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DWG 436-6L; PIP 05-17; OPUS POINT LOT 5 & 6; 01-16
1...,.~" ,,,t41111w.,: (FUTURE) GE'NERAL NOTES RECYCLED WATER NOTES l11.-,t1e 11oFl!,e ,.,._.-st,,,11 N p•4 IWICII ~ 1'tt l4•tls,._,c. ,41'1111/flil:f' oM\, Yib1c, 0/' his ~,:,,..,u .,cM. l\d'c.-r. rt.. s,cc,"Ac..ri,.., 4r.+.e5'i.,.i, ,,p"'t,.:~ i~$fl<N'\f RECYCLED WATER SYSTEM (PRIVATE) •"-' ltfOAI ~ ... ;wi°""ls. . 1. 2. 3. ALL WOAI< 91-1.ttl.L l!IE DONe IN ACCOM>ANCE wt'tH THE CARLSl!AD MUNICIPAL WATl!!flt DISTRICl'S "CAfltLSBAD RECLAIMATION RULES & REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS" DATED OCTOBER 1993. DIUNKING WATER FOUNTAINS ANO DESIGNATED OUTOOOIII EATING ARl:AS SHALL !JE! PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUNOFF. !!·EST MAN-'il!MENT PRACTICES l!M~L IE USED TO l!!LIMINATE OR CONTfltOL TO THE l!IEST EXTENT POSSIBLE PONDING, RUN-OFF, OVERSPRAY AND MISTING. HOSE !IJl!JS ARE STRICTLY PROHll!ITED. F..n.w1"',-p1.,11t"' J,,i.,, lliwlf, 1'1,,L,.A~ 1,,1p.,-.,.....Jt4,.;. W,'llc...,1 "'9!", l'h.1' ~ {ll\lf"•l\"'•" w .__ to Nlfl-.l "'I ~;itiA, flit "f;...i 1.4...Ut,ofC (e;t:~·•'I ,.,,,_d, it !!i-f,\r .. ""°-' """'"-tw it-4,-d< ... ..., .... ~, _,,-41, .... ~ .. , '-Cl~• .. ,t'hofiiip.,...,.. ~,..,,t.,:W. "A'""'' IA"'~~t cur:~~&f(a .. f'tn,,f' fa, fa, llo-,ft-8"6. J...,.Ju-,• i..,.-..,,.; ... A.,_f" .. """'"''"c: 1,0,~•1 .111 ,.,..,.,-,!'.,. -...CAIi""""" """"al.II wfllft,J t)I ,,if,...,111\,1'11,lw-.,i MoJo ~' ,;,ui ntt.c, £.ity ~•lrN "''l1lou M.....-c.p.l V ,.....\')iw,.r. 1i,,.l.-fve"-"'• f'lofw'w """"""' p, ... f'M (N.\\ ~, ·~ Ir.~~ c.o,,.,.~ ""/TIil c., .. ...n.,,t.A,.., 1"t."11r-'I.M'Md1Tt.:,11r•'f c..11;") 7"-'t5f-:&.7t.L i \ ,,, -, •• OPUS POINT LOTS 5 & 6 Carlsbad, California SHEET INDEX SHEET TITLE SHEET NUMBER RECYCLED WATER/ TITLE SHEET 1 CONSTRUCTION PLANS 2-3 ' CONSTRUCTION DETAILS & NOT!;$ 4 IRRIGATION PLANS 5-8 IRRIGATION LEGEND 1 •• 1. ON-SITE CROSS-CONNECTIONS l!ll!:TW!:EN PU!!CYCLEDWATER LINES ANO POTAl!ILE! WAT!:R LIN•ES ARE STRICTLY PROHll!ITEO. NO SUl!lSTITUTION OF Pll'E MATER!fALS.'fflLL l!IE ALLOWED WITHOUT PRIOR APPl!cOVAL OF THE: CARLSBAD MUNICIPAL WATER DISTRICT. ALL ON SITE F''ll"ES SHALL HAVE WAl'tNING TAPE PER CAl'tU!lBAD MUN'ICIPAL WATE•R DISTRICT RULES AND REGULATIONS. e.• THE l~ATION SYSTEM 91'1ALL AUN !IETWEEN THE HOUAS OF 10:00 F'M ANO 8:00 AM THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME WITH QUALIFIED SUPERVISION Pl!:RSONNEL ON SITE). •. PRO\ll'DE A MINIMUM OF AT LEAST 18 INCHES OF COVER oveR ALL WIRING ANO PIPING. 10, NON-DE!IIGNATED Ult! AMAS 11'1.t.LL IN! PROTECTED FFtOM CONTACT WITH RECYCLED WATER, WHETHER IIY WINOl!LOWN SPRAY OR BY DIRl!!CT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL I!!!!' Rt!LOCATED OR ADJUSTED TO PREVENT OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS, 12, 13. 14, te. 11. RECYCLED WATER QUICK COUf'LING VALVES SHALL 1!E OF A TYPE DESIONEO FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. Mf"TERS SHALL BE SIZED IIY THI: CITY OF CARLSBAD MUNICIPAL WATER Ol'STRICT, ALL IIIIRIOAT10N l"IPES !IHJU.11! ffl!NCILl!O Wl'l'H THE WARNING, 'NON-l'OTABL!! OR RECYCLED WATER", COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE ANO STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. ALL F'OTAl!ILE WATER ANO RECYCLED WATER F'l~ING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH, WK!N F'OTA!IL!! WATEl'ltlME ANtl F!ECYCLEO WATER LINE CROSS, THE RECYCLl!O Ll'NI! SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. A 1;0 FOOT HORIZONTAL !IEPERATIOl'I 91:TWEEN l'OTAl!LE WATER AND F!ECYCLEO WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINES MUST BE INSTALLED ABOVE THE RECYCLED LI NE. 18. A MNIMIJM OF 12 INCHES OF VERTICAL IEF'ERAT10N BETWl!:EN UTILITIES MUST 1!11! MAINTAINED AT ALL TIMES. 19.' ll!V!LOPER / CONTRACTO!'t l!IHALL CONOUCT A CROSS-CONNECTION TI!ST ANO COV!:RAGI! TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECLAIMED WATER. 20. QUICK COUl'LING VALVES USED IN RECYCLED WATER SYSTEMS SHALL COM•ORM TO THI!! FOLLOWlNG. A. RECYCLED WA~-OUICK COUPLING VM.1/ES USED IN RECYCLED WATER SYSTEMS SHALL HAVE ACME TYPE THREADS AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO THE VALVE. QUICK COUPLING VALVES SHALL BE NELSON NO. 7845, HUNTER NO. HV1 OOA-RL-NP OR APPROVED EQUAL. (SPIKES SHALL NOT BE INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES) 21. THE Fft!QUIF!EO CROSS-CONNECTION INSPECTION SHALL BE DONE IIY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 22.' 23,• 24. 25. 2!1. DEVELOPER SHALL SHOW THE LOCATION OF R.C. SIGN'S ·oo NOT DRINK" ON THl!SE PLANS, AN ON-!IITe USl!!R / SUPERVISOR !!HALL l!E DESIGNATED IN WRITING, THIS INDIVfDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW / CROSS CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COF''IES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH AND CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT: MAINTENANCE SUPERVISIOR l!LAN WALi~ AT IMM21!-18!!1l °"'-AFTE'R HOUn CONTACT ELAN WALSHE AT !M9-ll22-1 IJ!IC SHOW ALL P'I.J9LIC ANO PRIVATt! P'OTAIL! WAT!:'R MA,NS ON IMPROVEMENT l'LANI. * ITEMS 8, 18 & 23 SHALL l!E REOU~EO JUST PRIOR TO THE ACTUAL USE OF RECYCU!OWATt!R. * ITEM 22 THE SIGNAGE SHALL BE A PART OF THIS I.P. BUT THE ACTUAL SIGNS AND TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF RECYCLED WATER. ON RECY'CL!!D Wit.TEP! SYSTEMS, .M.L APPURTENANCES (IF'l"INKL!!R HEADS, VALVE E!OX!!S, ETC.) SHALL BE COLOR-COOED F'URPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. THERE SHALL BE A PHYSICAL IEP;IIAATION BETWEEN ADJACl!!NT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY CONCRETE ,,.,.,.w STRIPS, CHAIN LINK FENCES, OR OTHER MEANS AS APPROVED BY THE WATER DISTRICT AND D.E.H. 27. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUTAINS ANO/OR DESIGNATED OUTDOOR EATING AREAS ON THIS SITE. ENGINEER'S SIGNATURE REQUIRED ON SHEET 1 ONLY REVIEWED ENGINEERING F'LANCHECKER DATE CARLSBAD MUNICIPAL WATER DISTRICT ~~-£9Z.,, :r 4-11~0, WIUAM E. PLJMMER, DISTRICT ENGINEEflt DATE R.C.E. 28176 COUNTY OF SAN DIEGO Department of Environmental Health -Land Uae Olvlalon ~~ .....-c s-J--i14 GLEN LEEKS DATE Environmental Land Use SpeolaNat Ill SIGNAGE NOTES :, I. THE FOLLOWING GUIOl!Ll'fft'S FbR THE USE OF RECYCLED WA1'ER ARE TO E!E PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. GUIDELINES FOR RECYCLl:0 WATE!lt USE 1. IRRIGATE BETWEEN THE HOURS OF 10:00 PM AND e:oo AM ONLY. WATERING OU'tSIDI! THE TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THit.T WILL MINIMIZE RUN-OFF, ll'OOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTl:O SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RAT!! PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC 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 HE!AOS TO ELIMl'NATE 01/ERSF'RAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS ANO STREETS AND SIDEWALKS, 4. MONITOR ANO MAINTAIN THE SYSTEM TO Mt!IIIMIZE EQUll'IM!:NT AND MATERIAL FAILURIII. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE F'RE!Sl!NCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION !IE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH ANO EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN l"RIOR Al'PROVAL OF ALL PROPOSED CHANGES ANO MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH OISTRICT STANDARDS. 7. ALL RECYCLED WATER SPRINKLl!R CONTROL VALVl!S !!HALL Ell! TAGG'l!:0 WITH IDENTIFICATION TAGS. A. TAOS SHALL Bl! WEA'THERPROOF PLA8TIC, 3' X 4", l'URPLI! l'N COLOR, WITH THE WORDS "WARNING· RECYCLED WATER-DO NOT DRINK' IMPRINTED ON ONE SIDE, AND "NO TOME EL AGUA" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT ANO BLACK IN COLOR. USE TAG AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. I!. ONIE TAG SHALL BE ATTACHED TO !ACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAF', OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 8. ALL SPRINKLER HEADS SH\6.LL l9e IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. IL EACH AUTOMATIC CONTFIOLLER ANO ITS ASSOCIATED EQUl'MENT SHALL E!E IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS, 1" HIGH, ON A i>URPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. DECLARATION OF Rl!Sf'ONSlll!LI!! CHARGI!:: I HEREE!Y DECLARE THAT I AM LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, ~'I' I EXCERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE ANO THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO Sl"l:CIFICATIONS BY THE Cl'f'Y O,' CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINl!O TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT OF WORK, OF MY RESPONIBILITIES FOR PROJECT DESIGN. ~t1tts-&PE ARCHITECT Fl.LA. 280& FIRM NAME AND ADDRESS: TELEPHONE NUM8ERS: REGISTRATION NUMBER: EXPIRATION DATE: DEVELOPER NAME AND ADORES!!: TELEPHONE NUMl!IER: RIDGE LAl'fD!lCAPI! ARCHITECTS 755 RAINTREE DRIVE, SUITE 300 CARLSBAD, CA 92009 (780) 438-1002 / (780) 438-1155 FAX 211011 MAY31,200e DATE OPUS WEST CONSTRUCTION CORPORATION 2020 MAIN STREET, SUITE 800 IRVINE, CA 92614 949-e22-19!10 I I I I INSPECTION PROCEOURES 1. CONSTRUCTIOIII INSl'l!!CTION SHALL INCLUD;E: A. LOCATION OF Pl'PE LINES. !I. TR!!NCH DEl"THS C. REQUIRED SEPARATION (HORIZONTALLY AND VERICALLY) D. PIPE IDENTIFICATION E. POINTS-OF-CON1NECTION (PDC'S) F. LOCATION AND IDENTIFICATION OF Sf'RINKLEII!. HEADS G. WARNING SIGNS AT THE SITE ANO ON THE TRUCKS HAULING RECYCLED WATER (IF RECYCLED WATER IS USED FOR CONSTRUCTION). AN APPROVED LETTER Rl!:GAROING THE INSPECTION OF THE PROJECT SHALL !I!! OBTAINED FROM THE CITY ANO THE DISTRICT, AND BE FORWARDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. COVERAGE TESTS, ArTER COMF'L!!TION OF THE Sl"RINKLl!R SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECYCLED WATER. B. WARNING SIGNS AND LABELS. C. QUICK COUPLING VALVES. 0. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDl!LOWN SPRAY, RUNOFF AND PONDING. E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F. REQUIRl!:O l'ROTl:CTION OF W!:LL!I, STREAMS, RESE'"VOIRS, ETC, G. CROl!!S-CONl'fECTION. 3. ANNUAL INSl'ECTtON SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVEii!. PARTS "A", "II" ANO "O" OF THE DISTRICT FINAL INSPECTION. LEGEND SYMBOL DESCRIPTION ----PW-----PROPOSED POTABLE WATER SYSTEM --'ll'IV---EXISTING RECYCLED WATER SYSTEM --M--PROPOSED IRRIGATION SYSTEM MAINLINE ALL LANDSCAPED AREAS AREA OF RECYCLED WATER USE •$ 'Y le 1 12" X 36" SIZE LOCATION OF CONNECTION POINT(S) - METER AND BACKFLOW PREVENTION "DO NOT DRINK" SIGN LOCATIONS TYPICAL SIGNS ,----BLACK LOGO ,----PURPLE BACKGROUND I r-1" !!LACK LETTERS :JtS" I (N.T.S.) WARNING RECYCLED WATER DO NOT DRINK S AFTER CONTACTING NOS DESPUES DE USAR 1' .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 1" BLACK LETTERS 2" BLACK LETTERS In Order lo Coneerve Waler ... RECYCLED WATER IN USE DO NOT@NOTOME DRINK EL AGUA -Hll,ND$ Am• CONTAC11NG LAVl!SE SUS MANOS DESPUES DE Ul!AR 18" X 18" SIZE .032 ALUMINUM, .060 A~S 1"1.ASTIC OR STICK-ON VINYL SIGNS IRRIGATION DETAILS IRRIGATION NOTES !'LANTING PLANS PLANTING DETAILS & NOTES LANDSCAPE SPECIFICATIONS PROJECT DATA APN #221-880-05 / 221-880-06 PIP #05-17 ADDRESS: LIONSHEAO AVENUE ; OWNER: OPUS WEST CONSTRUCTION CORPORATION 2020 MAIN STREET, SUITE BOO IRVINE, CA 92614 949-622-1950 LANDICAPE ARCHITECT: RIOO! LANDSCAPE ARCHITECTS 755 RAINTREE DRIVE, SUITE 300 CARLSBAD, CA 92009 WILLIAM MORRISON 760-438-1002 X23 - PROJECT MAP PACfflC OCEAN CITY o:r ENCINITAS VICINITY MAP 8 9 10 • 11 12 13 -16 ' NOTTO SCALE IIU9NSI l'Nlk lllt. " NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING Dl!PAl'ITMl!NT R I D G E LANDSCAPE ARCHITECTS 755 Ralntrte Drive, Suite 300 Carlsbad, CA 92009 To 160 4381002 Fax 760 43ll 1155 www.rldgeil.com R.C.t. ----- REVIEWED IY: IH51'ECTOR COVER SHEET FOR: DATE OPUS POINT LOTS 5-6 3193 LIONSHEAD A VENUE 11.c.,. ______ ~--1---1--------------------1 :=:;:;:;;;:;;:;:;;:;::================== APPR VD o'il. Wz/oh ~ DATE DATE IY DESCRIPTIO•N Fll!VlatON8 APP'D DWN IY ~M l laOTNO. 11 ---NO. CHKO IY RS NI.Cl 1¥ PIP0517 436-8L Jt1\tr r.M 1Jvr1 -J:t I II •.. . ... FOR CONSTRUCTION DETAILS & NOTES - SEE SHEET 4 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 13-16 REFER TO STREETSCAPE IMPROVEMENT PLANS BY TESHIMA DESIGN GROUP FOR PROPOSED STREETSCAPE IRRIGATION AND PLANTING. CITY OF CALRSBAD LANDSCAPE IMPROVEMENT DRAWING #409-1L. ALL STREETSCAPE IS TO REMAIN UNDISTURBED UNLESS IT IS IN DIRECT CONFLICT WITH THE PROPOSED HARDSCAPE PLANS. KEYMAP /;-_ NOTTO SCALE 'PA 0 10 20 40 60 BCAI F AND NORTH ·. : ~ -,• ..... ,,.. .... ' ,. '" '\ j ;. ;, '<. ; '\ -..._' t-'\ i ~ \ 'i . -;. ·. ,·. : ···-· ~ · .. FOR ENTRY PLAZA ENLARGEMENT, SEE BELOW RIGHT MEZZ. -------- [J • .. • ----- c1 R I D G E LANDSCAPE ARCH I TECTS 755 Raintrae Drive, Suite 300 Carlsbad, CA 92009 Tel 760 4381002 Fax 7S0 438 1155 www.rldgela.com • . <o ;" .. I .... --- BUILDING --- I I CONSTRUCTION LEGEND 0 CONSTRUCT CONCRETE PAVING PER DETAIL A, SHEET 4. 0 CONSTRUCT TOOLED SCORE LINE PER DETAIL B, SHEET 4. ® CONSTRUCT SAWCUT JOINT PER DETAIL B, SHEET 4. © CONSTRUCT EXPANSION JOINT PER DETAIL B, SHEET 4. ® CONSTRUCT CONCRETE MOWSTRIP PER DETAIL C, SHEET 4. © CONSTRUCT HANDICAP-ACCESSIBLE RAMP PER DETAIL E, SHEET 4. 0 FURNISH AND INSTALL TABLES © FURNISH AND INSTALL TRASH RECEPTACLES THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY CONCRETE CURB PER CIVIL ENGINEER'S SHEETS. A.C. PAVING PER CIVIL ENGINEER'S SHEETS. STRIPING PER CIVIL ENGINEER'S SHEETS. CONCRETE PAVING PER CIVIL ENGINEER'S SHEETS. RAMP PER CIVIL ENGINEER'S SHEETS. STAIRS PER CIVIL ENGINEER'S SHEETS. @ TRASH ENCLOSURE PER ARCHITECT'S SHEETS. COLOR AND FINISH SCHEDULE SYMBOL KEY DESCRIPTION COLOR/FINISH PAVING ~ . •• .. ~ I ~ CONCRETE PAVING NATURAL GRAY, ···: ... _, .. MED. BROOM FINISH ~ CONCRETE BANDING NATURAL GRAY WITH LIGHT BROOM FINISH lli!li:J::I ~ CONCRETE PAVING NATURAL GRAY WITH MEDIUM RETARDANT 318" AGGREGATE FINISH SAW CUT GRID PER PLAN ~ CONCRETE MOW STRIP NATURAL GREY, WI LIGHT BROOM FINISH GRADING & DRAINAGE NOTES A. CROSS SLOPE OF SIDEWALK TO BE A MAX. OF 2%. COMMENTS BROOM STROKES PERPENDICULAR TO EDGE OF PAVING -------B, SLOPE ALL HARDSCAPE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDING. DATE C. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. SYMBOL LEGEND ------EXPANSION JOINT CONTROL JOINT P.A. PLANTER AREA TURF TURF AREA ...... , ... -·. : _., ...... ,;, ~ . ~ ~·. , ... --. . . -:-: , . . . . . ·-e,·-·,---.c::~~ -~--: . ' ·:: .. ·, ,, ... ·' . .. . PA ALIGN ... : ,, !/-~{';", r o;:,---10 ·.1 ""•i.,c,.J " P.A. TYPICAL ENTRY ENLARGEMENT SCALE 1" = 10' REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD .. V.tlNCI CBI-.,,:. J Jt!NT R.C.E. _____ _ R.C,[. _______ i---i----t---------------------1----1 LANDSCAPE CONSTRUCTION PLAN OPUS POINT LOTS 5-6 3193 LIONSHEAD A VENUE REVIEWED BY: DATE INSPECTOR _D_A_T_E --i--DA_T_E..._8_Y..._ ______ R_~-:,.-sc_~_IPT_l0_10_;-•• ---------'--'""'p-'-p-''D--1 I = :--~-s--11 rn J h NO. PIP0517 11 Dfl.t.TNtHa NO. 436-6L CMWn :H. FOR CONSTRUCTION DETAILS & NOTES- SEE SHEET 4 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 13-16 LlONSHEAD AVENUE REFER TO STREETSCAPE IMPROVEMENT PLANS BY TESHIMA DESIGN GROUP FOR PROPOSED STREETSCAPE IRRIGATION AND PLANTING . CITY OF CALRSBAD LANDSCAPE IMPROVEMENT DRAWING #409-1L ALL STREETSCAPE IS TO REMAIN UNDISTURBED UNLESS IT IS IN DIRECT CONFLICT WITH THE PROPOSED HARDSCAPE PLANS. (/) I LLJ I ·~-, ·, . ·,;-. ,... . . T ~l ------ PA. PA • to ---------~· -------~· I I I I I I BUILDING -:,,-?'? •.,/, /s:.7-;////-·· /7 .--. . ... 7············ • //· ////• -~·---L.;.r:.· -·///--· /·/. /'•. /z/-. //. .· ,, ,, <...... ,._,, __ -' {" ,· / -,•' ,-/ -' , ,, , • . / ' , • · .. /c, .. / ... /·//7·•· .. •////";_ r .. ·.c.;L, .. -.. // /7L/77--,7 //•_ ,/•7 ·_,7,./ -"' _/7«._ .• , / r ... . L., .. /. LL •• / . /. ., < 7::7c4,._ /(/,c//2-{(,'( /'. {,: / 1:~ ,{L'f {,;_.J ' "··"" ,_ ..... .. I 0 10 20 40 60 KEYMAP NOTTO SCALE 8CA! E AM> NORTH P.A. . ... . -~·r, ..... . ... .,,..,,.,. .. . P.A.: . ' ' ' / •·\ ,,:· . □ R I D G E LA ND S CAPE ARCHIT ECTS .. -.... 755 Rantree llffle, S.ite 300 Cansbad, CA 92009 T~ 760438 1002 Fax 760438 1155 .,,,,,,,,ridgela.com P.A. R.C.E. _____ _ REVIEWED BY: INSPECTOR CONSTRUCTION LEGEND CD CONSTRUCT CONCRETE PAVING PER DETAIL A, SHEET 4 . ® CONSTRUCT TOOLED SCORE LINE PER DETAIL B, SHEET 4 . ® CONSTRUCT SAWCUT JOINT PER DETAIL B, SHEET 4 . © CONSTRUCT EXPANSION JOINT PER DETAIL B, SHEET 4. ® CONSTRUCT CONCRETE MOWSTRIP PER DETAIL C, SHEET 4. © CONSTRUCT HANDICAP-ACCESSIBLE RAMP PER DETAIL E, SHEET 4. © FURNISH AND INSTALL TABLES © FURNISH AND INSTALL TRASH RECEPTACLES THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY CONCRETE CURB PER CIVIL ENGINEER'S SHEETS. AC. PAVING PER CIVIL ENGINEER'S SHEETS. STRIPING PER CIVIL ENGINEER'S SHEETS. CONCRETE PAVING PER CIVIL ENGINEER'S SHEETS. RAMP PER CIVIL ENGINEER'S SHEETS. F STAIRS PER CIVIL ENGINEER'S SHEETS. @ TRASH ENCLOSURE PER ARCHITECrs SHEETS. COLOR AND FINISH SCHEDULE SYMBOL KEY DESCRIPTION PAVING CONCRETE PAVING CONCRETE BANDING COLOR/FINISH NATURAL GRAY, MED. BROOM FINISH NATURAL GRAY WITH LIGHT BROOM FINISH COMMENTS BROOM STROKES PERPENDICULAR TO EDGE OF PAVING .. f ,.::i CONCRETE PAVING NATURAL GRAY WITH MEDIUM RETARDANT P.A. P.A. DATE R.C .E, ______ _ DATE ' ' I 318" AGGREGATE FINISH SAW CUT GRID PER PLAN t"°':· ' I l CONCRETE MOW STRIP NATURAL GREY, W/ LIGHT BROOM FINISH GRADING & DRAINAGE NOTES A, CROSS SLOPE OF SIDEWALK TO BE A MAX. OF 2%. B. SLOPE All HARDSCAPE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDING. C. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. SYMBOL LEGEND ------EXPANSION JOINT CONTROL JOINT P.A. TURF PLANTER AREA TURF AREA APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CAAi 811AD PLV••• DaPM'I ! MWIT LANDSCAPE CONSTRUCTION Pl.AN OPUS POINT LOTS 5-6 3193 LIONSHEAD A VENUE ~,2'!' D t-D_AT_E~_B_Y~------R£Vl8ION-~D£_S_C_R_IP_TI_O_N_8 _______ _,-'AP""-P-''D=-II = ~-...:~.::S::_ __ 11 CMWD# PIP0517 11 aRt•••• NO. 436-6L E 2" , .... • TR!Al:I Wll:)TH + 1 '-0" TOOLED NOSING 1,• .. r 7,_....., .. Ip N 1"..0" STEP SECTION CONCRETE STEPS CONSTRUCTION NOTES A. VISIT THE SITE fl'R10R TO SU9MITTING !l!IOS, 11. SU&MIT A UNIT COST FOR IMPORT SOIL IN-1"1.AC! ANO BE COMPLETl!LY AWARE OF THE AMOUNT OF SOIL NECESSARY TO REACH THE SATISFACTORY GROUND LEVEL, C. 1/ERll'Y ALL PROPERTY LINES OR OTHER LIMIT OF WORK LINES l'fltlOPl TO COMMENCING WOl'tl<. ON TREAD D. REPAIR OR REPLACE ANY DAMAGE TO ADJACENT P'l'!OPERTIES, CUR&S, WALKS, PLANTING, WALLS, ETC. AT NO ADDITIONAL COST TO TH! OWNER. E. VERIFY ALL EXISTING CONDITIONS, [)ffo,,1!NS10N9 ANO ELEVATION$ BEFORE PROCEEDING WITH TH! WORK. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. F. REPORT OISCREPANCll!S IN THE DRAWINGS OR BETWEEN THE OAAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. 0. LOCATE ALL EXISTING UTILITIES WH!TI-ll!R SHOWN H!:REON 0A NOT ANO PROTECT THEM FROM OAMAGe. NOTIFY THE OWNER IMMEDIATELY IF DAMAGE OCCURS ANO ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT. H, COMPLY WITH ALL l'!liOVISIONS OF THE LA T!ST !IU1LDtNO CODE, AMEPIICANS WITH OISAl!ILITl!!I ACT OF 1111, AND WITH OTHER CURRENT RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF THE WORK. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICTS BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS, I. LOCATIONS OF N.I.C. CONSTRUCTION ELEM!NTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, T~NSFORMERS, ETC., ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK, J. VERIFY ALL PAVING ANO HARDSCAPE CONSTRUCTION DRAWINGS WITH SOIL ENGINEER'S RlePORT WITH REGARD TO BASE PREPARATION AND FOOTING REQUIREMENTS, NOTIFY THE OWNER IMMEDIATELY IF SOILS REPORT RECOMMENDATIONS DIFFER FROM DRAWINGS. THE SOILS REPORT RECOMMENDATIONS, IF MORE STRINGENT THAN THE DRAWINGS, SHALL TAKE PRECEDENCE. K, BE Rt!!!li>OHSIILE FOl't COORDINATION ll!TWE!N SUl!CONTFIACTORS FOR Pirol'ER ANO TIMl!L Y l"LACEMENT OF SLEEVING, PIPING AND I OR CONDUIT INSTALLATION UNDER OR THROUGH LANDSCAPE ELEMENTS. L. LANDSCAPE LIGHT FIXTURE LOCATIONS AS INOICATED ON THESE PLANS ARE APPROXIMATE. FINAL LOCATION TO BE VERIFIED BY LANDSCAPE ARCHITECT ON SITE. M. 00 1110T SCALI!: Ofl!AW1NGI. N, PflOVICJE A REPl'l'ESENTATM! SAMf'lE OF EACH PAINTED 0A STAINED ELEMENT TO TH•E OWNER FOR REVIEW ANO Al"PROVAL PRIOR TO APPLYING FINISH. REFER TO DETAILS AND SPECIFICATIONS FOR S•PECIFIC SUBMITTAL REQUIREMENTS. 0. PAOVIDE A 4'X-4' SAMf'll! OF l!ACH PAVING T'l1'!! IN LOCATION SPECIFIED l!Y THE CITY FOR REVIEW AND AP!>ROVAL SY THE OWNER PFIIOR TO INSTALLATION. REFER TO SPECIFICATIONS, P', WH1!RE PAVING AND F!MSH OAADE MEET, OEPRl!SS FINISH GAADI!! 1' IN TU!l!F AM!All AND 1-112" l'N OROUND COVER I SHRUB AREAS, UNLESS OTHERWISE INDICATED. Q. FOR PROJECT WALKS DO NOT EXCEED A SLOl'E OF 20:1 (S% GRADIENT) UNLESS OTHERWISE INDICATED. Pl. DO NOT EXCl':l!O 2:1 9LOP!' IN l"I.ANTED AR!:AS. S, HANDICAP RAMPS AR! NOT TO EXC!"ED 1!1XCEl!D 12:1 OR 8.33%, UNLESS OTHERWISE INDICATED, T. HOLD FINISH GRADE A MINIMUM OR e• BELOW FINISH FLOOR, UNLESS OTHERWISE INDICATED. U. CONSTRUCT ALL CURVE TO CURVE ANO TANGENT LINES TO BE NEAT, TRIM, SMOOTH AND UNIFORM. V. CONSTRUCT ALL CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI@ 28 DAYS, UNLESS OTHERWISE INDICATED. W. PROVIDE THE OWNER WITH ALL WARRANTIES, GUARANTEES, ANO INSTRUCTION MANUALS FOR EQUIPMENT, APPLIANCES, FIXTURES, ETC. AS DESCRIBED IN THE SPECIFICATIONS. 2'-0" LEGEND: 1. 2, 3. 4. CONCRETE STEPS, FINISH PER PLAN 112" TOOLED RADIUS CONTINUOUS EXPANSION JOINT PER DETAIL l!I AEBAR PER STRUCTURAL ENGINEER'S DRAWINGS 5. 90'Yo COM'F'ACTED SUBGRADE e. 112" DIAMETER X 12" LONG STEEL DOWEL O 24" O.C. • PAPER WRAP ONE ENO 7i 1-112" 0 TUBULAR STEEL HANDRAIL, EMBED MINIMUM 1'-6" IN CONCRETE FOOTING OR ADJACENT CONCRETE CHEEKWALL e, POURED-IN-PLACE CONCRETE CHEEKWALL ANO FOOTING WITH 1" CHAMFER ON ALL EXPOSED EDGES, NATURAL GRAY WITH SACK FINISH (WHERE OCCURS) 9. TOOLED NOSING, TYPICAL, AT EACH TREAD-SEE INSET 10. #3 REBAR, VERTICAL, AT 15" 0.C. 11. #3 REBAR, CONTINUOUS, 0 18" 0.C. 12. FINISH GRADE NOTES: CHEEK WALL SECTION A. SHOP PRIME HANDRAIL AND PAINT WITH (2) COATS EXfERIOR ENAMEL, COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT. 8,. REINFORCING, FOOTING DIMENSIONS, AND BASE INFORMATION ARE SHOWN FOR BID PURPOSES ONLY. VERIFY REQUIREMENTS OF THE SOILS REPORT AND COMPLY. d. PROVIDE FINISH SAMPLE PER SPECIFICATIONS. F ., ,, ,.. o· w~-..... ~ :, P'L/!N VI ew 1/10"-1'-0" --- • J "' f'L.AN Vll;W 1110"-1'-0" ••-o• MIN. CLR. W/0 OVERHANG REFFR ro Pl.AN -111_111=1-=11_ . -:-r'T 'l"'T""I' ---7 WARNING GROOVl!:9 • !IECTION 1/2"=1" LEGEND: CROSS SECTION 1/2"-1'-0" 1. CONCRETE PAVING i'ER PLAN AND PEFI DETAIL B, THIS SHEET 2. EXPANSION JOINT PER DETAIL A, THIS SHEET 3. 8" CURB 4. FINISH GRADE 5. A.C. PAVING PER PLAN 6, WARNING GROOVES • R!'FER TO ENLARGEMENT ABOVE 7. 90% COMl'ACTEO SUBGRAOI! HANDICAP ACCESS RAMP lo •• 2" IN GROUND COVER AREAS 1' IN TURF AREAS .. . .. •' . ' lo ... . ' . ' h • • • .. ' ' . . . •, . •· ', ' •.. ------1,5 LEGEND: 1, CONCRETE MOWSTRIP WITH LIGHT BROOM FINISH ON ALL EXPOSED SURFACES 2. #3 REBAR, C!'NTERED, CONTINUOUS 3. 112" TOOLED RADIUS 4, FINISH GRADE 5. 90% COMPACTED SUl!IGRACE • VERIFY WI SOll ENGINEER'S REPORT NOTES: A INSTALL CONTROL JOINT AT 10'·0' 0.C. MAX. SPACING !!. INSTALL 318" BITUMINOUS FELT EXPANSION JOINTS @ 20'-0" 0.C. MAX. W/MASTIC SEALANT. C. PROVIDE 45 MITERED CONTROL JO·INT AT IIO CORN!RS, CONCRETE MOW STRIP ALIGN EXPANSION JOINTS WITH EDGE OF COLUMNS, TYP. '' ,, PER PLAN 6 J-"'-1- ll'l!R !'LAM 8)---1-11 LEGEND: 1, CONCRETE STRIP WITH LIGHT BROOM FINISH ON ALL EXPOSED SURFACES 2, #3 REBAR, CENTERED, CONTINUOUS 3, 112" TOOLED RADIUS 4, FINISH GRADE 5, 90% COMPACTED SUBGRADE • VERIFY WI SOIL ENGIN1EER'S REPORT e. EXPANSION JOINT BETWEEN STRIP AND BUILDING, CONTINUOUS 7. COLUMN FACE/ BLDG EDGE 8. BUILDING GLAZING NO'l'ES: A, INSTALL 3/8" BITUMINOUS FELT EXPANSION JOINTS Pl!R !'LAN OR, @ 20'-0" 0.C. MAX. WI MASTIC SEALANT. B. WIDTH OF CONCRETE MAY VARY AT BUILDING GLAZlr-lG AREAS. ,, CONCRETE MAINTENANCE IBAND @ BUILDING A B lb I ., I ~ LEGEND: 3' 1, CONCRETE F'il<VING • REFER TO CONSTRUCTION l"I.AN FOR COLOR AND FINISH 2. #3 REBAR AT 18" O.C. 'EACH WAY, CENTERED IN SLAB 3. FINISH G•RADE 4, 90% COMPACTED SUl!IGRADI!: • v'eRIFY W/ SOIL ENGINEER'S Rl!l'Ol'IT 5. 1/4' TOOLED RADIUS NOTES: A. PAVING THICKNESS, l!IASE PREF'AAATION A~ REINFORCrNO ARE SHOWN FOR BID PURPOSES ONLY. VERIFY REQUIREMENTS OF THE SOILS REPORT AND COMPLY. !!. PROVIDE FINISH SAMl"LE PER SPECIFICATIONS. ---13 CONCRETE PAV1NG ·• . . .. .. .· ... " .. . . .. A. CONTROL JOINT (ICORl!!LINl!!J 9. l!XPANSION JOINT " ,-1,,,.;........,.,.....,...._ C. COLD JOINT D. IAWCUT JOINT CONCRETE JOINTS Lhl!NO: 1. 1/1" RADIUS l!DOI! I. P'AVING P'INIIH IUlll'ACI! ll'l!R l"LM I. JOINT "11.Ll!Ft 1'1!11 9"1lCIP'ICATIONII 4. BACKl!II ROD l'l!ll ll'KIP'ICATIOMB I. TWO.PART POL Y\Jlttm-lANI! IIALAN'I' !'£Ft SPl!CIFICA TIONI I. 1/2" DIA. X 12" LOMG ITl!IL DOWIIL C1124" O.C., PAPER WIIAIO OME END NOTl!!I: A. LOCATI! JOINTS 1'£11 lf'!CIP'ICA TI0NI UNLESS OTHERIMH INDICATED ON !OLAN I. ll!ALANT COi.Oii TO MATCH ADJAC!NT PAVING • 3M" IF IOAYINO U!SS THAN .ii" THICK 1" IF PAVING 4" THICK OR Olll!ATl!II FOR LANDSCAPE CONSTRUCTION PLANS SEE SHEETS 2&3 R I D G E LANDSCAPE ARCHITECTS 755 Ralntree Drive, Suite 300 Carlsbad, CA 92009 Tel 7604381002 Fox 760 438 1155 www.rldgel11.com R,C.E. ----- REVIEWED BY: INSPECTOR FOR LANDSCAPE PLANTING SPECIFICATIONS SEE SHEETS 13 • 16 DATE R.C.E. _____ _ DATE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST, PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION FIEVISIONS Al'P'D APPROVED FOR PLANTING AND IFtRIGATION ONLY, INCLUDING PBECIS& LOCATION OF PLANTING AREAS. CITY OF CAALSIIAD l"'LANNtNCI Dl!l"ARTMl!!NT LANDSCAPE CONSTRUCTION DETAILS OPUS POINT LOTS 5-6 3193 LIONSHEAD A VENUE ~ r,/-z.,L oJ,, DATE OWN IY j&'.M PROiacrr-. 11 ---CHKD IY RS l'lf:LD IT PIP0517 438-8L CMWD#_ - 0 ~ <> t, [!l ~ ~ " "' <> " .. (l} © NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE AOJUSTMENTtMOOIFICATION OF EXISTING IRRIGATION SYSTEM WITHIN THIS ANO OTHER AREAS AFFECTED BY THE PROPOSED IMPROVEMENTS. Ale LAYOUT SHALL BE CONFIRMED WITH OWNER'S AUTHORl7FD REPRESENTATIVE PRIOR TO COMMENCING WORK SYMBOL T H F MANUFACT .. .... RAIN BIRO <> e • RAIN BIRO II> " .. RAIN BIRD [!l 8 Ill RAIN BIRD ~ !! ■ RAIN BIRO ,. ti RAIN BIRD --~ RAIN BIRO -~--, ' .. e 0 AAlN BIRO "' e • 'RAIN BIRD & & • RAIN BIRD " " " RAIN BIRD ~ • RAIN BIRD .. AAINBIRO ~~ RAIN BIRO ~® RAIN BIRD NO SYMBOL RAIN BIRD @ P.O.C. II WILKINS e WILKINS IS HAYWARD !ii SUPERIOR (RECYCLED WATER) IRRIGATION MATERIAL LEGEND MODEL NO,/ DESCRIPTK)N 1806-SAM-PRS POP-UP TURF HEAD WI RAIN BIRD5-0T/H NOZZLES W/N.P. CAP 1806-SAM-PRS POP-UP TURF HEAD WI RA.IN BIRDB-0/T/WF NOZZI..ES W1 N.P. CAP 1806-SAM-PRS POP-UP TURF HEAD WI RAIN BIRO 10-QIT,+\IFNOZZLES W/N.P. CAP 1806-SAM-PRS POP-UP TURF HEAD WI RAIN BIRO 12-0'Ti11/FNOZZLES W/N.P. GAP 1806-SAM-PRS POP-UP TURF HEAD WI RAIN BIRO 15-0'Tn-t/FNOZZLES W/N.P. CAP 1806-SAM-PRS 15EST/15SST POP-UP TURF HEAD W/ N.P. CN' 1812-SAM-PRS POP-UP SHRUB HEAD W/ RAIN BIRO S--OTt'H NOZZLES W/N.P. CAP 1812-SAM-PRS POP-UP SHAUB HEAD W/ RAIN BIRO 8-0Ti1-I NOZZLES W/N.P. CAP ' . 1812-SAM-PAS POP-UP SHAUB HEAD W/ RAIN BIRO 1o-orT/HIF NOZZLES W/N.P. CAP 1812-SAM-PAS POP-UP SHAUB HEAD W/ RAIN BIRD 12-QIT,HIF NOZZLES W/N.P. CAP 1812-SAM-PRS POP-UP SHAUB HEAD WI RAIN BIRO 15-Ql'Tn-t/F NOZZLESW/N.P. CAP 1812-SAM-PRS 15EST/15SST1t5CST POP-UP SHAUB HEAD W/N.P. CN' 1806-SAM-PRS POP-UP BUBBLER HEAD WI RAIN BIRD 5FBl5CST-PCS-040 NOZZLES, USE SF-8 NOZZLES FOR PLANTERS WIDER THAN 21/2", USE 5CST-EI NOZZLES FOR PLANTERS LESS THAN 21/l' WI N.P. CAP 1812-SAM-PRS POP-UP SHRUB HEAD WITH RAIN BIRO ROTARY NOZZLES R1J -1BO'H.FW/N.P.CAP 1812-SAM-PRS POP-UP SHRUB HEAD WITH RAIN BIRO ROTARY NOZZLES A17 -240/H/FW/N.P. CAP HEADS WITH POSSIBLE LOW HEAD DRAINAGE SHAL.LUTLIZETHESAM-PRS OPTION USE AS REQUIRED TO PREVENT LOW HEAD DRAINAGE DRAINAGE • GPM . .!O. ,30, .40 .26, .35, .52, , .~ ,39, ,52, .79, 1.57 .65, .87 , 1.J, 2.6 ,93. 1.23, 1.85, 3.70 .61, 1.21 .20, .30, .4D .26 .. 35, ,52,.1.05 .39, .52, . 79, 1.57 .65, .87. 1.J. 2.6 .93, 1.23, 1.85,3.70 .61, 1.21, 1.21 ·"" 40, .80. 1.6 .75, .1.5,3.0 1-112'" RECYCLED WATER IRRIGATION METER WITH A 2'" SERVICE LINE, VEAIFY SlZE, PRESSURE AND LOCATION IN FIELD i75XLS SERIES, 1-1/2: REDUCED PRESSURE BACKFLOW PREVENTION A.SSEM61..Y SOOHLA 1-1/2" PRESSUAE REGULATOR. INSTALL.ED AS PART OF BACKFL.QV\I ASSEMBLY "°°El #72 BASKET STRAINER. 2" SIZE. WITH FLANGED CONNECTIONS, AND~ MESH FLTffl ELEMENT 3200-R SERIES 1-112" NORMAL.LY CLOSED. RECYCLED WA TEA, MASTER CONTROL VAL~ PSI 30 30 30 30 30 30 30 ., 30 30 30 JO 30 30 3D I IE] RAIN MASTER -WATTS FS-150, 1-112' FLOW SENSOR, INSTALL PEA MANUFACTURER'S RECOMMENDATIONS AND WIRE TOCONTAOUER WITH EV-sEN• B-6080-SS-SH FULL POAT BRONZE VALVE, STAINLESS STEEL BALL, STEM AND HANDLE USE ON 21/2" UAINLINEAND SMALLER LINE SIZE UP TO 2'. USE 2" ON 2112' LINE ' E • RAINBJRD ® NELSON Cl RAIN MASTER B w.c.s. El Nt, ASAPPAO\IED AS APPROVED ASAPPAOVEO NO SYMBOL AS APPROVED NO SYMBOL 3M l>IOSYMBOL ASAPPRO\IED NO SYMBOL T. OHAISTV'S NO SYMBOL AS APPROVED NO SYMBOL AS APPROVED • AS .t.PPROVEO M AS APPROVED l:ii:I AS APPROVED PESB-A-NP-HAN (1°0R 1-1/2") SERIES, RECYCLED WATER, PLASTIC REMOTE CONTROL VALVE, SIZEAS SHOWN 7645, 1' NON-POTABLE, OUICI< COUPLER V,',LI/E WITH PUAPlE LOCKING COVER EAGLE RME24EG-SP. 24 STATION CONTROLLER ASSEMBLY, INSTALLED WITHIN STAlt.E.SS STEEL PEDEST,lil ENCLOSURE, AS PART OF CONTAOU.ER ASSEMBLY RAIN SENSOR, AG/AG-VA, MOUNT TO REAR OF ENCLOSURE ANO WIRE TO CONTAOLLER, INSTALLED WITHl,I VANDAL RESISTANT STAINLESS STEEL ENCLOSURE 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERFY ACTUAL LOCATION IN FIELD PURPLE RECYCLED WATER PVC PIPE3/4" -2" SCH. 40 AS LATERAL LINES WITH 1Z-COVER 8ELOWGAAOE PURPLE RECYCLED WATER PVC PIPE 2" -2-1/Z" CLASS 315 AS MAINLINES WITH 18'"COI/ER BELOW GRADE PURPLE RECYCLED WATER PVC PIPE SCH. 40 AS SLEEVING UNDER PEDESTAIAN PAVING, TWICE TI-IE DIAMETER OF PIPE OR WIRE BU NOLE CARRIED. PVC PIPE SCH, 80 AS SLEEVlriG UNDER VEHICI.£ PAVING, THREE TIMES THE DIAMETER OF PIPE OR W!RE BUNDLE CARRIE□. LATERAL SLEEVE DEPTH UNDER VEHICI.E PAVING •JO", LATERAL SLEEVE DEPTH UNDER PEDESTRIAN P"VING . 12", MAINLINE /WIRE SLEEVE DEPTH UNDER VEHICLE PA\ING a 30'" MAINLINE I WIRE SLEEVE DEPTH UNDER PEDESTRIAN PAVING ,. 18' ' IRRIGATION CONTROL WIRE f14UF AWG DIRECT BUR!Al tU.L APf>ROVEO) OBY DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS RECLAIMED WATER SIGNS, INSTALL QUANTITY AND LOCATIONS PER CITY REQUIREMENTS RECLAIMED WATER VALVE 1.D. TAG INSTALL WITHIN EACH VALVE BOXTYP. ALL VALVE BOXES SHALL BE PURPLE COLOR COOED AND M,lt,RKEO AS REQUIRED CONTROi.LEA SHALL HAVE RECLAIMED WATER PLACARDS INSTAL.lEDAS REQUIRED RECYCLED WATER SIGNS. INSTALL QUANTITY AND LOCATIONS PER TtE CITYOF CARLSBAO ANO SAN DIEGO COONTY DEPARTMENT OF ENV!AONMENTAL HEALTH REQUIREMENTS FIRE HYDRANT PE.A CIVIL ENGINEER'S SHEETS PAOf'OSED ELECTRICAL TRANSFORMER PER ARCHITECT'S ANO ELECTRICAL ENGINEER'S Pl.ANS All EQUIPMENT SHALL COMPLY WITH THE CITY OF CARLS8AD WATER DISTRICT FOR RECYCLED WATER ,--------<CONTROLLER ,-----'VALVE NUMBER ~----·VALVE SIZE CONTROLLER ASSEMBLY LOCATION NOTE: CONTROILER LOCATION SHOWN ON THIS DRAWING IS APPROXIMATE THE LANDSCAPE CONTRACTOR SHALL STAKE OUT THE CONTROLLER LOCATION FOR RFVIEW AND APPROVAL BY THE OWNER PRIOR TO INSTALLATION OFT HIS EQUIPMENT THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ELECTRICAL (',ONNECTION FROM 120 VOLT POWER SOURCE TO THE CONTROLLER AND ALL WIRE CONNECTIONS FROM All VALVES AND APPURTENANCF VALVES TO TERMINAL STRIP. REFER TO ELECTRICAL ENGINEER'S DRAWING'S FOR POWER SOURCE. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL STATE AND NATIONAL ELECTRICAL CODES AND REGULATIONS. FINAL LOCATION AND EXACT POSITIONING OF THF CONTROLLER SHALL BE DETERMINED BY THE OWNER MINOR MODIFICATIONS OF CONTROll ER REQUESTED BY THE OWNER SHAU BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER VALVE LOCATION NOTE: ELECTRIC CONTROL VALVES AND ISOLATION VALVE .OCATIONS ON THIS DRAWING ARE APPROXIMATE THE LANDSCAPE CONTRACTOR SHALL STAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTAI LATION OF AU VALVES. FINAL LOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVES AND ISOLATION VALVES SflALL BE DETERMINED BY THE OWNER MINOR MODIFICATIONS OF ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CON'TRACTOR AT NO ADDITIONAL COST TO THE OWNER FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE IN':iTALLATION SHALL CAUSF THF CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER IN GENERAL, UNLESS OTHERWISE DIRECTED BY OWNER. ALL VALVES SHAU BE INSTALLED THREE FEET FROM EDGE OF HARDSCAPE. WAI.K OR CURB IN SHRUB Pl.ANTING AREAS ~ ,-;! -.I I (!) I <( LJ.j RADIUS SFT SFT ,OFT 12FT 15 FT ~X15FT -; 5FT 8FT '° FT ",,+ 't 4 SFT fFT 0 FT 21 FT I I I I ~ ....J. ~ ~ LLJ g (/J REFER TO STREETSCAPE IMPROVEMENT PLANS BY TESHIMA DESIGN GROUP FOR PROPOSED STREETSCAPE IRRIGATION AND PLANTING. CITY OF CALRSBAD LANDSCAPE IMPROVEMENT DRAWING #409-1L. ALL STREETSCAPE IS TO REMAIN UNDISTURBED UNLESS IT IS IN DIRECT CONFLICT WITH THE PROPOSED HARDSCAPE PLANS . KEYMAP NOT TO SCALE I a I ¥ I V\ I 1 10 20 1 I 6" 'Z' MAINLINE W/ WIRES, TYP, 40 1/t 8CAP F AND NOATh I 60 2-rr MAN.INE 1 WIAES, TYP. I j 16 J7 11 I // I I I 1/4' 28 I l , -• 12"-MAINI.INE WIWIRES, TYP-:----_ --_/ 6 J8 1.5" - 2-1/'r IIWNLI~-' WIWIAES, REFER TO NOTE "B" AT RIGHT~~ MEZZ. --------------- NOTE CONTRACTOR SHAI L BF RESPONSIBLE FOR THE COMPLETE TMENTiMODIFICATION OF EXISTING IRRIGATION SYSTEM W ER AREAS AFFECTED BY THE PROPOSED OVEMENTS. L BE CONFIRMED WITH OWNER'S AUTH NGING WORK -- 23 1.s· J/4 /4 ---- I I c.D I--LU LU I Cf) I LU I~ NOTE A: CONTRACTOR SHALL PROTFCT IN PlACE EXISTING PERIMITFR IRRIG.<TION CONTRACTOR SHALL ADJUST THE ADJACENT DISTURBED EXISTING IRRIGATION SYSTEMS TO A UKE NEW MANNER IN AREAS WHERE CONSTRUCTION DISTURBS THE ADJACENT AREAS. SAID IRRIGATION REPAIRS SHALL CONFORM TO CURRENT CTY STANDARDS VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING IRRIGATION SYSTEM IN THIS AREA AS REQUIRED SYSTEM SHALL PROVIDE COMPLETE COVERAGE AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE ADJUSTMENT/MODIFICATION OF EXISTING IRRIGATION SYSTEM WITHIN THIS AND OTHER AREAS AFFECTED BY THE PROPOSED IMPROVEMENTS ALL LAYOUT SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCll'.G WORK. NOTEB: IRRIGATION SYSTEM LAYOUT HAS BEEN DESIGNED TO ACCOMMODATE SHRUB HEDGES AND TO MINIMIZE SPRAY PATTERN DISTORTION OR BLOCKAGE FROM HEDGE ROWS CONTRACTOR SHALL INSTALL SPRINKLERS IN FRONT OF HEDGE ROWS TO AVOID ANY DISTORTION OR BLOCKAGE FROM HEDGE ROWS AND ALSO TO PROVIDE ADEQUATE COVERAGE TO ALL PLANTER AREAS INCLUDING THE HEDGE ROWS. ALL LAYOUT SHAL,L BE CONFIRMED IN FIELD WITH OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE· CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING WITHIN THE DRIPLINE OF EXISTING TREES, NO MECHANICAL TRENCfllNG WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. CONTRACTOR SHALL REFER TO ARBORIST REPORT FOR ADDITIONAL PRECAUTIONS REQUIRED FOR THE EXISTING TREES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. NOTE ALL SPRAY HEADS ADJACENT TO BUILDING SHALL BE INSTALLED A MINIMUM DISTANCE OF 12" INCHES FROM BUILDING TO AVOID OVERSPRAY ONTO BUILDING QR WINDOWS. ALL LA YOIJT SHALL BE CONFIRMED IN FIELD WITH OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE: MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP NOTE: ALL SPRAY HEADS ADJACENT TO PARKING STALLS CURBS WITHIN GAR OVERHANG AREAS SHALL BE MODEL 1806-SAM 6'' POP-UP SPRAY HEADS TO AVOID CAR OVERHANG INTERFERENCE. CONTRACTOR SHALL VERIFY ALL CAR OVERHANG AREAS THAT SHALL RECEIVE THE 1806-SAM SPRAY HEADS NOTE: USE ADJUSTABLE ARC NOZZLES FOR All HEADS LOCATED IN AREAS WHERE A STANDARD ARC PATTERN OVER SPRAYS ONTO BUILDINGS, WALLS OR PAVING. AD,JUSTABLE ARC NOZZLE SHOULD HAVE THE SAME RADIUS OF THROW AS THE NOZZl F BEING RFPI ACED. NOTE: -_ :.fil;FER TO NOTE "B" AT RIGHT ---------- z I ....J II -1 ~ CONTRACTOR SHALL ADJUST All HEADS AS REQUIRED TO ACCOMMODATF ANY VFRTICAI OBSTRUCTIONS TflAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. WHEN A 18D DEGREE ARC HEAD IS LOCATED WITHIN 3 FEET OF AN OBSTRUCTION THE CONTRACTOR SHAU INSTAI l TWO 9D DEGREF ARC HEADS AND ADJUST TO AVOID THE OBSTRUCTION CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, PROPERTY LINES, DIMENSIONS, ETC. PRIOR TO BIDDING AND PRIOR TO COMMENCING WORK NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH ALL SITE CONDITIONS PRIOR TO BIDDING AND PRIOR TO C',OMMENCING WORK. LOCATION TO BE INSTALLED D CURO,PAVING TYPICA ... - REFER TO NOTE "A" ABOVE RIGHT--'>,,. Smith Consulting Architects '. ' [', • 1 I C R I D G E LANDSCAPE ARCH ITECTS 755 Raintree Drive, Sute 300 Carlsbad, CA 92000 Tel 760 438 1002 Fax 760 4381155 www.rfdgela.com i.s· REVIEWED BY: INSPECTOII" ------------PROPOSED BUILDING . --- R,C.E. ______ _ I I I I I I I I ] I I I I I NOTE ALI PIPING AND WIRE SHA! l BE SI FEVFD UNDER PAVING All SLEEVES TO BE MINIMUM 2X 1)11\MFTFR OF PIPE SLEEVES. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MINIMUM 2-INCH DIAMETER WIRE SLEEVE SLEEVING TO EXTEND MINIMUM 12 INCHES BEYOND PAVING NOTE IRRIGATION SLEEVES SHOWN FOR MAJOR STREET AND DRIVFWAY CROSSINGS FOR CLARITY ONLY CONTRACTOR SHALL INSTALL SLEEVING BELOW ALL PAVING, HARDSCAPE. ETC. AND AS DIRECTED BY OWNEffS AUTHORIZED REPRESENTATIVE. NOTE WHEN POTABLE WATER LINE AND RECYCLED WATER LINE CROSS. THE RECYCLED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE, THE SLEEVE SHALL EXTEND 10 FEET FROM EACfl SIDE, FROM THE CENTER LINE OF POTABLE l.lNE. FOR A TOTAL OF 20 FEET A 10 FOOT HORIZONTAL SEPERATION BETWEEN POTABLE WATER AND RECYCLED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINES MUST BE INSTALLED ABOVE THE RECYCLED LINE ASSURE THAT NO "RECLAIMED WATER" IS INSTALLED PAST 'PRIVATE PROPERTY" LINES. THIS INCLUDES ANY GATED ENTRIES TO HOMES. BACK YARDS, OR ANY AREA UNDER THE CONTROL OF THE INDIVIDUAL HOMEOWNER NOTE: DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR RUNOFF. THERE ARE NO OUTSIDE DR INKING FOUNTAINS ON THIS SITE. FOR IRRIGATION LEGEND -SEE SHEET 7 FOR IRRIGATION DETAILS -SEE SHEET 8 FOR IRRIGATION NOTES -SEE SHEET 9 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 13-16 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARL8BAD PLNINING DePAAI ll!NT LANDSCAPE IRRIGATION PLAN OPUS POINT LOTS 5-6 3193 LIONSHEAD A VENUE CMWD# 091407 Q .. '" .. "" [! .. "' " " G " (j) © SYMBOL T H F MANUFACT .. .... RAIN BIRD " .. • RAIN BIRD ► .. • RAIN BIRD IS B !E RAIN BIRD [! !'l • RAIN BIRO "' Iii RAIN BIRD -~ RAIN BIRD "' e 0 RAIN BIRD " e • RAIN BIRD " " • RAIN BIRD " e .. RAIN BIRD "' -RAIN BIRD .. RAIN BIRD ~~ RAIN BIRD @® RAIN BIRD NO SYMBOL RAIN BIRD 9 P.0.C □ WILKINS IEI WILKINS □ HAYWARD r;;J SUPERIOR (RECYCLED WATER) IRRIGATION MATERIAL LEGEND MODEL NO./ DESCRIPTlON 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD 5-0/T/H NOZZLES W/N.P. CAP 1806-SAM-PRS POP-UP TURF HEAD Wt RAIN BIRD 8-Q/T/H/F NOZZLES WI N.P. CAP 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD 10-Q'l/H,IF NOZZLES W/ N.P. CAP 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRO 12-Q/TIH/F NOZZLES WI N.P. CAP 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD 15-Q/T/H/F NOZZLES WI N.P. CAP 1806-SAM -PRS 15EST/15SST POP-UP TURF HEAD WI N.P. CAP 1812-SAM-PRS POP-UP SHRUB HEAD WI RAIN BIRD 5-QIT/I, NOZZLES W/ N.P. CAP 1812-SAM-PRS POP-UP SHAUB HEAD WI RAIN BIRD 6-0/T/H NOZZLES W,1 N.P. CAP 1812-SAM-PRS POP-UP SHAUB HEAD W/ RAIN BIRD 11}-QfTIH/F NOZZLES WI N.P. CAP 1812-SAM-PRS POP-UP SHAUB HEAD WI RAIN BIRD 12-0/T,1-I/F NOZZLES W/N.P. CAP 1872-SAM-PRS POP-UP SHAUB HEAD WI RAIN BIRD 15--QIT.1-I/F NOZZLES W/N.P. CAP 1812-SAM-PAS 15EST/15SST/ I 5CST POP-UP SHRUB HEAD Wl N.P. CAP 1806-SAM-PRS POP-UP BUBBLER HEAD W/ RAIN BIAD5FB/5CST-PCS-040 NOZZLES. USE SF-B NOZZLES FOR PLANTERS WIDEA THAN 21/2', USESCST-8 NOZZLES FOR PLANTERS LESS THAN 21/2' W/ N.P. CAP 1812-SAM-PRS POP-UP SHRUB HEAD WITH RAIN BIRD ROTARY NOZZLES R13 -18 Q'HIFWI N.P. CAP 1812-SAM-PRS POP-UP SHRUB HEAD WITH RAIN BIRD ROT AA¥ NOZZLES R17-24Q'HIF W/N.P. CAP HEADS WITH POSSIBLE LOW HEAD DRAINAGE SHALL UTILIZE THE SAM-PAS OPTKJN USE AS REQUIRED TO PREVENT LOW HEAD DRAINA.GEORAJNAGE . GPM .20, .30, AO 26, .35, .52, 1.05 .39 .. 52, .79, 1.57 .65 .. 67. 1.3, 2.6 .93, 1 .23, 1.as, 3.10 .61. 1.21 ,20, .30, .40 .26 .. 35, .52, .1.05 .39, .52, 79, 1.57 .65 .. 67.1.3.2.6 93, 1 .23, 1.85, 3.70 .61 , 1.21 1.21 .,o .40 .. aa.1.6 .75 .. 1.5. 3.0 1-112" RECYCLED WATER IRRIGATION METER WITH A 2" SERVICE LINE, VERIFY SIZE. PRESSURE AND LOCATION IN FIELD 975XLS SERIES, 1-112" REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY 500HLR 1-1/2" f>RESSURE REGULATOR. INSTALLED AS PART Of BACKFLOW ASSEMBL y MODEL #72 BASKET STRAINER, 2" SIZE, WITH FLANGED CONNECTIONS, ANO 80 MESH FILTER ELEMENT 3200-R SERIES 1-112'" NORMALLY CLOSED, AECYClED WATER. MASTER CONTROL VALVE PSI 30 30 30 ao ao 30 30 30 30 30 30 30 30 30 30 RADIUS 5 FT 8 FT ,o FT '2 FT 4)(15 FT , 4X30 FT 3 FT 16 FT 21 FT □ RAIN MASTER -WATTS FS-150, 1-1/2" FLOW SENSOR, INSTALL PEA MANUFACTURER'S RECOM'-'ENDATIONS AND WIRE TO CONTROLLER WITH E\i-SEN-CABLE 13-6080-$$-$11 rULL POAT BRONZE 'IALVI:, STAINLESS STEEL SALL, STEM AND HANDLE USE ON 2 1/2"' MAINLINE ANO SUAllER LINE $1ZE UP TO 2", USE 2" ON 21/2" LINE ' • RAINBIAD @ NELSON □ RAIN MASTER □ w.c.s. El NIA AS APPROVED AS APPROVED AS APPAOVED NO SYMBOL AS APPROVED NO SYMBOL 3M NOSYMIDL AS APPROVED NO SYMBOL T. CHRISTY'S NO SYMBOL AS APPROVED NO SYMBOl ASAPPFIOVED • AS APPROVED ..... AS APPROVED ~ AS APPROVED PESB-A·NP-HAN (1" OR 1-1/2") SERIES, RECYCLED WATER. PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN 76•5. 1" NON-POTABLE, QUICK COUPLER VALVE WITH PURPLELOCK'NG COVER EAGLE RME24EG-SP, 241 STATION CO~TROLLER ASSEMBLY, INSTA.LLED WITHIN STAINLESS STEEL PEDESTAL ENCLOSURE, AS PART OF CONTROLLER ASSEMSLY RAIN SENSOR, AGIRG-VR. MOUNT TO REAR OF ENCLOSURE AN DWIRE TO CONTROLLER INSTALLED WITHIN VANDAL RESISTANT STAINLESS STEEL ENCLOSURE ' 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD PURPLE RECYCLED WATER PVC PIPE 3/4" -2" SCH. 40 ,',S LATERAL.LINES WITH 12" COVER BEL.cm GRADE PURPLE RECYCLED WATER PVC PIPE 2' -2-1/2' CLASS 315 AS MAINLINES WITH IS"COVER BELOW GRADE PURPLE RECYCLED WATER PVC PIPE SCH. 40 AS SLEEVING UNDER PEDESTRIAN PAVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. PVC PIPE SCH. 80 AS SLEEVING UNDER VEHICLE PAVING, THREE TIMES THE DIAMETER OF PIPE 0A WIRE BUNDLE CAARIElJ . LATERAL SLEEVE DEPTH UNDER VEHICLE PAVING .. 30", LATERAL SLEEVE DEPTH UNDER_PEDESTRIAN PAVING ~ 12"", MAINLINE I WIRE SLEEVE DEPTH UNDER VEHICLE PAVING . JO"', ~AINLINE I WIRE SLEEVE DEPTH UNDER PEDESTRIAN PAVING "' 18'' IRRIGATION CONTROL WIRE lf14UF AWG DIRECT BURIAL(U.L. APPROVED) OBY DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS RECLAIMED WATER SIGNS, INSTALL QUANTITY AND LOCATIONS PER CITY REQUIREMENTS RECLAIMED WATER VALVE 1.0. TAG INST AU WITHIN EACH VALVE BOX TYP ALL VALVE BOXES SHALL BE PURPLE COLOR COOED ANO MARKED AS REQUIRED CONTROLLER SHALL HAVE RECLAIMED WATER PLACARDS INSTALL.ED AS REQUIRED RECYCLED WATER SIGNS, INSTALL QUANTITY AND LOCATIONS PE:A THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMEN TAL HEAL TH REQUIREMENTS FIRE HYDRANT PER CIVIL ENGINEERS SHEETS PROPOSED ELECTRICAL TRANSFORMER PERAACHlfECT'S AflO ELECTRICAL ENGINEER'S PLANS " ALL EQUIPMENT SHALL COMPLY WITH THE CITY OF CARLSBAD WATER DISTRICT FCfl RECYCLED WATER ~----CONTROLLER ~----',ALVE NUMBER L----VALVE SIZE BACKFLOW PREVENTER EQUIPMENT LOCATION NOTEc BACKFLOW PREVENTER LOCATION SHOWN ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT THE BACKFLOW PREVENTER. ANO ALL IRRIGArlON APPURTENANCE LOCATION FOR REVIEW AND APPROVAL BY CITY BACKFLOW SPECIALIST AND THE OWNER PRIOR TO INSTALLATION OF THIS EQUIPMENT. FINAL LOCATIOci ANO EXACT POSITIONING rn: BACKFLOW PREVENTER AND ALL IRRIGATION APPUR ftNANCE SHALL BE DETERt.'IN ED BY CITY BACKFLOW SPECIALIST AND THE OWNEH MINOR MOl)IFICATIONS OF THE BACKFLOW PREVENTER. AND ALL IRRIGATION APPURTENANCE .~S REQUESTED BY THE OWN FR SHALi BF . F'ROVIOFD BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER F/111 URE TO OBTAIN O\/1/NER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE COfHRACTOR TO MAKE OWNER DIRECTED REVISION AT NO CHARGE 'IALVE LOCATION NOTE: ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE 1\?PROXIMATF THF I A~JDSCAPF COfJTRACTOR SHALL STAKE OUT EACH ELECTRICAi CONTROi VAi VF ,,ND ISOLATION VALVE I OCATION FOR REVIEW AND APPROVAL BY OWNFR PRIOR TO INSTALLATIOti OF ALL VALVES. FINAL LOCATION ANO I I I I I I 14 LIONSHEAD AVENUE • <o 11/l' -----· 43 1 1' 1---2-112" Ml\ll«.INE W/ WIRES , lYP. / Jli ~ 2-112" MI\IILINE ""--Re:IYlc't('~~DW-·o" ABOVE RIGHT PROPOSED BUILDING ·-REFER TO NOTE "B" ABOVE RIGHT I .f4D!NG ARtA ,(--':.:,-.;~= -- H REFER TO NOTE "D" ABOVE RIGHT __ _.- Mt,iNUNE SHOWN WITHIN PA Cl ARiTY ONLY. AC1tlAL MAii• LOCATION TO BE INSTALLED BEHIND CURB/PAVING TYPIC 15 so 'FOR IE i8'' -~ cJ, ~ I 0, 8' 1• I I I I 1' J/1 (~ ' I I I I I I ~ ' I I 40 16 4' 10 • □.___ __ 21/t "' 39 -~---- 18 w ' 'I 1' I I =- 1.5" / 21/1 1.,lo" 28 Jl I 2-112" MAINLINE W/ Wft.S , lYP. REFER ~OTE 'D" ABOVE IGHT--__.,. ( ·-s" I L fl' 3/1' r 1 5•,t l fl I! 2' -1·-- NOTE A: "OINT OF CONNECTION SHALL BE AN I 1,2·· RECLAIMED WATER METER WITH A 2" SERVICE L:NE. VERIFY THE AC'UAL LOCATION. SIZE AND WATER PRESSURE IN THE FIE; D l'HIO'l TO STARTING WORK. IF ANY OF TH[ POG INFOP.MATION SHOWN ON THES!' DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAl POC !~FORMATION GATHERED IN THE FIFI f1 IMMFfJIATELY ~OTIFY THE LANDSCAPE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATiON ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR STATIC WATER PRESSURE DESIGN WATER PRESSURE MAXIMUM SYSTFM DEMAND RESIDUAL PRESSURE NOTE B 117 PSI 67PSI 43GPM SOPSI CONTROLL.ER SHALL BE RAIN MASTER RME24EG ,>f', 24 STATION EAOLF CONTROLLER ASSEMBLY INSTAi . .LED IN STAINLESS STEEL PEDESTAi F1'Cl OSURE. AS PART OF CONTROU.ER ASSEMBLY FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S 1\JTHORIZEO REPRESENTATIVE PRIOR TO COMMENCING WORh NOTEC. CONTRACTOR SHALL PROTECT IN PLACE EXIST/NG PERIMITER IRR1GATION. COi\ TRACTOR SHALL ADJUST THE ADJACENT DISTURBED EXISTING IRRIGATION SYSTFMS TO A LIKE NEW MANN FR It, AREAS WHERE CONSTRUCTION DISTURBS THE ADJACENT AREAS. SAID IRRiGAT/ON REPAIRS SHALL CONFORM 10 CURRENT CTY STANDARDS. VERIFY ALL LAYOUT IN FIEID WITH O\W,ER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING IRRIGATiON SYSTEM AS REQUIRED. SYSTEM SHALL PROVIDE COMPLETE 100% HEAD TO HEAD COVERAGE AND AS APPROVFD BY OWNER'S AUTHORIZED REPRESENTATIVE CONTRACTOR SHALL BE RESPONSIBLF FOR THE COMPLETE ADJUSTMENT/MODIFICATION OF EXISTING IRRIGATION SYSTEM WITHIN THIS AND OTHER AREAS AFFECTED BY THE PROPOSED IMPROVEMENTS ALL LAYOUT SHA! L BE CONFIRMED WITH OvVNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK NOTED· IRRIGATION SYSTEM LAYOUT HAS BFFN DFSIGNFD TO ACCOMMODATE SHRUB HEDGES AND TO MINIMIZE SPRAY PATTERN DISTORTION OR BLOCKAOE FROM HEDGE ROWS CONTRACTOR SHALL INSTALL SPRINKLERS IN FRONT OF HEDGE ROWS TO AVOID ANY DISTORT!ON OR BLOCKAGE FROM HEDGE ROWS AND ALSO TO PROVIDE ADEQUATE COVE:RAGE TO ALL PLANTER AREAS INCLUDING THE HFDGF ROWS All LAYOUT SHALL BE CONFIRMED IN FIELD WITH OWNERS REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING WITHIN THE DRIP! INE OF EXISTING TREES NO MECHANICAL TRENCHING WiTHIN THE DR/PLINE OF THE EXISTING TREE WILL BE ALLOWED. CONTRACTOR SHALL REFER TO ARBORISl REPORT FOR ADDITl0r,AL PRECAUTIONS REQUIREC FOR THE EXISTING Tf!EES VERlfY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. NOTE ALL SPRAY HEADS ADJACENT TO BUii DING SHA! I BE INSTAU ED A MINIMUM DISTANCE. OF 12" INCHES FROM BUIIDING TO AVOID OVFRSPRAY ONTO RUH DING OR WINDOWS. AU LAYOUT SHALL BE CONFIRMED IN FIELD WITH OWNEffS REPRESENTATIVE PRIOR TO COMMENCING WORK NOTF MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF !8" OFF ADJACENT HARDSCAPE AND OTHER OBSrACLES TYP NOTE ALL SPRAY HEADS AD.!ACENT TO PARKING STALLS CURBS WITHIN CAH OVERHANG AREAS SHALL SE MODEL 1806-SAM 6" POP-UP SPRAY HEADS ro AVOID CAR OVERHANG l~ffEHFERENCE. CONTRACTOR SHAil VERIFY AU CAR OVERHANG AREAS THAT SHI\LI. RECENE THE 18D6·SAM SPR.AY HE.~DS NOTEc USE ADJUSTABLE ARC NOZZLFS FOR ALL HEADS LOCATED IN AREAS WHERE A STANDAHD ARC PATTEl~N OVER SPRAYS ONTO BUILDINGS. WALLS OR PAVING. ADJUSTABLE ARC NOZZLE SHOULD HAVF THE SAME RADIUS OF THROW AS THE NOZZLE BEING REPLACED. NOTE. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR. INCLUDING BUT NOT LIMITED 10 LIGHT POLES. Fll1E HYDRANTS, FTC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHOHIZED REPRESFN1 ATIVE PRIOR TO COMMENCING WORK. WHF.N A 180 DEGREE ARC HEAD IS I OCATED WITHIN 3 FEET OF AN OBSTRUCTION THF CONTRACTOR SHALL INSTALL TWO 90 DEGREE ARC HEADS AND ADJUST TO AVOID THE OBSTRUCTION CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS. PROPERTY LINES. DIMENSIONS. ETC PRIOR TO BIDDING AND PRIOR TO COMMENCING WORK NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND CONTRACTOR SHALL THOROUGHLY FAM/l lARIZE HIMSELF WITH ALL SITE CONDITIONS PRIOR TO BIDDING AND PRIOR TO COMMENCING WORK. NOTE: ALL PIPING AND WIRE SHALL BE SLEEVED UNDER PAV11'G ALL SLEEVES TO BE MIN!MUM 2X DIAMETER OF PIPE SLEEVES. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MINIMUM 2-INCH DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND MINIMUM i 2 INCHES BEYOND PAV!NG NOTE: IRRIGATION SLEEVES SHOWN FOR MAJOR STREET AND DRIVEWAY CROSSINGS FOR CLARITY ONl Y CONTRACTOR SHALL INST ALL SLEEVING BELOW ALL PAVING. HARDSCAPE, ETC. ANO AS DIRECTED 8Y OWNER'S AUTHORIZED REPRESENTATIVE. ~ ""l NOTE: ==---~=====---======---=;;i::::'~===----.::=====---=======---===J~=::;;;...-__:=== --=-J-,,,,-/ ~ WHEN POTABLE WATER LINE AND RECYC:.FD WATER I INF CROSS. THE. RECYCLED UNF SHAU BE INSTALLED WITHIN A PROTECTIVE SLEEVE THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE. F'---======---:/=-=:=:-~~=._/';";'~====:...-_:=====---'======--l FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. A 10 FOOT HORIZONTAL -·-SEPERATION BETWEEN POTABLE WATER AND RECYCLED WATER MAINS MUST BE MAINTAINED AT ALL :;,: °"~ ------~-------------==---_,;:;:;;;;s,,.-.;:~--=====._1'Z'!!!MAl;!Nl..,;!;INE[!'.;:fJ.=-=::.,=---=====~~~-==;;;--4'--:c::_--¥ TIMES THE POTABLE LINES MUST Bf INSTI\U FD ABOVE THE RECYCLED LINE. /"===='--~\"°7~~==---""====---=====o....-~Jc= ASSURE THAT NO "RECLAIMED WATER" IS INST Al LFD PAST "PAIVA IE PROPERTY" LINES. THIS INCLUDES ANY GATED ENTRIFS TO HOMES, BACK YARDS, OR ANY AREA UNDER THE CONTROL OF THE INDIVIDUAL HOMEOWNER 33 -"' (j 1.5" f5; ------------------------------------------------------·------------------EXJ\Cf POSITIONING FOR ELECTRIC CONTROL VALVES AND ISOLATION VALVES SHALL BE DETERMINED BY THE OWNER MINOR MODIFICATIONS OF ELECTRIC CONTROL VALVES AND ISOLATION VALVE l OCI\TIONS AS REQUESTED BY THE OWNER SH/ILL BE PROVIDEDBYTHECONTRACTORATNOADOITIONALCOSTTOTHEOW"iER FAILURE FOR LANDSCAPE IRRIGATION LEGEND -SEE SHEET 7 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS . TO OBTAIN OWNER'S .A.PPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTORTOMAKEOWNERDIRECTEDREVISIONSATNOADDITIONALCOSTTO FOR LANDSCAPE IRRIGATION DETAILS -SEE SHEET 8 THf OWN FR. IN GFNFR/11. UNI FSS OTHERWISE DIRECTED BY OWNER. ALL VAl.VES ·As BUILr SHAU BF INST/\UFDTHREEFFFTFROMFDGEOF H1\RDSGAPF. WAIKORCURBIN FOR LANDSCAPE IRRIGATION NOTES & CALCULATIONS -SEE SHEET 9 SHRUB PLANTING AREAS, 1---------------------7r----------------------1"'-----------•••-,-----•--•••••••••••-••-,----•----•••••------""-------,;,_---•••----•-•-------1'!!!!!!!!!!!!!!!!!"!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!1'!!!!!!!!!!!!!!~ 1 ·6 I II ~N~ ~.l?.= 11· ~618 I REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. REFER TO STREETSCAPE IMPROVEMENT PlANS BY TESHIMA DESIGN GROUP FOR PROPOSED STREETSCAPE IRRIGATION AND PLANTING. CITY OF CALRSBAO LANDSCAPE IMPROVEMENT DRAWING #409-1L ALL STREETSCAPE IS TO REMAIN UNDISTURBED UNLESS IT IS IN DIRECT CONFLICT WITH THE PROPOSED HARDSCAPE PLANS. r I /I if l KEYMAP .............. 0 NOTTO SCALE 10 20 40 60 9C,t,p E AND NORTH R I D G E LANCSCAPE ARCHITECTS 755 Raintree Dri'le, St.ie 300 Carlsbad, CA 92009 Tel 760 4381002 Fax 760 438 1i55 www.ridgela.com <Jiu~ !};_~-If tMJ R.C.E. ______ _ IIEVIEWED BY: t!,-i-e, INSPECTOR DATE I I LANDSCAPE IRRIGATION PLAN OPUS POINT LOTS 5-6 3193 LIONSHEAD A VENUE AP~~ C:r-~-.C:1r 1,.-, .• 1 PLANNING DATE 1-DA-T_E-J-BY~e--------D-ESC_R_ll'T-ION----------1--A-P_P_'D~ raow~N~IY~-~~~~WMjJ~~~~lf=~.~"~~=~· ~-~~711 lf=;_,~;~w~ .. ~.~-~NQ.~~l CHl<D IY_""RS~_ PIP05 17 436-6L REVl8PON8 nELl> IY CMWD# - , -091407 :~ oi:a, ~-~ ;.r--.. ~"" Lots5&! lrrlnatlon Schedule POC / Controller T=• •Kc Shurb Sor•" 0.4 WATER ~RESSURE CALCULATION$ pni NUMBER 1 POC SIZE l'-H'-'Y-"D""R""AU,.,La:;IC._G=RAc,oD""E'-'L"'lh,,E,__--1 __ '°iAO POC ELEVATIO" ELEVATION DIFFERENCI= °Tr5 STATIC PRESSURE iPSI\ REMOTE CONTROL VALVE# 7 REMOTE CONTROL VALVE SIZF R.C.V. DEMAND IGPM\ 42 TOTAL DEMAND IGPM\ RCV. ELEVATION ~95 STATIC PRESSURE AT R.C.V. SIZE 2" 1-1/?" 1-1/?" 2" 2" 1-1/7" 7-1/?" 1-1/2" 1 QOI. 10 DESCRIPTION SERVICE LINE WATER METER BACKFLOW PREVENTER BASKET STRAINER BALL VALVES MASTER CONTR"L VALV"' 810 FEET OF MAINLINE: TYPE CL. 315 REMOTE CONTROL VALVF LATER.AL LINE LOSS FITTING LOSS ELEVATION CHANGE /P.O.". TO HIGHEST HEAC)i TOTAL SYSTEM PRESSURE LOSS /SUM OF #1 THRU #1 fl PRESSURE REQUIRED AT HEAD TOTAL PRESSURE REQUIRED /SUM OF #12 AND# 13\ STATIC WATER PRESSURE IFROM ABOVE\ RESIDUAL PRESSURE /SUBTRACT# 14 FROM# 151 SET PRV OR MCV AT 1# 14 PLUS 10 PSI\ PRESSURE BOOST IF REQUIRED 1#14-#15 + 20 PSI\ 1 8 • 10 11 1' 13 14 1' 16 17 18 PSI LOSS 1\.6 2.7 1?.0 1.0 1.0 .7 .2 !. .3 36.7 30.n 66.7 117.0 50.3 77JJ NIA Pl Pl Pl PSI PSI PSI PSI PSI PSI PSI PSI PSI LANDSCAPE IRRIGATION WATER ANALYSIS PROJECT: 0.-lJB l"olnl LIit 5 .. C•-· ca111om,1a "'°'8C1 !!To: I' 42.1!11 ' MAXIMUM APP'UED wit.TER AI..LOWANCE: (GALLONS IP!R YEAR] ( _/ MWA•(ETo)l((0.8)x(Total Sq. Ft.)x(.82) 1-1/2" •as 117 11/2" 42 114.7 42.80 X 0.8 J< 23,289 X 0.82 • 493,973 Gltl./Yr 1.52Acre F...Wr. Total l"roject Aoreaga 0.53 EST1MATED APPLIED WA'l'll!R USED: (GALLONS PER YEAR) 1!:WU•(!!'ro)ll(l"lllnt Fact~ne 9'11. Ft.)l((.82) lrrlgaHon Efficiency HYDROZONE # , : (Shlllt> 11ft wilt, Sllfly HNdl) 42.§ X 0.4 x 22,N2 x 0.§2 • 339,8$0 Oal.l't'r 0.7 e!YO!'tOZONE # 2: (Turf Alff wl!h IIJl"IY Heade) 42.8 x 0.9 ! 937 x 0.62 • 31 ,11811 Gal.Mr 0.7 1.04Aere FMI/Yr. 0.10Aere Faat/'l'r. MAXIMUM'APPLIEO WATERi ._ __ 4""93,,.,9"-'7-"3-"G""al:a..lY.:..:r_.__1:.,a.5::::2..:.Ac=re..:.F.:aeetR::::..:."-r. ~ TOTAL ESTIMATED WAT~ USE: ._i _ ____,3:,_70,e,.,5:,,9e,,8_,G,,,a~I.IY.,_,r_.___1"-.1:.:,4c,:A:,,ccere.!.F_,,,eet/Y""--'-!.a.'· _. i NOTIE: THESE SUGOESTl!!O RUN TIM!'$ ARE FOR Rl!:F!'ll~CE ONLY. ACTUAL RUN TIMES MAY DIFFER DUE TO VARYING SITE CONDITIONS. CONTRACTOR SHALL ADJUST RUN TIMES AS REQUIRED TO PROVIDE APPROPRIATE WATER FOR EACH VALVE CIRCUIT. l&N FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Total: ETo/Mn 2.2 2.6 3.4 3.7 4.9 4.6 4.6 5.1 4.1 3.3 2.4 1.9 42.A A ETo/Dav 0.07 0.09 0.11 0.12 0.16 0.15 0.15 0.16 0.14 0.11 0.08 0.06 Pr Rate I" 1.74 n_7 1.4 1.• ?_? 0_4 •.1 •.n 2.9 •.2 2.7 2.1 1.8 1.2 Mln/D•u 18 -,,,,_ of Valve•/ Total Run Tim-2• 33 "" 44 5• 54 53 58 48 38 28 22 Total Min/Dav Shrub Rot~~, Nozzle I 0.4 0.65 O.R , Q••. of Valveo Total Run Tim- Turi Sor•u 0.8 1.74 0.7 1 ""· olV Iv-Total Run Tim- Total Val·-•: 21 TOTAL RUN TIMES IHRS : 3.3 4.~ 5.1 5.7 7.~ 7 9 10 11 1• ?.8 •.7 4.~ 4.9 6.? 3 4 4 5 -, 0.6 0.8 0.9 1.0 1.3 JAN FEB MAR APR MAY -----\JALVE NUMBER 30 --0.P.M. ,__-'----->-----'-'--- L----~ALVE SIZE 7.1 6.R 7.6 8.3 4.9 3.7 2.8 Min/Dav 1• 14 15 13 10 7 6 Total Min/Dav •.o 5.8 6.5 5.4 4.2 3.2 2.4 Min/Dav • • 6 5 4 3 2 Total Min/Dav 1.2 1.2 1.3 1.1 0.9 0.6 0.5 JUN JUL AUl'" SEP net NOV DEC SYMIO~ Q T H 1F I,. ... .4. <, ~ 4' • .. II> • ,, C3 [9 E3 EE ~ I'.! !!I • l'!!I rJ lo.. ........ ., MANlJFACT. AAINBIRD RAIN BIRO RAIN BIRD IV.IN BIRO AAINBIRD AAINBIRD RAIN BIRO RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD MtN !IIAD MINBIFID NO SYMBOL MIN BIAD @ P.O.C. II! 'MLKINS IE!i 'MLKINS ISi HAYWAl'!O 1121. !IUl'ERIOR IEl RAIN MASTER -WATTS • RAINBIRO @ NELSON ICJ RAIN MAST!'R 11!1 w.c.s. IE) NIA --------------- NOSYMIIOL NO SYMBOL NO SYMBOL NOSYM!OL NO 8YM1!10i. NO SYMBOL ~ !!'>@,;J A!IAPPROVEO ASAPFl'ROV!"O ASAPfl'ROVED AS APPROVl!IO 3M AIS APPROVl!O T. CHRISTY'S AS APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED (RECYCLED WATER.) IRRIGATION MATERIAL LEGEND MODEL NO. I DESCRIPTION Ol'M 11!08-SAM-PRS POP-UP TURF HEAD W/ RAtN !ll'IIO !5-QIT'/M NOZZLES W/ N.P. CAP .110, .30, ·"° 1 l!Oe-SAM-PRS POP-UP TURF HEAD W/ RAIN BtPID 8-Q/TIH/F NOZZLE$ WI N .P. CAP .2e, .ss, .112, 1.0!5 1 llbe-SAM-PRS POP-UP TURF HEAD W/ RAl'N BIAO 10-0/TIHII' NOttLES WI N. P. CAP .39, .S2, .?'9, 1.57 1f!be-SAM-PRS l"OP-lJP TURF HEAD W/ RAl'N BIRD 12-Q/TIHII' NOZZL!S W/ N.P. CAP .ee, .11, t3, 2.e 1 Bbe-SAM-PRS POP-UP TURF HEAO W/ RAtN BIRD 115-Q/TIHII' NOZZLl!S W/ N.P. CAP .83, 1.23, 1.85, 3.?0 11!015-SAM-PRS 151!ST/15SST POP-UP T1JlltF Hl!AO WI N.P. CAP .11, 1.21 1812-SAM-PRS POP-UP SHRUB HEAD WI RAIN l!IR:O 15-Q/TIH NOZZLES W/ N.P. CAP .20, .30, .40 1812-SAM-PRS POP-UP SHPIUI! HEAD W/ RAIN !IIR:O 8.-0/T/M NOZZLES W/ N.P. CAP .2S, .35, ,112, .1.08 ' 1812-SAM-PRS POP-UP SHPIUI! HEAD W1 RAIN l!tRO 10-Q/T/H/F NOZZLES W/ N.P. CM' .39, .52, .19, 1.57 1812-SAM-PRS POP-UP SHRUI! HEAD WI RAtN ll!IRO 12-0!1"/H/F NOZZLES W/ N.P. CAP .88, .87, l .3, 2.8 1812-SAM-PRS POP-UP SHRUI!! HEAD W/ RAIN IIRO 15-0/TIH/F N•OZZLES W/ N.P. CAP/ .93, 1.23, 1.8!5, 3.70 1812-SAM-PRS ,sEST/1SSST/15CST POP-UP SHl'l'UI! HEAD W/ N.P. CAP .• ,. 1.21, 1.21 1 l!Ofl-SAM-PRS i>OP-Ul' 8UBl!ILER HEAD W/ AAIN 81RO 6Fl!!/!IC$T -F'Cl!-040 · .40 NOZZLES, USE 5F-8 NOZZLES FOR PLANTERS WIDER THAN 21/2', USE 5CST-II NOZZLES FOR PLANTERS LESS THAN 21/2' W/ N.P. CAP 1e\2-SAM-fl'PIS POP-UP SHIIIUII Hl!AD WITM'AAIN BIRO ROTAAV NOZZLES 1'113 .,e Q/tf/f' WIN.". CAP .40, .eo. 1.e 11\ 2-SAM-PRS POP-lJP SHIIIUII H!AO WITl'r RAIN Btfffl ROT ARV NOZZLES 1'117 -2◄ Q!H/F WI N. I". CAP .7'5, .1.5, 3.0 Hl!ADS Wl'l'H POIISl•IU! LOW HEAD DRAINAGE SHALL UTILIZE TH! SAM-PRS OPTION, USE AS REQUIRED TO PREVENT LOW HEAD DRAINAOI! DRAINAGE 1-1/2" RECYCLED WATl!R l'RRIOATION METER Wl'TH A~• !l•l!RVICE LINE, Vl!Rlf'Y SI?!!, F'R!SSURE ANO LOCATION l'N l'll!LD 915XLS SERll!:S, 1-112" REDUCED PRESSUM! 1!1,1.Cl<l"LOW Pi'i.EVl!!NTfON ASSl!M9LY !SOOHLR 1-112" P!'!ESSURE "EGULATOR, INSTALLl!O AS PART OF !ACKFLOWASSl!M9LY MOOEL 1172 BASKET Sff!AINl!R, 2" SIZE, WITH FLAl'i!Oeb CONNECTION'S, ANO 80 MESH FILTER EU:Ml!NT 3200-R SERIES 1·112'' NORMALLY CLOSED, llll!CYCLl!D'WATER. M:,JITitR CONTROL VALVIE I'll '31:1 30 311 :so 30 3~ 30 30 30 30 30 30 30 30' 30 FS-150. 1-112'' FLOW Sl!NSOR, MTALL IDER MANU!'AC'tURl!•fit'S RECOMMENDATIONS ANO WIRE TO CONTROLLER WITl-'I E'll•Sl!N-C,'ilLI! 11-6080-SS-!IH FUlL P'ORT IIMONZ! VAL\/!, !!TAINL!!S8 811:!!L Sit.l.L, IITI!M AND HANDLE USE ON 21/T MAINl.lfllE ANO SMALLl!R, LINE SIZE UP TO 2", USE 2" ON 2112" LINE Pl!SB-R-Nl'-HAN {f' OR 1-112") SERIES, Rl!CYCLl!O WATI!l't, fltASTIC REMOTl! CONTROL VAi.VE, SIZE AS SHOWN 11145, 1" NON-POTAllll!, QUICK COUPLl!R V,I.LVE WITH l'URPU! LOCKING COVl!R EAOlE RMl!:24EO-$P, 24 STATION CONTl'tOLLER ASSEMIILY, INST,l;LLED WITHIN STAINLESS STIEEL P'EOESTAL El<ICLOSURE, AS PART OF CONTROLLER ASSEM!!L Y RAIN SEl<ISOR, ROl!'tCI-VR, MOUNT TO REAP! OF 1!1'4CLOIURI! .l.ND 'MM TO CONTROLLER, INSTALLED WITHIN VANDAL RESISTANT STAINLESS STEEL ENCLOSURE 120VOLT ELECTRICAL POWER, PROVIDED l!Y ELECTRICIAN, 1/!PIIFV ACTUAL LOCATION IN FIELO PURPLE RECYCLED WATEPI PVC PIPE 314" -2" SCH. 40 AS LATEIW. LINES WITH 12" COVl!!R IIELOW GRAO! PURPLE Rl!!CYCLED WATER PVC PJPE 2" -2-1/2" CLASS ~15 AS MAINLINES WITH 1$" COVER !ELOW ORADI! ! I PURPLE RECYCLED WATl!:R PVC l"IPE SCH. 40 AS l!ILEIEVING UNDER PEDESTRIAN PAVING, TWICE THE 01-"iMl:'rER OF Pl'l'E OR Wllltc BUNDLE CARRIED. PVC PIPE SCH. 80 AS SLEEVING UNDER VEHICLE PAVING, THREE TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. LATERAL SLEEVE DEf'TH UNDEFt VEHICLE PAVING• 30". LATERAL SLEEVE DEPTH UNDER PEDESTRIAN PAVING• 12", MAINLINE/ WIRE SLEEVE DEPTH UNDER VEHICLE PAVING• 30", MAINLINE/ WIRE SLEEVE DEPTH UNDER PEDESTRIAN PAVING• 18" IRRIGATION CONTROL WIRI: #1◄1.JF AWG t:IIRECT l!lJRtit.L (U.L. APPl'tOVE[)'J Ol!IY DIRtCT !IURIAL WATER-PROOF WIP!E CONNECTORS F~ U'SI!: ON ALL MRI! CONN!tTIONS Rl!CLAIMl'!O WATER SIGNS, INSTALL QUANTITY ANO LOCATIONS PER CITY Rl!:QlJIRl!Ml!!NTS RECLAIMl'!D WAtER VALVI!: I.D. T.oJG INSTALL Wl1'H'IN EACH VALVE IIOX TYP. ALL VALVE BOXES $HALL 111: PUR~LI;° COLOR CODtO AND MARKED AS PIEQUl'RED CONTROLLER SHALL HAVI!: RECLAIMED WATER PLACAROS INSTALLED AS REQUIRED RECYCLE!) WATER SIONS, INSTALL QUANTITY AND LOCATIONS PER THI! CITY OF CARLS!AD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH REQUIREMENTS FIRE HYDRANT PER CIVIL ENOINEER'S SHEETS PROPOSED ELECTRICAL TRANSFORMER PER ARCHITECTS ANO ELECTRICAL ENGINEER'S PLANS " ALL EQUIPMENT SHALL COMPLY WITH THE CITY OF CARLSl!!AD WATER DISTRICT FOR RECYCLED WATER l'IADIUS SFT • FT 10FT 12FT 15 FT ◄X15 FT ◄X30 FT 5FT IFT 10 FT 12 FT 15 FT ◄X15 FT ◄X30 FT 3 FT 18 FT 21 FT 01!'.TAIL A A A A A A A A A A A ,. ,. A ,. NIA 0,P I e C 0 I! F Cl,I H,I J J K K,0,P L •K,L,M M N N/A NIA J N NIA NIA FOR LANDSCAPE IRRIGATION PLANS -SEE SHEETS 5 & 6 FOR LANDSCAPE IRRIGATION DETAILS -SEE SHEET 8 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. FOR LANDSCAPE IRRIGATION NOTES & CALCULATIONS -SEE SHEET 9 DAT£ REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD ll'LANNINGI Dl!PAl'ITM■NT LANDSCAPE IRRIGATION LEGENO R I D G E LANDSCAPE ARCHITECTS R.C.C. ----- OPUS POINT LOTS 5-6 3193 LIONSHEAD A VENUE R.C.£. ------i----+---+-----------------+-----t :=m:ii!::!~:===================~ 755 Relnlre& Drive, Sulle 300 caisbad, CA 92009 Toi 760 438 1002 Fax 760 438 11~ www.ridgala.com REVIEWED SY: INSPECTOR DATE BY DESCRIPTION DATE Al!Vl810N8 APP'D DWH BY WM CHKD IY-'""'RS"--_ l'IILD BY CMWD# - PIP0517 II ',! -o .. r;.., __, - FINISHED Ol'tADE IN TURF AREAS -----P'LASTIC RECTANGUL.AFl VALVE BOX WITH B01. T DOWN PURPLE COVER, USE STAINLESS BOl T, NUT, AND WASHER. l!IOX TO BE PLACED AT RIOHT ANOLE TO HARDSCAPE EDGE. HEAT BRAND "FS" ONTO LID. FLOW SENSOFl, SEE LEGEND FOR SPECIFICATION FINISHED ORAOE IN SHFIIJI! AFIEAS ~--24" Wl'RE LOOP WITH WATER PROOF WIRE CONECTORS USE RED AND BLACK COLOR WIRES WITH STRIPE Hlf+li..H-l,.,---WARNING PLASTIC TAG "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH PVC MAINLINE PIPE PER SPECISIFICATION ;J◄---4"X6" BRICK SUPPORTS (4 REQ.) '----------LANDSCAPE FABRIC '----------314" ROCK, 2 CUBIC FT. '-----------------l'VC MAINLINE PIPE TO MASTEFl VALVE PER SPECS. AND PL.AN. NOTE: INST"11.L FLOW SENSOR AS PER THE MANUF.O.CTUFlEFl'S FlECOMMENOATIONS, WIRE TO IRRIGATION CONTROLLER. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN-STREAM SIDE OF THE FLOW SENSOR. .------FINISHED GRADE IN TURF AREAS =u.r "I Ii= ill'---11 -ill'---11' ill'---~ffi-1 ----PLASTIC RECTANGULAR VALVE BOX WITH BOl T OOW!-1 PURPLE COVER, USE STAINLESS BOLT, NUT, AND WASHER. eox TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "MV" ONTO LID. MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. ARN!ING PLASTIC TAG "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH -FINISHED GRADE IN SHRUB AREAS ~1/\\jIJ_Jmil,ili~--24" WIRE LOOP WITH WATER PROOF WI RE CON ECTOR$ USE WHITE AND RED COLOR WIRES WITH STRIPE VALVE 10 TAGS PVC SCH 40 FEMALE ADAPTER, 2 REQUIRED '---PVC MAINLINE TO FLOW SENSOR, PURPLE "ALERT LINE" PIPE, SEE SPECS. ::X::J---4"X6" BRICK SUPPORTS (4 REQ.) '--------BRASS UNION '---------:'&RASS Nll"PLE Tl'P. '---------LANDSCAPE FABRIC '----------3/4" ROCK, 2 CUBIC FT. PVC MAINLINE PURPLE "ALERT LINE" PIPE FROM BACKFLOW PER SPECS. NOTE: USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE MASTER VALVE ASSEMBLY. ------FINISHED GRAD! IN TURF AREMI :_ -{IT ~----PLASTIC JUMBO RECTANGULAR VALVE BOX WITH BOl T DOWN PURPLE COVER WITH PURPLE TAG, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BS"f'PRV-ONTO LID. --BASKET STRAINER, SEE LEGEND FOR SPECIFICATION PRESSURE REG. VALVE, SEE LEGEND ' 2"MIN .. -FINISHED GRADE IN SHRUB AREAS ~41,1,1.,,,i.lJ,ii,,-_,,,ARNING PLASTIC TAG "RECYCLED WATER -DO NOT DRINK" IN ENGLISH AND SPANISH WYE STRAINER SEE LEGEND FOR SPECIFICATION ,---------RIP DEVICE SEE LEGEND FOR SPECIFICATION ,-------BRASS BALL VALVE TYP. ,--1----t--""1-;::==i----BRASS NIPPLES MIN. 4" TYP. ,....-+----BRASS ELL, 4 REQUIRED 1-----BACKFLOW ENCLOSURE IF SP'ECIFIED LJ..-,1...----BRASS UNION, 2 REQUIRED ,,.+-;-~=:: BRASS RISERS LENGTH AS REQ. ,---------INSTALL SPRINKLER Hl!AO FLUSH WITH FINISHED GRADE IN TURF AREAS 1-----_._ POP-UP SP1111NKLER H!!AD, SPRAY OPI IIOTOII SEE LEGEND FOR SPECIFICATION ---------PURPLE COVER INSTALL SPRINKLER HEAD 112' ABOVE FINISHED GRADE IN SHRUI ANO GROUND COVERS AREAS PVC MAINLINE TO MASTER r-,;;;;;;t., VALVE, PIPE PER SPECS. I.=~ . -:_ -ff ,U&;:;Ulrn,l ------UNOISTURl'IEO roL L:E='--PVc scH so FEMALE ADAPTER L-L---PVC SCH. 80 NIPPLE (TWO REQUIRED) ::;,,::µ'1!:.::~~~~;,:!1--BRICK SUPPORTS '-----BRASS UNION (TWO REQUIRED) 1---------BRASS NIPPLE (THREE REQUIRED) ...._ __ ...,, ______ LANDSCAPE FABRIC '-----------314" ROCK, 2 CUBIC FT. '---'-----------------PVC MAINLINE FROM P.0.C. NOTE: USE 45 DEGREE ELLS TO ACHl!:VE MAINLINE DEPTH FROM UP-STREAM !llDE OF THE BASKET STRAINER ASSEMBLY. ~J:iXll:P---PVC MAINLINE TO MASTER VALVE '-----SCH 80 PVC FEMALE ADAPTER ._ ____ SCH 80 PVC NIPPLE 6" MIN. 1----------CONCRETE SLAB, SEE BELOW '--------------CONCRETETHRUSTBLOCKS .__ ________________ ALL PIPE AND FITTINGS BETWEEN SECTION VIEW· 1\1.T.S. NOTE: METER AND BACKFLOW PREVENTER ARE TO BE SCHEDULE K HARD COPPER --CONTRACTOR ASSEM8Ll!O SWING JOINT, SIZE P'l!II INLET, CONSISTING OF: TWO SCH. 40 PVC STREET ELLS ONE SCH. 40 PVC THD, ELL ONE 9" LONG SCH. 80 NIPPLE ONE SCH. 80 NIPPLE, LENGTH AS REQ . ,....----SCH 40 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE PURPLE LATERAL "ALEF!T LINE" PIPE, SEE SPECIFICATIONS FOR TYPE ANO DEPTH REQUIFll!O IF PRESSURE P!EGULATOR IS Sl'ECIFIED, INSTALL ON EITH!R TH1E NOTE: HORIZONTAL PIPING OR ON THE DOWNSTREAM LEG AS SPACE PERMITS. INSTALL Sl'RINKLER H!AOB 6" FROM PAVING EDGE IN GROUND COVER AREAS. CONCRETE SLAB SHALL BE MINIMUM 4" THICK, 16" WIDE ANO EXTEND AT LEAST 8" INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. PAST THE BACKFLOW ASSEMBLY PIPING. IF BACKFLOW ENCLOSURE IS SPECIFIED INSTALL SPRINKLER HEADS 12" FROM ALL BUILDINGS AND WALLS. IN THE LEGEND, THE CONCRETE SLAB SHALL BE THE SIZE REQUIRED BY THE MANUFACTUREPI. INSTALL SPRINKUER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVEi'! BCTlO!! Vlffl. !j.T.S. SECTION VIIOW • N.T.5. SECTION Yl'EW • N.T.11, INSTALL PER C.M. w. D. ST AN DARO DWG. #W-20 LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINOII. ~---:::--------.....:~=:=::!:!:::::::!:::~--------------1-------------_;::=:::=:::::==~-----------~~-------------===::=~::::. ___________ ~~-'..'..:~.:.::::::...'....::::.:.::::::.:.:.::.:::.:.:...::::..:'..:..:::.:.::::..:.::..::::..::.:..::::.::.:.::...:::.:: __ ~ ___________ _j~EgT~I VI W-N.T, . ® FLOW SENSOR DUAL HYDRAULIC "1STON!l SUPPORT LIO OPEN CONTROLLER ENCLOSURE DIMENSIONS WHEN CLOSED: 38"H X 16"W X 15.S"D WATER 00 NOT DRI "IN STA111iLB!S8 STEEL FLIP TOP Liq, SHOWN IN OPEN PO~ITION RAIN SENl!IOR INSIDE A STAINLESS STEEL ENCLOSURE ----TERM!NAL STRIP FOIi REMOTE CONTROL VALVE WIRE CONNECTION ---STAINLESS STEEL, U.L. LISTED, PREDRILLED, REMOVABLE BACKBOARD. REMOVABLE FRONT PANEL NOT SHOWN WARNING SIGN "l!ErlMEO ENGLISH AND SPANI H j 1" PVC ELECTRICAL SWEEP FOR FLOW SENSOR WIRES POWER SWITCH---✓ AND RECEPTACLE EPOXY SEALANT ONCRETE PAD AS PER CONTROlL9PI ENCLOSURE MANUFACTURER'S SPECS "1-f1-;li\.:' ~ :~. 3" PVC ELECTPIICAL SWEEP FO!'I LOW VOLTAGE CONTROL WIRES "'I,-------1" PVC ELECTRICAL SWEEP FOR 1 10 VOLT POWER WIRES I ◄------~" X 911" COPPER GROUND ROD CONNECT AS PER MANUFACTURER IECTIQN \ll!W-N.T I. 0 CONTROLLER Ml!TER l!IOX WI METER'----- SIDEWALK CURB----- JOOTAltLIE l!ll!PMCE LINE 10' MIN. TO POTAl!ILE MAINLINE JN STRIEl!T 'MCYCL!D WATER IAAIGA'l'ION MA!lNI.INE Wli!II.El!VE NOTE: 12" MIN. VERTICAL CLEAIIANCE OF 12" MIHMI..IM Ill MANDATOIWWHll!'-1 CROS!IING PATH OF POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK IWLL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. l!IECTIQN YlfflW · NJ.I. @ POT ABLE SERVICE LINE CROSSING ITll'l!ET 9U111FACI!! -----.\ f !I POTA9LE SERVICE LI1'4E ___ ...., 3.5 FEET (SEE IMPROVEMENT DRAWINGS) 12" MINIMUM REQUIRED Vl!'RTICAL !IE"ARATION ----~ RECYCLED WATER IRFUGATION --------i MAINLINE W/ SLEEVE NOTE: ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABLED AS SPECIFIEIO IN: "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS" "CARLSBAD RELAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS", OCTOBER 1993 ®POTABLE MAINLINE CROSSING ® MASTER VALVE NOTE: 1, CENTER \IN.\/! IOX OVER REMOTE CON'l'ROL VALVE TO FACILITATE !IIERVICINCl VALVE. 2. SET RCV AND VALVE BOX ASSEMBLY IN GROUND-COVER/SHRUl'I AREA WHERE POSSll!ILE. 3. SET BOXES PARALLEL TO EACH OTHER ANO PERPENDICULAR TO EDGB. 4. AVOID HEAVILY COMPACTING SOIL AROUND VAL VE BOXES TO l"REVENT COLLAPSE ANO DEFORMATION OF VALVE BOXES. 14"X19" RECTANGULAPl VALVE eox TYi" .- -QUICK COUPLING VALVE BOX, TYP. 0 0 0 .0 0 0 0 ' ' ' ' 12 " 12" 12'1 12" 12'' TYP. f'I.AN YllsW• NII CD VALVE BOX LAYOUT NOTE: 1' TWO MINIMUM PER'SITE DESIGN NOTES: 1. 2" SO. ALUMINUM.TUBE PAINTED TD MATCH FRAZEE "ORANGE PEAL" 2. FINISH GRADE 3. CONCRETE FOOTER 4. 9"x14"x1/8" ALUMINUM PAINTED TO MATCH PURPLE PMS #266 !. HP WHITE VINYL GRAPHICS CA ..,._,.._, WATIII UIID l'OR IIIIIGIA TION DO NOT DRIii( CumAIIO ,-MO;e:IIOA UIIICAalff PMA •GAi PIIOtlBO TOIIAII -----1 I ~.!...!.!:R=f,!.ll<l SECTION VIEW -N.T.S, ·' ® RECLAIMED WATER SIGN ' r © BASKET STRAINER .------FINISHED GtllAOE IN TUFIF AREAS NOTE: ,-----,::::,--PLASTIC ROUND VAL VE BOX WITH BOLT DOWN PURPLE COVEPl, USE STAINLESS BOLT NUT ANO WASHER. HEAT BRAND "QCV", "RECYCLED WATER" ONTO LIO. QUICK COUPLER KEY ASSEMBLY CONNECTION A$ SHOWN, KEY MUST CLEAR VALVE l!OX -FINISHED GAADE IN SHRUB AREAS bl.;;:;--WARNING PLASTIC TAG "RECYCLED WATER-DO NOT DRINK" C',..~>:::__lfj~~'---IN ENGLISH AND SPANISH I/ QUICK COUPLER VALVE SEE LEGEND FOR SPEC. &iiiiil---...J~---STAINLESS STEEL CLAMP BRICK SUPPORTS CONTRACTOR ASSEMBLED SWING JOINT, SIZE PER INLET, CONSISTING OF: TWO BRASS STREET ELLS ONE BRASS THD. ELL ONE 6" LONG BRASS NIPPLE ONE BRASS NIPPLE, LENGTH AS REQ. MAINLINE, SEE SPECS. "--------#4 x 36" REBAR STAKES, 2REQUIRED .__......, _______ LANDSCAPE FABRIC '------------314" ROCK, 1 CUBIC FT. USE TEFLON TAl'E ON ALL THll!EAOl!D FITTINGS TYPICAL. ® NOTE: SECitON Yll;W • N.T.B. QUICK COUPLER ,.._ ...... ____ LOW VOLTAGE WIFIES, 31'W6MUM ,,_ _____ Wl'RES PASS THFIOUOH GROOVES IN TUBE LIO TO ALLOW LID TO CLOSE l"1fll""'f+__,, ______ CLOSE TU·BE LIO AFTER WIRE IS INSERTED INTO TUBE 1-.__ _____ POLY TUBE PRE-FILLED WITH WATERPROOF GEL ,....--LOCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED SCOTCHLOK ELECTRICAi. SPtlllNG CONNECTOR. WIRES SHALL BE PRE-STRIPPED OF 1/2" OF THE INSULATION PRIOR TO INSERTION INTO THE CONNECTIOA. TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY. SCOTCHLOK CONNECTOR AIIIO WIRES INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS WIRE CONNECTOR SHALL BE A 3M OBY DIRECT BURY SPLICE KIT. KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL TUBE SHALL BE SUPPLIED PREFILLED WITH GEL DIRECT BURY SPLICE KIT SHALL !IE USED TO ELECTRICALLY CONNECT 2 -3 #14 OR 2 #12 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALi. REQUIRE A LARGER APPROVED WIRB CONNECTION. @ WIRE CONNECTION ® BACKFLOW DEVICE ' ,------FINISHED GRADE IN TURF .0.111:AII LATERAL PURPLE- "ALERT LINE" PIPE FEMALE AOAP. __ ....,,,.,., SCH. 80PVC WAl'IN'ING PLASTIC TAG ---' "RECYCLED WAnR-DO NOT DRINK'' IN ENGLISH AND SPANISH SCH. 80 UNION------' PLASTIC RECTANGULAR VALVE BOX W1TH BOLT DOWN PURPLE COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "RCV" ANO CONTROL STATION# ONTO LID. -FINISHED GRADE IN SHRUB AREAS PRESSURE REGULATOR SEE LEGEND FOR SPECIFICATION 24" WIRE LOOP VALVE IDTAG ~---PVC THD. ELL SCH ll0 PVC L---'jlB!'-\1----CONTROL VALVE ~--SCH 80 PVC NIPPLE TYP. :::;;i::J--4"X8" BRICK SUPPORTS (4 REQ,) IRRIClATlON MAINLINE PURPLE "ALERT LINE" PIPE ,__ ______ :t/4" CRUSHED GRAVEL TWO CUBIC FEET ..,_ _______ LANDSCAPE FABRIC §l!tTIQN Yl!!'f! • N.t.11 @ REMOTE CONTROL VALVE dU!AN COMPACTEO IACKFILL PAVING, l'!Y OTHERS UNDISTU'RSED SOIL LATERAL LINE l·N SLEEVE CONTROL WIRE IN SLEEVE MAINLINE IN SLEEVE ~OTES: m -:,.:::.: rwmrn ffi-111- SLEEVES UNDER PEDESTRIAN ptA'VING SH.0.LL BE SCH. 40, TWIOI! THI! DIAMETl!!R OF THE PIPE OR WIRE BUNDLE CARRIED. SLEEVES UNDER VEHICLE PAVING SHALL l!lE SCH.10, THREE TIMES THE DIAMETEPI CIF THE PIPE OR WIRE BUNDLE CAFIRIEO. 1AF'E CONTROL WIRES TO MAINLINIE AT 10-FEET ON OENTEI'!. S!CTIQN YJEW • N,T.s. SLEEVE INSTALLATION FOR LANDSCAPE IRRIGATION PLANS -SEE SHEETS !5 & 6 FOR LANDSCAPE IRRIGATION LEGEND • SEE SHEET 7 FOR LANDSCAPE IRRIGATION NOTES & CALCULATIONS -SEE SHEET 9 ' ' POP-UP SPRINKLER ,------1'I"111HED ORADI! IN TIN AREAS =w=w= ffi'-IT -'ill'-. m-....: m c___ NOTE: PLA!ITIC RECTANGULAR VALVE BOX WITI-t IIOL T 00WN PURPLE COVER, USE STAINLESS BOLT, NUT, ANO WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BV" ONTO LID. --BALL VALVE, SEE LEGEND FOR SPECIFICATION ,.__ FINISHED GRACE IN SHRUB AREAS WARNING PLASTIC TAG "RECYCLED WATER -00 NOT DRINK" PRESSURE SUP"L Y LINE DEPTH AS PER SPECS. "----PVC MALE ADAPTER ;:J◄---4"X6" BRICK SUPPOFITS (4 AEQ.) ---------SRASS UNION .__, ______ l!RASS Nll"PUE LANOSCAl'E FAMIC L-----------314" ROCK, 2 CUBIC FT. BOX TO !IE IINSTALI.EO A$ TO Ai.LJOW FOIi PAOP!!R OPERATION OF BALL VALVE INSTALL AT RIGHT ANGLE TO HAROSCAPE EDGE, INSTALL VALVE OFF-OENTEA IN l!Ol(_ INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAIN LINE DEPTH, A!CT10N vrew -N,T,1. ® BALL VALVE --FINISHOAADE DIMENSION A 8 C 1/2" TO 2-1/2" IN SIZE 18" 12" 4" 3" TO 6" IN SIZE ® 2,4" X 4" PIPE INSTALLATION APPROVED FOR 'PLANTl'NG AND IRRIGATION ONLY, INCLUDING PRECISE; LOCATION OF 'PLANTING AREAS. REVISIONS MUST !IE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION It-I FIELD. CITY OF CARLSBAD PLANNING Dl!l"AftTMl!NT 6 R I D G E LANDSCAPE ARC~ITECTS 755 Ralntree OMV!, Suite 300 Carlsbad, CA 92009 Tel 760 436 1002 Fax 7604381155 www.ridgela.com R.C.E, __ ..,,.. __ _ REVIEW[D IIY: INSPECTOR LANDSCAPE IRRIGATION DETAILS DATE OPUS POINT LOTS 5-6 3193 LIONSHEAD AVENUE R.C.E, ------1-----1---+-----------------+----I ~;;;:;;;;:;;;;;;:;:::::=======:=::::::::::::;::::::::::::::::::::::==::::! I:::~ «nllA·oet i <,/'!:/_Dh DATE DATE 11Y DESCRIPTION AEVl810N8 OWN IY Y)'.M P"l'I l).laOT NO. 11 --NO. APP'D CHKD IY RS n&:LD IY PIP0517 436-SL CMWD# - ftoo - i i IRRIGATION NOTES 1 ALL LOC"'L MUNICli>AL ANO STAl'E LAWS, RULES AND REGULATIONS GOVEl'tNING OR RELATING TO ANY PORTiON OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SEF'tVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE F'tEPORTED TO THE OWNER'S AUTHORIZED REPRESENTATIVE. 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATE'D HEREIN BEFORE BEGINNING WORK. 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY oNLY ANO IS to BE INSTALLED WITHIN PLANTING'AREAS. 8 THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBV10US IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER, 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATl'ONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AN[) INSTALLATION. 8 ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. t CONTftt.CTOR IS TO PROVIDE ONE ADDITIONAL PILOT W1RE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. 10 ALL l"ll"! ANO I OR W1R! UNDER PEDESTRIAN PAVING AREAS TO BE INSTALLED IN A PURPLE RECYCLED WATER PVC PIPE SCH. 40 SLEEVE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. ALL PIPE AND/ OR WIRE UNDER VEHICLE PAVING AREAS TO BE INSTALLED IN A SCH. 80 SLEEVE THREE TIMES THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 11 ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER VALVES WITHIN 18" OF HARDSCAPE. 1 12 ALL HEAD$ ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN ANO ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HAROSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 13 THE CONTRACTOR SHALL USE PR0"1:R GROUNDING TECHNIQUES FOR GROUNDINIG THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. RIDGE LANDSCAPE ARCHITECTS RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMP[,,Y WITH MANUFACTURER SPECIFICATIONS. 14 INSTALL POP-UP SPRINKLER ASSEMBLIES WITHIN 10-FEET O,F ALL PEDESTRIAN use AREAS. 15 INSTALL CHECK VALVES AS NEEDED TO PRE:VENT LOW H!!AD DRAINAGE. GUIOELIN!!S FOR RECLAIMED WATER USIE 1"l'le 11,NOW!nQ gulden-•"" ln!!tnded to prnvlde !he be* parameters for the ""' of reclelmed water In landecapo lrrtga!lon. To operate your •ystem in compllanoe with th-guldelln"" yOtJ mu,;: 1. ll'ltgelll between the nou,s ol 10:00 p.,n. and 8:00 a.m. only. W!llenng outeld• this time frame must be done manually with quell/led 1uparvlsory personnel on- alte. No system shall at any time be loft unattern!ad during use outside the normal schedule. t. ll'fllllllt 1" • .,,..,_ lltal wttl r,,t,,nTlln ru!IOl'r pooltng and ponding. The applleatlon rate ahall not H0Hd the Infiltration rate al Ille 1011. Timers mUllt be edjuoted so as to be compallble with the loweat 1011 Infiltration rate present. TIiis procedure may be lacllltetad by the efficient achedullng of lhe 1<.1tometlc control clocks, (I.e. employing the repeat function to break up tno lolal lrrlgellon time into cycles that will promote maximum soil absorption), 3. All)uat lpt'ay "911d1 to lffmt,.■te 11>• •IIRY Into.,... not un$1' Ille control of IM customer. For example, pool decko, private patloe, atl'Mm and sidewalks, '4. Moffllor ■nd maintain the .,._.., to minimize ecrulpment and matert11 fllllure. ll!rokeM sprinkler helldl, leeks, ul'lf9tlable valves, elc .. should be repaired" 100n " they become apparent. 5. !~ I! mItmen1t>Ce PflC"~. OIi ■ -UOtll betll, of the PNil9MO of ,-claimed water, and the fact thet n 11 not appn,vad for drtMking purpoaea, Olven tne high turnover rate of employen In tne lendacape Industry, It i• Important that this information be disseminated on an almost dally baslI. It Is you, the lendacapo contractor, Who is reeponslble for educating each and every one of your employeu. •. Oetttln i,,tor •~..r ft,,, •II ,lll'C\Nlud Chlln!lff llnd' ~CIIIIOl'II to eny oi,.. •~• lacttltles. Such ohang"" must be aubmllled to, and approved by, the D11trtct EnglnHrlng office and deolgned In accordanc, with District standafdt. FalllJl'll III IIOfflply with any or llfl of lhe ablWII guldellnN puta your 1yllem In 'l'lollllon Of the Dlatrlct'o Ruin Ind Regulations and wMI roeult In termination ol oervtoe until the appropriate corrective 1teps have bffn taken. WATER CONSERVATION NOTES THE FOLLOWING WATER CONSERVATION TECHNIQUES SHALL BE EMPLOYED IN TH IS PROJECT: 1 WATER C,OII/SERVINO PLANTS AND PLAl'1TS NATIVE TO HOT, ORY SUMMERS TO BE UTILIZED IN 75% OF THE TOTAL PLANTED AREA. • USE OF HYDROZONES WITH PLANTS GROUPED l!!ASEO UPON AMOUNT OF WATER NEEDED TO SUSTAIN THEM. • MULCH 314• -1" SIZE UtlLIZED IN THE LAN1DSCAPE; 3" DEPTH MIN. • SOIL AMENDMENTS UTILIZED TO IMPROVE WATER H,OLOING CAIIACITY OF SOIL • AUTOMATIC IRRIGATION SYSTEM ADJUSTED SEASONALLY AND WITH WATERING HOURS BETWEEN 10:00 P.M. AND 6:00 A.M. I IRRIGATION SYSTEM DESIGNED TO WATER 0'1FFERENT AFl!EAS OF THE LANOSCAPIE BASED ON WATERING NEED. • IRRIGATION DESIGN SENSITIVE TO SLOPE FACTORS. 1 RAIN SENSORS USED IN CONJUNCTION WITH THE AU1'CIMATIC IRRIOATl'ON SY$TEM. • RIECOMMEI\IDATIONS GIV!!N FOR ANNUAL IRRIGATION SCHEDULE. I LANDSCAPE WATER USE CERTIFICATION WITH SUF'l'ORTING DATA IN COMPLIANCE WITH STATE OF CALIFORNIA WATl!'R EFFICIENCY ORDINANCE FOR APPROVAL SHALL BE SUBMITTED WITH LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL TO THE CITY. I AN AUTOMATIC IRFIIGATION SYSTEM WILL BE l"ROV10ED WITH ALL EQUIPMENT SUITABLE FOR THE USE OF RECLAIMED WATER AND HEALTH DEPARTMENT REQUIREMENTS RELATIVE TO RECLAIMED USE WILL APPLY TO THE PROJECT. 1 ' RECYCLED WATER STANDARD PLAN NOTES 1. All worl< shall tie clone In ae0ort11ance with tt11, City of cansbed'o Rules and Regulations. 2. Drinking water fountains and designated outdoor eating areas snail be protected against contect with recycled water spray, mist or runoff. 3. Best management practicas thall bo used It> ellmln81e er 001'\trol to the bdt P"Mlble; ponding, run-oft, over-spray and misting. 4. Hoae bibs are strictly prohibited. 5. Crou-conntctlons between recyelod water llnes and potable wster lines are strictly prohibited. 6. No substitutions of pipe matoriols will be allowed without prior approval of the City of Carlsbad. 7. All mainline pipe shall have waming tape por the City of Carlsbad's Ruloa and Regulations. 6. HOtJrs for ilTlga!lon with recycled wster are from 9:00 p.m. to 6:00 a.m. The hours for Irrigation with disinfected tertiary recycled water may be modified by the local authority. Irrigation during public use paHod1 with disinfected tertiary recycled water shall be under the supervision of the designated user supervisor. lrrigetlon with water of a lessor quellty than disinfected tertiary recycled water shall be between the houre al 9:00 p.m. and 6:00 a.m. 9. Burial of all wiring and pipe snail mMt the City of Carlsbad's F'tulel and Regulatlone. 10. Non-designated uae areaa shall be protected from contact with recycled water, whether by wlndbloWn spray or by direct appllcatlon through Irrigation or other use. 'lack of protection, whether by design, construction practice or system operation, is strictly prohibited. 11. lrrlgatlon h98ds •hall be relocated or adjusted to minimize or etlmlnate over-spraying on sldewalkl, streets and non-designated use areas. 12. Recycled water quk:k coupling' ve:tve1 shall be of a type designed for uH on recyeled water dtstrtbutibrl systems per the City of Cartsbad's Rules end Regulations. 13. An appurtenances (aprlnkler needs, valve boxes, etc.) on recycled water ■yaterne shall be oolor-codec! purple per AWWA guidelines and Section 116815 of the California Health and Safety Code. 14. All Irrigation pipe shall be stenciled with the waming "Non-Potable or Recycled Watef', color coded (purple) and laid with the warning tepe and stenciling oriented toward the top of the trench per the Clly al Cartsbad's Rules 111d Regulstlons. 15. On new on•sito system, (post meter), potoble water, constant preHure ,ecyoled water and sower liriea shall be placed a minimum of four feet apart or as directed by the project engineer and/or regulatory agency. Mearsurements shall be between feeing surfaces, not pipe center llnas. 1 e. Conatant l)l'euum recycled water lines shall cross at least twelve Inches ~ow poteble water ll'nM ,md maintain at least twelve inches crossing separation between other utll1ties. 17. If a constant pressure recycled water line shall be Installed above a poteble water line or less than twelve Inches below e potable water line, then the recycled water line shall be installed wHhin an approved protective sleeve as per tne City of Carlsbad's Rules and Regulations. ,a. Developer/Contractor shall oonduct a CfO!lo-oonnoction teat and coverage teet" directed by the City of Ca~sbod and/or the San Diego County Departrnent of Environmental Health prior to any use of recycled water. 19. The required croo-connectlon lnIpection snail be done by ellller the CIrllbad Water Dlstrtot and/or the San Diego County Department'ol Environmental Health. Coples ol lnapectlon reports will be forwarded to the non-inspecting party. 20. The design proposed for *YC~ water "Do Nol Drink" •lgne shall bo pl•-aa directed by the City. 21. When recycled water becomes avallable, an on-oile user supervisor shall be designated In writing. Thll individual shall be familier with plumbing systems within the property, with the basic concepts of backflow/cross~connection protection, the recycled purveyor's rules and regulations and the speeiflc requirements al a recycled water system. Coples of the designation, with contect phone numbers shall ba provided to the San Diego Wster Diat~ct. In euo of emergency contact -----,-------· _ _, __ ,.,..,..,... ___ _ Name Phone Number Or after houra contact --------------1111 ----,,,,..-,-,--,-----Name Phone Number 22. All publk: an~ ptlvalil potable water main• Including flNi malne and any water wells and water couran within the recycled waler project shall be shown on the plans. 23. CIIII out on the plans II there are or not drinking fountains and or d"81gr,ated outdoor eating areas on this site. 24. Eduma 111 m■lllttmaMce pert10MIM on a centtnuoua b1111l1 of the pre,1ance of recycled water. Pwsonnel must be informed thst recycled water Is meant for irrigation purposes only, and la not approved for drinking purpoaes, hand washing, cleaning of tools, ect. Given the high turnover rate of employees in the landscepe industry, It Is important this information be disseminated on an almost dally basis. 25. A physical separation shall be provided betwe•n adjacent ■reea Irrigated \'1th recycled water and potable water. Separation shall be provided by distance, concrete mow strips or other approved methods. 26. Contact the City's Offica two days prior to the irrigation coverage teat and arrange a walk through of the system. Failure to comply with any or all of the above guidelines puts your system in violation of lhe District's Rules and Regulations, end will reoult In termination of service until tne appropriate corrective steps nave been taken. 27. All pre8Iure r,,alnllne pipe from ine reoycled water 1yt1tom ehall be Installed to maintain a 10 loot , minimum horizontal separation from' all potable waler pipe. Where recycled and potable water pressure __ L malnllne pipe cross, lhe recycled water pipe shall be instelled below the polable water crossing in a cl. 20lJ purple pvc sleeve which extends a minimum of 5 feet on either side of the potable w81er pipe. Provide a minimum vertlcal clearance of 12 inches. ., ,_ ... , I, .. I EXISTING IRRIGATION NOTES 1. THE CONTFIACTOllt MUST FAMILIARIZE HIMSELF WITH THE EXISTING IRRIGATION 11,ND PLANTING ON F'ROPERTY. ANY OAMAOE OR ADJUSTMENTS REQUIRED INCLUDING REPLACING OR RELOCATING IRRIGATION LINES, HEADS, VALVES, WIRES OR ANY UTILITY THAT OCCURS ON THE PARCEL DUE TO THE CONSTRUCTION OF THIS PROJECT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL l!E PERFORMED AT NO ADDITIONAL COST TO THE OWNER. THE OWNER'S REPRESENTATIVE MUST REVIEW ANY REQUIRED MODIFICATIONS TO THESE AREAS PRIOR TO COMMENCING WORK. THE CONTRACTOR MUST NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OF THESE CONDITIONS OR ANY DISCREPANCIES PRIOR TO COMMENCING WORK. 2. CONTRACTOR SHALL VERIFY ALL SITE CONOITIONS, l"ROPERTY LINES, DIMENSIONS, ETC. PRIOR TO COMMENCING WORK. ALL EXISTING IRRIGATION SYSTEMS SHALL BE VERIFIED IN THE FIELD AT START OF CONSTRUCTIONS. ALL EXISTING MAINLINES, RCVS, BACKFLOW DEVICES, CONTROLLERS, METERS, SERVICE LINES, ETC. SHALL BE VERIFIED IN FIELD. ALL EXISTING IRRIGATION EQUIPMENT SHALL BE CLEARLY INDICATED INCLUDING SIZES AND MODEL NUMBERS TO SCALE ON AN ACCURATE BASE DRAWING AND SUBMITTED AS A SHOP DRAWING. SAID SHOP DRAWING SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE FOR REVIEW AND APPROVAL. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. NO WORK SHALL PROCEED WITHOUT APPROVAL OF SAID SHOP DRAWINGS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING EXISTING IRRIGATION SYSTEM AS-BUil TS FROM OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL CONFIRM ALL CONNECTION POINTS AND EXISTING IRRIGATION SYSTEMS AFFECTED IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. ALL LABOR AND MATERIALS REQUIRED TO IRRIGATE AREAS WITHIN THE LIMITS OF WORK AND TO ADJUST AREAS ADJACENT TO THE LIMITS OF WORK SHALL BE INCLUDED AS PART OF THIS CONTRACT. NO ADDITIONAL COSTS WILL BE ALLOWED FOR THE PROPOSED IRRIGATION IMPROVEMENTS OR ADJUSTMENT OF THE EXISTING ADJACENT IRRIGATION SYSTEMS. 4. ALL EQUIPMENT LOCATIONS AND PIPE ROUTIN1G SHALL BE STAKED IN FIELD FOR REVIEW AN[) APPROVAL PRIOR TO INSTALLATION. ALL LAYOUT SHALL BE AS APPROVED BY, LANOSCAPE ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. NO EQUIPMENT SHALL BE INSTALLED WITHOUT APPROVAL OF LAYOUT. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE! INSTALLATION OF PROF'0$1!!0 IRRIGA'l'ION !!QUIPMENT AND RELATED EQUIPMENT, INCLUDING BUT NOT LIMITED TO R.C.V. CONTROL WIRES, ELECTRICAL WIRES, CONDUIT, REMOTE CONTROL VALV!!I, !TC. ALL LAYOUT AND LOCATIONS SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. e. CONTRACTOR SH-"tL BE RESPONSIIILE FOR THIE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO COMMENCING WORK. 7. CONTft\ctOR SHALL EIIE RESPONSIBLE FOR REPAIRVMODIFICATION OF ALL ADJACENt IRfltlGA"rlON SYSTEM EQUIPMENT THAT IS AFFECTED BY PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. 8. CONTAACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEM AS REQUIRED. SYSTEM SHALL PROVIDIE COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. ALL LAYOUT SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 9. CONTRACTOR SHALL REFER TO CORRESPONDING ON-SITE WATER AND SEWER PLAN FOR UNDERLYING WATERLINES, EASMENTS, AND OTHER RELATED EQUIPMENT. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS TO EXISTING IRRIGATION, LANOSC,6JF'E AND HARDSCAPE DAMAGED l!IY ROUTING NEW WIRES TO CONTROLLER AT NO ADDITIONAL COST TO THE OWNER, 10. CONTRACTOR SHALL MEET WITH THE OWNER PRIOR TO BEGINNING DEMOLITION OR ANY OTHER WORK, AND WALK SITE TO LOCATE EXISTING CONTROLLER AND LINES AND OTHER IRRIGATION TO BE PROTECTED IN PLACE. 12. CONTRACTOR SHALL PROVl'OE FOR THI" IRl'liGATION OF EXISTING F>LA1'11' MATERIAL 1'HROUOHOUT THE CONSTRUCTION PROCESS. ANY DAMAGE DUE TO CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY TO PREVENT ANY LAPSE IN IRRIGATION OF THE EXISTING PLANT MATERIAL. ANY PLANT MATERIAL AND/OR IRRIGATION DAMAGED AS PART OF CONSTRUCTION SHALL BE REPAIRED TO A LIKE NEW CONDITION AS PART OF CONTRACT. 13. At-M EXISTIING IRRIGATION CONTROL VALVES CONNECTED TO THE EXl'STINO CONTROLLER SHALL BE RECONNECTED TO THE EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S "'UTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND UPON COMPLETION OF WORK. 1<1. CONTRACTOR SH,qL BE RESPOIIISIBLI! FOR THE CoMPLl"TE ADJUSTMENT/MODIFICATION OF tl!X1$TING IRRIGATION SYST!M WfTHIN THIS AND OTHER AREAS AFFECTED BY THE PROPOSED IMPROVEMENTS. ALL LAYOUT SHALL E!IE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 15. NO DISRUF'TION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL 8! ALLOWl!!O DURING CONSTRUCTION. ALL ADJACENT SYSTEM SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION. FOR LANDSCAPE IRRIGATldN PLANS-SEE SHEE:TS 5 & 19 FOR LANDSCAPE IRRIGATION LEGEND· SEE SHEET 7 FOR LANDSCAPE IRRIGATION DETAILS -SEE SHEET 8 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. R I D G E LANDSCAPE ARCHITECTS 755 Raintrea Dffl/9, Suite 300 CaMabad, CA 92009 Tel 760 438 1002 Fax 7604381155 www.ridgel11.com R.C.E. ------ REVIEWED BY: INSPECTOR DATC REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. aHDT 9 CITY OF CARLSBAD l"LANNINe Dl!l"ARTMENT LANDSCAPE IRRIGATION NOTES --16 OPUS POINT LOTS 5-6 3193 LIONSHEAD AVENUE R.c.r. ______ 1-----+--+------------------it------1:=;~:!.;='=::==================~ D.t.TE BY DESCRIPTION .t.PP'D Cl.t.T£ Fll!VISION8 OWN BY WM CHKO BY-R-"S ___ _ r!Et..l> BY PIP0517 II DATE --"°' 438-8L PLANT LEGEND SYMBOL BOTANICAL / COMMON NAME SIZE I SPACING QUANTITY TREES 0 SYMBOL CASSIA LEPTOPHYLLA I GOLD MEDALLION TREE KOELREUTERIA BIPINNATA I CHINESE FLAME TREE PODOCARPUS GRACILIOR I FERN PINE LAGERSTROEMIA HYBRIDS I CRAPE MYRTLE 'TUSKEGEE' LOPHOSTEMON CONFERTAS I BRISBANE BOX I BOTANICAL I COMMON NAME 24" BOX 24" BOX 24" BOX 24" BOX 24" BOX 15GAL 9 17 5 27 41 13 SIZE/ SPACING QUANTITY SHRUBS, VINES AND GROUNDCOVERS: HEDERA HELIX 'HAHNSII' / FLATS / HAHN'S ENGLISH IVY a·o.c. HEMEROCALLIS 'STELLA D' ORO' I 1 GAL. I 2,110 S.F. YELLOW DAYLIL Y 1'-6" O.C. LANTANA MONTEVIDENSIS I 1 GAL. I 346 PURPLE LANTANA 1'-6" o.c. 0 LIGUSTRUM J. 'TEXANUM' I 5 GAL. I TEXAS PRIVET 3'O.C. 386 MYOPORUM PARVIFOLIUM I FLATS / 733 MYOPORUM 12" o.c. PITTOSPORUM TOBI RA 'VARIEGATA' / 5 GAL. I 6,061 S.F. VARIEGATED PITTOSPORUM 4'O.C. 0 RHAPHIOLEPIS INDICA 'CLARA'/ 5 GAL. I 128 INDIA HAWTHORN 3'-6" o.c. TRACHELOSPERMUM JASMINOIDES I FLATS / 161 STAR JASMINE 12" O.C. PARTHENOCISSUS TRICUSPIDATA / 5 GAL. I 2353 S.F. BOSTON IVY 8'O,C. ,, TURF / SOD 4 4,700 S.F. EXISTING PLANT MATERIAL TO REMAIN: TREES SHRUBS GROUND COVERS ;;;,;;--'--'-"~~~~~--~("''"":······ ·········· i.\,~-l Br""-,..hw ... h·,to~ a~erifolius ;_ / 1 Ceanothus !'Concha• r /4 ~-....... ...-"' •· ... ""'°' ~,: Bougainvillea 'Crimson Jewel' :.::-;E) Cinnamomum eamphora @) Abelia 'Edward Goucher• 2:j O(E)Quercus agrifoiia 6 Strelitzia reginae fl : !j ---- (l) Nerlum o. 'Petite Pink' (9) Xylosma congestum G! Escalloni a 'Newport Dwarf' Q Phormlum 'Sun.downer• ~ Plumbago auriculata (;, HemerocalUs 'Orange King' Q;) Rh;,phiol.,pis i. 'Ciara' ~) Rhaphia!epis I. 'Springtime' g Rhaphio!epis I. 'Pinkie' I!_; i_: !.:.· Myoporum p . •Putah Creek" DENOTES SOIL SAMPLE LOCATION · REFER TO NOTE 'H' OF PLANTING NOTES, SHEET L6.1 , FOR ADDITIONAL INFORMATION. DENOTES ROOT BARRIER, TO BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE, PAVEMENT OR CURB. ROOT BARRIERS ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (800) 458-7668 , INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOT BE WRAPPED AROUND THE ROOTBALL. NOTES: ALL TREES 36" BOX AND LARGER SHALL BE TAGGED BY LANDSCAPE ARCHITECT. ALL OTHER TREES SHALL BE REVIEWED PER PLANTING NOTE 'K', SHEET L5 .6. SEE SHEET L6.1 FOR LANDSCAPE PLANTING DETAILS & NOTES ALL PLANT LOCATIONS SHALL BE REVIEWED AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PLANTS SHALL BE PLACED IN THEIR INTENDED LOCATIONS WHILE STILL IN THEIR CONTAINERS I BOXES. MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 3:1 SLOPE WITH A 3" DEEP LAYER OF MEDIUM GRIND BARK PER SPECIFICATIONS AT THE CONCLUSION OF PLANTING OPERATIONS. WHERE ADJACENT TO HARDSCAPE (SIDEWALKS, CURBS, OR DRIVES· WHERE FINISH GRADE MUST BE 1" BELOW THE TOP OF THE HARD-SURFACE), THE MULCH THICKNESS MUST TAPER DOWN TO BE FLUSH WITH THE LANDSCAPE. i ! i I \ STREETSCAPE TO BE INSTA\.LED BY _ _.,,. MASTER DEVELOPER. I I . 0 10 20 40 REFER TO STREETSCAPE IMPROVEMENT PLANS BY TESHIMA DESIGN GROUP FOR PROPOSED STREETSCAPE IRRIGATION AND PLANTING. CITY OF CALRSBAD LANDSCAPE IMPROVEMENT DRAWING #409-1L. ALL STREETSCAPE IS TO REMAIN UNDISTURBED UNLESS IT IS IN DIRECT CONFLICT WITH THE PROPOSED HARDSCAPE PLANS. KEYMAP NOTTO SCALE &CALE AND NORTH 60 . ! I I ti \, 1"· ; --- --· I ' ' ' LIONSHEAD AVENUE . -., .. .... ·- . •-.... - • I I I .... .... MAINTENANCE RESPONSIBLITY ALL PROJECT LANDSCAPE WILL BE MAINATINED BY OWNER. LANDSCAPE ZONES ALL PROPOSED SITE PLANTINGS ARE CONSIDERED REFINED, ZONE 2. MEZZ. 6,236 sf. tij LU I Cf) SOIL SAMPLE LOCATION 2 OF 3 ------- R I D G E LANDSC APE ARCHITEC TS 755 Ram1rle Drive, 5"118 300 C&rlooed, CA 92009 Tel 760 438 1002 Fax 760 438 1155 '#IN/.ridgala.oom -------- DATE -------------PROPOSED BUILDING . ' 1: /·1/···k...,/)c · ·· :r ·:t .,,,,~ !;! •.i ': ; :~~ : . ,.,,...... ... ....._ ___ ,/ REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. LU LU Cf) LU z ...J I ~ ~ FIRE ZONES THE BUILDINGS ON THE SITE EXCEED THE 60' SETBACK FROM THE TOP OF SLOPE AND THERE FORE ARE NOT SUBJECT TO FIRE ZONE RESTRICTIONS PER CITY OF CARLSBAD FIRE DEPARTMENT , GREG RYAN. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRfCISf LOCATION OF PLANTING AREAS. ~II 11·16 18 1 R.C.E. _____ _ R.C.[. _______ ~--1-----1--------------------,f---- LANDSCAPE PLANTING PLAN OPUS POINT LOTS 5-6 3193 LIONSHEAD A VENUE REVIEWl:D BY, IPISPECTotl _0A,..,T __ E__ i-.c.D'-'AT'-'E'-'-IY"-'-'------REV1810N8--'DESC="-'R1-'--PT=10~N _______ ~._•,.,._·c......, I = :--~-s--11 FF ~ IPOT NQ. PIP0517 11 IJRCt lllla NQ. 436-6L CMWD# ' 0 ...... f-w w I I en w w en I W1 ~l f-I <( :ii: I I BUILDING I I I I I REFER TO STREETSCAPE IMPROVEMENT PLANS BY TESHIMA DESIGN GROUP FOR PROPOSED STREETSCAPE IRRIGATION AND PLANTING. CITY OF CALRSBAD LANDSCAPE IMPROVEMENT DRAWING #409-1L. ALL STREETSCAPE IS TO REMAIN UNDISTURBED UNLESS IT IS IN DIRECT CONFLICT WITH THE PROPOSED HARDSCAPE PLANS. KEYMAP NOTTO SCALE LlONSHEAD AVENUE 0 I I I I \ - 10 20 40 SCALE AND NClflTH 60 , . ,, .. ' : . .-\ LOCATION 1 OF .. R I D G E LA!DSCAPE ARCHITECTS 75/i Raintree Driwl, Suile 300 Carilood, CA 92009 Tel 7150 438 Hl02 Fax lfl043811SS -.rid9olo.com PLANT LEGEND FOR LANDSCAPE PLANTING DETAILS -SEE SHEET12 SYMBOL BOTANICAL/ COMMON NAME TREES SlZE I SPACING QUANTITY FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 13-16 SYMBOL CASSIA LEPTOPHYLLA I GOLD MEDALLION TREE KOELREUTERIA BIPINNATA / CHINESE FLAME TREE PODOCARPUS GRACILIOR I FERN PINE LAGERSTROEMIA HYBRIDS I CRAPE MYRTLE 'TUSKEGEE' LOPHOSTEMON CONFERTAS I BRISBANE BOX I BOTANICAL/ COMMON NAME 24" BOX 24" BOX 24" BOX 24" BOX 24" BOX 15GAL 9 17 5 27 41 13 SIZE/ SPACING QUANTITY SHRUBS, VINES AND GROUNDCOVERS: HEDERA HELIX 'HAHNSII' I FLATS I HAHN'S ENGLISH IVY 8" o.c. HEMEROCALLIS 'STELLA D' ORO' I 1 GAL.I 2,110 S.F. YELLOW DAYLILY 1'-6" o.c. 346 LANTANA MONTEVIDENSIS I 1 GAL. I PURPLE LANTANA 1'-6" O.C. 0 386 LIGUSTRUM J. 'TEXANUM' I 5 GAL. I TEXAS PRIVET 3'0.C. 733 MYOPORUM PARVIFOLIUM I FLATS I MYOPORUM 12" O.C. PITTOSPORUM TOBIRA 'VARIEGATA' I 5 GAL. I 6,061 S.F. VARIEGATED PITTOSPORUM 4'0.C. 0 RHAPHIOLEPIS INDICA 'CLARA'/ 5 GAL. I 128 INDIA HAWTHORN 3'-6" o.c . TRACHELOSPERMUM JASMINOIDES / FLATS I 161 STAR JASMINE 12" O.C. PARTHENOCISSUS TRICUSPIDATA I 5 GAL. I 2353 S.F. BOSTON IVY 8'0.C. ... TURF/ SOD 4 4,700 S.F. EXISTING PLANT MATERIAL TO REMAIN: TREES SHRUBS GROUND COVERS (?'sc,=c=-e:.:ac.n=<>:.:t::,h,--u-•-:-,C::-o-n-c-,h=--1.1:--:--, ----•~r-c.===~~~~~~----- UEI Brachychiton ~eer!fotlus "-' '. Bougainvillea 'Crimson Jewel' · c· k ,-7,'\ Abella 'Edward Goucher' qr.:; mnamomum campncn'a iz:tJ O(E)Quercus agdfolla (5) Streliti!a rngi11a1ec U.ll ... l.ll.· Myoporum p, 'Putah Creek' ('7\ Nerium o. 'Petite Pi,1k.' ---- '4./ (9) Xylosm-a congestum (;). Escallonia 'Newport Dwarf' () Phormium 'Sundowner' I')\ \(';11 Plumbago auriculata '" Hemero.:allis 'Orange King' '-"' J'j'"-.,, '<'.':9) Rh,.pMolo,pis I. 'Clio,a' '1) Rhaphiolepis /.'Springtime' @ Rhaphiolepis i. 'Pinkie' r:~·y~ [}jrrachelospermum Jasminoid"s t.:~·.,:J DENOTES SOIL SAMPLE LOCATION -REFER TO NOTE 'H' OF PLANTING NOTES, SHEET L6.1, FOR ADDITIONAL INFORMATION. DENOTES ROOT BARRIER, TO BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE, PAVEMENT OR CURB. ROOT BARRIERS ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (800) 458-7668, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOT B WRAPPED AROUND THE ROOTBALL. NOTES: ALL TREES 36" BOX AND LARGER SHALL BE TAGGED BY LANDSCAPE ARCHITECT. ALL OTHER TREES SHALL BE REVIEWED PER PLANTING NOTE 'K', SHEET LS.6. SEE SHEET L6.1 FOR LANDSCAPE PLANTING DETAILS & NOTES ALL PLANT LOCATIONS SHALL BE REVIEWED AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PLANTS SHALL BE PLACED IN THEIR INTENDED LOCATIONS WHILE STILL IN THEIR CONTAINERS I BOXES. MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 3:1 SLOPE WITH A 3" DEEP LAYER OF MEDIUM GRIND BARK PER SPECIFICATIONS AT THE CONCLUSION OF PLANTING OPERATIONS. WHERE ADJACENT TO HARDSCAPE (SIDEWALKS, CURBS, OR DRIVES -WHERE FINISH GRADE MUST BE 1" BELOW THE TOP OF THE HARD-SURFACE), THE MULCH THICKNESS MUST TAPER DOWN TO BE FLUSH WITH THE LANDSCAPE. DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. FIRE ZONES THE BUILDINGS ON THE SITE EXCEED THE 60' SETBACK FROM THE TOP OF SLOPE AND THERE FORE ARE NOT SUBJECT TO FIRE ZONE RESTRICTIONS PER CITY OF CARLSBAD FIRE DEPARTMENT , GREG RYAN. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. R.C.E. _____ _ R.C.E. _______ _ LANDSCAPE PLANTING PLAN OPUS POINT LOTS 5-6 3193 LIONSHEAD AVENUE REVICWED BY: DATE BY DESCRIPTION APP'D INSl'£CTOII DATE REVl810N8 APP D PLANNING DWN 1Y WM CHKD IY __ R~S~-- l"IELD IY CMWD# o.tt' b(z./ot:, DATE ' PIP0517 11 DRIJU#I ta NO. 436-6L \ -- - PLANTING NOTES A. REFER TO l'I.ANTING SPECll"ICATIONI ANO O!!TAIL.S FOR SOil l"R!!P'ARATl•ON, Fl"R'TILIY.TION, tl!IJLCHIWG AND OTHER F'LANTING IN-FORMATION. I. NOTIFY THI" OWNER'!!! AUTHORIZED Rel'M'SENfATtvE ~ HOURS l"l'tlOI'! TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. C. llt!!Rll"Y ALL EXISTING CONOITIONS, DIMl!NSIONS ANO ELEVATIONS IEFOtltE l'ROCEEOING WITH THE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. 0. REPORT DISCREPANCIES IN THE OAAW1MGS OR BETWEEN THE OAAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTION SHALL BE ISSUED l"RIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILU•RE TO REPORT KNOWN DISCREPANCIES. IL LOCATI!' ALL l!XISTING UTILITll:S Wl-lETHER SHOWN Hl"REON OR NOT AND l'ROTECT THEM FROM DAMAGE. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY AND ASSUME FULL RESF'ONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH DAMAGED UTILITIES. F. LOCATION OF N.I.C. CONS'i"AUCTIO!II EL!M!!NTS SUCH AS LIGHTS, SIGNS, llt!!NTS, HYORANT$, TRANSFORMERS, ETC. ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. G. OBTAIN ALL SOil FOR LANDSCAPE PLANTING AREAS OR l!EFIMS FROM ON-SITE l!XCAVATIONS. SHOULD IMF'OFIT SotL l!IE NE::CESSARY, SUBMIT IMPORT SOIL TESTING RESULTS FOR APPROVAL PRIOR TO IMF'ORTATION. SOIL SHALL I!!!; SANDY LOAM CONTAINING NO TOXIC CHE::MICALS OR ELEMENTS WHICH MAY INHIBIT OR FIETARD NORMAL PLANT GROWTH. H. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN F'LANTING ARl!'AS, HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION ~ HAVE SAMF'LES TESTED BY SOIL ANO F'LANT LAB, (714) 558-8333, FOR SOIL FERTILITY, TAKE TWO SAMPLES AT EACH LOCATION: (1) GROUND LEVEL TO 10" DEEP, (2) 24" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APF'ROXIMATELY 1 QUART OF SOIL TO BE LABELED PER LOCATION AND DEPTH. INSTALL SOil PREPARATION AND BACK FILL MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY UPON RECEIPT OF WRITTEN CHANGE ORDER FROM THE OWNER. SUBMIT SotL REPORT TO CITY INSPECTOR AND LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO AMMENDING SOIL I. KILL AND REMO\/!! All EXISTING Wl!!l!DS MOM SITE ARl!AS fll!FI SPECIFICATIOfllS. ' J, A!l8UR!! .-osmve CIAAINAGI!! IN All fllANTING AR!!AS, 2 % MINIMUM. K. LOCATE ANO TAG ALL PLANT MATE111.1AL. MATERl,ld. 9H~L IE IN CONFORMANCJE WITH IPI.ANTING 11'1.AN DESCRIPTIONS AND SPECIFICATIONS. ALL PLANT MATERIAL IS SUBJECT TO REVIEW AND APPROVAL PRIOR TO INSTALLATION. PROVIDE PHOTOS OF REPRESENTATIVE EXAMPLES OF EACH TAGGED BLOCK TO LANDSCAPI!' ARCHITECT MINIMUM 21 DAYS BEFORE ANTICIPATED DELIVERY. PHOTOS SHALL INCLUDE A l"ERSON FOR SCALE PURPOSES. LANDSCAPE ARCHITECT MAY OPT TO REVIEW MATERIAL AT GROWING NURSERY. MATERIAL DELIVERED TO THE SITE MAY BE REJECTED BASED ON UNHEALTHY APPEARANCE OR NON-CONFORMANCE WITH SPECIFICATIONS EVEN IF PREVIOUSLY REVIEWED BY THE LANDSCAPE ARCHITECT OR THE OWNER. L. ALL Tl\'EES WITHIN A 91'ECIE1 9H/IILL HAVE MATCHING l'ORM. M. FINAL LOCATICJN OF ALL fl'LANT MA~ALS SHALL Ill! SUeJ!!CT TO THE Al'PROVAL OF '!'HI! OWNl!R'S AUTHORIZED REPRESENTATIVE. N. l'I.AN'!'ING QUANTITl!S AN! GN!N FOIII CONVENIENCE 0NL Y. fl>I.ANT S'l'M!OLS ANO SF't!CIFIED SPACING SHALL TAKE P'RECEDENCE. 0. AT l!OG!S OF l"LANTING A~, TH! Ol!N'l'ER LINE OF Tf!I! LA!IT ROW OF SHRUIIS .l.NDIOR GROUND COVER SHALL BE LOCATED NO FARTHER FROM THE EDGE THAN ONE-HALF THE SPECIFIED ON CENTER SPACING. ii'. INSTALL GROUNO COVER AfllDl'(JR ~!WI MASSES WITH Tl'tlANGULAR SPACING UNl.1!1!!$ OTHl!RW18! INDICATED. Fl.. ALL CURVE TO CURVE ANO ClJl'WE TO TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH 'ANO UNl'FORM. Q. REMOVE ALL NURSERY STAKES AND !!SPALIER ""CKS IMMEDIATELY AFT!R INSTALLATION UPON PROVIDING SUPPORT PER PLAN. S. DURING THE Ll!'NGTH OF THE GUAl'!ANTl!E l"ERIOD, !IE RE!!l'ON!!ll!ILE FOR F'ROPER ST.Ii.KING AND/OR GUYING OF TREES TO ENSURE STABILITY. T. MULCH ALL LANDSCAPE AMAS (E~LUDING TURF) HAV!Nll Ll!SS THAN A 3:1 !!LOPI!: WIT,! A 3" DEEP LAYER OF MEDIUM GRIND BARK PER SPECIFICATIONS AT THE CONCLUSION OF PLANTING OPERATIONS. SUBMIT MULCH SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERY TO JOB SITE. U. ANNUAL COLOR TO !IE SELECTI:D BY LANDSCAPE ARCHITECT AT TIME OF INSTALLATION. REQUEST RECOMMENDATION A MINIMUM OF 48 HOURS IN ADVANCE OF NEED FOR DELIVERY. EROSION CONTROL NOTES • SLOPES REQUIRING EROSION CONTROL MEASURES AS IPECIFIED HERE1N l!IHALL BE! TREATED WITH ONE OR MORE OF THE FOLLOWING STANDARDS: A. ST ANDAl'ffl #1 • COVER Cl'IOf' I JUT!; MESH COVER CRO" SHALL BE A SEED MIX TYPICALLY MADE UP OF FAST COVERING GRASSES, CLOVERS, ANO/OR WILD FLOWERS. SUBMIT SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUF'FICIENT TO PROVIDE 90% COVERAGE WITHIN 30 DAYS. 1'YF'I! OIi' JUTE MESH SHIILL It! AflPfllOlfED BY THE CITY >IND S'tAKED TO THI! SLOPE AS RECOMMENDED BY THE M~NUFACTURER. JUTE MESH SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15TH AND APRIL 15TH. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR JUTE MESH SHALL BE USED. I. STANOARO #2 · GROUNDCOVl!fll 100% OF AREA TO BE PLANTED WlT,I A GROUND COYIER t<NOWN TO HAVE fXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN (1)YEAR). C. STAN0ARO #3-LOW S~IS LOW SPREADING WOODY SHRllH (PLANTED FROM A Ml'NIMUM OF 2-314" UNl!RS) SHALL COVER A MINIMUM OF 70% OF THE SLOPE FACE (AT MATURE SIZE). 0. STANOARO #4 · TR!!l!S ANO/ OR LARGE SHRUBS TREES AND I OIi. LARGE SHRUl!IS SHALL BE (PLANTl!O FROM A MINIMUM 01' 1 Giq, CONTAINERS) AT A MINIMUM RATE OF ONE PLANT PER 200 SQUARE FEET. • ALL SLOPES 3:1 OR STEEPER AND 4' OR GREATER IN HEIGHT REQUIRE STANDARDS #1 AND#2. • ALL SLOPES 9: 1 OR STEEl'ER ANO 3' OIi. LESS IN VERTICAL !-!EIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. • ALL SLbPES 8:1 OR STEEPER AND 4' TO 8' IN VERTICAL rtEIGHT REQUIRE STANDARDS #1, #2 AND #3. • ALL SLOPES 6:1 OR STEEPl!'R AND 8' OIi. GFIEATER IN 111!!1'1.TICAL HEIGHT REQUIRE STANDARDS #1, #2, #3 AND #4. • COVER SEED CROP COMPOSITOIN TO BE: DESCRIPTION ESCHSCHOLZIA CALIFORNICA LUPINUS SUCCULENTUS O'CONNOR'S LEGUME FIBER MULCH 16-16-16 FERTILIZER STABILIZING BINDER #/ACM 2 2 20 2000 400 120 E \'\7\J\7\7 7 ~~ -•----•-• -•-•-•-\ \/\!\/\!\ -_. \/\/.\.I·\!~.//; I /\ /\ /\ 1\ \ NO'rE$ A, ALL SHRUl!IS I GROUNO COVERS SHALL BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. GROUNDCOVER PLANTING NOT TO SCALE FOR LANDSCAPE PLANTING PLANS -SEE SHEETS 10-11 FOR LANDSCAPE SPECIFICATIONS-SEE SHEETS 13-16 l'o 2X DIA. OFROOTBALL '----(7 LEGEND 1. ONE THROUGH FIFTEEN GALLON SIZE CONTAINER PLANT 2. WATl!RING BASIN -MIN 4' DEF'TH. REMOVE BASIN AFTER MAINTENANCE PERIOD. 3. FINISHED GRADE 4. AMENDED BACKFILL MIX• SEE SPECIFICATIONS, TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER "LANTING. 6. FERTILIZING TA!!LETS PER SPECll"ICATIONS 6. !l!OOTBALL OF PLANT • MUST NOT BE ROOTBOUNO. LOOSEN ANY TIGHT-PACKED ROOTS. 7. EXIST! NG SOIL ! 8. "CRO-" OF PLANT· MIJST NOT BE !lt:JRIED BELOW LEVEL OF $URROUND1NG SOIL. SHRUB PLANTING 2XDIA. OFROOTBALL LEGEND 1. WALL, FENCE OR TRl!LJLIS, P'l!FI PLAN 2. WATERING BASIN· MIN 4" Dl!l"TH. Rl!MOV!: l!IASIN AFTER MAINTENANCI!' F'ERIOO. 3. FINISHED GAADE 4. AMENDED BACKFILL MIX· SI!!! $PE¢11FICATIONS. TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING. ' J. FERTILIZING TABLET$ F'ER Sl't!:CIFICA'l'IONB 6 ROOTBALL OF l"LAN'I" • MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT-P'ACKED ROOTS. 7. EXISTING SOIL •• 'CROWN' OF PLANT· MUST NOT BE BURIED BELOW LEVEL OF SURROUNDING SOIL l"LACE VINE AS CLOSELY AS POSSIBLE TO WALL, FENCE, TRELLIS OR OTHER SUPPORT. SECURE LEADER TO SUPPORT WITH GREEN NURSERY TAPE. (USE NOT TO SCALE! !EPOXY-TIE ON WALLS AND FENCES). SECURE ALL OTHER LENGTHY BRANCHES IN AN OUTWARD RADIAL PATTERN WITH ADDITIONAL GREEN NURSERY TAPE (ANO EPOXY-TIES), AS NECESSARY, TO DIRECT GROWTH. AFTER VINE IS ADEQUATELY SECURED, REMOVE NURSERY STAKE. VINE PLANTING NOT TO SCALE! A I.SEE SPEC, k ,r2X DIA. ~ OF ROOT8ALL ·-~~ .OS PLAN VIEW LEGN!!ND 1. 24" CORDED TIE. SEE SPECIFICATIONS. ATTACH WITH ROOFING NAILS (4 TYP.) 2. 2" DIA. X 10' LODGE POLE PINE STAKE (2 TYP.) KEEP CLEAR OF ROOTBALL ANO CROWN OF TREE. SEE SPECIFICATIONS, 3. WATER BASIN, 3" MIN. DEPTH AFTER WATERING BY HOSE. REMOVE BASIN IN LAWN AREAS AND AS DIRECTED BY LANDSCAPE ARCHITECT. 4. FINISHED GRADE. 6. AMENDED BACKFILL. SEE SPl!!CIFICATIONS FOR MIX ANO PIT SIZE. 8. PLANT TABLET PER SPECIFICATIONS, 7. Q:XISTING SOIL. 8. $CARI FY SIDES AND BOTTOM OF PLANTING PIT. It. ARBOR-GARD TRUNK PROTECTOR l"OR USE IN TURF AREAS 10. SET TOP OF ROOTBALL 3" ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE. 11. INSTALL #UB24-2 ROOT BARRIER, AS MANUFACTURED BY DEEP ROOT, (800) 456-7668, AT ALL TREES WITHIN 5' OF HARDSCAPE, OR AS SHOWN ON PLANTING PLAN. ~TE: MAINTAIN'TUAI' 3" CLEAR~ TREE TRUNK. TREE PLANTING -24" BOX & SMALLER NOT TO SCALE! l SECTION LIOEND: 1. LOCATE l"LANTS WITH EQUAL l!ll"ACING AB INDICATED ON PLAN, TRIANGULAR SP'ACING. 2. :M" CLEAR VEHICLE OVERHANG ZONE • LOW (MAX. 8" HT.) GROUND COVER ONLY. 3. CURB 4. SPRINKLER HEAD· LOCATE l!IETWE'l!N PARKING STALLS WHENEVER POSSIBLI! • MAX. 6" POP-UP WHEN LOCATED IN VEHl!CLI! OVERHANG ZONE. 9. VEHICLE e, 1/2 SPACING FOR SPECIFl!!O PLANT MATERIAL @ @ CD I I @s EQUAL • F'I.ANV!EW PLANTING ADJACENT TO PARKING • NOT TO SCALI AP'PROVED FOR PLANTl'NG AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING Dl!PAMMl!!NT R I D G E LANDSCAPE ARCHITECTS 755 R8inlree Drive, Suite 300 Carlsbad, CA B2009 Tel 760 438 1002 Fax reo 438 1155 www.rldgele.com R.C.t. ----- REVIEWED RY: INSPECTOR PLANTING OET AILS DATE OPUS POINT LOTS 5-6 3193 LIONSHEAD A VENUE R.C.E, ______ ~-------------------+----, ~:;::;,;,;;;~;!;==================:::; DATE IIY OESCRll'TION APP 1D DATE REVISIONS DWN IY _ _,W="="M __ CH~O IY __ RS __ '1ELD IV CMWD# -- PIP0517 11 --NQ, 436-6L - SECTION 02811 LANDSCAPE IRRIGATION SYSTEM RECLAIMED WATER Note: In cau of conflicts, City of Ocea,nslde Standard speclflcatlons shall lake precedence. Part 1 • OENEAAL 1.01 SUMMARY A. It is the intent of the specifications and drawings that the finished system Is complete In every respect and shall be ready for operation satisfactory to the Owner. B. The work 9l'iatl include all materta1s, labor, services, transportation, and equipment necessary to perform the work as indicated on the drawings, in these specifications, and as necessary to complete the contract. 1.02 CONSTRUCTION DRAWINGS A. Due to the scale of the drawlng9, It Is l'IOt posslbte to Indicate alt offsets, fittings, 1let!Vfl, etc. which may be required. The Contractor shell carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc. as may be required to meet such conditions. Drawings are general'ly diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting, and architectural features. B. A~ Wl'll'k ~ fOf on tha dl'IIWfflgs by notn ,or detells s'1eft be fllfn'ISl'ted and inetlilled whethar or not specifically mentioned in the specifications. When an item Is shown on the plans but not shown on tha specifications or vice versa, it shall be deemed to be as shown on both. The Architect shall have final authority for clarlflcatlon. When a conflict occurs between an item shown on the plan and as shown on the specifications, the Architect shall have final authority for clarification. C. Tt'le Con!r8cil:lf llhsn not wl1fufty ll'llltafl the lrrlgltlol'I syttem as Shown °" the drawings when It Is obvious in the field that obstruction,, grade differences or discrepancies in area dimensions exist that might not have been considered In engineering. Such obstruction, or differences should be brought to the attention of the Architect as soon as detected. In the event this notification is not performed, the Irrigation Contractor shall assume full responsibility for any revision necessary. 1.03 QUALITY ASSI..IAANCE A. Provide at least one English speaking person who llhall be present at all times d11ring execution of this portion of the work and who shall be thoroughly familiar with the type of materials being installed and the manufacturer"s recommended methods of installation and who shall direct all work performed under this section. B. Manu'lacturar's dfreetlons and detlllled drlWlngs shall be followed In all ceses where the manufacturer of articles used In this contract furnishes directions covering points not shown in the drawings and specifications. C. An local, municipal and state laws, rules and regulations governing or relating to any portion of this work are heraby Incorporated Into and made a part of these specifications, and their provisions shell be carried out by the Contractor. Anything contained in these specifications shall not be construed lo conflict with any of the above rules and regulations of the same. However, when these specifications and drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than Is required by the above rules and regulations, the provisions of these specifications and drawings shall take precedence. D. An metartele supplied for this project aliall be new and frae from any defecit. All dafecilve materials shall be replaced immediately at no additional cost to Owner. e. The contractor shaft secure the required ffeenses and permits lneludlng payments of charges and fees, give required notices to public authorities, verify permits secured or arrangements made by others affecting the work of this section. 1.04 SUSMlTTALSi A. Materials List: 1. After award of contract and before any in1gatlon system materials are delivered to the job site, submit to the Owner a complete list of all irrigation systems, materials, or processes proposed to be furnished and installed as part of this contract. 2. Show manufacturer's name and catalog number for each item, furnish complete catalog cuts and technical data, fumlsh the manufacturer's recommendations as to the method of instal1lation. 3. No substitutions wl'II be attowed wtthout prior wrlllen 100eptance by the City ln11pector and the Architect (or Owner's authorized representative). 4. Manufacturer's warranties shall not relieve the Contractor of his llablllly under the guarantee. Such warranties shall only supplement the guarantee. l!I. lubatltutloM: If the Irrigation Contractor wishes to subllttlute any eqUl,prnent or materttfl's for those equipment or materials listed on the Irrigation drawings and specifications, he may do so by providing the following information to the Architect or Owner's authorized representative for approval. 1. Prov+de a written stala111ent in~catlng the re111on for making Iha substltulhlm. 2. Provide catalog cut sheets, tectmlca1 data, and performance information for each substitute Item. 3. !Drovlde In wrlllng the d111'9renee In tnlltalhtd price If the Item ni aecept8d. 1.05 EXISTING CONOITIONS A. The COl'ltrador 11'1111' veri1y and be famfller with the loostlons, llze and detail of points of connection provided as the source of water, electrical supply, and telephone line connection to the irrigation system. B. C. Irrigation design Is based on the avaHl!lbla static water pressure shown on the drawings. Contractor shall verify static water on the project prior to the start of construction. Should a discrepancy exist, notify the Architect and Owner's authorized representative prior to beginning construction. Prior to cutting Into the soil, the contractor shall locate an cables, conduits, sewer 'septic tanks, and other utilities as are commonly encountered underground and he shall take proper precautions not lo damage or disturb such improvements. If a conflict exists between such obstacles and the proposed work, the Contractor shell promptly notify the Architect and Owner who will arrange for relocations. The Irrigation Contractor will proceed in the same manner if a rock layer or any other such conditions are encountered. ; Ii_ D. The Contractor shall protect all existing utilities and features to remain on and adjacent to the project site during construction. Contractor shall repair, at his own cost, all damage resulting from his operations or negligence. E. The Irrigation Contractor shall coordinate with the General Contractor for Installation of required sleeving as shown on the plans. 1.05 INSPECTIONS A The Contractor shall permit ttte Archltiect and OWner's alllllorlzed representative to visit and Inspect at all times any part of the work and shall provida safe access for such visits. e. Where the speciflcatlons require work to be tested by the Contraclor, It shall not be covered over until accepted by the Architect, Owner's authorized representative, and/or governing agencies. The Irrigation Contractor shall be solely responsible for notifying the Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. Should any work be covered without testing or acceptance, It shall be, if so ordered, uncovered at the Irrigation Contractor's expense. C. Inspections will be required for the following at a minimum: 1. System layout 2. Pressure test of irrigation main line (Four hours at 125 PSI or 120% of static water pressure, which ever is greater.) 3. Coverage test of irrigation system 4. Final inspectio,n prior to start of maintenance period 5. Final acceptance ' D. Site observations and testing will not commence without the record drawings as prepared by the Irrigation Contractor. Record drawtngs must complete and up to date for each site visit. E. Work which fails testing and Is not accepted will be retested. Hourly rates and expenses of the Architect, Owner's authorized representative, end governing agencies for reinspection or retesting will be paid by the Irrigation Contractor at no additional expense lo Owner. 1.07 STORAGE AND HANDLING A. Use all means necessary to protect Irrigation system materials before, during, and after installation and to protect the installation work and materials of ell other trades. In the event of damage, immediately make all repairs and replacements necessary to the acceptance of the Landscape Architect and Owner and at no additional cost to the Owner. l!I. Exercise care In handling, lo$dlng, untoadlng, and storing plastlc pipe and fittings under cover until ready to install. Transport plastic pipe only on a vehicle with e bed long el'lough to allow the pipe to lay flat to avoid undue bending and concentrated external load. 1.08 CLEANUP AND DISPOSAL A. Dispose of waste, trash, and debris In a0oordance 'Nitti applicable taws and ordlnllndei and as prescribed by authorities having Jurisdiction. Bury no such waste material and debris on the site. Burning of trash and debris will not be permitted. The Contractor shall remove and dispose of rubbish and debris generated by his work and workmen at frequent intervals or when ordered to do so by the Owneir's authorized representative. B. At the time of completion the entire site will be cleared of tools, equiprnent, rubbish and debris which shall be disposed of off-site in a legal disposal area. 1.09 TURNOVER ITEMS A. Record Drawings: 1. Record accurately on one set of contract drawings 1111 changes In the work constituting departures from tha original contract drawings. 2, The changes and dimensions shall be recorded In a legible and workmanlike manner to the satisfaction of the owner. Prior to final inspection of work, submit record drawings to the Architect or Owner's authorized represental\ve. 3. Dimensions from/to permanent points of reference such as buildings, sidewalks, curbs, etc. shell be shown. Data on record drawings shall be recorded on II day to day basis as the project Is balng installed. All lettering on drawings shall be minimum 118 inch In size. 4. Show locations and depth• of the 1bllowlng Items: a. Point of connection (Including water meters, backflow preventors, master control valves, etc.) b. Routing of sprinkler pressure lines (dimensions shown al a ma,clmum of 100 feet along routing) c. Gate valves d. Automatic remota, controlivalvea e. Quick coupling valves f. Routing of control wires g. Irrigation controllers h. Related equipment (as may be directed) 5. Maintain record drawings on site at all times. Upon completion of work, transfer a1N as-built Information and dimensions to reproducible mylar prints. B. Controller Charts: 1. Record drawings must be approved by Architect and/or Owner's authOrlzed representative before charts are prepared. 2. Provide one controller chart for each automatic controHer. Chart shall show the area covered by the particular controller. 3. The chart is to be a reduced copy of Iha actual •record* drawing. In the eve1nt the controller sequence is not legible when tha drawing is reduced, It shall be enlarged to a readable size. 4. When completed and approved, the chart shall be hermetically seallld between two pieces of plastic, each piece being II minimum 20 mils In thickness. C. Operation and Maintenance Manuals: 1. Two Individually bound copies of operation and ma,lntenance manuals shall be delivered to the Architect or Owner's authorized representative at least 1 O calendar days prior to final Inspection, The manuals shall describe the material Installed and the proper operation of the system. 2. Each complete, bound manual shall Include the following information: a. Index sheet stating Contractor's address and telephone number, duration of guarantee period, list of equipment Including namea and addresses of local manufacturer representatives. b, Operating and maintenance Instructions for al'I equipment c. Spare perts lists and related manufacturer Information for 1111 eciutpment D. Equipment 1. Supply as a pilrt of this contract the following Items: a. Two (2) wrenches for disassembly end adjustment of each type of sprinkler head used in the Irrigation system. b. Three 30-lnch sprinkler keys for manual operation of control valves. c. Two keys for each automatic controller. d. •, Two quick coupler keys with a 3/4 • bronze hoaa bib, bel'lt nose type with hand wheel and two coupler lid keys. e. One valve box cover key or wrench. f. One 5-foot tee wrench for operating butterfly valves (If used). g. Si,c extra sprinkler heads of each size and type. 2. The above equipment shall be turned over to Owner"s authorized representative at the final Inspection. 1.10 COMPLETION A. At the itme of the pre-maintenance period Inspection, tha Landscape Architect, Owner's authorized representative, and govemlng agencies will Inspect tha work, and If not accepted, will prepare a list of items to be completed by the Contractor. At the time of Iha post-maintenance period or final inspection the work will be reinspected and final acceptance will be in writing by the Architect, owner's authorized representative, and governing agencies. B. The Owner's authorized representative sha11I have flhal ai.rihortty on 1ft p11rt10ns ct the WOl'I,(, C. After the system has been completed, the Contractor shall instruct Owner's authorlzad representative in the operation and maintenance of the Irrigation system and shell furnish a complete set of operating and maintenance Instructions. D. Any settling of trenches Whioh may occur during the one-year period followtng 1CCaptane1 shall be repaired to the owner's satisfaction by the Contractor wlthOul any additional expense to the owner. Repairs shall Include the complete restoration of all damage to planting, paving or other improvements of any kind as a result of the work. 1.11 GUARANTEE A. The entire sprinkler system, Including all work done under this contract, shall be unconditionally guaranteed against all defects and fault of material and workmanship, including settling of backfl11ed areas below grade, for a period of one ( 1) year following the filing of the Notice of Completion. Should any problem with the Irrigation system be discovered within the guarantee period, It shall be corrected by the Contractor at no additional expense to owner within ten (10) calendar days of receipt of written notice from Owner. When the nature of the repairs,• determined by the Owner, constitutes an emergency (i.e. broken pressure line) the owner may proceed lo make repairs at the Contractor's expense. Any and ell damages to existing improvement resulting either from faulty materials or workmanship, or from the necessary repairs lo correct same, shall be repaired to the satisfaction of the Owner by the Contractor, all at no additional cost to the Owner. B. Gul!ll'antee ahall be submitted on Contractors own letterhead as follows: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler irrigation system -have fumlsl'led and ln1t11ttad Is free from defects in materials and workmanship, and the work has bean completed IM accordance with the drawings and specifications, ordinary wear and tear and unusual abuse, or neglect excepted. We agree to repair or replace any ,defective material during the period of one year from date of filing of the Notice of Completion and also lo repair or replace any damage resulting from the repairing or replacing of such defects at no ac:ldltlonal cost to the owner. We shall make such repairs or replacements within 10 calendar days following written notification by the owner. In the event of our failure to make such repairs or replacements within the time specified after receipt of written notice from owner, we authorize the owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand. PROJECT NAME: PROJECT LOCATION: CONTRACTOR NAME: ADDRESS: TELEPHONE: SIGNED: DATE: Part 2 -MATERIALS 2.01 SUMMARY Use only n-materials of the mal'lufacturer, size and type shown on the drawlnga and specifications. Materials or equipment Installed or furnished that do not meet Architect's, 0Wnef1, or governing agencies standards will be rejected and shall be removed from the site at no expense lo the Owner. 2.02 PIPE A. Pressure supply ttne from point of connedlon thl'Ougll basket strainer unit illlafl be Type 'K" copper or brass pipe. B. Pressure supply fines 2 Inches In dll!ll'netl!lr and 11P to 3 Inches In diameter dow1'lllt1 NM of basket strainer unit shall be Class 315 and 1 1/2" or less shall be schedule 40 solvent weld PVC. Piping shell conform to ASTM D2241. C. Non-presaure tines 314 Inches In diameter and larger downstream of the remote control valva shall be Class 200 PVC. Non-pressure lines 1• and larger to conform to ASTM D2241. D. Recycled water PVC pipe to be color coded "purple" in color and marked on two eldes with recycled water warning statements "CAUTION -RECYCLED WATER". Recycled water piping must be accepted by the local recycled water governing agencies. Recycled water PVC pipe shall use standard Sch. 40 PVC fittings. Recyct,ed Weter PVC pipe to be purple water pipe. 2.03 METAL PIPE AND FITTING$ A. Brass pipe shall be 86 percent red bl'lltll, ANSI, 1PS Standard 125 poundl, Schedule 40 screwed pipe. B. Fittings shall be medium brass, screwed 125-pound class. C. Copper pipe and fittings shall be Type "K" sweat soldered. 2.04 PLASTIC PIPE AND FITTINGS A. Pipe shalt be marked continuously with manufacturer's name, nominal pipe size, achedule or class, PVC type and grade, National Sanitation Foundation approval, Commercial Standards designation, and date of extrusion. l!I. AH plastlc pipe shall be extrud1ed of an Improved PVC virgin pipe compound In accordance With ASTM D2241 or ASTM D1784. C. All PVC fittings shall be standard weight Schedule 40 and shall be lnjedllon molded of en Improved virgin PVC fitting compound. Slip PVC fittings shall be the "deep socket" bracketed type. Threaded plastic fittings shall be injection molded. All lees and ells shall be side gated. All fittings shall conform to ASTM D2456. D. AH threeded nipples shall be standard welg'ht Schedule 80 with molded threadl and 1'11111 conform to ASTM D1785. E. Alt solvent cementing of plastic pipe and fittings s1'1a11 be a two-step process, using primer and solvent cement applied per the manufacturer's recommendations. Cement shall be of s fluid consistency, not gel-like or ropy. Solvent cementing shall be In conformance with ASTM D2564 end ASTM D2855. F. When connection Is plastic to metal, female adapters shell be hand tightened, plus one tum with II strap wrench. Joint compound shall be non-lead base Teflon tape. 2.05 BASKET STRAINER A. The basket strainer unit shall be of the manufacturer, slza, and type Indicated on the drawings. l!I. The basket strainer unit shall be Installed In accordance with the requlremen!s lie! forth by local codes. 2.06 VALVES A. Gate \fet\'911: 1. Gate valves shall be of tha manuf11ctur1r, size, and type Indicated on the d1"&nhlg11. 2. Gate valve shall have threaded ASTM B-62 bronze body, bonnet and wedge, silicon bronze stem, and malleable iron handWheel. 3. All Gate valves shall have a minimum working pressure of not less than 150 psi and shall conform to AWWA standards. B. Quick Coupler Valws: 1. Quick coupler valves shall be of the manufacturer, size, and type Indicated on the drawings. 2. Quick coupler valves shall be bra!IS with a wait thickness guaranteed to Withstand normal working pressure of 150 psi without leakag,e. Valves shall have 1" female threads opening at base, with two-piece body. Valves to be operated only with a coupler key, designed for that purpose. Coupler key is Inserted Into valve and a positive, watertight connactlon shall be made between the coupler key and valve. Hinge cover shall bathe locking type constructed of brass with a rubber-like vinyl cover. Vinyl quick coupler cover lo be purpla in color with the words "WARNING -RECYCLED WATER -DO NOT DRINK" permanently marked on the lid. CONTlNU!:D ON NEXT SHEET APPROVED FOR PLANTING ANO IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. I ~.-. I 3 CITY OF CARLSBAD "-ANNING ~AFl'TMl!NT . --· 16 R I D G E LANDSCAPE ARCHITECTS 755 Raintree Drive, Suite 300 • Carlsbad, CA 92009 Tel 760 438 1002 FaK 760 438 1155 www.rldgele.com R.C.£. _ __.. __ _ REVIEWED BY: INSPECTOR DATE ~.C.E. _____ _ DATE BY DESCRIPTION APP'D DATE REVISIONS CONSTRUCTION SPECIFICATIONS PUNNING OWN IY CHKD IV FIELD Ill' OPUS POINT LOTS 5-6 93 LIONSHEAD A VENUE IJ..,orr-b¥oe OAT 'J:1.M l'Ro.acn' NO. 11 --NO. RS PIP0517 436-6L CMWD# - •. C. Automatic Control Valves: 1. Automatic control valves shafl be of the manufacturer, size, and type Indicated on the drawings. 2. Automafk: control valves shafl be etectrteally operated. D. Antl-dtaln Valves: 1. Anti-c:lrain valvn 1haR be of lf'le manuflllc:'!urer, size, and type Indicated on the drawings. 2. Anti-drain valves shaH have 18-8 stainless steel springs and valve stems with Buna-N seahl. 3. Anti-drain valves wlfl t,,IMI lf'lrnded oonneetlons ll'ltl sin of the riser or pipe !hey are to bl lnalalled onlD, or the next ava-llable size. No slip connection anti-drain valves are allowed. 2.07 VALVE BOXES A. Valve boxes shafl be fabricated from a du1rabl1, Weather-resistant plastic material resistant to sunlight and chemical action of soils. B. The Vl!llve box cover shall be purple In color and' permanen!fy marked with the words "WARNING -RECYCLED WATER -DO NOT DRINK". Valve box cover shall be secured with a hidden latch mechanism or bolts. C. The oover and box shall be capable of sustaining a load of 1,500 pounds. 'D. R1lclltlmed wnr F'VC pipe to be OO'lor ooded "purple• In cotor and mal'ked on two sides with reclaimed water warning statements "CAUTION -RECYCLED WATER". Reclaimed water piping must be accepted by the local reclaimed water governing agencies. Reclaimed water PVC pipe shall use standard Sch. 40 PVC fltting,s. Recycled Water purple PVC pipe. 2.03 METAL PIPE ANO FITTINGS A. Brn1 pipe shan be 85 percent red bran, ANSI, IPS Standard 125 pounds, Schedule 40 screwed pipe. D. Valve box extensions shafl be by !he ume manufacturer es !he valve box. E. Automatic control valve boxH shall be 15"x11"x12" rec!angular size. Valve box covers shafl be marked "RCV'' with the valve identification number "heat branded" onto the cover In 2 Inch high letters/numbers. F. Ga1e valve and quick coupler va111e boxes shall be 1 O" clrcular size. Valve box eovel'S shell be marked with either "GV" or •acv• "heat branded" onto the cover in 2-inch high letters/numbers. 2.09 AUTOMATIC CONTfltOLLER A. Automatic controller shall be of tt,e manufacturer, size, and type Indicated on the drawtngs. B. All!Omatlc controlter enclosures sha1! be of ll'le rnanufadturer, size, and type lndlcatl!ld on the drawings. Enclosure shall be vandal-resistant, ventilated and waterproof. 2.09 ELECTRICAL. A. All Metrical ilt!IJlp,'Nlnt 111111 be NeMA TY!)e 3, waterproofed 1or extel'lor tnstl!lflatlons. B. All etedtrical work shall conform to 1oeal oodles and ordinances. 2.10 LOW VOL TAGe CONTROL WIRING A. Remote oontrol wire lhan be dlrect-burfal AWG-UF type, lltzf as Indicated on the dh!!Wlngs, and in no case smaller than 14 gauge. B. Connections shaft be either epoKy-Hated packet type or Penn-Tlte connectors. C. Omund wlret lhl!III be wh1te In oolor. Col'ltffll wlm 1haN be Ntd (Whenl two or mort controllers are used, the control wt.-.. shall be a different color for each controller. Thna oolors shall be noted on the "Record Drawings• plans locatad on controller door)1 2.11 HI\RIGATION HEADS A. Sprtnlfder heads lhall be of lf'le manufactuNr, size, type,, wffli radius of throw, oper11tlhll pressure, and discharge rate Indicated on tl'la drawing,. B. Pop-up heads and riser heads ll'laff be uted u Indicated on ttte drawings. C. Pop-up headl and gear driven rotors uted on recycled water systems shall have a color ooded purple cap with recycled water warnings embossed on the top surface. RIM!r hel!lds shall have a self adhesive recycled water sticker placed on the riser directly below the sprinkler body. All recycled water warnings shall be in English and Spanish and have the International symbol for "Do Not Drink". All reclaimed water warnings shall be as required by the local water ut1l1ty. 2.12 MfSC!lLANEOUS EQUIPMEN1' Rain 1en10r shall be of the manufacturer, size, and type lnclieated on the dr!IWlngll. Part 3 -EXECUTION 3.01 SITE CONDITIONS A. lntpactlons: 1'. Prior to IR wOltt of 1h,1t Hetlon, oerefl.lHy Inspect lf'le tnstafted wol'k of a'II o!l'ler tradea and verify that all such work ia complete to the point where this installation may properly commence. 2. Verify that Irrigation system may be lnlllarted In lltrtct accordance with all pertinent codes and regulations, the original design, the referenced standards, and the manufacturer's recommendations. B. Dlscre,:,encles: 1. In the event of discrepancy, Immediately notify the Architect or Owner's authorized representative. 2. Do not proceed with Installation In areas of discrepancy until a" discrepancies have been resolved. C. Grades: 1. Before 1tertlng work, carefutty check !Ill grl!ldes to determine that work may saN!ly proceed, keeping within the specified material depths with respect to finish grade. 2. Final gredes shall be accepted by the Engineer before work on this section will be allowed to begin. D. Field Measurements: 1. Make all necessary measurements In the field to ensure precise !It of Items In accordance with the original design. Contractor shall coordinate the installation of all irrigation materials with all other work. 2. All scaled dimensions are approximate. The Contractor shall check and verify aH size dimensions prior to proceeding with work under this section. 3. Exercise extreme care in excavating and working near existing ull'litles. Contractor shall be responsible for damages to utilities which are caused by his operations or neglect. e. Diagrammatic Intent: The drawings are essentlally diagrammatic. The size and location of equipment and 1'1lllum are drawn to scale where possible. Provide offsets in piping and changes in equipment locations as necessary to conform with structures and to avoid obstructions or conflicts with other work at no additional expense to Owner. F. Layout: 1. Prior to Installation, the Contractor shall stake out an pressure supply' tines, routing and location of sprinkler heads, valves, backflow preventor, and automatic controller. 2. Layout Irrigation system and make minor adjustments required due to differences between site and drawings. Where piping Is shown on drawings under paved arells, but running parallel and adjacent to planted arel!ls, Install the piping in the planted areas. G. water Supply Connections to, or the lnstal1atkln of, the water supply shan be at the locations shOW!i on Iha drawings. Minor changes caused by actual site conditions shall be made at no additional expense to Owner. H. Electrical Service: 1. Connections to the electr1cal supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no addltionl!II expens11 to Owner. 2. Contractor shall make 120 volt connection to the Irrigation controf'lers. Electrical power source to controller locations shall be provided by others. 3.02 TRENCHING A. Excavations shafl be straight with ve1'1lcal sides, tVIM'I grade, and support pipe continuously on bottom of trench. Trenching excavation shall follow layout indicated on drawings to the depths below finished grade and as noted. Where lines occur under paved area, these dimensions shall be considered below subgrade. e. Provide minimum C0\181' of 24 lncllt9$ on presture supply !Inn 2 ½ inches and smaller and 36 inches under vehicular paving. C. Provide minimum cover of 18 Inches for control wll'M. 0. Provide minimum cover of 12 1nehes for llon-pressurre ones. E. Pipes Installed In a common trench shall have a e Inch minimum space between pl!)Els. 3.03 BACKFILLING I A. Backllll material on all lines shal1 be ltle tame as adlacent soil free of debris, lltt&r, and' rocks over ½-Inch in diameter. B. Bac1d111 shall be tamped In .ii-Inch 11)'91'11 under the ptpe and uniformly on both sides fori the full width of the trench and the full length of the plpe. Backfill materials shall be sufflclently damp to permit thorough compaction, free of voids. Backfill shall be compacted to dry density equal to adjacent undisturbed soil and shall conform to adjacent grades. C. Flooding In lieu of tamping 11 not allowed. D. Under no circumstances shall truck livneels be used to compl!lct backfill. E. Provide sand backfill a minimum of 8 lnchea over and under an piping U'nder paved ~l'ftl. 3.0-4 PIPING A. Pip-Ing under existing pavemeM mlly be Installed by Jacking, boring, or hydrllullc driving. Nto hydraulic driving Is permitted under asphalt pavement. B. Cutting or breaking of existing pavement Is not permitted. C. Carefully Inspect all pipe and tlttlnglj before Installation, removing dirt, scale, bulTS end reaming. Install pipe with all markings up for visual Inspection and verification. O. Remove all dented and damaged pipe actions. E. All lines shall heve a minlnium ch!arance of e Inches from Heh other and 12 Inches ll'c)n, lines of other trades. F. Parallel lines shall not be insta,lled dlrectly over each other. G. In solvent welding, use only the speclfled primer and solvent cement and make all Joints In ' strict accordance with the manufacturer's recommended methods including wiping all excess solvent from each weld. Allow solvent welds at least 15 minutes setup time betbre moving or handling and 24 hours curing time before filling. H. PVC pipe shall be lnsteHed in a manner wl'llch wtn provide 1'or expanaton and conll'lletlon 11 recommended by the pipe manufacturer. I. Centerioad all plastic pipe pr1or to pressure testing. J. All threaded plastic-to-plastic connections shall be assembled using Teflon tape. K. 'For plastlc-to-metel connections, work !he metal connections first. Use a non-hardel'lll'lg pipe dope an all threaded plastic-to-metal connections, except where noted otherwise. All plastic-to-metal connections shall be made with plastic female adapters. L. All solvent weld mainline piping Is to be secured wllh minimum one oublc foot thrust blocka at all directional changes. Bell and gasket pipe to have a Leemco joint restraint system Installed on all fittings In lieu of thrust blocks. 3.05 CONTROLLER A. The exact tocatlon of the controller shall be approved by lf'le Landscape Architect or OWnefs authorized representative before Installation. The electrical service shaft be coordinated with this location. B. The ll'rl1get1on Contractor shall be responsl't,le for tt'le final etectrl'Clfl hook 1.1p to tt,e lrrtgatton controller. C. The Irrigation system shall be programmed' to operate during lf'le period• of minima! un Of the design area or in accordance with the Irrigation schedule provided. 3.06 CONTROL WtRINO A. Low voltag,e control wtri,ng shall occupy the same trench and ahaft be l'nstefted along the same route as the pressure supply lines whenever possible. B. Where mote than one wire ts placed In a trench, tl\e wiring sl'll!lfl be taped togethlll' In • bundle at intervals of 10 feet. Bundle shall be secured to the mainline with tape at lntervillt of 20 feet. C. All connections shafl be of an approved type and shall occur In a valve box. Provide an 19 inch service loop at each connection. D. An expansion loop of 12 Inches shall be Pfhylded llt eaeh wire connection and/or dlractfOMI change, and one of 24 Inches shall be provided at each remote control valve. E. A continuous run of wire shall be used between a controller and each remote control valve. Under no circumstances shall splices be used without prior approval. F. Pull boxes for the low voltage control wires shal'I be provl,ded at a spacing of 480 feet on center along the wire route. An expansion loop of 24 Inches shell be provided at each control wire pull box. 3.07 VALVES A. Automatic control valves, manual valves, gate va,1ves, end baft valves are to be installed in the approximate locations Indicated on the drawinga. B. Valve shall be Installed In shrub areas whenever possible. C. !Install all 11alllel as Indicated In the detail drawing$. D. Valves to be 11n11tafled In valve boxes shall be installed one valve per bol(. 3.08 VALVE BQXES ;, A. Valve boxes shall be Installed In shrub ere~ whl!irlever poaslbte. B. Each valve box ehall be Installed on a foundation Of 3/4 1,nch g·r!llltll backflll, 3 cubic feet minimum. Valve boxes shall be Installed with their tops ½-inch above the surface of surrounding finish grade in lawn areas and 2 inches above finish grade In ground cover areas. 3.09 BASKET STRAINER A. Install basket strainer unit as Indicated In the dataill dl'!IYl'lngs. I!!. Install bas1kat strainer at locatio,n approved in Iha field and at height required by local code■. 3.10 SPRINKLE'R HEADS A. Sprinkler heads shall be Installed as lnd'lc•ted on the drewtngt. B. Spacing of heads sh.ill not exceed maximuM ind11cated on the drawings. C. Riser nlppll!IS shell be of the same size as the rtaer openhig In the sprinkler body. D. Pop-up sprinkler heal!ls shall not be Installed using aide outlat c,penlng1. 3.11 MISCELL~NEOUS EQUIPMENT A. Install all aasembtles specified herein accclrdlng to the reapectlve detall drtlwtnge or specifications, using best standard practice•. El. Quick coupler valves shall be sat a1pproxlm11te1y 1'2 lnchee f1'0m Waiki, cu""8, header boards, or paved areas where applicable. C. Unless designed as an Integral part of the irrigation head, anti-drain valves wNI be ll'lllltlllkld under every head. The anti-drain valve will be the same diamatar as the riser and be Integral to the riser assembly. D. Install rain sensors as Indicated on the drawings and as recommended by Iha manufacturer. D. The Contractor shall furnish all materials and perform all wort< required to correct any Inadequacies of coverage due to deviations from the plans, or Where the system hes been wilfully installed as indicated on the drawings when it is obviously inadequate, without 3.12 FLUSHING THE SYSTEM A Prior to Installation of 1prlnkler nozzles, the velvn shatt be opened and a full head of watet used to flush out the lines and risers. B. Sprinkler nozzles shatt be installed after flullhlng the system has bean completed. 3.13 ADJUSTINO THE SYSTEM A. Contractor shall adjust valws, allgn heldl, and check coverage of Heh aystem prior to coverage test. El. If lt'ls determined by !he Architect or Owner'S au1hortzed representative !hat additional adjustments or nozzle changes will be raqulfl9d to provide proper ooverage, ell neces•llfY changes or adjustments shall be made prior to any planting. C. The entire syatem shel'I be oper11!lng propel'ly before any planting operations commence. 0. Automatic control valves are to be adjusted so that ttte sprinkler heads operate It lf'le p,ressure recommended by the manufacturer. 3.14 TESTING ANO OBSERVA1'10N A. Do not allow or cause any of the work of 1h11 section to be covered up or enclosed untll It has been observed, tested and l!lccepted by the Architect, Owner, and goveming agencies. B. The Contractor shall be solely responsible for notifying the Architect, Ownaf, and governing agencies, a minimum of 48 hours In advance, where and when the work 111 rel!ldy for testing. C. Whan Iha sprinkler aystem Is completed, the Contractor 1ha1I perform a COY9rage test of each system in its entirety to determine If the water coverage for the planted areas is complete and adequate in the presence of the Architect. bringing !his to the attenuon of the Architect. Thia test shall be accepted by Iha Architect and accomplished before starting any plantln-g. e. Final Inspection will not commencl!I without ll&COrd drawtnga •• prepared by the l'rrlgatton Contractor. 3.15 MAIN1'ENANCE Du ring the maintenance p811od the Contracto,r shall adjuet end malntl!lln the Irrigation system In • fully operational condition providing complete i~ation coverage to all lntl!lnded plantings. 3.18 COMPLETION CLEANING Clean-up shell be made as each portion of the work progresses. Refuaa and exceea dirt shall be removed from the site, all walks and paving shall be broomed, and any damage sustained on the work of others shall be repaired to original conditions. !ND oF SECTION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF OAFILSBAD ~NINCI DEl'ARTMl!NT R I O G E LANDSCAPE ARCHITECTS 756 Ra'1tree Drive, Sullt 300 Calsbad, CA 92009 Tel 760 438 1002 Fax 7EIO 43B 1155 www.rldgela.com R.O.E. ----- REVIEWED BY: INSPECTOR DAT£ R.C.E. ----"'"-- . CONSTRUCTION SPECIFICATIONS OPUS POINT LOTS 5-6 3193 LIONSHEAD AVENUE qz/olo OAT[' , .. c,...,,. NO. DATE BY DESCRIPTION APP'D OWN 8Y WM ____ ~:;.;.;.;::...,..;:;.;...1 _____ _::;=:=..;=------...J.."""-~ CHKD ay_R_S __ PIP0517 11 ---438-SL DATE Fll!V1810N9 FIELD IY CMWD# SECTION 02950 LANDSCAPEPLANTtNO Part 1 -Ol!!Nl!FtAL 1.01 WOfltK INC'LUDl!D A. loft ,,.,..aon. I. Ptantlng. C. ltakl"II, D. loddt119, I!!. Clean up. 1.02 ~LATED WORtc: A. lectton 02111 -Landscape lfflptfoft lyatem. 1 .03 QUALITY ASSURANCE A. Source QuaHty: 1. Submit documentation at 191111: 90 days prior to plantlng that aft plant materlala are available. Materlala are subject to Inspection after confirmation of ordering. 2. Materlala are subject to Inspection at place of growth and upon delivery, for conformity to specifications. Inspection, approval and rejection can also take place at other times during progress of work. 3. Request, In writing, Inspection of plant materlala at place of growth. Identify place of growth, and quantity of plants to be Inspected. 4. Aa described In the planting notes for tree tagging, the Architect may opt to either visit the tree nursery or review photographs submitted by the Contractor. In either case visit the nursery and select trees conforming to specifications prior to revl-by the Architect. 1.04 IUBMITTALS A. ,r1or to lnetanatlon submit for rw1-and approval specifications end product Information on Items being used on project. Submit bound with 11st of Items as cover eheet. Conform to Section 01300. 1.05 DELIV!RY, ITOFtAO! AND HANOI.ING A. Deliver fertilizer to site In original unopened containers bearing manufacturer's guaranteed chemlcal analysis, name, trade mark, and conformance to State law. I. ,rov1de copl11 of recelpte for an ame11dmentl epectfled In these apeclflcattona or In the Solla Report. C. °'liver ptante with leglble lde11lfflcat1on, labell. Label ,.,. •• , ewrgre1n1, bund'lea of containers of llke shrubs and groundcover plants. Stat• correct plant name and size Indicated on plant 11st. Use durable waterproof label■ with water-realstant Ink which will remain legible for at least 60 days. 0. Protect plant rnatarlal during dellvery to prevent damage to root ban or desiccation of leaves. E. Notify Architect 7 days In ad\lance of dallvery of plant matarlala and submit Itemization of plants In each dellvery. F. Store plants In shade and protect froM-ather. O. Maintain and proact plant material 1ft a healthy, vtgoroua condition. H. Exercise care In hand1tng, kladlng, ul'ltoadlng and storing of plant rnatertala. Replace damaged materlala. 1.06 JOl!I CONDITIONS A. ,..rform actual planting only when -■ther and aoll conditions are suitable In accordance with locally accepted practice. I. Coordinate this work of this uctton with lnatenatton of underground Irrigation system, utilltlea, piping and watering heads. 1.07 SAMPLES AND TESTS A. Architect reserves the right to take and analyze samples of materials for conformity to specifications. Provlda samples for testing upon request. Remove rejected materials from site tmmadl ■tely upon rejection at no additional coat. Testing coats will be paid for by Owner If materl■la prove to be In compliance with apeclflcatlona. I. ,r1or to amencltng aolla, cCM,b actor ehall have soft tasted for agrlcuftural suitability as described In planting notes. C. Provide 1 cubic fc!ot umple of rn1dtum grind topping mulch to Architect for revtaw and approval. 1.08 GUARANTEE A. Ouarantu rnaterlala ag■tnllt poor, lnadllquate, dlaaased and Inferior materlata and workmanship for one year after 90 day maintenance agreement expiration. Part 2 -l'l'tdDUCTS 2.01 MATERIAL& A. The following organic, son amendlTfltilt.1' .nd fertilizer are to uud for bid purpoaea only. Specific amendments and fertillzer will be selected and ;specified after rough grading operations are complete and Contractor has had aoll samples tasted. ' B. Provide atsndard, approved and first-grade quality materlala, 11n prtme cond'ltlon when Installed and accepted. Deliver commerclally processed and packaged material In manufacturer's unopaned containers bearing the manufactu,.r'a guaranteed analyala. Supply a sample of all supplied materlala accompanied by analytical data from an approved laboratory source llluatratlng compliance, or bearing the manufacturer's guaranteed analysle. C. Organic Amendment: 1. Nitrogen Stabillzed: Cl.58 to 0.84 percent N bned on dry weight fot wood re1ldual or rice h ulla. 2. Particle Size: 1!5 to 100 percent passing 6.35 mm standard sieve; 80 to 100 percent passing 2.33 mm standard sieve. 3. Salinity: Ensure that saturation extract conductivity dOH not excud 3.11 milllmohs par centimeter at 25 degrees C. aa determined by saturation extract method. 4. Iron Content: Minimum D.08 percent dilute acid soluble Fe on dry weight basis. 5. Ash: 0 to 6 percent dry weight. D. Soll Amendment: 1. Soll Sulfur: Agrlcultur\111 11fad9 sulfur con1alntng minimum of 99 percent sulfur expressed•• elemental. 2. Iron Sulfate: 20 percent Iron expreaatd a rnetafflc Iron, derived from ferric al1d ferrous sulphate, 10 percent sulfur expressed aa elemental. 3. Calcium Carbonate: 95 percent llme aa derived from oyster shells, 4. Gypsum: AgrlcuHural grade product containing 98 percent minimum calcium sulphata. E. Fertilizer: 1. Plantlng Fertlllzer: pelleted or granular form consisting of the fotlowlng percents by weight and mlxad by commerclal fertillzer supplier: 6-nltrogen, 20-phoaphorlc acid, 20-potaah. 2. Planting Tablets: Provide lilo111'-release type with potential acidity of not more than 5 percent by weight containing the following percents by weight of nutrlente fisted: 20-nltrogen, 10-phoaphorlc acid, 5-poteah, 2.6-comblned calclum, 1.6-comblned sulphur, 0.35-lron elemental from ferrous sulfate. Provide In 21 gram tablets manufactured by Agrlform, or other approved. 3. Hydroseedlng Fertilizer: provide ammonium phosphate which consists of the following percent by weight and mixed by a commercial fertillzer supplier: 16-nitrogen, 20-phoaphorlc acid, 0-potash. 4. Pre-Sod fertilizer: Provide type consisting of the following percents by weight and mixed by a c;ommerclal fertillzer auppller: 16-hydrogen, 20-phosphorlc acid, IS-potash. / 5. Sulphate of potash: O-t-50. 6. Single super-phosphate: Cornmercla;I product containing 18 to 20 percent available Phosphoric Pentoxlde, or other approved, 7. Urea formaldehyde: 38-0-0. 8. Hydroseedlng fertilizer: provide amonlum phosphate which consists of the followlng percent by weight and mixed by a commercial fertlllzer supplier: 16-nltrogen, 20-phoaphortc acid, 0-potaah. F. Import or Amended Top Soll: Ensure allt plus clay content of top 1011 doaa not exceed 20 percent by weight, with a minimum 95 percent passing the 2.0 mm slevs. Do not allow the sodium absorption ratio SAR to exceed 6. The electrical conductivity (ECE) of the saturation extract cannot excHd 3.0 mllllmohs per centimeter at 25 degrees C. Ensure boron content la leas than 1 part par million H measured on the saturation extract. To ensure compliance with these requirements, submit aam,plea of soll for analyale prior to, and following beckfllllng. 0. Plant Materials: 1. Provide plant matarlals In accordanca with State Department of AgrlcuHura's regulation for nursery Inspections, rules and ratings. Provide plenta with a normal habit of growth, aound, healthy, vigorous and free from Insect Infestations, plant diseases, aunacalds, and other disfigurements. Ensure tree trunks are sturdy and have wall hardened systems and vigorous and fibrous root systems which are not root or pot-bound. In the event of disagreement as to condition of root system, th■ root condition• of the fumlahed plants In containers will be determined by removal of earth from the roots of not less than two plants, or more than 2 percent of the total number of plants of each species or variety. Where container grown plants are from several sources, roots of not less than two plants of each 1pecl11 or variety from each source will be Inspected. In the event that the sample plants Inspected are found to be defective, the antlre lot or Iota of plants represented by the defective aamptee may be rejected. Plants rendered unsultable for planting due to this Inspection will be considered samples and wlll be provided at no coat to the Ownar. 2. Size of plants will correspond with that normally expected for species and variety of commercially avallabte nursery stock or aa specified on drawln91, The minimum acceptable size of plants measured before pruning with the branches In normal position, must conform with the measurements specified In plant 111st. If approved by The Owner, larger sized plants may be used, but without additional cost. If larger plants ara approved for use, the ball of earth or 11pread of roots for each plant will be Increased proporttonately. 3. Plants not meeting requirements of these specifications are considered to be defective whether In place or not. They must be Immediately removed and replaced with new acceptable and approved plants of the required size, species and variety at no additional coat to the Owner. 4. Pruning: Do not prune, trim, top or alter th■ shape of trees or plants except as approved. 5. Provide plant matertal true to botenlcal and common name and variety •• specified In Annotated Checklist of Woody Ornamental Plants In California, Oregon and Washington, published by University of Callfomla School of Agrlculture (latest edition). 6. Nursery Grown and Collected Stock: Grow under cl'lmatlc conditions almllar to those In locality of project; container-grown stock In vigorous, healthy condition, not root-bound or with root system hardened off. Use only liner stock plant material which la well establlahed In removable containers or formed homogeneous aolt sections. T. Sod: Provide Marathon 11 'BONZAr. a. Select trees which are aesthettcally deslrabte and are good example■ of the species. Treas with gashes, misshapen trunks or branches, topped leader■, structural defects, badly crossed branches, or other vlsual defects will not be accepted. 9. Saad: Label seed and provide In sealed containers with signed copies from vendor certifying that each container la fully labeled In compliance with State Agrtcultural Code and la In compliance with minimum requirements of these specifications. Wet, moldy or damaged aaad wlll not be permitted. Provide end mix per plan. H. Hydroaeedlng Fiber Mulch: Provide Hydro-m'Ulctl as manufactured by Conwad', or other approved equal, composed of wood cellulose fiber and containing no germination or growth Inhibiting factors. Ensure a consistent texture which disperses evenly and remains suspended In agitated water. Provide with• temporary green dye and the following percentage property anatyals: moisture content 9 plus or minus 0.8; 3 o.d. baala; organic matter 99.2 plus or minus 0.8; ■ah contant 0.8 plua or minus 0.2;pH 4.8 plus or minus 0.5;water holding capacity (grams of H20 per 100grams of fiber) 1150 minimum. I. Hydroaeedlng Add'ltlve (Bl1nder): Provide Ecoto9Y Controt-M-l!Jlnder organic seeding additive. J. Guying and Staking Materials: 1. Wood Tree Stakes: lodge pole plne,'full treated with Coppemaphthanata Weoct Preservative In strict accordance with FS TT-W-!572 Type I, Composition B, 2 lnctl mlnlmal normal size diameter by 10 feet long, no apllt stakes. 2. Ties: Provide rigid tie stock No. LP, size corresponding to tree box sin •• manufactured by VIT Company or other approved. K. Tree Paint: Provide Morrison Tree Seal, Cabot Tree Paint, or Olt1er approved. L. Water: Provide clean, potable water. M. Mulch: Provide medium grind bark, conalstlng of organic, ftbro111, woody bark mixture of varied particle size such that 90 to 100 percent passes 1 Inch sieve, 80 to 100 percent passes 1/2 Inch sieve, and 20 to 110 percent passes 1/4 Inch sieve, or approved equal. Mutch shall be free of contaminants and WHd seed and shall have• pleasant musty or moldy soll-llke odor. Putrid, ammonia and aour-amelllng materials will be deemed unacceptable. Recycled construction materlata will not be permitted, N. Wood Haaderboerda: 1. Provide 2-lnch by 4-lnch pressure treated Doualu fir or redweod conlltruetlon grade headerboarcle. Make apllcea with 1-t;nch by 4-lnch piece• no leas than 12 Inches long. Place 1-tnch by 3-lnch by 16-lnch stakes at Intervals of not more than 5 feet. Cut stakes level and set below top of headerboarda. 2. On sharp turns and curves, four ½-inch by 4-lnch laminated boarde, or two 1-lnch by 4-lnch laminated boards may be permitted. 3. Nall atakaa and spllcea with galvanized common nalll. Nall aa required for eolld Installation. 4. P110vlde header aa shown on drawlnQs, lald true to tine and grad■, protect In-place adjacent Improvements, shrubbery and other properties. Place stakes on ground cover aide of header. O. Sand: Provide wnhed silica sand. P. Root Barrier: UB24-2 by Deep Root Corp., (800)458-7888. lnlltall at an treea within'!' of concrete paving, curbs or mow atrtpa, or as shown on plans. Install barrier with vertlcal ribs facing toward th• tree and with the top edge ½" above finish grade. Part 3 -EXECUTION 3.01 INSPECTION A. Obtain certification that flnal grades to t /1 O foot hoe bun ■1tabt11hed prior to commencing landacaptng operations. Provide for lnclualon of all amendments, settling, etc. Be responsible for shaping all planttng areas aa Indicated on drawings or aa required. B. 11n1pect trees, shrubs and llner atock plant materlal for Injury, Insect lnfNtatlon and trees and 1hrub1 for Improper pruning. C. Do not begin plentlng of trees untll deflclenclea are corrected or plantll replaced. 3.02 PREPARATION A. Soll Preparation: 1. After proper finished grades have been verified or ntabllahed, croaa-rlp ■H planting areas to a depth of 12", condition andfertillze aoll In accordance with recommendations of soil testing laboratory and aa approved by Owner. The following la for bid purposes only. Uniformly spread and cultivate amendmants thoroughly by meana of mechanical tiller Into top 6 Inches of soll. Appllcatlon rates per 1,000 square feet: Nitrogen stabilized organic amendment 4 cubic yards 16-16-16 Commarctal FertlHzera 15 lbs. Agricultural gypsum 100 lbs. Soll sulphur 20 lbs. 2. At time of plantlng, ensure that top 2 Inches of all areas to be planted or seeded are free of stones, stumps, and other deleterious matter 1 Inch In diameter or larger, and free from wire, plaster, concreta, wood, and almllar materials which would cause hindrance to planting or maintenance. l!J. Flnal Oracles: Make minor modifications to grade II may be neCHSary to eatablll'h required flnal grade. Ensure that finish grade provldn proper drainage of the altl and surface dralnaga Is away from building. Final grades are to be 1 Inch below adjacent paved areas, sidewalks, valve boxes, headers, clean-outs, drains, manholn, etc., or as shown on drawings or required by City. Ellmlnate erosion scare prior to commencing maintenance period. 3.03 PLANTING INSTALLATION A. General: 1. Perform actual planting only durtng thou perlode when -•ti .e. amt sol conditions are aultabla and In accordance with locally accepted practice, N approved. 2. Distribute In planting aren only •• many plants ea can be planted and Wlllered that same day. 3. Ensure that containers which are opened and plants rem«Mtd -handled with care such that ball of earth surrounding roots la not broken and that plants are planted and -tared Immediately. Do not open containers prior to placing plants In planttng areas. 4. The Irrigation ayatarn ahatl be operational and approved prior to ptanttn1. I, Pra-Plant Wnd Co11trot: 1. Use a non-aelectlve aystemlc contact tiart:,lclde aa recommended and appftlNI 11,- an approvad licensed landscape peat control advisor and applicator. Lnve sprayed plants Intact for at lea■t 15 days. 2. Clear and remove thne existing weeds by mowl'nt or grubbing off an plant partw at IHat 2 Inches below surface of 1011 over antlre aren to be planted. 3. After Irrigation system la operational, apply water for 10 days•• needed to achieve weed germination. Apply cc,,ntect herbicides and _,t •• needed before planting. Repeat as required. 4. Maintain wHd free atte unttl acceptance by Owner. C. Lay-Out: Mark locatlona for plants an,d outllnn of area■ to be ptam.d berora any plant pits are dug. Gain City approval. If underground construction or utlllty llnn are encountered In the excavation of planting areas, other locatlona for planting may be selected by Owner. Accomplish layout with flagged grade stakes Indicating plant names and specified container size on each stake. Confirm location and depth of underground utllltles and obstructions. 0. Planting of Treee and Shrubs: 1. Strip and stack approved excavation for planting which la encountered within areas for trenches, tree holes, plant pita and planting beds. 2. Remove from alt• excess soil generated from planting holea and not used for beckflillng. 3. Protect aren from ne .. ,1v11 compaction when trucking ptant,a or other matertala to planting area■. 4. Provlda excavated holfl with vertical aldla with roughened aurfaoea and of a size twice the diameter and 1-1/2 tlmea the depth of the root ball for all tren and shrubs. 5. Cut cana on two aldee with acceptable can cutter only. Do not Injure root ball. Superflclally loosen edge roots on three ■Idea after removing from can. I. Remove bottom of plant boxes before plantlng. Remove aides without damage to root ball after poaltlonlng pl'ant and partlally backfllllng. 7. Centar plant In pit or trench. a. Fae■ plants with fullest growth Into prevalllng wind. 9, Set plant plumb and hold rigidly In position untll 10II hn been firmed around ban or roots. 10. Backftll container plant■ wlttll: 6 parts by volume on-site aoll 4 parts by volume organic amandment 1 pound 6-20-20 fertlllzer mix/cu. yd. of mix 2 pounds Iron sulfate per cubic yard of mix Note: The above la for bid purpoae1 only. Speclftc backflll recornmendatlone are made •• a result of the 10111 testing described on the planting plan. 11. Raise all plants which settle deeper than th• surrounding grade. After plant ha been placed, add sufficient backftll to hole to cover approxlmately 1/2 of root ball. Add watar to the top and thoroughly saturate root ball and adjacent aotl. 12. After water has completely drained, place planttng tablets: 1 tablet per 1-gallon container 2 tablets per !5-gallon container 3 tablets per 15-gallon container 4 tablets per 24 Inch box 5 tablets per 30 Inch box I tablets per 36 Inch box 7 tablets per 42 Inch box I tablets per 48 Inch and largar box•• Set plantlng tablets with each plant on top of root ban white plants aN atltl In their contalnara ao the requl'red number of tablets can be verified. 13. l!lackftll remainder of hole and temp firm. Construct an earthen baaln around each plant after backflillng. Provide basin of depth sufficient to hold at least 2 Inches of water. Construct baa Ina with amended backfill. Remove baaln In all turf areas aftar Initial watering .. 14. Limit pruning to minimum necessary. Remove Injured twtge and branches. Pruning may not be done prior to delivery of plants. Paint cuts over 3/4 Inch In diameter with tree paint. 15. Stake trees Immediately after plantl'ng. Install stake• plumb. 1 I. Do not bring Iron sulfate Into contact with concrete aurfacee due to pote11tlal staining. Contractor Is responstble for cleaning or replacing stained surfaces. E. Planting Groundcover: 1. Ensure that groundcove'r remains In the flats untll tranaptantlng. Flats' 1oll must contain sufficient moisture ao It wlll not fall apart when llftlng plants. 2. Plant groundcovera In straight rows evenly spaced unteaa shown otherwlee, and at Intervals required by drawings. Use trlangular spacing unless otherwise noted on drawings. 3. Plant each rooted plant with lta proportionate amount of flat soft. lmmedlately sprinkle after planting untll entire area la soaked to full depth of each hole. ,rotect plants from damage and trampllng. CONTINUED ON NEXT SHEET A'PPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 1~11 CITY OF CARLSBAD l'L.~INCI D1!19ARTMl!NT 1 ••2;:s CONSTRUCTION SPECIFICATIONS DATE R I D G E LANDSCAPE ARCHITECTS R,C.E. _ _.... __ _ OPUS POINT LOTS 5-6 3193 LIONSHEAD A VENUE lt,C,E, ------1---+-t----------------+---t~;E;;;;;;;:=============:::::::::===! IAPP~ 755 f!blintree Drive Su~ 300 Cartsbad, CA 92009 To 7604381002 , Fax 7604381155 www.rldgela.com REVIEWED BYi INSPECTOR DATE IY DESCRIPTION .4.pp•o DATE Rl!V1810NS ft:J(z./ot:, • 1 IA lli bli'\: DATE PLAN ING OWN BY WM PROtaOTNO. 11 --NO. CHKD BY RS FIELD IN PIP0517 436-6L CMWD# - ---,.. I'. HydlONedll,,t. 1. lnatan large tl'Na lll'ld al'lrulla (!I P""" and larger) If they occur In 1'1ydroaeed1d ., .... 2. lnat■II trwN ■ftd mruba (1 glftoft!l lftd fi'OUl'ldce-•ra fl'onl flllll If they occur In hydroeeeded area■. 3. Provide aeed mix■• •• ahown 01l'I ptln. 4', Apply hydro .. eed by an approved hydn1-muleh oompany. I. Apply In a form of slurry conalatt,ng of cellulose fiber, seed, 11-mt,cal ■ddltlWI, commercial fertlllzer and water. When hydraullcally sprayed on soil, ensure that hydro -mulch forms a blotter Ilka groundcover Impregnated uniformly with aeed and fertilizer and allows the absorption of moisture and rainfall to percolate to the undarlyll'lg aoll. I. Prepare the slurry at the atta t,y flrlt addtng water to the t■nlit when the engine la at half throttle. When water level haa reached height of agitator shaft, provide full circulation, then add aeed, followed by fertilizer, then mulch. Only add the mulch to the mixture after the ned and the tank la at leaat 1/3 fllled with water. By the time the tanlit I• 2/3 to 3/4' full, all mulch shall be In. Commence epraylng Immediately when tank Is full. 7. Spray with uniform vlalbte coat by u.11111 the gra■l'I color n a guide. Apply the 111urry In a ■-ping motion, In an arched atream so •• to fall Ilka rein allowing the wood fibers to build on eech other untll a good coat Is achieved at'ld the material la apread at the required rates. I. Remove 11urry not u1ed within two hOUra from ttMI alta. 9. FIii out the dally worksheet• by the nozzle man, with the followtng Information: Seed type and amount, mulch type and amount, number of toad■ and amount of water, seeding additive type and amount, area covered and equipment used, capacity and license number. 11. Do not allow any slurry te be sprayed Into any renrvolr basin or drainage dltchu and channels which may Impede the flow of rain or Irrigation water. Clean up any . epHled elurry. 11. Aftlf ai,pllcatlon of hydm-mulclh, Wlllffi excea1 m41ter1al from previously planted materials and archttectural features. Avoid washing or eroding mulch materials,. 12. Ensure that application equipment has a built-In agitation system and operating ¢11paclty sufficient to agitate, suspend and mix a slurry containing not less than 40 p,ounds of flber mulch plus a combined total of 7 pounds fertilizer solids for each 100 Qallonti of water. 13. Slurry distribution !Ines llhall be larg,a enough to pn,vent stoppage and shall b• equipped with a set of hydraulic spray nozzles which will provide a continuous non-fluctuating discharge. Capacity requirement is 1,500 gallons, mounted on a traveling unit, either self-propelled or drawing by a nparate unit which will place slurry tank and nozzles within sufficient proximity of areas to be seeded. 1'4. Hydraulic equipment used for pesticide applications shall consist of a etean 150 gallon capacity fiberglass tank, complete with mechanical agitation. Pump volume shall be 10 gallons per minute, while operating at a pressure of 100 pounds per square inch. Distribution lines shall be large enough to carry the volume of water necessary for even chemical distribution. Spray nozzle must cover a 15-foot swath, with a minimum output of 5 gallons per minute at 80 pounds per square Inch. G. Sod Planting: 1. Remove rock1, -ad• llt'ld debl'II from ■19111 lo be 1odd9d. Work up 9011 lo a dep!li of 6 Inches, and break up all clods. 2. Carefully smooth all surfaces to be aodded. Roll area to 11,cposa soil depres!lions or surface Irregularities. Re-grade as required. 3. Spread turf fertilizer 16-20-0 onlx:l 110II evenly at rate al one pound per 100 9tjllare feet of lawn area. Rake In lightly. Be sure soll Is level and smooth before laying sod. Avoid laying 1od on bone dry soit 4. Lay first strip of sod slabs alo"Q a natght line u!M! a tiring In irregular areas. Butt joints tightly, do not overlap edges. On second strip, stagger joints much as in lay\"9 masonry. Un a sharp knife to cut ltOd to flt curves, edges, sprinkler heads. 5. Do not Illy whole lawn before watering. When a conveniently large area has bel!ln sodded, water lightly preventing drying. Continue to lay sod, and to water until lnstaHatlon is complete. 6. After laying sod, rol1 light1y to eliminate Irregularities and to form good contae! between sod and soil. Avoid heavy roller or excessive initial watering which may cause roller markll. 7. Water thoroughty the oomp4.-d 1..-, 1ul'fa($. Soll should bl moistened tit lwnt 8 inches deep. Repeat sprinkling st regular Intervals to keep sod moist at all times untlf rooted. After sod is established, decrease frequen,cy and increa11e amount of water per applicatlon as necessary. 8. Replace all dead or dying sod w1ffl 9qual meterll!II. I. Muleh Cover: 0ml all groundoo....,., par&nnl1I and lfflnUa4 bllda with 2" layer al muleh, except 2:1 slopes and turf areu. 3.~ CLEAM-UP A. ,to.fler 1111 plantlng O\Al ■tlons are complete, Ntmove aM !T'lllli, e,ceess 10M, empty pll!lnt containers, and rubbish from the property. Repair scars, ruts and other marks In the ground and leave ground In a neat and orderly condltlon. !!I. Leave the 11te 1,n a t,room-dlean cond11.'10n, and wnh dowi'I IWII r,l'l'ed ll'r81ir!l within !hit project slte. Leave walks In a cltlan and safe oondltlon. 3.De OBSE"VATION SCHEDULE I A. Notify Owner In l(Mlnee for \tit, fmlowtnt, lnspee!lonll, llttold~ng to the time .~,: 1. Pre-Job conference -7 days. 2. Flna4 grade review -48 houfl. 3. Plant material review -48 hol.ll'I. 4. F'lant layout review -48 hours. 5. Sol1 preparation and planting operlltlona 48 hOUl'I. 6. ?re-maintenance -7 day1. 7. Final inspection -7 days. B. No site visits shall commence wffl'lout all Items noted In prevtou1 observation l'IIJ)Orts either completed or remedied unless such compliance has been w11ived by the Architect. END Of SECTION -I --1-- SECTION 02970 LANDSCAPE MAINTENANCE f'art 1 -GENEFU\L 1.01 SECTION INCLUDES A. 90 day mal1ntenance. B. Weeding. C. FertlHzatlon. 1.02 RELATED WORK SPECIFIED IN OTHER SECTIONS A. Section 02811 -Landscape 'Irrigation. B. Section 02950 -Landscape Pl,anttn;. C. Section 02520 -Portland Cement Concrete Paving. 1.03 QUALITY ASSURANCE A. Provide services by an expeilenead landscaping maintenance company. 1 .. 04 MAINTENANCE PERIOD A Continuously maintain all site areas Involved in this contract during the progress of work and during the maintenance period until final acceptance of the work by City. Improper maintenance or possible poor condition of the project at the tem1lnatlon of the scheduled maintenance period may cause postponement of the final completion date of the Contract at no additional cost to Owner. Continue maintenance until acceptable to the Owner. ,. B. Provide sufficient numbers of workers and adequate equipment to perform work during maintenance period. C. Maintenance period does not start until all elements or construction, planting, and lrrlgatlor,i for the complete project are in aocordanoe with the contract documents for this project. D. Request an Inspection to begin maintenance period after all planting and related work has been completed In accordance with contract documents. Maintenance period commences as described in written notification by the Owner. E. Prior to commencement of maintenance period, ensure that all ground covers and lawn areas have been planted and that all lawn areas show an even, healthy stand of grass seedlings or sod, grass having been mown twice. F. Any day or days that there Is fai'lure to properiy maintain plantings, replete suitable plants, perform weed control or maintain hardscape areas will not be credited as part of the 90 days maintenance. The project will not be segmented Into maintenance phases. G. Keep paved areas free of silt, dirt, leaves and other planting area debris. Malntiltn thellla areas at least broom clean through the duration of the maintenance period, cleaning no less often than once per week. 11.05 GUARANTEE AND REPLACEMl:NT A. Guarantee: Guarantee plant mate~al against any and an poor, Inadequate or Inferior materials and workmanship for one year. Replace plants found to be dead or in poor c:ondltlon due to faulty materials or workmanship, at no extra cost to Owner. B. Replacement: Replace materials found to be ctalld, missing or In poor condmon durtr,g th• maintenance period immediately. The Architect is the sole judge of the acceptablllty of condition. Make replacements of materials within 15 days after condition develops or written notification from Architect has been sent. Architect has the right to make emergency repairs without releasing Contractor's guarantee and warranty to Architect. 1.06 INSPECTIONS A. Request normal progress lnspecllon st least 12 hours In advance or an anticipated Inspection. Inspections are llS follOW11: 1. Immediately prior to commencement of this maintenance work. 2. Completion of first [90) day maintenance period. 3. Final acceptance. 1.07 PROJECT Fl'NAL ACCEPTANCE I , : : A. 'Prior to d11te of ftnal Inspection, adqulre eppl'OVlld repmduelble prints and flnlffly ream! from the job record set, all changes made during construction and deliver them to Architect. B. Deliver guarantees to Architect. Part 2 -PRODUCTS 2.01 MAT!:RIALS A. Ensure that all materials conform to other notions of these specifications for planllng and' Irrigation, and as acceptable to Architect. l!I. Provide monthly record of all herbicides, Insecticides and disease control ehem,1cals 1:1ud on site. I! 3.01 MAINTENANCE A. Weed ancl cultivate all areas a1 Intervals of not more then 10 days. B. Perform watering, mowing, rolling, edging, !rimming, fertltlzetlon, spraying, pelt control, and cleaning as may be required. C. Streat gutters and curbs are to be ineludad. D. Maintain adequate protection for people and property, and be flnanclaHy responsible for damages and injuries. Notify the Architect immediately should damage occur as a result of maintenance operations and provide repair or remuneration. E. Between the 15th and 20th calandar day of the maintenance period, reseed or resod an spots or areas within the lawn where normal turf growth is not evident. 3.02 TREE AND SHRUB CARE A. Watering: Maintain a large enough water blll!lln around plants so that enough water can be applied to establish moisture through the major root zone. When hand watering, use a water wand to break force of water. B. Pruning: 1. Prior to any pruning obtain written approval from the Architect to proceed. 2. Trees: a. Propose tree pruning to the Architect should there be ht!llllh or strucll.lral rea!IMS for doing so, including tha need to eliminate diseased or damaged growth, eliminate structurally unsound growth, reduce potential for wind toppling or wind damage, or maintain growth within limited space. b. If requested by the City provide pruning for aesthetic enhancement aocordhg to "pruning" by Sunset Books. c. Major pruning of deciduous trees shall be durl,ng their dormttnt seaaon. 3. Shrubs: a. The objectives of shrub pruning are the same as for trees. Do not ollp sh rube Into balled or boxed forms unless such Is required by the design. b. Make pruning cuts to lateral branches or buds or flush with trunk. Stubbing wilt not be permitted. C. Staking and guying: Ensure that stakes and guys remain In place through acceptance and monitor to prevent girdling of trunks or branches end to prevent rubbing that causes bark wounds. All nursery stakes shall be removed. D. Weed control: Keep all areas free of weeds. U111 recommended tegalfy eppi'0'/9d herbicides. Avoid frequent sol'I cultivation that destroys shallow roots. Use mulches per specifications to help prevent weed seed germination. E. Insect and dlseaae control: Maintain a reasonable control with approved materials. F. Fertilize as 1pecllled by the agronomic soils testing reoommendallo111 end as follows for bid purposes: 1 . Commencement of maintenance period -6 pounds per 1,000 square feet with 1lop df'9ss fertilizer. 2. At end of first 30 days of maintenance period -6 pounds per 1,000 square hl8t wtlh oop dress fertilizer. 3. At end of maintenance period and at 30 day intervals should malmenanoe period be extended for any reason -6 pounds per 1,000 square feet with fertilizer mix. 4. Avoid applying fertilizer to the root ball and base of main stem; rather, spread evenly under plant to drip line. Rates will vary from about a cup of nitrate fe,rlllizer (dependl"Q upon nitrogen percentage) around a newly installed small plant to about 1/2 pound of actual nitrogen per inch of truck diameter measured four feet from the ground for mature treas. G. Replacement of plantll: Replace dead, d'ting al'ld' missing plants with plan!S or a slZe, condition and variety acceptable to the Architect at no additional cost to the Owner. 3.03 GROUND COVER CARE A. Weed control: Control weeds, preferably with pre-emergent herbicides, but lllao by hand or with selective systemic herbicides. Hoe weeds as little as ponlble since this may result in plant damage. B. Watering: Water enough that moi'lture penetrates througtiout root zone and only as frequently as is necessary to maintain healthy growth. C. Trash: Remove n It 11ccumul11tea, but no Ins often ll'lan weekly. D. Edging and tlimm1ng: Edge ground cover to kllep In bound1. e. 'Replace dead and missing plants at no additional cost to the Owner. 3.04 LAWN ANO TURF CARE A. Turf must be wetl-eslabnshed pr1or to ttn•r acceptanetl. B. Waterl:ng: Water lawns at such ftequen~ as weather conditions f'aqUlrad to replenish 1011 moisture below root zone. C. Weed control: If needed, control broad leaf wead11 with setecttve harblcllln. 'D. Mowing: 1. Perfom1 mowing at such times of the d11y or week II may ba reqtJHted by the Owner 90 as not to Impede the Owner's operalions. Mowing times may be st times other than nom1al working hours or days. Perform work at Owner's convenience at no additional cost to the Owner. 2. Clean up grass cllpplngs during and after mowing, and remove legally from site. Uee al blowing-type equipment In lieu of sweeping or vacuuming Is not acceptable. E. Renovating: 1. If required, remove tl'1'!1tch by vertlouttlng, i,r+efersbly In the Fan of the year, but otherwise In the Spring. At this time, ferlllize with nitrate and over-seed If needed. Over-seeding must precede pre-emergent herbicides by at least 4 to 6 weeks. Normally, this means that lawns which have been invaded by crabgrass would be renovated and over-seeded in the Fall and treated for crabgrass control In the following late Winter. 2. Clean up grass clippings during and after mowing, and remove legany from site. u,e of blowing-type equipment in lieu of sweeping or vacuuming is not acceptable. 3.05 IRRIGATION SYSTEM A Inspection: Check 1111 systems tor proper op!trlltlon. Lal9r11 lines muat be fluahed out lffter removing the last sprinkler head or two at each end of the lateral. Adjust heeds as necessary for unimpeded coverage and no overspray. 9. Controners: Set and program automatic controners for seasonal water reqolreman!S. Olva owner a key to controllers and Instruction on how lo tum off system In case or emergency es specified in other sections of these specifications. C. Repair all damages to Irrigation system at no additional cost to the Owner. Maka an repairs within one watering period. END OF SECTION APPROVED FOR PLANTING AND IRR'IGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR ANO DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. -16 CITY OF CARLSBAD PLANNINe DPN'ITMl!NT CONSTRUCTION SPECIFICATIONS DATE R I D G E LANDSCAPE ARCHITECTS R.C,£. ----- OPUS POINT LOTS 5-6 3193 LIONSHEAD A VENUE ~.c.,._. ------r--+-1----------------+---1:=;:;=~E===================! 755 Ralntree Dftve, Suite 300 Carlsbad, CA 92009 Tel 760 438 1002 Fax 7604381155 www.ridgela.com REVIEWED av, INSPECTOR DA1E 1---1--+-----------+-----1 .... ~~~~LU~::H.... __ b(rz../o;. DATt- DESCRIPTIOH APP'D FtEVl810N8 DWN 1Y WM CHKD BY-R"'S'--- FIEI.D IT CMWD# __ r11C RIOT NO. PIP0517 11 436-6L