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HomeMy WebLinkAboutDWG 553-2L; CDP 2025-0004; FORREST RESIDENCE TAMARACK AVENUE; 01-11NOTE: A SEPARAlE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PROTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY. BACKFLOW PREVENTER TESTING: ALL IRRIGATION BACKFLOW PREVENlERS SHALL BE 1ES1ED BY A CERTIFIED 1ES1ER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WAlER DISTRICT. PIPE BETWEEN THE MElER AND BACKFLOW PREVENlER SHALL BE 'SCHEDULE K HARD COPPER'. APPROVED CONTRACT BACKFLOW 1ES1ERS CAN BE FOUND BY CAWNG (442) 339-2722. INSPECTION PROCEDURES: THE INSPECTION OF THE PROJECT SHALL BE COMPLElED BY THE LANDSCAPE ARCHllECT OF WORK, OR THE LANDSCAPE ARCHllECT OF WORK'S DESIGNAlED AGENT. UPON THE APPROVAL OF THE INSTALLATION BY TI-IE LANDSCAPE ARCHllECT OF WORK, THE LANDSCAPE ARCHllECT OF WORK WILL CERTIFY THE INSTALLATION WAS COMPLElED BY SUBMITTING THE CERTIF1CA1E OF COMPLETION LANDSCAPE INSTALLATION, P-25 (D) FORM. EMAIL THE FORM TO THE CITY'S LANDSCAPE ARCHllECTURE CONSULTANT -GLEN BROUWER (Glenotrib-la.com). AFlER THE LANDSCAPE ARCHllECT OF WORK EMAILS THE P-25(D) FORM, THEY SHOULD REQUEST THE LANDSCAPE INSPECTION BY THE CITY'S LANDSCAPE ARCHllECTURE CONSULTANT. PRIOR TO BEGINNING 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 PROlECT ALL UTILITIES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. PRIOR TO OCCUPANCY: PLEASE PROVIDE ALL THE CLOSE-OUT DOCUMENTS REQUIRED PRIOR TO OCCUPANCY. DOCUMENTS INCLUDE: A.CERTIFICAlE OF COMPLETION (P-250 FORM).B.IRRIGATION SCHEDULESC.MAINlENANCE SCHEDULESD.SOILS REPORTE.CERTIFICATION FOR CITY PROJECT RELEASE (P-25E FORM)F.IRRIGATION AUDIT REPORTG.HYDROZONE DIAGRAM. A REDUCED, LAMINAlED COPY SHALL BE PROVIDED TO OWNER AND STORED WITH THEIRRIGATION CONTROLLER PRIOR TO OCCUPANCY CITY RELEASE (FOR PROJECTS WITH NO BONDS OR SECURITIES) AND/OR SECURITY RELEASE THE LANDSCAPE ARCHllECT OF WORK SHALL REVIEW/INSPECT THE PROJECT S AND PROVIDE A CERTIFICATION LETlER, AND AN IRRIGATION SCHEDULE AND LANDSCAPE AND IRRIGATION MAINlENANCE SCHEDULE AS REQUIRED BY THE CITY WAlER ORDINANCE AS FOILLOWS: A.PRIOR TO OBTAINING OCCUPANCY, THE LANDSCAPE ARCHllECT OF WORK SHALL REVIEW/INSPECT THE PROJECTINCLUDING ALL AREA SURROUNDING EACH PHASE AND SUBMIT THE 'CERTIFICATION OF COMPLETION' FORM ASAVAILABLE THROUGH THE CITY. (FORM P25-D). ALSO PROVIDE AN IRRIGATION SCHEDULE, LANDSCAPE ANDIRRIGATION MAINlENANCE SCHEDULE, AND SOILS ANALYSIS REPORT WITH RECOMMENDATIONS AS REQUIRED BY THECITY WA lER ORDINANCE AS FOILLOWS:1)AN IRRIGATION WAlERING SCHEDULE SHALL BE PREPARED BY THE PROFESSIONAL OF RECORD FOR ALLLANDSCAPE PROJECTS SUBJECT TO THE WA lER EFFICIENT LANDSCAPE ORDINANCE. THE SCHEDULE SHALL BESUBMITlED TO THE CITY PRIOR TO GRANTING A PERMIT OF OCCUPANCY AND SHALL INCLUDE THE FOLLOWINGINFORMATION:1)a. A DESCRIPTION OF THE AUTOMATIC IRRIGATION SYSTEM THAT WILL BE USED FOR THE PROJECT.1)b. THE ETo DATA RELIED UPON TO DEVELOP THE IRRIGATION SCHEDULE, INCLUDING THE SOURCE OF THE DATA.1 )c. THE TIME PERIOD WHEN OVERHEAD IRRIGATION WILL BE SCHEDULED AND CONFIRM THAT NO OVERHEAD IRRIGATIONSHALL BE USED BETWEEN 6: ODAM AND 10: OOPM 1)d. THE PARAMElERS USED FOR SETTING THE IRRIGATION SYSlEM CONTROLLER FOR WAlERING TIMES FOR:i.THE PLANT ESTABLISHMENT PERICOii.ESTABLISHED LANDSCAPINGiii.lEMPORARY IRRIGA lED AREASiv.DIFFERENT SEASONS OF THE YEAR.1)e. THE CONSIDERATION USED FOR EACH STATION FOR THE FOLLOWING FACTORS;i.THE DAYS BETWEEN IRRIGATIONSii.STATION RUN TIME IN MINUlES FOR EACH IRRIGATION EVENT, DESIGNED TO AVOID RUNOFF.iii.NUMBER OF CYCLE STARTS REQUIRED FOR EACH IRRIGATION EVENT, DESIGNED TO AVOID RUNOFF.iv.AMOUNT OF WATER TO BE APPLIED ON A MONTHLY BASIS.v.THE ROOT DEPTH SETTINGvi.THE PLANT TYPE SETTINGvii.THE SOIL TYPEviii.THE SLOPE FACTORIx. THE SHADE FACTORB.A MAINlENANCE SCHEDULE FOR THE LANDSCAPING AND IRRIGATION SYSlEM SHALL BE PREPARED FOR ALLLANDSCAPE PROJECTS SUBJECT TO THE WAlER EFFICIENT LANDSCAPE ORDINANCE. THE SCHEDULE SHALL BE SUBMITlED TO THE CITY PRIOR TO GRANTING A PERMIT OF OCCUPANCY AND SHALL INCLUDE PROVISIONS FOR THE FOILLOWING: 1)GENERAL LANDSCAPE AND IRRIGATION MAINlENANCE. THE SCHEDULE SHALL PROVIDE FOR ALL OF THE GENERALLANDSCAPE AND IRRIGATION MAINlENANCE REQUIREMENTS.2)WAlER EFFICIENT LANDSCAPE MAINlENANCE. IN ADDITION TO THE GENERAL MAINlENANCE REQUIREMENTS, THEMAINlENANCE SCHEDULE FOR LANDSCAPE PROJECTS THAT ARE SUBJECT TO THE WAlER EFFICIENT LANDSCAPEORDINANCE SHALL INCLUDE PROVISIONS TO:3)MAINTAIN AND OPERA 1E THE LANDSCAPE AND IRRIGATION SYSlEM ON THE PROPERTY CONSISlENT WITH THEMAWA.4)MAINTAIN THE IRRIGATION SYSlEM TO MEET OR EXCEED AN IRRIGATION EFFICIENCY NECESSARY TO MEET MAWA.5)REPLACE BROKEN OR MALFUNCTIONING IRRIGATION SYSlEM COMPONENTS WITH COMPONENTS OF THE SAMEMATERIALS AND SPECIFlCA TIONS, THERE EQUIVALENT OR BETlER.6)ENSURE THAT WHEN VEGETATION IS REPLACED, REPLACEMENT PLANTINGS ARE REPRESENTATIVE OF THEHYDROZONE TO WHICH THE PLANTS l'ftRE REMOVED AND ARE TYPICAL OF THE WA lER USE REQUIREMENT OF THEPLANTS REMOVED, SO THAT THE REPLACED VEGETATION DOES NOT RESULT IN MIXING HIGH WAlER USE PLANTSWITH LOW WA lER USE PLANTS IN THE SAME HYDROZONE.C.SOILS ANALYSIS REPORT AND RECOMMENDATIONS. A SOILS REPORT AND RECOMMENDATIONS SHALL BE SUBMITlEDTO AND APPROVED BY THE CITY. IF GRADING IS NOT REQUIRED ON THE PROJECT, THE REPORT SHALL BESUBMITlED WITH THE LANDSCAPE DOCUMENTATION PACKAGE. IF THE PROJECT INCLUDES MASS GRADING OF THESllE, THE SOIL REPORT AND RECOMMENDATIONS SHALL BE SUBMITlED WITH THE CERTIFICAlE OF COMPLETION.1)THE SOIL ANALYSIS SHALL INCLUDE INFORMATION ABOUT THE SOIL lEXTURE, SOIL INFILTRATION RAlE, pH, TOTALSOLUBLE SALTS, SODIUM AND PERCENT ORGANIC MATlER. SOIL SAMPLE SHALL BE TAKEN FROM ENOUGHLOCATIONS ON SITE TO REPRESENT AN ADEQUA 1E CROSS SECTION OF CONDITIONS. IN PROJECTS WITH MULTIPLELANDSCAPE INSTALLATIONS OR A LARGE LANDSCAPE PROJECT OF MORE THAN 10,000 s.f., A SOILS SAMPLINGRA 1E OF 1 IN 7 LOTS OR 15" IS AN ADE QUA 1E CROSS SECTION OF CONDITIONS.2)THE REPORT SHALL IDENTIFY ANY RECOMMENDED SOIL AMENDMENTS, TYPE AND QUANTITY THAT MAY BENECESSARY TO FOSlER PLANT GROWTH AND PLANT SURVIVAL IN THE LANDSCAPE AREAS.3)THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE IN CORPORA lEO INTO THELANDSCAPE PLANS AND SHALL BECOME A PART OF THE APPROVED PLANS, ALSO PRIOR TO OCCUPANCY: THE LANDSCAPE ARCHllECT OF WORK SHALL REVIEW/INSPECT THE PROJECT ANO PROVIDE A CERTIFICATION LETlER FOR RELEASE OF SECURITIES (CITY FORM P25-E) AND THE FOLLOWING: 1.THE SECURITY RELEASE LETlER SHALL CERTIFY THAT HE OR SHE HAS INSPEClED THE WORK AND THAT THEPROJECT COMPLIES WITH THE FOLLOWING CONDITIONS: 1. 1. HAS BEEN MAINTAINED IN SUBSTANTIAL CONFORMANCE TO THE APPROVED PLANS.1.2. IS GROWING IN A HEAL THY AND THRIVING CONDITION. 1.3. ALL PLANTINGS REQUIRED UNDER SECTION 7 OF THE LANDSCAPE MANUAL HAVE BEEN ESTABLISHED AS AN EFFECTIVE SURFACE EROSION CONTROL 1.4. THERE IS NO EVIDENCE OF EXCESSIVE RUN OFF FROM THE IRRIGATION SYSlEM CAUSING AN EROSION CONTROL PROBLEM. 1.5. PRIOR TO RELEASE OF SECURITY, THE APPLICANT SHALL SUBMIT A LANDSCAPE IRRIGATION AUDIT THAT VERIFIES WAlER USE IS WITHIN THE PARAMElERS OF WHAT WAS APPROVED ON THE PROJECT. THE AUDIT SHALL BE CONDUCTED BY A THIRD PARTY CERTIFIED LANDSCAPE IRRIGATION AUDITOR. LANDSCAPE AUDITS SHALL NOT BE CONDUClEO BY TI-IE PERSON(S) WHO DESIGNED THE LANDSCAPE OR INSTALLED THE LANDSCAPE. 1.6. A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPT WITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES. C.\DRA.., FUS\1111,E SHEEIS\lOOOU>WO 7/'llJ/'lD',O 1. 2. 3. 4. 5. LANDSCAPE PLAN TAlVIARACK AVE. LOT (APN 207-120-68) VICINITY MAP CITY OF OCEANSIDE HIGHWAY 7B \'\ E NOT TO SCALE illo 1l CITY OF VISTA () 0 �-,., ROA AR �o{i! RO� CITY OF SAN MARCOS � To 1-5 Gv /,,.� � ... ·•·. ,•:.·.·.··,•:.',,,tPACIFIC Al/c. OCEAN CITY OF ENCINITAS Slopes CITY OF CARLSBAD NOTES Slopes 6: 1 or steeper requiring erosion control measures as specified herein shall be treated with one or more of the following planting standards. a.Standard #1 -Cover Crop/Reinforced Straw Matting:Cover crop shall be a seed mix typically made up of quick germinating and fast coveringgrasses, clovers and/or wildflowers. Submit the specific seed mix for City approval prior toapplication. The cover crop shall be applied at a rate and manner sufficient to provide 90%coverage within 30 days. 6. Type of erosion control matting shall be as approved by the City and staked to the slope as recommended by the manufacturer. On slopes 3 feet or less in vertical height where adjacent to public walls or streets: When planting occurs between August 15 and April 15, erosion control matting shall be required. During the remainder of the year, the cover crop and/or erosion control matting may be used. On slopes greater than 3 feet in height, erosion control matting shall be required, and a cover crop shall not be used, unless otherwise approved by the City. b.Standard #2 -Ground CoverOne hundred percent (100%) of the area shall be planted with a ground cover known tohave excellent soil binding characteristics (planted from a minimum size of flatted materialand spaced to provide full coverage within one year). c.Standard #3 -Low ShrubsLow spreading woody shrubs (planted from a minimum of 1 gallon containers) shall cover aminimum of seventy percent (70%) of the slope face (at mature size). d.Standard #4 -Trees and/or Large ShrubsTrees and/or large shrubs shall be (planted from a minimum of 1 gallon containers) at aminimum rate of one (1) per two hundred (200) square feet. Slopes -6:1 or steeper and: a.Three feet (3 feet) or less in vertical height and adjacent to public walks or streets requireat minimum Standard #1. b.Three feet (3 feet) to eight feet (8 feet) in vertical height require Standards #1 (erosion·control matting shall be installed in lieu of a cover crop), #2 and #3. c.In excess of eight feet (8 feet) in vertical height require Standards #1 (erosion controlmatting shall be installed in lieu of a cover crop), #2, #3 and #4. DI RT LOCATION MAP \'-:-le Ory" o,eo. OeS �0 / L. cl' % "" �� 'i. Magnolia Athletic Field 1 Valley Middle School Track q\ c, '<>-"""e ;e � �� V % \"'· :I, 1, q I <?, I I 1 To El Camino 0, <l Real \_-1 NOT TO I SCALE Schedules Prior to the 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 plan1ing and irrigation. The schedule shall show timing of construction of free-standing, retaining and crib walls immediately after rough grading as each location is achieved. Irrigation and planting shall take place as grading progresses. Installation of irrigation as shown on the approved plans shall commence within 1 0 days of the time when each slope is brought to grade as shown on the approved grading plans. Planting and irrigation for the slope areas shall be completely installed, as shown on the approved plans, within 30 days after the irrigation installation first commences. ��MDSCAp � �<;, s\.\ERM�,i, '1'2 0°" 0"' '<, <', <'.'� /1\ DIAL TOLL FREE � - 0 "' !;, •,,,� ;;, ) ,_ '...; 1 -800 ,422. 4133 AT LEAST Tli\iO D.A.YS 8':FORE YOU DIG E/30/28 DATE INITIAL DRAWING INDEX: SHEET TITLE SHEET NUMB£F? TITLE SHEET 1 /RR/GA TION HYDROZONE PLAN 2 DEMO ANO MA/NT MAPS /RR/GA TION PLAN ·--/RR/GA TION DETAILS /RR/GA TION DETAILS 3 4 5 6 LANDSCAPE TECHNOLOGIES landscape Orchl/ec1ure Irrigation design !RR/GA TION DETAILS 7 3685 Vista Campana N. !RR/GA TION SPECIF/CATIONS 8 Unit 41, Oceanside Cl\ 92057 760 809.3241 · -PLANTING PLANS 9 PLANTING DETAILS 10 PLANTING SPECIF/CA T/ONS 1 7 TOTAL NUMBER OF S/-!EETS 11 DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE: THAT I AM THE: LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT IHA VE: E:XE:RCISE:D RESPONSIBLE: CHARGE: OVER THE: DESIGN OF THIS PROJECT AS DEFINED INSECTION 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 TH£ CITY OF CARLSBAD AND SAN DIEGO COUNTY D£PARTM£NT OF £NVIRONM£NTAL HEALTH ANDQUALITY IS CONFINED TO A R£V1£W ONLY AND DOES NOT RELIEVE: M£, AS TH£ UC£NS£DD£SIGN£R OF WORK, OF MY R£SPONSIB/LJTl£S FOR PROJECT DESIGN. THE:5£ PLANS HAVE: BE:£N PREPARED IN SUBSTANTIAL CONFORMANCE WITH TH£ APPROVED LANDSCAPE CONCEPT PLAN, WA T£R CONS£RVA TION PLAN, FIR£ PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL R£LA TED TO LANDSCAPING. 4/10/26 ��< PHONE NO: ( ..lfill.) ...,8""0""9_-...,3"'2.,.4....,1 ____ _ REGISTRATION NO: 7887 EXPIRATION DAT£: 6/28 --------- WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WAlER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS::�. THE. NDSCAPE MANUAL I CERTIFY THAT THE PLAN IMPLEMENTS THOSEREGULATIONS TO PROVIDE EFFICIENT us{/2'-�R. (BY: •4 10 26 " ( 1/'tl t SIGNED UNDER PENAL TY OF PERJURY PHONE NO: (..l§Q) _..8""0""9_-,...3..,2.,.4..,1 ____ _ REGISTRATION NO: 2887 EXPIRATION DAT£: __ 6_/_2_8 _____ _ PREPARED BY: CALIFORNIA LANDSCAPE TECHNOLOGIES STEVEN SHERMAN, PLA 2887, CLIA, QWEL 3685 VISTA CAMPANA N. UNIT 41 OCEANSIDE, CA 92057 cltlandarch@gmail.com APPRO VEO rOR 760.809.3241 /RR/GA TION ANO PLAN TING ONLY, INCLUDING PRECISE LOCATION Or PLANTING AREA. "AS BUILT" RCE EXP. DATE REVIE\JED BY, INSPECTOR DATE I SH�ET 11 CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: TITLE SHEET FORREST RESIDENCE TAMARACK AVENUE F APPROVt.D={:A.1),1,, $J,,, , ,{;,{_1? [itp. PLANNING Hv Df,,TE IN\llf,,L DATE IN\llAL DVIN BY: PROJECT NO. DRAWING NO. UNOERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA • , -i!tlhw• <l';, ' / "'"'-'Ir o'<' E, OF CALI\: DESIGNER Of WORK CHKD BY: LPC2026,0007 553-2LREVISION DESCRIPTION OTHER f<PPROVAL aTY f<PPROVf,,L RVWD BY: DEV2024·0096 I / SITE \ \ / I \ \ \ --) (_ ·0 ~-- BY: ~" ' J I I .AzA ~ t2:B / 'dda:td : I -', , I 11 - '/ - - -TL• 1.,.kv''4/ 11 I ' ' . NORTH SCALE: 1 "=8'0" / . ' •• C:\DIIA- PID\ffllf: HrlS\l000(.D'II 7/'lll/'JD11 -- • ,· 4 ' 4 , . • ' ' ' WATER CONSERVATION PLAN LOW WATER USE HYDROZONE 1928 s. f. MODERATE USE HYDROZONE 373 s.f. TOTAL PLANTED LANDSCAPE 2301 s. f. APPENDIX F: WELO WORKSHEETS Hydrozone Table for Calculating ETWU L>lc:ase complete the hydrozone table(s). Cse as many tables as necessary. CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) Hydru1.urn..: Numbt:r (1 - 5 with SLA Zurn.: Beluw - ust: as 111:Lll)' tables :Ls Evapotranspiration Rate (ETo)* Conversion Factor (Step 1 x Step 2) Plant Factor (PF)** (From WUCOLS) (VLW -HW) (0.1-0.8) Area of Hydrozone (sq, ft.) (HA) {Step 4 x Step 5) Irrigation Efficiency (IE)*** {Step 6 • Step 7) {Total All Step 8 + Tola I SLA sq. ft. in Step 5) (Step 3 x Step 9) Estimated Total Water Use in gallons per year (E:TWU) -Total shall not exceed ETo* IVesr of l-5 = 40.0 Process 0.3 1928 578.4 0.8 ,8 723 9 956 10, 27.28 ' ., 2• 3 44 0.62 2/.28 0.5 373 186.5 0.8 233.13 0.00 956 X 956 E.lst of I-5 and lVest ufEJ C:1mino Real= 44.0E:,�·t of El Camino Real= 47.0 4. 5 26083 Applic.mt m,1},. prm-ide :1 different ET a if supported by doc11me1u:.1tio11 subj�t.-·t tu appruv:U by rhe City Planni'ng Dh:** Plant Factor & \Vilter Use 0.1 = VLW-VeiyLow lf'..·1ter Use Plants 0.3 = L W -Low W:lft.•r USe Plants 0.5 = tl-fW -Moderate \V.1ter Use Plants 0.8 = HW -High Water Use Plant.-. ***IE ft,ficro-spra_v = .80 Spray= .72 Rotor:=: .72 MP Rut:Jtur = .75 Bubbler:::::: .75 Dri = .80 City of Carlsbad Landscape Manual MAWA = ETo x Conv Foe. x ETAF x LA 44 X 0.62 X 0.45 X 2310 = 28,247.08 ALL WATER FOR IRRIGATION ON SITE SHALL BE POTABLE. NO RECYCLED WATER IS PROPOSED. 1 ' 2.THE LANDSCAPE PLANTING HAS BEEN DESIGNED TO USEWATER THRIFTY PLANTS FOR THE MAJORITY OF THEPLANTING. HYDROZONES SHALL BE PROVIDED TO WATERMODERATE AND LOW WATER REQUIREMENT PLANTS ONSEPARATE ZONES.3. 4. 5 . 6. 7. ALL IRRIGATION SHALL BE EFFICIENT USING EITHER DRIPOR ROTATING SPRINKLER NOZZLES. CONTROLLER SHALL HAVE WEATHER BASED "SMART CONTROLLER" TECHNOLOGY.AN IRRIGATION PLAN SHALL BE PROVIDED UPONAPPROVAL OF THE CONCEPT PLAN.DEEP MULCH SHALL BE UTILIZED IN ALL PLANTERAREAS.SEE MWELO CALCULATIONS ON THIS SHEET. RT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU CIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA c;,'<-'vr '- � �N�SCAp,,_ -1.;,¼� � ,? 0-5--CJ f...� 6'6' � - 0 � --.J � ./) .I A1 � ' 6/30/28 V --; �5'!li��w-/· "' / ,� �� EooF cA1-1,O CALIFORNIA LANDSCAP� TECHNOLOGIE /ondscapa orohflooture Irrigation design 3685 Vista Campana N. Unit 41, Oceanside CA 92057 760.809.3241 APPROVED FOR IRRIGATION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. HAS BUIL T H RCE EXP. DATE REVIEIJED BY, INSPECTOR DATE /1\. I SHiET 11 CITY OF CARLSBAD IPLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR:HYDROZONE PLAN FORREST RESIDENCE TAMARACK AVENUE APPROVED: (,,,/),1,r ,J.l✓,,,I, ul Fi(itR PLANNING V OWN BY: PROJECT NO. DRAWING NO. DAlE INITIAL DAlE INITIAL DAlE INITIAL REVISION DESCRIPTION CHKD BY: LPC2026-0007 553-2LDESIGNER Of WORK OlHER APPROVAL CITY APPROVAL RVWD BY: DEV2024-0096 ,.. / / / ,..,.. ,..,.. ,..,.. / / / / / / / / / / / / . . . . . / I / / / / / / / / / / / / / / / / .. • [g] I / / / / / / / / / / / / / / / I • .. -. . .-.. • . ... • • " . . ,· • . .. • .. I , - DI ~~~) }V l,v ( ___ ........ J . -I 11 11 I REMOVE TOPPED 20" CALIPER SWEETGUM SAVE 18" CALIPE •SWEETGUPROTECT IN PLA REMOVE 24" AND 18" CALIPER ASH REMOVE DENSE ACACIA AND POMEGRANATE SHRUBS I �.11 iJ ( ! -\ ;' ' I�'�/ _2:1 - JL ll REMOVE DENSE GROVE OF EUCALYPTUS STUMP SPROUTS, ALL UNDER 8" CALIPER - • ... • ... '·. : . ·. NORTH SCALE: 1 "=16'0" EXISTING PLANT CLEARING PLAN <, """'... FUS\ mu: SHEE1S\l000(.DI 1 /fl)/'JJ)l. . ., . .. .. 1 /\Mi>-RACK AVE. MAINTENANCE RESPONSIBILITY MAP DI · ..' NORTH SCALE: 1"=16'0" RT DIAL TOLL FREE 1 -800 -422 -4133 AT LEAST TWO DAYS BEFORE YCU D.G UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA \.�NDSCA i'io-'v ,;f''<, -\�sc\ERM��-1"& 1, v ,._¼ • "' CA ) :; v'.) I .....l r,i L • � -r'l •• 6/30/28,,,,w··' ,-, �0,&1. '-... '·" / ,'?-fl,-:;. OF CAll�O DATE INl11AL DESIGNER OF WORK /1\ DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL aTY APPROVAL CALIFORNIA LANDSCAPE TECHNOLOGIES londscope orchlfecture Irrigation design 3685 Vista Campana N. Unit 41, Oceanside CA 92057 760.809.3241 APPROVED FOR /RR/GA TION AND PLAN TING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE EXP, DATE REVIE'vlED BY• INSPECTOR DATE I SHiET 11 CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: DEMO/MAINTENANCE PLAN FORREST RESIDENCE TAMARACK AVENUE I APPROVED: {,J) /4(,( � p/PLANNING i OWN BY: PROJECT NO. CHKD BY:LPC2026-0007 RVWD BY: DEV2024-0096 r,pi '7lil.f. DRAWING NO. 553-2L I I ._.J ~ ,,--" ----~ ~ ---,--...,"'<. R -,~~ M 1/~ . . ' • : . \ ' ,· . . . . . . .• . ·- . ' ' . . . '.. ' -, .• : . ; · ... •. ·, . . . OF PROPERTY MAINTAINED AREA BY OWNER AREA OF RIGHT OF WA y MAINTAINED BY OWNER :~ 1 ~-~1F 1 ~7111==1 4 4 180 179 ----------------- ,. \ C:\j)RA'"'° FUS\1111£ SHEEIS\XlOOC.OWO 7/>IJ/'NIO .. ,. ,• .. .•'.\ �-:-� NEW RESIDENCE ·. ... .• • • • ,. . . 1ST FLOOR F.F. 178.74PAD 178.1 1644 TAMARACK AVE. APN: 207-120-68 • t b ' ' ' • • j: a' ' {', ,, " ' 4 [gJ \ --s:---:1--;;,.----;r-,_ 0.8 5 0.6 4 2.0 3 1 " 1" 4.2 • ",, .• rr_ F=�.====!1=-� I i 1Y," i 0' ' ! •-1 \ ' .. i ' :o· 101 I • LC) 0>1 I IL ��� • 1, OJ �- II Z\ U', _Ix o,301 1 i:J\t.u I •O::,ZI c) I L--� r /). I il D •fl >--� /). �-I>�/). ci Q'.• LLJ 4 Cl(') I /k"CJ:: . "CJ:: ·25::2: (j .OD \1 ·< 8"/ °><.!> LLJ � /). 4 Cl � L11). I )<_ [> I>LLJ LLJ 4 I> 3'. 4 :s:: -4 a !> c::1 /). 4G5 I> 4 4 > [> 4 !> /)\ \ / :'1 WAJER SERVICE / 1 , FOR 1644 TAMARACK / II I I I I I SEE ENLARGED DETAIL/ 11 / THIS SHEET / !; ; I I IRRIGATION SCHEDULE f- SYMBOL � 0. 800 A 3C0 F -0-0,25 C.50 SYMBOL '°' !QI 1" Cl □0.5 1.0 2.C 4.0 6.0 .MANUFACTL..REl</MO:;JEJDESCR!PT.ON Hunter MP800SR PROS-12-PRS30-CV Shrub Rotator, 12in. pop-up with check valve, pressure regulated to 30 psi, MP Rotator nozzle on PRS30 body. ADJ=Orange and Gray ( arc 90-210), 360=Lime Green and Gray ( arc 360) Hunter RZWS-SLEEVE-18-CV 18in, long RZWS with Filter Fabric Sleeve, .25 gpm or .50 gpm bubbler options, Check Valve, 1 /2in. swing joint for connection to 1 /2in. pipe MANUFAC7LJREl</MODEL../DESCR,PTION Hunter ICZ-101-25-LF Drip Control Zone Kit. 1 in. ICV Globe Valve with 1in. HY100 filter system. Pressure Regulation: 25 psi. Flow Range: .5 GPM -15 GPM. 150 mesh stainless steel screen. Netafim TLSOV Netafim TLSOV-1 /2in. manual flush valve, barbed insert. Install in 1 Din. box, with adequate blank or in.cobrain. tubing to extend valve out of valve box. 2/3 in fits Techline HCVXR, HCVXR-RW/RWP, CV, DL, RW and RWP driplines, and PE irrigation hose Hunter HEB 1 /2in. Female Threaded Point Source Drip Emitter. Color coded emitters for flow rates of 0.5 GPH -6.0 GPH. Recommended Pressure from 20 psi-50 psi. Optional diffuser cap (HE) available for higher flows and clog protection. On IH-12 Riser Area to Receive Dripline Netafim TLCV-04-12 PSI 30 30 PS 30 -Techline Pressure Compensating Landscape Dripline with Check Valve. 0.4 GPH 30 TO Fl RE r-----JI SPRINKLERS SIDEWALK BFD emitters at 12" O.C. Dripline laterals spaced at 12" apart, with emitters offset for triangular pattern. 17mm. <1-----!TO DOMESTIC HOUSE BF Jt---1 IRRIGATION REDUCED PRESSURE BACKFLOW PREVENTER PER W-6 POC POINT OF CONNECTION IRRIGATION �--r-----'lf-------1 DOUB LE CH ECK VALVE PER W-5 CURB w �-. NEW RESIDENTIAL WATER METER PER W-3 NON-CONTIGUOUS DTL C/5 L/7 A/5 D/6 K/6 M/7 G/6 B/5 SYMBOL [gJ MANUFACTUREl</MODEL../DESCRIPT!ON Hunter PGV-101 G 1 in. Plastic Electric Remote Control Valve, for Residential/Light Commercial Use. Female NPT Inlet/Outlet. Globe Configuration, With Flow Control. Superior B402 Bent Nose Garden Valve. 3/4in. x 1in. Female NPT Hose Bibb, Red Brass. Landscape Products Inc. BBV 1in., 1-1/4in., 1-1/2in. Full Port Brass Ball Valve. Febco 825Y 1" Lead Free Reduced Pressure Backflow Preventer. See detail W-6 Hunter PHC-1200 Wi-Fi enabled, full-functioning controller with touchscreen, 12-Station fixed controller, 120 VAC, Outdoor model. Hunter WSS-SEN Wireless Solar, rain freeze sensor with @ outdoor interface, connects to Hunter X-Core and ACC Controllers, install asnoted. Includes gutter mount bracket.Module not included.P� Point of Connection 1 1 / 4" ---- City of Carlsbad Water 442.339.2420 Irrigation Lateral Line: PVC Schedule 40 Irrigation Mainline: PVC Schedule 40 Pipe Sleeve: PVC Schedule 40 Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall allow for irrigation piping and their related couplings ta easily slide through sleeving material. Extend sleeves 18 inches beyond edges of paving or construction. Sleeves shall be minimum Valve Callout �---..,------Valve Number {.�___!_#:..:_�# �- --Valve Flow\£:/-<------Valve Size 2x line size. I B FDI USC approved double check valve assemblyw / ! turn ball valves and test cocks per W-5 lvvl Water meter provided by City per W-3 DTL A/5 D/6 K/6 A/5 H/6 A/5 F/6 W6/5 E/6 K/6 J/6 J/6 1/6 W5/5 W3/5 CALIFORNIA LANDSCAPE TECHNOLOGIES landscape archttecture lrrlgaffon design 3685 Vista Campana N. Unit 41, Oceanside CA 92057 760.809.3241 APPROVED FOR /RR/GA T!ON AND PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF" PLANTING AREA. "AS BUILT" RCE __ _ EXP,----DATE REVIE'w'ED BY• _________ , -� ,._ ____________________________ __.PROPOSED WATER METER POINT OF CONNECTION DETAIL INSPECT□R DATE NORTH SCALE: 1 "=8'0" RT DIAL TOLL FREE 1 - 800 -422 -4133 AT LEAST TV\10 DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA I SH:ET II CITY OF CARLSBAD1-----1---+-------------------+--+----1---1 . PLANNING DIVISION 1----1----+----------------1-----1---+---+----t f------t---+-------------------+--+----1---1 LANDSCAPE IMPROVEMENT PLANS FOR: ..-----=-�c::------1 IRRIGATION PLAN 1----+--+-----------1---+---t---+----1 FORREST RESIDENCETAMARACK AVENUE 1---4---1--------------+----+----+----+----1 I-AP_PR_o_VE_o:�&1�h�'dt..........,,,...{h..,..,_@�,:✓,_,0 ___ u/ '7(i(( I 1-----1---+-------------------+--+----1---1 _PLANNING /I ::;D�WN��BY:::;:::::: _= _=_ =_ =_ �-;::::::==P =R=o=JE=c=T= N =o=.=::::::;;=o=R=Wt=N= G = N =o:::::. DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OniER APPROVAL CITY APPROVAL CHKD BY: ---LPC2026-0007 A553-2LRVWD BY: DEV2024-0096 t, --~ ' ' 0 ' , 01- •• ' • ' ' ' ' ~ ' ' • • ' ' -, ' j I ! . z cl cl /) ! ' I I I I I I ' \ J ! .. l I~ . "II' ,n i \ i\ ct: Cl . .._J f-­/), < ts i ' ' \ ' \ \ ·' DI , ' , • I I ~ /1,~t-lDSCAp; " it· c;\\E /" ,t -1,;,e> c.,l<,'/2 t -, <?,, ~ -'-·~; "' c-1 ~ "'"6 ' -' "' ◄ ~ .... ""2 :?i ,, 6/30/28 ~ s-l-i~~ J* "-"", ... ~OF Cf>,Ll"o'<' I /1\ I I l I I l I 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 I I I I I I I I I I I I I I I 11 II I A METER LAY LENGTH METER LENGTH SIZE 5/8" 7-1/2'' 6 I :::, . N N 0.5% I 2' MIN. 3/4" g" 1" 10-3/4" --------------� I ---------------1 ------ ------ @ NOTES: 1.CONTRACTOR SHALL ADJUST ANGLEVALVE & METER BOX TO F.G. AFTERSIDEWALK IS INSTALLED & APPROVED.2.DISTRICT WILL SET METER AND BALL VALVE � 3.PIPING SHALL BE SOLID COPPER WITH NO I CURB & GUTTER STAMP OR CHISEL "w" OR "RW" JOINTS OR REPAIR COUPLINGS.r, .•• • ·,.· •. �.,. 7"F���Z<Z�0-4.TAP TO MAIN TO BE MINIMUM OF 24" FROM • -�-�'«f-«t. ·;.L.�_.-_ --:-.--r NEAREST COUPLiNG, FITTING, VALVE, BELL ====:.�:!i!'i!: ((( c. • •• OR OTHER TAPS. ,.Y. 5.POSITION ANODE MIDWAY BETWEEN DETAIL PIPELINE ANO METER BOX. NON-CONTIGUOUS SIDEWALK 6.INTERIOR OF METER BOX SHALL BE CLEAR OFDEBRIS AND ANGLE METER STOP FULLY EXPOSED.7.ALL METERS SHALL HAVE SEPARATE SERVICE TO MAIN.8.DO NOT INSTALL METER BOXES OR SERVICE IN DRIVEWAYS. ITEM DESCRIPTION SPEC IDWG 1 COPPER TYPE 'K' SOFT) 2 30 LB. ZINC ANODE WITH ANODE LEAD WIRE 3 OUTLET ON AC OR PVC MAIN 4 OUTLET ON DUCTILE IRON OR STEEL MAIN 5 1" ANGLE METER STOP 6 METER /BY DISTRICT) 7 BALL VALVE BY DISTRICTl 8 METER BOX AND COVER q 4" 6" DEPTH OF 3 /8 ROCK REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT 1 5/24 I" WATER SERVICE CONNECTION FOR 5/8", 3/4" B I" METERS DISIBICT ENGINEER RCE 559'4 STANDARD DWG. NO. 15057 WC-8 W 13 V/-12,,4 _ _.15099 7snqq 1 snnn 4/29/2 DATE W-3 CD PRIMARY MAINLINE. SEE PLAN FOR SIZE. 5 6 @ SUB-MAIN -SIZE VARIES. SEE SCHEDULE BELOW: MAINLINE SCHEDULE: 1-10 GPM 1"SCH.40 11-1 8 GPM 1-1/4"SCH.4019-25GPM 1-1/2"SCH.4026-39 GPM 2" CL. 31540-58 GPM 2-1/2" CL. 315 @ TEE OR ELL WITH REDUCER BUSHING 8_)BALL VALVE. SEE DETAIL. @ CONTROL VALVE. SEE DETAIL. @ LATERAL LINE (CL. 200). SEE PLAN FOR SIZE. VALVE MANIFOLD INSTALLATION (TYPICAL) NOT TO SCALE "'"""'-fUS\111\,E � 7/71Jl'IJ11 � ®----J----CD DOMESTIC WATER-� f=�,----JLIJ!INiE=:_�-3 1------'t=:::JI I ___ -LL-11'\ ' ' SEE STD. DWGS. W-3 OR W-4 � THREADED BRASS -����t===�-..£R:QO'fj_W OR COPPER NOTES: 1.REFER TO STD. DWGS. W-3 OR W-4 FORADDITIONAL REQUIREMENTS.2.DISTRICT TO SET METER AND BALL VALVE.ALL OTHER WORK BY CONTRACTOR.3.PRIVATE WATER LINE MATERIALS SHAL LCONFORM TO THE CALIFORNIA PLU�BINGCODE.4.JOINTS SHAI_L BE THREADED ORCOMPRESSION IN CONFORMANCE WITHSPECIFICATIONS.5.WHEN SERVICE MUST EXTEND UNDERSIDEWALK, INSTALL A SCHEDULE 80 PVCSLEEVE AROUND THE SERVICE TUBINGBETWEEN THE METER BOX AND THE DOUBLECHECK VALVE ASSEMBLY. PRIVATE PUBLIC 7 f-----1 17.5" 8 11 I II 9 v 0 6 SIDEWALK ____.. SEE STD. DWG. = W-3, W-4 4 ITEM DESCRIPTION SPEC /DWG 1 COPPt.R ( TYPE 'K' SOFT)1 sns7 t---';2c---t-�3�0 �L T. Bee. c';Zlc;-N c;-C --;cA cc' N:,c;OD ';;' E�AN'-"D�LE=A';cD�Wl:';'RE�;;:c;-=::-;-;-:c:;-;--:=;-;;-;c=-c:=c--- ----t-1'-"' �"'--"-"� ,n, j_"'r. R3 TEE (MATCH REQUIRED FIRE & DO.�ESTIC BRANCH SERVICE SIZE) 1sns7 4 1" 90" BEND 1 sns7 5 USC APPROVED DOUBLE CHECK VALVE ASSEMBLY W/ 1/4 TURN BALL VALVES AND TEST COCKS (LEAD FREE) 6 1" u,n, c MFTFR qnp 7 8 1 " BA'' VALVF 9 1" WATER METER (BY DISTRICT) BRASS UNION REV. APPROVED DA TE CARLSBAD MUNICIPAL WATER DISTRICT 1S11? ,snqq 7/22 4/29/2? 2 5/24 I" DOMESTIC WATER SERVICE CONNECTION WITH FIRE SPRINKLER SYSTEM DISTRICT ENGINEER RCE 55974 STANDARD DWG. NO. BACKFLOW FOR RESIDENCE , :5il' I I' I I 1' I I I I --i.-I R 1---I\_ I '\ '\ I 1'-I v--E � DRIP VALVE ASSEMBLY PVC LATERAL PVC OR POLY SUPPLY HEADER START CONNECTION DRIP TUBING LATERAL AIR RELIEF VALVE­(PLUMBED AT HIGHEST POINT PERIMETER LATERALS 2"-4" FROM EDGE BLANK DRIP TUBING I r-. ) PVC OR POLY EXHAUST HEAD ER �INE FLUSHING VALVE DATE W-5 LF � [Fft I I I I I I .,., I ✓ R I � � I/ 1,- - 3 r-2' MAX SEE NOTES I & 2 ©---1 \ ••• : r,;�\7 I 1 I MbT " 11 . -� •• ". ,1ltF= .. , L.J, -- __ Ll <// I 2 II 7), � •,· . \ (j) � =r J Q;-<'.).U " I-----® ." 12" MIN. 36" MAX. 36" MAX. -----© "'',._ ••• • • � .. },," " ;J . ,,. •. 3 SEE NOTE 5 CRITICAL ANALYSIS Generated: P.O.C. NUMBER: 01 Water Source Information: ��&£�� landscape arch/lecture lrr/gaflon c:Jeslgn 3685 Vista Campana N. Unit 41, Oceanside CA 92057 760.809.3241 2026-04-13 I I CJ) (TYP) I I City of Carlsbad Water 442.339.2420 // ;;-::-_=-_=-_=-=;: .,,-PUBLIC PRIVATE CUSTOMER RESPONSIBILITY MATERIALS AND INSTALLATION SHALl CONFORM JO IBE CALIFORNIA PLUMBING CODE. NOTES: I.DO NOT INSTALL PLASTIC PIPE, OR PLASTIC FITTNGS BE1WEEN IBE METER ANO BACKFLOW ASSEMBLY.2.WHEN SER\1CE MUST EXTEND UNDE, SIDEWALK, INSTALL A SCHEDULE 80 PVC SLEE\£ AR<XJND IBESER\1CE JIJBING BE1WEEN JcE MEER BOX AND IBE BACKFLOW PREVENTION DE�CE.3.CONSTRUCT 2' HIGH RETAINING WALL ON 3 SIDES OF BACKFLOW PREVENTER WHEN INSTALLED ON 4: 1 ORGREATER SLOPE. OPEN END SHALL BE AT DOi\!IHLL SIDE OF SLOPE. PROVIDE 2' HORIZONTAL CLEARANCEBE1WEEN WALL AND BACKFLOW PREVENTER.4.DO NOT INSTALL IN AREA SUBJECT TO FLOODING.5.�RAP COPPER OR BRASS TUBING W,Jc 10 MIL UTILITY TAPE WHEN ENCASED IN CONCRETE. ITEM DESCRIPTION SPEC/DWG 1 METER AND BALL VALVE 7BY DISTRICT1 2 THREADED BRASS OR COPPER PIPE 15057 3 BRASS 90' ELBOW /THREADED) 15057 4 THREADED BRASS PIPE 15057 5 BRASS UNION 15057 6 USC APPROVED BACKFLOW PREVENTION DEVICE 15112 7 FOUNDATION ANCHOR BLOCK 03000 REV, APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT .a. 0 /_,,l_d 4/29/2 1 7 /22 2" & SMALLER BACKFLOW CISIBICT ENGNEER RCE 55974 DATE PREVENTION INSTALLATION STANDARD DW{�. NO. W-6 BACK FLOW FOR IRRIGATION FLOW AVAILABLE Point of Connection Size: Flow Available PRESSURE AVAILABLE Static Pressure at POC: Pressure Available: DESIGN ANALYSIS Maximum Station Flow: Flow Available at POC: Residual Flow Available: Critical Station: Design Pressure: Friction Loss: Fittings Loss: Elevation Loss: Loss through Valve: Pressure Req. at Critical Station: Loss for Fittings: Loss for Main Line: Loss for POC to Valve Elevation: Loss for Backflow: Critical Station Pressure at POC: Pressure Available: Residual Pressure Available: ADER/ PVC OR POLY EXHAUST HE (D INSTALL HEAD LEVEL WITH GRADE. ,--. 1---TECHLINE START CONNEC TION MALE ADAPTER I I DRIP VALVE ASSEMBLY DRIP TUBING LATERAL I PVC OR POLY SUPPLY HEADER ( l '. AIR RELIEF VALVE -(PLUM / AT HIGHEST POINT)BED J,_BLANK TUBING �ERi METER LATERALS 2"-4 ROM EDGE ---rvc OR POL y EXHAUST HE ADER INSTALL @25' O.C. TYP. �INE FLUSHING VALVE (g) FINISHED GRADE OF SOIL OR MULCH WHERE OCCURS @ PAVING OR STRUCTURE @) 12" FROM PAVING MIN. @ 1 /2" MARLEX STREET ELL * (MIPT x FIPT)(2) @ 1/2" SCH. 80 PVC THREADED 6" NIPPLE* 12" MIN. 5 (J) 1/2" MARLEX STREET ELL (MIPT x FIPT)-*_..pj;:::---=>«"(__,f��--------�7 @ PVC LATERAL LINE 1-----------------1:@ SCH. 40 PVC SxSxFIPT TEE OR ELL 1 " 18.2 GPM 65 PSI 65 PSI 4.24 GPM 18.2 GPM 13.96 GPM 1 30 PSI 0,57 PSI 0,09 PSI 0 PSI 3.81 PSI 34.5 PSI 0.01 PSI 0.07 PSI 0 PSI 11.8 PSI 46.3 PSI 65 PSI 18.7 PSI END FEED LAYOUT CENTER FEED LAYOUT *CONTRACTOR MAY USE PRE-MANUF. SWING JOINTS. APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCA T/ON OF PLANTING AREA. PVC FEEDER LATERAL FEED HEADERS@ 25' O.C. TYP. B INLINE DRIP TUBING LAYOUT NOT TOSCALE DI RT DIAL TOLL FREE 1 -800 -422 -4133 AT l2AST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA C HAS BUILT" 12" ROTATOR POP-UP RCE _ _ _ EXP, ___ _ DATE NOT TO SCALE REVIEIJED BY, INSPECTOR DATE 1-----+---+----------------+-------l--1 SH�ET II CITY OF CARLSBAD ::::=::::::..::· ====::=PLA:::::::N:::N:::IN:::G::::D::::l:::Vl:::Sl:::O::::N=====::____ ..,,.._..,... ______J--7--t------------------i---t--i-----t------1 LANDSCAPE IMPROVEMENT PLANS FOR: ,... 1----1-----1------------------1------l---+---4-----1 IRRIGATION DETAIL SHEET , �t-lDSqp, 0.;CJ I -,._,,_,,,,,., "' � 0 FORREST RESIDENCE TAMARACK AVENUE APPROVED: f-----+--+--------------------1---+--+---+---t �P:;:;LA;:N:::N ;: IN::::G:::::::==:;-;:::::::::::::::::=====:::::;-;====::: l--c--==---1f--c-c--+------------------,l-----+---+-----+----I D'M-1 BY: ___ DAlE INl11AL �D;.;.AlE;.;;.....J...CIN.c..lllccAL:::....i�DA-'-lE.;;;......i....::.IN;;.;111.c..AL:::....i CHKD BY: __ _DESIGNER OF WORK REVISION DESCRIPTION DTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO.LPC2026-0007 DEV2024-0096 DRAWING NO.553-2L CALIFORNIA 8 SIDEWALK ~ ~ 3" I 0 u "' ~ ::, co j 1/2" MAX "' ::, a_ a_ '1/". • • • • ·. • ~ c--J ,,--, ~. • .. ' , 0· 5 • /:, / • ~ ) < ;:.., ~I ' ., >;, . ro ' -,.,--•· . I,):; / / n 1 •. . . ·; -c "' ~ ' Y/\,,1 z C r=1 0-·----i===---t--Q;;;;i;;, i=~1'1Q}"""o---- .u 0 I .,. 7 .. ~ . 0-/,,_. 9 I '<-'.\, ·~ @© ..... .J"1.. .l"i. J"1.. -~ i --'" i:1------------------ ' ~/ -~ ,i---------+---~ l C ,~ I QHffi t; YUillll 11 r I ~ I----+----,------------------+-~ - u-:: - - ( -. ' ,snao ,~nnn - 10 1 sns7 -" - ~ ,~A. n n 12 ,1 ,1 I - ~ I I I - I I I -i.- I I I - I ' :r - - ' ~ I 11 11 D H 1 ���� f�� '\ �0 '<:�1/, 11 /� '-/, 6 CD FINISHED GRADE ® PLASTIC VALVE BOX (AMETEK OR EQUAL) @ PRESSURE REGULATOR 2 ((i(«(((«(««lfr((((((@ 1 12" ITT in -f @ PVC SCH. 40 T x T ELL @ PVC SCH. 80 NIPPLE 8)WYE FILTER (INSTALL IN A MANNER TO ALLOW @) PVC PRESSURE MAINLINE ACCESS FOR CLEANING) ® REMOTE CONTROL VALVE @ BRICK SUPPORTS @PVC LATERAL LINE TO DRIP SYSTEM @LANDSCAPE FABRIC @VALVE I.D. TAG 0 1/2 C.F.-3/4" CRUSHED GRAVEL IN BASE OF BOX 1 CONTROL VALVES G)GARDEN VALVE, 1" FPT x 3/4" MHT @ 1" DIA. SCH. 80 RISER @ FINISHED GRADE NOT TO SCALE (±) 36" 4x4 REDWOOD POST. FASTEN RISER TO POST W/ GALVANIZED U-CLAMPS @ THREADED ELLS (2) @ 2" x 1" DIA. SCH. 80 NIPPLES (2) (_z) MAINLINE AND TEE CJ GARDEN VALVE 3 ---Ir-------- - - - --,-+---� CD LOW VOLTAGE WIRE (3 MAX.) ® OUTER CASE OF CONNECTOR @ INNER CASE OF CONNECTOR G)STRIP AND TWIST WIRES FOR PROPER CONNECTION @ COPPER SLEEVE CRIMP INSTALLED WITHRECOMMENDED TOOL NOTE: FILL INNER C ASE WIT H W ATERPROOF SE ALER PRIOR TO FINAL ASSEMBLY. ALL WIRE ROUTE D BETWEEN CONTROLLER AND REMOTE CONTROL V ALVE SHALL BE A CONTINUOUS RUN WITH NO WIRE SPLICES. WIRE SPLICES SHALL ONLY OCCUR AT THE REMOTE CONTROL V ALVE AND CONTROLLER PIGTAIL (IF REQUIRE D). NOTTO SCALE K WIRE CONNECTOR NOT T O SCALE c,\j)AA.., FUS\1111£ SIE£1S\IOOO(.DMl 7/'JJJ/,s,10 r� _I 5 � io 0 1 G) ENTERIOR WALL MOUNT CONTROLLER.FASTEN TO WALL PER MANUFACTURER'S SPECIFICATIONS. SEE LEGEND FOR CONTROLLER INFORMATION. 2 ® 110 VOLT POWER SUPPLY BY OTHERS. @ LOW VOLTAGE WIRE IN GRAY PVC CONDUIT. (2" DIA.) WIRE TO BE SLEEVED IN CONDUIT TO 18" BELOW GRADE. G)SWEEP ELL @ LOW VOLTAGE WIRE TO REMOTE CONTROLVALVES. @ FINISH GRADE. NOTE: ALL WALL PENETRATIONS SHALL BE CLEAN AND SHALL BE RESEALED WATER TIGHT. INSTALL PER MANUFACTURER'S SPECIFICATIONS. E WALL MOUNT CONTROLLER G)HARDSCAPE (TYPICAL) (2) CLEAN BACKFILL -90%COMPACTION REQUIRED. SEE SPECS. G)SAND (TYPICAL) @ NON-PRESSURE LATERALLINE IN SLEEVE @ CONTROL WIRE SLEEVE ADJACENT TO MAINLINE SLEEVE @ PRESSURE SUPPLY LINE IN SLEEVE NOTES: 1.ALL SLEEVES TO BE SCH. 40 PVC.2.ALL SLEEVES SHALL BE 2X THE SIZE OF THE PIPE BEING CARRIED.MIN. SLEEVE SIZE SHALL BE 2".3.EXTEND SLEEVES 12" BEYOND EDGE OF HARDSCAPE ON BOTH ENDS. I 4.DURING INSTALLATION TAPE ENDS OF PIPES CLOSED UNTIL ALLLATERALS AND WIRES HAVE BEEN RUN. SLEEVING DI NOTTO SCALE RT DIAL TOLL FREE 1 -800 -422 -4133 AT LEAST T\,\'O DAYS B!:FORE YOU DIG NOTTO SCALE UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ------HUNTER DRIP EMITTER WITH 1 /2' THREADED INLET CALIFORNIA LANDSCAPE TECHNOLOGIES landscape arch/lecture Irrigation design 3 3685 Vista Campana N. Unit 41, Oceanside CA 92057 760.809,3241 12· IE-------HUNTER SJ-512 CD FINISHED GRADE @ PLASTIC VALVE BOX (10", AMETEK OR EQUAL) @ MAINLINE G)BRICK SUPPORTS @ 1/2 C.F. 3/4" CRUSHED GRAVEL @ BALL VALVE (z) LANDSCAPE FABRIC SWING JOINT F BALL VALVE NOT TO SCALE G HEB EMITTER J \.�t<DSCA,o,,- G)FINISHED GRADE @ CLEAN BACKFILL -90%COMPACTION REQUIRED -SEE SPECS @NON-PRESSURIZED LATERAL LINE PER LEGEND @) PRESSURIZED MAINLINE PER LEGEND @ DIRECT BURIAL, LOW VOLTAGE CONTROL WIRES -INSTALL BELOW PRESSURE SUPPLY LINE. BUNDLE AND TAPE WIRES AT 12' O.C. LOOP CONTROL WIRES ATALL 90 DEGREE CHANGES IN DIRECTION. SPLICING OF WIRE RUNS IS NOT ALLOWED UNLESS APPROVED BY OWNER. @ PROVIDE 2" OF CLEAN SAND BELOW PRESSURE MAINLINE IF ROCK LARGER THAN 2" IS PRESENT (j) 6" MIN. CLEARANCE FROMHARDSCAPE (MAINLINE ONLY) TRENCHING /1\ <;J c,'<-.,,f,E•�•)l;i -1,£ Cj 1-.....'v I &c;Sl -:). <;f�'' 2<;,,, ..... (jJ ! .' -•" - -I {fl --...I ',J� 0 -I •'I -6;30/28 .\�/. DATE INlllAL --m TTi.-+---r-+-:,++..,...-+-;�,.., 111= • l�'f-::, __ '"TT,,.,...., °'Tfit--'h-f,--"'-r'f,-"1-T'\-;-'--!fn"'---n,2, �,r±:tl lrnl-------1 s_,, ,_111 ,,ill ,, I , ,ill, ,_I,, ,_ 3 " cir. NOTE: PIPE SHALL BE SNAKED SIDE TO SIDE IN TRENCH TO ALLOW EXPANSION. NOTTO SCALE DATE INlllAL DATE INlllAL � • 1/.,0,' "° !<' REVISION DESCRIPTION t OF G 111.1'<0 DESIGNER Of WORK OTHER APPROVAL CITY APPROVAL NOTTO SCALE APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE EXP, DATE REVIEWED BY, INSPECTOR DATE I SH�ET 11 CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: IRRIGATION DETAIL SHEET FORREST RESIDENCE TAMARACK AVENUE I APPROVED:� J'?, A.tt!u/ PLANNING 7r- DV;N BY: PROJECT NO. CHKD BY: LPC2026-0007 RVWO BY: DEV2024-0D96 u/,::,(z1R DRAWING NO. 553-2L I I 2 I __.---, ~----j ___ -___ 1·-----t _,,,--- \_ -~ -/ 2· 4 ~ 6 7 -. . 2 ~irr±:±:lff77;~~¥~~~~~----( 3 11 I= 4 -11i-II 11 I~ 5 ·-=-V////W/~ 11= ........... ······ 11 ° 1 1 v I 11 11 I CD FINISH GRADE/TOP OF MULCH0 ROOT WA TE RING KIT: @ SWING ASSEMBLY (INCLUDED) 0 ® 1/2-INCH MALE NPT INLET (INCLUDED) (1 OF 2 SHOWN, MORE POSSIBLE) PVC SCH 40 TEE OR EL (1 OF 2 SHOWN, MORE POSSIBLE) � ��® PVC OR POLYETHYLENE LATERAL PIPE 0 SAND SOCK PLANT ROOT BALL NOTES: ® ® PVC BALL VALVE FOR EACH BUBBLER SET L 1.POSITION 1 UNIT ON EACH SIDE OF ROOTBALL.2.INSTALL PRODUCT WITH TOP EVEN WITH GROUND SURFACE.3.ROOT BUBBLER (W/CHECK VALVE)4.WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADD¾" GRAVEL UNDER AND AROUNDTHE UNIT TO ALLOW FASTER WATER INFILTRATION AND ROOT PENETRATION. 5.ONCE ROOT BUBBLER HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL TO JUST UNDER BUBBLERNOZZLE BEFORE LOCKING LID.6.INSTALL ISOLATION VALVE ON LATERAL FEED FOR BOTH TREE BUBBLERS. TREE BUBBLER tl: \DAAIIINO FUS\ 1l1LE SIEElS\>OOOC.O'IIO 7 /21J/"'1 O NOTTO SCALE M 0)FINISHED GRADE ® PLASTIC VALVE BOX (1 0",AMETEK OR EQUAL) 0 HOS E ADAPTER 0 DRIP LATERAL OR TUBING® 3/4' CRUSHED GRAVEL 8" DEEP® FLUSH VALVE0 LANDS CAPE FABRIC FLUSH VALVE DI RT DIAL TOLL FREE 1 -800 -422 -4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NOTTO SCALE ,_p\DSCA p$<) $,i:�k-� �� i/; � / <?c9 0-5-c_i f.....<v , -· / efl -5. - 0) .. I 'A _\ 11"\ \ ✓ ·, C, --I-I • ., ---1 ) "• E/30/2i I * \ Qi/fi� / * \� ' /"', .,.. 'I' $ OF CAl.l'iO DAlE INITlAL DESIGNER Of WORK 11, D"lE INITlAL D"TE INITlALREVISION DESCRIPTION OTHER APPROVAL CllY APPRO\/AL I SHiET 11 CALIFORNIA kll';H?a£�� landscape arch/lecture Irr/got/on design 3685 Vista Campana N. Unit 41, Oceanside CA 92057 760.809.3241 APPRO V[D FOR /RR/GA TION AND PLAN TING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. /I AS BUILT" RCE EXP, DATE REVIE',,IED BY1 INSPECTOR DATE CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: IRRIGATION DETAIL SHEET FORREST RESIDENCE TAMARACK AVENUE IAPPROVEDUtrd, pl4A«t<6 Lt);; {tl( PLANNING Dv.N BY: PROJECT NO. DRAWING NO. CHKD BY: LPC2026-0007 553-2LRVWD BY: DEV2024 0096 I I 2 n 4 8 6 0 r -r: i I I ~ - fl.AAA 1,._ ...... .,,--\ I 11 11 I I --- -- IRRIGATION SPECIFICATIONS 1.Irrigation plan is diagrammatic. Irrigation design assumes no deviation in grading, pavingand/or planting plan layout from actual field conditions. All new irrigation equipment shallbe located in planting areas only unless noted otherwise. All new equipment shall beinstalled as shown in the details and as noted in these specifications. Contractor shall beresponsible for reviewing planting and irrigation plan layout against actual graded fieldconditions prior to commencement of work. Any deviations in actual field conditions fromthose shown on irrigation plan shall be brought to the attention of the Landscape Architectprior to commencement of Work. Contractor shall be responsible for the cost of replacingand/or modifying any irrigation equipment installed where field conditions differ from thoseshown on planting and/or irrigation plans when said installation has not been approved inadvance by Owner or Landscape Architect.2.Contractor shall keep the premises clean and free of excess equipment, materials andrubbish incidental to work covered under this section.3.PVC Specifications:A.All risers shall be P.V.C. Schedule 80.B.All pipe fittings shall be P.V.C. Schedule 40.C.All mainline pipe 1-1/2" or less shall be P.V.C. Schedule 40;D.All lateral pipe shall be P.V.C. Sch. 40 (minimum 3/4 inch).E.All emitter supply shall be Sch. 40 P.V.C.F.All sleeves shall be PVC Schedule 40.4.Backflow prevention devices shall be located as indicated on the irrigation plan. Installationshall conform to local governing codes and regulations and manufacturer specifications.Back/low preventer shall be installed a minimum of twelve inches (12") above highest headon circuit.5.Contractor shall install pressure regulator after ball valve at Point of Connection to providecorrect operating pressure to heads on each circuit if static pressure is found to exceed 80psi.6.Contractor shall adjust all pressure regulators at backflow preventer and flow at valves toprovide correct operating volume and pressure to heads on each circuit.7.Contractor shall install new controller. New automatic controller shall be size and type asnoted and installed as indicated on irrigation plan or where directed by Owner. Controllershall be installed per manufacturer's instructions. Control wires shall be sleeved in electricalconduit, using sweep ells, from controller interior to eighteen inches (18") below grade.Owner shall provide 110-volt service to controller.8.Wire Specifications:A.Contractor shall install new wire from controller to valves. All new wire shall be 18-gaugeANG-UF, direct burial type. A different color shall be provided for each valve stationincluding extra wire. Common wire shall be white. Wire runs are to be continuous fromcontroller to valve with splices at valves only. Splices and connections shall be made withpen-tile connectors or equivalent and shall be placed in valve box.B.All wires shall be installed with twelve inches (12") of excess wire (coiled) at the end ofeach wire run and at ninety degree changes in direction.C.Control wire shall be laid eighteen inches (18") deep. Control wire shall be bundled andplaced beneath mainline where possible, taped to mainline at ten feet (1 O') on center.D.One (1) additional control wire shall be run to each valve manifold. Wire shall bebundled, taped, and placed in control valve box.E.Contractor is to provide an additional common wire to the end of the mainline run in twodirections from the controller. Wire shall be bundled, taped, and placed in control valve box.9.All automatic control valves shall be of size and type noted in legend. Valve manifold shallbe connected off of a single tee on the mainline except at the end of the mainline run.Valves shall be set a minimum of eight inches (8") apart to allow servicing.1 o. Valves shall be located within shrub planter beds (wherever possible) and shall be set a minimum of twelve inches (12") away from any hardscape or structure. 11.All pressure mainlines shall be eighteen inches (18") deep and all PVC laterals shall betwelve inches (12") deep. Trench backfill shall be free of any material that may damageirrigation pipe or equipment including rocks in excess of one inch (1 ") in diameter. In theevent of backfill settlement, Contractor shall perform required repairs at his own cost.12.Design assumes point of connection at one-inch (1") service line and (3/4") water meter.Contractor shall contact Landscape Architect if service line or water meter size does notmeet requirements noted above.13.All mainline, wiring and lateral lines shall be sleeved with PVC Schedule 40 two (2x) timesthe diameter of the sleeved line where it passes under paved areas or through walls. (SeeSleeving Detail). Irrigation Contractor shall coordinate with Paving Contractor to ensure allsleeving is set prior to concrete pours or paver placement. Contractor is to locate andutilize existing sleeves under driveway and walks, if available. Under no circumstances shallnew irrigation lines be installed under pavers or concrete without sleeving. Cl\j)RA .... FUS\TI11£ SHEE1S\1000<.DWQ 7/'ID;,t,II 14.Check valves shall be used where indicated and wherever necessary to prevent water flowfrom lower elevation heads when system is turned off, including dripper lines.15.Prior to backfilling irrigation trenches, the following procedures shall be implemented:A.All mainlines in the system shall be capped and pressure tested at 125 psi for a period offour (4) hours. Any leaks found shall be corrected by removing the leaking pipe or fittingsand installing new material in its place.B.Contractor shall not allow nor cause any of his work to be covered until it has beeninspected, tested and approved by the builder/Owner's authorized representative.16.Irrigation Contractor shall adjust drip tubing, to provide even coverage to all planter areas.17.When installation of the irrigation system is completed and prior to planting, the Contractor,in the presence of the Builder/Owner's authorized representative, shall perform a coveragetest of water afforded all planting areas to ensure it is complete and adequate. Contractorshall furnish all materials and perform all work required to correct any inadequacies ofcoverage at his own cost.18.Contractor shall furnish to Owner a complete "As Built" drawing of new and existingequipment installed showing exact size, type, and dimensioned locations of the followingitems:A.Point of ConnectionC.Ball ValvesD.Hose bibE.Control ValvesF.ControllersG.MainlineH.Controller WireI.Sleeving19.The "As Built" drawing shall be prepared on bond and Contractor shall provide two prints,along with original, to Owner.20.Contractor shall also provide a reduced "As Built" drawing (maximum 11x17 size),color-coded, showing areas irrigated by each station. This plan shall be encased in plasticupon Owner's approval of drawing. Contractor shall also provide irrigation programmingchart. These are to be delivered on or before final inspection.21.Irrigation Contractor shall maintain the system for a period of thirty (30) days upon Owneracceptance of construction completion and shall water as required to establish new plantmaterial.22.Contractor shall provide controller keys and manuals to Owner at turnover.23.Irrigation Contractor shall guarantee in writing the entire newly installed irrigation system tobe free of defects in workmanship and materials for a period of one (1) year from finalacceptance by Owner. IRRIGATION OPERATION 1.This section is provided as a requirement for maintenance during the establishment periodand as a recommendation for future continued maintenance.2.Irrigation is to be maintained and operated in such a manner as to prevent water fromcollecting on or running across concrete or asphalt or from overspraying onto buildings,fences, walls or other hardscape features.3.Where landscape irrigation is required adjacent to buildings, the subgrade soils shall bemaintained in a moist but not saturated state.4.Maintenance Contractor shall be required to have available and use a soil tube or probe tofrequently check soil moisture before and after operation of the irrigation system to evaluatethe necessity for irrigation scheduling adjustments. Contractor shall adjust system timingand coverage patterns on an ongoing basis to compensate for reduced water requirementsas plants mature and pattern deflection as plants grow.5.Maintenance Contractor shall be required to frequently test the irrigation system to ensurethat all heads operate correctly and that no breaks or leaks exist. The MaintenanceContractor shall not permit the irrigation system to operate with broken equipment. Repairsto the system shall be made with originally specified materials in accordance with theLandscape Architect's plans to ensure proper coverage and pressure within the irrigationsystem. Failure to match originally specified materials may result in an inoperable systemwith significant water waste. DI RT DIAL TOLL FREE 1-BDD-422-4133 AT LE,'1.ST TWO DAYS 3EFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA -� M 1,�NDSCA,o( ",? 7'. •�,i.--1,;,o �-.s. 1/!� ,;. ( .s, -/ "'"'� �✓ V. 0 -- ---; -6/30/18 �S}�W* "",,,.o'<' OF CA'cll' /1\ DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF' WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL CALIFORNIA LANDSCAPE TECHNOLOGIES landscape architecture Irrigation design 3685 Vista Campana N. I SH�ET 11 Unit 41, Oceanside CA 92057 760.809.3241 APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE EXP, DATE REVIE'w'ED BY• INSPECTOR DATE CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: IRRIGATION SPECIFICATIONS FORREST RESIDENCE TAMARACK AVENUE I APPROVED: � V¼114tc:::: �/Fi/iu PLANNING DWN BY: PROJECT NO. DRAWING NO. CHKD BY: LPC2026-0007 553-2L RVWD BY: DEV2024-0096 I I I • I I I -'-Ii . (_ 9c: -I __ , --I 11 II II NOTE: ALL AREAS UNDER SHRUBS SHALL BE MULCHED ·�/, � ..... ..,_ ____ ,__ __ �� �,,.,...__EX. SWEET GUM1----� , TREE TO REMAIN. <l I> 3" COMPOSTED <lWOOD MULCH TORM DRAIN ,i I> PROTECT IN PLACE. ,Ji0-----u+�;--�---'--l �'---f�R22�����8¥-ER CIVIL EPIC PLASTIC 1x4 HEADER PR0P0SEDl----f¥--}I, TOE 01; . S.l,.0PE I'\ 0. :_.,� \JI p.? STORM DRAIN PER CIVIL HEADWALL AND DRAINAGE PER CIVIL 0RAIN INLETS PER CIVIL NEW RESIDENCE 1 ST FLOOR F.F. 178. 7 4 PAD 178.1 1644 TAMARACK AVE. APN: 207-120-68 • • • «� •• 4., ., TREAT HEADWALL •' •. . 4 , ' • WITH FLAGSTONE FACING', BIO-BASIN PER CIVIL PERVIOUS SURFACE NEIGHBOR ,, /, I , --pJVI � ��@� i; NOR"Rtlt SCALE: 1 "t0s•o" NEW IMPERVIOUS CONC. PAVING PER CIVIL c., .<(-Z. OF 0 1/l __.l 5< u.l u.l /ex: / I ¾" IMPERIAL GRAY GRAVEL 3"DEEP N E W 6' FEN CE 1----Ef:+\�� AND GATES z -+----+�1� 1 DOMESTIC X /1 POTABLE WATER METER j__: ( , ) 1---z <l I> ·x' I>[Y Lw '1 /) > ''1 .cl > X.DRAINAGECHANNEL . j ,_ ;,-EX.· W J?ROTE' \ I� PLAiC \• 'I'1 ' 11\ / I ti/ I <_J I � / f-l C.J/ I::! I 0 '/ [t: CL ,1 .• ALL TREES WITHIN-THE SITE VISION TRIANGLE MUST BE PRUNED TO REMOVE ALL BRANCHES UP TO 6' IN HEIGHT. II \ DI PLANT SCHEDULE SYMBOL TREES CODE BOTANICAL/ COMMON NAME 0 AV Acccio ,es\i\o / Holey Wc\tle CONT WU COLS 15 gal LOW 24"box MOD QTY 1 1 CALIFORNIA LANDSCAPE TECHNOLOGIES landscape architecture Irrigation design 0 AM2 Acbo\cs , 'Mocico' / Mocico S\cowboccy Tcoo Slocdonl 0 CN rncos , / C;\cos 0wcec Select 3685 Vista Campana N. 0 OW Oleo eocopoeo 'Wilsocn' / Wilsoc Oli,e -Molli-Teo ck SHRUSS SUCCU_ENTS SYMBO� AB AC AS GROUND COVERS NOTES: Achille□ x 'Moonshine' / Moonshine Yarrow Carex praegracilis / California Field Sedge Ceanothus arboreus 'Trewithen Blue' / Trewithen Blue Island Ceanothus Ceanothus griseus horizontalis 'Yankee Point' / Yankee Point Carmel Creeper Heteromeles arbutifolia / Toyon Lantana x 'New Gold' / New Gold Lantana Olea europaea 'Mantra' / Little Ollie®Olive Pittosporum tenuifolium 'Silver Sheen' / Silver Sheen Tawhiwhi Rosmarinus officinalis 'Prostratus' / Dwarf Rosemary Agave x 'Blue Glow' / Blue Glow Agave Aloe nobilis 'Crosby's Compact' / Crosby's Compact Gold Tooth Aloe Aloe striata / Coral Aloe BOTANICAL/ COMMON NAME Ruschio lineolata 'Nana' / Carpet of Stars ¾" IMPERIAL GRAY GRAVEL 3" DEEP 3" DEEP COMPOSTED WOOD MULCH 25' SITE VISION TRIANGLE -ALL PLANTINGS (EXCEPT FOR STREET TREE) ARE LOWER THAN 30" WITHIN SITE VISION TRIANGLE. STREET TREE SHALL BE MAINTAINED WITH BRANCHES CLEARED UP TO 6' ABOVE ADJACENT PAVING. 15 gal MOD 15 gal LOW 1 gal LOW 1 gal MOD 1 gal LOW 5 gal LOW 15 gal LOW 5 gal LOW 5 gal LOW 15 gal MOD 5 gal LOW 5 gal LOW 1 gal LOW 5 gal LOW COi>T SPACli'sG flat LOW 12" o.c. 3 2 29 82 2 7 3 15 3 5 13 9 13 12 Unit 41, Oceanside CA 92057 760.809.3241 1.ALL A REAS NOT INSTALLED WITH GRAVEL TO BE INSTALLED WITH 3" OF COMPOSTED MULCH SUCH AS "FOREST FINES".APPROVED FOR 2.ALL A 3.IRRIGA REAS TO BE IRRIGATED WITH EFFICIENT ROTATING SPRINKLERS AND/OR DRIP IRRIGATION. /RR/GA TION ANO PLAN TING TI0N TO BE INSTALLED WITH HUNTER HYDROWISE SMART IRRIGATION CONTROLLER. 4.IRRIGA SHALL TION SHALL BE HYDROZONED (BASINS AND GROVE WILL BE MODERATE REQUIREMENT WHILE ALL OTHER AREAS ONLY, INCLUDING PRECISE ("g[) Re BE LOW IRRIGATION REQUIREMENT),. duced pressure backflow for irrigation per C approved double check valve assembly W-6 IBFDI us w/ ¾ turn ball valves and test cocks per W-5 � Wa RT DIAL TOLL FREE 1 -800 -422 -4133 AT LEAST T\,\/0 D.AYSBEFORE YOU DIG ter meter provided by City per W-3 I 1.-�NDSC�pf .. c,'<-? �c7 I. f� ,t --;, ')) ,jJ r.:� " 0-5-CJ f.......¼. t.9,:9 -:,, :; V') •-"';;:;s _; 11°1 V , _ _. � .. , 6/30/28 ,s, ' "' '"' � �"' DATE INITlAL /I'\ DATE INITlAL LOCATION OF PLANTING AREA. 11 AS BUIL T 11 RCE EXP. DATE REVIE\.IED BY, INSPECTOR DATE I SHiET 11 CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: PLANTING PLAN FORREST RESIDENCE TAMARACK AVENUE I APPROVED: ().fur�r.t,/�{Uf PLANNING DWN BY: PROJECT NO. DRAWING NO. DATE INITlAL CHKD BY: LPC2026-C007 I I UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA * \ �1'[/tliw• l/, OF CALl'iO DESIGNER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: DEV2024-0096 553-2L C:\pRA ... FUS\TITLE SHEE1S\>OOO<.DWO 7/'JD/"119 I WALL ENCROACHME T ........ ,:, t:. w t. rl UNI:; . • \ /j FOR SET BACK : "\ ~'· • . ' "' •• . 1· ~ "'· . ' STOR M DRAIN PER CIVIL .. . , . . ., . ' ., . . . ' •' E PATIO " .. .. "\ I . .. 0 . . -.....; .'1-77;" •• -- . (/) IX) ROOT BAR /; /) •. .0 -~f . ' ::i!)°.:-}\ : j'{i{q; .. ': ):..-_,.'" ~; ?:'!-';".':·'. ::\•·-':?/••::.\ ', •.\: :i.-_· ... •. -,;,·.:,.1. :-::--'/'(:--·:_..;•·- \ 1:-EX. DR IVEWAY o .NOT A PART. ~ z -4: N STR EET SIGN vi~ a::: o.. LOCATION PER CIVIL c3 .J 3' (.) o,,.~~I -iGJw o:::o ;' 0::: Z O 0::: . 1:-0.. I l/l \ ,j >- ~ :s. • -~ 6:: . c::, 4· .Lk .- lu ct: ·u to/) ½i .. t, Lu l...) s a <c( t /) AM CP CT /) CY HA LH OL /) PS RD /) > \ --- -. ~- ' I 11 II I --~ ;® a�=���p���-�----1-.-4--.-.-�-«««"< ·: .. :,_<·;z>:: : :: ::;;;:.\·. 1/���v 7 �'V\.'V\."< .:: .::_._:,:-. '. �:_.·: -;:.:·, «����� 1/��� ··.:·,_ .. '.:··;.· i' :::- :.: : .. : 1/��"'>?------1/ .. • ...... :· .i'· . . • ·,.::·. 1/,_«(� - ���0><•:-__ ·.--,·:::., \>.::-�� @ -�»�,> , '.; ·-: :' ·.. :· ·.• .. -..�»» g v :0:(/.. •. -. . • • //('0' /����������� &' ;>\),> /,/�»»��/>;/)Y)Y)Y/ ,, . /, / /,.//'-. / /, / /___"<'/s.Y /· G)ROOTBALL.------I 5 @ CROWN -1/2" ABOVE FINISH GRADE. @ BACKFILL MIX -SEE PLANTING SPECIFICATIONS. @FINISH GRADE. {z) PLANT TABLETS -SEE PLANTING SPECIFICATIONS. @FINISH GRADE AT SLOPE. @ 4" HIGH WATERING BASIN. @ 2X ROOTBALL DIAMETER. SCARIFY @ UNDISTURBED NATIVE SOIL. EDGES OF PLANT PIT. (TREES ONLY) A C:\j)AA .... FUS\1111£ SIEE1$\lClOC>(. 7,/'l!J/""10 TREE / SHRUB PLANTING NOTTO SCALE G)2 INCHES ® BACKFILL MIX. SEE SPECS. @ FINISH GRADE OR WALK 0 EQUAL (X) -SEE PLANT LIST ® EQUAL 1 /2 (X) (0 CONCRETE CURB ORHARDSCAPEIMPROVEMENT AS INDICATED ON PLAN (j) UNDISTURBED NATIVE SOIL I \ I \ PLAN B GROUNDCOVER PLANTING DI RT DIAL TOLL FREE 1 -800 -422 -4133 AT LEAST T'/JIJ CAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NOTTO SCALE C D , l G)(2 req'd) 2" DIA. X 10' LONG LODGE POLE PINESTAKES, SET PERPENDICULAR TO PREVAILINGWINDS. CUT STAKES 6" ABOVE TREE TIES.NOTE: STAKES SHALL NOT BE ALLOWED TORUB AGAINST BRANCHES.@ VINYL TREE TIE (2 req'd per stake), OR EQUAL. INSTALL AT POINT 6" ABOVE WHERE TREE TRUNK WILL BE HELD UPRIGHT AND NOT BEND OVER. @ 24" MIN. BELOW BOTTOM OF ROOT BALL / PLANTING PIT INTO UNDISTURBED SUB-GRADE. @ SEE 'TREE/SHRUB PLANTING' DETAIL. @ FINISH GRADE. @ TREE TRUNK. (z) ROOT BALL.@ PLANT TABLETS -SEE PLANTING SPECIFICATIONS. @ INSTALL ARBOR GUARD IN TURF AS REQUIRED @ UNDISTURBED NATIVE SOIL. NOTE: CALIFORNIA LANDSCAPE TECHNOLOGIES landscape architecture Irrigation design 3685 Vista Campana N. Unit 41, Oceanside CA 92057 760.809.3241 DIRECTION OF WIND � ----- � I PLAN VIEW 1. MULTI-TRUNKED TREES SHALL NOT REQUIRE STAKINGEXCEPT AS DIRECTED BY LANDSCAPE ARCHITECT. 2.TOP OF STAKES MUST BE PLACED A MINIMUM OF6" BELOW THE FIRST BRANCH OF THE TREE. PLAN VIEW DOUBLE STAKING (I) FINISH SURFACE. @ 24" HIGH ROOT BARRIER. @ TREE. SEE 'TREE PLANTING' DETAIL. @ FINISH GRADE TURF 1" BELOW FINISH SURFACE.SHRUB BED 2" @ EDGE OF HARDSCAPE. (CURB, PAVING, PAD, WALL, SIDEWALK, ETC.) @ 3/4" GRAVEL. NOTES: NOTTO SCALE -MANUFACTURED BY SHAWTOWN INDUSTRIES, INC. J" OR EQUAL.-ROOT BARRIERS ARE REQUIRED FOR ALL TREESWITHIN 5 FT. OF ANY HARDSCAPE. SIZE ANDINSTALL PER MANUFACTURER'S SPECIFICATIONSAND DETAILS. ROOT BARRIER NOT TO SCALE APPROVED FOR /RR/GA TION AND PLAN TING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11 AS BUILT" RCE __ � EXP,- - -DATE REVIE'w'ED BY• INSPECTOR DATE 1-----i--+- 11 _\ _________ -+--t----+--+------1[ 5��ET II CITY OF CARLSBAD I :::::=:::....':::· ====P::::::L::::A::::NN::::IN::::::G::::::.::::Dl:::::Vl:::SIO:::N::======!· 1----+----1---------------+---+----t--+----t LANDSCAPE IMPROVEMENT PLANS FOR: r----:7-::-:-._.,,,:::::::----7-__ 1-_-1-____________ --4 __ +--+----+--I PLANTING DETAILS "\.�NOSCApi" FORREST RESIDENCE teo"fl_r��,,6:/b� TAMARACK AVENUE I :; ft,'W;,, _, <g APPROVED: C,(),.,i ��-V . I .. ,.�· I -I6;3012a I ti,lii[t4'w• , __ ,,,-,,,,, "", ... t:: OF CAL\'r'O� DA TI: INITIAL DESIGNER Of WORK REVISION DESCRIPTION DATI: INITIAL OTHER APPROVAL PLANNING r OWN BY: PROJECT NO. DATI: INITIAL CHKD BY: LPC2026-0007 CITY APPROVAL RVWD BY: DEV2024 0096 U[ "l-z� DRA'N!NG NO. 553-2L -----✓ '" -----...__ 0 1 ~/ \ --------\ I -- C \ I /),' ' ~ ,) - ' r ' ,, ... ,, ,, '/ / ~· , ' • ' ••'• • ' · . ,, . . . . 6 ,, ... ... ,, -• r ' ' .. .. ···• -' . . .. ' ' ' . , ' ' ' v . .. ' ' <t. ', WITHIN 5' ..,,< ©,\~ 2''.>._,, 1~ G\ • ·:4 >>,:> :::::.j • ,:.,. : ... , . 1/-'. ::::.. I ·:·: ·:. /•::<" ::<::<' 1/..' ::<····· ....... ~~ )0 :--:-:-:-: I -:-:-:-:--:• ~ ,' :)Y .. .. .. ' .... .. . ',,f ·»-:-:-:--:· ! -: :-:-:--:, » 6 /. ,;,Y::< .·.:.·.. I : .. ••••• k'::<1/..;; ~ \\;,V/)/YY/'./,.:<::::; ?'.~'0 (;('1;(~~~~~Y~:'0" SECTION I • I / " • ~~5 I' ~ -.......__2 10' ___ L_ ',, <t. \ --< ' I J • "--'-~ 1 O' -~ - I I I I I I I I I I I I I I I I I I I I ( ~" ~ ffl14 ~t( ~ I _,µ-v~ \ ---·- \ ~ I 11 II I r -- PLANTING SPECIFICATIONS 1.A. The planting plan is diagrammatic. All plant locations are approximate.B.Quantities shown on the planting plan are approximate and are for the convenience ofthe contractor only. Plant symbols take precedence over plant quantities specified.C.Contractor shall notify the Landscape Architect of discrepancies between quantities andsymbols shown.2.Contractor shall apply a contact herbicide (herbicide applicator shall be licensed by theState of California) where weeds are present, per manufacturer's specifications, a minimumof ten (10) days prior to commencement of any planting or irrigation work. Weeds shall beallowed to completely die back, including the roots, and shall then be removed beforeproceeding with work.3.Contractor will be responsible for verifying grades prior to beginning work and shall beresponsible for all grades once work has commenced.4.Contractor shall obtain an agricultural soils report and shall provide copy to LandscapeArchitect for review prior to proceeding with work. After rough grading, soil samples shall betaken from front and rear yards to represent an adequate cross section of conditions. Soiltest shall be performed by a soil testing laboratory pre-approved by the City. The test shallindicate but not be limited to the following:a.organic matter contentb.N, P, Kc.pHd.ECe.soil texture (silt/sand/clay)f.recommendations for amendments, leaching, and maintenance fertilizations.5.The results and recommendations of the soil testing laboratory shall be submitted to, andapproved by the City. The approved recommendations for amendments and backfill shallbe incorporated into the landscape plans prior to the start of construction and shall becomepart of the approved plans.6.Soil amendment and plant backfill shall conform to soil report requirements.(Note: soil under existing plant materials which are to remain in place shall be hand-tilled toavoid damage to roots -including areas under the drip line of all existing trees).7.Soil shall be suitable for plant grow1h and free of harmful substances or deleteriousmaterials prior to planting.8.Contractor shall remove all rock in excess of one-inch (1 ") diameter exposed at the soilsurface. River rocks and existing boulders shall be reused on site.9.MWELO soils requirements:A.Regardless of recommendations of soils report, except as noted below, contractorshall incorporate 4 cy of compost per 1000 s.f. of permeable planting area which shallbe incorporated to a depth of 6 inches. Soils with greater than 6% organic matterexempt from adding compost and tilling.B.Prior to planting of any materials, compacted soils shall be transformed to a friablecondition. On engineered slopes, only amended planting holes need meet therequirement of this section.C.The application of organic mulch materials made from recycled or post-consumermaterials shall take precedence over inorganic materials unless recycled orpost-consumer materials are not locally available.1 o. For bidding purposes, soil amendments shall be as follows: All areas to be planted (except slopes in excess of 3:1) shall be roto-tilled to a depth of six inches (6") and the following amendments spread evenly and thoroughly blended in per 1 000 square feet: A.4 cubic yards organic compostB.100 pounds Agricultural GypsumC.15 pounds soil sulfurD.25 pounds 16-6-8 slow release fertilizer11.Prior to planting, irrigation system shall be fully operational and all planting areas shall bethoroughly soaked.12, Each plant shall receive "agriform" (or equal) plant tablet as follows: 1 gallon container (1) 21 gram 5 gallon container (3) 21 gram 15 gallon container (5) 21 gram per three inches (3") of boxed tree size (1) 21 gram 13.Plant material shall not be root bound. Five gallon plants and larger shall have been grownin containers for a minimum of six months and a maximum of two years. Plants shall exhibithealthy grow1h and be free of diseases and pests.14.Plant pit shall be twice the width of the designated nursery container but shall be no deeperthan the container. Root ball shall protrude above the plant pit 1/2 inch (1/2") at thecompletion of planting.15.Backfill shall be per soil test For bidding purposes, back fill shall be as follows at a rate percubic yard:A.25% organic compostB.75% site soil C. \pOl,MIO FUS\ 1111£ HEIS\>000<-DWC 7/20/2011 16.Plants shall not be placed within twelve inches (12") of sprinkler heads or within eighteeninches (18") of buildings.17.Contractor shall install drainage chimneys in all plant pits where obstruction to root growthor drainage is encountered, such as in rock, clay or caliche. If rock is encountered where aplanting is indicated, review location with Owner or Landscape Architect.18.Contractor shall maintain a minimum 2% drainage away from all buildings, structures, andwalls. Finished grades shall be smoothed to eliminate puddling or standing water.19.All areas not planted with ground cover (excluding lawn areas) shall be mulched to a depthof three inches (3") at the conclusion of planting up to the edge of each plant pit. Mulchshall be decomposed shredded wood "Forest Mulch."20.Contractor shall leave site in a clean condition, removing all unused material, trash, andtools.21.Contractor shall maintain all plantings for a period of thirty (30) days or until plants aredeemed established and irrigation is operating properly to the satisfaction of Owner andLandscape Architect -whichever period is longer.22.At completion of all work outlined in these plans, Contractor shall contact Owner andarrange for a walkthrough to determine that all aspects of work are completed. Work mustbe fully completed according to all plans and specifications and must be completed in agood workmanship manner and must be accepted by Owner in writing prior to thebeginning of the establishment period.The establishment period shall include the following scope of work:A.daily watering of all plant material.B.adjustment of sprinkler head height and watering pattern.C.weeding and removal of all weeds from ground cover areas, on a weekly basis.D.replacement of any dead, dying, or damaged trees, shrubs, or ground covers.E.filling and recompaction of eroded areas.F.filling and replanting of any low areas which may cause standing water.G.weekly removal of all trash, litter, clippings, and all foreign debris.H.At 30 days after planting, and prior to the end of the establishment period, Best FertilizerCompany 16-6-8 (or equal) shall be applied at the rate of six (6) pounds per 1,000 squarefeet to planting areas. Additional fertilizations shall be per soil test.20.Prior to end of establishment period, Contractor shall contact Owner and arrange for a finalwalk through. Owner must accept all maintained areas in writing prior to end ofestablishment period.A.All groundcover and shrubs shall be guaranteed by Contractor in writing as to growthand health for a period of sixty (60) days after completion of establishment period and finalacceptance. All trees shall be guaranteed by Contractor in writing to live and grow in anacceptable upright position for a period of one (1) year after completion of the specifiedestablishment period and final acceptance.B.Contractor, within fifteen (15) days of written notification by Owner, shall remove andreplace all guaranteed plant materials which, for any reason, fail to meet the requirementsof the guarantee. Replacement shall be made with plant materials as indicated or specifiedon the original plans, and all such replacement materials shall be guaranteed as specifiedfor the original material guarantee. DI RT DIAL TOLL FREE 1-800-422-4133 AT I.EAST MO DAYSAF:FCRE YOU -JIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 1.P\DSCA� � <) p ��'.M ,i, cl i}f � 0� CJ ,.._¼ 6'6' :'.A :; "' � ' ./,1 ��' 'ci :._ (. PY VY ...d__ <l' l' 7 ,,>'<--1 rt -o'I' OF CAI.I< 11, DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 1 s��ET 11 CALIFORNIA LANDSCAPE TECHNOLOGIES landscape arch/lecture Irrigation design 3685 Vista Campana N. Unit 41, Oceanside CA 92057 760.809.3241 APPROVED FOR /RR/GA T/ON ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING RCE REVIEl.'ED INSPECTOR 11 AS AREA. BUILT" EXP. BY, DATE DATE CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: PLANTING SPECIFICATIONS FORREST RESIDENCE TAMARACK AVENUE I I APPROVED: G � �t!:f:fW/ (JJ,/�I& I� PLANNING OWN BY: PROJECT NO. DRAWING NO. CHKD BY: LPC2026-0007 553-2LRWID BY: DEV2024-0096 - I I I --- I II 11 / I 1! I - ~ : ·-,,~ -~~ + -- 6/l0/28 ~,Y.t[w 2