Loading...
HomeMy WebLinkAboutDWG 414-5L; CT 02-27; LA COSTA FAIRWAYS; 01-07GENERAL NOTES 1. SLOPE PLANTING STANDARDS Slopes requiring erosion control measures as specified herein shall be treated with one or more of the following planting standards: a. Standard #1 • COVER CROP/JUTE MESH Cover crop shall be a seed mix typically made up of quick germinating and fast covering grasses, clovers, and/or wildflowers. Submit the specific seed mix for City approval prior to application. The cover crop shall be applied at a rate and manner sufficient to provide 90% coverage within thirty (30) days. Type of jute mesh shall be as approved by the City and staked to the slope as recommended by the manufacturer. Jute mesh shall be required when planting occurs between August 15th and April 15th. During the remainder of the year, the cover crop and/or jute mesh may be used. b. Standard #2 -GROUND COVER One hundred (100%) percent of the area shall be planted with a ground cover known to have excellent soil binding characteristics (planted from a minimum size of flatted material and spaced to provide full coverage within one year). c. Standard #3 -LOW SHRUBS Low spreading woody shrubs (planted a minimum of 2 ¾" liners) shall cover a minimum of suventy (70%) percent of the slope face (at mature size). d. Standard #4 -TREES AND/OR LARGE SHRUBS Trees and/or large shrubs shall be (planted from a minimum of 1 gallon containers) at a minimum rate of one (1) plant per two hundred square feet. 2. AREAS OF APPLICATION (PLANTING) a. Slopes•· 6:1 or steeper and: 1. 3 feet or less in vertical height and are adjacent to public walks or streets require at minimum Standard #1 (cover crop and juted). 2. 4 feet to 8 feet in vertical height require Standards #1, #2, and #3. 3. In excess of 8 feet in vertical height require Standards #1, #2, #3, and #4. 3. SLOPE REVEGETATION/EROSION CONTROL a. Construction Schedule 1. Prior to start of grading, the applicant or applicant's agent shall obtain City approval of a construction schedule and/or exhibit outlining the timing of the slope planting and irrigation. 2. Special consideration shall be given to water and electrical services. 3. Irrigation and planting shall take place as grading progresses. 4. The schedule shall show timing of construction of free standing, retaining and crib walls immediately after rough grading at each location is achieved. 4. LETTER OF CERTIFICATION (INSTALLATION) The licensed designer of record for all the projects requiring landscape plans shall submit a letter to the City staling that the project has been installed in substantial conformance with the approved plans and specifications. a. Prior to granting a Permit of Occupancy on private developments or, b. Prior to approval of City of work done on public property that will be maintained by City forces and prior to required maintenance period as described in Section B.3-1. 5. LETTER OF CERTIFICATION (RELEASE OF BONDS) a. Prior to release of bonds, the licensed designer of record on the project shall submit a letter to the City Engineer certifying that he or she has inspected the work and that the project complies with the following conditions: 1. Has been maintained in substantial conformance. 2. Is growing in a healthy and thriving condition. 3. All plantings required under section IV.a of this manual have been established as an effective surface erosion control. 4. There is no evidence of excessive runoff from the Irrigation system causing a soil erosion problem. 6. AS BUILTS a. As-buills for all projects (bonded and non-bonded, public and private) are required to be submitted. Submittal of as-built plans shall be as required by the Engineering and Planning Departments. b. Final as-built plans shall be drafted clearly to the satisfaction of the City, and the original mylars shall be submitted to the City for their keeping. 7. All building pad and street areas that are graded and remain vacant or undeveloped for a period of more than 6 months after the grading operation is completed shall be seeded to reduce erosion and visual impacts. If grading is phased, the six month time period shall start at the completion of each individual grading phase. 8. All unpaved areas shall be revegetated according to the approved landscape plans as as soon as possible after grading. 9. To reduce the visual impacts of manufactured slopes and roadway cuts, all cut and fill slopes shall be landform-graded, contoured, and heavily screened by landscaping. All planted slopes shall be watered with a complete irrigation system using low precipitation-rate sprinkler heads to stabilize exposed slopes and curtail visual impacts associated with possible erosion. 10. A soils report shall be prepared by a City approved laboratory. Soils testing for agricultural suitability shall be accomplished al the conclusion of rough grading and submitted and approved by the City. Contact the Landscape Architect (760-722-1924) for a copy of the soils analysis prior to beginning work. LANDSCAPE IMPROVEMENT DRAWINGS FOR: LA COSTA FAIR AYS CARLSBAD, CALIFORNIA GENERAL NOTES 1 . AD construction and Installation of landscape items are subject to requirements of the City of Carlsbad Landscape Manual. The contractor must notify the city (760-815-6708) 48 hours (2 working days) prior to starting construction. 2. The Landscape Contractor is responsible for obtaining all permits necessary for installation prior to beginning work. This Includes all building permits prior to commencing wall construction. 3. The Contractor Is responsible for knowing all site conditions and all underground utilities, pipes and structures, and shall take sole responsibility for replacement costs incurred due to damage during construction. 4. The Landscape or Irrigation Contractor is to verify existing PSI at the job site prior to installing the landscape irrigation system. Discrepancies between the design pressures shown on the plan and existing static pressures shall be reported to the project Landscape Architect (760-722-1924). 5. The Contractor shall not willfully proceed with construction when ii is obvious that discrepancies exist between this plan and actual site conditions, and assumes responsibility that any discrepancies are brought to the attention of the owner's representative. The Contractor shall bear the cost of necessary revisions due to failure to give such notification, and no change in contract price will be allowed for actual or claimed discrepancy between existing conditions and those shown on plan. 6. 48 hours (2 working days), prior to beginning construction, the Contractor's on-site supervisor shall meet with the owner's representative for a pre-construction site meeting. During construction, the owner's representative shall be available for site consultation. In case of any questions, the Contractor shall notify the owner's representative for cleriflcation. Any work not meeting the approval of the Owner or his representative shall be corrected at the Contractor's expense. 7. All property and lot lines shall be verified and marked in an obvious manner prior to construction. 8. All reduced pressure backflow preventors and pressure vacuum breaker assemblies shall be tested by a City approved certified tester after installation, relocation, or repairs. The Developer/Owner is responsible for supplying a copy of the test results to the City Public Works Department. 9. Approved landscape plans and specifications, and the City of Carlsbad Landscape Manual shall be at the job site location at all times. 10. Turfed areas shall have a maximum design slope of 4:1. Ground cover areas shall have a maximum design slope of 2: 1. 11. All graffiti shall be removed within 24 hours of occurrence. 12. For details not referenced or shown on these plans, please refer to manufacturer's specifications for installation. 13. All engineering Information on these plans are for reference only. / / I / / l ; ," I I I I I I I I I , I I I I I I I I I I I I I I I I SHEET INDEX TITLE SHEET 1 IRRIGATION PLAN & NOTES 2 IRRIGATION DETAILS 3 IRRIGATION DETAILS 4 PLANTING PLAN & NOTES 5 PLANTING DETAILS 8 SPECIFICATIONS 7 OWNER / DEVELOPER Par Development 427 C Sh aet &Me 300 San Diego ,Callfornla 92101 (619) 698-0596 --~~~,~ I --,;;~~:..---L~,~-~-~-~\=--~·, --~\ =·,-~=-..:..--=-~\ ::--:-\,< _:..=----------= LANDSCAPE ARCHITECT The Lightfoot Planning Group 702 Civic Center Drive I hereby declare that I am the licensed designer of work for this project, that I have exercised responsible charge over the design of the project as defined In section 6703 of the business and professions code, and that the design is consistent with current standards. I understand that the check of project drawings and specifications by the City of Carlsbad is confined to review only and does not relieve me, as the licensed designer 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 ' \ LA C06TA AVE. SCALE: 1' • 312>' 0 related to landsca i VICINITY MAF I es . T ylor he Liidhtfoot Planning Group THf LIGHTfOOT PlANNING GROUP PLANNING Project &lte between 2320 and 2348 La Costa Ave. 702 CIVIC CENTER DRIVE OCEANSIDl CA 92054 (760)722-1924 fAX:(760) 722-1924 SITE DESIGN LANDSCAPE ARCHITECTURE --..,_ Costa Ave. I NOT TO SCALE DESIGNED BY: LO DATE: 6/3/04 DRAWN BY:__,..,__ __ SCALE: AS INDICATED ,~~, PROJECT MGR.· JT JOB NO.: 930.011 F WORK: DATE: RL.A.: 2961 Oceanside, Callfornla 92064 (780) 722-1924 CIVIL ENGINEER O'Day Consultants 2710 Loker Av8'1.18 West Suite 100 Carlsbad, Callfornla 92008 (760) 931-7700 NGINEER'S IGNATURE REQUIRED ON PAGE 1 ONLY PRO~ Co·lq·D4 DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. II AS BUIL T 11 TITLE _______ _ DATE REV!Ew'ED BY, INSPECTOR DATE l---+----1-----------+---l---+--+---1 I SHE1ETI CITY OF CARLSBAD ISH~ETSI :==='...====P:::LA:::N::N::IN::G:::::D:::E::P::AR::T::M:::E::N::T===:'..':::==~ t-----it----t----------------+----l--+---1---1 DATE INITIAL DATE INITIAL DATE INITIAL ENGINFFR OF WORK REVISION DESCRIPTION OTHER APPROVAl CITY APPROVAL TILTLE SHEET FOH: LA COSTA FAIRWAYS (LA COSTA FAIRWA rs CONOOMINIIJMS) ~'.l:l.....,o~!1,l_ ______ G;-/UJ(I ASSISTANT PLANNING DIRECTOR OWN BY: ~L=D __ CHKD BY: ~JT~- RVWO BY, JT PROJECT NO. CT 02-27 DATE DRAWING NO. 414-SL ............ C) ~ ~ IRRIGATION NOTES 1. This irrigation design is diagrammatic. AU piping, valves, and all other irrigation devices shown within paved areas are for design clarification only and shall be installed in planting areas wherever possible. All irrigation wort shall ha instaUed to avoid any conflicts between the irrigation system, planting material and other architectural features. 2. Do not willfully install tha sprinklor system as shown on tha drawings when it is obvious In the field lhilt obstructions, grade differences or differences in area dimensions exist that may not hava beon considered in the engineering of the site. Such obstructions or differences should be brought to the attention of the owner's authorized representative. In th& event this notification is not perfonned, the irrigation contractor shall take lull responsibility for any revisions necesSlll'f. 3. It is the responsibility of tile Irrigation Contractor to familiarize himself with the landscape improvament plans, including all grade differences. tha location of walls, retaining walls, paving and similar structures. He shall coordinate his wort with tha general contractor and all other sub-contractors for the location and the installation of pipe sleeves through wans, under roadways, palling, structures. and all other hardscape areas. 4. Due to the scale of these drawings, it is not possible to indicate all offsets, fittings, sleeves, and other items which may be required. The contractor shal carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly furnishing such fittings, and material, 111 may be required to meat such conditions. These drawings are diagrammatic and indicative of the work to be installed. 5. Each controller shall hava its own independent ground wire .. 6. The Electrical Contractor is to supply 120 volt a.c. (2:5 amp) service to the colllroDer location. The Irrigation Contractor is to make the_filll!I connection from the electrical location to Iha controller. 7. Splicing of 24 volt wires wiH not be permitted except in valve boxes. Leave a 24• coil of excess wire et each splice and at 100 feet on center along wire run. Tape wire in bundles at 10 feet on center. No splicing is permitted inside sleeves. 8. The irrigation system design is based on a minimum operating pressure crf 30 psi. The llligatlon Contractor shaH verify the static water pressure (PSI) prior to construction and report any difference between the water pressure indicated on the drawin111 and the actual pressure madlng at the Irrigation point of connection to the owner's authorized representative and the Project Landscape Architect. 9. All irrigation equipment is to ba installed in accordance with Iha standards and specifications of the ~ of Carlsbad Landscape Manual. 10. The Irrigation Contractor shaH notify all the local jurisdictions for inspection and tasting al the Installed backflow prevention device and pressure mainlines. Test mains for 4 hours @ 125 PSI and obtain City Inspectors' approval of test prior to backfilling trenchaa. 11. Install a spare control wire of a different color along the entire main Ona. Loop 36" excess wire into each single valve box and into one valve box in each group of valves. 12. lnstaH valve boxes 12" from and perpendicular to walk. cum, walls. fences or other landscape feature. At multiple valve box groups. each box shaft be an equal distance from the walk. curb, lawn, or planting area, and all boxes shall be 6" apart. The short side of the valve box shafl be parallel to walk. curb, walls, fences, etc. 13. Al spray heads & drip emitters are to be installed a minimum of 12" from fences, walls, or structures. 14. AU irrigation heads within 10' crf any path, walk. or pedestrian areas shall be pop-up: 6" or 12" pop-up headt in ground cover araas and 4' pop-up height in turf areas. 15. All sprinkler heads shall be set perpendicular to the finish grade of the area to be irrigated unless otherwise designated on the plans. 16. Sprinklers where low head drainage occurs shal be fitted with a King Bros. Cv series check valve or 'equal in Heu al schedule 80 coupling. 17. The Irrigation Contractor shaU flush and adjust all sprinkler heads for optimum perfonnance and to prevent overspray onto walks, roadways and/or buildings as much as possible. Thia shall include but not be limited to: selecting the best degree of arc to lit the existing site conditions, the inclusion of pressure compensating fittings or flow reduction screens, throttling the flow control at each valve to obtain the optimum operating pressure, and coverage for each system. 18. The Irrigation Contractor shaH instaH all irrigation lines and controller wires in sleeving that pass undar paving. For clarity. all sleeving is not shown on this plan. Sleeving shaH be as follows: Main, wiring.and laterals under vehicle paving shall be installed In separate PVC sch.BO sleeves with 30'' cover, Main and wiring under pedestrian paving shall be instaffed in separllte PVC sch.4D sleeves with 18" cover, Laterals under pedestrian paving shaU be instaBed In separate PVC sch.4D sleeves with 12• cover. Sleeves shall be 2X pipe size diameter, end extend 12' minimum past hardscape. , 19. To use quick coupling valves when master valve is closed: wire lhe master valve to an unassigned controller station and manuallv start the station for Iha required time period. II no station is available, manually bleed the master valve ID oparate the quick coupler. 2D. Install all irrigation lines below (perpendicular) to brow ditches. 21. If static pressure is 80 PSI or greater, install pressure regulator Bl POC. 22. Contractor shall provide and install mylar/metalic pipe detection tape over aft irrigation mainnne and sleeve crossings installed within the public right-of way. 23. The landscape contractor shal provide material submittals, catalog cut sheets, shop drawings or samples of all matarial, equipment and assemblies used to complete the contract Submit three (31 copiel for landscape architect review prior ta installation. NOT!£: p ELA LJ '1 . , 0 0 CJ 0 / . - F·DK.. TH-IS. Ptc-C'l~f;..~-r AND. /Hlt:,/LE.,'F"trr?.€,. D£)£S. t\..Jt"Jr- f=t5.SLJ.rril'i:.. 'R.fLS'PoN".!.l1°atL.1rt.l ~c,(.. Z.N'!;.T'1~L-~-TION.!. a,/2., A-L<..,u R A C:..1./ l) F TH,;_ 0,,, ,t, rt r\J 5 10 ,,. .,: {''R.('1.hC,lC; F,:;,,2 TH£. 1·f'Z,·fo c,A-,-ir... D R.f-\1,()Jl.l,,... .S • T!+IF.-P L.>'\w .s. Wli R r!... R fl.rJ nn,.;,;c, ~ O I(_ Arr-Ro ?1?, AT t:.. Dr I{)~.,, s , r,, 11111T1 t.-~F :re F<.., r;;,+,1,,,. m,nP ,,,.1,,,, CIVL ✓ THE LIGHTFOOT PlANNING GROUP PLANNING I , .· mn1u I Li Nii...: I 9 /~ED/I\ BIDL, a CL of C..IH(../.J I I / - j w ____ ! - PQ:A MEl!RLOCATION, Ml:l!R E!l..&ATIONo METEltSIZ!, l5ACl<:l'I.~ ~ &IZE, &TATIC F&J, l'REeeu!llf Jll!Cil.ATClfl! eeT AT, IIO!li.6T CAM! \14.YE Cl~T, IE&IPIIAL P&I, \ £,,;5 ii'./ lit Ill> A-II ••1'61 702 CIVIC CENTER DRIVE OCEANSIDE, CA 92054 (760)722-1924 FAX:(760) 433-7511 SITE DESIGN LANDSCAPE ARCHITECTURE 0 0 0 ;:i__, g ,, ffu"' coiNff or-/3lO/;,- 5Df:.-E.. / IN G-~Ul\{ D VP..tA_L-l \ ' ~ . ~-n I' r 12.s a BLDG.6 ., •, -,· . ' '-., _·• • , I{-tJ ~£ .. • ~, , , I _(Dfr ·. :_:::::: .-:::::::" -~ . . ... ' ... ' .. -.... -' ........ ' .. ~,1~ ........ " .. -. .... -..... ' -. --" . -... . , ' .; ,: . . ' . ., • I ' ' ' . ' .. ' ' j ' . . :'. I' • I • I • I • I • I I • Wltti/1./ L1NtZ: JO., f~-120111 ,3e. ~.,..., ~ 1 II/ 1Zl!,f'i L y A-1'.J), c_ l. Of 11...Ti..A /Z. ¥14-//.D --'l,.._=5.=· 6--<.zN D .. I:,: L 1..L c,o rJ [)t.<. a- < /,!'/ I-ill/( W/ p.i/.orr fo✓V'( ;,VJJ..!,L t'Jf ,;,;J.ii&' •. ----J.f/ .....:a.. r\ ' D 0 ; s ,1 ; F ,, -+- ' --- 1~16ATION EQUIPMENT LEGF.:NP I DETAIL No/ VALVE&. CONTROL&, f MISC. EQUIPMENT SlffTt-b. SYM MANUFAC~ I MODEL I DESCRIPTION [6) Yi.'o 'll:R HE'Tl:l( I' ~I~ LI~ ~ TO CIVIL PI.AN5 a/ L-3 .. NILKIMS RI" ~"15 )CL I' eAC,t:;Fi,.ON mvam:R W 1'1.',1TS rmMI 6ROKZI: JIM: SlAAINat • l1IJ.II a/L-3 00 NILKINS !lOO Hit SEltlE':9 ~ IIES!lATOI' ffl AT &o f'5I) H/L-3 H HAMMON!) 606 $ERIES ISOLATION GATI:! VALVIH.ll>l: 51ZE. IN5fA!-J IN q• ~ VAL VE EIOX--llRAJ,O LID '6V' 6/L-3 @ t<.INSeRo5.6'NSEl'tle a,.u, VAL VF. SIZE TO MANIFOI.O. INSTALL IN q• P.OIJN1' VALVE f!OX-6/IAHO LID 'S\I' CJ L-3 0 ~ISNOl..1' 2000 SERl!:5 O'J MASTl:l'I VALVE--NO!IMALI.Y c;l.09EP, IH&TAI.I IN q• ROIMI:) VALVE eox~HO LID 'K'I" P/ L-3 ~ DATA 1~11'{1AL IR-200!' SERl!:5 Pv'c; FL.ON~➔• SIZE 116TAl.1. IM q• F10JNP VALVE BOX-i:!AAHO LID '1'5' F/L·3 0 AAIN!:11~~ !l/4' Cil/lC,I<, ~ VAL"W. 1115TAl.1. Ill q• FIO!M1' VALVE OOx-eRAHO LID 'G'K,' El L-3 s AAINBIRD f'ES8 SERIES F1EMOTE COKJROL.. TM VALVE NIT!! V,',1.VE STATIOll ~ t'IC5 IIYDR05A~ CGIMl"LEIE AIITOMA ~ GOIITROU.IJl WET • MIN NL-3 [t] ETIC--~~ F5, AAI~ ~ INSTALL IN !oTAIHLESe ENGLOSUfiE SPRINKLER HEADS 5"l'M:!cll.S MANUFACMER / MODEL I l'odhnl Gf'M • AT 50 PSI Pl:5CRIPTI01 , .. '" ~~]ii,ol{, ~Pl 0 e (i) • AAl,lli!D l&oo-5AM-1$ m 15' S.1 I -~ 2.!I ff.AT NI F T '° VAH-f'tS No. >6 MoT1:D A,B/ 'if • AAllelli!D laoo-5.'IM-12 51:Rll:5 12' 2.6 ,., 65 1.1!1 ~'( L-4 7 .,, 'fl/ F, H, T, ia, '/AIH'l,5 NOZZLe >6 ""11:1) A.6/ □ 8 Ii • RADelli!D ~-JO~ 10' l.!50.11 ~ .511 ID '!l'AAY L-4 l'I' P, H, T, ia, V 5 NO IJOl!9) A. B/ V '+' ',/-V AAINBlli!D ~m L-4 l'l'F,H, T,ia, VAN-f'C5 A5N01?P ti 10 .'52 ~ .2t .15 WAY A. B/ 0 e ii • RAINBlli!D I~ ~E5 !I' .-41 20~ .10 21 'I.ff.AT . , L-4 NI F, H, T, GI, VAA-A;S NOZZU:5 >6 MOl'l:P ,. , . ~D/ ~ffll~iJ1~T 5IDE !olT<IP ~;--' ' !I 4"90 1.21 '!l'AAY f'.ADI 181 ~zfflWifJ ENO STRII' 'li,.i, .61 ':l'AAY.;.r .,. --·, ~Bl .. & • AAllelliP IIIOO I l'lt.-S ~el !I' ID l!O .50 5"1--ell . NI H, ia, CST PCS NOZ21.1:5 >6 HOTEP f:1' I@ -1"61'-IIC>J-QJ 2J' .'50 ~OR C,, Pl I ~ ... • ----;I()' ID ~°" FIFING 4 SLEEVING S'T'M. Dl:6C,RIPTIOH J. t(JL-3 PvC ~ 915 W.llt.lNI: ~ VERIFY LOCATION rflTH LANP5GAl'I! AACHITeCT J. t(J L-3 PvC CLASe 200 HOK~ LJ,'11':R,A,L Lite PIPINIS • ,1,4• SIZE UNLESS NOl13) J, t(J L-3 !il'~lf~ PvC 51.E£Vl• f!a'ER TO IM16,,_TION HO'l1! 111!1 l~fGATION NOTES IRl'IGATIC"1 I& Pl~TIC. IN&TALL ALL PIP! ANP EGIJll"l1:HT IN l"I.ANTING Al<EA& IN&TALL F'C$ 9CREEN& AT IRRIGATION HEAP& APJACl!NT TO HAAPflCAPE. ..,,,,-V"'-VE S1"ATION Ho. ~ GFl'1 l'llr 11ovo1..,- Projool: La Colll Palrwll)'I _, A•lf(33 OPM) DD: Doc. 2:S, 21KB 30 Lf?/4'olm200Mlatllliin■ II 111' clll■ 211G P\IC i,tw,i lln■ 14 Lf I t/4' -2001'1/C lmrol h 10 ll11/2'-200Mllltnlh Lf 2'-200 PVC 1-llflo J 75 . U' 2" clNI 315 M 11111n11n1 Lf 21/"l'-31~ l'IIC m- l If.I' Vrhl 1• Mllt■vawi I' BoclllawpnMIIIIW I' Wllltrmet.- -Plllool !OIi loa ... flt1lngo V~WSIZ! II OPM 16 GPM 20 GPM 33 OPM GPM 33 OPM OPM " GPM 3, GPM " GPlil 33 OPM P91Loo 1,,s 0..,. 0.21 0.1, 0 1.4875 •. , ,., 13.5 6.4 33.677$ 3.36775 6.9211 Costa ;tin or 111A llllt to elov-dlftirenct TIIIIPII-G,mll Bo-,._125 J...OC.A"fl~ 'j F7 f-i<.OM '2.D&f'~ OF SrDI," r..JA l I{ I 5CAL.E: I' ■ 21Z>' 0 20 40 60 APPROVED f,OR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE DESJGNPRESSUAI l'IIE8SllltE "EIMATOft SET'IJNll 8lllfo pr1111111 ,. 118 RESIDUAL PRESSURE HOL • 318 Me&erd8vatioll•30 llO ., ,.02675 l---+----+-----------+---+---l--+--I ISHE2ETI CITY OF CARLSBAD 'SHEETS' PLANNING DEPARTMENT 7 ;=~============='..=::==: /fiRl(;ATJON Pl.ANS AND NOTES FOH: LA COSTA FAIRWA rs {I.A COSTA FAIRWAYS CONOOMINIVIIS} LOCATION OF PLANTING ASSISTANT PLANNING DIRECTOR OWN BV: _,IJl~. --PROJECT NO. DRAWING NO. AREAS DATE INITIAL DATE INITIAi. DATE INITIAL CHKD BV: _J.,,T__ . CT 02 _27 414-5L _________ · ___ · ________ .LEN:G:JN~EER~o:r_w:o:R:KL--~R~E=-V~l:S:IO:N:_:D:E:S:C:R:IP_T~l:O~N:_ ___ J.:o~T~HE~R~A~P:'.:PRO'.'.:VA:LJ._.'.:c'.'.,11Y:_:•P::P:Ro:'.:~::AL:.J..=R:::Wl:::D:::B::V::: ::::JT=:=::.':========~====~~ -/✓ i./ -------=.,......_ ---.,,) - N ..c. I' • ri. .. cl ---------VALVE eox / 12' DIA SCH W PVC PIPE FINISf-1 GRADE r---\t---..-----ISOLATION VALVE - PER LEGEND • LINE SIZE lrG!iN r:-'~----13RICK SUPPORT • EACI-I COFa!-IER q.:c~...-..c....-~--CRUSl-ll:D ROCK -I CU. FT. ._ __ PVC MAINLINE • REFER TO SPECIFICATIONS I. MAINLINE 24' 6ELOW GRADE 2. MAINLINE 12' 6ELOW CiRADE UI-IERE GATE VALVE ISOLATION VALVE OCCURS W!Tf.l CiARDEN f.lO&E 616 3.WI-IERE CiATE ISOLATION VALVES OCCUR WITI--I C!ARDEN f.lOSE 616 u&E PAD LOCKA6LE VALVE eox @ 6ATE ISOLATION VALVE H ----------=~~ iCMIP N.T.S. &TEP I SLIP BASE SOCKET OVER END OF UJIRE. ,-----STRIP UJIRES AFFROXIMATEL Y S/8' FROM END. TUJIST Tl-lEM TOGETl-lER. l11 AFPL Y SEALER TO OUTSIDE OF SEALING FLUG. FILL CAVITY UJITl-l SEALER ===C=J===:11:1 ~:z PUT CRIMP SLEEVE OVER WIRE $TEP 2 ~----EXCESS UJIRE- ~ f~5~. 5~~~~ ~ttf~NJOcetASE =======~::::::::~i 9 9 ~ OFF SOCKET. &TEP 3 &TEP 4 FULL BASE SOCKET OVEF-! END AS FAR AS POSSIBLE. FUSI-I WIRE TO END OF BASE SOCKET TO ASSURE COMPLETE SEALING OF CONNECTION. '------3M D6Y CONNECTOR 'l'i------~--I ___ RI __ N6 ______ GO __ NNEC ................. T ..... IO ___ N ___ DET ........... A ____ IL ________ __,..--.----~ ~IP NTS d) = -lJ" ,1/, ELL ",( ~%°' ~ 457 ELL ree G)UNDISTURei:D SOIL (TYPICAL) @CONC~TE Tl-fflaJeT eL.OCK (TYPICAL> @PIPE (TYPICAL) 0~eAR eeNT AFWUNP FITTING (TYPICAL) .1/, . . . . .. 4S7 ELL @t=ITTING (TYPICAL) ', ,....,rt-->--,.....~t--\ NOTES, I. SUPPL 'I' LINES 3-INCl-l!!S IN DIAHE:TEFi! AND LAF<Gl:R SHALL Receive CONC~ TI-IF<U&T 6LOCKS. 2. SEE SPECIFICATIONS FOR AMOUNT OF CONC~Te TO ee USED ~ Ti-1Fii!J6T eLOCK. tlflA1e: NTS DETECTOR TAPE-COMPACTED COMPACTED SOIL ENTIRE LENG Tl-! r;_ SOIL I '-0" FINISf-1 GRADE • AS • FINISf-1 CiRADE 1' 1 NECE55AR'i' l r~ACTED FINISf.l ,4" MIN., CiRADE '--1~.TROL WIRES MAIN b" ...,,_.,,......,.,.__,,__ 6" MIN. LATERAL LINES = d) 1 l ----! .:-~ : •-:.·:· -! . . ... -'i: : ...... #··· . ..... .. . &AND CONTROL WIRES MAIN AND CONDUCTORS LATERAL CONDUCTORS ONLY ®-TRENGHIN6 OETAIL •• cut ,------------VALVE 60X FLOW METER WATERTICil-lT CONNECTORS 2' TYi". 11-.ff.---'-----24' x I' DIA. WIRE COILS 1-IT;-,--H'r: '4~~H-¼-~----12' DIA. PVC PIPE i'! ; I , ! i 0 .--,._-----6RICK SUPPORT =------CRUSf.lED GRAVEL -et.lRROUND -~Cl)L_j_itj':.2···t;,~llJ' i~ill~ frJWPcJ~~~NE . FLQUJ --IQ~~'-t----.+---SCH. W REDUCER eu&I-IING • TYP. 1:-f,,,, ,_..·Ji t'-5' ·Y°'• 0 ~:1tci~~ .. ~~ .. ~ .. ' .. ~~ ' ' . ; ., .,. ' ..___ PVC MAINLINE PER SPECIFICATION :i-4' I' PVC CONDUIT 3' eELOW VALVE 60X LID ®f----'F'--'L=O;;a...;...Y-1..;....;...ME=.;TE=R..;..... ____________ sc;_ALE-, N-.T-.5.-- -----(S) 56-INC-H LINEAR LEN6TH OF J,',!IRE, NEATLY COILED ,,-----J,',IATER !"ROOF CONNECTION ,,-----ID TM =-----FINISH ~DE/TOP OF MULCH ~,-v ~:-,:.-.; ,:';'::·.'"".·,., ,----:;~----:71"--,,,,,<-+r--, v,, ,:;;, ,,--VAL YE eox I/IIITH COYER: '>YX;,,,,. -;;:~,, 1:2-INCH SIZE .,,--REMOTE CONTROL VALVE OR MASTER VALVE .--Pv'C SGH 00 NIPPLE .--PvC SGH 40 ELL ~-Pv'C SCH e,o NIPPLE (LENGTH AS f<EGlUIRED) _,,--eRJCK (I OF 4) ~, I""--"" ~-SGH 00 NIPPLE (:2-INGH LENGTH, HIDDEN) AND SCH 40 ELL :=~7--.....,_~-=-=-===::~~~~'.--PVC MAINLINE PIPE --PYC 5GH 40 TEE OR E:LL '---Pv'C SCH 40 MALE ADAPiER '---Pv'C LATERAL PIPE "--3/4" CRUSHED ROCK -6" MINIMUM DEPTH ® feiOTE CONTROL VALVE E i-----------,-.,,.,.,..-----.,e l"=l'-0" --=-------FINISH GRADE/TOP OF MULCH ----G1UICK-C.OUPLING VALVE, RAIN &EN&OR --- 2% ,.,----CONTROLLER A&&EMBL Y IN STAINLE&S STEEL ENCLOSURE ~--3/4' &cl-I 80 CONDUIT w/ SWEEP ELL FOR 1212> VAC ELECTRICAL &ERYICE ~-31Zl' LONG 22' WIDE x IIZJ' DEEP CONCRETE FOoTING FINl&I-I GRADE -2' 6ELOJJ CONCRETE . ' 4 \. ,-I '-'--• __ . ___ • _· --1--1--1-1-.....,.----'-'-4-' ~---2' SCI-I 80 CONDUIT w/ &WEEP ELL FOR CONTROL WIRES 0----AU----~ ..... O ..... M __ A..........,T __ IC ______ CO-=..,:N..a..;..:;.i R....;,;O;;;..;L=L=E=R~------SC.-AL-E,-N.-T.S-. -- INSTALL IN LOCKABLE ENCLOSURE STRONG 60X MODEL • S66C-AL SERIES INSTALL PER CMWD STD. DILG. 'UJ-20 WYE STRAINER--... PRESSURE-~ REC!ULATOR ...----REDUCED PRESSURE 6ACKFLOW PREVENTER ·FER LEC!END ..--CiATE VAL VE 3' BRASS NIPPLE& :wf'"",,,. ~~-eRA&S ELL ---BRA&S NIPPLE ,---8RA5S UNION t----BRASS RISER FINISf.lED GRADE l--"""-ILJ--r_;___;,.·_:!•_-'--_.._ __ -,---l..J--~-4•cONC.SLA6 i:i '---PVC ELL -T'T'P. '---COPPER MALE ADAPTER ~--MAIN SUPPLY LINE -TYPE ti<' COPPER FROM P.O.C. TO RP. ASSEMBLY ® BACKFLOY-1 PREVENTER ,--CONCRETE Tf.lRU&T FOOTINGS 2 CU. FT. EA. PVC MAINLINE: TO IRRIGATION SY&TEM !¾ALE: N.T.5. ------'I" ROUND VALVE eox -HOT BRANDED 'G.C,V' IRRIC!ATION VALVE 1.D. TAC!-~ WATERTICil-lT CONNECTORS ---, 24' x I' DIA. WIRE COIL&-+--, ,---VALVE eox, FINISf.l GRADE " ' '" .--PVC, SC.H eo NIPPLE (LEN6TH AS REG.UIRED) ~-3/4" CRUSHED ROCK -b' MIN. DEPTH .,---PVC SC.H 00 STREET ELL .,,---BRICK (I OF 2) '----PVC SC.H 40 TEE OR aL '------PVC MAINLINE PIPE '--------PVC SC.H 00 aL '----------2" x 2" REDl"iOOD STAKE~ STAINLESS STEEL GEAR CLAMPS ® GUIGK COUPLER VALVE F -------------., P: 1-1/2"•1'-0" • ri. • ..J \) ,-------VALVE eox ,-----12' DIA. 5Cf.l 8IZl PVC PIPE ,----6ALL VALVE -PER LEGEND LINE SIZE r FINISf-1 GRADE eRICK SUPPORT -FULL PERIMETER ,----CRUSf.lED ROCK 1 CU FT. MIN. ~--PVC UNION &cl-!. W '-'-"'-------PVC MALE ADAPTER '6\-B ___ AL ..... L ...... Y ..... AL ..... VE......_ ____________ _ ~ SCAie N.TA .,----MASTER CONTROL VALVE - PER LECiEND ,----PVC UNION (TYF' J -LINE SIZE ~~~ ~~ff Wi~R ~, ~ ~ CRUSf.lED GRAVEL CLEANED AND WA51-11:D N?,~PACT SOIL A~ VALVE eox TO SAME DENSITY A5 UNDISTUReEDADJACENT SOIL 2. VALVE 60XES &f.lALL 6E CiROUPED TOGETl-!ER Wl-ll:RE P05516LE. 3. VALVE BOX Sf.lALL eE 12' MINIMUM FROM ALL PAVED AREAS, WALKS OR 6UILDINGS. @1---a..M.;.;..A..;..S;;_T;..;;;E=R~Y..;..A..;..VL~E;;::;._ ____________ &c_AL_E:-N.T.&. THE LIGHTFOOT PLANNING GROUP PLANNING 702 CIVIC CENTER DRIVE OCEANSIDE, CA 92054 (760)722-1924 FAX:(760) 433-7511 SITE DESIGN LANDSCAPE ARCHITECTURE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ISHE3ETI CITY OF CARLSBAD ISHEET·S' 1----+----1--------------+---+---+--+----1 PLANNING: DEPARTMENT l l----+---+-------------+---+---+--+----1 IHHIGA TION DETAILS FOR: LA COSTA FAIRWA rs {LA COSTA FAIRWAYS CONDOMINIUMS) ~ro_L..._J~------~-fg,o<./ 1----+----1---------------t----+---+--+----1 :::•=SS=IST::AN:::T :::::PLA:;:,;N;::Nl;::NG::;D=;IRE;';CT:::;OR======:::;-;:::=DA::::T=E=~ DWN BY: ~LO~-PROJECT NO. DRAWING NO. CHKD BY, ~JT__ CT 02-27 414-5L RVWO BY: JT DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL THE LIGHTFOOT PLANNING GROUP PLANNING ROT~~P-UP SPRINKLER: ~b"r!fl~b T-61RD ----ry'f~r1-18.fsNk7'dcJrF-?ED) .--PVC SCH 40 ELL ----PVC SCH 40 STF-?EET ELL PVC SCH 40 TEE OR ELL "---PVC LATERAL PIPE ,,,,---l"LA&TIC NOZZLE __.,,----l"LA&TIC &Hf'iiU6 ADAPTE~ 1-Y}. 14·\. .1.', -----------l"LANT MATE~IAL \J ~•:', .. ~ ~ \J ~!tJ\J\J r,ii~1TJ{{i)~1····· ~ FINl&H Cil'tADE/TOP or= MULCH ,,. ]Q ___ \A} --~ --------UV AADIATION !e&l&TANT 'T' .' ,-----, .. ,. , .. ,... PVC &c!-1 00 NIPPLE 1::-::=::I I I= (LENa.TH A& FteQUIFteD) -,.I I ··-"-··"· ..•• > . .,,.---PVC SCI-I 42) ELL .---MA~EX S~ET ELL ,,,,---PVC SCH 00 Nll"F'LI! (LENGTH AS FteQUIFteD) @~---RO----~ __ O:;...R:........P .... O._P _____ -U,__P--=5_,_PR......__INKL ......... =E=R _________ SC,_AL_E_, -N.T-.S-- 702 CIVIC CENTER DRIVE OCEANSIDE, CA 92054 (760)722-1924 FAX:(760) 433-7511 SITE DESIGN LANDSCAPE ARCHITECTURE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ..,,--l"INISH SRAOl:/TOP OI" MULCH POP-uF' SPRAY SPRINKLER, i;?AIN 61RD 1000 SERIES ,,,---PVC, SCH &O NIPPLE (LENSTH AS FteGUIRED) ,,,---PVC, SCH 40 ELL PVC, SCH 40 STREET ELL PVC, SCH &a NIPPLE (LEN6TH AS Ftl:GllJIRl:D) PVC SCH 40 STREET ELL pye, LATEl'.AL PIPE pye, SCH 40 TEE ~ ELL ® POP..LJP SPRAY HEAD B ---------., P: 1-112·-1·-o• .,,--ROTOR HEAD ,---SCH.812) PVC RISER 13 fi?EBAR STAKE -24' LENGTH ~-FINISH GRADE -SLOPE ~-SCH. !W PVC TEE -SST ~-CL. 200 PVC LATERAL LINE @ SLOPE ROTOR c-------~--q .. 1'ITS ~ CITY OF CARLSBAD ISHEETSI t----t----1--------------+---+---+---t---1 L__'.i:_J PLANNING DEPARTMENT 7 t----+---+--------------+---+----1---4---1 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL INNIGAT/ON DETAILS FON: LA COSTA FAIRWAYS (LA COSTA FAIRWAYS CONDOAIINIUAIS) _>,C;!!/_~~'4._ ______ 6-18'-q/ ASSISTANT PLANNING DIRECTOR DWN BY: ~L~D __ CHKD BY: ~JT __ RVWD BY: JT PROJECT NO. CT 02-27 DATE DRAWING NO. 414-5L PLANTING NOTES 1. Plant material locations shown are diagrammatic and may be subject to change in the field by the Landscape Architect. 2. Refer to the City of Carlsbad Landscape Manual for planting requirements that do not appear on these plans. 3. Each group of plant materials delivered to the site shall be clealiy labeled as to species, variety and nursery source. 4. The size of the plants will correspond with that norrnaNy expected for species and variety of commercially available nursery stock, or as specified in the drawings. The minimum acceptable size of all plants, measured before pruning with the branches in normal position, shall conform with the measurements, if any, specified on the drawings in the list of plants to be furnished. Plants larger in size than specified may be used with the approval of the City Landscape Inspector, but the use of larger plants will make no change in contract price. 5. All plants not conforming to the requirements herein specified, shall be considered defective, and such plants, whether in place or not, shaU be marked as rejected and immediately removed from the site of the work and replaced with new plants at the Contractor's expense. The plants shall be of the species, variety, size and condition specified on the drawings. Under no condition will there be any substitution of plants or sizes for those listed on these plans, except with the expressed written consent of the Project Landscape Architect and the City Landscape Inspector. 6. The backfill mix for use around the rootball of container grown trees and shrubs shall be as follows: (3) parts (by volume) on-site soil; (1) parts (by volume) nitrogen stabilized organic amendment; 6 lbs T ri-C Humate-Plus per cubic yard mix and 2 lbs. of 6-20-20 yard mix. For copy of the soils analysis contact the project Landscape Architect (760-722-1924). Soil analysis dated 2-18-04. 7. All landscape planting shall receive Gro-Power 7 gram planting tablets as loHows: 1 gal shrub ... 3 tabs/plant 5 gal shrub ... 8 tabs/plant 15 gal tree... 15 tabs/plant 24" box tree ... 17 tabs/plant 36" box tree ... 20 tabs/plant 8. All landscape planting to be installed in accordance with the City of Carlsbad Landscape Manual. 9. All street trees and all trees planted within 1 O' of walls and hardscape shall be planted with a deep root-type planting device. Do not wrap root barrier around rootball. Install an approved deep root barrier against inside edge of hardscape, where applicable. Trees shall be provided with a minimum of 10 linear feet of approved root barrier, 24" depth. IO. Install arbor guards on all trees in turf areas. 11. During erosion control season from 8/15 through 4/15, all slope areas shall be covered with jute netting, curlex blankets, or any approved equal material if necessary or as directed by the Landscape Architect and City Landscape Inspector. 12. Soil preparation: All planter and turf areas shall receive: 1 cubic yards Composted Organic Ammendment -Synagro or Eq. per 1000 SF 7 5 lbs T ri-C Hu mate Plus per 1000 SF .2 lbs. copper sulfate per 1000 SF All amendments shall be incorporated into the native soil to a minimum depth of 6" to 8". Refer to the agricultural soils report, dated 2/18/04. 13. A sample of the bark mulch shall be provided for approval to landscape Architect prior to delivery. Bark shall be 1 1/2" minus or smaller. 14. The landscape contractor shall provide material submittals, catalog cut sheets, shop drawings or samples of all material, equipment and assemblies used to complete the contract. Submit three copies for landscape architect review. 1. SLOPE PLANTING STANDARDS Slopes requiring erosion control measures as specified herein shall be treated with one or more of the following planting standards: a. Standard #1 -COVER CROP/JUTE MESH Cover crop shall be a seed mix typically made up of quick gennlnatlng and fast covering grasses, clovers, and/or wildflowers. Submit the specific seed mix for City approval prior to application. The cover crop shall be applied at a rate and manner sufficient to provide 90% coverage within thirty (30) days. Type of jute mesh shall be as approved by the City and staked to the slope as recommended by the manufacturer. Jute mesh shall be required when planting occurs between August 15th and April 15th. During the remainder of the year, the cover crop and/or jute mesh may be used. b. Standard #2 -GROUND COVER One hundred (100%) percent of the area shall be planted with a ground cover known to have excellent soil binding characteristics (planted from a minimum size of flatted material and spaced to provide full coverage within one year). c. Standard #3 -LOW SHRUBS Low spreading woody shrubs (planted a minimum of 2 ¾" liners) shall cover a minimum of seventy (70%) percent of the slope face (at mature size). d. Standard #4 -TREES AND/OR LARGE SHRUBS Trees and/or large shrubs shall be (planted from a minimum of 1 gallon containers) at a minimum rate of one (1) plant per two hundred square feet 2. AREAS OF APPLICATION (PLANTING) a. Slopes -6: 1 or steeper and: 1. 3 feet or less in vertical height and are adjacent to public walks or streets require at minimum Standard #1 (cover crop and Juted). 2. 4 feet to 8 feet in vertical height require Standards #1, #2, and #3. 3. In excess of 8 feet in vertical height require Standards #1, #2, #3, and #4. SPECIAL CONDITIONS -Areas graded flatter than 6:1 require Standard #1 (cover crop) when they have one od more of the following conditions: a. Sheet graded pads not scheduled for improvements within six months of completion og rough grading. b. A potential erosion problem as determined by the City. c. ldEmtified by the City as highly visible areas to the public or have special conditions that warrant immediate treatment. Areas to be hydroseeded shall first be disked or rototilled to provide a friable, loose seed bed. / EXISTING 10' SEWER EASEMENT THE LIGHTFOOT PLANNING GROUP PLANNING f LINE OF 516/.Jr, j -' I I 4Br ~ LANDSCAPE eoLILDERS EXPOSED SU!sfACE 12' MIN. TO 3' MAX. ElY KRC ROCK 1-8!00-&12-162& D.G. WALKWAY WIT1-1-1n1 REDWOOD 1-!EADER SEE DETAIL I/ L-& PLANT ST AR JASMINE Tl-!ROLIGI-IOUT EASEMENT ;- , I ·IS!.G. PAD w1TA, RtDUIOOD iJEADER SEE'DETAIL I/ L- CONCRETE ElENCI-! ElY SAN DIEGO PRECAST INCORPORATED 6I912D 2A CONCRETE MOW CURB SEE DETAIL J/ L-& PLANT STAR JASMINE Tl-!ROU61-!0UT 36 EXISTING TRANSFOi-MER TO REMAIN La DECORATIVE PAVING 702 CIVIC CENTER DRIVE OCEANSIDE, CA 92054 (760)722-1924 FAX:(760) 433-7511 SITE DESIGN LANDSCAPE ARCHITECTURE Costa Avenue SCALE: I' = 2"' 0 20 40 I I I SCALE: I' • 20' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 60 I PLANTING LEGEND SYM60L 60TANICAL NAME COMMON NAME SIZE DETAIL TREES 0 ARECASTRl.t1 ROMANZOFFIANUM QUEEN PALM 8' 6TI-! el L-6 0 CUPRE55US SEMPERVIREN& ITALIAN CYPRESS l!'>GAL. Cl L-6 0 JACARANDA MIMOSIFOLIA JACARANDA 24' eox C, DI L-6 0 PLATANUS X ACERFOLIA LONDON PLANE I!'> GAL. C, DI L-6 'BLOODGOOD' TREE -© TRISTANIA CONFERTA BRISBANE eox 24' box C, D/ L-6 0 STRELITZIA NICl-lOLAI GIANT BIRD OF 15 GAL. C, DI L-6 PARADISE 51-1fia.16S 0 AGAP ANTl-lUS 'Tli'l<EFeELL' LILY OF Tl-IE NILE 1611112' Ot. A, B/ L-6 0 ACisA\/E ATTENUATA AGAVE 56111/4'oc. A, Bl L-6 ----- 0 ALSTROEHERIA AUREA PERUVIAN LILY 16111 /2' Ot. A, Bl L-6 0 ANIOOZANTl-lOS 1-!YBRIDS KANGAROO PAW 16111 / 2' o.c. A, 61 L-6 'BUSI-! GOLD' I------~--- @ euxus JAPONICA JAPANESE 5611114' Ot. A, 6/ L-6 BOXWOOD 0 CYCAS REVOLUTA SAGO PALM 56111/16elml A, Bl L-6 EB Dll:f!:1; H YBRIDo FORTNIGI-IT LILY 1611112' Ot. A, Bl L-6 'LEMON DROPS' 0 ECl-!IUM CANDICANS PRIDE OF MAPEIR.< 56111 /6'oc. A, Bl L-6 ® GARDENIA 'MYSTERY' GAF<PENIA 56111/aua A, Bl L-6 e 1-!EBE X ANDERSONII I-IE6E 5 6111 / 5' o.c. A, 6/ L-6 ® KNIPI-IOFIA UVARIA RED-1-lOT POKER 16111 / 3' Ot. A, 6/ L-6 0 NANDINA DOMESTICA 1-!EAVENLY 5 611113' Ot. A, 6/ L-6 'COMFACTA' BAMBOO PITTOSPO -, 1oe1RA ------0 TOBI~ 56111/3' Ot. A, 61 L-6 'TURNER& VARIEGATED DWARF' e POL YSTICI-IUM MUNITUM 5WOF<D FERN 5 Gal/ !' o.c. A, 61 L-6 ® RHAPHIOLEPIS INDICA IND IA 1-!AUITl-!ORNE 5 Gal I 5' o.c. A, 61 L-6 0 RIBES SPECIOSUM FUCl-l&IA FLOUJERIN< GOOSEBERRY" 5Gal/6'ot. A, 6/ L-6 0 RUMOH~ ADIANTl"""'115 LEATI-IER LEAF 5Gal/ 3' o.c. A, 6/ L-6 FERN @ &ARCOCCA F<USCIFOLIA SWEET eox 5Gal/5' ot. A, 6/ L-6 GROUND COVERS • VINES ~ ~ ~ ~. CAREX MORROWII JAPANESE SEDGE I Gal• A, 6, <:,/ r ..r ...r' ...r' ,...ipol" 1GOLDEN6.AND1 24' 0'"' L-6 mm FESTUCA RUBRA CREEPING RED ~droeeed A, 6, Ci,/ FESCUE L-6 ~ FESTUCA OVINA GLUACA BLUE FESCUE Flats A,6,G/ I' oc.. L-6 05/,0/, TRACI-IEL05PEl-a'1LIM ST AR JASMINE I Gal• A, 6, <:,/ , , JASMINOIDES t:R-• ,, ,,,.._ L-6 ' ' . LIRIOPE MUSCARI LILY TURF I Gal• A, 6, GI + + + • • + + + .. I' oc.. L-6 ~ MYOPORUM 'PACIFICLIM' HYOPOf<I.IH Fiats A, B, <:,/ 18' oc.. L-6 '.';i.1/././/./21 ROSEMARINUS '1-11.NTINGTON ROSEMARY Flats A, 6, <:,/ · · · · · CARPET' 18' oc.. L-6 . ------ £ CL YTOSTOMA CALLl5TEGIOIDES VIOLET Tl<UMFET VINE S Gal 1-1 I L-6 ·;•· .. --" •. ···: MARATl-!ON II SOD CONTACT AGF«JNOTEC SEED/ QUALITY TilFif' -~ --~ ...... ffiEP. AND INSTALL PER MANUFACTilREFle RECOMMENDATIONS. MOIE, All PI..ANINi AREAS TO mM: 3' 09'III ~ 111Dl STREET TREES AND OTHER TREES SHALL BE SPACED: 3 feet from transformers, cable, and double check detectors 5 feet from mailboxes 5 feet from fire hydrants (al sides) l-800-&43-4111!)9 7 feet from centerline of all utility lines (without easement) (sewer, water, and storm drains I 10 feet from driveways (unless a line of sight is determined by the traffic section to be otherwise) 15 feet from street lights and other utility poles Lines of sight at arterials, collector, and local streets shall be reviewed and determined by the traffic engineer t----+--f-----------+------+--4---1-----l fsHITTl CITY OF CARLSBAD 'SHEETS! ~ PLANNING DEPARTMENT 7 DATE INITIAL DATf INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL PLANT/NC PLANS ANO NOTES FOR: LA COSTA FAIRWAYS (LA COSTA FAIRWAYS CONOOUIN/fJUS) ~a..L~L__ _____ ~-!&Qi./ ASSISTANT PLANNING DIRECTOR DWN BY: ~L~D __ CHKD BY: -'J"-T __ RVWD BY: JT PROJECT NO. CT 02-27 DATE DRAWING NO. 414-SL H --6LOCK Y'lAL.L. (5cl= PL.AN) ---~ -----------EPOXY "TU MAX" VINE ATTACHMENT VINE PLANTIN6 ,----FINISH <S~DE ,---STAKE TO BE I" BELOY'I TOP OF OR APPROVED EGlUAL. TIE VINE TO TRAIN TO Y'lALL (TYP J ,---S" 6ARK MULCH ,,.--S" EARTH 6A51N FINISH <:>RADE -'ti~tlU\-~lJlll:tY:--HEADER BOARD -SEE NOTE #9 \\ ··--16P GALY \ NAILS-TYP. \ ltt--:---2xe ROU6H SAY'IN HEADEfll \ FOR STRAl6HT \, . RUNS '-···--l"LANTIN6 A"!!A •. ..,.. _-,X2Xl6 MIN. Y'IOOD STAKE• 5'-0" O.C. ALT. NOTES, STRAl6HT 51:GTIQN SIDES e,ugyep 5EGIIQN I. USE CURVED DETAIL l"tHEN RADIUS IS LESS THAN SO' , BOARD LEN<STH 15 LESS TH.AN 16' 16P 6ALY. NAILS -TYP. lx4x24 SPLICE PLATE _ _, 2x4 ROUGH SAY'IN HEADER --- ~~~ri=' Sl"LICES -...__ !5 -lxe Y'IOOD F'LAN Yll=l"t LAMINATE HEADER 2. ALL Y'IOOD TO BE FtOU6H 5.AY'IN REDY'IOOD !5. FINISH ~DE OF TURF-1/2' BEL.01"1 TOP OF HEADER F.6. OF PLANTIN<S .ARE.AS TO 6E I" eaoY'I TOP OF HEADER 4. TAPER FINISH ~E TO I" Y'IITHIN !5"-0" OF HEADER BO.ARD. 0 1-...... R-=E"'-D'-'-~;a.,.,;;O;....;;;.D ...... HEAD _____ ;;;_;;;ER;;.;....;.._ ________ ~--- •• e l"•l'-0" = ,---------TURF ,,.-----1/2" TOOLED RADIUS ~----6" V>IIDE CONCRETE MOV>IBAND W LIGHT BROOM BROOM FINISH LENGTHV>IISE ,------#4 REBAR CONT. ~ ,----COMPACTED SUBGRADE -'.c=r~0;Pr-:7T~~1 NO~ EXPANSION JOINTS SHALL SE I 1/2" DEEP SCORE, STRAIGHT RUNS @ 3O'-O" O.C. MAX INTERVAL AND AT 2O'-O" O.C. MAX ALON<:> CURVES. PROVIDE 1/4" Y'IIDE x 9/4" DEEP SCORE @ 5'-0" O.C. INTERVAL. (j\_,_GO~NG~R~:E~IE ____ MO ______ ~ ___ G ....... ~JR ____ :e ____________ ~--\::::J" iiiA• E: 1-1/.2"•1'-o" (6) -TREE TIES MIN. (2) AT TOP OR STAKE, OTHERS V'lHERE NECESSARY TO SUPPORT TREE (2) -2" DIA. x 10' LON6' TREATED LOD6'EPOLE PINE STAKES. INSTALL TRUE AND VERTIC.AL. DRIVE INTO UNDl511JR6ED SOIL ADJAC.ENT TO ROOTBALL. C.UT ALL STAKES 6' 6ELOV'l CANOPY (TYPICAL).-~ UPSLOPE ./ DOV'lNSLOPE r---12" MIN. AROUND ROOTBALL 6ALVANIZED NAIL TYP. SOIL ElERM ON DOl'iNSIDE OF TREE. TYPIC.AL ON ALL SLOPE PLANTIN6'. SOIL ElERM PLANVIEl'i .....___ 6REATHER 11J6E @ ~ TREE PLANTIN6 ANO STAKIN6 ON SLOPE 01------------------.;;.;;;..;;..;...;;------.~-~•-e-114-•.-1•-o-• FROND TIE DETAIL FAN TYPE PALM ONLY '--"TIE PRIOR TO PLANTING WI ~ANIC DEGRADA6LE TWINE ,--::;;~r-FALM TRUNK TO BE SET PU.Ne (VERTICAL). UJf.lEN NECESSARY, BRACE OR GUY PAMS AS DIRECTED BY THE LANDSCAPE ARCHITECT. .3' LA'r'ER OF MULCH PER SPECS. ~~ SAND BACKFILL FER SPEC. BACKFILL TO BE WATER JETTED DURING PLANTING. .3' WATERING BASIN IN PLANTER SHOVEL CUT EDGE IN nJRF FINISH GRADE Lci-i+' FERTILIZER TABS PER SPEC. INSTALL SO TABS TOUCH ROOTBALL 1:u---COMPACTED BACKFILL © PALM PLANTIN6 E 1---------'--"------....---~•e 6"•1·-0• INSTALL ~THER TU6ES ON ALL T1'EE5 AND SHRIJ65 PER THE FOI.LOY'IIN6 SCHEDULE It !5 <!'>ALLON NONE 1!5 <SALL.ON (I) -a• :24"60X (2) -S" 56" eox (2) -4" 4e•eox (S) -S" 60'60X (4) -4" 4 1.AR<SER 6413 (4) -4" PALMS l'EGUll'EMENT l"'Ollt 6HFW6 MAY 6E 06MITTcD 6Y LANDSC.APE .ARCHITECT IF 5011. CONDITIONS PERMIT 6REATHER TU6E TO EXTEND TO FULL DEPTH OF PLANTIN<S HOLE ®1--...;;..BR,;_;E;;;;_A....;..;THER~__;,,;TIJBE;..;;;.;;;;;.. _________ ~-,.,,....,,-...,,... iiNe 1'•1'-o" ,,---EGUAL TRIANGULA~ $PAC.ING REGUIRED BETV>IEEN PLANTS (REFER TO PLANT LEGEND FOR ON CENTER 5PAC.IN6) ,---EDGE OF PLANTING AREA ---DISTANCE FROM EDGE OF PLANTER. TO CENTER OF PLANT TO BE 1/2 THE 5PEC.IFIED SPAC.ING .I!!!.. i------------,,,,,,.,..,,....---@ PLANT 5PACIN6 ~ ~• e l"=l'-0" ~OTE, RIOR TO PLANT INSTALLATION PRE-Y'IATER ROOTBALL SY FILLIN6> PLANT PIT 1/2 FULL OF GLEAN POTTA6LE Y'IA TER ALLOl/1 TO 111A TER TO PERGOLA TE OUT PRIOR TO PLANT INSTALL TIO ~~~-:_---------I, 5, OR 15 6AL. SHRUS ~---ROOT6ALL -PLANT I" ASOVEGRADE ,----B" HI6H 6ERM ~---B" SARK MULCH PER 5FEGS. •" -rr1-· ·,--,-,-=-,..:..w.-""- 'X" ...__ ___ 5GARIFY PIT TO X/2 "°OT . X/2 ELIMINATE AU6ER SLICK 6ALL UNDIST1JR6ED EXISTIN6 SOIL 0 SHRUB PLANTIN6 A 1----------,.,.,-,--------,,-.,, q1 P: S/4" • l'-0" NOTE, CUT AND FILL TO BE 1:1 SLOPE RATIO MAXIMUM COMPACTED FILL I .: ) I .. THE LIGHTFOOT PLANNING GROUP PLANNING ,----------FO~M S" V>!ATERING BASIN V>I/ BACKFILL SOIL MIX ,------1,5 OR 15 GALLON CONTAINER TREE OR SHRUB ,---2" MULCH LAYER 702 CIVIC CENTER DRIVE OCEANSIDE, CA 92054 (760)722-1924 FAX:(760) 433-7511 SITE DESIGN LANDSCAPE ARCHITECTURE APPROVED FOR PLANTING AND IRRIGATION ONIJY, INCLUDING PRECISE LOCA1'ION OF PLANTING AREAS. fsHml CITY OF' CARLSBAD ISHTTSI i----t---t---------------t---+--+---+----1 ~ PLANNING DEPARTMENT 1----t--+---------------+---+--+---+---j PLANT/NC DETAILS FOR: LA COSTA FAIRWA rs (LA COSTA FAIRWAYS CONOOMINIUJ.IS) ""--------(;,-IF:·o</ ASSISTANT PLANNING DIRECTOR DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CIW APPROVAL OWN BY; _,L"'-D __ CHKO BY: ~JT~- RVWO BY, JT PROJECT NO. CT 02-27 DRAWING NO. 414-SL I. CONSlRUCllON A. SCOPE OF WORK 1. This work shall consist of hardscape construction and flatwork such as driveways and walks. Bid price shall include all labor, materials, and equipment costs as well as any other expenses necessary for the completion of this project. B. STAKING & LAYOUT 1. Field surveys for control of all construction and grading on the plans is the responsibility of the Contractor. All field surveys, including construction staking, shall be under the supervision of the Contractor and verified by the Landscape Architect 760-722-1924. Stoking shall be performed on all items ordinarily requiring grade and alignment ot intervals normally accepted by building trades involved. C. FINE GRADING 1. Finish surfaces shall be free of irregular changes to provide a uniform grade or smooth transition gradients. 2. Planter or lawn areas receive topsoil amendment to within no more than 0.10' above or below required sub grade elevation. 3. Walkway finish surface shall be shaped to line, grade, and cross -section, with the finish surface not more than 0.10' above finish grade elevation D. CONCRETE & MASONRY 1. General a. Concrete work shall be constructed of Portland cement concrete type II or !IA conforming to ASTM C150 unless otherwise specified. Concrete shall be prepared in a manner generally acceptable to the trade. The Contractor shall provide facilities for Integrating any required Installation of banding, sleeves or inserts specified and perform cutting and reinforcing of form required to accommodate them. Do not place any concrete until all inserted Items ore Installed in thefr proper locations, secured against displacement, cleaned, inspected, and approved. b. All aggregates sholl conform to ASTM C-144 for mortar and C-404 for grout. Water shall be clean and potable from o domestic source. 2. Walks a. General (1) Compact and tamp concrete in order to brfng a 3/8,. layer of cement/mortar to the surface. Use wood screeds and masonry floats only. ond apply the specified finishes after excess surface water hos disappeared. (2) All walks shall be constructed of 2000 psi at 28 day concrete with a 4" nominal thickness. (Provide specified finish and retardant as noted on the pion.) Surface oreo of walk shall not exceed 100 sq. ft. without the incorporation of expansion joints. b. All concrete flotwork shall drain at 2% away from buildings and structures. Concrete walks shall drain with a 2% cross pitch. All water to be focused to subsurface drainage fixtures. 3. Expansion & Control Joints o. Expansion joints shall be constructed In curbs. walks and other pavTng as shown on the pion. Joints shall be installed vertically and extend to the full depth and width of the work. Expansion joints shall be 20•-o• on center, not to exceed a surface area of 100 square feet unless noted otherwise. b. Control joints shall be 5' -a· on center unless noted otherwise. Finish joint opening shall not be wider than 1/8 Inch. 4. Reinforcing Steel o. General (1) All rebar, wire and wire mesh reinforcement shall conform to details on plans unless otherwise noted. Before being placed in work, all reinforcing steel may hove o very slight rusting finish to enhance bonding properties. Steel shall be entirely free of mill scale, mortar, oil, dirt, heavy rust or coating of any character which would likely destroy, reduce, or impair its proper bonding with concrete or mortar. (2) Reinforcing steel shall be either grade 40 or grade 60 billet steel conforming to ASTht A615. All bending or straightening shall be accomplished so that the steel will not be damaged. Kinked bars shall not be used. (3) Wire mesh reinforcement shall conform to ASTM A185. The gouge of wire and mesh dimensions shall be shown on the plan. 5. Cleanup a. The Contractor shall clean up &: remove from the site all unused materials and debris resulting from the work performed. E. DRAINAGE 1. General a. All drainpipe shall be ABS plastic, solid wall pipe. Pipe, fittings and joints shall conform to ASTM D-2751 unless otherwise specified on the pion. b. Drain pipe shall pitch and drain at a .5% minimum slope away from all drain inlets. 2. Drain Inlets o. Drainage inlets will be ABS plastic unless otherwise specified on the plan. Installation will be per manufacturer's specification. b. Planter areas of shrub or ground cover shall receive 4'" atrium grate inlet. c. Turf areas sholl receive grade mounted drainage inlet or drop inlet as noted on the pion. d. Hardscape or paved areas shall receive grade mounted drop inlet or catch basins as noted on the pion. F. EXCAVATION 1. Dig trenches to o uniform width and depth as specified on plans or as required for proper installation of pipe. Provide 6N to 9" clearance on both sides of pipe. Carry depth of trenches for piping to establish indicated flow lines and invert elevations. G. MISCELLANEOUS PAVING 1. General a. Furnish all labor motrerlol & equipment to complete all povlng and reloted work. 2. Decomposed Gron fte o. D.G. material fines to be •A-1 pathway mix" by Honson/A-1 Solis 858.715.5600 b. O.G. material to be mixed with 'Stabilizer• or eq. organic matrix hardener. Per the manufacturer's recommendations. c. Apply in 2'" lifts in areas shown on plans. J. Resilient Surfacing a. Resilient surface shall be as shown on plans by VTtrlturf. Surface America or approved equal. Submit color samples in finished state (6"x6" Ille minimum) for submittal review. b. Install per manufacturer"s recommendations. II. IRRIGATION A. SCOPE OF WORK 1. This work shall consist of the Installation of a complete automatic Irrigation system os shown on the plans. Bid price shall include all labor, materials, tools and equlpment costs as well as ony other expenses necessary for the completion of this project. 8. PLAN 1. The plan le diagrammatic. Refer to notes, detolls, and legends to verify locations of irrigation equipment. 2. Contractor shall carefully check and verify conditions on-site ond be familiar with the location and details of on-site connections of water and power sources. 3. Discrepancies between the pion elements ond/or site condittons must be brought to the attention of the Owner's Representative during bidding and prior to proceeding with any work. Failure to do so will result in responsibility by the Cootractor for any and all revisions that result therefrom. C. MATERIALS 1. All materials shall conform to the local ordinances govemlng lrrlgatlon equipment. 2. All materials and equipment shall be new, and shall conform to the standards of specification by the manufacturer. 3. Under any circumstances, no substitution of equipment will be allowed without prior written approval of the Landscape Architect and the City Inspector. Contractor shall submit data to support claims of equal performance. Standards of performance of specified materials and equipment shall be used as a performance standard; substitute material must match specified material. 4. Equipment and materials shall be as called out on the pion legend. D. LAYOUT 1. Prior to installation, Contractor shall mark-out. w1th chalk or equal, oll pressure supply lines and laterals, indicate the locations of irrigation heads and vclve manifolds. 2. Layout shall be such that no hindrance or Interference with planting or hordscope construction occurs. 3. Owner's Representative shall approve loyout and verify the location of control clocks prlor to instollotion. E. INSTALLATION 1. Irrigation heads and risers oholl be Installed perpendicular to finish grade and/or manufactured slopes and checked for adequate coverage prior to permanent stoking. 2. All irrigation lines shall have a minimum clearance of six (6) inches from each other. 3. Flush all lines prior to instollotion of sprinkler heads. 4. Spacing of heads shall not exceed the radius indicated in the irrigation legend. 5. Thoroughly flush oil (lateral) lines prior to installation of sprinkler heads. F. TESTING 1. PRESSURE TESTS a. All pressure mains shall be capped and tested at o hydrostatic pressure of 150 p.s.1. for a period of two (2) hours and prove water-tight, prior to installing remote control valves. Any leaky fittings. joints and pipe shall be replaced and the line retested. b. Lateral lines shall be copped and tested at the design pressure, at the last head, for three (3) hours, ond prove water-tight, prior to Installation of sprinkler heads. Any leaky valves, joints, fittings or pipe shall be replaced and the line retested. c. All pressure tests shall be performed in the presence of the Owner"s RepresentoUve and City Landscape Inspector. do not backfill unless test is approved. d. Contractor shall provide all equipment necessary to conduct hydrostatic testing e. Contractor shall notify City Inspector 48 hours prior to hydrostatic testing. 2. Coverage Test a. When o)'Stem is complete, Contractor shall perform a coverage test to determine that coverage is adequate and complete. b. AdjJstments shall be mode by the Contractor to compensate for site conditions and variations in grade: (1) Heads shall be odjJsted In height and alignment after planting Is completed and prior to hydroseedlng to ensure adequate coverage and thot spray stream clears odjocent plant materiel. G. CONTROLLER SYSTEM 1. Controller shall be o solid state microprocessor based unit providing for manual or completely automatic function. a. Each station shall be capable of programming from 1-59 minutes and sholl operate a minimum of one 24 VAC remote valve per station. b. Controller shall have capacity for everyday. every other. or every thlrd day programming and shall indicate the days watering occurs as well as indicating if watering occurs on the current day. c. Controller shall hove 4 separate start times per doy; each individual start time shall be programmable at any time of day. 2. WIRING a. Wire sizing for control vclve wires shall conform to the followlng chart: Zero to 500 ft. -14 GA • 501 to 1,000 ft. -12 GA • 1,001 to 1,500 ft. -10 GA In no case shall any valve be more than 1.500 ft. from controller. b. Wire color shall be as follows: (1) Controller system wiring shall be per detail on plons. (2) Pilot wires shall be a different color wire for each controller. (3) Common wires shall be white with a different color stripe for each controller. c. Wiring shall be taped together ot 10 foot intervals. d. Provide expansion curls within 3 feet of each wire connection and at each change of direction by wrapping 6 turns of wire around a 1-inch diameter pipe, then withdrawing the pipe. e. All splices shell be mode with Scotch-Loe #3576 Connector Seol Packs ond Pen-Tite wire connector. Use one splice per connector sealing pack. H. FINAL ACCEPTANCE 1. Contractor shall demonstrate to Owner the operation of each system and piece of equipment. 2. Contractor shall provide all manufacturer's doto for all equipment. 3. Contractor shall provide on 'as built' plan depicting the octuol locations of lines, heads, valves and controlling systems. Each valve for eoch controller will be clearly shown and Its station number indicated. 4. Contractor shall provide copies of each controller program. keys to the enclosure, and any special tools delivered as o stock accessory to any of the equipment. 5. Maintenance period shall not commence until the requirements of this subsection have been fulfilled to the satisfaction and acceptance of the Owner. I. GUARANTEE Controctor shall guarantee that the entire Irrigation system Is free from defects ond workmanship, for a period of one year; ordinary wear and tear, unusual abuse, or neglect excepted. J. MAINTENANCE 1. OPERATION a. Contractor shall adj.nit his woterrng schedule equal to the application rate each area Is capable of receiving, based on topography, soil type, plant material, season and weather factors. Owner's Representative shall be given a key to controller and nstructions on how to turn off system in case of emergency. b. Periodically {a minimum of once a month) Contractor shall check all systems for proper operation and coverage. All heads are to be adjusted as necessary for unimpeded ct>Verage. Adj.1st outlets of distribution tubing as required for growth of pion! material. Observe the site regularly for puddling and run-off. Change length and/or frequency of the Irrigation cycle to eliminate any problems. c. Check filter mesh condition within five to seven days of initial operation. If cleon, check again in 30 days. Check condition of filter until a regular maintenance interval con be established for each site-specific system. d. The lines shall be flushed periodically and whenever repairs hove been done on the system. If water quality is adequate, perform flushing at least once o month for 30 to 60 seconds. e. Monitor and maintain optimum operating pressures throughout the system. f. In Morch, all valve boxes shall be checked for soil invasion, cleaned out and new gravel reploced as noted in orlginol specifications. g. All screens In bockflow preventer strainers shall be checked and cleaned at least three (3) times per year or as often as necessary. h. Contractor shall utilize o repeat cycle on controller to eliminate excessive run-off. i. To insure minimal obstruction of irrigation spray patterns, Contractor will be responsible for trimming and making necessary adjustments to riser height as plant material growth rotes indicate. j. All systems shall be personally observed by the Contractor during operation cycle at least once per month to verify effectiveness of sprinkler operation. k. Contractor shall throttle down valves enough to prevent useless fogging, allowing droplets for effective watering. I. Hours of scheduled operation will be programmed to minimize disease occurrence of plant material and reduce possible nuisance from sprinkler operation to pedestrians or vehicles. To prevent leaf burn of many plant species, do not operate the irrigation system during worm daylight hours, generally between 9: 00 o.m. and 5: 00 p.m. 2. MAINTENANCE a. Any repairs mode by the Controctor will be In accordance with the original detans or as directed by Owner's Representative. b. Repairs to irrigation system caused by cond1Uons under which the Contractor does not hove any direct control shall be paid for by the Owner as extra work. Such repairs ore those caused by vondalism, nonnal wear and tear, storm damage ( acts of God), or by other parties. It shall be the Contractor's responsibility to report such conditions Immediately to Owner's Representative. c. Contractor shall make minor repairs under this contract. Minor repair shall be defined as an occasional repair such as a broken riser, which con be repaired eas11y without the need of o specialist. d. Malfunctions of any nature which ore deemed to be the fault of materials or workmanship :still covered under original installation guarantee shall be reported Immediately to the Owner's Representative. e. Contractor shall furnish his own hoses, nozzles, sprays, and controller keys as required. f. Any damages to system caused by Contractor's operations shall be repaired without charge to the Owner. Repairs shall be mode within one watering period. g. It will not be the responslbHity of the Contractor to poy for heads requiring placement, but he wTII be responsible for the labor involved. Heads shall be of the exact type as previously Installed. Substitution will be allowed only with prior approval of City. K. ADDITIONAL WATER LINE NOTES 1. Warning tape. All PVC potable water piping installed within the same project limits as the private reclaimed water piping shall be Installed In accordance with the uniform plumbing code and all other local governing codes, rules. and regulations. the pipe shall be continuously ond permanently marked with the manufactures name or trademark, nominal size, and schedule or class Indicating the pressure roting. In addition, all PVC potable water piping shall be blue or shall be white with blue stenciling appearing on both sides of the pipe with the marking "POTABLE WATER" in 5/8• letters repeated every 12 inches and blue tape identifying it os a potable water line ond stating "CAUTION: WATER +LINE BURIED BELOW". The plastic warning tape shall be prepared with silver printing on a purple field having the words "CAUTION RECLAIMED WATER LINE BELOW". The overall width shall be 3 inches. Warning (caution) tape shall be as monufqctured by Thor Enterprises, Inc. or eq. Warning tapes shall be installed directly on top of the pipe longitudinally and shall be centered. The warning tape shall be installed continuously for the entire length of the pipe and shall be fastened to eoch pipe length by plastic tape banded around the pipe with fasteners no more then five feet apart. Toping attached to the sections of pipe fore la)'ing in the trench shall hove flops sufficient for continuous coverage. All risers between the mainline and control valves shall be installed with warning tape. A second warning tape running continuously above piping to be installed 12 inches above reclaimed water line. 2. SEPARATION BETWEEN WATER, SEWER, RECLAIMED WATER LINES AND OTHER UNDERGROUND UTILITIES Horizontal and vertical separation of water, reclaimed water and sewer mafns shall adhere to State of Colifomia Department of Environmental Health •criteria for the Separation of Water Mains and Sanitary Sewers". a. Horizontal Separation: Ten (10') foot minimum separation between water. sewer, and reclaimed woter mains shall be maintained. Any special situation requiring less separation wm require District approval. b. Vertical Separation: Twelve (12") inches minimum separation between water, sewer, and reclalmed woter shall be maintained at all crossings, all crossing should be at 90 degree angles horizontally. Normally, water, sewer, and reclaimed water shall be located horizontally from the streets finish grade surface In the order of the higher quality, I.e., water shall be above reclaimed, reclaimed above 1anitory sewer. HI. LANDSCAPE PLANTING A. SCOPE OF WORK 1. This work shall consist of performance of eoA preparation, planting and hydroseeding of those materials called out on the plans and installation of material per the details depicted on the plans. Bid price for this work shall include all labor, materials, tool and equipment costs as well as any other appurtenances necessary for the completion of this project. B. PLAN 1. The pion is diagrammatic. All plant material locations shown are approximate. Plant symbols toke precedence over quantities. C. MATERIALS 1. PLANTS a. All plants sholl be healthy, of normal growth, well rooted and free of diseases and pests. Quollty and size shall conform to the stole of California Grading Code of nursery stock. number one grade. b. Plant materiel shall not be root-bound. Owner reserves the right to reject any and all material found to be defective. Defective material shall be removed from site and replaced with acceptable material at Contractor's expense. c. Contractor shall be responsible for damage to plant material due to negllgence or irrigation system failure durlng construction or during the maintenance period. 2. SEED a. All seed is to be delivered to the job site unmixed and in separate sealed containers. Each sealed container shall bear the seed suppliers togs indicating the container weight, seed type, purity and germination. b. All seed shall be labeled according to State and Federal Seed Lows. c. A sample of each seed type shall be drawn and held for testing before seeding operations. lf any discrepancy between specifications and germination material is discovered, Contractor shall pay for seed tests by Ransom Lobs (805) 684-3427, and shall replace seeded area with specified mix. D. SOIL PREPARATION 1. Planting areas of 4: 1 slope or less shall be ripped or serrated to a depth of six: (6) inches in o horizontal direction prior to any planting or irrigation installation. 2. Backfill mix and amendments shall be as specified from soil tests. All backfill and amendments sholl use native soil as a mix base. For bid purposes use: 7 ports on-site native soil 3 ports composted organic soil amendment -S}'Tlogro or equal 17 lbs 12-12-12 NPK fertilizer per cubic yard 2 lbs iron sulphate per cubic yard Contractor shall be responsible for obtaining son tests and preparing backfill m he per soil test recommendations. Submit soil test results to City Inspector for approval prior to soil amending and/or backfilling. 3. General soil preparation for areas which are less than a 2: 1 gradient (amount per 1000 square feet) 4 cubic yards Synogro -Recyc SoH Conditioner 1-909-371-3929 50 lbs. Humate Plus -TriC Enterprises 1-800-927-3311 25 lbs. granular fertilizer 50 lbs. Ag Gypsum 10 lbs. Soil Sulfur 4. Top dress all slope areas 2: 1 or steeper with the following lightly rocked into soil approximately 1"-2" depth -(amount per 1000 square feet) 6 cubic yards Synagro-Recyc Soil Conditioner 1-909-371-3929 1 o lbs. son Sulfur 1 gallon Plants Choice SR (sprayer applied) -Plants Choice 1-619-661-6712 E. PLANTING 1. General a. Set pion\ plumb and hold rigidly In position until soil has been tamped firmly around ball or roots. b. Use only specified backfill mix for bockfill of planter pit. c. Bockfill pit with mix to half its depth and woter thoroughly. Bock fill remainder of pit with mix. Top down firmly to eliminate all air pockets. Do not compact. d. Construct watering basins equal to diameter of pit excavated for planting plant material. Depression of each basin shall be capable of holding a depth of 3 Inches of water. e. After watering, any settlement within basins shall be refilled to required grade with prepared soil. 2 Container-Grown Plants a. Con removal: Do not Injure root ball. Carefully remove plonts without ln)Jry or damage to root boll. After removing plant. superficially cut edge-roots with knife on three sides. b. Box removal: Remove bottom of plant boxes before planting. Remove sides of box without damage to root ball ofter positioning plant and partially backfilling. e. Dig planting holes to accommodate root bolls os per detail on plans. d. Hand bockflll ond hand tomp leaving a slight depression around plants. F. STAKING OF TREES 1. Stoke designated trees as per detail, with minimum of one stoke on windward side of tree. G. GENERAL 1. Maintenance for all palm plantlng areas will be for a minimum of 120 days exclusive of other maintenance requirements for the project. The Contractor shall also follow direct maintenance as specified. Refer to Specification Section J for cdditionol information and direction. 2. Mulch Application a. All planting oreoa, with the exception of areas with slope gradients in excess of 25% (4:1 and greater) shall receive a 3" layer of mulch. b. Mulch material shall be recycled tree trimmings containing no gross, weed seed, trash or other contominents. Screened 3" to 3/8" fines. Available through Synagra-Recyc 1-909-371-3929. Submit sample to City Inspector for approval priorto bulk delivery to job site. c. Additional mulch oppllcatlan may be required during maintenance/establishment to maintain 3" layer depth due to settling and compaction. H. GUARANTEE All shrubs ond trees shall be guaranteed by the Cootroctor for the following lengths of time upon completion of the specified maintenance period: 1. AU trees and shrubs for duration of maintenance period. 2. /\II one gallon shrubs -120 cloys. 3. All five gallon trees and shrubs -120 days. 4. All 15 gallon trees and larger -180 doys. THE LIGHTFOOT PLANNING GROUP 702 CIVIC CENTER DRIVE OCEANSIDE, CA 92054 (760)722-1924 FAX:(760) 433-7511 APPROVED FOR PLANTING ;~ .... AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE INITIAL PLANNING SITE DESIGN LANDSCAPE ARCHITECTURE ENGINEER OF WORK REVISION DESCRIPTION I. MAINTENANct: 1. The entire project shall be completely and satisfactorily maintained for a period of 120 calender days. The Contractor shall call for the start of estobllshment/maintenace once the project is substantially complete -(100% hordscope, flatwork and furnishings installed -95% Planting & Irrigation installed). Establishment and maintenance period shall commence upon the date of completion of the work, as authorized in a written notlce from the Landscape Architect ofter a 'start of establishment period' inspection hos been completed by the Owner's representative and all punch list items have been corrected by the Contractor. 2. Maintenance shall consist, but not be limited to, the following: a. Core and maintenance of plant basins for container stock. Removal of known noxious weeds from project area. b. Replacement of diseased or dead container stock. c. Clearing of drainage structures of debris that might Impede the flow of water through them. d. Weekly edging & mowing and/or inspection of all turf areas. e. Removol of oil trash. deblrs and plant lltter from site. f. Cleaning, brush or power washing of flotwork and furnishings ot least one time, or more If directed by the Owner or Londseope Architect. g. Contractor shall be responsible for protecting the work from vandalism and occidental damage, damage by frost or torrential roins. Any domage shall be promptly repaired at no odditionol cost to the Owner. h. Contractor is responsible for all repairs or replacements caused by acts of vandalism, including removal of graffiti, and/or refinishing as required. i. Contractor shall inspect the site no less than once per week during the maintenance period. 2. Final Acceptace a. The Contractor shall show evldence to the Landscape Architect that the Owner hos received all required manuals, accessories, maintenance recommendations, etc. before final inspection can occur. b. Notification by the Contractor shall be made in wrlttlng to the Landscape Architect ot least seven {7) calender days prior to final inspection for acceptance. The final inspection of the work shalt be made in the presence of the Owner's representative and the City Landscape Inspector ot the time the work is completed. I SH~ETI CITY OF 1CARLSBAD PLANNING ll)EPARTMENT SPEC/fiCATIONS FOH: LA COSTA FAIRWA rs DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL (LA COSTA FAIRWAYS CONOOMINIUMS} ASSISTANT PLANNING DIRECTOR DWN Br CHKD BY: RVWD BY: 1.0 JT JT PROJECT NO. CT 02-27 DATE DRAWING NO. 414-SL