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Home My WebLink AboutDWG 496-4L; CT 13-04; GOLDEN SURF; 01-16DRAWING INDEX TITLE SHEET PLANTING PLAN PLANTING PLAN PLANTING DETAILS, AND NOTES SPEC'S. IRRIGATION TITLE SHEET IRRIGATION PLAN IRRIGATION PLAN IRRIGATION HYDROZONES IRRIGATION HYDROZONES IRRIGATION DETAILS IRRIGATION & MAINTENANCE NOTES AND SPEC'S. HARDSCAPE PLAN HARDSCAPE PLAN HARDSCAPE DETAILS EXISTING LANDSCAPE PLAN WATER AND MAINTENANCE PLANS OWNER Farzan Dehmoubed 1000 Camino De Las Ondas Carlsbad, Ca 92011 Contact: Farzan Dehmoubed Phone: (760) 688-9962 ARCHITECT Karnak Planning and Design 3614 Calle Vicente San Clemente, Ca, 92673 Contact: Phone: Email: Robert Richardson (760) 434-8400 karnakdesign@gmail.com L-1 L-2 L-3 L-4 L-5 L-6 L-7 L-8 L-9 L-10 L-11 L-12 L-13 L-14 L-15 L-16 LANDSCAPE ARCHITECT DMLA 34032 Alcazar Drive, Dana Point, Ca 92629 Contact: Phone: Email: C: \DRAWING FllES\lln.E SHEETS\XXXX.OWG 3/1/2016 David Mierlschin (949) 240-7679 david@dmlaonline.com DI 1000 VICINITY CITY OF OCEANSIDE HIGHWAY 78 PACIFIC OCEAN CAMINO MAP c;> CITY OF VISTA ~ '<-0 CITY OF SAN MARCOS CITY OF ENCINITAS RT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG DE LAS ONDAS LOCATION MAP PASEO DEL NORTE 1000 CAMINO DE__,,~- LAS ONDAS P!'-\CIFIC CT f24-17 OM.A 3-8-~ OM.A ci>J'IDSCAp<' ,,.eo"'() ,;1ER TSc,sc --i.,C' '-CJ * q.,, ">;, 52~ CY~ -..J ~ ' ,,,, 0 •o~ -O> 1 ec ure 34032 Alcazar Drive, Dana Point, Ca 92629 p/£(949)388--3369 ~ JU~ 2017 *~3-i."-/1 * u'~ ~"i"-OAlE INITIAL '41, ME ~ cf OF CA\.l'i'J UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA !ration Dale: 07-31-17 DESIGNER OF WORK ------------------------- 13-04/ ITT aJlMTTAL DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS 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 AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVA T/ON PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. BY: twt~ I PHONE NO: ( q vci) Got'.> -"3'3(;,°) REGISTRATION NO: Jb: 2200 EXP/RATION DA TE: WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND /RR/GA TION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WA JER EFFICIENT LANDSCAPE REGULATIONS. I HA VE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WA JER. BY: ~ u)c,_'__ •· fd2 DATE: PHONE NO: (~ REGISTRATION NO: :;/:_t-?2 Oh EXP/RATION DA TE: BACKFLOW PREVENTER TESTING: ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE JESTED BY A CERTIFIED JESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WA JER DISTRICT. PIPE BETWEEN THE MEJER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW JESJERS CAN BE FOUND ON THE CITY WEB SITE AT: HTTP:/ /WWW.CARLSBADCA. GOV /SERVICES/DEPARTMENTS/WA JER/DOCUMENTS/RECYCLEDWA TERBACKFLOWTESJERLIST.PDF FOR RECYCLED OR HTTP: //WWW.CARLSBADCA. GOV /SERVICES/DEPARTMENTS/WATER/DOCUMENTS/WA JERBACKFLOWJESTERLIST.PDF FOR POTABLE OR CALL (760) 438-2722. INSPECTION PROCEDURES: INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCH/JECT OF WORK, OR HIS OES/GNA JED AGENT. REFER TO THE SPECIF/CATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTAL$. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCH/JECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLEJED BY SUBMITTING THE "FINAL LANDSCAPE CERT/FICA TION FORM". A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "FINAL LANDSCAPE CERT/FICA TION" FORM E-MAIL TO: mikeel/iott2@cox.net LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602-4602. 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 PROJECT ALL UTILITIES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. SEPARATE CITY REVIEW: A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS /S FOR LANDSCAPE PLANTING AND /RR/GA TION ONLY. APPROVED FOR /RR/GA T/ON AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. II AS BUILT" ASSESSOR'S PARCEL NUMBER RCE EXP, DATE 13-10 / REVIEIJED BY, PUD CDP 13-··· 33 INSPECTOR DATE art, CMWO, CQ.NI'( DB< la3JLtcS w . CITY OF CARLSBAD CTrJ 6 PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: GOLi0EN SURF •. 1000 CAMINO DE LAS ONDAS TITLE C:1-ll'"l'"T I APPROVED: /~~ s:: E::-.{l::4t I l-;-'4-17 . PLANNING DWN BY: PROJECT NO. DRAWING NO. DAlE INITIAL OAlE INITIAL CHKD BY: REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT 13-04 496-4L rt-,. / •; SYMBOL u I I I I I ( PIT TOB 5 6AL I 10' f.,,. -t,IJLGl't :311 D PIT GR.A ~-~=•6AL--1 ~~ PHO Ana: 5 &AL S'Tl': NIG 15 6AL CLY GAL 5 &AL B4' ROAD 4 PUBLIC UTILITY - ' EASEMENT VINES GARHED I 6AL CEA HOR ,L6AL KEY BOTANICAL/ COMMON NAME ~ANTLEP ANTl60NON LEPTOPUS CORAL VINE OJ [] [[] ----- ~ CLY GAL CL YTOSTOMA CALLISTE6IOIDES LAVENDER TRUMPET ~HARYIO HARDENBER61A YIOLAGEA PURPLE VINE LILAC C: DRA~NG FILES TllLE SHEETS CLSB-IP.DWG REVISED: 3 1 2016 □ ROSIGE 5 6AL GEA HOR 16AL MYRGOM 5 6AL LOP CON 24" BOX r -R05'PRO- FLATS r REMARKS TRAIN TO J,,lALL TRAIN TO J,,IALL TRAIN TO J,,!ALL GARISRE 16AL PHO ROE lb-%" BTH SIZE QTY. 5 6AL 14 5 6AL 5 6AL B5 • I • I DETAIL I 6 6 6 v-!UGOLS IV REG.-RTG. :l-L :l-L OJ MYRGOM ta.ol &AL -GEA-H0R-•- l 6AL DIE IRI 5 6AL . _E'l:IQJ<,OE - lb-Bo' BTH ROS PRO \ 4 an' ) I I I IMJLGH IB" DEEP I I FLATS DIE IRI _J \ · 5 6AL -CAR.BO I 6AL I __ _J I I I I I --f I ), > -M-'r--" I I I ··-·t I ), (1-t--,i-f.'J-'>? I r POT ABLE J,,!A TER LINES SYAROM IOBTH FUR MED 15 6AL BOU PUR 5 6AL A6A ATT 15 &AL AOOl.i&' 56AL ROS PRO FLATTED-- ii iJ jj I !1 --- MATCHLINE SEE SHT L-3 SYMl30L ~ ffi ® 0 @ 0 ~ %1' ~ SYMl30L 0 p L A N T N G KEY BoT ANICAL/ COMMON NAME BRU HYB BRU6MANSIA HYBRID PEACH AN6ELS TRUMPET CAM JAP CAMELLIA JAPONIGA CAMELLIA GIT ORA CITRUS OR.ANISE SEMI DJt.lARF CITRUS CUP ANA GUPANIOPSIS ANAGARDIOIDES GARROTHOOD LOPGON LOPHOSTEMON GONFERTA BRISBANE BOX PHO GAN PHOENIX GANARIENSIS CANARY ISLAND PALM PHO ROE PHOENIX ROEBELINII PYGMY DATE PALM PITSIL PITTOSPORUM T. "SIL YER SHEEN' PITTOSPORUM SYAROM SYAGRUS ROMANZOFFIANUM QUEEN PALM SYAROM SYA6RUS ROMANZOFFIANUM QUEEN PALM SHRUBS KEY BOT AN I CAL/ COMMON NAME A6A ATT A6AYE ATTENUATA FOXTAIL A6AYE ANI BUS AN160ZANTHUS 'BUSH RAN6ER" KAN6AROO PAI'< BOUPUR BOU6AINYILLA 'FURPLE QUEEN' FURPLE BOUGAINVILLA CAR HED CARISSA "BOXViOOD BEAUTY" BOXJt.lOOD NATAL PLUM L E 6 E N D REMARKS SIZE QTY. MULTI Tl':UNK 15 6AL EXISTIN6-TRANSPLANT AS SHOi'IN MUL Tl OR LOJt.l BRANCH 24" BOX €> 24" BOX 2 24" BOX EXISTIN6-TRANSPLANT AS SHOi'IN MULTI Tl':UNK 1e/1~56~ 2 BTH 15 gal 5 MATCHED HEl6HT IO' BTH l:l MULTI Tl':UNK b' BTH 2 REHARKS SIZE QTY. 15 gal 10 I gal 15 %" O,C,, 5 gal 20 HED6E PRUNED 5 gal Bb ul---c,t' _ ------,',Ir __ -0 ~ 0 EB GAR BOX CARISSA "BOXJt.lOOD BEAUTY" UN-PRUNED 5 gal 24 ROS PRO FLATTED ANT LEP 5 6AL HAR YIO i'i "-----i,.:.5;:.;r-:..oAL..:.:::_ u V GEA HOR I &AL 25'-0" 1 ec ure 34032 Alcazar Ddve, Dana Point, Ca 92629 p/£(949)388-3369 ' I 0 • 0 @ 0 @ 0 0 ~ ~ 0 0 0 I SYMl30L BO XJt.lOOD NATAL PLUM GEA HOR GEANOTHUS HORIZONTALIS CARMEL CREEPER CYG REY GYGAS REVOLUTA SAGO PALM DIA REY DIANELLA REYOLUTA ''LlmE REY" LITTLE REY FLAX LILY DIE IRI DIETES IRIDOIDES FORTNIGHT LILY FUR MED FURCRAEA MEDIOPIGTA VARIEGATED FURGRAEA HEU MAX HEIJGHERA MAXIMA ISLAND ALUM ROOT MYRGOM MYRTUS GOMMUNIS MYRTLE NAN DOM NANDINA DOMESTICA HEAVENLY BAMBOO NAS TEN NASSELA TENUISSIMA MEXICAN FEATHER 6RASS PHO ATR PHORMIUM "A TROPIJRPIJREA" NEVi ZEALAND HYBRID FLAX PIT TOO PITTOSPORUM TOBIRA PITTOSPORUM PIT GR.A PITTOSPORUM GRASSIFOLIUM 'GOMFAGTA' PITTOSPORUM ROSIGE ROSA 'IGEBER6' IGEBER6 Jt.lHITE FLORIBUNDA ROSE RHA GLA RHAPHIOLEPIS I. "CLARA" INDIA HAViTHORN S'Tl': NIG STRELITZIA NICOLAI 6IANT BIRD OF PARADISE GROUND COVERS KEY BOT AN I CAL/ COMMON NAME REMARKS I gal 64 24"BOX 16AL IB 5 gal 45 15 gal 22 I 6AL IB 5 gal 41 5 gal 2 I gal 12 5 gal 2 5 gal €> 5 gal 12 5 gal 20 5 gal IB 15 gal 2 SIZE QTY. C :··1 i' .:! ~ GAR TUT CARISSA "6REEN CARPET" I 6AL 024" O.G. GREEN CARPET NATAL PLUM m JJN CON JUNIPER.US GONFERTA SHORE JUNIPER I gala 24"0,G, ~;: FESal FESTUGA "ELIJAH BLUE' 4" POTS 1112"0.G. r / X BLUE FESGUE x/ / ;: y ◊ "x ROS PRO ROSMARINUS 0. "PROSTRATUS" flatso 12" o.c. y [',. X X TRAILING ROSEMARY X X ✓ X X . .:. : _ _.;· ·. ~: .. MARATHON II SODDED TURF -~ . •, ,• ·-... ,_. . · ... -. : . TURF 6RASS '. ' " '-' MULCH BARE 6ROUND BETViEEN ALL SHRUBS AND TREES :l" DEEP, BE™EEN 6ROUND WYERS 1-1/2" DEEP-USE PARTIALLY COMPOSTED, NITR06EN STABILIZED TREE TRIMMIN6S, 0-2 INCH SCREENED GOMFOS T OR PRE· APPROVED EQUAL. f24-U DM.A /1\ ST SU3MTTAL 3-!H7 DM.A I arr, CM/ID, COlNTY D6I RBJIJES 3-20-U DM.A I CMl'/0 R!:ru-ES 1,t<\'lDSCAp,:, ;,,"'"'" ,;1ERTsc,1c 4;,C' (f * ~ ~ -~ ~~ -.,::,,. 'I. '6--1 --JLLY 31 2017 * ,_,. w.1:~ * u'), :? :.,9.7 ~ ,.,. l, 11-"" DATE INITIAL <:' OF CAllr'J REVISION DESCRIPTION DESIGNER OF WORK c.xpiration Date: 07-31-17 DETAIL Ar:, At:, Ar:, Ar:, E,F A E,F E,F DETAIL I A A A A A A A A AP A A A A A A A A A A A DETAIL B B B B .. f'!JCOLS IV REG.-RTG. ·M B·M B-M :l·M B-L B-M B·M :l-M B·M f'IJCOLS IV RE6.-RTG. B-L B·L 3-L :l-L 3-L 3-L B-L B-L 3-L 3-L :l-L :l·L B-M B-M B·L :l·M I NJCOLS IV I REG.-RTG. B-L B-L B·L 3-L B-H ~QTY 99 GEA HOR/ KEY I GAL~ SIZE DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CAMINO DE LAS OMDAf:i KEY MAP f-----SC_A_LE_----1 ]"=60'-0" PLANTING PLAN APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE I SH2ET I CITY OF CARLSBAD LJ§J PLANNING DIVISION 6 LANDSCAPE IMPROVEMENT PLANS FOR: GOLDEN SURF 1000 CAMINO DE LAS ONDAS CARLSBAD, CALIFORNIA I APPROVED: ~l ~.'{.!, I 4-: l:::H~ PLANNING DWN BY: I I DRAWING NO, PROJECT NO. CHKD BY: CT 13-04 RVWD BY: 496-4L l"Li::.. 11 t: 'l' iJ I' ~ '1; • ~ V) 1;;,1 'ii I I I I ···1 I ,J 1 -------· I I " i25 .... "' IU----SEI-IER LINE , --10' SEI-IER EASEMENT --------- C: DRAWING FILES TITLE SHEETS CLSB-IP.DWG REVISED: 3 1 2D16 "' ' ,. -,< \ -,<\ w "' <( co °' <( --"' - ------------1 I <I L__M_---YL.-J',. L ________ .,, --------~ l,. " ,.::, ,::, <:d -- I I :; ~ '- -a 'CJ ~ "1 t;5 V) C.EA HOR ' 5 6AL ..... ANt LEP X X X X X X ..... , 1 HAR VIO 5 GAL ROS PRO FLATTED <::, 'CJ l'uMANA 2411 MYRC.OM 5 GAL ANI 131.15 BOX C I GAL GARAGE SYAROM 10 BTH C.EA HOR I GAL -- POTABLE l'lATER LINES an scape c 1tecture 34032 Alcazar Drive, Dana Point, Ca 92629 p/f(949)388~3369 j '1 .i ~ ·j -I , ~ I ' ., " J j ti ~ A. Slope Planting CITY NOTES RECLAIMED l'1A TER IS PROPOSED FOR THIS SITE FOR THE ENTRY COMMON DRIVE PLANTINGS 1, AREAS OF APPLICATION (Planting) • Slopes -6:1 or steeper and: ALL MAINTENANCE V'IILL BE THE RESPONSIBILITY OF THE OY'INER ALL TREES SHALL BE A MINIMUM OF FIFTEEN (15) GALLON SIZE 50% OF THE SHRUBS SHALL BE A MINIMUM OF FIVE (5) GALLON SIZE APPLY 3" DEEP MULCH TO ALL BARE AREAS BETY'IEEN SHRUBS AND TREES PROVIDE ROOT BARRIERS FOR ALL TREES HITHIN 5' OF HARDSC.APE • 3 feet or less in vertical height and adjacent to p,,blic walks or streets require at a minimum Standard #1 (cover crop or erosion control matting.). Greater than 3 feet to 8 feet in vertical height require Standards #1 (erosion control matting shall be installed in lieu of a cover crop), #2 and #3. In excess of 8 feet in vertical height require Standards #1 (erosion control rnatting shall be installed in lieu of a cover crop), #2, #3 and #4. Areas graded flatter than 6:1 require a cover crop per Standard #1 whc:n they have one or more of the following conditions: Sheet graded pads not scheduled for irnprovements within six (6) months of con1pletion of rough gracling. A potential erosion problem as determined by the City. ldentific:d by the City as highly visible areas to the public or have special conditions that \Vatrant irnn1cdiate trcatrnent. ALL SLOPES SHALL HAVE C.OVER PLANTIN6S AND EROSION CONTROL FABRIC MATTIN6 PROVIDE POSITIVE SURFACE DRAINAGE (2% 6RADE IN PLANTIN6 AREAS) AHAY FROM STRUCTURES TERMINATIN6 IN AN APPROVED DRAINA6E SYSTEM, FOR 6RADIN6 PLANS, REFER TO C.IVIL ENGINEER'S PLANS THE CONTRAC.TOR SHALL CONTAC.T THE LANDSCAPE ARC.HITECT PRIOR TO BE61NNIN6 LANDSCAPE HORK SO THE LANDSC.APE ARCHITEC.T CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISED PLANS ACCORDINGLY TO SC.REEN ALL UTILITIES FROM VIEW. 2. SLOPE PLANTING STANDARDS Slopes requiring erosion control n1easures, as specified above, shall he treated with one or more of the following planting standards: • Standard #1 -COVER CROP/ AND EROSION CONTROL MATTING Cover crop shall be a seed mix typically composed of quick germinating and fast covering grasses, clovers and/or wild flowers. Submit the specific seed mix for City approval prior to application. The cover crop shall be applied at a rate and manner sllfficient to provide nLnety (90'1/r,) percent coverage within thirty (30) days. Type of erosion control matting_shall be as approved by the City and affixed to the slope as recon1n1ended by the nianufacturer. On slopes 3 feet or less in vertical height where adjacent to pLtblic walks or streets: ✓ \Vhen planting occurs between August l 5 and April 15, erosion control matting shall be rec1uired. ✓ During the remainder of the year, the cover crop and/ or erosion control matting may be used. ~ 12' UTILITY On slopes greater than 3 feet in height, erosion control matting shall be rcq,,irecl and a cover crop shall not be used, unless otherwise approved by the City. a EASEMENT 1:1 -~ J-- 'l------+-S .. '----\- H,f--------t-SF>----1---- SEHER ii LINE :·1 ,,I MATGHLINE SEE SHT L-2 --- ,- J J.1. Y 31 20f7 .. ~'"f * "'~ ---1."'-.,,. ',(Jr, ~ Q..\.- • Standard #2 -GROUND COVER One: hw1Clred (100'1/o) percent of the area shall be planted with a ground cover known to have excellent soil binding characteristics (planted from a minimu1n size of flatted material and spaced to provide full coverage within one (1) year). • Standard #3 -LOW SHRUBS Low sprcacling woody shrubs (planted from a n1inimum of !-gallon containers) shall cover a minimum of seventy (703/<J) percent of the slope face (at mature size). • Standard #4 -TREES AND/OR LARGE SHRUBS Trees and/ or large shrubs (planted from a rninirnum of 1-gallon containers) shall be installed at a minimum rate of one (1) plant per two hundred (200) square feet. 3. PLANTS Plant materials used on slopes shall be those species that are known to have low water requirements and rooting systems of various depths that will rn.inimizc erosion and soil slippage. 4. HYDROSEED • Hyrdroseccl in lieu of Standard #2 may be allowed if approved by the City and under the following conditions: Native plants are required to be planted as a condition of approval of the project by the City or other presiding agency and the required species are comn1ercially unavailable in container or flatted stock. The slope is determined by the City to be too rocky for hand planting. • The hyclroseed mix shall consist of a variety of long lived plant materials with root systems of varying depth. _) GJ~MINO DE LAS ONDAS KEY MA p >-------sc_·A_LE_------j 1"=60',Q" PLANTING PLAN APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE--~ EXP.~---DATE REVIEWED BY: INSPECTOR DATE l------"~~8-17~----""="=--t--Lf~~~· CM~WD:::,__,COLNTT='---"~=RWJ\ES='-------+--+--+--+-----1 SH3ET CITY OF CARLS BAD 6 "24-17 ~• • = SUJMTTAL w ~ :Vi0-17 OM.A CMWD RW.11ES ~:;;;;~;:::::;::;::;;=.:::;:::;;P;;L~A~N;;N;;:I N~G;;:::D~I V~I S=:I O~N~====----'===~ LANDSCAPE IMPROVEMENT PLANS FOR: DATE INITIAL DA TE INITIAL DATE INITIAL GOLDEN SURF 1000 CAMINO DE LAS ON DAS CARLSBAD, CALIFORNIA APPROVED: PLANNING OWN BY: PROJECT NO. DRAWING NO. CHKD BY: __ _ CT 13-04 496-4L fo Of CAl.l'i'J ---...._....,,.;; 07_3H7 DESIGNER OF WORK xpiration Date: REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C: DRA\\1NG FILES llill SHEETS CLSB-IP.DWG RE"1SED: 3 1 2016 Id MAX. DEVELOPER OR CONTRAC, TOR SHALL PERFORM AN A6RONOMICAL SOIL TEST AND INCWDE RESl!LTS AND PLANTINoS RECOMMENDATIONS FOR AMENDMENTS. BASIN 12"-IS" CD SECTION VIEW -N.T.S. (D) SLOPE PLANTING PITS DEVELOPER OR CONTRACTOR SHALL PERFORM AN A6RONOMICAL SOIL TEST AND INCLUDE RESl!L TS AND PLANTING RECOMMENDATIONS FOR AMENDMENTS. CD 5 \_,..-=]) 6 -v- /@~~~~ 10 @ SECTION VIEW -N.T.S. I. SHR!JB, SET TOP OF ROOTBALL I" ABOVE FINISH GRADE, TYP. 2. 3"-4" DEEP BASIN AND Tl6HTLY PACKED BERM, IN-SLOPE THE Sl!RFACE TO COLLECT WATER AND SOIL IN THE PLANT PIT 3. MULCH LAYER-KEEP i'tlLCH OFF TRUNK 4. FERTILIZER TABLETS-REFER TO SOILS REPORT S. ROOTBALL, UNTANoSLE MATTED ROOTS AT ED6E WITH WATER FROM HOSE, DO NOT CRACK ROOTilALL 6. NATIVE SOIL, SCARIFY 6"-10" 1. NATIVE GRADE OR COMPACTED FILL I:>. FINISH GRADE MULCHED AREA 24' CD q_ SCARIFY SIDES OF PLANT PIT 1 m I 10. AMENDED BACKFILL, USE SAME SOIL REMOVED FROM PLANT PIT. REMOVE ROCKS, BREAK-UP CLODS, ADD AMENDMENTS PER CURRENT APPROVED SOILS REPORT SPECIFICATIONS II. INSTALL EROSION CONTROL FABRIC PER MFR'S. REGS. TO FRONT AND BACK OF RE-GRADED SLOPES UNTIL PLANT ESTABLISHMENT I. PALM TRUNK, TRIMMED AND SET VERTICAL, SET TOP OF ROOTBALL 2"-3" ABOVE FINISH GRADE 2. NOT USED 3. i'tlLCH LAYER, KEEP OFF TRUNK 4. FERTILIZER TABLETS-REFER TO SOILS REPORT S. ROOTBALL, TRIMMED, DO NOT CRACK ROOTBALL 6. SAND BACKFILL, WATER JETTED DURING PLANTING FOR MAXIMUM STABILITY 1. NATIVE GRADE b. FINISH GRADE q_ SCARIFY SIDES OF PLANT PIT 10 . .AIJGER V DIA. HOLE 6' DEEP OR BELOW HARDPAN LAYER. FILL WITH GRAVEL. VERIFY POSITIVE DRAINAGE BEFORE PLANTING. II. 4' OBSERVATION STANDPIPE WITH THREADED REMOVABLE CAP-DO NOT FILL WITH GRAVEL 12. 4" DIA. PERFORATED PVC PIPE "U", DRAIN TOl'IARDS OUTLET, WRAP IN FILTER FABRIC 2X ROOTBALL SECTION VIEW -N.T.S. (A) PLANTING PITS EQ. G) ----:i;~z--, ----------+ (j)-1 O.C. ON CENTE SPACINe PER ~ PLANTING LEGEND 2:-.s:-4--..;.v-z.. PLANTING PITS LARGE PALMS 3 2 4 ' ------,----. I _Ill 'I 111 ,~L-_( •-, , 1~-:111=.:·11 •----:fnL e -_-,---,---- ONLY STAKE IF ABSOLUTELY NECESSARY, REMOVE AFTER I. PALM TREE, TRIM FRONDS AND TIE FOR FIRST SEASON IF BO DAYS WITH ORGANIC TWINE POSSIBLE 2. TRUNK AND ROOTBALL, SET VERTICAL I 2"-B" ABOVE FINISH GRADE. DO NOT CRACK ROOTBALL 3. 3"-4" DEEP BASIN FORMED AROUND ROOTBALL, TIGHTLY COMPACTED BERM 4. 2"-3" DEEP SHALLOW BASIN 24" DIAMETER FORMED AROUND ROOTBALL 5. i'tlLCH LAYER-KEEP MULCH OFF TRUNK 6. FINISH eRADE 1. SAND BACKFILL, WATER JETTED DURING PLANTING FOR MAXIMUM STABILITY b. NATIVE GRADE OR COMPACTED FILL 4 mm mm 11 -1 I 1-'' -'1--::-1 I '---=I ONLY STAKE IF ABSOLUTELY NECESSARY, REMOVE STAKES AFTER FIRST SEASON IF POSSIBLE ,1 I I Ii' 111 -c1w 3 -., DEVELOPER OR CONTRAC,TOR SHALL PERFORM AN A6RONOMICAL SOIL TEST AND INCWDE RESULTS AND PLANTINe RECOMMENDATIONS FOR AMENDMENTS. I. SHRUB, SET TOP OF ROOTilALL I" ABOVE FINISH eRADE, TYP. 2. 2"-3" DEEP SHALLOW BASIN 24' DIAMETER FORMED AROUND ROOTBALL B. MULCH LAYER-41:>" DIAMETER AREA AROUND PLANTINGS 4. FERTILIZER TABLETS-REFER TO SOILS REPORT 5. ROOTBALL, UNTANoSLE MAffiD ROOTS AT EDGE WITH WATER FROM HOSE, DO NOT CRACK ROOTBALL 6. NATIVE SOIL, SCARIFY b"-10" 1. NATIVE GRADE b. FINISH GRADE q_ SCARIFY SIDES OF PLANT PIT 10. AMENDED BACKFILL, USE SAME SOIL REMOVED FROM PLANT PIT. REMOVE ROCKS BREAK-UP CLODS, ADD AMENDMENTS PER CURRENT SOILS REPORT SPECIFICATIONS-REFER TO SOILS REPORT I. 6ROUND COYER/SHRUB, SET TOP OF ROOTBALL I" ABOVE FINISH eRADE. 2. MULCH LAYER, HOLD AWAY FROM TRUNK/ STEM. MULCH BED BEFORE PLANTING. 3. ROOTBALL, UNTANoSLE MAffiD ROOTS, DO NOT CRACK ROOTBALL 4. FINISH GRADE 5. AMENDED PLANTING BED, (PREPARE PRIOR TO PLANTING) 6. SCARIFIED NATIVE GRADE OR COMPACTED FILL 1. HALF THE ON CENTER SPACING b. BACK OF CURB OR BED LINE 4 6 I. TREE, SET TOP OF ROOTBALL 2"-3" ABOVE FINISH &RADE, TYP. 2. 2" DIAMETER LODGEPOLE STAKE, PLACED ON THE WIND-WARD SIDE OF THE TREE, STAKE SHALL NOT PENETRATE ROOTBALL 3. TREE TIE-MIN. (2) PER STAKE 4. 3"-4" DEEP BASIN FORMED AROUND ROOTBALL, TIGHTLY COMPACTED BERM 5. MULCH LAYER-KEEP MULCH OFF TRUNK 6. TRUNK AND ROOTBALL 1. FINISH GRADE b. SEE PLANTINoS PIT DETAIL-TYP. q, NATIVE GRADE OR COMPACTED FILL 10. ROOT CONTROL BARRIER REQUIRED FOR TREES AT OR WITHINS' FROM ANY HARDSCAPE 5HAl'ITOl'IN INDUSTRIES OR DEEP ROOT CORP. PER CITY STANDARDS P L A N T N G SPECS. I. GENERAL THESE DRAYllNGS ARE DIAGRAMMATIC, SHOWING INTENDED LOCATIONS AND RELATIONSHIPS OF PLANTING ELEMENTS. FINAL SITE CONDITIONS, ALTERED DURING CONSTRUCTION MAY REQUIRE ADJUSTMENTS TO THE LAYOUT. THE IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL, TESTED AND INSPECTED PRIOR TO PLANTING. ANY SUBSTlllJTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT OR OAR. PRIOR TO PURCHASE AND INST ALLA Tl ON. II. PLANT MATERIAL/QUALITY ASSURANCE THE CONTRACTOR SHALL MAINTAIN A QUALIFIED SUPERVISOR, FAMILIAR WITH THE TYPE OF HORK AND THE CONTRACT DOCUMENTS, ON SITE AT ALL TIMES DURING INSTALLATION OF THE YlORK AND PRIMARY MAINTENANCE. ALL PLANT MATERIAL SHALL BE SUBJECT TO THE APPROVAL BY THE OWNER'S AUTHORIZED REPRESENTATIVE (OAR.!. THE CONTRACTOR SHALL Sl!BMIT A LIST OF AVAILABILITY FOR ALL BOXED TREES THIRTY (30) DAYS BEFORE SCHEDULED PLANTING FOR APPROVAL AT THE NURSERY BY THE OAR. CONTRACTOR IS RESPONSIBLE FOR FURNISHING PLANT MATERIAL FREE OF PESTS OR DISEASES AND NORMAL IN FORM FOR THE SPECIES AND DESIGN CALLED FOR IN THE PLANS. ONLY AS MANY PLANTS AS CAN BE PLANTED AND WATERED THAT SAME DAY SHALL BE DISTRIBUTED IN A PLANTING AREA. THE CONTRACTOR SHALL NOT INSTALL PLANT MATERIAL THAT IS WILTED OR HAS A DAMAGED ROOT BALL CONTRACTOR SHALL NOT INSTALL TREES WITHIN TEN (IO) FEET OF ROTORS/ IMPACT HEADS OR HITHIN THREE (3) FEET OF STREAM/ SPRAY HEADS. ALL TREES HITHIN A SPECIES SHALL HAVE MATCHING FORM, SIZE AND TEXTURAL DENSITY. SOIL AMENDMENT AND BACKFILL MIX AS DESCRIBED HEREIN ARE FOR BIDDING PJRPOSES ONLY. SPECIFIC AMENDMENTS AND FERTILIZER HILL BE SELECTED AND SPECIFIED AFTER ROUGH GRADING IS COMPLETE AND SOILS SAMPLES CAN BE TESTED. AMENDMENT AND FERTILIZER AMOUNT AND TYPE SHALL BE AS RECOMMENDED IN THE AGRONOMIC SOILS REPORT. 111. f'EED ABATEMENT NEED ABATEMENT SHALL BEGIN AFTER ROUGH GRADING. CONTRACTOR TO IRRIGATE PLANTING AREA FOR THREE (3) NEEKS OR UNTIL SUFFICIENT NEED SEEDS HAVE GERMINATED. AFTER 1'1HICH A CONTACT HERBICIDE IS SPRAYED BY A LICENSED PEST CONTROL APPLICATOR. IRRIGATION IS STOPPED FOR FORTY-EIGHT (4/;) HOURS. THE DEAD YlEEDS ARE THEN REMOVED AND AFTER SUCH TIME AS NECESSARY FOR THE HERBICIDE TO DISSIPATE, PLANTING MAY BEGIN. IV. SOIL PREPARATION NO SOIL PREPARATION SHALL BE DONE UNTIL ROUGH GRADING HAS BEEN APPROVED BY THE OAR. SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY THE CITY) THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING, a. ORGANIC MATTER CONTENT b. N,P,K ~--~~ e. SOIL TEXTURE (SILT, CLAY, SAND) f. RECOMMENDATIONS FOR AMENDMENTS, LEACHING AND MAINTENANCE FERTILIZATIONS. THE RESl!L TS AND RECOMMENDATIONS OF THE TESTING LABORATORY SHALL BE Sl!BMITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. CROSS RIP ALL PLANTING AREAS TO DEPTH OF TWELVE (12) INCHES AND UNIFORMLY INCORPORATE THE FOLLOJ,,ING AMENDMENTS INTO THE TOP SIX (6) INCHES AS PART OF THE FINISH GRADING WORK. PER THOUSAND (IQOO) SQUARE FEET, TvlO HUNDRED (200) POUNDS "GRO-POl"IER PLUS" SIX (6) CUBIC YARDS NITROGEN STABILIZED ORGANIC COMPOST THO HUNDRED (200) POUNDS AGRICULTURAL GYPSUM PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED TO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED MEET THE REQUIREMENT OF THIS SECTION. V. FINISHED GRADING AFTER ROUGH GRADING, NEED ABATEMENT AND SOIL PREPARATION ALL PLANTING AREAS SHALL BE SMOOTHLY GRADED. THE GRADE SHALL BE UNIFORM AND SMOOTH WITH NO ABRUPT CHANGE OF SURFACE. GRADING SHALL PROVIDE FOR NA llJRAL RUNOFF HITHOUT LOH SPOTS. FLOYl LINES SHALL BE ACCURA TLEY SET BY INSTRUMENT AT THO (2) PERCENT MINIMUM SLOPE. CONTRACTOR SHALL REMOVE FROM PLANTING AREAS ALL DEBRIS, NEEDS AND ROCK LARGER THAN ONE (I) INCH IN DIAMETER FROM THE TOP SIX (6) INCHES OF SOIL AND DISPOSED OF OFF-SITE. VI. INSTALLATION THE IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL, TREES INSTALLED AND A COVERAGE TEST COMPLETED PRIOR TO ANY CONTAINER OR GROUND COVER MATERIAL INSTALLATION. EXCAVATION FOR PLANTING SHALL INCLUDE THE STOCKPILING OF TOPSOIL FROM WITHIN AREAS TO BE EXCAVATED FOR TRENCHES TREE HOLES, PLANT PITS AND BEDS. ALL EXCAVATED PLANTING HOLES SHALL HAVE VERTICAL, SCARIFIED SIDES, THICE (2X) THE SIZE OF THE DIAMETER AND SIX (b) INCHES MINIMUM DEEPER THAN THE ROOTBALL. EXCESS SOIL GENERATED FROM THE EXCAVATIONS AND NOT USED AS BACKFILL OR IN ESTABLISHING FINAL GRADES SHALL BE REMOVED FROM THE SITE, INSPECT ROOTBALL AND GENTLY LOOSEN OR UNTANGLE MATTED ROOTS, DO NOT CRACK ROOTBALL. REPLACE ANY PLANTS WITH ROOTS GIRDLING THE ROOTBALL. THE CROWN AREA OF TREES AND SHRUBS SHALL BE 2" HIGHER AFTER SETTLING, THAN ADJACENT FINISH GRADE. THE APPROVED BACKFILL FOR PLANT PITS SHALL CONSIST OF THE FOLLOWING MIX. PLANT PITS SHALL BE FILLED TO THE REQUIRED GRADE AND THOROUGHLY SETTLED BY HATER APPLICATION AND TAMPING. PER CUBIC YARD OF MIX, UNIFORMLY BLENDED SIX (6) PARTS BY VOLUME ON-SITE SOIL or NON SALINE, NON SODIC, LOW BORON CONTENT SANDY TEXTURED TOP SOIL FOUR (4) PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT Ti"IENTY (20) POUNDS "GRO-POWER PLUS" Ti"IENTY (20) POUNDS AGRICULTURAL GYPSUM BACKFILL PIT HALF1'1AY THEN PLACE "GRO-POWER" SEVEN (1) GRAM OR "AGRIFORM" TWENTY ONE (21) GRAM SLOYl RELEASE PLANTING TABLETS SPREAD EYENL Y AROUND ROOTBALL. THE NUMBER OF TABLETS PER PLANT SHALL BE PER THE MANUFACTURER. PROVIDE A DEPRESSED WATER BASIN AS WIDE AS THE ROOT BALL FOR EACH PLANT. WATER AGAIN THOROUGHLY. UNTIE VINES AND REMOVE ALL STAKES AND TRELLISES THEN SECURELY FASTEN AND 'RAIN AGAINST YlHATEYER STRUCTURE NEXT TO HHICH THEY ARE PLANTED. TREES MUST BE STAKED AND/OR GUYED AT THE TIME OF PLANTING. LAY SOD WITHIN THO (2) DAYS OF DELIVERY AND DO NOT STORE IN HOT SUN. SET IN A STAGGERED PATTERN ON PRE-IRRIGATED MOIST GROUND AND SET FIRMLY AGAINST OTHER SOD PIECES. WATER THOROUGHLY AFTER PLANTING. UNLESS NOTED OTHERWISE, CONTRACTOR SHALL PLANT GROUND COVERS IN STRAIGHT ROWS, EVENLY SPACED IN A TRIANGULAR PATTERN AT THE INTERVALS LISTED IN THE DRAWINGS. THE APPLICATION OF ORGANIC MULCH MATERIALS MADE FROM RECYCLED OR POST-CONSUMER MATERIALS SHALL TAKE PRECEDENCE OVER INORGANIC MATERIALS UNLESS RECYCLED OR POST-CONSUMER MATERIALS ARE NOT LOCALLY AVAILABLE. AFTER ALL PLANTING 15 COMPLETED TOP DRESS ALL NON-TURf LANDSCAPED AREAS HITH SLOPES LESS STEEP THAN ' LAYER OF SINGLE GRIND SHREDDED BARK MULCH, TO COVER THE PLANTING AREA COMFLETEL Y. THIS F PALM TREE PLANTING TREE PLANTING DBL. STAKED-RT. BARRIER DITION TO SOIL AMENDMENT MATERIALS. 3,1, NITH A 3" LAYER IS IN AD UNLESS DIREC GROYlTH. TED OTHERWISE BY THE OAR., PRUNE ONLY TO REMOVE DEAD OR BROKEN BRANCHES AND SUCKER -- --J111 J1 Ii' I ,I SECTION VIEW -N.T.S. I. VINE, SET TOP OF ROOTBALL I" ABOVE FINISH GRADE, TYP. REMOVE VINE FROM NURSERY ST AKE SEP ARA TE BRANCHES IN A FAN, TIE TO SUPPORT 2. NOT USED 3. NURSERY RIBBON 4. 3"-4" DEEP BASIN FORMED AROUND ROOTBALL, TIGHTLY COMPACTED BERM 5. i'tlLCH LAYER-KEEP MULCH OFF TRUNK 6. TRUNK AND ROOTBALL 1. FINISH &RADE b. SEE PLANTINe PIT DETAIL-TYP. q_ NATIVE GRADE OR COMPACTED FILL 10. 3/lb" STAINLE55 STEEL EYE-BOLTS IN LEAD SHIELDS FOR WALLS II. 12 GUA6E GALY. CABLES Ci IV O.C. (6) VINE PLANTING-CABLED SHALL PROVIDE A NINETY (qo) DAY GUARANTEE FOR ALL PLANTS EXCLUDING TREES 1'1HICH SHALL BE VII. GUARANTEE CONTRACTOR GUARANTEED MANNER,ANY GROUND COVE FOR TIME AND FOR ONE (I) FULL YEAR. DURING THE GUARANTEE PERIOD THE CONTRACTOR SHALL REPLACE, IN A TIMELY PLANTS THAT ARE UNHEALTHY, MISSING OR DEAD. THIS GUARANTEE SHALL NOT INCLUDE DAMAGE TO R FROM EXGESSIVE RAIN RUN-OFF AND EXTREME WINDS. SUCH "NATURAL" DAMAGE SHALL BE REPAIRED MATERIALS. CE VIII. MAINTENAN CONTRACTOR ACCEPTANCE FREE, WA TERE AND APPEARA SHALL INCLUDE IN THEIR BID FOR A qo DAY MAINTENANCE PERIOD AFTER FINAL LANDSCAPE BY THE OHNER. THIS MAINTENANCE SHALL INCLUDE, BUT 15 NOT LIMITED TO, KEEPING ALL AREAS NEED D, FEST AND DISEASE FREE AND ANY OTHER YlORK NECESSARY FOR HEAL THY, VIGOROUS PLANT GROWTH NCE. c24-17 DM.A /1\ fil SU3MTTAL 3-8-17 DM.A /: arr, ™Mi,= ll6l REDLl'ES 3-20-U DM.A 11 CMWD REDLl'ES cANDSC-4,oi.' "'""'c, ,i-1ERrsc"' 4,>c> cY * ~ ¾ ~t}~-~s an scape re 1tecture 34032 Alcazar Drive, Dana Point, Ca 92629 p/£(949)388-3369 ~UL Y 31, 2017 1 ., ~.z,t'C I * "'00, -, ~,,. DATE INITIAL I.' OF CAll'f0 DESIGNER OF WORK REVISION DESCRIPTION expiration Date: 07-]·U GENERAL N O T E S A. THE LANDSCAPE ARCHITECT HILL INTERPRET THE MEANING OF ANY PART OF THE PLANS AND SPECIFICATIONS ABOUT WHICH ANY MISUNDERSTANDING MAY ARISE, AND HIS DECISION YllLL BE FINAL. B. THE CONTRACTOR SHALL OBTAIN CLARIFICATION TO QUESTIONS RELATIVE TO THE DRAWING BEFORE SUBMITTING A BID. C. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND LABOR NECESSARY TO COMPLETE THE HORK SHOWN ON THE DRAWINGS. D. THE CONTRACTOR SHALL CARRY NECESSARY CALIFORNIA STATE CONTRACTORS LICENSE OR CERTIFICATE FOR TYPE OF HORK LISTED, SUCH AS C-21. E. THE CONTRACTOR SHALL CARRY ALL NECESSARY COMPENSATION AND LIABILITY INSURANCE TO COVER HIS WORKMEN AND HORK TO FULLY PROTECT THE OHNER FROM ANY POSSIBLE SUIT OR LIEN. f. THE CONTRACTOR SHALL MAINTAIN A QUALIFIED Sl!PERVISOR, FAMILIAR WITH THE TYPE OF HORK AND THE CONTRACT DOCUMENTS, ON SITE AT ALL TIMES DURING INSTALLATION OF THE WORK AND PRIMARY MAINTENANCE. G. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PERMITS AND LICENSES AND ASSURE THAT ALL YlORK TO BE PERFORMED MEETS OR EXCEEDS ALL APPLICABLE CODES AND ORDINANCES OF PRIVATE OR GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE PROJECT. H. IT 15 THE RESPONSIBILITY OF THE CONTRAGTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING YlALLS, STRUCTURES AND UTILITIES. THE CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS YlORK AT NO EXPENSE TO THE OWNER. HE SHALL COORDINATE HIS HORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF FIFE SLEEVES AND LATERAL LINES THROUGH WALLS, UNDER ROADWAYS, DRIVES AND PAVING, ETC. 1. THE CONTRACTOR SHALL USE ONLY NEW MATERIALS, OF BRANDS AND TYPES SHONN AND DESCRIBED IN THESE DRANINGS. J. THE CONTRACTOR SHALL EXERCISE CARE IN HANDLING, LOADING, UNLOADING AND STORING ALL EQUIPMENT AND MATERIALS. ALL MATERIALS AND EQUIPMENT THAT 15 DAMAGED HILL BE DISCARDED, EVEN IF INSTALLED, AND SHALL BE REPAIRED OR REPLACED AT THE DISCRETION OF THE OHNER'S AUTHORIZED REPRESENTATIVE /OAR.) AT NO EXPENSE TO THE OvlNER. K. THE CONTRACTOR SHALL PROTECT ALL PLANTING AREAS FROM EXCESSIVE COMPACTION NHEN TRUCKING MATERIALS AND EQUIPMENT TO AND HITHIN THE SITE. L. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL THEFTS OR DAMAGE TO MATERIALS ONCE DELIVERED TO JOB SITE. M. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION BETNEEN SUB-CONTRACTORS AS REQUIRED TO ACCOMPLISH ALL CONSTRUCTION OPERATIONS. ALL PIPING, CONDUIT, SLEEVES, ETC. SHALL BE IN PLACE PRIOR TO INSTALLATION OF CONSTRUCTION ITEMS. N. ALL PROGRESS INSPECTIONS SHALL BE COMPLETED BEFORE SUCCEEDING YlORK IS STARTED. ANY YlORK COVERED UP BEFORE REQUIRED INSPECTIONS ARE COMPLETED HILL BE EXPOSED FOR REVIEW AT THE CONTRACTOR'S EXPENSE. 0. CLEAN-UP SHALL BE DONE AS EACH PORTION OF THE WORK PROGRESSES. REFUSE AND EXCESS DIRT SHALL BE REMOVED FROM THE SITE, ALL WALKS AND PAVING SHALL BE BROOMED AND ANY DAMAGE OCCURRING TO THE WORK OF OTHERS SHALL BE REPAIRED TO ORIGINAL GONDITION. P. REFER TO THE SPECIFICATIONS FOR ADDITIONAL DETAILED INFORMATION. Q. THE CONTRACTOR'S NORK SHALL BE FULLY GUARANTEED FOR ONE (I) FULL YEAR FROM THE DATE OF ACCEPTANCE BY THE OHNER. ANY DEFECTIVE MATERIALS OR POOR HORKMANSHIF SHALL BE REPLACED OR CORRECTED AT NO COST TO THE OHNER. R. UNLESS NOTED OTHERWISE ALL STRUCTURAL IMPROVEMENTS SHALL BE INSTALLED PRIOR TO IRRIGATION AND PLANTING OPERATIONS. S. IN THE CASE WHERE EXTRA YlORK OR CHANGES WILL RESULT IN ANY INCREASED COSTS OVER THE CONTRACT FEE, THE CONTRACTOR SHALL FIRST RECEIVE THE OHNER'S EXPRESSED WRlffiN APPROVAL FOR SUCH ADDITIONAL FUNDS PRIOR TO PURCHASING MATERIALS OR DOING THE HORK/CHANGES. PLANT. DETAILS SPEC'S. & NOTES APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE I SH4ET I CITY OF CARLSBAD ~ PLANNING DIVISION 6 LANDSCAPE IMPROVEMENT PLANS FOR: GOLDEN SURF 1000 CAMINO DE LAS ONDAS CARLSBAD, CALIFORNIA I APPROVED: ~r<=t:=~L4t I ~~4' -17 PLANNING DWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: CT 13-04 496-4L --------------------· -·-·--- GENERAL NOTES RECYCLED WATER NOTES RECYCLED WATER SYSTEM (PRIVATE) SHEET TITLE SHEET NUMBER ~ co c.o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arzan Dehmoubed AT (760) 688-9962 OR AFTER HOURS CONTACT Farzan Dehmoubed AT (760) 688-9962 THE FOLLOWING GUIDELINES FOR TH[ US[ OF RECYCLED WATER ARE TO 8[ P[RMANENTL Y POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY AR[ EASILY VIS/BL[. PLACE ON 8-1/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 1. GUIDELINES FOR RECYCLED WATER US[ A. IRRIGATE B[TW[[N TH[ HOURS OF 10: 00 P.M. AND 6: 00 A.M. ONLY. WATERING OUTSIDE THIS TIM[ FRAM[ MUST 8[ DON[ MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME 8[ LEFT UNA TTEND[O DURING US[ OUTSIDE TH[ NORMAL SCHEDULE. B. /RR/GA TE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPL/CATION RA TE SHALL NOT [XC[[D TH[ INFILTRATION RA TE OF THE SOIL. TIMERS MUST B[ ADJUSTED SO AS TO 8[ COMPA TIBL[ WITH TH[ LOWEST SOIL INFILTRATION RA TE PRESENT. THIS PROCEDURE MAY 8[ FAG/LITA TED BY TH[ EFFICIENT SCHEDULING OF TH[ AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING TH[ R[P[A T FUNCTION TO BREAK UP TH[ TOTAL /RR/GA TION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). C. ADJUST SPRAY HEADS TO [LIM/NA TE OV[RSPRA Y ONTO AREAS NOT UNDER TH[ CONTROL OF TH[ CUSTOMER. FOR EXAMPLE, POOL DECKS, PR/VAT[ PAT/OS AND LOTS, AND STREETS ANO SIDEWALKS. 0. MONITOR ANO MAINTAIN TH[ SYSTEM TO MINIMIZE EQUIPMENT AND MA T[R/AL FAIL UR[. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VAL V[S, ETC., SHOULD 8[ REPAIRED AS SOON AS THEY B[COM[ APPARENT. E. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR [DUCA TING EACH EMPLOYEE ANO ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING TH[ PR[S[NC[ OF RECYCLED WATER. MAINTENANCE PERSONNEL MUST B[ INFORMED THAT WA T[R IS FOR /RR/GA TION PURPOSES ONLY ANO IS NOT APPROVED FOR DRINKING OR FOR HANO ANO TOOL WASHING, ETC. F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MOO/FICA TIONS TO ANY PR/VAT[ ON-SIT[ FACILITIES. SUCH CHANGES MUST 8[ SUBMITTED TO, ANO APPROVED BY, TH[ DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 1. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL B[ TAGGED WITH ID[NTIFICA TION TAGS. A. TAGS SHALL 8[ WEA TH[RPROOF PLASTIC, 3"x 4", PURPLE IN COLOR, WITH TH[ WORDS "WARNING RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ON[ SID[, AND "AV/SO -AGUA IMPURA-NO TOMAR" IMPRINTED ON THE OTHER SID[. IMPRINTING SHALL B[ PERMANENT ANO BLACK IN COLOR. US[ TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. 8. ON[ TAG SHALL 8[ A TTACH[O TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM 0/R[CTL Y OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 2. ALL SPRINKLER HEADS SHALL B[ IDENTIFIED AS RECYCLED WA T[R SPRINKLER HEADS. G. EACH AU TOMA TIC CONTROLLER ANO ITS ASSOC/A TED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH ANO SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE R[AOIL Y SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. DECLARATION OF RESPONSIBLE CHARGE: AM I HEREBY DECLARE THAT I HA VE EXERCISED RESPONSIB SECTION 6703 OF TH[ BUS CONSISTENT WITH CURRENT LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I LE CHARGE OVER TH[ DESIGN OF THIS PROJECT AS DEFINED IN /NESS ANO PROFESSIONS COO[ ANO THAT TH[ DESIGN IS STANDARDS. CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE PROJECT MAP POTABI F WATER 1~,184 SF RECYCLED i'sATER 13h52 S.F. RECYCLED SIGNAGE LOCATIONS SEE SHEET L-I0 FOR SIGN DETAIL SEE THIS SHEET FOR SIGN GRAPHICS f'JBLIC RECYCLED f'IATER MAIN ----RH---- PRIVATE RECYCLED HATER MAIN --·-RC---- POTABLE MAINLINE -------' - '' .. .• , .............. POTABLE .. [-, · •· ......... MAINLINES »•t/11-,z.J, l . . . . . . . . . . ....... " ...... .. I WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND /RR/GA TION PLANS CONTAINED IN TH[ CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HA VE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS ANO TH[ LANDSCAPE MANUAL. I CERTIFY THAT TH[ PLAN IMPLEME TS THOSE REGULATIONS TO PROVIDE: EFFICIENT USE OF WA T[R. I r I DAT[: PHONE NO: I (t!l!/!l_) _?J~fr~f?J~-~2~0,6~""'~7 __ R[G/STRA TION NO: ¢:,?f,tJ0 EXP/RATION DAT[: /RR/GA TION SPEC'S. & NOTES 11 INSPECTION PROCEDURES: < 0 N en __J INSPECTION OF THE PROJECT SHALL B[ PERFORMED BY TH[ LANDSCAPE ARCHITECT OF TH[ WORK, OR HIS O[S/GNA TED AGENT. REFER TO THE SPECIF/CATIONS FOR TH[ SCHEDULE OF REQUIRED INSPECTIONS ANO REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF TH[ WORK, TH[ LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BE[N COMPLETED BY SUBMITTING TH[ "CERTIFICATION OF COMPLETION" FORM. A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY TH[ CITY MUST ALSO 8[ MAO[ BY CALLING TH[ INSPECTION REQUEST LIN[. [-MAIL TH[ "C[RTIFICA TION OF COMPLETION" FORM TO mikeel/iott2@cox.net. LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602-4602. CITY OF OCEANSIDE INSPECTION PROCEDURES HIGHWAY 78 \ -l 1. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE: ~ ,r- A REQUIRED S[PARA TION BETWEEN POTABLE AND RECYCLED WATER t ~ APPROVED FOR IRRIGATION ANO LINES (HOR/ZONTALL Y ANO V[RTICALL Y). C) PLANTING ONLY, INCLUDING B. PIP[ ID[N TIFICA TION. .,,,\ 1-NOT TO ~ PRECISE LOCATION OF PLANTING C. SLEEVING AT CROSSINGS. SCALE -, 0. APPROPRIATE MATERIALS ANO MARKINGS, INCLUDING PROPER QUICK <'( 0 -AREA , "" .. 22. ALL PUBLIC ANO PR/VA TE POTABLE WATER MAINS INCLUDING FIR[ MAINS AND ANY WA T[R WELLS ANO WA T[R COURSES WITHIN TH[ RECYCLED WA T[R PROJECT SHALL BE SHOWN ON THE PLANS. N 0/[GO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED I UNDERSTAND THAT TH[ CITY OF CARLSBAD ANO SA TO A REVIEW ONLY ANO DO MY R[SPONS/8/L/Tl[S FOR P COUPLERS. C,i;,,ltvo a"' .--.. /\\ COUNTY OF SAN DIEGO ES NOT R[L/[V[ ME, AS LANDSCAPE ARCHITECT OF WORK, OF ROJ[CT DESIGN. 23. CALL OUT ON TH[ PLANS IF TH[R[ ARE OR AR[ NOT DRINKING FOUNTAINS AND/OR O[S/GNA TED OUTDOOR [A TING AREAS ON THE SITE. TH[S[ PLANS HA V[ B[[N P LANSCAP[ CONCEPT PLAN, CONDITIONS OF APPROVAL R[PAR[O IN SUBSTANTIAL CONFORMANCE WITH TH[ APPROVED 24. A PHYSICAL S[PARA TION SHALL 8[ PROVIDED BETWEEN ADJACENT AREAS /RR/GA TED WA T[R CONSERVATION PLAN, FIR[ PROTECTION PLAN, WITH RECYCLED WATER ANO POTABLE WA T[R. SEPARATION SHALL BE PROVIDED BY RELATED TO LANDSCAPING. DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. FIRM NAME & ADDRESS: Mt,, DMLA I I , 34032 Alcazar Drive, Dana Point, Ca 92629 25. ALL /RR/GA TION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER ANO RESULTS MUST BE GIVEN TO THE CITY ANO THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN TH[ METER ANO BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT http:/ /www.carlsbadca.gov/services/departments/water /Documents/ recycledwaterbackf/owtester/ist.pdf for recycled or http:/ /www.carlsbadca.gov/services/ departments/water /Documents/waterbackflowtesterlist.pdf for potable or call 438-2722. PHONE NO: ( 949 ) 388-3369 r BLACK LOGO r,PURPLE BACKROUND 1 " 36" / (N.T.S.) WARNING RECYCLED WATER DO NOT DRINK BLACK LETTERS R CYCLED WATER R[G/STRA TION NO: In Order to Conserve Water ... RECYCLED WATER IN USE DO NOT DRINK NO TOME EL AGUA #330 8 EXP/RATION DA TE: OZL3J LIZ ; ; DIGA -~RT ·~ ------- .\ '"· DIAL TOLL FREE ~ 1-800-422-4133 ~ AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA AND ALL 2. 3. AN APPROVAL LETTER REGARDING TH[ INSPECTION OF THE PROJECT SHALL B[ \ / 1l CITY OF VISTA OBTAINED FROM TH[ CITY ANO TH[ DISTRICT, AND B[ FORWARDED TO THE COUNTY (,~ ROAn j - HEAL TH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. '\ ,;.'\ i'-.'ALOMAR ~,'<-~o ~ A\:---._ < \ ,p DISTRICT FINAL INSPECTION SHALL INCLUDE: ":-0 U1 CITY OF A. S/GNAG[ INSTALLED PER PLAN. ~oAO ~ SAN MARCOS B. CONTROLLER STICKERS. PACIFIC ~ \~ ALGA i!j) ~IL C. TAGGING OF VALVES. OCEAN D. COVERAGE TEST AFTER COMPLETION OF TH[ SPRINKLER SYSTEM TO 1000 CAMINO ~ ~. -ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WA T[R . ·:-.. ·: ,._"<: US[. ,• ... -.·. < DE LAS ONDAS · ~ cosrA' 'AVE~ [. ALL ASPECTS OF TH[ /RR/GA TION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, ANO PONDING. "' iS 'L F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. 0 < "" G. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, [TC. _,...__ H. CROSS-CONNECTION TEST IF REQUIRED. L\_ -I. COLOR CODED, LAMINA T[O CHARTS /NS/0[ EACH CONTROLLER. CITY OF ENCINITAS ' ANNUAL INSPECTION SHALL INCLUDE: VICINITY MAP A COMPLETE INSPECTION THAT WILL COVER A-I OF TH[ DISTRICT FINAL INSPECTION. ,24-17 . OM.A /1\ 1ST SlllMTT i'!. REVISIONS MUST B[ APPROVED BY PUBLIC HEAL TH [NG/NEER, 3-&U OM.A 1~ CITY. CMWD. COLl1TY DB-I REDLl'ES CITY ENGINEER AND DISTRICT ENGINEER PRIOR TO 3-20-U OM.A l~ CMWD REDI.N:S IMPLEMENTATION IN FIELD. SH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USAR WASH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USAR \,p..NDSC4p~ CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME: Farzan Dehmoubed 12" X 36" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 1'' BLACK LETTERS 2" BLACK LETTERS TYPICAL SIGNS C: \DRAWING FILES\TITLE SHEETS\RECYCLED WATER TITLE SHEET.DWG 3/1/2016 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS """'"'" ,1'\ER Tsc-Y, -1.p" c}h 0,~ -c:1; u' t<' ✓ u' 0 0~ . '" I ,-~ \: J~-01. 2m * I/Al,,., * o5' ,,s,. 9"n, V-141, Q.~ f' OF CA1,\yv Expiration Date; 07-31-17 ADDRESS: 1000 Camino De Las Ondas Carlsbad, Ca 92011 (760) 688-9962 ~/ Jrrd -1)8;; 7 TELEPHONE: DATE PLAN PREPARED: 1/24/17 DATE INITIAL DATE INITIAL DATE INITIAL DISTRICT ENGINE~R ' I 7 REVISION DESCRIPTION DATE BY: DMLA-DAVID MIERTSCHIN LANDSCAPE ARCHITECT ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL DEPARTMENT OF ENVIRONMENTAL HEALTH LAND AND WATER QUALITY DIVISION ~ 'f-c'J--17 GLENN LEEKS DATE ENVIRONMENTAL HEALTH SPECIALIST "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 5 1 6 PLANNING DIVISION SHEETS PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: GOLDEN SURF 1000 CAMINO DE LAS ONDAS APPROVED /<?::iJ (; C-v t;_I\ ~ t;.-f -\ 7 PLANNING DATE DRWN BY: .l7(}/,1j PROJECT NO. DRAWING NO. CHCKD BY: 4'H L.,j-CT 13-04 496-4L SHEET _OF --SHEETS \ --- MATCHLINE SEE SHT L-1 P.O.C V TAP INTO THE NEW I" METER STIJB-OUT TO A NEW BALL VAL VE, THEN NEW BACKFLOH ~ X tri ~ -----,_,, -'°' '" ,.,, ,.,, ------------------- R R EQUIPMENT 6 A T O N LEGEND SYMBOL ffi@ G DESCRIPTION REMARKS NEH I" POTABLE HATER METER AND H/4" SERVICE LINE NEH I" RECLAIMED HATER METER AND 1-1/4" SERVICE LINE FEBCO #825YA I" RP BACKFLOW PREVENTER-HITH HILKINS YB BRONZE HYE STRAINER (LINE SIZE) NIBCO T580A BALL VALVE (LINE SIZE) FOR RECYCLED SYSTEM INSTALL HITHIN ROUND VALVE BOXES HI PURPLE BOLT COVER, GREEN FOR POTABLE PER THE C.M.H.D. AND SAN DIEGO D.E.H. REQUIREMENTS. SUPERIOR 3200-H/2" NORMALLY CLOSED MASTER VALVE IN RECTANGULAR VALVE BOX FOR RECYCLED HATER SYSTEM USE PURPLE TAGS AT EACH VALVE AND INSTALL IN PURPLE BOLT COVER VALVE BOXES, GREEN FOR POTABLE SYSTEMS PER THE C.M.H.D. AND SAN DIEGO D.E.H. REQUIREMENTS. RAIN BIRD XCZ SERIES CONTROL ZONE ASSEMBLY HITH REMOTE CONTROL LOH FLOH DVF VALVES AND MESH FILTER. INSTALL IN SHRUB BEDS HHEREVER POSSIBLE IN RECTANGULAR VALVE BOX. FOR RECYCLED HATER SYSTEM USE PURPLE TAGS AT EACH VALVE AND INSTALL IN PURPLE BOLT COVER VALVE BOXES, GREEN FOR POTABLE SYSTEMS PER THE CHH.D. AND SAN DIEGO D.E.H. REQUIREMENTS. IRRITROL TOTAL CONTROL-R CONTROLLER (28 STATION) TC-18-MOD-R, WITH CLIMATE LOGIC HIRELESS WEATHER SENSING SYSTEM, INSTALL MOISTURE SENSORS. RAIN SHUT-OFF TO HAVE CLEAR 'VIEH' OF SKY, INSTALL HITHIN HALL MOUNT LOCKING ENCLOSURE HILKENS #500XL PRESSURE REGULATOR (LINESIZE) INSTALL ONLY IF EXISTING STATIC PRESSURE IS GREATER THAN BOPSI RAINBIRD FS TEE FLOH SENSOR LINE SIZE OR PER MFG. NETAFIM TLSOV FLUSH VALVE-INSTALL AT LEAST ONCE AT EACH SYSTEM/ VALVE AT ENDS OF LINES AND FARTHEST FROM SOURCE, PLACE IN ROUND LOCKING VALVE BOX HITH GRAVEL AND EXTRA LENGTH OF BLANK TUBING SPLICE BOX-RUN (3) SPARE HIRES FROM THE CONTROLLER TO EACH END OF THE MAIN LINE RUN MAKE A LOOP WITH b FEET OF THE WIRE AND INSTALL HITHIN A RECTANGULAR VALVE BOX. HEAT BRAND THE LID HITH THE LETTERS "SH". ALL SPARE HIRES MUST BE A DIFFERENT COLOR HUNTER HVI004-KL-NP OR EQUAL REVERSE THREADED QUICK COUPLER VALVE HI PURPLE LOCKING COVER- INSTALL APPROXIMATELY 150' O.C. OR HHERE SHOHN IN 10" CIRCULAR VALVE BOX HITH PURPLE BOLT COVER PROVIDE (I) HOSE KEY AND SHIVEL FOR EVERY 10 VALVES INSTALLED -·-PVC HATER PIPE CL. 315 (MAINLINE 2" AND LARGER! -USE PURPLE "ALERT LINE" FOR RECYCLED SYSTEM PVC HATER PIPE SCH. 40 (MAINLINE 1-1/2" AND SMALLER) -USE PURPLE "ALERT LINE" FOR RECYCLED SYSTEM PVC HATER PIPE CL. 200 3/4"-1-1/2" (LATERALS) -USE PURPLE "ALERT LINE" FOR RECYCLED SYSTEM PVC PIPE/SLEEVE SCH. 40 -2" MIN. OR 2X DIA. OF PIPE OR HIRE BUNDLE_, INSTALL HHERE SHOWN AND ALL STREET OR DRIVE CROSSINGS-USE PURPLE "ALERT LINE" FOR RECYc-LED SYSTEM OR TAPED POTABLE MAINLINE AND POTABLE SERVICE LINE CROSSING DETAILS ALL RECYCLED HATER LINES AND SLEEVES TO BE PURPLE ALERT LINE OR TAPED C.M.H.D. AND SAN DIEGO D.E.H. REQS. ALL POTABLE HATER LINES AND SLEEVES TO BE HHITE PVC, POTABLE SYSTEM VALVE BOXES TO BE GREEN PER C.M.H.D. AND SAN DIEGO D.E.H. REQS. SPRINKLER HEADS PSI RADIUS PRECIP RATE SYMBOL QTHTTTQF DESCRIPTION Q T DISCHARGE-6PM H TT TQ F ----0---0- ---lO- 0 NETAFIM TECHLINE RH -HI .42 GPH DRIPPERS AT 12" INTERVAL HITH ROH SPACING OF 12-IB" O.C. BURY l"-2" DEEP AND COVER HI MULCH TYPICAL. THE SYMBOL REPRESENTS AREA HATERED NOT THE EXACT LAYOUT -INSTALL HITH FLUSH AND AIR RELEIF VALVES PER MFG. TREE HA TERI NG; (I) ROOT ZONE BUBBLER AND (I) POP-UP BUBBLER AT EACH TREE HUNTER ROOT ZONE f'lA TERI NG SYSTEM HUNTER RZHS HITH PCB-25 FIXED BUBBLER (DEPTH PER ROOTBALL) 2" POP-UP BUBBLERS HUNTER PROS-2-CV HITH PCN-25 BUBBLER .25 .25 ANTI-DRAIN CHECK VALVES (ADV) SHALL BE INSTALLED AT ANY HATER OUTLET SUFFERING LOH HEAD DRAINAGE -FOR SPRINKLERS USE RAINBIRD SAM'S, HUNTER HGV 50M-50F OR VALCON V5000 SERIES. 30 30 .45 2.4 2.4 IRRl6ATION POINT OF CONNECTION AND CONTROLLER INSTALLATION NOTES POINT OF CONNECTION TO THE I" RECLAIMED IRRIGATION HATER METER INSTALLED BY THE CMHD (CARLSBAD COMMUNITY HATER DISTRICT). VERIFY THE EXACT STUBOUT LOCATION PER CIVIL ENGINEERS DRAHINGS. THE LANDSCAPE CONTRACTOR SHALL PAY FOR ALL FEES AND PERMITS AND COORDINATE HITH THE WATER DEPARTMENT FOR THE INSTALLATION OF THE HATER METER. THE CONTRACTOR SHALL RUN A H/4" SCH. 'K' HARD COPPER MAINLINE PIPE FROM THE RECLAIMED HATER METER TO THE PRESSURE REGULATOR AND 1-1/4" BACKFLOW PREVENTION DEVICE THEN TO THE NORMALLY CLOSED MASTER VALVE AND THE H/4" FLOH SENSOR. PROVIDE ALL REQUIRED FITTINGS TO COMPLETE THE CONNECTION TASK. FINAL LOCATION OF THIS EQUIPMENT SHALL BE APPROVED BY THE CITY AND OHNER'S Al!THORIZED REPRESENTATIVES. THE SYSTEM HAS BEEN DESIGNED FOR A MAXIMUM FLOH OF 20 GPM AT MINIMUM OPERATING PRESSURE OF b5.0 PSI. THE CONTRACTOR SHALL VERIFY THE STATIC PRESSURE IN THE FIELD BEFORE COMMENCEMENT OF THE PROJECT. ENLARGED POINT OF CONNECTION TO SYSTcM NEH IRRIGATION MAINLINE AND VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE HATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS AS PERFORMED BY CMHD AND DEH. DETAIL F L-10 E L-10 p L-10 J L-10 G,H L-10 D L-10 Q L-10 0 L-10 T L-10 A L-I0 A L-10 R,S L-10 DETAIL M,N L-10 K L-10 L L-I0 CAMINO DE LAS ONDAS KEY MA p f----SC_A_LE_------j 1""=60"-0" 8' IRRIGATION PLAN APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCA T/ON OF PLANTING AREA. "AS BUil T" RCE __ _ EXP ____ _ DATE REVIEWED BY: DATE ---E-= -----E=--+-=---fr'------E-'---1-fr~--· -_-----f-~--L--··-_ ~I -L .... =to.Ou' -1=-------f:c-t-----;;;;f,;-;:-~----l-rE------i"-f_c-_____ +'-__1L __ ----sr--------1':i--------E-i-------5-------6-----!__-E,--------+'c-----~-B 20.'oo' ~ 7__ = u w G C: -r D?_QPOS§D"--'D"-'R""-1/"'V[=-'/"-jlA-'-'Y---{:C::;-------F;-'--,·:__~-----:.f-ccW.--c-=cc-=-='::..:.:C~---·-•"· e24-l7 ™-A ITT Sl.ll'>IITTAL w -co u '" -,---oc .. 1wo_,u1 0DP,'111CWAV r -1-_..::"_c..:·"~'--+-'~:::::..:..."-+'-il"-----"==·-=~=::-=:-_::==•=-=~::c..=•==•= _____ -+---+--+--+----I SH6EET CITY OF CARLSBAD ~ INSPECTOR f: Ll:, ~~,JJ ij ~~ :n ·D• E' 1 z\ ?_;! t{") ~-1 r~ 4', C u c,rv=c1-,;r, /-¥E->Yn-{--.L-fi-w----l_f-5u-----+;::;--l--;::u ::; ~~;;;;", = •=~ ~:;:;;;;;::::~~~:;:;P;;LA:;;N~N~IN:;G:;:D;':;:IV;:IS~IO~N:;:=====~ -----\'d-'------'' ' ' . '·SU? 11 ';,.,]t ·.1 j J ·__l ·-'.:;:,;,v L:&~J"-'c\'~ ~t;§ J ~ f!::::-3.f.Jk:'\:~.:J RH •• ,1---------11-------------w' •"'----------~•-,1-----<!>---'w-------''d'--------'', I ), LANDSCAPE IMPROVEMENT PLANS FOR: _-_-----_,,,,,-·_-_-~_-_-_ -_ -_ -_ -_ -_ -_,_,,-_-_-_-_-_-_-_-_-_-----=-,''~-=--=--=--=--=--=--=--=--=-=-="·/=======---r,,:--_ -_ -_ -_ -_ --\~--_ -_ ---r -,,v-----':-_ -_ -_ -_ -_ ----Y---~tW-=--=--=--=-••1-,_' -=--=--=-~__.1_·'v.f-m11-·,---_-_-_-:_1c1-✓_ '-H•r=_ =_ =--==\,~==NDS:::::CAp=-c' -----1t----+---t------~------+---+---l---+----l 1 000 ~~M½ ~ 5 ~ E SL~f Fo N DAS ,,.s"'" 1J<IERrsc" 4-f>c CARLSBAD, CALIFORNIA &~ ~~ ~~~~====~~~===~=====~ ~~~~='/62£_j~-~-=-%~ f---+---+--------------1--+--+---4----1\~AP_P_Ro_v_rn_,_._l~=-=r~\c-=cr~-~bl=U'l~~ctt_L__ JJLY 3L 2011 . PLANNING " :';.'ff}_"").!// * OWN BY: __ _ -'4r"oP"'c'\,1-f0'1-~" DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ---1 00 N REVISION DESCRIPTION --~ . t· 07_31-17 DESIG ER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: -xpira 10n Date: · an scape c 1tecture 34032 Alcazar Drive, Dana Point, Ca 92629 p/£(949)38&-3369 PROJECT NO. CT 13-04 DRAWING NO. 496-4L C: DRAW'ING FILES TITLE SHEETS CLSB-IP.DWG REVISED: 3 1 2016 ~ ##4/i i,4,0·i,~ ./-''".'\ '._;;;;;;J; ...... --~ J -- - " ij ~ C:\DRAV.NG FILES\TITlE SHEETS\CLSB-JP,OWG REVISED: 3/1/2016 RUN-TIME CALCULATIONS METER A-RECYCLED WATER MINUTES = (60)(PEAKETo)(Kc) (PR)(IE) SHRUBS AND = (60) (17)(.2) OROUNDCOVERLOW (.45)(.81) =2.04 TREES MED .365 =5.58 Minutes x (3 ZONES)= 17 MIN = (60)(.17)(.5) (2.4)(.751 =5.1 1.8 =2.83 Minutes x (2 ZONES)= 6 MIN SHRUBS AND =(60)(.17) (.5) GROUNDCOVERMED (.45)(.81) =5.1 .365 =13.9 Minutes x (1 ZONE)= 14 MIN METER A-RECYCLED WATER= 37 MINUTES EACH NIGHT HYDRAULIC CALCULATIONS HYDRAULIC CALCULATIONS 1-iATER METER~, _ A~~SIZE, --1.I_" _ 1-iA TER METER ~, _B~~SIZE, _.!_I" __ ELEVATION. STATIC PRESSURE, ASSUMED MINIMUM REMOTE GONTRGL VALVE, A-2 (WORST GASE) PRESSURE GALGULATION WORK SHEET (S/4") 1-iA TER METER, (H/4") PVC SGH4O SERVICE LINE (25'!, (S/4") BAGKFLOW PREVENTION DEVICE HYE STRAINER, GATE VALVES, (H/4") SCH 40 PVC MAIN-LINE, /112') REMOTE CONTROL VAL VE, (I") PVC SGH4O LATERAL PIPE (15'), FITTINGS (10% OF LOSS), ELEVATION DIFFERENTIALJ-45') SUB-TOTAL SYSTEM LOSS, SPRINKLER PRESSURE REQUIREMENT TOTAL PRESSURE LOSS, STATIC PRESSURE AVAILABLE, RESIDUAL PRESSURE, 85 PSI 15 6PM -3.b -.13 -115 -.15 -1.0 -1.4 -3.1 -1.l'i -2.3 +I.Ci -23.01 -40.0 -63.01 +85.0 ELEVATION STATIC PRESSURE, ASSUMED MINIMUM REMOTE CONTROL VAL VE, A-5 (i'IORST GASE) PRESSURE CALCULATION HORK SHEET, (S/4") 1-iA TER METER (I") PVC SGH4O SERVIGE LINE (25'), (S/4") BAGKFLOW PREVENTION DEVICE, WYE STRAINER, GATE VALVES, (I") PVC SGH40 MAIN LINE PIPE, (105') REMOTE CONTROL VAL VE (I") PVC SGH40 LATERAL PIPE, (15'), FITTINGS (10% OF LOSS), ELEVATION DIFFERENTIAL +3') SUB-TOTAL SYSTEM LOSS, SPRINKLER PRESSURE REQUIREMENT TOTAL PRESSURE LOSS, STATIC PRESSURE AVAILABLE, RESIDUAL PRESSURE, C.FT ' ,,..,,... i:;"F,c,i 11 A -rrio. CITY NOTES IRRIGATION RECLAIMED HATER IS PROPOSED FOR THIS SITE FOR THE H.OA. COMMON AREA ONLY, ALL MAINTENANCE WILL BE THE RESPONSIBILITY OF THE OWNER NEH IRRIGATION MAINLINE AND VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF GRGSS CONNECTION TESTS AS PERFORMED BY GMHD AND DEH. FINAL GONNEGTIONS TO THE EXISTING IRRIGATION MAINLINE ARE TO BE PERFORMED ONLY AFTER APPRGVAL IS PRGVIDED BY GMWD AND DEH. ONLY SUBSURFACE IRRIGATION SHALL BE USED TO IRRIGATE ANY VEGETATION WITHIN 24" OF AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFAGES ARE DESIGNED AND CONSTRUCTED TO GAUSE HATER TO DRAIN ENTIRELY INTO A LANDSCAPE AREA. PER THE G.M.W.D. EACH POTABLE HATER SERVIGE WILL BE REQUIRED TO HAVE A REDUGED PRESSURE BAGKFLOW DEYIGE AT THE METER AND THE SITE WILL BE SUBJEGTED TO AN INTIAL AND SUBSEQUENT 4 YEAR SHUT-DOWN TEST. PER THE G.M.W.D. INSTALL b" MOW GURBS AT FENGE GATES TO SEPARATE REGYGLED HATER USE AREAS FROM POTABLE USE AREAS. 85 PSI 5.3 6PM -h -.16 -115 -5 -1.0 -1 -2.'i -.3'i -1.1 -1.3 -2055 -40.0 -60.55 +85.0 +24.45 65 PSI SEE SHEET 6 FOR IRRIGATION LEGEND '---._ CAMINO DE LAS ONDAS KEY MAP ,_ __ sc_·A_LE_---< l "=60'-0" IRRIGATION PLAN APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. " AS BU I LT" RCE __ _ EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE \ ll5 -GUSWM HOME_6LG 4 SHRUBS, 155 S.F. DRIP TUBE MED HATER USE la ·=' =. N88'59'20"W 225.11' L --------- GUSTOM HOME 6/G 4 SHRUBS, blq S.F. DRIP TUBE LOW HATER USE GOMMON AREA TREES, 380 S.F. ROOTZONE BIJBBLERS MED HATER USE,,, - / I I I / I \ \ ' '--. '--- MATGHLINE SEE SHT L-"1 --- Controller Hydrozone* Zone Hydrozone % of Total # or Irrigation I Plant Method*' Type/Factor*" Area (Sq. Ft.) Landscaped Valve i (PF) Area B 4 LW D .3 619 25% B 5 MW D .5 155 6% B § MW B .5 200 go/o B 7 HW D .8 752 30% B 8 MW D .5 780 31% ----- ! - - -·-- -- Total 2,506 100% 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 + Total SLA sq. ft. in Slep 5) (Step 3 x Step 9) Estimated Total Water Use in gallons per year (ETWU) -Total shall not exceed MAWA 3 .3 .5 155 . 185.7 77.5 .81 .81 0.62 .5 200 100 .75 .8 752 601.6 .81 229.26 95.68 133.33 742.72 ---c-t-~1,682.~47~_ .. , . 45,898 10 MAWA = (ETo)(0.62)[(0.7 x LA)+ (0.3 x SLA)] The abbreviations used in the equation have the following meanings: Maximum Applied Water Allowance in gallons per year. Evapotranspiration in inches per year. Conversion factor to gallons per square foot. .5 780 390 .81 MAWA ETo 0.62 0.7 LA 0.3 ET adjustment factor (ETAF) for plant factors and irrigation efficiency. Landscaped area includes special landscaped area in square feet. The additional ET adjustment factor for a special landscaped area (1.0 -0.7 ' 0.3) SLA Special landscaped area in square feet. Show Calculation: MAWA B =(ETo)(0.62)[(.7xLA)+(.3xSLA)] = (44)(0.62) [(D.7 x 2,506) + (.3 x D)] =(27.28) (1,754.2) +(O) =47,855 G.P.Y. MAX YE !MUM APPLIED WATER ALLOWANCE= AR f24-!7 OM.A :l-ll-f7 OM.A :l-20-!7 OM.A 47,855 GALLONS PER /1\ 1ST SlB,ITT AL I ~ CITY, CMWD, CCLNTl DEl-1 l1EOLl6 I CMWD REWffi - -- -- ----ew----------w11-----------, If------------,,,.,, -_________________________ r,_· ___________ ,-_-_-_-_-_-_-_-_-_-_-~-----,<r~--------------------if{/-----------0 ---RW- ,~NDSCAP,:, ;,,"-,'<,<J *'ER Tse" 4<'c, ~ ~¾ ::;;;: a '&?\ ~ •g '-' -- ec u 34032 Alcazar Drive, Dana Point, Ca 92629 p/£(949)388-3369 .UY 31. 20f7 * :;;-z;':'."f-J.'':-.tz,,,. * DATE INITIAL ?/1: !iAIE (+.~ <:' Op CALl'i'J DESIGNER OF WORK REVISION DESCRIPTION c.xpiration Date: 07-31-U C: DRAWING FILES lln.E SHEETS CLSB-IP.DWG REVISED: 3 1 2016 I HYDROZONES 111 GOMMON AREA G/G 4 SHRUBS, 2?;62 S.F. DRIP 11.JBE MED HATER USE /-\ \ ll3 -/ GOMMON AREA TREES, ; -\ 380 S.F. ROOTZONE , / BUBBLERS -MED HATER USE ll4 GUSTOM HOME 6/G I SHRUBS, bl~ S.F. DRIP 11.JBE LOW HATER USE 115 GUSTOM HOME 6/G 4 SHRUBS, 155 S.F. DRIP 11.JBE MED HATER USE / -, \ ll6 -/ GUSTOM HOME TREES, f -\ 200 S.F. ROOTZONE \ / BUBBLERS MED HATER USE D ~!TOM HOME REAR YARD GRASS, 152 S.F. DRIP 11.JBE HIGH HATER USE ~~TOM HOME REAR YARD SHRUBS, 180 S.F. DRIP TUBE MED HATER USE I DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL -~ ---T --··-.,· HEET L-9.........._ - "''" GAMINO DE LA3 OND/.\S KEY MAP >---s_c_AL_E --< l "=60'-0"' HYDROZONES PLAN APPROVED roR /RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCATION or PLANTING AREA. "AS BUILT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE I SH8ET I CITY OF CARLSBAD ~ PLANNING DIVISION 6 LANDSCAPE IMPROVEMENT PLANS FOR: GOLDEN SURF 1000 CAMINO DE LAS ONDAS CARLSBAD, CALIFORNIA I APPROVED: PLANNING r~ 4v "=-l1--iii: t;.--\-· l 7 I OWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: RVWD BY: CT 13-04 496-4L C: DRA'WING FILES TITLE SHEETS CLSB-IP.DWG REVISED: 3 1 2016 ! Controller Hydrozone* [ Zone Irrigation Plant Hydrozone % of Total : # , or Method** Type/Factor*** Area (Sq. Ft.) Landscaped 'Valve (PF) Area ,_ --,.. A 1 I MW D .5 2 862 49% A 2 LW D .3 2 589 44% A 3 MW B .5 380 7% -~ ---- ! -··-· ' -' " ----------- f-------' I ---·· -- ------ ·-···--·--· Total 5,831 100% CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) ------Hydrozone Number (1 -5 with SLA Zone Below -use as many tables as necessar to complete all h drozones Evapotranspiration Rate 44.0 ETo * Conversion Factor 0.62 (Step 1 x Step 2) 27.28 Plant Factor (PF)" (From WUCOLS) (VLW .5 .3 .5 -HW) (0.1 : 0.8) Area of Hydrozone (sq. 2,862 2,589 380 fL HA) (Step 4 x Step 5) ,. 1,341 776.7 190 Irrigation Efficiency .81 .81 .75 IE*** (Step 6 + Step 7) 1,655.55 958.88 253.34 (Total All Step 8 + Total SLA sq. ft. in Step 5) 2,867.77 (Step 3 x Step 9) Estimated Total Water ,, 78,233 Use in gallons per year (ETWU) -Total shall not exceed MAWA MAWA = (ETo)(0.62)[(0.7 x LA)+ (0.3 x SLA)] The abbreviations used in the equation have the following meanings: I MAWA Maximum Applied Water Allowance in gallons per year. ETo Evapotranspiration in inches per year. 0,62 Conversion factor to gallons per square foot. , . ff _ o. 7 ET adjustment factor (ETAF) for plant factors and irrigation e 1fc1etn cy. LA Landscaped area includes special landscaped _area 1n square ee . _ 0.3 The additional ET adjustment factor for a special landscaped area (1,0 -0.7 - 0.3) SLA Special landscaped area in square feet. HYDROZONES #I GOMMON AREA 6/G 4 SHRUBS, 2,862 S.f. DRIP TUBE MED rlA TER USE J I • Show Calculation; _) MA WA A "(ETo) (0,62)[(.7 x LA)+ (.3 x SLA)] c (44) (0.62) [(0.7 x 5,831) + (.3 x 0)] c(27,28) (4,081.7) +(0) = 111,349 G.P.Y. c-/\ #3 -GOMMON AREA TREES, r -\ B8O S.f. ROOTZONE \ _ / BIJBBLERS MED rlA TER USE #4 GUSTOM HOME G/G 4 SHRUBS, blq S.f. DRIP TUBE LOH rlA TER USE #5 GUSTOM HOME G/C, 4 SHRUBS, 155 S.F, DRIP TUBE MED rlA TER USE -( \ #6 CAMINO DE LAS ONDAS KEY MA p 1-----sc_A_LE_--i 1"=60'-0" HYDROZONES PLAN MAXIMUM APPLIED WATER ALLOWANCE= ---~1_1_1•_34_9 __ GALLONS PER YEAR ' -/ GUS TOM HOME TREES, r -200 S.F. ROOTZONE , \ BIJBBLERS -/ MED rlA TER USE APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLAN TING AREA. * ation Date: 07-3H7 --#1 GUSTOM HOME REAR YARD GRASS, 152 S.f. DRIP 11JBE Hl&H HATER USE v◊ #8 SHRUBS, t> GUSTOM HOME REAR YARD < WO S.F. DRIP 11JBE '--~ MED V'IATER USE "AS BUILT" RCE __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE r24fl DM.A 1 ITT SLB\fTTAL I SHgEET I CITY OF CARLSBAD 3 20-!7 DM.A CMWD RE!JlN:S ~LJ~:l-Bfl~~j~~DM.A~tjji~iarr~~-CM'/ID~~-~=~=~OO<~~RE!llN:S~~~~=============~====+====+====~====i PLANNING DIVISION -LANDSCAPE IMPROVEMENT PLANS FOR: GOLDEN SURF 1000 CAMINO DE LAS ON DAS CARLSBAD, CALIFORNIA L---+----4-----------------t---,-,--,--,1-AP_P_R_o_v_rn_, _ _,_~=·c=-Tt+--'-\~~~~ciL-~-I ,,.,,a1 41:::H-eJL ,:;.4.1--z ~====±===~~===========================+====+===~~===~====1 ~P::::LA:::N:::Nl;2NG:::===::;-;::=~~~~:==~~~~- I-OWN BY: PROJECT NO. DRAWING NO. CHKD BY;~-CT 13-04 496-4L RVWD BY: DATE INITIAL DA TE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL I. RAIN BIRD PE/BFE SERIES i'IASTER V/>,J..VE, 2. 36-INC,H LENGTH OF COILED HIRE TO CONTROLLER i'IASTER V />,J.. VE CIRCUIT 3. 3/4" ROCK, 3 CLJBIC FT. 4. BRICK SUPPORTS 4 REG. FER BOX S. PLASTIC RECTANGULAR VALVE BOX HITH BOLT DOr.N COVER, LJSE STAINLESS BOLT, M.IT AND r.ASHER BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAFE EDGE. HEAT BRAND "i'IV" OR "FS" ONTO LID. 1 !" 6. FINISH GRADE IN GROUND COVER AREAS 1. FINISH GRADE IN TLJRF AREAS 8. BRASS FLOH SENSOR INST/>,J..L PER i'IFR q, 36-INCH LENGTH OF COILED PE-CABLE TO CONTROLLER FLOr. SENSOR CONTACT 10. SPLICE FER i'IFR II. CONC-ENTRIC REDLJCER 4 I. FINISH GRADE/TOP OF i'ILJLCH 2. POP-UP NOZZLE, SPRAY OR BUBBLER 3. PVC SCH 40 ELL 4. i'IARLEX STREET ELL S, PRE-ASSEMBLED SWING JOINT r.lTH rm POLY ELLS (THREAD X INSERT) AND 6' OF POLY TLJBING. SIZE PER SPRINKLER INLET t,, PVC SCH 40 TEE OR ELL 1. PVC LATER/>,J.. PIPE 8. SCH 80 RISER, LENGTH AS REG. FOR SWING ASSEl'IBL Y TO REMAIN NEAR HORIZONTAL SIZE PER SPRINKLER INLET • • I. INDOOR!OLJTDOOR IRRIGATION CONTROLLER r.ALL i'IOLJNTED IN LOCKING WEATHERPROOF CABINET 2. 1-1/2" PVC SCH 40 CONDLJIT AND FITTINGS 3. JJNCTION BOX 4. WIRES TO CONTROL V />,J.. YES. S. I" PVC SCH 40 CONDUIT TO POWER SUPPLY. t>. POWER SUPPLY AND RECEPT AGLE. I. FINISH GRADE IN TLJRF AREAS 2_ BOX TO BE PLACED AT RIGHT ANGLE PLASTIC RECTANGLJLAR V/>,J..VE BOX HITH BOLT DOWN COVER, LJSE STAIN- LESS BOLT, NUT, AND r.ASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAFE EDGE. HEAT BRAND "PRY" ONTO LID. 3. PRESSURE REGULATOR, SEE LEGEND FOR SPECIFICATION 4. FINISHED GRADE IN SHRUB AREAS S. BRASS NIPPLE TYP. Fill-----{ 8 a<,_cfj-f-f-------( q -. . . F .. -Ill----·· --Ill --, 11-TTT-TTT--,, 1-TTT--,, ,-- SECTION VIEH -NTS. DIMENSION A 6 G D E F I. FINISH GRADE 2. UNDISTLJRBED SOIL 3. FOR RECYCLED SYSTEl'IS, PROVIDE (2) LAYERS OF r.ARNING TAPE CONTINUOUS />,J..ONG THE ROLJTE OF THE i'IAINLINE, ONE ON ToP OF THE i'IAINLINE AND ANOTHER 12" ABOVE THE TOP OF THE i'IAINLINE 4. 120 VOLT aECTRIC/>,J.. IN SCH. 40 CONDUIT S. LATERAL LINES, SEE SPECS. b. CLEAN COMPACTED BACKFILL 1. CLEAN SAND BACKFILL 8. PRESSURE i'IAINLINE, SEE SPECS. q, CONTROL HIRES, SEE SPECS. INST/>,J..L AT MAINLINE DEPTH HIRE WO CONDLJIT PLAN VIEW -N.T.S. II (L) POP-UP V'l/ SPRAY OR BUBBLER 1. RAIN SENSOR/WEATHER STATION, i'IAY BE i'IOUNTED TO CABINET, OR REMOTELY TO EAVES, FENCE OR OTHER SUITABLE POLE. REFER TO MFG. SPECIFICATIONS SECTION VIEW -N.T.S. 6. BRASS PIPING TO i'IASTER V/>,J..VE 1. BRICK SUPPORTS 4 REG. FER BOX 8. BRASS UNION q, 3/4" ROCK, 3 CUBIC FT. 10. LANDSCAPE FABRIC, WRAP UP AND OVER BOX HOLES 1/2" TO I 1/2" 51Zf 2" TO 2 2 1/2' IN 51Zf B' AND LAR6ER 12' IB' IB" :lO' 4' 6" 12' 24' 24' ;o• 4' 6" leJ'' :24" 24" X: 6' 6' (o) NOTE, 4 ~ ":t" o o,o<:>t•on c/JJ<:> ±= d O O O (;YOl":i e:ia oD Oo-:, IOX DIAl'IETER SX DIAl'IE~-~ ~ OF PIPE OF PIPE FLOV'l SENSOR POTA~.I.E SEH\JICE Lli'E NWE _ . 1/ERTICt,:. Cl.•::Ar-t.~MCC: or 12' /-,ll1'HMUM IS f';1ANDA-~ORY WHEN CROSS!N(O r'ATH OF A f-'OT/-,DLE WAfEP. WHC INS--:-ALL/\T]Qr-1 OF RECLAH1iED 'NAT'::f{ 1;crn1GA noN /•,lt\lNLlt!E 2~·- ~·RmA FACF. CF SlCCWALI\ WIU. PROViDE THE NECESSARY 10 HOl{l.WNTAL CLE ARA 'JC!:; ;""R0.\,1 TH": PC"~ABLE W\IMUNE IN TH::C STREC:T POTABLE MAINLINE GROSSING r•,IIM!MUH 1:;:EQUIR:::.o 1iERT!C!\L SEP Ni/\"["l()N i~O-E.. ~/21/1/ ~/1/,1/1/~ ~I I All R~CLM,!~D 'NATER IIIRIGATION P'1PE A'-ID 3LLEVES St-Lil.l_L 81:: P:Ji~?LE AND LAtELEO 1\S SPECl~IED IN THE "STN10/\RD S?Er~iflCAflONS r"OR PR!V1\T!:: IRR1GATION iY3TEMS WJ\ER DIS fRICT' H\JI..ES AND R::"G\JLA ClONS fOR CON5TRUCTiDN OF F(EC•_1W11ED WATER ,',il\lNS OCTOflEI\ 19'33. SECTION VIEW -N.T.S. I. FINISH GRADE IN GROUND COVER AREAS 2. FINISH GRADE IN TLJRF AREAS 3. QUICK COLJPLER KEY HITH i'IALE HOSE-BIB CONNECTION AS SHOHN. 4. ROUND V />,J.. VE BOX W COVER 5. QUICK COVPLER V/>,J..VE FER LEGEND 6. STAINLESS STEa CLAMP 1. BRICK SUPPORTS (THREE) 8. PRE-ASSEMBLED SWING JOINT WITH ONE-15 PIECE BRASS MIPT NIPPLE q, i'IAINLINE 12 10. 3b"LONG #4 REBAR, 2 REQUIRED II. LANDSCAPE FABRIC, HRAP UP AND OVER BOX HOLES 12. 3-INCH i'IINll'ILJl'I DEPTH OF 3/4-INC,H r.ASHED GRAVEL CIUICK COUPLER VAL YES SHALL BE OF A TYPE APPROVED FOR RECYCLED r.ATER USE. T QUICK COUPLING VALVE C: DRAWING FILES llTLE SHEETS CLSB-IP.DWG REVISED: 3 1 2016 NOTE, I. REl'IOTE CONTROL VAL VE HITH FILTER NOTE, AND PRY 5 INST/>,J..L CONTROL V/>,J..VES A i'IINll'ILJM OF 18" APART IN 1 2. BLANK TLJBING SUPPLY HEADER LENGTH -,,...._-'--'--------------------------SHRUB AREAS UNLESS OTHERWISE NOTED. USE 45 DEGREE <; VARIES PER PLAN 6 V'lALL MOUNT CONTROLLER ELLS TO ACHIEVE i'IAINLINE DEPTH FROl'I UP-STREAl'I SIDE 3. INSERT TEE -TYP. OF THE PRESSURE REGULATOR ASSEl'IBL Y. 4. TRUNK, SPACING FER PLAN 5. DRIPPER LINE TLJBING-FLOW, DRIPFER SPACING AND LINE SPACING PER LEGEND t>. SOIL STAPLE -TYP. 1. LINE FLUSHING VALVE 8. BLANK TLJBING, EXHAUST HEADER UNLESS NOTED OTHERWISE- USE DRIPLINE W SPACING FER LEGEND. (2+) RINGS IN 12" OR IB" INCREMENTS FROl'I EDGE OF TRUNK. 2 RINGS -3t," BOX OR Si'l/>,J..LER TREES 3 RINGS -48" BOX AND LARGER TREES SUCCESSIVE RINGS MAY BE ADDED AS TREE GROHS 11 4 BRACKET />,J.. TERNATIYE 1 I. RAIN SENSOR. 2. FEMALE ADAPTER SLIPxFIPT 3. G/>,J..VANIZED ~o• ELL 4. I" OR 1-1/2" G/>,J..VANIZED PIPE t, TO 10 FT. HIGH OR LIGHT STANDARD OR EAVE OR FENCE POST-VERIFY W MFG. S. 12"X 12" CONC-RETE BASE 8" DEEP MIN. t>. I" OR 1-1/2" PIPE aBOH 1. FINISH GRADE 8. t," ROUND V/>,J..VE BOX q, ADAPTERS OHL Y AS REQ'D. BY i'IFG., USE WEA. SENSOR PER i'IFG'S, RECOl'li'IENDATIONS. 10. TO CONTROLLER OR VALVE II. DRY SPLICE CONNECTORS (D) PRESSURE RE6ULATOR 1 II. BRASS PIPING AND FITTING FROl'I BACK FLOW PREVENTER OR BASKET STRAINER I. FINISH GRADE IN TLJRF AREAS 2. PLASTIC RECTANGULAR V/>,J..VE BOX WITH BOLT DOHN COVER, LJSE STAINLESS BOLT, NUT AND HASHER BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAFE EDGE. HEAT BRAND "BY" ONTO LID. 3. BALL VALVE, SEE LEGEND 4. FINISHED GRADE IN SHRUB AREAS S. PRESSURE SUPPLY LINE DEPTH FER SPECS. NOTE, ALL PLASTIC PIPING SHALL BE SNAKED IN TRENCH. BVNDLE WIRING AND WRAP HITH TAPE AT TEN FOOT INTERV />,J..S, />,J..L i'IAINLINE PIPING TO BE INSTALLED IN ACCORDANCE WITH i'IANUFACTLJRER'S INST/>,J..LATION SFECIFIGATIONS. TIE A 24-INC,H LOOP IN ALL WIRING AT CHANGES OF DIRECTION OF 30" OR GREATER UNTIE AFTER />,J..L CONNECTIONS HAVE BEEN i'IADE. (A) PIPE AND V'llRE TRENCHING I. INNER CASE OF CONNECTOR 2. COPPER SLEEVE CRIMP INST/>,J..LED WITH RECOMMENDED TOOL 3. STRIP AND THIST WIRES FOR PROPER CONNECTION 4. OLJTER CASE OF CONNECTOR INSTALL AS SHOWN, BVRY 4-t," DEEP i'IAX., STAPLE IN PLACE. REPEAT RING ASSEl'IBLY AS NECESSARY FOR EACH PLANT. DO NOT EXCEED EQUIPMENT FLOH Lli'IITATIONS. ' 12· t-+-'-o-, 12. NORM/>,J..L Y CLOSED HIRE FROM SENSOR 13. COl'li'ION WIRE FROl'I SENSOR t>. SCH 80 PVC COLJPLING AND T.0.E. NIPPLES 5. LOW VOLTAGE HIRES, 3 i'IAXll'ILJl'I 1 DRIPLINE RING LAYOUT 2 I. REl'IOTE CONTROL V/>,J..VE WITH FILTER AND PRY 2. DRIPLINE START CONNECTION M/>,J..E ADAPTER 3. DRIPLINE 4. PVC SCH 40 SUPPLY HEADER S. PVC SCH 40 TEE OR aL t,, DRIFLINE TEES AND ELLS 1. ISLAND PERIMETER 8. i'IANU/>,J.. FLUSH VAL VE PLUl'IBED TO DRIPLINE (TYP) 14. I" OR 1-1/2" NIPPLE -IS. GRAVEL lb. PIPE CAP WITH HOLE FOR HIRES. II 11. SENSOR BRACKET 5 p 1. BRICK SUPPORTS 4 REG. FER BOX 8. SCH BO PVC UNION q, SCH 80 PVC NIPPLES 10. LANDSCAPE FABRIC, WRAP UP AND OVER BOX HOLES II. SCH 80 PVC NIPPLES 3/4" ROCK, 3 (H) RAIN SV'll TCH POLE MOUNT PLAN VIEW -N.T.S, CLJBIC FT, --',_...c._ ___________________________ ~~~O BE INST/>,J..LED AS TO />,J..LOW FOR PROPER OPERATION OF BALL V/>,J..VE INST/>,J..L 3 I. FINISH GRADE 2. STANDARD V/>,J..VE BOX W COVER 3. r.ATERPROOF CONNECTION 4. V/>,J..VE ID TAG 5. 30-INCH LINEAR LENGTH OF HIRE, COILED 6. PRESSURE REGULATING FILTER 1. FINISHED GRADE IN SHRLJB AREAS 8. PVC SCH 40 FEl'l/>,J..E ADAPTOR q, LATERAL FIFE 10. REMOTE CONTROL V/>,J..VE, II. PVC SCH 40 TEE OR ELL TO i'IANIFOLD/ i'IAIN AT RIGHT ANGLE TO HARDSCAFE EDGE, INST/>,J..L V/>,J..VE OFF-CENTER IN BOX. INSTALL V/>,J..VE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER V/>,J..VE INSTALLATION AT i'IAIN LINE DEPTH. BALL VALVE B II II I. FINISH GRADE 2. CONC. PAD 4" THICK 3. FEBCO 825-YA REDLJCED PRESSURE BACKFLOH DEVICE 4. BACKFLOH DEVICE ENCL05VRE 5. BRASS NIPPLES i'IIN. 4" TYP. 6. BRASS UNION NOTE, FILL INNER CASE WITH SEALER PRIOR TO FIN/>,J.. ASSEl'IBL Y. />,J..L HIRE ROLJTED BETWEEN CONTROLLER AND REMOTE CONTROL V/>,J..VES SH/>,J..L BE A CONTINUOUS RUN WITH NO WIRE SPLICES. HIRE SPLICES SHALL ONLY OCCUR AT THE REl'IOTE CONTROL VALVE. (B) V'lATERPROOF V'llRE SPLICE SLEEVES UNDER ROADS, SCH 80 PVC • t," OR LESS IN DIAMETER --3b II C.OVER • GREATER THAN b" IN DIAMETER --48" COVER SLEEVES UNDER PAVING (NON-ROADS), SCH 40 PVC • --IB" COVER DRIPLINE ISLAND LAYOUT 12. 5-INCH i'IINll'ILJl'I DEPTH OF 3/4-INCH r.ASHED GRAVEL II B' ~~~ r,----;B•~~~ 1. BRONZE HYE STRAINER 8. NOT USED • LESS THAN 3" IN DIAMETER 3" -5-1/2" IN DIAMETER --24" COVER S. PVC/ DRIPLINE ADAPTERS t>. 3" DEEP r.ASHED GRAVEL 1. BRICK SUPPORTS (THREE) 8. LANDSCAPE FABRIC, WRAP UP AND OVER BOX HOLES 4 It> nr TT 13. BRICK SUPPORTS 4 REG. FER BOX 14. LANDSCAPE FABRIC, WRAP UP AND OVER BOX HOLES I. 4-INCH GRATE/ REl'IOVABLE CAP 2. DRIP Ei'IITTER OR BVBBLER SEE LEGEND FOR EXACT NOZZLE 3. ROOT r.ATERING SYSTEl'ldNC,LUDES TOP GRATE AND BASKET CANISTER 4. FINISH GRADE S. SAND SOCK FOR SANDY SOILS SECTION VIEH -N.T.S. NOTE, />,J..L PIPING BETWEEN THE r.ATER METER AND THE BACKFLOH SHALL BE SCH K HARD COPPER PIPE AND FITTINGS. q, BRASS i'IAINLINE PIPE TO BRONZE PRESSURE REGULATOR AND i'IASTER CONTROL V />,J.. VE 10. BRASS ELLS II. NOT USED 12. SCH K HARD COPPER i'IAINLINE PIPE BETWEEN r.A TER METER BACKFLOH (c) • t," OR GREATER IN DIAl'IETER --3t>" COVER CONTROLLER WIRES LOCATED UNDER STREETS OR OTHER PERMANENT li'IPROVEl'IENTS SH/>,J..L BE INST/>,J..LED IN SEPARATE PVC SLEEVES CORRESPONDING TO THE TYPE DEPTH AS SPECIFIED ABOVE FOR r.A TER LINES, NOTE, FLOW SENSING CABLE AND i'IASTER V />,J.. VE WIRES SHALL BE INSTALLED IN THEIR OHN CONDUIT SEPARATE AND APART FROl'I ALL OTHER HIRES. SLEEVE AND GONDU IT t>. 1/2-INCH PVC SCH 80 NIPPLE OR POLY FLEX RISER 1. 1/2-INC,H qo-DEGREE ELBOW 8. 12-INCH SWING ASSEl'IBL Y (F) REDUCED PRESSURE BACKFLOV'l DEVICE APPRO V[O FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 2 1 --~ -~- SECTION VIEW -N.T.S. ~ I. FINISH GRADE 2. STANDARD V/>,J..VE BOX W COVER I 3. r.ATERPROOF CONNECTION 4. V/>,J..VE ID TAG ® q, 1/2-INC-H i'l/>,J..E NPT INLET 10. PVC SCH 40 TEE OR ELL II. LATERAL PIPE 12. 4-INCH BASKET WEAVE CANISTER, OR PERFORATED FIFE-DO NOT FILL W GRAVEL 13. PLANT TRUNK AND ROOTB/>,J..L 14. i'ILJLCH LAYER IS. BACKFILL S. 30-INCH LINEAR LENGTH OF WIRE, COILED SECTION VIEW -N.T.S. It>. BERi'I FOR r.ATERING BASIN 6. PVC i'IAINLINE PIPING NOTE, 11. NATIVE GRADE 1. FINISHED GRADE IN SHRUB AREAS ~~tJrJ~1;1rHc~~1t~Jift.~: &'k~Hw::; ~:~L-TYP. e,, PVC SCH 40 ADAPTORS TEES AND aLS-~--------------------------- ~. ~:~ ;;;~L VALVE, (K) ROOT ZONE CANISTER II. PVC SCH 40 TEE OR ELL TO i'IANIFOLD/ MAIN 12. 3-INCH i'IINIMUl'I DEPTH OF 3/4-INCH r.ASHED GRAVEL 15. BRICK SUPPORTS 4 REG. FER BOX 14. LANDSCAPE FABRIC, WRAP UP AND OVER BOX HOLES 15. PVC SCH BO NIPPLE LENGTH AS REQ'D. REMOTE CONTROL VAL VE an scape re 1tecture 34032 Alcazar Drive, Dana Point, Ca 92629 p/f(949)388-3369 "AS BU IL T" RCE EXP. DATE IRRIGATION DETAILS REVIEWED BY: INSPECTOR DATE r24-U OM.A 1 61 SLEMTT AL lliJ ~ 3-8-U OM.A CITY, CMWO. COLNTY DB, RE!lU'ES CITY OF CARLSBAD '.J-20-l) OM.A CMWO 11EDUIES 0 PLANNING DIVISION 6 1--~-1----+---------------~t------+---l---+----I LANDSCAPE IMPROVEMENT PLANS FOR: GOLDEN SURF 1000 CAMINO DE LAS ON DAS CARLSBAD, CALIFORNIA APPROVED: 1------11----+----~~~----~-------'l--~---+---l---+-----I PLANNING 1--~=-11--~-+-----------~----1------+---l---+-----I ~D~W;;:N~BY~:===:::;-;==::::P::::R=OJ=E==C::::T=N=O=.===;-;::D=R=A=W=IN=G=N=O:;. DATE INITIAL I--D_AT_E__.._IN_IT_IA_L-1-_DA_TE _ _,__IN_IT_IA_L_, CHKD BY: __ _ REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT 13-04 496-4L I MAINTENANCE I. GENERAL THE OHNER OR LESSEE HILL ENGAGE A MAINTENACE CONTRACTOR FOR THE MAINTENANCE OF THE SITE LANDSCAPE FOR THE LIFE OF THE LEASE. MAINTENANCE CONTRACTOR SHALL FURNISH ALL SUPERVISION, LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR THE COMPLETE MAINTENANCE OF ALL LANDSCAPE AREAS. ALL LANDSCAPE AREAS SHALL BE HATERED AS NECESSARY FOR THE PROPER DEVELOPMENT AND MAINTENANCE OF THE VEGETATION. PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND VIGOROUS CONDITION, IRRIGATION AND DRAINAGE SYSTEMS KEPT IN GOOD WORKING ORDER, AND THE GENERAL SITE KEPT GLEAN AND HEED FREE. MAINTENANCE CONTRACTOR SHALL ROUTINELY GHEGK FOR BLOCKED DRAIN INLETS, AND KEEP SHALES FREE OF LEAVES AND OTHER DEBRIS. ALL LITTER AND TRASH INCLUDING HEEDS, LEAVES, BOTTLES AND OTHER DEBRIS SHALL BE REMOVED FROM ALL AREAS OF THE SITE AND DISPOSED OF OFF-SITE. MAINTENANCE CONTRACTOR SHALL REPAIR OR REPLACE ALL DEAD, DAMAGED OR DISEASED PLANT MATERIAL. II. IRRIGATION A QUALIFIED PERSON SHALL BE GOMPLETE!RESPONSIBLE FOR OPERA TING THE IRRIGATION S STEMS, HITH THE DUTIES OF ADJUSTING CONTROLLERS, OBSERVING THE EFFECTIVENESS OF THE IRRIGATIONS STEM, AND MAKINS MINOR ADJUSTMENTS TO THE SYSTEM. THE IRRIGATION SYSTEM SHALL BE MAINTAINED FOR OPTIMUM PERFORMANCE. THIS INCLUDES CLEANING AND ADJUSTING ALL SPRINKLER HEADS AND VALVES FOR PROPER COVERAGE. A CHART SHALL BE MAINTAINED TO RECORD CURRENT IRRIGATION PROGRAMS, INGLUDINS DAY, TIME, AND LENGTH OF HATERINS FOR EACH STATION AND PROGRAM FOR EAGH CONTROLLER. INSPECTIONS OF THE IRRIGATIONS STEM, IN OPERATION, SHALL BE MADE HEEKLY DURING SUMMER MONTHS, APRIL THROUGH OCTOBER, AND BI-HEEKLY NOVEMBER THROUGH MARCH, TO DETECT A MALFUNCTIONING OF THE SYSTEM. CHECK FOR LEAKS OR "1:T SPOTS. TURN ON EACH SYSTEM HITH THE CONTROLLER AND CHECK IT TO ENSURE THAT IT OPERATES CORRECTLY --OPENING AND CLOSING. VI SU ALLY OBSERVE EAGH SPRINKLER HEAD I NOZZLE FOR PROPER OPERATION, SPRAY PATTERN, PRESSURE AND HATER DISTRIBUTION. A SOIL SAMPLING PROBE AND/OR A TENSIOMETER SHALL BE USED REGULARLY TO EVALUATE ACTUAL SOIL MOISTURE LEVELS AND IRRIGATION SCHEDULE. CHECK AT LEAST HEEKLY TO MAKE SURE AREAS ARE NOT BEING OVER OR UNDER HATERED. ADJUST THE SCHEDULE AS NEEDED TO CORRECT FOR EITHER OF THESE SITUATIONS. RESET THE SCHEDULE ON OUR CONTROLLER AT LEAST MONTHLY, AT THIS TIME, CHECK THE TIME ON THE CONTROLLER TO MAKE SURE THAT IT IS CORRECT. CHECK THE HATER BILL FOR EXCESSIVE CONSUMPTION. COMPARE MONTH TO MONTH AND YEAR TO YEAR, PAY SPECIAL ATTENTION TO LARGE FEE SHINSS. LOOK AT THE GENERAL HEALTH AND "LOOK" OF THE PLANT MA TERI AL. MAKE DESIGN ADJUSTMENTS (ADDING/ DELETING OR MOVING OF HEADS, CHANGING NOZZLE TYPES, TRIMMING OR MOVING OF PLANT MATERIAL) SO THAT PROBLEMS CAN BE ELIMINATED INSTEAD OF TEMPORARILY FIXED. ALL MALFUNCTIONING EQUIPMENT MUST BE REPAIRED PRIOR TO THE NEXT SCHEDULED IRRIGATION. ALL REPLACEMENT HEADS SHALL BE OF THE SAME MANUF AG TURER, TYPE, AND APPLICATION RA TES. Ill. PLANTINGS ALL AREAS MUST BE KEPT HEED FREE, BY THE USE OF ORGANIC MULCHES, HAND REMOVAL CHEMICAL CONTROLS-IN THAT ORDER. MULCHED AREAS MUST BE REPLENISHED AS MULCH DECOMPOSES. FERTILIZER SHALL BE APPLIED AS NEEDED USING SLOH RELEASE, ORGANIC BASED MATERIALS IN APRIL AND OCTOBER. USE AS INDICATED BY SOILS TEST ANALYSIS. GROUND COVERS BORDERING HALKS AND CURBS SHALL BE EDGED AS NECESSARY TO PROVIDE A GLEAN CRISP LINE. VINES SHALL BE KEPT "PINNED" TO ADJACENT HALLS AS NECESSARY AND TRIMMED TO CONTROL EXCESSIVE SROHTH, NOT ALLOHING VINE TO GROH OVER HINDOHS, DOORS, GATES OR OTHER ARCHITECTURAL ELEMENTS AND EQUIPMENT. TREE PRJ.JNING SHALL BE PERFORMED AS NEEDED TO MAINTAIN A NATURAL APPEARANCE. SHRUB PRJ.JNING SHALL BE PERFORMED AS NEEDED TO MAINTAIN A NATURAL APPEARANCE. SHRUBS ARE INTENDED TO FILL THE PLANTING SPACE AS MUCH AS POSSIBLE. DO NOT POHER PRUNE SHRUBS INTO ODD TOPIARY SHAPES. TREES AND SHRUBS SHALL BE PRUNED TO CORRECT ANY STRJ.!CTURAL DEFECTS, REMOVE SUCKERS, CRISS-CROSSING BRANCHES, DEAD AND DISEASED LIMBS AND FOLIAGE AND THINNING OF THE GROHN TO REDUCE HIND DAMAGE. SPARSE GROUND COVER AREAS SHALL BE GHEGKED FOR, AS THEY MAY INDICATE A FAILURE OF IRRIGATIONS STEM OR THE NEED FOR FERTILIZER AND SOIL AMENDMENT. BARE AREAS SHALL BE RE-PLANTED TO MATCH ORIGINAL DESl6N. C: \DRAWING Fll.ES\TITlE SHEETS\CLSB-IP.DWG REVISED: 3/1 2016 I - -------------- IRRIGATION SP E GS. IRRIGATION SP E GS. GONT1D. 1~-----------------------~I 1'-------------------------~I I. GENERAL CONDITIONS THE CONTRACTOR SHALL FIELD VERIFY THE EXISTIN6 HATER PRESSURE (P.5.I) AND AVAILABLE FLOH (GP.Mi PRIOR TO CONSTRUCTION. NOTIFY THE OHNER'S AUTHORIZED REPRESENTATIVE (OAR) IMMEDIATELY OF ANY DISCREPANCIES BETHEEN THE ACTUAL PRESSURE AND FLOH AVAILABLE HITH THOSE SHOHN IN THESE DRAHINSS. THIS DESIGN IS DIAGRAMMATIC. ALL PIPIN6, VALVES, ETC., SHOHN HITHIN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND SHALL BE INSTALLED IN PLANTING AREAS HHERE POSSIBLE. DO NOT HILLFULL Y INSTALL THE SPRINKLER SYSTEM AS SHOHN ON THE DRAHIN6S HHEN IT IS OBVIOUS IN THE FIELD THAT THERE ARE UNKNOHN OBSTRUCTIONS, &R.ADE DIFFERENCES OR DIFFERENCES IN THE AREAS SIZE AND LAYOUT THAT HERE NOT CONSIDERED IN THE ORIGINAL DESIGN. NOTIFY THE OAR. OF SUCH OBSTRUCTIONS AND DIFFERENCES IMMEDIATELY. IN THE EVENT THAT THE NOTIFICATIONS REQUIRED BY THESE NOTES ARE NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ANY REVISION NECESSARY. II. QUALITY ASSURANCE AND REQUIREMENTS THE CONTRACTOR SHALL MAINTAIN A QUALIFIED SUPERVISOR, FAMILIAR HITH THE TYPE OF V'IORK AND THE CONTRACT DOCUMENTS, ON SITE AT ALL TIMES DURING INSTALLATION OF THE Y'lORK AND PRIMARY MAINTENANCE. ALL SPRINKLER EQUIPMENT NOT OTHER.HISE DETAILED OR SPECIFIED SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS. Ill. MATERIALS/ INSTALLATION THE MAINLINE PIPE SHALL BE INSTALLED AND ROUTED TO AVOID UNFORSEEN OBSTACLES BELOH GRADE. TREE LOCATIONS TAKE PRIORITY OVER IRRIGATION PIPING. STAKE TREE LOCATIONS PRIOR TO TRENCHING. THE AUTOMATIC CONTROLLER AND THE BACKFLOV'i DEVICE SHALL BE FACTORY ASSEMBLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. FINAL LOCATION OF THE AUTOMATIC CONTROLLER AND THE BACKFLOV'i DEVICE SHALL BE APPROVED BY THE OAR. PRIOR TO INSTALLATION. THE 120 VOLT ELECTRICAL CONNECTION FOR THE CONTROLLER SHALL BE FURNISHED BY OTHERS. THE CONTRACTOR SHALL COORDINATE THE ROUTE OF THE ELECTRICAL SERVICE TO THE APPROVED CONTROLLER LOCATION 011TH THE GENERAL CONTRACTOR. THE SERVICE TO THE CONTROLLER JUNCTION BOX SHALL BE INSTALLED BY A LICENSED ELECTRICIAN. THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECTIONS TO THE AUTOMATIC CONTROLLERS FROM THE PROVIDED JUNCTION BOX. Ill. MATERIALS/ INSTALLATION THE MAINLINE PIPE SHALL BE INSTALLED AND ROUTED TO AVOID UNFORSEEN OBSTACLES BELOH GRADE. TREE LOCATIONS TAKE PRIORITY OVER IRRIGATION PIPING. STAKE TREE LOCATIONS PRIOR TO TRENCHING. THE AUTOMATIC CONTROLLER AND THE BACKFLOH DEVICE SHALL BE FACTORY ASSEMBLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. FINAL LOCATION OF THE AUTOMATIC CONTROLLER AND THE BACKFLOH DEVICE SHALL BE APPROVED BY THE OAR. PRIOR TO INSTALLATION. THE 120 VOLT ELECTRICAL CONNECTION FOR THE CONTROLLER SHALL BE FURNISHED BY OTHERS. THE CONTRACTOR SHALL COORDINATE THE ROUTE OF THE ELECTRICAL SERVICE TO THE APPROVED CONTROLLER LOCATION HITH THE GENERAL CONTRACTOR. THE SERVICE TO THE CONTROLLER JUNCTION BOX SHALL BE INSTALLED BY A LICENSED ELECTRICIAN. THE IRRl6ATION CONTRACTOR SHALL MAKE THE FINAL CONNECTIONS TO THE AUTOMATIC CONTROLLERS FROM THE PROVIDED JUNCTION BOX. ALL HIRES FROM THE CONTROLLER TO THE AUTOMATIC VALVES SHALL BE GOFFER, DIRECT BURIAL, MINIMUM ~14 GUAGE. INSTALL IN THE SAME TRENCH AS THE MAINLINE HHERE POSSIBLE. COMMON HIRE TO BE HHITE IN COLOR. CONTROL HIRES TO BE A DIFFERENT COLOR FOR EACH CONTROLLER USED. BUNDLE AND TAPE HIRES A MINIMUM OF TEN (10) FEET ON GENTER. , THE CONTRACTOR SHALL RUN THREE (3) SPARE HIRES AND ONE (I) COMMON HIRE FROM THE CONTROLLER TO EACH END OF THE MAIN LINE FOR FUTURE USE. EXTEND THE HIRES AN EXTRA TEN (10) FEET, MAKE A GOIL AND PLACE IN A RECTANGULAR PULL BOX. LABEL THE LID "Sl'1". ALL MAINLINE PIPING AND CONTROL HIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAINLINE SLEEVE SIZE SHALL BE A MINIMUM OF THICE (2x) THE DIAMETER OF THE PIPE TO BE SLEEVED. SIZE HIRE SLEEVES SO THAT HIRES ARE NOT BOUND IN FIFE. MINIMUM COVERA&E FOR SLEEVES SHALL BE THENTY FOUR (24) INCHES FOR SLEEVED LATERAL LINES, THIRTY (30) INCHES FOR 120 VOLT HIRIN6 IN CONDUIT AND THIRTY SIX(%) INCHES FOR SLEEVED MAINLINE AND/OR CONTROL HIRING. ALL LATERAL LINE PIPIN6 UNDER PAVEMENT NOT SLEEVED, SHALL BE PVC SCHEDULE 40 AND SHALL BE INSTALLED PRIOR TO PAVING. DIG TRENCHES STRAl6HT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM. TRENCH MUST BE FREE OF ROCKS, DEBRIS OR ANY SHARP OBJECTS. SNAKE PLASTIC PIPE IN TRENCH. MINIMUM COVERAGE FOR MAINLINE SIZES If::/ AND SMALLER IS EIGHTEEN (le,) INCHES, FOR SIZES 2" AND LARGER COVERAGE IS THENTY FOUR (24) INCHES, FOR LATERAL LINES THELVE (12) INCHES, 120 VOLT HIRING IN CONDUIT THIRTY (30) INCHES AND LOH VOLTA&E CONTROL HIRE THELVE (12) INCHES MINIMUM OR THE SAME DEPTH AS THE MAINLINE. DO NOT INSTALL ANY PIPE OR HIRIN6 DIRECTLY OVER ANOTHER. BALL VALVES, SA TE VALVES, REMOTE CONTROL VALVES (EXCEPT FOR ANTI-SIPHON TYPE) AND QUICK COUPLERS SHALL BE INSTALLED IN BELOH GRADE LOCKABLE 'BOXES" MANUFACTURED BY AMETEK OR CARSON. USE ROUND BOXES FOR SATE VALVE, BALL VALVES AND QUICK COUPLERS AND RECTANGULAR BOXES FOR REMOTE CONTROL VALVES. VALVE BOX LIDS SHALL BE &REEN COLOR, LABELED "BV","SV", "QG" OR "RGV" HITH CONTROLLER STATION NUMBER. SET VALVE BOXES ONE (I) INCH ABOVE FINISH GRADE, SET VALVES AT SUFFICIENT DEPTH TO PROVIDE APPROPRIATE CLEARANCE BETHEEN THE COVER AND THE VALVE. INSTALL IRRl&ATION EQUIPMENT SO THE VALVE BOXES FIT HITHOUT CUTTING THE HALLS OF THE VALVE BOXES. GUT VALVE BOXES SHALL BE REPLACED AT NO GOST TO THE OV'INER. THE CONTRACTOR SHALL LOCATE ALL VALVES IN SHRUB AREAS, UNLESS DIRECTED OTHER.HISE BY THE OAR. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH &RADE. INSTALL ALL SPRINKLERS ON RISERS THELVE (12) INCHES AHAY FROM HALLS AND STRUCTURES. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN SHRJ.JB AND SROUNDC.OVER AREAS SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS ONE (I) INCH ABOVE FINISH GRADE. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN TURF AREAS SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS FLUSH HITH ADJACENT PAVING. AFTER RECEIVING NOTIFICATION BY THE OAR., THE CONTRACTOR, HITHIN TEN (lo) DAYS SHALL ADJUST ALL LAHN HEADS SO THAT THE TOP OF THE SPRINKLER HEAD IS ONE QUARTER 0,:, ) INCH ABOVE FINISH GRADE. INSTALL ANTI DRAIN VALVES TO ELIMINATE LOH HEAD DRAINAGE. ANTI DRAIN VALVE (ADV) U~ITS MAY NOT BE REQUIRED ON ALL HEADS., PRIOR TO INSTALLATION, CONTRACTOR SHALL VERIFY HITH ON SITE GRADES IF THERE IS AN ELEVATION DIFFERENCE OF THO (2) FEET OR MORE BETHEEN THE HIGHEST AND LOHEST SPRINKLER HEAD ON A SYSTEM. INST ALL THE ADV V'IHERE NECESSARY. ALL SOLVENT HELD PVC PRESSURE LINES AND FITTIN6S MUST RECEIVE PRIMER BEFORE SOLVENT HELDIN6. V. SUBMITTALS UPON COMPLETION THE CONTRACTOR SHALL SUPPLY THE OHNER HITH A COMPLETE SET OF REPRODUCIBLE "AS-BUILT" DRAHIN&S. THESE AS-BUILTS SHALL SHOH THE LOCATIONS OF ALL POINTS OF CONNECTION, VALVES, CROSSIN6S, QUICK COUPLERS AND OTHER MAINLINE COMPONENTS DIMENSIONED ACCURATELY FROM TWO (2) PERMANENT SITE OBJECTS. IN ADDITION THE GONTRAGTOR SHALL SUPPLY THO (2) CONTROLLER CHARTS SHOHINS EACH VALVE'S COVERA&E AREA COLOR CODED TO THE CORRESPONDING CONTROLLER STATION. THE CONTRACTOR MUST ALSO FURNISH THO (2) SETS EACH OF THE FOLLOHINS; ANY SPECIAL VALVE OR SPRINKLER ADJUSTMENT TOOLS, KEYS FOR THE CONTROLLER ENCL09JRES, QUICK COUPLER KEYS AND ANY OPERATION MANUALS FOR THE EQUIPMENT INSTALLED. VI. GUARANTEE THE CONTRACTOR'S WORK SHALL BE FULLY GUARANTEED FOR ONE (I) FULL YEAR FROM THE DATE OF ACCEPTANCE BY THE OHNER. ANY DEFECTIVE MATERIALS OR POOR HORKMANSHIP SHALL BE REPLACED OR CORRECTED AT NO GOST TO THE OHNER. VII. MAINTENANCE A QUALIFIED SUPRVISOR SHALL BE RESPONSIBLE FOR OPERATIN6 THE IRRIGATIONS SYSTEMS, ADJUSTING THE CONTROLLERS AND OBSERVIN6 THE EFFECTIVENESS OF THE IRRISATION SYSTEM. CHART ALL CONTROLLER PROGRAMS, RECORDING DATE, TIME, LENGHT OF HATERINS FOR EACH STATION. RESET CONTROLLER AT LEAST MONTHLY·TO ACCOUNT FOR SEASONAL VARIATIONS. INSPECT AND ADJUST THE ENTIRE IRRIGATION SYSTEM HEEKLY DURING APRIL THRU OCTOBER AND BI-HEEKLY FOR THE REST OF THE YEAR. CHECK FOR LEAKS, HET AND DRY SPOTS, USE A MOISTURE SENSING DEVICE TO EVALUATE ACTUAL SOIL MOISTURE. OBSERVE NOZZLES FOR PROPER PATTERN AND PRESSURE. VIII. CITY REQUIRED AS-BUILT PLANS IRRIGATION AS-BUILT PLANS ARE REQUIRED TO BE SUBMITTED FOR THE H.OA COMMON LANDSCAPE AREAS. SUBMITTAL OF AS-BUILT PLANS SHALL BE AS REQUIRED BY THE ENGINEERING AND PLANNIN6 DIVISIONS. THE FINAL PLANS SHOULD BE PREPARED BY THE LANDSCAPE ARCHITECT FROM DIMENSIONS PROVIDED BY THE CONTRACTOR. FINAL AS-BUILT PLANS SHALL BE DRAFTED CLEARLY TO THE SATISFACTION OF THE CITY, AND THE FINAL PLANS SHALL BE SUBMITTED TO THE CITY FOR THEIR KEEPING. THE FINAL AS-BUILT PLANS HILL BE REQUIRED TO BE REVIEHED AND APPROVED BY THE CITY AND PINAL PLANS HILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES. IV. ADJUSTING AND TESTING THE SYSTEM AFTER PIPELINE ASSEMBLY THE CONTRACTOR SHALL THOROUGHLY FLUSH THE SYSTEM. HITH OPEN ENDS ALL CAPPED PRESSURE TEST FOR FOUR (4) HOURS AT 150 P.5.1. IRRIG. SPEC'S & NOTES AFTER GOVERASE AND PRESSURE TESTING THE CONTRACTOR SHALL INSTALL ALL TERMINAL FIXTURES AND PERFORM A COVERAGE TEST. THE GONTRAGTOR SHALL ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE AND TO PREVENT OVERSPRAY. THIS SHALL INCLUDE THE USE OF VARIABLE ARC NOZZLES (VAN) AND PRESSURE COMPENSATING SCREENS (PCS), THE SELECTION Of THE BEST DEGREE OF ARC TO FIT THE SITE AND THROTTLING OF THE FLOH CONTROL AT EACH VALVE TO FIND THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. THE ENTIRE SYSTEM SHALL BE IN FULL AUTOMATIC OPERATION FOR ONE SEVEN (1) DAYS PRIOR TO ANY PLANTING. ,24-fl OM.A /1\ 5T SLEMTTAL 3-8-17 OM.A /?-,, CITY, CM'//0, CCUIT'( DEH i<8JLl'ES 3-2017 OM.A / l\ CMWD i<8JLl'ES uTI APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCA T/ON OF PLAN TING AREA. "AS BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD LJ§J PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: GOLDEN SURF 1000 CAMINO DE LAS ONDAS CARLSBAD, CALIFORNIA J.I.Y 31, 2017 t----+----1-----------------+---+----I----I---I 1-A-P-PR_o_v_E_D_,_~-~+--=-,~~ _PLANNING r~\ CT .€:J L,.&t ~-4-11 I Lanascape Arcn1tecture 34032 Alcazar Drive, Dana Point, Ca 92629 p/{(949)388-3369 *.} z'':~lft~·11 ,,. * ~l', Di(,t ~~ I: OF CAllr<J .......___-i-;, 07 3,17 DESIGNER OF WORK LXpirotion Dote: • DATE INITIAL REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: RVWD BY: I PROJECT NO. I DRAWING NO. CT 13-04 496-4L h-">- -x ""' .. ·ex X <:::, i:,§ ,,, c-0 - C X ( u I I ( I I-·• I I I I I I I I I I I I I I I I I I I I -~c;-1- , I I I I _______________ J -~ --,- '" X X 7 I I I I I I I I I I I I ) I I /0' SB. T -~ -~ C: RAW1NG FILES llill SHEETS CLSB-IP.DWG RE'IISED: 3 1 2016 I - ENCROACHMENT PERMITS HILL BE REQUIRED TO INSTALL ENHANCED PAVINe (PAVJ:RS) HITHIN UTILllY --.. --' --EASMENTS J07JO' ------" ., '" -- j 167." - -- ---- -L tvlATGHLINE SEE SHT L-13 --- an scape c 1tecture 34032 Akazar Drive, Uana Point, Ca 92629 p/£(949)388-3369 J.._,J:::::.t:u'\iuJ_,,,•~•-•~'~•"" ud .. -= , ' _.i;::.---,· EET L-13- - GAMINO DE LAS ONDAS KEY MAP i----sc_·A_LE_--1 1"0 60'-0" HARDSCAPE PLAN APPROVED F"OR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF" PLANTING AREA. "AS BUILT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ~:l-8-17;';;---t-;;™-A~T"~CITY~, CMl'/D='':::°ca.NTT~DEH'..'...'.:REDLN:S=,__---+--l-------l---l----1 [jTI CITY OF CARLSBAD L1§j , "-20-I) N• , ~••o = -~o 2 6 • ~ ~"" •== PLANNING DIVISION ~LAN~;::D;SC;AP~E~IM::;::P;;R~O~VE~ME~N:;;T::::P::;LAN=;::::S:::F;:O=:R=:==:::::::--'=:::::::::==:::; GOLDEN SURF 1000 CAMINO DE LAS ON DAS CARLSBAD, CALIFORNIA <----+-----11------------------+---+-----l----l-----1 1-A-PP_R_o_v __ E __ D __ : -~/_:;;0'--'----------=-¼--='l----=---'="'--""""''-l-l--1 ~ C.1=-£::1\. . ..,'ft PLANNING DATE INITIAL REVISION DESCRIPTION ·oA TE INITIAL DATE INITIAL 01HER APPROVAL CITY APPROVAL DWN BY: CHKD BY: ___ , RVWD BY: PROJECT NO. CT 13-04 I DRAWING NO. 496-4L I I I 01 Ii ,l'f u " f) Cl ii it ~ fi [l I □ k i [] i1 " d l"' . ::1 ti '! t f~I .. I ~ J il ill I I - I. Lx I I I I I I 8148' I I I I I I I C: \DRA\\1NG FlLES\TITLE SHEETS\ClSB IP.DWG RE'IISED: 3/1/2016 ' w (.') <( O' <( (.') I . I I I I X X (A\, J.'<OOD FENGINe AND ~ GATES~ - ~anctscape Arcrntecture 34032 Alcazar Drive, Oana Point, Ca 92629 p/£(949)388---3369 j ' ,. MATCHLINE SEE SHT L-12 --- ----- _) - ' " CAMINO DE LAS Or-JOAS KEY MAP ,___s_cA_LE_· ---, \ "=60'-0" Ha I 0 4' I'-- - HARDSCAPE PLAN APPROVED FOR !RR/GA T!ON AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ~c24·~~ ~™-A~,'t~l --';;IST;:;;';SLEMTT~AL~;;-;;:;;;~------t---r------r--r-1 ~3 CITY OF CARLSBAD ~6 3-8-17 ™-A , ~ CITY,CMWO,crurn'IJB.1 REDlJ,ES ~ PLANNING DIVISION l__J__2_j :1-20-!7 ™-A I l\ CMW0 RBJlN:S ~::::::;::::~;:::::::;::;:;:;:::::;;;;;;;:::::;;:::::;:;::::;;:~===--==-7 LANDSCAPE IMPROVEMENT PLANS FOR: r--------------..... ------1----l---+------------------t-----r---,-,--7 GOLDEN SURF 1000 CAMINO DE LAS ON DAS CARLSBAD, CALIFORNIA 1----+--+-----------------t--,---r--,---, I A_P_P_R_o_v_E_D_: __ L-r-:_.:'_ r...,\_-t--~--.t:1-~-~. k-t:.-11.....,L\_ PLANNING DA TE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: CT 13-04 496-4L r-OTH_ER_A_P~P-RO-V-Al--,-C-ITY-A-PP-R~O~VA~L' L'.R~V~W'-"D-~BY.'..::-=== C: DRA\11NG FIL.ES 11TlE SHEElS CLSB-IP.OWG RE'IISED: 3 1 2016 VARIES, MUST BE VISIBLE :3 2 4 0 I. APPROVED SIGN; PURPLE BACKGROUND, BLACK LETTERS PER THE CARLSBAD M\JNICIPAL HATER DISTRICT AND SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEAL TH. 2. 2-3/f!>" O.D. STEEL PIPE; HOT DIP GALVANIZED 3. STAINLESS STEEL BOLTS; VANDAL PROOF HARl'1ARE 4. CONCRETE FOOTING; 12" DIA. AND If!>" DEEP OR PER CITY STANDARD 5. qo% COMPACTED SlEGRADE; PER CITY STANDARD b. 3/4" GRAVEL 12" DEEP, PACKED; EXACT HEIGHT OF SIGN HILL DEPEND ON THE LOCATION AND SURROUNDING LANDSCAPE PLANT TYPES. IN ALL CASES THE SIGN SHALL BE READILY VISIBLE TO THE PUBLIC. ~~R==E=G=Y=C=L==E==D=V'l=A=TE==f=ALE=~=;~~==l~=o,,== SPECIFICATION FEATURES Finish: Our naturally etched finishes will withstand the lest of time. All finishes are incli,1idually treated insuring consistency, Our meticulous application results in a fixture that truly becomes "a 011e of a kind". Electrical: Availabie in 1 '2.0V or 277V (sp8CI fy) Model, SPJ51·03 Labels: ETL Standmd Wet Label C-ETL Stainless Steel Bollard DESCRIPTION Model#: Material: Finish: Electrical: Engine: Lumens: Color Temp: Mounting: SPJ51-03 Aluminum Pm,vder Coat Black 120V, 277V (cpecify) Specify TBD TBD Anchor Baited 4.5V/ Sandwich 12\/or !20V 4_sw 250 Lurnr3ns FB-Jv1.P 1 GOO 120V lOW 1000 LUMEl'IS HHv1P3200 120V 25W 3200 LUMEf'lS ORDERING INFORMATION Model# [-SPJ51-03 ____ _ Finishes PCB = Black PBR = Brnnrn PR = Rusi!' PW = White PC = Powder Coat Custom Wattage 4.5W 4.5W 10W 25W WWW.SPJLIGHTING.COM Lumens 250 250 1000 3200 4T Color Temp. TBD 2"/UUK 4000K 6500K Anchor Bolt Pattern . .I.. ,(I) . :-::._,.,, ,-.--'/" ------4 Electrical 1· 12ov ---1 120V 271V ---h\F 1=L=l6=H=T=IN=6=B=O=L=LA=R=D====-~ NOT TO SCALE 4 I ,IIIII= ' I :3 'll:·U1 ~77 I. SPLIT FACE CONCRETI: 6LOCK i'1ALL HITH PAVER CAP; NOTE ANY RETAINING CONDITION AND PROVIDE DRAINAGE BEHIND HALL. LOl'1ER FOOTING TO PROVIDE ADEQUATI: AREA FOR PLANTING HHEN FOOTINGS EXTEND INTO PLANTING AREA. 2. COMPACTED SIJBGRADE; qo:,; COMPACTED AS PRESCRIBED BY ENGINEER HITH REFERENCE TO SOILS REPORT. B. REINFORCING; BUILD AS PRESCRIBED BY STRUCTURAL ENGINEER HITH REFERENCE TO SOILS REPORT. 4. FINISH GRADE; SLOPE TO DRAIN, SEE GRADING PLANS OR CIVIL DRAHINGS. 5. REINFORCED CONCRETE FOOTING; PER STRUCTURAL ENGINEER. b. SUBSURFACE INTERCEPTOR DRAINAGE MAT; INSTALL AGAINST HATERPROOFED HALL, DRAIN TO LANDSCAPE DRAIN SYSTEM. INSTALL PER MFG. SPLIT-FACE CMU V'lALLS V'l/ PAVER CAP SC,ALE B/4"=1'-0" b'-0" V'lOOD FENCE SEC Tl ON/ELEV. I. 2xb !'1000 CAP; CHAMFER TOP TO DRAIN. 2. lx4 !'1000 TRIM; B. 2x4 PT (PRESSURE TREATED) i'100D RAILINGS; 3 RAILINGS, TOE-NAIL TO POSTS TYP. 4. l'IOOD PICKETS; (2) NAILS TO EACH RAILING 5. 4x4 PT i'100D POSTS; ' (2) NAILS TO EACH RAILING b. CONCRETE FOOTING; PER CITY STANDARD 1. qQ% COMPACTED SIJBGRADE; PER CITY STANDARD f!>. 3/4" GRAVEL 12' DEEP, PACKED; SGALE :3/4"=1'-0" / ,.J -Ill -Ill -Ill " --111--· <1 jtl 4·/.4 == =- ,...,_--,--,.............·--,--,__ _j ' _j,. 111 I 1--n-r----++rlr-.-ri-T' :::':::: I ' " I 11 ' 1~11 I • 111=- _, I 1--=I I l=I 11=- 5 EXACT SLAB THICKNESS, REINFORCING AND BASE REQUIREMENTS AS PRESCRl6ED BY ENGINEER HITH REFERENCE TO SOILS REPORT . 'NUMBER OF STEPS MAY VARY. SEE HARDSGAPE PLAN . 4 -=@FC=O=N=G=R=E=T=E=S=T=E=P=c=~=;=;AL"='E'="s;~4"==,,l'-o=:c,~, = PLEASE REFER TO CIVIL ENGINEERS PERVIOUS PAVER SECTION DETAIL, SEE SHEET 3 PRECISE <SRADIN<S PLANS 5 EXACT SLAB THICKNESS, REINFORCING AND BASE REQUIREMENTS AS PRESCRIBED BY ENGINEER HITH REFERENCE TO SOILS REPORT. I. CONCRETE STEPS; 1/2" TOOLED RADIUS CORNER, REINFORCING AND BASE REQUIREMENTS PER ENGINEER. 2. (E.J.) EXPANSION JOINT; 3/f!>" THICK FOAM JOINT FILLER Y'i/ REMOVABLE FILLER CAP. SEAL H/ THIOKOL, DUST SEALANT Y'i/ SILICA SAND. COLOR OF SEALANT AND SILICA TO MATCH PAVING. B. SCORED INTEGRAL COLOR CONCRETE; !H/2" THICK MINIMUM AT DRIVEHAY, 4" THICK MINIMUM AT HALKS AND PATIOS, HITH lf5 REBAR AT If!>" O.C. EACH HAY. 4. SAND BASE; 2" DEEP MINIM\JM. 5. COMPACTED SIJBGRADE; qo% COMPACTION I. PERMEABLE PAVING; INTI:RLOCKING PAYERS PAVERS HITH REINFORCED COLORED CONCRETE EDGE BAND OR CURB. 2. CLASS II ROAD BASE f!>' DEEP; INSTALL PER MANUFACTURER. 3. COMPACTED SI.IBGRADE; MOISTURE CONDITION AND COMPACT@ q5t,9o TOP 12" OF NATIVE 4. FINISH GRADE; SLOPE TO DRAIN, SEE GRADING PLANS OR CIVIL DRAHINGS. 5. REINFORCED CONCRETE CURB OR FLUSH EDGE; b" HIDE AND l2"-24" DEEP PER CITY STANDARD -=@1='.=E=R=M=E=A=B=L=E=P=A==::~~~~~a;=,~;"Ti;4cc==,,=cc=:l,_0;;;;=,, = HARDSCAPE DETAILS APPROVED roR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCA T/ON or PLANTING AREA. "AS BUil T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ,24-11 OM.A 1 ST SLEMTTAL Lill CITY OF CARLSBAD ~ f-:l-&fl'.'.-"...'.'--J-.".DM.A=-+~-00=-·~==·~==~~=-=RBJLN:S===---------+--+---,f---+--~ 4 6 •-~ OM.A ~= =•= PLANNING DIVISION ••~• =no •=~ ~:;;::;=::::;.;:;=;:;::;;=;;:::;;:;=;;;;=;:=::;:;;:=:;;:;====:::'....'.::::==::; LANDSCAPE IMPROVEMENT PLANS FOR: GOLDEN SURF 1 000 CAMINO DE LAS ONDAS CARLSBAD, CALIFORNIA ~ [_~ 4-t)\-£?±i:: , ----1---t-------------------1----1---+----+-----< I-A-P __ P_Ro_v_E_D_=_~;.:;A----',==--+-'---"'=>-=--<4--- PLANNING DWN BY: __ _ an scape c 1tecture 34032 Alcazar Drive, Dana Point, Ca 92629 p/£(949)388-3369 DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY: __ _ RVWD BY: PROJECT NO. CT 13-04 DRAWING NO. 496-4L OTHER APPROVAL CITY APPROVAL ~- __ ···-.,,:-""" " --.1 "\ '0.. ' --', !:11 _;q\ -------) ' ~-~, ==--==---=•-;,_. -== I ~I -IA VJ . I ~ 0 , / ~LL////~ fj \ -. '~ ~ / WLLt'. __ _ ----·!74 C: DRAV.,NG FILES TillE SHEETS CLSB-IP.DWG RE"1SED: 3 1 2016 T-1 17 0 T-2 "o \ T-2.p x X m T-I T-2 T-3 T-4 T-5 T-6 T-1 T-8 T-q -"!c--T-10 f T-11 I '-., T-I2 j- \ T-I3 0 \ ~ ·, T-I4 ~ \ -~ "ij T-I5 •-. " T-I6 T-I1 T-IB T-lq T-20 T-2I T-22 T-23 T-24 T-25 T-26 T-21 T-28 T-2q T-30 T-3I T-32 E X s T I N G T R E E s BOTANICAL/ ca.lMON NAWE """' o.:tlOIT\00/ REMARKS PHOENIX CANARIENSIS '1" CALIPER TO l<fK'IJN, FROIECT IN fl.la CANARY ISLAND DATE PALM CAMELLIA .JAPONICA 16" CALIPER TAANSl'LANT TO CUSTOM LOT CAMELLIA SGHINUS TEREBINTHIFOLIUS l"-2" CALIPER 'VOI..Ltl11:fR' !iHIU Tie5 TO BRAZILIAN PEPPER TREES BE REHCM:D ~ GONS~TION MACADAMIA HYBRID 12" CALIPER TO BE REHCM:D ~ MACADAMIA Nl/T TREE GONS~TlON AVACADO HYBRID 6" CALIPER TO BE R&tM:1:1 ~ AVACADO GONS~TlClH MACADAMIA HYBRID 12" CALIPER TO BE R&tM:1:1 ~ MACADAMIA Nl/T TREE GONS~TlClH MACADAMIA HYBRID 12" CALIPER TO BE REHCM:D ~ MACADAMIA NllT TREE GONS~TlClH AVACADO HYBRID 12" CALIPER TO BE R&tM:1:1 ~ AVAGADO GONS~TlON CITRUS HYBRID 8" CALIPER TO BE R&tM:1:1 ~ CITRUS GONS~TlClH CITRUS HYBRID 8" CALIPER TO BE R&tM:1:1 ~ CITRUS GONS~TlClH MACADAMIA HYBRID 14" CALIPER TOBEREHCM:D~ MACADAMIA Nl/T TREE GONS~TlClH MACADAMIA HYBRID 12" CALIPER TO BE R&tM:1:1 ~ MACADAMIA Nl/T TREE GONS~TlON CITRUS HYBRID 8" CALIPER TO BE REHCM:D ~ CITRUS GONS~TION CITRUS HYBRID 10" CALIPER TO BE REHCM:D ~ CITRUS GONS~TlClH FICUS MACROPHYLLA 12" CALIPER TO BE REHCM3:> ~ MORETON BAY FIG GONS~TlON MAGADAMIA HYBRID 12" CALIPER TO BE R&tM:1:1 ~ MACADAMIA Nl/T TREE GON51lill(;T1Cllt MACADAMIA HYBRID 12" CALIPER TO BE R&tM:1:1 ~ MAGADAMIA Nl/T TREE GONS~TlClH MACADAMIA HYBRID 12" CALIPER TO BE REHCM:D ~ MACADAMIA Nl/T TREE GONS~TlON MACADAMIA HYBRID 12" CALIPER TO BE REHCM:D ~ MACADAMIA Nl/T TREE GONS~TlON MACADAMIA HYBRID 12" CALIPER TO BE R&tM:1:1 ~ MACADAMIA NUT TREE GONS~TlON MACADAMIA HYBRID 12" CALIPER TO BE REHCM:D ~ MAGADAMIA NUT TREE GON51lill(;T1Cllt CITRUS HYBRID 8" CALIPER TO BE REHCM:D ~ CITRUS GONS~TlClH MAGADAMIA HYBRID 12" CALIPER TO BE REHCM:D ~ MAGADAMIA NllT TREE GONS~TlClH MACADAMIA HYBRID 12" CALIPER TO BE R&tM:1:1 ~ MACADAMIA NllT TREE GONS~TION MACADAMIA HYBRID 12" CALIPER TOBERB-ICM'D~ MACADAMIA NUT TREE GONS~TION MAGADAMIA HYBRID 12u CALIPER TO BE REHCM:D ~ MACADAMIA NUT TREE GONS~TlON MACADAMIA HYBRID 12" CALIPER TO BE REHCM:D ~ MACADAMIA NllT TREE GONS~TION MACADAMIA HYBRID 12" CALIPER TO BE lti10'.1:D ~ MAGADAMIA NUT TREE GON51lill(;T1Cllt MACADAMIA HYBRID 12" CALIPER TO BE lti10'.1:D ~ MAGADAMIA NUT TREE GONS~TlON MACADAMIA HYBRID 12" CALIPER TO BE REHCM:D ~ MAGADAMIA NUT TREE GONS~TlON PINIJS RADIATA 8" CALIPER TO BE lti10'.1:D ~ MONTEREY PINE GONS~TION PHOENIX CANARIENSIS BOX-lf' NO 11£N TAANSl'LANT CANARY ISLAND PALM TO CUSTOM LOT-- LOCATION W OlffR ec u 34032 Alcazar Drive, Dana Point, Ca 92629 p/f(949)38S-3369 FENCE FENCE ___J T R E E PROTECTION N O T E S A. EXISTING TREES SHALL BE IDENTIFIED AND PRESERVED HITH PROTECTIVE FENCING TO FORM A TREE PROTECTION ZONE (TPZ). THIS AREA ENCIRCLES TREE AT THE EGDE OF THE DRIPLINE AND PROTECTS THE ROOTS IN THE TOP 24" OF SOIL. B. PROTECTIVE FENCING SHALL BE INSTALLED PRIOR TO EARTHHORK AND UNTILL Y10RK IS COMPLETE. FENCING SHALL BE 4-6 FEET HIGH, INSTALLED 6' OUTSIDE THE DRIPLINE. THE TEMPORARY FENCING SHALL BE SAFETY ORANGE COLOR, PLASTIC J,;EBBING OR CHAINLINK FENCING, 9JPPORTED BY STEEL POSTS OR 'T'-STAKES AT 6'0.C. MAXIMUM C. NO CONSTRUCTION ACTIVITIES, STAGING EQUIPMENT OR STORAGE AND STOCKPILING IS ALLOWED v-llTHIN THE TPZ. D. NO DISPOSAL OF CONSTRUCTION MATERIALS OR BYPRODUCTS INCLUDING B\JT NOT LIMITED TO; PAINT AND CHEMICAL SOLUTIONS AND NO EQUIPMENT Y1ASHING RUN-OFF OR RESIDUE IS ALLOY1ED AROUND OR HITHIN THE TPZ. E. THE NATURAL OR PRE-GONSTRUGTION GRADE SHALL BE MAINTAINED HITHIN THE: TPZ. AT NO TIME SHALL SOIL BE IN CONTACT HITH THE TREE TRUNK ABOVE THE ROOT FLARE. F. THE PROTECTION ZONE SHALL BE IRRIGATED SUFFICIENTLY HITH CLEAN POTABLE HATER TO KEEP THE TREE IN GOOD HEAL TH AND VIGOR BEFORE, DURING AND AFTER CONSTRUCTION. DEEP Y1ATERING MAY BE NECESSARY ON A Y1EEKL Y BASIS. G. HORK CONDUCTED IN THE GROUND HITHIN THE TPZ SHALL BE ACCOMPLISHED HITH HAND TOOLS OR AN AIR SPADE. H. AVOID CUTTING ROOTS LARGER THAN I" IN DIAMETER. CUTS SHOULD BE CLEAN AND MADE AT RIGHT ANGLES TO THE: ROOTS. WHEN PRAGTIGAL, GUT RoOTS BAGK TO A BRANCHING LATERAL ROOT. TRENCHES FOR PIPING SHALL BE BORED UNDER AT A MINIMUM OF%" DEEP. CONSULT A CERTIFIED ARBORIST TO BE PRESENT IF MORE THAN I/B OF THE ROOT ZONE IS IMPACTED OR ROOTS GREATER THAN 2" HITHIN 5' OF THE TRUNK HILL BE CUT, TO BE SURE OF TREE STABILITY AND THAT TREE HEALTH HILL NOT BE AFFECTED. I. VERIFY IF PRUNING FOR CLEARANCE IS NEEDED TO PREVENT DAMAGING BRANCHES HITH LARGE EQUIPMENT. ALL PRUNINe SHALL BE IN ACCORDANCE HITH INDUSTRY STANDARDS AND UNDER THE DIRECTION OF A CERTIFIED ARBORIST. .J. TREES TO BE RE-LOCATED THAT DO NOT SURVIVE SHALL BE REPLACED HITH A 24" BOX TREE OF THE SAME GENUS AND SPECIES OR AS APPROVED BY THE CITY. PLAN VIE~ FRONT VIE~ I. EXISTING TREE TO REMAIN, AS DESIGNATED ON PLAN 2. TREE DRIP LINE 3. HEAVY DUTY STEEL T' POSTS, 6'-0" O.C. MAX., DRIVEN INTO UNDIS11JRBED SOIL, AVOIDING ALL MA..lOR ROOTS. 4. ORANGE COLOR 'HI-VIS' BARRIER FENCING 4'-0" TALL, ATTACHED TO POSTS HITH BLACK CABLE TIES, (4) TIES PER POST, SPACED EQUALLY. 5. EXTEND FENCING 6' BEYOND DRIPLINE, OR AS DESIGNATED ON PLANS 6. EXISTING GRADE ,. UNDISWRBED LEAF LITTER 8. ALL EXCEP'TIONS SHALL BE APPROVED IN THE FIELD BY THE CITY PRIOR TO THE START OF GONSTRUGTION (J) TREE PROTECTION FENCING r24·U OM.A 1ST SUMTTAL 3-8-17 ot.l..A arr, CM/ID, ca.NIY ~ REIJlN:S 2,-20-/7 OM.A CM/ID l1EW'ES CAMINO DE' LAS ONDAS KEY MAP ,----S_CA_L_E ---, I"=60"-0" EXISTING LANDSCAPE Lill 5 APPROVED FOR !RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. "AS BUil T" RCE __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD uTJ PLANNING DIVISION 6 LANDSCAPE IMPROVEMENT PLANS FOR: GOLDEN SURF 1000 CAMINO DE LAS ONDAS CARLSBAD, CALIFORNIA I----+---+--------------+--,__-,---;----, 1-AP_P_Ro_v_ED_,~f-~_-_·. -,--C-'-,-, __ t)_J_Q_'t:~- .PLANNING DATE INITIAL REVISION DESCRIPTION CHKD BY: __ _ DATE INITIAL DATE INITIAL PROJECT NO. CT 13-04 DRAWING NO. 496-4L 07-"~ DESIGNER OF WORK --1::xplration Date: ,;rn DWN BY: I >-0-TH_E_R_A_P~P-RO_V_A_L-+--C-I_TY_A~PP_R_O_V_A_L_, LR=V.'.!W,c:D~B_!.Y.:..: === • r=-~----=-----=-----_-----__ -----_-----_--------------------------------------,\ X::: l \ \ \ r RC ffi'.'. / / --p=---===-·=· ==~ CRl-1 I ~ ~"''" c;-c"""'"'"''"-=--I : _____ ,_1c" ______ ,uo, ______ W/TEMP.BAGKFLOW~, ---~--,,+-i~ an scape re 1tecture 34032 Alca;,;ar Drive, Dana Point, Ca 92629 p/£(949)388--3369 C: DRAW1NG FILES TITLE SHEElS CLSB-IP,DWG REVISED: J 1 2016 -... \ - ~ \ \ \ -- CAMINO DE I.AS ONDAS KEY MA p t--__ sc_·A_LE_----1 1"0 60'-0" ~ 111 201 O 10' 20' WATER & MAINT. PLANS APPROVED FOR !RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE __ _ EXP,---DATE REVIEWED BY: INSPECTOR DATE ~24-17 OM.A l t3T 6IWITTAL [m CITY OF CARLSBAD ~ l-~3-8-U:.::.::,.+~DM.A=-+..;;,.-:®~,~==·=:::::..:.~~=-cR8lLl'ES==------+---+---l--+--7 6 6 :,-20{7 OM.A CM1iD RErUES ;:;:::;=~:;;,;:;::=;~~P;;LA::;N;;N;:I N::;G;:D~I V:;;I S==I O;;:N:;::::==::..:::=:::::::; >----+----+--------------+----+----1---,----1 LANDSCAPE IMPROVEMENT PLANS FOR: GOLDEN SURF 1 000 CAMINO DE LAS ONDAS CARLSBAD, CALIFORNIA I / # ~0.x <=t -EJ 1 =ft S·c\: -17 ,_---1----+----------------+---+---+----+----1 1-AP_P_R_ov_E_o_: -'-f<'?~...-~{,._-+-~~""'+<---- >----+---+--------------+----+----+r----,----1 ;:;;P~LA~NN~IN~G===;-;==~::::::::;~=====;-;=~==.=~~ OWN BY: --PROJECT NO. DRAWING NO. , : ~~~8 ~} --CT 13-04 496-4L . DA TE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL