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HomeMy WebLinkAboutDWG 448-9L; SDP 05-17; DONALD RESIDENTIAL CONDOMINIUMS; 01-06LANDSCAPE ARCHITECTURE DRAWINGS DONALD IRRIGATION SPECIFICATIONS: 1. THE IRRIGATION PLAN IS DRAw'N DIAGRAMMATICALLY. LOCATE ALL PIPING EQUIPMENT IN PLANTING AREAS w'HERE POSSIBLE. 2. ALL LATERAL END RUNS SHALL BE 112' SIZE UNLESS SHO\JN OTHER\JISE. 3. ALL VALVES SHALL BE INSTALLED IN VALVE BOXES. LOCATE ALL QUICK COUPLING, REMOTE CONTROL VALVE AND GATE VALVES ADJACENT TD \JALKS DR CURBS. □NE R.C.V. PER VALVE BOX. 4. PDP-UP HEADS SHALL BE USED IN THE RIGHT-OF-w'AY AND \JHEREVER \JITHIN 10'-0' OF ANY HARDSCAPE , TURF OR OTHER AREA w'HERE PEDESTRIAN TRAFFIC MAY OCCUR. 5. ADJUST ALL SPRAY HEADS TD ELIMINATE THR□w' ONTO w'ALLS, w'ALKS, w'IND □w'S, ETC. 6. INSTALL ANTI-DRAIN VALVES UNDER SPRINKLER HEADS TD PREVENT L □w' HEAD DRAINAGE ANY PREVENT EROSION/RUN □FF DUE TD SITE TOPOGRAPHY, UNLESS FACTORY INSTALLED CHECK VALVES ARE SPECIFIELD. THERE SHALL BE ND L □w' HEAD DRAINAGE ON SITE) SERVICEABLE CHECK VLAVES LOCATED IN VAL VE BOXES DR ON RISERS <ABOVE GRADE) ARE REQUIRED w'HERE ELEVATION DIFFERENTIAL MAY CAUSE L □w' HEAD DRAINAGE. D. STANDARD TREES AND LARGE SHRUBS FROM MINIMUM 1 GALLON <1/200 SQUARE FEET) 7. INST ALL <D w'.C.S., 'RAIN-GUARD' RAIN SHUT-OFF DEVICE PER CONTROLLER PER SHALL BE REPAIRED AND DR REPLACED IN KIND AND EQUIVALENT SIZE. 8. PROVIDE CLEAN BACKFILL MATERIAL \,/!TH ROCKS NO LARGER THAN 3/4' DIAMETER FOR ALL IRRIGATON TRENCHES. REFER TO IRRIGATION SPECIFICATIONS. 9. IRRIGATION INSTALLATION IN THE GENERAL UTILITY EASEMENT (G.U.E.) SHALL BE IN A ACCORDANCE w'ITH UTILITY COMPANY'S REQUIREMENTS FOR MATERIALS AND MINIMUM SEPARA TI □N. 10. CONTRACTOR IS RESPONSIBLE TD PROVIDE 2 \,/ARNING TAPES ON THE PRESSURE MAIN LINE BE IN A ACCORDANCE \,/ITH UTILITY COMPANY'S REQUIREMENTS FOR MATERIALS AND MINIMUM SEPARATION. 11. SLEEVES SHALL BE F □LL□w'S• 1. MAINS, LATERAL, AND VIRES UNDER VEHICULAR PAVING /SCH 80 'w/36' COVER. 2. MAINS, LATERAL, AND w'IRES UNDER PEDESTRIAN PAVING /SCH 40 (PVC) w'/18' COVER 3. LATERAL LINES 40 PVC 1,1/12' COVER 12. ALL IRRIGATION BACKFLD\,/ PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TD THE CITY AND THE CARLSBAD MUNICIPAL 'w'ATER DISTRICT. PIPES BET'w'EEN THE METER AND BACKFLO'w' PREVENTER SHALL BE 'SCHEDULE K AND HARD COPPER'. APPROVED CONTRACT BACKFLO'w' TESTER CAN BE FOUND ON THE CITY \,/EB SITE AT WWW .ci.co.rlsloo.d.co..us/pdf doc.ht Ml ?pid=34 0 DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF THE ',/ORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE □VER THE DESIGN OF THIS PROJECT AS DEFINED IN SECT!□N 6703 OF THE BUSINESS PROFESSIONS CODE AND THE DESIGN IS CONSISTENT \./ITH CURRENT STANDARDS. RESIDENTIAL CONDOMINIUMS 2497 OCEAN STREET CALIFORNIA 92008 CARLSBAD, PLANTING SPECIFICATIONS: 1. PLANTING SHALL BE IN CONFORMANCE w'ITH THE CITY OF CARLSBAD MANUAL. 2. TREES, EXCEPT PALMS PLANTED w'ITHIN 6 FEET OF w'ALKS, CURB, AND PAVING SHALL BE PLANTED \JITH ROOT SOLUTION .080 INCH H□N □PDL YMER POLYETHYLENE EXRUDED ROOT BARRIER 1 <800) 459-4038. 3. IF ANY EXISTING LANDSCAPE DR HARDSCAPE INDICATED ON THE APPROVED PLANS IS DAMAGED OR REMOVED DURING DEMOLITION DR CONSTRUCTION, IT SHALL BE REPAIRED AND DR REPLACED IN KIND AND EQUIVALENT SIZE PER THE APPROVED PLANS. 4. PLANTING AREAS 3•1 DR LESS SHALL BE COVERED \,/ITH 3' INCH THICK LAYER OF BARK CHIP MULCH , SUBMIT A SAMPLE TD THE CITY INSPECTOR FDR APPROVAL PRIOR TD BULK DELIVERY TO THE SITE. 5. SLOPE PLANTING REQUIREMENTS CHECK LIST: SLOPES OVER 8'-0' IN VERTICAL HEIGHT HAVE: A. STANDARD ttl COVER CROP/ REINFORCED STRA'w' MATTING: COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR \,/lLD FLD'w'ERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TD APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 901/. COVERAGE \,/!THIN THIRTY (30) DAYS. TYPE OF REINFORCED STRA\,/ MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TD THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. REINFORCED STRA'w' MATTING SHALL BE REQUIRED 'w'HEN PLANTING OCCURS BET'wEEN AUGUST 15 AND APRIL 15. B. STANDARD 112 GROUND COVER• □NE HUNDRED (1001/.) PERCENT OF THE AREA SHALL BE PLANTED \,/JTH A GROUND COVER KNO'w'N TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TD PROVIDE FULL COVERAGE \,/!THIN □NE YEAR). C. STANDARD 113 L□w' SHRUBS• L□w' SPREADING w'D□DY SHRUBS <PLANTED FROM A MINIMUM OF 2-3/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). D. STANDARD 114 TREES AND/DR LARGE SHRUBS; TREES AND DR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF □NE <D PER Tw'D HUNDRED <200) SQUARE FEET. SLOPES .:. 6;1 DR STEEPER AND: A. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TD PUBLIC w'ALKS OR STREETS REQUIRES AT MINIMUM STANDARD Ill. B. 3'-8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, 113, AND #4. C. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS 111, #2, 113, AND #4. AREAS GRADED FLATTER THAN 6•1 REQUIRE STANDARD #1 <COVER CROP) 'w'ITH TEMPORARY IRRIGATION 'w'HEN THEY HAVE ONE OR MORE OF THE FOLL □w'ING CONDITIONS• A. SHEET GRADED PADS NOT SCHEDULED FDR IMPROVEMENTS ',/!THIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. C. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TD THE PUBLIC DR HAVE SPECIAL CONDITIONS THAT w'ARRANT IMMEDIATE TREATMENT. NOTE SOIL TESTING: THE RESULT AND RECOMENDATIONS OF THE SOIL TESTING LABORATORY SHALLL BE I UNDERSTAND THAT THE CHECK OF PROJECT DRA't/lNGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN .DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO A REVIE',/ □NL Y AND DOES NOT RELIEVE ME AS LANDSCAPE ARCHITECT OF 'w'ORK OF MY RESPONSIBILITIES FOR THE PROJECT DESIGN. SUBITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR A MENDMENTS AND BACKFILL. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE 'w'ITH THE APPROVED LANDSCAPE CONCEPT PLAN, \,/ATER CONSERVATION PLAN, FIRE SUPPRESSION PLAN, AND ALL CONDITIONS OF APPROVED RELATED TO LANDSCAPING. DARSONO CUNNINGHAM ASLA DARSONO DESIGN ASSOCIATES, INC. LANDSCAPE ARCHITECTURE PLANNING 5014 MOUNT LA PLATTA DRIVE SAN DIEGO, CA. 92117 TEL. NO. (858) 541'-2007 FAX• (858) 541-2008 SHALL BECOME PART OF THE APPROVED PLANS. Danan, Deslln AsslCIIIIS, IDC. LANDSCAPE ARCHITECTURE PLANNING 5014 MOUNT LA PLATTA DRIVE SAN DIEGO, CA 92117 PHONE (858) 541-2007 FAX (858} 541-2008 REVIEWED DATE: DATE INIThlL ENGINEER OF WORK REVISION DESCRIPTION CITY OF OCEANSIDE PAC1FIC OCEAN '8 CITY OF ENCINITAS VICINITY MAP NOT to SCALE ITY OF N MARCos SHEET LEGEND: SHEET SHEET DESCRIPTION 1 OF 6 2 OF 6 3 OF 6 4 OF 6 5 OF 6 6 OF 6 TITLE SHEET IRRIGATION PLAN PLANTING PLAN IRRIGATION LEGEND AND DETAILS PLANTING LEGEND AND DETAILS PLANTING AND IRRIGATION SPECIFICATIONS INSPECTION PROCEDURES: 1. INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE w'ORK, DR HIS DESIGNATED AGENT. REFER TD THE SPECIFICATIONS FDR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMJTTALS. FDLLO\,/ING COMPLETION OF THE 'w'ORK, THE LANDSCAPE ARCHITECT OF THE \./ORK VILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE 'FINAL LANDSCAPE CERTIFICATIONS FORM' A REQUEST FDR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTOR REQUEST LINE. 'FINAL LANDSCAPE CERTIFICATION FORM' FAX TD: (760) 944-8943 LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602-4602. SUBMITTAL DATES: DATE: DESCRIPTION: 3-23-2007 INITIAL SUBMITTAL TO CITY 5-01-2007 RE-SUBMITTAi. TO THE CITY 6-06-2007 RE-SUBMITTAL TO THE CITY 7-17-2007 RE-SUSMITTAL TOlHECITY 7-31-2007 MYLARS SUBMITTAL TO 1HE CITY APPROVED FOR PLANTING "AS-BUILT AND IRRIGATION ONLY. INCLUDING PRECISE L.A. EXP. LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR -•-=-·--- " DATE DATE l SHiET I CITY OF CARLSBAD I SH~ETS I PLANNING DEPARTMENT DONALD RESIDENTIAL CON[)OMIN!UMS M7·0CEAN s:::a: CA.11:11 SBAD, CAl.F<:RIAl:2008 APP;t_'1;: &~~~7 '--~·G.,·oj PLANNING DATE DWN BY: I PROJECT NO. I o~:~~o. DATE INITIAL DATE INITIAL CHKD BY: SDP05-17 <JrHER AP?ROVAL CITY APPROVAL RVWD BY: DATE: 3-20-2007 112.50' XTENDS TO MEAN HIGH TIDE U (MHTL) OFFER TO DEDICATE A PUBLIC ACCESS AND RECREATION EASEMENT, ON THE BEACH PART OF THE LOT -BETWEEN THE MEAN HIGH TIDE LINE (MHTL) AND THE WEST SIDE OF TIHE EXISTING (PRE-COASTALACTI FIEIDSTONE ANO CONCRETE StAWALl OTD • 8,398 SQ FT MOL w z _J __, ~ l Cl: ~ w "' a.. w 0 ti Cl: "' a.. 0 5 ill 0 ;! i ? ! PROPER1Y~ ~ LINE ~ z PR ERTY BOUNDARY EXTENDS TO MEAN TIDE LINE MHTL 110.99' PRESSURE LOSS CAL CU LA TIONS: 1. PRESSURE AVAILABLE AT POINT OF CONNECTION 2. PRESSURE LOSS THROUGH WATER METER 1/2 1/2 3. PRESSURE LOSS THROUGH 3/4" BACKFLOW PREVENTER 4. PRESSURE LOSS THROUGH MAINLINE (220 L.F.) 6. PRESSURE LOSS THROUGH VALVES AND FITTINGS 7. PRESSURE OPERA TE IRRIGATION HEAD 8. AVAILABLE RESIDUAL PRESSURE 0 12 B -------+-AUTOMATIC CONTROLLER "A" RAINBIRD ESP SERIES DDECK 12 STATION, PROVIDE STAINLESS STEEL ENCLOSURE MOUNT OF RETAINING WALL / PROVIDE HUNTER WIRELESS 1/2 ·-= /4 14 •• A8 DRIP :3 /4 3/4 .. RAIN SENSOR ON TOP OF THE WALL EXISTING STRUCTURE 1/2 l/2 3/4 ~ 5 ~4 4.8 4.5 3 4 3 4 POINT OF CONNECTION AT 1" IRRIGATION WATER METER. VERIFY MINIMUM STATIC WATER PRESSURE 70.0 PSI MAXIMUM DEMAND FOR THE SYSTEM IS 16.5 GPM. ------+-+-----INSTALL DRIP LINE IN PVC SLEEVE (1YPICAL) ----f----,---t---TYPICAL CONCRETE BOX FOR EMITTER A7 1.---l-IDRIP° 3 4 UP ~ 2 ~3 1 ;i.O 5.6 1 3 4 INSTALL DRIP LINE IN PVC ~ J -==~ill SLEEVE (1YPICAL) ----+---a-'ll }-. I GUEST PARKING I I 11 .1 I I I 16.7% MAX. l UNIT "A" 2. CAR GARAGE I 1/2 I 0R1vewtl I I I I I w ~ z _J 3:: >--I 1.L ti:' 0 w ~ /2 a.. & <.!) a.. a:: OCABLE OFFER TO DE CATES.fl' WIDE HT-OF-WAY FOR PUBLIC TREET IMPROVEMENTS .--1':XISTING METER T E REMOVED . I-C/) WA RMETIER Z 12 l/2 I I u) 0 3 34 2 UNIT CONDOMINIUM RESIDENCE FOOTPRINT =======f==----TYPICAL POTS TO BE -IRRIGATED WITH DRIP SYSTEM SEE INSTALLATION DETAILS 1/2 Em ~ TYPICAL POTS TO BE tm::j j IRRIGATED WITH DRIP SYSTEM ~-; ~ 42 SEE INSTALLATION DETAILS ,---1-,3#4,...-1 tm:l TYPICAL CONCRETE BOX FOR 1/2 /2 -EMITTER 314 1/2 1/2 3 4 -±:--. PC AUTOMATIC CONTROLLER "B" RAINBIRD ESP SERIES 12 STATION, PROVIDE STAINLESS STEEL ENCLOSURE MOUNT OF RETAINING WALL / PROVIDE HUNTER WIRELESS RAIN SENSOR ON TOP OF THE WALL 70.0 PSI 3.5 PSI 9.5 PSI 3.6 PSI 3.4 PSI 30.0 PSI 20.0 PSI NOTE: THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THATTHE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. DATE UNIT "B" 2 • CAR GARAGE TYPICAL CONCRETE BOX FOR ---,-+-- EMITTER INSTALL DRIP LINE IN PVC SLEEVE (TYPICAL) --~ 1/2 1/2 111/ I ~ z ~ I DRIVEWAY 16. 7% MAX. SLOPE "' 0 0 w I= 0 __, "' FRONT SETBACK ' B1 4.8 3/4" M w ~ z _J I ?;:: u.. a:: 0 w I a.. f- 0 :,:: Cl: <.!) a.. 0:: M POINT OF CONNECTION AT 1 • IRRIGATION WATER METER.---------' VERIFY MINIMUM STATIC WATER PRESSURE 70.0 PSI MAXIMUM DEMAND FOR THE SYSTEM IS 16.5 GPM. PROJECT DEVELOPER / CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATION OF WATER METER INSTALLATIONS AND ASSOCIATED FEES STATION Q '18+16.08 ..J DOMESTIC - STATION 18+48.58 DOMESTIC (.) PLAN NORTH ----0 4' 8' 12' 16' FflR THE JNSTALLATIONS. -------------------~ ~.#2418 "AS-BUILT " ~ NO APPROVED FOR PLANTING c.; ' :::; "i .... AND IRRIGATION ONLY. . . * .... A * INCLUDING PRECISE LA EXP. OATE A " (DATE) ,€ '<", LOCATION OF PLANTING &r. '<' REVIEWED BY: ~ OF CM-l~O AREAS. ~ INSPECTOR DATE . . --"'"'" .. ----e . f ~H~ET H c1n;~G ~~~AD~ ~HGETs j IRRIGATION PLAN FOR: DONALD RESIDENTIAL CONDOMINIUMS 2111110CEAN a::=• CAII.SIW),CAL.FCHIA.lll!OOI I APW~( St:-~:ft- PLANNING ~ .t., ·e:>1 I DATE OWN BY: PROJECT NO. INITW. DATE INITIAL DATE INITIAL CHKD BY: ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: I SDP05-17 I o~~~~o. DATE, 3-20-2007 ' 112.50' PROPERTY BOUNDARY EXTENDS TO MEAN HIGH TIDE LINE (MHTL) OFFER TO DEDICATE A PUBLIC ACCESS AND RECREATION EASEMENT, ON THE BEACH PART OF THE LOT -BETWEEN THE MEAN HIGH TIDE LINE (MHTlj AND THE WEST SIDE OF THE EXISTING (PRE..COASTAL AC]) FIELDSTONE AND CONCRETE SEAWALL OTO: 8,396 SQ FT MOL PROPERTY LINE f------'_,... RTY BOUNDARY EXTENDS TO MEAN H TIDE LINE MHTL 110 99' w z ::::; ~ w n. 0 ll:: (l. f8 ;t ~ ii, "' z 0 A ~--23-CAL LJO 5GAL 'l'I.---4-PHO ROB 15GAL 6-POD MAC 15GAL 6-ARC CUN GUEST PARKING UNIT"A" 2 -CAR GARAGE 4-12'BTH 2-15'BTH .-+---I EVOCABLE OFFER TO DE ICATE 'S-fJ' WlDE R HT-OF-WAY FOR PUBLIC EET IMPROVEMENTS w ~ z :::; ~ DRIVEWAY I ~ "--0 I-I w ~ en n. ~ c., z QC <( f8 w (J 0 j:: 2 UNIT CONDOMINIUM RESIDENCE FOOTPRINT ;t t 0 15-ALO ARB 5GAL < 0., ,J=f,--f-62-AGA AFR 5GAL ~----17-LlM PER SGAL POTTED PLANTS LEGEND: ® © TYPICAL SYMBOL FOR 18"HIGH X 16" WIDE POTS W/SAUCER PLANT WITH 1-15 GALLON PHOENIX ROBELENII 2-5 GALLON BEGONIA RICHMONDENSIS 3-1 GALLON IMPATIENS WALLERIANA FILL WITH ANNUAL COLOR TYPICAL SYMBOL FOR 18"HIGH X 16" WIDE POTS W/SAUCER PLANT WITH 1-15 GALLON PHORMIUM TENAX 'SUNDOWNER' 2-5 GALLON LANTANA MONTEVIDENSIS PURPLE 6-1 FESTUCA RUBRA FILL WITH ANNUAL COLOR TYPICAL SYMBOL FOR 16"HIGH X 14" WIDE POTS W/SAUCER PLANT WITH 2-5 GALLON FATSIA JAPONICA 4-1 GALLON AGAPANTHUS AFRICANUS 'PETER PAN' FILL WITH ANNUAL COLOR UNIT "B" 2-CAR GARAGE 18-PHO TEN 15GAL A 24-RHA IND 5GAL DRIVEWAY 16.7% MAX. SLOPE ~ !l1 ....I -(J PLAN NORTH SCALE 118"1'--0" ----0 NOTE SOIL TESTING: THE RESULT AND RECOMENDATIONS OF THE SOIL TESTING LABORATORY SHALLL BE SUBITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS ANO BACKFILL SHALL BECOME PART OF THE APPROVED PLANS. IJ,,.; #241 8' 12' 16' ~, '-' APPROVED FOR PLANTING :::; ,. i . AND IRRIGATION ONLY. * * . . INCLUDING PRECISE LA !!'_,, (DATE) ,€ "AS-BUILT EXP, "'" ;<c; OF CALl~O LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR u DATE DATE I SHJET I CITY OF CARLSBAD I S~ETS I PLANNING DEPARTMENT PLANTING PLAN FOR: DONALD RESIDENTIAL CONDOMINIUMS 2A70CEANS.I&! CNI SBa[). CALFOFNA UOOI IAP~ &r-~t i!,-<.o-... -i I : PLANNING-DATE OWN BY: I PROJECT NO . I o~;;~o. . DA.TE INITIAL DATE INITIAL CATE INITIAL CHKD BY: SOP05-17 ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: DATE• 3-20-2007 F ~-DRIP EMITTER PLUG /---f--1--0RIP LINE STAKE 1,-..::S... 1 /8" DRIP TUBING LINE ~;======::\::;=====~==i~~~~~~-QI.SEN EH-12 DRIP EMITTER IN DRIP EMITTER IN ROUND CONCRETE BOX C(i'jCR£TE PA \!NG 111111111 111111111 PVC LATERAL LINE. __ J;:c:-::/,. TYPICAL POTTED PLANT IRRIGATION SCALE: (l) REDUCED PRESSURE TYPE BACKFLOW PREVENTER (2) SHUT-Off VALVE {T'IP). Cl) lliREADED BRASS ELL ® BRASS UNION @ lHREADEll BRASS NIPPLE (TYP.) $ Y-SlRAINER (!) PVC TAPE r«lAP (3 LAYERS) @ BRASS FEMALE ADAPTER ® BRASS PIPE (l) HEIGHT PER LOCAL COD£ 0 C(i'jlll£TE FOOTING (4' MIN.) 0 COMPAClED SUBGRADE C, s• MIN. ALL AROUND I) SEE SPECS. FOR DEPlli " 2" ©l PRESSURE REGULA TOR (SEE Pl.AN FOR PRESSURE SETTING) (Z) 1.5 CU. FT MIN. CONCRElE THRUST BLOCK G R.P. BACKFLOW PREVENTER CMWD STANDARD DETAIL W-20 SCALE: MINIMUM PIPE COVERAGE: SHALL 8£ AS FOi.LOWS: 1. 30' FOR MAINLINE, LATERAL LINE AND CONTROL \\IRING ALONG SIDE OF MAINLINE IN SLEEVES UNDER VEHICULAR PAVING 2. 24" fOR MAINLINE AND LATERAL LINE IN SLEEVES UNDER PEDESTRIAN PA\ING 3. 18' FOR MAINLINE AND CONTROi. \\IRING ALONG SIDE OF MAINLINE IN PLANTING AREAS. 4. 12" Fffi NON-PRESSURE LATERAL LINE IN PLANTING ARE.AS,:::__-( 1 r ==----,® f------16 tiimit-----7 "'-----18 4 I[) BURIAL DEPTH (COVER): MAIN LINE AND CONTROL ll!R£S -18'; LATERAL LINES -12• ID REMOTE CONTROL VAi . .'/£. © RECTANGULAR VALVE BOX «) SCHEDULE 80 PVC UNIONS © MAINT AJN 3• CLEARANCE © COMPACTED BACKFILL ID FINISH GRADE (9~~0TE CONTROL VALVE @ONE BRICK AT EACH VALVE BOX CORNER ©2 CU. fl. MIN. PEA GRAVEL 0 SCHEDULE 80 PVC NIPPLES. TYP, ® THREADED MAIN LINE FITTING @IRRIGATION CONTROL ll!RES <!) LATERAL LINE @ ll!RE !;)(PAN~ON COIL (15 llf1APS AROUND A 3/4 PIPE) MINIMUM PIPE COVERAGE SHALL BE AS FOILLOWS: 1. 30" FOR MAINLINE AND CONTROL WIRING ALONG SIDES Of PIPE IN PVC SCH. 80 SLEEVES UNDER VEHICULAR PAVING 2. 30" FOR LATERAL PIPE IN PVC SCH. 40 SLEEVES UNDER VEHICULAR PAVING 3. 18" FOR MAINLINE AND CONTROL WIRING ALONG SID€S OF PIPE IN PVC SCH. 40 SLEEVES UNDER PEDESTRIAN PAVING 4. 12" FOR LATERAL PIPE IN PVC SCH. 40 SLEEVES Ul'IDER PEDESTRIAN PAVING G) FINISH GRADE C ® CLEAN COMPACTED BACKFILL @ 3" WID[ RW ID TAPE C C C @ COOTROL \\IRES -SEE SPECS. (J) PRESSURE MAINLINE -SEE SPECS. @ PROl!OE SAND BED PER CITY OF 0 LATERAL LINES -SEE SPECS. ® UNDlSTUR8£D SOIL DIMENSION: A B 1£2 TO 2 1/2" IN SIZE rn· 12"' 3 TO 6' IN SIZE 24" CARLSBAD STANDARDS. @ TRACER WIRE C 6" 6" SEE SPEC. FOR BACKFIUL TYPE NON-PRESSURE LATERAL LINE WARNING TAPE (TYP.) TRACER WIRE CONTROLLER WIRE NOTE: PRESSURE MAINLINE SHALL BE INSTALLED ON A 6" SAND BED AND COVERED BY 6" OF SAND PRIOR TO ANY OTHER BACKFILL MATERIAL. 2" liflN. PRESSURE MAINLINE (9 ~~~ INSTALLATION IRRIGATION LEGEND SYMBOL E£) 0 (]) 83 □ rn DESCRIPTION POP-UP SPRAY HEAD POP-UP SPRAY HEAD POP-UP SPRAY HEAD POP-UP SPRAY HEAD POP-UP SPRAY HEAD POP-UP SPRAY HEAD POP-UP SPRAY HEAD AUTOMATIC CONTROLLER RAIN SENSOR REMOTE CONTROL VALVE QUICK COUPLER DRIP AUTOMATIC CONTROL VALVE R.P. BACKFLOW PREVENTER SCHEDULE 40 PVC MAINLINE CLASS 200 PVC LATERAL LINE SCHEDULE 80 PVC SLEEVES MANUFACTURER RAINBIRD RAINBIRD RAINB!RD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINMASTER HUNTER RAINBIRD NELSON • RAINBIRD FEBCO (9 ~~~NCHING MODEL NUMBER PRESSURE RADIUS GPM 1806-PRS-SAM-BF-FLT 30 PSI 8' 1.60(F) 1806-PRS-SAM-BH-FLT 30 PSI 8' 0.80(H) 1806-PRS-SAM-80-FLT 30 PSI 8" OAO(Q) 1806-PRS-SAM-12F 30 PSI 12' 2.60(F) 1806-PRS-SAM-12H 30 PSI 12· 1.30(H) 1806-PRS-SAM-120 30 PS! 12' 0.70(0) 1806-PRS-SAM-5F-B 30 PS! 5• 1.50(F) EAGLE SERIES 16 STATION FACTORY STEEL ENCLOSURE IN STORAGE ROOM HUNTER WIRELESS SENSOR INSTALL PER MANUFACTURER SPECIFICATIONS PEB SERIES SEE PLAN FOR SIZE #7645 XCZ-LF-075 INSTALL INSIDE OF VALVE 825 SERIES ----- SEE PLAN FOR SIZE/BURY 18" DEEP MINIMUM SEE PLAN FOR SIZE/BURY 12" DEEP MINIMUM SLEEVE UNDER ROADS 6" OR LESS IN DIAMETER -36" COVER GREATER THAN 6" IN DIAMETER -48"COVER SCHEDULE 80 PVC SCHEDULE UNDER PAVING (NON-ROAD): LESS THAN 3" IN DIAMETER -18" COVER 3"-51/2" IN DIAMETER ·-24"COVER BOX Iii< S! ~ :It .. ,!JG, ,.2. hs,. r -----~ "'": ~ . . ... * 6" OR GREATER IN DIAMETER -36"COVER SCHEDULE 40 PVC "'> IOAltJ ~-. <'I;, .. ,;,.; -NOTE: FOR POTTED PLANTS PROVIDE OLSEN EH-12 DRIP EMITTERS TO THE POTTED PLANTS AREA, fNCLUDING 1/8" DIAMETER DRIP EMITTER TUBINGS (2) TO EACH POTTED PLANTS DATE !" OF Cl\\.l~O --... -- INITIAL S\\1NG JOINT ASSEMBLY 2' MIN. fRQ,I CONCRElE Yi PLAN VIEW H£AD(R, SIOEWAU< OR CURB. . • 12" MIN. FROM S1RUCTUR£. i----POP-UP Sl'RAY/IIU!lBI.ER HEAD INSTAIJ. FWSlf W/ GRADE ~-FINISH GRADE ·>' · .. Errfi~~;_-COMPACTED SUB-GRADE SWING JOJNT ASSEMBLY ( 1 SCH. 80 llll'l'LE s• LfNGTH. 3 SCH. 80-90 DEGREES, S1RE£T rus W/ ACME ]ljR£AI) AND MALE AOAPTERS W/ ACME 1HR£AD) PVC LATERAL LINE PVC SCH. 40 TEE OR ELL (9~~-UP SPRAY/BUBBLER HEAD (6" & 12") 2 G) WICl(OOJPI.IIGVAL'I. 0 OOJCK OOJfUJG IIEY W/ Slt\£L HOSE ill TO MA TOi OOll< OOMi11G VIJ. 'I. @ (}) R£O lllASS NIPl'LE (I.EIIG1H AS ll£01l.) / 0 llJ" ROOI) VIJ.i£ BOX -LEnrRS 0CV ~ C0\9l i'1Mm I 111=- ::-@ 6"-tt FlDI EllGE (F V/i.'I. IIOlB (l!IIAROStAP[EllC[ © 1Hli£AIJED Rm BRASS !lL @ G) 3/4" ~ ROO(, Ji llEEl' 11 @ Tllllf!IJED R£O BRASS COOl'!.flG ® I'll: Pfl[srul[ Pl'f @ I'll: SQi 40 C!U'IIIG (Sxl) / ® ID1lJIJIE)fCOIIPAC1ED - ® !iI Sl'f~ f(l! IIP1H C) ~CK COUPLING VALVE APPROVED FOR PLANTING "AS-BUILT AND IRRIGATION ONLY. INCLUDING PRECISE LA EXP. LOCATION OF PLANTING REVIEWED BY: ... AREAS. INSPECTOR " I S~ET I CITY OF CARLSBAD PLANNING DEPARTMENT I IRRIGATION LEGEND AND DETAILS FOR: DATE DATE I SH.ETSI i DONALD RESIDENTIAL CONDOMINIUMS 'lMflOCEAl\.sn&. CAIU8AD, CAI.J'OINA- IAP!~~tJg-b<..c;;-fr I f,,<.,-c,.., DATE PLANNING DWN BY: PROJECT NO. DATE INITIAL DATE INITIAL_ I I D~~~~o. CHKD BY: SDP05-17 ENGINEER or WORK REVISION DESCRIPTION OTHER AP!'ROVAL CllY APPROVAL RVWD BY: DA TE, 3-20-2007 PLANT LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE REMARKS G.SYMBOL TREES ARC CUN ARCHONTOPHORNIX CUNNINGHAMIANA KING PALM 10'-18' 8TH BOXED SPECIMEN AGA AFR ALO ARB CAL LJO UM PER NAS PUL PHO ROB PHO TEN POD MIC RHA IND SHRUBS AGAPANTHUS AFRICANUS 'PETER PAN' ALOE ARBORESCENS CALUSTEMON 'LITTLE JOHN' UMONIUM PEREZII NASSELLA PULCHRA PHOENIX ROBELENII PHORMIUM TENAX 'SUNDOWNER' PODOCARPUS .M.iCROl>HYLLA 'MAKI' RHAPHIOLEPIS INDICA 'JACK EVANS' GROUNDCOVERS FRAGARIA CHILOENSIS IMPATIENS WALLERIANA DWARF LILY OF THE NILE TREE ALO DWARF BOTTLE BRUSH SEA LAVENDER NEEDLE GRASS PIGMY DATE PALM NEW ZEALAND FLAX YEW PINE INDIA HAWTHORN ORNAMENTAL STRA'M3ERRY BIZZIE LIZZIE 1 GAL 5 GAL 5 GAL 1 GAL 1 GAL 15GAL/MUL TIPLES 15 GAL 15 GAL 5 GAL FROM FLATS FROM 4" POTS -3" DEEP WALK ON BARK MULCH SHALL BE INSTALLED IN ALL SHRUB AND GROUND COVER AREAS. AS SHOWN AS SHOWN ------------------------- ----- AS SHOWN 12" OC TRIANGULAR SPACING 18' O.C. TRIANGULAR SPACING • 'l V ~ -PROVIDE ROOT BARRIERS ON ALL TREES WITHIN 5' OF STRUCTURE/HARDSCAPE. ROOT BARRIER SHALL BE PLACED ALONG EDGE OF STRUClURES/HARDSCAPE TO BE PROTECTED. ROOT BARRIER SHALL BE PLACED 8' ON EITHER SIDE OF CENTER LINE OF ROOTBALL. 'CENTURY PRODUCT' 24"DEEP X B'-0" LONG. NO ROOT BARRIERS FOR PALM TREES QUANITY 6 64 15 23 17 23 4 18 6 26 (9 FG W/O lHE USE Of GUY 'MRES ~----SAND BACKFILL SEE DET AL 'C' 3• PERFORATED PVC PIPE; FILL W/ 3/4' ROCK; EXTEND 12" BELOW BOTTOM OF HOLE; INSTALL 2 PER PALM lREE / SEE DETAIL •r PALM TREE PLANTING SCALE: ,._<i>'i>- r--LOCATE PLANTS EOOMJ.Y SPACED PER DISTANCf INDICATED ON PLANS. (1RIANGULAR SPACED.) ® .... (ED' ··--.. .._,. '""'" '"'" ·::::::: ·::::::. '"'"' , .... .. "'"' .... . ' €[) EE)---ED---····-..... , , ... ,. :::::::::::::-:::::::::::::· \}/:' -- ,_,__ l<EEP PLANTS FROM EDGE Of PAVING EOOAL TO A DISTANCE 50l Of Pl.ANT SPACING SHOWN ON PLANS. (9 ~UNO COVER SPACING NDS SLOT1£0 GRA1E, PIPE SIZE 4"----_ ROOT 8.11!. ---, INSTAil BREATHER TUBES ON All !11EES FER TH£ fQLO'MNG SCHEDULE: 1 & 5 GAL NONE 15 GAL 1-4• 24" BOX 2-4' 36" BOX 4-4" 48" BOX 8-4" 12" BOX 12-4• & LARGER (9 ~~~ATHER TUBES . . . . . . DATE FINISH GRADE -SEE DET AL •o• OUCT TAPE O'v(R Ha.ES 'MTHIN 6" Of RN!Stt GRAD£ SOLID PERFORATED PVC DRAIN PIP£, SEE SCH. Al ilFT FOR SIZE AND NUMBER PER TREE --DRAINGARD SOCK --BACK FILL MIX, SEE SPEOFICA TIONS --BREATHER TUBE TO EXTENO TO fUll DEPTH OF PLANT PIT ~ . . * A .... * ~ ( ATE.) ~'9:: &r "' f' O, C~ll~;;, .. INITIAL "CINC!i 11E" AT 00 LOCATIONS "'"""JUI BARRl!ll-ADJACENT TO HARDSCAPE (!) ~~E PLANTING / STAKING lilNIUIJII PLANTING PIT SIZING lo' EA. S1DE CL ffN IIITHIN 10' TO HARDSCAPE EDGES/ STRUCTURES. PL.INTJNG TA81.ETS ROUGlfN SIDES & llOTTOII PlANTtlG BACl<F1l.l BASE (POOlllE & SE111.E PlllOR TO SETTING !REE) ! ~ gg:1=i 1~ Im : i ~R /.;:-_--..._.[-----SHRUB BAAKMUI.CH AS SPEC'D SET !Cf' Of ROOTIIALL 1 • ABO\{ SURROONlllNG GRADE ANl SLOPE FOR DRAINAGE J"DEP1H-~ WATERING BASIN _,,..-sta>E t/4" / FT flllSII GRADE le' ~ BERII 12" MIN. 8ACl<llll --~ ROOlBALt --- ROUGIIEN SIDES & BOTT<M Of PIT C9 ~~UB PLAN1lNG TREE ROOT BALL SEE ADDITIONAL DETAL •o• (9 TREE DRAINAGE CHIMNEY SCALE: APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING_ PRECISE LOCATION OF PLANTING AREAS. FRON TRI.IIIK ---NATIVE SOIL . . L.A. . . AUGEREil DRAINAGE CHIMNEY, LOCAIDl AT LOW PONT Of 1R££ PITS DRAIN ROCK 3/4" DIA. CRUSHED GRAVEL tiQlE;_ A MINIMUM Of FOUR ( 4) TREE PllS SHAU BE TESTED Fffi PERCOLATION RA TE/DRAINAGE. "AS-BUILT EXP. REVIEWED BY: INSPECTOR ,, I SH~ET I CITY OF CARLSBAD PLANNING DEPARTMENT PLANTING LEGEND AND DETAILS FOR: DATE .. DATE I SH~ETS I DONALD RESIDENTIAL CONDOMINIUMS 2l'IIITOCEANS:i&I CAII.IIIAD, CALFOINA 1l2008 I APPrt,~( C:r· 1::-\Li..it PLANNING i,-<.o•c:>"1 I DATE OWN BY: PROJECT NO. DATE INmAL DATE INlllAL I I o~~~o. CHKD BY: SDP05-17 ENGINEER or WORK REVISION DESCRIPTION CITY APPROVAL f{IIWO BY: OTHER APPROVAL ·0 Ifft L.__--------------------------------------------------------------"';e~':"-,~n.:-----------------------------------------------------,. -'Nr ,., 'rlr DATE• 3-20-2007 t: C: Q I () ...._ GENERAL NOTES: L THE FOLLOWING GENERAL NOTES ARE PROVIDED BY THE LANDSCAPE ARCHITECT TO GIVE DIRECTIONS TO THE CONTRACTOR. THE ASSISTANT PLANNING DIRECTOR'S ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. 2. CONTRACTOR SHALL VERIFY WITH OWNER'S REPRESENTATIVE THAT PLANS ARE CURRENT AND APPROVED. 3. ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE Cl1Y OF CARLSBAD REQUIREMENTS AND LANDSCAPE MANUAL. 4: THESE PLANS ARE BASED UPON ENGINEERING GRADING PLANS PREPARED BY CIVIL ENGINEER FOR THIS PROJECT. 5, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY ANO/OR REQUIRED PERMITS AND PAY ALL RELATED FEES AND/OR TAXES REQUIRED TO INSTALL THE WORK ON THESE PLANS. 6, THE CONTRACTOR SHALL BE APPROPRIATELY LICENSED AS REQUIRED BY THE STATE IN WHICH THE WORK TAKES PLACE. 7. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO THE BEGINNING OF WORK AND SHALL BE RESPONSIBLE FOR COORDINATING WITH THE OWNER, LANDSCAPE ARCHITECT, GOVERNING AGENCIES AND OTHER TRADES. 8. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES IN EXISTING CONDITIONS OR WITHIN THE PLANS PRIOR TO THE BEGINNING OF WORK. 9. UNIT PRICES FOR All IMPROVEMENTS SHALL BE ESTABLISHED AS A PART OF THE CONTRACT WITH THE PROJECT OWNER AND PRIOR TO BEGINNING WORK. TO ACCOMODATE ADDITIONS AND/OR DELETIONS OF MATERIAL AND/OR LABOR. 10. DETERMINATION OF EQUAL SUBSTITUTONS SHALL BE MADE ONLY BY THE LANDSCAPE ARCHITECT. 11. LANDCAPE ARCHITECT AND CITY INSPECTOR (760) B 15-6708 OR (760) 602-4603 SHALL BE NOTIFIED NO LESS THAN 48 HOURS IN ADVANCE FOR SITE OBSERVATION OR MEETING. 12. SITE OBSERVATIONS AND MEETINGS SHALL INCLUDE: A. PRE-CONSTRUCTION B. LANDSCAPE CONSTRUCTION C. !RR!GA TJON D. PLANT MATERIAL PLACEMENT E. PRE-MAINTENANCE F. POST-MAINTENANCE 13. SIT£ OBSERVATIONS BY THE LANDSCAPE ARCHITECT DURING ANY PHASE OF THIS PROJECT DOES NOT RELIEVE THE CONTRACTOR OF HIS PRIMARY RESPONSIBILITY TO PERFORM ALL WORK IN ACCORDANCE WITH THE PLANS, SPECIFICATIONS AND GOVERNING CODES. 14. THE DEVELOPER/CONTRACTOR SHALL PROVIDE FULL MAINTENANCE OF ALL LANDSCAPE AREAS FOR A MINIMUM OF THIRTY (30) DAYS AFTER INITIAL WRITTEN APPROVAL. 15. CONTRACTOR SHALL BE BACK CHARGED FOR LANDSCAPE ARCHITECT'S TIME WHEN OBSERVATIONS ARE CALLED FOR AND IT IS FOUND THAT THE WORK IS NOT SIGNIFICANTLY READY UPON OBSERVATION OR THE APPOINTMENT IS NOT KEPT. TIME WILL BE CHARGED ON AN HOURLY BASIS, INCLUDING TRANSPORTATION TIME AT THE THEN EXISTING HOURLY RATE FOR THE PERSONNEL PROVIDING THE OBSERVATIONS. 16. THE FIRM DOES NOT PRACTICE OR CONSULT IN THE FIELD OF SAFETY ENGINEERING. THIS FIRM DOES NOT DIRECT THE CONTRACTOR'S OPERATIONS AND IT IS NOT RESPONSIBLE FOR THE SAFETY OF PERSONNEL OTHER THAN OUR OWN AT THE SITE; THE SAFETY OF OTHERS IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHOULD NOTIFY THE OWNER IF HE CONSIDERS ANY OF THE RECOMMENDED ACTIONS PRESENTED HEREIN TO BE UNSAFE. IRRIGATION SPECIFICATIONS: 1. All IRRIGATION MATERIALS AND PROCEDURES SHALL CONFORM TO THE CITY CARLSBAD REQUIREMENTS AND LANDSCAPE MANUAL. 2, IRRIGATION PLAN IS DIAGRAMATIC ONLY. 3. CONTRACTOR IS RESPONSIBLE FOR BEING AWARE OF ALL EXISTING SITE CONDITIONS. 4. IRRIGATION CONTRACTOR SHALL ADJUST All HEADS TO PROVIDE AN EVEN COVERAGE AND TO KEEP SPRAY OFF OF THE WAJ.J<WAYS, WALLS, PARKING AREAS, STREETS ANO DRIVES. 5. AS A MINIMUM, ALL IRRIGATION HEADS LOCATED ADJACENT TO OR WITHIN 10' OF WALKWAYS, PARKING AREAS, HEADER, STREETS AND DRIVES SHALL BE INSTALLED ON POP-UP BODIES. 6. WHEN THE IRRIGATION SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE PRESENCE OF THE OWNER/DEVELOPER'S AUTHORIZED REPRESENTATIVE OR THE LANDSCAPE ARCHITECT, SHALL PERFORM A TEST OF COVERAGE OF WATER AFFORDED THE PLANTING AREAS TO ENSURE THAT IT IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS ANO PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE AT HIS OWN COST. 7. PRIOR TO BURYING IRRIGATION LINES: A) ALL MAINLINE IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT 125 PSI FOR A PERIOD OF FOUR (4) HOURS. ANY LEAKS FOUND SHALL BE CORRECTED BY REMOVING THE LEAKING PIPE OR FITTINGS AND INSTALLING NEW MATERIAL IN ITS PLACE. DO NOT BACKFILL TRENCHES UNTIL CITY INSPECTOR HAS APPROVED THE MAINLINE TEST. B) All LATERAL LINES SHALL BE PRESSURE TESTED AT DESIGN PRESSURE FOR ONE (1) HOUR. C) THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO BE COVERED UNTIL IT HAS BEEN INSPECTED, TESTED, AND APPROVED BY THE OWNER OR THE LANDSCAPE ARCHITECT. 8. ALL PRESSURE MAINLINES SHALL BE BURIED EIGHTEEN (18) INCHES DEEP, AND ALL LATERAL LINES SHALL BE BURIED TWELVE (12) INCHES DEEP. DEPTH FOR BOTH MAINLINE AND LATERAL LINES, WHEN PASSING UNDER DRNE AND PARKING AREAS, SHALL BE BURIED THIRTY (30) INCHES DEEP INSIDE SCHEDULE 8D SLEEVES TWICE THE DIAMETER OF THE SLEEVED LINE. METALIC BACKED . LOCATING TAPE SHALL BE INSTALLED ALONG THE ENTIRE LENGTH OF THE SLEEVES, AND 2 ND. TAPE TWELVE (12) INCHES DIRECTLY ABOVE THE SLEEVE. TAPE SHALL BE MARKED "IRRIGATION" IN TWO (2) INCH CAPITAL LETTERS EVERY THREE (3) FEET ALONG THE TAPE. SLEEVES SHALL EXTEND A MINIMUM OF TWELVE ( 12) INCHES PAST THE EDGE OF THE PAVING. 9. MAIN LINES: ALL PIPING UNDER CONSTANT PRESSURE BETWEEN WATER METER AND OR SUPPLY SYSTEM AND CONTROL VALVES AS PER LOCAL CODE OR SHALL BE PVC SCHEDULE 40 OR CLASS 315 PVC UNLESS OTHERWISE SHOWN ON THE DRAWINGS, DETAILS, OR LEGEND. 10. LATERAL LINES: ALL PIPING UNDER INTERMITTENT PRESSURE, DOWN STREAM OR CONTROL VALVES SHALL BE RIGID PVC 1120, SOR 21 CLASS 200 PVC UNLESS OTHERWISE SHOWN ON THE DRAWINGS, DETAILS, OR LEGEND. 11. ALL PLASTIC FITTINGS SHALL BE RIGID POLYVINYL CHLORIDE, STANDARD WITH SCHEDULE 40 TYPE I AND II. ALL RISERS AND NIPPLES SHALL BE SCHEDULE 80 PVC. 13. ALL WIRE SHALL BE ANG-UF DIRECT BURIAL TYPE, AND ALL CONNECTIONS SHALL BE MADE WITH 'PEN-TITE' CONNECTORS OR APPROVED EQUAL. SPLICES ARE NOT ACCEPTABLE. TWO (2) ADDITIONAL WIRES SHALL BE RUN FROM THE CONTROLLER/$ TO THE LAST VALVE ON THE MAINLINE. AN ADDITIONAL TWO (2) WlRES SHALL BE RUN FOR EACH SPLIT IN THE MAINLINE. A TRACER WIRE SHALL BE RUN ALONG THE ENTIRE LENGTH OF THE MAINLINE. 14. ALL WIRE SHALL BE BUNDLED AND PLACED BENEATH THE MAINLINE AND TAPED AT INTERVALS OF TEN (10) FEET. ALL WIRE SHALL BE SLEEVED SEPARATELY WHEN PASSING UNDER PAVED AREAS. SLEEVES SHALL BE TWICE THE DIAMETER OF THE BUNDLED WIRE OR A MINIMUM OF FOUR ( 4) INCHES IN DIAMETER. 15, ALL MAINLINE AND LATERAL LINES SHALL BE SLEEVED WITH PVC SCHEDULE 80. 16. AUTOMATIC CONTROLLER TO BE MOUNTED ON GARAGE WALL WHERE INDICATED ON THE PLAN. A 120 VOLT 'J' BOX CONNECTION SHALL BE PROVIDED BY THE OWNER/DEVELOPER. CONTROL WIRES SHALL BE SLEEVED IN ELECTRICAL CONDUIT FROM THE CONTROLLER TO THE MAINLINE. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND DIRECTIONS. 17, ALL IRRIGATION LINES AND APPURTENANCES, WITH THE EXCEPTION OF IRRIGATION LATERALS AND HEADS_J'R◊VIDING IRRIGATION OF AREAS WITHIN THE PUBLIC RIGHT-OF~WAY, SHALL BE INSTALLED OUTSIDE THE PUBLIC RIGHT-OF-WAY. 18. CHECK VALVES SHALL BE INSTALLED AS NECESSARY TO PREVENT DRAINAGE OF THE VARIOUS LATERAL SYSTEMS FROM OCCURING AT THE HEADS OF LOWEST ELEVATION. NO MORE THAN TWELVE (12) FEET OF ELEVATION CHANGE SHALL SEPARATE CHECK VALVES. CHECK VALVES SHALL BE FIVE (5) PSI RATED. 19. AFTER ALL NEW IRRIGATION PIPING AND RISERS ARE IN PLACE AND CONNECTED AND ALL OTHER NECESSARY IRRIGATION WORK HAS BEEN COMPLETED, BUT PRIOR TO THE INSTALLATION OF IRRIGATION HEADS, REMOTE CONTROL VALVES SHALL BE OPENED AND FULL HEAD OF WATER USED TO FLUSH OUT THE ENTIRE SYSTEM. 20. CONTRACTOR SHALL KEEP THE. PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO THE WORK OF THIS SECTION ON A DAILY BASIS. 21. THE ENTIRE IRRIGATION SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR TO GIVE COMPLETE AND SATISFACTORY SERVICES AS TO MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF THE FINAL ACCEPTANCE OF THE WORK BY THE OWNER/DEVELOPER. 22. IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD OF THIRTY (30) DAYS AND SHALL WATER ON A DAILY BASIS. 23. PRIOR TO FINAL ACCEPTANCE OF WORK, CONTRACTOR SHALL PROVIDE A RECORD SET OF DRAWINGS SHOWING THE IRRIGATION SYSTEM WORK: A) ALL CHANGES IN LOCATION OF JIEMS OR TYPE OF INSTALLATIONS FROM THAT SHOWN ON THE RECORD DRAWINGS. B) VALVES NUMBERED ANO CORRESPONDING NUMBERS SHALL BE SHOWN ON THE RECORD DRAWINGS. C) AUTOMATIC VALVES, BALL VALVES AND QUICK COUPLER VALVES SHALL BE LOCATED BY MEASURED DIMENSIONS. DIMENSIONS SHALL BE GIVEN TO PERMANENT OBJECTS IDENTIFIABLE ABOVE GRADE AND SHALL BE TO THE NEAREST ONE-HALF FOOT. D) ON THE INSIDE SURFACE OF THE COVER OF THE AUTOMATIC CONTROLLER/$, CONTRACTOR SHALL PREPARE AND MOUNT A CHART SHOWING THE VALVES AND IRRIGATION HEADS SERVICED BY THE CONTROLLER/S. ALL VALVES SHALL BE NUMBERED TO MATCH THE OPERATION SCHEDULE. THE CHART SHALL BE A PLOT PLAN SHOWING ALL HARDSCAPE IMPROVEMENTS TO INCLUDE WALKWAYS, PARKING AREAS, DRIVES AND STREETS. LEGIBLE IN ALL DETAIL, PLOT PLANS SHALL BE MADE TO A SIZE THAT WILL FIT INTO THE CONTROLLER/S COVER. PRINTS OF THIS PLAN SHALL BE HERMETICALLY SEALED BY PLASTIC AND THEN BE SECURED TO THE INSIDE COVER. F) SUBMITTAL OF AS-BUILT PLANS SHALL BE AS REQUIRED BY THE ENGINEERING AND PLANNING DEPARTMENT. THE FINAL PLANS SHALL BE PREPARED BY THE LANDSCAPE ARCHITECT FROM DIMENSIIONS PROVIDED BY THE CONTRACTOR. G) THE FINAL IRRIGATION AS-BUILT PLANS Will BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL MYLARS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO PLANNING DEPARTMENT SIGNING THE PERMIT CARD. 24. ALL OTHER LOCAL, MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS, AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE IRRIGATION CONTRACTOR. 25. UPON COMPLETION AND RECEIPT OF FINAL WRITTEN APPROVAL, ALL MAINTENANCE MANUALS, GUARANTEES AND OPERATING INSTRUCTIONS FOR ALL IRRIGATION EQUIPMENT SHALL BE PROVIDED AS WELL AS THE FOLLOWING EQUIPMENT. A) TWO (2) WRENCHES FOR REMOVING EACH .DIFFERENT TYPE OF SPRINKLER HEAD. B) TWO (2) QUICK COUPLER KEYS WITH GATE VALVE AND HOSE ELL ASSEMBLIES. C) TWO (2) KEYS FOR OPENING AND LOCKING THE AUTOMATIC CONTROLLER/S AND THE CONTROLLER/S ENCLOSURE. 1ars11111n111 Asseciates, Inc. LANDSCAPE ARCHITECTURE PLANNING 5014 MOUNT LA PLATTADRIVE SAN DIEGO, CA92117 PHONE (658) 541-2007 FAX (858) 541-2008 PLANTING SPECIFICATIONS: 1. ALL PLANTING MATERIALS AND PROCEDURES SHALL CONFORM TO THE CITY CARLSBAD REQUIREMENTS AND LANDSCAPE MANUAL. 2. PRIOR TO PLANTING, THE IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL. 3. LANDSCAPE CONTRACTOR SHALL REMOVE ALL EXISTING VEGETATION, INCLUDING ALL SLOPE GROUND . COVER NOT DESIGNATED TO REMAIN, TRASH, CLIPPINGS, ROCK AND OTHER DEBRIS FROM ALL PLANTING AREAS ON THE SITE AND DISPOSE OF IT AT AN APPROVED DISPOSAL AREA. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE PROTECTION AND CONTINUED MAINTENANCE OF ALL EXISTING VEGETATION DESIGNATED TO REMAIN, INCLUDING NECESSARY MODIFICATION AND MAINTENANCE OF THE EXISTING IRRIGATION SYSTEM. 4. LANDSCAPE CONTRACTOR SHALL RAKE AND FINE GRADE ALL AREAS TO BE PLANTED PRIOR TO THE COMMENCEMENT OF PLANTING OPERATIONS. LANDSCAPE CONTRACTOR JS RESPONSIBLE FOR THE FINISH GRADING OF THE SITE. SITE SHALL BE RECEIVED AT PLUS OR MINUS ONE (1) INCH W11H THE EXCEPTION OF LANDSCAPE MOUNDS AND THOSE FEW AREAS MODIFIED ON THE LANDSCAPE GRADING/DRAINAGE PLAN. LANDSCAPE CONTRACTOR SHALL COORDINATE WITH THE OWNER/DEVELOPER'S SUPERINTENDENT AND LANDSCAPE ARCHITECT REGARDING FINAL APPROVAL OF GRADES. EVERY EFFORT SHOULD BE MADE TO CONSTRUCT LANDSCAPE MOUNDS FROM ON-SITE SOIL $0 THAT IMPORTATION OF SOIL IS UNNECESSARY. IF IMPORTATION OF ADDITIONAL SOIL FOR PLANT- ING AREAS IS NECESSARY, IMPORTED SOIL IS TO BE CLASS 'A' TOPSOIL. A SAMPLE SHALL BE PRESENTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL 5, ALL NEW PLANTING AREAS AND SLOPES ARE TO BE WATERED FOR FIFTEEN (15) DAYS PRIOR TO HERBICIDE APPLICATION. "ROUND-UP" HERBICIDE TO BE SPRAYED ON WEEDS PER MANUFACTURER'S DIRECTIONS. REPEAT APPLICATIONS MAY BE NECESSARY DEPENDING UPON WEED GROWTH. PLANTING TO COMENCE TWELVE ( 12) DAYS AFTER LAST APPLICATION. 6. ALL PLANTING AREAS SHALL BE SCARIFIED (RIPPED) TO A DEPTH OF SIX (6) INCHES BELOW GRADE IN TWO (2) DIRECTIONS. ALL FURTHER DEBRIS AND NEWLY REVEALED ROCKS LARGER THAN TWO (2) INCHES IN DIAMETER SHALL BE REMOVED FROM THE SITE. 7. ALL PLANTING AREAS NOT EXCEEDING A 3: 1 SLOPE SHALL RECEIVE THE FOLLOWING AMENDMENTS PER 1000 SQ. FT. AND SHALL BE THOROUGHLY CULTIVATED IN TWO (2) DIRECTIONS INTO THE TOP SIX (6) INCHES OF SCIL. A) 3 CU. YARD OF NITROGEN STABILIZED WOOD SHAVINGS. B) 200 LBS. AGRICULTURAL GYPSUM C) SOILS TEST PER MANUAL 8. FOLLOWING THE INCORPORATION OF THE ABOVE AMENDMENTS, RAKE INTO THE TOP ONE (1) INCH OF SOIL, THREE {3) POUNDS OF "TERRA-SORB" PER 1000 SQ. FT. 9. PRIOR TO THE INCORPORATION OF FERTILIZER, ALL PLANTING AREAS ARE TO BE THOROUGHLY WATERED IN A MANNER THAT WILL PASS A MINIMUM OF TWELVE (12) INCHES OF WATER THROUGH THE SURFACE SOIL ZONE. THIS PROCEDURE IS CALLED LEACHING AND ONLY WHEN COMPLETED AND SOLUABLE SALTS ARE ADEQUATELY LOW SHALL THE FOLLOWING FERTILIZER BE APPLIED PER 1000 SQ. FT. AND BE THOROUGHLY CULTIVATED INTO THE TOP EIGHT {8} INCHES OF SOIL. A) 25 LBS. PRO-GREEN 4-16-16 10, FOR EACH CUBIC YARD OF BACKFILL CONSISTING OF 60% LEACHED ON-SITE SOIL AND 40 1/. NITROGEN STABILIZED WOOD SHAVINGS, THE FOLLOWING AMENDMENTS SHALL BE INCORPORATED: A) 1 LB. AGRIFORM SLOW RELEASE FERTILIZER 12-12-12 B) 2 LBS. IRON SULFATE C) 1 LB. SOIL SULPHUR NOTE: THE ABOVE SOIL AMENDMENTS IN ITEMS EIGHT (8), NINE (9) AND TEN (10) ARE SPECIFIED FOR BIDDING PURPOSES ONLY. A MINIMUM OF TWO (2) SOIL SAMPLES SHALL BE TAKEN FROM VARIOUS POINTS IN THE PLANTING AREAS AND ANALYZED AT BUTLER'S MILLS ANO OR ANOTHER APPROVED SOIL TESTING LABORATORY. A REPORT OF THEIR FINDINGS, TO INCLUDE AMENDMENT RECOMMENDATIONS FOR TREE ANO SHRUB BACKFILL, TURF AND GROUND COVER AREAS, AS WELL AS BROADCAST AMENDMENT RECOMMENDATIONS FOR ALL SLOPE AREAS SHALL BE PROVIDED TO THE LANDSCAPE ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. 11. PLANTING TABLETS 20-10-5 2-21 GRAM TABLETS PER 1 GALLON CONTAINER 3-21 GRAM TABLETS PER 5 GALLON CONTAINER 4-21 GRAM TABLETS PER 15 GALLON CONTAINER 1-21 GRAM TABLET PER 4" OF BOX SIZE E) ''TERRA-SORB" 1 TBS PER FOOT OF TREE HEIGHT 1 TSP PER GALLON SIZE OF SHRUB CONTAINER 12, ALL TREES SHALL BE PLANTED OUTSIDE THE PUBLIC RIGHT-OF-WAY UNDER THE FOLLOWING CONDITIONS: A) 1 D' -0" AWAY FROM TRAFFIC SIGNS (STOP SIGNS) B) 5' -D" AWAY FROM UNDERGOUND UTILITY LINES C) 1 D' ~o" AWAY FROM ABOVE GROUND UTILITY STRUCTURES D) 1 D' -0" AWAY FROM DRIVEWAYS (ENTRIES) E) 25' -o• AWAY FROM INTERSECTIONS (INTERSECTING CURB LINES OF TWO STREETS) 13. SHOULD IT BE NECESSARY TO PLANT WITHIN 5' -D" OF HARDSCAPE, WALLS AND/OR STRUCTURES, A · ROOT CONTROL BARRIER, "BIO-BARRIER" SHALL BE UTILIZED. BARRIER SHALL EXTEND ALONG THE EDGE OF THE HARDSCAPE, WALL AND/OR STRUCTURE BEING PROTECTED TO THE EXTENT OF THE MATURE DRIP LINE OF THE TREE (MINIMUM 20' -0"). 14. PLANT PITS SHALL BE SQUARE AND TWO (2) WIOER THAN THE PLANT CONTAINER DIAMETER AND DEPTH OF ROOT BALL HEIGHTS. 15. ALL NON TURF PLANTING AREAS LESS STEEP THAN 3: 1 SLOPE SHALL RECEIVE THREE (3) INCHES OF SHREDDED BARK MULCH. ALL NON-TURF PLANTING AREAS EXCEEDING A SLOPE OF 3:1 SHALL RECEIVE JUTE MATTING. SUBMIT A SAMPLE OF MULCH AND JUTE MAmNG TO CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERY OF MULCH AND JUTE MATTING TO SITE. 16, ALL STANDARD TREES SHALL BE DOUBLED STAKED AS PER DETAIL. ALL MULTI-TRUNK TREES SHALL BE GUYED. 17. ALL STANDARD TREES IN TURF AREAS SHALL HAVE "TREE BOOTS"."ARBOR GUARDS" OR APPROVED EQUAL AS WELL AS BEING PLANTED IN A THREE {3) FOOT DIAMETER UNPLANTED AREA COVERED IN FOUR (4) INCHES OF SHREDDED BARK MULCH. MULTI-TRUNK TREES IN TURF AREAS SHALL BE PLACED WITHIN A SIX (6) FOOT DIAMETER UNPLANTED AREA COVERED IN FOUR (4) INCHES OF SHREDDED BARK MULCH. 18. PLANT COUNTS ARE FOR THE CONVENIENCE OF LANDSCAPE CONTRACTORS ONLY. LANDSCAPE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL NECESSARY PLANT MATERIAL TO FULFILL THE DESIGN INTENT OF THESE DRAWINGS. 19, TWENTY FOUR (24) HOURS PRIOR TO PLANTING, CONTRACTOR SHALL CONTACT OWNER/LANDSCAPE ARCHITECT TO APPROVE ALL PLANT MATERIAL AND ITS INTENDED LOCATION ON SITE. PHOTOGRAPHS ARE REQUIRED FOR ALL 24 • BOX OR LARGER TREES. 20. THE LANDSCAPE CONTRACTOR SHALL LEAVE THE SITE IN A CLEAN CONDITION REMOVING ALL USED MATERIALS, TRASH, AND TOOLS ON A DAILY BASIS. 21. LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTING AREAS FOR A PERIOD OF THIRTY (30) DAYS, GUARANTEE All SHRUBS FOR NINETY (90) DAYS AND ALL TREES FOR ONE (1) YEAR. GUARANTEE PERIOD FOR ALL TREES AND SHRUBS SHALL COMMENCE UPON WRITTEN APPROVAL OF THE OWNER AT THE END OF THE MAINTENANCE PERIOD OR EXTENSION THEREOF. 22. LANDSCAPE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY REPAIRS OR REPLACEMENT OF MATERIALS MADE NECESSARY THROUGH THE ACTION OR NEGLIGENCE OF HIS CREW. 23. UPON COMPLETION OF ALL WORK OUTLINED IN THESE PLANS, THE LANDSCAPE CONTRACTOR SHALL CONTACT THE OWNER/LANDSCAPE ARCHITECT AND ARRANGE FOR A WALK THROUGH TO DETERMINE THAT ALL ASPECTS OF WORK ARE COMPLETED. WORK MUST BE FULLY COMPLETED ACCORDING TO ALL PLANS AND SPECIFICATIONS AND MUST BE COMPLETED IN A GOOD WORKMANSHIP LIKE MANNER AND MUST BE ACCEPTED BY THE OWNER IN WRITING PRIOR TO THE COMMENCEMENT OF THE MAINTENANCE PERIOD. . 24, THE MAINTENANCE PERIOD SHALL INCLUDE AS A MINIMUM THE FOLLOWING SCOPE OF WORK: A) DAILY WATERING OF ALL PLANT MATERIAL B) WEEDING AND REMOVAL OF ANY WEEDS FROM PLANTING AREAS C) REPLACEMENT OF ANY DEAD OR DYING OR DAMAGED TREES AND/OR SHRUBS AND GROUND COVER. D) FILLING AND REPLANTING OF ANY LOW AREAS WHICH MAY CAUSE STANDING WATER. E) FILLING AND RECOMPACTION OF ERODED AREAS. F) MINIMUM WEEKLY MOWING OF TURF AREAS G) WEEKLY REMOVAL OF ALL TRASH, LITTER, CLIPPINGS, AND ALL OTHER FOREIGN DEBRIS AT AN APPROVED DISPOSAL SITE. H) AT THIRTY (3D) DAYS AFTER THE START OF MAINTENANCE, TOP DRESS ALL PLANTING AREAS AND APPLY FERTILIZER {16-6-8) AT A RAiE OF 6 LBS. PER 1000 SQ. FT. SITE SHALL BE WATERED IMMEDIATELY FOLLOWING FERTILIZER APPLICATION. ADDITIONAL SHREDDED BARK MULCH SHALL BE APPLIED TO MAINTAIN, AS A MINIMUM, FOUR (4) INCHES OF COVER AND/OR TWO (2) INCHES OF COVER IN GROUND COVER AREAS. 25. PRIOR TO THE END OF THE MAINTENANCE PERIOD, LANDSCAPE CONTRACTOR SHALL CONTACT THE OWNER/LANDSCAPE ARCHITECT TO ARRANGE FOR A FINAL WALK THROUGH. OWNER MUST ACCEPT ALL MAINTAINED AREAS IN WRITING PRIOR TO THE END OF THE MAINTENANCE PERIOD. MAINTENANCE PERIOD MAY BE EXTENDED IF ANY OR ALL ASPECTS OF THE SCOPE OF WORK ARE FOUND DEFICIENT AT THE END OF THE THIRTY (30) DAYS. FINAL WRITTEN APPROVAL SHALL BE THE START DATE FOR ALL GUARANTEES. NOTE SOIL TESTING: THE RESULT AND RECOMENDA TIONS OF THE SOIL TESTING LABOR A TORY SHALLL BE SUBITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BECOME PART OF THE APPROVED PLANS. UC. #2418 ~ ~ ~ APPROVED ... u FOR PLANTING . AND IRRIGATION ONLY . L * . INCLUDING PRECISE ;>-COATE) .,;;"' ~J-. ~ e F CA\.l~o LOCATION OF PLANTING AREAS. -··---~-~"---• "AS-BUILT " L.A. EXP. DATE REVIEWED BY: INSPECTOR DATE I SH~ET I CITY OF CARLSBAD I SH~ETS I PLANNING DEPARTMENT REVIEWED iRRiGATION PLANTING SPECIFICATIONS FOR; DONALD RESIDENTIAL CONDOMINIUMS 2411 OCSH &li&J CNUIIAD,CAl..-tllllOI ENGINEERING PLANCHECKER DATE: . IAPP~ f:R~ I £-G,,-o.., :PLAN~Qf::-DATE OWN BY: I PROJECT NO. I DRAWING NO. MTE INITIAL DATE INITIAL DATE INITIAL CHKD BY: SDP05-17 ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: 448 9L DATE• 3-20-2007