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DWG 415-9L; CT 97-13; CARLSBAD OAKS NORTH - PHASE 1; 01-59
u / '" (',I "' 0 " / l/) 1-, ' Lu 7 0 o, Q_ CITY OF OCEANSIDE HIGHWA PACIFIC OCEAN CITY OF ENCINITAS VICINITY NO SCALE DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF 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, CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH SERVICES IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN, MAP THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE SUPPRESSION PLAN, STORM WATER POLLUTION PREVENTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING, ~~ / SIGNED: ,/' -DATE: (d-(6-0f: (/ANYO.l.AWSON t- FIRM NAME1 ADDRESS: ADL PL.ANNIN~ ASSOC.I.A.TES 2Gf1Cf STATE STREET. SUITE C. CARLSBAD, C.A. Cf2008 (160) 12Cf-86B1 REGISTRATION NO: EXPIRATION DATE: B-51-05 PHASE I - SIT£ @ OP£N SPAC£ iO{; CITY OF SAN MARCOS DEVELOPER: TECHBILT CONSTRUCTION CORP. 3575 KENYON STREET SAN DIEGO, CA 92110 (760) 804-1575 LANDSCAPE ARCHITECT AOL PLANNING ASSOCIATES, INC. 2979 STATE STREET SUITE C CARLSBAD, CA 92008 (760) 729-8637 CIVIL ENGINEER 0 1DAY CONSULTANTS 2710 LOKER AVENUE WEST SUITE 100 CARLSBAD, CA 92009 (760) 931-7700 12LOTS SHT27 SHT56 N.T.S. SHEET INDEX: SHEET NO 1 2 3, 4 5 6 7 -2B 29, 30 31 32 33 34, 35 36-57 58 59 DESCRIPTION mLE SHEET AND GENERAL NOTES WATER DISTRICT OOVER SHEET CONSTRUCTION PLANS CONSTRUCTION DETAILS CONSTRUCTION NOTES, FINISH SCHEDULE LANDSCAPE IRRIGATION PLANS LANDSCAPE IRRIGATION DETAILS LANDSCAPE IRRIGATION DETAILS & NOTES LANDSCAPE IRRIGATION LEGEND LANDSCAPE IRRIGATION CALCULATIONS LANDSCAPE IRRIGATION SPECIFICATIONS LANDSCAPE PLANTING PLANS LANDSCAPE PLANTING DETAILS, LEGEND, NOTES LANDSCAPE PLANTING SPECIFICATIONS ADL • PLANNING -----!!!!■■ -·· ASSOCIATES ---!!■■■a "AS-BUILT " APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. ___ EXP. DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH &EDi-z£. ~ -.9 1,~ ENGINEER. ASST. PLANNING DIRECTOR & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. INEER Pt.AN CHECKER DATE REVIEWED BY: INSPECTOR DATE I SH1EET I CITY OF CARLSBAD ~ _L_A_N_D_P_L_A_N_N_I _N_G_I-I--_-_-_-_+-+--_-_-_➔➔-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_~~-_-_-_-_++-_-_-_~~-.... -_-_-_ +-1--_ -_ ---1---1 PLANNING DEPARTMENT ~ LANDSCAPE ARCHITECTURE 2979 STATE STREET. SUITE c TITLE SHEET AND NOTES FOR: CARLSBAD OAKS NORTH CARLSBAD. CA. 92008 (7 80)7 29-8 6 37 '" :(7 6 0)7 2 9-8 3 24 SUBMITTAL: FINAL SUBMITTAL l---+---+--------------l---+--t--+---11 ... 11:~~~L-..W:.""ld-.---------''--/0-27-0'/ I -JO-B-NO-, ---20-3-22_____ ~~T Pl.ANNING DIRECTOR DATE . DATE: 10-18-04 w en <( ::c (L ::c I-0: 0 z ~ c3 0 <( IIl en .....J a: <( u -SCA_L_E,---------DATE INITIAL ;:;D;,;W;;N:::;BY;;;;:::: =====s;-;:::=:::::P:::RO:=J:::EC:::::T=N::_:0=. =::;;:::D=R::::N:::G:::N~O N,T,8-DATE INITIAL DATE INITIAL CHKD BY:__ AWi · L---------------------------------------------------------,;... __ ::::=:::::::. __ _;:DR=AW=N=BY=: =:;;AD;L;/T;G;/;CE;;;=;;;;,,-=E=NG:INE:ER::O:F::W:OR:K!::===R=EV:IS:l:0N=D=E=SC:R:IP:T:10:N===~=OT=HE::R::AP=PR:0:VA::L ~=Cll=YAf':PR=a;=AL::!::FNW=D=BY=:==~==C=,T=, =9=7==1=3~~4~1~5=9~L~,!J-;. <&i)--. ~ ~ ~ GENERAL NOTES RECYCLED WATER NOTES. 1. ALL WORK SHALL BE DONE IN ACCORDANCE wm-1 THE CARLSBAD MUNICIPAL WAT81 01sm1crs 'CARLSBAD RULES & REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS" DATED OCTOBER 1993. 2. DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY OF RECYCLED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECYCLED WATER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, BBQ'S, PLAY- GROUNDS, SAND TOT LOTS, ETC. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE, PONDING, RUN-OFF, OVER SPRAY AND MISllNG. 4. HOSE BIBS ARE STRICTLY PROHIBITED 5. ON-SITE CROSS-CONNECTIONS BETWEEN BECYCLED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. 6. NO SUBSTITlJTION OF PIPE MATERIALS WILL BE ALLOWED l'i1THOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WATEn DISTRICT. 7. ALL MAINLINE PIPES SHAI.L HAVE WARNING TAPE PER THE CARLSBAD MUNICIPAL WATER DISTRICrS RULES AND REGULATIONS. • 8. THE IRRIGATION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 AM. THE FOi.LOWiNG MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME) WITH QUALIFIED SUPERVISION PCRSONNEL ON SITE. 9. PROVIDE A MINIMUM OFAT LEAST 18 INCHES OF COVER OVER All WIRING AND PIPING. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCUED WATER. l'i1-IETI-IER BY WIND BLOWN SPRAY OR BY DIRECT APPLICATION, THROUGH IRRIGATION OR OTHER APPROVED USE. LACK OF PROTECTION. WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTlY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER-SPRAYING ON SIDEWALKS, STREETS, AND NON-DESIGNATED USE AREAS. 12. RECYUED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER OISTRIBLITION SYSTEMS (SPIKES NOT EXCHANGEABLE WITH POTAELE QUICK COUPLER SPIKES) PER CARLSBAD MUNICIPAL WATER DISTRlcrs RULES AND REGULATIONS. 13. METERS SHALL BE SIZED BY THE CARLSBAD MLINICIPAL WATER DISTRICT. 14. ALL IRRIGATION PIPES SHALL BE STENCILED l'i1TH THE WARNING 'NON POTABLE WATER' OR 'RECYCLED WATER', COLOR CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER CARLSBAD MUNICIPAL WATER DISTR1c·rs RULES AND REGULATIONS. 15. ALL POT AELE WATER AND RECYCLED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH 16. 111-lEN A POTABLE WATER LINE AND RECYCLED WATER LINE CROSS, THE RECYCUEO LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTAELE LINE, FOR A TOTAL OF 20 FEET. 17. A TEN FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECYCLED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTAELE LINE MUST BE INSTALUED ABOVE THE RECYCLED LINE. 18. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT All TIMES. •19_ THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 20. QUICK COUPLING VALVES USED IN RECYQED WATER SYSTEMS SHALL CONFORM TO THE FOl.1.0l'i1NG: RECYClfD WATER: QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL HAVE ACME TYPE THREADS (SPIKES NOT INTERCHANGEABLE l'i1TH POTABLE WATER QUICK COUPLER SPIKES) AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO THE VALVE, QUICK COUPLING VALVES SHALL BE NELSON NO, 7643, HUNTER NO. HV1 OOA-RL-NP OR APPROVED EQUAL, 21, AN ANNUAL CROSS CONNECTION INSPECTION \\1ll BE DONE BY EITHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY OEPARThlENT OF ENVIRONMENTAi. HEAL TH. COPIES OF INSPECTION REPORTS Will BE FORWARDED TO THE NON-INSPECTING PARTY. • 22. DEVELOPER SHALL SHOW 'RECYCLED WATER DO NOT DAIN~ SIGN LOCATIONS ON THESE PLANS. •23. AN ON-SITE USEFVSUPERVISOR SHALL BE DESIGNATED IN WRmNG. THIS INOMOUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, 'MTH THE BASIC CONCEPTS OF 8ACKFLOW/CR08S-CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS, SHALL BE PROVIDED TO CARLSBAD MUNICIPAL WATER DISTRICT AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH, 26. THE CONTRACTOR MUST NOTIFY THE Cm' Pl.ANNING DEPT. CONSUL TANT (760i 438-1161 EXT. 4221, 72 HOURS (fHREEWORKING DAYS), PRIOR TO CONSTRUCTION. 'll. THE LANDSCAPE OR IRRIGATION CONTRACTOR IS TO VERIFY EXISTING P.S.I. AT JOB SITE PRIOR TO INSTNJ.ING Lt,NDSCAPE IRRIGATION SYSTEM. VERIFICATION SHALL QE MADE WITH THE APPROPRIATE WATER DISTRICT. 28. All REDUCED PRESSURE BACKFLOW PREVENTERS SHALL BE TESTED AFTER INSTALLATION, RELOCATION, OR REPAIRS BY A CITY OF CARLSBAD APPROVED CERTIFIED TESTERS. 29. DEVELOPER/OWNER IS RESPONSIBLE FOR SUPPL YING A COPY OF THE TEST RESULTS TO THE CARLSBAD MUNICIPAL WATER DISTRICT. ~. WATER SERVICE (POINT OF CONNECTION) INSTALLATION, TEMPORARY OR PERMANENT, SHALL BE IN PLACE TO COINCIDE wrrH PLANTING TIMING SPECIFIED IN SECTION V.A OF THE CITY OF CARl.SBAO LANDSCAPE MANUAL ' ITEMS NO, 8,19,&22,23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECYCLED WATER. ITEM NO. 22, THE SIGNAGE PLAN SHALL BE A PART OF THIS I.P. BUT THE ACTUAL SIGNS & TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF RECYCLED WATER. 'THERE AnE NO DESIGNATED OUTDOOR EATING AREAS ON SITE. • All PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND PUOLIC WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. • A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS OF IRRIGATED WITH RECYCLED AND POTABLE WArER. SEPARATION SHALL BE PROVIDED BY DISTANCE. CONCRETE MOW STRIP OR OTHER APPROVED METHODS. • THERE ARE NO WATER FOUNTt,JNS ON THIS SITE. • HCURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00P.M.TO 6:00A.M, THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BYTHE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHl,LL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 1 O:OOP.M. AND6:00AM. 'BURIAL OFALL l'i1RING ANO PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICr8 HULES AND REGULATIONS. 'CONSTANT PRESSURE RECYCLED WAT81 LINES SHALL CROSS ATLEASTTWELVE INCHES BEi.OW POTABLE WATER LINES ANO MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 'IF A CONSTANT PRESSURE WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INST Al.LED WITHIN AN APPROVED PROTECTIVE SLEEVE PER THE OLIVENHAIN MUNICIPAL WATER DISTRICTS RULES AND RCGULATIONS. INCASEOFEMERGENCYCONTACT: TEl) T~~ . (C,li)L0-1,(.(.l, (FILL IN) (NAME) (TEL.NO.) OR AFTER HOURS CONTACT: E~ ~t:H~ ~r, 1'\I 3(.$-&To f' (ALL IN) (NAME)EL.NO.) 24. SHOW ALL PUBLIC & PRIVATE POTABLE WATER MAINS ON THE Pl.ANS. 25. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR CODED PURPLE PER AWWA GUIDE LINES AND SECTION 404954 OF THE CALIFORNIA HEALTH ANO SAFETY CODE, -- @ OPEN SPACE SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RFCYCLEO WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2'X11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. I. GUIDELINES FOR RECYCLED WATER USE 1. 2. 3. 4. 5, IRRIGATE BE™EEN THE HOURS OF 10:00P.M. AND 6:00/1.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUAi.LY l'i1TH QUAIJFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. IRRIGATE IN A MANNER THAT'MLL MINIMIZE RUN-OFF, POOLING AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH T~E LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAYBE FACILITATED BYTHE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAi. IRRIGATION TIME INTO CYCLES THAT Will PROMOTE MAXIMUM SOIL ABSORPTION). ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF TflE CUSTOMER, FOR EXAMPLE, PRIVATE PATIOS AND LOTS, STREETS, ANO SIDEWAI.KS. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT ANO MATERIALS FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE rcPAIRED AS SOON AS THEY BECOME APPARENT. ' EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRI. PURPOSES ONLY, ANO IS NOT APPROVED FOR DRINKING PURPOSES, HAND, TOOL, WASHING, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES ! ............... ! .............. ·············· .............. 6. IN THE LANDSCAPING INDUSTRY, IT IS IMPORTANT THIS INFOR- MATION BE D:SSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. OBTAIN PRIOF APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO ANO APPROVED BY THE DISTRICT ENGINEcRING OFFICE ANO DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. LEGEND POTABLE WA TEA STREET MAIN RECYCLED WATER STREET MAIN RECYCLED WATER IRRIGATION MAIN P.0.C. FOR RECYCLED WAfER (METER AND BACKFLOW PREVENTION) "DO NOT DRINK" SIGN LOCATIONS FIRE HYDRANT AREA OF PROPOSED RECYCLED WATER i I I I I o' 100' 200' CARLSBAD OAKS NORTH PHASE I -12 LOTS l 0() CITY OF CARLSBAD RECYCLED WATER PLAN c 7. 8. All RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PI.ASTIC, 3' X 4' PURPLE IN COLOR WITH THE WORDS-WARNING RECYCUED WATER·DO NOT DRINK" IMPRINTED ON ONE SIDE, AND AViSO-AGIJA IMPURA-NO TOMAR' ON THE OTHER SIDE. IMPRINT:NG SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPnlSES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1, ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR 'MTH PLASTIC TIE-WRAP OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. ALI. SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. II. EACHAL/TOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS'RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH ANO SPP,NISH, WITH BLACK LETTERS 1" HIGH ON A PUR>LE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT rr CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. 400' ADL ·~ PLANNING ----!!!■llll!lll ASSOCIATES ==■ LA N D PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S B A D, C A. 9 2 0 0 8 (780)729-8637 FAl:(718)729-8324 DATE: 9--22-04 SUBMITTAL: 3rd SUBMITTAL JOB NO: 20322 SCALE: 1"=200' DRAWN BY: ADL/TG/CE INSPECTION PROCEDURES 1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINES. B. TRENCH DEPTH. C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY] D. PIPE IDENTIFICATION. (P.0.C.'S) POINTS OF CONNECTIONS. E. LOCATION ANO IDENTIFICATION OF SPRINKLER HEADS. F. WARNING SIGNS ATTHE SITE AND ON THE TRUCKS HAULING RECYCLED WATER (IF RECYCLED WATER IS USED FOR CONSTRUCTION). AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE DISTRICT, AND BE FORWARDED TO THE COUNTY HEALTH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. 2, DISTRICT FINAL INSPECTION SHALL INCLUDE: A. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEMNG RECYCLED WATER. 8. WARNING SIGNS ANO LABELS. C. QUICK COUPLING VALVES. D. ALL ASPECTS OF THE IRRIGATION CONDITIONS INC'.UDING WINDBLOWN SPRAY, RUNOFF, ANO PONDING. E. REQL;!~EO PROTECTION OF ALL RESIDENTIAL AREAS. F. REQUIRED PROTECTION OF WELLS. STREAMS, RESERVOIRS, ETC. G. CROSS-CONNECTION. 3. ANNUALINSPECTION SHALLINCLUOF: A COMPLETE INSPECTION WHICH SHOULD COVER PART A, PART BAND PART G OF THE DISTRICTS FINAL INSPECTION. PURPLE BACKGROUND LETTERS 1" BLACK i-----+--+----J-36 "--------i (N.T.S.} ARNING RECYCLED WATER DO NOT DRINK J . ~ RECYCLED WATER N0 L ______ __;,~L,------... T~ WAS HANDS AFTER CONTACTING LAVESE S MANOS DESPUES DE USAR 12"X 36" SIZE f--1 s"-• I T In Order to COl!Htve water ... RECYCLED WATER IN USE ';,,.._,...,. DO NOT®NO TOME I ~t DRINK -El. AGUA WASH HANDS AFTER CONTAC'nHO LAI/ESE SUS t.tAl'fOS DESPIJES De USAA 18" X 18" SIZE .032 ALUMINIUM, .060 ABS PL.AS OR STICK-ON VINYL SIGNS 1" BLACK LETTERS 2" BLACK LETTERS .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS TYPICAL SIGNS (N.T.S.) CARLSBAD MUNICIPAL WATER DISTRICT APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH APPROVED: ENGINEER, ASST. PLANNING DIRECTOR & DISTRICT N/A C -'lt,J ~T-, 2 ENGINEER PRIOR TO IMPLEMENTATION IN FlELO. ENGl~EER Pl.AN CHECKER 0/.TE ,#/~-£~ MWA! \,~MMER, DEPUTY CITY EN:NEER R.C.E. 28176 EXPIRES: SAN DIEGO COUNTY DEPAR1MENT OF' ENIIIRONMENTAL HEAllH ~ APPRO\.ED BY "AS-BUILT " ----EXP. REVIEWED BY: INSPECTOR DATE DATE DATE DATE 1----1---4------------+---+--+--t-----11 sH2EET I CITY OF CARLSBAD I ssHEgETs I ~:::::::::=:!:::==::::P::LA::N:::N::IN::G:::::D:::E:::PA:::R::T::M:::E::NT:::::==:::!.!:::::::::::~ WATER DISTRICT TITLE SHEET FOR: CARLSBAD OAKS NORTH 1---+-+----------+--+---+--t----tl=SL"""'--'2:::4«'---=......,...,=-:-----ffi'Z7--ot/l 1----1---1-------------------1-----l---t---t---t ASSISTANT PLANNING DIRECTOR DATE _ DATE INITIAL. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INffiAL CITY APPROVAL ' I WN BY: CHKD BY: ___ , RVWD BY: PROJECT NO. C.T. 97-13 DRAWING NO. 415-9L w ~ J: 0... ::c ~ I- C: 0 z '->-r fQ <( l 0 Q ~ <( ca (/) _J C: c3 C\I ~~"' i-!-@ r--.,. N 0 r--.,. 0 C) N '• ro ~ 0 I u _J / rn u 0 n. / rn 0 u / N N "1 Cl N / ,n c-u w , 0 0-: n. / en CENTER POINT OF PAVING LAYOUT TO BE LOCATED AT BACK OF SIDEWALK AT 41 +65 \ \ \ \ \ 1 \ \ _J_ ACCENT PAVING ~~/ .,,. _,,. ~ / .,,. _,,. I I 7 ~/ ~ PA • !'"". . ~- i-: .....,.,-:--:,::-,.,- I' / I I -- R57'-6" · · · · · · · · ...... -. R-63'-8'· . SIDEWALi< PARKWAY PIANTER PER DWG. NO. 415-9M CURB I \ \ \ \ \ I!" CONCRETE MOWCUR ,,.>,:------i--\-TANGENT OF ARCS STEPS EXPA SION JOINT I I \ ~\ CONSTRUCTION LEGEND SYMBOL EQ PA R TYP DESCRIPTION EXPANSION JOINT SAW CUT JOINT HAND TOOLED JOINT 6" CONCRETE MOWCURB ALIGNMENT GUIDE ALIGN W/ ADJACENT SURFACE CENTER MARK OF ARC CENTERLINE EQUAL DISTANCE PLANTING AREA RADIUS TYPICAL CONSTRUCTION NOTES DETAIL A/SHT.5 FISHT.5 D/SHT.5 EISHT.5 N/A NIA N/A NIA NIA NIA NIA NIA 1. DETERMINE THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE INITIATION OF ANY WORK. ALL WORK SHALL BE PERFORMED IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE TO UTILITIES. HAND EXCAVATE, AS REQUIRED. 2. FOR UTILITY LOCATIONS, STREET IMPROVEMENTS AND GRADING DOCUMENTATION, REFER TO PLANS PREPARED BY CYDAY CONSULTANTS. -CITY OF CARLSBAD PROJECT NO. C.T. 97-13, DRAWING NO. 415-9, 415-9A, 415-98, 415-9C, 415-9D & 415-9E. 3. FOR FINISH SCHEDULE, SEE SHEET 6. 4. FOR CONSTRUCTION DETAILS, SEE SHEET 5. 5. FOR CONSTRUCTION NOTES, SEE SHEET 6. 6. FINAL LOCATION OF EXPANSION JOINTS TO BE CONFIRMED BY GEOTECHNICAL REPORT. 7. SITE FURNITURE PRECISE LOCATIONS AND QUANTITIES SHALL BE DETERMINED BY LANDSCAPE ARCHITECT. FARADAY AVENUE IRRIGATION AND PLANTING OF STREETSCAPE REFER TO SHEETS 6&29 "AS-BUILT " I 4!+65 I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. 42 ----7i-- ADL -----.L PLANNING ---• ASSOCIATES 0;1. LAND PLANNING LANDSCAPE: AR:CHITE:CTURE: 2979 STATE STREET, SUITE C CARLSBAD, CA. 92006 (780)729-8837 HK:(160)719-8324 DATE: 10· 18 -04 SUBMITTAL: FINAL SU BM ITT AL JOB NO: 20322 SCALE: 1" = 10' DRAWN BY; AOL I TG I CE EXP • REVIEWED BY: INSPECTOR ~ CITY OF CARLSBAD l=====l====j===============================t====+====+====~~===i LJ._J PLANNING DEPARTMENT LANDSCAPE CONSTRUCTION PLAN FOR: CARLSBAD OAKS NORTH DATE DATE ~ ~ w ~ ~ C. ::i:: I-a: 0 z • en ~ ~ 0 0 aS ~ ~ ,-~~e,. 0 I {) ....J ACCESS GATES (BY OTHERS, COORDINATE LOCATION W/ PUBLIC WORKS DEPT.) FENCE (BY OTHERS) \\ p~p ST~TJON NO'tCA PAFf~-'1 PA ·. --~ \ 0 \\ \ © \ 0 \ I PARKING LOT 6" CONCRETE MOWCURB ALIGN MOWCURB ~TH MOWCURB ON OTHER SIDE OF DRIVE ACCENT PAVING ~ 0 I \ \ \ I ' ' f;; q \ \ : i \ \ ~ © ]© I I \ \ \ '· 1a-O' (l'll'l ~ i ::::::.·:, .. ....... _,. ... . . . . . . . . . . . . . . . . . ...... ., ...... . . . . . . . . . . . . . . . . . . . ........ , ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . --... - . .'.' . .-:.-:.-.-:.-.-.-.-.-::.-.-.-PA ::.-.-· ............ ··\--~ ·:.·:::::.-.. : ·:::::::.·.·, :::::_· __ · ·.. . ....... . i ·: :-:-:-:-:-:-:-:--:-:-.-: :---:·:-i~:-:-:: :--:-:-:-:-:-.-: . .-.-:-:-:-:--:.-,:.::. . . . . ........... -. --. . . . -. . . . . . . . . . . . . . . ..... . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . ....... . . · · · :-:-::: ::::::::::: ::;<::: ::: :: :_::: :: ·::::::: :: : ::: : :::: ::: PA :::: : : : :::: ::: :: · ·. :-." ..__, ______ _:36~·-0'!L.---~=!D .. ·::':::::::::::::::::::::::::-::.:::-:::-::.-:::::::::::::-::_·::::_ .i, PA . . . . . . . . . . . . . . . . . . . . . . . . . ........... . TURF "--.' ......__ ......__ PA . . . . . . . . ·, ........ ,_~ ·-......___ ......__ ......__ ......__ ~ ............... , ......__ ......__ ·.-.-.-:.-::.-· · · · · ·:.-: ,.-.-.-·:: ·. :: ·: :::: :::: · ·:::: · :::::::::: ·:::::::::. :::113'01..cr.·: . .. . .. . . • . . • .. .. . .. . . . . . . .. .. . . .. . . . . . .. . . . . . \,?_,, . . . . . . . . . . . ...... -.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . -,.......,_.:c..:... . . . . ....... . . ~ ..... . ......__ ......__ ~--CENTER POINT OF PAVING LAYOUT ......__ ......__ ......__ TO BE LOCATED AT 15+86, 37'-6" FROM BACK OF SIDEWALK ......__ ......__ ......__ \ . ...._ -·" •·' ·---~---------- \ \ \ \ .. ,__ ';!-+~,'-. ~J$ J$ ---::.~==~P,C:.~;_;-,......:...:..--.J ~,<JS _, r~'ACCENTPAVING PA / .. . -----J,------ \ ~/.,,..,. . . -....--!1 ~ / ---:1 .. : :-:--:-:-:-:-:-:-:-:-.. t'? -----.. • ••••••.•••• a: ----... . ........... . . ' .. I .... ·::.T. :: . ::::::::.\::. \ \ : : :-:-:-: : :-:-: :-:-: \ \ \ \ b;,:::::~7~ -'tc-~~ ~P.7-'~ \ . :::::::::: ... ACCENT PAVING SIDEWALK PARKWAY PLANTER CURB CENTER POIN.T OF PAVING LAYOUT TO BE LOCATED AT BACK OF SIDEWALK AT 14+33 \ \ 15+86 ---· ----- CONSTRUCTION LEGEND SYMBOL -------- I\ X -(i- EQ PA R TVP DESCRIPTION EXPANSION JOINT SAW CUT JOINT HAND TOOLED JOINT 6" CONCRETE MOWCURB ALIGNMENT GUIDE ALIGN W/ ADJACENT SURFACE CENTER MARK OF ARC CENTERLINE EQUAL DISTANCE PLANTING AREA RADIUS TYPICAL DETAIL A/SHT.5 F / SHT. 5 D/SHT.5 E/SHT.5 N/A N/A N/A N/A N/A N/A N/A N/A 14 I CONSTRUCTION NOTES 14+33 1. DETERMINE THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE INITIATION OF ANY WORK. ALL WORK SHALL BE PERFORMED IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE TO UTILITIES. HAND EXCAVATE, AS REQUIRED. 2. FOR UTILITY LOCATIONS, STREET IMPROVEMENTS AND GRADING DOCUMENTATION, REFER TO PLANS PREPARED BY O'DAY CONSULTANTS. -CITY OF CARLSBAD PROJECT NO. C.T. 97-13, DRAWING NO. 415-9, 415-9A, 415-9B, 415·9C, 415-90 & 415-9E. 3. FOR FINISH SCHEDULE, SEE SHEET 6. 4. FOR CONSTRUCTION DETAILS, SEE SHEET 5. 5. FOR CONSTRUCTION NOTES, SEE SHEET 6. 6. FINAL LOCATION OF EXPANSION JOINTS TO BE CONFIRMED BY GEOTEr::HNICAL REPORT. 7. SITE FURNITURE PRECISE LOCATIONS AND QUANTITIES SHALL BE DETERMINED BY LANDSCAPE ARCHITECT. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. o' 5' 10' 20' 15 /\ I --. /\ ADL L PLANNING ---· ASSOCIATES ffllL LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C CARLSBAD, CA. 92008 06D)721-81J7 FAX:010)721-8324 DATE: I.al ·Iii'· 04 SUBMITTAL: f;..,_\ SUBMITTAL JOB NO: 20322 SCALE: DRAWN BY: ADL/TG/CE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION "AS-BUILT " ____ EXP. ____ DATE N.T.S. REVIEWED BY: KEYMAP INSPECTOR DATE I SH4ET I CITY OF CARLSBAD CTr] PLANNING DEPARTMENT 9 LANDSCAPE CONSTRUCTION PLAN FOR: CARLSBAD OAKS NORTH ✓ ~ /0-27-0'/ ASSISTANT PLANNING DIRECTOR DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: C.T. 97-13 OTHER APPROVAL CITY APPROVAL RVWD BY: 415-9L w (/) <( ~ ::r: CL :r: .,, I-~ a: 0 z ~ ' <( ~ 0 0 ~ ~ a: <( u C\I ~~~ 0 I () _, ✓ 1 2 f 'w i--~...,....,..,........,.. -. --,-, -"_: . . 4 • • •• • :a-. ~.-. ' . ~ ..... CD 1/8" RADIUS (TYi'.) /;;\ EXPANSION JOINT· USE 'KOLD SEAL ZIPPER I.V SIBIP' OR EQUAL @ STEEL ROD W/SLEEVE" IF REQUIRED (SEE SOILS REPORT FOR SIZE REcOMMENDATIONS) @ COMPACTED SUB-BA~ IF REQUIRED fSEE SOILS REPORT FOR SIZE Rfa,uMMENDATIONS) © r8~~~2°Jl>MSrJ&~~~~SEE SOILS REPORT @ CONCRETE -SEE PLAN AND FINISH SCHEDULE FOR COLOR AND RNISH (DEPTH AND REINFORCEMENT PER SOILS REPORT RECOMMENDATIONS) ®l---"E'--'X--'PA-"N--'-S"'-'"l-=-0-'--"N-=-J-=O=IN-'--'-T_-'-'N.=T.S, __ _ 1)(11-.n'-2 (}) TOOLED JOINT @ CONCRETE -SEE Pl.AN AND FINISH SCHEDULE FOR COLOR AND FINISH (DEPTH AND REINFORCEMENT PER SOILS REPORT RECOMMENDATIONS) @ COMPACTED SUB-BASE, IF REQUIRED (SEE SOILS REPORT FOR SIZE RECOMMENDATIONS) 0 COMPACTED SUBGRADE (SEE SOILS REPORT FOR RECOMMENDATIONS) ®r--H_A_N_D_-T_O_O_L_E_D_JO_I_N_T_N.r_.s. __ ,1/8' (!) 118" 1'11DE SAW CUT JOINT (v CONCRETE -SEE PLAN AND FINISH SCHEDULE FDR COLOR AND FINISH (DEPTH AND REINFORCEMENT PER SOILS REPORT RECOMMENDATIONS) @ COMPACTED SUB-BASE, IF REQUIRED (SEE SOILS REPORT FOR SIZE RECOMMENDATIONS) (D COMPACTED SUBGRADE (SEE SOILS REPORT FOR RECOMMENDATIONS) _111 II 9, '-'-I' "-l==t'fl==l-tt.-,"l" ....... : · .; .,-. -4• . . • ., . ,-.... .. '. --. -..... --~-. 4 ,_ .· ... ~111 11 · • • • .li-,,-,-~...,.i.,...,.~-+ I 1= ·. . • .... · --I , 7 =_ -~ ; .• ~·-~·-·.·. 1111111111111111 ~I I ~~ill~~~::~~=~' 2'-0' CD POURED-IN-PLACE CONCRETE PLANTER WALL @ 1" RADIUS ON TOP EDGES, TYP. @ 1.4• x 2" REVEAL (D EXPANSION JOINT WITH JOINT SEAi.ANT. @ FINISH GRADE NOTE: @ COMPACTED SUBGRADE (z) CONCRETE FOOTING @ WATERPROOFING (CONTRACTOR TO PROVIDE RECOMMENDATIONS.) @ # 4 REBAR, 12" O.C. BOTH WAYS @ PLANTING AREA CONTRACTOR TO CONFIRM PRECISE FOOTING SIZE AND REINFORCEMENT REQUIREMENTS WITH SOILS ENGINEER AND SUBMIT FOR APPROVAL PRIOR TO COMMENCEMENT OF WORK ®r--_C_O_N_C_R_E_T_E_P_LA_N_T_E_R_:Sc.......E_A'-".TW...:....::..:..A=L=L _ _:_:;_N·T=.S·:,.__ __ _ 6' 2 © l'o +---+-H-:__=+++=_ · ~ ·_. _· II I I I 111 11 ,ill,. ,WI, 11111111 ~ ~~ G) CONCRETE MOW CURB (2000 PSI NATURAL GREY CONCRETE 1'111l1 SMOOTH TROWEL FINISH). (D #3 REBAR PLACE IN BOTTOM 1/3 OF CURB, OVERLAP BAAS 8' @ SPLICES & TIES. @ 1/? RADII (TYPICAL) © FINISH GRADE: 1' IN TURF AREA & 2' IN SHRUB AREA @ COMPACTED SUBGRADE 'CONTROL JOINTS AT 15' O.C., EXP. JOINTS AT 1ID O.C. ® 6" MOW CURB 3' G) 3' RADIUS TURNS, lYP. © 1-1/4' DIA. ROUND TUBULAR GALVANIZED STEEL HANDRAIL. © CORE DRILL AND QUICK SET POST 0 EXPANSION JOINT © FOOTING & REINFORCEMENT (PER SOILS REPORTS). N.T.S. NOTES: APPLY ONE COAT PRIMER AND TWO COATS OF EXTERIOR GLOSS PAINT TO ALL EXPOSED SURFACES. COLOR TO BE APPROVED BY OWNER. HANDRAILS ARE REQUIRED FOR ALL STAIRS WHICH HAVE THREE OR MORE RISERS. HANDRAIL SHALL BE SET IN CONCRETE. THERE SHALL BE NO HANDRAIL IN DIRT. SEE PLAN FOR HANDRAIL LOCATION($). © COMPACTED SUB-BASE PER CIVIL PLANS. 0 ADA APPROVED TOOLED WARNING GROOVES. 2' WIDE & 1' FROM NOSE. © 2%SLOPE 0 SEE PLAN FOR NUMBER OF STEPS @ LENGTH OF TREAD + 12' @STEPS & TUBULAR STEEL HANDRAIL N.T.S. © ACCENT PAVING FINISH SCHEDULE SYMBOL 0 0 © 0 0 © 0 0 0 ® ® DESCRIPTION ACCENT PAVING (INSIDE FIELD) ACCENT PAVING (OUTSIDE FIELD) ACCENT PAVING (BAND) PAVING & STAIRWAYS RETAINING PLANTER SEATWALL MOWCURB BENCH TRASH RECEPTACLE PICNIC TABLE BENCH PAD TRAIL HEAD ADL L PLANNING -----< ... ASSOCIATES •11• LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S B A D, C A. Q 2 0 0 8 (760)729-8637 FAK:(780)729-8324 DATE: !., ·\'l-04 SUBMITTAL, f,.,._.,l · , SUBMITTAL JOB NO: 20322 SCALE: N.T.S. DRAWN BY: ADL/TG/CE • 1 n1r1 , , lUl. i ,,. . -/-~ .:,·~-·7:/~llJI 3 0 MATERIAL NATURAL GRAY COLORED CONCRETE. NATURAL GRAY COLORED CONCRETE. NATURAL GRAY COLORED CONCRETE. NATURAL GRAY COLORED CONCRETE. TBD i,• X 6" NATURAL GRAY COLORED CONCRETE. DU MOR, INC. BENCH 93-60 DU MOR, INC. TRASH RECEPTACLE 107-22 TBD NATURAL GREY COLORED CONCRETE DECOMPOSED GRANITE FINISH HEAVY SANDBLAST FINISH LIGHT BROOM FINISH TROWEL FINISH TROWEL FINISH TBD TROWEL FINISH BRONZE POLYESTER POWDER COAT. BRONZE POLYESTER POWDER COAT. TBD TROWEL FINISH CD INSIDE FIB.D ® OUTSIDE FIELD @BAND @ EXPANSION JOINT (TYi') @ SAW CUT JOINT (TYP) @ PLANTER (z) SIDEWALK (NOT A PART) @ SEE PLANS FOR RADIUS DIMENSIONS NT.S. COMMENTS SEE ENLARGEMENTS FOR SCORE PATTERN SEE ENLARGEMENTS FOR SCORE PATTERN SEE ENLARGEMENTS FOR SCORE PATTERN AVAILABLE THROUGH: THE WAKEFIELD COMPANY (949) 552-1130 AVAILABLE THROUGH: THE WAKEFIELD COMPANY (949) 552-1130 "AS-BUILT " ____ EXP. ____ DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. REVIEWED BY: INSPECTOR DATE I SHSET I CITY OF CARLSBAD LlLl PLANNING DEPARTMENT 9 LANDSCAPE CONSTRUCTION DETAILS AND FINISH SCHEDULE FOR: CARLSBAD OAKS NORTH ~~ ~ lo-Z7-0'/ ASSISTANT PLANNING DIRECTOR DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: C.T. 97-13 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: 415-9L w Cl) < ::c ~ c.. ::c I-• a: .. 0 ~ z ~ < I 0 \J) 0 a§ "' ~ a: j 8 ~~"' ' ~ GENERAL CONDITIONS 1. PROTECTION OF LIFE AND PROPERlY CONTRACTOR SHALL PROTECT ALL CONSTRUCTION AND LANDSCAPING FROM DAMAGE AND, WHEN REQUIRED, PROVIDE GUARDS OR COVERING. ANY DAMAGE SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. CONTRACTORS ON THE JOB SHALL CARRY THE FOLLOWING INSURANCE: (1) WORKER'S COMPENSATION, (B) PUBLIC COMPREHENSIVE GENERAL LIABILllY, AND (C) PROPERlY DAMAGE, IN AN EMERGENCY THREATENING THE SAFElY OF LIFE, WORK OR ADJOINING PROPERlY, THE CONTRACTOR IS HEREBY INSTRUCTED TO ACT AT HIS DISCRETION TO PREVENT SUCH LOSS OR INJURY AND SHALL MAINTAIN THE FOLLOWING MINIMUM LIABILllY INSURANCE COVERAGE DURING THE CONTRACT PERIOD. COVERAGE BODILY INJURY $250,000 PER INDIVIDUAL, PER OCCURRENCE PROPERlY DAMAGE $100,000 PER OCCURRENCE, AGGREGATE 2. THE CONTRACTOR SHALL CAUSE TO BE NAMED AS ADDITIONAL INSURED IN SUCH CONTRACTOR'S PUBLIC LIABILllY. CONTRACTOR'S PROTECTIVE LIABILllY AND AUTOMOBILE LIABILllY INSURANCE POLICIES THE FOLLOWING: (A) CARLSBAD OAKS NORTH PARTNERSHIP LP, P.O. BOX 80036, SAN DIEGO, CA 92110 (B) ADL PLANNING ASSOCIATES INC., 2979 STATE STREET, SUIT C, CARLSBAD, CA 92008. 3. CONTRACTOR SHALL NOT CAUSE THIS POLICY TO BE CANCELLED OR PERMIT ITTO LAPSE, AND THE INSURANCE POLICY SHALL INCLUDE A CLAUSE TO THE EFFECT THAT THE POLICY SHALL NOT, AT ANY TIME DURING THE CONSTRUCTION PERIOD, BE CANCELLED OR REDUCED, RESTRICTED OR LIMITED UNTIL FIFTEEN (15) DAYS AFTER ALL ADDITIONAL INSUREDS HAVE RECEIVED WRITTEN NOTICE AS EVIDENCED BY RETURNED RECEIPTS OF REGISTERED OR CERTIFIED LETTERS. 4. THE CONTRACTOR AGREES TO HOLD THE OWNER AND LANDSCAPE ARCHITECT HARMLESS FROM ANY CLAIMS ARISING OUT OF HIS OPERATIONS OR THE OPERATIONS OF ANY OF HIS SUBCONTRACTORS, MATERIAL SUPPLIES, OR AGENTS. 5. ALL 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 CONTRACTOR. 6. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS AND THE CIVIL ENGINEERS IMPROVEMENT PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER OR LANDSCAPE ARCHITECT IMMEDIATELY AND PRIOR TO COMMENCEMENT OF WORK IN SAID AREA. 7. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILmES AND FEATURES TO REMAIN ON, AND ADJACENT TO, THE PROJECT SITE DURING CONSTRUCTION. CONTRACTOR SHALL REPAIR. AT HIS OWN EXPENSE, ALL DAMAG~ RESULTING FROM HIS OPERATIONS OR NEGLIGENCE. 8. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING AND;/OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 9. PERMITS FOR ANY CONSTRUCTION DEPICTED IN THESE PLANS SHALL BE OBTAINED BY THE CONTRACTOR. 10. CONTRACTOR SHALL HAVE A VALID CONTRACTORS LICENSE REQUIRED FOR THE PARTICULAR WORK BEING DONE. CONTRACTOR SHALL NOT ALLOW THE LICENSE($) TO LAPSE DURING THE CONTRACT PERIOD. GRADING ANO DRAINAGE NOTES 1. ALL SURFACE DRAINAGE TO BE AWAY FROM ALL FOOTINGS, FOUNDATIONS AND BUILDING WALLS AT MINIMUM OF 2 %. 2. CONTRACTOR SHALL BE REQUIRED TO INSTALL AN APPROPRIATE SUB-SURFACE DRAINAGE SYS1EM SHOULD SITE CONDITIONS WARRANT. 3. SURFACE SLOPES SHALL BE A MINIMUM OF 2% TO DRAIN INLETS (WHERE REQUIRED). 4. SPECIMEN TREES SHALL BE IN PLACE PRIOR TO INSTALLATION OF ANY DRAIN LINE. DRAIN LINE PLACEMENT SHALL BE ADJUSTED AROUND TREES. 5. LAY DRAIN LINES WITH 1 % MINIMUM FALL FOR RIGID, NON PERFORATED lYPES, 2% FOR CORRUGATED lYPES. 8. ROUND TOES AND EDGES OF ALL SLOPES. CONTOUR SLOPES BETWEEN WALKS AND BUILDINGS. 7. REFER TO CIVIL ENGINEER DRAWINGS FOR ADDITIONAL GRADES AND INFORMATION. VERIFY ON-SITE AND REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFORE START OF ANY WORK ON THIS CONTRACT. 8. PERFORATIONS IN PIPE SHALL FACE DOWNWARD IN TRENCH. 9. VERIFY ALL INVERT ELEVATIONS AT PROPOSED TIE-INS PRIOR TO INSTALLATION. MAKE ANY ADJUSTMENTS AS NECESSARY TO ALLOW MINIMUM FALL FOR REQUIRED DRAINAGE OF LINES. ADL PAVING 1. CONCRETE SHOULD HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 P.S.I. AT 28-DAYS. 2. THE CLASS II BASE MATERIAL AND THE TOP 8 INCHES OF SUBGRADE SOILS SHALL BE COMPACTED TO AT LEAST 95 PERCl':NT OF MAXIMUM DRY DENSllY AT OR ABOVE OPTIMUM MOISTURE CONTENT, AS DETERMINED IN ACCORDANCE WITH ASTM TEST PROCEDURE D-1557-78, METHOD A OR C. 3. REINFORCING DETAILING SHALL CONFORM TO THE CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE', LATEST EDITION. 4. REINFORCING, ANCHOR BOLTS AND ALL OTHER EMBEDDED ITEMS SHALL BE SECURELY HELD IN POSITION PRIOR TO PLACING CONCRETE. 5. SPLICE CONTINUOUS REINFORCING WITH APPROVED TIES. 6. CROSS SLOPE WALKS AND PAVING 1 % MINIMUM, UNLESS OTHERWISE NOTED. 7. CONTROL JOINTS SHALL BE PROVIDED AT 5' INTERVALS OR WHERE INDICATED. CONTROL JOINTS SHALL BE SEALED. 8. WEAKENED PLANE JOINTS SHALL BE 1/4-INCH BY 1/2 INCH DEEP. 9. WALKS SHALL BE NATURAi.COLOR WITH MEDIUM BROOM FINISH UNLESS OTHERWISE NOTED ON PLAN. 10. FINAL STAKING AND LAYOUT OF WALKS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO POURING OF CONCRETE. REINFORCED MASONRY 1. CONCRETE BLOCK UNITS SHALL BE NORMAL WEIGHT AND COMPLY WITH ASTM C90, lYPE I. PROVIDE DEEP-CUT BOND BEAM UNITS. 2. RETAINING WALLS AND WALLS BELOW GRADE SHALL BE GROUTED SOLID. 3. ALL CELLS CONTAINING REINFORCING SHALL BE GROUTED SOLID. 4. IMMEDIATELY AFTER GROUTING, CONSOLIDATE GROIJT USING MECHANICAL VIBRATING EQUIPMENT. RODDING WILL NOT BE ACCEPTED. 5. MORTAR SHALL CONSIST OF ONE PART PORTLAND CEMENT, 31/2 TO 4 PARTS SAND BASED ON DRY LOOSE VOLUME, AND NOT LESS THAN 1/4 PART NOA MORE THAN 112 PART TIME. 6. GROUT SHALL BE 2,000 PSI MINIMUM, PROPORTIONED 1 CEMENT, 3 SAND, 2 PEA GRAVEL. 7. REINFORCING SHALL COMPLY WITH ASTM A615, GRADE 40. LAP 40 DIAMETERS. 8. ALL MASONRY SURFACES SHALL BE PAINTED WITH APPROVED GRAFFITTI-PROOF COATING, AFTER WALLS HAVE BEEN PAINTED SPECIFIED COLOR, PER MANUFACTURER'S RECOMMENDATIONS. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. PLANNING --- ASSOCIATES __ "AS-BUILT " ----EXP. DATE REVIEWED BY: INSPECTOR DATE LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C I SH6EET I CITY OF CARLSBAD ~ 1-----1---+----------------t----t---t---i----r PLANNING DEPARTMENT ~ 1-----1---+----------------t----t---t---i----r LANDSCAPE CONSTRUCTION NOTES FOR: \,►NOS C-4,o C A R L S B A D, C A. g 2 0 0 8 !q,~" •~-r-~ {710)729-8837 FAX:{760)729-8321 ;: ~ ~ DATE: IC· !0. · 04 CARLSBAD OAKS NORTH ~"::.!Qn_,-..L..JYt~h"L....,...,==-----h~7~~ ASSISTANT PLANNING DIRECTOR DATE w ~ ::c: a. ~ 0 z ~ (5 i ~ a: c3 • ' \ . . • ' \ I U MIT OF WORK '1 . '· '• --·---'"-, .... ., ..... , \ NOTE: \ ,_ ,_ , . . . '\ 2'2222 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. AOL - --o· 10' 20' 40' PLANNING 110' ASSOCIATES lll!l!!llli! 1. PLANS ARE DIAGRAM MA TIC AND APPROXIMATE. ALL PIPING, VALVE BOXES, BACKFLOW PREVENTERS, ECT., SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN ~~A ~~R1~s~~~E·s Gf~~fs v~~E~~E~o~~~LE. ~ye;~~~:£,~ LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S B A D, C A. 9 2 0 0 8 (760)729-8637 fAX:(760)729-8324 i -. r . 2'2' --, 202' TO ANG-LE POINT (SEE SHEET 8) ', ', \\ I \ ·,\ \\ \ N.T.S. KEYMAP "AS-BUILT t>~-,i-1/ INSPECTOR " DATE t-------J--+-------------+---1----l---1----I I SH7EET I CITY OF CAR LS BAD ~ PLANNING DEPARTMENT L2u ;==-'==========::::::::::::=====-'===~ LANDSCAPE IRRIGATION PLAN FOR: CARLSBAD OAKS NORTH DATE: '1.J" :3 04 2. FOR IRRIGATION DETAILS SEE SHEETS 29 -31. //ci?',_'½:5 ,,,~:'\1'i\ 4 4J if ,-l;-\\ 0 \I I //rfvY7 3. FOR IRRIGATION LEGEND AND NOTES SEE SHEETS 31 & 32. :i/i/-'. ' •~ 'i;\\~l\ tc•ac,a,_, F:\A' :,:;,.vr::N ~y'"'-~ ~/R:-~ I 4. FOR IRRIGATION CALCULATIONS, SEE SHEET 33. l : -,:~,--f!,-,,·b JOB No, ;c03:;2 i----t-----t-----------------1---1---l----1--___j PLANNING/:_':"?., .. _-." _, .,_, ,:;_ 0·A01·'C'j. w (/) <;; J ri: 5. FOR IRRIGATION SPECIFICATIONS, SEE SHEETS 34 & 35. ''{' /j.f1,·J::4-'l!,_~j< SCALE, "~ 20 DATE INITIAL DATE INITIAL DATE INITIAL . OWN BY: ___ • PROJECT NO. DRAWING NO.- L------------------•-----------------------------------------------------------~¾,:.'~C4:~l:J:!:,r:~:-~:~_*_/ ___ ~D~R~lcll~N~B~Y~• ::::::A~L~\L~/~f~G~/~C~E:::;;;;;;:::;;_~E:N:Gl:NE:E:R:O:F:W:OR:K::::::::::::R:E:V:IS:l:0:N:::D:E:S:C:R:IP:T:10:::N:::::::::::::!:o:T:HE:R:A:P:P:RO:~:L::::::C:l~::AP:P:RO:V:AL~::~:~W:K:g:~:~::~~ff~-::::::c::. T:.:::9:7:::1~3~~:4~1 ~5:-~9~L::~§ .J -I: (fl • I / I / f \ ' I DATE INITIAL ENGINEER OF WORK lr.::'.-x=r \ ._,-;,-- I!-;\'.·:. HP/fDSC\\.Pf, Gf~GUP VAL.\/C fi()X(S f:.,f.JD LOCATE iN Sr:RGB ARE ;\S V1,'HF.NEVt~R PGSSiBU'.:. <::;',,ir,;;::-Tc;;: •,,0 "•·-••·SSH DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL <:'P • DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: C.T. 97-13 415-9L UY I PLAf'JS fA,\GRlJA>J/,,T:C ,LJ;::-AP?RCXS1.~ATE. AU. PiP:NG, VALVE BOXES, 2ACr;7L<YN PRt:\✓EN1ERS, LC r, SHALL 6l u::c,'\ i'fTJ iN L1f./DSG.CPE A:it:J<;, :\O IRR!G/\TiON EOU;PM[};T S: .. l,\L.L BC LOC.\TCC: iN ·•·H~ HARJSCAFE. GROUP \'AL'✓::: er.:;-;:<ES A\C LDC.ATC IN :;;.;i?;,.,;;:? l8f',\~; lh+1rw::vr_::.;, ..,~,:::,ss:;:~:_F 40' ADL PLANNING ASSOCIATES : /\ N N G ARCHffS:CTURS: STPEET, CA. APL/lG/CE SU;TE C DATE INITIAL ENGINEER OF WORK APPfiO\/ED F()Fi PLi\NTING 1\i'JD IRFUG,t\Tl()N 01\JL'(, iNCLlJ!JlrJ(3 PRE{)!S LOCATIONS OF F'Ll\NTll\!Ci AFtE::\S. DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL I/-! ., 'I I '! "AS-BUILT " /4~ LI.I DATE ~ ,,:t: n. INSPECT DATE I SHgET I CITY OF CARLSBAD ITrJ PLANNING DEPARTMENT 9 LANDSCAPE IRRIGATION PLAN FOR: CARLSBAD OAKS NORTH I Pl.ANNING [20~ ~i9' I DA10: . ' ' DWN BY: ' PROJECT NO. DRAWING' NO. CHKD BY: RVWD BY: C.T. 97-13 415-9L ,! i I I I I I ··-.,"'\. ',,"\ \ . \ \ \\, \\ \ l/4"' tc.r:-;=:: \ =.1-i,,,,, \ \ 201?>' FL..Of~ £/::N.SOR SHEET 39 FOR \ .. :~ DATE INITIAL DATE INITIAL ,c\DL/ fG J CE ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL F'.?!NG, VALVE oo:~:cs, 8ACK:'LOW PRCV£Nl[RS, ECL. SHALL Bf. LOCATED it'>~ LA~DSCAPE AREAS, l\lJ 8R!GA TiON EQU!Pt>,~ENT SHALL 2E LOC.'\ T'-:D i~ T'4E H.tRC::-CAPE, G:{OUP V/•.L.. Vt-20XES AND CITY OF CARLSBAD PLANNING DEPARTMENT DATE DATE ~ LQU CARLSBAD OAKS NORTH DWN BY: PROJECT NO. DRAWING NO. CHKD BY: __ _ RWID BY: C.T. 97-13 415-9L I I ' ~ -~ 0 • a -0 ""' r j /fl I ' / I I I I ! h ·-···"""~- ··\, ?Lf,NS /J;;:· DiAGRAMMA nc ANJ ,\PPRQXiMA 1 E ALL PiPlt~G. VAL\'E BOXES. 8ACKfUJ'# PRE'✓ENn:r,s, ECT., SHALL BE LOCA7ED iN LMI/DSC/JJ'>E AREAS. t-,;Q }~f~:G>,,'!'V)N EQlYP1lCNT Sf-it\L.L tJE: L.OCATr::o jr-.,i THE HARDSCAPE, Cf\OUF VALVE BOXES /\hl) L.(Y~,\-'"E '''/ SHRUB ARf.AS WHe~f\/EF: :-'10SS!8LL El_ f3UERTE STREE-r· ,..,,r.,,r/ I~~• POC, RELOC,ATED TO1 5HEE;1:.. 8_.:-\i _ -,. ... , APPFlOVED FOR PLt\NT!N(, AND IRR!G1\TIOl'J ONLY, INCLlJDll'JG PRFC!SF LOCA"rlONS OF PLAl'frl~JG AREAS. o' 10' 20' 40' AOL PLANNING ASSOCIATES __ LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S B A D, C A. 9 2 0 0 8 (760)729-8637 FAX:060)729-832' / \'"-',-,';,,.,,..,.; ,IT , (. ,1 > •' ' '4 ;::✓-,J 0::::;~-::•:-~ .. M -• --,,;,~":t"' IIS' m ' ' e:~ . .L.c::J AP "AS-BUILT ~- REVIEWED BY: 1-14, l,. l:1\-iit INSPECTO uTI CITY OF CARLSBAD 1 PLANNING DEPARTMENT LANDSCAPE IRRIGATION PLAN FOR: CARLSBAD OAKS NORTH DATE DATE ~ UL] 9 0 z ~ ~ ~ DATE: 10-18 -04 SUBMITTAL: FINAL SUBMITTAL JOB NO: 20322 ~===::===::==================:::;~==::==:==~=~ I -PLA-NN-ING-fZ~~=-;:.+,,,c-.~"-"' .. =.· •.. _:;,, •.• ="'~· --fft1(·' I ~ SCALE: 1 " = 20' DATE INITIAL DATE INITIAL DRAWN BY: ADL / TG / CE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: PROJECT NO. DRAWING NO. ~~g ~~; C.T. 97-13 415-9L !O 0 ' :.) --• I I \ NOTE: 1 PLM-6 AR[ D'.1\GR:\M~A;\ TC AND APPROX'.\'\ATE. ALL PIP\!✓G, V.h;L\JE: 80Xf:~S, 8AC\Fl..1_;"A/ PRFVEJfiFRS, £:GT, SHA.LL 8E LOCATED lN U~NQSCAPE /\REAS, NG :Rf\iGATiCN EQUi?MENl -SHl-.LL 8E LOCA lED ,N THC HAW)SCAPC. GRQt,;F; \1A!...Vf: CCXP'; AND Lor:A-: E ih! SHRUB AREAS ·t/HENEVER POSSiB:..E. APPROVED FOR PLAf'.Jl"l!'J<3 AND !RRIGAT!Or,J ONL'{, INCLUDING PRECISE I ('CAT. l()l\1S ()F"' c,l. Ai\ry··1 1\"'";,, A. RFA· c -,,,; .J ... ! h . ! ~ !~ P4l,;:l , .. ,. ,;J, ADL I PLANNING ----J!!!•IM ASSOCIATES ===- LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S B A D, C A. 9 2 0 0 B (16D}7!9-86JI FAX,(160}729-8J!I DATE, 10-18-04 SUBMITTAL: FINAL SUBMITTAL JOB NO, 20322 SCALE, 1" = 20' DRAWN BY, ADL / TG / CE DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL "AS-BUILT 2,~-?/-1/ REVIEWf9 BY: I~\ C:r-~~t- INSPECTOR " DATE Lill CITY OF CARLSBAD ITL] 2 PLANNING DEPARTMENT 9 LANDSCAPE IRRIGATION PLAN FOR: CARLSBAD OAKS NORTH I r9~?flk g/4/4., I ,, . ~.:. PLANNING r··· DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: C.T. 97-13 415-9L RW/D BY: (0 0 I ",J • " T I ! . ?LA.NS AP[ 0:/"i>.?R,'\',A;./,A T:G .-½\'D A.PP?O/J1c1A. lL.L PiF'eNG, VAL.VE SCXES, BACK.FLOW PhEVtJ>JTERS, ECT., SHAU_ SE LOCA :ED :N LANDSCAPE AREAS. NO ·RR:C.\'":''10N :::<)VPME\!T ~J:i/\LL 82 :_ocA !TC t[·J ' / ! i 7 t(EYiVlAP / ADL PLANNING ASSOCIATES __ LA N D PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S B A D, C A. 9 2 0 0 8 (710)729-86J7 FAX,(760)7!9-8321 DATE: 10-18-04 SUBMITTAL: FINAL SUBMITTAL JOB NO: 20322 SCALE: 1" = 20' DRAWN BY: ADL / TG / CE i / / / / ;I illl ~ 16 APPl10VED Fon PLANTING i\l'JD IRRIGATION ONLY, INCLUDING PRECISE LOCAT!Oi'JS C)F PL~NT!NG AREtC\S. "AS-BUILT " ~ REVIEWED BY: rr--.:f ( tr· ~~..,it INSPECTOR DATE ~ CITY OF CARLSBAD ~ t---------+--+----------------+---+----+---+------< L1lJ PLANNING DEPARTMENT ~ 1-----1-----+----------------------+----+----+---+-------i U\NDSCAPE IRRIGATION PLAN FOR: CARISBAD OAKS NORTH f----+---+--------+----+----+---+----l I --._ s:?~ •JU _ PLANNING __ 7-~ . '-'Y f . DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DATE INITIAL DATE INITVIL OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. C.T. 97-13 DRAWING NO. 415-9L -:t: ()\ -~ • -&:, t r 1 r - ·' r UJ w 'L F'Lt.,t(S ARE D:?-/3RFJ.,~MA:'JC t,.Nr; tPPROiQ,tATE. ALL ?;r,;rJr;, VA.i"Vf e.10XFS, 13.A,Cl<Fl .. i.J·N PRt'.VE:NTFHS, EGT., SHALL 8£ ~OCATED :N U\t·,\0SC.-'\PE: ARL\S. \U iRK1GATIDN LQUt?t0.El<'·; SH/\~L m: LOCATED .N I J B51' 2'..2' I AOL PLANNING ASSOCIATES~~ LA N D PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S 8 A D, CA. 9 2 0 0 8 (760)121-8637 FAX: (710)12 9-8 321 DATE: 10-18-04 SUBMITTAL: FINAL SUBMITTAL ------·············. ----·----... • A□1 ·i1QVEO FO 1 Pl ANTINr' ANr1 , r, 1 . f. ... 1 . -i 1 _.., IRRIGJ\'TIO!-J ONLY. ii'4CLLJD!l'JG PRECISE: ' I L()(~ATIONS ()F PLANTING AF1&'\S. I DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY AFPRWAL "AS-BUILT z~~ . "L· I/ I REVIEWED BY: 11.i{. ( <-T· E::ll.#'it INSPECTOR " DATE ~-~~ DATE llij 4 CITY OF CARLSBAD ~ 9 PI/\NNING DEPARTMENT 1/\NDSCAPE IRRIGATION PI/\N FOR: CARLSBAD OAKS NORTH . y'~;;-:_:~~ , i?i/41 PLANNIN · ~ DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: C.T. 97-13 415-9L w (J') <( :::c LL !Iii !ill NOT[: 1, ;::,\ .. AM: A.FE ,J:AG:tA\<1M/\T!C !\:'D APPF::GXiMAT!:. AU. PiP!NG, Vl,L\fi,_ 80XES1 8ACKFHJW PKE. \'£NTEi~S. E.CT,, S~ALL 30:: LOCA !TD \N ~ANDSC.PP£ />REAS. NO :RR1GA TlON CQU:PMENT SHALL 8C L.OCATED IN 1'HE HARDSCAPE, GROUP 'J/c_LVC BOXES AMD LOCA'!E iN SH!~UB ARt.'AS \\'HU·,if:"VF'~ PCSSi!3L[. SEJ':.. SHEE :· 33. IR N fflfflaaa••••ffl••••~ffl•••~~fflffl~fflffla~~ MATCliL!NE -St~E SHEE~r 14 / 1.48' ' ) ,,-H-~.-J ~ -~---~,,.~ ~ ~ ~ ~ ~ :_,/,,~•$:,, () (/) ' :c: li FOfl!. -, rr, AOL PLANNING ASSOCIATES __ LA N D PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S B A D, C A. 9 2 0 0 8 (760)729-8637 FAX,(760)129-832< DATE, 10-1B-04 SUBMITTAL, FINAL SUBMITTAL JOB NO, 20322 SCALE, 1" = 20' DRAWN BY, ADL / TG / CE ii !ill ~ g !l!I ~ g- ro ;ill '"" ~~ LU g II' --------!!("" :c ~ (/) ------------- 1\PPFIQ\/Ei) FOF:t PLANTII\JG At-JD 1Fifllt3J\fll)I'~ 01\JLY, INCLU[)ING PRE(::!SE LOC;\"flOt-JS OF PLANTINC3 AREAS. 15' I I "AS-BUILT ~--,1-11 INSPECTOR " 7-~·tf'/ DATE DATE 1-----+--t---------------+--+----+--+-------1 ~S CITY OF CARLSBAD ~9 Ll2_j PLANNING DEPARTMENT l_2U ;:====:'...'.:::::=========----'=:::::::::::::==: CARLSBAD OAKS NORTH DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE DATE INITIAL OTH£R APPROVAL CllY APPROVAL DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. C.T. 97-13 DRAWING NO. 415-9L 0) 9 --------------------------------------------------------------------------------,--------------------------------,1~:J 3 . . I i Nore: 1, PLANS Ai~t JL:\GRAMMATlC ;:..NO AF'PROXtM,,; TE. J,:.,; __ PfP:~W, VALVE BOXES, BACKFLOW PREVCNTERS, ECT,, SHA.i.L 8E LOC~ TEO iN L\NDSCAPE /\REAS t-;o iR::.H?ATlON FQU!P¼FNT SHALL BE' LOCATED ;N TH£ HARO-SCAPE. Gl=?OUP \'ALVE BOXES AND U)CA[L it~ SHRUB fa.REA.$ WHENEVER POSS:9LC. 2, FOR JET /\P_ S, SEE SHEETS 2:9 .5. FOR iRRtGATION SPECiFiC/•:tor'>lS, SEE SHEETS 54 & J>-l'-IDS C,1 ~-LAW u.J C> I-:I: (J) ---; " ~~~~!:~!:~~: ,-,., 2979 STATE STREET, SUITE C C A R L S B A D, C A. 9 2 0 0 8 (760)729-8637 fAX:(710)729-83!1 DATE: 10-18-04 SUBMITTAL: FINAL SUBMITTAL JOB NO: 20322 SCALE: 1"==20' DRAWN BY: ADL/TG/CE DATE INITIAL DATE INITIAL DATE INITV\L ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DATE l ! ! I / i ! CARLSBAD OAKS NORTH DWN BY: __ _ PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: C.T. 97-13 415-9L 0 mi 1111 !ii ill! illi kOTE: iRRIGATION ,6J-.;D NtTiF..S SEE 4, \OR !RR!GAT!ON CAL.CUU\TlONS, SLE SH[ET .:y;:, J, FGf~ iRR!GAT!ON SPEClFlCAT\Ct~S. SEE 5HEETS .}~ & J5, < ,.,., 1-- (/) <.'.) J>-~DSc c;)· l.At AOL PLANNING ASSOCIATES __ _ l!I LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S B A 0, C A. 9 2 0 0 8 (76~7!9-86ll rAX:(760)719-8321 DATE: 10-18-04 SUBMITTAL: FINAL SUBMITTAL JOB NO: 20322 SCALE: 1 " = 2fJ DRAWN BY: ADL / TG / CE " DATE KEY ,L\P REVIEWED lY: 114 l-r· ~\.tff: INSPECTOR DATE CARLSBAD OAKS NORTH ~ s.= I ~-mu ~,1 LL===~t===t==========================~====t===~F===f==~ -PLAN-N-IN<y'-7'_ ~~""""-q...-,f--.!..-'!C.-"'--~--DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BBYY:__ C.T. 97-13 415-9L RVWD : DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL '3' -_. • ...Q ~ r ~ 1, PLANS ARE G!AGR>,V,MA 7C ANO APPRO)ti.-!ATE. ALL ?!P!t✓G, VALVE BOXES, SACKfL(}N PREVENTERS, EC:T, SHALL 8E LCCA TED lN LAM)SC,e.PC: ARt:AS, NO iRRlGATiGN EQU:PMtNT SHALL BF LOCATED lN THE HARDSC/.\Pf:. GROUP V/11L'✓E BOXES AJVD '.__OCATE lN SHRUB AREAS \VhENE\'ER :::0s(';:e; F. SUBMITTAL, JOB NO, SCALE: DRAWN BY: FINAL SUBMITTAL 20322 1" = 20' ADL/TG/CE I ' LOT 6 I SHECT 18 CITY ?-CAR SBAD PLANNING DEPARTMENT :_A.NGSCAPE IR/{iGATDN PLAN FGR: CARLSBAD OAKS NORTH I ! ,. ' ~ l__Q_9_J 1---+---t--------+---+---+---------t-----i l---,-----PI.AN--NIN=-Gf:/4~ry~· +"?£<'-""".·"'--"':"""--: ---------'~/46:r I DATE INITIAL DATE INITV-L ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CllY APPROV.Af... DWN BY: __ _ CHKD BY: __ ~ RVWD BY: PROJECT NO. DRAWING NO. C.T. 97-13 415-9L (\I 'f"""' t «-''"'' ,,,.,,1 ..l: -u' • -'.\ r -<P t j L(JT4 APPROVED FCJR PLi\NTING 1\ND lflR!G,\r!Of\J ()rJLY, lt-Jc:LtJDIN(3 PREC!SF . LCJCA"fl(JNS OF PLAN'f!NC~ ARE,£\S. ,.,_, ,-... (/) 1>.t-lDSC • LA.If ,...----,. 40' AOL PLANNING ASSOCIATES __ LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C CARLSBAD, CA, 92008 (160)729·86)1 fAX:(ll~ll9·8l!4 DATE: 10-18-04 SUBMITTAL: FINAL SUBMITTAL JOB NO: 20322 SCALE: 1" = 20' DRAWN BY: ADL/TG/CE Lo1· 7 "AS-BUILT " '2 EXP. l'-J.T.S. KEY AP REVIE, rY: f1 , . <-r-E:ll-ei}- INSPECTOR DATE fsITT'?l CITY OF CARLSBAD ~ t====t===t==========================F====t===~~===f==~ ~Llij='=9~~==PLA=NN=IN=G=DE=PA=R=TM=E=N=T ===-=L2Lj::::::::::9= CARLSBAD OAKS NORTH DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CIT'f APPROVAL I : l ---1-_'-'---, 1 ?tPi:\G, VALVE 80XES, JP.CKFL(/N s::•;ZE\ffJ,i'fERS, ,::c·r,, S\>iALL 8[ L.OCATFi) \1·,J LA);'i1S~APE AREAS, NC ti'\R1GA'""<)N Enu:c.::1✓.c:NT SHALL (·:ff.: L".)CA't[f::} :'\; TF"': !-\/1_Ri'.:~SC.A.Ff: G½:(tUC V/'i., VE BCY.ES t,Nf) ( 12 STATION) :'<J"-lNMASTF;R ,"-SSEMBLY M, O""Fi ti 1'<"'1"": '?F"'--"'"' ,,,,..u.,. .. --,-_,, , 1 i~1,i._,,_,.,,,,~ .;.:;r~· GONTR,t\CTOR TO EXTEND EXTRA i\iFU:5 (CONT:'Z/"1C,TOR TO, SE:Cl.JRE SDt!> 4 !': TO Tit'!O FURTHF:ST VAL'ft:S r,.\-.\DSc4 . LA Q:' 1l LIFOR~ () I ---1 ,.,.., 40' • -~--,- ---1?JV AOL PLANNING ASSOCIATES __ LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S B A D, C A, 9 2 0 0 8 (760)729-!lll F!X:(760)729-6321 DATE: 10·18-04 SUBMITTAL: FINAL SUBMITTAL JOB NO: 20322 SCALE: 1" = 20' DRAWN BY: AOL/ TG ICE DATE ,,., -1 ' --~hi/// {7 -·--"·\c"-- APPFlOVED FCJfl PL,"NTll\lG 1\ND !r1RiGAl"IOt.J ONt.Y, INCLUDl~.JG Pl1EC!SE LOCt\TIONS OF PLAN"flNG AREi\S. INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CllY APPROVAL h'-'4 V ,-·~ ---·-}·, - " DATE REVIEWED rY: 11.:) L c:'.T. ~'-"fr INSPECTOR DATE CITY OF CARLSBAD ~ L2LJ PLANNING DEPARTMENT Li\NDSCAPE CARLSBAD OAKS NORTH OWN BY: PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: C.T. 97-13 415-9L ' ,, ---~------- I NOTE: .. PLANS Af~E Di A.GRAMM A TIC ANO AP?ROXiMA TE, ALL PIP_lNG, VALVE 8DXE:S., 3ACKF"LOW PREVENTERS, ;~er., SHALL 8E LOCATED iN LANDSCAPE AREAS, f'{(; H~R:GATO'.i EQU;Pt.,1ENT SHALL BE LOCATED iN THE HP-.RDSCAPE. CROUP VALVE BOXES ANO i,OCA TE SN SHRUB AREA.$ ViHE.NE''iER POSSi8LL LOT? r , AOL PLANNING --- ASSOCIATES __ LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C CARLSBAD, CA. 92008 \..~l-\DSC,4,,:, ,:;> O· LA•s ~ {780)/29-8837 fll:{760)/29-1321 "AS-BUILT ~~-,L-J/ REVIEWED BY: 11--~ -( <.:r-~ll--J\: INSPECTOR " 7·-?l ·IJ1 DATE DATE i--------t--i-----------+---+--+--+--l ~l CITY OF CARLSBAD ~ ~Ln_J::::::::::':::::::'....':::::==:::::P:::LA:::N:::Nl:::N::::G :::::D:::E::::PA::R:::TM::E::N:::T==::::!._!~=::::::9~ LANDSCAPE IRRIGATION PLAN FOR: CARLSBAD OAKS NORTH Q:(VJ~' "/'1) DATE, 10-18-04 , ~ ~ ~! 'i: SUBMITTAL, FINAL SUBMITTAL i----i---+----------------+--+--+---l---11-----7'Y:~==· ::+c~I=-··· -"'. :,:~_,,,=··,,,-::_ ___ _:~fa, I l ~ \. 7~-~-,_, ',ii JOB NO, 20322 i---,---i------------------,f--------1---+------l-------l L;:;;P~LA;;;N=;NISSNG~?==~=:::;,:=-=~~~~~==:;;:;==D=A=TE'=:::::· v *-,a *' scALE, 1" = 20· DATE INITIAL DATE INITL'IL DATE INITL'IL rDwN BY: ---PROJECT NO. DRAWING NO. C,4liFGRl"\I'-DRAWN BY, ADL/TG/CE ENGINEER OF WORK REVISION DESCRIPTION CHKD BY:___ C T 97 13 415-9L t0 .. ----------------------------------------------------------------------------==:::. ____ .::::::::::::::::::::::::::::::::::::;:;...!:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::O:T:HE:R::A:P:PR:O:VA:L~:::Cl:lY::A:P:PR:O:VA:L~::RI/W::D::B:Y:: ::::~::::~•~•::~::~~~~~~~~J '";: ,,J lj,," I , !; l, 'I, s.: • I 1, Pi_,ANS l;K? 0 1.AGRAl,,::\~t.":!C AND AFPRO)<if·AAif. AU .. ;,.;,:?d~G, \1/< .. \/~ 20XES, BAC.KFi_ON P!?EVE.NTERS, f';;T., 3H,AL,'_ 0[ !~QCA-:£:0 i!\i LA\1DSCAPE Ar<CAS. NO :Rni::;A ":it_:N FQU!PVUrf SfL~U .. JC I ... OCATC) IN ~lT ,{\RDSGAPf.. G?0UP V,i\LVE 80X£.S ANS LGCJ\_·•·E :i,i S:hRU8 Ai~[:\S ~\,1·i~TF.VF'."i POSS18Ui. A A -----········ __ -······ __ ... ... ••..• -··u.Li· . ___ ,,_ r ; --···•"" 4-0' ADL PLANNING ASSOCIATES --~ • lliil I ; l-\PPROVED FOR PLt"'NTING ArJD IRF1IG1\ TIC)f\J (Ji'JL Y, lf\lCLUD!l'JG Pl1EC!SE L()CAT!OrJS OF PiJ\NTING f\REAS, DATE INITIAL DATE INITV\L DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL cm 2 I REVIEWED BY: / / ! f ! / h...:{-[ Cr ~I.Qi\- INSPECTOR I I / I \ I y I \ I / \ \ j / / ! / DATE $-Go-•'l DATE CITY OF CARLSBAD CTr] 9 PIANNING DEPARTMENT LANDSCAPE tftt?IGAT!ON PLAN FOF(: CARLSBAD OAKS NORTH I PlANNING ;9~13/L_ e/4,/411 DATE OWN BY, PROJECT NO. DRAWING NO. CHKD BY: C.T. 97-13 415-9L RW/0 BY: I' : ;f .. \!;_.LJ:: .. _ I .. 1. PLANS Ai!E DlA(;R.AiAMAT!C AND APPRGXlMATE. AU., PiP!NG, VALVE BOXES, 8/\CKFLOW PRE\l[NTERS, E.CT .• SHALL BE LOCATED :N L.ANDSCAPE AREAS< NO 1Rf~iGAT10N EQUIPMENT SHA.U. BE' LOCA:;·cD '.N T}-!E HARDSCAF'E, GHOUP VALVE 8CXES AND LOCATE '.N SH-9U8 _;\RE/\-S WHEN£ '✓tR !}OSS;B~r::. APPF10VF!) F()f~ PLAN'TiNG A.ND IRRIGA-flON ()I\JLY, iNCLlJDif\lG Pf:trCiSE LOCATl()NS OF PLAN'nNC3 1\REAf:L ---·-·, ' ' ,1 1 o' rn' 40' ADL PLANNING --- ASSOCIATES __ LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C CARLSBAD, CA. 92008 (710)729-86)7 FAK,(7I0)729-8J24 DATT:, 10-18-04 SUBMITTAL: FINAL SUBMITTAL JOB NO, 20322 SCALE: 1· = 20' KE'f AP DATT: INITIAL DATE INITIAL 'DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION \ < \ \ "10' 31' 2' 52' GI' <( LI- 50' 155' "AS-BUILT 2~--31-// INSPECTOR " DATE DATE Lill 3 CITY OF CARLSBAD UL] 9 PLANNING DEPARTMENT LANDSCAPE IRRIGATION PIAN FOR: CARLSBAD OAKS NORTH I PLANNINif-~ m/L-~J.:z, I DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: C.T. 97-13 415-9L p."' 'F" ' a..--------------------------------------------------------------------------------------------------------------------------------------------1 DRAWN BY: ADL/TG/CE OTHER APPROVAL CITY APPROVAL RVWD BY: • ' 212' j ' I NOfE: i ! ' i. PLAhS ARE DiAGR,4,!,}MAT!C ANO APP:.:.:ox:MAT[, ,,;U., P!PiNG, '/ALVt. GOlJ:S, 8ACKFLDW Pf~EVf:NTF.:RS, ECT,, SHALL BE LOCATED lN LMiDSCi\PE APE,1\$, NO thi"(!CAT10N E/YJlPMENT SHALL 8[ Ll)CA :·,:c ;s T;.;c l-lARD~':;CAPL GROUP VAt VF. qoxr-::s )\ND LOCA I iN ShRUB AREAS wrc~:-,;fvtR ' ; ;..-_ 15. FOR iRRiGATlON SP(CinC/\TiONS, SEE ShE£TS 3-4 & 35. LOTS i'"·--;:.~ ' !/ ' I I ' FUTURE LOT13 40' ADL I PLANNING ---111 ASSOCIATES ~--•-=r=rlla LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S B A D, C A. 9 2 0 0 8 (1!0)7!9-8831 fAX:(180)7!9-BJ!I OATE: 10-18-04 SUBMITTAL, FINAL SUBMITTAL JOB NO: 20322 SCALE: 1" = 20' DRAWN BY: AOL/ TG / CE 532' I I /' .--k.i ' " "AS-BUILT ~- DATE REVIEWED BY: 1"1--") I lr. ekft INSPECTOR DATE ~ CITY OF CARLSBAD ~ 1-------t---1-----------------+--t----t---t--1 Ll.4.J PLANNING DEPARTMENT l__ru 1-----+---+-------------+----t------t-----t---i LANDSCAPE IRRIGATION PLAN FOR: CARLSBAD OAKS NORTH DATE INITIAL DATE INITulL DATE INITIAL ENGJNEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY' APPROVAL DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. C.T. 97-13 DRAWING NO. 415-9L co "i"""" ' ~""""' •• J "-" • ~ r "10' 4' 51' 2'2'2'2'2' LOTS 215' NOlF: 1. PLANS A~·E G!AGR.:\MM-1.TIC AND Af~PROXtMA.:L. AU .. PIPJJG, VAL\lfC:: BOXES, 3.-\CKFi.J)W PREVEN';f:'RS, EGT, SH.A_Ll_ 8(:: Li:iCATEO IN L/1,\!DSC,'\FE AREAS. NO !RF<IG_/4._·.,-_.0N EQU:PMFJ'iT Sh::¾U ... (JC l.<)CA''.T''.> it-., THE H.A.i~DSC!\PE. GROUP ',JA,t,Vf. aoxES AND 2'2'2' APPl'.:{C)VED FOR PLANT!f\!G Af\JD !RlilG,£\TIC)l'J ONLY, !NCLlJDlt\1(3 PRECISE LOCATIONS OF f">LArJ'rlNG ARE,~S. AOL I .. PLANNING --~•• -·· ASSOCIATES ---■,11■■!!1 LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET. SUITE C C A R L S 8 A D, C A. 9 2 0 0 8 (110)129-8131 fAX:(710)119-8324 DATE: 10-18-04 SUBMITTAL: FINAL SUBMITTAL JOB NO: 20322 SCALE: 1" = 20' DRAWN BY: ADL/TG/CE N.T.S. AP DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTH[R APPROVAL CITY APPROVAL -- "AS-BUILT " f:fi.~-~l-1/ INSPECTOR DATE ~ CITY OF CARLSBAD ITr] 5 PLANNING DEPARTMENT 9 l.ANlJSC,!,PF, IF:RiGATlON PLAN FOR: CARLSBAD OAKS NORTH I PLANNING cc,77$~ 5>/4/421 DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: C. T. 97-13 415-9L w (f) <( J: tL (J) T"" I -------------------------------------------------------------------------------------------------------------------------.1 .. .! _c -"' ~ • .,S) ~ r j I NO"\C: !ii ;Ii I \ \ \ 1. r:LANS ,~'.'ff O!AG'iAMMA.LC AND APPi~OXiMAlL, ALL PiPiNG, VALVE 30XES, 8ACKFL.OW PREVENTER$, ECT« SHM.L 8t LOCATFD !N L.A.NDS(APE /.REAS. NO imfa~AT10N ~:()U\PME'NT SHALL flE. LDGATLD :N Tf-!E H/,.RDSCAPE, GROUP VALVE BOXES /\ND LOCA 1'E iN srr:v3 AREAS 'A}-H?-J~\'G( '?CiS$d'.:LE. / ··---./ 5.32' LOTS , I I ! f I ,:, ~~ " ()· LAW I-~ ~ :l'. Lt FOfl. ---, n-, '· \ I ~u ~-, e.,. ·-----" ~ ~-.-~ ~ --,,~.\ \ \ \ • ! j i / AOL PLANNING --- \ \ \ \ • i / ! I / I f APPROVED FOFt PtANTiNG J\ND IFlRIGATIC)N Oi'JLY. iN(~LlJf)ING PF{ECiSE LQ(;ATIONS OF Pl.i'.\NTING Aflf:AS. "AS-BUILT " (✓~~ INSPECTOR DATE ASSOCIATES __ _ LA N D PLANNING l---------+--1-------------r---r------r----r-~ ~6 CITY OF CARLSBAD ~9 l_1§_j PLANNING DEPARTMENT ~ ~====--'=====::::::::::::::=====-===i LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S B A D, C A. 9 2 0 0 8 (710)729-1137 FAX:(760)729-8J24 DATE: 10-18-04 SUBMITTAL: FINAL SUBMITTAL JOB NO: 20322 SCALE: 1" = 20' DRAWN BY: AOL/ TG /CE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION LANDSCAPE IRRIGATION PLAN FOR: CARLSBAD OAKS NORTH c;;; Zlve· PLANNING~7 DATE INITIAL DATE INITIAL OTiiER APPROVAL CllY APPROVAL OWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. C.T. 97-13 DRAWING NO. 415-9L LU ~ B.: - <I J) r 201' NO'fr~; , . PLA,hS ARE i);.A,,(/~AMM.4.T!C ,t,ND APPROXiMA.Tl, ,1,LL PIPING, VALVE BOXES. 8Aef(FLOW PREVCNTf.RS, ECT,, SH.ALL SE LOCATED IN LANDSCAPE AREAS. NO ;RRIGAT!CN EQV1P!o.-'\U~T SHALL GE LOCATED iN TH~ t·!Ji,R0'.::('.:APF. GROUP \/AL\J[ 2.0XES AND UJCA TE :N Sh;;us AR:£,~S ':W':t:NEVER P0SS13LE ,-~,r.;..·,:, _ __ c_v· •. ·,:_· i-N ll) /\PPROVFD FOR PLl\NTIN(3 AND IRRIGA"fl(JN ONLY, INCLUDING PRECISE LOCATIONS OF PLAN"TING AREAS. 20' 40' ii ! LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C CARLSBAD, CA. 9200B (760)7!9-86J7 fAX,(750)7!9-83!1 DATE, 10-18-04 ,,_, () I-:i: SUBMITTAL, FINAL SUBMITTAL I/ I 1/ i1 I V. 1 . I ' I I ' I ;R I ll) ~ Lill 7 "AS-BUILT /4#3L- INSPECTOR " 7-?,o-tff DATE DATE CITY OF CARLSBAD CTrJ 9 PLANNING DEPARTMENT LANDSCAPE IRRIGATION PLAN FOR: CARLSBAD OAKS NORTH --' -'------- (/) , -:;;~~2' --la -j 0-~~--~ ~ -~ = -'<:1• SCALE: 1"=20' ~-·- lhZwL e/4/4~ I PlAblHl,IG DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: C.T. 97-13 ENGINEER OF WORK REVISION DESCRIPTION RVWD BY: 415-9L OTHER APPROVAL CITY APPROVAL lJ F DRAWN BY, AOL/ TG / CE <;J L ______________________________________ __::::::::::, __ ..;;;;;;;;;::;;:;;::;;:;;::;;:;;::;;:;;::;;:;;~..:::::;;:;;::;;:;;::::::;;:;;::;;:;;::;;:;;::;;:;;::;;:;;::;;:;;::;;:;;::;;:;;:::::::;;:;;::;;:;;:::::::;;:;;::;;:;;:::::::;;:;;::;;:;;::;;:;;::;;:;;::;;:;;::;;:;;::;;:;;::;;:;;::;;:;;::;;:;;:::::!.J:J "'"--~--~ :!r ~ 0 co <( \ ------ -------- --~ --(/ TEMl"'ORARY' SL.Of"f! c --- \ I NON-IAAl<:,ATED HYD~EED MIX I -i--- --- I \ I \ ------------ ------ \ '----- \ \ \ \ I I I \ \ ' \ \ y--- 1 __ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. · i I : ! \ \ \ \ ------ I y i --- T I TEMPORAR'T" SLOl"'E NON-IRRl<:,ATED H'T"DROSEED MIX ----------- -4 6 o--------- '·"' i!: \ \ \ \ -~ ~------~-~==---o. r-=~--=---==F--===--===-.:::::-__:~==--===-=__:___:___----:-~ \ \ \ \ //\ ------Ol?t--·--------r/-1 -- NOTE: 1. PLANS ARE DIAGRAMMATIC AND Al"l"ROXIMATE. ALL PIPING, VALVE BOXES. BACKFLOW PREVENTERS, ECT., SHALL BE LOCA 1EO IN LANDSCAPE AREAS. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN THE HARDSCAPE. GROUP VALVE BOXES AND LOCATE IN SHRUB AREAS WHENEVER POSSIBLE. 2. FOR IRRIGATION DETAILS SEE SHEETS 29 -31. 3. FOR IRRtGA TION LEGEND AND NOTES SEE SHEETS 31 & 32. 4. FOR IRRIGATION CALCULATIONS, SEE SHEET 33. !5. FOR IRRIGATION SPECIFlCA TIONS, SEE SHEETS 3-4 & 3!5. ADL o· 10· 20· 4o· PLANNING --- _/ l i I / ----If!!::>, ---!I 0 - ) \ / I N.T.S. KEYMAP l1i! ..J 11'11 w " co mW w !Iii Cf) IIJ1. I ~w ~s 111/J ::c . (.) ~ ~ I'll! -== il "AS-BUILT EXP. REVIEWED BY: INSPECTOR " DATE DATE ASSOCIATES__ 1-----1----+------------i---i--r-----i-7~ CITY OF CARLSBAD ~ '.""""".:--:c:-;::----;::--;--:--;:;--;:;-;-;:;-;:; ~ PLANNING DEPARTMENT LlLi LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C CARLSBAD, CA. 9200e (780)729-8637 FIX:(780)72P-8324 DATE: 10-\~-04 SUBMITTAL: FtN,l.L-SUBMITTAL JOB NO: 20322 SCALE: 1" = 20' DRAWN BY: ADL/TG/CE DATE INITlAL ENGINEER OF WORK LANDSCAPE IRRIGATION PLAN FOR: CARLSBAD OAKS NORTH ~~~~~~4-=;:;;;;-----~~rO'/ ASSISTANT PLANNING DIRECTOR DATE REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL WN BY: CHKD BY,---i RVWD BY: PROJECT NO. DRAWING NO. C.T. 97-13 415-9L • - © d) BLOCKED TRUE UNION BALL VALVE (2) {Z) VALVE BOX -SEE IRRIGATION SPECS. @ @ FINISH GRADE (}) @) SLIP END CONNECTORS SUPPLIED PVC MAINLINE-SEE IRRIGA 110N SPECS. FOR PIPE DEPTH PEA GRAVEL, 2" DEPTH 4" WIDE BRICK SUPPORT, ONE PLACED AT EACH CORNER WITH VALVE NOTE: VALVE SHALL HAVE A MINIMUM OF 4" CLEARANCE FROM THE BOTTOM OF THE VALVE BOX LID, AND 2" MINIMUM CLEARANCE FROM THE BOTTOM OF VALVE AND TOP OF GRAVEL SUMP. r;;;:.r-B_A_L_L_V_A_L_V_E __ (_P_R1v_A_TE_A_R_EA_s_) _N_.T_.s. __ V BALL VALVE (D A£0\ICE1l PRESSURE PRINClf'l.E (ID F'ROM WA 1EFI! SOURCE BAct<FlOW PREVENlER ~ WYE SlRAINElt (L) PVC PRESSURE SUPPLY UN£. SEE SPECIACATIONS 0) BRASS RISER OR NIPPLE @ TRENCH DEP~ REFER TO SPEOFlCA TION AND © DETAIL B, SHEET 118 FINISH GRADE ® BRASS ELBOW (TWO RE0UlftED) ® ™"1!ADED BY SUP CCIJl'UNO ® INSTALL PE'R CMID ST~DARD DWO. W-20 @ ~ACKFLO~ PREVENTER NTS ;! -----6 If) HYDROSAFE ENCLOSURE, (SEE PLAN FOR SPECS) @ WITH A CERTIFICATE OF COMPLIANCE ISSUED BY @ FINISH GRADE MANUFACllJRER ENCLOSURE SHALL BE STENCILED WITH• "CITY OF CARLSBAD MEDIAN IRRIGATION" ~ IN 2 HIGH WHITE LETTERS ON STREET SIDE '-U OF STAINLESS STEEL ENCLOSURE. 110V. ELECTRICAL SERVICE IN RIGID CONDUIT SLEEVE TO POWER SOURCE PER LOCAL CODE. 2-3" DIA. PVC SCH. 80 LONG SWEEP ELLS FOR LOW VOLTAGE CONTROL WIRES & COMPUTER HARDWARE. {2) PEDESTAL MOUNT AUTOMATIC CONTROLLER, SEE LEGEND @ 1 /2" X 54" COPPER GROUND!~ ROD, CONNECT TO 11 OV. OUTLET PEI MANUFACllJRERS RECOMMENDA ON. @ ON/OFF DISCONNECT SWITH W/ 110V. GROUNDED OU1LET r.ij:" MOUNTING FLANGE W/ BOLTS TO BE SET IN 6" '(!.I MIN. THICK 2000 PSI CONCRETE PAD (ID INSTALL AUTOMATIC RAIN SHUTOFF AS PART OF CONTROLLER ASSEMBLY AND PER MANUFACTURERS RECOMMENDATIONS. @ CONTROLLER UNIT N.T.S. CONT-UNT2 - !OX PIPE DIA ~X PIPE DIA MI HIN UPSTREAM D01,/NSTREAM Q) FINISH GRADE ® PVC PRESSURE SUPPLY LINE (2) RECTANGULAR VAL\IE BOX (z) WATERPROOF CONNECTORS 0) 8" DIA CL 1 eo PVC SLEEVE @ CONTROL WIRE Wini 24" BOTTOM TO BE FLARED AND CONTACT EXPANSION COIL TOP OF PRESSURE SUPPLY LINE © l'LOW SENSOR, REFER TO PLANS FOR MODEL NUMBER AND SIZE ® 3/4" CRUSHED ROCK SUMP (ONE CUBIC FOOT) G) PVC REDUCING COUPLER (2 REQUIRED) (;:.'\. FLO~ SENSOR NTS ~1----------- G) 3/4" LATERAL (2) 3/4" QUICK COUPLER Q) LINE SIZE BALL VALVE ,----H--1 @ MAINLINE (SEE IRRIGATION PLAN FOR SIZE) (Q) SUBSURFACE LOCKABLE BOX © CROSS CONNECTION TE5T STATION Ccts © @ ® RECTANGULAR VAL\IE BOX W/ PURPLE LID s• DIA CL 160 PVC SLEEVE BOTTOM TO BE f'LARED AND CONTACT TOP OF PRESSURE SUPPLY LINE BALL VAL\IE Wini ROUND HANDLE fi1P X MIPT PVC ADAPTOR REQUIRED) PVC PRESSURE SUPPLY LINE (Z) ® ® 3/4' CRUSHED ROCK SUMP (ONE CUBIC FOOT) PVC SCH eo UNION PVC SCH 80 CLOSE NIPPLE 0 ISOLATION VALVE NTS N.T.S. "AS-BUILT " AOL PLANNING --- ASSOCIATES __ _ LAND PLANNING LANDSCAPE ARCHITECTURE :2.979 STATE STREET, SUITE C C A R L S B A 0, C A. Q 2 0 0 8 (760)729-8137 FAX:(760)729-BJ!I DATE: ID-ie -04 SUBMITTAL: FINAL-SUBMITTAL JOI! NO: 20322 SCALE: N.T.S. -----DRAWN BY: ADL/TG/CE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. ----EXP. REVIEWED BY: INSPECTOR DATE DATE 1----,i---+-----------t------t--t---+----1 I s2HE9ET I CITY o F CARLSBAD I ssHEgETs I ~:::::::::...==:::::::P:::LAN::::::':N:::l::::N::::G:::D::::E::::P::::AR:::T:::M::E:::::NT:::::===~==::~ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE IRRIGATION DETAILS FOR: CARLSBAD OAKS NORTH OWN BY: ___ 1 CHKD BY: ---1 RVWD BY: PROJECT NO. C.T. 97-13 DRAWING NO. 415-9L ..---------------------------------------------------------·--------------------------------------------, I'!"'\ RECTANGULAR l'LASTIC VALVF. BOX V W/ PURPLE LID FOR RECLAIMED WATER ~ ELECTRIC REMOTE CONTROL VALVE (3) F1NISH GRADE @) PRESSURE SUPPLY LINE @ UNION (SCH. 20) PVC SCH 40 45 DEGREE FITTING, FOUR ( 4) REQUIRED 3/4" CRUSHED R()CI< SUMP (ONE CUBIC FOOT) SCH llO NIPPLE (TYP) NOTE: VALVE SHAL HAVF. A MINIMUM OF 4" CLEARANCE FROM THE BOTTOM OF THE VAL VF. BOX LID, AND 2• MINIMUM CLEARANCE FROM THE BOTTOM OF VALVE AND TOP OF GRAVEL SUMP. ®1----'-M-"A'-=S-'-T=E.,_R;:_V......._A=La...::V-=E=--__ N_TS ____ _ MCV SIDEWALK CURB APPROX. 8"1/-1--i POTABLE SERVICE LINE 1 ' MINIMUM TO POTABLE MAIN UN METER BOX W/ METER RECYCLED WATER IRRIGATION MAIN LINE W/ SLEEVE VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAIN LINE 24" FROM FACE OF SIDEWALK Will PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAIN LINE IN THE STREET. Cd) POTABLE SERVICE LINE CROSSING N.T.s. LINE-X 0 GeAA DAIVEN l'K>TOFI @ PINSHGfl,\m @ LAT!!IW.UNEPIPII © TIE IN LAT!FW.LINE PIPE @ 3'4° X 2' SCH. ao NIPPLE @ MIP X FIP STAl!ET E1.L (2 fll!QUIREO) 0 l2"BCH.IONIPPLE @ Mll"XFPSTFIEETEI.L (8) POP-UP ROTOR -NII • -® CD POP-UP SPRAY HEAD (5) 1;2· x 8" SCH. 80 PVC NIPPLE (D GEAR DRIVEN SHRUB ROTOR @ 'Vfr #ST9 SPRINl<Ll!FI TIE (2) FINISH GRADE @ 1/2" MIP X FIP 90 ELL (2 REQUIRED) @ FINISH GRADE (z) 2-PVC SCH. 40 aLS (TX T) & CT) TEE IN LATERAL LINE PIPE (/) PVC SCH.40 STREET Elll © LATERAL LINE PIPE ONE PVC SCH. 80 THREADED NIPPLE @) 1 /2" X 2" SCH. 80 PVC NIPPLE © TEE IN LATERAL LINE PIPE @ PVC SCH. BO (GREY) RISER NOTE: @ CHECK VALVf!., REFER @ #4 REBAA SPRINKLER STABILIZER. PROVIDE MANUFACTURER INSTALLED ANTI DRAIN VALVE. TO SPECIFICATIONS. ® POP-UP SPRAY HEAD PU-SH1 PULL BOX CONDUIT WIRE RUN _/ _/----1811+ UNMORTARED BRICK FOUNDATION PLAN VIEW FINISH GRADE CONTROL WIRES BEDDING MATERIAL LOCKABLE TOP (9-1/2'X16") EUEVATION @ PULL BOX (LMDAREAS) PULL BOX ' I I N.T.S. NOTES: • INSTALL PULL BOXES AS SHOWN ON PLANS • AT JUNCTIONS WHERE RUNS COMBINE, SPLICE COMMON GROUND IN ,>llLL BOX • PULL BOX COVER SHALL BE PlcRMANENTLY MARKED aecmlC' • CONDUCTORS FOR EACH CUNmOLUER CLOCK SHALL BE HARNESSED SEPERATEL Y /IND AT SUFFICIENT INTERVALS TO MAINTAIN A DEFINITE BIJNllLE. ' ALL SPLICES SHALL Bt:c MADE WITH A PROPERLY SET MECHANICAL SPLICE CONNECTOR, ENTIRELY ENCLOSED IN SELF- CURING RESIN AND SHALL BE COMPLETELY WATERPRCOF • ALL SPARE WIRE ENUS SHALL BE INSULATED IN THE SAME MANNER AS WIR[ f,PLICES ' IF SPECIFIED, AI.L SPLICES SHALL BE SOLDERED WITH METAIJ.JC ALLOY SOLDER PRIOR TO INSTALLING CONNECTORS • WIRE BUNDLES INSIDE PULL BOXES SHALL BE AT LEST 4 INCHES FROM THE UNDER SIDE OF THE BOX COVER. MINIMUM SIZE PULL BOX SHALL BE AS SHOWN ABOVE. LARGER BOXES MAY BE NECESSARY TO MEET THE 4 INCH CLEARANCE HEIGHT. • LOOP CONTROL WIRES INTO PULL BOX. ALL SPLICES ARE TO BE MADE IN PULL BOXES OR REMOTE CONTROL VALVE BOXES N.T.S. NOTE: SHRUB HEAD ON RISER NOT PERMmeo WITHIN m OF WAU<JNAY CD ROTOR ON RISER N.T.S. s•- POTABLE MAIN LINE (SEE IMPROVEMENT DRAWINGS) J ( 12" MINIMUM REQUIRED VERTICAL SEPARATION SLEE:v· -!>----,_ .-3.5 FEET . . RECYCLED WATER IRRIGATION MAIN LINE - NOTE· AUL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABLED AS SPECIFIED IN THE FOLLOWING: "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS" "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" OCTOBER 1993 (0 POTABLE MAIN LINE CROSSING N.T.S. LINE-X "AS-BUILT ----EXP. " DATE ~~NNING ----.tl■ ASSOCIATES ~-L APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. REVIEWED BY: INSPECTOR DATE -------------L A N D P L A N t' I N G LANDSCAF'E ARCH!" ECTURE 2979 STATE STREE·,, SUITE C C A R L S B A D, C \. 9 2 0 0 e (710)729·86 !7 FAX:(/10)729·8324 -DATE: ~).,~.J-04 -SUBMITTAL: : .• SUBMITTAL -JOB NO: 2·1~22 -SCALE: • ~.r.s. -DRAWN BY: •\DL/TG/CE -,., . t-----+--t----------+-----1--+--+----1 ~o CITY OF CARLSBAD I s5HE9ETs I ~Li.Q_J=::::::::'..::===P::LA=N::N::IN::G=D::E::P:::AR::T::M::::E::NT::::=::::::..:::::::::::::~ LANDSCAPE IRRIGATION DETAILS FOR: CARLSBAD OAKS NORTH ~'~~n~e,~1 ==-___ lo--27-0CI ASSISTANT PLANNING DIRECTOR DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. C.T. 97-13 DRAWING NO • 415-9L (j) 10" ROUND VALVE BOX WITH PURPLE LID (2) FINISH GRADE Q) QUICK COUPLING VALVE @) PRESSURE SUPPLY LINE @ PVC STREET ELL (3 REQUIRED) •RECYCLED WATER QUICK COUPLING VALVES SHALL BE ATYPE DESIGNED FOR USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER THE CARLSBAD MUNICIPAL WATER DIST. RULES AND REGULATIONS. @ PVC SCH 40 ELL OR TEE (J) PVC SCH. 80 NIPPLE @ 3/4" CRUSHED ROCK SUMP (ONE CUBIC FOOT) @ PVC SCH. 8D NIPPLE @ 36' MIN. LENGHT #4 REBAR STABILIZER ATTACH WITH TWO STAINLESS STEEL BANDS @QUICK COUPLING VALVE N.T.S. QCV • 4 • ==iWLW=I~·~.: :,:·\ ~--~:} ::•;:~:~ :~-~~ ·.':~ .. ;· .":\.::~ ~:•:,-~·.: .--,-··,· .·),. .... :·0:· :t:<:\\ .> ;.-.. · _ _.:·: :-.· \.a,,};,_-,· !---\'I-· .. ~ .; -~--:. :: .. : •, -~ ·. :· ~ . :~ ... <~-- .• • ,,:~:-•.•. r.-' ..... _,: . __ .:.-,.·_-·., . . ., .... 't ::: . • • ".t' MIN l1) PAVING <2:) LATERAL LINE (IN SLEEVE) Q) BACKFlUL (SEE SPECIFlCA TIONS) lg) RECYCLED WATER WARNING TAPE (SEE SPECIFICATIONS) C) PRESSURE SUPPLY LINE (IN SLEEVE) @) CONTROL WIRES (IN CONDUIT) ([) 30" COVER UNDER VEHICLE PAVING WITH SCHEDULE 8D SLEEVE, 18" COVER UNDER PEDSTRIAN PAVING WITH SCHEDULE 4D SLEEVES. •ALL SLEEVES TO BE TWICE DIAMETER OF PIPE (PER SPECIFlCA TIONS) ®TRENCHING/ SLEEVING N.T.S. TRNCH-HS IRRIGATION NOTES AUL IRRIGATION SYSTEM COMPONENTS SHALL BE INSTALLED AS PER LOCAL CODE. CONTRACTORS SHALL SECURE ALL NECESSARY PERMITS. CHECK AND VERIFY AUL SITE CONDITIONS, UTILITIES AND SERVICES PRIOR TO TRENCHING. IF DURING CONSTRUCTION IT IS FOUND lliAT lliE SITE VARIES FROM lliE DRAWINGS, NOTIFY lliE LANDSCAPE ARCHITECT BEFORE PROCEEDING Willi THE WORK. WHERE TREES, LIGHT STANDARDS, ETC. ARE AN OBSTRUCTION TO SPRAYS. THEN PIPING AND SPRINKLER HEADS SHALL BE ADJUSTED AND/OR RELOCATED AS NECESSARY TO OBTAIN FULL COVERAGE WITHOUT EXCESSIVE OVERTHROW. DO NOT EXCEED SPACING AS PER MANUFACTURER RECOMMENDATIONS. PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING SHALL BE INSTALLED IN PLANTING AREAS EXCEPT WHERE IT IS INFEASIBLE. CONTRACTOR SHALL FWSH ALL MAINLINES PRIOR TO INSTALLATION OF VALVES AND ALL LATERAL LINES PRIOR TO INSTALLATION OF HEADS, SPRINKLER HEADS ARE AVAILABLE IN VARYING DEGREES OF ARCS. CONTRACTOR SHALL PROVIDE, AT EACH HEAD, THE ARC MOST SUITED TO PROVIDE ADEQUATE COVERAGE AND PREVENT OVER SPRAY ON WALKS, ROADS, BUILDINGS, ETC. (L) RECTANGULAR PLASTIC VALVE BOX W/ LOCKING BOLT LID, PURPLE IN COLOR FOR RECYCLED WATER @ 3/4" CRUSHED ROCK SUMP (ONE CUBIC FOOT) WHERE POSSIBLE, ALL PIPING, PVC ELECTRICAL SLEEVES, ETC., UNDER PAVING SHALL BE INSTALLED PRIOR TO PAVING WORK. NO TEES, ELLS, OR OTHER TURNS IN PIPING SHAUL BE LOCATED UNDER PAVING. (2} ELECTRIC REMOTE CONTROL VALVE (J) PRESSURE SUPPLY LINE COORDINATE IRRIGATION WORK WITH PLANTING PLANS TO AVOID CONFLICTING LOCATIONS BETWEEN PIPING AND PLANT PITS. @ SCH. 8D UNION (3:) FINISH GRADE @) PVC LATERAL LINE PIPE @ rvc )SCH. 40 9D DEGREE ELL ,sxT @ SCH. 80 PVC MALE ADAPTER €) SCH. 80 NIPPLE (TYP) ALL QUICK COUPLERS ARE TO BE LOCATED IN SHRUB AREAS WHENEVER POSSIBLE AND PLACED SIX (6) INCHES FROM OUTSIDE HEADER. IF A QUICK COUPUER IS LOCAlED IN A LAWN AREA IT MUST BE PLACED IN A SIX (6) INCH ROUND PLASTIC VALVE BOX. @ REMOTE CONTROL Y AL YE ACV '1" CONCllffl! tHAU8T ILOCI<. lll!PIR \!J TO Sl'ECFICATIONS FOR SIZING ®-- @ P'VOHU.A!llUOII. © UNDIIITI.MEI) 8011 @ CONC. THRUST BLOCKS CONC-T9 N.T.S. N.T.S. AUL HEADS, WHEN LOCATED ADJACENT TO CURBS. HEADERS. SIDEWALKS, WALLS, BUILDING, ETC., ARE TO BE A MIN. OF 1WO (2) INCHES TO A MAX. OF FOUR (4) INCHES AWAY FROM THE STRUCTURES. ALL CONTROL WIRE SLEEVES UNDER VEHICULAR PAVING SHALL BE SCHEDULE 80, WITH 30" MINIMUM COVER. ALL CONTROL WIRE SLEEVES UNDER PEDESTRIAN PA"1NG SHALL BE SCHEDULE 40, WITH 18" MIN. COVER. PRIOR TO START OF GRADING, THE APPLICANT OR APPUCANrs AGENT SHALL OBTAIN CITY OF CARLSBAD APPROVAL OF A CONS'TRUCTION SCHEDULE AND/OR EXHIBIT OUlllNING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH AREA IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. LANDSCAPE IRRIGATION SHALL BE APPLIED AT A RATE NOT EXCEEDING THE INFILTRATION RATE OF THE SOIL (MINIMIZING EROSION AND WATER WASTE) BUT SUFFICIENllY TO ALLOW FOR HEALTHY PLANT GROWTH. INSTALL POP-UP SPRINKLER HEADS WITHIN 10 FEET OF ALL PEDESTRIAN USES. INSTALL CHECK VALVES AS NEEDED TO PREVENT LOW HEAD DRAINAGE SPECIAL CONSIDERATION SHALL BE GIVEN TO WATER AND ELECTRICAL SERVICES. IRRIGATION AND PLANTING SHALL TAKE PLACE AS IMPROVEMENTS PROGRESS. SEE SHEET 33 FOR "WORST CASE" IRRIGATION CALCULATIONS WATER COMPANY: CARLSBAD MUNICIPAL WAlER DISTRICT PHONE NUMBER : (760) 438-3367 APPROVED FOR PLANTING AND Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG "AS-BUILT " ----EXP. REVIEWED BY: INSPECTOR DATE DATE ADL II.. IRRIGATION ONLY, INCLUDING PRECISE PLANNING___ LOCATIONS OF PLANTING AREAS. ASSOCIATES ==-Lill ur] _______ t--+--+----------1---t--1---1----1 1 CITY OF CARLSBAD g L A N D p L A N N I N G '-:=::::::::'..:==:::::pLAN::::::::::Nl:::N::::G:::D::::E:::PA:::R::::T:::M=:EN::::T==:=..:::::::::=: LANDSCAPE ARCHITECTURE r .2979 STATE STREET, SUITE C C A R L S B A 0, C A. ii 2 0 0 8 (160)711-8117 fAK:(710)729-8324 DATE: 1/l-[ e -04 LANDSCAPE IRRIGATION DETAILS &: NOTES FOR: CARISBAD OAKS NORTH SUBMITTAL: f"IN"iLSUBMITTAL 1-----+--+---------------+---+--+---1-----1 !>L::J.<an~=-"""::-::-===------/O--Zl-0'./ -JO_B_N_0:---'--203_22_____ ~AS~Sl;=st~ANT.T=P:::LAN:::::N:::IN:::::G=;D;,:IR=EC=TO:::::R=i.;;~:=:::;:;:;:==;;:;;~~DA:_;TE::::;::;::; SCALE• N.T.S. DATE INm.\L ENGINEER Of' WORK DATE INITIAL DATE INITW. OTHER AF)PROVAL CITY APPROVAL OWN B : PROJECT NO. DRAWING NO. ~g ~!--C.T. 97-13 415-9L DRAWN BY: ADL/TG/CE REVISION DESCRIPTION -------·· I IRRIGATION HEAD LEGEND IRRIGATION EQUIPMENT LEGEND 5Y!-e01. ~ll"TION MAMJl",11(;~ /J,ltC, NI flV,!;I, C,15(;1-!Af.'61!! 51",lt,(;IN,I, DeTAIL 5'l'Ml50L ~ION MAMJl"l'G'TIJ!ltER Moi,a.MJMl!le,t DeTAIL / 5HT. • ® HOZZU! O!IO MINI._ le,tD tl.ffl!R• I N1 f 91!1 t11!9 VA1'115 IIO I"!' 0.96 11"•1"1' [EJ ~==:! l!!i!l•--•-• ~ (;IVIL _-, . . . ® HOZZLI!! 0.'11 MINI-le,t,CI ~•/Nlle!!!IUS VA1'115 IIO 11' [G) AI.ITOMAII'-: QQNTl!QI I Ill -91!!!1!! fl'LAA fllOlt 61%1! -Tl!!{ ~ e !ll!IIT""' ll!!IIID o.ee 191-16' . . © HOZZU! 1.00 MINI..-Ollt leAI) I-Uffl!lt" I NI I !l!ltl!S VA1'115 IIO 20' 0 MA .am ~I: II !1!1: ~ 111-=t &:C Nm 9AU.. VALVl!I, • UOO'IAGIT-!l!ltlS om 1.10 19'-20' . Vf!RTl(;AI... P'l.01'1 INIVE!lt11(;AI... l'l.Ol'I 0Vr GGINl"k9UIIIA110N. 1'11',-mt @ NOZZLI! l!IO MINI-Hl!AC> lt.lN'T9'• 1 ,.., , m am VA1'115 IIO 21' 1.,0 .-r•-25' 0 Ed 71 ]!I! ..,,, !tIQf! Yil'TH A 9TAN0AlltP l'ltLJ<eN9 _,e . &PRINS R.~kH! OP 29 -15 11'91. . ® HOZZLI!! 2DO MINI-Hl!AC> I-Uffl!lt" I NI I !11!11119 VA1'115 IIO :rr 2JIO 21'•::!'T' . ® 11 ~••> 11IUl!! UtllQM 114-11 :ail.~ LINe erze, IN VALVI!! eox. l<IN6 --INC>. l!n'U-V~ell /V2I @ NOZZU! 9.00 l'IDTOl'l le,t,CI MMr1!11t• / N1 I !!II! 1!9 VA1'115 IIO IIO' 1.-40 21'-90' @ CilUI" "'2JOL-V....t.llJ:ii I', Tl'I', 1'1111-1 LO(;l<IN,, l"IJIIU"Le CC\ll!R !e.90N '16"'9 N/2"1 . HM'JJ!S )(ALY]! ~ r O~l:i EJ/. 1'1111-1 l!l'OXr'..o:;oATl!C> l"IJIIIPI.!! R 9Ul"!!ll!Oll 910C 91!!f'.IIS -~ 9ee f'I..AN FOil 51%!!, INSTAI.Lll!C> IN VAL.VI!! BOX. 5'1"1-eOL Dl!!!GRll"TION MANUl"l'G~ AffC, NI flV,!;I, Dl5GHAM!! 51"/tGINot DeTAIL ~ ,.,-r::r ""' M!ttt r, K-11lft; St:MQTl! t;QN]]IQl. AAINSI~ ,-1!! !19 P'NI l!I ee.tB Ot:1."! AC.RU 8 ~61..YI: INSTAL.I..EC> IN VAJ..VE BOX. CD N 19tlel 01 ~ I HOZZU!! Ill l'IDTOfll -■• VA1'115 IIO :M' o., 22'-2'1' MCI !:IHl!Jd! Mn:& fUl!8,J! 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NIA <iJ N -1!!11-0"! -I H0ZZU! a, lltDTOll. !e,tO VAAll!l!I IC> C' ..... 12'-'l.2' ® . flL.Ol"I 11!111!1 OIi (;Al..9l!NBI! 1'1+1.299 ® ,. 111!!9'11!!!9 06 -/ NOZZI I! re~ Hl!AC> VAltll!l!I IIO ,w ,4.2 !l&'-491 . @ N 9!!111D-O'I IUffl!R• I H0ZZU! Ill lltDn,it ll!AI) VA!tll!l!I IIO *' u 1111'--46' . @ -0 -I NOZZI I! Ito l'IDTOl'l ll!AI) VAAll5 IIO .... ... ......... . ' @ -II -I NOZZU!! Ill fltOTOll. ll!AI) VAA!ell II() ,w .... 86'-46' VAL VE CALLOUT SYM60LS . @ _,2 --■ I NOZZI I! 112 ~ Hl!AC> VA!tlell IIO ,w 12.2 GONTIIIOLLl!:l'l VAL V!!-1'l.JMel:l'l M'-46' . ~LLl!!lt. VAI..YI!! ~ / ~-i 59.4 A-5 \ 91"lt!!SOL Dl!!IQitll9TION ~,i,,c;~ NfC, NI """'· "'~ !PACINII C>l!TAIL / ' :2" I VAL Yl!-Dl!!GHA!ltse -.2" 59.4: (5MF') / 1118.A 10' -'I" Hl!AO • 12" l"OI' UI" AAllellllC> / -Oi"-1.A l!l60' IIO IO' VAL YE-51ZI!: ... IO' . VAI..YI!! Size VAI..YI!! Pl~ ~8& IO'_,, leAI) • 12' l"OI' UI" -I -ICIH-LA ieo• IIO IO' ,,.. IO' . (6f"M> ~~& 10' _,...,.. 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I'~ IIUfltl! ~"MN& "'77□'1 {\"c;6J &IZE!P P1!1t MANJl"AC',1\IRl!Ft'9 1!11'ec;ll"lc;A11ote f"Ollt ""'1:>11/Z ••• ~110N • .,_.,.. __ 12'l'Ol'UI" _ , l900 1191t!ell-.. .,.c:,• IIO Ill' ... Ill' . INl::>IG,O,Tl!ll -.e Hl!AC> ON --P'Ofilt H.INT!!" N 9Cftl!!9 H1!At,9, U9I!! NI •RV qt 357 IIY 9HIU!!I foeAD "4111-1 Qll!C.IC V>J.V!. ~e~ 19' _,...,.. leAI) • 12' 'f"OI' UI" -1111) / !900 91!1"1!9 11111 190' IIO Ill' 1.81!1 Ill' 0 • ~ H.IN'Tl!l't NM _.15 Hl!Al:>9 U9I! l"JIIM::QQ::A·Y QR NMQO P' Y IIIRJl5 H1!AC> 1'1111-1 C:fll!C;I< VALVI!!. ' • FOil AAINellllC> reoo _,e I-EAC>9 V!II? lllQO-PG5 5I-IFWEI He,6,P!!, ON -1'1111-1 -c.oMl'l!!N5A11N6 ~ 91ZEP l"l:l'l MNIJl"/OG-ru!Q!R'9 ~A110N9 TO AC',llll!VI! (;ATAl...09 ~~&. Ill' _,...,.. -.. 12' -UI" -Ille> I !900 I~ 111111 -IIO u,· l.'10 Ill' ~ AT IIO l".9.1. ANr:I R,ODII/Z ~TION. ' ~ Q) &:. Ill'_,...,.. H!Al:I • 12' l"OI' UI" AAIIIIIIIIC> / 18()0 111!11111!!1 111-'✓AN VNtl15 IIO l!I' VNtl!S Ill' . ~ II' _,...,.. -.. 12' -UI" -✓·--tfO' IIO .. J II' . [SJ 9IC>I! 9Tltll" _,...,.. Hl!AI) AA!lellllC> / 1900 11!11111!11 ,_,. 4' )(90' 90 •• )( 90' 1.21 Ill' llil !!NC> lffllUI' _,.,.,.. -lll,f-.ftBl"P I ~111!9T .+' X 191 IIO .... )(, ,., .II Ill' • fleNO'I!! -.a5 TOAU. IIO'l0llt teAe>e OM..'I". ,,_ --IIHALL IN9TAU. 960 CILsl W .. Xl!!P MGenC2. oeetl!U!. AU. OTHl!ll Mt:ellHALL lie MAC1e ACIJ.l!IT,t,191.1!. "AS-BUILT " -'l'Ollt-... wll!IEM,,I! l!XAC-T NI&, IN THI! 1"11!1.C>. •• 1-UfTmt N _.15 NOZZLl!il I, 2, I II l'IILL. PIIIIIIIN!! THI! UII! ~ THI! 1"1N1! -ll'llnll) l"IL"l!!R ea-, l"l!l'l MAMA",t,c;-lll'l!!(;fl"lc;ATlote. _AC-,,_'£ l!I • U.,,,-~ 00\/!NI IIHALL lie IN9TAI..I.BP ON AU. ~rll!CI TO lie 9l!II.VIGl!l:I l!l'I'" flll!l(;LAIMl!C> l'IATl!lt. EXP. .. DATE APPROVED FOR PLANTING AND REVIEWED BY: ADL IRRIGATION ONLY, INCLUDING PRECISE INSPECTOR DATE ' LOCATIONS OF PLANTING AREAS. PLANNING •• [j!] ~ -ASSOCIATES ·--CITY OF CARLSBAD L A N D P L A N N I N G 2 PLANNING DEPARTMENT 9 LANDSCAPE ARCHITECTURE LANDSCAPE IRRIGATION LEGENDS FOR: 2979 STATE STREET. SUITE C CARLSBAD OAKS NORTH CARLSBAD, C A. 9 2 0 0 8 ~t-lDSCqR {j> o• L••so ~ (710)729-8131 FAX:(760)729-8324 0:: o+~ +, -,,I! DATE! ICHl;,-04 \), ~ t.,.j ., (") kr27-(l-/ ,_ ► :i:: SUBMITTAL: l"ll'l'°'L SUBMITTAL (/)-< m_ "_l "-i 20322 ASSISTANT PL'INNING DIRECTOR DATE ~ 3 ' Ii JOB NO: OWN BY: PROJECT NO. DRAWING NO. ~, . ~ SCALE: N/A DATE INITIAL DATE INITIAL DATE INITIAL * REVISION DESCRIPTION CHKD BY: C.T. 97-13 415-9L .,_ ll F'~ ~ ADL/TG/CE ENGINEER Of WORK OTHER APPROVAL COY APPROVAL RVWD BY: DRAWN BY: ' .. . PRESSURE CALCULATIONS L PRESSURE CALCULATIONS B PRESSURE CALCULATIONS C PRESSURE CALCULATIONS D . .. Remote Control V!IMI L-12 MIX. Demand (QPM): 41 Remole Control Valve B-18 Mox. Oemond (OPM)I 50 Aeme!lt• Control Vatv• C·2 Max. Demand (GPM}: 35 Remote Control Valve 0-3 Max. Demand (QPM): 38 POC/Water Meter b Pressure Avallable: 129 POCM'ater Meter B Pressure Available: 128 POC/Water Meter C-2 Pressure Avellable: 128 POC/Water Meter D Pressure Available: 110 MAINLINENALVES: GfM l.Oli5. MAINllNENALVES: ilEll4 l.Oli5. MAIN LINEN ALVES: lH'.M LQllll MAINLINENALVES: ilEll4 l.Oli5. 1' Water Meter 41 • 9.60 1 1/2' Watar Matar 50 • 4.90 1" Weter Meter 35 • 6.90 1 112· Water Matar 38 • 3.00 1112" Backflow Device 41 • 14.00 2" Backflow Device 50 • 14.00 1 1/2" Backflow Device 35 • 14.00 2" Baokflow Davie& 38 -14.00 Ffller • Filter • FIiter -FIiter • 1 112· Master Valve 41 • 2.70 1 112• Master Valve 50 ■ 2.40 1 112" Master Valve 35 -3.20 1 1/2" Mast&r Valve 38 -3.00 1 112" Flow Meter 41 • 0.50 1 112" Flow Meter 50 • 0.50 1 112" Flow Meter 35 -0.50 2" Flow Meter 38 -0.50 Pressure Reduoer ---PresBUre AeduCNW • Pressure Reducer -Pressure Reducer • 2" Gate/Ball Valve 41 • 0.50 2' Gate/Ball Valve 50 • 0.50 2" Gate/Ball Valve 35 • 0.50 2 112· Qale/Ball Valve 38 -0.50 L.F. or 2 112" Malnllna 41 -0.00 L.F. ol 2 112" Malnllne 60 • L.F. of 2 112" Mainline • 1200 L.F. of 2112· Ma!nllne 38 • 6.12 1938 L.F. of 2" Ma!nllllllll • 24.50 1270 L.F. ol 2' Malnllne 50 • 24.60 368 L.F. of 2• Mainline 35 • 3.6S 900 L.F. of 2" Mainline 38 • 11.52 L.F. of 1 1/2" Mainllne • L.F. or 1 112· Mainline -L.F. of 1 112" Mainline • L.F. of 1 112" Mainline • 1 1/2a Control Valve • 2.70 1 112" Control Valve 50 • 2.40 1 112· Control Valva 35 -3.20 1 1/2" Control Valve 38 -3.00 Drip Valve • Drip Valve -Drip Valve -Drip Vatve -Subtotal MalnHne.Nalve PSI Loss: 64.60 SldJtolal MalnlneNalve PSI Lott: 49.30 Subtotal MalnllneNalva PSI Loss: 31.98 Subtotal MalnUneNaJve PSI Loss: 41.84 LATERAL LINES: LATERAL LINES: LATERAL LINES: LATERAL LINES: 41 L.F. of 2' Lateral CD 41 • 0.40 10 L.F. of 2" l.a1oral o 50 -0.14 5 L.F. of 2" La1111Bl 0 35 -0.00 L.F. of 2" Lateral O 38 • L.F. of 1 1/2" Lateral C 35 -L.F. of 11/2" l.a1eral 0 36 -29 L.F. of 1 112• Lateral CD 35 -0.6 L.F. of 1 1/2" Lat&ral 0 35 • 10 L.F. of 1 1/4" Leteral II 26 • 0.3 44 L.F. of 1 1/4' Le1eral Cl 26 -1.0 7 L.F. of 1 114" Lateral 0 26 • 0.2 4 L.F. of 1 1/4" Le1eral 0 26 • 0.1 78 L.F. of 1' Lateral 0 16 -. 2.4 41 L.F. of 1" Lateral 0 16 -1.3 44 L.F. o1 1" Lateral 0 16 -1.3 10 L.F. of 1" Lateral Cl 16 • 0.3 75 L.F. of 3/4" Leterel o 10 -3.2 64 LF.ol 3/4" LatemlO 10 -2;8 85 L.F. o1 3/4' Leteral O 10 • 3.6 70 L.F. of 3/4" Lateral C 10 • 3.0 l.F. of 112" Lateral 0 -L.F. of 112' Lateral C • L.F. of 112" Leteral 0 = L.F. of 1/2" Lateral 0 • Loos Thru Fltungs (10%) -0.63 Loss Thru Fittings (10%) • 0.52 Loss Thru FIHlnga (10%} -0.57 Loss Thru Fillings (10%) -0.34 Subto1al Letoral Uno PSI Lo11: 6.BB Subtotal Leteral Line PSI Loos: 5.76 Subtotal Leteral Lino PSI Loss: 6.27 Subtotal Leteral Lina PSI Loss: 3.74 Loea or Gain Thru 38 To1al Elev. Chonga 16.45 Lon or Gain Thru 0 Tola! El••· Chango 0.00 Lo11 or Qaln Thru 4 Total Elev. Change 1.73 Loas or Gain Thru 10 Total Elov. Chango 4.33 Subtol&I System PSI loss: n.e3 Subtolal System PSI 1098: 55.06 Subtotal Syotem PSI loss: 39.98 Sub1olal System PSI loaa: 49.71 TOTAL PRESSURE AVAILABLE: 129.0 TOTAL PRESSURE AVAILABLE: 128.0 TOTAL PRESSURE AVAILABLE: 128.0 TOTAL PRESSURE AVAILABLE: 110.0 SUBTOTAL SYSTEM LOSS: 77.83 SUBTOTAL SYSTEM LOSS: 65.06 SUBTOTAL SYSTEM LOSS: 39.98 SUBTOTAL SYSTEM LOSS: 49.71 PRESSURE REQUIRED AT HEAD: 50.00 PRESSURE REQUIRED AT HEAD: 30.00 PRESSURE REQUIRED AT HEAD: 30.00 PRESSURE REQUIRED AT HEAD: 30.00 TOTAL PRESSURE LOSSES: 127.83 TOTAL PRESSURE LOSSES: 85.oa TOTAL PRESSURE LOSSES: 89.98 TOTAL PRESSURE LOSSES: 79.71 RESIDUAL WATER PRESSURE 1 .17 RESIDUAL WATER PRESSURE 42.94 RESIDUAL WATER PRESSURE 58.02 RESIDUAL WATER PRESSURE 30.29 . ' ' .. . . PRESSURE CALCULATIONS E PRESSURE CALCULATIONS F PRESSURE CALCULATIONS I-'-PRESSURE CALCULATIONS H Aemo1o Control Valve E•12 Mox. Demand (QPM): 42 Remote Control Velv• F-1 Max. Oemand (QPM): Remote Control Vslve 1(.3 Max. Damond (GPM): eo Ae,mote Control Valve H-1 Ma<. Demand (QPM): 43 33 POC/Water Meter -r Pressure Available: 133 POC/Water Meter H Pressure Aval!able: 135 POC/Water Meter E Preeeure Avalleble: 90 POC!Water Meter F Pressure Available: 95 MAINLINENALVES: ilfM LQSS MAINLINE/VALVES: 00\4 LQs.a MAINLINENALVES: fil'M l.Oli5. MAINLINENALVES: ilfM l.Oli5. 1 112· Waler Meter 42 3.6Q 1' Water Mater 1 112" Water Meter 50 • 4.90 1 1/2" Water Meter 43 • 3.70 • 33 -6.50 2' Backflow Device 42 14.00 1 1/2" Beckflow Devit» 2' Backflow Devlca 50 -14.00 2" Backffow Device 43 -14.00 • 33 • 15.00 Fffter • FIiter • Fiber • Filter • 2' Mastar VaMI 42 0.00 1 1/2" Master Valve 1 112' Master Valve 50 -2.40 1 112" Maetar Valve 43 ■ 2.50 -33 -3.00 1 112· Flaw Meter 42 0.00 1 1/2" Flow Meler 2' Flow Meter 50 -0.50 1 112" Flow Meter 43 = 0.50 • 33 -0.50 Pressure Reducer Pressure Reducer Prnasure Reduoer . Pr&saure Reducer -= -2" Gale/Bell Valve 42 0.00 2" Oate/Ball Valve 2 112" Gate/Ball Valve, 50 -0.50 2112" Oate/Ball Valve 43 • 0.50 • 33 • 0.50 600 L.F. of 21/2." Malnllno 42 3.30 L.F. of 21/2" Malnllne 1000 L.F. of 2 112' Mainline 50 • 7.60 100 L.F. of 21/2ff Mainline 43 = 2.n • 33 • L.F. ol 2" Mainline 450 L.F. of L.F. of 2" Malnllne -1600 L.F. of 2" Malnllne 43 -22.40 • 2" Mainline 33 -2.50 L.F. of 1 1/2" Malnllne L.F. of 1 112" L.F. of 1 112" Malnllne -L.F. of 1 1/2" Malnlfne -• Malnllnu • 2" Conlrol Valve 0.00 1112" Control Valve 1 1/2' Control Valve • 2.40 1 1/2" Control Valve 43 • 2.50 • 33 • 3.00 Drip Valvo Drtp Valvt • Drip Valve = • Drip Valve • Subto1al MalnllneNaive PSI Lcaa: 20.90 Subtotal Mllinl'lneNalve PSI Loaa: 31.00 Subtotal Malnllno/Valvo PSI Loaa: 32.30 Subtotal Me.fnllne/Vatve PSI Loss: 4B.82 LATERAL LINES: LA TEFIAI.. LINES: LATERAL LINES: LATERAL LINES: 30 L.F.o1 2' Lateral O &O 0.43 L.F. of 2" Leteral Cl 50 ■ 50 L.F. of 2" J..atoral 0 43 • 0.72 • 20 L.F. o1 33 l.a1oral O 33 • 0.29 30 L.F. of 2" Lateral O 35 0.2 L.F. ol 1 1/2" LeterBI O • L.F. of 1 1/2" Lateral O 35 • -L.F. o1 Letoral 0 • 70 LF.of 1 112' Lateral 0 26 • 0.9 L.F. ol Lateral 0 • 25 L.F. of 1 1/4" Leteral O 26 • 0.6 70 L.F. of 1 114" L.etera.1 @ 26 • 1.7 70 L.F, of 11/4' Le1eral o 16 0.7 80 L.F. of Lateral 0 40 L.F. ol 1" Lateral O 16 -1.2 80 L,F. of 1" Lateral@ 16 -2.5 • 16 16 • 2.5 55 L.F. o1 1" Lateral 0 10 0.7 170 L.F. ol 110 L.F. of 3/4" Lateral 0 10 -4.7 90 L.F. of 3/4' Lateral@ 10 -3.9 ■ 10 Lateral 0 10 -7.3 L.F. o1 Lateral O L.F. of 112· Lateral 0 • L.F. of Letoral O • = L.F. of Lateral O • Less Thru Fllllngo (10%) 0.30 Loes Thru Fltungs (10%) Losa Thru Fittings (10%) -0.66 Loss Thru Fittings (10%) • 0.88 -• 1.01 Subtotal LahlrBI Line PSI Lo11: 3.25 SUblolal Leteral Line PSI Loss: 11.08 Subtolal Lehlral Uno PSI Lots: 7.24 Subtotal Letoral Line PSI Loos: 9.68 Loes or Gain Thru 30 Total Elev. Change 12.99 Lou or Gain Thru -15 Total Elev. Chango -6.50 Losa or Gain Thru 80 Total Elev. Chango 34.84 LOH or Gain Thru 5 Total Elev. Change 2.17 Subtotal Syea.m PSI loea: 37.14 Subtotal System PSI Ion: 35.58 Subtotal System PSI loss: 74.18 Subtotal System PSI lose: 60.67 "AS-BUILT " TOTAL PRESSURE AVAILABLE: 90.0 TOTAL PRESSURE AVAILABLE: TOTAL PRESSURE AVAILABLE: 133.0 TOTAL PRESSURE AVAILABLE: 135.0 95.0 SUBTOTAL SYSTEM LOSS: 37.14 SUBTOTAL SYSTEM LOSS: 35.58 SUBTOTAL SYSTEM LOSS: 74.18 SUBTOTAL SYSTEM LOSS: 60.67 PRESSURE REQUIRED AT HEAD: · 50.00 PRESSURE REQUIRED AT HEAD: 50.00 PRESSURE REQUIRED AT HEAD: 50.00 PRESSURE REQUIRED AT HEAD: 50.00 TOTAL PRESSURE LOSSES: 87.14 TOTAL PRESSURE LOSSES: 85.5B TOTAL PRESSURE LOSSES: 124.18 TOTAL PRESSURE LOSSES: 110.67 RESIDUAL WATER PRESSURE 2.86 RESIDUAL WATER PRESSURE RESIDUAL WATER PRESSURE B.82 RESIDUAL WATER PRESSURE 24.34 EXP. DATE 9.42 . ,. APPROVED FOR PLANTING AND REVIEWED BY: ADL IRRIGATION ONLY, INCLUDING PRECISE INSPECTOR DATE LOCATIONS OF PLANTING AREAS. PLANNING -ASSOCIATES .... Lill CITY OF CARLSBAD ~ L A N D p LA N N I N G 3 PLANNING DEPARTMENT 9 LANDSCAPE ARCHITECTURE LANDSCAPE IRRIGATION CALCULATIONS FOR: .,,,-.t-tosc4.o 2979 STATE STREET, SUITE C • q ~~ CARLS BA D, CA. g 2 o o a CARLSBAD OAKS NORTH :~ ~-~ (7G0)72f-8837 fAX:(7 6 D) 729-8321 I;;,/ '~ It>-t!i-04 DATE: \ . l~ Ji SUBMITTAL: f'tNA...; SUBMITTAL -/ lo--27pt ,s., vn-7.,J•~ 20322 ASSISTANT PLl<NNING DIRECTOR DATE ~t-..iL J * JOB NO: l..t FO~t,1; p-; NIA DWN BY: PROJECT NO. DRAWING NO. SCALE: DATE INITIAL DATE INITIAL DATE INITIAi. REVISION DESCRIPTION CHKD BY: C.T. 97-13 415-9L DRAWN BY: ADL/TO/CE ENGINEER OF WORK OTHER APPROVAi. CITY APPROVAi. RVWD BY: NOTE: CARLSBAD MUNICIPAL WATER DISTRICT RECYCLED WATER SPECIFICATIONS TAKE PRECEDENCE OVER THE FOLLOWING SPECIFICATIONS. SECTION 02810 -IRRIGATION SYSTEM PART 1 -GENERAL 1.1. RELATED DOCUMENTS: 1.1.1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION-1 SPECIFICATION SECTIONS, APPLY TO WORK OF THIS SECTION. 1. 1.2. CITY OF CARLSBAD'S LANDSCAPE MANUAL 1.1.3. CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARD SPECIFICATIONS FOR WATER, SEWER AND RECYCLED FACILITIES. 1.1.4. COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH , RECYCLED WATER PLAN CHECK AND INSPECTION MANUAL, DATED DECEMBER, 1997. 1.2. DESCRIPTION OF WORK: 1.2.1. THE WORK CONSISTS OF FURNISHING LABOR, TOOLS, MACHINERY, MATERIALS, AND PROCESSES REQUIRED TO COMPLETE THE SPRINKLER IRRIGATION SYSTEM DESCRIBED HEREIN AND SHOWN ON THE DRAWINGS. 1.2.2. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO INDICATE AND SPECIFY A COMPLETE SPRINKLER SYSTEM, INSTALLED READY FOR USE WITHOLJT FURTHER COST IN LABOR OR MATERIALS TO THE OWNER, AND COMPLYING WITH ALL APPLICABLE CODES, SPECIFICATIONS AND DETAILS. 1 . .3. QUALITY ASSURANCE: 1.3.1. SUBCONTRACT WORK TO A SINGLE FlRM SPECIALIZING IN IRRIGATION WORK. CONTRACTOR SHALL POSSESS ALL LICENSES AND PERMITS REQUIRED TO PERFORM THE WORK OF THIS CONTRACT INCLUDING A C-27 LANDSCAPING LICENSE. 1.4. SUBMITTAL$: 1.4.1. PRODUCT DATA: 1.4.1.1. THE CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT CATALOG DATA AND FULL DESCRIPTIVE LITERATURE FOR APPROVAL OF ITEMS DIFFERENT THAN THOSE SPECIFIED. APPROV- AL OF ANY ITEM, ALTERNATE OR SUBSTITUTE, INDICATES ONLY THAT THE PRODUCT(S) APPARENTLY MEET THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION OR SAMPLES SUBMITTED. 1.4.1.2. THE CONTRACTOR SHALL FURNISH THE ARTICLES, EQUIPMENT, MATERIALS OR PROCESSES SPECIFIED BY NAME IN THE DRAWINGS AND SPECIFICATIONS. NO SUBSTITUTION WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY CITY, THE LANDSCAPE ARCHITIECT, OR THE OWNER'S AUTH- ORIZED REPRESENTATIVE. EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT THE PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT MAY BE REJECTED AND THE CONTRACTOR REQUIRED TO REMOVE AND REPLACE SUCH MATERIALS FROM THE SITE AT HIS OWN EXPENSE. 1.4.2. RECORD DRAWINGS: 1.4.2.1. PRIOR TO FlNAL ACCEPTANCE OF WORK, THE CONTIRACTOR SHALL PROVIDE A RECORD SET OF DRAWINGS WHICH RECORDS ALL FlELD REVISIONS TO THE IRRIGATION SYSTEMS. RECORD DRAWINGS SHALL BE PREPARED ON 2 SETS OF BLUEPRINTS FOR REVIEW AND APPROVAL BY ARCHITECT AND CITY. THIS INCLUDES, BUT IS NOT LIMITED TO POINT OF CONNECTIONS, ALJTOMATIC CONTROLLER, BACKFLOW ASSEMBLY, AUTOMATIC CONTROL VALVES, ISOLATION VALVES, QUICK COUPLING VALVES, PRESSURE SUPPLY LINE ROUTE AND CONTROL WIRE ROUTE. 1.4.2.2. IMMEDIATELY UPON THE INSTALLATION OF ANY BURIED PIPE OR EQUIPMENT, THE CONTRACT- OR SHALL INDICATE ON THE DRAWINGS THE LOCATIONS OF SAID EQUIPMENT. DIMENSIONS SHALL BE GIVEN FROM PERMANENT OBJECTS SUCH AS BUILDINGS, SIDEWALKS, CURBS AND DRIVEWAYS. 1.4.2 . .3. ANY CHANGES IN LOCATION OF ITEMS OR TYPE OF INSTALLATIONS FROM THAT SHOWN ON DRAWINGS SHALL BE SO INDICATED ON THE RECORD DRAWINGS. 1.4.2.4. AUTOMATIC CONTROLLED VALVES SHALL BE NUMBERED AND CORRESPONDING NUMBERS SHALL BE DESIGNATED IN THE FIELD. 1 .4.2.5. ALL APPURTIENANCES SHALL BE LOCATED BY MEASURED DIMENSIONS. TWO DIMENSIONS TO PERMANENT OBJECTS AND SHALL BE TO THE NEAREST FOOT. 1.4 . .3. CONTROLLER CHARTS: 1.4 . .3.1 A SET OF CONTROLLER CHARTS SHALL BE SECURED ON THE INSIDE SURFACE OF THE COVER OF EACH AUTOMATIC CONTROLLER. THE CONTRACTOR SHALL PREPAR[ A COLOR-CODED CHARTS SHOW THE VALVES, MAINLINE, AND SPRINKLER HEADS SERVICED BY THAT PARTICULAR CONTROLLER. 1.4 . .3.2. W/ IN EACH CONTROLLER, EACH VALVE SYSTEM SHALL BE IDENTIFIED BY A UNIQUE COLOR. 1.4.3.3. ALL VALVES SHALL BE NUMBERED TO MATCH THE OPERATION SCHEDULE AND THE DRAWINGS. ONLY THOSE AREAS CONTROLLED BY THAT CONTROLLER SHALL BE SHOWN. 1.4.3.4. CONTROLLER CHARTS SHALL BE A PLOT PLAN, ENTIRE OR PARTIAL, SHOWING BUILDINGS, WALKS, ROADS AND WALLS. A PHOTOSTATIC PRINT OF THIS PLAN, REDUCED AS NECESSARY AND LEGIBLE IN ALL DETAILS, SHALL BE MADE TO A SIZE THAT WILL FlT IN THE CONTROLLER COVER. 1.4.3.5. THIS PRINT SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT OR THE OWNER'S AUTHORIZED REPRESENTATIVE AND SHALL BE HERMETICALLY SEALED BETWEEN TWO PIECES OF TEN MIL. THICK PLASTIC. 1.4.4. EQUIPMENT, KEYS, MANUALS & CERTIFICATIONS: 1.4.4.1. UPON COMPLETION OF THE CONTRACTOR'S MAINTENANCE PERIOD, THE CONTRACTOR SHALL PROVIDE THE FOLLOWING EQUIPMENT: (2) STANDARD QUICK COUPLING KEYS AND MATCHING SWIVELS FOR POTABLE WATER IRRIGATION SYSTt:MS. (2) ACME THREAD QUICK COUPLING KEYS AND MATCHING SWIVELS FOR RECYCLED WATER IRRlGATION SYSTIEMS. (2) SETS OF TOOLS REQUIRED FOR SERVICING AND/OR ADJUSTING EACH SPRINKLER AND VALVE TYPE. 1.4.4.2. THE CONTRACTOR SHALL PROVIDE TWO SETS OF KEYS FOR EACH CONTROLLER ENCLOSURE. 1.4.4.3. THE CONTRACTOR SHALL PROVIDE TWO SETS OF SERVICE MANUALS FOR ALL IRRIGATION EQUIPMENT INSTALLED. 1.4.4.4. BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND THE RESULTS MUST BE GIVEN TO THE OWNER AND WATER DISTRICT. 1.4.5. GUARANTEES: 1.4.5.1. CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE IN ACCORDANCE WITH THE GENERAL CONDITIONS, FOR A PERIOD OF ONE (1) YEAR FROM THE DATIE OF FINAL ACCEPTANCE AND CON- CLUSION OF THE MAINTENANCE PERIOCl. GUARANTEE SHALL COVER THE COMPLETE IRRIGATION SYSTEM, INCLUDING SETTLING OF THE BACKFlLL IN TRENCHES AND REPAIRS AND/OR REPLACEMENT OF ANY MATERIAL DAMAGED THEREBY OR THEREFROM. 1.4.5.2. MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH WARRANTY SHALL ONLY SUPPLEMENT THE GUARANTEE. PART 2 -RECYCLED WATER NOTES 2.1. CARLSBAD MUNICIPAL WATER DISTRICT: 2.1.1. ALL ON-SITE IRRIGATION IMPROVEMENTS SHOWN ON THESE PLANS ARE PART OF A RECYCLED WATER DISTRIBUTION SYSTEM. NO CONSTRUCTION WILL BE ALLOWED UNTIL ALL APPROVALS HAVE BEEN OBTAINED. 2.1 .2. CROSS CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 2.1.3. USE OF RECYCLED WATER SHALL BE ADHERE TO TITLE 22, DMSION 4, CHAPTER 3 OF THE CALIFORNIA CODE OF REGULATIONS AND CURRENT RULES, REGULATIONS AND SPECIFICATIONS OF THE DISTRICT. 2.1.4. THE CITY INSPECTOR SHALL BE NOTIFIED 48 HOURS (2 WORKING DAYS) PRIOR TO THE START OF CONSTRUCTION. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION SHALL BE SUBJECT TO REJECTION AND REMOVAL. 2. 1.5. PUBLIC FACILITIES, SUCH AS DRINKING AND DECORATIVE FOUNTAINS, COMFORT STATION. PLAYGROUND EQUIPMENT, ETC., DO NOT EXIST ON THIS PROJECT. 2.1.6. ALL ON-SITE RECLAIMED WATER IRRIGATION PIPING, AND ON-SITE POTABLE WATIER PIPING INSTALLED UNDER THIS DESIGN SHALL BE IDENTIFIED IN ACCORDANCE WITH THE DISTRICT STANDARD SPECIFICATIONS. 2.1.7. ALL ON-SITE RECLAIMED WATER PIPING SHALL BE PURPLE COLORED PVC, CONTINUOUSLY STENCILED ON OPPOSITE SIDES OF THE PIPE WITH THE WORDS "CAUTION -RECYCLED WATER". APPROVED MANUFACTURERS MANUFACTURE'S OF THIS PIPE CAN BE FOUND IN THE DISTRICTS' "APPROVED MATERIALS LIST". 2.1.1!. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS AT LEAST ONE INCH HIGH ON A PURPLE, PANTONE 512, BACKGROUND. THE SIGN SHALL BE SO PLACED AS TO BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. 2.1.9. THE CONTRACTOR SHALL ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE. THIS SHALL INCLUDE THROTTLING THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. CONDITIONS THAT CAUSE OVERSPRAY, PONDING, OR RUNOFF SHALL BE ELIMINATED. ADJUST SYSTEM TO AVOID THESE CONDITIONS. 2.1.10. THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO AND SHALL BE OPERATED BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. UNLESS OTHERWISE APPROVED BY THE DISTRICT. 2.1.11. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE DISTRICT. 2.1.12. AN INITIAL AND ANNUAL CROSS-CONNECTION INSPECTION WILL BE DONE AT SITES WITH BOTH POTABLE AND RECYCLED WATER SERVICED BY THE DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 2.1.13. FAILURE TO COMPLY WITH THE DISTRICT'S RULES AND REGULATIONS IS A VIOLATION AND COULD RESULT IN SUSPENSION OF SERVICE UNTIL THE APPROPRIATE CORRECTIVE STEPS HAVE BEEN TAKEN. . 2.1.14. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS CONNECTION PROTECTION, THE RECYCLED PURVEYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT AND SAN DIEGO COUNTY DEPT. OF ENVIRONMENTAL HEALTH. 2.1.15. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY AND MISTING. 2.1.16. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNATED FOR FOR USE ON RECYCLED WATER DISTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLING VALVE SPIKES) PER OLIVENHAIN MUNICIPAL WATER DISTRICT'S REGULATIONS. 2.1.17. IN CASE OF AN EMERGENCY, CONTACT: OR AFTER HOURS, CONTACT: • LONG TERM MAINTENANCE SUPERVISOR AND CONTACT PHONE NUMBERS SHALL BE PROVIDED ON RECORD DRAWINGS. 2.2. DEPARTMENT OF ENVIRONMENTAL HEALTH SUPPLEMENTAL NOTES: 2.2.1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 2.2.2. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY FORBIDDEN. 2.2.3. IRRIGATION HEADS SHALL BE LOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE SPRAYING ON SIDEWALKS STREETS AND NON-DESIGNATED USE AREAS. 2.2.4. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 2.2.5. ALL MAINTENANCE PERSONNEL MUST BE EDUCATED ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT THE RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING AND CLEANING OF TOOLS. 2.2.6. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIP OR OTHER APPROVED METHODS. PART 3 -SERVICES 3.1. WATER SERVICE: 3.1.1. POINT OF CONNECTION SHOWN ON PLANS IS APPROXIMATE. CONTIRACTOR SHALL COORDI- NATE WITH OWNER'S AUTHORIZED REPRESENTATIVE AND GOVERNING WATER DISTRICT TO HAVE WATER AVAILABLE WHEN REQUIRED. 3.1.2. INDIVIDUALLY OWNED. ACCESSED OR MAINTAINED AREAS SHALL BE SEPARATELY METERED AND CONTROLLED. 3.1.3. EACH POINT OF CONNECTION SHALL BE SERVICED BY A BACKFLOW PREVENTION DEVICE, LOCATED DOWN STREAM OF THE METER AND APPROVED BY THE CITY OF CARLSBAD, OLIVENHAIN MUNICIPAL WATIER DISTRICT, AND THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH. 3.2. ELECTRICAL SERVICE: 3.2.1. POINT OF CONNECTION SHOWN ON PLANS IS APPROXIMATIE. CONTRACTOR SHALL COORDINATE WITH OWNER'S AUTHORIZED REPRESENTATIVE TO HAVE POWER AVAILABLE WHEN REQUIRED. 3.2.2. INDMDUALLY OWNED, ACCESSED OR MAINTAINED AREAS SHALL BE SEPARATELY METERED AND CONTROLLED. 3.2 . .3. CONTROLLERS SHALL OPERATE ON SINGLE PHASE, 110 TO 120 VOLT, 60 CYCLE, ALTERNATING CURRENT AND "UL" LISTED. 3.2.4. CONTROLLERS SHALL BE ENCLOSED IN A U.L. LISTED WEATHERPROOF CORROSION-RESISTANT ENCLOSURE WITH LOCKING COVER. 3.2.5. CONDUIT FOR 120 VOLT AND 24 VOLT WIRING SHALL BE APPROVED BY GOVERNING BUILDING CODES FOR ELECTRICAL SERVICE. PART 4 -PRODUCTS 4.1. IRRIGATION PIPE AND FITTINGS: 4. 1. 1 . COPPER PIPE AND FITTINGS: 4. 1.1.1. PIPE BETWEEN THE METER AND THE BACKFLOW PREVENTION DEVICE SHALL BE HARD COPPER, TYPE "K". 4.1.1.2. FOR COPPER TUBING, ANSI B 16.22 WROUGHT COPPER OR CAST BRASS, RECESSED SOLDER JOINT TYPE FITTINGS. 4.1.2. BRASS PIPE AND FITTINGS: 4.1.2.1. BRASS PIPE: BRASS PIPE SHALL BE IPS STANDARD WEIGHT 125 POUNDS, % RED BRASS. , 4.1 .2.2. BRASS PIPE FlTTINGS AND CONNECTIONS: STANDARD 125 POUND CLASS 85 % RED BRASS FlTTINGS AND CONNECTIONS. 4.1.3. POLYVINYL CHLORIDE (PVC) AND FITTINGS: 4.1.3.1. ALL ON-SITE RECYCLED WATER IRRIGATION PIPING, AND ON-SITE POTABLE WATER PIPING INSTALLED UNDER THIS DESIGN SHALL BE IDENTIFIED IN ACCORDANCE WITH THE DISTRICT'S STANDARD SPECIFICATIONS. 4.1.3.2. ALL ON-SITE RECYCLED WATER PIPING SHALL BE PURPLE COLORED PVC, CONTINUOUSLY STENCILED ON OPPOSITE SIDES OF THE PIPE WITH THE WORDS 'CAUTION RECYCLED WATER'. PACIFIC PLASTIC CYCLE SLOW RECYCLED WATER PIPE OR EQUAL 4.1.3.3. PRESSURE SUPPLY LINES: FOR PIPING UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS. ALL TWO (2) INCH AND LARGER SIZED PIPE SHALL BE CLASS 315 POLYVINYL CHLORIDE {PVC). ALL 1-1/2 INCH AND SMALLER SIZED PIPE SHALL BE TYPE I, GRADE 2, DESIGNATED AS PVC 1220, SCHEDULE 40. 4.1.3.4. FOR IRRIGATIED AREAS WITHIN A HOME OWNER'S ASSOCIATION MAINTAINED AREA, ALL NON-PRESSURE PIPING DOWNSTREAM OF REMOTE CONTROL VALVES, TYPE 1, GRADE 2 {IMPACT MODIFIED), AS DESIGNATED AS PVC 1220, CLASS 200, {SDR 21), CONFORMING TO COMMERCIAL STANDARDS CS 256-63. 1/2" PURPLE PIPE IS NOT PERMITTED. (FOR RECYCLED WATER) 4.1.3.5. IDENTIFICATION: FURNISH PLASTIC PIPE CONTINUOUSLY AND PERMANENTLY MARKED WITH FOLLOWING INFORMATION: MANUFACTURER'S NAME OR TRADE MARK, SIZE, CLASS AND TYPE OF PIPE, WORKING PRESSURE AT 73.4 DEGREES F., AND NATIONAL SANITATION FOUNDATION {NSF) RATING. 4.1.3.6. SLEEVES SERVICING WATER LINES AND ELECTRICAL CONDUIT SHALL BE SCHEDULE 80 PVC. 4.1.3.7. POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS: TYPE II, GRADE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING TAPERED SOCKET OR MOLDED THREAD TYPE, SUITABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS. MACHINE THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE. FURNISH FITTINGS PERMANENTLY MARKED WITH FOLLOWING INFORMATION: NOMINAL PIPE SIZE, TYPE AND SCHEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL. PVC FITTING SHALL CONFORM TO ASTM D2464 AND D2466. 4.1.3.8. SOLVENT CEMENTS SHALL COMPLY WITH ASTM D2564. SOCKET JOINTS SHALL BE MADE PER RECOMMENDED PROCEDURES FOR JOINING PVC PLASTIC PIPE AND FITTINGS WITH PVC SOLVENT CEMENT BY THE PIPE AND FITTING MANUFACTURER AND PROCEDURES OUTLINED IN THE APPENDIX OF ASTM D2564. 4.1.3.9. THREAD LUBRICANT SHALL BE TEFLON RIBBON-TYPE, OR APPROVED EQUAL, SUITABLE FOR THREADED INSTALLATIONS AS PER MANUFACTURER'S RECOMMENDATIONS. 4.1.3.10. NO CLOSE NIPPLES SHALL BE USED. 4.2. VALVES: 4.2.1. MASTER CONTROL VALVES: 4.2.1.1. MASTIER CONTROL VALVES SHALL BE AS SPECIFIED IN DRAWINGS. 4.2.1.2. MASTER CONTROL VALVES SHALL NORMALLY CLOSED VALVES AND OPERABLE MANUALLY WITHOUT ELECTRICITY. 4.2.2. REMOTE CONTROL VALVES: 4.2.2.1. REMOTE CONTROL VALVES SHALL BE AS SPECIFIED IN DRAWINGS. 4.2.2.2. VALVES SHALL BE OPERABLE MANUALLY WITHOUT ELECTRICITY. THE VALVE SHALL HAVE A PRESSURE REGULATING MODULE CAPABLE OF REGULATING OUTLET PRESSURE BETWEEN 15 AND 100 P.S.I. ( + 5 P.S.1.). MODULE SHALL HAVE AN ADJUSTING SCREW FOR SETTING PRESSURE AND A SCHRADER VALVE CONNECTION FOR MONITORING PRESSURE. PRESSURE REGU- LATOR SHALL BE ADJUSTIED AT EACH VALVE FOR PROPER DOWNSTREAM PRESSURE REQUIRED. 4.2 . .3. QUICK COUPLING VALVES: 4.2.3.1. QUICK COUPLING VALVES SHALL BE 1" SIZE, BRASS AND AS SPECIFIED ON THE DRAWINGS. 4.2.3.2. QUICK COUPLING VALVES SERVICING POTABLE WATER IRRIGATION SYSTEMS SHALL HAVE A STANDARD KEY AND BODY WITH LOCKING YELLOW RUBBER COVER. 4.2.3.3. QUICK COUPLING VALVES SERVICING RECYCLED WATER IRRIGATION SYSTEMS SHALL HAVE AN ACME THREADED KEY AND BODY WITH LOCKING PURPLE RUBBER COVER. COVER SHALL BE MARKED "DO NOT DRINK" IN SPANISH AND ENGLISH. 4.2.3.4. QUICK COUPLING KEY SHALL BE OF BRASS/BRONZE WITH A HOSE BIB ASSEMBLY. SUPPLY TWO (2) HOSE BIB ASSEMBLIES FOR EACH TYPE OF QUICK COUPLING VALVE USED. 4.2.4. BALL VALVES: 4.2.4.1. BALL VALVES SHALL BE AS SPECIFlED IN DRAWINGS. 4.2.5. CHECK VALVES: 4.2.5.1. CHECK VALVES AND/OR ANTI-DRAIN VALVES SHALL BE REQUIRED TO PREVENT LOW HEAD DRAINAGE OF IRRIGATlbN WATER FROM SPRINKLER SYSTEM DUE TO CHANGES IN ELEVATION 4.2.5.2. CHECK VALVES SHALL BE HUNTER HGV-SERIES. 4.3. VALVE AND PULL BOXES: 4.3.1. REMOTE CONTROL VALVE BOXES FOR POTABLE WATER IRRIGATION SYSTEMS SHALL BE 1 o• X 19' NOM. PLASTIC VALVE BOXES, MANUFACTURED BY AMETEK, PART #170106, OR EQUAL 4.3.2. REMOTE CONTROL VALVE BOXES FOR RECYCLED WATER IRRIGATION SYSTEMS SHALL BE 10" X 19" NOM.PLASTIC VALVE BOXES, MANUFACTURED BY AMETEK, PART #170131, OR EQUAL. 4.3.3. BALL VALVE BOXES FOR POTABLE WATER IRRIGATION SYSTEMS SHALL BE PLASTIC VALVE BOXES, MANUFACTURED BY AMETEK, PART #181104, OR EQUAL. 4.3.4. BALL VALVE BOXES FOR RECYCLED WATER IRRIGATION SYSTEMS SHALL BE PURPLE PLASTIC VALVE BOXES, MANUFACTURED BY AMETEK, PART #181113, OR EQUAL 4 . .3.5. PULL BOXES FOR POTABLE WATER IRRIGATION SYSTEMS SHALL BE PURPLE PLASTIC VALVE BOXES, MANUFACTURED BY AMETIEK, PART #181104, OR EQUAL. 4.3.6. PULL BOXES FOR RECYCLED WATER IRRIGATION SYSTEMS SHALL BE PLASTIC VALVE BOXES, MANUFACTURED BY AMETEK, PART #181113, OR EQUAL. 4.4. SPRINKLERS: 4.4.1. SPRINKLER HEADS SHALL BE OF THE TYPES AND SIZES WITH DIAMETER {OR RADIUS) OF THROW, PRESSURE, NOZZLE DISCHARGE AND/OR OTHER DESIGNATIONS INDICATED ON THE DRAWINGS. 4.4.2. ALL SPRINKLER HEADS OF THE SAME TYPE AND SIZE SHALL BE OF THE SAME MANU- FACTURER. HEADS SHALL BE EQUIPPED WITH ALL OPTIONS AND EQUIPMENT PER THE IRRIGATION LEGEND. 4.4.3. ALL SPRINKLER HEADS SHALL BE EQUIPPED WITH A MANUFACTURER INSTALLED INTERNAL CHECK VALVE, WHEN AVAILABLE. 4.4.4. ALL SPRINKLER HEADS USED ON RECYCLED WATER SYSTEMS SHALL BE EQUIPPED WITH MANUFACTURER'S PURPLE COVERS. 4.5. DRIP IRRIGATION EMITTERS 4.5.1. THE EMITTER SHALL HAVE A 1 /2 INCH FEMALE NATIONAL PIPE THREAD (FNPT) INLET FOR CONNECTING TO THE PIPING SYSTEM. 4.5.2. THE EMITTER SHALL BE A PRESSURE COMPENSATING TYPE CAPABLE OF HAVING A DISCHARGE RATE FROM .5 TO 6 GALLONS PER HO~'t,_ WITH ONLY ONE OUTLET OPEN INITIALLY AND THE PROVISION FOR ADDING ADDITIONAL OUT1..1:.1S. 4.5 . .3. THE EMITTER SHALL OPERATE WITHIN A PRESSURE RANGE OF 5 -60 P.S.I. 4.5.4. THE EMITTER BODY SHALL BE CONSTRUCTED OF DURABLE HEAT-RESISTANT ACETYL PLASTIC (UV RESISTANT). THE FLOW REGULATING DIAPHRAGM SHALL BE OF SILICONE RUBBER. 4.5.5. THE EMITTER SHALL BE CAPABLE OF OPERATING WITH 140 MESH FILTRATION. 4.5.6. PRODUCTS: THE EMITTER SHALL BE MANUFACTURED BY OLSON OR APPROVED EQUIVALENT. 4.6. BACKFLOW PREVENTION DEVICES: 4.6.1. REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTIERS SHALL BE BRASS, BRONZE, OR EPOXY COATED CAST-IRON BODIES WITH ALL BRONZE OR STAINLESS STEEL TIRIM AND ALL MOVING PARTS OF NON-CORROSIVE MATERIALS AND SHALL COMPLETELY AND POSITIVELY PREVENT BACK-SIPHONING OF WATER. THE BACKFLOW PREVENTIER ASSEMBLY SHAFT INCLUDES INLET AND DISCHARGE SHUTOFF BALL VALVES WITH ALL RISERS, CONNECTORS, AND APPURTENANCES OF CLASS 1 RED BRASS PIPE, CONFORMING TO WW-P-351, AND RED BRASS FITTINGS WITH PRESSURE RATING 1 CONFORMING TO WW-P-460. BACKFLOW PREVENTERS SHALL BE OF THE TYPE AND SIZE DESIGNATED ON THE DRAWINGS. 4.6.2. ATMOSPHERIC AND ANTI-SIPHON BACKFLOW PREVENTERS SHALL BE BRASS WITH NON- CORROSIVE PARTS AND SHALL COMPLETELY AND POSITIVELY PREVENT BACK-SIPHONING OF WATER. ANTI-SIPHON VALVES SHALL BE CONVERTIBLE TO AUTOMATIC CONTROL. BACKFLOW PREVENTERS SHALL BE TYPE AND SIZE AS [)ESIGNATED ON THE DRAWINGS. 4.7. PRESSURE REGULATION DEVICES: 4.7.1. PRESSURE REGULATION DEVICE SHALL BE AS SPECIFIED IN DRAWINGS. 4.8. CONCRETE THRUST BLOCK AND SUPPORTS: 4.8.1. ALL CONCRETE WORK SHALL BE 2,000 PSI MINIMUM COMPRESSIVE STRENGTH AT TWENTY- EIGHT (28) DAYS, 5 SACK MIX, TOOL FINISHED ON EXPOSED SURFACES. 4.9. AUTOMATIC CONTROL SYSTEM: 4.9.1. CONTIRACTOR SHALL FURNISH LOW VOLTAGE SYSTEM MANUFACTURED EXPRESSLY FOR CONTROL OF AUTOMATIC CIRCUIT VALVES OF UNDERGROUND IRRIGATION SYSTEMS. PROVIDE UNIT OF CAPACITY TO SUIT NUMBER OF CIRCUITS AS INDICATED. 4.9.2. AUTOMATIC CONTROLLER SHALL BE FURNISHED AND INSTALLED COMPLETE WITH ALL ELECTRICAL CONNECTIONS, READY FOR OPERATION, AND WITH OPTIONS SPECIFIED HEREIN. 4.9.2.1. AUTOMATIC CONTROLLER SHALL BE AS SPECIFIED IN DRAWINGS. 4.9.2.2. UNIT SHALL HAVE AN INPUT OF 110/120 VOLT, 60 CYCLE, BE COMPLETELY AUTOMATIC AND SHALL FUNCTION OPTIONALLY WITH OR WITHOUT THE CLOCK. UNIT SHALL HAVE A SECONDARY OUTPUT OF 24/28 VOLT, 60 CYCLE. 4.9.2.3. ANY STATION MAY BE REPEATED INDEPENDENTLY IN ANY 24 HOURS. 4.9.2.4. STATIONS SHALL BE ADJUSTABLE TO 1 MINUTE TO 59 MINUTES. 4.9.2.5. MECHANISM SHALL BE HOUSED IN A STURDY, VANDAL-PROOF ENCLOSURE, MANUFACTURED OF 14 GAUGE STEEL. OR CASE ALUMINUM; FURNISHED FOR MAXIMUM PROTECTION, AS CALLED FOR ON THE DRAWINGS (SIZE AS REQUIRED) 4.10. AUTOMATIC CONTROL WIRE: 4.10.1. DIRECT BURIAL COPPER WIRE AWG-U.F. 600 VOLT, SINGLE CONDUCTOR SOLID COPPER, PLASTIC INSULATED CABLE, RATED FOR DIRECT BURIAL APPLICATION. 4.10.2. USE U.L. APPROVED, MINIMUM 14 GAUGE FOR PILOT AND SPARE WIRES FOR WIRE RUNS IN LESS THAN 1,200 LINEAL FEET. 4.10.3. USE U.L. APPROVED, MINIMUM 12 GAUGE FOR PILOT AND SPARE WIRES FOR WIRE RUNS IN EXCESS OF 1,200 LINEAL FEET. 4.10.4. USE U.L. APPROVED, MINIMUM 12 GAUGE FOR COMMON WIRES. 4.10.5. PILOT WIRES SHALL NOT BE WHITE OR RED AND MUST BE UNIQUE IN COLOR FROM ANY OTHER PILOT WIRE ON THE SAME CONTROL SYSTEM. 4.10.6. COMMON WIRES SHALL BE COLORED WHITE. 4.10.7. SPARE WIRES SHALL BE COLORED RED. 4.11. FLOW SENSING DEVICE: 4.11.1. FLOW SENSING DEVICE SHALL BE AS SPECIFIED IN DRAWINGS. 4.12. RAIN SENSING DEVICE: 4. 12. 1. RAIN SENSING DEVICE SHALL BE AS SPECIFIED IN DRAWINGS. 4. 1.3. SOIL MOISTURE SENSING DEVICE: 4.1.3.1. SOIL MOISTURE SENSING DEVICE SHALL BE AS SPECIFIED IN DRAWINGS. 4.1.3.2. THE DEVICE SHALL BE SOLID STATE AND INSTALLED PER MANUFACTURERS SPECS. "AS-BUILT " .--------------------------~ ____ EXP. APPROVED FOR PLANTING AND DATE ADL PLANNING --- ASSOCIATES---• ■tm LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S B A D, C A. 9 2 0 0 6 (760)729-8637 FAX:(710)729-8324 DATE: \0-19 -04 SUBMITTAL: FIN~t-SUBMITTAL JOB NO: 20322 SCALE: N/A DRAWN BY: ADL/TG/CE IRRIGATION ONLY, INCLUDING PRECISE REVIEWED BY: LOCATIONS OF PLANTING AREAS. INSPECTOR DATE ~ CITY OF CARLSBAD ~ l----+----1--------------+----if----+---+---I UA:_j PLANNING DEPARTMENT ~ :=::=::~===================-====: LANDSCAPE IRRIGATION SPECIFICATIONS FOR: CARLSBAD OAKS NORTH ~✓~-L.!•X,,~"-----c------'D:27.c,t./ ASSISTANT PLANNING DIRECIDR DATE DATE INITL\L ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INmAL OTHER APPROVAL Cl1Y APPROVAL DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. C.T. 97-13 DRAWING NO. 415-9L -w ~ a.. ~ :c Ii: 0 ~ z (/) ~ <( I 0 ~ 0 <( ro ~ ~ co ~~~ C\I I ::J 4.13.3. THE DEVICES SHALL BE LOCATED PER THE DRAWINGS AND SUBJECT TO FIELD APPROVAL BY THE LANDSCAPE ARCHITECT. 4.14. IDENTIFICATION TAPE: 4.14.1. MARKER TAPE FOR SLEEVES SHALL BE METALLIC BASED 3" WIDE LOCATING TAPE MARKED "IRRIGATION" IN TWO INCH PURPLE LETTERS AT THREE FEET ON CENTER. 4.14.2. MARKER TAPE FOR DIRECT BURIAL WIRES SHALL BE 3" WIDE RED COLORED "ALLEN ALLEN TAPE" OR EQUAL. 4.15. RECYCLED WATER TAG: 4.15.1. RECYCLED WATER IDENTIFICATIONS TAGS SHALL BE WEATHERPROOF PLASTIC 3" X 4 ", PURPLE IN COLOR WITH THE WORDS IN BLACK READING, "CAUTION -RECYCLED WATER -DO NOT DRINK", IMPRINTED ON ONE SIDE AND "PELIGRO -AGUA IMPURA -NO BERBER", PRINTED ON ON THE OTHER SIDE. 4.15.2. RECYCLED WATER IDENTIFICATIONS TAGS SHALL BE MANUFACTURED BY T. CHRISTY ENTERPRISES, (714) 771-4142, OR EQUAL PART 5 -EXECUTION 5.1. SYSTEM DESIGN: 5.1.1. ALL SCALED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ON THE SITE PRIOR TO PROCEEDING WITI--1 WORK UNDER THIS CONTRACT. 5.1.2. THE CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING UTILITIES SUCH AS POWER, TELEPHONE, DOMESTIC WATER, WATER, AND TILE DRAINS. EXTREME CARE SHALL BE TAKEN BY THE CONTRACTOR WHEN EXCAVATING OR WORKING IN THESE AREAS AND COORDINATION AND COOPERATION BETWEEN THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR IS REQUIRED AS THE WORK PROGRESSES TO THE AREA. CONTRACTOR SHALL GIVE 24 HOURS NOTICE TO REPRESENTATIVE AS WORK PROGRESSES TO UNDERGROUND UTILITY AREAS. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY UTILITIES. 5.1.3. SHOULD UTILITIES NOT LOCATED OR MARKED BE FOUND DURING EXCAVATION, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER AND SHALL DISCONTINUE WITH WORK IN THE trfscf~uHlb~PJ t:WfEcri~~~y T0Mf~~E&8~T;fic~~R T~Rf8t1~Jlf-~EWt~1ifs~~Xnv~~TIL 5.1 .4. FAILURE TO NOTIFY THE OWNER OF DISCOVERY OF SUCH UTILITIES OR DAMAGE THERETO WILL RESULT IN THE CONTRACTOR BEING LIABLE FOR ANY AND ALL DAMAGE CAUSED TO THE UTILITIES AS A RESULT OF HIS ACTIONS. 5.1.5. THE CONTRACTOR SHALL, BEFORE STARTING WORK ON THE SPRINKLER SYSTEM, CAREFULLY ALL FINISH GRADES IN ORDER TO SATISFY HIMSELF THAT HE MAY PROCEED WITH THE WORK, AND TO RESTORE FINISH GRADES TO ORIGINAL CONTOURS BEFORE COMPLETION. 5.1.6. INSTALLATION OF ALL SPRINKLER MATERIALS, INCLUDING PIPE, SHALL BE COORDINATED W/ THE LANDSCAPE DRAWINGS TO AVOID INTERFERING W/THE TREES, SHRUBS, OR OTHER PLANTING. 5.1.7. LAY OUT SPRINKLER HEADS AND MAKE ANY MINOR ADJUSTMENTS REQUIRED DUE TO DIFFERENCE BETWEEN SITE AND DRAWINGS. ANY SUCH DEVIATIONS IN LAYOUT SHALL BE WITHIN THE INTENT OF THE ORIGINAL DRAWINGS, AND WITHOUT ADDITIONAL COST TO TI--IE OWNER, THE LAYOUT SHALL BE APPROVED BEFORE INSTALLATION. 5.1.8. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON TI--IE DRAWING WHEN IT IS OBVIOUS IN THE FIELD TI--IAT PREVIOUSLY UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 5. 1 .9. WATER SUPPLY: THE CONTRACTOR SHALL CONNECT TO THE WATER SOURCE AS INDICATED ON THE DRAWINGS TI--IE CONTRACTOR SHALL VERIFY STATIC PRESSURE AS STATED ON THE PLANS PRIOR TO BEGINNING WORK. IF STATIC PRESSURE OR POINT OF CONNECTION DIFFER FROM THAT SHOWN ON THE PLANS, TI--IE CONTRACTOR WILL PROMPTLY NOTIFY LANDSCAPE ARCHITECT BEFORE STARTING WORK. 5.1.10. WORKMANSHIP AND PROCEDURE: THE ROUTING OF THE PRESSURE SUPPLY LINES AS INDICATED ON THE DRAWINGS IS DIAGRAMMATIC. LOCATE ALL PRESSURE SUPPLY LINES IN PLANTING AREAS. CROSS PERPENDICULAR UNDER PAVEMENT IN A SLEEVE AS DESCRIBED IN THESE SPECIFICATIONS. PART 6 -INSTALLATION: 6. 1. GENERAL: 6. 1 .1. PLANS ARE DIAGRAMMATIC. ALL PIPING, VAIVE BOXES, AND ASSOCIATED EQUIPMENT SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE, GROUP VALVE BOXES TOGETI--IER AND LOCATE IN SHRUB AREAS, WHENEVER POSSIBLE. 6.1.2. UNLESS OTHERWISE INDICATED, COMPLY WITH REQUIREMENTS OF UNIFORM PLUMBING CODE. 6.1.3. PLANT MATERIAL 24" BOX SIZE AND LARGER SHALL BE PLANTED PRIOR TO THE INSTALLATION OF IRRIGATION PIPING. 6.1.4. VERIFY WATER PRESSURE AT EACH POINT OF CONNECTION PRIOR TO INITIATING WORK. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IF PRESSURE IS LESS THEN INDICATING ON DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR ALL FIELD REVISIONS IF OWNER'S AUTHORIZED REPRESENTATIVE IS NOT INFORMED OF DISCREPANCIES. 6.1.5. CONNECTION TO MAIN: CONNECT TO EXISTING SERVICE LINE AT LOCATION INDICATED. 6.2. EXCAVATION OF TRENCHES: 6.2.1. EXCAVATE TRENCHES.,. PREPARE SUBGRADE, ANO BACKFILL TO LINE AND GRADE WITH SUFFICIENT ROOM FOR PIPt:. FITTINGS, TESTING AND INSPECTING OPERATIONS. DO NOT BACKFILL UNTIL TI--IE PIPE SYSTEM HAS BEEN SUBJECT TO A HYDROSTATIC TEST AS SPECIFIED. 6.2.2. TRENCH DEPTH SHALL BE AS FOLLOWS: 6.2.2.1. RECYCLED PRESSURE SUPPLY LINE (2-1/2" I.D. PIPE ANO SMALLER) 18" MIN. COVER. 6.2.2.2. RECYCLED PRESSURE SUPPLY LINE (3" I.D. PIPE AND LARGER) 24" MIN. COVER. 6.2.2.3. RECYCLED NON-PRESSURE LINE (2-1 /2" I.D. PIPE AND SMALLER) 12" MIN. COVER. 6.2.2.4. RECYCLED NON-PRESSURE LINE (3" I.D. PIPE AND LARGER) 18" MIN. COVER. 6.2.2.5. RECYCLED PRESSURE SUPPLY LINE IN SLEEVE 30" MIN. COVER. 6.2.2.6. RECYCLED NON-PRESSURE LINE IN SLEEVE 30" MIN. COVER. 6.2.2.7. ELECTRICAL AND COMMUNICATION CABLE IN SLEEVE 30" MIN. 15.2.2.B. DISTRIBUTION DRIP TUBING 4 • MIN. COVER. 6.2.3. SUBSOIL SHALL BE FREE OF ALL ROCKS OVER ONE (1) INCH DIAMETER, DEBRIS, ANO LITTER PRIOR TO USE AS BACKFILL. · El.2.4. REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE OR FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. 00 NOT COVER ANY LINES UNTIL TI--IEY HAVE BEEN CHECKED ANO APPROVED FOR TIGHTNESS, QUALITY OF WORKMANSHIP AND MATERIALS. 6.2.5. BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, WITH SUITABLE AND APPROVED MATERIAL, TAMP SOIL AROUND PIPE AND THOROUGHLY COMPACT ALL TRENCH FILLS UNTIL 90 % COMPACTION HAS BEEN ACHIEVED. 6.2.6. BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM ROCKS AND CLODS. PROVIDE BACKFILL UNDER. AROUND AND ABOVE TOP OF PIPE FOR PVC PLASTIC PIPE AND BRASS PIPING. 6.3. INSTALLATION OF POLYVINYL CHLORIDE PIPE: 6.3.1. BECAUSE OF TI--IE FRAGILE NATURE OF PLASTIC PIPE AND FITTINGS, EXERCISE CAUTION IN HANDLING, LOADING AND STORING, TO AVOID DAMAGE. 6.3.2. THE PIPE AND FITTINGS SHALL BE STORED UNDER COVER UNTIL USED AND SHALL BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAY FLAT SO AS NOT BE SUBJECTED TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. 6.3.3. ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE DISCARDED UNLESS SUCH DENT OR DAMAGED SECTION IS CUT OUT AND PIPE REJOINED WITH A COUPLING. 6.3.4. TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE FINISH GRADE TO THE TOP OF" THE PIPEb THE BOTTOM OF THE TRENCH SHALL BE FREE OF ROCKS, CLODS, AND OTHER SHARP-E GED OBJECTS. 6.3.5. PIPE ENDS AND FITTINGS SHALL BE WIPED WITH "MEK" PRIMER, OR APPROVED EQUAL, BEFORE WELDING SOLVENT IS APPLIED. WELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL BE BEVELED TO REMOVE BURRS AND EXCESS MATERIAL BEFORE FITTING AND GLUING TOGETHER. 6.3.6. PIPE SHALL BE SNAKED FROM SIDE-TO-SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. 6.3.7. CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR SITE OBSERVATION DURING TESTING. 6.3.8. NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL SITE OBSERVATION HAS BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING AND CURING. 6.3.9. PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTERS, METAL NIPPLE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH. 6.3.10. PLASTIC TO PLASTIC JOINTS: SOLVENT-WELD, USING SOLVENT RECOMMENDED BY PIPE MANUFACTURER ONLY. 6.3.11. SOLVENT-WELD JOINTS: ASSEMBLE PER MANUFACTURER'S RECOMMENDATIONS. 6.3.12. PROVIDE MINIMUM OF 4" OF CLEARANCE BETWEEN PIPES SHARING THE SAME TRENCH. 6.4. INSTALLATION OF METAL PIPE: 6.4.1. CUT BRASS PIPING BY POWER HACKSAW, CIRCULAR CUTTING MACHINE USING AN ABRASIVE WHEEL, OR HAND HACKSAW. CUT NO PIPING WITI--1 METALLIC WHEEL CUTTER OF ANY DESCRIPTION. REAM AND REMOVE ROUGH EDGES OF BURRS FOR SMOOTH AND UNOBSTRUCTED FLOW. 6.4.2. CAREFULLY AND SMOOTHLY PLACE THREAD LUBRICANT ON MALE THREAD ONLY. TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES. CAULKING IS NOT PERMlffiD. 6.4.3. DIELECTRIC PROTECTION: USE DIELECTRIC FITTINGS AT CONNECTION WHERE PIPES OF DISSIMILAR METAL ARE JOINED. 6.5. REMOTE CONTROL VALVES: 6.5.1. WHERE POSSIBLE, INSTALL REMOTE CONTROL VALVES IN SHRUB AREAS, AT APPROXIMATE LOCATIONS AS SHOWN ON THE DRAWINGS. 6.5.2. WHERE POSSIBLE, VALVES SHALL BE GROUPED TOGETI--IER. 6.5.3. REMOTE CONTROL VALVES SHALL BE NORMALLY CLOSED TYPE VALVES . VALVES SHALL BE OF SLOW CLOSING DESIGN AND AUTOMATICALLY CLOSE IN THE EVENT OF POWER FAILURE. 6.5.4. ALL CONNECTIONS TO VALVES SHALL BE MADE HORIZONTALLY. 6.6. QUICK COUPLING VALVES: 6.6.1. WHERE. POSSIBLE, INSTALL QUICK COUPLING VALVES IN SHRUB AREAS, AT APPROXIMATE LOCATIONS AS SHOWN ON THE DRAWINGS. 6.6.2. QUICK COUPLING VALVES SHALL BE APPROXIMATELY 12 INCHES FROM PAVING, WALKS, HEADERS OR CURBS, AND AS SHOWN ON PLANS AND AS DIRECTED. 6.6.3. QUICK COUPLING VALVES SHALL BE INSTALLED APPROXIMATELY THREE INCHES ABOVE FINISH GRADE IN SHRUB AND/OR GROUNDCOVER AREAS. VALVES SHALL BE INSTALLED 1/2" ABOVE FINISH GRADE. WHERE REQUIRED TO BE LOCATED IN TURF AREAS. 6.6.4. QUICK COUPLING VALVES ON RECYCLED WATER SYSTEMS BE OPERATED ONLY WITH A SPECIAL KEY WITH ACME THREADS AND LOCKING COVER TO PREVENT UNAUTHORIZED USE. COVER SHALL BE PURPLE RUBBER OR VINYL. 6.6.5. ACME THREADED QUICK COUPLING VALVES ARE NOT PERMITTED ON POTABLE WATER SYSTEMS. 6.6.6. QUICK COUPLING VALVES ON RECLAIMED WATER SYSTEMS SHALL BE INSTALLED IN 9' DIA. PURPLE VALVE BOXES. 6.7. BALL VALVES: 6.7.1. WHERE POSSIBLE, INSTALL BALL VALVES IN SHRUB AREAS, AT APPROXIMATE LOCATIONS AS SHOWN ON THE DRAWINGS. 6.7.2. BALL VALVES SHALL BE INSTALLED TO ISOLATE INDIVIDUAL VALVES OR VALVE MANIFOLDS. 6.7.3. BALL VALVES SHALL BE INSTALLED TO BREAK UP AREAS INTO MANAGEABLE AREAS, TO LIMIT DRAINING OF MAINLINE DURING REPAIRS. 6.8. CHECK VALVES: 6.8.1. PROVIDE MANUFACTURER'S INSTALLED CHECK VALVES IN ALL POP-UP SPRINKLER HEADS. 6.8,2. WHERE MANUFACTURER'S INSTALLED CHECK VALVES ARE NOT AVAILABLE INSTALL CHECK VALVES ON POP-UP SPRINKLERS SWING JOINT ASSEMBLY OR BELOW THE HEAD FOR SHRUB HEADS ON RISERS. 6.8.3. ADDITIONAL IN-LINE CHECK VALVES SHALL BE INSTALLED WHEREVER NECESSARY TO PREVENT LOW HEAD DRAINAGE AFTER THE SYSTEM IS SHUT OFF. 6.9. VALVE AND PULL BOXES: 6.9.1. INSTALL NO MORE THAN ONE VALVE PER BOX. 6.9.2. VALVE BOXES SHALL BE INSTALLED ADJACENT TO PAVING SURFACES, WHERE POSSIBLE. 6.9.3. VALVE BOXES SHALL BE INSTALLED WITH THE TOP OF COVER SET NO HIGHER THAN ADJACENT PAVING SURFACE. 6.9.4. IN SHRUB AREAS VALVE BOXES SHALL BE INSTALLED WITH THE TOP OF COVER SET TWO INCHES ABOVE FINISH GRADE. 6.9.5. IN LAWN AREAS VALVE BOXES SHALL BE INSTALLED WITH THE TOP OF COVER SET ONE-HALF OF AN INCH ABOVE FINISH GRADE. 6.9.6. ON THE INSIDE SURFACE OF EACH REMOTE CONTROL VALVE BOX, PULL BOX LID AND QUICK COUPLING BOX LID, WRITE TI--IE VALVE DESIGNATION NUMBER IN PERMANENT BLACK MARKER OR PAINT. DO NOT WRITE ON VALVE BOX LID. 6.9.7. BALL VALVE BOX LIDS SHALL MARKED WITH THE LETTERS "BV". 6.9.8. MASTER VALVE BOX LIDS SHALL MARKED WITH THE LETTERS "MV". 6.9.9. QUICK COUPLING VALVE BOX LIDS SHALL MARKED WITH THE LETTERS "QC". 6.9.10. PULL BOX LIDS SHALL MARKED WITH THE LETTERS "PB" OR "E". 6.9.11. WHERE PULL BOXES ARE LOCATED AT STREET CROSSINGS, PULL BOX LIDS SHALL MARKED WITH THE LETTERS "XING". 6.10. SPRINKLER HEADS: 6.10.1. ALL SPRINKLER HEADS SHALL BE INSTALLED AS PER DETAILS SHOWN. 6.1 0.2. SHRUB HEADS ON RISERS ARE NOT PERMITTED TO BE LOCATED ADJACENT TO PAVING SUR- FACES, HEADERS, TOP OF RETAINING WALLS, IN FRONT OF PROJECT SIGNAGE OR IN TURF AREAS. 6.10.3. TOP OF POP-UP SPRINKLER HEADS SHALL BE INSTALLED FLUSH WITH ADJACENT PAVING SURFACE. 6.10.4. POP-UP SPRINKLER HEADS SHALL BE INSTALLED APPROXIMATELY FOUR INCHES AWAY FROM ANY PAVING SURFACE. IN SHRUB AREAS, WHERE POP-UP SPRINKLER HEADS ARE LOCATED AT 6.10.6. SPRINKLER HEADS WITHIN THE SAME CIRCUIT SHALL BE OF THE SAME MANUFACTURER AND SERIES AND HAVE A UNIFORM PRECIPITATION RATE. 6.10.7. SPACING OF SPRINKLER HEADS SHALL NOT EXCEED MAXIMUM DISTANCES AS INDICATED IN THE IRRIGATION LEGEND. 6.1 0.8. ADJUST NOZZLES ARCS AND PRESSURE COMPENSATING DEVICES TO SUIT ANY PARTICULAR CONDITIONS OF THE AREA. THIS SHALL BE DONE AFTER THE SYSTEM HAS BEEN THOROUGHLY TESTED, IMMEDIATELY AFTER WRITTEN NOTIFICATION BY THE LANDSCAPE ARCHITECT TO DO SO. 6. 11. BACKFLOW PREVENTER: 6.11.1. BACKFLOW PREVENTER ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION, LOCATED AND AS DIRECTED ON DRAWINGS ADJACENT TO THE POINT OF CONNECTION, AND SHALL CONFORM TO ALL APPLICABLE HEALTH CODE AND ORDINANCE REQUIREMENTS. 6.11.2. BACKFLOW PREVENTER ASSEMBLIES SHALL BE LOCATED SHRUB AREAS WHERE POSSIBLE. EXACT LOCATION AND POSITIONING SHALL BE VERIFIED ON THE SITE AND SHALL BE APPROVED BY THE DISTRICT. 6.11.3. BACKFLOW PREVENTER ASSEMBLIES FOR POTABLE WATER IRRIGATION SYSTEMS SHALL BE PAINTED FLAT BLACK. 6.11.4. BACKFLOW PREVENTER ASSEMBLIES FOR POTABLE RECYCLED WATER IRRIGATION SYSTEMS SHALL BE PAINTED PURPLE. 6.12. FLUSHING SYSTEMS: 6. 12.1. AFTER PIPING AND RISERS ARE IN PLACE, BUT PRIOR TO THE INSTALLATION OF THE SPRINKLER HEADS, A FULL HEAD OF WATER SHALL BE USED TO FLUSH OUT THE SYSTEM. AFTER SYSTEM IS THOROUGHLY FLUSHED, CAP ALL RISERS. 6.13. TESTING: 6.13.1. NOTIFY LANDSCAPE ARCHITECT AND CITY INSPECTOR IN WRITING WHEN TESTING WILL BE CONDUCTED. CONDUCT TESTS IN PRESENCE OF THE LANDSCAPE ARCHITECT AND CITY INSPECTOR. 6.13.2. PRESSURE TEST: 6.13.2.1. ALL PRESSURE LINES SHALL BE TESTED UNDER HYDROSTATIC PRESSURE OF 125 LBS. PER SQ. INCH AND ALL NON PRESSURE LINES SHALL BE TESTED UNDER THE EXISTING STATIC PRESSURE AND BOTH BE PROVEN WATERTIGHT. (CONTRACTOR TO SUPPLY ALL HYDROSTATIC TEST EQUIPMENT NEEDED FOR TESTING.) 6.13.2.2. PRESSURE SHALL BE SUSTAINED IN THE LINES FOR NOT LESS THAN FOUR HOURS. IF LEAKS DEVELOP, THE JOINTS SHALL BE REPLACED AND THE TEST REPEATED UNTIL THE ENTIRE SYSTEM IS PROVEN WATERTIGHT. 6.13.2.3. TESTS SHALL BE OBSERVED AND APPROVED BY THE CITY INSPECTOR, LANDSCAPE ARCHITECT AND/OR OWNER PRIOR TO BACKFILL. BACKFILLING TRENCHES PRIOR INSPECTION WILL NOT BE ALLOWED AND ALL PREMATURELY FILLED TRENCHES SHALL BE SUBJECT TO REOPENING AS DIRECTED BY THE LANDSCAPE ARCHITECT OR CITY INSPECTOR. 6.13.3. COVERAGE TEST: 6.13.3.1. COVERAGE TESTING: PERFORM OPERATIONAL TESTING AFTER HYDROSTATIC TESTING IS COMPLETED, BACKFILL IS IN PLACE, AND SPRINKLER HEADS ADJUSTED TO FINAL POSITION. 6. 13.3.2. AFTER COMPLETION OF LANDSCAPE WORK, CAREFUU. Y ADJUST HEADS SO THEY WILL BE FLUSH WITH LAWN ARtAS OR NOT MORE THAN 1 /2" ABOVE FINISH GRADE IN GROUNDCOVER AREA. 6.14. CONCRETE THRUST BLOCKS AND SUPPORTS: 6.14.1. THRUST BLOCKS AND FOOTINGS SHALL BE PLACED ON NINETY PERCENT (90'-=) COMPACTED OR UNDISTURBED SUBGRADE. CONSTRUCT TO SHAPES SPECIFIED AND PARALLEL TO WALKWAYS. TOOL FINISH EXPOSED SURFACE. 6.15. AUTOMATIC CONTROL SYSTEM: 6.15.1. AUTOMATIC CONTROLLER SHALL BE INSTALLED AS SHOWN AND AS DIRECTED. CONTROLLER SHALL BE TESTED WITH COMPLETE ELECTRICAL CONNECTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY POWER TO THE CONTROLLER FOR OPERATION AND TESTING. 6.15.2. CONNECTIONS TO CONTROL WIRING SHALL BE MADE WITI--IIN AUTOMATIC CONTROLLER ENCLOSURE. ALL WIRE SHALL FOLLOW THE PRESSURE MAIN INSOFAR AS POSSIBLE. 6.15.3. ELECTRICAL WIRING SHALL BE ON A RIGID PVC PLASTIC CONDUIT FROM CONTROLLER TO ELECTRICAL OUTLET. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WIRING TO TI--IE SUB-PANELS, CLOCK~,. OR ELSEWHERE AS REQUIRED. IN ORDER TO COMPLETE THIS INSTALLATION. A DISCONNECT SvvlTCH SHALL BE INCLUDED. 6.15.4. CONTROLLERS SHALL HAVE A MASTER SWITCH. IT SHALL BE POSSIBLE TO OPERATE EACH VALVE MANUALLY INDEPENDENT OF TI--IE CLOCK OR ANY OTI--IER VALVE. 6.15.5. CONTRACTOR SHALL SUPPLY AND INSTALL A MANUFACTURER APPROVED BATTERY IN CONTROLLER TO PREVENT LOSS OF. PROGRAM. 6.15.6. CONTROL SYSTEM SHALL BE PROGRAMMED TO OPERATE ONE SYSTEM AT A TIME. 6.15. 7. SYSTEM ENCLOSURES SHALL BE EQUIPPED WITH A AUTOMATIC RAIN SHUT-OFF DEVICE. 5.16. AUTOMATIC CONTROL WIRE: 6.16.1. DIRECT BURIAL CONTROL WIRE SIZES: AS SHOWN AND SPECIFIED HEREIN BEFORE. 6.16.1.1. PROVIDE ONE CONTROL WIRE AND ONE COMMON GROUND WIRE TO SERVICE EACH VALVE IN SYSTEM. PROVIDE 4 FOOT MINIMUM EXPANSION LOOP AT EACH VALVE TO PERMIT REMOVAL AND MAINTENANCE OF VALVES. 6.16.1.2. INSTALL CONTROL WIRES AT LEAST 12" BELOW FINISH GRADE AND MINIMUM OF 4" FROM ANY PIPE OR FITTINGS EXCEPT AT TERMINAL POINTS. 6.16.1.3. INSTALL CONTROL WIRES AND IRRIGATION PIPING IN COMMON TRENCHES WHERE POSSIBLE. 6.16.1.4. IN CASE OF DAMAGE TO ANY COMMON OR CONTROL WIRE, CONTRACTOR IS TO RUN AN EXTRA COMMON AND TWO EXTRA CONTROL WIRES ON EACH LEG OF MAINLINE TO THE FARTHEST RCV BACK TO THE CONTROLLER. 6.16.1.5. ALL SPLICES SHALL BE ENCASED IN WATERPROOF CONNECTORS PER APPROVED MATERIALS. 6.16.1.6. PROVIDE TWO SEPARATE SPARE WIRES TO EACH VALVE MANIFOLD OR INDIVIDUAL VALVE. SPARE WIRES LOOPED TO EACH VALVE MANIFOLD IS UNACCEPTABLE. 6.16.1.7. END OF SPARE WIRES SHALL BE ENCASED IN A WATERPROOF CONNECTOR. 6.16.1.8. INDIVIDUAL CONTROL WIRES SHALL BE BUNDLED TOGETHER WITH A COLORED TAPE AT TEN FOOT INTERVALS. TAPE COLORS SHALL BE UNIQUE FOR EACH CONTROLLER'S WIRES. 6.16.1 .9. INSTALL CONTROL WIRES IN SLEEVES SEPARATE FROM PIPING. 6.16.1.10. CONTROL WIRE SPLICES: ALLOWED ONLY ON RUNS OF MORE THAN 300-FEET, SPLICES AS FOLLOWS: 6.16.1.10.1. STRIP OFF MINIMUM OF 2-1 /2" OF INSULATION FROM EACH WIRE. 6.16.1.10.2. SEAL CONNECTOR IN EPOXY RESIN AND BURY IN A ROUND VALVE BOX WITH A TWO FOOT EXPANSION LOOP. 6.16.1.10.3. NUMBERING AND TAGGING: IDENTIFY DIRECT BURIAL CONTROL WIRES FROM AUTOMATIC VALVES TO TERMINAL STRIPS OF CONTROLLER AT TERMINAL STRIP BY TAGGING WIRE WITH NUMBER OF CONNECTED VALVES. 6.17. FLOW SENSING DEVICE: 6.17.1. FLOW SENSING DEVICE SHALL BE LOCATED APPROXIMATELY AS INDICATED ON PLANS AND INSTALLED PER MANUFACTURE'$ SPECIFICATIONS. 6.17.2. FLOW SENSING DEVICE SHALL BE INSTALLED DOWN STREAM OF PRESSURE REGULATOR. 6.18. FLOW SENSING DEVICE: 6.18.1. RAIN SENSING DEVICE SHALL BE LOCATED APPROXIMATELY AS INDICATED ON PLANS AND INSTALLED PER MANUFACTURE'S SPECIFICATIONS. 6.18.2. EACH CONTROLLER ASSEMBLY SHALL BE EQUIPPED WITH ITS OWN RAIN SENSING DEVICE, UNLESS SYSTEM IS OPERATED BY A CENTRAL CONTROL SYSTEM. 6.19. SITE OBSERVATION VISITS BY THE ARCHITECT: 6. 19.1. IN ALL CASES WHERE SITE OBSERVATION VISITS OF THE IRRIGATION SYSTEM WORK IS REQUIRED AND/OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE DIRECTION AND/OR SIGHT OBSERVATION OF THE ARCHITECT OR HIS REPRESENTATIVE,( T)HE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR AND ARCHITECT AT LEAST THREE 3 WORKING DAYS IN ADVANCE OF THE TIME SUCH SITE OBSERVATION AND/OR DIRECTION IS REQUIRED. 6.19.2. SITE OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: 6.19.3. UPON INSTALLATION AND TESTING OF SLEEVES, MAIN LINES AND LATERAL LINES; WHEN PIPES ARE LAID AND ARE TO BE SUBMITTED TO PRESSURE TESTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN CHECKED AND APPROVED. 6.19.4. UPON INSTALLATION AND TESTING OF VALVES, QUICK COUPLERS, DEVICES, AUTOMATIC CONTROLLERS, AND CONTROL VALVES AND WIRES. 6.19.5. WHEN THE SPRINKLER SYSTEM IS COMPLETED PRIOR TO PLANTING, THE CONTRACTOR, IN THE PRESENCE OF CITY INSPECTOR AND ARCHITECT, SHALL PERFORM A COVERAGE TEST TO DETERMINE IF THE COVERAGE OF WATER AFFORDED THE LAWN AND PLANTING AREAS IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES. 6.19.6. FlNAL SITE OBSERVATION VISIT BY THE ARCHITECT ANO PERFORMANCE TEST SHALL BE AT THE SAME TIME AS THE FINAL SITE OBSERVATION OF THE SPECIFIED LANDSCAPE MAINTENANCE PERIOD WORK. END OF SECTION 0281 O "AS-BUILT " ADL APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. ____ EXP. REVIEWED BY: ---·--DATE PLANNING --- ASSOCIATES __ _.■1111- LAND PL.ANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C \,9-'tlO SCr,o C A R L S B A D, C A. 9 2 0 0 8 INSPECTOR DATE ~ CITY OF CARLSBAD I S5HE9ETS I 1----,f----+-----------------+---+---+---1-----1 ~ PLANNING DEPARTMENT ~=='--'==========:::::::::::::::::::::::::=====::...:::::::::~ LANDSCAPE IRRIGATION SPECIFICATIONS FOR: THE HEAD ON A PARKING STALL, POP-UP SPRINKLERS SHALL BE LOCATED EIGHTEEN INCHES FROM BACK OF CURB. 6.10.5. SPRINKLER HEADS SHALL BE LOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER-SPRAYING ON SIDEWALKS, STREETS, WINDOWS, WALLS AND ALL OTHER NON-DESIGNATED USE AREAS. ~ ,;,,Q 0-'-"•~ (78 0) 7 2 9 -8 63 7 FAX: (760)7 2 9 -8 3 24 It" 0,, .. ./? ' ...,-i, CARLSBAD OAKS NORTH ~ / /. i;; DATE: lD-:LS· 04 SUBMITTAL: FIN:>ti;..SUBMITTAL V ~ /Or27r()I/ w ~ a.. JOB NO: 20322 ~ ..rt ' *-.., OWN BY: ___ PROJECT NO. DRAWING NO. O> ASSISTANT PLANN .. IN_G_D_IR--ECT-,--0-R -------DATE 1. l"O"' ~~ SCALE: N , A DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ---C T 9 7 3 (}I r " REVISION DESCRIPTION RVWD BY -1 415-9L -L ___________________________________________________________________________ _::::_ __ ~o;RA;w;N~Br;::;:::~A~D~L~/T;G;/~C~E~:::::-:,.EEN~G~ 1N:EER~o~F~WOR=K~===:::::::;:::;::;::;:::;:::::====~o:rH:ER::::AP:P:Ro:v:Al.~::::c:1TY::;:i'P:P:Ro:v:AL::!:=::::::::;::;::::=::::·=•==========:!J.....1 ::JC Q_ OJ u) '1) u) '1) ... 0 0 N "' OJ " 0 ~ 0 I n _, / "' "O 0 Q_ / "' 0 u / N <~ n 0 N / (fJ f-u w ---, 0 Cc Q_ / ui \ \ \ ~ \ ~ \ "-\ \ \ ,,0' fl 101'1 ~ \ \ \ \ \ \ \ \ \ \ \ \ \ LOT 1 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS . PLANTING NOTES 1. DETERMINE THE LOCATION OF AU. UNDERGROUND UTILITIES PRIOR TO THE INITIATION OF ANY WORK. ALL WORK SHALL BE PERFORMANCE IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE TO UTILITIES. HAND EXCAVATE AS REQUIRED. 2. TREES SHAU. BE LOCATED A MINIMUM OF FIVE FEET FROM ANY DRAINAGE FLOW LINE, SEWER LINE, WATER LINE, GAS LINE, OR ELECTRICAL CONDUIT. a· 10· 20· 40' SEE SHEET 58 FOR PLANTING LEGEND AND NOTES SEE SHEET 58 FOR PLANTING DETAILS SEE SHEET 59 FOR PLANTING SPECIFICATIONS ADL .-:-:-:-:::-===::JLI! PLANNING 1-. ASSOCIATES 11111- "AS-BUILT " EXP. DATE REVIEWED BY: INSPECTOR DATE 3. FOR UNDERGROUND UTILITIES, SITE DRAINAGE, STREET IMPROVEMENTS AND GRADING DOCUMENTATION, REFER L A N D P L A N N I N G TO PLANS PREPARED BYO'DAYCONSULTANTS, CITY OF CARLSBAD PROJECT NO. C.T. 97-13, DRAWING NUMBER415-9, LANDSCAPE ARCHITECTURE ~ CITY OF CARLSBAD ~ ~--+--+----------------t---t----+---t----1 Ll.§__j PLANNING DEPARTMENT ~ ~=-''====================-===~ 415-9A, 415-9B, 415-9C, 415-9D, &415-9E. 2979 STATE STREET, SUITE C CARLSBAD, CA. 92008 4. ROOT BARRIERS SHAU. BE INSTALLED ADJACENT TO AU. PAVING SURFACES, WHERE A PAVING SURFACE IS LOCATED WITHIN 5' OF A TREE'S TRUNK. ROOT BARRIERS SHAU. EXTEND FIVE FEET IN EACH DIRECTION, FROM THE (76 0) 7 2 9 -8 6 J 7 f AX: (7 6 0)7 2 i -8 J 24 LANDSCAPE PLANTING PLAN FOR: CARLSBAD OAKS NORTH CENTER LINE OF THE TRUNK. FOR A TOTAL DISTANCE OF 10 FEET. INSTALLING ROOT BARRIERS AROUND THE ROOT OAm lO-lB-04 BALL IS UNACCEPTABLE. ~-10.LlC....~L---------/,-,_-,·7 ,., / SUBMITTAL: FINAL SUBMITTAL -' /_V ,:.... ~ 5. MAINTENANCE STRIP TO BE INSTAULED AS A MEANS OF MAINTENANCE DELINATION BETWEEN HOA AND INDMDUAL ASSISTANT PLANNING DIRECTOR DATE HOMEOWNER. JOB NO, 20322 OWN BY: ___ PROJECT NO. DRAWING NO. ,- LEGEND: ===== 6"CONCRETEMOWCURBTOBEINSTAU.EDADJACENTTOAL1.TURFAREAS. SCALE: 1"=20' DATE 1NmAL DATE 1NmAL DATE INITIAL CHKD BY:___ CT g] 13 415 _9L o l ____________________________ .::..::.:::_~SE~E~D~ET~A~IL~E~,~SH~E:ET:.:5·---------------------•-------=~==~::::: ___ ~;:===~~~~===-~E~NGl~N~EE~R~O~F~WO~RK~===~R~EV~l~S=IO~N=D=E=S=C~R~IP:T:10:N====~O=TH:ER:::Af':P:RO:VAL=~=CITY=A=PP=ROV=IIL::!::m!W=D=B=Y=: ======•=•==========J~' ----DRAWN BY: ADL/TG/CI: MAINTENANCE STRIP . V, ~ -0 N 0 I CL ··' / "' -0 0 c, / "' 0 u / N N "' 0 N / U) f-u w ---, 0 °' a. / 01 SEE SHl::ET 58 FOR PLANTING LEGEND AND NOTES VERIFY THE LOCATION OF THE SEWER FORCED MAIN LINE BEFORE EXCAVATING FOR TREE PLANTING. TREES MUST BE LOCATED A MINIMUM OF FIVE FEET FROM SEWER LINES. SEE SHEET 58 FOR PLANTING DETAILS SEE SHl::ET 59 FOR PLANTING SPECIFICATIONS ............ ---- ------------ - DRIVEWAY rosEW'.~;,,<---,L EASEMENT FAAADAYAVENUE \ PLANTING NOTES PIN S HAL PENSl:::s--Y 24" BOX 1. DETERMINE THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE INITIATION OF ANY WORK ALL WORK SHALL BE PERFORMANCE IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE TO UTILITIES. HAND EXCAVATE AS REQUIRED. 2. TREES SHALL BE LOCATED A MINIMUM OF FIVE FEET FROM ANY DRAINAGE FLOW LINE, SEWER LINE, WATER LINE, GAS LINE, OR ELECTRICAL CONDUIT. 3. FOR UNDERGROUND LITILITIES, SITE DRAINAGE, STREET IMPROVEMENTS AND GRADING DOCUMENTATION, REFER TO PLANS PREPARED BY O'DAY CONSULTANTS, CITY OF CARLSBAD PROJECT NO. C.T. 97-13, DRAWING NUMBER 415-9, 415-9A, 415-98, 415-90, 415-9D, & 415-9E. 4. ROOT BARRIERS SHALL BE INSTALLED ADJACENT TO ALL PAVING SURFACES, WHERE A PAVING SURFACE IS LOCATED WITHIN 5' OF A TREE'S TRUNK. ROOT BARRIERS SHALL EXTEND FIVE FEET IN EACH DIRECTION, FROM THE CENTER LINE OF THE TRUNK, FOR A TOTAL DISTANCE OF 10 FEET. INSTALLING ROOT BARRIERS AROUND THE ROOT BALL IS UNACCEPTABLE. 5. MAINTENANCE STRIP TO BE INSTALLED AS A MEANS OF MAINTENANCE DELINATION BETWEEN HOA AND INDMDUAL HOMEOWNER. LEGEND: 34 I l-1-l~r-1 \ ~------ 35 I XX K XX XX X K XX XX XX X K XX X K XX X K XX XX XX X K ,. """""""'"""f:i;i • >< '.lC >< X >< '.lC >< >< >< X >< X ~ • ·--~~-" " )< X I I I JE II X X J< )< )< " x~ )( )< )< X )< )< X K X " x __ x ,.. .. XX XX X )< X )<XX X K XX XX XX XX XX)<)< X )<XX X )<XX XX XX X )< X )< XX XX XX XX XX XX K X K XX XX Xx_ X -~ Y' X X X X X X X X X X X X X X X X X X X )< )< X )< X )< X X X X X X X X X )< X X X X X X X )< )( )< X X X X X X X v • )< X X X )< X X )< )< X X )< X X X )< )< )< X )< X X X )< X X X X X X X K X )< X X X X X X X X X X v ' PINUS '--HALEPENSIS 24" BOX FOR PAR't<WAY PLA TING, REFER TO LANDSCAPE IMPROVEMENT P S FOR FARADAY AVENUE AN FUERTE STREET D WING NO. 415-9M (BY ADL PLANNING) w z ----=>➔----------~ SEE CITY OF CARLSBAD DRAWING 415-9M FOR PARKWAY PLANTING "AS-BUILT " APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. o' 10· 20· AOL L 40' PLANNING ----■ ASSOCIATES IL LAND PLANNING LANDSCAPE ARCHlTECTURE 2979 STATE STREET, SUITE C C A R L S B A D, C A. 9 2 0 0 6 U60)7Z9-81l7 FAX:06D)729-Bl24 DATE: 10-18-04 SUBMITTAL: FINAL SUBMITTAL JOB NO: 20322 ----EXP. DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ 1-----l---l---------------1----+-----,l----+--f LlZ_J PLANNING DEPARTMENT L2U ~:::::::::.!==========:':::'::::='==~~ LANDSCAPE PLANTING PLAN FOR: CARLSBAD OAKS NORTH ,.__ ______ /0·27-o</ ASSISTANT PLANNING DIRECTOR DATE w ~ a.. OWN BY: ___ PROJECT NO. DRAWING NO. C\I 6' CONCRETE MOWCURB TO BE INSTALLED ADJACENT TO ALL TURF AREAS. SCALE: 1" = 20' DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: C T 9 7 1 3 0 SEE DETAIL E, SHEET 5. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ---• • -415-9L 1 l----------------------------~::.::.=:..::-~~~~~~=~--------------------------:::::::::::::: ___ ~D~R~~WN~B'l'~:==A~D~L~/~TG~/~C~E~==:..!=====~======================~========================~11. MAINTENANCE STRIP _J :::, CL if) '" ' 0 '° n c, I Q. -" / "' ,:; 0 Q / "' 0 (.) / N N n 0 N / l/1 1-u ,~ -, 0 [Jc Q_ / l/1 ---- I b I'- "' r- f" ~ r-, \ ,, ~ ,. . " - \ ... \' ' I ~ "'L ' 1, ' ' -------.... --- ----------- ----------- _ _,_.,.,...,-n nrll ------------. -_,.......r-rr -rrTT--rrTT""ITTI ---- • M 'I.., /Vd 1 - I ----------------------------~ :, - ----~m-]Tln,-,,,...,_ nnlTr;~ ------/ / /, / / / I' / / / / / / , / / / PLANTING NOTES APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. 1. DETERMINE THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE INITIATION OF ANY WORK. ALL WORK SHALL BE PERFORMANCE IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE TO UTILITIES. HAND EXCAVATE AS REQUIRED. 2. TREES SHALL BE LOCATED A MINIMUM OF FIVE FEET FROM ANY DRAINAGE FLOW LINE, SEWER LINE, WATER LINE, GAS LINE, OR ELECIBICAL CONDUIT. 3. FOR UNDERGROUND UTILITIES, SITE DRAINAGE, SIBEET IMPROVEMENTS AND GRADING DOCUMENTATION, REFER TO PLANS PREPARED BY O'DAY CONSULTANTS, CITY OF CARLSBAD PROJECT NO. C.T. 97-13, DRAWING NUMBER 415-9, 415-9A, 415-9B, 415-QC, 415-9D, & 415-9E. 4. ROOT BARRIERS SHALL BE INSTALLED ADJACENT TO ALL PAVING SURFACES, WHERE A PAVING SURFACE IS LOCATED WITHIN 5' OF A IBEE'S TRUNK. ROOT BARRIERS SHALL EXTEND FIVE FEET IN EACH DIRECTION, FROM THE CENTER LINE OF THE IBUNK, FOR A TOTAL DISTANCE OF 10 FEET. INSTALLING ROOT BARRIERS AROUND THE ROOT BALL IS UNACCEPTABLE. 5. MAINTENANCE STRIP TO BE INSTALLED AS A MEANS OF MAINTENANCE DELINATION BETWEEN HOA AND INDIVIDUAL HOMEOWNER. LEGEND: o· 10' 20' 40' SEE SHEET 66 FOR PLANTING LEGEND AND NOTES SEE SHEET 66 FOR PLANTING DETAILS SEE SHEET 67 FOR PLANTING SPECIFICATIONS AOL PLANNING ---, ASSOCIATES __ MATCHLINE- N.T.S. KEYMAP "AS-BUILT " ____ EXP. REVIEWED BY: INSPECTOR LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S B A D, C A. 9 2 0 0 8 ~ CITYPLANONIFNG CARLSBAD 1----4------4-----------------+---+--+---t----lLl§_j DEPARTMENT 1----+----+--------------t--+---+---+----I LANDSCAPE PLANTING PLAN FOR: {76~729-8637 FAX:{76~729-8324 CARLSBAD OAKS NORTH DATE: 10-18 -04 SUBMITTAL, FINAL SUBMITTAL JOB NO: 20322 DATE DATE w i D.. ::r: !i: 0 z ~ ti i ~ a: c3 OWN BY: ___ PROJECT NO. DRAWING NO. (¥) 8"CONCRETEMOWCURBTOBEINSTALLEDADJACENTTOALL TURFAREAS. SCALE: 1'=20' DATE INITIAL DATE INffiAL DATE INITIAL CRWIHKDD BYBY·.'---C.T. 97-13 415-9L 9 l _____________________________ _::.::::.::.~S:E:E~D~ET~A:IL:E~,~S~HE:E:T~5~-____________________________ ...::::::::::::::.. __ _:C:Rll:W:N:BY::==~A~D~L~/T~G~/~C~E~===-~EN~G~IN:EE~R~O~F~W=O~RK~====R=EV=IS::l:0::N::::D:E:S::C::R::IP:T::10::N====::!::oTH=ER=AP:P:ROV=:o.L~=c=ITY=AP=P=ROV=:o.L=:!::====================::J 0-; ----MAINTENANCE SIBIP _, - Cl' , u -st 0 I n ---" / <n "D 0 0. / <n 0 u / N N n 0 " / en f-u w --, 0 CY 0. / vi r--. ('I) tu w ::r: Cl) w w Cl) w z ::J ::r: 0 ~ ~ \ \ l \ ' ' \ \ \ .... X K X X X X \ 'I X X X X )( X )( X X X X )( X X X X X X X X X X X X X X X X X X X X X X X X X X X K X X X X X X X X X X )( X X X X X X X X X K X X X X X X X X X X )( X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X )( X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X )( X X X X )( )( X X X X X •• X X X K )( X X X X X X X X K X X X X K X >I X X X X X K X X X X X X X X X X X X X X X X X X X X X X X X K X X X X X X X X X X X X K X X X X X X X X X X X X X X X X " " " _JL------------- ey,- h ~~ -~•_,.l.. ---- . ,.;_.;";::': . .;;_~~-;l-·: -~- . ;,;-:~,:;~~~::;~}%ii~~fl}~~'~/.;-' . LLLFLF LF LF X X X X X K X X X X X X X X X >( X K X " " " " " " " " XX XX XX XX XX XX K X X_2S.•..X-~.--t XXX,C)()()()(~ __ XK ·--= _ ... ------- FARADAY ,c X X X ,c X >< X ,c X ,C X ,C X ,C >< X )C >C >C X X X X X X K )C X X X X X )C X )C ,C ,C X X X X X X X ,C X )C )C )C >< >< " ,. " " " " " " X K X X ,c X ,c ,c X X X ,C )C X ,C X ,C X I( ,c I< I< I( X ,c I< ,c ,C X ,C X X X X ,c X """"""" X X X K X )C ,C ,C X >e X X X X >e >e >C X >< X X X K X X )( X >C X ,C X >< >C X ,c ,c >< X l< X X X X X X X X X X ,C X ,C X ,C X ,C X ,C )C )C " " " " " " ,c " X )( ,c " I I I \ \ \ \ \ I \ I I \ \ \ 41 X l< X X X J< X X X X X X X X X X X ,: xxxxxx X X X X X X X X X X X X X K X X X )( X X )( X X X X X X X X X X X X K X X K X X X K X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X K X X X X X X X X X X X X X X X X X X X X X X X X X X X X X )( X X X X X )( X X >C X ,c ' . ,,O~~ ,p((; PINUS HALEPENSIS ---""' 36" BOX APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. X M II X II IMPROV MENT PLANS FOR FARADAY AVENUE AND EL FUERTE STREET DRAWING NO. 415·9M (BY AOL PLANNING) VERIFY THE LOCATION OF THE SEWER FORCED MAIN LINE BEFORE EXCAVATING FOR TREE PLANTING. TREES MUST BE LOCATED A MINIMUM OF FIVE FEET FROM SEWER LINES. o' 10' 20' 40' ADL PLANNING ASSOCIATES __ LA N D PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C CARLSBAD, CA. 92008 (760)729-8637 FAX:(760)729-1324 DATE: 10-18-04 SUBMITTAL: FINAL SUBMITTAL JOB NO: 20322 SCALE; 111 = 20' DRAWN BY: AOL/ TG / CE QUERCUS AGRIFOUA 36" BOX - -------- ,,,------QUERCUS AGRIFOLIA 36" BOX ------------- PLANTING NOTES -__ 42 /- 1. DETERMINE THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE INmATJON OF Am WORK. ALL WORK SHALL BE PERFORMANCE IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE TO LITILITIES. HAND EXCAVATE AS REQUIRED. 2. TREES SHALL BE LOCATED A MINIMUM OF FIVE FEET FROM ANY DRAINAGE FLOW LINE, SEWER LINE, WATER LINE, GAS LINE, OR B.ECTRICAL CONDUIT. 3. FOFI: UNDERGROUND UT1Lrrll=S, SITE DRAINAGE, STRE!ET IMPFIOVEMENTS AND GRADING DOCUMENTATION, REFER TO PLANS PREPARED BY CYDAY CONSULTANTS, CITY OF CARLSBAD PROJECT NO, C.T. 97-13, DRAWING NUMBER 415-9, 415-9A, 415-9B, 415-9C, 415-90, & 415-9E. 4. ROOT BARRIERS SHALL BE INSTALLED ADJACENT TO ALL PAVlNG SURFACES, WHERE A PAVlNG SURFACE IS LOCATED WITHIN 5' OF A TREE'S TRUNK. ROOT BARRIERS SHALL EXTEND FIVE FEET IN EACH DIRECTION, FROM THE CENTER LINE OF THE TRUNK, FOR A TOTAL DISTANCE OF 10 FEET. INSTAWNG ROOT BARRIERS AROUND THE ROOT BALL IS UNACCEPTABLE 5. MAINTENANCE STRIP TO BE INSTALLED AS A MEANS OF MAINTENANCE DEUNATION BETWEEN HOA AND INOMDUAL HOMEOWNER. LEGEND: ---Ir CONCRETE MOWCURB TO BE INSTALLED ADJACENT TO ALL TURF ARMS . SEE DETAIL E. SHEET 5. MAINTENANCE STRIP ------ ~ N.T.S. SEE SHEET 66 FOR PLANTING LEGEND AND NOTES SEE SHEET 66 FOR PLANTING DETAILS SEE SHEET 67 FOR PLANTING SPECIFICATIONS "AS-BUILT EXP. REVIEWED BY: " DATE KEYMAP INSPECTOR DATE ~ CITY OF CARLSBAD ~ t-----1---+----------------+---+---+---+----1 ~ PLANNING DEPARTMENT ULi :==::::::::::..=======================-=====: DATE INITIAL DATE INmAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE PLANTING PLAN FOR: CARLSBAD OAKS NORTH .__ ______ lo-Z7-or/ ASSISTANT PLANNING DIRECTOR DATE OWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. C.T. 97-13 DRAWING NO. 415-9L w i a. ::r:: h: 0 z ~ <( 0 0 al ~ ~ ~ I a. ...J :::; [L n <D U) "' CT> ~ "O U) 0 I [L _, / " "O 0 [I_ / "' 0 u / N N n 0 N / U1 c-u lu 7 0 "' Q_ / U1 12 -+ EL FUERTE STREET _/y _/ 14 I 15 DI· I ---------------.:..___________ / /-------._ I w z ::i ::c 0 i 2CI SEWER EASEMENT '!I' I< k >< X l< < VERIFY THE LOCATION OF THE SEWER FORCED MAIN LINE BEFORE EXCAVATING FOR TREE PLANTING. TREES MUST BE LOCATED OUTSIDE OF THE EASEMENT AND A MINIMUM OF FIVE FEET FROM SEWER LINES. PLANTING NOTES 1. DETERMINE THE LOCATION OF ALL UNDERGROUND UTILmeS PRIOR TO 11-IE INITIATION OF ANY WORK ALL WORK SHALL BE PERFORMANCE IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE TO UTILITIES. HAND EXCAVATE AS REQUIRED. 2. TREES SHALL BE LOCATED A MINIMUM OF FIVE FEET FROM Am DRAINAGE FLOW LINE, SEWER LINE, WATER LINE, GAS LINE, OR ELECTRICAL CONDUIT. 3. FOR UNDERGROUND UTILITIES, SITE DRAINAGE, STREET IMPROVEMENTS AND GRADING DOCUMENTATION, REFER TO PLANS PREPARED BY O'DAY CONSULTANTS, CITY OF CARLSBAD PROJECT NO. C.T. 97-13, DRAWING NUMBER 415-9, 415-9A, 415-9B, 415-9C, 415-9D, & 415-9E 4. ROOT BARRIERS SHALL BE INSTALLED ADJACENT TO ALL PAVING SURFACES, WHERE A PAVING SURFACE IS LOCATED WITHIN 5' OF A TREE'S TRUNK. ROOT BARRIERS SHALL EXTEND FIVE FEET IN EACH DIRECTION, FROM THE CENTER LINE OF 11-IE TRUNK, FOR A TOTAL DISTANCE OF 10 FEET. INSTALLING ROOT BARRIERS AROUND THE ROOT BALL IS UNACCEPTABLE. 5. MAINTENANCE STRIP TO BE INSTALLED AS A MEANS OF MAINTENANCE DEUNATION BETWEEN HOA AND INDIVIDUAL HOMEOWNER. LEGEND: ---- 6" CONCRETE MOWCURB TO BE INSTALLED ADJACENT TO ALL TURF AREAS. SEE DETAIL E, SHEET 5. MAINTENANCE STRIP ------------------------------------------------ "w''I :, X X X X X )( )( >< >< >( J:(~]f/< ~ ~ )( ,~.,, X X X )( X X X X X X X )( X X X II X X X I< >¥,;~~ "(J)x >< X X X X X X >< X X X X X X X X X X X X X X X X X X X X >< X X X X X >< x1<x"x"x"""xi"f~xJxx )( X " X " )( " " )( " )( " )( X " )( X " )( " " " " )( " )( X " X )( " " )( " " )( X " "W " X" X" XX"" X """XX X" X ><"XX"" .. ~ "Z' X lC X lC X ><><><)(XX>< X >< >< )( )( X >< >< J( ,CI( X >< X >< X XX XX XX><><>< It X >< X >< >:XX XX XI< XI'()(¥~ X -)( X )( X )( X X X )( )( lC X )( X I< X )( X X X )< X I( )( I( X )( X )( X )( X )( )C )( X I( )( )( I( )( I( X >< X >< X l( X 1):ltjl. v.,~ '1=1a'FiPARKWAYPLANTING,"Fi'E:FERT0LANDSCAPe' ' ' ' ' ' " IMPROVEMENT PLANS FOR FARADAY AVENUE AND L j:l.lERTE STREET DRAWING NO. 4~M (BY AJ;>L PLANNING) APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. o' 10' 20' 40' AOL PLANNING ASSOCIATES __ \ LAND PLANNING LANDSCAi=:,e: AFtCHITECTUR'E 2979 STATE STREET, SUITE C CARLSBAD, CA. 92008 (760)729-8637 FAX:(780)729-8J24 DATE: 10-18-04 SUBMITTAL: FINAL SUBMITTAL JOB NO: 20322 SCALE: 1" = 20' DRAWN BY: AOL / TG / CE \ \ X >< 1'; >< X X X X X >< )( .lJ' X /< ~ >< X X_ X X X >< X X X >< X X X I< X X X >< X • :c. -o ~ ~ N.T.S. KEYMAP "AS-BUILT ,, EXP. DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ t----1,--+---------------+---t---t---r---l L.!QJ PLANNING DEPARTMENT ~ ~===-=======::::::::::::=======:'..'.:::::::~ LANDSCAPE PLANTING PLAN FOR: CARLSBAD OAKS NORTH DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DAlE INITIAL OTHER APPROVAL CllY APPROVAL DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. C.T. 97-13 DRAWING NO. 415-9L w ~ :c IL. ... 0 0 N " "' / C, " 0 CL / ,:,1 0 u / N N n CJ GI / ,n e-u L.,J 7 0 Ct'. Q_ / co 3; ... b .·.·. _, ...... w .-.-. c:o· .. uJ . .-. w·.·.-. Ul _. _. _. I • • • • W ... . . . Z ... . . . --·-...I· .. :c .. . . ~--.·· .. ·: .. -. ... . . _. ··. · . .:·~. I . .-.-.-.-.-.-. _._._._._._._._._._._._. ·.-. 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' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -. . . . . . -. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ·••.'••····························••······-···································· ------------------ <( ~ SEWER PUMP EQUIPMENT STATION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. VERIFY T-1::! LOCATION OF THE SEWER FORCED MAIN LINE----. BEFORE EXG TING FOR TREE PLANTING. TREES MUST ----BE LOCATED A IMUM OF FIVE ~EET FROM SEWER LINES. ~-::::::.-_ "' "-- o· ADL PLANNING --- ~ "' ,-----(1)0 AG 5' 10' 20' ---...__ ---...__ ---...__ ---...__ ---...__ ---...__ ---...__ ·--~~. '--..... ---...__ \ \ \ \ SIGHTLlNE \_ ---------\ \ \ \ PLANTING NOTE:$ 1. DETERMINE THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE INmATION OF ANY WORK ALL WORK SHALL BE PERFORMANCE IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE TO UTILITIES. HAND EXCAVAlE AS REQUIRED. 2. TREES SHALL BE LOCAlED A MINIMUM OF FIVE FEET FROM /Wf DRAINAGE A.OW LINE, SEWER LINE, WAlER LINE, GAS LINE, OR ELECTRICAL CONDUIT. 3. FOR UNDERGROUND UTILITIES, SllE DRAINAGE, STREET IMPROVEMENTS AND GRADING DOCUMENTATION. REFER TO PLANS PREPARED BY O'DAY CONSULTANTS, CITY OF CARLSBAD PROJECT NO. C.T. 97-13, DRAWING NUMBER 415-9, 415-9A, 415-9B. 415-9C. 415-9D. & 415-9E. 4. ROOT BARRIERS SHALL BE INSTALLED ADJACENT TO ALL PAVING SURFACES. WHERE A PAVING SURFACE IS LOCATED WITHIN 5' OF A TREE'S TRUNK. ROOT BARRIERS SHALL EXTEND FIVE FEET IN EACH DIRECTION, FROM Tl-IE CENTER LINE OF THE TRUNK, FOR A TOTAL DISTANCE OF 10 FEET. INSTALLING ROOT BARRIERS AROUND THE ROOT BALL IS UNACCEPTABLE. 5. MAINlENANCE STRIP TO BE INSTALLED AS A MEANS OF MAINTENANCE OELINATION BE1WEEN HOA ANO INOMDUAL HOMEOWNER. LEGEND: ----6' CONCFIETE MOWCURB TO BE INSTALLED ADJACENT TO ALL TURF AREAS. SEE DETAIL E, SHEET 5. MAINTENANCE STRIP "AS-BUILT " ----EXP. DATE N.T.S. REVIEWED BY: KEYMAP INSPECTOR DATE ASSOCIATES ===:l ... il. ilmm■ Lill CITY OF CARLSBAD ~ ---------,--~t-----t---+------+--+---+--+---1 1 OE 9 L A N D p L A N N I N G "-=::::::::::=..::::=::::::P:::I.AN::::::N:::IN:::G:::::::::::p:::::A:::RT:::M:::E:::N:::::T ==~===: LANDSCAPE ARCHITECTURE r 2979 STATE STREET, SUITE C LANDSCAPE PLANTING PLAN FOR: (76D)729-8637 fAX:(760)729-8324 CARLSBAD, CA-9200! CARLSBAD OAKS NORTH DATE: 10-18-04 SUBMITTAL: FINAL SUBMITTAL JOB NO: 20322 i--1---+------------+---+--1---1--1~~~~~=-=-----h~rO'/ ASSISTANT PLANNING DIRECTOR DATE w i a. ::c l-a: 0 z i Cl ~ ~ ~ ---SCALE: DATE INmAI. DATE INITIAL DATE INITIAL 1"=20' DWN BY: ___ PROJECT NO. DRAWING NO. ~ L-------------------------------------------------------------------~::::::::::::.. __ _;DRA~WN=BY~:==A~D~L~/T~G~/~C~E===...!:E:N:GIN:E:ER=OF=W=O=RK:!:::===R=EV=IS::10::N::::D::E::S::C:Rl:P:Tl::0:N====~o=TH=E=R=AP:P:RO:VA:L::!::Cl:TY:::M':P:RO:VJ>J..::!:::~:~:Kg=~=;~~~~===c=.T=•=9=7==1=3===4=1=5=9=L=!..I~ ' TEMPORARY SLOPE HYDROSEED MIX 'C' J .- I ---i-~/ ,-......., ,--+-J l/1'--1--! I I I I \ \\ I \ I I I ' I I I ' ' ,/ I // I ( I \ I --,.._, I I ' \ \ ' \ \ \ \ \ \ I I ! I I I I I I I I I I ~?-'I I \ MATCHLINE -SEE SHEET43 ' PLANTING NOTES 1. DETERMINE THE LOCATION OF ALL UNDERGROUND UTILmES PRIOR TO THE INITIATION OF ANY WORK. ALL WORK SHALL BE PERFORMANCE IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE TO UTILITIES. HAND EXCAVATE AS REQUIRED. 2. TREES SHALL BE LOCATED A MINIMUM OF FIVE FEET FROM ANY DRAINAGE FLOW LINE, SEWER LINE, WATER LINE, GAS LINE, OR ELECTRICAL CONDUIT. 3. FOR UNDERGROUND UTILITIES, SITE DRAINAGE, STREET IMPROVEMENTS AND GRADING DOCUMENTATION, REFER TO PLANS PREPARED BYO'DAY CONSULTANTS, CITY OF CARLSBAD PROJECT NO. C.T. 97-13, DRAWING NUMBER 415-9, 415-9A, 415-9B, 415·9C, 415-9D, & 415-9E, 4. ROOT BARRIERS SHALL BE INSTALLED ADJACENT TO ALL PAVING SURFACES, WHERE A PAVING SURFACE IS LOCATED WITHIN 5' OF A TREE'S TRUNK ROOT BARRIERS SHALL EXTEND FIVE FEET IN EACH DIRECTION, FROM THE CENTER LINE OF THE TRUNK, FOR A TOTAL DISTANCE OF 10 FEET. INSTALLING ROOT BARRIERS AROUND THE ROOT BALL IS UNACCEPTABLE. 5. MAINTENANCE STRIP TO BE INSTALLED AS A MEANS OF MAINTENANCE DELINATION BETWEEN HOA AND INDMDUAL HOMEOWNER. o· 10· 20' 40' \ \ ' AOL L PLANNING lia ASSOCIATE_S ___ ==■ LAND PLANNING LANDSCAPE ARCHITECTURE zg79 STATE STREET, SUITE C C A R L S B A D, C A. 9 2 0 0 8 (76~729-8637 FAK:(7&0)729-1324 DATE: 10-\£,. 04 SUBMITTAL: FIi.iA\.. SUBMITTAL JOB NO: 20322 -~ \ I I :\ i\ I I I \ ', .. I I I I ' I I I \ I ! I ~; Ci:· (:_~ ~) "--J c::::::, ~ \ ' I I \~ I,-,.,,.., I I I I I I I I I I I I . li"f' I I I I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. / J SEE SHEET 58 FOR PLANTING LEGEND AND NOTES SEE SHEET 58 FOR PLANTING DETAILS SEE SHEET 59 FOR PLANTING SPECIFICATIONS N.T.S. KEYMAP "AS-BUILT " ----EXP. DATE REVIEWED BY: INSPECTOR DATE fSHE?l CITY OF CARLSBAD ~ 1---4--+---------------t---+--t---+---t L.42.J PLANNING DEPARTMENT ~ :===='-=====::::::::::::::::::::::::::::::'::::::::::::::::===-=~ LANDSCAPE PLANTING PLAN FOR: CARIBBAD OAKS NORTH LEGEND: ll"CONCRETEMOWCURBTOBEINSTALLEDADJACENTTOALL TURF AREAS. DWN BY: ___ PROJECT NO, DRAWING NO. ('... SEE DETAIL E, SHEET s. SCALE: 1" = 20' DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY· C T 9 7 1 3 41 5 9 L 0 L ______________________________________ :MAl:NT:E:NAN:C:E:STR:IP~--------------------------..::::::::=:::::: ___ _;D~RA:W:N:BY~: :;;:;;:;:AD~L~/~TG~/C~E~:;;:;;:;;:;;:_~E:N:Gl:NE:E:R:O::F:WO:R:K~====R=E\l::l:S::10::N::::D:E:S::C:R::IP:T:10::N====~=OT=H=ER=AF=P=RO:V:AL~=C=l1Y:A:F'P:R:O:VAl.::!::R:Wl=D=BY:ii~~~i:::::::•=•==========:!J~ WL ....I :c () ~ :E ---------------- PLANTING NOTES -------- I I / I I --- 1. DETERMINE THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE INITIATION OF ANY WORK ALL WORK SHALL BE PERFORMANCE IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE TO UTILITIES. HAND EXCAVATE AS REQUIRED. 2. TREES SHALL BE LOCATED A MINIMUM OF FIVE FEET FROM ANY DRAINAGE FLOW LINE, SEWER LINE, WATER LINE, GAS LINE, OR ELECTRICAL CONDUIT. 3. FOR UNDERGROUND UTH..ITIES, SITE DRAINAGE, STREET IMPROVEMENTS AND GRADING DOCUMENTATION, REFER TO PLANS PREPARED BY O'DAY CONSULTANTS, CITY OF CARLSBAD PROJECT NO. C.T. 97-13, DRAWING NUMBER 415-9, 415-9A, 415-98, 415-9C, 415-9D, & 415-9E. 4. ROOT BARRIERS SHALL BE INSTALLED ADJACENT TO ALL PAVING SURFACES, WHERE A PAVING SURFACE IS LOCATED WITHIN 5' OF A TREE'S TRUNK. ROOT BARRIERS SHALL EXTEND FIVE FEET IN EACH DIRECTION, FROM THE CENTER LINE OF THE TRUNK, FOR A TOTAL DISTANCE OF 10 FEET. INSTALLING ROOT BARRIERS AROUND THF.: ROOT BALL IS UNACCEPTABLE. 5. MAINTENANCE STRIP TO BE INSTALLED AS A MEcANS OF MAINTeNANCE DEUNATION BETWEEN HOA AND INDIVIDUAL HOMEOWNER. LEGEND: ====== 6" CONCRETE MOWCURB TO BE INSTALLED ADJACEcNT TO ALL TURF AREAS. LOT3 ----------- -------- C I \ \ I ' ' MATCHLINE -SE1 SHEET 42 1 '" l'" m ;~t ''" "'· " t I \ • I I I \ I I I \ \ I I \ I ' , \'. '- AL ) / / \ \ I ! ' , '"'-SEE SHEET 58 FOR PLANTING LEGEND AND NOTES SEE SHEET 58 FOR PLANTING DETAILS SEE SHEET 59 FOR PLANTING SPECIFICATIONS "AS-BUILT " ----EXP. DATE REVIEWED BY: SEE DETAIL E, SHEETS. r----------:::,,"==--=··"==,;=~==r=~-::"°--------, MAINTENANCE STRIP ,,·, • , , 7"--, ----o· 10' 2o' 40' ADL ----1 PLANNING ====== L ASSOCIATES ---9II. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. INSPECTOR DATE / '~ • ' ' I ..,. , \_..-:·L.l __ :-1:::.:.::--/ ''-. ·vK-, 7 \\ ! •, ,, / ->---. ,-± --::i -.., : r-----1 t--.J: j-. _,... -\ I , ' ----, . --' -:-n ---,I '-----+r~ _,;,~--... --\ it.--,c,,,-,;l::::: - \ __ _ LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C CARLSBAD, CA, 92008 .m. (780)729-8837 FAX,(760)729-8324 ~ CITY OF CARLSBAD ~ 1---+---1----------------t----t---t----+--t ~ PLANNING DEPARTMENT ~ ~=-==================-====: LANDSCAPE PLANTING PLAN FOR: CARIBBAD OAKS NORTH h.f-..d DATE: 10-IS:· 04 SUBMrrTAL: PINAL SUBMITTAL ,__ ___________ I0-27-01/ N T S ASSISTANT PLANNING DIRECTOR DATE ' ' ' JOB NO: 20322 KEYMAP OWN BY: PROJECT NO. DRAWING NO. CX) REVISION DESCRIPTION RVWD BY C T 9 7 -1 3 DRAWN BY: ADL / TG / CE ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL : • • l---------------------------------=~======================::::. __________ .::::::::::~::---~S~CAL~E:~==~1~"~=~2~0'~~===1~DA~T~E~~IN~ITIAL~~===~~~~~~~~~===~~DA=TE==IN:ITIAL=~=OATE=='N=ITl=AL~==CH:K:D::B:Y::-=~~~~==========;=1=s=~~=~o~, --,,";../~· iJ•, )'t "_, ____ --~" 1./-"': ~~ .-I-· I --- ·,, '"'(-~-;,l'"f \..,Y:-, ,_,,,_.,,)( X )C l( X )( l( X X l( )1,-k 11-x )( >< ,,-:;--;-,., ~ (a__f-iU1Ne ,. )( )C X ,S\GM '-, /"" t t: __ , , -:S::~"-• ,. X X X X I< X >< X )I X )( )( )( )( X ,C X )I X K )( )( )( )( ~ )( ,)(J )( )( ,C )( ,C )( -;--,. ,>< )( )( )C v~ t . ~~ ~~•; -=-lCXXXXXXXXXX)()()()()()()()()(,C)()()(X)()()()C)()()()()()()()C)()(l(XXX-~•X~X~X•X,c x ,c X X X X K X >I X )( )( K X )C X )( X X X )( )( )( )( )( )( )( )( )C lC X X X X X X X X X X >< X X X ,c X >< X >< X X X X X " >< K X >< )( )( )( )( l( )( )( )( )( )( X )( )( )( )( )( X )( )( )( )( )C --~\ ,. 0:-a: cc )( " )( )( )( " )( " : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : ;: : "~:'-':"- ~XX XX XX XX X >< X ><XX XX XX XX XX XX XX>< XX XX XX XX XX XX XX XX)( XX XX XX XI( I( X I( XX XX XX XX XX Xx'( X ,r I( XX XX XX XX ,r X ,l!-,_.x..~X X X X X >< >< X X X X X X X X X " X " X " X I( X " X X X X X X X X X X I< X X X X X X X X X X >< X >< )( >< X >< X >< X >< X >< X >< X >< X >< X X )( X X X X II X II X X M )( )( ---"};t:~11 XX X IC XX XX>< XX XX XX X "-~XX X >< X ><XX~-" X >< X >< X ><XX XX X >< >C _x XX XX XIE>< IE XX x __ x XX II XII XX XX XX XX\ XX Xx __ " _x xx x Xx . -\ \ ------'-,. . \ \ \ \ \ \ \ \ \ \ \ \ ! • • MATcHuNE-SEE sH·E\r 43 --- ------ / ----~-------.__ .... ____ .., ,./ WHIPTAIL LOOP ----- I- ft \ \ i I I / I / ',. /I PLANTING NOTES SEE SHEET 58 FOR PLANTING LEGEND AND NOTES SEE SHEET 58 FOR PLANTING DETAILS SEE SHEET 59 FOR PLANTING SPECIFICATIONS 1. DETERMINE THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE INmATION OF At-N WORK ALL WORK SHALL BE PERFORMANCE IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE TO UTILITIES. HAND EXCAVATE AS REQUIRED. 2. TREES SHALL BE LOCATED A MINIMUM OF FIVE FEET FROM At,N DRAINAGE FLOW LINE, SEWER LINE, WATER LINE, GAS LINE, OR ELECTRICAL CONDUIT. 3. FOR UNDERGROUND UTILITIES, SITE DRAINAGE, STREET IMPROVEMENTS AND GRADING DOCUMENTATION, REFER TO PLANS PREPARED BY O'DAY CONSULTANTS, CITY OF CARLSBAD PROJECT NO. C.T. 97-13, DRAWING NUMBER 415-9, 415-9A, 415-9B, 415-9C, 415-9D, & 415-9E. 4. ROOT BARRIERS SHALL BE INSTALLED ADJACENT TO ALL PAVING SURFACES, WHERE A PAVING SURFACE IS LOCATED WITHIN 5' OF A TREE'S TRUNK ROOT BARRIERS SHALL EXTEND FIVE FEET IN EACH DIRECTION, FROM THE CENTER LINE OF THE TRUNK, FOR A TOTAL DISTANCE OF 10 FEET. INSTALLING ROOT BARRIERS AROUND THE ROOT BALL IS UNACCEPTABLE. 5. MAINTENANCE STRIP TO BE INSTALLED Af3 A MEANS OF MAINTENANCE DELINATION BElWEEN HOA AND INDIVIDUAL HOMEOWNER. LEGEND: ----6" CONCRETE MOWCURB TO BE INSTALLED ADJACENT TO ALL TURF AREAS. SEE DETAIL E, SHEET 5. MAINTENANCE STRIP ·•,,..._ / ~-'------._// o' 10' 20' 40' ADL L PLANNING ___ 111!11 ASSOCIATES l!l!a L.AND PL.ANNING L.ANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C CARLSBAD, CA. 92008 060}729-8637 fAX:060)l21-ll24 DATE: \O· l!) ·04 \ \ ' ' -------- APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. "AS-BUILT " ----EXP. DATE REVIEWED BY: INSPECTOR DATE t---+----+---------+--------;--;------+---1fsHITi14 CITY OF CARLSBAD ~9 l_Mj::::::::::::::~===P::::LA:::::::N::::Nl::::N:::G::::Q:::E::::P::::AR:::T:::M::E:::NT:::::::==:'...::::l.2LJ::::::::::=~ LANDSCAPE PLANTING PLAN FOR: CARLSBAD OAKS NORTH w i a. ~ SUBMITTAL: FINAL. SUBMITTAL ->f~":='':::-:-~'::-:===--------/0-27-oc/ N. T. S. ;;:: JOB NO: 20322 ASSISTANT PLANNING DIRECTOR DATE KEYMAP SCALE: 1" = 20' DATE INIT""-DATE INITIAL DATE INITIAL DWN BY: ---PROJECT NO. DRAWING NO. O') DRAWN BY: ADL/TG/CE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITYAPPROVAL ~:g ~;---C.T. 97-13 415-9L 6'.'. L--------------~=======~~~=::::::'., ___ _::::::::::::::_~~=====~=~======================-l.....1 X X X X X X X X X \ I \ I I I f I I I I I I I I I I I I ... '-0 I \ I ,, -L_\- I I I \ ~~~~_._EMP1RARY S ,, I \ \ \ \ \ i ~ " ' )" '. "'"'~'' -' \ \ -._____, \ :"--- MATCHLINE -SEE SHEET 44 PLANTING NOTES 1-DETERMINE TH!: LOCATION OF ALL UNDERGROUND LJT'ILrrl!:S PRIOR TO THE INITIATION OF ANY WORK ALL WORK SHALL BE PERFORMANCE IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE TO UTILITIES, HAND EXCAVATE AS REQUIRED, 2, TREES SHALL BE LOCATED A MINIMUM OF FIVE Fl:ET FROM ANY DRAINAGE FLOW LINE, S!:WER LINE, WATER LIN!:, GAS LINE, OR ELECTRICAL CONDUIT, 3, FOR UNDERGROUND LJT'ILITIES, SITE DRAINAGE, STREET IMPROVEMENTS AND GRADING DOCUMENTATION, REFER TO PLANS PREPARED BY O'DAY CONSULTANTS, CITY OF CARLSBAD PROJECT NO. C.T. 97-13, DRAWING NUMBER 415-9, 415-9A, 415-9B, 415-9C, 415-90, & 415-9E. 4. ROOT BARRIERS SHALL BE INSTALLED ADJACENT TO ALL PAVING SURFACES, WH!:RE A PAVING SURFACE IS LOCATED WITHIN 5' OF A TREE'S TRUNK. ROOT BARRIERS SHALL EXTEND FIVE FEET IN EACH DIRECTION, FROM THE CENTER LINE OF THE TRUNK, FOR A TOTAL DISTANCE OF 10 FEET. INSTALLING ROOT BARRIERS AROUND THE ROOT BALL IS UNACCEPTABLE. 5. MAINTENANCE STRIP TO B!: INSTALLED AS A MEANS OF MAINTENANCE DELINATION BETW!:EN HOA AND INDMDUAL HOMEOWNER. LEGEND: 6" CONCRETE MOWCURB TO BE INSTALLED ADJACENT TO ALL TURF AR!:AS. SEE DETAIL E, SHEET 5. MAINTENANCE STRIP --1'--t'~d- LOT4 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. o· 10· 20· AOL 40' PLANNING --- ASSOCIATES __ LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S 8 A D, C A. 9 2 0 0 8 (760)729-Bill FAK:(760)729-8l24 DATE: fO • 1& -D4 SUBMITTAL: ~INA~ SUBMITTAi. JOB NO: 20322 SCALE: 111 == 20' DRAWN BY: ADL/TG/CE DATE INITIAL ENGINEER OF WORK SEE SHEET 58 FOR PLANTING LEGEND AND NOTES SEE SHEET 58 FOR PLANTING DETAILS SEE SHEET 59 FOR PLANTING SPECIFICATIONS N.T.S. KEYMAP REVIEWED INSPECTOR ~/'? -~ ·---~-.. "AS-BUILT EXP. BY: " DATE DATE [&] 5 CITY OF CARLSBAD 1 s5E9Ts 1 PLANNING DEPARTMENT LANDSCAPE PLANTING PLAN FOR: CARLSBAD OAKS NORTH - .\:. ..... ~ !Q-27-s!L. ASSISTANT PLANNING DIRECTOR DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL REVISION DESCRIPTION CHKD BY: C.T. 97-13 415-9L OTHER APPROVAL CllY APPROVAL RVWD BY: -w fl') <( J: ~ a.. J: I-., a: ~ 0 z ~ <( \a 0 0 <( t Ill 4 Cl) ...J a: <( u 0 ~~t .,.... I Q_ ...J LO -::I" I-w w I (/) ·-·--. w w (/) w z -...J I () I-;\ <( ~, ~ / X X X X K X X X K K X K K >< X X X K X X X X X X X X )( X K X XX XX ,x XX XX XX XX XX XX XX X XX K XX XX X )( )( X XX XX XX ,....,....., X X X >< X X X X X X ~ )( X X X X X X X )( )< X >< X X X >C X X X X K X X I( X X X K X X X )( X X X "M V .X XX XX XX X ~ X K XX XX XX XX XX XX XX XX X XX XX X X X X XX K XX XX X • " X ><'-'(. X X )( X X X I( X X X X X X K X X K X X X X K X )( X X X )( )( )( X X X X X X ' •-XX XX XX XX XX XX K XX XX X XX XX XX XX XX XX XX X ',, ''XXXKXXXXXXKXXX XXXXXKXXXXXXX • .,, X X X X X X APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. PLANTING NOTES X X X X )( X )( X X X X )( X X X X X X IC V X X X X >< X V I( )( )( )( )( X X >< X ' . . .. 1. DETERMINE THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE INITIATION OF ANY WORK. ALL WORK SHALL BE PERFORMANCE IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE TO UTILITIES. HAND EXCAVATE AS REQUIRED. 2. TREES SHALL BE LOCATED A MINIMUM OF FIVE FEET FROM' ANY DRAINAGE FLOW LINE, SEWER LINE, WATER LINE, GAS LINE, OR ELECTRICAL CONDUIT. 3. FOR UNDERGROUND UTILITIES, SITE DRAINAGE, STREET IMPROVEMENTS AND GRADING DOCUMENTATION, REFER TO PLANS PREPARED BY O'DAY CONSULTANTS, CITY OF CARLSBAD PROJECT NO. C.T. 97-13, DRAWING NUMBER 415-9, 415-9A, 415-9B, 415-9C, 415-9D, &415-9E, 4. ROOT BARRIERS SHALL BE INSTALLED ADJACENT TO ALL PAVING SURFACES, WHERE A PAVING SURFACE IS LOCATED WITHIN 5' OF A TREE'S TRUNK. ROOT BARRIERS SHALL EXTEND FIVE FEET IN EACH DIRECTION, FROM THE CENTER LINE OF THE TRUNK, FOR A TOTAL DISTANCE OF 10 FEET. INSTALLING ROOT BARRIERS AROUND THE ROOT BALL IS UNACCEPTABLE, 5. MAINTENANCE STRIP TO BE INSTALLED AS A MEANS OF MAIIIITENANCE DELINATION BETWEEN HOA AND INDIVIDUAL HOMEOWNER. -- DRIVEWAY O' 10' 20' DRIVEWAY INE -, 40' DRIVEWA SEE SHEET 58 FOR PLANTING LEGEND AND NOTES SEE SHEET 58 FOR PLANTING DETAILS SEE SHEET 59 FOR PLANTING SPECIFICATIONS AOL ■- PLANNING - ASSOCIATES---==- MAINTENANCE STRIP SHALL BE EDGEX NO.81-60 "AS-BUILT " ~ ____ EXP. ____ DATE N.T.S. REVIEWED BY: KEYMAP INSPECTOR DATE LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S B A D, C A. 9 2 0 0 8 ~ CITY OF CARLSBAD I S5HE9ETS I 1---llf---+----------------+---+---+---t---i l..i§_J PLANNING DEPARTMENT ~=-'==::::::::::====:::::::::::=====~::::::::; LANDSCAPE PLANTING PLAN FOR: (78~729-8637 FAX:Q80)129-8324 CARLSBAD OAKS NORTH DATE: \0-18 -04 SUBMITTAL, FINAi. SUBMITTAL w i CL ::c h: 0 z ~ <( 0 0 ca ~ a: <3 JOB NO: 20322 LEGEND: ====== 6" CONCRETE MOWCURB TO BE INSTALLED ADJACENT TO ALL TURF AREAS. DWN BY: ___ PROJECT NO, DRAWING NO. -r- SEE DETAIL E, SHEETS. SCALE: 1'=20' DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:___ CT 97 13 415 9L ..... L-------------------------=~=-==-=-~M:Al:N:T:E:N:AN=C~E~S:T:R:IP----------------------------------~::::::::::::::... __ ~□~RA=W=N~BY~:::::::A~D~L~/~TG~/C~E~:::::.~EN~G~IN~EE~R~O~F~WO~RK~====R=EV=IS:l::0::N:::D::E::S::C::R::IP:T:10::N====~=OTH=E=R=AP:P:R:Ql;:1'1.~=c=ITY=AP:P:RQl;=:,,.L~=R=VW=D=B=Y=:======•=•==========::!J~ I / / MATCHLINE -SE~ SHEEt,-,..-<-;::.. I QUERCUS AGRIFOLIA 36" BOX PLANTING NOTES / ,!l frl//.,,M / / / / I ---- -------- 1. DETERMINE THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE INITIATION OF At-N WORK. ALL WORK SHALL BE PERFORMANCE IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE TO UTILITIES. HANO EXCAVATE AS REQUIRED. 2. TREES SHALL BE LOCATED A MINIMUM OF FIVE FEET FROM At-N DRAINAGE FLOW LINE, SEWER LINE, WATER LINE, GAS LINE, OR ELECTRICAL CONDUIT. 3. FOR UNDERGROUND UTILITIES. SITE DRAINAGE. STREET IMPROVEMENTS ANO GRADING DOCUMENTATION, REFER TO PLANS PREPARED BY O'DAY CONSULTANTS, CITY OF CARLSBAD PROJECT NO. C.T. 97-13, DRAWING NUMBER 415-9, 415-9A, 415-9B, 415-9C, 415-9D, & 415-9E. 4. ROOT BARRIERS SHALL BE INSTALLED ADJACENT TO ALL PAVING SURFACES, WHERE A PAVING SURFACE IS LOCATED WITHIN 5' OF A TREE'S TRUNK. ROOT BARRIERS SHALL EXTEND FIVE FEET IN EACH DIRECTION, FROM THE CENTER LINE OF THE TRUNK, FOR A TOTAL DISTANCE OF 10 FEET. INSTALLING ROOT BARRIERS AROUND THE ROOT BALL IS UNACCEPTABLE. 5. MAINTENANCE STRIP TO BE INSTALLED AS A MEANS OF MAINTENANCE DELINATION BETWEEN HOA ANO INDIVIDUAL HOMEOWNER. LEGEND: ===== 6" CONCRETE MOWCURB TO BE INSTALLED ADJACENT TO ALL TURF AREAS. SEE DETAIL E, SHEET 5. ----MAINTENANCE STRIP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. FOR PAR~AY PLANTING, REFER TO LANDSCAPE IMPROVEMENT PLANS FOR FARADAY AVENUE AND L FUERTE STREET DRAWING NO. 415-9M (BY ADL PLANNING) ~ N.T.S. KEYMAP o' 10' 20' 40' / I I / I / I I I I I I I I -------- ADL L PLANNING -■ ASSOCIATES ___ IIIL LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S B A 0, C A. 9 2 0 0 8 (760)729-8637 FAX:(760)729-8324 DATE: 10-, -04 SUBMITTAL: rl~', SUBMITTAL JOB NO: 20322 SCALE: 111 = 201 DRAWN BY: ADL/TG/CE - DATE INITIAL ENGINEER OF WORK I ! I I I I / I I I I I ! I I I I I I I ' I I I I I I I I I I I I REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL SEE SHEET 58 FOR PLANTING LEGEND AND NOTES SEE SHEET 58 FOR PLANTING DETAILS SEE SHEET 59 FOR PLANTING SPECIFICATIONS "AS-BUILT " ----EXP. DATE REVIEWED BY: INSPECTOR DATE I S5E9S I Lill CITY OF CARLSBAD 7 PLANNING DEPARTMENT LANDSCAPE PLANTING PLAN FOR: CARLSBAD OAKS NORTH ~ lo--Zl-0'/ ASSISTANT PLANNING DIRl::CTOR DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: C.T. 97-13 RVWD BY: 415-9L w ~ J: ~ a. J: t-.., a: 0 ~ z Cl) ~ I <( 0 ~ 0 <( CD Cl) _J a: <( (.) C\I ~~~ ..- I \o ~ a.. ...J I ,-~--\ ~ ~ ~ -- i.. ~ l!S'-O" ST""M DRAIN EASEMENT 'c\a ,,;~ ,,"• MATCHLINE-SEE SHEET 57 "'" "' ,., -~ ~ mli 'fut '#1,~ --7•·· .. ::--.'0- MAT ?~ ' I HLINE -ISEE SHEET 46 PLANTING NOTES 1. DETERMINE THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE INITIATION OF ANY WORK. ALL WORK SHALL BE PERFORMANCE IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE TO UTILITIES. HAND EXCAVATE AS REQUIRED. 2. TREES SHALL BE LOCATED A MINIMUM OF FIVE FEET FROM ANY DRAINAGE FLJ:JW LINE, SEWER LINE, WATER LINE, GAS LINE, OR ELECTRICAL CONDUIT. 3. FOR UNDERGROUND UTILITIES, SITE DRAINAGE, STREET IMPROVEMENTS AND GRADING DOCUMENTATION, REFER TO PLANS PREPARED BY O'DAY CONSULTANTS, CITY OF CARLSBAD PROJECT NO. C. T. 97-13, DRAWING NUMBER 415-9, 415-9A, 415-9B, 415-9C, 415-90, & 415-9E. 4. ROOT BARRIERS SHALL BE INSTALLED ADJACENT TO All PAVING SURFACES, WHERE A PAVING SURFACE IS LOCATED WITHIN 5' OF A TREE'S TRUNK. ROOT BARRIERS SHALL EXTEND FIVE FEET IN EACH DIRECTION, FROM THE CENTER LINE OF THE TRUNK, FOR A TOTAL DISTANCE OF 10 FEET. INSTAWNG ROOT BARRIERS AROUND THE ROOT BAU. IS UNACCEPTABLE. 5. MAINTENANCE STRIP TO BE INSTALi.ED AS A MEANS OF MAINTENANCE DELINATION BETWEEN HOA AND INDIVIDUAL HOMEOWNER. LEGEND: ---- 6" CONCRETE MOWCURB TO BE INSTALL.ED ADJACENT TO AU. TIJRF AREAS. SEE DETAIL E, SHEET 5. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. a· 10· 20' AOL 40' PLANNING --- ASSOCIATES __ LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S B A D, C A. 9 2 0 0 6 ~80)729-8637 fAX:~60}729-ll!< DATE: 10· \l,. 04 SUBMITT~L: l'lijM..SUBMITTAL JOB NO: 20322 SCAI.£: 1" = 2(J DATE INITIAL SEE SHEET 58 FOR PLANTING LEGEND AND NOTES SEE SHEET 58 FOR PLANTING DETAILS SEE SHEET 59 FOR PLANTING SPECIFICATIONS ,:::: ---,..... '---" -,. I} I(' -~ "::;;.~ _;;,. --------- 1 ~ N.T.S. -~~~ "'2----:-_ KEYMAP ~ 8 • -·----- "AS-BUILT " ____ EXP. ____ DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD ITr] PLANNING DEPARTMENT 9 LANDSCAPE PLANTING PLAN FOR: CARLSBAD OAKS NORTH ~ ~JJ lo-27-ov ASSISTANT PLANNING DIRECTOR DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL MAINTENANCE STRIP ADL/TG/CE CHKD BY: C.T. 97-13 415-9L ENGINEER Of' WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL RVWD BY: DRAWN BY: w en ~ Cl. :c ~ ~ 0 z ~ en ~ <( 0 ~ Cl <( en en I'::: ...J ~ (.) C') ~~~ ,- I _J 58 1 ----------- FARADAY AVENUE 59 60 61 ---I---- ----+--- 62 FOR PAR't<NYAY PLANTING, REFER TO LANDSCAPE IMPROVEMENT PLANS FOR FARADAY AVENUE AND EL FUERTE STREET DRAWING NO. 415-9M (BY AOL PLANNING) w z 63 \ ···· 1(5' . )) / ····•······ ---<-✓ --- ' '~ 64 SEE SHEET 58 FOR PLANTING LEGEND AND NOTES SEE SHEET 58 FOR PLANTING DETAILS SEE SHEET 59 FOR PLANTING SPECIFICATIONS ~ N.T.S. -----·. -65 ------+ --FARADAY AVENUE 68 KEYMAP "AS-BUILT " 66 PLANTING NOTES 1. DETERMINE THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE INITIATION OF A~ WORK ALL WORK SHALL BE PERFORMANCE IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE TO UTILITIES. HAND EXCAVATE AS REQUIRED. 2. TREES SHALL BE LOCATED A MINIMUM OF FIVE FEET FROM At,N DRAINAGE FLOW LINE, SEWER LINE, WATER LINE, GAS LINE, OR ELECTRICAL CONDUIT. 3. FOR UNDERGROUND UTILITIES, SITE DRAINAGE, STREET IMPROVEMENTS AND GRADING DOCUMENTATION, REFER TO PLANS PREPARED BY O'DAY CONSULTANTS, CITY OF CARLSBAD PROJECT NO. C.T. 97-13, DRAWING NUMBER 41~, 415-9A, 415-9B, 415-9C, 415-9D, & 415-9E. 4. ROOT BARRIERS SHALL BE INSTALLED ADJACENT TO ALL PAVING SURFACES, WHERE A PAVING SURFACE IS LOCATED WITHIN 5' OF A TREE'S TRUNK. ROOT BARRIERS SHALL EXTEND FIVE FEET IN EACH DIRECTION, FROM THE CENTER LINE OF THE TRUNK FOR A TOTAL DISTANCE OF 10 FEET. INSTALLING ROOT BARRIERS AROUND THE ROOT BALL IS UNACCEPTABLE. 5. MAINTENANCE STRIP TO BE INSTALLED AS A MEANS OF MAINTENANCE DEUNATION BETWEEN HOA AND INDIVIDUAL HOMEOWNER. LEGEND: ===== 6' CONCRETE MOWCURB TO BE INSTALLED ADJACENT TO ALL TURF AREAS. SEE OET AIL E, SHEET 5. ---MAINTENANCE STRIP 67 o· 10' 20' 40' ADL PLANNING ASSOCIATES LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S B A 0, C A. 9 2 0 0 e 0&0)721-8637 FIX:060)721-1324 DATE: ,o·is-04 SUBMITTAL: r\W.-L SUBMITTAL JOB NO: 20322 SCALE: 111 = 20' DRAWN BY: ADL/TG/CE APPROVED FOR'PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. ____ EXP. REVIEWED BY: INSPECTOR DATE DATE 1----+--+------------,f-----i------!----1-------1 ~9 CITY OF CARLSBAD ~9 ::~:::::::::::::..:==::::P:::LA:::N::N:::IN:::G:::::DE::P:::::A::R:::::TM:::E'::N:::::T===~~::::::::::::::::: LANDSCAPE PLANTING PLAN FOR: CARLSBAD OAKS NORTH ~'.!_21u~~------'0--27<3/ ASSISTANT PLANNING DIRECTOR DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. C.T. 97-13 DRAWING NO. 415-9L w ~ a. :r: b: 0 z ~ c5 Cl ~ ~ cc c3 'd" ,- 1 a. PLANTING NOTES 1. DETERMINE THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE INITIATION OF ANY WORK. ALL WORK SHALL BE PERFORMANCE IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE TO UTILITIES. HAND EXCAVATE AS REQUIRED. 2. TREES SHALL BE LIDCATED A MINIMUM OF FIVE FEET FROM ANY DRAINAGE FLOW LINE, SEWER LINE, WATER LINE, GAS LINE, OR ELECTRICAL CONDUIT. 3. FOR UNDERGROUND UTILITIES, SITE DRAINAGE, STREET IMPROVEMENTS AND GRADING DOCUMENTATION, REFER TO PLANS PREPARED BY O'DAV CONSULTANTS, CITY OF CARLSBAD PROJECT NO. C. T. 97-13, DRAWING NUMBER 415-9, 415-9A, 415-9B, 415-9C, 415-9D, & 415-9E. 4. ROOT BARRIERS SHALL BE INSTALLED ADJACENT TO ALL PAVING SURFACES, WHERE A PAVING SURFACE IS LOCATED WITHIN 5' OF A lREE'S lRUNK. ROOT BARRIERS SHALL EXTEND FIVE FEET IN EACH DIRECTION, FROM THE CENTER LINE OF THE TRUNK, FOR A TOTAL DISTANCE OF 10 FEET. INSTALLING ROOT BARRIERS AROUND THE ROOT BALL IS UNACCEPTABLE. 5. MAINTENANCE STRIP TO BE INSTALLED AS A MEANS OF MAINTENANCE DELINATION BETWEEN HOA AND INDIVIDUAL HOMEOWNER. LEGEND: 6' CONCRETE MOWCURB TO BE INSTALLED ADJACENT TO ALL TURF AREAS. / / APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. o' 10' 20' O· \.Alf ~ 1 ADL L 4o' PLANNING .. ----■■11111 ASSOCIATES ■■■n LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C CARLSBAD, CA. 92008 (710)729-8137 fAX:(71o)729-8JH DATE: 10· l'o • 04 SUBMITTAL, ---- F~-.. SUBMITTAL 20322 SEE DETAIL E, SHEET 5. ;;: JOB NO: SEE SHEET 58 FOR PLANTING LEGEND AND NOTES SEE SHEET 58 FOR PLANTING DETAILS SEE SHEET 59 FOR PLANTING SPECIFICATIONS N.T.S. KEYMAP "AS-BUILT " ----EXP. DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ 1---+--+----------------t---t---t---t---t LlQ_j PLANNING DEPARTMENT ~ ~~===================-==~ LANDSCAPE PLANTING PLAN FOR: CARI.SBAD OAKS NORTH w i a. ::i:: h: 0 z ~ <( 0 0 <( co ~ a: (3 MAINTENANCE STRIP OWN BY: ___ PROJECT NO. DRAWING NO. •"" SCALE: 1' = 20' DATE tNmAL DATE INrrLI\L DATE INITIAL -'-"' L ____________________________________________________________________ _::::::::::~:::.---~O~RA;W:N:BY:'==A~D~L~/~TG~,c~E~==~~EN:G:IN:E:ER:O:F::W:O:RK~====R::EV:'::s:,o:N::::o:E:s:c:R:'P:T:,o:N====~a=TH=ER=A=PP:RCN=AL::!::::Cf!Y=ff'=PR:O\l::.l~~~=tiw=K=g=~=y=;§~~~~===c=.=T=.=9=7==1=3==4:1:s:::9:L=~~ ·-.. ·--- ' ' . ~_.,,_,,_,' ____:,,:,~ I \ PLANTING" NO I ES' ,z - 1. DETERMINE THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE INITIATION OF ANY WORK. ALL WORK SHALL BE PERFORMANCE IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE TO UTILITIES. HAND EXCAVATE AS REQUIRED. 2. TREES SHALL BE LOCATED A MINIMUM OF FIVE FEET FROM ANY DRAINAGE FLOW LINE, SEWER LINE, WATER LINE, GAS LINE, OR ELECTRICAL CONDUIT. TEMPORARY SLOPE HYDROSEED MIX 1C1 --~ ' I \ \ \ \ \ \ DRIVEWAY L'>'L"' \~~ \ - TEMPORARY SLOPE HYDROSEED MIX 1C1 O' 10' 20' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. ADL L 4o' PLANNING ---•■ ASSOCIATES •■■111!1 / ., \ \ / / I .I I I ' I I I I I I I I I I SEE SHEET 58 FOR PLANTING LEGEND AND NOTES SEE SHEET 58 FOR PLANTING DETAILS SEE SHEET 59 FOR PLANTING SPECIFICATIONS MAINTENANCE , STRIP, SEE -~ SHEET 52 .. FOR " DETAl!p-,'f / .,--- "AS-BUILT " ----EXP. DATE REVIEWED BY: INSPECTOR DATE 3. FOR UNDERGROUND UTILITIES, SITE DRAINAGE, STREET IMPROVEMENTS AND GRADING DOCUMENTATION, REFER TO PLANS PREPARED BY O'DAY CONSULTANTS, CITY OF CARLSBAD PROJECT NO. C.T. 97-13, DRAWING NUMBER 415-9, 415-9A, 415-9B, 415-9C, 415-9D, & 415-9E. LAND PLANNING LANDSCAF'E ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S B A D, C A. 9 2 0 0 a ~ CITY OF CARLSBAD ~ 1----l--+----------------+---+---+--+---1 Lill PLANNING DEPARTMENT ~ :::::::::::::::=:.==::::::::::::=======::::::::::========== LANDSCAPE PLANTING PLAN FOR: 4. ROOT BARRIERS SHALL BE INSTALLED ADJACENT TO ALL PAVING SURFACES, WHERE A PAVING SURFACE IS LOCATED WITHIN 5' OF A TREE'S TRUNK. ROOT BARRIERS SHALL EXTEND FIVE FEET IN EACH DIRECTION, FROM THE CENTER LINE OF THE TRUNK, FOR A TOTAL DISTANCE OF 10 FEET. INSTALLING ROOT BARRIERS AROUND THE ROOT BALL IS UNACCEPTABLE. 5. MAINTENANCE STRIP TO BE INSTALLED AS A MEANS OF MAINTENANCE OELINATION BETWEEN HOA ANO INDIVIDUAL HOMEOWNER. N.T.S. Q6o)729-8637 FAX:Q60)729-8J24 DATE: 10-1e,-04 SUBMITTAL: flt-II,!;' SUBMITTAL JOB NO: 20322 CARLSBAD OAKS NORTH ~m......~~------/0~27-0t/ ASSISTANT PLANNING DIRECTOR DATE SEE DETAIL E, SHEET 5. C---'""' SCALE: 1" = 20' DATE INITIAL DATE INrrlAL DATE INITIAL : ---• AWIN N · : se LEGEND: ===== 6' CONCRETE MOWCURB TO BE INSTALLED ADJACENT TO ALL TURF AREAS. ~~~;;;-;;;; KEYM AP DWN BY PROJECT NO DR G 0 ----_.,,____ ', '" REVISION DESCRIPTION CHKD BY:__ CT 97 13 415 9L ' L------------=M:Al:NT:E:N:A:NC~E~S:T:Rl=P--------------------~======================~==~---....:::::::::::::.. ___ ;DR~AW:N:BY:::: ;;;:::;:A:D::L:/T:G:/:CE::;;;;:;;;::;..:;ENG=IN:EE:R::O:F:WO:R:K~================OTH=ER=AP:P:R<Y>;:'A:L:::::::CITY=A=PP:ROV=AL~=R:v'N=D=B=Y:======•=•=========::!J~ / <•', ~ / / / ''l• / , MAINTENANCE STRIP SHALL BE EDGEX MODEL#81-60 MATCHLINE 4/ I , .AJ(J<)()(>[)()()<)()()<><,Cl<X ~ I . .,,.-,·-qr I "-><><1<ICXKXICXl<XXkXkXXk1<)()()(1( ~ / ,, ~XX XX XX XX)( XI( XX XX XX X IC XX XX XX X K X >< X )( - "Y"""""""""""I<" X X X X X IC IC IC X X X X >< X J( X >< >< X X X X X X X X X X X X IC X X )( X X X X )( X \ /' I ~AXX><)(J()(>()()(XXXXXX><X><X><><X><X><XKX)()()()()()()()()()( / I .AX><><><><><><X><X)C)<)()l)()()()()()()()!)()(,C)()(l()()()()()(,C)()()(l()()()()I)()()()( / • ~ ~ X X X X )( )( X )( X X X X X X X X X X )( X K X X X )( X K X X K X J( X " >< >< X >< X X X X W X J( X )( J( X X X X X .• A XX X >< X >< )( >< X ></x X )( )( X )( )( )( )( >< >< X >< X >< X )( >< X >< X >< X >< X ><XX X )( )( )( )( X )(XX XX X )()()(I<)( I< IC I< X K IC ::-,., )(IC)()( XX X K )()(XX XX XX X )( )( X M XX X M X K )()(XX K X K X >< X J( XX XX X ><" X >< X J( K K XX I< X >< X "X J( ,~7"7',[, IGHTUNE \ I I \ \ I \ 62 \- ----•--·· l \ t~\-NH\PTA\L -LOOP \ ' ' f'__ , ~X ,C J( X )< X ),; X J( X >< )( A A~"-"' $\G~--~" X )( ~" )( )( )( X )(XX" X" XX XX)( X ---~ DlUVEWAY ! X X K J )( X >< )( J( X X X K ,C J( )( X X )( )( )( )( XXX~XX . ..!!__XXX><XXXICICIC)()<ICICIC IC XICICXICXIC)(XX )()')()( XXX>\><X><~><><X><XX><X><X>< ><XX><XX><><X><X><X• )(XX XI>< XX XX X ><~X ><XX XX XX XX X XX XX X ~ •• ' >< >< X IC ~ X X X )( X X X X )( )( X X X X X Y ' DRIVEWAY )( X )( )( ------•'' "----MAINTENANCE STRIP SHALL BE EDGEX MODEL#81-60 \ \ \ . ·,,,; \H \ •· . 0 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. -' PLANTING NOTES 0 1. DETERMINE THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE INITIATION OF ANY WOOK. ALL WORK SHALL BE PERFORMANCE IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE TO UTILITIES. HAND EXCAVATE AS REQUIRED. o' ADL 10' 20' 40' PLANNING -----: / / / / / / / / /. / / / /,j ,· / / / / ;, "'< ,;,, • •,,,,'!< -~-'·""' MIX SEE SHEET 58 FOR PLANTING LEGEND AND NOTES SEE SHEET 58 FOR PLANTING DETAILS SEE SHEET 59 FOR PLANTING SPECIFICATIONS ---------~ N.T.S. KEYMAP ~ I I I \ I '/ "AS-BUILT " ____ EXP. DATE REVIEWED BY: INSPECTOR DATE 2. TREES SHALL BE LOCATED A MINIMUM OF FIVE FEET FROM ANY DRAINAGE FLOW LINE, SEWER LINE, WATER LINE, GAS LINE, OR ELECTRICAL CONDUIT. 3. FOR UNDERGROUND UTILITIES, SITE DRAINAGE, STREET IMPROVEMENTS AND GRADING DOCUMENTATION, REFER ID PLANS PREPARED BY O'DAY CONSULTANTS, CITY OF CARLSBAD PROJECT NO. C.T. 97-13, DRAWING NUMBER 415-9, 415-9A, 415-9B, 415-9C, 415-9D, &415-9E. ASSOCIATES-~ • LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET. SUITE C CARLSBAD. CA. 92008 1-------+--+-----------+--t---+--+----t ~2 CITY OF CARLSBAD I S5HE9ETS I :::l__Ql__j:::::::::::~===::P:::LA::N::N::1::NG:::::::D::E:::P=A::RT::M::E:::N::T===:'...':::::::::::::::=: 4. ROOT BARRIERS SHALL BE INSTALLED ADJACENT TO ALL PAVING SURFACES, WHERE A PAVING SURFACE IS LOCATED WITHIN 5' OF A TREE'S TRUNK. ROOT BARRIERS SHALL EXTEND FIVE FEET IN EACH DIRECTION, FROM THE CENTER LINE OF THE TRUNK, FOR A TOTAL DISTANCE OF 10 FEET. INSTALLING ROOT BARRIERS AROUND THE ROOT BALL IS UNACCEPTABLE. 5. MAINTENANCE STRIP TO BE INSTALLED AS A MEANS OF MAINTENANCE DELINATION BETWEEN HOA AND INDMDUAL HOMEOWNER. LEGEND: ---fl' CONCRETE MOWCURB TO BE INST AL.LED ADJACENT ID ALL TURF AREAS. SEE DETAIL E, SHEET 5. MAINTENANCE STRIP (710)729-8637 fAX:{760)729-8324 DATE: 10· le, • 04 SUBMITTAL: Fil.A-I.. SUBMITTAL JOB NO: 20322 SCALE: 1· = 201 DRAWN BY: ADL/TG/CE LANDSCAPE PLANTING PLAN FOR: CARLSBAD OAKS NORTH ~!'.\._~.L.___;:_~ _______ !0:21-<c1 ASSISTANT PLANNING DIRECTOR DATE DATE INITIAi. ENGINEER Of WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CllY APPROVAL DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. C.T. 97-13 DRAWING NO. 415-9L r--. ,- I a. ...J I I d / -·-i I ' - H--11 ;·· - J , 1 1 -i ' 1 -J_-J-~1 / -f N / /-N 11·-r·:t·--.. ·-·W-.~-1. I NJ.'/lill ~~~~/~~~~ '-'----~~, "-\..,, """,--._ '--._--._--._, / / / / / TING AND I I I I I I I / / -11 J DATE: SUBMITTAL: JOB NO: SCALE: DRAWN BY: DROSEED MIX 'C' TEMPORARY SLOPE HY I I i I . I ( I I I I I \ I I I I I I I ~~ ////////// ",ll-W / / / / / / / / / / / / / / / / SEE SHEET 58 FOR PLANTING LEGEND AND NOTES PLANTING DETAILS SEE SHEET 58 FOR FOR PLANTING SEE SHEET59 SPECIFICATIONS 1 i j_ ____ ; --1 ',, L. -..::.7--.. , ' .-y·:·-··r· .J-., :; \-----7 'y,""~:-:--.:q;__:---\ 1,;,,' "\ ,,)-•/ f'· ,', ---' ,, -"'~-1' ' I ,-,.__ ~---. I f II I -:"'!'\ , I \I r,-=-- _,. N.T.S. REVIEWED w w -fl) w .z .,~ ::J !i!;_;::c /~ () '.,,1 I-~ ., '• "AS-BUILT EXP. BY: " DATE KEYMAP ,.,;eec,o, CARLSBAD I s59 I ~ CIT¥LAN~lt DEPARTMENT DATE . SUBMITTAL flW.L:. 20322 1" = 20' ADL/TG/CE DATE INmAL ENGINEER OF WORK N DESCRIPTION RE\11S1O DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL ~NG DIRECTOR ASSISTANT PLAN PROJECT NO. 3 DWN BY::__ CT. 97-1 CHKD BY: ~== • RVWD BY: DRAWING NO . 415-9L I I C0 .... I a. ..J ',,,-., ', ··,..__, -,, ___ 7.J 1---- ---------y·----·-····r ----, .. I, \_ ' 74 -- I ! I I ' co -lO ,,(i: \-_ ,. w I uJ :c ~"'-JI) lli (/) I z :J ~ ~ FARADAY AVENUE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. PLANTING NOTES 1. DElERMINE THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE INITIATION OF AtN WORK ALL WORK SHALL BE PERFORMANCE IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE TO UTILITIES. HAND EXCAVATE AS REQUIRED. 2. TREES SHALL BE LOCATED A MINIMUM OF FIVE FEET FROM AtN DRAINAGE FLOW LINE, SEWER LINE, WATER LINE, GAS LINE, OR ELECTRICAL CONDUIT. 3. FOR UNDERGROUND UTILITIES, SITE DRAINAGE, STREET IMPROVEMENTS AND GRADING DOCUMENTATION, REFER TO PLANS PREPARED BY O'OAY CONSULTANTS, CITY OF CARLSBAD PROJECT NO. C.T. 97-13, DRAWING NUMBER 415-9, 415-9A, 415-BB, 415-9C, 415-BD, & 415-9E. 4. ROOT BARRIERS SHALL BE INSTALLED ADJACENT TO ALL PAVING SURFACES, WHERE A PAVING SURFACE IS LOCATED WITHIN 5' OF A TREE'S TRUNK ROOT BARRIERS SHALL EXTEND FIVE FEET IN EACH DIRECTION, FROM THE CENTER LINE OF THE TRUNK, FOR A TOTAL DISTANCE OF 10 FEET. INSTALLING ROOT BARRIERS AROUND THE ROOT BALL IS UNACCEPTABLE. 5. MAINTENANCE STRIP TO BE INSTALL.ED AS A MEANS OF MAINTENANCE DELINATION BETWEEN HOA AND INDIVIDUAL HOMEOWNER. LEGEND: ---- O' 10' 20' 6" CONCRETE MOWCURB TO BE INSTALLED ADJACENT TO ALL TURF AREAS. SEE DETAIL E, SHEET 5. MAINTENANCE STRIP ADL L 4o' PLANNING ----!1!11■ SEE SHEET 58 FOR PLANTING LEGEND AND NOTES SEE SHEET 58 FOR PLANTING DETAILS SEE SHEET 59 FOR PLANTING SPECIFICATIONS N.T.S. KEYMAP "AS-BUILT " ----EXP. DATE REVIEWED BY: INSPECTOR DATE ---11!1-■l!!I-ASSOCIATES ■■- L..AND PL.ANNING L..ANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S B A D, C A. 9 2 0 0 S 1--+---+---------+--+---+---+---1 ~4 CITY OF CARLSBAD ~9 :::~::::::=::::'...'.:===P::::LA::::::N::::Nl:::N:::G::::D::::E:::P::::AR:::T:::M:::E::::NT:::::==:...=:~:::=::::::::::: LANDSCAPE PLANTING PLAN FOR: CARLSBAD OAKS NORTH 0!0)729-8637 FAX:050)729-8324 DATE: IO· 1e, -04 SUBMITTAL: fll-.ll'IL SUBMITTAL JOB NO: 20322 ASSISTANT PLANNING DIRECTOR DATE w ~ ::r: a.. 1" __ 20, DWN BY: ___ PROJECT NO. DRAWING NO. ,_ SCALE: DATE INffiAL DATE INITIAL DATE INITIAL ._,, REVISION DESCRIPTION CHKO BY:__ C T 97 13 415-9L ,-L _________________ , ___________________________________________________ _::::::::::::.. __ ~o:RA~WN::sv~,==:A:DL:1:T:G:1c:E::==:..~EN:G:1N:E:ER:o:r::wo::RK~===::::=:::::=======~o:™:ER::Af>:P:R:(Y,.;:"::L ~:C:ITY::A:P:PR:O\l=AL~~R=VW=D=B=Y=: ======·=·==-=======~J~ ! i --,•, . . ~ .,~,· -f:f, \_/· \ \ ~~\ \; o-<-v~, .. ',, s,'.,_,, APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. PLANTING NOTES 1, DETERMINE THE LOCATION OF ALL UNDERGROUND UTIUTIES PRIOR TO THE INITIATION OF IW( WORK, ALL WORK SHALL BE PERFORMANCE IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE TO UTILITIES. HAND EXCAVATE AS REQUIRED, 2. TREES SHALL BE LOCATED A MINIMUM OF FIVE FEET FROM At-N DRAINAGE FLOW LINE, SEWER LINE, WATER UNE, GAS LINE, OR ELECTRICAL CONDUIT. 3. FOR UNDERGROUND UTIUTIES, SITE DRAINAGE, STREET IMPROVEMENTS AND GRADING DOCUMENTATION, REFER TO PLANS PREPARED BY O'DAYCONSULTANTS, crrv OF CARLSBAD PROJECT NO. C.T. 97-13, DRAWING NUMBER 415-9, 415-9A, 415·9B, 415-9C, 415-9D, &. 415-9E. 4. ROOT BARRIERS SHALL BE INSTALLED ADJACENT TO ALL PAVING SURFACES, WHERE A PAVING SURFACE IS LOCATED WITHIN 5' OF A TREE'S TRUNK. ROOT BARRIERS SHALL EXTEND FIVE FEET IN EACH DIRECTION, FROM THE CENTER LINE OF THE TRUNK, FOR A TOTAL D1ST ANGE OF 10 FEET. INSTALLING ROOT BARRIERS AROUND THE ROOT BALL IS UNACCEPTABLE. 5. MAINTENANCE STRIP TO BE INSTALLED AS A MEANS OF MAINTENANCE DELI NATION BETWEEN HOA AND INDIVIDUAL HOMEOWNER. o· 10' 20· 40' AOL PLANNING ---I. ASSOCIATES ____ _ LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C CARLSBAD, CA. 92008 {76D)729-B&l7 ru,(7B0)729-B324 DATE, 10 · 16 • 04 SUBMITTAL: P1"11\-L SUBMITTAL JOB NO: 20322 TEMPbRARY SLOPE HYDROSEED MIX 'C' \ I /\ / I I ---~-------------- \. -.... ,~------ /I ,/ f ., ' '\ _;1 1-, SEE SHEET 58 FOR PLANTING LEGEND AND NOTES SEE SHEET 58 FOR PLANTING DETAILS SEE SHEET 59 FOR PLANTING SPECIFICATIONS N.T.S. KEYMAP "AS-BUILT " EXP. DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD r---+----+-----------------+---+----+---1-------1 ~ PLANNING DEPARTMENT 1---+----+-----------------+---+-----4---1-------1 LANDSCAPE PLANTING PLAN FOR: CARLSBAD OAKS NORTH ~n..L/4..Yl~" -==----/o-27-<J/ ASSISTANT PLANNING DIRECTOR DATE w i 0.. :c h: 0 z ~ c§ Cl ~ ~ a: <( 0 LEGEND: 6" CONCRETE MOWCURB TO BE INSTALLED ADJ,O.CENTTO ,0.LL TURF AREAS. SCALE: 1' = 20' DATE INITIAL DATE INITIAL DATE INmAL OWN BY: PROJECT NO. DRAWING NO. 0 L ______________________________________ _:~:E:~N~~~:N:~:Lc:\~8;:!:~~P- 5 · __________________________ ..:::::::::::~ __ _;:;DR:AWN;::BY:'==A;D:L:/:TG=/C:E:.:===-=EN=G=IN:EE:R:O::F::WO::R::K::====R=EV=IS:IO:N=D=E=S=C=R=l=PT:l:O:N====~o=TH=ER=A=PP:R:ov:Af_==c=1TY=AP=P=ROV=Af_==~V:HW:Kg=~=~=~~~~~~===C=,T=•=9=7==1=3===4=1=5==9=L=~g ----- I FARADAY AVENUE 78 __ ---\- 79 ---- PLANTING NOTES APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. 1. DETERMINE THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE INITIATION OF Am WORK ALL WORK SHALL BE PERFORMANCE IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE TO UTILITIES. HAND EXCAVATE AS REQUIRED. 2. TREES SHALL BE LOCATED A MINIMUM OF FIVE FEET FROM ANY DRAINAGE FLOW LINE, SEWER LINE, WATER LINE, GAS LINE, OR ELECTRICAL CONDUIT. 3. FOR UNDERGROUND UTILIITIES, SITE DRAINAGE, STREET IMPROVEMENTS AND GRADING DOCUMENTATION, REFER TO PLANS PREPARED BY O'DAY CONSULTANTS. CITY OF CARLSBAD PROJECT NO. C.T. 97-13, DRAWING NUMBER 415-9, 415-9A, 415-9B, 415-9C, 415-9D, & 415-9E. 4. ROOT BARRIERS SHALL BE INSTALLED ADJACENT TO ALL PAVING SURFACES, WHERE A PAVING SURFACE IS LOCATED WITHIN 5' OF A TREE'S TRUNK ROOT BARRIERS SHALL EXTEND FIVE FEET IN EACH DIRECTION, FROM THE CENTER LINE OF THE TRUNK, FOR A TOTAL DISTANCE OF 10 FEET. INSTALLING ROOT BARRIERS AROUND THE ROOT BALL IS UNACCEPTABLE. 5. MAINTENANCE STRIP TO BE INSTALLED AS A MEANS OF MAINTENANCE DELINATION BETWEEN HOA AND INDMDUAL HOMEOWNER. o' 10' 20' 40' SEE SHEET 58 FOR PLANTING LEGEND AND NOTES SEE SHEET 58 FOR PLANTING DETAILS SEE SHEET 59 FOR PLANTING SPECIFICATIONS ADL L PLANNING ---■ a ASSOCIATES =- N.T.S. KEYMAP "AS-BUILT " ----EXP. DATE REVIEWED BY: INSPECTOR DATE L.AND PL.ANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S B A D, C A 9 2 0 0 3 ~ CITY OF CARLSBAD ~ 1-----l---i-----------------1-----1----1----1----1 ~ PLANNING DEPARTMENT l_2U ::::::===-'=================-==== LANDSCAPE PLANTING PLAN FOR: CARLSBAD OAKS NORTH (760)729-8637 FAX:(710)729-8324 DATE: 10 · l,j -04 SUBMITTAL: FINAL SUBMITTAL ~~~t__ _____ /0-2.7-<JI JOB NO: 20322 ASSISTANT PLANNING DIRECTOR DATE LEGEND: 6"CONCRETEMOWCURBTOBEINSTALLEDADJACENTTOALLTURFAREAS. SCALE: 1,,=20, DATE INrTIAL DATE INITIAL DATE INrnAL DWN Y: ---PROJECT NO. DRAWING NO. ,- SEEDETAILE,SHEETS. REVISION DESCRIPTION CHKD BY:__ CT 97 13 415-9L C\I L _____________________________ _:-:.::..:~-=--:M~Al:NT:E:N:ANC:E~S:TR:l:P _________________________ ..:::::::::::::::.. __ ~D~R~AW~N~BY~:::::::~AD~L~/~TG~/C~E~::::::~~E=NG:IN:EER=O=F=W=OR=K~==================~O='TH=ER=A=PP:R:OV:111.~=Cl:TY:AP:P:R0\(=1\L~=RI/W=D=B=Y:======•=•=========~~ I I I ' \ I I I \ I ' ; I I / I I I --- l I I I " ,,~ ' I I --1 ~1 ---- _,., ' I I I I I I ' -I I ' \ I \ \ \ I \ ' ', . ---- \\ ' ' ' ' \ \ \ \ .~ ' ' ~ ) _I_ - . I I I ' --- -----~- .. -· \ \ \ ' \ \- I ' I -- --- - ~ ~- -------- .-_..---1/ '-----. '-.::::--I/ ,, ' -' .. ---. ---.t---~--If -------. I \ \ I I ! -1-·--. •' -----------~ ! --. . . ·---------- ' I /I /// TEMPORARY SLOPE I I I I I I I I .. I - ------~ ___, I I I ' \ ~ \ I \ \ \ ' ' ' \ '--:'.9 ~ "--.... "--...., '-----., '·-..~ ---''-----., ' ' ----+'· ' / I ' ' ·1 I J . ----·---------- / \ I --\ I -----7 , .. C 11 I \ I I I I I I \ I TEMPORARY SLOPE HYDROSEED MIX 'C' PLANTING NOTES 1. DETERMINE THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE INITIATION OF ANY WORK AUL WORK SHALL BE PERFORMANCE IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE TO UTILITIES. HAND EXCAVATE AS REQUIRED. 2. TREES SHALL BE LOCATED A MINIMUM OF FIVE FEET FROM AfN DRAINAGE FLOW LINE, SEWER LINE, WATER LINE, GAS LINE, OR ELECTHICAL CONDUIT. 3. FOR UNDERGROUND UTILITIES, SITE DRAINAGE, STREET IMPROVEMENTS AND GRADING DOCUMENTATION, REFER TO PLANS PREPARE[t BY O'DAY CONSULTANTS, CITY OF CARLSBAD PROJECT NO. C.T. 97-13, DRAWING NUMBER 415-9, 415-9A, 415-9B, 415-9C, 415-9D, & 415-9E. 4. ROOT BARRIERS SHALL BE INSTALLED ADJACENT TO ALL PA\nNG SURFACES, WHERE A PAVING SURFACE IS LOCATED WITHIN 5' OF A TREE'S TRUNK ROOT BARRIERS SHALL EXTEND FIVE FEET IN EACH DIRECTION, FROM THE CENTER LINE OF THE TRUNK, FOR A TOTAL DISTANCE OF 10 FEET. INSTALLING ROOT BARRIERS AROUND THE ROOT BALL IS UNACCEPTAEILE. 5. MAINTENANCE STRIP TO BE INSTALLED AS A MEANS OF MAINTENANCE DELINATION BETWEEN HOA AND INDMDUAL HOMEOWNER. -·-1--,, I I ~, I I I I -/ I 1_/~. -- JI ) h • - I I I I I I I I o· 10' I I ;:> I I I I ' ~ •\ -/ ::::;~--. ~ ,_ --. -r-T->-' +-I ,_ -. ' ( -··--- . ' -l, ---~ -------· . I' I J '--I\ ' I ' I/ --.. -----. ----. ··1 --~-------. ' ' ·-· . -----·--~ ---· -- _ _,.,, ,,.., .. ----------. --- ... I.-.-l--£.JC I I ·-~ ' " / / / ' I / / HYDROSEED MIX 'C' '· ·,, ''-----. ---------~--- ........ ,,_ ---- ',"-.. --------------------- I I I I ' ' I \ / -I / 20· 40' ' I I I ' \ -'7\ y ' \ \ \ \ -' ' ' -i \ \ AOL PLANNING --- ASSOCIATES __ -.1 .. I / ' ' I co ;,c "-I" ,_ 7 ' I 7 ' I I _)..--" w I ,,-,) I _,___,.,..-/ w I ' I J: L-. I (,/) I w ( w ·t·--7 I I (,/) / ) I I I w I I z I . -I ' ...I ( -:{>, ✓~ ' \ ' ' (.) ' \ ,_ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. --- ·~ -- " -·------·--. --- // / .. _/ / ~ / -- a,-_, r, \ ' . ·-· -~--- 's " -'-, /~~ ~ !/ ,;;y& •:,:_'f~~fc ,sC1'J s€ SEE SHEET 58 FOR PLANTING LEGEND AND NOTES SEE SHEET 58 FOR PLANTING DETAILS SEE SHEET 59 FOR PLANTING SPECIFICATIONS I I \, .. " \ -C---._,._ ..... _ \ __ _ ~ ,..~ N.T.S. KEYMAP "AS-BUILT " ----EXP. DATE REVIEWED BY: INSPECTOR DATE LAND PLANNING LANDSCAF"E ARCHITECTURE 2979 STATE STREET. SUITE C C A F! L S B A D, C A. 9 2 0 0 8 ~ CITY OF CARLSBAD ~ 1----+--+---------------+----+---1----1------l LilJ PLANNING DEPARTMENT l....2U ~==:.':::::=================='--==== LANDSCAPE PLANTING PLAN FOR: CARLSBAD OAKS NORTH ~60)729-8637 FAX:O60)729-8324 DATE: \O· IB • 04 SUBMITTAL FINAL SUBMITTAL JOB NO: 20322 DATE LEGEND: ll"CONCRETEMOWCURBTOBEINSTALLEDADJACENTTOALLTURFAREAS. SCALE: 1"--20' DWN BY: ---PROJECT NO. DRAWING NO. "'' DATE INITIAL DATE INITIAL DATE INITIAL 8 "" SEEDETAILE,SHEETS. REVISION DESCRIPTION CHKD Y:__ CT 97-13 415-9L C\I L-----------------------------=~-=-:..:==-~M~A:INTE::NAN::C!E~S:TR:1p:._ _______________________ ::::::::::::::.. __ ~D=~=~=~='==AD=L=/=T=G=/C=E===~=EN:Gl:NE:rn:::::0F:~=RK:::::==============:!:::OIB=ER=APP=ROV=~~=c~=~=P=F!~=~~=R=Wl=D=B=Y=:======·=·=========:!J~ " ) 0 2}-----fl 3}---..._ 4 r:6' @ TREE STAKING (D RUBBER GARDEN HOSE ® GALVANIZED TURNBUCKLE © PREVAILING 1'11ND AXIS PARALLEL TO STAKES ® 2' DIA. 10' PINE LODGE POLE STAKE ® TREE TIES (3) (SEE SPECIFICATIONS) © FINISH GRADE ® TREE PLANTING PER DETAIL "E' N.T.S. © '! X 4" X 3'-0' LONG RWD. DEADMEN ([) 2-0' MINIMUM (1) 12 GA. GALVANIZED WIRE (DO NOT SPLICE) 318'0R 5/16' O.D. X .062WT. POLYETHYLENE TUBING BY WARD MFG. (714) 631-5055. PAINTTUBING REMOTE #1UM19A BY AMERITONE PAINT @) FINISH GRADE 0 TREE PLANTING PER DETAIL"□" NOTE MIN. 3 GUYS PER TREE @) TREE GUYING 3 (D ROOTBALL, SET CROWN 1' ABOVE GRADE (D FINISH GRADE (D FERTILIZER TABLET PER SOILS REPORT © PLACE ROOTBALL OVER NATIVE SUBGRADE (D 2" BASIN BERM FOR SHRUBS 4" BASIN BERM FOR TREES 4 N.T.S. ,---------('9 ~-----<5 6 3 7 8 @ LAYER OF MULCH (SEE PLANTING SPECIFICATIONS FOR DEPTH) MAINTAIN 3" FROM TRUNK (D PLANTING HOLE-2 TIMES CONTAINER WIDTH @ BACKFILL (SEE SPECIFICATIONS) ® CONTRACTOR TO PRUNE UP ALL TREES & SHRUBS 12' FROM FINISH GRADE ® SHRUB & TREE PLANTING N.T.S. PIOO'T1!AL1., SET CROWN 1• ABOVE 13RAOE 2' BASIN BERM FOA SHAU!S 4" BASIN BERM FOR TREES FINISH BAADE IIIIIITIUZ!FI TAIL!T l'l!FI SOILS AEPOAT MOE ROOTBAU.CMm NATIVE SUBGRADE © © 0 © ® @ 2X CONTAINER DIA. ('12" MIN. FOR Ul'ERSi AMENDED BACl<FllL (SEE SPECIFIGATK>NS} CONTAINER DEPTH (12" MIN, FOR UIIB'IS) 3" LAYEFI OF MULCH, MAINTAIN 3" CLEAR OF SHRUB BASE fl)(, SL.OPE {AWAY FROM muNI() ® SLOPE PLANTING N.T.S. ©------- I 0 ©----' +---------+ '----© G) COOCRETE CURB (D FINISH GRADE (V PLANTNG HOLE -2 TIMES BOX WIDTH (D ROOTBALL -SET CROWN 2" ABOVE GRADE (D BACKFILL (PER SPECIFICATIONS) © PLACE ROOTBALL OVER NA TI\IE SU BG RADE CD CURB OR PAVING @) ROOT BARRIER (SEE PLANTING SPECIFICATIONS.) ROOT BARRIER SHALL BE LOCATED PARALLEL TO ALL PA"1NG SURFACES AS REQUIRED @) MULCH IF REQUIRED, SEE PLANTING SPECIFICATIONS ® ROOT BARRIER N.T.S. HYDROSEED MIXTURES HYDROSEED MIX "A"· ORNAMENTAL SLOPES FACING STREETS BOTANICAL NAME COMMON NAME MIN.% PURrTY/GERMINATION ESCHSCHOLZIA CALIFOANICA CALIFORNIA POPPY 98175 GAZANIA 'PIXIE DWARF WHrTP GAZANIA 90/40 LINARIA MAROCCANA BABY SNAPDRAGON 98/80 LOBULARIA MARITIMA 'CARPET OF SNOW CALIFORNLi\ POPPY 96/75 HYDROSEED MIX 'B' -NATURALIZING SLOPES FACING NATIVE AREAS BOTANICAL NAME COMMON NAME MIN.% PURITY/GERMINATION ARTEMISIA CALIFORNICA CALIFORNIA SAGEBRUSH 15 /60 CAMISSONIA CHEIRANTHIFOUA BEACH EVENING PRIMROSE 90180 Ct.ARKIA PURPUREA WINECUP CLARKIA 90/80 COLLINSIA HF.TEROPHYUA CHINESE HOUSES 9')/90 ENCELIA CALIFORNICA CALIFORNIA ENCEUA 40/60 ERIODICTYON CRASSIFOLIUM THICK-LEAVED YERBA SANTA 40/40 ERIOGONUM FASCICULATUM COMMON BUCKWHEAT 50/20 ERIOPHYLLUM CONFERTIFLORUM GOLDEN YARROW 3-0 I 70 ESCHSCHOLZIA CALIFDRNICA CALIFORNIA POPPY 98/80 LASTHENIA CALIFORNICA DWARF GOLDFIELDS 70/50 LUPINUS SUCCULENTUS ARROYO LUPINE 98/85 MIMULUS AURANTIACUS AURANTIACUS STICKY MONKEY FLOWER 2160 PHACELIA PARRY! PARRY'S PHACELIA 95/80 PLANTAGO INSULARIS PLANTAIN 96/75 SALVIA APIANA WHITE SAGE 70/30 SALVIA MELLIFERA BLACK SAGE 70/50 SISYRINCHIUM BELLUM BLUE-EYED GRASS 95175 HYDROSEED MIX "C" -TEMPORARY SLOPES BOTANICAL NAME COMMON NAME MIN.% PURrTY/GERMINATIOO ACHILLEA MILLEFOUA COMMON YARROW ALYSSUM CARPET OF SNOW DIMORPHOTHECA PLUVIAUS AFRICAN DAISY ESCHSCHOLZIA CALIFORNICA CALIFORNIA POPPY FESTUCA MEGALURA ZORRO FESCUE TRIFOLIUM ROSE CLOVER I : LBS./ACRE 2.0 10.0 2.0 2.0 16.0 LBS./ACRE 0.2 1.0 1.0 2.0 1.0 1.0 1.0 1.0 2.0 0.5 3.0 0.2 1.0 15.0 1.0 2.0 J.,Q 33.9 LBS./ACRE 4 3 2 3 20 20 56 E.3 E.3-1 E.3-1.1 PLANTING NOTES 1. TiiE PLANTING PLAN IS DIAGRAMMATIC AND SHALL BE USED ASA GUIDE FDR SETTING OUT PLANTS. PRIOR TO PLANTING, THE LANDSCAPE ARCHITECT SHALLL BE CONTACTED TO APPROVE ALL PLANT LOCATIONS AND DIRECT ADJUSTMENTS. 2. PLANT MATERIALS SHALL CONFORM TO NURSERYMAN'S STANDARDS FOR SIZE AND HEAL Tii. ALL PLANTS ARE SUBJECT TO REJECTION BY THE LANDSCAPE ARCHITECT IN SUBSTANDARD IN SIZE, QUALITY, OR HEALTH. 3. PROVIDE WATERPROOF SPECIES IDENTIFICATION TAGS ON ONE PLANT PER SPECIES PER GROUPING. 4. PLANT COUNTS ARE FOR THE CONVENIENCE OF THE LANDSCAPE CONTRATOR ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL PLANTS SHOWN ON THE PLAN. 5. IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS THOUROUGHLY SOAKED PRIOR TO PLANTING. 6. LANDSCAPE CONTRACTOR SHALL REMOVE EXISTING VEGETATION, TRASH, CLIPPINGS, ROCK AND OTiiER DEBRIS IN PLANTING AREAS. RAKE AND FINE GRADE ALL PLANTING AREAS PRIOR TO COMMENCNMENT OF PLANTING OPERATIONS. 7. PLANTING PITS SHALL BE '!WICE TiiE CONTAINER WIDTH AND OF EQUAL DEPTii. 8. PLANTING PITS AND PLANTERS SHALL BE BACKFILLED WITH EXISTING SITE SOIL AND 1/4 (BY VOLUME) NITRIFIED TOP SOIL MIX. FERNS, AZALEAS AND ACID PLANTS SHALL RECEIVE AN ADDITIONAL 1/3 (BY VOLUME) PEAT IN BACKFILL MIX. 9. TREES AND SHRUBS SHALL BE FERTILIZED AT THE TIME OF PLANTING WITH 21-GRAM AGRIFORM TABLETS ATTiiE FOLLOWING RATES: GROUNDCOVER-(5 GRAM 20-10-5 TABLET) 1 GAL.SIZE-1 TABLET 15 GAL.-5 TABLETS 36'' BOX-10TABLETS 5 GAL. SIZE-3 TABLETS 24" BOX-STABLETS 48" BOX-12 TABLETS 10. STAKE 5 GALLON AND DOUBLE STAKE 15 GALLON AND 24" BOX TREES. GUYtNG OF LARGER TREES SHALL BE DONE AT THE LANDSCAPE ARCHITECTS DISCRETION. CONTRACTOR SHALL BE RESPONSIBLE FOR TREE STABILITY DURING LENGTH OF THE GUARANTEE PERIOD. 11. VERIFY TIREE PIT DRAINAGE WITH 24 HOUR WATER FILL TEST PRIOR TO PLANTING. ALL BOXED TREES NOT DRAINING ARE TO HAVE A 4" DIAMETER AUGER HOLE DRILLED THROUGH ANY HARDPAN OR COMPACTED EARTH AS REQUIRED TO PROVIDE DRAINAGE IN A 24 HOUR PERIOD. 12. ALL PLANTING AREAS EXCEPT SLOPES SHALL BE PREPARED BY APPLYING THE FOLLOWING AMENDMENTS TO TiiE SOIL AND TILLING INTO THE TOP 6'' OF SOIL: 3 CU. YD./1000 S.F. NITRIFIED WOOD SHAVINGS 100LBS./1000 S.F. AGRICULTURAL GYPSUM 25 LBS./1000 S.F. 12-12-12 FERTILIZER NOTE: SUBJECT TO CHANGE PER SOIL TEST RECOMMENDATIONS. 13. AFTER ROUGH GRADING, CONTRACTOR SHALL TAKE SOIL SAMPLES FROM ENOUGH LOCATIONS ON TiiE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY THE CITY). TiiE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING: A. ORGANIC MATTER CONTENT B. N.P.K C.PH D.ED E. SOIL TEXTURE (SILT, CLAY, SAND) F. RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE TiiE RESULTS AND RECOMMENDATIONS OF TiiE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO TiiE LANDSCAPE PLANS BY THE LANDSCAPE ARCHITECT PRIOR TO TiiE START OF CONSTRUCTION AND SHALL BECOME PART OF TiiE APPROVED PLANS. 14. POST PLANTING FERTILIZATION SHALL BE PERFORMED BY CONTRACTOR AT 30, 60, AND 90 DAYS AFTER PLANTING. 15. PLANTS SHALL NOT BE PLACED WITHIN 12' OF SPRINKLER HEADS. 16. SHRUBS AND TREES SHALL BE UNDERPLANTED WITH GROUNDCO\/ER AS SHOWN BY ADJACENT SYMBOL. 17. GROUNDCOVER SHALL BE PLANTED USING TIRIANGULAR SPACING AS NOTED IN LEGEND. 18. PROVIDE A3" LAYER OF "WALK ON BARK" FOR ALL NON-TURF AREAS LESS STEEP THAN 3:1. SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO "BULK DELIVERY'' TO SITE. 19. VINES SHALL BE SECURED TO ADJACENT FENCES POSTS OR WALLS USING VINE TIES. 20. LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTINGS FOR A PERIOD OF NINETY (90) DAYS AFTER COMPLETION. ALL AREAS SHALL BE KEPT CLEAN, WATERED, AND WEED-FREE. ALL DEAD OR DYING PLANTS SHALL BE REPLACED DURING TiiE MAINTENANCE PERIOD. 21. CONTRACTOR SHALL GUARANTEE PLANT LONGEVITY AS FOLLOWS: TREES-ONE YEAR, SHRUBS & GROUNDCOVER-SIX MONTI-IS. SLOPE REVEGETATION/EROSION CONTROL POLICIES AND REQUIREMENTS FROM CITY OF CARLSBAD LANDSCAPE MANUAL SECTION IV SLOPE PLANTING SLOPE PLANTING STANDARDS SLOPES REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HERIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: A. STANDARD #1 -COVER DROP/JUTE MESH COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP 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 SUFFICIENT TO PROVIDE 90% COVERAGE WITiilN 30 DAYS. TYPE OF JUTE MESH SHALL BE AS APPROVED BY THE CITY AND STAKED TO TiiE SLOPE AS RECOMMENDED BY TiiE MANUFACTURER. JUTE MESH SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR THE JUTE MESH MAY BE USED. B. STANDARD #2 -GROUND COVER ONE HUNDRED (100%) OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). C. STANDARD #3 -LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2'' LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). 0. STANDARD #4 -TREES AND/OR LARGE SHRUBS TIREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PLANT PER TWO HUNDRED (200) SQUARE FEET. E.3-1.2 AREAS OF APPLICATION (PLANTING) E.3-1.2.1 SLOPES 6: 1 OR STEEPER AND: A. 3 FEET OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STIREETS REQUIRE A MINIMUM STANDARD# (COVER CROP ANO JUTED). B. 4 FEET TO 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, AND #3. C. IN EXCESS OF 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, #3 AND #4. E.3-1.2-:, SPECIAL CONDITTONS E.3-1.2-2.1 AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) WHEN TiiEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS V"1TiilN 6 MONTHS OF COMPLETION OF ROUGH GRADING. B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. PLANTING LEGEND TREES SYMBOL SIZE QTY BOTANICAL NAME COMMON NAME NOTES ~ 15GAL 13 EUCALYPTUS DEGLUPTA MINDANAO GUM 5GAL. 65 EUCALYPTUS FICIFOLIA RED FLOWERING GUM 24'80X 207 LAGERSTOEMIA INDICA 'MUSKOGEE' CRAPE MYRTLE + 24'BOX 11 PINUS HALEPENSIS ALEPPO PIN: 36"BOX 11 PINUS HALEPENSIS ALEPPO PINE PLATANUS RACEMOSA CALIFORNIA SYCAMORE ·------a 15GAL. 122 -IA' 24' BOX 298 QUERCUS AGRIFOLLi\ COAST LIVE OAK _;; -6 L...-': 36'BOX QUERCUS AGRIFOLIA COAST LIVE OAK -OUERCUS ILEX HOLLY OAK ~ 24'BOX 209 ~--------- SAMBUCUS MEXICANA BLUE ELDERBERRY . ._,____ ______ _ 0 15GAL. 249 15GAL. 50 TRISTANIA CONFERTA BRISBANE BOX HRUBS SYMBOL SIZE QTY BOTANICAL NAME COMMON NAME NOTES A 5GAL. 107 ABELIA GRANDIFLORA GLOSSY ABELIA ~ ' 1 GAL. 6'0.C. ACACIA REOOLENS N.C.N. cc SGAL. 1176 CARPENTERIA CALIFORNICA BUSH ANEMONE CT 5GAL. 353 CEANOTHUSTOMENTOSUS RAMONA CEANOTHUS AVl'JLABLE AT TREE OF LIFE NURSERY ()/ 5GAL. 240 CEANOTHUSVERRUCOSUS WARTYSTEM CEANOTHUS AVAILABLE AT TREE OF LIFE NURSERY CD 5GAL. 1286 COMAROST APHYLIS D11/ERSIFOLIA SUMMER HOLLY EC 5GAL. BO ECHIUM CANDICANS PRIDE OF MADEIRA H 1 GAL. 1501 HETEROMELES ARBUTIFOUA TOYON L 5GAL 353 LEPTOSPERMUM SCOPARIUM 'SNOW WHITE' NEW ZEALAND TEA TREE LF 5GAL. 116 LEUCOPHYLLUM FRUTESCENS TEXAS RANGER § 1 GAL. 3420 LIMONIUM CAUFORNICUM COASTAL STATICE AVAILABLE AT TREE OF LIFE NURSERY PT 5GAL. 98 PHORMIUM TENAX 'ATROPURPUREUM NEW ZEALAND FLAX ~ 1 GAL. 6'0.C PLUMBAGO AURICULATA CAPE PLUMBAGO R 5GAL. 140 RHAPHIOLEPIS INDICA 'ENCHANTRESS' !NOIA HAWTHORN RI SGAL. 480 RHUS INTEGRIFOLIA LEMONADE BERRY AL 5GAL 97 RHUS LAURINA LAUREL SUMAC RO 1 GAL. 51 ROSMARINUS OFFICINALIS 'COLLINGWOOD INGRAM' COLLINGWOOD INGRAM ROSEMARY @ 1 GAL. 439 ROSMARINUS OFFICINAUS 'TUSCAN BLUE' TUSCAN BLUE ROSEMARY t8l 1 GAL 735 SALVIA GREGGII AUTUMN SAGE GROUND COVERS SYMBOL SIZE SPACING BOTANICAL NAME COMMON NAME NOTES 11 11 I I; I; 11 I I I I I FLATS 12"0.C. GAURA LINDEIMERI 'SISKIYOU PINK' GAURA -FLATS 12"0.C. GAZANIA 'MOONGLOW CLUMPING GAZANIA 1····"'1 ...... FLATS 12"0.C. GAZANIA RIGENS lEUCOLAENA TRAILING GAZANIA L~:J FLATS 18'0C. MYOPOFUM PARVIFOLIUM MYOPORUM t . ..:. .. j FLATS 12'0.C. OENOTHERA BAERLANDIERI 'SISKIYOU' MEXICAN EVENING PRIMROSE ~ FLATS 1'!0.C. SALVIA SONOMENSIS 'DARAS CHOICE' CREEPING SAGE ~ FLATS 12'0.C. TRACHELOSPERMUM JASMINOIDES STAR JASMINE 111111111 FLATS 18'0.C. : ATRIPLEX CANESCENS FOUR-WING SALTBUSH BACCHARIS PILULARIS COYOTE BRUSH mi] HYDROSEED HYDROSEED MIXTURE 'C' NOTES: 1) HYDROSEED MIX "A" SHALL BE APPLIED TO ALL STREET FACING SLOPES. 2) HYDROSEED MIX "B" SHALL BE APPLIED TO ALL SLOPES FACING NATIVE AREAS. 3) JUTE MESH OR STRAW BLANKET SHALL BE REQUIRED ON ALL SLOPES WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. 4) UNDERPLANT ALL SHRUB AREAS WITH GROUNDCOVER SHOWN ADJACENT. PLANT IN AL TERNA TING DRIFTS OF APPROXIMATELY 200 Ff. APPLYTOALL TEMPORARYSLOPES "AS-BUILT " C. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO TiiE PUBLIC OR HAVE SPECIAL CONDITIONS THAT~-----------------------------, ----EXP. DATE WARRANTIMMEDIATETREATMENT. APPROVED FOR PLANTING AND t-R-8/-1-EW_E_D_B_Y:------------t E.3•1.2.2.2 ~::~sB~~-BE HYDROSEEDEDSHALLFIRSTBEDISKEDOR ROTOTILLEDTOPRov10EAFRIABLE, LOOSE IRRIGATION ONLY, INCLUDING PRECISE AOL L PLANNING lllia ASSOCIATES ___ ... ,._ LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C CARLSBAD, CA. 9200B (1!D)J29·!137 fAX:(160)729-8324 DATE: lb· !ti -04 SUBUITTAL: flt-lA-L. SUBMITTAL JOB NO: 20322 SCALE: DRAWN BY, ADL/TG/CE LOCATIONS OF PLANTING AREAS. DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL INSPECTOR DATE c;J CITY OF CARLSBAD CTrJ 8 PLANNING DEPARTMENT 9 LANDSCAPE PLANTING DETAILS, LEGEND, NOTES FOR: CARLSBAD OAKS NORTH I /&l,v ,j I0--27-CJ,/ ASSISTANT PLANNING DIRECTOR DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: C.T. 97-13 RVWD BY: 415-9L • w i ~ 0.. ::c .,, I-~ cc 0 z ~ • ~ 0 ~ ~ ~ ~ ~ ~~~ LANDSCAPE Pl.ANTING SPECIFICATIONS -LANDSCAPE WORK PART 1 · GENERAL 1.1. RELATED DOCUMENTS 1.1.1. DFAWINGS AND GENERAL PRO~SIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 SPECIFICATION SECTIONS, APPLY TO THIS SECTION. 1.1.2. CITY OF CARLSBAD'S LANDSCAPE MANUAL. 1.2. SUMMARY 1.2.1. THIS SECTION INCWDES PRO~SIONS FOR THE FOLLOWING ITEMS: 1.2.1.1. TREES. 1.2.1.2. SHRUBS. 1.2.1.3. PLANTS. 1.2.1.4. GROUNDCOVER. 1.2.1.5. SOIL AMENDMENTS. 1.2.1.6. FINISH GRADING. 1.2.1.7. MAINTENANCE PERIOD. 1.2.2. RELATED SECTIONS: THE FOLLOWING SECTIONS CONT.AJN REQUIREMENTS THAT RELATE TO THIS SECTION. 1.2.2.1 .. UNDERGROUND SPRINKLER SYSTEM IS SPECIFIED IN DMSION 2 SECTION, AS A RECL.AJMED WATER IRRIGATION SYSTEM 1.3. QUALITY ASSLRANCE 1.3.1. THE CONTRACTOR SHALL SPECIALIZE IN LANDSCAPE WORK AND POSSESS ALL LICENSES AND PERMITS REQUIRED TO PERFORM THE WORK INCLUDING PEST CONTROL APPLICATOR'S AND C.27 LANDSCAPING LICENSES. 1.3.2. SOURCE QUALITY CONTROL: 1.3.2.1. GENERAL: SHIP LANDSCAPE MATERIALS WITH CERTIFICATES OF INSPECTION REQUIRED BY GOVERNING AUTHORITIES, COMPLY WITH REGULATIONS APPLICABLE TO LANDSCAPE MATERIALS. 1.3.2.2. DO NOT MAKE SUBSTITUTIONS. IF SPECIFIED LANDSCAPE MATERIAL IS NOT OBTAINAELE, SUBMIT PROOF OF NON-AVAILABILITY TO LANDSCAPE ARCHITECT. LANDSCAPE ARCHITECT SHALL SPECIFY ALTERNATE MATERIAL CITY INSPECTOR MUST APPROVE SUBSTITUTIONS. 1.3.2.3. ANALYSIS AND STANDARDS: PACKAGE STANDARD PRODUCTS WITH MANUFACTIJRERS CERTIFIED ANALYSIS. FOR OTHER MATERIALS, PROVIDE ANALYSIS BY RECOGNIZED LABORATORY MADE IN ACCORDANCE 111TH METHODS ESTABLISHED BY THE ASSOCIATION OF OFFICIAL AG RI CULTURE CHEMISTS. WHEREVER APPLICABLE. 1.3.2.4. TREES, SHRUBS. AND PLANTS: PROl/1DE TREES, SHRUBS, AND PLANTS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY SHOWN AND SCHEDULED FOR LANDSCAPE WORK AND COMPLYING WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI 200.1 'AMERICAN STANDARD FOR NURSERY STOCK". PROVIDE HEALTHY, VIGOROUS STOCK, GROWN IN A RECOGNIZED NURSERY IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICE AND FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN-SCALD, INJURIES, ABRASIONS, OR DISFIGUREMENT. 1.3.2.5. WHERE FORMAL ARRANGEMENTS OR CONSECUTIVE ORDER OF TREES OR SHRUBS ARE SHOWN, SELECT STOCK FOR UNIFORM HEIGHT AND SPREAD. 1.3.2.6. SELECTION: THE LANDSCAPE ARCHITECT MAY CHECK TREES AND SHRUBS EITHER AT PLACE OF GROWTH OR AT SITE BEFORE PLANTIN 1, FOR COMPLIANCE WITH REQUIREMENTS FOR GENUS, SPECIES, VARIETY, SIZE, AND QUALITY. THE CONTRACTOR SHALL SUBMIT PHOTOGRAPHS TO LANDSCAPE ARCHITECT OF TYPICAL TREES (15 GAL. AND LARGER CONT .AJNER SIZES) FOR LANDSCAPE WORK. LANDSCAPE ARCHITECT RETAINS RIGHT TO FURTHER CHECK TREES AND SHRUBS FOR SIZE AND CONDITION OF BALLS ANO ROOT SYSTEMS, INSECTS, INJURIES AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR DIEFECTIVE MA TE RIAL AT ANY TIME DURING PROGRESS OF WORK. CONTRACTOR SHALL REMOVE REJECTED TREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE. 14 SUBMITTALS 1.4.1. GENERAL SUBMIT THE FOLLOWING IN ACCORDANCE WITH CONDITIONS OF CONTRACT AND DIVISION 1 SPECIFICATION SECTIONS. 14 2 Pl.ANT AND MATERll\L CERTIFICATIONS 14 2.1 CERTIFICATES OF INSPECTION AS REQUIRED BY GOVERNMENTAL AUTHORITIES. 1.4.2.2. MANUFACTURER'S OR VENDOR'S CERTIFIED ANALYSIS FOR SOIL AMENDMENTS AND FERTILIZER MATERIALS. 1.4.2.3. LABEL DATA SUBSTANTIATING 1HATPLANTS, TREES. SHRUBS AND PLANTING MATERIALS COMPLY WITH SPECIFIED REQUIREMENTS. 1.4.2.4. SEED VENDOR'S CERTIFIED STATEMENT FOR EACH SEED MIXTURE REQUIRED, STATING BOTANICAL AND COMMON NAME, PERCENTAGES BY WEIGHT, AND PERCENTAGES OF PURITY, GERMINATION. AND WEED SEED FOR EACH SEED SPECIES. 1.4.3. SOIL TESTING: 1.4.3.1 UPON COMPLETION OF GRADING OPERATIONS, THE CONTRACTOR SHALL TAKE ONE REPRESENTATIVE SOIL SAMPLE FROM EACH DIFFERENT SOIL TYPE AND CONDITION FOR AGRICULTURAL SUITABILITY TESTING AT A DEPTH OF 6'TO 12'. SOIL SAMPLES SHALL REPRESENT A CROSS SECTION OF SOil CONDITIONS PRESENT AT THE SITE. 1.4.3.2. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY PRE-APPROVED BY THE CITY. TESTS SHALL INDICATE ORGANIC MATTER CONTENT; N, P, K; PH; EC; SOIL TEXTURE: RECOMMENDATIONS FOR AMENDMENTS, LEACHING, HYDROSEEDING, SOD LAWN, SEED LAWN, ACID LOVING PLANTS AND MAINTENANCE FERTILIZATION. 1.4.3.3. SOIL TEST RESULTS AND RECOMMENDATIONS OF THE LABORATORY SHALL BE SUBMITTED TO THE CITY OF CARLSBAD INSPECTOR AND THE LANDSCAPE ARCHITECT FOR INCORPORATION INTO THE PLANS. TEST RESULTS MUST BE REVIEWED AND APFROVED PRIOR TO SOIL AMENDING. 1.4.3.4. PRODUCTS SPECIFIED BY PRODLICT NAME BY THE SOILS TESTING LAE IN THE RECOMMENDATIONS MAY BE SUBSTITUTED WITH 'OR EQUAL' PRODUCTS APPROVED BY THE OWNER'S REPRESENTATIVE. 1.5. DELIVERY, STORAGE AND HANDLING 1.5.1. PACKAGED MATERIALS: DIELIVER PACKAGED MATERIALS IN CONTAINERS SHOWING WEIGHT. ANALYSIS, AND NAME OF MANUFACTURER. PROTECT MATERIALS FROM OCTERIORATION DURING DELIVERY. AND WHILE STORED AT SITE 1.5.2. TREES AND SHRUBS 00 NOT PRUNE PRIOR TO DELIVERY UNLESS OTHERWISE APPROVED BY LANDSCAPE ARCHITECT. DO NOT BEND OR BIND-TIE TREES OR SHRUBS IN SUCH MANNER AS TO DAMAGE BARK, BREAK BRANCHES, OR DESTROY NATURAL SHAPE. PRO~DE PROTECTIVE COVERING DURING DELIVERY. 1.5.3. DO NOT REMOVE CONTAINER-GROWN STOCK FROM CONTAINERS UNTIL PLANTING TIME. 1.6. JOB CONDITIONS 1.6.1. UTILITIES: DETERMINE LOCATION OF UNDERGROUND UTILITIES PRIOR TO THE INITIATION OF ANY WORK. PERFORM ALL WORK IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE TO UTILITIES. HAND EXCAVATE. AS REQUIRED. MAINTAIN GRACE STAKES SET BY OTHERS UNTIL REMOVAL IS MUTUALLY AGREED UPON BY PARTES CONCERNED, 1.6.2. EXCAVATION: WI-IEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE ENCOLNTERED, SUCH />S RUBBLE FILL. ADVERSE DRAINAGE CONDITIONS, OR OBSTRUCTIONS, NOTIFY LANDSCAPE ARCHITECT BEFORE PLANTING. 1.7. SEQUENCING AND SCHEDULING 1.7.1. PLANTING TIME: PROCEED WITH, AND COMPLETE LANDSCAPE WORK AS RAPIDLY AS PORTIONS OF SITE BECOME AVAILABLE. WORK SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN AOCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. 1.7.2. COORDINATION WITH GROUNDCOVERS : Pl.ANT TREES AND SHRUBS AFTER FINAL GRADES ARE ESTABLISHED AND PRIOR TO PLANTING OF GROUNDOOVERS, UNLESS OTHERWISE APPROVED BY LANDSCAPE ARCHITECT. IF PLANTING OF TREES AND SHRUBS OCCURS AFTER GROUNDCOVER PROTECT GROUNDCOVER AREAS AND PROMPTLY REPAIR DAMAGE TO GROUNDCOVERS RESULTING FROM PLANTING OPERATIONS. 1.8. SPECIAL PROJECT WARRANTY 1.8.1. WARRANTY LAWNS AND GROUNDCOVERS THROUGH SPECIFIED MAINTENANCE PERIOD, AND UNTIL <INALACCEPTANCE. 18.2 WARRANTY SHRUBS FOR A PERIOD OF 90 DAYS AFTER DATE OF FINAL ACCEPTANCE. 1.8.3. WARRANTY TREES, FOR A PERIOD OF ONE YEAR AFTER DATE OF SUBSTANTIAL COMPLETION AG.AJNST DEFECTS INCLUDING DEATH, POOR GROWTH OR FORM. ' 1.8.4. REMOVE AND REPLACE TREES, SHRUBS, OR OTHER PLANTS FOUND TO BE DEAD OR IN UNHEALTHY CONDITKJN DURING WARRANTY PERIOD. MAKE REPLACEMENTS WITHIN 14 CALENDAR DAYS OF NOTIFICATION. REPLACE TREES AND SHRUBS WHICH ARE IN DOUBTFUL CONDITION AT END OF WARRANTY PERIOD; UNLESS, IN OPINION OF LANDSCAPE ARCHITECT, IT IS ADVISABLE TO EXTEND WARRANTY PERIOD FOR A FULL GROWING SEASON. 1.8.5. ANOTHER WARRANTY SITE OBSERVATION VISIT WILL BE CONDLICTED AT END OF EXTENDED WARRANTY PERIOD, IF ANY, TO DETERMINE ACCEPTANCE OR REJECTION. REQUIRED REPLACEMENTS SHALL BE FURNISHED, AND PLANTED AS ORIGINALLY SPECIFIED. PART 2 · PRODUCTS 21. SOIL AMENDMENTS 2.1.1. ORGANIC SOIL AMENDMENT SHALL BE A BLENDIED COMMERaALL Y PROCESSED SOIL CONDITIONER CONSISTING OF AN ORGANIC.BASED CONDITIONER, PREPARED BY MIXING A LIGHT, FRIABLE, SILICEOUS MATERll\L WITH NITROGEN-FORTIFIED, FINELY GROUND BARK, WOOD CHIPS AND/OR SAW DUST. THE MATERll\L SHALL CONTAIN A LONG-LASTING FORM OF IRON AND SHALL BE WILIBUR·ELLIS 'ORGANO-LIFE" SOIL AMENDMENT OR APPROVED EQUAL. 2.1.2. BARK MULCH: MULCH SHALL BE EARTHWISE ECO-MULCH, AS MANUFACTURED BY A.J. ECOLOGY INDUSTRIES INC .. (619) 744-0942. SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERY TO SITE. 2.1.3. COMMERCIAL FERTILIZER: COMPLETE FERTILIZER OF NEUTRAL CHARACTER, PER 1HE SOIL TEST RECOMMENDATIONS. 2.14. Pl.ANT TABLETS: 2.1.4.1. GROUNDCOVER: AGRIFORM 5-GRAM (20-1Q.5) BLUE CHIP TABLETS. 2.1 4.1. SHRUBS AND TREES: AGRIFORM 21-GRAM (2Q.1Q.5) BLUE CHIP TABLETS. 2.1.5. IRON SULFATE, IRON SHALL BE EXPRESSED AS METALLIC-DERIVED FROM SULFATE-DEEP GREEN (FES04H20) A MINIMUM ANALYSIS OF 200 % AND 98.3% RETAINED ON A 10 MESH SCREEN. 2.1.6. GYPSUM, AGRICULTURAL GRADE GYPSUM SHALL BE A (CASO#l20) CALCPJM SULFATE 94.3 SHALL PASS A 50 MESH SCREEN. 2.2. PLANTING BACKALL MIX 2.2.1. PLANTING BACKFlll SHALL BE A 11-IOROUGHLY BLENDED MIXTURE OF EXCAVATED SOIL FROM THE PITS AND SOIL AMENDMENTS AT THE RATE RECOMMENDED IN THE SOIL TEST RESULTS. 2.3. PLANT MATERIAL 2.3.1. QUALITY: PROVIDE TREES, SHRUBS, AND OTHER Pl.ANTS OF SIZE, GENUS, SPECIES, AND VARIETY SHOWN AND SCHEDULED FOR LANDSCAPE WORK AND COM PL YING WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI 260.1 "AMERICAN STANDARD FOR NURSERY STOCK.' 2.3.2. CONTAINER STOCK (1 GAL., 5 GAL., 15 GAL., BOXES) SHALL HAVE BEEN GROWN IN CONTAINER FOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINER PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EARTH, WHEN TAKEN FROM THE CONT.AJNER, SHALL BE Pl.ANTED, EXCEPT UPON SPECllll APPROVAL. NO TREES WITH DAMAGED ROOTS OR BROKEN BALLS SHALL BE PLANTED. 2.3.3. TREES: PRO~DE TREES OF HEIGHT AND WIDTH SCHEDULED OR SHOWN AND WITH BRANCHING CONFIGURATION RECOMMENDED BY ANSI 260.1 FOR TYPE AND SPECIES REOUIRED,. UNLESS OTHERWISE SPECIFIED QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK SHOWN ON DRAWINGS. PROVIDE SINGLE STEM TREES EXCEPT WHERE SPECIAL FORMS ARE SHOWN OR LISTED. 2.3.4. SHRUBS: PROVIDE SHRUBS OF THE HEIGHT AND WIDTH SHOWN OR LISTED REQUIRED BY ANSI 260.1 FOR TYPE AND HEIGHT OF SHRUB REQUIRED. 2.4. GROUNDCOVER MATERIALS 2.4.1. SEED: PROVIDE FRESH, CLEAN, NEW-CROP SEED COMPLYING WITH TOLERANCE FOR PURITY AND GERMINATION ESTABLISHED BY OFFICIAL SEED ANALYSTS OF NORTH AMERICA. PRO~DE SEED MIXTURE COMPOSED OF SEED SPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, GERMINATION, AND MAXIMUM PERCENTAGE OF WEED SEED, AS SPECIFIED IN THE 'SCHEDULE OF SEED MIXTURES' INDICATED ON PLANS. 2.4.2 PROVIDE GROUND COVER PLANTS ESTABLISHED AND WELL ROOTED IN FLAT REMOVAELE CONTAINERS AND WITH NOT LESS 11-IAN MINIMUM NUMBER AND LENGTH OF RUNNERS REQUIRED BY ANSI 260.1 FOR THE POT SIZE SHOWN OR LISTED. 2.5. HYDROSEED COMPONENTS AND ADDITIVES 2.5.1. MATERIALS: ALL MATERIALS SHALL BE STANDARD, APPROVED, FIRST GRADE OLIALITY AND IN PRIME CONDITION WHEN INSTALLED. ALL COMMERCIAL PROCESS OR PACKAGING MATERIAL SHALL BE DEUVERED TO THE SITE IN THE ORIGINAL UNOPENED CONTAINERS BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS. 2.5.2. BINDER· AZ· TAC OR EQUAL. 2 5.3, CELLULOSE FIBER MULCH • WEYERHAEUSER 'SILVA-FIBER' OR EQUAL. 2.6. MISCELLANEOUS LANDSCAPE MATERIALS 2.6. l STAKING MATERIAL: STAKES SHALL BE OF LODGEPOLE PINE THESE SHALL BE STR.AJGHT SHAFTS, SHAVED AND CUT CLEAN AND BARE OF BRANCHES AND STUBS, OF UNIFORM 1HICKNESS WITH A MINIMUM DIAMETER OF 2 INCHES, FREE OF LOOSE KNOTS, SPLITS OR BENDS. STAKES SHALL BE NO LESS THAN TEN (10) FEET IN LENGTH. 2.6.2. TREE TIES: TREE TIES SHALL BE V.I.T. CINCH-TIE OR APPROVED EQUAL. 2 6.3. GUY WIRES: 12 GAUGE GALVANIZED WIRE. 2.6.4. GUY WIRE HOSE: 3/8' OR 5/16' X .062" WT POL YETHYIENE TUBING BY WARD MFG., (714) 631-5055. 2.6.5. ROOT BARRIERS: COPOLYMER POLYPROPYLENE, INJECTION MOLDED, .080 THICKNESS ROOT BARRIER AS MANUFACTURED BY DEEP ROOT CORFORATION, (800) 458·7668. USE MODEL UB 24-2 ADJACENT TO CURBS ANO PAVING SURFACES. USE MODEL UB 36-2 ADJACENT TO RETAINING WALLS AND BUILDING FOOTINGS. I ' PART 3 • EXECUTION 3.1. PREPARATION ·GENERAL 3.1.1. ALL ROCK ANO OTHER GROWTH OR DEBRIS ACCUMULATED DURING THE DURATION OF THE PROJECT SHALL BE REMOVED FROM THE SITE. 3.12 GRADING AND SOIL PREPARATION WORK SHALL BE PERFORMED ONLY DURING THE PERIOD WHEN BENEFICIAL AND OPTIMUM RESLLTS MAY BE OBTAINED. IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH SUCH A LEVEL THAT WORKING IT WOULD DESTROY SOIL STRLICTURE, SPREADING AND GRADING OPERA TIO NS SHALL BE SUSPENDED UNTIL THE MOISTURE CONTENT IS INCREASED OR REDUCED TO ACCEPTABLE LEVELS AND THE DESIRED RcSULTS ARE LIKELY TO BE OBTAINED. 3.1.3. ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING Wl1H ANY WORK, CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS ANO ACTUAL CONDITIONS. 3.1.4. QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIENCE ONLY, AND NOT GUARANTEED. CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS. CERTIFY ANY CLARIFICATION'S WITH THE LANDSCAPE ARCHITECT. ADEQUATELY STAKE, BARRICADE, AND PROTECT ALL IRRIGATION EQUIPMENT, MANHOLES, UTILITY LINES, AND OTHER EXISTING PROPERTY DURING ALL PHASES OF THE SOIL AMENDING, PLANTING AND GRADING OPERATIONS. 3.1.5. CONTRACTOR SHALL SUPPLY SIGNED COPIES OF REQUIRED CERTIFICATES, TRIP SLIPS, AND INVOICES FOR SOIL PREPARATION MATERIALS, AND SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL QUANTITIES OF EACH MATERIAL FURNISHED AGAINST THE TOTAL AREA TO EACH OPERATION. IFTHE MINIMUM SOIL PREPARATION RATES OF APPLICATION HAVE NOT BEEN MET. THE LANDSCAPE ARCHITECT WILIL REQUIRE AT NO COST TO OWNER, THE DISTRIBUTION OF ACDITIONAL QUANTITIES OF THESE MATERll\LS TO FULFILL THE MINIMUM APPLICATION REQUIREMENTS SPECIFIED. 3.2. FINISH GRADING 3.2.1. FINISH GRADING: FINISH GRADES SHALL BE AS INDICATED ON THE CML ENGINEER'S DRAWINGS AND LANDSCAPE DRAWINGS. 3.2.2. FINISH GRADES SHALL BE MEASURED AS THE FINAL WATER COMPACTED AND SETTLED SURFACE GRADES; AND SHALL BE WITHIN PLUS OR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS AND GRADE LINES INDICATED ON THE DRAWING. 3.2.3. MOLDING AND ROUNDING OF THE GRADES SHALL BE PR0'.1DED AT ALL CHANGES IN SLOPE WHERE REQUIRED BY THE LANDSCAPE ARCHITECT. 3.2.4. ALL UNDULATIONS AND IRREGULARITIES IN THE Pl.ANTING SURFACES RESULTING FROM TILLAGE, ROTOTILLING AND ALL OTHER OPERATIONS SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INrTIATED. 3.2.5. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUND UTILITIES DURING HIS GRADING AND CONDITIONING OPERATIONS. 3.2.6. FINAL FINISH GRADES SHALL INSURE POSITIVE DR.AJNAGE OF THE SITE WITH ALL SURFACE DRAINAGE AWAY FROM BUILDINGS, WALLS, AND TOWARD ROADWAYS, DRAINS AND CATCH BASINS. 3.2.7. FINISH GRADE SHALL MATCH THOSE OF THE CML ENGINEERS DRAWINGS. FINAL GRADES SHALL BE ACCEPTABLE TO THE LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN. 3.3. PREPARATION FOR PLANTING AREAS 3.3.1. SOIL CONDITIONING, FERTILfZING & ROTOTILLING: AFTER THE PLANTING AREAS HAVE BEEN GRADED, APPLY SOIL AMENDMENTS AND INITIAL FERTILIZERS AS SPECIFIED IN ALL LAWN AND GROUND COVER AREAS WITH A SLOPE OF 31 OR FLATTER. ALL LAWN AREAS SHALL BE CROSS-RIPPED IN TWO DIRECTIONS TO A DEPTH OF 8 INCHES MINIMUM BELOW FINISH GRADIE. DURING THIS OPERATION, ALL STONES OVER 1 INCH IN GREATEST DIMENSION SHALL BE REMOVED. REMOVE HIGH AREAS AND FILL IN DEPRESSIONS. TILL TO A DEPTH OF NOT LESS THAN 6 INCHES BY RO TOTI LUNG A MINIMUM OF TWO (2) ALTERNATING PASSES. TILL SOIL TO A HOMOGENEOUS MIXTURE OF FINE TEXTURE, FRl'E OF LUMPS, CLODS, STONES, ROOTS AND OTHER EXTRANEOUS MATTEF. GRADE SHALL BE RETURNED TO THE CONDITION OF THE APPROVED GRADING PLANS. 3.3.1.1. PRIOR TO PREFARATION OF UNGRACED AREAS DESIGNED TO BE LANDSCAPED, REMOVE EXISTING VEGETATION AND WEEDS. PROPERLY DISPOSE OF SUCH MATERIAL OUTSIDE OF OWNER'S PROPERTY. 3.3.1.1.1. SOIL AMENDMENTS SHALL BE APPLIED AT THE RATES RECOMMENDED BY THE SOIL TESTING LAB. THE FOLLOWING SCHEDULE IS FOR BIDDING PURPOSES ONLY. ADJUSTMENTS MAY BE NECESSARY. 3.3.1.1.1.1. ORGANIC AMENDMENT 6 CU. YD. PER 1,001 SO. FT. 3.3.1.1.1.2. IRON SULFATE: 20 LBS PER 1,000 SO. FT. 3.3.1.1.1.3. GYFSUM: 120 LBS PER 1,000 SQ. FT. 3.3.1.1.1.4. PRE-PLANT RERTILIZER: 30 LBS PER 1,000 SQ. FT 3.3.2 ALL SLOPE AREAS 2:1 OR STEEPER SHALL RECEIVE GYPSUM AT A RATE OF 120 LBS. PER 1,001 SQ. FT. 3.4. EXCAVATION FOR TREES AND SHRUBS 3.4.1. CONT.AJNER GROWN STOCK IN CANS SHALL BE REMOVED WITHOUT DISTURBING THE ROOT BALL STOCK GROWN IN BOXES SHALL HAVE BOTTOMS REMOVED. ALL USED CONTAINERS SHALL BE REMOVED TO THE STORAGE AREAS OR FROM THE SITE. EACH TREE AND SHRUB SHALL BE PLACED IN THE CENTER OF THE HOLE AND SHALL BE SET PLUMB, REMOVE SIDIES OF BOXES ANO HOLD RIGIDLY IN POSITION UNTIL THE PLANTING BACKFILL HAS BEEN TAMPED AROUND EACH ROOT BALL 3.4.1.1. FOR CONTAINER GROWN STOCK, EXCAVATE AS SPECIFIED FOR SIZE OF CONT.AJNER WIDTH ANO DEPTH. 3.4.1.2. DISPOSE OF EXCESS SUBSOIL REMOVED FROM Pl.ANTING EXCAVATIONS. 3.4.1.3. FILL EXCAVATIONS FOR TREES AND SHRUBS WITH WATER AND ALLOW WATER TO PERCOLATE OUT PRIOR TO Pl.ANTING. 3.5. PLANTING Tl1EES AND SHRUBS 3.5.1. ALL PLANTS SHALL BE SET AT SUCH A LEVEL THAT AFTER SETTLING. THEY BEAR ONE INCH ABOVE THE SURROUNDING FINISH GRADE AS THEY BORE TO THE SOIL LINE GRADE IN THE CONTAINER. 3.5.2. PLI\NTING TABLETS SHALL BE PLACED IN EACH Tl1EE AND SHRUB PLANTING HOLE ATTI-IE FOLLOWING RATE: 3.5.3. NO PLANT WILL BE ACCEPTED IF THE ROOTBALL IS BFOKEN OR CRACKED, EITHER BEFORE, DURING OR AFTER THE PROCESS OF INSTALLATION. 3.5.4. WATER BASIN SHALL BE FORMED AROUND EACH TREE AND SHRUB PER DETAIL ALL PLANTS SHALL BE THOROUGHLY WATERED IMMEDIATELY AFTER PLANTING. 3.5.5. WHEN DIRECTED BY THE LANDSCAPE ARCHITECT, CONTRACTOR SHALL PRUNE, THIN OUT, AND SHAPE TREES AND SHRUBS IN AOCORDANCE WITH STANDARD HORTICUL TIJRAL PRACTICE. PRUNE TREES TO RETAIN REQUIRED HEIGHT AND SPREAD. UNLESS OTHERWISE DIRECTED BY LANDSCAPE ARCHITECT, DO NOT CUT TREE LEADERS, AND REMOVE ONLY INJURED OR DEAD BRANCHES FROM FLOWERING TREES, IF ANY. PRUNE TREES AND SHRUBS TO RET.AJN NATURAL CHARACTER. 3.5.6. REMOVE AND REPLACE EXCESSIVELY PRUNED OR MISFORMED STOCK RESULTING FROM IMPROPER PRUNING. 3.5.7. STAKE TREES IMMEDIATELY AFTER PLANTING, AS INDICATED. ALL TREES, 15 GALLON AND SMALLER SHALL BE SINGLE STAKED, 24' BOX AND LARGER SHALL BE DOUBLE STAKED AS INDICATED ON DRAWINGS. THE ST AKES SHALL BE DRIVEN IN PLUMB AND SECURE. SPECIAL CARE SHALL BE TAKEN THAT THE DRIVING IN OF THE ST AKE DOES NOT DAMAGE THE TREE ROOTS OR ROOTB.AJ.L TREE TIES SHALL BE FASTENED PER DETAIL 3.6. HYDROSEEDING 3.6.1. INSPECTION OF CONDITIONS: BEFORE PROCEEDING WITH ANY WORK, THE HYDROSEEDING LANDSCAPE CONTRACTOR SHALL CAREFULLY CHECK PLANTING AREA CONDITIONS AND SHALL IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTIJAL CONDITIONS. NO WORK SHALL BE DONE ON ANY AREA WHERE THERE ARE SUCH DISCREPANCIES OR WHERE CONDITIONS ARE UNSUITABLE FOR SUOCESSFUL PLANT MATERIAL ESTABLISHMENT UNTIL APPROVAL HAS BEEN GIVEN BY THE LANDSCAPE ARCHITECT. , 3.6.2. QUALITY OF WORK: THE HYDRO SEEDING WORK SHALL BE PERFORMED BY A COMPETENTLY TRAINED INDIVIDUAL OR HYDROSEEDING COMPANY IN ACCORDANCE wrrH THE BEST STANDARDS AND PRACTICES RELATED TO THE TRADE. 3.6.3. SOIL PREPARATION: WATER ALL PLANTING AREAS THOROUGHLY AND CONTINUOUSLY FOR THREE (3) CONSECUTIVE DAYS TO SATURATE UPPER LAYERS OF SOIL PRIOR TO HYDROSEEDING OPERATION. ALILOW PLANTING AREA SOIL SURFACE TO DRY OUT FOR ONE DAY ONLY PRIOR TO THE HYDROSEEDING APPLICATION. CARE MUST BE TAKEN TO NOT ALLOW THE SOIL SURFACE TO BE SUPER SATURATED WITH WATER PRIOR TO THE HYDROSEEDING INSTALLATION ATTHE SAME TIME THE SOIL SURFACE SHOULD NOT BE BONE DRY. THERE SHOULD BE SOME RESIDLIAL MOISTURE WITHIN THE FIRST 1/4 INCH OF SOIL SURFACE 3.6.4. BEGIN 1HE HYDROSEEDING OPERATION ON ALL AREAS AS SPECIFIED HEREIN. 3.6.4.1. HYDROMULCHING APPLICATION AND Pl.ANTING SCHEDULE: 1HE HYDROMULCHING SHALL BE APPLIED IN THE FORM OF A FLURRY CONSISTING OF ORGANIC SOIL AMENDMENTS, COMMERCIAL FERTILIZER, AND OTHER CHEMICALS CALLED FOR. WHEN HYDRAULICALLY SPRAYED ONTO THE SOIL, THE MULCH SHALL NOT FORM A B~TTER LIKE MATERIAL. THE SPRAY OPERATION MUST BE SO DIRECTED THAT THE SLURRY SPRAY WI ALSO PENETRATE THE SOIL SURFACE AS TO DRILL AND MIX THE SLURRY COMPONENTS INTO THE SOIL, US ENSURING MAXIMUM IMPREGNATION AND COVERAGE. 3.6.4.2. PREPARATION OF HYDROSEEDING MIXTURE: THE SLURRY SHALL BE PREPARED AT THE SITE ANO ITS COMPONENTS SHALL BE MIXED TO SUPPLY THE RATES OF APPLICATION AS PER SPECIFICATIONS. 3.6.4.3. SLURRY PREPARATION SHALIL BEGIN BY ADDING WATER TO THE LINK WHEN THE ENGINE IS AT ONE-HALF THROTTLE. WHEN THE WATER LEVEL HAS REACHED THE HEIGHT OF THE AGITATOR SHAFT AND GOOD RECIRCULATION HAS BEEN ESTABLISHED, THE FERTILIZERS SHALL BE ADDED TO THE MIXTURE [THE TANK SHALL BE AT LEAST 1/3 FILLED WITH WATER ATTHIS TIME). 3.6.4.4. THE ENGINE THROffiE SHALL BE OPEN TO FULL SPEED WHEN THE TANK IS 1/2 FILLED WITH WATER. ALL ORGANIC AMENDMENTS, FIBER, AND CHEMICALS SHALL THEN BE ACDED BY THE TIME THE TANKIS2·1/3 TO 3/4 FULL. ATTHISTIMETHESEED MIX SHALL ALSO BE ADDED. 3.6.4.5. SPRAYING SHALL COMMENCE IMMEDIATELY WHEN THE TANK IS FULL ANO THE SLURRY IS MIXED. 3.6.5. APPLICATION THE OPERATOR SHALL SPRAY 1HE AREA WITH A UNIFORM VISIBLE COAT USING THE DARK COLOR OF THE CELLULOSE FIBER OR ORGANIC AMENDMENT AS A VISUAL GUIDE. 1HE SLURRY SHALL BE APPLIED IN A DOWNWARD DRIWNG MOTION VIA A FAN STREAM NOZZLE. 3.6.6. TIME LIMIT: THE HYDROMULCHING SLURRY COMPONENTS ARE NOT TO BE LEFT IN THE HYOROMULCH MACHINE FOR MORE 1HAN TWO HOURS. IF SLURRY COMPONENTS ARE LEFT FOR MORE THAN TWO HOURS IN THE MACHINE. THE CONTRACTOR SHALL ACD 50 % MORE OF THE ORIGINALLY SPECIFIED SEED MIX TO ANY SLURRY MIX WHICH HAS NOT BEEN APPLIED WITHIN THE TWO HOURS AFTER MIXING. THE OONTRACTOR SHALL ACD 75% MORE OF THE ORIGINAL SEED MIX TO ANY SLURRY MIXTURE WHICH HAS NOT BEEN APPLIED EIGHT HOURS AFTER MIXING. ANY MIXTURE NOT APPLIED AFTER EIGHT HOURS SHALL BE REJECTED ANO DISPOSED OF OFF-SITE AT CONTRACTOR'S EXPENSE. 3.6.7. PROTECTION: SPECIAL CARE IS TO BE EXERCISED BY THE CONTRACTOR TO PREVENT ANY OF THE SLURRY FROM BEING SPRAYED ONTO ANY ADJACENT PROPERTY, ETC. ANY SLURRY SPRAYED ONTO THESE AREAS SHALL BE CLEANED OFF AT THE CONTRACTOR'S EXPENSE. 3.6 8 HYDROMULCHING SCHEDULE: AS AN ADDED PRECAUTION, THE HYDROSEEDED AREA SHALL BE PRESOAKED WITH WATER BY THE IRRIGATION SYSTEM TO A DEPTH OF THREE (3) INCHES 48 HOURS PRIOR TO THE HYDROSEEDING INSTALLATION. 3.6.9. APPLICATION RATES: CELLULOSE FIBER· 2,001 LBS/ACRE M-BINDER · 140 LBS PER ACRE SEED MIX· AS INDICATED ON DRAWINGS FERTILIZER: TURF AREA· (12·12·12J • 400 LBS./ ACRE OTHER AREAS. (0-36·0) • 300 LBS. / ACRE (38-0-0) • 50 LBS. I ACRE 3.6.10. HYDROSEEDING EQUIPMENT: THE SPECIFIED COMPONENTS SHALL BE MIXED TOGETHER IN A HYDROSEEDING MACHINE DESCRIBED AS FOLLOWS: 3.6.10.1. THE HYDROMULCHING EQUIPMENT SHALL MEET THE MINIMUM REQUIREMENTS OF A SWARY DISTRIBUTION LINE LARGE ENOUGH TO PREVENT CLOSING AND CONTINUOUS NON FLUCTUATING DISCHARGE OF AT LEAST 25 PSI AT THE END OF THE SPRAY NOZZLE THE SLURRY TANK SHALL HAVE A MINIMUM CAPACITY OF 2000 GALLONS AND SHALL BE MOUNTED ON A TRAVELING UNIT EITHER SELF-PROPELLED OR DRAWN BY A SEPARATE UNIT. 3.6.10.2. THE EQUIPMENT SHALL HAVE A BUILT-IN AGITATION SYSTEM UNDER OPERATING CAPACITY SUFFICIENT TO AGITATE. SUSPEND AND HOMOGENEOUSLY MIX A SLURRY CONTAINING NOT LESS THAN 20 KILOS (44 LBS.) OF ORGANIC MULCHING AMENDMENT PLUS FERTILIZER CHEMICALACDITIVES AND SOLIDS FOR EACH 100 GALLONS OF WATER. 3. 7. PLANTING GROUND COVER 3.7.1. SPACE GROUND COVER PLANTS AS INDICATED OR SCHEDULED 3. 7.2. DIG HOLES LARGE ENOUGH TO ALLOW FOR SPREADING OF ROOTS AND BACKFILL WITH PLANTING SOIL WORK SOIL AROUND ROOTS TO ELIMINATE AIR POCKETS AND LEAVE A SLIGHT SAUCER INDENTATION AROUND PLANTS. WATER THOROUGHLY AFTER PLANTING, TAKING CARE NOT TO COVER CROWNS OF PLANTS WITH WET SOILS. PRO~DE PLANT TABS PER SPECIFICATION 3.5.2. 3. 7.3. PROVIDE 3 INCH THICKNESS OF BARK MULCH IN ALL NON-TURF PLANTING AREAS LESS STEEP THAN 3:1 (RIPARIAN AREAS EXCLUDED) 3.8. POST FERTILIZATION 3.8.1. POST FERTILIZATION FOR ALL AREAS SHALLOOCURAFTER PLANTING AT A RATE SPECIFIED INTHE SOIL TEST RECOMMENDATIONS. 3.9. MAINTENANCE PERIOD 3.9.1. THE MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER ALL LANDSCAPE, IRRIGATION, ANO ALL OTHER INDICATED OR SPECIFIED WORK ON THIS PROJECT IS COMPLETE, CHECKED, ACCEPTED AND WRITTEN APPROVAL FROM THE LANDSCAPE ARCHITECT IS GIVEN. 3 9 2. THE CONTRACTOR SHALL CONTINUOUSLY MAINT.AJN ALL INVOLVED AREAS OF THE CONTRACT DURING THE PROGRESS OF THE WORK AND DURING THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPTANCE OF THE WORK 3.9.3. THE MAINTENANCE PERIOD SHALL CONTINUE UNTIL FINAL ACCEPTANCE, BUT IN NO CASE, LESS THAN 90 DAYS AFTER APPROVED COMPLETION OF LANDSCAPING. 3.9.4. THE CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD WILIL BE EXTENDED, WHEN IN THE OFINION OF THE LANDSCAPE ARCHITECT, IMPROPER MAINTENANCE AND/OR POSSIBLE POOR OR UNHEALTHY CONDITION OF PLANTED MATERIAL OR UNESTABLISHED NON-COVERING LAWNS ARE EVIDENT AT THE TERMINATION OF THE SCHEDULED MAINTENANCE PERIOD. THE CONTRACTOR SHALL BE RESPCNSIBLE FOR ADDITIONAL MAINTENANCE OF THE WORK AT NO CHANGE IN CONTRACT PRICE UNTIL ALL OF 1HE WORK IS COMPLETED AND ACCEPTED LANDSCAPE ARCHITECT. 3.9.5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION OF THE LANDSCAPE AREAS. DAMAGED AREAS SHALL BE REP.AJRED IMMEDIATELY AT THE OONTRACTOR'S EXPENSE. 3.9.6. THE CONTRACTOR MAINTAIN TREES, SHRUBS, AND OTHER PLANTS BY PRUNING, MOWING, CULTIVATING, AND WEEDING AS REQUIRED FOR HEAL THY GROWTH; CONTRACTOR SHALL RESTORE PLANT WATERING BASINS, TIGHTEN AND REPAIR STAKE AND GUY SUPFORTS, RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL PCSITION AS REQUIRED, ANO SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE 3.10. CLEANUP AND PROTECTION 3.10.1. DURING LANDSCAPE WORK, KEEP PAVEMENTS CLEAN AND WORK AREA IN AN OflDERLY CONDITION. 3.10.2. PRCTECT LANDSCAPE WORK AND MATERIALS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS, OPERATIONS BY OTHER CONTRACTOOS AND TRADES, AND TRESPASSERS. MANTAIN PROTECTION DURING INSTALLATION AND M.AJNTENANCE PERIODS. TREAT, REPAIR, OR REPLACE DAMAGED LANDSCAPE WORK AS DIRECTED. 3.11. SITE OBSERVATION~SITS: 3.12.1. SITE OBSERVATION ~SITS HEREIN SPECIFIED SHALL BE MADE BY1HE CITY INSPECTOR AND THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL REQUEST SITE OBSERVATION !M 48 HOURS ADVANCE OF THE TIME OBSERVATION IS REQUIRED. 3.11.2. SITE OBSERVATION WILL BE REO\JIRED FOR THE FOLLOWING PARTS OF THE WORK: 3.11.2.1. INCORPORATION OF SOIL CONDITIONER ANO RERTILIZER INTO THE SOIL. 3.11.2.2. UPON COMPLETION OF FINISH GRADING PRIOR TO PLANTING. 3.11.2.3. APPROVAL OF PLANT MATERIALS. 3.11.2.4. WHEN PLANTING, AND ALL OTHER INDICATED OR SPECIFIED WORK, EXCEPT THE M.AJNTENANCE PERIOD, HAS BEEN COMPLETED. 3.11.2.5. FINAL SITE OBSERVATION ~SIT AT THE COMPLETION OF THE MAINTENANCE PERIOD. THIS SITE OBSERVATION VISIT SHALL ESTABLISH THE BEGINNING DATE FOR THE WARRANTY PERIOD OF PLANT MATERIAL. 3.11.2.6. UPON COMPLETION OF THE WARRANTY PERIOD. 3.11.3. ACCEPTANCE: UPON COMPLETION OFTHE FINAL SITE OBSERVATION VISIT AND THE WORK OF 1HIS SECTION, THE CONTRACTOR WILL BE NOTIFIED IN WRTING (1) WHETHER THE WORK IS ACCEPTABLE; (2) OF ANY REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE. 3.11.4. 1HE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON Tl-IE SITE AT THE TIME OF EACH SITE OBSERVATION ~SIT BY THE LANDSCAPE ARCHITECT. END OF SECTION 02900 "AS-BUILT " EXP. DATE 3.5.2.1. 1-21 GRAM TABLET PER 1 GALLON CONTAINER. 3.5.2.2. 3-21 GRAM TABLETS PER 5 GALLON CONT.AJNER. 3.5.2.3. 4-21 GRAM TABLETS PER 15 GALLON CONTAINElt 3.5.2.4. 1·21 GRAM TABLET PER EACH 4 INCH OF BCX SIZE. 3.5.2.5 1-5 GRAM TABLET PER FLATTED OR LINER PLANT. ADL • PLANNING =====l•IIJ --~11111- APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. REVIEWED BY: INSPECTOR DATE ASSOCIATES ___ llllln■ lcAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C CARLSBAD, CA. 92008 ~ CITY OF CARLSBAD ~ l---f---+----------------+----1---l---!---1 ~ PLANNING DEPARTMENT ~ ~====-================:'...::::::=== LANDSCAPE SPECIFICATIONS FOR: CARLSBAD OAKS NORTH 0!0}729-1637 FAX:0!0)729-1!!4 DATE: I0-18 • 04 SUBMITTAi.: ¥11'¥,l.-SUBMITTAL ~-~~~~ _____ b-27-e./ JOB NO: 20322 ASSISTANT PLANNING DIRECTOR DATE SCALE: N / A DATE INITIAL DRAWN BY: AOL / TG / CE ENGINEER Of WORK REVISION DESCRIPTION DATE INITIAi. DATE INITIAi. OTHER APPROVAi. CITY APPROVAi. OWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. C.T. 97-13 DRAWING NO. 415-9L -w ~ a. :I: ~ I-cc 0 ., .. z 'r' ~ ~ 0 0 \o ca ~ cc r----(3 ""' C\I ' 0. ..J a, !n"" 'O \o