature for approval of items dilferenl than those specined. Approval ol any ilern, alternate or subslilule, indicates only thal the producl(s) apparenUy meet U1e requirements of the drawings and specirications on U1e basis of lhe information or samples submitted. H. Record Drawings: 1. 2. Prior to the initiation of irrigation work, the landscape conlraclor shall request from the owner, t,·10 blueline sets of Irrigation pia11s for their use in preparing the Field Set of record drawings. The Field Set record drawings shall include all field re•1lsions lo the Irrigation systems and the following: <l Waler meter/ po!nl of connection b. Electrical meter/ point of connection c. 8ackflow assembly d. Automatic controller assembly e. Automatic contrnl 'lalves f. Remote control ·,al'/es w/ station designation g. Isolation and qu[ck coupling \lalves i Pressure supply line roule j. Control wire routr;.. k. Slee•,ing undor vehicular use areas 3. Immediately upon the Installation of any buried pipe or equipment, the conl.raclar shall indicate on U1e drawings the !ocaUoos of said equipment. Dimensions shall be pro•1ided from two separate gi'len permanent objects such as buildings, sidewalks, curbs and driveways. 4. Prior lo nnal acceptance of work, the contractor sh,ill submit to the landscape architect the comp!eto Fleld Set of record drawings in a reproducible formal. 5. Submillal of as-built plans shall be required by the City of Carlsbad Engineering and Pianning Divisions. The final plans shall be prepared by the Landscape Architect lrom dimensions on the Field Set of record drawings pro'lided by the contractor. 6. Final as•built plans shall be drafted clearly to U1e satisfaction of the City, and the final plans sha!I be submilled to !1e City al their keeping. 7. The rinal as-built plans 1•<lll be required lo be re'liewed and appro'led by the City and final plans will be required to be appro'led and signed by the City prlor to release of securities. 8. A final full sizo cond copy, signed by the Landscape Architect, ls to be prov!ded to !hG City. No laminated sets are lo be pro•1ided to the Clly. I. Controller Charts: 1. The contractor shall prepare color-coded charts showing the valves, mainline. and sprinkler heads seriiced by that particular conuoller. 2. Wilhin each conuo!ler. each valve/system shall be identified by a unique color. 3. All valves shall be numbered lo match the operation schedule and the drawings. Only those areas conlrnlled by that controller shall be shown. 4. Conuoller charts shall be a plat plan, enUre or parLial. showing buildings, walks. roads and walls. A photostatic print al this plan, reduced as necessary and legible in all details, shall be made lo a size U1al v.ill fit into the controller co'ler. 5. This print shall be approved by U10 landscape arch[tect or the owner's authorized representative and shall be hermetically seale<! between two pieces of len ml. thick plastic. 6. For eacl1 con~oller, Iha contractor sl1all provide two sets of 11" x 17' conlrnl!er charts as follows: 2 3 4 J. a. One color coded !arnina.led set to: The Otiner b. One color coded laminated sel to: To be secured on the inside surface of the cover of each automatic conlroller. Equipment, Keys, Manuals & Certillcations: 1. Upon complelion of the contractor's maintenance period, the contractor st1all pro·ilde the following equipment to lhe Owner: a. (2) Controller enclosure keys lor each enclosure. b. (2) Coneoller keys for each conuoller. c. (2) Keys lo access special elecuical switch Inside each controller enclosure. d. (3) Quick coupling Keys and matching swivels. e, (2) Sets of tool':i required for sef'1!dng and/or adjusting each ::iprinkler and val'le type. f. (1) Copy of the backllow prevention device cerlificalion. g. (2) Sets of ser•1ice manuals for all Irrigation equipment inslalled. K. Guarantee.5: 1. Contractor shall furnish a written guarantee in accordance with the general conditions, for a period of one (1) year from the date of final acceptance and conclusion of the maintenance period. Guarantee sh;::ill cover tile complete irrigaUon system, including settling of the backfill in trenches and repairs and/or replacement of any material damaged thereby or there from, 2. Manufacturer's warranties shall not relle·rn the contrar:tor of his llability under the guarantee. Such warranty shall only supplement the guarantee. Recycled Water Noles (ii applicable) A. Department of En'lironmenlal Health recycled waler supplemental notes: 1. All work shall be done in accordance "1th the City of Carlsbad Waler Department's rules and regulaLions. 2. Non-designated u5e aieas sha!I be protected from con!acl with recyc!ed waler, whether by v.indblown spray or by direct application through irrigation or other use. Lack of protection, whether by design, construction practice or system operation, Is slficUy prohibited. 3. Irrigation heads sha\l be localed or adjusted to minimize or eliminate over-spraytng on sidewalks, streels and non-designated use areas. 4. On recycled waler systems. all appurtenances (sprinkler heads, val'le boxes, elc.J shall be color coded purple por AWWA guidelines and section 116815 of Ille California Health and Safely Code. 5. All ma[ntenancs personnel must be educated on a continuous basis of tho presence or recycled w,Mr. Personnel must be informed that recycled waler Is meant for irrigation purposes only and Is 1101 appro'led for drinking purposes, hand washing and cleaning of tools. 6. A physical separation shall be pro'llde<! betNeen adjacent areas irrigated with recycled water and potable waler. Separation shall be provided by. distance, concrete mow strip or other approved methods. 7. All main line pipes shall have warning tape per the City of Carlsbad Water Department's ruies and regulations. 8. Burial of all wiring and piping shall meet the City of Ca1lsbad 1Nater Department's rules and regulations. 9. The deve!oper/con!ractor shall cand1Jct a cross-connection lest and coverage lest as direc(ed by the City al Carlsbad Waler Disuict and/or San Diego Count/ Department of Environmental Heallh prior to any uso of recycled waler. 10. All Irrigation shall be stenciled with the warning, ·non-rotable or recycled water", color-coded (purple and laid wilh warning tape and stenciling onenled toward the lop of the eencl1 per the City ol Carlsbad Waler Departments rules and regulations. Ser,ices A. Water Seriice: 1. Point of connections shown on pl<1ns, are approximate. Contractor shall coordinate with owner's authorized ropresentaLive and governing water district to have water available when requirnd. 2. Each point of connection shail be serviced by a backfiow prevention device, localed down stream of the meter and approved by lhe Cll/ of Carlsbad Water Department and the County of San Diego Depar~nent of Environmental Health. 3. Backflow preventer must be tested and certified lo local standards. 8. Electrical service: 1. Point of connection shown on plans Is approximate. Conl!actor shall coordinate \·~th owner's authorized representative to ha\le power available when required. 2. Conlro!!ers shal! operate on single phase, 110 lo 120 vol!, 60 cydfJ, alternating current and "ul" !isted. 3. Con~ollers shall be enclosed In a UL listed weatherprool corrosion,resist£mt enclosure \·~th locking co'lm. 4. Conduit for 120 volt and 24 volt wiring shall be appro·1ed by go•1eming building codes for electrical ser11ice. Products A. General: 1. All materials and equipment shall be purchased new. specifically for this project, unless otherv<lse noted on the plans. 2. 1ho contractor shall furnish lhe articles, equipment, materials or processes specified by name in U1e drawings and Sp€cificaUons. No substiluUon will be allowed will10ul prior written approval by the landscape architect, or the owner'G authorized representa~ve. Equipment or materials installed or furnished without the prior appro'lal of Um landsccipe architect may be rejected and Iha con!Jaclor required lo remove and replace such materials from the site othis own expense. 8. Backflow Pre·1enlion Devices: 1. Redui.:ed pressure principle backfiow pre11enters shall be brass, bronze, or epoxy coated cast iron bodies wiU1 all bronze or Stainless steel trim and all moving parts of non-corros!•,e materials, and shall completely and posiU11ely prevent back-siphoning of water. The backflow preventer assembly shall include Inlet and discharge shutolf ball valves with all risers, connectors, and appu1tcnances of Class 1 red brass pipe, conforming lo WW-P-351. and red brass fittings with pressure rating 1 conforming lo 'I/W-P-460. Backnow prevenlers shall be of the type and size designated on the drawings. C. Pressure Regulation De·lices: t. Pressme regulalion de'lice shall be as specified in drav~ngs. D. Automatic control system: 1. Contractor shall furnish low Yol!age system manufactured expressly for control of automatic circuit valves of underground ir1[galion systems. Provide unit or capadty to suit number of circuits as indicated. 2. Automatic conuoller shall be lurnished and installed complale wilh all electrical connections, rualfy for operaLion, and wiU1 options specified herein. a. Automatic contrnller shall be as specified in drawings. b. Unit shall ha'le an Input of 1101120 •1011. 60 cycle and will be. completely automatic and sh.al) function optionally with or without lhe clock. Unit shall have a secondar/ output of 24128 volt. 60 cycle. c. Any station may be repeated independenUy in any 24 hours. d. Stations shall be adjustable to 1 minute to 59 minutes. c. Mechanism shall be houst!d in a sturdy, vandal-proof enclosure, manufactured of stain!es5 sloe!, furnished for maximum protection, as called for on U1e drawings (size as required). E. F!ow Sensing Device; 1. Flow sensing device sllall be as specified !n drawings. F. ET Sensing I Sm•t Controller Operation; 1. ET sensing device/ leclrnology shall be as specir,ed In drawings. G. Master conuol Va·ies: 1. Master coned val'les shall be as specified In drawings. 2. Master contrcl valves shall normally closed •1al•1es and opewble manually without electrclly. H. Remote Conuol Valves: 1. Remote contr:i! '181'/es shall be as specified in drawings. 2. Val•1es shall le operable manually wiU1oul electricity. Flow control shall be adjusted ail eich ·,a!ve ror proper downstream spriDk!er opera~on. L QuicK Coupling V31·,es: 1. Quick coupli19 va!'/es shall be 1" size, brass and as specified on the drawings. 2. Quick caupli1g 'lalves serYicing rec1cled water iHigaUon systems shcJ.11 ha·1e ar1 acne threaded key and body with locking purple rubber co·1er. Cover shall b-l marKed ·do not drinK~ in Spanish and English. 3. Quick couplirg key shall be of brass/bronze with a hose bib assembly. Supply two (1) hose bib assemblies for each type of quick coupling ·1al•1e used. J. Ball Val'les: 1. Ball valves stall be as specified In drm·,ings. K. Non-Pressure Latira\ Llne Anti-Drain 1/al'les: 1. AnU-drain vc1ves stiall be requ[red to prevent low head drainage of irrigation watu from spr!nkler systP.m due ta changes in ele·,ation. L. Valvo and Pull Brxes: 1. Remote contol 'la!ye bo;i-.es for potable water irrigaLion systems shall be 10" x 19• nan. plastic 'lalve boxes. manufactured by Rain Bird or equal. 2. R8mote conOOl val11e boxes for recyded water irrigation systems stiall be 1W x 19' non. plastic valve boxes with purple lids, manufactured by Rain Bird or equal. 3. Ball Yah·e bo:es for potable water irriga\ion systems shall be plastic 'lalve boxes. manueclured by Rain Bird or equal. 'I. 8all valve boxes for recycled waler Irrigation systems shall be plastic valve boxes vilh purple lids, manufactured by Rain Bird or equal. M. Copper Pipe and filUngs: 1. Pipe betweer the meter and U1e backflow prevention device shall be hard copper, type 'K". N. Brass Pipe and Flting,: 1. Brass pipe slall be IPS standard weight 125 pounds, 85% red brass, with standard 125p:rnnd class 85% rerj brass fittings and connactions. 0. Potable Polyvinyl ~hloride (PVC) Pipe and Fi!Ungs: 1. All on-site recycled waler irrigation piping, and on-site potable waler piping ins!alltd under this design shall be identified in accordance wilh the water departnenl's standard specifications. 2. All PVC pipe shall be made from NSF approved, Type I, Grade 2 PVC compound conforming to ASTM resin specification D1784. Pipe shall meet require11ents sel forth in federal specification PS-22-70 wiU1 an appropriate sandard d[mension ralio. 3. Furnish plastc pipe continuously and permanenUy marked v.ith following information: manufactumr's name 01 trade mark, size, class and type ol pipe. workin•/ pressure al 73.4 degrees f., and National Sanilation Foundation (IISF) rating. 4. All pressure iupply lines localed upstream of remote con~ol valves and quick coupler; shall meet the fotlowing criteria: a. All r,•10 (2) inch and larger sized pipo shall be class 315 polyvinyl chloride ;?VC). b. NI one md on•half (1112) inch and smaller sized pipe shall be Type I, Grade 2.designated as PVC 1220, schedule 40. 5. All non-prnsSJro lateral lines localed. downstream of remote control val•1es sha!I be Typ, I, Grade 2 (impact modified). as designated as PVC 1220, class 200. 6. 112' diameter pipe is not permilled. 7. No close nippes shall be Lised. a. NI on-site po able water piping shall be while PVC. 9. NI on-site recycled waler piping shall be purple colored PVC, continuously stenciled on opposite sides of the piµo with the words ·caution -re(ycled water''. Pacific plaJtic cycle slow recycled waler pipe or equal. 10. Polyvinyl chlcride pipe filUngs anu connections shall be Type II, Grade 1. schedule 40 high impact molded nttings, manufactured from virgin compounds ,s specified for piping tapered socket or molded thread type, suitable for eilher sol·,ent weld or screwed connections. Machine Uueaded fillirgs and plastic saddle and llange liltings are not acceptable. Furnish filUn1s permanently marked will1 following information: nominal pipe size, typi and scl1edule of material, and NSF seal of approval. PVC filling shall ccnform lo ASTM d2464 and d2466. 11. S!ee'✓es ser·,cing water lines and electrical conduit st1al! be Type I, Grade 2, designalec as PVC 1220, schedule 40 under walkways, and schedule 80 under roadways. 12. Sol'lent cemmts shall comply with ASTM D2564. Socket joints shall bu made per rEcommended procedures for joining PVC plastic pipe mid filUngs wiU1 FVC solvent cement by Uie pipe and filling manufacturer and procedures oJUined !n the appendix of ASfM 0250'1. 13. Thread lubricant shall be Tetton ribbon.type, or approved equal, suitable for threaded hstallations as per manufacturer's recommendations. P. ldenUflcalion Tape: 1. Marker tape for steeves shall be melallic based 3" wide locating tape marked 'inig~tion~ in two inch purple Jelters at lhree feet on center. 2. Marker tape for <Jirect burial vrires shall be 3" wirJe red colored "Alteri marking tcipe' or equaL Q. Recycled Waler Tag: 1. Recycleo waer ldenufications lags shall be weatherproof plastic 3' x 4', purple in col(r with the words in black reading. 'cauUon -recycleo waler • do not drink', Imprinted on one side and 'Peligro • Agua lrnpura • No Berber, prinlad on the other side. 2. Recycled waer Identifications tags shall be manufactured by T. Christy Enterprises. r14) 771-4142, or equal. R. Automatic Contra Wire: 1. Direct burial copper wire AWG-U.F. 600 •1011, single conduclor solid copper, plastc insulated cab!e, rated for direct bu1ial applicaUon. 2. Use U,L. ap~rn•,ed, minimum 14 gauge for pilot and spare wires for wire runs (n less Uen 1,200 lineal feet 3. Use U.L. aprro•1ed, minimum 12 gauge for pilot and spare wires for wire runs in exi:es of 1,200 lineal feet. <L Use U.L. app·oveU, minimum 12 gauge for common wires. 5. Pilot wires srall ool lJf:J white or red and mus! be unique in color [rom any other piJot wi.e on the same control system. 6. Common wirts shall be colored white. 7. Spare wires 1hall be colored red. 3. Sprinklers: t Sprinkler hctds sflall be of the types and sizes wilh <Jiameter (or radius) of throw, prESsure, nozzle discharge and/or other designalions indicated on the dra,nrgs. 2. All sprinkler heads of Iha same type and size shall be of the same manufactureL Heads sllall be equipped wilh all options and equipment per the irrigalon !egemi. G 3. All sprinkler haads shall be equipped with a manufacturer installed internal check •1alw, ,·Aren a·1ailable. 4. All sprinller heads used on recycled water systems shall be equipped with manufacturers purple covers. T. Drip Irrigation: 1. The drip line sllall be Techline-CV pressure compensating drip line '1S manufactured by Netafim !rrigJlion, Inc. Drip emilter flow rnle and spacfng shall be as indicated on drawings. 2. Techline FilUngs: All Techtine connections shall be made v,ilh appro'leu Techline insert fillings. 3. Soil Staples (TLS6): A!I on-surfaco-under rnu!ch and / or sub-surtace Tech1i11e installations '.:ihall be held in pluce with Tech!ine Soi! ~taples spaced evenlJ every 3' -5' or1 ce[]!er, and with two st{lp]es on each change of JocaUon. 4. Line Flu'Sh!ng Valve:.; All Tcchline i:,ystems shcJII be installerJ wilt1 Netaflrn mc1nual !ine nushing valyes as indica\erJ on drawings. 5. Pressure Regulator: A pressure regulator shall be installed al oach zone valve and on the rnain!ine (if shown on the plcrns) to ensure opera!ing pressures do not ext:eed ~ys\em requirements. Model number as Indicated on drawings. 6. Disc Filter; A y•strniner or disc filter shall be lnstallBd at each zone V<llve or on the main line to ensure proper filtration. The filler shall b.e as noted on the drawings. Model number and mesh as indicated on Urawings. ExecuUon A. System Design: t. All scaled dimensions are approximate. The contrnctor st1all check and verify all dimensions on the site prior to proceeding •11ili1 1i·1ork under this contract. 2. The conuaclor shall locate and mark all existing utilities such as power, telephone, domesEc wuter, water, and tile drains. Extreme care shall be taken by the contractor v1he11 exca·,ating or working in these areas and coordination and cooperation between the owne(s reprosentau,,e and the COlllractor is required as the work prJJyress lo the arna. Contractor shall give 24 hours notice to representative as work progresse~ to underground utility areas. Contractor shall be responsible for Uamagu to a111 utilities, 3. Should utilities not located or marked be found during exca'/alion, lhe conlJ'actor shall promptly notify liie owner and stic1II disconLinue •t~lh work in the area, except necessary emergency wo1k, to repair or prevent damage until instpJctions are given to the contractor by the owner'~ ropresonlative. 4. F;:iilure to notify the owner of discovery ot such utililios or damage !hereto will resu!l in the contractor being liable for any a11d all damage caused to the uLilit1es as a result of his actiot1s. 5. The contractor shall, before starUng work on U1e sprinkler syslem, carefully note all finish grades in order to satisfy himself that he may prot;eed wi!J'1 the wo1k, and lo restore finish grades to original contours bofora completion, 6. The inslallalion of all sprinkler materials, including pipe, shall be coordinated with the landscape dra'llings to avoid lntertering with the trees, shrubs, or oilier planting. 7. Lay out sprinkler heads-and ma~e c1ny minor adjustments required due to difference between site and drawinys. Any such deviaUons in layout shall be v.ilhin the intent of the original drawings, and without additional cost to the Owner. Wilen directed by the Owner, the layout shall be approved before lnstallaUon. 8. Do not ·aillfully install the sprinkler system as indicated on Ille drawings when lt Is ob'lious in ihe field that previously unknown obstructions or grade differences exist that might not have been considerell in lhe engineering. Sui.:h obstructions or dilferences should be brought to Um att~r1tio11 of tlio Landscape ArcllitecL 9, The Contractor shall connect to the water source as Indicated on the drawings. The Contractor shall 'lerify static pressure as staled on the plans prior to beginning wor~. If static pressure or point of connection diffe1s from that shown ou the plans, the Contractor will prompLiy notify Landscape Architect before starting work. 10. The routing of the pr~ssure supply lines as indicated on ttie drawings ls diagrammatic. Locale a!I pressure supply lines in planting areas. Cross perpendiculGr under pa'lement ill a sleeve as desccibed in these specifications. Installation A. General; L Plans are diagrammatic. All piping, val'✓e boxes, and associated equipment shall be located in landscape area:;. No irrigation equipment shalt be localed in hardscape. Group 'lal'le boxes together and locate irJ shrub areas, whenever possiblG. 2. Unless otherwise indicated, comply with requirements of uniform plumbing code. 3. Plant material 24" box size awl larger shall be planted prior lu tho inslallaLion of irrigation piping. 4. Verify water pressure al each point al connection p1ior lo Initiating wort. Notify the owner·s authorized reprasenlative ii pressure is less U18n indicating on drawings. Contractor is responsib!e for all field revlslons If m11ner's authoriz:ed representative is no\ informed of discrepancies. 5. Connect to existing street service line at locatton indicated. 8. Backnow Preventer: 1. 8ack!low pre•1enler assembly sha!I be fnstalled in accordance with manufacturer's specifications, located and as direclt!d on drawings adjacent to the poinl of conrwction, and shall conform to all appHcable heallh coUe and 01dinancc requlrnmenls. 2. Backllow pnrn:mter assemblies shall be located shrub areas where possible. Exact lm.:a!ion and positioning stiall be verified on the site and shall be approved by the district C. Automatic Control System: 1. Automatic controller shall be insla!led as shown ~md as directed. Controller shall be tested wilt1 comple![} electrical connecLlons. The conuaclor shall be responsible for temporary power lo the conooller for operation and testing purposes. 2. Connections to control v~ring shall be made within sutomatic controller enclosure. AH wire shall follow !he pressure main insofar as possible. 3. Electrical wirinu sliall be on a rigid PVC plastic conduit from conooller to electrical outlet. The electrical contractor shcJII bo rnsponsiblo for installlng all wiring to lhe sub•panel5, clocks, or elsewhere as required, in order to complete ~1is installation. A disconnect switch shall be included. LANDSCAPE ARCHITECTS 5835 Aver1ida Encinas, Suite 121 Carlsbad, CA 92008.4430 t 760.602.0144 f 760.602.0366 \'IW'II.INTEG RA TIQN.Di;S IGN.com 4. Conoollers shall have a master switch. Ii shall be µmible lo operate each val Ye manually Independent of the clock or any oUm 'lcl!ve. 5. Conoaclor shall supply and i11slall a manufacturer a;proved battery in controller to prevent loss of program. 6. Cor1ool system shall be programmed to operate one sys em al a lime. 7. System enclosures shall be equipped with a aulonalic rain shul-011 device. D. Flaw Sensing De'iice: 1. Flow sensing de'llce shal! be [oca\ed approximale!y as ndicated on pluns and installed per manufac!urn's sp.eclflcallons. 2. Flow sensing device s!Jall be installed down stream of pmsum regulator. E. ET Sensing Device: 1. Unless otlrnrlllse noted on tile plans, lhe ET sonsinJ de'lice shall be mounted in a vandal resistant location, as directed by he mariufaclurer's directions. 2. F[nal !oca\ton of ET sensor shall be determined in tho icld and appro'led by the owner's representative. F. Master Conool Valves: 1. Install master control Yalves iri shrub areas, at approxlnate locaUons as shown on the drawings. 2. Locate master control valves up-slream of the now sensilg device. 3. Master valves shall have a PVC union on the dowmlream side of the valve. 4. All connections lo val'les shall be made horizontally. G. Remote Control Valves: 1. W/iero possible, install romole conuol val'les in shrub areas, al approximate localians as shown on !he drawings. 2. Where possible, valves shall be grouped logell18r. 3. Remote control valves shall be normally closed type ·,a·ves. V'11ves shall be of slow closing design and automatically close in lie event ol power failure. 4. Valves shall lia•1e a PVC union on the downs~eam side •Jf the 'lal'le. 5. All connections lo ·ta!ves stiall be made hor[zontally. H. Q•Jick Coupling Val•1es: 1. Where possible, Install qu[cX. coupling 'lal'les in shrub areas, at approximate locations a~ shown on U1e drmv!ngs. 2. Qu!ck coupling Ya!·tes shall be upproximately 12 inches from paving, walks, headers or curbs, and as shown on plans and as jirected. 3. Quick coupling valves shall be Installed approximately L1ree inches above finish grado in shrub and/or groundcover areas. Valves shall be installed 1/2" abovo finish grade where required lo be located in turt areas. 4. Quick coupling valves on recycled water systems are 01eraled only •10th a special key wiU1 ACME threads and !oc~ing co·,er to prEvent unauthorized use. Cover shall be purple rubber or vinyl. 5. ACME threaded quick coupling 'lai'les am not pr.rrnlllet on potable waler systems. 6. Quick coupling val'les on recycled water systems shall be i11slalled in 10" diumeter purple valve boxes. I. Ball Valves: 1. Where possible. install ball '1al•1es In shrub area, at approximate locations as shown on U1e drawings. 2. Ball val·1es shall be installed lo isolate Individual val•1as u val•1e manifolds. 3. Ball valves shall be installed to break up areas into mmageable areas, to limit draining of mainline du1ing repairs. J. Non-Pressure Lateral Line Anti Drain Valves: 1. Pro'llde manufaclure(s installed anti-<lrain valves in al pop-up sprinkler t1eads. 2. Where manufacturers installed anti-drain valves are mt a'lailable Install anti-drain 'lalves or1 pof>-up sprinklers swing joint assenbly or below U1e ltead for shrub heads on risers. 3. Additio[la\ in-line an!i-<lrain w:ilves shalt bo [nslallr;d wkerever necessary to prevent !ow head drainage atter U1e system is stiu! off K. Valve and Pull 8oxes: l. Install no more ~ian one 'Jalve per box. 2. Val·1e boxes shall be installed adjacent lo pa'li11g surfaces, where possible. 3. Valve boxes shall be installed •1;u1 Ure top of co•1er wt no higher Umn adjacent paving surface. 11. !11 shrub arec1s val•Je boxes ·shall be installed with U1e tcp of coyer set t\'lo !ncl1es above fin[sh grarje. 5. lrJ lawn areas ·,atve boxes slta!I be installed Y11U1 U1e top of cover set one•half of an inch above finish grade. 6. Label val·1e boxes as called for in the irrigation details. L. Excavation of Trenches: I. Exca'late frenches. prepare subgrade, and backfill to lhe and grade witi1 suffldenl room for pipe fi!Ungs, testing anti !nspecting tperaU011s. Do not backfill until U1e pipe system has been subjected lo a •1ydroslalic lest as specified. 2. Trencl1 depth for irrigation line shall be as follows: a. Recycled and potable pressure supply line: 1a· mh. (2-112' I.D. pipe and smaller) b. Recyded non-pressure line: 15" min. (2-1/2' 1.0. pipe and smaller) c. Potable non-pressure line: 12• min. (2-t/Z' I.D. pipe and smaller) d. Recycled and potable pressure supply line in sleeve 36" min. (under 'lehicular paving) e. Recycled and potable pressure supply line in slee"e 18' min. (under pedestrian paving. walls and/or drainage lea\Jres) f. Recycled and potabte non•pressure llne in sleeve: 30" min. (under 'lehicular pa'ling) g. Recycled and potable non-pressure line In slee•1e: 18' min. (under pedestrian paving, walls and/or drainage loallres) h. E!eclrical and communicaU011 Cclble in sleeve: 36" min. (under vehicular paving) I. Electrical and communication cable in sleeve: 18' min. (under pedestrian paving, walls and/or drainage feaures) j. Drip distribution lubing 3' min. 3. Subsoil shall be free of all rocks over one (1) inch diameter, debris. and litter prior lo use as backfill. /4. Repair any leaks and replace all defecLive pipe or filUngs until lines meet test requirements. Do not cover any lines until they ha•,e been checked and approved f<Jr lightness, quality of workmanship and materials. 5. Backfill uenches, aller approval of piping, v<llh suitable and approved material, tamp soil around pipe arJd tl1oroughly compact all trencl1 fills unm 90% compaction has been achi1J'led. G. Backfill matorial shall be an t1pproved soil, free from rocks and clads. Provide backfill under, around and above top of pipe for PVC plastic pipe and brass piping. M. Installation of Polyvinyl Chloride Pipe: 1. Because of the fragile nature of plastic pipe and fittings. exercise caution In handling, loading and staring, lo arnid <lamage. 2. The pipe and lilUngs shall be sloreo under co•ier until used and shall be uansported In a •1ehicle v.ilh a bed long enough to allow the length of pipe to lay flat so as not be subjected to undue bending or concentrated external load al any pulnl. 3. Any pipe that has been denied or damaged shall be discarded unless sucl1 den I or damaged section is cut out and pipe rejoined with a coupling. 4. Trench depth shall be as specified above from the finish grade to the top of the pipe. The bollom of the uench shall be free of rocks, clods, and other sharp-edged objects. 5. Pipe ends and fittings shall be wiped wm1 "mek' primer, or approved equal, before welding solvent is applied. Welded joint:;; sholl be given a minimum of 15 minutes lo set before mo•1ing or t1andling. All field cuts shall be beveled to remove burrs and excess material before fitting and gluing together. fJ. Pipe shall br. snaked lrom side-to-side of ~ench bollom to allow for expansion and contraction. 7. center load pipe with small amount of backfill lo pre·ient arching and slipping under pres~iure, Leave joints exposetl for site observation during testing. B. No water shall .be permitted in the pipe until site observation has been completed and a period of al least 24 hours has elapsed for sobenl weld setting and curing. 9. Plastic lo metal joints shall be made with plastic male adapters, metal nipple hand Ughlene<!, plus one tum with a strap wrench. 10. Plastic to plastic jo!nts: Solvent-weld, using solvent recommended by pipe manufacturer only, 11. Solvent-weld joints: Assemble per manufacturer's recommendations, 12. Pro'iide minimum of 6' of clearance bett1een pipes sharing the same trench. N. Installation of Metal Pipe: 1. Cul brass piping by power hacksaw, circular culling machine using an abrasive wheel. or ha11d hacksaw. Cul no piping v.ilh metallic wheel culler of any description. Ream and remo,;e rough edges of burrs so smooth and unobstructed flow Is obtained. 2. Carefully and smoothly place thread lubricant on male thread only. Tighten screwed joints with tongs or wrenches. Caulking is not permitted. 3. Use dieleclrtc ~tungs al connection where pipes of dissimilar metal me joined. 0. Automatic Control Wlre: 1. Provide one con\ro! wire and one common ground wire lo ser,ice each valve In syslem. Provide 4 fool minimum expansion loop al each val•1e to permit removal and mainlenance of valves. 2. Install control v.ires and irrigauon piping In common ~enches where·1er possible. J. Install control wires al least 12· below finish grado and minimum of 4' from any pipe or fittings e,cepl al terminal points. 4. In case of damage lo any common or control wire, contractor is to run an extra common and two extra control wires on each leg of mainline to the farlhesl RCV back to the controller. 5. All splices shall be encased in waterproof connectors per approved material::i. 6. End of spare v.ires shall be encased In a waterproof connector. 7. lndi'lidual conool wires sha!l be bundled logeUier 1~lh a colored ta?e al ten foot inler•1als. Tape colors shall be unique for each conoolle(s wires. 8. Install control wires in slec•rns separate from wafer llnes amJ 120•1 electrical service line. 9. Wire splices are only acceptable v.ith pre-appro'lal from the landscape architect. 10. Splices shall be as follows: a. Strip off minimum ol 2-1/2' of insulation from each vnre. b. Seal connector In epoxy resin and bury in a round val'le box witl1 a two foot expansion loop. 11. ldentii/ direct burial control wires from autornatic •1alves to terminal strips of conuoller at terminal slrlp by tagging v.ire v.1lh number ol connected valvos. P. Sprinkler Heads: t. All sprinkler heads shall be Installed as per details shown. 2. Shrub heads on risers are not permilled lo be localed adjacent to pa'ling surfaces, tieaders, top of retaininy wa!ls, in front of project signage or in turf areas. 3. Top of pop-up sprinkler heads shall be Installed flusl1 with adjacent pa'ling surface. 4. Pop-up sprinkler heads shall be installed approximately lour inches away from any pa11ing surface. In st1rub areas, where pop-up sprinkler heads are localed at U1e head on a parking stall, pof>-up sprinklers shall be located eighteen inches from back of curb. 5. Sprinkler heads shall be located or adjusted to minimize or eliminate o•,er-spraying on sidewalks, streets, windows, walls and all 0U1er non-designa(ed use meas. 8. Sprinkler heads wilhln tho same ci1cuit shall be of the same manufacturer and ser[cs and !Jaye a uniform precipitation rale. 7. Spacing of sprinkler heads shall not exceed maximum distances as indicated in the irrigation legend. 8. Adjust nozzles arcs and pressure compensating de11!ces to suit any particular r.ondlLlons of the area. This shall be done after the system has been thoroughly tested. lmmadialely alter wrillen notification by the landscape architect to do so. Q. Drip Lino Irrigation Systems: APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECIS~ LOCATION OF= PLANTING AREAS TITLE 1. All drip line systems shall be installed as per plans and details shown. 2. Use only Tenon tape on all threaded connections. 3. Clamp Techlino fillings v.iU1 OeLiKer clarnps wlien operating pressure exceeds 50 psi (or llie manufacturer's specific drip line filling requirements). 4. Install soil staples as listed below: a. Sandy Sall • One staple ever/ three (3') feet and two (2) staples on each chango of direction (tee, elbow, or cross). b. Loam Soil -One staple ever/ four (4') feel and two (2) slaple5 on each change of direction {tee, elbow, or cross). c. Clay Soil -One staple ever/ five (s·1 feet and ~vo (2) staples on each change of direction (tee, elbow, or cross). 5. Cc.1p or plug all openings as soon as lines have been installed to prevunl the intrusion of materials that '1,UUld obstruct the pipe. Leave in place unLil removal is necess .. !r/ for completion of install a Lion. 6. Thoroughly nush all waler lines before installing valves and other components. 7. For suo-surtace under mulch installation, place tubing at tho lateral spacing indicated on U1e plans and place soil staples on 3•.5• inler1als dependirig on terrain and sol! type. Do not install tubing on surface. Scratch tubing into soil surtace so lhal top of tubing Is appro,imalely 3•.4• below finish grade. Backfill lubing and cover v.ilh mulch or lop dressing as noted on the planting plans. 8. Start perimeter rows of lubing 4'-6" from the edges. Equally space Iha rows of lubing bet'r'leeo these perimeter runs. Approximate spacing of tubing is shown on Iha plans (12• or 18' o.c.). 9. Each drip line zone 'latve assembly shall be installed 10th a fixed pressure in-line regulator and a filler. 10. Connect areas on same val'le vilh PVC lateral line piping as shown on the plans. 11. All fittings shall be as supplied by the lubing manufacturer. 12. All drip line systems shall be installed per the manufacturer·s recommendations and directions. Th!s sha!I include, but not be limited lo soil type consideration, plant type consideration, slopes, typical tubing layout, supply headers, Hustl [1f;aders, aiHelease val'les, llush •1alves, soil staples, and operation Indicators, etc. R. Flushing Systems: 1. Aller piping and risers aro in place, but prior to the installaUon of Iha sprinkler heads, a full head of waler shall be used to llush out the system. After system is thoroughly llushe<I, cap all risers. S. Testing: 1. Noli1/ landscape architect in writing when testing will be conducted. Conduct tests in presence of the landscape architect. T. Pressure Test: 1. Notify landscape architect in writing when pressure lesung 1~11 be conducted. Conduct tests In presence of the landscape architect and/or owner's representative. 2. All pressure lines shall be tested under hydrostatic pressure of 150 lbs. per square Inch and all non pressure lines shall be tested under the ex[sting static pressure and both be proven watertight. (Contractor lo supply all hydrostatic test equipment needed for testing.) 3. Pressure shall be sustained in the !ines ror not less lhan four ho•Jrs. If leaks de'lelop, the joints shall be replaced and the lest repealed unlil the entire system Is proven waterlighl. 4. Tests shall be observed and approved by the cities and water district's inspector, landscape architect and/or owner prior to bacKfill. Backfilling trenches prior lo inspection will not be allowed and all prematurely filled trenches shall be subject to reopening as directed by the landscape architect. U. Covernge Test 1. Notify landscape architect in wriUng when wierage testing will be conducted. Conduct tests In presence of the landscape architect and owners representalive. 2. Coverage testing: Perform operalional testing alter hydrostanc testing is compleleu, backfill is in place, and sprinkler heads adjusted to final position. 3. After compleUon of landscape work. carefully adjust heads so they will be flush with lawn areas or not more than 1i2" above nnish grade in groundcover area. V. Site Observation Visits by U1e Architect: 1. In all cases where site observation visits of the irrigation system work is required and/or where porLions of Urn work are specified to be perfofmed under !he direction and/or site obser,ation of the architecl or the owne(s representative, the contractor shall nolify the city inspector, owner'~ reprosenlalive and architect al least three (3) ¼Urkiny days in advance of the time such site obseriation and/or when direction is required. 2. Sile otJser1aLion will be required for the follo1~ng parts of the work: a. Upon installation and testing of sleeves, main lines and lateral lines; when pipes are latd and are to be submitted to pressure tests. Do not cover any lines until they have been checked and approved. b. Upon installation and testing of ,alves, quick couplers, devices, automatic controllers, and control valves and wires. c. When Iha sprinkler system is completed prior to planting. Ille contraclor, in the presence of the city inspector and archilecl, shall perform a coverage test lo determine if the co'✓etage of water afforded the lawn and planting areas is complete and adequate. The contractor shall furnish all malerials and p€rform a!l work required to correct any inadequacies. <l. Final site observation visit by the architect and performance lest shall be at the same time as the final site observation of the specified landscape maintenance period work. "AS BUil T" EXP. DATE REVIEWED BY: INSPECTOR DATE 11 Jan 13 kk Firot Submittal CT:] t-c22-=cM-,-or-c-:l~-t--:k:-c-k -t--=-S•c...,an..,...d .,..Sub_m..,.itta_l ----+----t--+----t---l 7 CITY Q F C ARL;:J BAD ~ 05 Morl4 kk Third Submittal PLANNING DIVISION ~ 23 Apr 14 kk Fourth Submittal ;=LA==N:::D:::SC:::A~P,;E;=IM:=P==R==o:::y:=i;:::M:::i;=N:::T:::P=LA=N:=S:::F;O:=A=, =====:::'...'.:::::::::::::::::~ Projuct..~ ............ , .. ,,, ...... ,., ...... , .... ,,., 13,065 Scale................................................. n/• o5 May 14 kk Final Approved ZEPHYR COURT SUBDIVISION !l deyt,1lopment by DAVIDSON COMMUNITIES Londscape Irrigation Specifications 1--------1-------+----------+---+--t----+-----1 1-AP~PR_ov_Eo_, ---'-l1;-'-~'--"'-'-\_l3_,_-_-IS=...,\=\_J\-=.L... __ .PLANNING OATE INITIAL DESIGflER OF 'NORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OntER APPIWVAL CITY APPROVAL DYIN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. CT 03.06 DRAWING NO. 434-9M q, ~:;;;;;;:;;;;;-FllC';\mii'"s:'.irn7'ci7:ii:iPnY:C-:icvi'sm'.""'.;7,,;;;;i,',-----------------------------------------------------'--------------------------------------------------------.:.:_----========:.J:::i C: \ORiW,1rlG FILES\TITLE SHEETS\CLSO--IP.DWG Hf.VISED: 5/15/2012 ' I i I i I '--- 0 -, -' I 'I ' '1,Q: I • --, I I I I I I -------1~0,, I ~ 'O I ~c:: 1 mrn -----z --; I,..... fl !Li:' Si-lEEfS\CL'Sll-lP.D'1/G C: \lJHA'tllNG FL-:.-.,\ -RE\IJSED: 5/1:1/2012 SEE NEW SHEET 32 FOR -11 1 REVISION TO -II THIS AREA INTEGRATION ~:7~~~~ LANDSCAP!;: ARCHIT!;:CTS • Suite 121 5835 Avenida Enemas, Carlsbad, CA 92008.4430 t 760,602.0144 f 760.602.0388 rGRATION-DESIGN.com W'irW.INT c (',l I 0. ~ 1-WJ WJ 'I (/) LU LJJ (/) 11 Jon ll 22 Mar 15 05 Mor14 23 Apr 14 05Moy14 1 05-15 kk kk kk kk kk DATE INITIAL TREE;: LE;:GEND SYMBOL SIZE; () 24'Box 0 24'Box ~("· 24' Box x.;;:l' \ 24" Bo;,; '/ o ~ 36'Box . 0 l5G<il, VINES SYMBOL SIZE 5G<il. GROUND COVER SYMBOL SIZE QTY. 5 6 18 8 From Flat.@ 12' O.C. Frnm Flat.@ 18' O.C. From Flat.@ 18" O,C. Sod f':' .. L l'lr,t Submittal Socand Submittal Third Submittal Fourth Submittal Final Approved REV TO ENTRY BOTANICAL NAME Arbutu, hybdd 'Morino' Lagur1hoem!a lndica 'NQtchnz' Lourus nobilla 'Saratoga' Lopho$temon canf4'rlus Lophoatomon confertus Quercu1 a9rifolio BOTANICAL NAME DI:!ltldls 'River,' BOTANICAL NAME Ly~!machla nummt.ilaria Myoporum porvlfollum Bcccharl, pllularl• Fucuci 0 10 20 DESIGNE1 Of '//ORK REVISION DESCRIPTION DA TE INITIAL OTHER APPROVAL EE 40 DA TE INITIAL CITY APPROVAL D IRRIGATIONONLY, APPROVED FOR PLANT~:Tto~ OF PLANTING AREAS INCLUDING PRECISE LO COMMON NAME Strawberry T rae White Crape Myrtle swaot Boy Bri,bane Box Brlsbana Box Coa,t Live Oak COMMON NAME Royal T rvmp<>t Vine COMMON NAME Monaywort No Common Name Dwarf Coyote Bru,h Marathon Hf. SEE SHEsTS REMARKS Multi-Trunk Stand1Jrd Standard Standard Standard Stondord REMARKS REMARKS SPECIFICATIONS (Hl X Width) 5'x5' 7'x3' 7' X: 3' 7' X 3' 10' X 4' 5'x2' SEE SHEsTS LC-1, Ll,1, LTP-1, & LSP-1 .s tJ~B. ·-.-~• '···~~~' \ ~· .. ·-1~-ec SEESHEsTS LC-3, Ll-3, LTP-3, &. LSP•3 LC-2, Ll-2, LTP-2, & LSP-2 KEVMAP "AS BUILT " TITLE EXP. REVIEWED BY: NTS DATE DATE Sl:!ERJS ;33: 1 ... ~.~~"-" PROJECT No. 9M D N BY: CT 03-06 434-CHKD BY: --RV'//D BY: ', 0. f-_J f-LlJ LlJ :r V) LlJ LlJ V) LlJ z -_J I u f-<i: ~ '---FOR ALL SLOPE AREAS SEE SHEET LP-4 FOR SLOPE ReVEGeTATIONSTANDARDS, INSTALL EROSION CONTROL FABRIC WHERE REQUIRED BY STANDARDS TREE LEGEND SYMBOL SIZE 9TY. BOTANICAL NAM£ 0 24'Bax 8 Arbutus hybrid 'Morin a' ~o 24' Box 4 Losar&tra"mlc lndica 'Natchaz' 24'Box Louru:i nob!lrs 'Sorologo' (.) 24'Box 6 Lopho.,temon confertu, 0€) 36"8ox Lopho\tl!tfnon c:onf1trtu:i 15 Gal. 6 Quercu1 09rifolla VINES SYMBOL SIZE BOTANICAL NAME @ 5Gol. Di-,trctls 'Ri~erti' GROUND COYER SYMBOL SIZE: BOTANICAL NAMo [llifill] From Flot.@ 12' O.C, Lyalmachla nummu!arla lw2½1 From Flat.@ 18' 0,C. Myopon.im poNlfo!lum f;! C/L"itt) tQ.t.J(,I( From Flab@ 18" O.C. Bac:chari:i pllularis ~ Sod Feacue NOTE, COMMONNAMe Strawberry Troe Whit" Crape Myrtlo sw..,t Boy Brl,bane Box Brlabano Box Coa:it Ltv., Oak COMMON NA/,U; Jfoyal Trumpet Vino COMMON NAME: Money-wart Na Common Noma Dwarf Coyoti, Bru.!h Marathon !IE l. SeE SHEliT LP-4 FOR ALL PLANTING DeTAILS, AND SHEET LP-5 FOR PLANTING SPECIFICATIONS REMARKS Multi-Trunk Standard Standard Standard Standard Standard RE:MARKS ReMARKS SPECIFICATIONS (Hl X Width) 5'x5' 7' x3' Tx3' 7'x'S 10' X 4' 5' x2' 2. ALL TReeS WITHIN 10' OF ANY IMPROYEMeNT SUCH AS A WALK, W.ILL. CURB, i;rc, SHALL BE INSTALLED WITH ROOT BARRIERS -SeE SPeCIFICATIONS FOR TYPE AND SEE DETAIL C/ SHeET LP-4. ROOT BARRleRS SHALLRUN ALONG THE CURB AND SIDE WALK FOR A MINIMUM OF 5' IN elTHER DIRECTION FOR A TOTAL OF 10 LINEAR FEET MINIMUM. 3, COASTAL SAGE SCRUB HYDROSEED MIX BY 5&5 SeEDS. CONTACT: (805) 684-0436 4. MIN% PLS (PURE LIVe SeED) •SEED PURITY ,GERMINATION RATE 5, THe RESULTS AND ReCOMMENDATIONS OF THE SOILS TESTING LA30RATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY, THe APPROVED ReCOMMENDATIONS FOR AMENDMeNTS AND BACKFILL SHALL Be INCORPORATED INTO THe LANDSCAPe PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME A PART OF THE APPROYeD fLANS. 6, FOR PLANTING ON SLOPES, SEe CITY OF CARLSBAD SLOPE REVEGeTATION STANDARDS ON SHEET LP-4. WHERE GROUND COYER IS RE9UIReD PER SLOPE REYEGtTATION STANDARDS, INSTALL MYOPORUM PARVIFOLIUM FROM Fl.ATS AT 18'0,C. 7, FOR FIRE PROTECTION REQUIREMENTS -SEE NOTES ON SHEET LP--1 8. PRIOR TO BEGINNING LANDSCAPE WORK CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT TO REVIEW PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCReEN ALL UTLITIES FRCM VleW, rn 0 10 20 40 ll Jan 1l kk First Submittal INT£;:GRATION t>-1\06CAf>c 22 Mor 13 kk Second Submittal <;) \. ,,"I, 05 Mar14 kk Third Submittal /4 .. ,,,, .. ,., ~ I'/~ ~""•• ~ . ~;'t!_i_.-~~•/tti. f . 1 )-I· ; oi ,. ,. 23 Apr 14 kk Fourth Submittal ...... '-··-... '•. =~ • '<\" "o ~ "' ., DESIGN STUDIO -2 .-~ .,,,;~ ~ OS Mayl4 kk Final Approvod ..., -• 11g .. .,yr1 30 No.., 15 LANDSCAPE ARCHITECTS ~,,,I d,I, * 1'. osray 14 5835 Avenida Encinas, Suite 121 cjl •t• ~"t-.,, "" ,o~ Carlsbad, CA 92008.4430 OF C~I.I t 760.602.0144 f 76D.602.03BB Project ........................................... lJ.065 DATE INITIAL DATE INITIAL DATE INlnAL W'/fii.lNT!:GRA TION-D!:SIGN.com Sc:e.le.~ .. ,M ...... , ..................... ,M ... , .... , .. 1• --20' DESIGNER OF i/OHK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL APPROVED !=OR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION 01= PLANTING AREAS SEe SHEETS LC-1, Ll-1, LTP-1, & LSP-1 SeESHE£TS SeESHEETS LC-3, Ll-3. L TP-3, & LSP-3 LC-2, U-2, LTP-2, & LSP-2 KEYMAP NTS "AS BUil T" TITLE EXP. DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD S~EF,:J,S ,,33: 9 PLAi INING DIVISION l ! . " LANDSCAPE IMPROVEMeNT Pl.ANS FOR, ZEPHYR COURT SUBDIVISION a developm11nt by DAVIDSON COMMUNITIES Land1cope Tre-e, Vine, & Groundc:over Planting Pion I APPROVED: 11.,J l I 4:-~~-Ott '? • ""e-14 PLANNING DWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: CT 03-06 434-9M RVWD BY: ~ 0. ~i;i,i;;;;:ii:;st",iriT~~~:;;;-:;;;;;-ei'vis,~W:T,o,2------------------------------------------------------------------------------------------------------------------------------...I~ C: \Uf{A'tl!C'JG fllES\fl fLE Si"IEETS\CLSD-IP .IJWG REVlSED: 5/15/2012 /----'/-- F1EVlS€0: 5/15/2012 SEE NEW SHEET 33 FOR REVISION TO THIS AREA RE.AS SEE SHEET LP-4 _ FOR ALL SLO~~tGETATION STANDARDS. FOR SLOPER SION CONTAOL FABRIC INSTALL ERQOUIRED BY STANDARDS WHERE RE INTEGRATION .. ·,\?i1)• --.-11.rtl ~"s'"/G N s T U D I 0 LANDSCAPE ARCHITECTS 'd E · Suite 727 5835 Avenr O ncmos, Carlsbad, CA 92006.4430 t 760.602.0144 f 760.602.0388 =. I N . TEGRATION-DESIGN.ccm 1>-1\DSCAP;, 1 \, ,9, ,,,~ ,,,,~,,.i1 ,JP ,:;,.. ,.,.0 ~ "-~· . .,... ct\ ~2A ~-0'. :; ~ : ~•~n 'HI 30 ~fov 15 ""'"'I~* 1( OSJAr 14 ,__-,, ,jl it ~ ,,..-'I o<?- /';,OF CALI< • '"'"""""" 13.065 Pro J a cl, ........... M .... , """ "" Scal"······"•Mm .. n•H•"'""""'"'"'"""'''-·"'· !" .. 20' II Jon ll kk 22 Mar \3 kk 05 Mor14 kk 23 Apr 14 kk 05Moyl4 kk 1-05-15 DATE INITIAL OESIGN8 OF '/IORK .,. TREE LEGEND SYMBOL SIZE o 24'Box ,. 0 24'Box ®c) ::::: 0 ,._____, 36' Box . 0 15Gol. VINES SYMBOL SIZE @) 5Gal. GROUND COVER SYMBOL SIZE QTY. 5 4 Frorn Flot>@ 12' O.C. From Flot.@ 18' O.C. From Flot>@ IB' O.C, Sod 0 Fir3t Submittal Second Submittal Third Submittal J:ovrth Submittal Final Approvad ILh REV TO ENTRY F~EVISION DESCRIPTION BOTANICAL NAME Arbutu, hybrid 'Morino' La9ontroemia indlca 'Nokhez' Lauru• nob!!l:1i 'Soratogo' Lopho:iitemon confi,rtu.s Lopho1tomon confertv, Qu11rcul o9rifolia BOTANICAL NAME Di:1iUcli~ 'River.s' BOTANICAL NAME Lyslmachlo nummularta Myoporum parvlfo!ium Baccharh pllularh EB 10 20 40 I. i.,-1;:;--= DATE INITIAL DATE INITIAL OTHER APPROVAL Cl TY APPROVAL AND IRRIGATION ONLY, APPROVED FOR PLANTl~TION OF PLANTING AREAS INCLUDING PRECISE LOC COMMON NAME Strawberry Tr"' White Crop• Myrtle Swttet Boy Br!.sbcinl!! Box Brisbane Box Coo.st Live Ock COMMON NAME Royal Trumpot Vine coMMONNAME Moneywort No Common Nomi, Dwarf Coyoto Bru~h Marathon HE SEE SHeETS LC-3, Ll-3, LTP•3, & LSP-3 KEVMAP SPECIFICATIONS REMARKS (Hl X Width) Multi.Trunk 5',; 5' Standard 7' x3' Standard Tx3' Stondard Tx3' Standard 10' x.4' Standard 5'xZ REMARKS REMARKS SEE SHEETS LC-1, Ll-1, LTP,1, & LSP-1 SEE SH~ETS LC-2, Ll-2, LTP-2, & LSP-• ---------------=~N~TS "AS BUILT ,, TITLE EXP. DATE REVIEWED BY: INSPECTOR DATE :ITY OF ~ARL0EAD SH.~ETS ~ l33J l: PLANNING DIVISION ~""-·'J'•' 0 TPLANS FOR, LANDSCAPE IMPROVEMeN SION ZEPHYR c~~~11~~~D6V6MMUNITIES a d,:ivelopm,:int by' & GroundcoYor Planting Plan Landscop" T,ee, Vmo, I ..:;. 'b.,-) I APPROVED: /1~\ c.:r-~L.6-\r PLANNING DRAWING NO. PROJECT NO. D' N BY: 434-9M CT 03-06 C~IKD BY: RVWD BY: ' I '- Cl <t 0 c:: .....I -<( c:: ~ u <( .....I cc Pa...p.1 T T T I I I I I I I_, u I I ; AU / I • u I I . u I .__,,:":,in I ,~1-<l I I 3:J I ci I y1 I 5' SLOPE EASEMENT 'Cl 1: I . i ·' ·i;'\ ~I 7 r,, . . [ill Lt 11] Ex' 'ill ( LOT l PLAN 3-AC FFE • 376.17 " GF•375.50 f PAD•375.50 LIMIT OF WORK .---'• r---", SEE NEW SHEET 32 FOR REVISION TO THIS AREA c:::"'-c~" V ------,.,. [ __ > c:=-",> --...,. RM AM . ) ,----1, BM RM R G GOG LIMIT OF WORK >C:.>l"'-py. PY PY ~ , C _... !:". PY P Y.' RM RM A. ~ •---.J, -..1, y;,. :--~.> c=--, PYRR Rli;{ll R. R 'I FFE • 370.17 GF-:l69,17 PAD•369.50 INTi;GRATION ~:,;/~Ya --'"·wt !Mi. ,_ ,9. :s: 21: ·b<-1.1..: ~~h~ DESIGN STUDIO LANDSCAPE ARCHITECTS 5835 Avenida Encinas, Suite 121 Carlsbad, CA 92006-4430 t 760,602.0144 f 760,602,0'58B ,,...,;,.INTEGRATION-DESIGN.com llM RM' ' 1'\\D SC AP f:: ~ \.--1,?, :!!f'~ ')<t1\,:.,.tl{"""'•,.,. ~ ,.,~• lo ~ "'1ffPt_ ,,1,'· "' !5 ~ ".,,/./ ·,,,,. 'r, Cl " 1~ .. -.. 30 10\115 ~,-.. 1 ''" i( 05J"1(Y 14 * uJ a 1t "+'-..;;, -1 r. o'<-f:: OF C 1.1.I'< Pro J act ....................... , ...... ""...... 13 .06 5 Scale ......... ~ .... n, ......................... M, .. ~ 1· • .20' SHRUB LEGEND SYMBOL SIZE 8 l Go/,@ 6' O.C, !Fh'f2! 1 Gol.@ 18' o.c. © 1 Gol.@ 3' o.c. @ 5 Gol.@ 5' o.c. © 1 Gol.@ 3' o.c. QTY. BOTANICAL NAME Boccharl1 p!lularfs 16 Calondrlnla ,pectabill,» Calandrinfa spectcbill1t-+ 33 Calliandra haematocephala 40 Carr~~a macroccrpa 'Gri:ien Carpet' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS COMMON NAME; Dwarf Coyote Bnnh Jazz T[ma Jade Jon Tfrne Jade Pink Powdor Puff Pro,trato Natal Plum REMARKS SPECIFICATIONS (HL X Width) 8'x a· l6"x 12" 0 1 Gol.@ 8' O.C. Ceonothu1 grile-t.H hon·zontcli1 'Yank~ Point' No Common Name 6"x 81 cs I ~ I 0.. if) ....J 1- UJ UJ :c if) UJ UJ if) LJJ z 11 Jan 13 22Marl3 05Mort4 23 Aprl4 05May14 1-05-15 DATE kk kk kk kk kk 0 lwl.@8'0.C, Coonothu1 varruco!lu!. @) 1 wl.@ 4' o.c. 17 Cl1tu1 x hybrldu, (x corbarlenaf1} @ l Gol.@3'0.C. 44 Cl1tu1 'Sun1et' V,{?J,1 1 G<il.@ 12' o.c. 90 Homorocalll1 hybrid, 'Yellol'(' 0 1 G<il.@ 8' o,c. Holoramele, arbutifolla @) 1 G<,I,@ 5' o.c. 36 Lantana montoy!dem.1!1 @) l G<il.@ 4' O.C. 24 Lantana 'New G<ild' ® 1 Gal.@ 24" O.C. 20 Pennl!leturn m□,•afcum @ 5 Gol.@ 5' O.C. Pltlor.porum toblra 0) 5 Gal.@ 5' 0,C. 66 Pltlo~porum tob[ra 'Variegate' @) 5 Gol,@ 5' O.C. 41 Rhophiolepl, 'Moje1tlc Beauty' @ 5 Gal,@ 36' O.C. 31 Rhaphlolopi1 umbollato minor 'Gulf Green' 0 I G<il.@ 10' O.C. Rhv~ integrlfolia ® 5 Gal.@ 4' O.C. 20 Roli□ 'Lavender Droam' ® 5 G<il.@ 3' o.c. 109 Ro1a 'Red Spread' 0 l G<il,@ 8' 0.C. Salvia develandil E.:'.J ' Flat,@ 12' O.C. 323 Sen[cfo mandral!acoo 'Bluo Chalk Sticks•H 0 1 G<,/,@ 24' o.c. 30 Se~leria autumnal!~ @ 5 G<il.@ 4' o.c. 48 T ecoma 'Sierra Apricot' G) 5 G<il,@ 36' o.c. 15 T EIC□ma 'Sierra Apricot' NOTES, l. 2. 3, 4. ALL PLANT MATERIAL DESIGNATED WITH (tt) SHALL BE PLANTED WITH CACTUS AND SUCCULENT BACK FILL MIX (SEE PLANTING SPECIFICATIONS) ffimJ AREAS PLANTED IN MODEL HOME PHASE {TO REMAIN), SEE MODEL HOME PLANTING PLANS. StE SH En LP-4 FOR SLOPE PLANTING RtQUIREMENTS SEE SHEET LP-4 FOR FIRE PROTECTION REQUIREMENTS 0 10 20 First Submittal Second Submittol Third Submittal Fourth Submittal • Final Approved rn 40 /1\ REV TO ENTRY J. ~:~.\:; ~ INITIAL DATE INITIAL DATE INITIAL DESIGNER OF \'/ORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL Worty!.tem Ceonolhu, White Rock Ro1e Rock Ro,a Day Lily Toyon Lantana Lantana No CQmmcJn Name Japaneu Toblra Variegated Jopaner.o Toblra No Common Name No Common Name Lemoned a Berry A.010 Clavaland Sage No Commco Noma Autumn Deer Gran No Common Name No Common Nc;;1me StESHE8S LC-3, Ll-3. LTP-3, & LSP-3 KEYMAP lO'x 10" 8'x 8' 12"x 6' lO'x 8' 6'x 8" 12"x 6' l6"x 12• l6'x 12• l6'x 12• l6'x 12' l0'x 8' 8'x 12' a·x 8' 4'x a· I0'x 8" 16'x 12• l6"x 12" See SHeETS LC-1, Ll-1, LTP-1, & LSP-1 ' ' SEE SHEETS LC-2, Ll-2, L TP-2, & LSP-2 NTS "AS BUil T" TITLE EXP. DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARL~BAD SHEETS L33! 1 PLANNING DIVISION ·-' .., LANDSCAPE IMPROVEMeNT Pl.ANS FOR, .iEPHYR COURT SUBDIVISION a development by DAVIDSON COMMUNITIES Londacope Shrub Planting Pion I APPROVED: PLANNING ~J!.\ l:f, E:{ ►-P11 .::,. s. >-t I DWN BY: PROJECT NO. DRA\YING NO. CHKD BY: CT 03-06 434-9M RVWD BY: tl '7\iii'u:'YiiiTc:Fllmiiiri'.E7HiITrS~:;;:;r:oiicRi':i~u"iisi~2------------------------------------------------------------------------------------------------------------------------------------J~ C:\Of(A't/lNG FILES\flrLE SHEErS\Cl_':,8-IP.D't/G HE.'/ISEU: ~/15/2012 .-I 0. (/) _J [:jj LU I (/) LU LU (/) LU z -_J I u f-<( ~ t<) I Cl. (/) _J f-LU LU I U) LU LU (/) LU z _J I u ~ ~ -oa,~. ------,... __ -----::::,_ PVj G G IA iu LOT 7 PLAN 2-CB- FFe • 361.17 GF •.360.50 PAD•360.50 ~~ ..--..-11 u·:L.U ...1...-1..., LOT 8 · PLAN 3-SR-R « FFe • 358.67 GF•358.00 ,f= 1 ·~¢1::=PA=D=•:;:358=·=00~!'{_~.),il IF .,.S.:..-1· ·~..., I I I I I I I I I I [· -~-~. .. r--..... -.. _ ,I?-~ , "' . -~~ ', ~:--=:---------~ I --~ .,,.,,,. '·• .. , / ,_ "·•--~-----.L-~""-':'.':-'.'.l' -.<, •,, -----r·· --(../ -.-. ....... -! I, I ~-j ; tt . G G 1--+i~=li==:!W7ffi~Jd".-b4 LOT 9 PLAN 2-SR-RIA-~ cc cc G G LOT 10 " PLAN3-AC [ : I " FFE; • 357,67 GF•357.00 PAD• 357•;_·00~~=-'r~-t:"' !;! c;_H CH CR --. •, ' I -,.,,.... ,........ c:::-' '> r--'·• LIMIT Oi= WORK -,u + ,; -----. :.::::::' 11; u, "-0 C: "- 111 fr 0 u ~ 0: 0 ~ LI.. 0 f- ~ -....J INT!;:GRATION ~iiai / -rt'f'~IV · '<lb }.t.~ ~-::J. DESIGN STUDIO LANDSCAPE ARCHITECTS 5835 Avenida Encinas, Suite 121 Carlsbad, CA 92008.4430 t 760.602.0144 f 760,602.0388 \\'WW.I NTEG RA Tl ON-DES I GN.com "\IDS C ,',pc <;> \, . -1~ ~,,;. .,,~&~~ ~ -~ ~~ '/ ~ ,It}_ .J A '-> .f ,-;.,, «I -" 0 _, I l!g1H c,,' t 30 Nov 15 ~"'"I d,1, * 1( osr,tay14 <ll ~t• ~'f; 1J-. c:W c OF Cl\\..\< Projact. .......................... , .................. 13,065 Scole ............... "'"'""''""'"'"'""'"'"''"' 1" • 20' 11 Jan l3 22 Mar13 05Marl4 23Aprl4 05 May14 DATE kk kk kk kk kk APPROVfD FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRfCISf LOCATION OF PLANTING ARfAS SHRUa Ll:GfND SYMBOL SIZE; 0 1 Gal.@ 6' o.c. IB@?JI 1 Gal.@ 18' O.C. © 1 Gal.@ 3' O.C. @) 5 Gal.@ 5' 0,C. @ 1 G<JI.@ 3' o.c. 0 1 G<JI.@ 8' O,C. 0 1 Gal.@ 8' O.C. @ 1 Gal.@ 4' O.C. @ 1 G<JI.@ Y o.c. ¢1)( ' ,, 1 G<JI.@ 12' O.C. 0 1 G<il,@ 8' O.C. @) 1 Gal.@ 5' o.C. @ 1 Gol.@ 4' o.c. 0 1 G<JI.@ 24' O.C. ® 5 Gal. @ 5' o.c. QTY. 14 47 124 55 16 29 30 20 73 50 49 BOTANICAL NAMe COMMON NAME; Bocch□rl1 pllu!arl5 Dwarf Coyoti, Bru1h Calandrin!a apoctobi\!s++ Jazz Time Jada C□l□ndrin[a .,,pectablll,++ Jazz Time Jada C□lliandra hcumatoceph.ala Pink Powder Puff Carlu10 macroc:arpa 'Green Carpet' Proatrote Natal Plum Ceanothu1 grluu1 horiz.ontal!a 'Yankee Point' No Common Noma Caanolhua vorrvco1u5 Worty1tum Ceonothu1 Cl,tu, x hybridu, (x corborlensl,) White Rock Roso Hemorocalll, hybrid, 'Yellow' Doy LIiy Heteromele!I arbu_tlfolta Toyon Lanlona montovldentls Lantana Lantana 'New G<ild' Lantana Penn!,"tum mauo!cum No Common Nome Piltasporum tobira Japone1e T obiro ReMARKS SPE;CIFICATIONS (Ht. X Width) 6"x a· 6'x a· 16'x 12" 4"x. 8" 10·, 10' 12'x 6' 12·, 6" 16"x 12' 8 5 Gal.@ 5' o,c. 39 Pilto1porum tobiro 'Vor!egota' Variegated Japan••• Toblro -- (§ 5 Gol.@ 5' o.c. Rhaphlalopl• 'Moje,tlc Beauty' @) 5 Gol.@ 36' O.C. Ahophlolopl1 umbellato rnlnor 'Gulf Green' 0 l G<il.@ 10' O.C. 8 Rhu, lntegdfalio ® 5 G<il.@ 4' o.c. ® 5 Gal.@ 3' O.C. 49 70 Rosa 'Lavender Orffllm' Ra,a 'Red Spread' 0 1 Gal.@ 8' O,C. 17 Salvia clovalandll t2J . Flat.@ 12' O.C . Senlcio mondrali,coo 'Bluo Chalk Stick.,•++ <iJ 1 G<il.@ 24" o.c. 39 Sa,lerta autumn0lf1 @ 5 Gal.@ 4' o.c. 19 Te<:oma 'Sierra Apricot' (,) 5 G<il, @ 36' o,c, 24 T ecoma 'Sierra Apricot' NOTeS: 1. 2. 3. 4 . ALL PLANT MATeRIAL DESIGNAHD WITH (tt) SHALL Be PLANTED WITH CACTUS AND SUCCULENT BACK FILL MIX (SE;E; PLANTING SPECIFICATIONS) ii~] AReAS PLANTeD IN MODEL HOME PHASE{TO REMAIN), SEE MODEL HOME; PLANTING PLANS. SEE SHEE;T LP-4 FOR SLOPE; PLANTING REQUIREMENTS SE;E; SHe£T LP-4 FOR FIRE PROTeCTION REQUIREMENTS Na Common Name No Common Name Lemonade Berry Rose Clovolond Sago No Common Name Autumn D89r Grau No Common Name No Common Nome See SHeE;TS LC-3. U,3. LTP-3. & LSP-3 KEYMAP 16"x 12' 16"x 12' lO'x 8' 10·, 8" 8'x 8' 4"x e· 16"x 12' 16'x 12' Set SHEE;TS LC-1, Ll-1, LTP-1, & LSP-1 SeE SHeETS LC-2, LI-:,, L TP-2, & LSP-2 NTS "AS BUil T" rn TITLE EXP. DATE REVIEWED BY: 0 10 20 40 INSPECTOR DATE First Submittal ~ CITY OF CARLSBAD SHEETS Second Submitto! )''····~-, .. , Third Submittal 2 PLANNING DIVISION ;33! l...-'-'-'····-•'- Fourth Submittal LANDSCAPE IMPROVE;MENT PLANS ~OR, Final Approved ZEPHYR COURT SUBDIVISION a d!!velopmpnt by DAVIDSON COMMUNITll:S Land,capo Shrub Planting Plan I APPROVED: {t,;Jj I l:f -lc.H-dfr f-3. 'b ·I '-1 PLANNING INITIAL DATE INITIAL DATI: DY/N BY: INITIAL CHKD BY: PROJECT NO. DRAWING NO. DESIGNER OF '//ORK REVISIOM DESCRIPTIOM OTHER APPROVAL CITY APPROVAL RY'/1D BY: CT03.Q6 434·9M (;I 0. ~:;;;;:;iiiN'cm1~i'm:-:;;;;m\cl';ii:;;~;:-m'vN'o'."'s':iisiwi;~------------------------------------------------------------------------------------------------------------------------------------l~ C:\Of~l\'1/ll'IG FILES\TTTLE 'iHEET5\CLSB-IP.DWC REVISED: G/15/2012 ~----12 ( WIND ~~3 SE:CTION LEGEND (J] LODGE POLE STAKE (SEE PLANTING SPECIFICATIONS). PLACE AT OUTSIDE EDGE OF ROOTBALL TOP OF STAKE SHALL NOT EXTEND INTO CROWN OF TREE []] BLACK PLASTIC CINCH-TIES WITH NE TWIST NAIL TO STAKES W/ GALVINIZED ROOFING NAIL WRAP LOOSELY TO TREE (}] LAYER OF MULCH {SEE PLANTING SPECIFICATIONS FOR DEPTH) KEEP MULCH3" AWAY FORM BASE OF TAEeS 5 GAL AND SMALLER. 6' AWAY FROM BASE OF TREES 15 GAL AND LARGER ill ROOTBALL(SEE PLANS FOR CONTAINER SIZE) III FERTILIZER TABLETS PER SPeCIFICATIONS ill AMENDED BACKFILL [zJ PLACE ROOTBALL ON NATIVE SUBGRADE ill WIDTH EQUALS TWICE THE CONTAINER DIAMETER []J KEEP CROWN 1" -2' ABOVE FINISH GRADE lj§j WATER BASIN (6" HEIGHTI [ill FINISH GRADE NOTE, • IMAGINARY LINE BETWEEN STAKES & TREE SHALL BE PARALLEL TO PREVAILING WIND DIRECTION ~ -?-T2 E;_E_ST_A_K_I N_G_(~D_O_U_BL_E~) ------1@ [fil SE:CTION III ORIGINAL GRADE III SHRUB-SEE PLANTING LEGEND (] LAYER OF MULCH {SEE PLANTING SPECIFICATIONS FOR DEPTH) KEEP MULCH 3" AWAY FROM BAsE OF SHRUBS 5 GAL. AND SMALLER ill AMENDED BACKFILL [fil FERTILIZER TABS (SEE PLANTING SPECIFICATIONS) [I] PLACE ROOTBALL ON NATIVE SUBGRADE (SEE PLANTING SPECIFICATIONS) Ii] WIDTH EQUALS TWICE THE CONTAINER SIZE 02" MIN. FOR LINERS) ill CONTAINER DEPTH 02" MIN. FOR LINERS) [I) 1,1 SLOPE MAX NOTE o EROSION CONTROL FABRIC SHALL BE INSTALLED ON THIS SLOPE TO CONTROL EROSION WHILE PLANTS ESTABLISH 12 11 SECTION LEGEND (J] RUBBGR GARDEN HOSE [I) 12 GA. GALV. WIRE (NOTTO BE SPLICED) 3/8" OR 5/16" O,D. X /062 WT. POLY5THELENE TUBING BY WARD MANUFACTURING (714) 631-5055 (] KEEP CROWN 1" · 2' ABOVE FINISH GRADE; ill LAYER OF MULCH (SEE PLANTING SPECIFICATIONS FOR DEPTH) KEEP MULCH 3" AWAY FORM BASE OF TREES 5 GAL.AND SMALLER. 6" AWAY FROM BASe OF TREES 15 GAL. AND LARGER ([] ROOTBALL. S5E PLAN FOR CONTAINER 5125 [I) FERTILIZER PACKETS PER SPECIFICATIONS Ii] 2' X 4" X 3•.o• LONG RWD. DEAD MEN ill AM5ND5D BACKFILL []J WIDTH eQUALS TWIC5 THE CONTAINER DIAMETER I@) PLACE ROOTBALL ON NATIVE SUBGRAD5 [jj] WATER 6ASIN {6" HEIGHTI @) FINISH GRADe T_TRE-~-UVE_E_G_U_Y_IN_G ______ ~@ 1 1------1 2 10 ITTII 1111ffi= 1J.1 1m U111 ~~~ -= - _J I 111 I 11 111 111-1 I I. i 11-·-J I I I. lll;"'-'I-II I= ill SECTION LeGeND [I] ORIGINAL GRADE III TREE. SEE PLANTING LEGEND (TI LAYER OF MULCH (SEe PLANTING SPECIFICATIONS FOR DePTH) • KEEP MULCH 3' AWAY FROM BASE OF TR5ES 5 GAL. AND SMALLER, 6" AWAY FROM BASE OF TRSES 15 GAL AND LARGER QJ AMENDeD BACKFILL 0 FERTILIZER TABS (SEE PLANTING SPECIFICATIONS) ill PLACE; ROOTBALL ON NATIVE SUBGRADE (SE5 PLANS FOR CONTAINER SIZE) ill WIDTH EQUALS TWICE TH5 BOX SIZE ill KEEP CROWN l'TO T ABOVE FINISH GRADE []J Id SLOPE MAX lj§j EDGe OF WATeR BASIN NOT5 • EROSION CONTROL FABRIC SHALL BE INSTALLEO ON THIS SLOPE TO CONTROL EROSION WHILE PLANTS ESTABLISH ~ -B~-LP R_U_B_S_L_O_PE_PL_A_N_T_I N_G ___ _____,® T_TRE-~-LP E_E_S_LO_PE_P_L_A_N_T_I N_G ______ ® LANDSCAPE PLANTING NOTES: SLOPE PLANTING REQUIREMENTS S!opo:1 6:1 or :itooper requiring aro~ion control meo!lImn. a-specified heri,in .\hall be tre<1ted with ona or moro of tho folloY1lng plontlr.g .d0ndard!I., STANDARD '1-COYeR CROP/REINFORCED STRAW MATTING Cover crop ,hall boa •••d mix typically mad• up of quick 9ormlnotin9 and fa1t covorlng gra"-o:s, cloven, and/or w!ld naw"r~ :submit tho 1pl'l'c:lric .1el!!:d mii"t for eity approval prior to opplic:□tlun, Tha co·{.ir crop 5hal[ be applied at the rota and mannar ,ufflc:!ent to provide 90% covorogo within thirty (30) day,. Typo of ero:sion control matting :shall bo 01 approvod by tho City and offi>:ad to lhe slope o:i recommended by tho manufacturer. On slopoa 3 foot or lo~ in vorti_col height where adj□cant lo publtc walks or 1tre1tls1 -When planting occurs between August 15 and April 15, ero,lon control matUng :iholl bo required. • During lho rtima!ndor of the yoor, the cover crop and/or ero,lon control matUne may b" u:sed. On :slopo:s gri:iahtr 3 feet in height, ero:slon control matting :shall be requlrod and a cove1r crop 1hall not bo u:ied, unle,s. olhertti:ia approved by tho City, STANDARD •2 • GROUND COV5R One hundred (100%) percent of the are□ :shall bl!I planted With o ground cover knoWn to hayo excollent :soil binding charadori1tlcs {plonh1d from a minimum 111.z:ci oF fiallad mahu[al and ~po cad k.1 provfdo. full co't'eraga y,;lthln ono year.) STANDARD '3 · LOW SHRUBS Lav,, :spreading .shrub, {planted from a mtnlmum of 1 gallon conlo!nen) 1holl cover o minimum of ,eventy (70%) percl!lnt of the :slope face (□t mature 1lze). STANDARD •4 · TR55S AND/ OR LARGE; SHRUBS Troo:i and/or largo shrub, (planted from a mlnrmum of l gallon contoln■n) at a minimum roto of cno (1) per two hundred (200) !lquare feat SLOP5S · 6,1 OR STeePER AND, a. 3' or less In vert[ccl height and cro adjciccnl to public walk.. or 1tra-et. requlro at minimum Standard 1 1 b, 3' to 8' in vertical height reqt.J/ro Standards 'l (ero1lon control motUng 1hol1 be ln:ital!ed in liau of a cover crop), "'2, and "3. c. in ax.c"sa of 8' In vertlcal harght raqulro Stondorch •1 {uo•lon contra[ matting ,hall bo Ini1tolled In liuu of a cover crop),·•21 •3, and .it4, Area, graded fl0ttor then 6:1 require Standard #] (cover crop) when thoy have onu or more of the folloW/ng c:onditrom.: a. Sheal gradocl pod:i not .1choduled for lmproveml!ln~ wilhin 6 monlh~ of completion of rou9h 9r□ding. b, A potentia! erosion problom as detormtned by tht'I City c. ldantlfted by the City 01 highly visible area5 to the pubilc or h.oye apecial condlliom, that warrant Immediate treolmonl FIRE PROTECTION REQUIREMENTS: GENERAL REQUIREMENTS 1. CALIFORNIA FIRE AND BUILDING COD5S Tho pl■n 1holt conform lo Chopter 49 of tho Col!fornlo Fir• Code ond/or Chaptor 7a of tho Col!fornfo Building Code,•• odoptod by lho City of Corl,bad. 2. OFFSITE FIRE HAZARD AR5AS It!~ the appl!cant"a re1pon:ilblllty to "ecure es;reemenh wtth ownen of adjacent proporty lo modify/mitigate offoilo wlldlond flro hozord, lo the oubjecl property, ,o thet conformance With tha flre prolecUon plen and adopted etandard1 t, achieved and maintained, 3. ACCESS Me1ntenance aci:e~s shell be provido-d to ell fire protecUon are!!!I, All maintenance accos1 polnh shell be !dentifled on the recorded dre'fflng1 l!lnd a melntemmce occe1:s egroement !!hall be recorded for the 1.ubj"d property. 4-D5BRIS REMOVAL Debrl, .e.nd trimmings produc;a,d by maintemmc;a end thinning lihell be removed from the 1.[ta er shall be convnrted to mulch bye chipping machine and evenly &sper!!ied aver the ereei to a maximum depth of four (-4) lnchn&. 5. INSP£CTIONS lnspecttons of fuel modification zone11 may occur throughout the year, The Fire Code OfftcTel or hts repre1rnnh1tive !!hall pro¥1de deteiled mafntemmcE'-raqu!rements in the event of 1!11 dl~pute, Al! required ml!llntenMca will be In •ccordl!llnce with the approved plem. Additlom1I malntemince may be required et the dlac:rntion of the Fire Code Offici,I. 6. FENCING Fencing relurnl5 that are au.ached ta a \tructure and/or any fonco located Within the drip 11ne of the eay&?i ~h•ll be con.!itructed With noncambu_1tlble m!terlal, If located Within 100 feet of undl,turbed native: area 15. 7. PHOTOGRAPHIC DOCUMENTATION The Fire Code Officl•l may require documenlary phologrophs of ,lopes et the time of traatrnenl The:;e photographs will remain in poim1i:;ton of the Ctty a:i a raforanco far fulura compli•nca ln,pectian, by Iha City. CONDITION C · GENERALFUEL MODIFICATION ZCNE; C-1 • Mea5ured hori.1::ontally 20 feet outward from the oully!ng edge of the fence [ine. • Plonled wilh ground cover or low grotiing ,hrub apecie, (lou !hon three (3) feet In holght) knoym to hl!IIVB fire re1l1tlye qul!lllllle:i:. • Tree:s l!llre allowed. • Irrigation liihall be required l!llnd malntlined, ZCNEC-2 • Manured horizont•lly :20 feet outward from the outlylng edge of Zone C-1. Thi, condition ml!lly exl1t in either 1!11 menuhclured slope or a native slope. • Zeno !':itandard~ ere a~ follows: -For man.uf.!!lc:tured sfope:s refer to Condition A. Zone A•'2., • !=or natural slopes with native or h1!11zardou4 VB'geUlt!on refer to Condition B • Zono B·2. • If the configuration !1 Condition A (an Irrigated manufactured ,lope) then tree, era allowed proy/ded the.t, et ml!lturlty, o 20 foot ~padn,g ce:n bo provided between the tree canopies. ZCNEC-3 • Meo,urod horizontolly 20 feet outward from the oullytng edge of Zone C-2. Thi, condition may exist In either a manufactured :slope or a Mtiya :slope, and o;-o;tond hortzontl!lll!y to a paint at !mu;t 60 feot from the fenco Una, • Zena standard, e.re as fallow,: .· !=or m1mufac:tured 15lopes refer to Cond!tlon A• Zone A-3. • For nl!lltive :iloptn refer ta CandiUon B -Zone 8-3, • If the configuration i:i Condition A (an irrigated manuflli:tured ,lope) then trees Me al!awed provided thl!lt, e.t me,tudty, e 20 foot :spacing can bo provided between tha treo canopies. 2 3 4 [ill SECTION LeGEND III FINISH G<ADE [TI WATER 6ASIN (] AMEND ID BACKFILL MIX AS REQUIRID ill PLACE RJOTBALL ON NATIVE GRADe [fil ROOT B/2LL, SEE PLAN FOR CONTAl~ER SIZE [I] MULCH t= REQUIRED. SEE PLANTING SPECIFICATIONS m ill I@ [TI] CURB OP. PAVING FERTILIZ,R TABS, SEE PLANTING INSTRUCTIONS ROOT BARRIER W/ GRAVeL BACKFIU, SEE PLANTING SPECIFICATIONS. ROOT BARRl5R SHALL B, LOCAT5D PARALLEL TO ALL PAV NG SURFACES AMEND ID BACKFILL MIX WIDTH EQUALS TWICE THE CONTAIHER DIAMETER APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING ARE:AS 2 LEGEND (J] GALVANIZEDEY5BOLT. BOLTINTO WALL [TI WALL BeYOND (] 12 GAUGE; WIRE· SECURE TO eY5 BOLT. QJ FINISH GRADe []] VINE ROOT BALL ill SOIL ROOT BARRIER @ -----------1C ROT-BAR V_VIN-~_TIN_E_A_TT_A_C_H_M_E_N_T _____ @ SECTION LEGEND (J] SHRUB· SeE PLANTING LEG5ND []] KEEP CROWN 1' ABOVE FINISH GRADE l}J LAYE, OF MULCH (SEE; PLANTING SPEOFICATIONS FOR DEPTH) KEEP MULCH 3" AWAY FROM BASE OF SHRUBS 5 GAL& SMALLER QJ FINISH GRADE III AMet!D,D BACKFILL ill FERTLIZER PACKETS (See PLANrlNG SPECIFICATIONS) (TI PLACE ROOTBALL ON NAT!Ve SUBGRADe (See PLANTING SPEOFICATIONS) ill WIDTH EQUALS TWICE THE CONfAINER SIZE 02' MIN. FOR LINERS) []J CONTAINeR D5PTH nz• MtN. FOR LINERS) ·o· TRIANGULAR Pl.ANT SPACING CHART• OF PLANTS• SF/("D") X "A" SPACING"D" ROW"A" •OF PLANTS DISTANCE DISTANCE PER S.F. BETWeeN BE;TWEEN TRIANGULAR PLANTS ROWS SPACING 6" o.c. 5.2O"O.C. 4.6154 8"0.C. 6.9YO.C. 2.5974 10'O.C. 8.66"O.C. 1.6628 1TO.C. 10.40" o.c. 1.1538 15" o.c. 13.00" O.C. O.73B5 18" o.c 15.60" o.c. 0.5128 24" o.c. 2O.60"O.C. 0.2885 30'O.C. 26.00"O.C. 0.1846 36"0.C. 30.00' o.c. 0.1333 42"0.C. 36.37'O.C. 0.0943 4•O.c. 3.46' o.c. 0.0723 s·o.c. 4.33•O.c. 0.0462 6·o.c. 5.20' o.c. 0.0321 s·o.c. 6.9s·o.c. 0.0180 1O·O.c. 8.66'O.C. 0.0115 12·O.c. 1O.4O•O.c. 0.0080 15•O.c. 13.OO'O.C. 0.0051 2O·O.c. 17.30' o.c. 0.0029 .is·o.c. 21.65•O.c. 0.0018 :5O•O.c, 26.00·O.c. 0.0013 -~~~-LT R_U_B_P_LA_N_T_IN_G ______ ® ~ -~-PAR_U_B_P_LA_.N_T_S_PA_C_E ____ ---1® INTEGRATION ···' '-",fdiX,' i::;;;;;;:::::J N,1fif'i<¾,,z ' ',,. •'·• -~ -.. ,•,ibl:1!.¾;f"Mr DESIGN STUDIO LANDSCAPE ARCHITECTS 5835 Avenida hncinas, Suite 121 Carlsbad, CA 92008.4430 l 760.602.0144 r 760.602.0388 ,,-,,,w.lNTE;GRA TION-Di:::SIGN.cam Pro/eet. .... -..................... -........... 13.065 Scale·-·········· ..... _...................... n/o "AS BUil T" TITLE EXP. REVIEWED BY: INSPECTOR 11 Jon '3 kk Ftrat Submittal ~ 22Mar13 kk SocondSubmittal 4 ITY OF 1--o~s~M-a,-14-+--kk--+---T-h-lrd_S_u_b_m_lt-la-l ---------+-----+-------t---+-----1 PLANNING DIVIS! ON t----+----+----~-"'-'='------------f------+----+-----+-----l 23 Apr14 kk Fourth Submittal LANDSCAPE IMPROV5ME;NT PLANS FOR, 05 Mo114 kk Final Approved ZEPHYR COURT sua□IVISION DATE DATE SHEE:,JS !33: L .... ..l a d11velopm11nt by DAVIDSON COMMUNITIES Landscape Planting Ngte1 &. Plantlng Detail, ~--+--+-------------J---------+---+---+--~IAPPROVED: \ .~ h'✓~, L:r, l:dl..oir P--LccAN--N-IN--G--~~'-+-----=---,--'----'~~~-~ r---DA_TI_,_..IN~IT~IA-L -t--------------+---DA-TE--+--IN_ITI_A_l..--,...-□-A-[E-f.--1-NI-Tl-Al--l ~D;::;;;/N:;:;B~Y;::: ===:::;--.:====P==R==o=J::::EC;::T::=N::O=. ==;-;::D=R=A=~=11N=G=N=o~. DESIGNER OF ·1,oRK REVISIO~l DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~~g ~r---er 03-06 434-9M --r "'7Z"mwiiinc""m'i~i"m'""':m\Clcill=i~icri'Eime7,iioi'ioi:,----------------------------------------------------------'-----------------------------------------------------------------------------1n....J C; \Uf~/\WlNG FILES\flTL!:: SH£0S\CLSU-tF'.DWG 11C:1/1SEU: 5/1 !J/2012 LANDSCAPE PLANTING SPECIFICATIONS 1. 2. 3, SCOPE: PROVIDE LABOR, MATERIAI.S, TOOLS, P[RMITS, TAXES AND ALL OTHrn COSTS CONSIDcRED AS clECESSAr<Y TO COMPLETE PLANTING WORK AS INDICATED AND SPEc11=1rn WITHIN THESE PLNIS BY NfGG[,ATIOcl DESIGN STUDIO. THE lciSTALU\TION SHALL BE COM PL HE IN EVeRY RESPECT TO THE SATISFACTION OF TIIE OWNEIL GENERAL CONDITIONS: A. THE CONTrlACTOfl SHALL BF. LICeNSED OR CERTIFIW BY THE STATE Ot= CALIFO[lrllA, ,-O[i THE TYPE or: WO[iK SHOWN ON THe PLANS. fl. THE CONTRACTOR SHALL CARllY ALL NECESSARY COMPENSATION AND LIABILITY irlSURANCE TO C01/slt HIS WORKrns AND lclSTALLATION so AS TO OFFER f'ULL PROTECTION TO THE OWrlEfl FllOM ANY POSSIBLE DAMAGE SUIT OR LIEN ON THE OWNGR'S PROPeRTY. C. LOCAL, MUNICIPAL AND STATE CODES, LAWS, RULES AND REGULATIOMS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEr<EGY MADE A PART OF THE:Se PLANS MID SPECIFICATIONS. D. THE PLArlTING DESIGN AS lrlDICATED ON THE PLANS IS DIAGRAMMATIC. SCALW DIMENSIONS ,\RE APPROXIMATE. VERIFY ALL SITE: OIMF.NSIONS PRIOR TO PROCEEDING WITH THE WO[lK. E. DO NOT PllOCEED WITH NIY WORK SHOULD THERE BE AMY UNK!IOWN OBSTRUCTIOMS, G[lADE DIFFEl,ENCES OR DISC[,ePANCIES FOUND ON THE SITE 011 ANY DISCREPANCIES WITHltl THE PLM1S. IMMEDIATELY BRING DISCREPANCl[S TO TH[ ATTENTION OF Tfle OWNER'S REPRESEtlTATIVE. IF NOTIFICATIOti IS NOT PERFORMED THE CONTRACTOR SHALL ASSIJl'1[ f'.ULL RE:SPONSIBILITY FOR NE:CJ;SS~\RY r,1GVISIONS. F. THE CONTrlACTOR SHALL NOTE ALL EXISTING FIMISH GRADES PRIOR TO COMMENCING WORK. RESTORE FINISH GRADES CHANGED DURING HIE COURSE OF THE WOIIK TO On!GINAL CONTOURS OR INTENDED CONTOURS WHERE PRACTICAL. G. TH[ INSTRUCTIONS TO BIDDERS, FROM ltlTEGRATION DESIGN STUDIO, SHALL BE COMPLETED AND [![TURNED TO THE OWNER'S REPRESer!TATIVE WITH THE BID BY THE CONTRACTOR AND SHALL BE A PART OF THESE PLANS. CONTIIACTOR SHALL NOTIFY LNIDSCAPE ArlCHITECT OF ABSENCE OF INSTRUCTION TO BIDOEflS. H. UPON AWARD OF nu: CONTRACT, THE CONTRACTOR SHALL IMMEDIATELY LOCATE, ORDER MW PURCHASE, OR HAYE HELD, ALL SPECIFIED PLANT MATERIAL EXCLUDlclG PRE.SELECTED PLMIT MATCRIAL. I. THE SITE SHALL BE KEPT CLEAN MID FRE:E OF EXCESS EQUIPMENT, MATERIALS, AND RUBBISH INCIDErlTAL ro THE WORK DURING THE CONSTRUCTION AND MAINfHIAMCE PERIOD. J. THE OWNEll'S IIEPRESEN r AIIYE SHALL HAY[ THE RIGHT TO MAKE MINOR CHANGES IN THE PLANTING DESIGN AND INSTALLATION AT NO ADDITIOflAL CHARGE. K. Pn!Oll TO EXCAVATION FOR PLANTING, OR PLACING OF STAKES, LOCATE UTILITIES, ELECTIIIC CABLES, COtlDUITS, SPRIMKLEII LINES, HEADS, '/ALVES, AND VALVE CONTROL WIRES, so THAT PllOPER PRECAUTIONS MAY BE TAKEN Nor TO DAMAGE SUCH IMPROVEMENTS. IN THE E'lrnT OF A CONFLICT 8ETWEEM SUCH LlflES AND PLAflT LOCATIOflS, PROMPTLY t!OTIFY THE LNIDSCAPE ARCHITECT TO ARflNIGe FOfl RELOCATION OF ONE OR THE OTHER. FAILURE TO FOLLOW THIS PIIOCEDU[lE PLACE:S THE RESPONSIBILITY ON THE CONTRACTOR FOR MAKING IIEPAIRS AT HIS [XPEMSE FOil DAMAGES RESULTING Fil OM WORK HEREUNDGR. L. NOTIFY LMIDSCAPE AIICHITECT IM WRlrtNG OF SOIL OR DRAIHAGE COflDITIONS EMCou,nrnrn DURlflG PLANTING OPERATIONS WHICH ARE DETRIMENT,\L TO GROWTH OF PLANT MATERIAL. SUBMITTALS: A. SOILS ANALYSIS: 1. AGRICULTURAL SUITAOILITY TEST REPORf FOR ON SITE SOIL AND ON SITE TOPSOIL. a. fHE CONTRACTOR SHAcl SUBMIT A REPORT TO THE OWNER'S REPRESENTATIVE PRIOR TO ORDERlflG SOIL AMENDMENTS OR PLAflT MATERIALS. b. TAKE 2 SAMPLES OF SITE SOIL AT A DE:PTH OF 6" TO 12·, WITHIN PROPOSED PLANTING AREAS, Af:TER COMPLETION OF GRADING AND PRIOR TO WEED CONTIIOL AND SOIL PREPARATION. c. SUBMIT SAMPLES TO "SUNLNID ANALYTICAL LAB" (INDEPENDEMT LABORATORY FOil TRl•C ENTERPRISES) llJ53 PYRITES WAY'<, [IANCHO CORDOVA, CA9S670·970I FOR SOIL EVALUATION. d. IIEQUEST TESTING FOR AGRICULTURAL FERTILITY AND SUITABILITY (TEST NO. LTP•a. 1A) WITH WRITTEN RECOMMENDATIONS FOR SOILS AMHIDMEfff, HYDllOSPRAY, ACID LOVING PLANfS, AND POST· MAINTENANCE: FERTILIZATION PROGRAMS. e. SUBHIT COPIES OF TflE P.EPO[lT TO THE LANDSCAPE ARCHI fECT AND OWNER'S REPRESENTATIVE. r. SOILS REPORT RECOMMEMDATIONS SHALL TAKE PRECEDENCE ovrn THE AMEflDMEMT AND FERTILIZER RATES SPECIFll:D lfl THESE PLArlS. B. PLANT MATERIALS: 1. SUBMIT COLOR PHOTOGRAPHS 90 DAYS PlllOR TO INSTALLATION TO THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE: OF EACH SP[CIFl[D TllEE, SHRUB, AND GROUNDCOVER TAKEN AT THF.IR SOURCE:S FOil APPROVAL. THG PHOTOS SHALL BE OF THE PLANT MATERIAL TO UE DEI.IVE[lGD TO THE JOBSITE. ALL Pl.ANT MATERIAL DELIVEllED SHALL BE OF EQUAL OR BErrrn QUALi [Y AS THE PHOTO GIVEN AS A REPllESEfHATIVE SAMPLE. 2. IF ANY PLANT MATERIAL SPECif'.IED IS f!OT OBTAINABLE, SUBMIT A WRITTEM SUBSTITUTION REQUEST TO THE LANDSCAPI: ARCHITECT DURING THI: BIDDltlG PHIIOD. C. WRITTEN GUARANTEE: 1. ALL TREES SHALL BE GUARANTEED, IN WRITING, TO LIVE IN A HG1\LTHY CONDITION FOR I YEAR FOLLOWING THE DATE OF COMPLETION OF THE SPECIFIED ~IAINTEflANCE PERIOD. THIS DATE SHALL BE DETl:RMINED BY THE OWNER'S REPRESENTATIVE: AT THE TIME OF THE FINAL MAINTeNANCE WALKTHROUGH. 2. RE:PLACE DEAD, DAMAGED, OR UNHEALTHY TllEES, PER THE ORIGINAL DETAILS IMME:DIATELY UPON NOTIFICATION BY THE OWclER'S REPRESEN rATIVE. (THIS Will. BE AT NO COST TO THE OWNER.) fll:PLACEMENT TREES SHALL ME[[ THE SAME SPECIFICATIONS AS THE ORIGll·IAL TRE:ES. REPLACEMENT TREES SHALL BE GUARANTEED ['.Oil I YEAR, FOLLOWICIG THEIR INSTALLATION AS DETERMINED BY THE OWNER'S flEPRESEN rATIYe. 3. ALL SHRUBS, VINES AND GROUNDCOVER SHALi. BE GUARAN fEED FOR THI, LENGTH OF THE MAINTENANCE PERIOD. D. STATEMENTS OF CONFIRMA TIOI'<: THE CONTRACTOR SHALi. SUBMIT TO THE OWNER'S REPReSGNTATIVE, THE FOLLOWING ITEMS, 1. SUBMIT, AT THE TIME OF DELIVERY, INVOICE STATEMENIS FOR ORGANIC AMENDMENTS AND FERTILIZERS CERTIFYING DELIVERY TO THE SITE AND QUANTITIES BY BULK MID/OR WEIGHT. 2. SUBMIT SUPPLIER'S STATEM[NTS OF CONFlllMATION RECORDING COMPLIANCE OF ORGANIC Ac·IENDMENTS AND FGRTILIZEIIS WITH '[HESE SPECIFICATIONS. 3. SUBMIT CERTIFICATES FOR THE FOLLOWING ITEMS UPON DF.LIVl:RY TO THE JOB SIT[, a. b. C. d. QUNITITY OF COMMERCIAL FERTILIZER AND ORGMHC FERTILIZER. QUANTITY OF SOIL AMENDMENTS. QUANTITY OF SEED. QUANTITY OF OTH[R SOIL ADDITIVES PER AGRONOMIC SOILS TEST REPOIIT. 4. SUBMIT WRITTEN CERTIFICATE OF HYDROiEEDING. 5. SUBMIT wrnTTEN CERTIFICATE or. DELIVERY OF COfHAINER O[l BULK MATERIALS. 6, SUBMIT WRIITEN CGRTlflCA'fe OF QU.,NTl[Y AND QUALITY OF PLAN[ MAfEnlALS. MATERIALS: A, GENERAL: 1. PROVIDE MA TE RIALS OF BEST QUALITY OBTAINABLE WHICH COMPLY WITH THE PLANS. 2. NO SUBSTITUTION OF SPECIFIED MATERIALS SHALL BE MADc WITHOUT WRITTEN APPROVAL OF THE OWNER'S REPIIESEMTATIVE. B, WEED CONTROL: 1. Pll[.PLAMTlflG Hl:RBICIDE, llOUt<DUP Oil :;QUAL. 2. PRE·l:MERGENT WEED CONTROL, RONST.\R·G, TllEFLAN, E:PT,\M, VEGITEX, OR EQUAL. C. ORGANIC AMENDMENTS, DEIIIVED FROM WOOD O[l BARK, GllANUL1\R IN MATURE, STABILIZED WITH NITROGEcl, FORTIFlrn WlrH MINERALS AND HAVING THE: FOLLOWING PROPERTIES, 1. PARTICLE SIZE, ,. MINlt•IUM ,,,._,, PASSlflG A a MESH SCllEErl. b. MlcllMUH BO% PASSING AN B MESH ;c11EEN. 2. rllTROGEN co,m:;m, (ALL VALUES BA3ED ON DRY WEIGHT) 0.5% FOR l!EDWOOD SAWDUST, 0.7% FOR FIR SAY/DUST, 1.0% FOR CEDAR SAWDUST, l.0% FOR FIR OR PltlE BARK. PINF. SAWDUST IS NOT ACCEPTABLE. ,. SALINITY, CONDUCTIVITY 3.5 Mll.LIMIIOS/Ct'1 AT 25•C OR LESS AS DOE:RHINW lei SATURATION EXTnACT CONDUCTIVITY. ,i. ORGANIC CONTE NL MINIMUH 90% BY WllGH f. D. FERTILIZER$ AND MINERALS, 1. PROVIDE COMMF.RCl,\L FE:RTILIZF.11' UIIIFORM IN COMPOSITION, FREE· FLOWINC, SUlfABLE FOIi APPLICATIO'I WITH APPROVW EQUIPHEflT, DELIVERED TO THE SITE IN Uri OPENl:D C'.JNTAINrns, EACH FULL V LABELLE:D ACCORDING TO APPLICABLE FERTILIZER LAWS, AND BEARING THE NAME OR MARK OF THE HNIUFACTURER. COMMERCIAL Fl:llTILIZER, b. ,. J. SOIL PREPARATIOfl IIYDIIOSP[lAY WEED CONTROL MAINTENANCE, FEflTILllER TYPE SHALL BE BASEC ON RECOMMECIDATION GIi/EN IN THE SOILS ArlALYSIS BY 'SOIL AND PLAN[ LA80RATOR'/'. 2. SOIL SULFU[I, FIRST QUALITY COMclEilCIAL GRADF.. 95% MINIMUM ELEMENTAL SULFUR. .5_ TRJ-C !!UrvlATE PLUS: COMME]KJAL GRADE ORGi\NIC SOIL CONDJTlOl'IE::R WITH 2:i½ HUt-11C ACID Ar-ID 1°;;. CALCJUM Af'ID 5% SULFLR. FOR ALL TRl•C Pfl.ODUC rs, R[;_i=!;R TO WWW.f'IATURALSOILUr!ONS.COM OR (8or..1/9:.!.1.5311 "· TRl·C HUMATE, COHMERCl1\L GRADE ORGANIC SOIL CONDITIONER WITH 40% HUMIC ACID, 5. Trll·C 6·2·4, COMMERCIAL GRADE ORGA,IC SOIL CONDITIONER/f'EIITILIZEfl WITH 20% HUMIC ACID, 6"h NI fROGErl, 2% PHOSPHORUS, a0r, POTASH, AND 5% SULFUH 6. Trll·C IROrl WITH MICRONU [RIENTS, NOrl-STAINING mori, (10% IRON SUCRATE). WITH 13% CALCIUM, 6% SULFUl, 5% MAGNESIUM, 2% MANGANES[ AND 1% NIHIOG[N. ). TRl·C ENDO ti ET AMI, moo NET ARBUSCULAR MYCORRHIZAL INOCUI.UM 8, l[lON SUI.FATE [(FE2 (SOa)J, FIRST QUALITY COMMERCIAL GRADE 20% MINIMUM FE. AS METALLIC. '/. AGRICULTURAL GYPSUM (CALCIUM SULF~TE, CA S04 2HO), FIRST QUALITY COMMERCIAL GllADE, 2J% CA. 10. CALCIUM CAllBOMATE LIME, FIRST QUALlrY COMMERCIAL LIME. 11. TRl·C MYCOIHIHIZAL PACKETS, 7 GIIAM f!YCO PAKS, WITH 10% HUMIC ACID, AND MYCORRHIZAL t=UNGI AT A MINIMUM RATE oF 100 PROPAGULES/CC E. PLANT MATERIAL: J. QUALITY, HEALTHY, VIGOROUS, NORt1AL HABIT; FREE OF Wl:EDS, INSECT lrlFEST ATION. PLANT DISEASE, SUrl SCAlDS, BROKEN FOLIAG[, ABRASIONS OF THE BARK, AND OTHER DISFIGUREMENTS. QUALITY IN ACCORDANCE WITH THESE PLN1S AND SPECIFICATIOIIS SHALL BE DETERMINED BY THE OWNEll'S REPRESENTATIVE. 2. SIZE, THAT NORMALLY EXPECTED FOR COMMERCIALLY AVAILABLE NUHSERY STOCK FOil SPECIES/'IARIE:Tl[S SPECIFIED IN THESE PLMIS. THE ROOT SYSTE:M SHALL FILL THE CONT Al cl ER 81JT NOT BE HOOT BOUND. SIZE IN ACCORDAMCe WITH THESF. SPECIFICATIONS SHALL BF. DETERMINGD BY THE OWNER'S REPRE:S[NTATIVE. 3. flEJF.CTIOi'I OR SUBSTITUTIOcl, [leMOVE REJeCTED PLANT MATGRIAL F[IOM THE SITE IMMEDIATELY AND llF.PLACE AT NO ADDITIONAi. COST TO THE OWNER. SUBSTITUTIONS SHALL NOT 6F. PERMITTED UNLESS EXPRESSE:D CONSE:NT IS RECEIVED FROM THE OWNErs llF.PRESENTATIVE. ,1. PIIOT~CTIOM, HANDLE AND STORE PLA'IT MATERIALS TO PROTECT FROM SUN, ~MID, ArlD OTHGR INJURIES OR DAMAGI:. lrlJURY OR DAMAGE SHALL BE CAUSE FOIi REJECTION EVEN AFTER INrm1. REVIEW. s. QUANTITIES, CIRCLES, DOTS, OR OTHER PLANT SYMBOLS USED WITHIN THE PLANS AIIE THE AUTHORITY TO PLANT COUNfS AND SHALL DFfERMINF. QUAN flTIES PROVIDED. OUMITITIES SIIOWN ON THESE D[IAWINGS AllE APPIIOXIMATE NID Alli= OrlLY FOR THE COtNF.tllrnCE OF THE COtlTRACTOR. PLNIT SYMBOLS NID;OR 'OM CENTErr SPACING TAKE PRECEDENCE ovrn PLArlT QUAN Tl [IES SPECIFIED. CONTRACTOR SHALL INFORM OWNER IMMEDIATELY OF NIY DISCREPMICIES BETWEEN QUANTITIES AND SYt•IBOLS SHOWN. 6. HYDROSEEDING, ,. WOOD Ci=LLULOSE MULCH, CLEAN, NATUllAL, WOOD CELLULOSE FIBER, DYED GREEN WITH UNIFQR,1 SUSPENSION IN WATER, ALLOWS ABSORPTION OF MOISTURE, AND RAINFALL TO PERCOLATE TO SOIL BELOW. b. ORGANIC SOIL AMENDMENT, COMPOSTED ORGMllC FERTILIZER PRODUCT WITH A 6·3·') rlPK RATING CON[ AINING TRACE ELEM EN rs. c. sErn, CLEAN, FR[SH, NEW CIIOP, LABELED WITH SUPPLIF.[l'S STATEMEN r OF COt•IPOSITION NID PERCENTAGE OF PURI [Y. J. BINDell, ECOLOGY M·BlrlDER. 0 TRl•C IROrl WITH t•IICRONUTRIEMT,. I. IRON CHELATE. g. St:ED 1'--tlX.ES PER PLAN. F. MULCH, 1. MULCH, MUI.CH SHALL BE 1/2° TO 3" "FOREST MULCH", AS MANUFACfURED BY AGRI SERVICE INC. (800) 26,.,i167 G, ACCESSORIES: 1. TREF. TIES, COMMF.RCIALLY MANUFACTURED TIF.S FROM BLACK TIRE CASINGS, cur TO A MINIHUM 10" LENGTH AND HELD IN PLACE BY 12 GAUGE GALVANIZW WIUE Oil SPLIT PI./\STIC HO;E: WITH A MINIMUM LENGTH OF 15'. SPLIT PLASTIC HOSE SHALL BE 'CINCH Tie' OR APPROVED EQUAL. 5. 2. TflEE STAKES, 12' LOl·IG, STRAIGHT GRAIMED LODGE POL[ PlrlE, FREE OF KNOTS, CHECKS, SPLITS AND DISFIGUR[MeNTS, rnEATrn WITH CHROMATED COPPER ARSENATE. CUPIIESSUS SEMPERVIRF.r1S (ITALIAN CYPllESS) SHALL BE STAKED WITH 16' LOMG X 2· DIAMETEII GALVINllED STEEL POLE, PAINTED DAIIK GREEtl ,. TrlEe. THUNK PliOTECTOllS, HANUFACTUllED CY V.1.T. COMPAi-i'/, lf!C., 2063 WINF.YA[ID PLACE, ESCONDIDO, CA 92029, (Boo) 729·13i.. a. GUY WIRES, 12 GAUGE GALVANIZED WIRE; clOTTO BF. SPLICED. 5. GUY WIRE HOSE, 3/8" OR 5/16' X .062· WT POLYETHYLENE TUBING BY WARD Mf:G., (71'1) 631•505S. 6. ROOT BARRIE fl, COPOLYMER POL YPROPYLF.NE, IMJECTION f'10LDED, .oao THICKNESS noor llARRlrn AS MANUFACTURED BY DEEP ROOT CORPORATIOM, (Boo) 458·7666. USF. MODEL NO. UB 2a·2 ADJACEclT TO CURBS AND PAVED SURFACES. USE MODEL NO. UB ,6·2 OR UB ,10•2 ADJACENT TO RETAINING WALLS OR BUILDING FOOTINGS. SEE PLANS AND DETAILS FOIi LOCATIONS. INSTALLATION: A. PERCOLATION TESTING: I. UPON COMPLETION OF THE ROUGH GRADING or: THE SITE, THE OWrlEll'S REPRESEMT ATIVE SHALL IDENTIFY A TYPICAL LOCATION FOR I OF Hie LMlGEST SPEClc,IEN BOX TREES, THE COH fRACTOR SHALL E:XCAI/ATE Tf-lE PIT FOR THE TREE PER THE PROJECT SPECIFICATIONS AND DETAILS. 2. WITH TH[ OWNEfl PRESENT, THE CONTRACTOR SHALL FILL THE PIT WITH WATl:R TO A DEPTH OF 12", IF POS,IBLE. THE LENGTH OF TIHE RF.QlllllED FOIi THE WATER TO PEflCOLATE lf!TO THG SOIL, LEAVING THE PIT E~IPTY, WILL BE MEASUllsD IJY THE CONTRACTOR :,,•ID VERIFIED BY THE OWNER'S REPRESENTATIVE. ,. WlfHIN 6 HOURS OF TH[ TIME THE v ... rrn HAS DIIAltlED FllOH THE PIT THF. CON TRAC [OR, WI fH THE OWNeR p1;. <IT, SHALL AGAIN FILL THG PIT WITH WATER TO A DEPTH OF 12'. IF WAH •ES NOT COMPLETELY PERCOLATE INTO THE SOIL WITHltl 9 HOURS A D, '•llrlATIOfl WILL BE MADE BY THF. OWN[[! AS TO WHl:THEfi OR flOT A DI-. ~GE SYSTEM TO EACH TREE WILL BE REQUIIIED. B. WEE:D CONTROL: 1. MANUALLY REMOVE ALL EXISTING WEE!·· .\ND GRASSES MID IIEMOVE FROM SITE. 2. ,t. APPLY 200 LBS/ACRE COMMERCIAL r, IRRIGATE a TIHES PER DAY DURING fl;, DAY DU[llNG OTHER SEASONS FOR 3 Wl DISCONTINUE IRRIGATION FOR 2 Dt. CONTACT HEIIBICIDE, PER MANUFAC: GERMINATED WEEDS AND GRASSES. : GRASSl:S. MANUALLY REMOVE WEE' SOIL DISTURBANCE ON SLOPED Afll:A tr WEEDS AND GRASSES STILL EXIS. ABOVE, FOR 2 WEGKS OR UNTIL HERBICIDE PER MANUFACTUReR'S D, WEEDS AND GRASSES. MAN VALLY Hf_· SI fE. NO PllE·F.MERGENT HERBICIDE SHALL SEEDED. 'ILIZEll TO ALL PLAMTlrlG AREAS. · J•IME:ll SEASON NID 2 TIME:S PER ., TO GERMINATE Sl:EDS. MID APPLY A NOM·SELECTIVG ·Ul'S DIRECTIOfl, TO ERADICA fE . N HERBICIDE TO KILL WEEDS AND ,D GllASSES FROM SITE. MINIMIZE HE SIT~. ·;ATE a 011 2 TIMES PER DAY, AS GROWTH APPEARS. flEAPPL Y ,ON. ALLOW HE[lBICIDE TO KILL . WEeDS MID CRASSES FROM THE .·iED IN LANDSCAPE ARF.AS TO BE 6. CONrnACTOR SHALL OBTAlcl APP~· AL BY THE OWNl:R TO APPLY ANY l·IEflBICIDE, INSECTICIDE;, FUNGICIDE. OR OTHER CHEMICALS TO Bs USED OM SITE. CONrnACTOR SHALL ABIDE 8'{ ALL APPLICABLE GOVERNMErlTAL STANDARDS REGULATING THE APPLICMION OF NIY CHEMICALS, NID SH,ILL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS. A"L WORKERS APPLYING SUCH CHEMICALS SHALL BE LICENSE:D IF REQUIRsD BY LAW. C. DELIVERY AND STORAGE:: 1. COMTRACTOR SHALL DELIVER SOIL AMEMDMErlTS TO THE SI IE IN THE: OIIIGINAL UN·OPENED CON I AIMERS, BEAIIING IHE MANUFACTURER'S GUARANTEED CHEMICAL ANALYSIS, tlAME, rnADE NAME 011 TRADEMAllK, AtlD STATEMErrr INDICATING COfll'O[lMANC[ TO STATE AND FEDERAL LAW. IN LIEU OF COMTAINEl,S, SOIL AMEclDMEfHS MA'{ BG FU~cl!SHED !ti BULK. A CEIITIFICATG lflDICATING THE ABOVE INFOllMATIOM SHALL ACCOMPANY E,\CH DELII/EnY. 2. CONTRACIOR SHALL ARIIANGE FOil OWNER'S REPRESEclTATIVE TO CERTIFY ALL UN.QPENGD FERTILIZER PACKAGES ON SITE. FEIHILIZrn PACKAGES SHALL NOT IJE llEMOVED Fll0t1 SIT!: Urffll AFfEll INCORPO[IATIOM lrlTO SOIL AS PER SPECIFICATIONS, Nm ONLY WHEN DlfleCTED BY OWNEll'S RePRESENTATIYE. 3. CONTIIACTOR SHALL STORE AND PROfECT PLArlfS NOT INSTALi.ED ON THE DAY OF ARRIVAL AT THE; SITE. D. SOIL PREPARATION: THE CONTRACTOR SHALL HAVE OBTAINED RESULTS FROM SOIL TESTIMG TO DETEl<MINE IF SOIL IS TO BE IMPORTED 011 Ii= ON SITE SOIL WILL BE AMENDED. FINISH GHADING, MOUNDlflG, SOILS TESTING AND WEED COMTROL SHALL BE C□r·IPLETE:D PRIOR TO SOIL PREPARATION. 1. AMENDING ON SITE SOIL, ,. CROSS·RIP ON Gll/\DE PLANTING AIIEAS TO A DEPfH OF 10".12· IN 2 DIRECTIONS. b. APPLY PER 1,000 SQ. Ff. OF PLAMTlclG AREA (EXCLUDING SLOPE:S GREATER THAN 2,1). THESE RAfES MAY BE ADJUSTED BY THE SOILS llePOIH AND ARE FOR BIDDlrlG PUIIPOSES ONLY, ORGAMIC Ar,IEf!Dt•IENT ____;__ CU. YDS. COMMERCIAL FERflLIZER ~ LIJS. SOIL SULFUR TRl·C HUMATE __ 23...._ LBS. _5g_Ll:3S. AGRICUI.TU[lAL GYPSUM _]QQ_ LBS. c. DllOADCAST THE OflGMIIC SOIL AMENDHENTS UNIFORML y ovrn SURFACE OF THE AREA TO BE TREATED. INCORPORATE INTO THE SITE SOIL BY CULTIVATION, SPAOlc1G, OR ROTO·TILLING, TO A DEPTH OF 6" NID FINE GRADE TO SPECIFIED DEP fH BELOW ADJACF.NT PAYlrlG AND CURBS. llEMOVE FROM ALL PLAN flNG AREAS, HOCKS AND DEBlllS LARGER THAN J'' AND REl'10VE FROM TH[ SITE, CLEAN MINERAL AND AMEflDMENT STAINS F[IOM PAVING. d. MOISTURE CONTENL THE SOIL SHALL NOT IJE WO[lKED WHEN THE MOISTUflE CONTENT IS SO GREAT THAT EXCESSIVE COMPACTIOcl WILL OCCUR, AND NOT WHrn IT IS so DR'/ THAT DUS r WILL FORM IN THE AIR. WATER SHALL BE APPLIED, IF NECESSARY, TO PROVIDE IDEAL MOISTURI: CONDI flONS. INTEGRATION ~iildiii DESIGN STUDIO LANDSCAPi; ARCHIT!;CTS 5835 Avenida Encinas, Suite 121 Carlsbad, CA 92008.4430 t 760.602.0144 f 760,602.0388 www.lNTE;GRATION-DGSIGN.com 2. BACKFILL MIX, ,. STANDARD BACl<!=ILL HIX, USE IMPORT TOPSOIL, S[OCKPILE TOPSOIL, O[l ON SITE SOI. BASED ON THE SOILS RF.Porn. THIS HIX IS FOR BIDDING ONLY. ilEriD PEil CUBIC YARD, TOPSOIL/IMPOR1 SOIi. ORGANIC AMENDt'1ENT TRl·C HUMATE TRl•C IRON W/ MCRONU fRIENTS 3 PArlTS BY VOLUME 1 PART BY VOLUME 6 LBS Pm CUBIC YARD OF MIX , LBS PER CUBIC YARD OF MIX AGRICULTUllAL GYPSUM 5 LBS PER CUBIC YARD OF MIX FERTILIZER (6•20•!0) 1.s LBS PER CUBIC YArlD OF MIX b. ACID 1.0YlclG PL,NT MIX, USE IMPORT TOPSOIL, STOCKPILE TOPSOIL, OR ON SITE SOI'., BASED ON THE SOILS REPORT. THIS MIX IS FOR BIDDIMG Otll Y. SEE PLNI FOR INDICATION OF ACID LOVING PLANT MATEHIAL. ULEND PER CUBIC YARD, TOPSOIL/IMPORI SOIL 1 PARTS BY VOLUME NITROLIZING ORGANIC AMl:MDc1ENT 5 PARTS BY VOLUME COMPOSTED LE~i= MOLD ,1 PA[lTS DY VOLUME TRl·CHUMATE Tlll•C IIIOrl W/ ~ICROt-lUTrllEflfS AGIHCULTURAL GYPSUM a LBS PER CUBIC YARD OF MIX 2 LBS PER CUUIC YARD OF MIX 5 LBS PEIi CUBIC VAIID OF MIX FERTILIZER (o·20·!0) 1.5 LBS PER CUBIC YARD OF MIX c. SUCCULENT/CACTUS Ml:t USE IMPORT TOPSOIL, STOCKPILE TOPSOIL, OR 0,1 SITE sot, BASED Ori THE SOILS REPOfH. THIS MIX IS FOil BIDDING om Y, IE[ PLAN FOIi INDICATION OF SUCCULEN r/ CACTUS PLMIT MATERIAL BLEND PER CUBIC YAIID, TOPSOIL ORGANIC AM[NDMEflT DOUBLE WASHE:D SAND TRl·C HUMATE 6 PARTS 3 PAfHS 2 PArrrs , LBS PER CUBIC YARD OF MIX E. FINISH GRADl~G, I. PRIOR TO THE COMt•HICEMEMT OF PLANTlclG OPERATIOclS, COMPLETE FINISH GRADING AS SPECIFIED. 2. WHErl PRELIMlflARY G·l,\DIMG, INCLUDING Wl:EDING AND FE[HILIZING HAS BEEN C0t'1Pli=TF.D, NID THI: SOIL HAS DRIED SUFFICIENTLY TO BE READILY WOflKED, PLANTING f\REAS SHALL BE Gf,ADED TO UcHFORM LEVELS OR SLOPES AT A MINIMUfl OF 2%. MINOR ADJUSTME:MTS TO FINISH GRADES SHALL BE MADE IN THE Dl[IECTIOrl OF THE FLOW. LOW SPOTS ArlD POCKETS SHALL B[ GRADED TO DRAll'I PROPERLY. GIIADlrlG SHALL BE DONE \I/HEM SOIL IS AT OPTIMUM MOISTU RF. CONTE:NT FOil WOllKIMG. [lOCK AND DEBlllS MORE THAN I" !fl DIAt•IEfEll SHALL BE REMOVED FROM THE SITE. F. PLANTING 1. TREES, SHRUBS AND 1/1,,ES, ,. THE OWNER'S flEPRESENTAflVE SHALL APPROVE THE PLACEt1ENT OF ALL PLANT MATEIIIAL DEFORE PLANTING PITS AllE EXCAVATED, THE: CONTIIACTO[l ,HALL 1.AYOU[ PLANT LOCATIOrlS FOR SHllU!lS ArlD VINES, OR PLAC[ SPECIFIED QUNITITIES OF PLANTS lei CONTAINERS AT LOCMIONS 3HOWN ON PLANS. CONTIIACTOR SHALL LOCATE TREES 24' BOX NID SMALLrn WITH MARKER STAKES. CONIRACfOR SHALL LOCATE -REES 30· ArlD LARGER WITH MARKER STAKES, AND r-LAG THE NOllTII SIDE or: EACH TREE. CONTRACTO[l SHALL HAVE ALL PLAflT MATE[IIAL LOCATED PIIIOR TO THE SITE VISIT BY THE 0'1"'1ER'S RePRESEMTATIVE. b. PLAMT MATElllA•.S AS SOON AS SITE IS AVAILABLE AND WEATHER CONDITIONS A[/€ SUITAflLE FOi, PERFORMANCE AND THE SEQUENCE OF THE SPECIFICATIONS. DO NOT PLANf IF THE SOIL IS EXCESSll/1:LY WET. c. EXCAVATE PLANT PITS 2 TIMES WIDE[! THAN THE PLANT CONfAINER EDGES SHALL BE6" OR MORE AWAY FrlOM CURBS AND PAVING. J. SET PLANTS lrl CENTER OF PITS, IM VERTICAL POSITION SO THAT CROWN OF PLA•IT IS I" ABOVE ADJACE:NJ FINISH GRADE. BACKFILL PLANT PIT WITH aACKFILL MIX TO 1/2 THE HEIGHT OF THE ROOT BALL AND WA TEil. e. MYCOllllHlllAL eACKETS, PLACE PER Tl IE FOLLOWING SCHEDULE, • I GAL. , GRAM PACKET • s GAL. 3 7 GllAM PACKETS · IS GAL.. 2,1" f,OX a 1 GRAM PACKETS · JO'IJOX, 36" iox 16 7 GIIAM PACKETS , 42"BOX, aa" &OX 22 7 GRAM PACKETS f. CONTINUE CAC~FllllrlG AND FORM SHALLOW BASIN AIIOUND EACH EDGE OF ROOT BALL BY DEPRESSlelG SOIL SLIGHTLY BELOW FINISH GRADE. FORM IJl>,SIM l<IMS, KEEPING RIM WITHIN ourER WGES OF ROOT BALL. w,rrn TO SATURATE HOOTS AMD FINISH BACKFILL AflOUND IIOOT IJl>,LL. g. FINe GRADE AIIF.'\S AROUND PLAMTS TO SPECIFll:D FltHSH GRADE AND DISPOSE OF EXCSS SOIL. I,. PRUNF. AND SHPPE ALL TrlEE:S, SHRUBS AND VINES, AS DIIIECTED BY OWNER'S REPRE:EN [ATIYE. i. PLANTINGS SHALL NOT BE LOCATED SUCH THAT THEY WOULD CAUSE A LlrlE OF SITE PP.OBLEM FOIi VEHICULAR TIIAFHC. ,. GROUNDCOVER AND A•INUAI.S, '· PLANT GllOUtlDcOVEII TO COVER THE DESIGrlATED AREAS AT THE SPECIFIED OM CEcffER SPACING. c. ALL GROUNDCCVl:R SHALL EXTEND UNDcRMEATH All. THEES AND SHIIUBS IN PLAM°IMG Ar,EAS. J. PLANT GROUND:ovrn IN s fRAIGHT ROWS, EVENL y SPACED USING Ti<l/\NGULAR SPtClrlG UNLESS OTHERWISE NOT[D ON PLANS. u. ll•ISTALL 1 · s GeAM FF.[ITILIZEII TABLET WI IH EACH GROUMDCOVER PLANT. f. MOISTEN SOIL BEi=OllG PLANTll'IG. RETAIN SLIGHT DEP[lESSION AROUND EACH PLANT, FltllSH WITH NEAT AMD UMIFORM FlcllSH GRADES. g. flAND WATER IM·~F.DIATGLY AFTER Pl.ANTING. PLANTS SHALL NOT Be ALLOWED TO Dl'I OUT BEFORE, DURING, 011 AFTER IMSTALLATION. CON flNUE TO HAND WATl:R AS REQUIRED FOil ! MOM fH. G, H. I. J, APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS ,. HYDROSEEDING, ' D, C. d. [. GRADING, FINE GRADE AREAS TO BE SEEDED TO A SMOOTH CONTINUAL GRADE, CONFORMING TO THE SPE:CIFIED DIIAINAGE PATTEllNS AND FINISH GRADE:S. REMOVE; ROCKS AND CLODS LARGER THAN 1• IN LAWN AND SHRUB AREAS, AND a· ON SLOPl:S 3,1 AND STEEPER. EQUIPMEtlT, HYDROSEEDER SHALL HAVE A BUil T•IN AGITATIOM SYSTEM ArlD CAPACITY LARGE ENOUGH TO AGITATE, SUSPEND, ArlD HOMOGENEOUSLY BLE:ND A SLURRY CONTAINING ,10 LBS. OF MULCH, AND 8 LBS. or: FrnTILIZER SOLIDS FOil EACH ]OU GALLONS OF WATEII. PREPARATION, FILL TANK TO 1/3 CAPACITY WITH WATER. IN HIE ORDE:R LISTED, ADD FERTILIZER, BltlDER (IF REOUIRGD), SE:ED, THE:N MULCH ro FORM A SLURRY BEFORE TNIK REACHES 3/,i CAPACITY. SLURRY SHALL BE PREPARE:D ON SITE WITH APPLICATION COMMENCING IMMEDIATELY AHER TANK IS FULL. APPUCATION, MOISTl:N SOIL PRIOR TO HYDROSEE:DING. APPLY THE SLURRY ALLOWING WOOD FIBERS ro BUILD ON GACH OHIER UNTIL A UNlt=ORM COAT IS ACHIEVED MID MATERIAL IS SPREAD AT fHE REQUIRED RATE PER ACRE. CLEAN ovrn SPRAY FROM AREAS NOT DeSIGNATED TO RECl:IV[ HYDROSEE:DING. WATERING, MAINTAIN PROPER SOIL MOISTURE LEVEL TO INSURE PROPicR GERMINATION AND PLANT GR0WTH UNTIL THE END OE THE MAINTENANCE PeRIOD. Re•SEEDING, m;.sEED BARE AREAS AS LONG AS NECESSARY TO OIJTAIM FULL PLAtH COVERAGE. EllOSION CONTHOL, PER ACRE, WOOD CELLULOSE FIBER TRIC·C HUMATE PLUS SOIL CONDITIONER COMMERCIAL FERTILIZErl SOIL BINDEll. 2,000 LBS, 700 LBS 300 LBS. 1:.;:o LBS. • BOWEEN THE MONTHS OF NOVEMBER AND MARCH, ADD 120 LBS. PHI ACRE, ECOLOGY CONTROL M·BIMDER (PE:R MANUFACTURE:ll'S RECOMMENDATIONS). i. PRIOR ro THI: ACCEPTANCE or: HYDIIOSl:l:DED AREAS, BY THE: CIT'/ RESIDE:NT ENGINEER, A CERTIFIED REPORT MUST BE SUBMITTED BY A REGISTE:RED LANDSCAPE: ARCHITECT FROM THIS OFFICE, STATIMG THAT HYDROSEEDING WAS DOrlE ACCORDING TO THE PROJECT SPECIFICATIONS, NtD THAT lfS GROWTH IS ADEQUATELY ESTADLISHE:D TO PREVENT EROSION. MULCH: 1. SHRUB AND GROUNDCOVER AREAS SHALL RE:CEIVE 3' OF MULCH, AS SPECIFIE:D UNDER MATERIALS. ACCESSORIES: 1. TREE TIES, WHEN USED AT CONTRACTOR'S DISCR[TION, INSTALL PeR DeTAIL. 2. TRE[ STAKES, WHEN USED AT CONTRACTOR'S DISCRETION, INSTALL PER DETAIL. 1. HIEE TrlUNK P[IOTECTOIIS, INSTALL TO PflOTECT THE LOWEST 4" OF EXPOSED TRUNK. a. GUY WIRES, WHEN USED AT CONrnACTO[l'S DISCRETION, INSTALL PER DETAIL. ,. GUY WIR!, HOSE, WHEN USED AT CONTRACTOR'S DISCRETION, INSTALL PER DETAIL. 6. ESPALIER WIRES, INSTALi. PER DETAIL. 7. ROOT BARRIER, INSTALL Pm MANUFACTURER'S RF.C0t'1M[NDATIONS. MAINTENANCE, 1. MAINTAIN PROJECT FOR A PERIOD OF 2Q CALENDAR DAYS, FOLLOWING THE COl1RECTION AND/OR COMPLETION OF PRE•MAIMTENANCE WALKTHROUGH PUNCH UST ITEMS IDENTIFIED BY THE OWNER'S ReP[lESENTATII/E. MAINTENAMCE PE:RIOD SHALL NOT COMME:NCE UNTIL E:YIDENCE OF OWNER·s REPRESENTATIVE'S SATISFACTION IS [lECEIVED !fl WRITING. 2. MAINTENANCE SHALL INCLUDE BUT NOT BE LIMITED TO TRIMMING, PRUNING, WATERING, FERTILIZATION, WE:ED COtlTROL, CULTIVATION, PEST CONTROL, CLEArl•UP, OPERATION/ADJUSTMENT MID RF.PAIR OF THE IRRIGATION SYSTEM. 3. APPLY COMMERCIAL FERTILIZER AT THE RATE RE:COMMENDED BY 'SOIL AND PLANT LAB', AS REQUIRED TO ESTABLISH THRIVING PLANTS. •. PROTE:CT NE:WLY PLANTED AllEAS rnoM FOOT TRAFFIC, VNIDALISM, THEFT, BUIHIOWING OR GRAZING ANIHALS, NID EROSION. REPAIR AND REPLNIT DAMAGED AREA, REPLACE DEAD, DAMAGED, OR MISSING Pl.ANTS. s. COMPLGTION OF MAINTENANCE PERIOD AND PLAN[ ESTABLISHMENT SHALL BE DSTERMINED BY THE 0Wf1Ell'S RE:Pl,ESGITATIVE, IN WRITING, FOLLOWiclG A FINAL MAIMTEflNICE WALKHUIOUGH. CLJ;AN-UP: 1. UPON COMPLETION OF WOllK IN THIS SECTION, CONTRACTOR SHALi. RE:MOVE ALL llUBBISH, TRASH, AND DEBlllS IIESULTIMG FROM THE OPERATIONS; REMOVE UNUSED EQUIPMENT AND IMPLEMENTS OF SERVICE, LEAi/[ ENTIRE AREA INVOLVED IN A NEAT AND ACCEPTABLE CONDITION SUCH AS TO MEET THE APPROVAL OF THE OWNER'S RE PRES EN f ATIYE:. "AS BU I LT" TITLE EXP. REVIEWED BY: INSPECTOR DATE DATE 11 Jon ·3 kk Flr,t Submiltol ~ 22Morl3 kk SecondSubmittol CITY OF CARL;::3BAD t-0-5-M-o,-14-+--c-kk,---+---T..,.h-i,d7 S_u_b_m_it-to-l --------t-------t------t----i----i PLANNING DIVISION 1-=-::...:.c.=-:+--'=--l----'--'-"-"-==='---------+----J.---1-----t----l SHEETS j3/ :,,. .. ) 23 Apr 14 kk Founh Submittal LANDSCAPE IMPROVF.MeNT PLANS FOR, 05 Moy 14 kk Final Approved ZEPHYR COURT SUEIDIYISION a d11velopm1mt by DAVIDSON COMMUNITIES Lcmd1.c_ape Plcmtin9 Spitt:iffcctlons APPROVED: {"-;;_;,)_ \ f ~, ~l..c:,ir "?, %>-l+ PLANNING Proje:i::l .................... _..,..,. ........ M .... 13.065 Sc,le ••.•.•.•.• -.... --, .. , __ ,,,,,., n/a DA TI INITIAL DESIGNER OF WORK REVISION DESCRIPTION D\'IN BY: PROJECT NO. DRAWING NO. DATE lNlllAL DATE INlllAL CHKD BY: CT 03-06 OTHER APPROVAL CITY APPROVAL RV'/-/D BY: 434-9M "? 0. L..,.--,---,..,.,.,.=-====-c,-=--c==~==-----------------------------------------------------------------------------------------------------------------------------------------------1-1 C: \llf~AWlNG FltES\TITLE S~IEETS\C"LSE.l~IP .DWG 11£'/t':i£1J: 5/15/2012 ! ,· ' I I ,, i () . ' ( . -., ... I ,;,_ ,- ...... . ) ,:1 :· :( 'I' I DECLARATION OF RESPONSIBLE Cl-IARGE: I HEREBY DECLARE TllAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HA VE EXERC'/SED RESPONSIBLE CHARGE OVER THE DESIGN OF 1HIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUS[NESS AND PROFESSIONS CODE AND THAT THE DESIGN JS CONSISTENT WITH CURRENT STANDARDS. ci /UNDERSTANDTHATTHE CHECK OF PROJECT DRAWINGS AND SPECIFICAT/ONSBYTHECITYOFCARLSBAD, OLIVENHAIN MUNICIPAL WATER DISTRICT (OMWD) A.i.'ID SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME; AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. Tl/ESE PLANS /IA VE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PIWTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. BY: RUSS JOHNSTON PHONE NO: 949-276-6500 REG[STRATIONNO: 3229 EXPlRAT/ONDATH: 11-30-14 WATER EFFICLENT LANDSCAPE DECLARATION: 1 AM FAMILIAR \VlTH THE REQUlR.EMENTS FOR LANDSCAPE AND lRRJGATION PLANS CONTAINED IN THE ClTY OF CARLSBAD'S LANDSCAPE MANUAL & \VAI'ER EFFIC LANDSCAPE REGULATWNS. I I/A VE PREPARED THIS PLAN IN COMPLIANCE \VITH THOSE REGULA 'f/ONS AND 'HE L N. SCAPE MANUAL. 1 Cb1t'f/FY THAT THE PLAN /J',;/PLEMENTS THOSE REGULATIONS T OVlDE FICIE 'USE OF WATER. DY: RUSS JOHNSTON 0 J l,·,-,·1· \ • I • ' !'HONE NO: 949-276-6500 "-:_ REGIS11{A'f1ON NO: 3229 EXPIRATION DATE;'}·[·-3 -14 - y y -•·-. ,,--ALLOW A MLNIMUM OF 24" BETWEEN 'V' DITCH AND BACK OF WALL .. •. ;-·. ' '· .; ··-. LOT 5 PLAN J-AC FF=370.17 PE=J69.50 " I t I ~ ... I 369. 44 Fl / '· HP<::: I I APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" A SEPARATE CITY REVIEW AND KEY MAP NTS GRAPHIC SCALE AP PROV AL IS REQUIRED FOR ANY PORTIONS OF TilESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY RCE __ _ EXP,----DATE 20' 0 20' 60' I ra-fi,@w 4 441; , j REVIEWED BY: SCALE: 1" ~ 20' INSPECTOR DA TE t t(::..:X.~::::..::::!C:..::ic:..:X.~::::::::::~,,___---,--.,....,,,------------'L---r----,---r--~---r---.r----~=~~~==-=--==-~-::.=--:;=-=-~-==-=--::,~=-=,-::...__:::.:.:.:.:::...._--1 LU l-05-[5 2 !lf:\IISION 'l'O EN'lT(Y l-~';,-1 ""' ~ CITY OF' CARLSBAD SH3EE3TS S J R l<J11.J:scap,: ard1iHotar<! I <111 ,i pl"""'"!: JI "/26 Rilndw Viejo R.oo1d I S11ite 20 I San Jurm Capistrano, CA 92675 rr,t.'Jl927G 6SQ~ [FAX9!927' 00$ \l"\>'ll".:rjatr, C. C<!/IJ REVISED SHEET INCLUDED AS PART OF REVISION#I '----+---1-'-"'-.___--------------+----t----+---t----t l__1Q_j PLANNING DIVISION :=l=.A=N=='lJ==s=-=c:-.-A;P==E=1=-=,,1==P==n=-=o=-v==E=.;1==E=.N,==r==P==l==,A=N=='s===1°·==o==R===::::....:::====; ZEPHYR COURT SU£JDIVISION A DEVELOPMENT [JY DAVIDSON COMMUNITJES 1----+----t--------------t-----t---t---i-----i 1-AP-PR_o_VE_o_: ~'~--d<_--=-+\-Gr~~=~~\=\_..,=-i'±t:~-- . PLANNING DA TE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DA TE INITlAL DATE INIT!AL 01HER APPROVAL CITY APPROVAL OWN BY: __ _ CHKD BY: __ _ RVWD BY: I DRAWING NO. 434-9M ~-------- PROJECT NO. CT 03-06 L. \ \ ' ' \ ', I . , I \ , .. ' I . ···-... ' .. . ALLOW A MINIMUM OF 24" _-BETWEEN 'V' DITCH AND BACK -OF WALL .. .. . . , I . , .. . L ""' = : ir-J: t~~\ [--. LI J I I : . : r i : :11 I I ' . ' KBYMAP l11nds,:"P" ard,i/ec111.r~ '""" p/<1t111f1Jg 31726 Ram:ho Viejo Roml I Suite ~01 S.u1 fo<ut Cnpisir.mo, Cl\ 9267:i ri;L 91 ~ ?7<i li)OQ P',\X 911 H6 650S ww >1'.1),1 /11c. cuni . ....... .. · . ·• <,\ . NTS REVISED SHEET INCLUDED AS PART OF REVISION#l 1-05-15 . ' GRAPHIC SCALE 20' " -l • ,, A ! 60' J SCALE: 1" = 20' «El'ISIOl'i TO E:i'i'l'l<Y -rr 3 ' , I ,. A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF TIIESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY .. ' Ww 363.61 FL ,,,.v ·1 . GB )~ H L/'o I _D'.J r. ,",,-363. 94 FL./ I" . /-IP APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE ___ _ EXP.---- REVIEWED BY: INSPECTOR CITY OF CARLSBAD ; . PLANNING DIVISION DATE DATE SHEETS 33 ZEPHYR COURT SUBDIVISION UNITIES A DEVELOPMENT BY DAVIDSON COMM ·, E 2 ' "· . . • ----_ ......... -. "---.. -s • • i~ -l !j . m .--.-a ,.,. LEGEND 0 CONCRETE MOW CURll 1/2" -RADIUS EXPOSED EDGES MED. BROOM FINISH COLOR: NATURAL CiREY G) FINISH GRADE G) No. 3 REBAR CONTINUOUS MOW CURB NOTE: PROVIDE SCORE JOINTS AT 5'-0" O.C. AND 3/8" BITUMINOUS FELT EXPANSION JOINT EACH END OR 15' 0.C. IF CURll EXCEEDS 30' r. nDA.\l,IUr, l:'U C"C Tl'T1 C' a.I~ N ca_aa n....... tM:'\.11~ A • '>1\1') C D LEGEND (i) 0 0 0 0 0 4" CMU CAP I" THK. SMOOTH STUCCO FINISH CONCRETE FOOTING COMP ACTED SU BG RADE PER SOILS REPORT F[NISHED GRADE OR SURFACE 6" WIDE CMU, GROUT ALL CELLS SOLID NOTES A. REFER TO STRUCURAL ENGINEER FOR FOOTING AND REINFORCEMENT, SEE DETAIL D, THIS SHEET PERIMETER WALL SCALE: 3/4" = l'-0" ' "' . ' <o 6' HIGH tdliioj WALL SYSTEM SITE WALL SECTION THROUGH WALL BETWEEN CAISSONS ['"--~-1 .... -OPTIONJV.. CAP ~---,- ORC06:'Ita OR {W/t;CMU ~Jr--GROUfE:OONLY@\IERrSTEEL rn #4 VF.RfDrWP-INBAR@40" (d~ 0/C [] ,f,1 ,I #liS[UJG/1'/F r: ~ RE/NFOf<CEMENT@:>l"OC .,,,,,--(J PLAC:E~ • ~ PI.AC:ES} PfiR / r.JBGS!D.21-10.USEfl!i F; e')c SW. mu SWMP HWCK [] I/ -- iN {]QWEL@ ,IQ" 01C L ,,. P,; ~l . I ,. ___ I WML TO SLOPE SETBACK 1 SEE CAISSON Dl;TA/1.. Tl'I=", =1 I I='"'"'-' 1 , IMX. 11-', o' • e #4 HOR:(, CONT_'--.........., DESIGN CRITER!A' FOR 10 MPH W/1'/0@EXP C I. MLOWABLE SOIL BEAR/NO PRESSUl?E = ISOOPSF 2 . .1\J..LOWABLE LATEf?AL PASS/'IE PRESSUriE = 250 PCF 3, GROUT STRENGTH::: 2000PS1@28 DAYS . .,_ REINFORCING S rEEl : GRAOE 40 For~ #4 OARS MO SMALLER s'l GRNJF. QO FOF? #5 NrD LAROEfi 5. SE/SM/IC -ZON!:'4, IOKMFROM ITPEU SOUIICEI. 5. 1500 PSI MASONRY COMPRESSION SfUENOTII. HALF STRESSES USED-NO SPECIAL INSPECTION REQD. NOTES: ,. CONCfiETEEJLOCK Sf/ALL CONFOm.r TO UBC SW. 21-4. ORCO S rD. PRECISION, SPUT FACE, SLUMPED, OH WEDGELOCK BLOCK hMY81::."U$EO 2. CONCRETE FOR FOOTING SHALL BE I PART CEMENT TO 2•fl2 PARTS ~NO TO 3-l/2R\RTS G,'MVEL W/[I/A MAXIMUM OF 1-1/2 GALLONS OF WAffRPER SACK. f'OffTI.ANO CEMENr S!WLCONFO!IM TOAS[M C JS{) TYPE/IN. Fc,,2500PSr J. REINFORCING STEEL Sf/ALL BE Off ORM ED AND CONFORM ro ASTM 1i 515 GRl'DE 40 FOR H.f BAR SANO SMALLER, GRAD£ GU FON #5 .,,,,NO I.AF/GER. PRO'IIDE 40 BAA DtA'JE:fEff l.,lP FOR GRADE 40 REB/IR AND 1/J ~ DIAM HER LAP FOR GRAD£ CO. -t. REB/l.R SHALL BE CENTERED IN THE CONCRETE llLOCK CELL iN WHICH /TIS LOCATED. 5. CONCRETE !JLOCK SI/ALL BE LA'(ED /NA RUNNING BOND PATTERN IV?TH VERTICAl. CONTINUITY OF THE CELLS UNO . 6. AI.LBlOCKCclL CONlf\lNING VERTICAL REBAR SHALL BE SOLID GROUTED. 1. USE OBP TYPES MORTAR PROPO,'?.TIONED USING UBC P\BLE NO. 2/•A I PART CEMENT JO 1/2PARTUME T04-l/2 HlRrs VAMP, LOOSE SAMO. 8. GH.OU rf-DN. CONCIIETE EJLOCK TO BE t PNffCEMENT ro 3 Pl'.RTS SM'D (GROUT MAI' CONTAIN 2 IAATS 31/J" PEA GRAV El IF WB".THER CONDITIONS ARE" FAVOR4BLE NID BLOCK UNOSSTRUGTED (,'ELL SILE IS SUFFICIENT WALLOW GOOD C.ROUffLOW). WAfEf-( SHALL fJE ADDED ro PHO DUCE GOOD GROUf FLOW WI /HOUT SEGREGA.f/ON OF TtiECONS/fUENTS. 9. BLOCK SlEM ~t4Y8EWET·SETl-t/2"1flf0 HIE FOOrJ.''<G W/-1/LE 7HE CONCRETE IS PLASTIC. BLOCK STEM ,\MY DE: PL.ACED TO ErTHER EDGE OF fHE TRENCH TYPE FOOrlNG. 10. FOOT/NO MUST DE POURED ON OR INTO UNDIS TUR8ED NATURAL SOIL OR ON COMF14.CTED FILL WrTf/ .... !.f/NIMUM COMPACTION OFW'Y,. 11. FIRST INSPECnON TO BE AFTER FOOTING TRENCHES ARE READY FOR CONCRETE-"ND ML.REQUIRED STEEL/$ TIED IN PLACE. SECOND !NSPF.CTION TO 8£ Wi'IEfl THE f/EQU/f>ED VERTICAL IS IN PLACE A.NO THE BLOCK W,'.LL IS flE"/\Dl'TO GROUT. f2. MAXIMUM CONTROL JOINT SPACING;,WO/COR 2']' 0/CIF nrE WALL IS TO 8£7 S rucco CONEV. a ~---------(J TOr,',L) '........,'.__~ -"--'~t, c_ ___ __J t 13" coNr I 1 PERIMETER WALL A:l.\:!:l!.'7ii ' 1·111t BLOCK co_ PJgv02 4" 7 FG 21-6 11 2' 6" A PILASTER LEGEND CD LOGO BY OTHERS -LOGO SHALL BE PLACED ON THE SOUTHERN PILASTER ONLY l" THICK SMOOTH STUCCO FINISH -TO END l" ABOVE f.G./f.S. PAlNT EXPOSED CMU TO MATCH STUCCO LEDGER CMU -GROUT ALL CELLS SOLID RElNFORClNG PER STRUCTURAL PERIMETER WALL BEYOND 90% COMPACTED SUB GRADE CONCRETE FOOTING (PER STRUCTURAL) ADJACENT WALL PER PLAN SCALE: 1/2" = l'-0" LEGEND B 1 114" LOW STUCCO WALL NOTE: STUCCO WALLS AND PILASTERS COLOR AND FINISH TO MA1,CH WALLS ALONG THE STREET TO THE SOUTH. 3 6 G) © 0 @ (j) ® ® @ 4" CMU CAP WI l" THK. SMOOTH STUCCO FINISH I" THK. SMOOTH STUCCO FINJSH TO END l" ABOVE F.G. PAINT EXPOSED CMUTOMATCH CONCRETE FOOTING 90% COMPACTED SUBGRADE FINlSHED GRADE OR SUR.FACE NO. 3 CONT. TOP & BOT. -MlN. 2" CLR. NO. 4 VERT. @24" O.C. ALT. BENDS @FOOTlNG -MIN. 2" CLR. 12" WIDE CMU, GROUT ALL CELLS SOLID 4" DIA. SCH. 40 PVC PERFORATED DRAINLINE WI ONE CUBIC FT. DRAlNROCK PER LINEAR FOOT OF WALL-WRAP WI FJLTER FABRIC WATERPROOF MEMBRANE A SEPARATE CITY REVIEW AND APPROVAL JS REQUIRED FOR ANY PORTIONS OF TFLESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY SCALE: I" = l '-0" APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: /:\1 ?:.:::::a::::::::::::::::::::::::::.c:::lC::::::::=::::::::7111-I-0c_SilC"L-:.-:_-:_-:_1--=,i:-_"l~~i~~N_}rc,_~T:_,~TI:~;:::_-:_-:_-:_-:_-:_-:_-:_-:_~-:_-:_-:_-:_-:_i-:_-:_-:_-:_~t_-:_-:_-:_-:_ti~~~~C~i:-_~r;::::;::;:;;~~1 N~s;P;E;c;To~R~::::::::::::::::::=:::::::=.:::::===;~D~A;T;E ;:;;:::;i LU~ 1-05-15 rmVISION TO EN'l'lff (·V';,.1-'; n.~ REVISEDSFIEET ~ CITY OF CARLSBAD SHEETS S J R /r,ud1c·upr <1r,;l,lt~c;/<1re /a,td p/<1nr,/11i; 31726 Rundm Viejo Ruud I Suite 20 l San Juun Cupistm.110, CA 92675 rEl.'I~~ l1' UOO IF,\X H~ iH i.10.i ,.,1,·iv.s/<1/r,c.cc,m INCLUDED AS p ART OF lc----+---+-=..:,-------------+---+---l--+----1 :=Ll.U=8=='--=====P::::L::::A::::NN::::IN=G:::::::::Dl::::Vl::::Sl::::O::::N ====-'==3=· =3~ REVISION#l Li\NLJSCAPC IMPIW\IC"ll::NT PLANS f'O[{: ZEPHYR COURT SUBDIVISION A DEVELOPMENT BY DAVIDSON COMMUNITIES " ;c-00 ~ n ~ __, * . . * I APPROVED: ri::J ~ f::j~~ I· :i?">· 1 ;;;- PLANNING l i/3 . F Cfa.\, ration Date: DATE IN!1lAL DESIGNER OF WORK REVISION DESCRIPTION OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: CT 03-06 434-9M D F CD 0 :=:{[tJ .. i,~t\c .. ~ti ;:::.:~~;:~f:,:-;f.,1 '° FG GLI\NK l" TH!CK SMOOTH STUCCO FINISH --TO END I" ABOVE F.G./F.S. PAINT EXPOSED CMU TO MATCH BLANK CIVIU -GROUT ALL CELLS SOL!D REINFORCING PER STRUCTURAL PERIMETER WALL BEYOND 90% COMPACTED SUB GRADE CONCRETE FOOTING (PER STRUCTURAL) ADJACENT WALL PER PLAN PILASTER@ PERIMETER WALL ENLARGEMENT LEGEND (D 1/4" DRIP TUBE-CONNECT TO ADJ. !RR!GAT!ON WI BUG CAP & (I) 2 GPH EM!'lTER G) POT BASE OR PILASTER (D POT W/ PLANTING -SEE PLANTING PLAN FOR POT SCHEDULE © I 1/2" SCH 40. PVC DRAIN LINE: DAYLIGHT TO PLANTING AREA OR CONNECT TO LANDSCAPE DRAIN (D 2" DP. 3/4" DRAIN ROCK OVER FILER FABRIC @ 2" NDS FLAT DRAIN CAP ([) MORTAR IJASE -SLOPE TO DRAIN G) PLANTING MIX ® STUCCO FINISH PER PLAN POT DRAINAGE AND IRRIGATION C E ORCO STANDARD 6' TO 8 1 CMU SITE WALLS --\----i;;;;;;;;;~---OPITONAL RATC4P 6816, 6616,. OR 6618 CMU r,t-o--GROUTED ONLY@ VERT STEEL 'Y' DROP-IN 8'tR #6 STD JOINT REINFORCEMENT @ 2•r 0/C (3 Pf.ACES -,f PLACES FOR 7' &: 8' WAUS). USE 15 STD. FOR SLUMP BLOCK NOTE: PRWIOE 14 oowa a. ,UOROP-JNeARATEAat SIDE OF CONTROL JOiffTS, EJIOS OF WALLS AND@ WALL HElGHTOWKiES X' OOWEZ.@ CENTER OF CMU. .f-f HORZ. CONT. 2 7,""" DESIGN CRITERLA.: PER. T1-IE 2.013 CIJC J. ld.LOWA8!£ SOil BEMIMG PRE:xiUR£ = .JSW PSF Z. ALLOWABLE LATERAL PASS'.M: PRESSURE"' 150 PO' J. GROUT STRBiGTH = 2000 PS1 @28 OAYS. ,f, REINFORCING STEEL : GRADE 60. 5. 1500 PSI MASONRY COMPRESSION STRENGTH· NO 5/'U. INSPECTTON NOTES: 1. CONCRETE BLOG( SWJ..1. CONFORM TO ASTM C 90. WEDGEI.CXX BLOCK, SWMP BlOCX ANO SPLITFACE BLOCK ARE ACCEPTA!ll.E. 2, CONO?ErEFOR FOOnNGSHALJ. BE 1 PAR.TCEMENTT02·1/2 PAA.TS SANO TDJ-1/2 PARTSQ?AV.:Z. W!THA MAXIMUM OF 1·1/2 GAl.J..OMS OF WA7ER ffR S4CX. PORTl.MD CEMErff SHALL CONFORM TOASTf,fC 150 TYPE WV. F-c"' 25()() PSI 3. REIUFORQNG STEB.. SHAll. BE DEFORMED AND CONFORM TO AS1N A 615 GRADE 60. PROVIDE 48 BAA DIAMETER 1..#. 4. REBAR SH.Al.L BE CENTER£[) 1.N THE ~TE BUJCX CEU. IN YIHIC1f fr IS LOCATED, S. 0:X{CRETEBLOCX stllJ..L BELAYED UiA RUNNING BOND PATTERN WITH VERTJCA.l COtmNUffr OF mE CELJ-5 UNO, 6, ALL BLOCK CELLS CDfiTA!NlNG ~TIOU. REBl!R SHAU BE SOUO GRWTED, 7, USE TYPES MORTAR PROPOR.fTONED LJSINGASTN C 270 PART CEMENT TO 1/2 PARTUME TO 'f-1/2 PAR.TS DAMP, I.OOSESAIVO, 8. GROUT FOR CONCRETE BLOCK PER ASrM C 'f76 TO BE 1 PART CE/1ENT TO 3 PARTS ~D (GR.Ot/T MAY CONTAIN 2 PMTS 3/8~ P,54 GRAVEL IF l~THER CONDmOf'lS ARE FA.VORABlE AND BI.OCX Uf{(J8STR/JCTED CEU. SIZE IS sum a ENT TD ALLOW GOOD GROIJT FLOW), WATER 5HAiL BE ADDED TO PRODUCE GOOD GROOT A.OW WITHOUT 5EGREGA. TION OF THE CotVSJTUENTS. 9, 81.(X}( STEMM4YBE WET·SET 1-Jf2• JNTO 711£ FOOTING WflllE THECONrnEIE JS ~C BI.OCX STEM M-IY BE Pf.ACED TO EITHER EDGE OF THE ·rRENot TYPE FOO rING. 10, FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATUP.ALSOll OR. Ol'i COMPACTED RLL WITH A MINIMUM CDMPAC710N OF !!i'tm. 1 I. FlRST INSPEcnON ro BE AFTER FOOnNG TREJVOfei ARE REM>Y fOR CDr'vCRETE NIO All REQUIRED STEB. IS TIED IN PLACE. SEC.DMD IN5Pff:TIOM TO BE WHE!f mE REQUIRED VERTICAL IS IN PV.CE ANO THE BlOCX rt A.LL IS READY ro r;;Rovr. 12. t-WJMUM c:oNT1?0l )OJNr SPACJl'IG: 40' O/C. 20' O/C FOR WA.LLS TO 8£ MOR r AR WASHED OR srucro COATED. MIN. FOOTTNG DEPTH FOR 7' TO DAYUGHT 1' 7D DAYUGHT SEE CHART FOR REQUIRED REBAR AND FOOTTNG DIMENSIONS. WALi.@ WALL (I l\'AlL~ TOI' JFT,5E71"0( 2 FT. SflMO( 2 TOI 3TOl 2'-4" NOTE: USE 'D' FROM Q-IART NEXT PAGE IF DEEPER DAVIDSON COMMUNITTES ZEPHER COURT SUBDIVISION 6' TO 8' SITE WALL (STRUCTURAL) 30" SQ. . .. . . .. . . . .. . . ~. . ... "' '° LOW STUCCO PILASTER ---------18 ~----<4 B CHART FOR 6' TO 8' SITE WALL W/ TRENCH FOOTING WIND DESIGN SFEED u w U) u t0 0 0.. z >< _w 3: Cl :r: w 0.. w :;: 55 LO I-co U) ci ::::, = "' MAX. 'D' WALL TRENCH 'X" DOWEL 'Y' BAR FOOTING HEIGHT DEPTH 6'-0' 2·-0· #4@ 48' 0/C [0+2·-0· 114 @ 48' 0/C 6'-8" 2'-2" #4@ 40' 0/C ID+2'-0" 114 @ 40" 0/C 7'-4" 2'-3" #4@ 32' 0/C [0+2'-0' #4 @ 32" 0/C 8'-0" 2'-6" #4@ 24' 0/C I D+2'-o· #4 @ 24" 0/C NOTE: FOR 18" LONG BLCXX USE 9" INCREMENT REBAR SPAGNG THAT IS QOSER TOGETHER THAN THE 16" LONG BLOCK SPAGNG. FOR EXAMPLE: 48' 0/C SPACJNG FOR 16' LONG BLOCK REVERTS TO 45" 0/CFOR 18" LONG BLOCK, 40" FOR 16" BLOCK GOES TO 36" O/C FOR 18" BLOCK -ETC. 1-IDOWEl. (IEA.Of~EOF w.J)Q(-o.JTW/ 1-f OOOP-lN 8'!A ... ~w., .• ,, ...... _<'W_ """"~X'H;i<W'-"""'RII" <'W,\J-,U,, M M ro«r. fOOTlNG FOR SII)£'fA/IJJ fl'.RI/R/f WAUS ~ Dl«D/AG: SWAI.E OCOJRES, A 1/1 fICXX M4Y L£FT OUT (ll SWJJ.E G.«DE l'RO'l!D€ ,I'( DOWEl/.11!! 1-f UI.OP-11{ ~ ON EAGI SJDEOF71fE 1(1 IJl.iXX Q'l..l.!N ·i'S 9IOWN. ~I/CM=.• l<1JTTJf .,.,,,_ ;;-.-. .,.._..,.,"°"..,.. r=.u,,-- FOOTING STEP DETAIL DAVIDSON COMMUNITTES ZEPHER COURT SUBDMSION TRENCH FOOTING FOR WALL LEGEND CD I" THK. SMOOTH STUCCO FINISH, I" RAD. ALL CORNERS, TO END I" ABOVE F.G. PAfNT EXPOSED CMUTOMATCI-1 Ci) CONCRETE FOOTING G) 90% COMPACTED SUl:lGRADE 8) F!NISl!ED GRADE (v NO. 3 CONT. HOOP TOP & l:lOT. -IVIIN. 2" CLR. @ NO (j) CM @ 4"C . 4 VERT.@ EACH CORNER -MIN. 2" CLR. U, GROUT ALL CELLS SOLID 'MU CAP NOTE: SEE DETAIL F, THIS SHEET FOR IRRIGATION & DRAINAGE " / A A -- -- 1-05-15 I REVISED SHEET < INCLUDED AS PART OF I REVISION#l < S J R --✓ ~SCAJ>t - -(#! .,,~,, }Offllt1}Y9:: 0192~ Eff. 12:-31-2014 ) / /1 lic:VISIOf'i TO CNT!l\' ,2 /1111<lscap~ ,ird1/t~cJur~ Jund pl~nnil'q;. q~~ -""' cc, 0 ~ ...., * . t C * '")' [I/JU. 0' ,fl'; if-DATE INITIAL A 31726 Rancho Viejo Roat.! I Suit(! 201 Sarr Ju;m Capislr.mo, CA 92675 rca 9-l'J 216 6HO jl'AX ~ l'l .?76 6SUS L►·w "· rjr,/11 ,·. nim $ Op C/\c \'-<r;; DESIGNER OF WORK REVISION DESCRIPTION ration Date: --------~-------------~- NOTE: STUCCO WALLS AND PILASTERS COLOR TO MATCH WALLS ALONG TI-IE STREET TO TI-IE SOUTH. 1 APPROVED FOR IRRIGATlON AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BU I LT" A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL RCE EXP. DATE OF THESE PLANS IS FOR LANDSCAPE REVIEWED BY: PLANTING AND lRRIGATION ONLY INSPECTOR DATE ,-~)? ni::.. urJ CITY OF CARLSBAD SHEETS 33 9 PLANNING DIVISIO~J LANDSCAPE: LIIPIW\ll:Mf;t,ff PLANS FOH: ZEPHYR COURT SUBDIVISION A DEVELOPMENT BY DAVIDSON COMMUNITIES I APPROVED: ,~_;_11 ~ 12\~A I • -Z<$-t.:=;- PLANNING OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: CT 03-06 434-9M I L • '· ( ·-- ( ) '' ( ) ( ' '. I '' '' IRRIGATION LEGEND SYM MFG MODEL NOZZLE GPM ARC PSI RAD PREC COMMENTS 0 HUNTER l'ROS-l2-l'RS30-CV* MP800SR , [ J 90 30 6' .80 SEE NOTES 0 !ILJNTER PROS-12-PRSJ0-CV* MPS00SR .26 180 JO 6' .80 SEE NOTES " flUNTER PROS-12-PRS40-CV* MPS00SR ,17 90 30 8' .80 SEE NOTES ., HUNTER PROS-l2-PRS40-CV* MP800SR .33 [80 30 8' ,80 SEE NOTES <1) HUNTER PROS-12-PRS40-CV* MPS00SR 0.66 360 30 8' . 80 S[oE NOTES 9 HUNTER PROS-l2-PRS40-CV* MP800SR 0.23 90 30 10' .80 SEE NOTES ,. HUNTER PROS-l 2-PRS40-CV* MP800SR .42 180 JO 10' ,80 SEE NOTES ♦ HUNTER PROS-l 2-PRS40-CV* MPS00SR .78 360 30 10' ,80 SEE N(YrES 't HUNTER PROS-l2-l'RS40-CV' MP800SR .28 90 JO 12' .80 SEE NOTES 'Y HUNTER PROS-l2-PRS40-CV* MP800SR .5 180 30 12' .80 SEE NOTES l!( HUNTER l'ROS-l2-l'RS40-CV* MP800SR .98 360 30 12' .80 SEE NOTES NETAFIM TEC!lLlNE CV -TLCV6-12XX INSTALL PER MFG INSTRUCTIONS -3" lJlWlll. INSTALL FLUSH VALVE AT LOW POINT IN SYSTc:M. * NOZZLES SHALL llE HUNTER MP800SK FOR ADDITIONAL INFORMATION SEE SHEETS 9-17 THIS SET ;5.""i;>Sq,,. L: .. ·.· \<-:'; /, .. :. -. :-~'-•~ l . . .,, I . · .. \( ·• :I. :. •, ·.. . ' , ... KEY MAP NTS 20' h .. , ... GRAPHIC SCALE 0 PPP. r • SCALE: 1" = 20' .. ·· ' -. 60' ) •' •• M ··._ · .. . · .. 369.50 TW __-- 366.50 FG A SEPARATE CITY REVIEW AND AP PROV AL IS REQUIRED FOR ANY PORTIONS OF TIIESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY I 365.90 Fl .\ GB 'j, --2Q), J.__J_ J 360. 51 FG LOT 6 PLAN 1-S{i FF=J67.17 !'[=366,50 ;;;; v-- APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. " AS B U I LT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: ".'.:::::X:~CY~C:~~~~::..,,,_---,--,---.-,,,--------------1---,-----,---,----,----r----~IN!_:::Sc:_PE:::;C:'...:Tc'.:O'.c:R _________ ___:D:.:A~T..::E_-1 ill rr 1-05-15 llEVISION TO CN'l'llY ..,___+-----+~2 -----------+---+---+------+------. ur] CITY OF CARLSBAD SHEETS S J R lalld.I<'"P" ,1rcJ1/1ie1~r~ /,rnr/ p/anri/111: J 1726 ft.mdw Vit:jo Road I Suite 201 San Juan Capbtrano, CA 92675 fl:L~l~'.?1G ~500JFAX91~276 G,o, ~ ...... ·.xjui11t•.~um REVISED SHEET INCLUDED AS PART OF REVISION#l -c3 --~ ~ _., * r . * l 1/30 F C1'L ra 10n Date: DA TE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL PLANNING DIVISION 33 ZEPHYR COURT SUBDIVISION A DEVELOPMENT BY DAVIDSON COMMUNITIES I APPROVED: (te.lC\ G+: {::l.t_;,:\t /-'2~. ,;;- PLANNING OWN BY: PROJECT NO. I DRAWING NO. DATE INITIAL CHKD BY: CT 03-06 CITY APPROVAL RVWD BY: 434-9M • I IRR[GATlON LEGEND SYM MFG MODEL NOZZLE GPM ARC PSI RAD !'REC COMMENTS 6 HUNTEL{ PROS-12-PRSJ0-CV* MPS00SR .13 90 JO 6' .80 SEE NOTES 0 HUNTER PROS-12-l'RSJ0-CV* Ml'800SR .26 180 30 6' .80 SEE NOTES " HUNTER PROS-12-PRS40-cv• MP800SR .17 90 30 8' .80 SEE NOTES .. HUNTER PROS-12-PRS40-CV* MPS00SR .33 180 JO 8' .80 SEE NOTES dl HUNTER PROS-l 2-PRS40-CV* Ml'S00SR 0.66 360 JO 8' .80 SEE NOTES ¥ flUNTER PROS-12-PRS40-CV* MP800SR 0.23 90 30 IO' .80 SEE NOTES a HUNTER PROS-12-l'RS40-CY• Ml'800SR .42 180 30 l0' .80 SEE NOTES ♦ HUNTER PROS-l2-PRS40-CY* MPS00SR .78 360 JO 10' .80 SEE NOTES ~ HUNTER l'ROS-12-PRS40-CY' MPS00SR .28 90 JO 12' .80 SEE NOTES \Y HUNTER PROS-12-PRS40-CY* MPS00SR .5 180 30 12' .80 SEE NOTES >!< HUNTER l'ROS-l 2-PRS40-CY* MP800SR .98 360 JO 12' ,80 SEE NOTES -----------NETAFIM TECHLINE CY -TLCY6-12XX INSTALL PER MFG INSTRUCTIONS-3" DEPTH. INSTALL FLUSH V ALYE AT LOW POINT IN SYSTEM. * NOZZLES SHALL BE HUNTER MP801JSR FOR ADDITIONAL INFORMATION SEE SHEETS 9-17 THIS SET -. : ... . - : ' KEYMAP . --· .. , ' . NTS 0 b.; . . .. , . GRAPHIC SCALE 20' 60' • J A :; • j SCALE: 1" = 20' GPY&e :::, .. , .. A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING ABUILDINGPERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY LOT 11 PLAN 1-CB-R FF=364.67 PE=.364.00 LAJ po @I / ;J.63.61 Fl/ . 1 " CB ,,,-- , •,:- \ f'v1 I/ " 363.94 FL / , r /-IP APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE __ _ EXP,----DATE REVIEWED BY: ,C~'.'.::~~'.'.::~~'.'.:::Y::~:::::::Ti-:iis':isT--Ti~"io'c::iii'.z;;-;;;:;-;;:,;-"":;;;:;:;-;:-----.J_--1 --1 --17::-;;,;;:::r:;:;;:::7 r,::::==~~IN~S~P~E~C~T~O~R==========~D~A~T~E:::::::=-1 &U REVISED SHEET t_1--"-o~s-~1s~_t'~~~J::ft~_H""E_'"""_1""'s_·""1o~N~'-r~o~-'""':N_'-"T_1'-'-'·n~· ~~~~~~~~~~~~;~~~J~~~~:~~~J~~~j ~1 _C_I_T_' y-· _0_F_1 _C_A_R_L_S_:E_3_A_D_ SH3E:3rs INCLUDED AS PART OF :=Lil_J==='-====P=LA::::N::::N=:IN:::::G=D=l=Yl:=Sl:::::O::::N ===:::'....'::::==·=! S J R [u11d1cape arclait~"'ur~ land µJa11ni,a,; J 1726 Rnm:ho Viejo RomJ I Suitt: 20 I San Juan Capistnmo, CA 92675 rcl~-1, 216 6500 1rAX ~ 19176 6505 l>"Wh',I}ui11c.cum REVJS[ON#J LANUSCAl't: IMl·'IWVE:,mNT l'LANS f'Ofi: ZEPHYR COURT SUBDl VISION A DEVELOPMENT BY DAVIDSON COMMUNITIES ' 0 ~ ~ ... "" .. -_ -~-.,.-:"~ -; APPROVED: i-------1---+-------------------1-----1----!----1---1 ;':P:=LA::':N=:N::IN:::G====;-;=========:::====='. OWN BY: CHKD BY: __ _ RVWD BY: DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OA TE INITIAL DA 1E INITIAL OTHER APPROVAL CITY APPROVAL PROJECT NO. CT 03-06 DRAWING NO. 434-9M • I] 0 PLANTING LEGEND UOTANICAL NAME COMMON NAME TREES TRlSTANlA CONFERTA lllUSllANE llOX STRELlTZlA NICOLIA G LANT BIRD Of PARADISE SHRUBS PRUNUS CAlWLlNlANA 'll NT' CAROUNA CHERRY EUONYMUS JAl'. MICROl'HYLLA EUONYMUS RAPHIEOLEPIS INDICA 'CLARA' INDIAN HAWTHORN ROSA 'RED CARPET' RED CARPET ROSES GROUNDCOVER MYOPORUM PAR. 'PUTAH CREEK' MYOPOIWM • • SIZE 2411 uox 36" BOX 15 CiAL. 5 GAL. 5 GAL. 5 GAL f.LATS -12" 0.C. PLANT ON ALL SLOPES 6: I OR GREATER PER STANDA[W NOTE #2. NOTE: AlTERNATlVC PLANT MATERJAL TO IJE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PURCHASE OR lNSTALlATION PO'fLEGEND POT MFG MODEL w H PLANT POT WlTH: (QTY) SIZE UNDER PLANT/ COMMENTS l.D. I w l'T-033 30" 2311 AGAVE 'BLUE (I) 5 GAL (10) I GAL. SEDUM flLAME' MORGANIANUM NOTES: W= POTS ARE WEST COAST POTTERY 714-972-1585 QTY. WUCOLS 9 - -- 8 - -- 78 - 44 139 124 AS REQ. SEE SHEETS 24-25 FOR NOTES, SPECIFICATIONS AND DETAILS GRAPHIC SCALE KEY MAP NTS 0 I l BM 20' ..J •• SCALE: 1" c 20' 60' A j A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF TJIESE PLANS REQUIRING A BUILDING PERMIT. CITY AP PROV AL OF TI-IESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS 8 U IL T" RCE___ EXP. ___ _ DATE REVIEWED BY: .c~:::~~:::~~:::~'.:::i!::::::l,:i~~T--n;;:-"'ii'i':;;Tllil;;-:m--;.:i:mi:Y ____ ..1.. __ T __ T __ T'i::;-;::-Zr;::;;:-:"7-;:::=::--:-~=IN=S=P=E=C=TO=R=::::::::::::=:=:::::==:::===~D~A~TE~~~ &u REVISED SHEET i-os-15 iicv1s10N To ,:Nn1Y ,.z~.1:;; ~ ~2 ClTY OF CARLSBAD sHEETs INCLUDED AS PART OF ~----l--+-'-''-'----------------+----+---t------t-----i LE_j PLANNING DIVISION 3 3 S J R /<.111J1,;<1p<! arcl,itttc·l"r~ l<Jnd pfonnini: 31726 Rancho Viejo Roat.I I Suite 20 I Sau Juan Cupistnum, CA .92675 T~L?i?2H ~:iou IFt\X~191.H 6H5 in,• lf, ~j<1 {""• CQ/ll '1-----+---t--------------------t----t----ii------1------i REVISION #I L.ANOSCA[JE: l!IPIWVE~IE:NT PLANS f'O[i: ZEPHYR COURT SUBDIVISION A DEVELOPMENT BY DAVIDSON COMMUNITIES I APPROVED: f~.k\ 0 Hl_.;tr \· '2~-~ PLANNING 1/30 lG Op Ci-.\.. ra ion Date: DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: CT 03-06 434-9M OTHER APPROVAL CITY APPROVAL RVWD BY: • I] 0 ·1_1 >~: I PLANTING LEGEND UOTANICAL NAME COMMON NAME SIZE TREI<:S TRISTANIA CONFERTA fl!USBANE BOX 24" BOX STlUiLITZIA NICOLIA GIANT BIRD OF PARADISE 36" BOX SHRUBS PRUNUS CAROLINIANA 'B NT CAROLINA CHERRY 15 GAL. EUONYMUS JAP. MICROPHYLLA EUONYMUS 5 GAL. RAPHIEOLEl'IS INDICA 'CLARA' INDIAN HAWTHORN 5 UAL. ROSA 'RED CAR.PET RED CARPET ROSES 5 GAL GROUNDCOVER MYOPORUM PAR. 'PUTAI t CREEK' MYOPORUM FLATS -12" O.C. PLANT ON ALL SLOPES 6: I OK GIWATEK PER STANDARD NOTE /12. NOTE: ALTERNATIVE Pl.ANT MATERIAL TO BE Al'PROVEIJ BY LANDSCAPE ARCH[ rnc r PRIOR TO PURCHASE OR INSTALLATION POT LEGEND POT MFG MODEL w H PLANT POT WITH: (QTY) SIZE UNDER PLANT/ COMMENTS 1.0, I w PT -033 30" 23" AGAVE 'IJLUE (I) 5 GAL (10) I GAL. SEDUM FLAME' MORGANIANUM NOTES: W= POTS ARE WEST COAST POn"EKY 714-972-1585 QTY. WUCOLS 9 - -- 8 - -- 78 - 44 139 124 AS REQ. SEE SHEETS 24-25 FOR NOTES, SPECIFICATIONS AND DETAILS .... I .. -· .. .,, ... -1 KEYMAP N~ /111tdJc<1pe ,uch/iec11ue f,,,,,1 p/,11rnI11~ 31726 Rancl10 Viejo Road I Suite 20 ! Srm Ju<1n C<1pistrano, CA 92675 TEL H'J 116 6500 [E'AX 111 H¢ 6SO} 11·w,1·. Ij<Jfll C. C ~Ill ;j ~ ;;I -a * SI . . * ! 1/3.' 6 F Cf\\, ra 10n Dote: I I 20' 0 I .. ., J DATE INITIAL GRAPHIC SCALE 20' . , .. SCALE: 1" = 20' ' I ' ' I 60' • j DESIGNER OF WORK REVISION DESCRIPTION -... . . , ... ·-. I 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 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE ___ EXP, ___ _ DATE REVIEWED BY: ZEPHYR COURT SUllDIVISION A DEVl'.LOl'MENT BY DAVIDSON COMMUNITIES I APPROVED: l~flVJ 4-:t:t'v £'Ji I ·~",,-I--, PLANNING OWN BY: PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: CT 03-06 OTHER APPROVAL CITY APPROVAL RVWD BY: 434-9M ' 0 <l'. 0 0:: .....J -<l'. a ~ u <i: <::, ',) .....J .,. co ~ I I &&1-tstea ms s I I _J T T T iii ,1€ ;; k# ill I SEE NEW SHEET33 FOR REVISION TO THIS AREA RP ;; • • Bij l'i ' " Ai ~ r.- LOT 13 I LAN 2-CB-R FFE •374,67 GF • 373,17 PAD•374.00 " INTEGRATION /4· •;;,/:r ~ 1·miw.,f.; ,·' ...... 7(1;~,2l· ~~ .t . , ,t/. {i DI;SIGN STUDIO LANDSCAPE ARCHITECTS 5835 Avenida l:;ncinas, Suite 121 Carlsbad, CA 92008.4430 I 760.602.0144 f 760,602.0388 -, t-1\DSCA,o~ ';J '--1,?. ~v.; ..,.,\,J,..Oco,,,i..,.... ~ ~ o/Q ~ t,j, ¾.&~" ~ ·!.' ~ ll~nl\~'h 30 Nov 15 ~•••I'¼* 1( sr1' 14 tP .. • ~"t; -tr~ '<o~ Of c1,\.I Project. .......................... , ....... ,,. ...... ,, 13,o65 Sca!e .......... ., ... _,._.,.,_,,., .. _,..,. __ .,.,, 1•. 20' C"';l 0... V) .....J I--Lil Lil :I I V) Lil Lil V) Lil z .....J :I u 1--<i: ~ 11 Jon ll 22 Mor13 os Mari4 23Aprl4 05 Moyl4 1-05-15 DATE kk kk kk kk kk INITIAL APPROVi:;D FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRi:;cIsi:; LOCATION OF PLANTING ARE:;AS SHRUa LE:;GEND SYMBOL SIZE 8 l Gal.@ 6' 0.C. la%@ l Gal,@ 18' O.C. © 1 Gal,@ 3' O.C. @) 5 Gal.@ 5' O.C. © l Gal.@ 3' O.C. 0 l Gal.@ 8' O,C, 0 I Gal.@ 8' O.C. @ 1 Gal.@ 4' O.C. @ l Gal.@ 3' 0,C, ~~,~o~sl I Gal.@ 12" O.C. 0 1 Gal.@ 8' O,C, @ 1 Gal.@ 5' O,C. @) 1 Gal.@ 4' O.C, © 1 Gal.@ 24' O.C. @ 5 Gal.@ 5' 0,C. e 5 Gal,@ 5' 0,C, (@) 5 Gal.@ 5' o,c. @) 5 Gal.@ 36' O.C. 0 1 Gal.@ 10' 0,C, @ 5 Gal.@ 4' o.c. ® 5 Gal.@ 3' O.C. 0 1 Gal.@ 8' o.c. E:l . Flot,@ 12' 0,C. <D 1 Gal.@ 24' o,c, @ 5 Gal.@ 4' 0.C. 0 5 Gal.@ 36' O,C. NOTicS, QTY. 15 31 37 63 22 50 58 28 31 59 24 18 128 II 53 26 BOTANICAL NAME COMMON NAME Bacchorl1 pllularl1 Dwarf Coyote Bni,h Colondrinlo 1pectabi111tt Jazz T{me Jade Calandrlnlu 1pactabtlt1tt Jazz. Time Jade Calllandra haf:lmatocophola Pink Powder Puff Carl'-!a macrocarpa 'Graen Carpet' Prootrata Natal Plum Ceanothu, gri,eu11 horizontalhi 'Yankee Poinl' No Cornman Name Ceanathu1 verruco.!lut. Wartyatem Caanothu, Cistus .x hybridu1 (x. ccrbarlcn,ls) Whito Rock Rose Cistu1 'Sunu1l' Rock Roea 1-lomerocolll, hybrid, 'Yellow' Doy Lily Hliiltoromeles arbutlfolic Toyon Lontcna monte't'iden,ls Lantana Lantana 'New Gold' Lantana Ponniaotum ma.noicum No Common Noma PJtto1porum tobiro Japone1e Tobira Pllto1porum tobira 'Vortegata' Variegated Japanas.a Toblra Rhaphlolopl1 'Moje,Uc Beauty' No Common Namo Ahoph[otepl1 umbeltoto minor 'Gulf Green' No Common Nome Rhus lnte9rifolto Lomonode Berry Raia 'Lavender Dream' Rose Aoaa 'Red Spread' Rase Salvio clevelondil Cleveland Sage Sonlclo mandroli1cae 'B!ua Cholk Stlck1"++ No Common Nome Seslerla outumnalis Autumn D~r Gra,., Tacoma 'Sierra Aprk:ot' No Common Noma Ta coma 'Sierra Apr!c;ot' No Common Nome 1. ALL PLANT MATERIAL DESIGNATED WITl-l (tt) SHALL 6E PLANTED WITl-l CACTUS AND SUCCULENT BACK FILL MIX (SEE PLANTING SPECIFICATIONS) 2 3, 4. tmi ARicAS PLANTED IN MODEL I-JOME PHASE (TO REMAIN). SicE MODEL I-JOME PLANTING PLANS, SEE SHEET LP-4 FOR SLOPE PLANTING REQUIREMENTS SEE SHEET LP-4 FOR FIRE PROTECTION REQUIREMENTS SEE S1-lEITS LC-:1, Ll·<I. LTP-<1, & LSP-3 KE:;VMAP REMARKS SEE SHEETS SPECIFICATIONS (1-l~ X Width) 6"x.8" 16'x 12' 4'x8' lO'x 10' B'x B' 12'x 6' lO'x B' 8'x8' 12'x 6' l6'x 12' 16"x 12" 16'x 12' 16'x 12' lO'x 8' lO'x 8' B'x 12' a·~ a· 4"x8" IO"x 8" 16'x 12' l6'x 12' LC-1, Ll-1, LTP-1, I',, LSP-1 SEE Sl-lEITS LC-2, Ll-2, L TP-2, & LSP-2 "AS BUil T" 83 TITLE EXP. 'DATE REVIEWED BY: 0 10 20 40 INSPECTOR DATE NTS f'lrst Svbmittol ~ Second Submittal CITY OF CARLSBAD SHEETS . ··-I Third Submittal 3 PLANNING DI VISION .33, '· .... J Fovrth Svbmlttal LANDSCAPE IMPROVEM~NT PlANS FOR, • Fino\ Approvad ZEPHYR COURT sua □tVISION .11\ REV TO ENTRY l·~L.:; r<~ a d111velopmf!nt by DAVIDSON COMMUNITIES Land1capo Shrub Plontlng Plan I APPROVED: rt~d',\ l1, Bi~.c'tr i;:. ~ . 1--r I PLANNING DWN BY: PROJECT NO. DRAWING NO. DA TE: INITIAL DATE: INITIAL CHKD BY: I<) l'f\'l'/f.l NTE:;GRA TION-DE:;SIGN.com DESIGNER OF V/ORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT03-06 434-9M d. 'cc::,;\p,orV<Aii:•10n11N;:'CFF1LILE'.ES;\\jiTllllL£ECS:i'.iHaEE:tlS~\JcccLSSBB=i-1ie'P.:iio•w,11c;RR~E'«~s3EEii:o,"'s,5/ijl5,5/122jyOJii2---------------------------------------------------------------------------==========================:::=====:::::=============:::======::::=====:::'.:========================::J'.:J