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HomeMy WebLinkAboutDWG 418-6L; CT 00-20; FOX-MILLER PROPERTY; 01-41LANDSCAPE AND IRRIGATION PLANS FOR: tn C() CITY OF OCEANSIDE HIGHWAY. SITE CITY OF VISTA PACIFIC OCEAN . CITY OF ENCINITAS VICINITY MAP NO SCALE DECLARATION OF RESPONSIBLE CHARGE I HEREBY IX'CLARE THAT I AM LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBl.f CHARGE OVER THE DESIGN OF THIS PROJECT Af3 DERNED IN SECTION 6703 OF BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THATTHE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD, CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY IX'PAATMENT OF EN"1RONMENTAL HEALTH SER"1CES IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, Af3 LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PIANS HAVE BEEN PREPARED IN SUlSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE SUFPRESSION PLAN, STORM WATER POLLUTION PREVENTION PLAN, AND ALL CONDITIONS OF APPROVAL REIATED TO LANDSCAPING. D. LA'MlON ADL PLANNING ASSOCIATES 2979 STATE STREET SUITE C CARLSBAD, CA. 92008 (760) 729-8637 . 0 iO~ CITY OF SAN MARCOS REGISTRATION NO'S: ---"#"-'2""34:,:,,8,___ EXPIRATION DATE: 3-31-05 --------~- T I ··-----..... _~_.,._ --, LOT 2 I I ' ' . ..r \ --/,1; -----==---------I LO 9 I ( .. -- LOT 4 . , ~~ . ----0~~-J1 --~---"" -- --------------- £ e] £ ~ CT# 00-20 SHEET INDEX: SHEET NO. DESCRIPTION 1 TITLE SHEET AND GENERAL NOTES 2 WATER DISTRICT COVER SHEET 3-17 LANDSCAPE IRRIGATION PLANS 18-19 LANDSCAPE IRRIGATION DETAILS 20 LANDSCAPE IRRIGATION DETAILS AND NOTES 21 LANDSCAPE IRRIGATION LEGEND 22 LANDSCAPE IRRIGATION CALCULATIONS 23-24 LANDSCAPE IRRIGATION SPECIFICATIONS 25-39 LANDSCAPE PLANTING PLANS 40 LANDSCAPE PLANTING DETAILS, LEGEND, NOTES 41 LANDSCAPE PLANTING SPECIFICATIONS 51 lt::E: I LEcSE:NO 6_ ll'Qtll!loATION l"1..AN$ □ l"LANTINl!lo l"I.AN5 < t N ~KEYMAP N.T.S. OWNER: H.G. FENTON COMPANY 7588 METROPOLITAN DRIVE SAN DIEGO, CA 92108 CONTACT: ALLEN JONES (619) 400 0134 PLANNING CONSULTANT: LADWIG DESIGN GROUP, INC. 703 PALOMAR AIRPORT ROAD SUITE 300 CARLSBAD, CA 92009 (760) 438-3182 LANDSCAPE ARCHITECT: ADL PLANNING ASSOCIATES, INC. 2979 STATE STREET SUITEC CARLSBAD, CA 92008 (760) 729-8637 CIVIL ENGINEER: O'DAY CONSULTANTS 2710 LOKER AVENUE WEST SUITE 100 p..l;-lDSCA Q• I.AW CARLSBAD, CA 92008 (760) 931-7700 ,;,~ 4i ~ ,__ ~ 1/) ' a llF'~ AOL 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 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. "AS-BUILT " ___ EXP. REVIEWED BY: REVISIONS MUST BE APPROVED BY PUBUC HE'ALTH ENGINEER, ASST. PLANNING DIRECTOR le DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FlELD. ~~ 41/~o< ---~~PIAN=CHECl<ER-=---~ INSPECTOR I SH1EET I CITY OF CARLSBAD t----+----1---------------+----+---+--+----t PLANNING DEPARTMENT 1----l---+--------------+---+----t--+----f TITLE SHEET FOR: FOX-MILLER PROPERTY DATE DATE ~ Lill CMWD XX (760)729-8637 FAK:(7&0}729-8321 DATE: 10/29/04 l----l---+--------------+---+------1--+----i _,;:;,ra1_..L_~,L_ ________ //--C/-05" ASSISTANT PIANNING DIRECTOR MlE ----------JOB NO: 20327 SCALE: N / A MlE INITIAL DRAWN BY: D.D.,W.M., C.E. ENGINEER OF WORK REVISION DESCRIPTION OWN BY: __ ,__M_JE~_INITW._-+-_M_JE~_INlllAL_..... CHKD BY: -- D'IHER APPROVAL CITY APPROVAL RVW0 BY: PROJECT NO. ORAWING NO. C.T. 00-20 4186L ~ -- ~ ex, w ' a.. G' 0 0::: a.. r----0::: w ...J ....I :i: ' >< 0 u.. ... ,A<) - ' -~ ~ .@ GENERAL NOTES RECYCLED WATER NOTES. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICfS 'CARLSBAD RULES & REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS" DATED OCTOAER 1993. 2. OOINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY OF RECYCLED WA TEA. BEST MANAGEMENT PllACTICES SHALL BE USED TO MINIMIZE RECYCLED WATER ENCROACHMENT ON PtJBI.IC FACILffiES SUCH M PICNIC TABLES, BBQ'S, PLAY- GROUNDS, SANO TOT LOTS, ETC. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO lliE BEST EXTENT POSSIBLE, PONDING, RUN-OFF, OVER SPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED 5. ON-SITE CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTARI.E WATER UNES IS STRICTLY PROHIBITED. 6. NO SUBSllTLmON OF PIPE MATERIAI.S ~I.I. BE Al I.OWED WITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIP~L WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER THE CARLSBAD MUNICIPAL WATER DISTRIC1'S RULES AND REGULATIONS. • 8. THE IRRIGATION SYSTEMS SHALL RIJN BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. THE rOI_LOWING MOANING (SPOT IRRIGATION COUlO BE DONE AT A DIFFERENT TIME) wnH QUALIFIED SUPERVISION PERSONNEL ON SITE. 9. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER ovrn ALL WIRING ANO PIPING. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WIND BLOWN SPRAY OR BY DIRECT APPLICATION, THROUGH IRRIGATION OR OTHER APPROVED USE. LACK OF PROTECTION, \111Ell IER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OFERATION, IS SffilCTLY PROHIBITED. • 11. IRRIGATION HEADS SHlli BE RELOCATED OR AnJUSTED TO PREVENT OVER-SPRAYING ON SIDEWALKS, STREETS, AND NON~DESIGNATED USE AREM. 12. RECYa.ED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS (SPIKES NOT EXCHANGEABLE WITH POTAELE QUICK COUPLER SPIKES) PER CARLSEAll MUNICIPAL WATER DISTAICl'S RULES ANO REGULATIONS. 13. METERS SHALL BE SIZED BY THE CARLSBAD MUNICIPAL WATER DISTRICT. 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING 'NON POTABLE WATEll' OR 'llECYCLED WATER', COLOR CODED (PURPLE) AND LAID ~mH WARNING TAP£ ANO STENCILING ORIENTED TOWARD THE TOP OF THE TAENCH PER CARLSEAD MUNICIPAL WA1ER DISTAICl'S HULES AND REGULATIONS. 15. ALL POTAELE WATER ANO RECYCLED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE lHENCH 16. WHEN A POTABI.EWATER LINE ANO RECYCl.ffi WATER LJNE CROSS, THE RECYCLED LINE SHALL BE INSTALLED WITHIN A PHOTECTIVE SLEEVE THE SLEEVE SHALL EXTEND IO FEET FROM EACH SIDE, FROM T: IE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. 17. A TEN FOOT HORIZONTAL SEPARATION BETWEEN POTAIJLE WATER AND RECYCLED WATER MAINS MUST BE MANTAINED AT ALL TIMES. THE POTABLE LINC MUST OE INSTALLED AOOVE 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 OYTIIE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 20. QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: RECYCLED WATER: QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHlli HAVE ACME TYPE THREADS (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES) AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO lliE VALVE, QUICK COUPILING VALVES SHALL BE NELSON NO. 7643, HUNTER NO. HV100A-RL-NP OR APPROVED EQUAL. 21. AN ANNUAL CROSS CONNECTION INSPECTION ~LL BE DONE BY EITHER CARLSBAD MUNICIPAi. WATER DISlRICT OR SAN DIEGO COUNlY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS ~LL BE FORWARDED TO THE NON-INSPECTING PAIHY. •22. DEVELOPER SHALL SHOW 'RECYCLED WATER DO NOT DAIN~ SIGN LOCATIONS ON THESE PLANS. •23. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRl11NG. THIS INDMDUAl SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF HACKFLOW/CROSS-CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS, SHlli BE PROVIDED TO CARLSBAD MUNICIPAL WATER DISTRICT AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. IN CASE OF EMERGENCY CONTACT: (FILL IN) (NAME) OR AFTER HOURS CONTACT: (FILL IN) (NAME) (TELNO.) 24. SHOW ALL PUBI.IC & PRIVATE POTABI.E WATER MAINS ON THE PLANS. 25. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR COOED PURPLE PER AWNA GUIDE UNES AND SECTION 404954 OF THE CALIFORNIA HEALTH AND SAFETY CODE. PURPLE BACKGROUND 1" BLACK LETTERS -----f---f--+-3 6 "-------i (N. T.S.) (TELNO.) ARNING RECYCLED WATER ~ DO NOT DRINK __ I RECYCLED WATER N;;;- L _______ w_A_s_1 _A,.,No.-s_AF~TER--co_N_TA_c_11_N_G _ __. Ti LAVESE MANOS DESPUES DE USAR 12"X 36" SIZE .032 ALUMINIUM, .060 ABS PLAS OR STICK-ON VINYL SIGNS 1" BLACK LETTERS 2" BLACK LETTERS TYPICAL SIGNS (N.T.S.) - 26. THE CONTRACTOR MUST NOTIFY THE CITY PLANNING DEPT. CONSULTANT (760) 438-1161 EXT. 4221, n HOURS (THREE WORKING DAYS], PRIOR TO CONSTRUCTION. 27. THE LAIJDSCAPE OR IRRIGATION CONTRACTOR IS TO VERIFY EXISTING P.S.I. AT JOB SITE PRIOR TO INSTALLING lJINDSCAPE IRRIGATION SYSTEM. VERIFICATION SHALL BE MADE WITH THE APPROPRIA 1 E WATER DISTRICT. 28. ALL REDUCED PRESSURE MCKFLOW PREVENTERS SHALL BE TESTED AFTER INSTALLATION, RELOCATION, OR REPAIRS BY A CITY OF CARLSBAD APPROVED CERTIFl::0 TESTERS. 29. DEVELOPER/OWNER IS RESPONSIBLE FOR SUPPL YING A COPY OF THE TEST RESULTS TO THE CARLSBAD MUNICIPAL WATER DISTRICT. 30. WATER SERVICE (POINT OF CONNECTION) INSTAULATION, TEMPORARY OR PCRMANENT, SHALL BE IN PLACE TO COINCIDE WITH PLANTING TIMI! :G SPECIFIED IN SECTION V.A OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. • ITEMS NO. 8, 19,&22,23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECYCLED WATEH. ITEM NO. 22, THE SIGNAGE PLAN SHALL BE A PART OF THIS LP. BUTTHE ACTLJAL SIGNS & TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF RECYCLED WATER. • All PUBLIC ANO PRrifATE POTAOLE WATER MAINS II,CLUDING FIRE MAINS AND NIYWATER WELLS AND PUBLIC WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. • A PHYSICAL SEPARATION SHALL BE PROVIOED BETWEEN ADJACENT AREM OF IRRIG,\TED WITH RECYCLED ANO POTABLE WATER. SEPARATION SHALL BE F oOVIDED BY DISTANCE, CONCRETE MOW STRIP OR OTHER APPROVED METHODS. • THERE ARE NO WATER FOUNTAINS ON THIS SITE. • HOURS FOR IRRIGATION ~nTH RECYCLED WATER ARE FROM 10:00P.M.TO 6:00A.M. THE HOU~S FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAYBE MODIFIED BYTHE LOCAi. ALITHORllY. IRRIGATION DURIIW PUBLIC USE PERIODS WITH DISINF[CTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERIISION OF THE DESIGNATED USER SUPCRVISOR IRRIGATION WITH WATER OF LESSER QUAIJTY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10:00P.M. AND 6 00A.M. • BURIAL OF ALL WIRING AND PIPING SHALL MEET CARlSBm MUNICIPAL WATER DIST111Crs RULES AND REGULATIONS .. • CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BElWEEN OTHER LJTILITIES. '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 INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE PER THE OUVFNHAIN MUNICIPAL WATER DISTRICrs RULES AND REGULATIONS. f---1s"-1 T In Order to conserve Water .. , RECYCLED WATER IN USE ';.,.,..-, DO NOT®NO TOME I ~t DRINK EL AGUA WASH HANDS AnER CONTACTING LA\IESE SUS MANOS OESPUES DE USA.R 18" X 18" SIZE .032 ALUMINUM, ,060 ABS PLASTIC OR STICK-ON VINYL SIGNS \ SIGNAGE NOTES THE FOLLOWING GUIOEI.INF.S FOR THE USE OF RECYCLED 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 LEITTRING. I. GUIDELINES FOR RECYCLED WATER USE 1. IRRIGATE BETWEEN lliE HOURS OF 10:00P.M. AND 6:00A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNA TrENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. · IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING AND POND,NG. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. T,MERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRAflON RA TE PRESENT. TIIIS PROCCDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDUUNG OF THE ALJTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). 3. ADJUST SPRAY HCADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER, FOR EXAMPLE, PRIVArE PATIOS AND LOTS, STREETS, AND SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT ANO MATERIALS FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED M SOON AS THEY BECOME /PPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST OE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRI. PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND, TOOL, WASHING, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPING INDUSTRY, IT IS IMPORTANT THIS INFOR- MATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON SITE FACILITIES. SUCH CHANGES MUST BE SI.IBMIITTD TO AND APPROVED BY TIIE DISTRICT ENGINF.E111NG OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. ,.,_, In l!) II. 7. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATIOfl TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4' PURPLE IN COLOR WITH THE WORDS'WARNING RECYCLED WATER-DO NOT DRINK' IMPRINTED ON ONE SIDE, AND AVISO-AGUA IMPURA-NO TOMAI!' ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APP.'10VED EQUAL. B. ONE TAG SHALL BE ATTACHED TD EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITI I PLASl IC TIE-WRAP OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 8. ALL SPRINKLER HE ms SHALL BE IDENTIFIED M RECYCLED WATER SPRINKLER HEAIJS. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIA TEO EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEAnlNG THE WORDS"RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETrERS 1' HIGH ON APURPIE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSOMNEL UTILIZING THE EQUIPMENT. LOT2 ADL PLANNING --- ASSOCIATES __ _ LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S B A D, C A. 9 2 O O 8 ~ 60)7 29-8'l7 FAX: (7 6 0)729-8 3 21 DATE: 10/29/04 JOB NO: 20327 1. 2, 3. INSPECTION PROCEDURES CllY CONSTRUCTION INSPECTION SHAI I. INCLUDE: A. LOCATION OF PIPE LINES. B. TRENCH DEPTII C. REOUIREDSEPARATION (HORIZONTALLYANDVERTICALLi) □. PIPE IDENTIFICATION. (P.0 C.'S) POINTS OF CONNECTIOMS. E. LOCATION AND 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. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. COVERAGE TEST, AFTER COMPLETON OF THE SFHINKLER SYSTEM, TD DETERMINE THE ADEQUACY or COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECYCLED WATER. B. WARNING SIGNS ANO LABELS. C. QUICK COUPLING VALVES. D. ALL ASPECTS OF THE IRRIGATION COflDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. '· E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F. REQUIRrn PROTECTION OF WELLS, STREAMS, RES[RI/OIRS, ITC. G. CROSS-CONNECTION. ANNUAL INSPECTION SHALL INGtlJDE: A COMPLETE INSPECTION WHICH SHOULD COVER PART A, PART BAND PART G OF THE DISTRICTS FINAL INSPECTION. LEGEND POTABLE WATER STREET MAIN .... • RECYCLED WATER STREET MAIN RECYCLED WATER IRRIGATION MAIN P.O.C. FOR RECYCLED WATER (METER AND BACKFLOW PREVENTION) "DO NOT DRINK" SIGN LOCATIONS FIRE HYDRANT VALVE AREA OF PROPOSED RECYCLED WATER APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR &: DISlRICT ENGlr-l~ER PRIOR TO IMPLEMENTATION IN FIELD. REVIEWED: ENGINEER Pl.AN CHrnt<rn lr) CX) CARLSBAD MUNlaPAL WA1ER DIS1RICT ffe//44:zi' /£;it-Ztt::> //-li'J•(J4 'MWAM E. PLUMMER, DEPUTY CITY ENGINEER DA 1E R.C.E. 28176 EXPIRES: SAN DIEGO COUNTY DEPARTMENT OF . EN'JIRONMENTAL HEALlH APPROVED BY "AS-BUILT ____ EXP. REVIEWED BY: DATE INSPECTOR " 12-Z--()V DAlE DATE DATE l----+--l-----------+---+---+--t----1 [ SH2EET [ CITY OF CARLSBAD ~1 PLANNING DEPARTMENT Li1J ~==='...'==============:::::'....'.::===; WATER DISTRICT TITLE SHEET FOR: (R!c.C.~C,U:D IAIAT1'~) FOX-MILLER PROPERTY . CMWD XX ~ UJ 0. 0 a: 0. a: ~ _J ~ ~ LL OWN BY: ___ PROJECT NO. DRAWING NO. SCALE: N/A DATE lllllAL DATE IN111AL DATE INl11AL CHKD BY: --C T 00 20 4186L C\I ENGINEER OF WORK REVISION DESCRIPTION OlHER M'PR<NAL C11Y APPROIIAL RVWD BY: • • -i-!-L ______________________________________________________________________ ...:~:l.~l=F~:::: ___ ~D~RA~W~N ;BY~:::::~D~.D~.,W~.M~.,~C~.E~. ::::;:;_J:;~~~~~~::=~~===~=~=====~====~=====!:====================~ (ff±; c:o ' 6' r-- -----l------- / \ MAINLINC TO tlE INSTALLED OUT OF R.0.W, -.. ' ' \ \ CURS, SIDEWALK ROW C-31 -"'· . .. VALYl!c:.-a"TAND E---VALVE MANIFOLD LOCATED 15' FROM FA<;E 01" CV~ / C-3 11 4,:!,.41 ,/ F2=" --1 C-2 I I I ' I I ! 1e,.oe, I" C-1 31 1-1/2" LOT2 o· 10' 20' 40' ADL PLANNING --- ASSOCIATES __ LA N 0 PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S B A D, C A 9 2 0 0 8 (760)7211-8637 FAX:(7till)729-Bl24 DATE: 10/29/04 08/30/05 JOB NO: 20327 SCALE: I \ ( NOTE: ' • 1. PLANS ARE DIAGRAMMATIC AND APPROXIMATE. AUL PIPING, VALVE BOXES, BACKFLOW PRE~NTERS, ECT., SHALL BE LOCATED IN LANDSCAPE AREASj NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN THE HARDSCAPE. GROUP VALVE BOXES AND LOCATE IN SHRUB AREAS WHENEVER POSSIBLE, 2. FOR IRRIGATION DETAILS SEE SHEET #18,19. ' 3. FOR IRRIGATION LEGEND AND NOTES SEE SHEET #20,21. 4. FOR IRRIGATION CALCULAllONS, SEE SHEET /122.' 5. FOR IRRIGATION SPECIFICATIONS, SEE SHEETS ;¥23,24. 6. FOR BOOSTER PUMP INFORMAllON, SEE SHEET /l'/.2. 7. ALL SPRAY HEADS THAT ARE LOCATED ADJACENJ TO THE SIDEWALK OR THE D.G. PATH SHALL BE POP- UP. AUL OTHER SPRAY-HEADS SHALL BE ON 1" RISER APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. -~ ----=-·.;;:;=1, I I I ---?' --' ,,.., __ ..J I '. fr~ ·-. __ "'-·, k--re ·- 1 ~f':t'-.,-1 1, ',,,,: ~ l\f_d _.,,._.,., s~r_i:. 'ti-,,-"'C 1-1, 1-, , I I I JI l '--~.d I ~-·"" .• '-::J ---____ .J N.T.S. KEYMAP REVIEWED BY: ~w4--~~ ~-~·01 INSPECTOR DATE l-----+---+-+------------+---t-----t---t------1 I SH3EET I CITY OF CARLSBAD I SHE4ETS1 I ~=:::::..'::::::=:::::::P:::::LA::::N:::N::::IN:::G:::::::D:::EP:::::A:::R:::::TM:::E=:N::::::T===-'==~ LANDSCAPE IRRIGATION PLAN FOR: FOX-MILLER PROPERTY CMWD XX l---+-----1------------+---+--+----t----l l-=-piJN-,,~~:_,,,G_,_,twG~· =~ ~~------116;(::7 I DWN BY: ___ PROJECT NO, DRAWING NO. 1, = 2cr DATE 1NmAL DATE INITIAL DATE 1NmAL CHKD BY:___ C T 00 Z0 4186L - DRAWN BY, D.D.,W.M., C.E. _, l _______________________________________________________________________ ::::::::::::~--~~~::::~~~~;;;;;;::~1E~NG~l~NE~ER~OF~~WO~R~K~::;;;;;;;~R~EY~IS~l~ON;:~DE~S~C~R~l~P~TJ~O~N~::::::::~o=TH~ER=N'=P=RO:V:AL~=c=1TY:N'=PR=O~VAL~~R~VW::D:B:Y::::::~~:::::•::•:::::::~~~::~~~~S! I I r,-~-7 ---~---·•--;1,-•r----·--------· _,_._ ',.,~-. --.. ,. ! " ' ' I l ,j ~ I ' ' ' I I ! ri :'j 'I :I , I I i I .I I I i >I' I '1 .I I ·' . I C-1 c-e C-"1 ,___ ~.25 2"1 1e,.e,2 1-1/2" 1-1/2" I " EL CAMINO REAL CURB SIDEWALK ROW .. 1 .. ,,.,.----, ... a ... •••••• , ...... c;: .. ,_,___ ........... --;-,._,! ~--· ----\,!.G;,.' ' ,, ____ , --__::::'¾ VALVE: MANIFQLD LOCATED 3' UP FROM roe OF SLOPE LOT2 NOTE: 1. PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING, VALVE BOXES, BACKFLOW PREVENlERS, ECT., SHALL BE LOCATED 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 SHEET #18,19. 3. FOR IRRIGATION LEGEND AND NOTES SEE SHEET #20,21. 4. FOR IRRIGATION CALCULATIONS, SEE SHEET #22. 5. FOR IRRIGATION SPECIFICATIONS, SEE SHEETS #23,24. 6. FOR BOOSTER PUMP INFORMATION, SEE SHEET #22. 7. ALL SPRAY HEADS THAT ARE LOCATED ADJACENT TO THE SIDEWALK OR THE D.G. PATH SHALL BE POP- UP. ALL OTHER SPRAY-HEADS SHALL BE ON A RISER APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. o· 10' 20' 40' ';-\DSC~ 9· 1..AWso.s, ' ~ () =-,,,,,,,,,,,,,., ,,,,,,,,,,,_ ,.,.,..,. - ADL PLANNING --- ASSOCIATES __ ~Ifill!!!~ LANO PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S 8 A D. C A. 9 2 0 0 8 (760)719-8637 f!X·~60)729-Sl21 ,----- ' I I I I ___ .J -~-.J-vr .. : C-IB 16.5 I " 6-l4 2BJ· I " C-15 B5.5 1-1/2" --- "AS-BUILT " ~ ff-f,!J·,1/ :#t~·~/-~ DATE N.T.S. KEYMAP REVIEWED pY: rt .. .{~~ e:r-~ INSPECTOR b· »e1 DATE w CITY OF CARLSBAD I SHEETS I PLANNING DEPARTMENT 41 LANDSCAPE IRRIGATION PLAN FOR: . FOX-MILLER PROPERTY CMWD xx .. ::i: . -..., DATE, 10/29/04 08/30/05 JOB NO: 20327 I __ a_~---+-~7.~~---·----ul1r/2? 1----+--+-------------+------t------t------t---j PLANN~ • I DATE SCALE: 1 )I =-201 DATE INITIAL DRAWN BY, D.D.,W.M., C.E. ENGINEER OF WORK REVISION DESCRIPTION ,, ;. ... ' .,.. ,., DATE INITIAL DATE INITIAL OWN BY: __ _ CHKD BY: __ _ OTHER APPROVAL CITl' APPROVAL RVWD BY: PROJECT NO. C.T. 00-20 DRAWING NO. 4186L :::. .J:: ~ ~-Vi~ ~· w .,;: ~ a. -. 0 ct;,-cc a. cc ~ :::! ~ :::l: I ~ ~ u.. ....c: --~ ....J ,, ' \ \ LOT2 91 1-1/2_'.'.-C-92 5.6 I" C-91 41.6 2" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. o· 1 o· 20' 40' \ ADL i PLANNING ----;;~ ~ ASSOCIATES Ml-~ LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S B A D, C A. 9 2 0 0 8 (16 □)729-8637 F /\X: (7 6 0) 129 -8 J 24 DATE: 1 0/29/04 08/30/05 JOB ND; 20327 SCALE: ,. = 20' DRAWN BY: D.D.,W.M., C.E. - C-18 1!5.4 I" C-1"' 10.2. I" C-20 24.8 I " --,::i \: ti--~ 'l. "' -I I -;_1-Jr-'· /' 1-.-1-r;-f"-l --li ~:· 1Lt-l "f,~r, --~ l l ··-_J,: '~~-~', 1-' 1, I ·.JJ"!".<J ~ ~ :.:t ---..J NOTE: 1. PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING, VALVE BOXES, BACKFLOW PREVENTERS, ECT., SHALL BE LOCA TEO IN LANDSCAPE AREAS. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN THE HARD SCAPE. GROUP VAL VE BOXES AND LOCATE IN SHRUB AREAS WHENEVER POSSIBLE. 2. FOR IRRIGATION DETAILS SEE SHEET #18, 19. 3. FOR IRRIGATION LEGEND AND NOTES SEE SHEET f20,21. 4. FOR IRRIGATION CALCULATIONS, SEE SHEET #22. 5. FOR IRRIGATION SPECIFICATIONS, SEE SHEETS #23,24. 6. FOR BOOSTER PUMP INFORMATION, SEE SHEET /122. 7. ALL SPRAY HEADS THAT ARE LOCATED ADJACENT TO THE SIDEWALK OR THE 0.G. PATH SHALL BE POP- UP. ALL OTHER SPRAY-HEADS SHALL BE ON A RISER N.T.S. KEYMAP INSPECTOR DATE /D-~·07 DATE I SH5EET I CITY OF CARLSBAD ~ 1-+---+-----<>-----------------+---+------t--->----> PLANNING DEPARTMENT L___1lj 1-+---+-----<>-----------------+---+------t--->------, LANDSCAPE IRRIGATION PLAN FOR: FOX-MILLER PROPERTY ' ' I CMWD XX 1--+------+-------+--------+----+---+---+------I I PLmNl~g; ~ DAlE INITIAL f',jGINEER Of WORK REVISION DESCRIPTION DAlE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: PROJECT NO. DRAWING NO. CHKD BY: C.T. 00-20 4186L RVWD BY: I I : I I ~ :~ Cl)~ w a.. Cb I 0 ~,;;--a: ci:f-a.. a: ~ ..J ::!: • CJ) ~ 0 "h ~ ~ :J MAINLINE TO BE INSTALLED OUT OF RO_W, ·,. '\ \ ,, \..,_ I I I LOT3 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. o· 10' 20' 40' AOL PLANNING ~~~ ASSOCIATES __ L A 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 rAi,(760)72,-a,21 DATE, 10/29/04 08/30/05 JOB NO: 20327 SCALE: 1' = 2f1 DRAWN BY: D.D.,W.M., C.E. MAINLINE fWN 15 3' DOY-IN ~M TOP OF SL.OPE r--- 1 I I , tF"" h•-t""-1-~---- J l f~ ---'.s..-11 f -11 I, ===; ---\ r , 11 I I \J.1,?f-I _'!"."~-----..:. :I ___ ..J NOTE: 1. PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING, VALVE BOXES, BACKFLOW PREVENTERS, ECT, SHALL BE LOCATED IN LANDSCAPE AREAS.• NO IRRIGATION EQUIPMENT SHALL BE LOCATED I~ THE HARDSCAPE. GROUP VALVE BOXES AND LOCATE IN SHRUB AREAS l'il-lENEVER POSSIBLE. 2. FOR IRRIGATION DETAILS SEE SHEET #1 B, 19. 3. FOR IRRIGATION LEGEND AND NOTES SEE SHEET ;¥20,21. 4. FOR IRRIGATION CALCULATIONS, SEE SHEET /1-22. 5. FOR IRRIGATION SPECIFICATIONS, SEE SHEETS #23,24. 6. FOR BOOSTER PUMP INFORMATION, SEE SHEET ;¥22. 7. ALL SPRAY HEADS THAT ARE LOCATED ADJACENJI TO THE SIDEWALK OR THE D. G. PA TH SHALL BE POP- UP. ALL OTHER SPRAY-HEADS SHALL BE ON A RISER N.T.S. KEYMAP INSPECTOR /.0 -~.,-e'T DATE >-----+--+--------------+--+--+------+-----l ~I S=H6E=ET:::'....'I =C=I=TY::::::::O::::F::::::::::::::C=A=R=L=S=B=A=D::::'....':::::I ==1~1 ,--PLANNING DEPARTMENT LANDSCAPE IRRIGATION PLAN FOR: FOX-MILLER PROPERTY CMWD XX 11_/._~1 PLANNING DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: C. T. 00-20 OTHER APPROVAL CITY APPROVAL RVWD BY: 4186L ~ 2 I) "1-:, ~ ,:S_ :J ff. LOT3 / I , 'j I l . I , I ,, t._ \ I I I I "· ) ( ·~ I_,.; 0 (.:) \ \ -- APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. o· 10· 20· 40' LOT4 AOL PLANNING --- ASSOCIATES __ _ ---- r------ 1 I I I NOTE: 1. PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING, VALVE BOXES, BACKFLOW PREVENTERS, ECT., SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN lHE HARDSCAPE. GROUP VALVE BOXES AND LOCATE IN SHRUB AREAS WHENEVER POSSIBLE. 2. FOR IRRIGATION DETAILS SEE SHEET #18, 19. 3. FOR IRRIGATION LEGEND AND NOTES SEE SHEET #20,21. 4. FOR IRRIGATION CALCULATIONS, SEE SHEET 1/22. 5. FOR IRRIGAllON SPECIFICATIONS, SEE SHEETS H23,24. 6. FOR BOOSTER PUMP INFORMATION, SEE SHEET #22. 7. ALL SPRAY HEADS THAT ARE LOCATED ADJACENT TO lHE SIDEWALK OR THE D.G. PATH SHALL BE POP- UP. ALL OTHER SPRAY-HEADS SHALL BE ON A RISER N.T.S. KEYMAP "AS-BUILT " ~ /hd'·tJ7 if, ;;,,i:,/·Jf DATE REVIEWED ( BY: /1....1-1 q-. ~--o:tt: INSPECTOR I SH?EET I CITY OF CARLSBAD ~ 1----t--+----------------t--+---+--+----I PLANNING DEPARTMENT Lill -----,,--------L A N D P L A N N I N G LANDSCAPE IRRIGATION PLAN FOR: LANDSCAPE ARCHITECTURE 2979 STATE STRE.E.T, SUITE C C A R L S 8 A D, C A. 9 2 0 0 8 (760)729·8637 fAX,(760)729-8324 FOX-MILLER PROPERTY CMWD XX DATE, 10/29/04 0B/30/05 I/ O JOB NO, 20327 PIJ\NNING DATE SCALE, 1" = 20' □ATE INITIAL DWN BY: ---PROJECT NO. DRAWING NO. L--------------------------------·•"~' __ _:._,-~,.·--~-------·-·~·~·------------...... --.:==:::: ___ ;□M;Vi:~B~~;;;;;;;;;;;;;;;D.;D.~,W~M;.,;C;E~--~c~,;;;;;;;•~-!:~:G:IN:ru=OF:W:O:RK====R:~:l:S:IO:N;:;:D:ES:C:R~~:T:IO:N::::::;;:;;;;:;o;:::;R:~;pI::::;;:;;:;::~;p;:;;:;:::;~:~:K;g;:;~:~~~~f;;;:;;c;.;T;.:;o;o;-;;2;0~;;4;1;8;6;L;;;;!.I~ ,J MAINI.INE MAINLINE!/ VALYES ~OVED LOT4 o· 10' 20' 40' LOT3 2979 S""!'"ATE STREET, SUITE C C A R L S 8 A D, C A. 9 2 0 0 8 (760)729-8637 f!L(760)729-8324 DATE: 1 0/29/04 08/30/05 JOB NO: 20327 SCALE: 1" = 20' DRAWN BY: . ' D.D.,W.M., C.E. ,------ ' I I I I NOTE: 1. PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING, VALVE BOXES, BACKFLOW PREVENTERS, ECT., SHALL BE LOCATED 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 SHEET #18,19, 3. FOR IRRIGATION LEGEND AND NOTES SEE SHEET #20,21, 4. FOR IRRIGATION CALCULATIONS, SEE SHEET #22. 5. FOR IRRIGATION SPECIFICATIONS, SEE SHEETS #23,24. 6. FOR BOOSTER PUMP INFORMATION, SEE SHEET /}22. 7. ALL SPRAY HEADS THAT ARE LOCATED ADJACENT TO THE SIDEWALK OR THE D.G. PATH SHALL BE POP- UP. ALL OTHER SPRAY-HEADS SHALL BE ON A RISER -------...-1, -----I I ~-i.. --,..' -_.., N.T.S. KEYMAP ~ CITY OF CARLSBAD 1---+--+------------------t------t-----t--T----J LJ:!_j PLANNING DEPARTMENT +----1-------------------lf--------+--+----+---1 ~ Lill DATE INmAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE IRRIGATION PLAN FOR: FOX-MILLER PROPERTY DWN BY: __ _ PROJECT NO. CHKD BY: __ _ RVWD BY: C.T. 00-20 CMWD XX DRAWING NO. 4186L lilAIMLINE TO BE INSTALLED OUT OF R.0.W. · \ \ \ CURB SIDEWALK ROW A-11 20.1 I" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. o' 1 o· 20' 40' LOT4 ADL PLANNING --- ASSOCIATES--~ L A 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)729-6637 rAX,1760)721-632+ DAT2 10/29/04 0B/30/05 JOB NO, 20327 SCALE: 1' = 20' JRAWN BY, D.D.,W.M., C.E. r----- 1 I I I I NOTE: 1. PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING, VALVE BOXES, BACKF1.0W PREVENTERS. ECT., SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRIGATION EQUIPMENT SHALL BE LOCATED I"' THE HARDSCAPE. GROUP VALVE BOXES AND LOCATE IN SHRUB AREAS WHENEVER POSSIBLE. 2. FOR IRRIGATION DETAILS SEE SHEET #18,19. 3. FOR IRRIGATION LEGEND AND NOTES SEE SHEET #20,21. 4. FOR IRRIGATION CALCULATIONS, SEE SHEET /f-22. 5. FOR IRRIGATION SPECIFICATIONS, SEE SHEETS #23,24. 6. FOR BOOSTER PUMP INFORMATION, SEE SHEET #22. 7. ALL SPRAY HEADS THAT ARE LOCATED ADJACENT TO THE SIDEWALK OR THE D.G. PATH SHALL BE POP- UP. ALL OTHER SPRAY-HEADS SHALL BE ON A RISER "AS-BUILT " /d-1~ -4 J I DATE N.T.S. KEYMAP INSPECTOR REVIEWED( n....fi. ~-~kft 1----+--+------------t----t---t---+---tl SHgEET I CITY OF CARLSBAD ~1 PLANNING DEPARTMENT Lill ;::=="-============; LANDSCAPE IRRIGATION PLAN FOR: FOX-MilLER PROPERTY CMWD XX 1----+--+----------+-------+--+-------+--------t I-PLA-NN~1Mli~£--~-~ze;G~-/.--~1/2~7 I DA lo INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: __ _ CHKD BY: __ _ RVWO BY: PROJECT NO. C.T. 00-20 DRAWING NO. 4186L ---0 CURB-~ SIDEWALK ROW APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. O' 10' 20' 40' I LOT4 ADL NOTE: 1. PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING, VALVE BOXES, BACKFLOW PREVENTERS, ECT., SHALL BE LOCATED 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 SHEET #18,19. 3. FOR IRRIGATION LEGEND A>ID NOTES SEE SHEET #20,21. 4. FOR IRRIGATION CALCULATIONS, SEE SHEET 1/22. 5. FOR IRRIGATION SPECIFICATIONS, SEE SHEETS #23,24. 6. FOR BOOSTER PUMP INFORMATION, SEE SHEET /122. 7. ALL SPRAY HEADS THAT ARE LOCATED ADJACENT TO THE SIDEWALK OR THE D.G. PATH SHALL BE POP- UP. ALL OTHER SPRAY-HEADS SHALL BE ON A RISER N.T.S. KEYMAP UILT " DATE INSPECTOR PLANNING --- ASSOCIATES __ ~ CITY OF CARLSBAD ~ 1----+--1----------------+--+----+--t-------t LJQ__j PLANNING DEPARTMENT L___AlJ ~='-=======================-======: LANO PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S 8 A D, C A. 9 2 0 O 8 (160)729-B6Jl FAX,(160)129-8324 DATL 10/29/04 08/30/05 JOB NO, 20327 SCA..E: 1" = 20' DRAWN BY• D.D.,W.M., c.e. DATE INrTIAL DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL .,_. . DATE INITIAL CITY APPROVAL LANDSCAPE IRRIGATION PLAN FOR: FOX-MILLER PROPERTY DWN BY: __ _ CHKD BY: __ ~ RVWD BY: PROJECT NO. C.T. 00-20 CMWD XX DRAWING NO. 4186L " -~~ -----~ ~O() ~ I UJ =-=~ 0. ~r---~ 0. cc ~ ..J ' -::!: ~ ~ t LL ~ ~ ::J NOTE: 1. PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING, VALVE BOXES, BACKA.OW PREVENTERS, ECT., SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRIGATJON EQUIPMENT SHALL BE LOCATED IN THE HARDSCAPE. GROUP VALVE BOXES AND LOCATE IN SHRUB AREAS WHENEVER POSSIBLE. 2. FOR IRRIGATJON DETAILS SEE SHEET f11B,19. J. FOR IRRIGA TlON LEGEND AND NOTES SEE SHEET #20,21. 4. FOR IRRIGA TlON CALCUL.A TlONS. SEE SHEET #22. 5. FOR IRRIGATJON SPECIFICATIONS, SEE SHEETS /123,24. 6. FOR BOOSTER PUMP INFORMATION, SEE SHEET /122. 7. ALL SPRAY HEADS THAT ARE LOCATED ADJACENT TO THE SIDEWALK OR THE D.G. PATH SHALL BE POP- UP. ALL OTHER SPRAY-HEADS SHALL BE ON A RISER OPEN SPACE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. D' 10' 20' 40' l'-1-lDSC,t .,, ,.,., ~ ,_ i" Ul < O· \..AW cl -=~- )1 Li F ~ \ ADL CON1ROLLER C (RA,NMASTER.l 4e STATIONS AVAILA6LE 94 STATIONS IJSED CONTRACTOR TO EXTEND EXTRA ~IRES TO Ti"IO RJRTHEST VALVES (CONTRACTOR TO 5ECIJRE: 5DGiE l'-IORK ORDER PRIOR TO CONSTRUCTIO"l) CON7F.OLLER B {R.AINMASTEB) 4e STATIONS AVAILABLE 44 STATIONS U5ED CONTRACTOR TO EXTEND EXTRA ~IRES TO T~O AJRTHEST VAL.YES (CONTRACTOR TO SECURE 5DG4E l"lORK OR.DER PRIOR TO CONSTRUCTION) CON1ROLLER A (RAINMAS1.ER.l 4e STAilONS AVAILASLJ: S1 STATIONS USED CONTRACTOR TO EX7"END EX7"RA ~IRES TO Tl-'lO FURTHEST VALVES (CONTl'i'ACTOR TO SECURE SDGiE V'lORK. ORDER PRIOR TO CONS1RUC TIO"l) POINT OF CONNECTION B -NON-POTA6LE, I 1/:2" Y'iATT=R METER i'V APF'ROX. S5 PSI :2" 6ACKFLOH PReV'l::NTT=R Hin-I PRE:SOORE f<l=GULATOR 1-1/:2" MASTER VALVE I 1/4" FL.OH SENSOR Hin-I ;.HUT OFF DcVICE 5 HORSEPOl'iER BOOSTER PUMP N.T.S. KEYMAP INSPECTOR ILT " DATE PLANNING --- ASSOCIATES __ _ t----+----+---------+----+---+---+--_,fsRITi71 CITY OF CARLSBAD ~1 L11J PLANNING DEPARTlvtENT LAU ;:==::::'...'.::==========='--=:::::::::::::::::::: LAND PLANNING L..,6,.NOSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S B A D, C A. 9 2 0 D B 060)729-6637 F!K,060}729-8324 DATE: 10/29/04 08/30/05 JOB NO: 20327 SCALE: 1' = 20' DRAWN BY: D.D.,W.M., C.E. LANDSCAPE IRRIGATION PLAN FOR: FOX-MILLER PROPERTY· CMWD XX I---+----+----------+---+----+----+---< I PLAN~/'7 <lk~ 1<i~aj l--cDccA==-+-c1NcclTcc,..,.-,,------------------,f-----,---+-~-+---l ;:;D;;W;:NC:-:::;B;:Y;::: =_=-=_=_=-=_=_=-=_::;-;===P=RO=J=E=C=T=N=O=.==;;:::::D=RA=W::::l::::N::::G::::::NO~. ·~ ~ DAlE INITIAL DAlE INITIAL CHKD BY: --C T 00 20 OTHER APPROVAL CITY APPROVAL RVWD BY: • • -4186L ENGINEER OF WORK REVISION DESCRIPTION --~~~ ~~~ a::::~ n..ct-r--a: ~ j -~ ::E ~ C> '¾ ~ ~ - APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. a· , a· 20' 40' 'O· LAW.so ~· .. ~ ~ ~ ~ 0 ~ t ::i: Slan<t.ur,I -I 3/31/09 t'J Ror,0,01 P<W ,_ ADL PLANNING ASSOCIATES __ LAND PLANNING LANDSCAPE ARCl-!ITECTURE 2979 STATE STREET, SUITE C C A R L 5 8 A D. C A. 9 2 0 0 8 (7 6 0) 721·B637 FAX, (7 6 0)7 2 9-8 3 H DATE, 10/29/04 0B/30/05 JOB NO, 20327 SCALE: 1 ~ = 20' DRAWN BY, D.D.,W.M., C.E. DATE INmAL ENGINEER OF WORK ,,--CURB ,,----SIDEWALK ,,---ROW REVISION DESCRIPTION DATE INrrlAL OTHER APPROVAL DATE INITIAL CITY APPROVAL NOTE: 1. PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING, VALVE BOXES, BACKFLOW PREVENTERS, ECT., SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRIGA TlON EQUIPMENT SHAI.L BE LOCATED INf THE HARDSCAPE. GROUP VALVE BOXES AND LOCATE IN SHRUB AREAS WHENEVER POSSIBLE. 2. FOR IRRIGATION DETAILS SEE SHEET #18,19. 3. FOR IRRIGATION LEGEND AND NOTES SEE SHEET #20,21. 4. FOR IRRIGATION CALCULATIONS, SEE SHEET #22. 5. FOR IRRIGATION SPECIFICA TlONS, SEE SHEETS #23;24. 6. FOR BOOSTER PUMP INFORMATION, SEE SHEET #22. 7. ALL SPRAY HEADS THAT ARE LOCATED ADJACENT TO THE SIDEWALK OR THE D.G. PATH SHALL BE POP- UP. ALL OTHER SPRAY-HEADS SHALL BE ON A RISER N.T.S. KEYMAP UILT " EXP. REV~D BY: 11 -v( c,-. ~kf lo-Jc. 07 INSPECTOR DATE LR] CITY OF CARLSBAD Lill 2 PLANNING DEPARTMENT 1 LANDSCAPE IRRIGATION PLAN FOR: FOX-MILLER PROPERTY CMWD XX /1,,; PLANijl DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: C.T. 00-20 RVWD BY: 4186L -~::S ~ (J:) °;C) a:~~ UJ -. &~ a: ct: r-- a.. a: j -'-. ::! N ~ () -+-:, 0 ~ ,- I -::I ,:_J ___ ----- LOT 1 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. J>-\-IDSC ,;)• lAW o· 1 o' 20' 40' ,,~ /.,J ~ f-l, (/) ~ 0 '1lJF~ () :I: -, rr, I ADL PLANNING --- ASSOCIATES __ LANO PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S B A D, C A. g 2 a a B P60)729-8837 FU:(760)729-8324 DATE: 10/29/04 08/30/05 JOB NO: 20327 SCALE: 1u = 201 DRAWN BY: D.D.,W.M., C.E. NOTE: 1. PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING, VALVE BOXES, BACKFLOW PREVENTERS, ECT., SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRIGATION EQUIPMENT SHALL BE LOCATED Jj,i THE HARDSCAPE. GROUP VALVE BOXES AND LOCATE IN SHRUB AREAS WHENEVER POSSIBLE. 2. FOR IRRIGATION DETAILS SEE SHEET #1B,19. 3. FOR IRRIGATION LEGEND AND NOTES SEE SHEET #20,21. 4. FOR IRRIGATION CALCULATIONS, SEE SHEET /j22. 5. FOR IRRIGATION SPECIFICATIONS, SEE SHEETS #23,24. 6. FOR BOOSTER PUMP INFORMATION, SEE SHEET /122. 7. ALL SPRAY HEADS THAT ARE LOCATED ADJACENT TO THE SIDEWALK OR THE D.G. PATH SHALL BE POP- UP. ALL OTHER SPRAY-HEADS SHALL BE ON A RISER N.T.S. KEYMAP "AS-BUILT " ~,t-W·&f REVIEWED BY: tr..J-1 C:r-~~l~ir INSPECTOR DATE fsHITi7 CITY OF CARLSBAD I SHE4ETS1 I 1-----+--+----------------+--+---+--+----I LJ..3_J PLANNING DEPARTMENT +----+--+----+------< LANDSCAPE IRRIGATION PLAN FOR: FOX-MILLER PROPERTY CMWD XX 1------+----+--------+--+----+-----+--I 1-=:-cp:7"-c, ff;c-:-G ....,.._._Z ........ t.~21-t...,.,.~---✓✓/4 !67 I DATE INITIAL ENGINEER OF WORK DWN BY: __ _ CHKD BY: __ _ RVWD BY: REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CllY APPROVAL PROJECT NO. C.T. 00-20 DRAWING NO. 4186L --...J::::.. ~ .._____ \fl°"} ~ I)\ ' a:.s;: ~ ~~r---!f - ~ --<.>l -::i C) • "I-:, 2 ~ -... ... • ::J ' i I ' i I i , ,I i 'i I i' --! '""" _,,, ! I I ' I , I i \ ' ' ' ' ' ' l ' ' ' I \ \ -.... I I I I I I I ' \ ' I I LOT 1 \ \ \ \ \ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. / / 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 ADL / I ,I 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 B (760)729·8637 FAX,(760)729·8l24 DATE, 10/29/04 08/30/05 JOB NO, 20327 SCALE: 1' = 20' JR1".WN BY: D.D.,W.M., C.E. I I / I / / ' ' I i ' / ' I I ' I ' ' ' ' ', i ' I i I I I \ I ' ', ' \ \ ' \ l \ \ ' \ --...... ,-)] I =-=-=: I --7' -,;--, -.J I 'r: -, '·· I ., t ,;p,r'sf"-ir ,., ,,,_1..1 ' ·.c.1~ 1-,, I ~~~_-f,.I .. -'.:I i ' I N01E: 1. PLANS ARE DIAGRAMMATIC AND APPROXIMA1E. ALL PIPING, VALVE BOXES, BACKFLOW PREVEN1ERS, ECT., SHALL BE LOCA 1ED IN LANDSCAPE AREAS., NO IRRIGATION EQUIPMENT SHALL BE LOCA1ED I~ THE HARDSCAPE. GROUP VALVE BOXES ANO LOCA 1E IN SHRUB AREAS WHENEVER POSSIBLE. 2. FOR IRRIGATION DETAILS SEE SHEET #18,19. J. FOR IRRIGATION LEGEND AND N01ES SEE SHEET #20,21. 4. FOR IRRIGATION CALCULATIONS, SEE SHEET #22. 5. FOR IRRIGATION SPECIFICATIONS, SEE SHEETS #23,24. 6. FOR BOOS1ER PUMP INFORMATION, SEE SHEET #22. 7. ALL SPRAY HEADS THAT ARE LOCA1ED ADJACENT TO THE SIDEWALK OR THE D.G. PATH SHALL BE POP- UP. ALL OTHER SPRAY-HEADS SHALL BE ON A RISER LOT 1 N.T.S. KEYMAP "AS-BUILT " fiift?!:· ~--,1-07 REVIEWED BY: 11.J.,,I C:3:-t:.il..;,,j\- INSPECTOR DATE 1----+----+--------+---+----+--+__,~4 CITY OF CARLSBAD ~ ~L!:±J==:'....':::===PLA::::::::N::::Nl:::::NG::::::::D::::EP:::::A:::R:::TM:::::E::::N::::T==~LJl_J=:::::::::1::::: LANDSCAPE IRRIGATION PLAN FOR: FOX-MILLER PROPERTY CMWD XX I 4 a.A_:,. ~~ I >----<--+-----------+--+--+--+---I -pi.,ijfr;~~-~-G4,-+..LY=-=-----ll,¢Dd1 l----+--f-----------------+--+---+---1----< ~D:;W:;N;::B;;Y:;::: ==.==.==.==_==_:::;-;::==P=RO=J==E=CT==N=o.==;-;:::D=RA=w=1=N~G==N:::::O~. DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~g ~~:---I C. T. 00-20 4186L N .... ' ::J s:: ~ \ 21 c~\ ffi Ii I \ ~I I ~I \ :c I ffi I ·1 ti I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. f>.l'IDSC,<1 o· , o· 20' 40' ,.,, () f--:i:: V) -~ - 0 ,~::~~:.-~# ,:;; liFO~ ADL 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 (7 6 a)7 2, _ '637 "', (76 aJ 12, -8324 OATL 10/29/04 08/30/05 JOB NO• 20327 SCALE: 1 u = 20' DRAWN BY, D.D.,W.M., C.E. r----- 1 I I I I ----~,..c.r ' ,1 __________ 1 --..,'• ~:;-.-' '---,s,,czc __ .J 'r' -. I ' , , '. ~-,-, _.,,,_,;,: --<}t I L . 1 1 -.J ~~~-=~ 1-, 11 I \.!-:1-.,,.f I ~.,::-. ---..:. ::I ___ .J NOTE: 1. PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING, VALVE BOXES, BACKFLOW PREVENTERS, ECT., SHALL BE LDCA TED IN LANDSCAPE AREAS. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN THE HARDSCAPE. GROUP VAL VE BOXES AND LOCATE IN SHRUB AREAS WHENEVER POSSIBLE. 2. FOR IRRIGATION DETAILS SEE SHEET #18,19. 3. FOR IRRIGATION LEGEND AND NOTES SEE SHEET #20,21. 4. FOR IRRIGATION CALCULATIONS, SEE SHEET /j22. 5. FOR IRRIGATION SPECIFICATIONS, SEE SHEETS #23,24. 6. FOR BOOSTER PUMP INFORMATION, SEE SHEET /122. 7. ALL SPRAY HEADS THAT ARE LOCATED ADJACENT TO Tl-IE SIDEWALK OR THE D.G. PATH SHALL BE POP- UP. ALL OTHER SPRAY-HEADS SHALL BE ON A RISER UILT " /l·/d·t?7 • DATE N.T.S. KEYMAP REVIEWED BY: 11~.:L( lr-(::.Jl--0'ir INSPECTOR CITY OF CARLSBAD PLANNING DEPARTMENT 1------+--+-------------------+--+----+---+----l u§] ~ Lili LANDSCAPE IRRIGATION PLAN FOR: FOX-MILLER PROPERTY CMWD XX DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INJTIAL OTHl':R APPROVAL CITY APPROVAL PROJECT NO. C.T. 00-20 DRAWING NO. 4186L i::S ~ ~~ --~ UJ --0.. n:.r--0 a: 0.. a: ~ -..J V1 ~ I () ~ ·h -I:_ C') -... I :::J APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. o· 1 o· 20' 40' '/ 14.0 '\ • ADL PLANNING --- ASSOCIATES __ LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S 8 A 0, C A. 9 2 0 0 8 (760)729-8637 FAX·(760)729-8324 DATE, 10/29/04 08/30/05 JOB NO, 20327 SCALE: 11' = 20' DRAWN BY, D.D.,W.M., C.E. LOCA.,.E MAINLINE OUT Of FllGHT OF WAY VAL.Ve 6-65 AND ~ ADDED FOR THE PALM~ AT THE ENTRY NOTE: 1. PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING, VALVE BOXES, BACKFLOW PREVENTERS, ECT., SHALL BE LOCATED IN LANDSCAPE AREAS~ NO IRRIGATION EQUIPMENT SHALL BE LDCATED IN THE HARDSCAPE. GROUP VALVE BOXES AND LOCATE IN SHRUB AREAS WHENEVER POSSIBLE. 2. FOR IRRIGATION DETAILS SEE SHEET #18,19. 3. FOR IRRIGATION LEGEND AND NOTES SEE SHEET #20,21. 4. FOR IRRIGATION CALCULATIONS, SEE SHEET #22.• 5. FOR IRRIGATION SPECIFICATIONS, SEE SHEETS #23,24. 6. FOR BOOSTER PUMP INFORMATION, SEE SHEET #22. 7. ALL SPRAY HEADS THAT ARE LOCATED ADJACENr TO THE SIDEWALK OR THE D.G. PATH SHALL BE POP- UP. All OTHER SPRAY-HEADS SHALL BE ON A RISER N.T.S. ,,--CURB ,,----SIDEWALK ~-ROW "AS-BUILT REVIEWED BY: " DATE KEYMAP INSPECTOR 11..J~( LT-E:ll--oJt ~ CITY OF CARLSBAD ~ 1-----1--+----------------+--+---+----+------I L.l§_j PLANNING DEPARTMENT Li1J ;::::::::::::::::::::'..'::::::=::::::::===::::::::::::========::::..'::::=='=:::::::: LANDSCAPE IRRIGATION PLAN FOR: FOX-MILLER-PROPERTY· CMWD XX -= ~::S ~~°;'l ff:!:::.:~ 25~r--8: cc ~ 3 '--~ ~ \) LL b '# --e: ,-----.. ' ::I i I I ' ' I '' ! I I SIDEWALit---.... RO•W---, IVIAll~LINE TO BE INSTALLED OUT OF R.O.W. I I i I I ':j/ /1 . "\ I , ,. ,, I -~1 i V "I ' ~) I \ I ' ' I I ! I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. I i i I J ' I ' / l ,LOT5 o· I ' ' ' 10· 20' 40• I I I I I I I I I I I AOL I I I I I PLANNING --- ASSOCIATES __ LA N D PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S 8 A D, C A. 9 2 0 0 B (7 60)) 29 -86 l7 FAX(760)729-8324 DATE: 10/29/04 08/30/05 JOB NO: 20327 SCALE: 1" = 20' DRAWN BY: D.D.,W.M., C.E. .• e-2" 24.~,. I.~~/ / .,,,.,,,. LOT5 ..... ..... N.T.S . KEYMAP NOTE: 1. PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING, VALVE BOXES, BACKFLOW PREVENTERS, ECT., SHALL BE LOCATED 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 SHEET #18,19. 3. FOR IRRIGATION LEGEND AND NOTES SEE SHEET #20,21. 4. FOR IRRIGATION CA LC ULA TIONS, SEE SHEET 1/22. 5. FOR IRRIGATION SPECIFICATIONS, SEE SHEETS 623,24. 6. FOR BOOSTER PUMP INFORMATION, SEE SHEET /122. 7. ALL SPRAY HEADS THAT ARE LOCATED ADJACENT TO THE SIDEWALK OR THE 0.G. PA TH SHALL BE POP- UP. ALL OTHER SPRAY-HEADS SHALL BE ON A RISER "AS-BUILT ~~'1·'7 REVIEWED BY: h..J-( b::-ei ~ :ft:: INSPECTOR " /d·(d·Ol DATE k,-~-dl DATE ~ CITY OF CARLSBAD ~ 1----1---l----~------------+--+---+--t---f L.!lJ PLANNING DEPARTMENT Lill ~==-==================='--'==~ DATE INITIAL DATE DATE ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL LANDSCAPE IRRIGATION PLAN FOR: FOX-MILLER PROPERTY PLANNIN DWl'-I BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. C.T. 00-20 CMWD XX DRAWING NO. 4186l -i:S !~~ ....: ~ a; r---- 8: cc ~ -~ ----~ ~ ~ ~ --C::: .-• -:J "' v 0 0 N ' ro N ' 0 - "' 3 "O <D -I ...J / "' 0 '.;:, " N .,., 0 N / "' 1-u w , 0 °' Cl. / "' ([) BLOCKED TRUE UNION BALL VALVE {2) VALVE BOX -SEE IRRIGATION SPECS. Q} FINISH GRADE @) SLIP END CONNECTORS SUPPLIED WITH VALVE Cg) PVC MAINLINE-SEE IRRIGATION ® SPECS. FOR PIPE DEPTH PEA GRAVEL, 2" DEPTH (J) 4" WIDE BRICK SUPPORT, ONE PLACED AT EACH CORNER @i--=6::..:.A_:.L=L=-V~A~L:...:.V-=E=--_______ ___;.:.:N·c..:..:T.S:;.._. _ BALL VALVE :I! ::, :::; z :::; 0 '2) (i) © ® ® @1----1 ® a· Ml . ® REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTIER WYE STRAINER BRASS RISER OR NIPPLE FINISH GRADE PVC SCH 80 COUPLING (SXT) FROM WATER SOURCE Qi) G) (i) PVC PRESSURE SUPPLY LINE, SEE SPECIFICATIONS © BRASS ELBOW {TWO REQUIRED) @) BRASS UNION ® BALL VALVE Q) THRUST BLOCK {TWO REQUIRED) (D 4" THICK CONCRETE PAD (2000 PSI) Q) PRESSURE REGULATOR (l} INSTALL PER C.M.W.D. STD. DWG. f/W-20 @~6:;.._A_C_K_:.F_:L;_O_c;_~_F_R...;__E_V_E_N_T_E_R ___ __c;N_.T.S. BFPCONC-PREG a• Ml \ :;_. ~·~-.. -~¥. ..,.,. •. f ;:·!.:_t· •• I n1-ffi--'rn 1 ~~wnM ---'ffi=m 11---- ------<6 ([) HYDROSAFE ENCLOSURE, (SEE PLAN FOR SPECS) @ WITH A CERTIFICATIE OF COMPLIANCE ISSUED BY @ FlNISH GRADE 11 OV. 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. MANUFACTURER ENCLOSURE SHALL BE STENCILED WITH: "CITY OF CARLSBAD MEDIAN IRRIGATION" (J) IN 2" HIGH WHITIE LETTERS ON STREET SIDE OF STAINLIESS STIEEL E~'CLOSURE. {2) PEDESTAL MOUNT AUTOMATIC CONTROLLER, SEE LEGEND @ 1 /2" X 54" COPPER GROUNDING ROD, CONNECT TO 11 av. OUTLET PER MANUFACTURERS RECOMMENDATION. Q} ON/OFF DISCONNECT SWITH W/ 110V. GROUNDED oun.ET '4' MOUNTING FLANGE W/ BOLTS TO BE SET IN 6" ~ MIN. THICK 2000 PSI CONCRETE PAD @ CONTROLLER UNIT CONT-UNT2 ([) FINISH GRADE - 1 OX PIPE DIA. MIN. UPSTREAM {2) RECTANGULAR VALVE BOX Q} a• DIA. CL 160 PVC SLEEVE BOTTOM TO BE FLARED AND CONTACT TOP OF PRESSURE SUPPLY LINE ® ~biwMibi1°~~~ITt~RA~i ~r1rs ® c1'kr&B1Wt!}~f COUPLER @ FLO~ SENSOR FLO-SNSR 4 @ INSTALL AUTOMATIC RAIN SHUTOFF AS PART OF CONTROLLER ASSEMBLY AND PER MANUFACTURERS RECOMMENDATIONS. @ PVC PRESSURE SUPPLY LINE (j) 3/4" ELECTRICAL CONDUIT @ BELDEN 1/9883 CABLE FROM SENSOR LIEADS TO DA TA DECODER, REFER TO PLANS FOR LOCATION 3/4" CRUSHED ROCK SUMP @) {ONE CUBIC FOOT) @) CONDUIT BUSHING N.T.S. N.T.S. G) 3/4" LATIERAL (2} 3/4" QUICK COUPLER (3) LINE SIZE BALL VALVE .----'---r.-•,tH---m J------++---{3 ~--+-+---G) @) MAINLINE (SEE IRRIGATION PLAN FOR SIZE) @ SUBSURFACE LOCKABLE BOX ©CROSS CONNECTION TEST STATION Ccts 3" TYP. 4" ([) FlNISH GRADE @ [:LIP X MIPT PVC ADAPTOR (2) RECTANGULAR VALVE BOX ® 2 REQUIRED) PVC PRESSURE SUPPLY LINE (3) a• DIA. CL. 160 PVC SLEEVE (J) ~c5r4" CRUSHED R~CK SUMP BOTTOM TO BE FLARED AND CONTACT NE CUBIC FOOT TOP OF PRESSURE SUPPLY LINE @ © BALL VAL VE WITH ROUND HANDLE UNION ® ISOLATION VALVE N.T.S. ISO-VLV N.T.S. "AS-BUILT " i---------------------------1 ----EXP. DATE f---------~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C CARLSBAD, CA. 92008 REVIEWED BY: INSPECTOR DATE 1--------1----+--------+--1---+---+-----l ~8 CITY OF CARLSBAD ~1 ~UlU===-====P=LAN=N=IN=G=D=E=P=ARTM==EN=T==='---'=LJl_J==::; LANDSCAPE IRRIGATION DETAILS FOR: FOX-MILLER PROPERTY CMWD XX (7&0)729-8637 FAX:(760)729-8324 ~ DATE: 10/29/04 ..-i::,IC/ld-~c-°"""---,-=------//,9~ ~~~ ;;/ JOB NO: 20327 ASSISTANT PLANNINCl DIRECl'OR DATE OWN BY: ___ PROJECT NO. DRAWING NO. SCALE: N.T.S. DATE INlllM. MTE INIIIAL DATE INITIAL CHKD BY: --C T 00 20 (0 = REVISION DESCRIPTION RVWD BY -4186L L ____________________________________________________________________ :::::'F:lll'::'-:::::_ __ _;aRA~wN~BY~,;;;;;;;~D~.o; .. ;w;;;.M:.,;c;.E;;.;;;;;;;;;;;;;;;_,!:;:ENG:IN:EER=::oF:wo::;RK::;;;;;;;;;;;;;;;;;;;;;;;;;;;;;===========~OlliER:;::Jll'::PROVAL:;:;::::::c:11Y:::N':PROY.11.::;:::!::::::::::::::=::::::'::'::::::=::=::::::;:;:~; ' I I' • :!' Q_ "' ... <D a, 3 ,:, " I :::, / "' 0 0 / " N ,,, 0 N / ,n 1- 0 '" , 0 (l'. fl_ / rii [) RECTANGULAR PLASTIC VALVE BOX WITH LOCKING BOLT LID {Z) ELECTIRIC REMOTE CONTIROL VALVE Cl FINISH GRADE (J) 3/4" CRUSHED ROCK SUMP @ SCH. 80 NIPPLE (TYP) @ 4" WIDE BRICK SUPPORT, ONE PLACED AT EACH CORNER NOTE: VALVE SHAL HAVE A MINIMUM OF 4" @ PRESSURE SUPPLY LINE @ SCH 80 UNION @ PVC SCH. 40 45 DEGREE FITTING, FOUR ( 4) REQUIRED Bb~Af t~Cf, Fi1~~MuT/1E cefIJ2~c~F Firu~ ~~k "Iicl3~iM OF VALVE AND TOP OF GRAVEL SUMP. @) MASTER VALVE MCV1 CURB APPROX. 8 SIDEWALK 24" POTABLE SERVICE LINE 1D' MINIMUM TO POTABLE MAIN LINE 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. @ POTABLE SERVICE LINE CROSSING N.T.S. LINE-X 0 GEAR DRIVEN ROTOR @ 314" X 2' SCH. 80 NIPPLE @ FINISH GRADE @ MIP X FIP STREET ELL (2 REQUIRED) @ LATERAL LINE PIPE {z) 12" SCH. 80 NIPPLE © TEE IN LATERAL LINE PIPE @ MIP X FIP STREET ELL (8) POP-UP ROTOR NTS PU-RTR1 N.T.S. PULL BOX CONDUIT WIRE RUN UNMORTARED BRICK FOUNDATION FINISH GRADE CONTROL WIRES BEDDING MATERIAL _/ f" Mlt (D POP-UP SPRAY HEAD @ 1/2" X 8" SCH. 80 PVC NIPPLE ~ FINISH GRADE @ 1/2" MIP X FIP 90 ELL (2 REQUIRED) (j) TEE IN LATERAL LINE PIPE ([J PVC SCH.40 STIREET ELL @) 1 /2" X 2" SCH. 80 PVC NIPPLE NOTE: PROVIDE MANUFACTURER INSTALLED ANTI DRAIN VALVE. @ POP-UP SPRAY HEAD N.T.S. PU-SH1 NOTES: • INSTALL PULL BOXES AS SHOWN ON PlANS • AT JUNCTIONS WHERE RUNS COMBINE, SPLICE COMMON GROUND IN PULL BOX _;---18"+ PLAN VIEW • PULL BOX COVER SHAU. BE PERMANENTLY MARKED 'ELECTRIC' LOCKABLE TOP (9-1/2"X16") ELEVATION • CONDUCTORS FOR EACH CONTROLLER CLOCK SHALL BE HARNESSED SEPERATELY AND AT SUFFICIENT INTERVALS TO MAINTAIN A DEFINITE BUNDLE. ' ALL SPLICES SHALL BE MADE WITH A PROPERLY SET MECHANICAL SPLICE CONNECTOR, ENTIRELY ENCLOSED IN SELF- CURING RESIN AND SHALL BE COMPLETELY WATERPROOF • ALL SPARE WIRE ENDS SHALL BE INSULATED IN THE SAME MANNER AS WIRE SPLICES ' IF SPECIFIED, ALL SPLICES SHALL BE SOLDERED WITH METALLIC 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 1 z ::. ~ ~ I. z :i !o 0 GEAR DRIVEN SHRUB ROTOR @ 'Vll' #ST9 SPRINKlER TIE © FINISH GRADE 0 2-PVC SCH. 40 ELLS er X n & t:i\ LATERAL LINE PIPE ONE PVC SCH. 00 THREADED ~ NIPPLE 0 TEE IN LATERAL LINE PIPE @ PVC SCH. 80 (GREY) RISER @ CHECK VAf.VE, REFER @ #4 REBAR SPRINKLER STABLIZER. TO SPECIFICATIONS. NOTE: SHRUB HEAD ON RISER NOT PERMITTED WITHIN 1(1 OFWAIJ<:NAY (I) ROTOR ON RISER N.T.S. SR-RISEltl STREET SURFACE ----- J.5 FEET POTABLE MAIN LINE (SEE IMPROVEMENT DRAWINGS) 12" MINIMUM REQUIRED VERTICAL SEPARATION SLEEV•o,---. RECYCLED WATER IRRIGATION MAIN LINE ALL 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 CONSTIRUCTION OF RECLAIMED WATER MAINS" OCTOBER 1993 @ PULL BOX (LMDAREAS) N.T.S. CD POTABLE MAIN LINE CROSSING N.T.S. PULL BOX ADL PLANNING --- ASSOCIATES __ L.AND PL.ANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C CARLSBAD, CA. 92D08 (7&0)729-BIH FAX:(71D)721-8324 LINE-X APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. "AS-BUILT EXP. RE.VIEWED BY: INSPECTOR " DATE DATE 1-----1---+--------+----+---+--+--1 ~g CITY OF CARISBAD fsHITisl1 :::~==::'..'.::==::::P:::::LAN:::::::N:::l:::::NG=:::::D::E:::PAR:::::::TM:::::ENT=::::==~Lill=::::::::~ LANDSCAPE IRRIGATION DETAILS FOR: FOX-MILLER PROPERTY CMWD XX DATE: 10/29/04 ""---------/1--9--0S- JOB NO: 20327 ASSISTANT PLANNING DIRECTOR MlE n•IE ,-•• DWN BY: ---PROJECT NO. DRAWING NO. SCALE: N.T.S. -~·-MTE INl1W. MTE INITIAL CHKD BY: ---O ~ w a. 0 a: a. a: ~ .J -::E ~ LL DRAWN BY: D.D.,W.M., C.E. ENOIIEER OF WOAK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL RVWD BY: C. T. 00-2 4186L ~ L_ ______________________ :::::=::::_~~~~~============================:::::=.i..'.i I I I ~ 00 I 6' ,-.... I _J / "' 0 u / " N n (_) N / U1 >--- 0 w -, 0 Q'. [\_ / <ii (D 10• ROUND VALVE BOX WITH PURPLE LID (Z} FINISH GRADE @ PVC SCH 4D ELL OR TEE (J) PVC SCH. 80 NIPPLE @ QUICK COUPLING VALVE @ PRESSURE SUPPLY LINE @ .3/4• CRUSHED ROCK SUMP (ONE CUBIC FOOT) @ PVC SCH. 80 NIPPLE @ 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. @ .36' MIN. LENGHT (14 REBAR STABILIZER ATTACH WITH TWO STAINLESS STEEL BANDS @QUICK COUPLING VALVE N.T.S. QCV . .. • <I . .. . : A ,lilll;;;;I~·_:::.<-··~>-~->--:~·~·-•.:.:· •. ·• ._. . . :-. -<~.:-·~-. >;:: . .. ' .. -· -,,', ._. ... ,. -; < ., . . . -,· 2" MIN (1) PAVING ~ BACKFILL (SEE SPECIFICATIONS) (2) LATERAL LINE (IN SLEEVE) Q) PRESSURE SUPPLY LINE (IN SLEEVE) @) CONTROL WIRES (IN SLEEVE) ~ RECYCLED WATER WARNING TAPE (SEE SPECIFICATIONS) (/) .30" COVER UNDER VEHICLE PAVING WITH SCHEDULE 80 SLEEVE, 18" COVER UNDER PEDESTRIAN PAVING WITH SCHEDULE 40 SLEEVES. *ALL SLEEVES TO BE TWICE DIAMETER OF PIPE (PER SPECIFICATIONS) ® TRENCHING / SLEEVING TRNCH-HS (j) RECTANGULAR PLASTIC VALVE BOX W/ LOCKING BOLT LID, PURPLE IN COLOR FOR RECLAIMED WATER (Z} ELECTRIC REMOTE CONTROL VALVE @ FINISH GRADE @ PVC LATERAL LINE PIPE @ PVC )SCH. 40 90 DEGREE ELL (SXT (ID .3/4" CRUSHED ROCK SUMP { ONE CUBIC FOOT) (J) PRESSURE SUPPLY LINE @ SCH. 80 UNION @ SCH. 80 PVC MALE ADAPTER €) SCH. 80 NIPPLE (TYP) N.T.S. N.T.S. '1' CONOIIETETHl'IUST !LOCK, Rl:FEA \.!) TO SPEC1FICATIONS FOR SIZING ® GASkET FlTTlNG @ PVC BELL AEDUCEf'I © UNDISTURBED SOIL @ CONC. THRUST BLOCKS CONC-lB 9 (D SHAUB SPRAY ON Rl8EFI (i) 12"MAX1WM @ SCH. 80 FIISER @ FINISH IJRADE @ 2 PVC SCH. 40 B.L8 ® 1'Z'MINIMUM (TX T) & 2" PVC SCH 80 (Aa=EA TO SPECIFICATION) TI-flEADED NIPPt.E ® BUILDING, HARDSCAPE, © PVC SCH 80 HIPPlE CONCRETE SIDE WALK ® PVC SCH. '40 STN:ET Ell. © 12"Ml~MUM @ PVC l.A'lcRALUNE """" PflOVIDE ANTI DM1N VALVE IN l.flE. STAKEAl..lFHS~OVER 12"TALL @ SPRAY HEAD ON RISER SS-RISER1 N.T.S. N.T.S. IRRIGATION NOTES AU. IRRIGATION SYSTEM COMPONENTS SHALL BE INSTALLED AS PER LOCAL CODE. CONTRACTORS SHALL SECURE ALL NECESSARY PERMITS. CHECK AND VERIFY ALL SITE CONDITIONS, UTILITIES AND SERVICES PRIOR TO TRENCHING. IF DURING CONSTRUCTION IT IS FOUND THAT THE SITE VARIES FROM THE DRAWINGS, NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING WITH THE WORK. WHERE TREES, LIGHT STANDARDS, ETC. ARE AN OBSTRUCTION TO SPRAYS, THEN PIPING AND SPRINKLER HEADS SHALL BE AD.l.lSTED 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 FLUSH AU. 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 OVIER SPRAY ON WALKS, ROADS, BUILDINGS, ETC. WHERE POSSIBLE, ALL PIPING, PVC ELECTRICAL SLEEVES, ETC., UNDER PAVING SHALL BE INSTALLED PRIOR TO PAVING WORK. NO TEES, ELL$, OR OTHER TURNS IN PIPING SHAU. BE LOCATED UNDER PAVING. COORDINATE IRRIGATION WORK WITH PLANTING PLANS TO A VOID CONFLICTING LOCATIONS BETV\1::EN PIPING AND PLANT PllS. ALL QUICK COUPLERS ARE TO BE LOCATED IN SHRUB AREAS WHENEVER POSSIBLE AND PLACED SIX (6) INCHES FROM OUTSIDE HEADER. IF A QUICK COUPLER IS LOCATED IN A LAWN AREA IT MUST BE PLACED IN A SIX (6) INCH ROUND PLASTIC VALVE BOX. ALL HEADS, WHEN LOCATED ADJACENT TO CURBS, HEADERS, SIDEWALKS, WALLS, BUILDING, ETC., ARE TO BE A MIN. OF TWO (2) INCHES TO A MAX. OF FOUR (4) INCHES AWAY FROM THE STRUCTURES. ALL CONlROL WIRE SLEEVES UNDER VEHICULAR PAVING SHALL BE SCHEDULE 80, WITH 30" MINIMUM COVER. ALL CONlROL WIRE SLEEVES UNDER PEDESlRIAN PAVING SHALL BE SCHEDULE 40, WITH 1B" MIN. COVER. PRIOR TO START OF GRADING, THE APPLICANT OR APPUCANfS AGENT SHAf..L OBTAIN CITY OF CARLSBAD APPROVAL OF A CONSlRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING 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 WI-IEN EACH AREA IS BROUGHT TO GRADE AS SHOWIII ON THE APPROVED GRADING PLANS. LANDSCAPE IRRIGATION SHALL BE APPLIED AT A RATE NOT EXCEEDING THE INFlLlRATION RATE OF THE SOIL (MINIMIZING EROSION AND WATER WASTE) BUT SUFFICIENTLY TO ALLOW FOR HEAL THY PLANT GROWTH. INSTALL POP-UP SPRINKLER HEADS WITHIN 10 FEET OF ALL PEDESlRIAN USES. INSTALL CHECK VALVES AS NEEDED TO PREVENT LOW HEAD DRAINAGE SPECIAL CONSIDERATION SHALL BE GIVEN TO WATER AND ELEClRICAL SERVICES. IRRIGATION AND PLANTING SHALL TAKE PLACE AS IMPROVEMENTS PROGRESS. IRRIGATION DESIGN IS BASED UPON A MINIMUM OPERATING PRESSURE OF 35 PSI WITH A MAXIMUM DEMAND OF 49 GPM AT THE POINT OF CONNECTION. AVAILABLE CITY STATIC WATER PRESSURE IS: 3:::.,5<....e..P,:.::,S::,:,l.'-------- WATER COMPANY: CARLSBAD MUNICIPAL WATER DISTRICT PHONE NUMBER : (760) 4.38-3367 Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG "AS-BUILT " 1--------------------------1 ____ EXP. 1----------1 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. REVIEWED BY: INSPECTOR DATE DATE ADL PLANNING --- ASSOCIATES __ _. 1----+--1---------+--1---+----4-----l [sHmlQ CITY OF CARLSBAD fsHE_EiS11 ;::UQ_j===--'===::::P:::LA:::N:::N::IN:::G:::::D::::E::::PA:::::RT=:=M::EN:::::T===:..=LJlj=::::::::::=! LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET. SUITE C C A R L S B A D, C A. 9 2 0 0 6 (710)729-1637 FAX,(780)729-8324 LANDSCAPE IRRIGATION DETAILS &: NOTES FOR: FOX-MIILER PROPERTY CMWD XX ~ DATE: 10/29/04 /1-9-QS" DA1E -i ,.,., JOB NO: 20327 OWN BY: ___ PROJECT NO. DRAWING NO. ~ w a.. 0 a: a.. a: ~ ....J ~ ~ LL @ REMOTE CONTROL VAL VE RCV SCALE: N.T.S. DA1E INnw. DA1E INITIAL DA1E ltl!W. CHKD BY: __ L _________________________________________________________________ .::::':F:::::: ___ ~o:~:w~N;BY;:=~D:.D:.,~w~.M;.,;;;c~.F_;;. ==;..!::EN:Gl:N:EER=Df'=wOR=K====R=EV=IS:IO:N=D=E=S=C=Rl:PTl=O=N===~=Oll-lER=="'=PROll=,11,==CIIY=APPROll==,11,~=RVW==D=BY=:=====C=.T=,=Q=Q=-=2=Q===4=1=8=6=L=:!J~ ..J I I ::, Q_ rD N OCl I :::; / "' 0 u / " N n 0 N / U) l-o w .., 0 °' 0.. / cii IRRIGATION HEAD LEGEND IRRIGATION EQUIPMENT LEGEND SYMeOI.. DESCPt.ll"TION MAN.IF AC TIJl".E:IVMODEI.. A~ 1"51 "-AD. DISCHA"61: Sl"ACIN6 DETAIL. SYMeOI.. DESCRIPTION MANUFAGTU"'-efil. @ NOZZLE O.!lO MINI-IOOTO"-~ HUN~• I 1"6M-SEIO.IE!! VAl'.IE5 !lO 1i· O.!!e 151-11' M/Ll-li IBJ """°"'°""° """I ER Mia I ER -/l'El'l C,IVIL D1'tAl'IIN65J @ NOZZL!!! O."T!l MINI-ICOTOt'. ~ ~• I NM-5!!!1't19 v ... 1".le !IO I&' OM l!l1-lti1 MILi-ii [G] ~n>MATI' ~LLl!!III. -eeE PLAN rOR SIZE RAINMA5TE!O. © VA!0.1!!!5 !lO :W' e IU!CUC.f':J:2 fll'IIUI!~ BAGl<FLOW ~ HITH i,,'\LL VALYeS • NOZZLE 1.00 MINl--!O.OTOlt H!!!AD l-LINTl!!!III.• / NM~le!o 1.10 1!5'-20' M/Li-11 Vl90.11C.AL FLOl"I INNERTIC.AL FLO~ OUT C.ONFIISUl'<ATION. ...... i-rs @ NOZZL!!! l.!IO MINI--IO.OTOt'. ~ ~• I NM-5!!!1'tl!!!& VAltll!S !lO :25' 1.10 ICf'-2'' Mil.Hi ® PRESSURE [itE5LJLA TQB. ~ITH A 5T ANDAflD 5FRIH6 RAN61! OF 25 -"T!l F.ll. ~ILJ<::l!Ne ® NOZZLI! 2.00 MINI-IO.OTO!O. H!!!AD HUNTEIO. • I l"<fM-sEl'JE!I VAIO.IE!! !lO :ZT 2.!IO 21·-:zi· MILi-i"! ® i:,j ~~1;12 ffttJe UNl01 ~I I ':aJLVF!. LINI!! Size, IN VALVE!! l':!IOX, KIN<S MO&. INP. @ NOZZLE 9.00 lltOTOt'. H!!!AD HMffl'O.• I NM..-iE!! VAIO.IE!! !lO !JO' !!1.40 :2!!'-SO' MIi.i-ii ® QUI'!!; GOI.Jlll'l...11!111. VAL'.iJ:, IN, TYi"'. N1TH Loe.KINS fl'URPL.e c.oveR. Na50N B HN'>IJZ YL',LYJ!: (No!O.MALLY OPENED}. ~ITH l:f'OX'f-C.OATED PIJIO.l"LI! 51.J1"E!0.101' C.OVEl't. SEE PLAN FOIO. !!IIZI!, INSTAl.l.ED IN VALVE eox. S'!'MeOL DESCfil.lFTION MAN.JFAC T1J"1;:"1MODEL A~ PSI AAD. Dl~~i:t6E Sl"ACIN<S, DETAIL (%) PRESSl!l!I; r,tl;%tkl.ATI~ Cl ~JEI~ l!J:MQll: c.oN1'tOL ~ INSTAL.LED IN VALVI! eox. RAIN!lll!O.D CD PCS SE:1'.11!:!H:'.)I HM~• I NOZZLE! •1 l'tOTOfl!. IHeA,C)H VAIO.IE!! !IO 2~• o.i 22'-:2tll!' MIi.i-ii •EvXG:' FP riADZ f'lJRP'l-C l...ATJ:PlAL LINE• l"Ac.ll"IC. l'LASTIC.S SEE 5f'Ec.lFIC.ATINS FOR Pll"I! Dl!l"TH. ® N-SERle!\-0:Z Hl.tlTt!l't* I NOZZL!!! 02 lltOTOt'. H!!!ADH VAl'tlE!! !IO !IO' o.~ 2''--!\01 M/Li-11 ~CC,~l.ft2 ~ I ER fllUIIUl'LE ~IJ!tL.ltl:1 ---Sl!E Sl'EG.IFIC.ATIONS FOR PIPE DEPTH. l"Ac.ll"IC. l"LASTIC.5 ® 1"6-!!l!!!ltl!!!!!I--Ol!I HUNT?:l't* / NOZZLE 09 ltOTOl'l H!!!ADn VAl'tlE!!I !IO 91' 1.2 2-4'"'91' M/1.1-11 -----l't!!!C,YC,L!!!D ""'Teo. SLI:EVE, SEE 51"EC.IFIC.Al10N5 FOIO. PIPE DEPTH. PAc.lFIC. PLASTIC.!!> @) N--!!IEl'tlES-0<! IU<Teo.• I NOZZLE 0-+ l'tOTOt'. H!!!AD VAl'l.11!5 !!IO "4' I.& 26'-9,4' M/Li-11 E--!!ND C.AI" -50L VE!NT ~ C-Al"l"!!!D !!ND l"Olt FVTVl'IE! U!!I!!!. . ® N--!!l!!!l'tll!&-O!I IUITE!O.* I NOZZLE O!!l ltOTOl'l HEAD VAl'tlE!!I !!IO 96' 2.0 2 .. ·-ee· M/Li-11 ~ P'llL.L eox @ 1"6--5!!1'tl~ -~• I NOZZL!!! 06 ltOTOl'l Hl!AD VAl'tlE!!I !IO 40' 2.i ,0'-40' M/L1-1, c.ONmot.. ~IIO.I! IO.OIITI!: (j) N..-1!!!5-0"t HI.ti~• I NOZZLI! 0, l'tOTOt'. H!!!AD VAl'.IE!!I !lO -'12' 9.-'I !12'---'12' M/Li-11 "''°~-l"OIHT OF C,ONN!!!C,TION ® fl'6 :!ettl~ HUN-reo.* I NOZZLE 06 lltOTOt'. Hl!AD VAl'.IE!! !IO -4&' -'1.2 99"-49' MILi-ii [TI C,l'l.099 c.oNNl!C,TION Tl!!lT STATION @ N-51!1'tl E!l--0'! HLtll1!!"-• I NOZZL!!! ~ l'tOTOl't HEAD VAl'.IE9 !!IO -46' 11.!I !'!I'-➔&' MILi-ii ® l"LOl't !leN50II. t:>ATA l~Tl'tlAL © 1"&-5!!!1'tl!!5-IO Hlfflek• / NOZZLE 110 ltOTOl'l fl!AD VAl'l.1!!5 !IO -4&' 6.& eb'-4b' M/Li-11 ~ l!!OO!!ITE!O. P'VMI" ll'tl'.leo!!IT @ N--5!!1't1!!!5-II HJNTelll• / NOZZLE Oil l'tOTOl't Hl!AD VAl'llE!! !!IO -la' 6.'I 96'-4&' MIi.Hi @ N-51!1't1E!!-12 IUIT!!!l't• / NOZZLE 112 l'I.OTOl't Hl!AD VAI0.1!!5 !!IO -la' 12.2 36'-4&' MILi-ii • THI!! NOT!! Al'PLl!!!!I TO ALL ltOTOl'l H1!AD!!1 0NL Y. TH!! e.oNTl'lAC-TOt'. SHALL INSTAL.L !!!60 Dwkl% , ,X!!!D Altc.5 -l"O!!l51BL!!!. ALL OTHER Al'I.C,5 !!HALL Ill! MAD!! AD.l/!!ITABLE. C,ONTl'tAC,TOt'. SHALL c>eTERMINE EXAc.T Al'tC, IN TH!! F'll!U>. H HJNTelll N--5!!!1't1E!! NOZZLE9 I, 2, • 9 rflL.L l'l!!!GIUIIO.I! TH!! V9E OI" TH!! l'INE M!:!IH (l"lHITe) FILTER 5G.l'tEE!N, l"!!!l't MANJl"Ac.TIJll!El'E'S !!IPEC,IFIC.ATIONS. MANJl"Ac.'TIJl't!!!l't'!l !9"l"L.Ul!NT (l'Ul'tl"L!!!) c.oYEl't5 !IHAL.L Ill! IN5TALLl!r:> ON AL.L HEADS Sl"EC,IFIED TO BE !!IERVIC.19:> BY F<Ec.YC.LED ~TER. 5'!'MeOL DE:SCl'tll"TION MANUFACT1Jfil.E1'/MODE:L A~ l"SI "-AD. Dl~~f"E SI" AC I N<S, DETAIL ~ ~Y-12"~\.P l'tAINBll'tD 1&12--!!IAM--l"lt9-l!II' !!60' 90 1!!1' !l.10 i!!I' HILi-ii ~ _,.. -12' l"OI" IJI" l'tAIN!lll'tD 1612--5AM--l"l't5-1!,H 160' 90 1!!1' IM l!l' HILl-11 ~ _,.. -12" l"OI" IJI" l'tAlNelttO 1612-!lAH--l"l't5-l!!IGl' '10" !IO l!!I' -~ l!!I' H/1.1-li ~ !!ll"RA Y • 12' l"OI" IJI" l'tAIN!lll'tD 1612--5AM--l"l't5-l!!IVAN VAl'tlE!I 90 l!!I' VA!O.IE!I 1!!1' HILi-ti ~ ~.,.. -12" l"Ofll tJPII RAINl!llttO 1612--sAM--l"l't!l-121" 960' 90 12' 2.6 l:Z' H/1.Hi @l _,.. -12" l"OI" IJI" l'tAIHl!lll'tD 1612-!!IAM-1"1'1.5-l:ZH 160" 90 12' 1.90 l:Z' H/1.1-r! ~ _,.. • 12" l"OI" IJI" l'tAINell'tD 1612-!!IAM-l"l'l.5-12GI '10' 90 12 .6!!I 12 H/1.Hi ~ _,.. -12" l"OI" UI" l'tAlt-ell'tD 1612-!!IAM-P!0.!!1-12V AH VAl'tlE!! !IO 12' VAI0.1!!!5 12' H/1.1-11 ~ !!Pl'tAY -12" l"OI" IJI" RAllol!lll'tD 1612-SAM--l"I0.5-IOI" !!!60" !IO 10' l.!16 10' H/1.1-11 ~ 51"1'1.AT -12' POI" iJI" l'tAIN!!!IIO.D 1612-SAM--l"I0.5-IOH 160' !IO 10' -~ 10' H/1.Hi ~ !lPl'tAY -12' l"OI" UI" RAIN!lll'tD 1612--sAM--l"l't!!I-IOGI ~o· !IO 10' .e-t 10' HILi-i'! ~ 5f"flt.Ai"I"' -12" POP UP l'tAINBll'tD 161:Z-!!IAM--l"IOS--IOVAN VAl'tlE!I !IO 10' VARIES 10' H/1.Hi ~ _,.. -12" l"OI" UI" l'tAINBll'tD 1612--!!IAM--l"IO.!l--6I' 960" !IO &' 1.0!!I &' H/Ll-11 §] !!ll"RA Y -12' l"OI" iJI" l'tAINBll'tD 1612-!!IAM-t"l't!!l-&H 160" 90 &' .92 6' HILH1 ~ efltllAY -12" ..a.. UP' l'tAIN!lll'tD 161:Z--!!IAM--l"l't5-6GI '10' !IO 6' .26 6' HILi-ii ~ _,, • 12' l"OI" !JI" l'tAIN!lll'tD 1612-!!IAM--l"l't!l--bVAN VAl'tlE!!I !IO 6' VAl'tlE!!I 6' H/Li-11 ~ !!li"RAT -12' l"OI" IP l'tAINl!lll'tD 1612-!!IAH--l"l't!l-e>VAN VAI0.11=5 !IO 6' VAl'tlES 6' HILl-11 [iBJ _,, • 12" l"OI" UI" AAIN!lll'tD 1612--sAM--l"l't!l-!!H 160' 90 ,, = !!I' HILi-ii ~ _,.. -12" l"OI" UI" l'tAINBll'tD 1612--sAM-l"I0.5-!5G! '10' 90 !!I' .10 !!I' H/1.1-11 lg !lTl'tll" !lPl'tAY -12' POP UI" l'tAIN!lll'tD I !112--sAH--l"l't5-1!5E!IT 4' X90' 90 4' X !SO' .61 15' HILi-ii § STI0.11" 91""-AY -12' l"OI" iJI" l'tAINBll'tD 1612--5AH--l"l't5-1!5!l!IT 4' X 15' !IO -4' X 15' 1.21 1!5' H/Ll-11 AOL IL PLANNING ALL !!ll"RAY Hl!AD!!I ADJAc.!!!NT TO !!IC>!!!J'IALK Ot'. D& l"ATH !!HALL l!l!!! OI' A l"Ol"-IJI" VAIO.l!!!TY. ALL VAL VE CALLOUT 5YMEIOL5 II& OTHEfil. SPFtAY HEADS SHALL BE ON A RISER SEE EIELOl't FOl't !IPEG.IFIC. HEAD 'TYPE5. ASSOCIATES INDlc.ATl!!l !IHl'tlJS H!!!AD ON l'tl!!l!!!l't VAL VE NUMEIE:PI. I LA N D p L A N N I N G -FOIO. HUNTEl't 1"6 9EltlE5 HEADS U!!II! l"!t!I-APY Qlt l"!t!l--96Y !IHl'tlJS Hl!AD l'IITH C.H!!!c.K VALV!!!. -FOF< HUNTER NM 5El'.IES HEADS U5E 1'@1-QQ-A-Y QR NH-QQ-E-Y 5HIO.UB HEAO Y>IITH C.H!!!c.K VALVI!. .· .-5 LANDSCAPE ARCHITECTURE -FOIO. RAIN!lll!O.D 1&00 5Eto.lE$ HEADS U5E lf>OQ-FG5 5HRiJl3 HEADS ON Rl5El'l.5 ~ITH -CONTROLLER 2979 STATE STREET, SUITE C C.OMPENSATIN6 SC.REEN!! SIZED PEl't MANLIF'Ac..,,._'S REC.OMMENDATIONS TO AC.HIEVE C.ATAl.06 !;:,3.4 ~~DSC;i,o CARLS BA D, CA. e 2 a o s PERFORMANc.E AT 60 l".S.I. AND RADll/5 RED\IC,TION. tj> ~O· cAws~ / 2"_ /5(,!1/J.L ~ (180)729-8637 FAX:(110)729-8324 INDIC.ATl!!l 12' l"Ol"--UI" Hl!At:> IN !IHl'tUe AIO.EA5 VALVE DISCHA~E ~" ~o -FOlt HUNTER l"6 SERIES HEADS U5E f'6H-Al2Y QI'! l"\!H:f-!!l6V Hl6H-l"OI" l'IITH c.HEc.K VAL VI!. \ ~~~ DATE: 10/29/04 -FOl't HUNTER l'G,H 5Eto.lES HEADS U5E PGM-12-A-V 08 P6H-12-f-Y POP-UP ~ITH C,Hl!C,K VAL VI!. < A• - (GPM) if-""' -t -FOlt RAINBIF<D 1600 SERIES HEA05 U5E ll'QQ-SAH-f'F§ PRESSURE REGULATING SEAL-A-MATIC. l"Ol"-Vl'5 ~ITH VALVE SIZE !iJ 310' f!J JOB NO: 20327 ~ a>Mf'EN5ATIN6 SC.REEN$ /PC.SJ SIZED PER MANI.IFAc.lVRER'S 5f'Ec.lFIC.ATION5 FOR RADll/5 'ii,* . *'i l<!!DIJC,TION. SCALE: NIA DI.TE INr!W. O!L/F~~ DRAWN BY: D.D.,W.M., C.E. ENGINEER Of' WORK I, (RECYCLED) MODEL. NUM!lefil. DETAIL / SHT. II NIA l"ME--!\ENTAPt.-!!el'tlE!I e/L.1-16 UOO'IAGT--5!!1'tlE!! D/Li-16 500--5!!1'tlE!! A/1.1-16 l!l"IV-V-5!!!1't19 A/1.1-16 "1649 N/1.1-11 Sloo-&Ekle!\ &/LI-I& l"E!!B--l"I0.5-l!l-!!!EltlE9 0/1.1-16 l"VC, C.LAS!!I 200 l"/Ll-16 l"VC. C.LAS5 !!11!!1 /2' • &l'tl!ATE!<) sc.H. 40 /1-1/2' • ~ l"/1.1-16 f'VC, 5c.H!!!!:>t.11..E 40 AND 60 P/Ll-16 NIA NIA NIA NIA C,/Li--6 I"!!! !!ll!Rl!!5. =tu-16 eAl'tl'tETT l'IJMl"!!I 51!!!! !!IH!!!!!!T 22 D.\TE INRW. REVISION DESCRIPTION OTHER APPROVAL -- APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. "AS-BUILT " EXP. DATE RE.VIEWED BY: INSPECTOR DATE CTr] CITY OF CARLSBAD Lill PLANNING DEPARTMENT 1 1 LANDSCAPE IRRIGATION LEGENDS FOR: FOX-MILLER PROPERTY " CMWD XX \A /1-9--0S- ASSISTANT PLANNING DIRECTOR DI.TE DWN BY: PROJECT NO. DRAWING NO. DI.TE INITIAi. CHKD BY: C.T. 00-20 CITY APPROVAL RVWD BY: 4186L ~ w D... 0 a: D... a: ~ ....I ::E ~ 0) ,.... ..!. ....I a, ..., ... 0 0 N "" CJJ N "" 0 O' ~ u 0 N I ::J / '" 0 u / r-- N "' 0 N / (/) f--u w , 0 °' Q. / ti> BARRETT Engineered Pumpa SPECIALISTS-IN PUMP~ AIC> PUMPING SYSTEMS l'.O.B011Jl30 Sao Diogo CA 92178-3JJ41 16'5 Natkmal Ave. San DI ... CA '2113 l'hOlle (6tg) 23!-78~7 /FAX (61') 232-JOl, PROJECT: FOX I M._LER PROJECT SYSTEM DESIGN PARAMETERS-POC "An Jone7,2004 BEPCR16-7.5-2-2.5-PRV S·--Model Numbet 70GPM 1 115 PSI 2.5 INCH Svlftlllll Dellno Pracme ·no Size 55PSI 230VAC 1 PHASE60HZ 11.---'Bleetriaal VolN-Cruffllln Electrical Phaae CR16-30U 70GPM 175 FEET pPum:•L•M~od~d~N~-=•"-r-----'-'-="<rCa.J!!!'.=ltvf·O"-'PM"-'ll"-----j-fu'-""mo._,T,,,,.,,,,1.,_,Hu=.,d<l._,F,....,,•,_1 ___ --I 7.5 HP 3500 RPM 42 AMPS 2 INCH llrustem Pull LOlld fflV Q.- SYSTEM DESIGN PARAMETERS-POC "Bn BEPC610A-3-2-2.5 70GPM ............ MQdllll Numb« .,_ __ m Desi-Plaw'Ralc 55PSI 230VAC 1PHASE60HZ --Elcetrical y,..._ __ Sv,,t,,... £1cc::tri<;al Pltuc and. Frean ........ C610AM-BF 70 GPM 70FEET rl'um,__,..••e.,Mo"""do"'I Nc:,"""'""=r-----'-'.,=>-•'-)C""'•-e,•llv<.l' «,,OPc,••,,__n ____ -f.-!'Unm Toki Head (Pec,t) 3 HP 3500 RPM 18 AMPS~ n.-H P '"' stem Full (oad BOOSTER PUMP ASSEMBLY 1.1 Simplex wa~ PIMSUl'e booeter system as deelgned and fabrtcated by Bam,tt Engln-PLRnpa. The oystem shall be a completely prefabricated system \/Ath pump, piping, electrical and structural elements. 1.2 Pump &hall be: 1.1.2.1 single stage end suction close coupled cantlffUgal, cast Iron bronze fitted construction, equipped wilh mechanical shaft seal, back pullout design. Impeller shall be keyed and locked to lhe shaft with a hex head Impeller nut and W8l!her. Pump shaft shall be high strength S.A.E. 1045 carbon steel protected In the stuffing box area by a replaceable bronze shalt. Pump shall be ~iraclly ooupled to a C-face electric motor. 1.1.2.2 ve....,_ ·multi-stage cantrifugal. Pump construction shal be ceat iron ltalhlau fttted with cast iron casing, stainless steel impellers and bowls. Pump shall be equipped wilh tungsten carbide mechanical seal. P<nip shall be dlrecly coupled lo a C4ace electrtc motor. 1.3 Electrtc mato, shall be of the squirrel cage induction type suitable for full vcllage starting. Motor shall be ODP to aid in cooling. Electric molor shall be rated for continuous sejvica, The motor shall have horsepower ratings such that the motor 'Mil cany the ma;.lmum poeslble load lo be dalaioped under the designed pumping conditions and not overload !he motor beyand the nameplate rating of the motor. Motor shall have a 1.16 service factor. The motor shall confonn to the latest NEMA Standards for tnotor design and construction. SB►B-t,,i'!.!-8?9 d(lt,<BO t,,O lD unr - PRESSURE CALCULATIONS -A PRESSURE CALCULATIONS - -Conll'OI Valve 1!1-1 Max. Demand (OPM): 22.2 Flemota Control Valve A-24 Max. Demand (OPM): POC/Werter Met•r A P'raMure Avallable: 35 POC/Water Meter B Preesure Available: . ' rlflAll-ll.lNENALVE$: lleM l.C.Sll MAINLINENALVES: BeM 2· Water.,.ter 22.2 -1.00 2· Water Meter 34 2' Backflow Device 22,2 • 13.00 2· Backflow Device 34 Fitter -FIiter 2" Master Valve; 22.2 • 1.40 2' Master Valve 34 2' Flow Meter 22.2 • 1.20 2" Flow Meter 34 Pressure A8duoer • Pressure Reducer 1.5~ Oete/Ball Valve 22,2 -1.00 1.5" Gate/Ball Valve 34 L.F. of 2 112" Malnllna 22.2 -L.F. of 2 1/2' Mainline 34 2300 L.F. of 2' Mainllne 22,2 -9,00 1450 L.F. of 2' Malnllne 34 L.F, ol 1 1/2" Mslnlino 22.2 -L.F. of 11/2' Mainline 34 1" Control Valve 22,2 • 4.00 1,5" Control VaJve 34 Drip ValY9 • Drip Valve Subtotal Malnllno/Valve PSI loH: :lO.BO Subtotal MalnilneNalve PSI Lon: LATERAL LINES: LATERAL LINES: • LF. of 2' l..lltenol • 22 -L.F. of 2' lateral. 34 L.F. of 1112· Lateral O -LF.of 1 1 /2' lateral 0 L.F.of 1 114 • lateral 0 • 1 LF,of 1 1/4" Lateral 0 25 L.F. of 1· lateral. • 2,9 100 L,F. of 1· Lateral 0 110 L.F. ol 314' Lateral O • 1.3 100 l,F, of 314' Lateral 0 LF.of 1/2' Lateral 0 • L.F. of 1/2" Lateral a Loss Thru Fittings (10%) = 0.41 loss Thru Fittings (10%) Subtotal Lateral line PSI Loos: 4,62 Subtotal L-..1 line PSI Loos: Loa or Oaln Thru -100 Total Elev. Chango -43.30 Lon or Oaln Thru 10 Total EleY. Change . Subtotal System PSI loH: -8,18 Subtotal 6)'81om PSI loao: TOTAL PRESSURE AVAILABLE: 36.0 TOTAL PRESSURE AVAILABLE: SUBTOTAL SYSTEM LOSS: ·8.18 SUBTOTAL SYSTEM LOSS: 38.7 PRESSURE REQUIRED AT HtEAD: 30.00 PRESSURE REQUIRED AT HEAD: 30.0 TOTAL PRESSURE LOSSES: 21.82 TOTAL PRESSURE LOSSES: RESIDUAL WATER PRESSURE 13.18 RESIDUAL WATER PRESSURE 8 34 35 l.C.Sll -1.00 -13,00 = -1.40 • 1,20 -• 1.00 • -10.64 --4.00 = 32.24 -• • 0,1 • 1.3 -0,5 • • 0,19 2.09 4.33 38,66 35.0 58.68 -33,66 BARRETT Engineered Pumps SPECIALISTS~N PUMPS AND PUMPING SYSTEMS P.O. Ro• 13130 San Diego CA '2176'-3130 1695 Nadooal Ave. SM Diego CA 92113 Phone (619) 232-7367 / FAX (619) 232-3029 1.4 Pump Control Panel shall have a NEMA 4X plain front no~etalHc enclosure with padlock latches, Includes powar and control resetable thennal circuit breakers. heavy duty magnetic starter with adjustable overioad protection, Hand-Oft'-Aulo swflch to select mode of operation, and heavy duly m.mbered tenninal ships for power and control wiring lead lennlnations. 1.5 Metal oxide vari_. protected pump start relay(s) Incorporated In panel to start pump wilh signal from each lrrigallon controller. 1.6 All system piping shall be type "L • copper, AU fittings shall be copper or braes, with unions or flanges to aUaw for system disassembly or major component removal. System shall incorporate an Integral full pipe size bypass line with isolallon valve to allow for pump removal and repalrwllhout disrupting water supply to system. 1. 7 Isolation valves shall be all braas quarter tum ball valves with hard chrome baff on lines 2" and less, lootatlon valves shall be lug slyte butterfly valves with Buna-N elastomeric seals, ductile iron rockel coated disc, and stainless steel stem wilh handle and 10 posiUon galvanized memory plate on lines 2½" and greater. 1.8 Gauges shall be 2Yl dlanater face, glycerin filled with slainle"" ce!ling and braM Internals. 1,9 Flow activated paddle style magnetically coupled flow switch, senaitlve to flows as law as 1 fps, mounted on piping and interconnected to time delay relay to shut down pump on no-flow condilions, time delay relay adjustable from'o to 5 minutes. 1.10 Pump system shall be mounted on a 91ruclural aluminum skid wllh mounting flanges on front and back to allow for mounting of skid 10 concrete pad. Skid equipped with pipe support on suction and dlscher-ge piping. All nuts and bolts and washers to be heavy zinc coated steel on skid and piping. Skid shall include mounting hardware for Integral aluminum enclosure. 1.11 The system enc:iosure shall be vandal and weather resistant, martne grade aluminum alloy 5052-H32 construction wllh rectangular punchouts for viewing and heat dissipation. The enclosure shall be law profile hinged top design .,;tt, padlock provision. The caver shall be secured lo the concrele pad with stainless steel hardware, · 1.12 Pump Assembly ohal Include the fotlO"Mng checked options: a (PRV) Where opeclfted in the System Design Paramelenl • hydraulically controlled, diaphragm actuated pressure-regulating valve, casl iron bronze lr1m wilh epoxy coated body, equipped with flaw clean slmlner opllon. ValV<! lo pl'<Wide constant downstream pressure regardless of pump discharge pressura. 1. 13 The services of a factory representative or trained service professional 1'1all be made available on the job site lo check Installation and perform the startup and instruct operating personnel. A startup report containing voltage and amperage readings, suction and discharge pressure reacings, esllmated flow condilions. and general operaUng characteristics shall be submitted to !he Owner. 1, 14 Four sels of operating and mainlenance manuals shell ba provided to 1he owner alter startup and shall Include parts manuals for major componenls, pe, fol 111Mee curve for pump, general sequence of operation, and electrical schematic for control panel. I I ' IT (!) • ffl L ,.,,-® l . / II I[ II 1 ••• , r- i@i... p """ .... ~-,,-- I 1:§ -,J J-- nurnr ...... ~.tl ,.-o,./ \[';, 3 v u r-K2) r ,,, ,,@ ' ' ' ~ ~~ ~:_;_.;•. :•·~': .,;_ :,~ ·. ·.· : . /.';. ~--~-·. ~ : .. '-~~>\;~ e:r ~ = . .-~-~ ~ '°' / : ·: :: :-~ ID ~: '.. '.")'-l1> '-@ & \ ~ ... , '. < I, VERTICAL MULTISTAGE STAINLESS FITTED CENTRIFUGAL PUMP, 2, NEMA 4)( SIMPLE)( CONTROL PANEL FOR AUTOMATIC OPERATION, 3, CIBF FULL LUG BUTTERFLY VALVE 4, BRONZE NON-ADJUSTABLE FLO\,/ S\,/ITCH. 5. 2,5 INCH TYPE 'L' COPPER, 6. BRONZE ANSI FLANGE, 7. PRESSURE GAUGE, um.nn DAMPENED, B. MARINE GRADE ALUMINUM ENCLOSURE, HINGED T□P. 9, STRUCTURAL ALUMINUM BASEPLATE, 10. _ _a __ INCH IDAPHRAGM AL:TUATED PRESSURE REGULATING VALVE. 11. _§_ INCH CONCRETE PAD, ASTM C-94, ACI STD. 318-83 DESIGN Ml)(, 2500 PSI RAlED. 12. DOUBLE PVC TAPE ~APPED BRASS PIPE. 13. PVC SCHEDULE BO/BRASS COMPANION FLANGE CONNECTION. 14. CONCRETE TilRUST BLOCK, _g;_ CU. FT. MINIMUM. 15. MAIN POWER CONDUIT. 16. IRRIGATION CONTROLLER SIGNAL CONDUIT. BARRETT ENGINEERED PUMPS .,,. """ ... Fox / Miller Project POC 'A' 1ii6100 SHEET t,." S8 ►6-t,,ZZ-6l9 .--I ~ n. ..I ®' 11;;:;,,,-t---,;,,-Q) :§" \. '"' ~ 4 I II 1. CLOSE-COUPLED END SUCTION CENTRIFUGAL PUMP, CAST IRON BRONZE FITTED, BACK PULLOUT DESIGN, MECHANICAL SEAL, ODP MOTOR, 2. NEMA 4 ENCLosrn CONTROL PANEL, WITH CIRCUIT BREAKER, MAGNETIC STARTER, HOA SWITCH, AND COMPONENTS TO AUTOMATICALLY CONTROL BOOSTER PUMP SYSTEM. 3, MARINE GRADE ALUMINUM ENCLOSURE, TOP HINGED DESIGN MTH VENTING. 4. CAST IRON ELASTOMER LINED FULL LUG WAFER STYLE BUTTERFLY VALVE. 5. PRESSURE GAUGE, 2 1 /2" DIAL, LIQUID FILLED, STAINLESS CASE, 0 -200 PSI. ~ 5 ~ --~ L.J '@ r@ II II. FLOW SWITCH, NON-METALLIC, PADDLE STYLE, NON-AD..USTABLE, 100 PSI RATED. 7. TYPE "L' COPPER, _25 INCH. 8. 150# ANSI RATED BRASS OUTPUT FLANGE. 9. FABRICATED STRUCTURAL ALUMINUM BASEPLATE. 1D. ~ INCH CONCRETE PAD, ASlM C-94, ACI STD. 318-83 DESIGN MIX, 2500 PSI RATED. 11. DOUBLE PVC TAPE WRAPPED BRASS PIPE. 12. PVC SCHEDULE BO/BRASS COMPANION FLANGE CONNECTION. 13. CONCRETE lHRUST BLOCK, ~ CU. FT. MINIMUM. -14. MAIN PO'M:R CONDUIT. 15. IRRIGATION CONTROLLER SIGNAL CONDUIT. BARRETT ENGINEERED .... -NO.Fox / Miller Pro iect POC 'B' ii610 · PUMPS ......., I SHEEr S8 ►6-toZZ-6l9 "AS-BUILT " EXP. DATE ADL ----111. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. REVIEWED BY: INSPECTOR DATE PLANNING ■■ ASSOCIATES w• LAND PLANNING LANDSCAPE ARCHITECTURE \,i>,~DS!;q,,() 2979 STATE STREET, SUITE C ,SJ ~-L•ws0 ~ c A R L s B II o, c A. 9 2 o a 11 ~ ~... +, ~ i----t---t------------t---+-----l--+--I I S22HEET / CITY OF CARLSBAD ~1 ;:::::=::::'...'.==::::P:::LAN:::::::N:::IN::::G:::D:::EP:::::::AR:'::TM:=E:::NT::::':::==~LJlj::::::::::::::~ LANDSCAPE IRRIGATION CALCULATIONS FOR: FOX-MILLER PROPERTY CMWD XX 1.j f f'/JfY~t} (') 0 ! 0)7 19 -Bl 3 7 FAX : 0 ! 0)7 2 I -8 J 24 ~It:K;;,~~ ~~ ~~~ ! CATE: 10/29/04~ \~~/~~~-:-=--::== ______ //-9-~ ~~>1I07 . j /!J JOB NO: 20327 ASSISTANT Pl.ANNING DIRECl"OR DATE i:1---'i * -* SCALE: N / A DATE INITW. DATE INITW. DATE INt11Al OWN BY: ---1 PROJECT NO. DRAWING NO. ~ w a. 0 a: a. a: w :::l :::iE ~ C'.4(/f~t-ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CIIVAPPRDVAL ~g ~:--I C.T. 00-20 4-186L ~ L--------·--------------------------------------------------------------------------===~----1o~RA:w:N:BY~:;;;;;;;;;;;;~D:.D:.~·w~.~M~.,:c:.E:.;;;;;;;;;;;;;;;;;;~~=====::=======================:=::::::=::::::!:=::::::::::::=:::::::::::::::::::::;:;::;::;::;::;:~ ...'.i -N I ::; / "' 0 u / " N "' 0 N / (/) f- 0 tu ~ u Ct: '-'-/ <ii 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 /.'JD DIVISION-1 SPECIFICATION SECTIONS, APPLY TO WORK OF THIS SECTION. 1.1.2. CITY OF CARLSBAD'S LANDSCAPE MANUAL. 1.1.3. C!.RL.SBAD 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 WITHOUT FURTHER COST IN LABOR OR MATERIALS TO THE OWNER, AND cmAPLYING WITH ALL APPLICABLE CODES, SPECIFICATIONS AND DETAILS. 1 .3. QUALITY ASSURANCE: 1.3.1. SUBCONTRACT WORK TO A SINGLE FIRM 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. SUBMITTALS: 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 ARCHITECT, 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 FINAL ACCEPTANCE OF WORK, THE CONTRACTOR SHALL PROVIDE A RECORD SET OF DRAWINGS WHICH RECORDS ALL FIELD 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, AUTOMATIC 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 APPURTENANCES 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 PREPARE 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 FIT 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 SYSTEMS. (2) ACME THREAD QUICK COUPLING KEYS AND MATCHING SWIVELS FOR RECYCLED WATER IRRlGATION SYSTEMS. (2) SETS OF TOOLS REQUIRED FOR SERVICING ANO/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 PREVENTER$ 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 DATE OF FINAL ACCEPTANCE AND CON- CLUSION OF THE MAINTENANCE PERIOD. GUARANTEE SHALL COVER THE COMPLETE IRRIGATION SYSTEM, INCLUDING SETTLING OF THE BACKFILL 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, DIVISION 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 BENEFl'r 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 WATER 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 -RECLAIMED WATER". APPROVED MANUFACTURERS MANUFACTURE'S OF THIS PIPE CAN BE FOUND IN THE DISTRICTS' "APPROVED MATERIALS LIST". 2.1.8. 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 ANO 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 DEPARmENT 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 MLJNICIPAL 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: MICHAEL UGAR AT 760-804-1574. OR AFTER HOURS, CONTACT: MICHAEL UGAR AT 760-804-1574. • 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 STRICTILY 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. CONTRACTOR 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 CllY OF CARLSBAD, OLIVENHAIN MUNICIPAL WATER DISTRICT, AND THE OOUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH. 3.2. ELECTRICAL SERVICE: 3.2.1. POINT OF CONNECTION SHOWN ON PLANS IS APPROXIMATE. CONTRACTOR SHALL COORDINATE WITH OWNER'S AUTHORIZED REPRESENTATIVE TO HAVE POWER AVAILABLE WHEN REQUIRED. 3.2.2. INDIVIDUALLY 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 APPROVIED 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 FITTINGS AND CONNECTIONS: STANDARD 125 POUND CLASS 85 % RED BRASS FITTINGS 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 IRRIGATED 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.B. SOLVENT CEMENTS SHALL COMPLY WITH ASru 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. MASTER 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 ADJUSTED 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 SPECIFIED 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 IRRIGATION 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 10" 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 AMETEK, 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 HOU!t WITH ONLY ONE OUTLET OPEN INITIALLY AND THE PROVISION FOR ADDING ADDITIONAL OUTLt.TS. 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. BACK FLOW PREVENTION DEVICES: 4.6.1. REDUCED PRESSURE PRINCIPLE BACKFILOW PREVENTER$ SHALL BE BRASS, BRONZE, OR EPOXY COATED CAST-IRON BODIES WITH ALL BRONZE OR STAINLESS STEEL TRIM AND ALL MOVING PARTS OF NON-CORROSIVE MATERIALS AND SHALL COMPLETELY AND POSITIVELY PREVENT BACK-SIPHONING OF WATER. THE BACKFLOW PREVENTER 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 PREVENTER$ SHALL BE TYPE AND SIZE AS DESIGNATED 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. CONTRACTOR 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. 4.13. SOIL MOISTURE SENSING DEVICE: 4.13. 1. SOIL MOISTURE SENSING DEVICE SHALL BE AS SPECIFIED IN DRAWINGS. 4.13.2. THE DEVICE SHALL BE SOLID STATE AND INSTALLED PER MANUFACTURERS SPECS. "AS-BUILT " APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. ----EXP. REVIEWED BY: DATE ADL L PLANNING ----lllit!II ... ASSOCIATES •IIK.JU LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C CARLSBAD, CA. 92008 060)7!9-8637 FAX:060)721-8324 DATE: 10/29/04 JOB NO: 20327 INSPECTOR DATE i-----+-----1-----------+---1----+--+--1 LlTJ I CIT)7LAN~1~ oYi>~~BAD I I~ LANDSCAPE IRRIGATION SPECIFICATIONS FOR: FOX-MIILER PROPERTY CMWD XX ~I~~~'?•""--•-____ l/~C,-0..'J ASSISTANT PLANNING DIRECTOR DATE ~ w a. 0 a: a. a: ~ ~ ~ LL ft•= ,-·· OWN BY: ---I PROJECT NO. I DRAWING NO. N / A -•L ~·~ DATE INIIIAL DATE INIIIAL CHKD BY: --C T 00 20 L------------------------------------------------------------------------------:~:•~·~~~--:;:;:;~~~~~~~~~:;:;:;:;;,...!:Dl=OIN=EER=O=F=WO=RK=====R=EVl=Sl:0:N=D=ES:C:R:l:PT:1:0:N====~Olli=ER=N'=P=ROv.=N.==cnv=Af'P=RO'l=N.~=RVW=D=BY=: ======•=•======4=1=8=6=L=~ ~• M D.D.,W.M., C.E. -' SCALE: I :::; 0.. N N .- N .,., " 0 0 N " "' N " 0 "' ~ " N N I ---' / <I> 0 0 / " N "' 0 N / 1/) f-- 0 w -, 0 Q'. Q_ / <ii 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 SLEEVIES 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 WITH 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 ANO SHALL DISCONTINUE WITH WORK IN THE fN't¼u~~!iilfl klffE8i~W T~t~~E~8~T»',H\WJ'R TgyRf~t1RoJ~Eif-~~'f~18;'~:~t~f1v~~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 THE OWNER, THE LAYOUT SHALL BE APPROVED BEFORE INSTALLATION. 5.1.8. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAWING WHEN IT IS OBVIOUS IN THE FIELD THAT 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 THE 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, THE 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. 1 PART 6 -INSTALLATION: 6. 1. GENERAL: 6.1.1. PLANS ARE DIAGRAMMATIC. ALL PIPING, VALVE BOXES, AND ASSOCIATED EQUIPMENT SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE, GROUP VALVE BOXES TOGETHER 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, AND BACKFILL TO LINE AND GRADE WITH SUFFICIENT ROOM FOR PIPE FITTINGS, TESTING AND INSPECTING OPERATIONS. DO NOT BACKFILL UNTIL THE 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 AND 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" 1.0. PIPE AND SMALLER) 12" MIN. COVER. 6.2.2.4. RECYCLED NON-PRESSURE LINE (3" 1.0. 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 3D" MIN. COVER. 6.2.2.7. ELECTRICAL AND COMMUNICATION CABLE IN SLEEVE 30" MIN. 6.2.2.8. DISTRIBUTION DRIP TUBING 4• MIN. COVER. 6.2.3. SUBSOIL SHALL BE FREE OF ALL ROCKS OVER ONE (1) INCH DIAMETER, DEBRIS, AND LITTER PRIOR TO USE AS BACKFILL 6.2.4. REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE OR FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN CHECKED AND 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. 8.A.CKFILL 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 THE 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 AMOUNl 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 smING 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 WITH METALLIC WHEEL CUTTER OF ANY DESCRIPTION. REAM AND REMOVE ROUGH EDGES OF BURRS FOR SMOOTH AND UNOBSTRUCTED fl.OW. 6.4.2. CAREFULLY AND SMOOTHLY PLACE THREAD LUBRICANT ON MALE THREAD ONLY. TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES. CAULKING IS NOT PERMITTED. 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 TOGETHER. 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. 6.10.6. 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. 6.10.8. 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. 1 1. 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. 6.12. 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 Fl..USH 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 AFrER HYDROSTATIC TESTING IS COMPLETED, BACKFILL IS IN PLACE, AND SPRINKLER HEADS ADJUSTED TO FINAL POSITION. 6.13.3.2. AFrER COMPLETION OF LANDSCAPE WORK, CAREFULLY ADJUST HEADS so THEY WILL BE FLUSH wIrn LAWN AREAS 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 NINElY PERCENT (90%) COMPACTED OR UNDISTURBED SUBGRADE. CONSTRUCT TO SHAPES SPECIFIED AND PARALLEL TO WAIJ<.WAYS. 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 WITHIN 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 THE SUB-PANELS, CLOCKq1, 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 THE CLOCK OR ANY OTHER VALVE. 6.15.5. CONTRACTOR SHALL SUPPLY AND INSTALL A MANUFACTURER APPROVED BATTERY IN CONTROLLER TO PREVENT LOSS OF. PROGRAM. 6.16.1.B. 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. fl.OW SENSING DEVICE: 6.17.1. fl.OW SENSING DEVICE SHALL BE LOCATED APPROXIMATELY AS INDICATED ON PLANS AND INSTALLED PER MANUFACTURE'S 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. 1 8.2. 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, THE 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, TilE 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. FINAL SITE OBSERVATION VISIT BY THE ARCHITECT AND PERFORMANCE TEST SHALL BE AT TilE SAME TIME AS THE FINAL SITE OBSERVATION OF THE SPECIFIED LANDSCAPE MAINTENANCE PERIOD WORK. END OF SECTION 02810 6.15.6. CONTROL SYSTEM SHALL BE PROGRAMMED TO OPERATE ONE SYSTEM AT A TIME. 6.B.2. \,'HERE 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 6.15.7. SYSTEM ENCLOSURES SHALL BE EQUIPPED WITH A AUTOMATIC RAIN SHUT-OFF DEVICE. 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 THE VALVE DESIGNATION NUMBER IN PERMANENT BLACK MARKER OR PAINT. DO NOT WRITE ON VALVE BOX LIO. 6.9.7. BALL VALVE BOX LIDS SHALL MARKED WITH THE LETTERS "BV". 6.9.8. MASTER VALVE BOX LIDS SHALL MARKED WITH THE LmERS "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. 6.10.2. 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 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. 6.16. 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. ADL I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. "AS-BUILT " ----EXP . DATE REVIEWED BY: INSPECTOR DATE PLANNING ---.. ASSOCIATES cm:,au fSREITl CITY OF CARLSBAD ~ t---+--1---------------+---+----,1----t---J Ll1_j PLANNING DEPARTMENT LJ1j t---+---+-----------------+---t---+---t----l LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C CARLSBAD, CA. 92008 {760)729-8637 FAX:(710)729-8324 DATE: 10/29/04 JOB NO: 20327 LANDSCAPE IRRIGATION SPECIFICATIONS FOP: FOX-MILLER PROPERTY " CMWD XX 'v1 ,Y~ /r.9-0S- ASSISTANT PLANNIN"'G'---Dl,-REC=-'l"OR,,,..-------DATE SCALE: NI A DATE INITIAL DATE INITIAL D.t.TE INITIAL DWN BY: PROJECT NO. DRAWING NO. ~ w ll. 0 a: a.. a: j ::!: ~ ENGINEER OF WORK REVISION DESCRIPTION OIHER APPROVAL Cl1Y APPROVAL ~g ~;--C.T. 00-20 4186L gi l--------------------------------------------------------------------------------~D;RA;W;N;BY;:;;;;;;;;;;;;;;;D;.D; .• w~.M; .. ;c;.E;.;;;;;;;;;;;;;;;;..=:::::::::::=:::================================================-1 ' ...J \ ~ • ----~-~ ... -·: ;::;:;;::-_::;::::::: --•~-Y -·---------------:::::-::::-::;.---------0 ---------- ;;_,:_;:_:-:_;:;:_;:-_:::;· 2-----• ~ SEE SHEET #40 FOR PLANTING DETAILS, LEGEND, AND NOTES €.~\.. --.:;:;;•::::.:-----~ \ N9 ~.::::.:-J.c~ ~ --- E.'--C,~ _ _;: ;.;:.: ---- SEE SHEET #41 FOR PLANTING SPECIFICATIONS CURB SIDEWALK ROW -. LOT2 ~-DECOMPOSED GRANITE PATH, 3" DEPTH WITH PRE EMERGENT HERBICIDE w ~. If/. 0• ·•:·, __ •.... -. '• /if ~-i • • " II .. I ' "AS-BUILT " ____ EXP. DATE N.T.S. REVIEWED BY: APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. ADL .. KEYMAP '""""'°" O,A,E ~ PLANNING --~---~ 1 CITY OF CARLSBAD 11 SHEErS I w ASSOCIATES ■■a,,;.; 1----+--1----------------1---+--1----+----1 ~. PLANNING DEPARTMENT . 41 o... ----------l----+--1----------------+----+--1----+---I ~ L A N D P L A N N I N G LANDSCAPE PLANTING PLAN FOR: 0... o· 10· 20· 40' LANDSCAPE ARCHITECTURE FOX LLE PRO a: t-lDSCA ~9A7: Ls;A;~ :.TRcE~, 9s~1~E0 ~ -MI R . PERTY ~ CMWO XX (760)729-8637 FAX:(180)729-832 ♦ ::iE I-DATE: 10/29/04 ~~.!:_~L--------//--9-oS 1/l 20327 ASSISTANT PLANNING DIRECTOR DATE JOO NO: 1" = 20, WN BY: --PROJECT NO. DRAWING NO. ,... L ________________ ...;. ____________________________________________ _::::'-:':F::~---~~~RA~~::, BY;,;;:;;;;;D~-~o.;;.w;.M~--~c~.E;. ;;;;;;;;;;1 EN=:=:=OF= 1 N=~=~===R=f)l=1s:1o=N=DES=c=R=1P:r:10=N===~=:U=:rE=·=M'=P=~=ITW.=:,\L~=:=;=_=;:w.=:,\L==~=H=K=g=~=;=·~~~~===c=.T=.=0=0==2=0==4=1=s=6=L=::!.I~ ' I EL CAMINO REAL - LOT2 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. o· 10· 20· 40' -- ADL PLANNING --- ASSOCIATES __ _ LAND PLANNING LANDSCAP_E ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S B A D, C A. 9 2 0 0 8 (760)729-8631 FAX:(760)729-8J21 CURB SIDEWALK ROW ---- ------- ------ SEE SHEET #40 FOR PLANTING DETAILS, LEGEND, AND NOTES SEE SHEET #41 FOR PLANTING SPECIFICATIONS ---- I I I . . I MATCHLINE -SEE SHEET 27 "AS-BUILT " 6 EXP. DATE N.T.S. REVIEWED BY: KEYMAP INSPECTOR DATE ~ CITY OF CARLSBAD uTI 6 PlANNING DEPARTMENT 1 LANDSCAPE PLANTING PLAN FOR: FOX-MILLER PROPERTY CMWD XX ~ w a. 0 a: a. ~ ~ DATE: 10/29/04 l----+----1--------------+---+-----t---J---I .J:.i:::!!2.'.!1.L'.__!!~ _________ / t9-0S: 0>< ASSISTANT Pl.ANNINO DIRECfOR DATe: JOB NO: 20327 u_ DWN BY: ___ PROJECT NO. DRAWING NO. SCALE: 1' = 20' IIAlE INITIAL IIAlE INIIW. IIAlE INITl,IL C\I ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CRY APPROVAL ~g ~1--C.T. 00-20 4186L 9 L _____________________________________________________________ ..:::::==:::'.:~--~DR~,WN~BY~,::;:~o:.o:.,~w~.M~.,~c~.E.;;:;;=::..~:;:::::;::=:~===::::::====================================~~ I ; i I I ==L -. --·--- ~ ··-...,._,,..._ "'• ··,,,,_'-_ CURB SIDEWALK ROW 1111 LOT2 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. I I 111 1111 1111 1111 1111 Ill 111111 11111 II \ AOL PLANNING ASSOCIATES---■-■ LA N D P L A N N N G LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C CARLSBAD, CA. 82006 {780)729-8637 FAX:(760)729-832' DATE: 10/29/04 JOB NO: 20327 SCALE: 1 .. = 20' DRAWN BY: 0.0.,W.M., C.E. DATE ll«IW. EIIGt,IEER OF WORK MATCHLINE SEESHEET26 LOT2 ... ---- 1 I I I I Vt - I I -- ------ ----.. _ SEE SHEET #40 FOR PLANTING DETAILS, LEGEND, AND NOTES SEE SHEET #41 FOR PLANTING SPECIFICATIONS I "AS-BUILT 6 EXP. N.T.S. REVIEWED BY: " DAtE KEYMAP INSPECTOR DATE DATE INITIAL DATE INITIAL REVISION DESCRIPTION O'lliER APPROVM. CRY APPRIJ\IAL CTf] 7 CITY OF CARLSBAD Lill 1 PLANNING DEPARTMENT LANDSCAPE PLANTING PLAN FOR: FOX-MILLER PROPERTY OWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. C.T. 00-20 CMWD XX DRAWING NO. 4186L ~ w a. 0 cc a. cc w ::I ~ ~ LL \ \ - l!ll / CUAB i I I I I I I MATCHLINE -SEE SHEET 27 , 11111 1111 1111 1111 1111 11111 Ill r 1111 !Ill 11111 -Ill 1111 1111 Ill 1111 \ 111 llli 11111 II Ill - ~ 11111 11111 !1111 !IIIJI Ill II al Ill Ill 1111 111 111 1111 111 Ill Ill 1B 111 111 111 ■ 1111 1111 II 1111 1111 II 18 1111 Ill 1111 1111 1111 1111 1111 1111 11111 1111 11111 111111 ····· ~ ! ' >;)j ___ _ ·o-J....Ac ,,.,"""".:·.· ~ i, 0 - ------------- I I I I ~ I I I I I LOT3 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. o' 10' 20' 40' AOL L PLANNING ---JI&. ASSOCIATES -- LA N D P LANDSCAPE 2979 STATE CARLS BA (76o)729-8637 DATE: LANNING ARCHITECTURE STREET, D, CA. SUITE C 9 2 0 0 8 FAX:(760)729-8324 10/29/04 JOB NO: 20327 SCALE: 111 = 201 DRAWN BY: D.D.,W.M., C.E. DA1E INITIAL ENGINEER Of WORK r----- 1 I I I I REVISION DESCRIPTION 1/ [Ill /Ill llll ------ SEE SHEET #40 FOR PLANTING DETAILS, LEGEND, AND NOTES SEE SHEET #41 FOR PLANTING SPECIFICATIONS I I Ill 11111 111 Ill Ill Ill 1B \ I 1/ MATCHLINE -SEE SHEET 29 "AS-BUILT " EXP. N.T.S. REVIEWED BY: DATE KEYMAP INSPECTOR DATE DA1E INIT1AL DA1E IIIIW. CJIHER APPROVAL CllY APPROVAL ~ ~ CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE PLANTING PLAN FOR: FOX-MILLER PROPERTY ASSISTANT PLANNING DIRECTOR OWN BY: PROJECT NO. CHKD BY: __ _ RVWD BY: C.T. 00-20 CMWD XX //-9-os- DATE DRAWING NO. 4186L ~ w a. 0 a: a.. a: ~ ~ ~ LL • .. CX) ' (;' ,..... LOT3 \ MATCHLINE-SEE SHEET 28 ·······················r·· ~ _,,.____ \ ( l ~ s: m~ (/) () II mr mz -I m (,) 0 ■ L.oT Vl7VV " "" •V V V V V V V V VI:' 'i: 'I) V VV' ..,,';/<;/ vv •"vvvvvvvvvvvvvvvvvvvv v lllt' 1V<;JVVVVVVVVV'1VVVVr VtJ VVVV .,vvvVVVVVVl7Vl7VVVVV VYVl7V lllll1VVVVV'9',/'-'VVVYV'1VVVVV V9 -~vvvvvvvvvvvvvvvvv v vvv • 7VVVVVVVV\/VVV17VVV'v' V'lV ~vvvvvvvvvvvvvvvvv v 17 VVVVVVVYVVVVVVVV' V vvvvvvvvvvvvvvvvvv ~,,,_...,.~~~VV'v'V9V~V vvvvvvvvvvvvvvvv • ,vvvvv•:;VVVVVVO'VV ~~vunv7v~vvVVV77 • 17VVl7VVl7VVVVVl7V tVVYVVV"'IVVVVV I lVVVQVVVVVV '\:VV<;JVl717VVl7V , ' _,.~,.,..,.,.,.,.,....,v ■ \ \ 601 FIRE PROTECTION ZONE THINNING, PLANTING & IRRIGATING WITHIN THE FIRE ZONES SHALL COMPLY WITH CITY LANDSCAPE MANUAL. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. LOT4 ADL PLANNING ASSOCIATES----•• LA N D P LA N N N G LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S B A D, C A. 9 2 0 0 8 pso)729-86J7 FAX: (7 6 0) / 29-BJ 24 DATE: 10/29/04 08/30/05 JOB NO: 20327 SCALE: 111 = 201 DRAWN BY: D.D.,W.M.,C.E. MATCHLINE~'s E LEFT / / / / / I / INITW. ENGINEER OF WORK I / / / / / / I X X X X X X X X X X X X REVISION DESCRIPTION I I l ~------'----· l----~- I DATE INnW. OTHER APPRO\IAI. SEE SHEET #40 FOR PLANTING DETAILS, LEGEND, AND NOTES SEE SHEET #41 FOR PLANTING SPECIFICATIONS NATIVE GRASSLAND REVEGETATION AREA r---- 1 I I I I N.T.S. / KEYMAP DATE INITlAL CITY APPROVAL "AS-BUILT ,, EXP. DATE REVIEWED BY: INSPECTOR DATE ~ ~ CITY OF CARLSBAD ~ Lill PLANNING DEPARTMENT LANDSCAPE PLANTING PLAN FOR: FOX-MILLER PROPERTY DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. C.T. 00-20 CMWD XX DRAWING NO. 4186L ~ w a.. 0 a: a.. a: ~ ...I :a: X 0 LL ----- ------- - 60' FIRE PROTECTION ZONE THINNING, PLANTING & IRRIGATING WITHIN THE FIRE ZONES SHALL COMPLY WITH CITY LANDSCAPE MANUAL LOT4_ - ~ LOT4 ------- ---- ADL PLANNING ASSOCIATES ------■I. LA N D p L A N N N G LA.NOSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L. S B A D, C A. 9 2 0 0 B (160)729-863) FAX:(160)729-8321 DATE: 10/29/04 08/30/05 JOA NO: 20327 SCALE: 1" = 20' DRAWN BY: D.D.,W.M., C.E. ----- .. ""'"""" VV'l''?V VVVV'vVV VVV<fV'OV vvvvuvvv vvvv..,vrr VVVVVV'i!V V V V 7 V V V VV7VVVV VH ------------- -------- DI\TE ENGINEER OF WORK REVISION DESCRIPTION DI\TE INITIAL OTHER APPROVAL SEE SHEET #40 FOR PLANTING DETAILS, LEGEND, AND NOTES SEE SHEET #41 FOR PLANTING SPECIFICATIONS v...-vvvv ~. vvvvvvv ~ vvvvv vvvvv vvvvvvvv vvvvvv .,,,__vvvvv vvvvvvv ➔vvvvvvv!01vvvvv vvv ~ ,;,vvvvvvvvvvvv ..-,., vvvvvv vvvvv vvvvvvvvvvvv ~vvvvvvv vvvv vvvvvvvvvvvvvv "--".••·. vvv vv vvvvvvvvvvvvvvv 'VVVVVVVV V'lVVVVVVVVV'1VVV ~ 'lVV VVV'1VVVV'lVVVYV V7V'7 VVVVY'>VVV''""" VS,V V7VVVVVVVV'1s:'VV'<19VV7' V'1 vvvvvv1:n,vvvv\•vvv~ v vv vvvvvvvvvvvvvv1· vv VVVVVVV'1VV<rvv,;, V V VVV',VV>JVVVVvv, vv vvvvvvvvvvvvvt<> vv vvvvvvvvvvv v,;,vvvvvvv.,.vv ,. vvv vvvv vvvvvvvvvvtv vvv vvvvv vvvvvvvv~r· ., ,;, v'l9'vV'vV .~<Jvvv,;,tv VV VVVVVVVV VVVVV1' ,;,vvvvv ,;,vvvv -~v• v 'VCJVV vvvvvv,.,~--·vvv vvvvvv~v V ':1,:tVVV,:t,;t; v enn~.,. V VY ... V V V 7' V V V <:I' V V ,; <:I' VVVVVVVJ -n-vv""" ----= re ~ LU :J: en LU LU en LU z ....I :J: (.) ~ ~ ... ----- ' I I I I DI\TE INrTW. CllY APPR<NAL N.T.S. ' , I KEYMAP "AS-BUILT ,, EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE PLANTING PLAN FOR: FOX-MILLER PROPERTY CMWD XX DWN BY: PROJECT NO. DRAWING NO. ~g ~{--1 C.T. 00-20 4186L ~ a: w a.. 0 a: a.. a: ~ ~ ~ o'.. ....J CURB-~ SIDEWALK-~ ROW-~ / LOT4 ~ ------ SEE SHEET #40 FOR PLANTING DETAILS, LEGEND, AND NOTES SEE SHEET #41 FOR PLANTING SPECIFICATIONS "AS-BUILT " ----EXP. N.T.S. REVIEWED BY: DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. AOL --L KEYMAP INSPECTOR DATE ~ PLANNING====-~1 CITY OF CARLSBAD ![SHEETS I ffi ASSOCIATES---===-1---+--+--------------+---+--+--+----f ~. PLANNING DEPARTMENT . 41 a.. ,--,--,-,-::----::---,--:--:-:----:-,-:-:-,~ 1----+----,1---------------t-----+----+-----t ~ L A N D P L A N N I N G LANDSCAPE PLANTING PLAN FOR: a.. LANDSCAPE ARCHITECTURE CI: (>.tlDSC4 2979 STATE STREET, SUITE C FOX-MILLER PROPERTY W ~-LA C A R L S B A D, C A. 9 2 0 0 8 CMWD XX ::I ~ (760)729-D&Jl FAX:(7!0)1!1-8324 ~ o· 10' 20· 40' l,J I , Iii DATE: 10/29/04 l----+----,1---------------t-----+----+-----t -"~~~~=--::==------/-Cf-OS-ox ASSISfANT PIANNING DIRECTOR DATE C) JOB NO: 20327 IL SCALE: 1" = 2f/ -•• ,m,~ DATE INTIW.. DATE INIIIAL CHKD BY •~ ~= ·-·· DWN BY: ---1 PROJECT NO. I DRAWING NO. ~ LI ENGINEER o, WORK REVISION DESCRIPTION OlHER APPROVAL cm N'PRfNAL RVWD BY!--C. T, 00-20 4186L 9 L _____________________________________________________________ .:::S::F=::::::~--~o~~~WN~BY~: =~o.;o.~,w;.M;.,~c;.E;. ==1::::::::=~=============~====~======================:!J ~ ~ 0, (,J -..,.., - CURB SIDEWALK ROW I I / /' ' / ♦ • • ""-1-!=9' ---:;"". .. .. .. + .. ... .. . . . + + .. + ... + .. ... .. .. "' ., . .. . ' • V • V V •• . ' • \I 1; V <f-: V V .. ... • ' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. O' 10' 20' 40' /, ' V V ••• vv • .. . /, vc v• V' ~ ~ ~-[A ~r .. \ \ \ \t-_4-~ ADL LOT4 --- SEE SHEET #40 FOR PLANTING DETAILS, LEGEND, AND NOTES SEE SHEET #41 FOR PLANTING SPECIFICATIONS 60' FIRE PROTECTION ZONE THINNING, PLANTING & IRRIGATING WITHIN THE FIRE ZONES SHALL COMPLY WITH CITY LANDSCAPE MANUAL. r------ 1 I I I I ' ' ----.J I I "AS-BUILT " ____ EXP. DATE REVIEWED BY: INSPECTOR DATE ~ PLANNING --- ASSOCIATES __ ■ -~ CITY OF CARLSBAD fSHE_fisl 1----4---1---------------+----+--+----+----I ~ PLANNING DEPARTMENT Lill ~=:.==::::::================-===::::::! w Q. 0 a: a. 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)729-86l7 FU:(760)729-8324 DATE: 10/29/04 08/30/05 JOB NO: 20327 LANDSCAPE PLANTING PLAN FOR: a: ~ FOX-MILLER PROPERTY ..J -:e CMWO XX !L.._ ______ j/,9-0S-X ASSISTANT PLANNING DIRECTOR 01\lE ~ OWN BY: ___ PROJECT NO. DRAWING NO. l ____________________________________________________________________ ..::::::::::::: __ ~sCA~LE~: ~;;;,;;;~ 1 ~" =~ 2 0'~~~:;;;;;:;;;;;_!;ENC~~~~~~~OF'=IN~~~~==~R=EVl~S~IO~N~D~E=SC~R=l~P=Tl::0:N====~OTH~ll/>:;:=,.,,~PR~IN~:-=AL~=ll/>:=c~:~-=~=Nrrw.=AL~~~=HK:D::~:;:-f:-f:-:;:~-.=· C=, T::;. =Q=Q=-=2~Q~-.,.=-=4=1=8.;6:L.=~~~ DRAWN BY: D.D .. W.M., C.E. .. . . ~ I ... .. A 35 LOTS OPEN SPACE 4' HABITAT FENCE x~xx Xx/~ X / ~{;IA: x ,,'x /, X X X·r >< I xxx,,x II X X X If< X X X n X/IX X X h XXX)f.'X ,, * X X X ~ X X X X r x x x Nx x x x x i< X X l'(x-x 'I X j. X ¥ 1' f < ,l ~ ' ) I X X X X X X X X X X X X ~m' 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 xxxx X X X X X X X X X X X X X X X X X X X X A 4' HABITAT FENCE 35 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. o' 10' 20' 40' I i I I NATIVE GRASSLAND REVEGETATION AREA LOTS OPEN SPACE 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 xxxxxxx 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 xxx~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 )()<XXXX X X X X X X X X X X X X X X X X X X X X X ,..---- 1 I I I I ------ SEE SHEET #40 FOR PLANTING DETAILS, LEGEND, AND NOTES SEE SHEET #41 FOR PLANTING SPECIFICATIONS / N.T.S. I I / ! I PICNIC AREA PAD SHALL BE BUILT PER: SDRSD G-7 SDRSDG-9 SDRSDG-10 NATURAL GRAY CONCRETE W/ LIGHT BROOM FINISH PICNIC TABLE SHALL BE: QUICKCRETE # QR42FC3 COLOR SHALL BE #C7-T1 W/SEALER "AS-BUILT ____ EXP. REVIEWED BY: " DATE ADL L PLANNING ----a. KEYMAP INSPECTOR DATE ASSOCIATES iad11 LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C CARLSBAD, CA. 92006 (760)721-8637 FH:(780)729-8324 DATE: 10/29/04 08/30/05 JOB NO: 20327 SCALE: 1 • = 20' DRAWN BY: D.D.,W.M., C.E. ~ CITY OF CARLSBAD ~ 1----+----11---------------+---+-----1---t----t ~ PLANNING DEPARTMENT LJ1_J ~::::::::..================~:::::::::; LANDSCAPE PLANTING PLAN FOR: DAli: INITIM. [)Ali: IN111AL IIAli: IN111Al. ENOINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CRY APPROVAL I FOX-MILLER PROPERTY ASSISTANT PLANNING DIRECTOR OWN BY: ___ , CHKD BY: ---1 RVWD BY: PROJECT NO. C.T. 00-20 CMWD XX DRAWING NO. 4186L ~ w a. 0 a: a. a: ~ ...I ::? ~ u. ~ a. ...I -... OJ • Ei' r- A 35 4' HABITAT FENCE -i:_i. '11,A\ 0 \ I i i I ' I NATIVE GRASSLAND REVEGETATION AREA ~ /,--,vy-v-v/,, ~ . U' ~ COASTAL SAGE S REVEGETATION ARl:'.'.1-\/ 20' PUBLIC STOFIM __ _,,,, DRAIN EASEMENT APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. o' 10' 20· 40' ADL L PLANNING ----·- ASSOCIATES •- LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C CARLSBAD, CA. 92008 010)729-1137 HX:060}7!9-1324 10/29/04 08/30/05 JOB NO; 20327 DRAWN BY: DATE HTW. ENGINEER OF WORK '--\-CURB ~""'---'i'--\SIDEWALK REVISION DESCRIPTION DATE INl11AL OTHER APPROVAL SEE SHEET #40 FOR PLANTING DETAILS, LEGEND, AND NOTES SEE SHEET #41 FOR PLANTING SPECIFICATIONS r---- 1 I I I I N.T.S. KEYMAP "AS-BUILT " ___ EXP. DATE REVIEWED BY: ______ ___, INSPECTOR DATE LlTI CITY OF CARLSBAD uTI PLANNING DEPARTMENT 4 1 LANDSCAPE PLANTING PLAN FOR: FOX-MILLER PROP RTY CMWD XX /1-9-0.S- ASSISTANT PLANNING DIRECl"OR DAW: DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: C.T. 00-20 4186L CITY APPROVAL RVWD BY: ~ a: w a. 0 a: a. a: ~ ..J :::i: ' ~ 0 ~ ' ~ T"'I?". ... , -0 NQTJ:, =rEl<ltMINAL DOME C-A'F SLEEVE OR SYIIED<SE C.ONNEC-TION AAIL END (ALT) LINE POST C-AP SELVA6E ti' TOP AAIL "1 GA FAel'I.IG i"IIRE TIE ~I' TERMINAL POST TENSION BAND ti' LINE !POST C-ARRIAcSE 60L i::> • NUT5 eoTTOM "1 6Al.16E! TENSION i"IIRE e' X 24' DOMED CONCRETE FOOTINc9 ALL MATEl'tlAL TO eE VINYi. C.OATED. C.OLOl't5 AVAILAeLE IN eLAc-K, 6\~EN, eROl"IN. C.ONTRAc-TO1' TO C,ONl"l!l1.M l"!ltl:C-ISE LOC-ATIONS 01" HAelTAT l"ENC-E i"IITH PROJEC-T elOL061ST AND Gin'. A, HABITAT FENCE \ \ \ \ \ \ SEE SHEET #40 FOR PLANTING DETAILS, LEGEND, AND NOTES SEE SHEET #41 FOR PLANTING SPECIFICATIONS A 41 HABITAT FENCE 35 ) I I \ \ \ \ I I I I I I I I I I I I I "~ I I I 601 FIRE PROTECTION ZONE THINNING, PLANTING & IRRIGATING WITHIN THE FIRE ZONES SHALL COMPLY WITH CITY LANDSCAPE MANUAL LOT1 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. o' 10' 20' ~ I --~/ I I I I I I I I I I I "-"-'TS SPACE LOT TIVE GRASSLAND EGETATION AREA ,----- ' I I I I "AS-BUILT " ___ EXP. ___ DATE REVIEWED BY: ~~ _ ------N.T.S. ADL KEYMAP INSPECTOR DATE ~ PLANNING --~ CITY OF CARLSBAD ~ ffi _A_ss_o_c_1A_T_E_s_-_-_-_-_~ ___ -~===~===~========================~~===!::===!::===!===: ~ PLANNING DEPARTMENT LJ1J ~ L A N D P L A N N I N G LANDSCAPE PLANTING PLAN FOR: CL LANDSCAPE ARCHITECTURE FOX-MILLER PROPERTY a: 2979 STATE STREET, SUITE C Uj C A R L S B A D, C A. 9 2 0 0 8 ::I CMWO XX - {760)729-6!JJ fAX:(780)729-BJH :i: DATE: 10/29/04 08/30/05 1------l--+-------------+-----1----l-----1----l .>LJrl!n..L~ ~--------//,9-~ ASSISfANT PLANNING DIR£CTOR DAlE JOB NO: 20327 SCALE: 1" = 20' ft•-1 .. m., OWN BY: __ , PROJECT NO. DRAWING NO. -•~ m,~ 0111£ INl'IW. DAlE INl'IW. C O ,.... L ______________________________________________________ .::::::::::::::::. __ ~-~w~"~~~'==o~.o~--w;·~M-~.c~.E~.=;;;;,..E;-=1N===~:WORK:=::::==R=~=1s:10:N:D=E:sc:R:1~::::0N::::==~==~=~=p=-=~~=~=~=PROV,=~~=FNW=H=K0=~=;~~~i:::1 :=C:.=T:.:0:0=:2:0:=:=4:1:86:L=:~~ • MATCHLINE-SEE RIGHT LOT5 OPEN SPAC X X \ X X ,\ X X X X X S X X X )( X X X X X X X X X X S X X X X X X X )( X X \ \ \ ) I I I I I I I I I 60' FIRE PROTECTION ZONE THINNING, PLANTING & IRRIGATING WITHIN THE FIRE ZONES SHALLCOMPLYWITH CITY LANDSCAPE MANUAL NATIVE GRASSLAND ,,,..--REVEGETATION AREA APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. o' 1 o· 20· 40• - SEE SHEET #40 FOR PLANTING DETAILS, LEGEND, AND NOTES SEE SHEET #41 FOR PLANTING SPECIFICATIONS A 4' HABITAT FENCE 35 X X X X X X X X X : l X I I I I I I I I I I I zo X X X X X X X X X X X X X X X X X ONf= 2/ZONf= 3 X X X X X X ( I I I I I I I I I I I I I I ~br 1 I I I I I I I I I I I 60' FIRE PROTECTION ZONE THINNING, PLANTING & IRRIGATING WITHIN THE FIRE ZONES SHALL COMPLY WITH CITY LANDSCAPE MANUAL. MATCHLINE -SEE LEFT AOL Iii PLANNING --- ASSOCIATES hrL r---- 1 I I I I ------N.T.S. "AS-BUILT " ---EXP. DATE REVIEWED BY: KEYMAP INSPECTOR DATE >-t---r---r---'----_..;;::---,--,---r-r----r;::;;;:::::;:;~============:::::::~==:1 a:1- ISHEEfl I CITY OF CARI.SHAD II SHEETS I w ::::=======:::======================:===~~===::===::::==:::: Ll§_J . PLANNING DEPARlMENT _ 41 ~ --------~ L A N D P L A N N I N G LANDSCAPE PLANTING PLAN FOR: .._ LANDSCAPE ARCHITECTURE 1J: 2979 STATE STREET, SUITE C FOX-MILLER PROPERTY W c A R L s e A D, c A. 9 2 o o e CMWD XX :::l (710)721-8637 FAX:(710)729-8324 ::ii: 1---J----+-----------1------,1---+---+----1 ..!(::trm_L_~ _______ Jl--9--ru 0x -JOB_N_0,--203-27____ ASSISTANT PLANNING DIRECTOR DATE LL DATE, 10/29/04 08/30/05 -SCALE:----1-• =_20'____ t---=o,;=.rEc--t--=1Nrrw.=--+-----------+-DATE=-t-lN-ITW.-+-co,;-TE-+-1Nllw.---l OWN BY: --PROJECT NO. DRAWING NO. C\I D.D.,W.M., C.E. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CTIY APPROVAL ~g ~!--C. T. 00-20 4 t 86L ;;[_ DRAWN BY: --~-----.__ __ __. ________________ _... ___ ...._ ______________ ___, _J ~ ---Q) I 6' ,...... \ I I I -- \ \ \ -- --~ --fa --- ..... --, ----~ --------- LOT 1 601 FIRE PROTECTION ZONE THINNING, PLANTING & IRRIGATING WITHIN THE FIRE ZONES SHALL COMPLY WITH CITY LANDSCAPE MANUAL. NATIVE GRASSLAND ---REVEGETATION AREA ------------------------------------\ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. o· 10' 20· 40• \ - \ \ \ \ \ \ \ \ \ X X X X X X X X ,X X X X X X \ \ \ \ AOL L PLANNING ---· ASSOCIATES -ii. LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET, SUITE C C A R L S B A D, C A. 9 2 0 0 B (780)729-8637 FAK:(78o)721-8324 DAlE: 10/29/04 08/30/06 JOB NO: 20327 \ \ r----1 I I I I ~ ------ ---... -- ' SEE SHEET #40 FOR PLANTING DETAILS, LEGEND, AND NOTES SEE SHEET #41 FOR PLANTING SPECIFICATIONS B N.T.S. CURB ,,---SIDEWALK _,,,---ROW I I 0 l.1-( ,__ ... ,I~ ,$ ,ct I/If I ·0 I I~ -..;: I~ IE l~ "AS-BUILT EXP. REVIEWED BY: " DATE KEYMAP INSPECTOR DATE WJ CITY OF CARLSBAD uTI 7 PLANNING DEPARTMENT 1 LANDSCAPE PLANTING PLAN FOR: FOX-MILLER PROPERTY CMWD XX ~ w a. 0 a: a. a: j ::.i: l---+----1------------+---1--+-----lf-----l -'~....£_~~=------//--9-0.S-' O,..TE ~ SCALE: 1• ~ 20' O,..TE INITIAL o,..TE INIT1AL DATE IN111AL CWNDBBYY: --PROJECT NO. DRAWING NO. M L ___________________________________________________________ ..::::::::::::::. __ ~~~;;;;:~~~~;;;;;;;:~~ENOl=NEER==OF=WOR=K~===R:::EVl=Sl=O=N=D=ES=CR::IP:TI:O::N=====Olll=ER=N'P=RO/,IL===CITY=APPROVAL===~=H=KD=BY=;~~f:-===c=.=T=.=o=o=-=2=0==4=1=8=6L=:!J~";-DRAWN BY: O.O.,W.M., C.E. --CX) ' / -~r \ \ \ \ \ '\ \ \ I I \ \ I \ I \ I I \ \ \ , \ -\ \ \ I \ I \ LOT5 OPEN SPACE \ I I I ~ \ \ X X X X X X X X X "-_AAf<><.,._ X X X X X X xx xxxx X X CURB SIDEWALK ROW SEE SHEET #40 FOR PLANTING DETAILS, LEGEND, AND NOTES SEE SHEET #41 FOR PLANTING SPECIFICATIONS LOT2 NATIVE GRASSLAND _ ___,. REVEGETATION AREA APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. o' 10' 20' 40• ,----- ' I I I I "AS-BUILT " ---EXP. ___ DATE REVIEWED BY: ~~-------N.T.S. AOL KEYMAP INSPECTOR DATE ~ PLANNING --fsREE17j CITY OF CARLSBAD II SHEETS I w ASSOCIATES__ t---+---+------------+---t--+--+---; LfilLJ _ PLANNING DEPARTMENT . 41 o.. ---------l---+---+------------+----+--+----+---1 ~ L.. A. N D P L.. A N N I N G LANDSCAPE PLANTING PLAN FOR: 0.. L..ANDSCAPE ARCHITECTURE 1---+----l-------------+---+---+---t---; FOX MILLER PROPERTY a: ~9A7: t:A:~ ;TRCE~~• 9S~I~\ ~ -~ CMWD XX Q60)7%9-8637 FAX:Q60)729-8324 ::i:, 10129/04 oa,ao/05 1----+---+-------------+---+--+---+-----1 _iw:ti~.£._~L__ ______ Jl-9--QS: x0' ____ _.;_____ ASSISTANT Pl.ANNING DIRECIOR DATE 20327 U.. 0,4.TE: JOB NO: SCALE: OWN BY: __ PROJECT NO. DRAWING NO. '<t 1' ~ 20' DATE IIITW.. REVISION DESCRIPTION 1-=-DA=JE__,__l=NITW.:=_1-=DA,TE=--'--'I=NllW.=-i CHKD BY:__ C T 00 20 4186L .... L---------------------------------------------------~::::==::~--~oRA~w=N::BY::: :;;:;~o~.D~-,w~.M~--~C-~E.:;;:;:;;:;~ENG1:;:NEER=:CJF::WORK:==:;;:;:;;:;::::::::;;:;:;;:;:;;:;=====OTH=ER:APPR:=av.;:N.:=;:cnv::;:APPROVAL:;::::;=:FNN=:D:;BY;:::=:==:=:::•=•==-=:=:=:=::=:::!J ~ I .'. ,. //7ll. ' y(' ://'w ---c,~vx/ X ~ X X X X XX ) X X X X X X X X / X X \ _ X X X X X X X X X X X X / xxxx½ X ~X X X _y.,.,-___- APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. ROW -------- I o' 10' 20' 40' ---PALEONTOLOGY/GEOLOGY NATURAL VIEWING SITE SEE SHEET #40 FOR PLANTING DETAILS, LEGEND, AND NOTES SEE SHEET #41 FOR PLANTING SPECIFICATIONS ' DECOMPOSED GRANITE PATH 3" DEPTH WllltPRE-EMERGENT HERBICIDE "------PALEONTOLOGY/GEOLOGY NATURAL VIEWING SITE C ~ V/l3UJl&:r #/ff:1!? ~ tJt? l"!NAJ1'A1,t/e-D ~b-rl't!le ,41./p /Al A-MA#,f/~ -n t'eJWtr tW/Al::¥/f'/N/'-,FP //MI/J/r/T( tl'J 7fltJ ~40~) '----PALEONTOLOGY/GEOLOGY NATURAL VIEWING SITE "AS-BUILT " ---EXP. DATE ~~-··----N.T.S. REVIEWED BY: ADL h KEYMAP INSPECTOR DATE ~ PLANNING ====:11111-~ I CITY OF CARLSBAD 11 SHEEIB I ffi ASSOCIATES :,m. 1-----t----t---------------1---r----r-----i----1 ~. PLANNING DEPARTMENT . 41 ~ LAND PLANNING LANDSCAPE ARCHITECTURE 1-----t----t---------------j--r--r----j----1 2979 STATE STREET. SUITE C CARLSBAD. CA. 92008 0BD)721·88J7 FAX:06~729-8324 LANDSCAPE PLANTING PLAN FOR: FOX-MILLER PROPERTY CMWD XX 0:: ll. a: ~ ...J ~ - DA-JE_: ___ 1_0/2_W_~ ____ ~--J--J-------------r---r--r--r-7 ~~1=';..,_JVJ4.-==,------j/-~~ Xir' ASSISTANT PLANNING DIRECTOR -•~ JOB NO: 20327 OWN BY: __ , PROJECT NO. DRAWING NO. LO DATE INITIAL DATE INITIAL DATE INIIW.. CHKDBY: __ l CT 00 20 4186L ,- ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CIIY APPROVAL RVWD BY: • • -a. D.D .• W.M., C.E. ....I -:=;;;;;;;;;;:..!=======================.i SCALE: 111 = 20' DRAWN BY: -.. • ) 0 0 2:)--------ll 31)---.... r,ff @ TREE STAKING (!)e---Jl\,/1 ©--·• N.T.S. 0 PREVAILING WIND AXIS PARALLEL TO STAKES ® 2' DIA. 10' PINE LODGE POLE STAKE ® TREE TIES (3) (SEE SPECIFICATIONS) © FINISH GRADE ® Tl1EE PLANTING PER DETAIL 'E' I':'\ flOOTMU.. SET CRCM'N 1• \.!I A!IOVE GRADE @ ANISH QRADE ~ FERTII.J2ER TABLET \::!,I PER SOILS REPORT © Pt.ACE AOOTBALLOVEA NATIVE SUOORADE ® 2" BASIN BERM FOR 8-tRUB8 4" BASIN BERM FOR TREES @ SLOPE PLANTING 4i,---. i -,ffi I iii' ljnl-1 !JmUJL'Y ®-= --- © @ <D CONCRETE CURB <D '----'6 AMl!:NDEO !5ACKFILL (SEE SPECFIO\TIONS] 2% st.OPE (AWA.V FROM TAUI\IQ CONTAl,IER DEPTl-1 {12" MIN. FOR LINERS) 2X CONTAINER DIA. {12' MIN. FOR LINERS) N.T.S. ,----© ® CURB OR PAVING (!) RUBBER GARDEN HOSE (D 2' X 4' X 3'-0' LONG RWD. DEADMEN ® FINISH GRADE © ROOT BARRIER (SEE PLANTING ([) GALVANIZED TURNl3UCKLE ([) 2-0" MINIMUM @) 12 GA. GALVANIZED WIRE (DO NOT SPLICE) 3/8' OR 5/16' O.D. X .062Wf. POLYETHYLENE TUBING BY WARD MFG. (714) 631-5055. PAINT TUBING REMOTE #1UM19A BY AMERITONE PAINT @ FINISH GRADE (!) TREE PLANTING PER DETAIL 1' NOTE: MIN. 3 GUYS PER Tl1EE @) TREE GUYING (j) ROOTBAll, SET CROWN 1" ABOVE GRADE {[) FINISH GRADE (D FERTILIZER TABLET PER SOILS REPORT © PLACE ROOTBALL OVER NATIVE SUBGRADE {[) 2' BASIN BERM FOR SHRUBS 4' BASIN BERM FOR TREES N.T.S. ,----------(9 ,----15 6 >a,"'-m~~.:s--{s I . , (D LAYER OF MULCH (SEE PLANTING SPECIFICATIONS FOR DEPTH) MAINTAIN 3' FROM TRUNK (!) 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. ® PLANTING HOLE • 2 Tif..ES BOX SPECIFICATIONS.) ROOT BARRIER SHALL BE LOCATED PARALLEL WIDTH TO ALL PA\ING SU'IFACES AS REQUIRED © ROOIBALL • SET CROWN 2' SUBMIT SAMPLE TO CITY INSPECTOR FOR ABOVE GRAD£ APPROVAL PRIOR TO INSTALLATION © BACKFILL (PER SPECIFICATIONS) @) MULCH IF REQUIRED, SEE PLANTING © PLACE ROOIBALL OVER NATrJE SUBGRADE ® ROOT BARRIER HYDROSEED MIXTURES SPECIFICATIONS N.T.S. HYDROSEED MIX "A" -ORNAMENTAL SLOPES FACING STREETS BOTANICAL NAME COMMON NAME MIN.% PURITY/GERMINATION ESCHSCH0121A CALIFORNICA CALIFORNIA POPPY 98/75 GAZANIA 'PIXIE DWARF WHITE' GAZANIA 90/ 40 LJNARIA MAROCCANA BABY SNAPDRAGON 98/80 LOBUlARIA MARITIMA 'CARPET OF SNOW CALIFORNIA POPFY 98/75 HYDROSEED MIX 'B" -NATURALIZING SLOPES FACING NATIVE AREAS BOTANICAL NAME COMMON NAME MIN.% PURITY/GERMINATION ARTIEMISIA CALIFORNICA CALIFORNIA SAGEBRUSH 15/60 CAMISSONIA CHEIRANTHIFOUA BEACH EVENING PRIMROSE 90/80 CLARKIA PURPUREA WINECUP CLAR1<1A 90/80 COLLINSIA HETEROPHYLLA CHINESE HOUSES 98/90 ENCEUA CALIFORNICA CALIFORNIA ENCEUA 40/60 ERIODICTYON CRASSIFOLIUM THICK-LEAVED VERBA SANTA 40/40 ERIOGONUM FASCICULATUM COMMON BUCKWHEAT 50/20 ERIOPHYLLUM CONFERTIFLORUM GOLDEN YARROW 30/70 ESCHSCHOLZIA CALIFORNICA CALIFORNIA POPPY 98/80 LASTHENIA CALIFORNICA DWARF GOLDFIB.DS 70/50 LUPINUS SUCCULENTUS ARROYO LUPINE 98 I 86 MIMULUS AURANTIACUS AURANTIACUS STICKY MONKEY FLOWER 2/60 PHACELIA PARRY! PARR'"S PHACELIA 95/80 PIANTAGO INSULARIS PI.ANTAIN 98/75 SALIIA APIANA WHITE SAGE 70/30 SALVIA MELUFERA BLACK SAGE 70/50 SISYRINCHIUM BB.LUM BLUE-EYED GRASS 95/75 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 1.0 33.9 ~ MITIGATION PLANTING . ~ ALL DIEGAN COASTAL SAGE SCRUB AND GRASSLAND MITIGATION PLANTING SHALL BE COMPLETED UNDER THE DIRECT SUPERVISION OF THE !""l PROJECT BIOLOGIST PER THE HABITAT RESTORATION AND MITIGATION PlAN FOR DIEGAN COASTAL SAGE SCRUB, VALLEY NEEDLEGRASS, WITH l..'.'......'.' THl1EAD-LEAVED BRODIAEA. AND SOUTHER WILLSCRUB WETLAND FOR THE FOX PROPERTY CARLSBAD, CALIFORNIA PRODUCED BY RECON E.3 E.3-1 E.3-1.1 PLANTING NOTES 1. THE PLANTING PLAN IS DIAGRAMMATIC AND SHALL BE USED AS A GUIDE FOR SETTING OUT PLANTS. PRIOR TO PLANTING, lHE 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 HEALlH. 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 CONIBATOR 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 OTHER DEBRIS IN PLANTING AREAS. RAKE AND FINE GRADE ALL PLANTING AREAS PRIOR TO COMMENCNMENT OF PLANTING OPERATIONS. 7. PLANTING PITS SHALL BE lWICE lHE CONTAINER WIDTH AND OF EQUAL DEPlli. 8. PLANTING PITS AND PLANTERS SHALL BE BACKFILLED WITH EXISTING SITE SOIL AND 1/4 ~ 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 AT THE FOLLOWING RATES: GROUNDCOVER-(5 GRAM 20-10-5 TABLEl) 1 GAL.SIZE-1 TABLET 15 GAL.-5 TABLETS 36' BOX-10 TABLETS 5 GAL. SIZE-3 TABLETS 24" BOX-8 TABLETS 48'' BOX-12 TABLETS 10. STAKE 5 GALLON AND DOUBLE STAKE 15 GALLON AND 24" BOX TREES. GUYING 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 TREE 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 ~ 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 THE 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. AFfER ROUGH GRADING, CONTRACTOR SHALL TAKE SOIL SAMPLES FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY THE CITY). THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING: A. ORGANIC MATTER CONTENT B. N.P.K C.PH D.ED E. SOIL TEXTURE (SILT, CLAY, SAND) F. RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY l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• 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 VEAR). 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 MAnJRE SIZE). D. STANDARD #4 • TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PLANT PER TWO HUNDRED (200) SQUARE FEET. E.3-1.2 E.3-1.2.1 A. AREAS OF APPLICATION (PLANTING) SLOPES 6: 1 OR STEEPER AND: 3 FEET OR LESS IN VERTICAL HEIGi-IT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE A MINIMUM STANDARD# (COVER CROP AND JUTED). B. 4 FEET TO 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, AND #3 . C. IN EXCESS OF 8 FEET IN VERTICAL HEIGi-IT REQUIRE STANDARDS #1, #2, #3 AND #4. E.3-1.2-2 SPECIALCONDlllONS E.3-1.2-2.1 AREAS GRADED Fl.ATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. C. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. E.3-1.2-2.2 AREAS TO BE HYDROSEEDED SHALL FIRST BE DISKED OR ROTOTILLED TO PROVIDE A FRIABLE, LOOSE SEEDBED. TREES-SYM_oo_L __ s_IZE __ ooi:_AN_10L_N_AM_E _______ ro_M_oo_NNAM_E ___ N□_TE_s ______ _ *r~W..,flIH.uu....cWcc:OS=H"'-ING'-"TD=NIA""F-"11.FERA='------"CAU"""FORNll!lll!IAnJF"'ANwPcc~..,___,s>LirnEawET..uJBEEwaa. _____ _ 24' BOX Fl:US RUBIGINOSA RUSTY LEAF FIG SCREEN D 0,_.Su;' BllilllL_uWOIJ'/EJ)1&Uau,u,/Au,Bl1C1E\41IRCw,Au,TA,__ ____ _!:aFO~XT~Al~LP;::AI.Ma::_ __ -.illSFC;!,lflNflARYaJ.1m.Jf;JlNT.u;II(11-__ ,. __ ~ & BjJj ARCHQNTQPl:IOENIX PURPUFEA MT. LEWIS ~NG PALM SECONDARY ENTRY -----2Q BJtt PHOENIX CANARIENSIS CANARY ISLAND DATE PALM PRIMARY ENTRY PLATANUSACEl1FOUA 'COLOMBIA' LONDON PLANE TR • 15 ®. QOTJNUS CQOOYGRIA EQYAL PUJP\E SMOKETREI; W,KSU)fE BRONZE L.OQUAT CALIFORNIA SYCAMORE ~:::::::l::~..J1:..WJJ.__,5BQHjQ0!:1]NTilf!j!lliJ!Jill!tili!!~!M!At!L_!K!:!:~G!!_JP~AI.M~---_mmllll!ll~!lL---- PLATIJS RACEMOSA KOELREUTEIIIA B~PINNATA GOIDENRAIN TREE C~NAMONIUM CMfPHORA CAMPHOR TREE FICUS IJICROCARPA INOIAN LARUAL FIG SHRUBS S'/MBOL SIZE ElOTANICALNAt.E roMMOONAME NOTES @)1---'5"'(',Al"--'PHC=R""M"'IUM"-TEN=AX""A"'TRDP=U""R'-'PU::.:REA=U __ ..;N.::EW=lEA;;;LAN=O-'-FLAX=--"SA!,i.KOJWll-'P_,.C...ocSPuAr....,ING).,,_ ___ _ )f 5 GAi PttPBMH IMJENAXYAfHEGATA NfW ZEAi AND A AX 5AI K «r QC fPACING) @)1---.uHlA..,..I _._.pH_..OR...,M.,.ff.,.IMicu.f .. NA,.X_..Ol ... 1$.,,l('(u.C,..HI .... 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IJA,,,L~..,,KN"'IP,,HQ,<,:F.,IA ________ ,.RED=~lOT=PO,,iKe,:ERL_ _ _t:Jl'AR:>llllil\WlllAYLlS>LII O.1tPfi.Su.(3P'l!UlP.i,i.G.;;SP~•1.i11CIN~G)iL. ~ BIRO OF PARADISE PARKWAY SLOPES II 1 GAi ARh5TIQA Pl /BPI !BEA PURPLE SEED fABKWAY SI OPES ro a C SPAfflOO\ ~~-.:.1 GA=.L _,_P,eEN"-'Nl"'SETU=M'-"S"'ET""AC"'EU,,,M,..c'RU:seB""R"'Ull,__ __ _.cF..:.OU::.Nl'.c;.Al;::;Nc::G:.:.RASS::.::..._--.1:Pa.AR"'KW"'Au.Y""SL1,aOPES:w,(3""11'_.0,..C,..Sir,PAC.,_l.,.N0;u.) _ J:::❖%i]--'1 ~1JAL.,_J~~~~~~•~aro-a1~E~ ..... ------~==1A,_ ___ Je~AB~IIW~A~x~s,~QPF~~~m.....,o~c~s~M~r.~100~1- GROUNDCOVER SYMBOL SIZE BOTANICALNAME COMMON NAME NOTES * * 1: :~1-s=E=ED~~m~o~~~E~E~DM~IX,__ ______ ~~=ROS-EE~P~--~~~N~UF~ACTU=~=S~L~=~IEVEG=·~- . · SEED NASSELLA SPECIES NEEDLE GRASS I·:.: •·~I --'S""EEDs,e__...,.Ml..,/H.,,IE~Nll .. ERu,,~.,,A.,_,RI .. GE_.,NS.._ ____ _,,DEe,E!.!.RG,.RAS=S ___ _,,SO%=EAC=Hc,RE,!!IE,.,_NTIO=N""BA-"'S~,.,_ __ 1 IJAL FALSE HEATHER PARl<WAY SLOl'ES 30' 0.C. SPACIN FLATS MYOPOIIUM PA™FOUUM 1'ROSTRATUM' PROSTRATE MYOPORUM PARKWAY 12' 0.C. SPACING FLATS ROSMARINUS OFFK;INAUS 'PROSTRAJUS PROSTRATE ROSEMARY PARKWAY (12' O.C. SPACING) FLATS AREX GlAIJCA BLUESEDGE PMOONAY 12'D.C.SPACING ALL SHRUBS AND GALLON CONTAINER PLANTINGS SHALL BE UNDERPLANTED WITH FLATTED GROUNDCOVER THAT SHALL BE MYOPORUM AT 12" O.C. PER MANUAL. TYPICAL OF ALL SHEETS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. "AS-BUILT " EXP. DATE REVIEWED BY: INSPECTOR DATE ~ AOL -L PLANNING ====a. ASSOCIATES---•===■ ~ CITY OF CARLSBAD ~ 1-----1--+----------------1----1----1----1----1 ~ PLANNING DEPARTMENT LJ.1_J ::::::==:'..::::::================-'=== w ll.. 0 a: ll.. 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:(160)729-8324 DATE: 10/29/04 06/30/05 JOB NO: 20327 LANDSCAPE PLANTING DETAILS, LEGEND, NOTES FOR: a: ~ FOX-MILLER PROPERTY CMWD XX ...I ::i: ~~.Jk'M ______ L~9-oS x ASSISTANT PLANNING DIRECfOR DATE f2 SCALE: DATE IN111AL OWN BY: ---PROJECT NO. DRAWING NO. ,A N.T.S. DATE INnw. [lj\T£ INl11AL. CHKD BY· C T 00 20 ~ L-----------------------------------------------------------------------~==--~-........ ;oRA;;wN;. i8fi~;:;:~D~.D~-,w~.;M~.,~c;.E~-;:;:=.~ENGJ:=N:EER::or:;::WORK:=~===:R:EVl=S:IO:N=D:E:S:C:R: 1 :PT:l:O:N====~OTHER;:::::N>P::ROVAL::~::::ci:w:, ::APPROVAL:::::::!:::RVWD::::BY::; §~~~~:=:::::· =· ::::-::::::::4:1:8:6:L::=:~ ~ --Ol I 6' r-- ::; [l_ I 0 _, / m 0 u / l'- N "' 0 N / (/) f-u w ---, 0 O'. [l_ / (/) LANDSCAPE PLANTING SPECIFICATIONS -LANDSCAPE WORK PAITT 1 -GENERAL 1.1. RELATED DOCUMENTS 1.1.1. DRAWINGS AND GENERAL PRO\JlSIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DMSION 1 SPECIFICATION SECTIONS, APPLY TO IHIS SECTION. 1.1.2. CITY OF CARLSBADS LAl,DSCAPE MANUAL. 1.2. SUMMARY 1.2.1. 11-IIS SECTION INCLUDES PROVISIONS FOR THE FOLLOWING ITEMS: 1.2.1.1. TREES. 1.2.1.2. SHRUBS. 1.2.1.3. PLANTS. 1,2, 1.4. GROUNDCOl/ER, 1,2.1.5. SCHL M1ENDMENTS. 1,2, 1.6, ANISH GRADING. 1.2.1.7. MAINTENANCE PEl110D. 1.2,2. RELATED SECTIONS THE FOLLOWING SECTIONS OONTAIN REQUIREMENTS 11-IAT RELATE TO THIS SECTION. 1.2.2.1.. UNDERGROUND SPRINKLER SYSTEM IS SPECIFIED IN DMSION 2 SECTION, AS A RECLAIMED WATER IRRIGATION SYSTEM 1.3. QUALITY ASSURANCE 1.3.1. 11-IE CONTRACTOR SHALL SPECIALIZE IN LANDSCAPE WORK AND POSSESS ALL LICENSES AND PE11MITS REOLnREO TO PERFORM THE WORK INCLUDING PEST CONTROL APPLICATOR'S ANO 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 AUTI-IORITIES. COMPLY WITH REGULATIONS APPLICABLE TO LANDSCAPE MATERIALS. 1.3.2.2. DO NOT MAKE SUBSTITUTIONS, IF SPECIAED LANDSCAPE MATERIAL IS NOT OBTAINABLE, 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 MANUFACMER'S CERTIFIED ANALYSIS. FOR OTHER MATERIALS, PROVIDE ANALYSIS BY RECOGNIZED LABORATORY MADE IN ACCORDANCE WITH METHODS ESTABLISHED BY THE ASSOCIATION OF OFFICIAL AGRICULTURE CHEMISTS, WHEREVER APPLICABLE. 1.3.2A. TREES, SHRUBS, AND PLANTS: PROVIDE TREES, SHRUBS, AM:l PLANTS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY SHOWN AND SCHEDULED FOR LANDSCAPE WORK AND COMPLYING WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 '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. 1.32.5. WHERE FORMAL ARRANGEMENTS OR CONSECUTIVE ORDER OF TREES OR SHRUBS ARE SHOWN, SELECT STOCK FOR UNlr-ORM HEIG-IT AND SPREAD. 1.3.2.6. SELECTION: 11-IE LANDSCAPE ARCHITECT MAY CHECK TREES AND SHRUBS EITHER AT PLACE OF GROWTH OR AT SITE BEFORE PLANTING, FOR COMPLIANCE WITH REQUIREMENTS FOR GENUS, SPECIES, VARIETY, SIZE, AND QUALITY. THE CONTRACTOR SHALL SUBMIT PHOTOGRAPHS TO LANDSCAPE ARCHITECT OF TYPICAL TREES (15 GAL. AIND LARGER CONTAINER SIZES) FOR LANDSCAPE WORK. LANDSCAPE ARCHITECT RETAINS RIGHTTO FURTHER CHECK TREES AND SHRUBS FOR SIZE AND CONDITION OF BALLS ANO ROOT SYSTEMS, INSECTS, INJURIES AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATEl11AL AT ANY TIME DURING PROGRESS OF WORK. CONTRACTOR SHALL REMO\IE REJECTED TREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE. 1.4. SUBMITTALS 1.4.1. GENERAL: SUBMIT 11-IE FOLLOWING IN ACCORDANCE Wl11-I CONDITIONS OF CONTRACT A~ DIVISION 1 SPECIFICATION SECTIONS. 1.4.2. PLANT AND MATERU\L CERTIFICATIONS: 1.4.2.1. CERTIRCATES OF INSPECTION AS REQUIRED BY GOVERNMENTAL AUTHORITIES. 1.4.2.2. MANUFACTURER'S OR VENDOR'S CEl1TIFIED ANALYSIS FOR SOIL M1ENDMENTS AND FERTILIZER MATERIALS. 1.4.2.3. LABEL DATA SUBSTANTIATING 11-IAT PLANTS, TREES, SHRUBS AND PLANTING MATERIALS COMPLY WITH SPECIFIED REQUIREMENTS. 1.4.2.4. SEED VENOOl!S CERTIFIED STATEMENT FOR EACH SEED MIXTURE REQUIRED, STATING BOTANICAi. 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, 11-IIE CONTRACTOR SHALL TAKE ONE REPRESENTATIVE SOIL SAMPLE FROM EACH lllfFERENT 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 PflESENT ATTHE SITE. 1.4.3.2. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY PRE-APPROl/ED BY THE CITY. TESTS SHALL INDICATE ORC',ANIC MATTER CONTENT; N, P, K; PH; EC; SOIL TEXTURE; RECOMMENDATIONS FOR AMENDMENTS, LEACHING, HYOROSEEDING, SOD LAWN, SEED LAWN, ACID LOVING PLANTS AND MAINTENANCE FERTILIZATION. 1.4.3.3. SOIL TEST RESULTS ANO RECOMMENDATIONS OF THE LABORATORY SHALL BE SUBMITTED TO 11-IE CITY OF CARLSBAD INSPECTOR AND THE LANDSCAPE ARCHITECT FOR INCORPORATION MO THE PLANS. TEST RESULTS MUST BE R~EWED AND APPROVED PRIOR TO SOIL AMENDING. 1.4.3.4. PRODUCTS SPECIFIED BY PRODUCT NAME BY THE SOLS TESTING LAB IN 11-IE RECOMMENDATIONS MAY BE SUBSlTT\/TED WITH 'OR EQUAL' PRODUCTS APPROVED BY THE OWNEF'S REPRESENTATIVE. 1.5. DELIVERY, STORAGE AND HANDLING 1.5.1. PACKAGED MATERIALS: DELIVER PACKAGED MATERIALS IN CONTAINERS SHOWING WEIGHT, ANALYSIS, ANO NAME OF MANUFACTURER. PROTECT MATERIALS FROM DETERIORATION DURING DELIVEFY, AND WHLE STORED AT SITE. 1.5,2. TREES AND SHRUBS: DO NOT PflUNE 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. PRCVIDE PROTECTIVE COl/ERING DURING DELIVERY. 1.5.3. DO NOT REMOl/E CONTAINEl1-GROWN STOCK FRCM 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 WIHICH WILL AVOID POSS IDLE DAMAGE TO UTILITIES. HAND EXCAVATE, AS REQUIRED. MAINTAIN GRADE STAKES SET BY OTHERS UNTIL REMOVAL IS MUTUALLY AGREED UPON BY PARTIES CONCERNED. 1.6.2. EXCAVATION: WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE ENCOUNTERED, SUCH AS 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. WOFK SIHAll BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. 1.7.2. COORDINATION WITH GROUNDCOVERS: PLANT TREES AND SHRUBS AFTER FINAL GRADES ARE ESTABLISHED AND PRIOR TO PLANTING OF GROUNDCOVERS, UNLESS 011-IERWISE APPROVED BY LANDSCAPE ARCHITECT. IF PLANTING OF TREES AND SHRUBS OCCURS AFTER GROIJNDCOVER PROTECT GROUNDCOVER AREAS ANO PROMPTLY REPAIR DAMAGE TO GROUNDCOVERS RESULTING FROM PLANTING OPERATIONS. 1.8. SPECIAL PROJECT WARRANTY 1.8.1. WARRANTY LAWNS ANO GROUNDCOVERS THROUGH SPECIF1ED MAINTENANCE PERIOD, AND UNTIL FINAL ACCEPTANCE. 1.8.2. 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, AGAINST DEFECTS INCLUDING DEATH, POCA GROWTI-1 OR FCRM 1.8.4. REMOVE AND REPLACE TREES, SHRUBS, OR OTHER PLANTS FOIJND TO BE DEAD OR IN UNHEALTHY CONDITION 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 ADv1SABLE TO EXTEND WARRANTY PERIOD FOR A FULL GROWING SEASON. 1,8.5. ANOTHER WARRANTY SITE OBSERVATION v1SITWILL BE CONDUCTED AT END OF EXTENDED WARRANTY PERIOD, IF ANY, TO DETEl1MINE ACCEPTANCE OR REJECTION. REQUIRED REPLACEMENTS SHALL BE FURNISHED, AND PLANTED AS ORIGINALLY SPECIFIED. PART 2 -PRODUCTS 2.1. SOIL AMENDMENTS 2.1.1 ORGANIC SOIL AMENDMENT SHALL BE A BLENDED COMMERCIALLY PROCESSED SOIL CONDITIONEl1 CONSISTING OF AN ORGANIC-BASED CONDITIONER, PREPARED BY MIXING A LIGHT, FRIABLE, SILICEOUS MATERIAL WITH NITROGEN-FORTIFIED, FINELY GROUND BARK, WOOD CHIPS A~/OR SAW DUST. 11-IE MATERIAL SHALL CONTAIN A LONG-IASTING FORM OF IRON AND SHALL BE WILBUR-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 IN~(619) 744-0942. SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERYTO S11 <. 2.1.3. COMMERCIAL FERTILIZER: COMPLETE FERTILIZER OF NEUTRAL CHARACTER, PER THE SOIL TEST RECOMMENDATIONS. 2.1.4. PLANT TABLETS: 2.1.4.1. GROUNDCOVER AGRIFORM 5-GRAM (20-10-5) BLUE CHIP TABLETS. 2.1.4.1. SHRUBS AND TREES: AGRIFORM 21-GRM1 (20-10-5) BLUE CHIP TABLETS. 2.1.5. lflON SULFATE, IRON SHALL BE EXPRESSED AS METALLC-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 (CAS04H20) CALCIUM SULFATE 94.3 SHALL PASS A 50 MESH SCREEN. 22. PLANTING BACKFILL MIX 2.2.1. PLANTING BACKFILL SHALL BE A 11-IOROUGHLY BLENDED MIXTIJRE OF EXCAVATED SOIL FROM THE PITS AND SOIL AMENDMENTS AT 11-IE RATE RECOMMENDED IN 11-IE SOIL TEST RESULTS. 2.3. PLANT MATERIAL 2.3.1. QUALITY: PROVIDE TREES, SHRUBS. AND OTHEl1 PLANTS OF SIZE, GENUS, SPECIES, ANO VARIETY SHOWN AND SCHEDULED FOR LANDSCAPE WORK ANO COMPLYING WITH RECOMMENDATIONS AND REQLnREMENTS 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 CONTAINEl1 FOR AT LEAST SIX MONTI-IS, BUT NOT OVEl1 TWO YEARS. NO CONTAINER PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EARTH, WHEN TAKEN FROM THE CONTAINEl1, SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES WITH DAMAGED ROOTS OR BROKEN RALLS SHALL BE PLANTED. 2,3.3, TREES: PROVIDE TREES OF HEIGHT AND WIDTH SCHEDULED OR SHOWN ANO WITH BRANCHING CONRGURATION RECOMMENDED BY ANSI Z60, 1 FOR TYPE AND SPECIES REQUIRED, UNLESS OTHERWISE SPECIFIED QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK SHOWN ON DRAWINGS. PROVIDE SINGLES fEM TREES EXCEPT WHERE SPECIAL FORMS ARE SHOWN OR LISTED. 2.3.4. SHRUBS PROVIDE SHRUBS OF 11-IE HEIGHT AND WIDTH SHOWN OR LISTED REQUIRED BY ANSI Z60.1 FOR lYPE AND HEIGHT OF SHRUB REQUIRED. 2.4. GROUNDCOl/ER MATERIALS 2.4.1. SEED: PROVIDE FRESH, CLEAN, NEW-CROP SEED COMPLYING WITH TOLERANCE FOR PURITY AND GERMINATION ESTABLISHED BY OFFICIAL SEED ANALYSTS OF NORTI-1 AMERICA. PROv1DE SEED MIXTURE COMPOSl'D OF SEED SPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, GE RMI NATION, AND MAXIMUM PERCENTAGE OF WEED SEED, AS SPECIRED IN THE 'SCHEDULE OF SEED MIXTURES' INDICATED ON PLANS. 2.4.2. PROVIDE GROUND COVER PLANTS ESTABLISHED AND WELL ROOTED IN FLAT REMOVABLE CONTAINERS AND WITH NOT LESS THAN MINIMUM NUMBER AND LENGTH OF RUNNERS REQUIRED BY ANSI Z60.1 FOR 11-IE POT SIZE SHOWN OR LISTED. 2,5. HYDROSEED COMPONENTS AND ADDITIVES 2.5.1. MATERIALS: ALL MATERIALS SHALL BE STANDARD, APPROVED, FIRST GRADE QUALITY ANO IN PRIME CONDITION WHEN INSTALLED. ALL COMMERCIAL PROCESS OR PACKAGING MATERIAL SHALL BE DELIVERED TO THE SITE IN THE ORIGINAL UNOPENED CONTAINERS BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS. 2.52. BINDER -AZ-TAC OR EQUAi.. 2.5,3, CELLULOSE FIBER MULCH· WEYERHAEUSER 'SILVA-FIBER' OR EQUAL. 2.6. MISCELLANEOUS LANDSCAPE MATERIALS ., 2.6.1. STAKING MATERIAL: STAKES SHALL BE OF LODGEPOLE PINE. THESE SHALL BE STRAIGHT SHAFTS, SHAVED AND CUT CLEAN AND BARE OF BRANCHES ANO STIJBS, OF UNIFORM THICKNESS WITH A MINIMLt1 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 vn. CINCH-TIE OR APPROVED EQUAL. 2.6.3. GUY WIRES: 12 GAUGE GALVANIZED WIRE. 2.6.4, GUY WIRE HOSE: 318' OR 5/16' X .062' Wf POLYETHYLENE TUBING BY WARD MFG., (714) 631-5055. 2.6.5. ROOT BARRIERS: COPOL YMEl1 POLYPROPYLENE, INJECTION MOLDED, .00011-IICKNESS ROOT BARRIEl1 AS MANUFACTURED BY DEEP ROOT CORPORATION, (800) 458-7668. USE MODEL UB 24-2 ADJACENT TO CURBS AND PAVING SURFACES. USE MODEL UB 36-2 ADJACENT TO RET.~INING WALLS AND BUILDING FOOTINGS. PART 3 -EXEaJTION 3.1. PREPARATION· GENERAL 3.1.1. ALL ROCK AND OTHER GROWTH OR DEBRIS ACCUMULATED DURING 11-IE DURATION OF THE PROJECT SHALL BE REMOVED FROM THE SITE. 3.1.2 GRADING AND SOIL PREPARATION WORK SHALL BE PERFOFIMED ONLY DURING THE PERIOD WHEN BENEFICIAL AND OPTIMUM RESULTS MAY BE OBTAINED. IF THE MOISTURE CONTENT OF 11-IE SCHL SHOULD REACH SUCH A LEVEL 11-IAT WORKING IT WOULD DESTROY SOIL STRUCTURE, SPREADING AND GRADING OPERATIONS SHALL BE SUSPENDED UNTIL 11-IE MOISTURE CONTENT IS INCREASED OR REDUCED TO ACCEPTABLE LEVELS AND THE DESIRED RESULlS ARE LIKELY TO BE OBTAINED. 3.1.3. ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS AND 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 FULRLL INTENT OF DRAWINGS. CERTIFY ANY CLARIFICATION'S WITH THE LANDSCAPE ARCHITECT. ADEQUATELY STAKE, BARRICADE, AND PROTECT ALL IRRIGATION EQUIPMENT, MANHOLES, UllLITY 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 11-IE TOTAL AREA TO EACH OPERATION. IF 11-IE MINIMUM SOIL PREPARATION RATES OF APPLICATION HAVE NOT BEEN MET, THE LANDSCAPE ARCHITECT WILL REQUIRE AT NO COST TO OWNER. THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS 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 ANO SETTLED SURFACE GRADES; AND SHALL BE WITHIN PLUS OR MINUS 0.1 FOOT 01' THE SPOT ELEVATIONS ANO GRADE LINES INDICATED ON THE DRAWING. 3.2.3. MOLDING AND ROUNDING OF THE GRADES SHALL BE PROVIDED AT ALL CHANGES IN SLOPE WHERE REQUIRED BY THE LANDSCAPE ARCHITECT 3.2.4. ALL UNDULATIONS AND IRREGULARITIES IN 11-IE PLANTING SURFACES RESULTING FROM TILi.AGE, ROTOTILi.iNG AND ALL OTHER OPERATIONS SHALL BE LEVELED ANO FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED. 3.2.5. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND A\/OID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND 011-IER UNDERGROUND UTILITlES DURING HIS GRADING AND CONDITIONING OPERATIONS. 3.2.6. FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE 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 11-IOSE OF THE CIVIL ENGINEER'S DRAWINGS. FINAL GRADES SHALL BE ACCEPTABLE TO 11-IE LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN. 3.3. PREPARATION FOR PLANTING AREAS 3.3.1. SOIL CONDITIONING, FERTILIZING & ROTOTILLING: AFTER 11-IE PLANTING AREAS HAVE BEEN GRADED, APPLY SOIL AMENDMENTS AND INITIAL FEl1TILIZERS AS SPECIFIED IN All LAWN AND GROUND COVER AREAS WITI-1 A SI.OPE OF 3:1 OR FLATTER. All LAWN AREAS SHALL BE CROSS-RIPPED IN TWO DIRECTIONS TO A DEPTH OF 8 INCHES MINIMUM BELOW FINISH GRADE, 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 ROTOTILLING A MINIMUM OF TWC (2) ALTERNATING PASSES. TILL SOIL TO A HOMOGENEOUS MIXTURE OF FINE TEXTURE. FREE OF LUMPS, CLOOS, STONES, ROOTS AND OTHER EXTRANEOUS MATTER. GRADE SHALL BE RETURNED TO THE CONDITION OF THE APPROVED GRADING PLANS. 3.3.1.1. PRIOR TO PREPARATION OF UNGRADED AREAS DESIGNED TO BE LANDSCAPED, REMOVE EXISTING VEGETATION AND WEEDS. PROPERLY DISPOSE OF SUCH MATEl11AL OUTSIDE OF OWNER'S PROPERTY. 3.3.1.1.1. SOIL AMENDMENTS SHAll BE APPLIED ATTHE RATES RECOMMENDED BY 11-IE son. TESTING LAB. IHE FCLLOWING SCHEDULE IS FOR BIDDING PURPOSES ONLY. ADJUSTMENTS MAY BE NECESSARY. 3.3.1.1.1.1. ORGANIC M1ENDMENT 6 CU. YD. PER 1,000 SQ. FT. 3.3.1.1.1.2. IRON SULFATE: 20 LBS PER 1,000 SQ. FT. 3.3.1.1.1.3. GYPSUM: 120 LBS PER 1,000 SQ. FT, 3.3.1.1.1.4. PRE-PLANT FERTILIZER: 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 1,000 SQ. FT. 3.4. EXCAVATION FOR TREES AND SHRUBS 3.4.1. CONTAINER GROWN STOCK IN CANS SHALL BE REMOVED WITI-IOUT DISTURBING 11-IE ROOT BALL STOCK GROWN IN BOXES SHALL HAVE BOTTOMS REMOVED. ALL USED CONTAINERS SHALL BE REMOVED TO THE STORAGE AREAS OFI FROM 111E SITE. EACH TREE AND SHRUB SHALL BE PLACED IN 11-IE CENTER OF 11-IE HOLE AND SHAll BE SET PLUMB, REMOVE SIDES OF BOXES AND 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 CONTAINER WIDTI-1 ANO DEPTI-1. 3.4.1.2. DISPOSE OF EXCESS SUBSOIL REMOl/ED FROM PLANTING EXCAVATIONS. 3.4.1.3. ALL EXCAVATIONS FOR TREES ANO SHRUBS WITI-1 WATER ANO ALLOW WATER TO PERCOLATE OUT PRIOR TO PLANTING. 3.5. PLANTING TREES ANO SHRUBS 3.5.1. ALL PLANTS SHALL BE SET AT SUCH A LEVEL THAT AFTER SETTLING, THEY BEAR ONE INCH MOVE THE SURROUNDING FINISH GRADE AS THEY BORE TO 11-IE SOIL LINE GRADE IN THE CONTAINER. 3.5.2. PLANTING TABI.ETS SHALL BE PLACED IN EACH TREE AND SHRUB PLANTING HOLE AT THE FOllOWING RATE: 3.5.3. NO PLANT WILL BE ACCEPTED IF THE ROOTBALL IS BROKEN OR CRACKED, ErrHER BEFORE, DURING OR AFTEl1 THE PROCESS OF INSTAILLATION. 3.5.4. WATER BASIN SHALL BE FORMED AROUND EACH TREE AND SHRUB PER DETAIL ALL PLANTS SHALL BE 11-IOROUGHLY WATERED IMMEDIATELY AFTER PLANTING. 3.5.5. WHEN DIRECTED BY 11-IE LANDSCAPE ARCHITECT, CONTRACTOR SHALL PRUNE, THIN OUT, AND SHAPE TREES AND SHRUBS IN ACCORDANCE WITI-1 STANDARD HORTICULTURAL PRACTICE. PRUNE TREES TO RETAIN REQUIRED HEIGHT AND SPREAD. UNLESS 011-IERWISE DIRECTED BY LANDSCAPE ARCHITECT, DO NOT CUT TREE LEADERS, AND REMOVE ONLY INJURED OR DEAD BRANCHES FROM FLOWERING TREES, IF ANY. PRUNE TREES ANO SHRUBS TO RETAIN NATURAL CHARACTEl1. 3.5.6. REMOVE A~ REPLACE EXCESSIVELY PRUNED OR MISFORMED STOCK RESULTING FRCM IMPROPER PRUNING. 3.5. 7. STAKE TREES IMMEDIATELY AFTEF PLANTlNG, 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 STAKES SHALL BE DRIVEN IN PLUMB AND SEaJRE. SPECIAL CARE SHALL BE TAKEN fHAT THE DRIVING IN OF THE STAKE DOES NOT DAMAGE 11-IE TREE ROOTS OR ROOTBALL. TREE TIES SHALL BE FASTENED PER DETAIL. 3.6. HYDROSEEDING 3.6.1. INSPECTION OF CONDITIONS: BEFORE PROCEEDING WITH ANY WORK, THE HYOROSEEDING LAM:lSCAPE CONTRACTOR SHALL CAREFULLY CHECK PLANTING AREA CONDITIONS AND SHALL IMMEDIATELY INFORM fHE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS. NO WORK SHALL BE DONE ON ANY AREA WIHERE THERE ARE SUCH DISCREPANCIES OR WHERE CONDITIONS ARE UNSUITABLE FOR SUCCESSFUL PLANT MATERIAL ESTABLISHMENT UNTIL APPROVAL HAS BEEN GIVEN BYTHE LANDSCAPE ARCHITECT. 3.6.2, QUALITY OF WORK: THE HYDROSEEDING WORK SHALL BE PERFORMED BY A COMPETENTLY TRAINED INDIVIDUAL OR HYDROSEEDING COMPANY IN ACCORDANCE WITI-1 THE BEST STANDARDS AND PRACTICES RELATED TO THE TRADE. 3,6.3. SOIL PREPARATION: WATER ALL PLANTING AREAS THOROIJGHLY AND CONTINUOUSLY FOR THREE (3) CONSECUTIVE DAYS TO SATURATE UPPER LAYERS OF SOIL PRIOR TO HYDROSEEDING OPERATION. ALLOW 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 SLIRFACE 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 RESIDUAL MOISTURE WITHIN 11-IE FIRST 1/4 INCH OF SOIL SLIRFACE. 3.6.4. BEGIN THE HYDROSEEDING OPERATION ON ALL AREAS AS sPECIAEO HEREIN. 3.6.4.1. HYDROMULCHING APPLICATION AND PLANTING SCHEDULE: THE HYOROMULCHING SHALL BE APPLIED IN THE FORM OF A SLURRY CONSISTING OF ORGANIC SOIL AMENDMENTS, COMMERCU\L FERTILIZER, AND OTHER CHEMICALS CALLED FOR. WHEN HYDRAULICALLY SPRAYED ONTO THE SOIL, THE MULCH SHALL NOT FORM A BLOTTER LIKE MATEl11AL. THE SPRAY OPERATION MUST DE SO DIRECTED THAT THE SLURRY SPRAY WILL ALSO PENETRATE THE SOIL SURFACE AS TO DRILL AND MIX THE SWARY COMPONENTS INTO 11-IE SOIL, 11-IUS ENSURING MAXIMUM IMPREGNATION AND CO\IERAGE. 3.6.4.2. PREPARATION OF HYDROSEEDING MIXTURE: 11-IE SLUF1RY SHALL BE PREPARED AT 11-IE SITE AND ITS COMPONENTS SHALL BE MIXED TO SUPPLY THE RATES OF APPLICATION AS PER SPECIFICATIONS. 3.6.4.3. SLURRY PREPARATION SHALL BEGIN BY ADDING WATER TO THE UNK WHEN 11-IE ENGINE IS AT ONE-HALF THROTTLE. WHEN THE WATER LEVEL HAS REACHED THE HEIGHT OF TI-IE 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 11-IROTTUE SHALL BE OPEN TO FLnLL SPEED WHEN THE TANK IS 1/2 FILLED WITH WATER. ALL ORGANIC AMENDMENTS, FIBER, AND CHEMICALS SHALL THEN BE ADDED BYTHE TIME 11-IE TANK IS 2-1/3 TO 3/4 FUUL ATTHIS TIME THE SEED MIX SHALL ALSO BE ADDED. 3.6.4.5. SPRAYING SHALL COMMENCE IMME~ATELYWHEN THE TANK IS FULL AND 11-IE SLLIRRY IS MIXED. 3.6.5. APPLICATION THE OPERATOR SHALL SPRAY 11-IE AREA WITH A UNIFORM VISIBLE COAT USING 11-IE DARK COLOR OF THE CELLULOSE FIBER OR ORGANIC AMENDMENT AS A VISUAL GUIDE. THE SLURRY SHALL BE APPLIED IN A DOWNWARD DRILLING MOTION VIA A FAN STREAM NOZZLE. 3.6,6. TIME LIMIT: TI-E H'YDROMULCHING SLURRY COMPONENTS ARE NOT TO BE LEFT IN 11-IE HYDROMULO, MACHINE FOR MORE THAN TWO HOURS. IF SLURRY COMPONENTS ARE LEFT FOR MORE THAN TWO HOURS IN THE MACHINE, THE CONTRACTOR SHALL ADD 50 % MORE OF THE ORIGINALLY SPECIFIED SEED MIX TO ANY SLURRY MIX WHICH HAS NOT BEEN APPLIED WITHIN 11-IE TWO HOURS AFTER MIXING. THE CONTRACTOR SHALL ADD 75% MORE OF THE ORIGINAL SEED MIX TO ANY SLURRY MIXTURE WHIO, HAS NOT BEEN APPLIED EIGHT HOURS AFTER MIXING. ANY MIXTURE NOT APPLIED AFTER EIGHT HOURS SHALL BE REJECTED AND DISPOSED OF OFF-SITE AT CONTRACTOFIS EXPENSE. 3.6.7. PROTECTION: SPECIAL CARE IS TO BE EXE11CISED BY THE CONTRACTOR TO PREVENT ANY OF THE SLURRY FROM BEING SPflAYED ONTO ANY ADJACENT PROPERTY, ETC. ANY SLURRY SPRAYED ONTO THESE AREAS SHALL BE CLEANED OFF AT THE CONTRACTOR'S EXPENSE. 3.6.8. HYOROMULCHING SCHEDLA.E AS AN ADDEO PRECAUTION, THE HYDROSEEDED AREA SHALL BE PRESOAKED WITH WA TEA BY 11-IE IRRIGATION SYSTEM TO A DEPTI-1 OF THREE (3) INCHES 48 HOURS PRIOR TO THE HYDROSEEDING INSTALLATION. 3.6.9. APPLICATION RATES: CELLULOSE ABER -2,000 LBS/ACRE M-BINDER -140 LBS PEl1 ACRE SEED MIX-AS INDICATED ON DRAWINGS FERTILIZER: TURF AREA-(12-12-12)-400 LBS./ ACRE 011-IER AREAS -(0-36-0) -300 LBS. / ACRE (38-0-0) • 50 LBS. / ACRE 3.6.10. HYDROSEEDING EQUIPMENT: 11-IE SPECIRED COMPONENTS SHALL BE MIXED TOGETHER IN A HYOROSEEDING MACHINE DESCRIBED AS FOLLOWS: 3.6.10.1. THE HYDROMULCHING EQUIPMENT SHALL MEET THE MINIMUM REQUIREMENTS OF A SLURRY DISTRIBUTION LINE LARGE ENOUG-1 TO PREVENT CLOSING AND CONTINUOUS NON FLUCTUATING DISCHARGE OF AT LEAST 25 PSI ATTHE 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 UNDEl1 OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND HOMOGENEOUSLY MIX A SLURRY CONTAINING NOT LESS THAN 20 KILOS (44 LBS) OF ORGANIC MULCHING AMENDMENT PLUS FERTILIZEl1 CHEMICAL ADOITIVES AND SOLIDS FOR EACH 100 GALLONS OF WATER. 3.7. PLANTING GROUND COVER 3.7.1. SPACE GROUND COl/ER PLANTS AS INDICATED OR SCHEDULED. 3.7.2. DIG HOLES LARGE ENOUGH TO AILLOW FCR 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 11-IOROUGHLY AFTER PLANTING, TAKING CARE NOT TO COVER CROWNS OF PLANTS WITH WET SOILS. PROVIDE PLANTTABS PER SPECIFICATION 3.5.2. 3.7.3. PflOVIDE 3 INCH 11-IICKNESS OF BARK MULCI, IN ALL NON-TURF PLANTING AREAS LESS STEEP TIHAN 3:1 (RIPARIAN AREAS EXCILLDED) 3.8. POST FERTILIZATION 3.8.1. POST FERTILIZATION FOR ALL AREAS SHALL OCCUR AFTEl1 PLANTING AT A RATE SPECIFIED IN 11-IE SOIL TEST RECOMMENDATIONS. 3,9, MAINTENANCE PERIOD 3.9, 1. 11-IE MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER ALL LANDSCAPE, IRRIGAllON, AND 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 MAINTAIN ALL INVOLVED AREAS OF THE CONTRACT DURING 11-IE PROGRESS OF THE WORK AND DURING 11-IE MAINTENANCE PEl110D UNTIL 11-IE FIN.I\LACCEPTANCE OF THE WORK. 3.9.3. 11-IE MAINTENANCE PERIOD SHALL CONTINUE UNTIL FINAL ACCEPTANCE, BUT IN NO CASE, LESS THAN 90 DAYS AFTEl1 APPROVED COMPLETION OF LANDSCAPING. 3.9.4. THE CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD WILL BE EXTENDED, WHEN IN THE OPINION OF THE LANDSCAPE ARCHITECT, IMPROPER MAINTENANCE AND/OR POSSIBLE POOR OR UN HEAL THY CONDITION OF PLANTED MATERIAL OR UNESTABLISHED NON-COVERING LAWNS ARE EVIDENT AT THE TERMINATION OF THE SCHEDULED MAINTENANCE PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF 11-IE WORK AT NO CHANGE IN CONTRACT PRICE UNTIL ALL OF 11-IE WORK IS COMPLETED AND ACCEPTED LANDSCAPE ARCHITECT. 3.9.5. 11-IE CONTRACTOR SHALL BE RESPONSIBI.E FOR MAM AINI NG ADEQUATE PROTECTION OF THE LANDSCAPE AREAS. DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY ATTHE CONTRACTOR'S EXPENSE. 3.9.6. THE CONTRACTOR MAINTAIN TREES, SHRUBS, ANO 011-IER PLANTS BY PRUNING, MOWING, CULTIVATING, AND WEEDING AS REQUIRED FOR HEAL THY GROWfH; CONTRACTOR SHALL RESTOFIE PLANT WATERING BASINS, TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS, RESET TREES ANO SHRUBS TO PROPER GRADES ORVEl1TICAL POSITION AS REQUIRED, AND SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEAb'E. 3.10. CLEANUP ANO PROTECTION 3, 10.1. DURING LANDSCAPE WORK, KEEP PAVEMENTS CLEAN AND WORK AREA IN AN ORDERLY CONIJITION. 3.10.2. PROTECT LANDSCAPE WORK AND MATERIALS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS, OPEl1ATIONS BY OTIIER CONTRACTORS ANO TRADES, AND TRESPASSERS. MAINTAIN PROTECTION DLIRING INSTAILLATION ANO MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE DAMAGED LANDSCAPE WORK AS DIRECTED. 3.11. SITE OBSERVATION VISITS: 3.12.1. SITE OBSEl1VA TION VISITS HEREIN SPECIFIED SHALL BE MADE BY THE CITY INSPECTOR AND THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL REQUEST SITE OBSEl1VATION IN 48 HOURS ADVANCE OF THE TIME OBSER\/ATION IS REQUIRED. 3.11.2. SITE OBSERVATION WILL BE REQUIRED FOR 11-IE FOLLOWING PARTS OF THE WORK: 3.11.2.1. INCORPORATION OF SOIL CONDITIONER AND FERTILIZER 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 SPECIFIB) WORK, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED. 3.11.2.5. FINAL SITE OBSERVATION VISIT ATTHE COM'LETlON OF THE MAINTENANCE PERIOD. THIS SITE OBSERVATION v1SIT SHALL ESTABLISH 11-IE BEGlr-l<ING DATE FOR THE WARRANTY PERIOD OF PLANT MATERU\L. 3.11.2.6. UPON COMPLETION OF 11-IE WARRANTY PERIOD. 3.11.3. ACCEPTANCE: UPON COMPLETION OF THE FINAL SITE OBSER\/ATION VISIT ANO 11-IE WORK OF THIS SECTION, 11-IE CONTRACTOR WILL BE NOTIFIED IN WRITING (1) WHETHER THE WORK IS ACCEPTABIE; (2) OF ANY REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE. 3.11.4. THE CONTRACTOR OR HIS AUTHORIZED REPflESENTATIVE SHALL BE ON 11-IE SITE ATTHE TIME OF EACH SITE OBSERVATION v1SIT BY THE LANDSCAPE ARCHITECT END OF SECTION 02900 "AS-BUILT " 3.5.2.1.1-21 GRAMTABLETPEl11 GALLON CONTAINER. 3.5.2.2, 3-21 GRAM TABLETS PER 5 GALLON CONTAINER. 3.5.2.3. 5-21 GRAM TABLETS PER 15 GALLON CONTAINER. 3.5.2.4. 1-21 GRAM TABLET PEl1 EACH 4 INCH OF BOX SIZE. 3.5.2.5. 1-5 GRAM TABLET PER FLATTED OR LINER PLANT. 1----------------------------1 -----EXP. 1--------1 APPROVED FOR PLANTING AND 1-R_EVI_EW_E_D -BY-: ------------1 DATE AOL L PLANNING ------,;ll■ ASSOCIATES ==- LAND PLANNING LANDSCAPE ARCHITECTURE Os 2979 STATE STREET, SUITE C : i...1-t Cl "'"' v..: ~~-C A R L S B A D, C A. 9 2 0 0 8 IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. INSPECTOR DATE ~ CITY OF CARLSBAD ~ 1-----t--+----------------1-----t---+----1-----1 L_1.1_J PLANNING DEPARTMENT L_Alj ~=:'..'.:==:::::::::::::::::===:::::==:::::::::::::::::::=::::'...::===~ LA.NDSCA.PE PLANTING SPECIFICATIONS FOR: FOX-MILLER PROPERTY ,,..,, CMWD XX ,s, •·. LAIVso~ Q:' _,,~ . "'if.'!1'...,. ~6D)721-8637 FAX:~60)729-8324 t,j ~ /) ,.,,..--:,,;~ o \ , VI /.'/ Iii t /,., ~ ~. ! ::C DATE: 10/29/04 Y, ~ L..!fktl_"'--:--:c==,--------~9:-os: -~ ~~~ = i :ii/oJ f!:l JOB NO: 20327 c,_ ,, OWN BY: ___ PROJECT NO. DRAWING NO. ~ a: w 0.. 0 a: 0.. a: w ....I ....I ::E X 0 IL ,,,.*_':_ ... *'i SCALE: N/A DIITE INIIW. DATE INIIIAl. DATE INITIAL CHKD BY:___ J186l r-- ,,.,~ :::;-;;.,_\\~ REVISION DESCRIPTION OTHER APPROVAL CflY APPROVAL RVWD BY C T 00-20 ... ..-l ______________________________________________________________ ::::...,~l:'~F=:::•~:::: ___ ~DR~Aw~N~BY~,=~o~.o~ .. ~w~.M: .. ~c.~E-;;;;;=;;;;_~EN0:::1N:EER::::OF:::WORK~::::===============::::::=::::::::::::::::::::::::::=:::::::· =·=========111 ' -~ ~ -■-CD ' 6' ,-.....