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DWG 435-3L; CT 05-07; BRESSI RANCH LOT 40; 01-29
DEPARTMENT OF ENVIRONMENTAL HEALTH RECYCLED WATER STANDARD PLAN NOTES 1. ALL WOlll< 9HALL IE OONIE IN ACCORDANCE WITH THIE CARU!l!IAD MUNICIPAL WATER DISTRICT'S RULES ANO REOULATIONS. 2. DAINl(ING WATER FOUNTAINS ANO Dl!!!IIGNATIEO OUTDOOl't EATING AMAS l!IHALL BE PROTE'CTED AGAINST CONTACT WITH RECYCLED WATE1R SPRAY, MIST, OR RUNOFF. 3. 8EST MANAGEMENT PRACTICES SHALL l!tE USED TO ELIMINATE OR CONTROL TO THE 8EST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY AND MISTING. 4. H08E 1118$ ARE STRICTLY "1'!0HIIIITED. 5. C"°'!I-CONNECTION!I l!tETWEEN Rt!,CYCLED WATER LINES AND POTABLE WATER LINl!S ARE STRICTLY P'ROHIIIITED. I. NO SU9STITUTIONS OF Pff MA TE"'ALS WILL !IE ALLOWED WITHOUT PRIOR APPROVAL OF THE OTAY WATIER DISTRICT. 7. All !11.ailNLINI! PIPES SHALL HAYE W-"'NING TAPE F'ER CAALll8AD M't.lN!CIPAL WATER Dt$TRICT'S RULES ANO REGULATIONS. I. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 9:00 P.M. TO 11:00 A.M. THE HOUR$ FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED 8Y THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 9:00 P.M. AND B:00 A.M. t. IURIAL OF ALL W'IRING AND PIPING SHALL ME!!T CAPILS8AD MUNICIPAL WATER DISTRICT'S RULES AND l'l!!001LATIONS. 10. NON-DESICINATEO USE AREAS SHALL l!tE PROTECTED FROM CONTACT WITH l'l!!CYCLIEO WATER, WHETHER BY WINDBLOWN SPRAY OR BY D1IRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER IIY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPEFV.TION, IS STRICTLY PROHIBITED. 11. IMIGATION Hl!ADII SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLl!D WAT!!'R QUICK COUPLING VALvt!S S~l llE OF A TYPE OESIGNl!O FOR THE use ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS. ALL APPURTENANCES (SPRINKLER HEADS, VALVE i!OXES, ETC.) SHALL BE COLOR-COOED PURPLE PER AWWA GUIDELINES ANO SECTION 118815 OF THE CALIFORNIA HEAL TH ANO SAFETY CODE. 14. ALL IRRIGATION FIIPES SHALL BE STl!:Ne1Ll!D WITH 11-IE WAFIN1NG, "NON-POTABLE OR RECYCLED WATER," COLOR-COOED (PURPLE) ANO LAID WITH WARNING TAP£ AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER TH·E CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-MET!!R), POTABLE WATEl'I, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES~ BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND I ~OULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE1:)IJjTEALINES. 18. CONSTANT '°"ESSURE RECYCLED WATI:R UNES SH/till CR08S AT LEAST TWELVE INCI-IES BELOW POTABLE WATER LINES ANO MAINTAIN AT LEAST TWELVE INCHES CRCSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ASOII!! A POTABLE! WATER LINE OIi LESS THAN TWELVE INCH!!!! BELOW A POTABLE WATER LIN•E, THEN THE RECYCLED WATER LINE SHAU BE INSTALLED WITHIN AN APPROVED PRCTECTIVE SLEEVE AS PER THIE OTAY WATER DISTRICT'S RULl!!S ANO REGULATIONS. 19. THE REQUIRED CROSS-CONNECTION SHU'l1DOWN TEST SHALL IE DONE IY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 1t. THE R!!OUIRED CROSS-CONNECTION INSPECTION SHALL 11!! DON!! !1Y EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND I OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPl'ES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROl'OflEO FOR RECYCL!!D WATER "DO NOT DRINK" SIGNS SHALL IIE CALLED OUT ON THE PLANS. 21. WH!!N RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE UBER Sl.lff.RVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CCNCEPTS OF l!IACKFLOW I CROSS-CONNECTION PROTECTION, THE RECYCLED PURVEYOR'S RULES AND REGULATIONS ANO THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT JIM JACOB AT (8111) 9915-1107 OfltAFTl!.R HOURS CONTACT JIM JACOII AT (e11t)He-1T07 22. ALL PU9UC AND FIRIVATE POTABLE WATl!R MAIINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23. CALL OUT ON THI! P'LANS IF THERE ,6il'I!! Olt ARE NOT DRINKING FOUNTAINS AND/ OR DESIGNATED OUTDOOR EATING AREAS ON THIS SITE. 24. EDUCATE ALL MAINTENANCE Pl!FtSONNEL ON A CONTINUOUt!i BASIS OF THI! PRl!Sl!NCl!! OF RECYCLED WATER. PERSONNEL MUST BE 11NFOl!MEO THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT /ltPl'ROVEO FOR DRINKING PURPOSES, HANO WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY IT IS IMPORTANT THIS IN•FORMATION IIE DISSEMINATED ON AN ALMOST DAILY BASIS. 25. A PHYSICAL SEPARATION SHALL BE PROVIOED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL IBE PROVIDED l!IY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. ENGINEE QUIRED ON SHEET 1 ONLY ' ' (FUTURE) RECYCLED WATER SYSTEM (PRIVATE) SIGNAGE NOTES I. THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER AR!! TO Ell!: BRESSI RANCH LOT 40 Carlsbad, California PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 6-112" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH !!LACK LETTERING. GUIDELINES FOR RECYCLl!O WATER USE 1. IRRIGATE BETWEEN THE HOURS OF 10:00 PM ANO 8:00 AM ONLY. WATERING OUTSIDE THE TIME FRAME MUST 8E 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 THAT WILL MINIMIZE RUN-OFF, POOLING, ANIJ PONDING. THE APPLICATION RATE SHALL NOT EXCl;ED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE C6MF'ATIBLE WITH TH!! LOWEST SOIL INFILTRATION RATE 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 HEADS TO ELIMINATE OVERl!PRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS ANO STREETS ANO SIDEWALKS. 4. MONITOR ANO MAINTAIN THE 9VSTEM TO MINIMIZE EQUIPMENT AND MAT!!RIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD EIE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE All MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APf'ROVEO FOR DRINKING PURPOSES, HANO WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIOH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASl6. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH ANO EVERY ONE OF YOUR EMPLOYEES. 8. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, ANO APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. All RECYCLED WATER SF'ft!NKLER CONTROL VAL\lt!S SHALL IE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL IE WEATHl!Rl"ROOF l'LASTIC, 3" X 4", PURPLE IN COLOR, WITH THE WORDS "WARNING -RECYCLED WATER -00 NOT DRINK" IMPRINTED ON ONE SIDE, AND "NO TOME EL AGUA" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT ANO BLACK IN CCLOR. USE TAG AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO !!ACHVALV£ AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC Tl!-Wl!AP, OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC Tl'E.WRAP. OR 3. ATTACH TO VALVE COVER WITH EXISTING VAL VE COVER BOLT. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. II. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED !QUPMENT SHALL BE IDENTIFIED WITH A SIGN 1!11!:ARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS, 1" HIGH, ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. DECLARATION OF RESPONSU!JLE CHARO!!: I HEREIY DECLARE THAT I AM THE LICENSED DE!UONER Of' WORK ~OR THIS PROJECT, THAT 1 'HAff 1 EXCERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 8703 OF THE BUSINESS AND PROFESSIONS CODE, ANO THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. ~ 4"" THI' $,tt,J bl•to• UWfl'\f IWt~T r, -.J'/1~9f/11t4.. "Mc.ffJ ¼lJNOERS~Nb 'tHAT THE CHECK OF PROJECT 6RAWINOS ANO SPECIFICATIONS BY THE CITY OF RlSBA S CONFINED TO REVIEW ONLY ANO DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONIBILITIES FOR PROJECT DESIGN. THESE l"LANS HAVE BEEN PREPARED IN SUIISTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPRCVAL RELATED TO LANDSCAPING. HITECT Fl'RM NAME AND ADDRESS: TELEPHONE NUMBERS: REGISTRATION NUMBER: EXPIRATION DATE: DEVELOPE!R NAME AN•D ADDRESS: TELEPHONE NUM815R: RIOOE LANDSCAPE ARCHITECTS 755 RAINTREE DRIVE, SUITE 300 CARLSBAD, CA 92009 (780) 438-1002 / (760) 438-1155 FAX 2809 MAY 31, 20015 FARADAY SPECTRlJ!M, LLC 4435 EASTGA TE MALL, SUITE 200 SAN DIEGO, CA 92121 '68•4!12-8500 INSPECTION PROCEDURES 1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A LOCATION OF PIPE LINES. Ill. TRENCH DEPTHS C. REQUIRED SEPARATION (I-IORIZONTALLY AND VERICALLY) 0. PIPE IDENTIFICATION e. POINTS-OF-CONNECTION (POC'S) F. LOCATION ANO'ID!NTIFICATION OF SPRtNKLeR f+EADS G. WARNING SIGNS AT THI! SITE AN1D ON THI! TRUC'KS HAUI..ING RECYCLED WATER (IF RECYCLED WATER IS USED FOR CONSTRUCTION). AN APPROVED U!TTER REGARDING THE INSPl!CTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, ANO BE FORWARDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. COVEAAGE TEST$, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO 'DETERMINE THE i6.DEQUACY OF COVERAGE ON THE APPROVED USE AREA ANO PROTeCTION OF AREAS NOT APPROVED FOR RECEIVING RECYCLED WATER. B. WARNING SIGNS ANO LAIELB. C. QUICK COUPLING VALVES. D. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY. RUNOFF AND PONDING. E. REQUIRED PROTECTION OF All RE!IIDENTIAL AREAS. F. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOl'RS, ETC. G. CROSS-CONNECTION. 3. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTl,ON WHICH SHOULD COVEJII PARTS "A', "8" ANO "Cl' OF THE DISTRICT FINAL INSPECTION. LEGEND SYMBOL DESCRIPTION ----WI•----PROPOSED POTABLE WATER SYSTEM --;,w---EXISTING RECYCLED WATER SYSTEM .,.,.,.,. r:,w .,.,., •.• ,. PROPOSED IRRIGATION SYSTEM MAINLINE ALL LANDSCAPED AREAS AREA OF RECYCLED WATER USE • $ ... 12" X 38'' SIZE LOCATION OF CONNECTION POINT(S) - METER ANO BACKFLOW PREVENTION "00 NOT DRINK" SIGN LOCATIONS TYPICAL SIGNS ~---SLACK LOGO / r----PURPLEBACKOROUND 36" / 1" IILACK LETT~$ (N.T.S.) 1 WARNING RECYCLED WATER DO NOT DRINK RECYCLED WATER S AFTER CONTACTING NOS OESPUES OE USAR .032 ALUMINUM, .080 AB$ PLASTIC OR STICK-ON VINYL SIGNS 1" BLACK LETTERS 2" BLACK LETTERS In Order 10 Conoerve Water ... RECYCLED WATER IN USE OONOT®NOTOME DRINK EL AGUA WASH i'W4DS ,l,FTli:R COrfl'ACTltG cAYES! SUS MANOS D!!ll'UES D! USM 18' X 18" SIZE .032 ALUMINUM, .O!IO Al!IS F'I.At!iTIC OR STICK-ON VINYL SIGNS ,.•,~i:,«,:·" ,:· ,' ~"::;ui••,:'·~-~~~"'' ~ ~ :,., ' SHEETINOEX SHl!ETTITLE SHEET NI..IM9ER RECLAIMED WATER I TITLE SHEET 1 CONSTRUCTION PLANS 2-8 CONSTRUCTION ENLARGEMENTS 7 -9 CONSTRUCTION DETAILS & NOTES 10 -11 IRRIGATION PLANS 12 -16 IRRIGATION NOTES & LEGEND 11 IRRIGATION DETAILS 18-19 PLANTING PLANS 20-214 PLANTING DETAILS & NOTES 2S LANDSCAPE SPECIFICATIONS 29-29 .......... i"'••"'' ' ::::''''':':~~:'''"" , .. ,,,,,: : : ' "",~,--., '· " ··-.. ,. - D. -,=,.7t ... .:n/7,:,:.~, ... .,y ... ,,, ,, ' • '"i E / -.a.-.-CROB~!! Of' RCW • AND PW MAIN -RC MAIN TO BE SLEEVED PER NOTE 16 THIS SHEET NOTTOICALe TRACT NO. 94-09, UNIT NOS. 2 & 3, MAP NO. 13409 -------------f -MCCLELLAN -PALOMAR \ AIRPORT \...----1. \ \..--- tl!OIILE VICINITY MAP "' rn :,. ,.. PROJECT SITE --. GATl!WAV PIO. NOTTO SCALE APPROVED FOR PLANTING ANO IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CARLSBAD MUNICIPAL WATER 'DISTRICT •AS-BUILT" fi#-ib~ '111 3-at OG. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND OIi STRiCT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DEPARTMENT WILLIAM E. PLUMMER, DISTRICT ENGINEER DATE R.C.E. 2e176 COUNTY OF SAN DIEGO Department of Environmental H981111 -Land u.., Division ~ .. c:2'.---'J-z...-, G~ ----0-AT_E __ _ Environmental Land Uee Spooialisl Ill Ii Smith Consulting Architects 12220 El GaminP Real Sui1e 200 San Diego Cahf1Yrrtfa•· 92130 (858)793·•4777 (858)793 4787 I, I I i I r I ,I ' ' ,, I I I r·r ' ' R I D G E LANDSCAPE ARCHITECTS 755 Raintrtt Orive, Suite 300 C.lsblld, CA 9'2009 Tel 780 4381D02 Pax 780 438 1155 www.ridgela.com I ! COVER SHEET FOR: DATE BRESSI RANCH LOT 40 ~•EVIEWEO IY: IMSPECTOR 0,lTE APPRq-¥fD ,A ~ ~ 3-IJ-CJG ASSISTANT PLANNING DIRECTOR DATE t-:-D.l.'.-:T':'E-t-B-Y+-------D-ES_C_~_IP-Tl-□N----------l--... -p-p•-□~F~DW~N~IY~-~~~~=-=--=--=11='=...i~o~-iaar~~-~-:=11r1 =~.,..~ .... ;~i,.;~.~ .. ~Nl~Cl~.7 CHKD rr ___ RccS __ REVl810N8 ritLD IV CT 05-07 435-3l Lto ----I Ii :_ .• ,, ____ ;,mt. •• ; 1-. 1-"'"""'" ~ ,,H. ''T ' 1· _,' ' ..,__,_ .. ~ _ ... T~~,,r,r•:;_ ' I I I I 1 I ' I BIOSWALE L --- 4.J'-3" 11,-1 6 • .,, 'K ... ·"".' .,, ... ... ... '.- ""'. ,., ,.. ... " .,, ... " " ... '-,-,. ' .,, ., "¥!~,11 ,,_;-;,i,..,.._,, ·... ., ' ... ... "' t. ·.·.:.·.·. ':·1.,, ., "' '." .,., " _,. ., -,. ,, t ... --''. w -· J.,,. ,,, i ... ...·--• ..., .,.! ... 1-"' ',;, "' ; ... "' ,,., ""' .,.. 3/ "' .., '= ": "" ... .. . . ' i,,, "' :-"' "" ''i "' ... . ... ... "' ; N S, ,.. ¥ ..,. 9'-3 . ., " ,.. -., "": "' " : "' " "' w ,,.. "' " PA PA 20'-6" PA FOR PATIO A/8 ENLARGEMENT PLAN SEE SHEET L 1.6 A. PA P3 1 PALOMAR AIRPORT ROAD FOR PATIO B/C ENLARGEMENT PLAN SEE SHEET L 1.6 P3 1 I _______ _) ,,·;/:~· /f}_\)//,fj('., , .. '.'/''-._ -;f: ::(''·._ :%,; f,>/,,··.,>.•"' ,~ FOR PATIO CID ENLARGEMENT PLAN SEE SHEET L 1.6 /, : I 2 ' I CONSTRUCTION LEGEND CD CONSTRUCT PEDESTRIAN CONCRETE PAVING PER DETAIL A, SHEET L2.1. @ CONSTRUCT PEDESTRIAN CONCRETE BAND PER DETAIL C, SHEET L2.1. @ CONSTRUCT VEHICULAR CONCRETE PAVING PER DETAIL A, SHEET L2.1. © CONSTRUCT VEHICULAR CONCRETE BAND PER DETAIL C, SHEET L2.1. ® CONSTRUCT CONCRETE MAINTENANCE BAND PER DETAIL D, SHEET L2.1. ® CONSTRUCT TOOLED SCORE LINE PER DETAIL B, SHEET L2.1. 0 CONSTRUCT SAWCUT JOINT PER DETAIL B, SHEET L2.1. ® CONSTRUCT EXPANSION JOINT PER DETAIL B, SHEET L2.1. ® CONSTRUCT CONCRETE MOWSTRIP PER DETAIL E, SHEET L2.1. @ CONSTRUCT HANDICAP-ACCESSIBLE RAMP PER DETAIL F, SHEET l.2.1. ® CONSTRUCT DECOMPOSED GRANITE PAVING PER DETAIL I, SHEET L2.2. @ INSTALL BOULDER PER DETAIL H, SHEET L2.2. @3 FURNISH AND INSTALL TABLE AND CHAIRS PER MANUFACTURER'S SPECIFICATIONS. @ @ FURNISH AND INSTALL TRASH RECEPTACLE PER MANUFACTURER'S SPECIFICATIONS FURNISH AND INSTALL BENCH PER MANUFACTURER'S SPECIFICATIONS 16 CONSTRUCT 18" WIDE SEAT WALL PER DETAIL G, SHEET L22 @. CONSTRUCT GRASSRING PAVING PER DETAIL H, SHEET L 1.2. ~ THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY @ CONCRETE CURB PER CIVIL ENGINEER'S SHEETS. ® STRIPING PER CIVIL ENGINEER'S SHEETS. © A.C. PAVING PER CIVIL ENGINEER'S SHEETS. @ HANDICAP STRIPING PER CIVIL ENGINEER'S SHEETS. ® FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS. ® GUTTER AND DRAIN PER CIVIL ENGINEER'S SHEETS. @ O" CURB AT HC PARKING PER CIVIL ENGINEER'S SHEETS. ® TRASH ENCLOSURE PER ARCHITECT'S SHEETS. <I) WATER METER PER CIVIL ENGINEER'S SHEETS. Q) BACKFLOW PER CIVIL ENGINEER'S SHEETS. ® FIRE DETECTOR CHECK PER CIVIL ENGINEER'S SHEETS. © CONCRETE SIDEWALK PER CIVIL ENGINEER'S SHEETS . ® FREE-STANDING TRELLIS PER ARCHITECT'S SHEETS. ® EXISTING CONCRETE CURB, TO BE PROTECTED IN PLACE. @ EXISTING PEDESTRIAN WALK, TO BE PROTECTED IN PLACE. ® LIGHTING PER ELECTRICAL ENGINEER'S SHEETS. : .,.L..;....> @ ELECTRICAL TRANSFORMER PER ELECTRICAL ENGINEERS SHEETS. FOR PATIO BIN ENLARGEME T PLAN SEE SHEET L 1.6 PA ---- I I I I I I I •. ---._ ... __ ------ = PRECAST CONCRETE BENCH QUICKCRETE BOULDER· KRC ROCK O A •• 2' x 2' COLOR: BAJA CRESTA BLONDE FINAL SELCECTION & PLACEMENT TO BE COORDINATED wl THE LANDSCAPE ARCHITECT C-27 'WESTWOOD BROWN' ®8--3'x3' ®<,-4'x4' LIGHT SANDBLAST COLOR AND FINISH SCHEDULE SYMBOL PAVING: If✓ I SYMBOL KEY DESCRIPTION MANUFACTURER COLOR ETI CONCRETE PAVING ~ CONCRETE BAND ~ INTEGRAL COLOR CONCRETE §I CONCRETE PAVERS §1 DECOMPOSED GRANITE [§I CONCRETE MOWSTRIP NATURAL GRAY NATURAL GRAY NATURAL GRAY OLSEN TAN PAVINGSTONE, INC. CHARCOAL SOUTHWEST DESERT BOULDER & STONE GOLD NATURAL GRAY KEY DESCRIPTION MANUFACTURER FINISH/ MODEL SITE FURNISHINGS: FINISH/ PATTERN MEDIUM BROOM LIGHT BROOM MEDIUM WASH HOLLAND STONE LIGHT BROOM PATTERN COMMENTS BROOM STROKES PERPENDICULAR TO EDGE OF PAVING BROOM STROKES PERPENDICULAR TO EDGE OF BAND SAW CUT JOINTS BROOI\A STROKES PERPflNDICULAR TO EDGE OF MOWSTRIP COMMENTS GRADING & DRAINAGE NOTES SYMBOL LEGEND 0 ~ PRECAST SAN DIEGO PRECAST TS44R C-27 LIGHT CONCRETE (619) 449-6810 'WESTWOOD SANDBLAST 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. FOR CONSTRUCTION DETAILS AND NOTES, SEE SHEETS L2.1 -L 2.2 (10 -11 ). FOR CONSTRUCTION ENLARGEMENTS, SEE SHEET L 1.6 -L 1.8 (7 -9). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (26 -29). P.A. TURF "AS-BUILT" R I D G E cANDSCAPE ARCHITECTS L.A. ------EXP. 0 10 20 40 60 755 Raintree Drive, Suite 300 cartsbad, CA 92009 Tel 760 438 1002 Fax 760 438 1155 www,ridgela.oom REVIEWED BY, DATE SCALE AND NORTH INSPECTOR DATE TABLE BROWN' EXPANSION JOINT CONTROL JOINT PLANTER AREA TURF AREA ~ PRECAST SAN DIEGO PRECAST TR14RM C-27 LIGHT CONCRETE (619) 449-6810 TRASH RECEPTACLE WI ALUMINIUM LID REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 2/27107 RS SDG&E ACCESS I LANDSCAPING AT NORTH SETBACK 'WESTWOOD SANDBLAST BROWN' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE CONSTRUCTION PLAN BRESSI RANCH LOT 40 ~-+-+-------------+---II APP~:u 4r-~Lclt <-1-1~.01 !--+--+----------------+----! ~-""P;LA~-c=N:N:IN1G=;;~;;:;;-:::-:::::-::-::-::-::-::-::-::;-:-:::::::D:::A::::T:::E====; OWN BY SWK I TE PROJECT NO. DRAWING NO. CHKD BY __ R_S __ _ flELD BY CT 05--07 435-3L DATE BY DESCRIPTION APP'D REVISIONS L1.1 ~ u, • t,.) r I I D. ' I P3 1 - I IYP.I I I~, . I P2 2 P4 1 - i I Ii I.'...::.:----- PA --RIWI - ~· .-~~-~~ -· ---. 11! ~----, -~--1/i ;; _.l,~,,,,,~,,,.,~ .. ,,¾l,1a,:>'n i , !11\ i ,, , ·: g;:Jr.~,0->I > :.':., .. : / ,",,.§ ~✓-, -',~,<? Ii : ~~ ,~/'',, ( ', / " ' S' ''ll ' '~-~-,)1 ~, ,_.,.....,..,\¾;;?. ✓ -Y!J~. f4) KEYMAP ., ___ .,. - ' I PA / • I • ,.,. ~ ' . I ' ' i.'.. • '--~--~..:' -- I ' I I I I I I I I ' I -- 1 ' PA· ' ' ---------- I I I I - E. FOR CONSTRUCTION DETAILS AND NOTES, SEE SHEETS L2.1 -L2.2 (10-11). FOR CONSTRUCTION ENLARGEMENTS, SEE SHEET L 1.6 -L 1.8 (7 -9). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (26-29). 0 10 20 40 60 SCALE AND NORTH R I D G E LANDSCAPE ARCH I TEc-s 755 Ratntree Onve, Suite JCO Cansbad, CA 92009 T~ 760 4381002 Fax 7604381155 ww.N.ridgela.oom ffi L.A. CONSTRUCTION LEGEND G) CONSTRUCT PEDESTRIAN CONCRETE PAVING PER DETAIL A, SHEET l2.1. ® CONSTRUCT PEDESTRIAN CONCRETE BAND PER DETAIL C, SHEET l2.1. @ CONSTRUCT VEHICULAR CONCRETE PAVING PER DETAIL A, SHEET L2.1. 0 CONSTRUCT VEHICULAR CONCRETE BAND PER DETAIL C, SHEET l2.1 ® CONSTRUCT CONCRETE MAINTENANCE BAND PER DETAIL D, SHEET L2.1. ® CONSTRUCT TOOLED SCORE LINE PER DETAIL B, SHEET L2.1. Cf) CONSTRUCT SAWCUT JOINT PER DETAIL 8, SHEET L2.1. ® CONSTRUCT EXPANSION JOINT PER DETAIL B, SHEET L2.1. ® CONSTRUCT CONCRETE MOWSTRIP PER DETAIL E, SHEET L2.1. @ CONSTRUCT HANDICAP-ACCESSIBLE RAMP PER DETAIL F, SHEET L2.1. ® CONSTRUCT DECOMPOSED GRANITE PAVING PER DETAIL I, SHEET L2.2. @ INSTALL BOULDER PER DETAIL H, SHEET L2.2. @ @ FURNISH AND INSTALL TABLE AND CHAIRS PER MANUFACTURER'S SPECIFICATIONS. FURNISH AND INSTALL TRASH RECEPTACLE PER MANUFACTURER'S SPECIFICATIONS. @ FURNISH AND INSTALL BENCH PER MANUFACTURER'S SPECIFICATIONS. CONSTRUCT 18" WIDE SEAT WALL PER DETAIL G, SHEET L2.2 CONSTRUCT GRASSRING PAVING PER DETAIL H, SHEET L 1.2. lli THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY @ CONCRETE CURB PER CIVIL ENGINEER'S SHEETS. ® STRIPING PER CIVIL ENGINEER'S SHEETS. © A.C. PAVING PER CIVIL ENGINEER'S SHEETS @ HANDICAP STRIPING PER CIVIL ENGINEER'S SHEETS. ® FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS. ® GUTTER ANO DRAIN PER CIVIL ENGINEER'S SHEETS. @ 0" CURB AT HC PARKING PER CIVIL ENGINEER'S SHEETS. ® TRASH ENCLOSURE PER ARCHITECT'S SHEETS 0 WATER METER PER CIVIL ENGINEER'S SHEETS. Q) BACKFLOW PER CIVIL ENGINEER'S SHEETS. ® FIRE DETECTOR CHECK PER CIVIL ENGINEER'S SHEETS. © CONCRETE SIDEWALK PER CIVIL ENGINEER'S SHEETS. ® FREE-STANDING TRELLIS PER ARCHITECT'S SHEETS. ® EXISTING CONCRETE CURB, TO BE PROTECTED IN PLACE @ EXISTING PEDESTRIAN WALK, TO BE PROTECTED IN PLACE. ® LIGHTING PER ELECTRICAL ENGINEER'S SHEETS. @ ELECTRICAL TRANSFORMER PER ELECTRICAL ENGINEERS SHEETS. COLOR AND FINISH SCHEDULE 6" <:,i ~ "' +-Wi7'1-'!TI"'"' 111----11 1'-8" 6.6" 10" PLAN 1"=1'-0" 7 SECTION LEGEND: 1" ::;;; 1 '-0" ENLARGEMENT NOTTO SCALE ---<1 1. 'GRASSPAVE 2' PAVING UNIT, 20" SQUARE, ATTACHED WITH SNAP-FIT FASTENERS, AVAILABLE FROM MAN-ARCH RELATIONS, (760) 436-9232, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 2. CONCRETE MOWSTRIP PER DETAIL E, SHEET L2.1. 3. ADJACENT PLANTER AREA TO BE 1-1/2" BELOW TOP OF CONCRETE BAND 4. INDIVIDUAL 'GRASSPAVE 2' RINGS TO BE FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND). 5. PROVIDE 'HYDROGROW MIXTURE BELOW RING PER MANUFACTURER'S SPECIFICATIONS. 'HYDROGROW' TO BE SUPPLIED FREE FROM MANUFACTURER. 6. COMPACTED SANDY GRAVEL BASE COURSE, 96 % MODIFIED PROCTOR DENSITY, MINIMUM 6" DEPTH. ACTUAL DEPTH TO BE PER SOILS ENGINEER'S SPECIFICATIONS. 7. 90% COMPACTED SUBGRADE 8. TOP OF PLANT ROOT MASS TO BE 1/4" ABOVE TOP OF RING GRASSRING PAVING SYMBOL KEY DESCRIPTION MANUFACTURER COLOR PAVING: 1£71 I 11 I 1rr··-·.,. lll ::}::::>:}::.:.::.:::} SYMBOL KEY SITE FURNISHINGS: CONCRETE PAVING CONCRETE BAND INTEGRAL COLOR CONCRETE CONCRETE PAVERS DECOMPOSED GRANITE CONCRETE MOWSTRIP DESCRIPTION PRECAST CONCRETE TABLE PRECAST CONCRETE TRASH RECEPTACLE W/ ALUMINIUM LIO PRECAST CONCRETE BENCH NATURAL GRAY NATURAL GRAY NATURAL GRAY OLSEN TAN PAVINGSTONE, INC. CHARCOAL SOUTHWEST DESERT BOULDER & STONE GOLD MANUFACTURER NATURAL GRAY FINISH/ MODEL SAN DIEGO PRECAST TS44R (619) 449-6810 SAN DIEGO PRECAST TR14RM (619) 449-6810 QUICK CRETE FINISH/ PATTERN MEDIUM BROOM LIGHT BROOM MEDIUM WASH HOLLAND STONE LIGHT BROOM PATTERN C-27 'WESTWOOD BROWN' C-27 'WESTWOOD BROWN' C-27 'WESTWOOD BROWN' BOULDER -KRC ROCK O A --2' x 2' ®e--3'x3' ®,o-4' x4' COLOR, BAJA CRESTA BLONDE FINAL SELCECTION & PLACEMENT TO BE COORDINATED wl THE LANDSCAPE ARCHITECT GRADING & DRAINAGE NOTES A. CROSS SLOPE OF SIDEWALK TO BE A MAX. OF 2%. 8. SLOPE ALL HARDSCAPE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDING. C. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. SYMBOL LEGEND PA TURF EXPANSION JOINT CONTROL JOINT PLANTER AREA TURF AREA COMMENTS BROOM STROKES PERPENDICULAR TO EDGE OF PAVING BROOM STROKES PERPENDICULAR TO EDGE OF BAND SAW CUT JOINTS BROOM STROKES PERPENDICULAR TO EDGE OF MOWSTRIP COMMENTS LIGHT SANDBLAST LIGHT SANDBLAST LIGHT SANDBLAST APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DEPARTMENT 2127/07 RS DATE EXP. SDG&E ACCESS I LANDSCAPING AT NORTH SETBACK LANDSCAPE CONSTRUCTION PLAN BRESSI RANCH LOT 40 REVIEWED BY, IAPPROU ( 4-tald: "i ·l'9.c'1 PLANNING DATE DATE BY DESCRIPTION INSPECTOR DATE REVISIONS DWN BY SWKITE PAOJECT NO. 11 DRAWING NO. APP'D CHKO BY RS CT05-07 435-3L FIELD BY Lt2 ~ <.n ' (..)> r ✓ --r·--- / / / ~ ' / / .·· B / / / ' / ~;# .... ~, ...., .... ~"/ / ~ / ':;4t/ ,#.'// / .. /I / KEYMAP I ! ' r---"'!" / 1 p / PA 1 P3 MATCHLINE -SEE SH'EET L 1.2 (3) ---------------~-r,r-- 2 P2 PA ,. G . Fl. PATI GIH SEE SHEET L1.7 0 10 20 40 ~~ / I __ .· C 1 I -1-,r--..._; __ § 4 -, '. . . . . .. --...··· _-;- I I r-PA--.JJ) PA I h , ' ~ PIIIEC.a.ST CONCRETE T ,O.BLE I§ PRl!!CAST CONCRETE TRASH RECEEPTACLI! WI ALUMINIUM LIO ~ PREC...ST CONCRETE BENCH GRADING & DRAINAGE NOTES A. CROSS SLOPE OF SIDEWALK TO lllt A M.41.X. OF 2%. !!. SLOPE ALL H,O.RDSOAF'1E TO ... C~EVE P'0$ITIVE ClftAINAGE AWAY FROM BUILDING. C. VERIFY GRADES WITH CIVIL ENGIN!ER'S SHEETS:. SYMBOL LEGEND ------EXPANSION JOINT CONTP!OL JOINT ,..A, TURF 60 PLANTER AF!EA TURFARE,O. Smith COfl$Ulting Architects 12220 El Can,,no Rea! Suite 20-0 San ;D'ieg;oi:::alifornia 92130 1858>793-4777 Fax 1858>793•4787 SCALI! ANO NORTH -r··--. I I I I I . I I! ' I I " 1 P1 F. 6 R I D G E LANDSCAPE ARCHITECTS 7!5 Ralntree Orive, Suill 300 Ca"8bad, CA 92009 Toi 700 438 1002 Fox 18043811!5 www.ridgole.com I I 1 DATE L.A. -----[~P. REVIEWED BY, INSPECTOR DATE I -- I I I I CONST'RUCTION LEGEND G) CONSTRUCT PEOl!STRIAN CONCRl!TI! PAVING P'eR bl!TAll A, !IHl!£T L2.1. @ CONSTfWCT PEDl!STP!IAN CONCRl!'!'I! !AND P1!Fl. Ol!!TAIL C, SHl!1!!T L2.1. @ CONSTF!UCT Vl!HICULAR CONCRETE PAVING PER DETAIL A, SHEET Ll!.1. © CONSTF!UCT VEHICULAR CONCRETE BAND PER □ET.a.IL C, SHEET L2.1. @ CONSTRUCT CONCRETE M.a.lNTl!N,I.NCE BAND PER DETAIL 0, SH1!!ETL2.1. @ CONSTRUCT TOOLED SCORE LINE PER OETAll lB, SHEET L2. 1. 0 CONSTRUCT SAWCUT JOINT F'ER OET,-.ll 11. SHl!ET L2.1. @ CONST'RUCT EXPANSION JOINT PER OETAA. B, SHEET L2.1. ® CONSTRUC1' CONCRETE MOWSTRIP F'ER Ol!T.a.lL E, SHEET L2.1. ® CONSTRUCT HANOICAP-ACCESSISLI! R.a.MP F'ER DETAIL F, SHEET L2.1. G]) CONSTRUCT OECOMPOSEO GRANITE 'PAVING Pl!R OETAIIL I, SHEET L2.2. G) INSTALL BOUUOl!R PER DETAIL H, SHEET L2.2. © <9 ® FURNISH _..NO INSTALL TABLE ANO CHAIF!S PER MANUF,1.CTURER'S SPECIFICATIONS. FURNISH AND INSTALL TRASH RECEPTACLE PER MANUFACTURER'S SPtECIFICATIONS. FURNISH _..ND INSTALL !!ENCH PER M~UP.a.CTUFIE~ SPECIFICATIONS. @ CONSTRUCT 18" WIDE SEAT WALL l"l!I'! OET.a.lL G, SHEET L2.2 THE FOLLOWING IT!MS ARE FOR FIIEFERENC! ONLY @ CONCRETE CURil PER CIVl'L ENGINEER'S SHEETS. @ STRIPING Pl!R CIVIL ENGINl!!ER'S SHEl!TS. © A.O. P,O.VING PER CIVIL ENGINEER'S SHEETS. @ H_..NDICAP STRIPING PER CIVIL ENGINEER'S Sf-lEETS. @ FIRE HYDRANT PER CIVIL ENGINEER'S SHEE1S, ® GUTTER ,1,.NO DRAIN PER CIVIL ENGl~ER'S SHEETS @ 0" CURil AT HC PARKING PER CIVIL EM'.llNif!EFt'$ SHEETS. ® TRASH ENCLOSURE PER .a.RCHITECT'!I SHEETS. 0 WATER Ml!TER PER CIVIL l!NGINEl!.R'S SHEETS. Q) 1!1,1.CKFLOW PE'R CIVIL l!!NOINl!!'ER'S SMEETS. © FIRE DETECTOR CHECK PER CIVIL ENGl'Nl!l!R'S SHEETS. © CONCRETE SIOl!!WALK PER CIVIL l!NGINl!.11!R'S l!IHEl!TS. ® FF!EE-ST ... NOING TRELLIS PER ,O.RCHITECT'S SHE!T!!. ® EXISTING CONCRETE CURB, TO BE Pl!IOTl!CTEO IN PLACE. @' !EXISTING PEDESTRIAN W.a.LK, TO IE l>ROTECTED IN PLACE. ® LIOHTIING PER ELl!CTRIC,I.L !!NG11NEER'S SH!!l!tS. @ ELECTRICAL TR.a.NSFORMER PER ELl!tCTRICAL ENGINEERS SHEETS. COLOR AND FINISH SCl-i'IEDULE §YMIIOL t,EY DESCRIPTIQN f!!.4.N!!f:~CTURl!Fl. ~OLQB PAVING.· [&] ~ CONCRETE NA Tl.JR,l,.L PAVING GRAY ' ~ ~ CONCRETE N,O. TUR.a.L !!AND GAAY 111:1:1:•n I§] INTEGRAL NATUAAL COLOR GAAY .............. , CONCRETE r," ii{ r,, l [§I CONCRETE 01.Sl!!N T.a.N :::!' ji: ! : , :: P.a.VERS P,O.VINGSTONE, INC. CH.a.Fl.COAL CJ ~ DECOMPOSED SOUTHWl!ST OE!l!RT GRANITE IIQUL[)ER ll STONE GOLD ~ CONCRETE NATURAL MOWSTRIP GRAY FINISH/ 11',0.TTERN MEDIUM IROOM LIGHT IROOM MEDIUM WASH HOLLAND STONE LIGHT IIFIOOM ~OMMENTS IROOM STP!OKEII PERPENDICULAR TO EDGE OF P,O.VING IROOM STROKES l"ERPl!NDICUL_..R TO EDGE OF BAND s.a.w CUT JOINTS IIFIOOM STF!OKES PERPENOICUL,O.R TO EDGE OF MOWSTF!fl> FOR CONSTRUCTION DETAILS AND Notes, SEE SHEETS L2.1 -L 2.2 (10 -11 ). FOR CONSTRUCTION ENLARGEMENTS, SEE SHEET L 1.6 -L 1.8 (7 -9). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (26 -29). REVISIONS MUST BE _..PPROVED BY PUBLIC He...L TH ENGINEER, ASST. PLANNING DIRECTOR .a.NO DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DUE IY DtSCRIPTION Al!!VISIONS I 1 I 1--- I A?PROVEO FOR PLANTING AND IR~IGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I ■H4■ET I I CITY OF CARLSBAD I I ■H-29 I _ PLANNING DEPARTMENT _ LANDSCAPE CONSTRUCTION PLAN BRESSI RANCH LOT 40 APPROV OWN BY_:c_c:.:_,;...:.:_ C:HKD IY-'-"'---- rlELD n I I P'ROJICTNO. CT 05-07 11 --NO, 435-31. L13 CONSTRUCTION LEGEND CD CONSTRUCT PEDESTRIAN CONCRETE PAVING PER DETAIL A, SHEET L2.1. ® CONSTRUCT PEDESTRIAN CONCRETE BAND PER DETAIL C, SHEET L2.1. @ CONSTRUCT VEHICULAR CONCRETE PAVING PER DETAIL A, SHEET L2.1. @ CONSTRUCT VEHICULAR CONCRETE BAND PER DETAIL C, SHEET L2.1. ® CONSTRUCT CONCRETE MAINTENANCE BAND PER DETAIL D, SHEET L2.1. ® CONSTRUCT TOOLED SCORE LINE PER DETAIL B, SHEET L2.1. 0 CONSTRUCT SAWCUT JOINT PER DETAIL B, SHEET L2.1. ® CONSTRUCT EXPANSION JOINT PER DETAIL B, SHEET L2.1. ® CONSTRUCT CONCRETE MOWSTRIP PER DETAIL E, SHEET L2.1. @ CONSTRUCT HANDICAP-ACCESSIBLE RAMP PER DETAIL F, SHEET L2.1. ® CONSTRUCT DECOMPOSED GRANITE PAVING PER DETAIL I, SHEET L2.2. @ INSTALL BOULDER PER DETAIL H, SHEET L2.2. /.f3' FURNISH AND INSTALL TABLE AND CHAIRS PER MANUFACTURER'S \c;;l/ SPECIFICATIONS. tj,1\ FURNISH AND INSTALL TRASH RECEPTACLE PER MANUFACTURER'S \cY SPECIFICATIONS. @ FURNISH AND INSTALL BENCH PER MANUFACTURER'S SPECIFICATIONS. @ CONSTRUCT 18" WIDE SEAT WALL PER DETAIL G, SHEET L2.2 @ CONSTRUCT GRASSRING PAVING PER DETAIL H, SHEET L 1.2. I Mt:. t'"ULLUVVl!\IU 11 t:IVI.::> Af'\t: r-utt KCrt:.Kt:1\IL.t:. U!\IL Y @ CONCRETE CURB PER CIVIL ENGINEER'S SHEETS. ® STRIPING PER CIVIL ENGINEER'S SHEETS. © A.G. PAVING PER CIVIL ENGINEER'S SHEETS. @ HANDICAP STRIPING PER CIVIL ENGINEER'S SHEETS. ® FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS. ® GUTTER AND DRAIN PER CIVIL ENGINEER'S SHEETS. @ O" CURB AT HC PARKING PER CIVIL ENGINEER'S SHEETS ® TRASH ENCLOSURE PER ARCHITECT'S SHEETS. 0 WATER METER PER CIVIL ENGINEER'S SHEETS. 0 BACKFLOW PER CIVIL ENGINEER'S SHEETS. ® FIRE DETECTOR CHECK PER CIVIL ENGINEER'S SHEETS. © CONCRETE SIDEWALK PER CIVIL ENGINEER'S SHEETS. ® FREE-STANDING TRELLIS PER ARCHITECT'S SHEETS. ® EXISTING CONCRETE CURB, TO BE PROTECTED IN PLACE. @ EXISTING PEDESTRIAN WALK, TO BE PROTECTED IN PLACE ® LIGHTING PER ELECTRICAL ENGINEER'S SHEETS @ ELECTRICAL TRANSFORMER PER ELECTRICAL ENGINEERS SHEETS. KEYMAP ,: i, ,,--.< ··-\··-'--·r··. "·-·' P2 4 COLOR AND FINISH SCHEDULE SYMBOL PAVING: 1£71 ,_________.1 J I n/::r:r::i:::r1 .. .. ... ...... ' .............. KEY ~ DESCRIPTION CONCRETE PAVING CONCRETE BAND INTEGRAL COLOR CONCRETE CONCRETE PAVERS DECOMPOSED GRANITE CONCRETE MOWSTRIP MANUFACTURER COLOR NATURAL GRAY NATURAL GRAY NATURAL GRAY OLSEN TAN PAVINGSTONE, INC. CHARCOAL SOUTHWEST BOULDER & STONE DESERT GOLD NATURAL GRAY FINISH/ V--{. . /.' ,. , " FINISH/ PATTERN MEDIUM BROOM LIGHT BROOM MEDIUM WASH HOLLAND STONE LIGHT BROOM -/j i}.:y'j'" COMMENTS BROOM STROKES PERPENDICULAR TO EDGE OF PAVING BROOM STROKES PERPENDICULAR TO EDGE OF BAND SAW CUT JOINTS BROOM STROKES PERPENDICULAR TO EDGE OF MOWSTRIP FOR CONSTRUCTION DETAILS AND NOTES, SEE SHEETS L2.1 -L 2.2 (10-11). FOR CONSTRUCTION ENLARGEMENTS, SEE SHEET L 1.6 -L 1.8 (7 -9). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (26 -29). 0 10 20 40 SCALE AND NORTH 60 I Smith Consulting Architects 12220 El Camino Real Suite 200· San Diego California 92130 (858)793-4777 . Fax 1858)793-4787 R I D G E LANDSCAPE ARCHITECTS 755 Raintree Drive. Suile 300 Carlsbad, CA 920D9 Tel 760 43B 1002 Fax 760 438 1155 www.ridgela.com SYMBOL KEY SITE FURNISHINGS: 0 ~ § § [II -. . -. . . . . !aNtARGEMENT PLAN SE,E1$HEET L 1.7 , , , :' ,,., DESCRIPTION MANUFACTURER FINISH/ MODEL PRECAST CONCRETE SAN DIEGO PRECAST TS44R (619) 449-6810 TABLE PRECAST CONCRETE TRASH RECEPTACLE W/ ALUMINIUM LID PRECAST CONCRETE BENCH SAN DIEGO PRECAST TR14RM (619) 449-6810 QUICKCRETE BOULDER -KRC ROCK O A --2' x 2' COLOR: BAJA CRESTA BLONDE FINAL SELCECTION & PLACEMENT TO BE COORDINATED w/ THE LANDSCAPE ARCHITECT ,,; FOR PATIO I/J ENLARGEMENT PLAN SEE SHEET L 1.7 I. r' /,,) PATTERN C-27 'WESTWOOD BROWN' C-27 'WESTWOOD BROWN' C-27 'WESTWOOD BROWN' COMMENTS LIGHT SANDBLAST LIGHT SANDBLAST LIGHT SANDBLAST GRADING & DRAINAGE NOTES A CROSS SLOPE OF SID::::'NALK 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 P.A. TURF EXPANSION JOINT CONTROL JOINT PLANTER AREA TURF AREA r..0An111.1r.. Q_ nPAII\IAr..C: l\l(')TC:C L.A. tfttt REVIEWED BY: 1 ·l"t-10 DATE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD Pl.ANNIN(] DEPARTMENT LANDSCAPE CONSTRUCTION PLAN BRESSI RANCH LOT 40 ASSISTANT PLANNING DIRECTOR OWN BY SWK / TE PROJECT NO. CHKD BY RS FIELD BY CT 05-07 7-22.-/0 DATE DAAWIN(ll /'10. 435-3L Lt4 ---- ----. - ,.,_ : "' ::<a'; .. ·,,, , ... ' ,.;: : : '" ... " ..,., ,, .. ;,, :H ., .. ' >If' ' ... .. ..rt)! .. "'' *' : ,, + '"' ·; .. : .. ,,: "'> ;,,, ... ",l> '..) .. ,, ],-j + I i"' FOR PATIO LIM ENLARGEMENT PLAN SEE SHEET L 1.7 ma ,.,,.,, .. KEYMAP ·-•· TYP. ---~ M. N. 1 PA PA CONSTRUCTION LEGEND G) CONSTRUCT Pl!D!STRIAN CONCRETE PAVING Pl!R Ol!TAIL A, SHEET L2.1. ® CONSTRUCT PEDESTRIAN CONCRETE IAND PER Ol!Ti..tL C, SHEET L2.1. ® CONSTRUCT VEHICULAR CONCRETE PAVING PER DEtAIL A, SHEET L2.1. © CONSTRUCT VEHICULAR CONCRETE BAND PER DETAIL C, SHEET L2.1. @ CONSTRUCT CONCRETE MAINTENANCE BAND F'ER DETAIL 0, SHEET L2. 1. ® CONSTRUCT TOOLED SCORE LINE F'ER DETAIL B, SHEET L2 1. (v CONSTRUCT SAWCUT JOINT PER DETAIL B, SHEET L2.1. @ CONSTRUCT EXPANSION JOINT PER DETAIL II, SHEET L2.1. ® Cc!lNSTRUCT CONCRETE MOWSTR!F' PER DETAIUE, SH·EET L2.1. @ CONSTRUCT HANDICAF'-ACCESSIBLE MMF' F'!R OETAIL F, SHEET L2.1. @ CONSTRUCT DECOMPOSED GRANITE PAVING PER DETAIL I, SHEET L2.2. @ @ @ @ INSTALL BOULDER PER DETAIL H, $H!Et L2.2. FURNISH ANO INSTALL TABLE AND CHAIRS PER MANIJFACTUMR'S SPECIFICATIONS. FURNISH AND INSTALL TRASH RECEl"TACLE PER MANUFACTUl'll!R'S SPECIFICATIONS. FURNISH ANO INSTALL BENCH Pl!R MANUFACTURER'S SPECIFICATION$. @ CONSTRUCT 18'' WIDE SEAT WALL PER DETAIL G, SHEET L2.2 THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY @ CONCRETE CURI!! PER CIVIL ENGINEER'S SHEETS. @ STRIF'ING PER CIVIL eNGtNl!!!R'S $MEETS. GRADING & DRAINAGE NOTES © A.C. PAVING PER CIVIL l!!NGINEER'S SHEETS. @ HANDICAP STRIPING !!'ER CIVIL ENGINEER'S SHEETS. © FIRE HYDRANT i>l!R OtVIL ENGIN·EER'S SHEETS. ® GUTTER ANO DRAIN fiER CIVIL ENGINEER'S SH!:ETS. @ O" CURB AT HC PARKING PER CIVIL ENG•INEER'S SHEETS. ® TRASH ENCLOSU1'!E fiER ARCHITECT'S SHEETS. 0 WATER METER PER OIVIL !NGINEER'S SHEETS. Q) BACKFLOW l'ER CIVIL ENGINEER'S SHEETS. ® FIRE DETECTOR CHECK P!!R CIVIL ENGINEl!R'S SHEl!TS. © CONCRETE SIDEWALK l'ER C-IVIL ENGINEER'S SHEETS. @ FAEE-STANDING TRELL!$ PER ARCHITECT'S SHEETS. ® EXISTING CONCRETE CUF!!I, TO BE PROTECTED IN PLACE. @ EXISTING PEDESTRIAN WALK, TO l!IE PROTECTED IN PLACE. ® LIGHTING PER ELECTRICAL E'NGINE:ER'S SHl!:ETS. @ ELECTRICAL TRANSFORMER PER ELECTRICAL ENGINEEFIS SHEETS. A. CROSS SLOPE OF SIDEWALK TO BE A MM. OF 2%. !!. SLOP! AU HAROSCAl"I! TO ACHIEVE P'OSITIVE DRAINAGE AWAY FROM BUILDING. C. VERIFY GRADES WITH CIVIL ENGINEER'S SHEl!'TS. S1YMBOL LEGEND ------ P.A. TURF EXPANSION JOINT CONTROL JOINT PLAN1"E:R AREA TURF AREA COLOR ANO FINISH SCHEDULE SYMBQ\. KEY PAVING: §I I . -I DESCRIPTION CONCRETE PAVING CONCRETE BAND INTEGRAL COLOR CONCRETE CONCRETE !'AVERS DECOMPOSED GRANITE CONCRETE MOWSTRIP FOR CONST~UCTION DETAILS AND NOTES, see SHEETS L2.1 · L 2.2 (10 -11). FOR CONSTRUCTION ENLARGEMENTS, SEE SHEeT L 1.6 -L 1.8 (7 -9). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (26 -29). 0 10 20 40 60 SCALE! AN10 NORTH R I D G E LA~DSCAPE ARCH I TEGTS 755 Aaintre& Drive, Sub 300 Carlsbad, CA 92009 Tai 760 4381002 Fax 760 438 1155 www.rtdgela.com MANUFACTURER COLOR NATUl'IAL GRAY NATURAL GRAY NATURAL GRAY OLSEN TAN PAVINGSTONE, INC. CHARCOAL SOUTHWEST BOULDER & STONE REVIEWED 9Y: DESERT GOLD NATUl'IAL GRAY FINISH/ PATTEl'IN MEDIUM BROOM LIGHT !!ROOM MEDIUM WASH HOLLAND STONE LIGHT !!ROOM COMME~TS BROOM l!TROK!S PERPENDICULAR TO EDGE OF PAVING !!ROOM STROK!S PERPENDICULAR TO EDGEOFBANO SAW cur JOINTS BROOM l!TROKl!S PERPENbtCULAR TO EDGE OF MOWSTRIP KEY SITE FURMSHINGS: 0 ~ • §I [§I rn DESCRIPTION FINl!IIH/ MODEj, PRl!CAST CONCRETE l',N Ole<lq PflECAST TS44R (819) 449-6810 TABLE PRECAST CONCRETll! TRASH RECEPTACLE W/ ALUMINIUM LIO PR!!CAIT CONCRETll! BENCH fiN OIIEOO Pi,ECAST TR14M-1 ( 19)449-6810 gt,.IICKCRETE BOULDER -'KRC ROCK O A --2' x 2' COLOR: BAJA CRESTA ILONOE FINAL SELCECTION & PLACEMeNT TO BE COOROINA TEO wl THE LANOSCAPI! ARCHITECT PATTERN COMMENTS C-ZI' LKlHT 'WESTWOOD SANDIILAST BROWN' C-27 LIGHT 'WESTWOOD SANOIILAST l'!ROWN' C-27 LIGHT 'WEIITWOOO SANOIILAST l'!ROWN' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING F>RECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, AS$T. PLANNING DIRECTOR ANO DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DEPARTMENT DATE DATE BY DESCRIPTION LANDSCAPE CONSTRUCTION P'LAN BRESSI RANCH LOT 40 APPROVE DWN BY--"-'-'-"-;,.c='-- CHKD IY ___ _ INSPECTOR DATE Fll:Vl810N8 rt!LD IY CT 05-07 11 DMWINe NO. 435-311.. L1.5 I' CONSTRUCTION LEGEND CD CONSTFl:UCT PEDESTRIAN CONCRETe PAVING PER DETAK. A, SHEET L2.1. @ CONSTRUCT PEDESTPll'°'N CONCReTE 8"ND Pl!:R DETAIL C, SHEET L2.1. @ CONSTRUCT VEH !CUI.AR CONCRETE PAVING PEPI OET ,6.tl A, SHEET L2.1. © CONSTRUCT VEHICULAR CONCRETE 8"NO PER DET,6.IL C, SHEET L2.1. ® CONSTRUCT CONCRETE M"NTENANCE !IANO PER DETAIL D, SHEET L2.1. @ CONSTRUCT TOOLED SCORE LINE PER DET,6.IL 8, SHEET L2.1. 0 CONSTRUCT S...WCUT JOINT PER DET"IL B, SHEET L2.1. @ CONSTRUCT EXPANSION JOINT PER DETAILS, SHEET L2.1. ® CONSTRUCT CONCRETE MOW8TRIP PER DETAIL E, SHEET L2.1. ® CONSTRUCT H,6.NOICAP-ACC!!SSl8LE l'IAMP PER DETAIL F, SHEET L2.1. @ CONSTRUCT DECOMPOSED GAANITE PAVING PER DETAIL I, SHEET L2.2. @ INSTALL BOU•LOER PER DETAIL H, SHEET L2.2. /.j':h FURNIISH AND INSTALL T,6.ILE ,6.NO CHAIRS PER M,6.NUFACTURER'S \!.;31 SPECIFICATIONS. /.j?I FURN'ISH AND INSTALL TPl"SH RECEPTACLE PER M,6.NUf,6.CTURER'S \!;ll SPECIFICATIONS. @ FURNI1SH ANO INSTALL !!!NCH PER MANUFACTURER'S SPECIFICATIONS. @ CONSTRUCT 11''WtDE SEAT WALL PER OETAK.G, SHEETL2.2 THE FOLLOWING ITEMS ARI! FOR Rt!.FE"'911CE ONLY @ CONCRETE CURB PER CIVIL ENONt!.ER'S l!t!EETS. @ STRIPING P'ER CML ENGtN!ER'l!I SHEETS. © A.C. PAVING Pl!!'-CIVIL ENOINt!.t!.R'S SHEETS. @ H"'NOICAP STRIPING !>El'-CIVK. ENGMER'S SHEETS. © Fl·l'-E HYDRANT PER CIVIL ENGINEER'S SHEETS. ® GUTTER ANO DRAIN PEFt CIVIL l!NOIN1EER'S SHEETS. ® O" CLRI!! AT HC PA~ING PER CIVIL ENGIN•EER'S S·HEETS. @ TAA9H ENCLOSURE PER AFtCHITECT'!!I SHEETS. 0 WATER Mi!.TER PEP\ CIVIL ENGINEER'S SHEETS. Q) l!ACKFLOW Pl!R CIVIL ENGINEER'S SHEETS. ® FIRE DETECTOR CHECK PER CIVIL ENGINEER'S SHEETS. © CONCRETE SIDEWALK PER CIVIL ENGINEER'S SHEETS. ® FREE-STANDING TRELLIS PER AFtCHITECT'S SHEETS. ® EXISTING CONCRETE CURS, TO !IE Pl'IOTECTEO IN PLACE. @ EXISTING PEDESTRIAN WALK, TO 191! IPROTl!CTl!!D 1IN PLACE. ® LIGHTING PER ELECTRICAL ENGINEER'S SHEETS. @ ELECTRICAL TRANSFORMER P'!!R l!!LECTRICAl ENGINEERS SHEETS. \/'«,:· """'-""'"' . ·-· ~. ' : ;;/aa. ;"·, . 1!11.:' .,~r~-r·-~,.,,, : 1r·--· _j, ·: ,~-.~ i '~};/' p; i.~ ,)0 ' ,.-L-..li '<".',.-:,:t-_.· :, '11 ' ' ,r'r:!j,, ~) KEYMAP COLOR AND FINISH SCHEDULE SYMBO\- PAVING: [ill ~ IJJl:tll KEY DESCRIPTION MANUFACTURER [6] §I §] CONCRETE PAVING CONCRETE BAND INTEGRAL COLOR CONCRETE COLOR NATURAL GRAY NATURAL GRAY NATURAL GRAY FINISH/ PATTERN MEDIUM BROOM LIGHT BROOM MEDl'UM WASH COMMENTS BROOM STROKES PERPENDICULAR TO EDGE OF PAVING BROOM STROKES PERPENDICULAR TO EDGE OF BAND SAW CUT JOINTS :i:11111 . -I 1§1 CONCRETE OLSEN TAN HOLLAND PAVERS PAVINGSTONE, INC. CHARCOAL STONE ~ DECOMPOSED GRANITE ~ CONCRETE MOWSTRIP SOUTHWEST DESERT BOULDER & STONE GOLD NATURAL GRAY SYMBOL KEY O·ESCRIPTION MANUFACTURER FINISH/ MODE~ SITE FURNISHINGS: ~ • §1 = ~ PRECA!!IT CONCRETE TABLE PRECAST CONCRETE TRASH RECEPTACLE WI ALUMINIUM LIO P'R£CAST CONCRETE BENCH SAN DIEGO PRECAST TS44R (619) 449-5810 SAN DIEGO PRECAST TR14RM (619) 449-6510 QUICKCR!TE LIGHT BROOM PATTERN BROOM STROKES PERPENDICULAR TO EDGE OF MOWSTRIP COMMENTS C-27 LIGHT WESTWOOD SANDBLAST BROWN' C-27 LIGHT WESTWOOD SANDBLAST BROWN' C-27 LIGHT WESTWOOD SANDBLAST BROWN' BOULDER -KRC ROCK O A --2' x 2' 4!)I -• 3' x 3' ®,--4' x 4' COLOR: BAJA CRESTA BLONDE FINAL SELCECTION & PLACEMENT TO BE COORDINATED w/ THE LANDSCAPE ARCHITECT GRADING & DRAINAGE NOTES A. CROSS SLOPE OF SIDEWALK TO BE A MAX. OF 2%. 8. SLOPE ALL HARDSCAPE TO ACHIEVE POSITIVE DRAINAClE AWAY FROM BUILDING. C. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. SYMBOL LEGEND ·----------· EXPIINSION JOINT CONTROL JOINT P.A. !'LANTER AFIE,6. TURF TURF AREA f'_ I I I ------------., I I I I I I I I I I I I Ii I I I I I I I P4 1 :p1 , .. l i !.:: ':: i :: I ' ;, ; I . "". ';-y-··f"' 2 -,. . '" • '--<-'---'"\; ~f. . .. : -,<-1-4,C'--~ 70' v-+--=---+ ~ PA 5' '-9 t> I 6'-9" P5 11 • J'-5 J'-g t> A. • 5' PA --5' PA 12•-g· ---·- '-9" I ii I I I I I I I I I I I I e.: I .. ,• ..... - I I PATIO AREA IN-BETWEEN BUILDINGS A ANO B SCALE: 1" = 10'-0" FOR LANDSCAPE CONSTRUCTION PLANS, SEE: SIHEETS L 1.1 -L 1.5 (2 -6). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (26-29). R I D G E LANDSCAPE ARCHITECTS 7~ Raintree Drive, Suite 300 Cartobod, CA 92009 0 5 10 20 30 Toi 760 t38 1002 Fax 76C 43811511 www.ridge~.com , 11 I I I I r I I I I ---------------., I I I -,--------------.. I I I I I I I I I I I I I I I I I I I , . I oi1; B 1 PA :s·-s" 6-J 6'-5 •• • 7'-5" ',f ---- 4' PA PA I I h I B .. : "i :: ' i ,,'i :· --,---- I 1 I 1P4 1 PA S113 J'-6~ I I I I I I I I I I I I I I I I I I I C. I ~ w-, I IL@ Ii -1-- S214 11'-tJ" PA. '-,J" • '-9 ._,,, . 10'-J" PA. PA PA ·/{ ::·.:.·-~---)' I I I I I I I I I I D. I I I ' .. , ... , . . .. B ... , .. · ~. 1 P1 - --- I I I I I I I PATIO AREA AND ENTRY IN-BETWEEN BUILDINGS BAND C SCALE: 1" = 10'-0" PATIO AREA IN-BETWEEN BUILDINGS C AND 0 SCALE: 1" = 10'-0" •AS-BUILT DATE L.A. EXP. REVIEWED BY: INS~ECTOR DATE I I ► • • --1--i----L!2 __ . --------· • -PA .. _ 0 \ .... -' • . .. --.... •. -\ Ill • 1 "'· .... \ \ "' .. • • ,}'-!I 5 \11. ' "' • ' \ ' ' • • I PA • I I PA ~ -i ,,:1 --_, ___ ,_ -\------- PATIO ARl:A IN-BETWEEN B'UILDINGS BAND N SCALE: 1" :i: 10'-0" REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD . DATE IIY DESCRIPTION REVISIONS -I , I , ' ' I, , I J.~P'D 1 APPROVED FOR PLANTtNG AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DEPAFITMENT LANDSCAPE 10 SCALE ENLARGEMENT PLAN BRESSI RANCH LOT 40 APPROVE 3-J:J-<X. ASSISTANT PLANNING DIRECTOR DATE OWN BY Kl Pl'IOJ.oT NO. 11 DII.\WH la NO. CHKO IY RS rl[LO IY CT 05-07 435-3l L1.6 I I I t: ~.,. CONSTRUCTION LEGEND 0 CONSTRUCT l'!!O!!STRIAN CONCRETE PAVING l'!!R DETAIL A, SH•El!T L2.1. @ CONSTRUCT l'!!O!!STRIAN CONCRETE BAND PER DETAIL C, SHEET L2.1. @ CONSTRUCT Vl!HtcUlAR CONCffl:TE PAV1NG PER DETAIL A, SHEET L2.1. © CONSTAUCTVl!HtcUlAPI CONCffl:TE IIANO PER DETAIL C, SHEET L2.1. @ CONSTAUCT CONCRETI! W.INTeNANCE ltANO PER DETAIL D, SHEET L2.1. ® CONSTRUCT TOOLED SCORE LINE Pl!R DETAIL I, SHEET L2.1. 0 CONSTRUCT SAWCUT JOINT PER DETAIL I, SHEET L2.1. @ CONSTAUCT l!Xl"ANBION JOINT PER DETAIL I, SHEET L2.1. ® CONSTRUCT CONCRETE MOWSTRIP PER DETAl1L E, SHEET L2.1. ® CONSTAUCT HANOICAP-ACCESS IILE RAMP l"ER DETAIL F, SHEET L2.1. ® CONSTAUCT o,ecOMPOSED GRANITE l"AVING l"ER DETAIL I, SHEET L2.2. @ INSTALL IIOUlOER PER DETAIL H, SHEET L2.2. @ FURNISH AND INSTALL TA&LE ANO CHAIRS PER MANUFACTURER'S SPECl•FICATIONS. FURNISH ANO INSTALL Tl'!ASH RECEl"TAClE PER MANUFACTURER'S SPECIFICATIONS. FURNISH AND INSTALL BENCH l'!!R MANUFACTURER'S SPECIFICATIONS. CONSTRUCT 111" WIOE 81!:AT WALL PER DETJl\ll G, SHEET L2.2 THE FOLLOWING ITf:MS ARE FOR REFERENCE ONLY @ CONCRl!TI! CURI! PER CIVIL !NOIN1!ER'S SHEETS. @ STRIPING PER Ct\/lL !NOINEER'S SHEETS. © A.C. l'AVING Pt!R CIVIL l!NGINl!l!R'S SHEETS. @ HANOICAI' ST-G PER CIVIL ENGINEER'S SHEETS. © FIRE HVORANT P!:R CIVIL ENGINEER'S SHEETS. ® GUTTER AND DRAIN l'ER CIVIL ENGINEER'!! SHEETS. @ 0" CUFII! AT HC PARKING P!:R CIVIL ENGINeER'S SHEETS. ® TRASH ENCLOIIUIIE PER ARCHITECT'S SHl!ETS. 0 WATl!R METl!R PER CIVIL l!NGINEE!R'S SHf!eTS. Q) SACKFLOW l'!!R CIVIL ENGINEER'S SHEETS. © FIRE DETECTOR CHECK PER CIVIL ENGINEER'S SHEETS. © CONCRETE SIDEWALK PER CIVIL ENGINEER'S SI-IEET!II. ® FREE-STANDING TRELLIS PER ARCHITECrs SHEETS. ® EXISTING CONCRETE CURS, TO SE PROTECTED IN PLACE. @ EXISTIN,G PIEOESTRIAN WilJ.K, TO BE AAOTECTED IN PLACE. ® LIGHTING P1ER ELECTRICAL ENGINEER'S SHEETS. @ ELECTRICAL TRANSFORMER PER ELECTRICAL l!NOINEl!RS SHEETS. ,. I I I I I I I ■ I I I I .. ------ 1 '-6" J' f:TfP. rn 5 S113 s21 .. ,-, ------ PA I .. ::·::·1 -f=----=-,j<-: ............ ----1 PA • . : .. :·: .. ::6:t! 8 PATIO AREA BY BUILDING L SCALE: 1" = 10'-0" CJ -,,.....,_ '""''"'"'""'·- • • KEYMAP i) COLOR AND FINISH SCHEOULE ,----------------------------. SYMl!IOI. DESCRIPTION B CONCRETE PAVING 1 1 I §] CONCRETE BANC [§J INTEGll!AL COLOR CONCRETE ~ CONCRETE PAVERS I : .. 1 ~ DECOMPOSED GRANITE CONCRETE MANUFACTURER COLOR NATURAL GRAY NATUAAL GRAY NATURAL GFIAY OLSEN TAN PAVINGSTONE, INC. CtlARCOAL SOUTHWEST BOULDER & STONE DE'SERT GOLD FINISH/ PATTERN MEDIUM BROOM LIGHT BROOM MEDIUM WASH HOLLAND STONE COMMENTS BROOM STROKES PERPENDICULAR TO EEOGE OF PAVING BROOM STROKES PERPENOICULAR TO EDGE OF BAND SAW CUT JOINTS 1 I I I -~~:=----if'r.~r---Jj i •.. ·~-?22 • ~ I· --1_ ?41 , ---= I --;,.-._-IS-~ lYP. I i/!_.f-li , . ,.,.,..,.,/ " ' ' ' •• ".. i PA 10 • 0, ., ..., ?511 • 0, . CTrl!'-6" ..., . ., .'1' ~ ?1 1 E. PA 2' J' 13 S1 I I I I I I I I I ~ MOWSTRIP NATURAL GRAY FINISH/ MODE, LIGHT BROOM BROOM STROKES PERPENDICULAR TO EDGE OF MOWSTRIP I I I I I I I I I I I ~,=-=-~ __ ,,, __ ,,,,,,,,,, __ ,,,,,,~Jf,S1jg~'ftt:~~~7r.::--:;-;·.:;;-;;;~.:~==•:__~•-~-·-·.:._~-· ~ ... :;.__· ±~: lf1 B I I I SYMBOL KEY DESCRIPTION $/TE FUFI/HISHINGS: 0 ~ AAECAST CONCRETE TABLE • [g] PRECAST CONCRETE TRASH RECEPTACLE W/ ALUMINIUM LIO ~ PIIECAST CONCRETE BENCH MANUFACTURER SAN DIEGO F"RECAST TS44R (619) 449-6S10 SAN DIEGO PRECAST TR14RM (619) 449-6810 QUICKCReTe F'ATTERN COMMENTS C-27 LIGHT 'WESTWOOD SANDBLAST EIROWN' C-27 LIGHT 'WESTWOOD SANDBLAST EIROWN' C-27 LIGHT "IVESTWOOO SANDBLAST BROWN' EIOULD,ER • KRC ROCK O A --2' x 2' 4!)8 .. 3' x3' ee--4' x4' COLOR: BAJA CRESTA BLONDE FINAL SELCECTION & PLACEMENT TO BE COORDINATED w/ THE LANDSCAPE ARCHITECT GRADING & DRAINAGE NOTES A. CROSS SLOPE OF SIDEWALK TO BE A MAX. OF 2%. B. SLOPE ALL HAROSCAP!: TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDING. C. VERIFY GRADES WITH CIVIL l!NGINEl!R'S SHEETS. SYMBOL LEGEND P.A. TURF ., I I I I I . , I . ' ,1. .. 1: EXPANSION JOINT CONTROL JOINT Pt.ANTER ARl!A TURF AREA - l 11a-------~---- I I I I PATIO AREA IN-BETWEEN BUILDINGS HANO I SCALE: 1" = 10'-0" _., -----~ FOR LANDSCAPE CONSTRUCTION PLANS, SEE SHEETS L 1. 1 -L 1.5 (2 -6). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L1.1 -L7.4 (26 -29). 0 5 10 20 30 I I I I I I' I ' I ! I ------I I PATIO AREA AND ENTRY BY BUILDINGS E SCALE: 1" = 10'-0" R I D G E LANDSCAPE ARCHITECTS 755 Raihlree Drive, Suite 300 Coi&blld, CA 9200! Tel 7604381002 fta~ 7604381155 www.ridgele.com I I I I I I I I I I I. • H. "AS-BUil T" L.A. -----EX~. REVIEWED BY: INSPECTOR DATE I I I PA I 11 PS I I I I ., ---, ______ j __ ---------, 18'-g• 1!5' 1 ?1 ?6 9 TURF' 4 2 ?2 25' 20'-J• 13 S1 1 S /":V:.:"':'1• 1 ?4 -- G.: I I I I I PATIO AREA AND eNTRY IN-BETWEEN BUILDINGS G AND H SCALE: 1" = 10'-0" REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. D4TE 1!1Y DESCRIPTION Rl!V1810NS I I I AF'PROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF F'LANTING AREAS . CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE 10 SCALE ENLARGEMENT PLAN BRESSI RANCH LOT 40 APPROVE OWN IY WK/ CHKD ay_R-'-S'--- nELD IIY i I l'l'IOJaOTNO. CT05-07 11 ---43!5-3L L1.7 CONSTRUCTION LEGEND CONSTRUCT PEDESTRIAN CONCRETE P,._VING PER DETAIL A, SHEET L2.1. CONSTfllUCT PEDESTRIAN CONC•RETE ltANO F'ER DETAIL C, SHEET L2.1. CONSTRUCT Vl'!HICULAR CONCRETIE Pl'<VING PER DETAIL A, SHEET L2.1. CONSTRUCT Vl'!HtCULAR CONCRETE l!IAND PER DETAIL C, SHEET L2.1. CONl!ITfllUCT CONCRETE MAINTENANCE BAND PER DETAIL D, SHEET L2. 1. CONSTfllUCT TOOLEO SCOR!! LINE PER DETAIL l!I, SHEET L2.1. CONSTRUCT SAWCUT JOINT PER DETAIL 8, l!ttEl!T L2.1. CONSTRUCT EXPANSION JOINT PER DETAIL I, SHEET L2.1. CONSTRUCT CONCRETE MOWSTR1P PER DETAIL E, SHEET L2.1. CONSTRUCT HANOtC.-.P-ACCESSlll!.E RAMP F'ER DETAIL F, SH£ET L2.1. CONSTRUCT OECOMPCMD GRANITE F'AVING F'e!R DETAIL I, SHEET L2.2. INSTALL l!IOULO!R PER DETAIL H, SHl!l!T L2.2. FURN'l!IH ANO 11'JSTALL TAIL! AND CHA!fl:S PER MANUFACTURER'S S;PECIFICA TIONS. FURNISH AND l'NSTALL TfllA!lti Rl!CEPTACU!: F'ER MANUFACT~R'II S,PECIFICA TIONS. FURNISH AND INSTALL BeNCH Pl!R MANUFACTURER'S SPECIFICATIONS. CONSTPWCT 11!" WIDE SEAT WALL PER DETAIL G, SHEET L2.2 TH£ FOLLOWING ITl!MS ARE FOR REFERENCE ONLY @ CONCRETE CUA!! PER CIVIL ENGINEER'S SHEETS. @ STRIPING F'l:R CIVIL ENGINEER'S SHEETS. © A.C. F'AVING PER CIVIL ENGINEER'S SHl!ETS. @ HANDICAP STRIPING F'l!R CIVIL ENGINEER'S SHEETS. ® FIRE HYDRANT PER CIVlt ENGINl!'.ER'S SHEETS. ® GUTTER AND DRAIN PER CIVIL ENGINEER'S SHEETS. @ O" CURB AT HC PARKING PER CIVIL ENGINEER'S SHEETS. ® TRASH ENCLOIIURE PER ARCHITECT'S SHEETS. 0 WATER METER PER CIVIL ENGINl!:ER'S SHl!ETS. Q) IIACKFLOW PER CIVIL ENGINEER'S SHl!ETS. ® FIRE DETECTOR CHECK PER CFvll. ENGINEER'S SHEETS. © CONCRETE l!ltDEWALIC PER CIVIL ENGINEER'S SHEETS. ® FREE-STANDING TRELLIS PER ARCHITECT'S SHEETS. ® EXISTING CONCRETE CUl'III, TO !IE PROTECTED IN PLACE. @ EXISTING PEDESTRIAN WALK, TO Ill: PROTECTED IN PLACE. ® LIGHTING PER ELECTRICAL ENGINEER'S SHl!!ETS. @ ELECTRICAL TRANSFORMER PER ELECTRICAL ENGINEERS l!ttEETS. COLOR AND FINISH SCHEDULE !(EY DESCRIPTION MANUFACTURER COLOR FINISH/ PATTERN PAVING: [ill ,__,_____._., , I iii ii I . §1 §1 I§] ~ ~ CONCRETE PAVING CONCRETE BAND INTEGAAl COLOR CONCRETE CONCRETE PAYERS DECOMl'OIIEO GRANITE CONCRETI! MOWSTRIP NATURAL GRAY NATURAL GRAY NATURAL GRAY OLHN TAN PAVINGSTONE,INC. CHARCOAL SOUTHWEl!IT DESERT BOULDER & STONE GOLD NATURAL GRAY KEYMAP Ml!DIUM BROOM LIGHT IROOM Ml!OIUM WASH HOLLAND STONE LIGHT BROOM 1, ' COMMENTS BROOM STROKl!S PERPENDICULAR TO EDGE OF PAVING BROOM STROKES PERPENDICULAR TO EDGE OF BAND SAW CUT JOINTS BROOM STROKES PERPENDICULAR TO EDGE OF MOWSTRIP .,-.---·-.-----II I I I I I I I I I I I I I I I I I \ ----r ~-.-. ":':""'""· · .. ·:: . . ' . . . . . . . . ' ' . . 5,-._ I .r ·-"'"~--,..Y/ ,_ --, • -- 19-·--~y-v-,:;; ·' PS 9 --- -~-\:- \ \' --\ \ \ PA , 6' '), 1 P1 J. I- I I I I I. -------------------PATIO AREA IN-BETWEEN BUILDINGS J AND; K SYMB(j)\. KEY SITE FURNISHINGS.· 0 Ifill • I§ [§ 0 5 D•ESCRIPTION PFIECAST CONCRETE TABLE PRECAST CONCRETE TRASH RECEPTACLE W/ ALUMINIUM LID PRECAST CONCRETE BENCH SCALE: 1" = 10'-0" M\A,NUFACTURER FINISH/ MODEL §it,N DIEGO PRECAST TS44R (619) 449-6810 Sit,N DIEGO PRECAST TR14RM (619) 449-6810 QUl'CKCRETE IOULD£R -K~ ROCK O A •• 2' x 2' COLOR: BAJA CRESTA IIILONOE FINAL SELCECTION & PLACEMENT TO BE COORDINATED w/ THE LANDSCAPE ARCHITECT 10 20 30 I PATTERN C-27 LIGHT WESTWOOD SAND9LA!!IT BROWN' C-27 LIGHT 'WESTWOOD SANDSI.AST BROWN' C-27 LIOH't 'WESTWOOD SANOllLA$1T BROWN' ., I I I I I I I I I I I I I I I I I I I I ».1 • I,; ., ;,< , I I I I I I J \ \ \, \ \ \ \ \ J. \ \ \ \ \ \ \ I. I • C> : M .t4----=;-~.-----+ 7 2' B 12 12' 10'-9" • • • - 14 S2 _J_-ttr,11 P -, ,w· 1 P4 I 2 P2 I I I I I I I I I I I I I I I I I I I I I I I I I I PA • • .7 N. I I I i~ii=-=~s_· -;_~,C> ·_,____!--,;;!;=11 :l ...... · • "' . . P1 1 L~- l ' 12' --------- I I I I I I .J \ \ \ PATIO AREA IN-BETWEEN BUILDINGS MAND N SCALE: 1 '' = 10'-0" GRADING & DRAINAGE NOTES A. CROSS SLOPE OF SIP!WALK TO BE A MAX. OF 2%. 8. SLOPE ALL HARDSci.PE TO ACHIEVE POSITIVI'! DRAINAGE AWAY FROM BUILDING. C. VERIFY GRADES WlliH CIVIL ENGINEER'S SHEETS. SYMBOL LEGEND ·--------•-• EXPANSION JOINT CONTROL JOINT P.A. TURF PLANTER AREA TURF AREA FOR LANDSCAPE CONSTRUCTION PLANS, SEE SHEETS L 1.1 -L 1.5 (2 -6). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (26-29). R I D G E LANDSCAPE ARCHITECTS 755 Rainlree □rive, Suite 300 Carlsbad, CA 92009 Tai 760 4381002 Fax 760 438 1155 www_ridgela.r.om 11 L.A. REVIEWED BY: INSPECTOR DATE ,x,. ------ REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. D~TE BY DESll~IPTION IIIE!VIIIION8 I I APP'O APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD l"LANNING DEl"ARTMENT LANDSCAPE 10 SCALE ENLARGEMENT PLAN BRESSI RANCH LOT 40 APPROVE DWN BY ___ _ l"l'IO.aOTNO. CHKD BY ___ _ ,ttLD BY CT 05-07 11 3-/.J--of. DATE ---435-31.. L1.8 A. V1SIT TH£ SITE F'l'IIOR TO IUIIMITTING 11101. 8. 8UIIMIT A UNIT COST FOR IMPORT SOIL IN-Ill.ACE ANO IE COMf'LETEL Y AW/>M. OF THE AMOUNT OF SOIL NECESSARY TO REACH THE SATISFACTORY GROUNO LEVEL. C. VERIFY ALL PAOPl:ATY UNES OR OTHER LIMIT OF WOPIK LINES PRIOR TO COMMENCING WORK. 0. REl'AIR OR Ml'I.ACE .a.NY OAMAO! TO AOJACl!'NT l'ROPERTll!'S, CURBS, WALKS, !'LANTING, WALLS, ETC. AT NO ADDITIONAL COST TO THE CMINER. E. VERl1"Y ALL l!!)<l'STING CONDITIONS, DIMENSION!! ANO l!'LEVATIONS IIEFORE P'ROCEEDING WITH THE WORK NOTIFY THE LANDSCAPE: ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THIOSE SHOWN ON PLAN. F. REf'ORT DISCRl!'P'ANCIIES IN THE OAAWINOS OR BETWEEN THE Dl'IAWINGS AND ACTUAL Fll!LO CONDITIONS TO THE LANDSCAP'E ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS oue TO FAILURE TO REPORT KNOWN DISCREPANCIES. Cl. LOCATE ALL EXISTING UTILITIES WHETHEllt SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY THE OWNER IMMEDIATELY l1F DAMAGE OCCURS ANO ASSUME FULL RESPONSl'BILITY FOR EXPENSE OF REPAIR OR REPLACEMENT. H. COMPLY WITH ALL PROVISIONS OF THE LATEST BUILDING CODE, AMERICANS WITH DISABILITIES ACT OF 1991, ANO WITH OTHER CURRENT RULES, REGULATIONS ANO ORDINANCES GOVERNING THE PLACE OF THE WORK. l!IUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL IE THE MSPONSISILITY OF ANYONE SUPPL YING LABOR OR MATERIALS OR l!IOTH TO BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICTS BETWEEN THE REQUIREMENTS OF THE COO£ ANO THE DRAWINGS. 6" ®- ~ r-r-I 4 ' • . ' IO ~~~~--111-11 . ~ = ""(.5 8~ II ~ ' a LEGEND: 1. CONCRETE MOWSTRIP WITH LIGHT BROOM FINISH ON ALL EXPOSED SURF,.,CES 2. #3 REBAR, CENTERED, CONTINUOUS 3. 1/2" TOOLED RADIUS 4. FINISH GRADE 5. 90% COMPACTED SUBGRADE -VERl'FY W/ SOIL ENGINEER'S REPORT NOTES: A. INSTALL CONTROL JOINT AT 10'-0" O.C. MAX. SPACING 8. INSTALL 318" BITUMINOUS FELT EXPANSION JOINTS @ 20'-0" O.C. MAX. W/MASTIC SEALANT. C. PROVIDE 45°MITERl!D CONTFIIOL JOINT AT 90 CORNERS. 3 ii~; ;:;-~2 • 11 111::-1 llu_ 4 ' _111 .,l • - 1 I. LOCATIONS OF N.I.C. CONSTffUCTION l!LEMeNTS 9UCH AS LIOHTS, 91GN8, VENTS, HYDAANTS, TRANSFORMEm!, ETC., ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. E CONCRETE MOW STRIP J. VE'PIIFY ALL l"AVING AND Hlt.RDSCAl'E CONSTRUCTION Dl'IAWINGS WITH SOIL ENGINEER'S REPORT 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. H RESPON!ll!ILE FOR COOAOINATION IM!TNEEN SUecoNTRACTORS FOR PROPER ANO TIMELY PLACEMENT OF SLEEVING, PIPING AND I OR CONDUIT l'NSTALLATION UNDER OR THROUGH LANDSCAPE ELEMENTS. L. LANO8CAPE LIGHT FIXTURE LOCATIONS A8 IN01CATED ON THESE F'LAN9 ARE l<P'l"ROXIMATI!:. FINAL LOCATION TO BE VERIFIED BY LANDSCAPE ARCHITECT ON SITE. M. DO NOT SCALE DRAWINGS. N. F'ROVIDE A AEF'RESENTATIVE SAMPt.E OF EACH PAINTED OR STAINED ELEMENT TO THE OWNER FOR REVIEW AND APPROVAL PRIOR TO Al'PL YING FINISH. REFER TO DETAILS ANO SPECIFICATIONS FOR SPECIFIC SUBMITTAL Rl:OUIREMENTS. 0. PROVIDE A 4'X4' SAMPLE OF EACH F'AVING TYF'I:! IN LOCATION SPECIFIED l!IY THE CITY FOR REVIEW AND APPROVAL BY THE OWNER PRIOR TO INSTALLATION. REFER TO SPECIFICATIONS. F'. WHERE PAVING AND FINISH GRADE MEET, CEF'Rl!SS FINISH GRADE 1" IN TURF AREAS.A.NO 1-1/2" IN GROUND COVER/ SHRUB AREAS, UNLESS OTHERWISE IN'DICATED. Q. FOR PROJ!CT W1'LKS DO NOT EXCEED A SLOPE OF 20:1 (e % GRADl'ENT) UNLESS OTHl!:RWISE INDICATED. R. 00 NOT EXCEED 2:1 SLOPE IN PLANTED AREAS. S. HANDICAP RAMPS ARE NOT TO EXCEED EXCEED 12:1 OR 8.33 %, UNLESS OTHERWISE INDICATED. T. HOLD FINISH GRADE A MINIMUM OF e" BELOW FINISH FLOOR, I.Jt,/LESS OTHERWl!!E INDICATED. U. CONSTRUCT ALL CURVE TO CURVE ANO TANGENT LINES TO BE NEAT, TRIM, SMOOTH AND UNIFORM. V. CONSTRUCT ALL CONCRETE WITH A MlNIMUM COMPRESSIVE STRENGTH OF 2,l!IO0 PSI O 29 DAYS, UNLESS OTHERWISE INDICATED. W. PROVIDE THE OWNER WITH ALL WARRANTIES, GUARANTEES, ANO INSTRUCTION MANUALS FOR EQUIPMENT, Al'F'LIANCES, FIXTURES, ETC. AS DESCRIBED IN THE SPECIFICATIONS. FOR LANDSCAPE CONSTRUCTION PLANS, SEE SHEETS L 1.1 · L 1.5 (2 -6). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (26 -29). tt-o· MIN. It 1 1"•10' PLAN VIEW WARNING GROOVES -SECTIQIII 1/2"=1" 8.3% MM. I c51 .,., '·• LEGEND: 5'-0" MIN. 2%MAX. ,_-~ . . .. 1"=10' PLANVl'EW 112"=,·~o" CROSS Sl!CTION 1. CONCRETE PAVING PER PLAN ANO PER DETAIL 111, THIS SHBET 2. EXPANSION JOINT PER DETAIL A, THIS SHEET 3, B"CURB 4. FINISH GRADE 5. A.C. PAVING PER PLAN 6. WARNING GROOVES -REFER TO ENLARGEMENT Al!IOVI! HANDICAP ACCESS RAMP C PER PLAN LEGENII): 1. A[pJACENT CONCRETE PAVING, SEE DETAIL B, TH'IS SHEET. 2. EXPANSION JOINT PER DETAIL A, THIS SHEET 3. CONCRETE BAND 4. 1/4" TOOLED RADIUS 5. FINISH GRADE 6. (2) #3 REBAR, CONTINUOUS 7. #3 SLIP DOWELS@ 36' O.C. 8. PEDESTRIAN AREAS 95% COMPACTED SU!BGRADE -VEHICULAR AFIEAS TO BE 6" CLASS II AGGREGATE BASE -VERIFY W/ SOIL ENGINEER'S REPORT CONCRETE BAND P!R /l'LAN /In /l'LAN t1 ALIGN EXPANSION ---r' JOINTS WITH EDGE OF COLUMNS, TYP. • ., ----SECTION SCALE: N.T.S. LEGEND: <1 1. 1. CONCRETE MAINTENANCE STRIP WITH LIGHT BROOM FINISH ON ALL EXPOSED SURFACES 2. #3 REBAR, CONTINUOUS 3. 1/2" TOOLED RADIUS 4. FINISH GRADE ,. 5 5. 90% COMPACTED SUIBGRADE -VERIFY WI SOIL ENGINEER'S REPORT e. EXPANSION JOINT BETWEEN MOWSTRIP AND BUILDING, CONTINUOUS; SEE DETAIL A, THIS SHEET 7. WALL FACE 8. BUILDING GLAZING 9. #3 -16" LONG SLIP OOWILS AT 5' O.C. 10. CONTROL JOINT. SEE DETAIL A, THIS SHl!ET NOTES: A. INSTAUL CONTfllOL JOINTS PER PLAN B. WIDTH!OF MOWSTRIP MAY VARY AT BUILDING GLAZING AMAS. MAINTAIN MINIMUM 12'' WIDTH. C. SLOPE'MAINTENANCE STRIP 2% AWAY FROM BUILDING er----u PkANVIE~ SCALE: N.~$. A B ____ ___, 1 4' PEDESTRIAN , 8" VEHICULAR • IO ~ -t-:;:;:;:::::;t::;;;;:r"'"'7._-_-..;.-t...:;-'i;-::;:~:i:it.~t-: -·==~· :-:.-f.-ri-1-~ --. -, --111 • • J~• I.I/NJ LEGEND: 1 . CONCRETE PAVING -IIEFl!A. TO CONSTRUCTION PLAN FOR COLOR AND FINISH 2 exe11ox10 WWM 3. FINISH GRADE 4. PEDESTRIAN AREAS tie% COMPACliEO SUIIORADE -VEHICULAR AREAS TO 111!! 8" CLASS II AGGREGATE BASE -VERIFY W/ SOIL ENGINEER'S REPORT 5. 1/4" TOOLED RADIUS NOTES: A. PAVING THICKNESS, IAl!IE l'ffel"ARATION AND REINFORCING ARE SHOWN FOR BID PURF'OSES ONLY. VERIFY REQUIREME1'1TI OF THE SOILS REPORT AND COMF'l Y. 8. PROVIDE FINISH SAMPLE P'l:R !lPl!CIFICATIOf!JI. CONCRETE PAVING • • • • • • • • A. CONTROL JOINT (SCORSLINE) • .:I J ~ -4 • --• • 8. EXPANSION JOINT • 4 4 "' _II • • • C. COLO JOINT • • • • D. SAWCUT JOINT CONCRETE JOINTS, 2 LEGEND: 1. 118" RADIUS EDGE 2. PAVING FINISH SURFACE P!!fll PLAN 3. JOINT FILLER l"ER SPECIFICATIONS 4. l!IACKER ROD F'!!R SPECIFICATIONS 5. TWO.PART POL YUflll!TttANE SEALANT PER SPE:CIFICATIONS I. 1/2" DIA. X 12" LONG STEEL DOWEL @ 24" O.C., PAPER WAAF' ONE END NOTES: A. LOCATE JOINTS "!Pl SPECIFICATIONS UNLESS OTHERWISE INDICATED ON PLAN B. C. • SE/IILANT COLOR TO MATCH ADJACENT PAVING CONCfllETE Mt)( TO SE TYPE S 314" IF PAVING LESS THAN 4" THICI< 1" IF PAVING 4" THICK OR GREATER 0 CONCRETE MAINTENANCE BAND @ BUILDING APPROVED FOR PLANTING AND l~RIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. R I D G E LANDSCAPE ARCHITECTS 755 Rl!lintret Oriv&, Mt 300 C.n1bod, CA 92009 Toi 760 438 1002 Fax 760 4381155 www.ridgela.com REVIEWED BY: INSPECTOR DATE REVISIONS MUST BE APPROVED IIIY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR ANO DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. --:- i ' 1 '! ! ,. ••.. : ,1;i. ~ CITY OF CARLSBAD PLANNINe Dl!P,.P,, MOll!NT LANDSCAPE CONBTAUCTION OET AILS BRESSI RANCH LOT 40 L2.1 ' H I --------------------·-----------I I ; l-1 I I .1 I I I' . I I I I I' ' ' , I II DIAMETER PER PLAN . . . -111'-,,, 6• MIN. LEGEND: 1. GRANITE BOULDl!FIS 2. 90% COMPA¢1rED SURGRADE PER SOILS Fl!PO•FIT. 3. CONCRETE PAVING PER CONSTRUCTION PLAN. NOTES: DELIVER 1 ',2',3' DIA. ROCK SAMPLES TO THE SITE FOR REVIEW BY LANDSCAPE ARCHITECT PRIOR TO Dl!:LIVERY. BOULDERS . . : . ' . ' . . . ·. . . .. • .. ·' - . - , ._,. l''-1" 'NIDrH PER PLAN ~ ,.:::< ,'<,'0, ~ I =I II ffi ffi 111 ffi m--111 ~I I ITT m. '-" '" ">" 111 = I I ... 111:::::1 11 111 /, I 111 TIEi l'l----t 3 i' II • 1"@TURF APIEAS 2" @ SHRUB/ GROUND COVER AREAS LE!G:l!ND: 1. 4" THICK DECOMPOSED GRANITE PAVING REFER TO MATERIALS SCHEDULE, SHl!:ET L 1.1 2. ADJACENT CONCRETE PAVING PER PLAN 3. 10% COMPACTED SUBOP!ADE • VERIFY WITH SOIL l!NGINE!!R'S REPORT 4. 2 X 6 REDWOOD HEADERBOAFID 5. 1 X 3 X 16" REDWOOD STAKES@MIN. 5'-0"0.C. STAKES SHALL BE PLACED ON SHRUB/ OFIOUNDCOVER SIDE AND Sl!T BELOW TOP OF HEADERBOARD 6. FINISH GRADE! OF PLANTER/ TURF AFU:A DECOMPOSE GRANITE c1 R I D G E LANDSCAPE UCHITECTS 7M R:11ihtrN Oriv1, Suite 300 Carlsbad, CA 92009 Tel 760 4381002 Fax 760 4381155 w.ttN .ridgela.com I I , L.A. ~EVIEWEO BY: INS~ECTOR •AS-BUILT 11 1 DAT[ DATE G LEGEND: 1. ATRIUM ORA.IN 2. CONCRETE FOO'l'INO 3. (2) COATS A!ll"HAL'l'IC l!MULSION WATERPROOFING -4. #3 VERT. FIEBAR GI 1e" 0.C. 5. 90% COMPACT!O !Ul!GRADE e. EXPANSION JOINT P!FI DETAIL A, THIS SHf!ET 1. ADJACENT F'A\IINO PER PLAN e. #3 11:!!E!AFI, CONTINUOUS@ 12" 0.C. t. P .I .P. CONCRETE w.t.LL WITH 1" CHAMl'!R !00!!1!1. NOTl!S: · WATERPROOFING TO $1! Al"PLti!ID TO THE TOP OF THIE P\.ANTEl'I WALL. • SCORELINE ON WALL TO !IE TAKE TO FINISH SURFACE. 18" HT. P.I.P. SEATWALL FOR CONSTRUCTION PLANS, SEE SHEETS l 1. 1 -l 1.5 (2-6). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (2fi-29). A?PROV'ED FOR PLANTING ANO IRRIGATION ONLY, INCLUDING ?RECISE 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 l"LANNINCI DEPAIITMENT DATE IY OUC~IPTION REVl8ION8 I I I I I I I ' ' LANDSCAPE CONSTRUCTION DETAILS BRESSI RANCH LOT 40 DWN IY LA ,,o-,,.-. CHK0 IY RS FIELD IY CT05-07 I, 11 DMWIMINO. 435-3L L2.2 36 18 A6 0 <( A5 1.5" 1· 32 A4 1.5' i ' -- "' - PALOMAR AIRPORT ROAD . ----.-.---.---.--.-,,.-.-,.-,-.-:;,.-._.-.--.•. -.-.--... ,w.-... ,: ;_: ..... . ,· .. T ... , .. · :·--~-:~-:~-:-•~:::·:~·~':~.··.·•."•-J ... •.· .I J A c__c___j_! .----:.··.•".• .. ·.~---.. ·.-•.··.· ••. ·.~.~.·:·~.•,•.·•,~-:~_l_:~?-::::::_._;;:_::.;:_:L ... ~:.,. •" . . •··:·:·::··:·····:::r1J -. m .., '--....... :_:::··c 22 ~,·· -··-·W··--·. -, ,·.:" ,<:~ -··· -t·i'" • / , ' c://, / \ /~#/ \\ 5 r::J· I '( 2.'. 2.'.i.2.-'-I __ ;1_:::}_;,:i-:: ,.-, .. \1··· ., ' ., ' I I ,, ' ', ' ' ~-;, \ ,:,,;;;=cs"' ¥-HJ l,i,:~ . ~""·· i\7 t·dt.d,,_~ :~ . <o cc. ,J.;,, :/::;!: 1 ;'.~·~, .. -aa,:;::;;...•:;,~111'··•····1k· cdk,J;;;,;,f,.}9 ~•· ;!..-L.!\;~;:::; .. ;;;;· c.1.=°"' j ' 'rnt¥f:lr·~~:-37 'W 28 ii rr,.:-i i ti i !1 A3a 30 ' 1.5' r: ·1 u1• 'JJ'.11: }11· f: I : :: TJ ,/t·! ::.._ . ·---\•-~:-;,(··· ---/ ·, ~· ; I =. -.-;;. NOTE: CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING WITHIN THE DRIPLINE OF EXISTING TREES . NO MECHANICAL TRENCHING 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: 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 SHALL BE CONFIRMED IN FIELD WITH OWNER•S REPRESENTATIVE PRIOR TO COMMENCING WORK NOTE: ALL SPRAY HEADS ADJACENT TO BUILDING SHALL BE INSTALLED A MINIMUM DISTANCE OF 12" INCHES FROM BUILDING TO AVOID OVERSPRAY ONTO BUILDING OR WINDOWS. ALL LAYOUT SHALL BE CONFIRMED IN FIELD WITH OWNER'S REPRESENTATIVE PRIOR TD 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 CAR 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. NDTE: USE ADJUSTABLE ARC NOZZLES FOR ALL HEADS LOCATED IN AREAS WHERE A STANDARD ARC PATTERN OVER SPRAYS ONTO BUILDINGS. WALLS OR PAVING. ADJUSTABLE ARC NOZZLE SHOULD HAVE 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 TO LIGHT POLES, FIRE HYDRANTS. ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. WHEN A 180 DEGREE ARC HEAD IS LOCATED WITHIN 3 FEET OF AN OBSTRUCTION THE CONTRACTOR SHALL INSTALL TWO 90 DEGREE ARC · --· f. '.;' =. · · · '7 -t-.~·,····:····tt+;F ... ,, HEADS ANO 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 COMMENCING WORK. NOTE: ALL PIPING AND WIRE SHALL BE SLEEVED UNDER PAVING. ALL SLEEVES TO BE MINIMUM 2X DIAMETER OF PIPE SLEEVES. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MINIMUM 2-INCH DIAMETER WIRE SLEEVE SLEEVING TO EXTEND MINIMUM 12 INCHES BEYOND PAVING. 2· 17' . ~:!.'''"'.'o:¥1,.,-,,,0 "~:,,,,,".'.o::~_.,, -."-'!!'2'0:~!½.ct;:'.'~"!.~ 'L .. ..r--. \. S ,r 0 10 20 40 60 KEYMAP SCALE AND NORTH --- .Smith Consulting Architects 12220 El Camino Real Suite 200 San Diego California 92130 (858)793-4777 Fax (858l793·4787 \\Yi i1 ,-,,.-:;/ ..... , .. , )' /(/ R I D G E LANDSCAPE ARCHITECTS 755 Raintree Drive, S ... ite 300 Carlsbad, CA 92009 Tel 760 438 1002 Fax 760 438 1155 www.ridgela.mm ~ . 3' NOTE: IRRIGATION SLEEVES SHOWN FOR MAJOR STREET AND DRIVEWAY CROSSINGS FOR CLARITY ONLY CONTRACTOR SHALL INSTALL SLEEVING BELOW ALL PAVING. HARDSCAPE, ETC. AND AS DIRECTED BY OWNER•S AUTHORIZED REPRESENTATIVE. NOTE: BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING AND BUILDINGS FOR CLARITY ONLY. ACTUAL LOCATION TO BE WITHIN PLANTER BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER•s AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 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 EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE. FOR A TOTAL OF 20 FEET. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER ANO RECYCLED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. ASSURE THAT NO "RECYCLED 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 MAINTENANCE RESPONSIBLITY ALL PROJECT LANDSCAPE WILL BE MAINATINED BY OWNER FOR IRRIGATION LEGEND AND NOTES, SEE SHEETS L4.1 (17). FOR IRRIGATION DETAILS, SEE SHEET L4.2 -L4.3 (18-19). APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (26-29). "AS-BUILr ,J;4 L.A. REVIEWED BY: INSPECTOR EXP. 6/4,4, 1•J'\'tO DATE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER. ASST. PLANNING DIRECTOR ANO DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE IRRIGATION PLAN BRESSI RANCH LOT 40 APPR~~ ASSISTANT Pu\NNING DIRECTOR DWN BY _ _eJC:::,_ __ PROJECT NO. CHKD BY ____ R.=S __ FIELD BY CT 05-07 7-2Z-IO DATE DRAWINGI NO. 435-3L L3.1 _c u-> VI \ (N -r ~ 0 •h "' ..0 I I I I I I I ,I-. , I ,I r . ~--, <D LO <'"i _J 1-w w I Cl) w w Cl) w z I-- I I rr ' ·1 ,~ _J i5 )--~.,, :;; 9' . ' .. ' -------- Cl ....,, IW.OUARAll'OIII' IIOolD ., 1/ .,{ ,', ,. i' i.' 0 10 20 40 60 SCALE AND NORTH ·- "• '""-,, .. ~"'-~-':/.':'~; Smith Consulting Architects 12220 El Camino Real Suite 200 San Die-~o California 92130 18581793·4777 fax 18581793·4787 , J i 'i R I D G E LANDSCAPE ARCHITECTS i i ! ! ; !i i 755 Raintree Drive, Suite 300 Carlsbad, CA 92009 Tel 760 438 1002 Fax 760 438 1155 www.ridgela.com I / I ! / / i ; NOTE A, CONTRACTOR SHALL PROTECT IN PLACE EXISTING PERI MITER IRRIGATION, CONTRACTOR SHALL AOJUST THE ADJACENT DISTURBED EXISTING IRRIGATION SYSTEMS TO A LIKE NEW MANNER IN AREAS WHERE CONSTRUCTION DISTURBS THE ADJACENT AREAS. SAID IRRIGATION REPAIRS SHALL CONFORM TO CURRENT CITY 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 COMMENCING WORK. NOTE, CONTRACTOR SHALL PROTECT IN PLACE EXISTING PERIMITER IRRIGATION, CONTRACTOR SHALL ADJUST THE ADJACENT DISTURBED EXISTING IRRIGATION SYSTEMS TO A LIKE 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 COMMENCING WORK. NOTE, CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING WITHIN THE DRIPLINE OF EXISTING TREES. NO MECHANICAL TRENCHING 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 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 SHALL BE CONFIRMED IN FIELD WITH OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE ALL SPRAY HEADS ADJACENT TO BUILDING SHALL BE INSTALLED A MINIMUM DISTANCE OF 12" INCHES FROM BUILDING TO AVOID OVERS PRAY ONTO BUILDING OR WINDOWS. ALL LAYOUT SHALL BE CONFIRMED IN FIELD WITH OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE, MAINLINE SHOWN Wl17HIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" DFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. NOTE, ALL SPRAY HEADS ADJACENT TO PARKING STALLS CURBS WITHIN CAR 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. ADJUSTABLE ARC NOZZLE SHOULD HAVE 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 TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. WHEN A 180 DEGREE ARC HEAD IS LOCATED WITHIN 3 FEET OF AN OBSTRUCTION THE 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 FAMILIARIZE HIMSELF WITH ALL SITE CONDITIONS PRIOR TO BIDDING AND PRIOR TO COMMENCING WORK. NOTE, ALL PIPING AND WIRE SHALL BE SLEEVED UNDER PAVING. ALL SLEEVES TO BE MINIMUM 2X DIAMETER 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 DRIVEWAY CROSSINGS FOR CLARITY ONLY. CONTRACTOR SHALL INSTALL SLEEVING BELOW ALL PAVING, HARDSCAPE, ETC. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. NOTE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING AND BUILDINGS FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 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 EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECYCLED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. ASSURE THAT NO "RECYCLED 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 MAINTENANCE RESPONSIBLITY ALL PROJECT LANDSCAPE WILL BE MAINATINED BY OWNER. FOR IRRIGATION LEGEND AND NOTES, SEE SHEETS L4.1 (17). FOR IRRIGATION DETAILS, SEE SHEET L4.2 -L4.3 (18 -19). APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (26 -29). "AS-BUILT" \~~ L.A. µ'ff EXP. REVIEWED BY: INSPECTOR g1.yio DATE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D CITY OF CARLSBAD PI.J.NNING DEPARTMEN'f LANDSCAPE IRRIGATION PLAN BRESSI RANCH LOT 40 APPRO'C!-~ ASSISTANT PL'INNf~G DWN BY_~JC~-- CHKD BY __ R_S __ FIELD BY DIRECTOR PROJECT NO. CT 05-07 7-22-IO DATE DRAWINCI NO. 435-3L L3.2 ....c v.l lf\ I v.> r -OJ 0 -n ~ _S) KEYMAP 0 10 20 40 SCALE AND NORTH 60 Smith Consulting Architects 12220, El Caminq Real Suite 200 San Diego California 92130 18581793-4777 Fax 18581793-4787 R I D G E LANDSCAPE ARCHITECTS 755 Raintree Drive, Suite 300 Ccirlsbad, CA 92009 Tel 760 438 1002 Fax 760 4381155 www.ridgela.com NOTE A: CONTRACTOR SHALL PROTECT IN PLACE EXISTING PERIMITER IRRIGATION, CONTRACTOR SHALL ADJUST THE ADJACENT DISTURBED EXISTING IRRIGATION SYSTEMS TO A LIKE 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 COMMENCING WORK. NOTE: CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING WITHIN THE DRIPLINE OF EXISTING TREES. NO MECHANICAL TRENCHING 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. EXISTING IRRIGATION NOTES THE CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE EXISTING IRRIGATION AND PLANTING ON PROPERTY. ANY DAMAGE 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 BE 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. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, PROPERTY 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 CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING EXISTING IRRIGATION SYSTEM AS-BU IL 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 ALL EQUIPMENT LOCATIONS AND PIPE ROUTING SHALL BE STAKED IN FIELD FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. ALL LAYOUT SHALL BE AS APPROVED BY, LANDSCAPE ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. NO EQUIPMENT SHALL BE INSTALLED WITHOUT APPROVAL OF LAYOUT. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSTALLATION OF PROPOSED IRRIGATION EQUIPMENT AND RELATED EQUIPMENT, INCLUDING BUT NOT LIMITED TO R.C.V. CONTROL WIRES, ELECTRICAL WIRES, CONDUIT, REMOTE CONTROL VALVES, ETC. ALL LAYOUT AND LOCATIONS SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THE 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. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION OF ALL ADJACENT IRRIGATION 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. CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEM AS REQUIRED. SYSTEM SHALL PROVIDE 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. 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. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS TO EXISTING IRRIGATION, LANDSCAPE AND HARDSCAPE DAMAGED BY ROUTING NEW WIRES TO CONTROLLER AT NO ADDITIONAL COST TO THE OWNER 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. CONTRACTOR SHALL PROVIDE FOR THE IRRIGATION OF EXISTING PLANT MATERIAL THROUGHOUT 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. ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO THE EXISTING CONTROLLER SHALL BE RECONNECTED TO THE EXISTING CONTROLLER CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND UPON COMPLETION OF WORK. NO DISRUPTION OF EXISTING ADJACENT IRRIGATION SYSTEMS WILL BE ALLOWED COMPLETE AUTOMATIC OPERATION SHALL BE MAINTAINED FOR ALL ADJACENT EXISTING IRRIGATION SYSTEMS THROUGHOUT CONSTRUCTION. 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 COMMENCING WORK. NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING CONSTRUCTION. ALL ADJACENT SYSTEM SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION. MAINTENANCE RESPONSIBLITY ALL PROJECT LANDSCAPE WILL BE MAINATINED BY OWNER FOR IRRIGATION LEGEND AND NOTES, SEE SHEETS L4.1 (17). FOR IRRIGATION DETAILS, SEE SHEET L4.2 -L4.3 (18 -19). APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (26 -29). "AS-BUILr ,:__riJ4v L.A. ttdl EXP, 5"/4(/JI ' REVIEWED BY: INSPECTOR REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D CITY OF CARLSBAD PUNNING DEPARTMENT LANDSCAPE IRRIGATION PLAN BRESSI RANCH LOT 40 ASSISTANT PLANNING DIRECTOR DWN BY_~J~C __ CHKD BY_R_S __ FIELD BY PROJECT NO. CT 05-07 7-22--to DATE DRAWING NO. 435-3L L3.3 -.c 0 -f) r-J .J> --- GUIDELINES FOR RECLAIMED WATER USE The following guidelines are intended to provide the basic parameters for the use of reclaimed water in landscape irrigation. To operate your system in compliance with these guidelines you must 1. Irrigate between the hours of 10:00 p.m. and 6:00 a.m. only. Watering outside this time frame must be done manually with qualified supeNisory personnel on- site. No system shall at any time be left unattended during use outside the normal schedule, 2. Irrigate in a manner that will minimize runoff pooling and ponding. The application rate shall not exceed the infiltration rate of the soil. Timers must be adjusted so as to be compatible with the lowest soil infiltration rate 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 heads to eliminate overspray into areas not under the control of the customer. For example, pool decks, private patios, streets and sidewalks. 4. Monitor and maintain the system to minimize equipment and material failure. 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 presence of reclaimed water, and the fact that it is not approved for drinking purposes. Given the high turnover rate of employees in the landscape industry, it is important that this information be disseminated on an almost daily basis. It is you, the landscape contractor who Is responsible for educating each and every one of your employees 6 Obtain prior approval for all proposed changes and mod1f1cat1ons to any on- site fac1l1t1es Such changes must be submitted to, and approved by, the District Engineering office and designed In accordance with D1stnct standards Failure to comply with any or all of the above gu1del1nes puts your system In vIolatIon Of the District's Rules and Regulations and will result in termInatIon of service until the appropnate corrective steps have been taken ---- KEYMAP ' ' --- NOTE A: CONTRACTOR SHALL PROTECT IN PLACE EXISTING PERIMITER IRRIGATION, CONTRACTOR SHALL ADJUST THE ADJACENT DISTURBED EXISTING IRRIGATION SYSTEMS TOA LIKE 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 COMMENCING WORK. NOTE: CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING WITHIN THE DRIPLINE OF EXISTING TREES. NO MECHANICAL TRENCHING 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. ..... ..,..----- 27 B6 0 10 20 40 SCALE AND NORTH 60 Smith Consulting Architects 12220 El Camino Real Suite 200 San Diego California 92130 (858)793·4777 Fax (858)793-4787 R I D G E LANDSCAPE ARCHITECTS 755 Ramtree Drive, Suile 300 Carlsbad. CA 92009 Tel 760 438 1 ~02 Fax 7604381155 www.ridgela.com FOR IRRIGATION LEGEND AND NOTES, SEE SHEETS L4.1 (17). FOR IRRIGATION DETAILS, SEE SHEET L4.2 -L4.3 (18 -19). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (26 -29). "AS-BUILr ,:;;~J-4) fo/to DATE EXP. 5/i(/J/ REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. "--REFER TO NOTE "A" ABOVE MAINTENANCE RESPONSIBLITY ALL PROJECT LANDSCAPE WILL BE MAINA TINED BY OWNER. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE IRRIGATION PLAN BRESSI RANCH LOT 40 REVIEWED BY, APP~VED._, A ti ~-l--+-------------+--~-~~c-.-L/L.._--~~"-------7--2Z-IO 1--+--+-----------------1---1 ASSISTANT PLANNING DIRECTOR DATE DATE BY DESCRIPTION INSPECTOR REVISIONS APP'D DWN BY_...:Jc.:cC:.__ CHKD BY_RccSc.__ FIELD BY PROJECT NO. DRAWINGI NO. CT 05-07 435-3L L3.4 - J: oJ J\ I v' r --- w hJ I ': I I' I ' =~1f I ; I ; • ,::~!' [+j' ,~-' 1h :, ';j) tit , ii':li'.;OWAt;,: -•~::i:-<i:~~'~ I ,: '' ,'I l I\IUllMAll'OIII' new, /[LC:,~~ 1i•i·1 ' ~ .·,·. ··,4) ·----. '··-----. \.~ \ _.,-·· A3 1 1 1. 1070' B2 1.5" KEYMAP @ -" "!, :·" >_\,, '·"··. ' " 34 ·-J 0 10 20 40 A15 1.5" SCALE AND NORTH 44 60 Ill A14 9 900' ,· Smith Consulting Architects 12220 El Camino Real Suite 200 San Diego California 92130 1858)793-4777 Fax 1858)793-4787 NOTE A: POINT OF CONNECTION IS A 2" RECYCLED WATER IRRIGATION METER WITH A 2" SERVICE LINE. STATIC WATER PRESSURE DESIGN WATER PRESSURE MAXIMUM SYSTEM DEMAND RESIDUAL PRESSURE NOTE B: 101 PSI 87 PSI 45GPM 14 PSI CONTROLLER "A" SHALL BE RAIN MASTER EVOLUTION DX2-48, 4B STATION CONTROLLER ASSEMBLY INSTALLED IN STAINLESS STEEL ENCLOSURE, SEE LEGEND FOR TYPE. NOTE C: CONTROLLER "B" SHALL BE RAIN MASTER EVOLUTION DX2-48, 48 STATION CONTROLLER ASSEMBLY INSTALLED IN STAINLESS STEEL ENCLOSURE, SEE LEGEND FOR TYPE. NOTE A POINT OF CONNECTION SHALL BE A 2" RECYCLED WATER IRRIGATION METER WITH A 2" SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY 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 SYSTEM DEMAND RESIDUAL PRESSURE NOTE B: 101 PSI 87 PSI 45GPM 14 PSI CONTROLLER "A" SHALL BE RAIN MASTER EVOLUTION DX2-48, 48 STATION CONTROLLER ASSEMBLY INSTALLED IN STAINLESS STEEL ENCLOSURE, SEE LEGEND FOR TYPE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK NOTE C: CONTROLLER "B" SHALL BE RAIN MASTER EVOLUTION DX2-48, 4B STATION CONTROLLER ASSEMBLY INSTALLED IN STAINLESS STEEL ENCLOSURE, SEE LEGEND FOR TYPE FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. CONTROLLER ASSEMBLY LOCATION NOTE: CONTROLLER LOCATION SHOWN ON THIS DRAWING IS APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT THE CONTROLLER LOCATION FOR REVIEW AND APPROVAL BY THE OWNER PRIOR TO INSTALLATION OF THIS EQUIPMENT. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ELECTRICAL CONNECTION FROM 120 VOLT POWER SOURCE TO THE CONTROLLER AND ALL WIRE CONNECTIONS FROM ALL VALVES AND APPURTENANCE 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 THE CONTROLLER SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF CONTROLLER REQUESTED BY THE OWNER SHALL 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 BACKFLOW PREVENTER EQUIPMENT LOCATION NOTE: BACKFLOW PREVENTER LOCATION SHOWN ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT THE BACKFLOW PREVENTER, AND ALL IRRIGATION APPURTENANCE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF THIS EQUIPMENT FINAL LOCATION AND EXACT POSITIONING OF BACKFLOW PREVENTER AND ALL IRRIGATION APPURTENANCE SHALL BE DETERMINED BY THE OWNER MINOR MODIFICATIONS OF THE BACKFLOW PREVENTER, AND ALL IRRIGATION APPURTENANCE AS REQUESTED BY THE OWNER SHALL 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 REVISION AT NO CHARGE. VALVE LOCATION NOTE: ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT E.ACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF ALL VALVES. FINAL LOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVES AND ISOLATION VALVES SHALL 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 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 IN GENERAL, UNLESS OTHERWISE DIRECTED BY OWNER, ALL VALVES SHALL BE INSTALLED THREE FEET FROM EDGE OF HARDSCAPE, WALK OR CURB IN SHRUB PLANTING AREAS. MAINTENANCE RESPONSIBLITY ALL PROJECT LANDSCAPE WILL BE MAI NATI NED BY OWNER FOR IRRIGATION LEGEND AND NOTES, SEE SHEETS L4.1 (17). FOR IRRIGATION DETAILS, SEE SHEET L4.2 -L4.3 (18 -19). APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. R I D G E LANDSCAPE ARCHITECTS 755 Rainlree Drive, Suite 300 CarlSbFld, CA 92009 Tel 760 4381802 Fax 7604381155 www.ridgela.com FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (26 -29). ·As-BUILr ,:;/;./~ ~!7/co L.A. llA1 EXP. s.a(l:1, REVIEWED BY: INSPECTOR REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D I ~~n II CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE IRRIGATION PLAN BRESSI RANCH LOT 40 APPROVE DWN BY _ _,_,JccCc-_ CHKD BY __ R_S __ FIELD BY PROJECT NO. CT 05-07 DRAWIN<li N0. 435-3L L3.5 - .J: vJ (/\ • .------------------------------------------------------------------------------------------------------------* ··1 RECYCLED WATER PLAN NOTES 1. All -"' th•H be doM in acoon!a-wl1ll1 tho City of Coriabld'I RUIN and Regui.Hona. 2. Drinking wmr founllli no and dnignated outdoor eating areu shall be proteotad against oorllact with recycled w-op ray, mlet or runoff. 3. 19..t m■n•g<>m•nl pr■otl-ohaH be uNd to elimlnalo or oontrol to the beet poesible; ponding, run-OIi, ovar-apray and milltlr,g. 4. Ho•• bibbl are striotly prohlblttd. 5. Cron -connoctiono balWeen recycied Mier 11nH end polllbi. -r ilnH are lllrtolly l)l'(lhlblbtd. e. No tiJHlitutlona of pipe mlll1rial1 will be allowed without prior appmval of Iha Cily of Carlsbad. 7. All r1111inlln1 pipe shall have warning 191'"' per Iha City ofCarllll8d's RUies and RegLJallona. I. Houra for irrigation with recycled water aro from 10:00 p.m. lo e:oo a.m. Tho hours for irngotionwilli dlsin!eOhld 1"rtiary recyOled water mey •• modl~ed by tho 10011 authority. ln1getlon during public ul8 p- with disinfected tertiary recyclod water shall be under the oupervllion of the -ignlllod user supervioor. Irrigation with -r of a IHMr quality than dilln!eclld tertiary recycled waler ohall bo between Iha hours of 10:00 p.m. and 6:001.m. 9. llurial of all wiri•ng and pljM shall ,,_,,. City of Cwl1ba(l'a RulH •rwl Regui-. 10. Non--gnalld ""' areas aha ii ba prolaclld from contact with racycted-. whither by Windblown spray or by direct application through irrigation or other UM. Lack of protection, whether by design, construction praolioe or system operation, is alrlctty prohibited. 11. Irrigation 11•-shall be reiocalod or a<IJuoled to minimiu or ollmlnate over-spraying on 1idaw11~1. ~s and non-dMignat9d UH areas. 12. Recycled watsr quick ooupling v•l-lhall be of a type~ b' un on recyci.d wn dlstribullOn 1y91ema per tho City of Carlsbad'I Rul .. and Regulallons. 13. All appurtenanoes (oprinkler heeda, vatvo boxes, etc.) on recycled -r systems shall be color-coded purple per AWWA guidelinll and Ssctlon 11 ee15 of Iha Califomia Health and Safety Coda. 14. All 1,rrtgalion pipe ohall ba 1tencii1d with tha warning "Non-Potable or Recycted Watef', COior oodad (purple) and laid with the warning lape and stenciling oriented toward the lop of tile trench per tho City of Carlsbad's RUIN and Ragullllcna. 15. On~ on-alte 1yllem1 (poet mmr), potable -r. --pranure reeyCladwaterond -rltnea 1hail be placed • minimum of four foet apart er ea directed by the project engi-r and/or regulatory ogency. Mearsuremant, shall ba betweftn ftlcing 1urfac:e&, no pipe oantar lines. 1e. Conant pr911uro recycled wllllr 11n11 ■hall cro•• al I-twelve in-blioW polllbleWlller llnell end maintain al l ■■at twelve inchea croolling -l'l!ltlon between other ulllitiH. 17. If a conslllnt prnauro recycled waler Un• shall be inalaHed above I patal)le water I ine or 1911 than twelve inct,es below a potable water line, then tht recycled watsr llneohell be lnatalled within aM approved proteotlve sleeve as per the City of Carlsbad's Rul• and Rogulllions. 1 e. Oovaioper/Contr■ctor 11Wil oonduct • crON-oonnoction IHI and_.,. IHI III dtrectad by the City of Cariobed and/or lhe San Diego County Department of Environmental H18llh prlor to any u1e of recycled water. 19. The required crou-connectlon lntpactlon oi'lttli be dons by eilher tho Canobld Waler Dllllndl and/or Iha San DleQo County Depertmenl <If Environmental Hsallh. Gopin of inapeoll01'1 reports will be forwarded to tihe non-inapleling party. 20. Th,o dlolgn propo&ed for recycled -r "De Not Drink" signs shell bl pleOlid as directed by tho City. 21. A physical separation shall be provided belwoen adjacent ■reu irrlga1"d with recycled water arid polable water. Separation ahall be provided by di1tance, concrete mow atrips or other approved methods. 22. All pr911uro m■inllne pipe from Iha recycled wO!ler ayotem _, bl illltattld b:I maintain 110 foot minimum horizontal separation from 111'1 potabte water p·ipe. Where recyded and potabl• watar pressure mainline pipe cross, tho recycled water pipe ohall be inotailed below the potable water crossing in a cl 200 purple pvc sleeve which extends a minimum of 5 feet on either 1id1 of the potable water pipe. Provida a minimum vertical cloranee of 12 inches. 23. Conlacl the City's Oflloe -day• prl,or to 1M irripti<,n ""'""'' -..,d a,r■MII" • wall< tt'lrougl'I of the oyatem. Failure to oomply with any or ail <If tho -guidelines puts your ayetem in violation of the Di1tr1cr1 fltuln and Regulations, and wUI r11utt In lermination of NNioe until th• approprlatte corrective steps have been taken IYMIIOL MANU'ACT. MODEL NO./ DESCRIPTION 1 2 3 4 5 6 7 e 9 10 11 12 13 14 15 I l'RRIGA TION NOTES ALL LOCAL MUNICIPAL AND STAl'E LAWS, F!ULES AND REGULATIONS GOVERNING OR RELATING TOANY 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. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES ANO SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELO CONDITIONS SHALL BE! REPORTED TO THE OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHrrECTURAL PLANS BEFORE BEG INN ING WORK. THE CONTRACTOR SHAJ.L OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INl!JICATED HEREIN BEFORE BEGINNING WORK. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS 18 FOR DESIGN CLARITY ONLY AND '18 TO BE INSTALLED WITHIN PLANTING .O.REAS. THE CONTRACTOR SHAI_L NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT 18 OBVIOUS IN THE FIELD THAT UNKNOWN CONOIITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL Bl BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPl'tESENTATIVE PRIOR TO ANY WORK OR THE ll~RIGATIQN CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL i!!E RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. ACTUAL LOCATION FOR THE INS'fALLATION OF THE AUTOMATIC CONTROLLER IS TO BE DE!TERMIN!O IN THE FIELD BY THE OWNER'S AUTHORl;~ED REPil!ESENTATIVE. CONTRACTOR IS TO PROVIDE ONE ADDITIONAL PILOT WIRE FROM CON1ROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVEF!Y LEG OF MAIN LINE. LABEL SPARE WIRES AT 80TH ENDS. ALL PIPE AND I OR WIRE UNDER PEDESTRIAN PAVING AREAS TO BE INSTALLED IN A PURPLE P!SCYCLEO WATER rove 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. BO SLEEVE THREE TIMES THE DIAMETER OF THE PIPE OR IIVIRE 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. 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 HAROSCAPE. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES ANO 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. THE CONTRACTOR SHALL USE JROPER GROUNDING TECHNIQUES FOR GROUNDING THE CClNTRdLLER ANO RELATED EQUIPMENT PER MANUFACTUR~RS SPECIFICATIONS. RIDGE LANDSCAPE ARCHITECTS RECOMMENDS MEASURING FOR PROPER GROUND AT L!cAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. INSTALL POP-UP SPRINKLERASSEMl!!UES WITHIN 10-FEET OF ALL PEDESTRIAN USE AREAS. INSTALL CHECK VALVES AS NEEDED lO PREVENT LOW HEAD DRAINAGE. I I IRRIGATION MATERIAL LEGEND GPM PSI DETAIL NOl!IYMBOL AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) K,L,M NO!IYMIIOL 3M NO!IYM90l A!IAPl'ROVED NO!IYMIIOL T. CHl'ltSTY'l!I NO SYMBOL AS APPROVED NO l!IYMIIOL Al APPROVED NOl!IYMIIOL ASAF'PROVED ~ RAIN BIRO RAIN EIIRD -L-RAIN BIRO NOl!IYMl!OL RAIN EIIRO <t> NETAFIM RAIN BIRD ® AS AP1"ROVED 11>1111"• AS APPROVED Dt1Y OIRECT !IUl'ltAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS RECLAIMED WATER SIGNS, INSTALL QUANTITY ANO LOCATIONS PER CITY REQUIREMENTS RECLAIMED WATER VALVE I.D. TAG INSTALL WITHIN l!ACH VALVE !!OX TYP. ALL VAL VE BOXES SHALL !IE PURPLE COLOR CODED AND MARKED AS REQUIREO ALL VALVES SHALL HAVE RECLAIMED WATER ID TAGS INSTALLED AS REQUIRED I CONTROLLER SHALL HAVE RECLAtMl!:D WATER PLACARDS INSTALLED AS REQUIRE1b XCZ-100-1!-COM-NP-HAN, 1' SERIES, COMMERCIAL CONTROL ZONE KIT DRIP VAL VE issEMl!LY, ASSEMBLY INCLUDES RAIN BIRD PESB-R RCV, 200 MESH STAINLESS STEEL SCREEN BASKET FILTER AND RAIN BIRD PRESSURE REGULA TOR LD-l'-Oli-12 F'URPLE DRIP TUBING W/ .92 GPH EMITTERS 12" ON CENTER, INl5TALL TU~ING ROWS A MAXIMUM OF 15" APART IN SHRUB AREAS. ALL TUSING SHALL BE INSTALLED 3" BELOW FINISHED SOIL GRA[i)E W/ 9" WIRE STAKES FIVE (5) FEET ON CENTER; VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR lrO STARTING WORK MDCFEL or MOCFTEE W/ MOCF7SF1'T FITTING FOR CONNECTION BETWEEN PVC LA,iERAL LINES AND DRIP TUBING ALL CO'NN!CTIONS IIETWleEN DRIP TUBING SHALL SE MADE USING "RAIN BIRD EASY FIT" FITTINGS PROVIDE A NEtTAFIM TECHLINE TLO!IOMP'V-1 AUTOMATIC FLUSH VALVE AT ENDIMIOOLE OF DRIPLINE 314" PCV FLUSH MANIFOLD LINE, INSTALL FLU$H VALVE INSIDE ASEPERATE ROUND VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL MIN. ONE FLUSH VALVE PER 1000' OF TUBING IN EACH DIRECTION ON DRIPLINE FLUSH MANIFOLD. INSTALL 18" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. ARV-100 AIRNACUUM RELIEF VAL VI!! INSTALLED WITH A FT-Ol50 CONBINATION TEE ANO A 3/4" X 1/2" REDUCER !!USHING, INSTALL AIR RELIEF ASSEMBLY INSIDE A 6" ROUND VALVE BOX AT THE HIGH POINT OF EACH PLANTER, MINIMUM ONE ARV PER 500' OF DRIPLINE. USING AIR RELIEF LATERAL, CONNECT AIR RELIEF VALVE TO ALL ORIPLINE LATERALS WITHIN THE ELEVATED AREA. MULTIPLE ARV'S SHALL BE REQUIRED PER RCV WITHIN UNDULATING AREAS, VERIFY QUANTITY PRIOR TO STARTING WORK, INSTALL VALVE BOX 18" FROM PAVING AND AT HIGH POINTS OF PLANTER AREA. INSTALL ALL AIR VACUUM RELIEF EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. RECYCLED WATER. SIGNS, INSTALL QUANTITY AND LOCATIONS P!R PER THE CARL~BAD MUNICIPAL WATER DtSTRICT ANO SAN DIEGO WATER RECYCLING REQUIREMENTS 1 FIR.e HYDRANT PER CIVIL ENGINEER'S SHEETS • ALL EQUIPMENT SHALL COMPLY WITH CARLSBAD MUNl•CIPAL WATER OIBTl'ltCT CYCLED WATER REQUIREMENTS FOR RECYCL!D WATl!R I I I I I I I I[ I I ! I M N NIA N/A J Q R,S,T R,T R U,T V,T N NIA SYMBOL Q T H F MANUFACT. b. .... _,±._ RAIN BIRO ~ ~ 4' • RAIN BIRD b Ill> ,, w RAIN BIRD D 0 8 + RAIN BIRD ~ ~ ~ ■ RAIN BIRD 6 wl RAIN BIRD ... ... .... RAIN e1RO <11 {9 e 0 RAIN BIRO ~ " e • RAIN BIRO ~ ~ e • RAIN BIRD 0 0 0 + RAIN BIRO "' ... • RAIN BIRO ... RAIN BIRD ~0! HUNTER (9'@) HUNTER @® HUNTER OJ) CID HUNTER @ @ HUNTER @ P.O.C. !!el WILKINS leJ WILKINS IS] HAYWARD ISZl SUPERIOR [Ej RAIN MASTER -MATCC • RAINBIRD @ NELSON m HYDROSCAPE NO SYMBOL HVDROSCAPE W.C.S. !El NIA AS APPROVED --AS APPROVED NO SYMBOL AS APPROVED -AS APPROVED IRRIGATION MATERIAL LEGEND MODEL NO. / OESCR.IPTION 1805-SAM-PRS POP-UP TURF HEAD WI RAIN BIRD 5-Q/T/H NOZZLES WITH N.P. CAF' 1805-SAM-P'RS POP-UP TURF HEAD WI RAIN B'IRO 8-Q/T/H/F NOZZLES WITH N.P. CAf' 1805-SAM-PRS POP-UP TUR.F Hl!'AD WI RAIN BIRD 10-Q/T~ NOZZLES WITH N.P. CAP 1806-SAM-Pl'lS POP-UP TU1'!F HEAD W/ RAIN BIRO 12-Q/T/H/F NOZZLES WITH N.P. CAP 1806-SAM-F'l'IS POP-UP TURF HEAD W/ RAIN BIRO 15-Q/T/H/F NOZZLES WITH N.P. CAP 1806-SAM-F'l'lS 15EST/15SST POP-UP lURF HEAD WITH N.P. CAP 1812-SAM-FIRS POP-UP SHRUB HEAD W/ RAIN IIIRD 5-0/T/H NOZZLES WITH N.P. CAI' 1812-SAM-PRS POP-UP 15HIWll lliEAD WI RAIN IIIRD 8-Q/T/H NOZZLES WITH N.I•. CAI' 1812-SAM-PRS POP-UP SHRUB JliEAD W/ RAIN IIIRD 10-Q/T/HIF NOZl!LES WITH N.P. CAP 1812-SAM-PRS POP-UP SHFl!UB IH-EAD WI RAIN BIRO 12-Q/T/HIF NOZl!LES WITH N.P. CAP 1812-SAM-PRS POP-UP SH"UB HEAD WI RAIN BIRD 15-Q/T/H/F NOZl!LES WITH N.P. CAP 1812-BAM-PRS 15EST/15SST/15¢ST POP-UP SHRUB HEAD WITH N.P. CAP 1805-SAM-PRS POP-UP IIUIIIILER HEAOW/ RAIN BIRO 5FB/5CST-PCS-040 NOZZLES, USE 5F-B NOZZLES FOR PLANTERS WIDER THAN 21/2', USE 5C!lT-B NOZZLES FOR PLANTERS LESS THAN 2112' WITH N.P. CAP NOTE: OPM .20, .:ID •. 40 .28, .38, .52, 1.05 .38, .112, .711, 1.57 .16, .17, 1.3, 2.9 .13, 1.23, 1.8!3, 3.70 .81,1.21 21), .30, .40 :it, .se, e2, .1.06 .:Ill, .$2, .7'11, 1.57 .ea, .,1, 1.3, 2.e I .93, 1!.23, 1.86, 3.70 .81, 1•.21, 1.21 .44) ALL SPRAY HEAD BODIES SHALL HAVE FIELD INSTALLED RECYCLEO WATER IDENTIFICATION i!IOOY CAjll # 11100 NP COVER PGJ-12-A-V•R WI NOZZLES . 75/1.0/2.0 HIGH POP SHRUB ROTOR HEAD PGH-ARVl38V WI NOZZLES 01104/06 HIGIH POP SHRUB ROTOR HEAD PGH-ARV/311\1 WI NOZZLES 03/0!l/08 HIOH POP SHRUB ROTOR HEAD PGH-ARV/3SV WI NOZZLES 04/0!l/09 HIOH POP SHRUB ROTOR HEAD PGH-ARV/39V WI NOZZLES 05107/10 HIGH POP SHRUB ROTOR HEAO . 7S, 1.0, 2.0 .1111), 1.4, 2.4 UI, 1.1, 3.7 1.-4, 2.4, 4.9 1,e, ~.o, e.o PSI 30 30 30 30 30 30 30 310 30 30 30 30 30 40 40 40 40 40 NOTE: • I NOZZLES NUMBERS WITHIN THE ROTOR HEAD SYMBOLS 00 NOT !EXACTLY CORRESPOND TO THE HU11J+l!:R NOZZLE NUMBERS. NOZZLE NUMBERS FOR QUARTER, HAL~. AND FULL HEADS ARE SHOW WITHIN THE HEAD MODEL NUMBER AS SHOWN IN THE LEGEND. 2" 1RECYCLEO WATER MET!!R WITH A 2' SERVICE LINE, VERIFY Stzl!, PRESSURE AND LOCATION IN Fil!Ld 975XLS SERIES, 2" REDUCED Pii:ESSURE BACKFLOW PREVENTION ASSEMBLY 500HLR 2" PRESSURE REGULATOR, INSTALLED AS PART OF l!IACKFLOW ASSEMIIL Y MODEL #72 l!IASKET STRAl'NER, 2" SIZE!, WITH FLANGED CONNECTIONS, ANO 80 MESH FIL TEjlt ELEMENT 3200-R SERIES 1-112" NORMALLY CLC$ED, RECYCLED WATER, MASTl!RCONTROL VALVE FS-150, 1-1/t" FLOW SENSOR, INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND WIRE TO CdNTAOLL!R 1!1-4 !!UTTEPIFLY VALVE WITH e,.LTCl<I LATO! NUT AND !!4-l'ND IND!!X PLATE, MATCH MAINLINE SIZI! PESB-R-NPJHAN (1" OR 1-1/2'') SERIES, RECYCLED WATER, PLASTIC REMOTE CONTROL VALVE, SIZI!! All'SHOWN 7646, 1' N0N-POTA8LE, QUICK COUPLER VALVE WITH PURPLE LOCKtNG COVER HS5-0XBP-49,41-DX03,0XO~HSRSE-DXI PROMAX, RAINMASTER EVOLUTION OX2 CONTROLLER A$SEM!I.¥, WITH TWO RAINMASTER EVCllUTION, OX2-48, 48 STATION IRRIGATION CONTROLLERS, INSTALLED WITHIN STAINLl!SS STEEL l!ACK-TO BACK CONTROLLER ENCLOSURE, AS PART DI' ASSEMBLY, FOR FURTHER IN~ORMATION CONTACT ERIC ANDERSON AT HYDRO-SCAPE (858) 5$0-6e11 PMRKIT PERMANENT MOUNTEb REMOTE RECIEVER KIT RAIN SENSOR, PIGIPIG-VR, MOUNT TO REAR OF !NCLOSU~ AND \'VIRE TO CONlROLLEl't, INSTAILLEO JHillll VANDAL RESISTANT STAINLESS STl!EL ENCLOSURE 120 VOLT ELECTRICAL POWER,! PROVIDED l!IY ELECTRICIAN, VERIFY AC1'UAL LOCATION IN Fll!LCI PURPLE RECYCLED WATER PVC PIPE 314" -2'' SCH. 4QAS LAT~ LINES 12" BELOW GRADE PURPLE RECYCLED WATER PVC Pli>l 2" -3" CLASS 315AS MAINLINES 11!"-24" BELOW GRADE, SEE Ol!T-'ll FOR COfltR.ECT DEf>TH ALL MAINLINE SHALL HAVE CON!CREtl! THRUl!IT BLOCKS INSTALLED P'ER DETAIL ! ·,:M' 'll'"il ',·f ·i RADIUS 5FT 8FT 10FT 12 FT 15 FT 4X15 FT 4X30 FT 5FT SFT 10FT 12 FT 15FT 4X15 FT 4X30 FT 3FT 1! FT 25FT SOFT 35FT 40FT PURPLE RECYCLED WATER PVC PIP! SCH. 40 A!! SLeEVING UNDE!R PEDESTRIAN PAVING, lWla£ ,. ... OIAM!!TER OF l'IP'E OR WIRE euNDLE CARRIED. PVC PIPE SCH. 80 AS SLEEVING UNDER VEHICLE PAVING, THREE TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. LATERAL SLEEVE DEPTH UNDER VEHICLE PAVING= 30", LATERAL SLEEVE DEPTH UNDER PEDESTRIAN PAVING= 12", MAINLINE/ WIRE SLEEVE DEf>TH UNDER VEHICLE PAVING• 30", MAINLINE /'WIRE SLEEVE DEPTH UNDER. PEDESTRIAN PAVING• 18" ~-----ICONTROLL!R ~----VALVE NUMBER JO --G:i>.M. RADIUS '-----',JALVE Sil! DETAIL A A A A A " A A A A A A A A A A A A I! II C 0 E , G,I H,i J NIA J K K,0,P w L FOR LANDSCAPE IRRIGATION PLANS SEE SHEETS L3.1-L3.5 (12-16). FOR LANDSCAPE IRRIGATION DETAilLS SEE SHEETS L4.2-L4.3 (18 -19). FOR LANDSCAPE SPECIFICATIONS SEE SHEETS L7.1-L7.4 (26 -29). APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. R I D G E (ANDSCAPE ARCHITECTS 7!!1Ntaintrae Drive, Suite~ Carlsbad, CA 92009 Tel 780 4381002 Fax 760 4381155 WMY.ridgeie.com 11 L.A. REVIEWED BY: INSPECTOR •AS-BUILT DAT£ DATE REVISIONS MUST BE APPROVED SY PUIILIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE IY 0£$C~IPTION R~SIONS ! ' AP~'D CITY OF CARLSBAD PLANNING Dl!PAlffMENT LANDSCAPE IRRIGATION LEGEND & NOTES BRESSI RANCH LOT 40 Af'PROVE ASSISTANT PLANNING DIRECTOR OWN IY J PAC¼_,,. NO. 11 RS CMKD IY CT 05..()7 FltLD 11'1' wuaua NO. 435.31. L4.1 .-------FIN'l&Hl!O GPll\O•I! IN TUll:F AREAS -----PLASTIC 11:!CTANGULARVALVE BOX WITH BOLT DOWN COVER. USE STAINLESS BOLT, NUT, ANO WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BftAND "FS" ONTO LIO. FLOW SENSOR, SEE LEGEND FOR SPECIFICATION FINISHED GRADE IN SHRUB AREAS :::;.......-24" WIRE LOOP WITH WATER PROOF WIRE CONECTORS USE RED AND BLACK COLOR WIRES WITH STRIPE i;::im~~:.....--wARNING PLASTIC TAG "RECYCLED W,._TER -DO NOT DRINK" IN ENGLISH AND SPANISH PVC MAINLINE PIPE PER SPECISIFICATION "'--~-I"-..;::.,=><.: ~IL:,,_◄----4'?<6" BRICK SUPPORTS (4 REQ.) '--------LANDSCAPE FA!lRIC '----------314" l'tOCK, 2 CUBIC FT. '-----------------PVC WltNI.INI PIPE TO MASTEi': V.O.LVI PER SPECS . .o.ND PLAN. NOTE: INSTALL FLOW 91!N!IORA8 PER. THI! MANUFACTUl't.l!R'S l't.!COMMl!'NDATIONS, Wll'tE TO IRRIGATION CONTROLLER. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE D•EPTH ON THE DOWN-STREAM SIDE OF THE FLOW SENSOR. SECTION VIEW. N.T.S. ® FLOW SENSOR ~ew LEGEND I I I I I I L _____ J 1.CONTRO!.LER ENCl.08UtllE. 2.0PTIONAL PEOEST .O.L. S.POURED CONCRETE BAM.-I" 5.0lll!ECT !!WUAL CONTROi. WIRES TO CONTROL VALVES. 8.Fl'NISH GRADE. MIN. THICKNESS· EXTENDS" BEYOND OUTSIDE DIMENSIONS OF ENCLOSURE WITH 1/2% SLOPE FOR DAAINAGE. 7.CONTROLLEl't SUII-.O.SSEM9LY (CSA) INCLUDES GFI & TERMIN.0.L STRIPS WITH PLACARDS I.AUTOMATIC CONTROLLl!R. 4.P\IC LONG SWEEP ELL· USE ONE 1.120-VOL T !!ERVICE IN CONDUIT. SWEEP ELL PER CONTROI..L.ER. ffCTION VYl!W -N.T.S. @ HYDROSCAPE CONTROLLER ASSEMBLY METER BOX WI METER ----- SIDEWALK----~ CURB---- ,._PPROX. 8'' POTABLE SERVICE LINE 10' MIN. TO POTAILE MAINLINE IN STREET 12" M1N. Rt!CYCLEO WATl!R IMIOATtON MAINLINE W/ !ILl!l!VE NOTE: VERTICAL CLEAAANC!! Of' 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF POTABUE WATEPt LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FFIOM FACE OF SIDEWALK IWLL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. -N.T.S. @ POTABLE SERVICE LINE CROSSING STFll!!ET SUFll'ACE ---- w/))jw)4}/J))t))k/1;uJ»/4??#MJJ?i#f™ POT ... SLE SERVICE LINE ----3 5 Fl!!ET (SEE IM"1'tOVEMENT DRAWINGS) \ 12" M1NIMUM REOUIR!D VEl'tTICAL SEPARATION RECYCLED WATER IFIRIGATION --------•. MAINLINE W/ SLEEVIE 'g/ NOTE: ALL RECYCLED WATl!'!II: IFIRIGA TION l"IPI! .O.NO SLl!£Vl!S SHALL BE PURPLE AND LA.BLED AS SPECIFIED IN: "STANDARD SPECIFICATIONS FOR PRIVATE ll't.l'IIGATION SYSTEMS" "CARLSBAD RELAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS", OCTOBER 1993 ®POTABLE MAINLINE CROSSING rr 1 ----PLASTIC RECTANGULAR AL VE BOX WITH BOLT DOWN PURPLE COVER USE ST ... INLESS B LT, NUT, AND W,._SHER. FINISHED GRADE IN TUl'tiAR!AS 11 I" ·1 I I~ W-w-1 !Il---cffi Wmilln- BOX TO BE PLACED AT RI HT ,._NG LE TO HARDSCAPE EDGE. HEAT BRAND "Ml/",ONTO LID. W.STER CONTROL VALVE, SEE LEGEND FOR SPEC. ARNING PLASTIC TAG "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH FINISHED GRADE IN SHRUB AREAS ,-...L,,'\\ilJ.!,~,i:;:;;;~+-24" WIRE LOOP WITH WATER PROOF WIRE CONECTORS USE WHITE AND FIED COLOR WIRES WITH STRIPE c~d~±::1:1±:::-----v.o.LvE ID TAGS B::EJ.!!IL~:::;~-PVC SCH 40 FEMALE \. .,...J-,-L.--'L-11...7,l.l:l'-r ADAPTER, 2 REQUIRED PVC MAINLINE PURl'LE PIPE FROM BACKFLOW PER SPECS. ~--PVC MAINLINE TO FLOW SENSOR, PURPLE "ALERT LINE" PIPE, SEE SPECS. 4"X6" BRICK SUPPOFITS (4 FIEQ.) '-------BRASS UNION '----·----BRASS NIPPLE TYP. '---------LANDSCAPE FABRIC '------•----3/4" ROCK, 2 CUBIC FT. NOTE: USE 45 OEOFl!E ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STFIEAM SIDE OF THE MASTER VAL VE ASSEMBLY. SECTION VIEW· ~.T.S. @ MASTER VAtVE NOTE: 1. CENTER VALVE BOX OVl!R REMOTE CONTROL VALVI! TO FACILITATE SERVICING VALVE. 2. SET RCV ANO VALVE BOX ASSEMBLY IN GROUND-COVER/SHRUB AREA WHERE POSSIBLE. 3. SE'T BOXES PARALLEL TO EACH OTHER ANO PERPENDICULAR TO EDGE. 4. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND l□EFORMATION OF VALVE BOXES. 14"X19" RECTANGULAR VALVE SOX TYP. l QUICK COUPLING VALVE BOX, TYP. 0 0 0 ~0 0 0 0 .I 2" 12" ~+-12" I ! I ' ew CD VALVE BOX LAYOUT NOTE: 1. TWO MINIMUM PER SITE DESIGN NOTES: 1. 2" SQ. ALUMINUM TUBE PAINTED TO MATCH FRAZEE "OR.o.NGE PEAL" 2. FINISH GAADE 3. CONCRETE FOOTER 4. 9"x14"x1/8" ALUMIMUM P,._INTEOTO MATCH PUFIPLE PMS #266 e. !ff' WHITE VINYL GRAPHICS SECTION VIEW -N.T.$. CAUT IIEOLAlll!D WA TEI UIIO FOR IIUIIGATION DO NOT DRINK CIIDADO ACIUA AECLAIIADA INCAll!IITE PARA REGAi PROHIBO TOIIAR 12'' TYP. -,. ;.. ® RECLAIMED WATER SIGN FINISHED GRADE IN TUFIF ARE.o.S r-----PLASTIC RECTANGULAR VALVE BOX WITH BOI. T DOWN PURPLE GOVER, USE STAINLESS BOLT, NUT, ANO WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE HEAT BRANO "BS", "RECYCLED WATER" ONTO LID. 4' MIN. BASKET STRAINER, see LEGEND FOR SPECIFICATION -FINISHED GRADE IN SHRUB AREAS I ,-,-~=!+I==--WARNING PLASTIC TAG ,.,,_. ti-_.., Jr-ffi I: "RECYCLED WATER-DO Nl)T DRINK" El ~~ar=j:;':5 __ IN ENGLISH AND SPANISH ,-J,-'--'""'1 ti::!:JLCIL-..J.-c-PVC SCH 40 FEMALIE ADAPTER 2'1 '---PVC MAINLINE PURPLE PIPE · ~-TOW.STER VALVE, ij PIPE PER SPECS. e!::'.•2:o~.~'B!i',0,.:o~~~~i:211:!(:;8:}---4'?<6" BRICK SUPPORTS (4 REQ.) '-------BRASS UNION '--------BRASS NIPPLETYP. LANDSCAPE FABRIC '----------314" ROOK, 2 CUBIC FT. '------------------PVC M,._INLINE PURPLE PIPE NOTE: FROM P.0.C. USE 45 OEGP!EE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE BASKET STRAINER ASSEMBLY. SECTION VIEW· N.T.S. © BASKET STRAINER --------FINISHED GRADE IN TURF AREAS IDWffiWT :--'ill'-'ill ffi\nilll I NOTES: .------PUIIPLE PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER. HEAT BRANO "QCV" ONTO LID. -FINISHEO GRADE IN SHRUB AREAS ---1~11;;:m---QUICK COUPLER VALVE, ACME THREADED SEE LEGEND FOR SPEC. GALV. PUNCH LOC (2 REQ.) BRASS NIPPLE (LENGTH AS REQ.) .,,--4•xe· BRICK SUPPORTS (3 FIEQ.) ~= "'""=":'.-BRASS TRIPLE SWING jOINT (SIZE PER QCV) USE TWO STREET ELLS, ONE NIPPLE (6" MIN. LENGTH), ,._ND ONE THREADED ELL FOR ASSEMBLY L----,l~'...J--->--MAINLINE, SEE SPECS. ---------#4 x 3e" REBAR ST ... KE '----------LANDSCAPE FABRIC ,_ ___________ 314" FIOCK, 1 CUBIC FT. • USE TEFLON TAJliE ON ALL THIIEAOED FITTINGS TYPICAL. • QUICK COUPLERVALVES SHALL BE OF A TYPE .O.PPROVED FOR RECYCLED WATER use. ® NOTE: SECTION VIEW -N.T.S, QUICK COUPLER 1-------LOWVOLTAGEWIRES, 3MAXIMUM r------WIRES PAIIS THROUGH GROOVES IN TUBE LID ~O ALLOW LID TO CLOSE -i;:l:f.:~,------CLOSE TUIE LID AFTER WIRE IS INSERTED INTO TUBE 11I◄------~LY ruse PRE-FILLED WITH WATERPROOF GEL .,,---LOCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED SCOTCHLOK ELECTRICAL SPRING CONNECTOR. WIRES SHALL BE PRE-STRIPPED OF 1/2" OF THE INSULATION PRIOR TO INSERTION INTO THE CONNECTIOR. TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY. SCOTCHLOK CONN ECTOR AND WIRES INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK T,._BS WIRE CONNECTOR SHALL llE A 3M OBY DIRECT BURY SPLICE KIT, KIT SHALL INClUOE A SCOTCHLOK Y SPRING CONNECTOR,,._ POLYPFIOPYLENE TUBE AND,._ WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PRE~ILLEDWITH 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 Qu.o.NTITIES OF WIRES SHALL REQUIRE,._ LARGER APPROVED 'MM CONNECTION. WIRE CONNECTION ~-------------WYE STRAINER SEE LEGEND FOR SPECIFICATION r---------RIP DEVICE SEE LEGEND FOR SPECIFICATION ,--------BRASS BALL VALVE TYP. ,--t----t------,!-;:==t----BRASS NIPPLES MIN. 4" TYP. --+---BRASS ELL, 4 REQUIRED •----BACKFLOW ENCLOSURE IF SPECIFIED .J.-----PRESSURE REGULATOR SEE LEGEND FOR SPECIFICATION J.-----BRASS UNION, 2 REQUIRED BRASS RISERS LENGTH AS REQ. 3" "--FINISH GRADE . c\,)(i:XI~---PVC MAINLINE TO M,._STERV.0.LVE ~---SCH eo PVC FEMALE ADAPTER ~----SCH BO PVC NIPPLE 6" MIN. '----------CONCRETE SL,._B, SEE BELOW '---------------CONCRETE THRUST BLOCKS L....-----------------PVC MAINLINE NOTE: B@TION Vll;W • N.T.S. l•F PRESSURE RECIULATOFI IS SPECIFIED, INST ... LL ON EITHER THII( HORIZONTAL PIPING OR ON THE DOWNSTREAM LEG AS SPACE PtRMITS. CONCRETE SLAB SHALL BE MINIMUM 4" THICK, 18" WIDE AND EXTEND ,._T LEAST 8" PAST THE BACKFLOW ASSEMBLY PIPING. IF BACKFLOW ENCLOSURE IS SPECIFIED IN THE LEGEND, THE CONCRETE SLAB SHALL BE THE SIZE REQUIRED BY THE MANUFACTURER. INSTALL PER C.M.W.D. STANDARD DWG. #W-20 ® BACKFLOW DEVICE ------FINISHED GRAOE IN TUl't.F APl!AS LATERAL LINE --- PURPLE PIPE FEM ... LE AD ... P. ---If--, SCH. 80 PVC WARNING PLASTIC TAG ------' "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH SCH. 80 UNION -----...J PLASTIC RECTANGULAR VALVE BOX WITH BOlT DOWN PURPLE COVER, USE STAINLESS BOLT, NUT,AND WASHER. BOX TOBE PLACED AT RIGHT ANGLE TO HAFIDSCAPE EDGE. HEAT BRANO '"RCV" AND CONTROL STATION# ONTO LID. -FINISHED ClAAOI! IN SHRUB AREAS PRESSURE REGULATOR SEE LEGEND FOR SPECIFICATION 24" WIRE LOOP ~'l,;::;,,"''1\----VALVE IDTACl --lioll----PVC THO. ELL SCH 80 PVC CONTROL VALVE 1<e----SCH BO PVC NIPPLE TYP. 4"X&" BRICK SUPPORTS (4 REQ.) 1----IRRIGATION MAINLINl!i PURPLE PIPE ~---+----314" CRUSHED GRAVEL. TWO CUBIC FEET '-----+----LANDSCAPEFASRIC SECTION i/11!.W -N.T.S. @ REMOTE CONTROL VAL VE CLEAN COMPACTED BACKFILL P,._VING, BY OTHERS UNDISTUIRl!IEC SOIL LATER.o.L LINE IN SLEEVE CONTROL WIRE IN SLEEVE MAINLINE IN SLEEVE NOTES: (2) W.O.RNING TAPES [[ SLEEVES UNDER PEDESTFIIAN PAVINCl SHALL ee SCH. 40, TWICE TH! DIAMl!TER OF THE PIPE OR WIRE BUNDLE CAFIRl!D. SLEEVES UNOEl!VEHICLE PAVING SHALL BE SCH. !Ill, THFl!E TIMES THE DI ... METEII OF THE PIPE OR WIRE BUNDLE CARRIED. TAPE CONTROL WIRE$ TO MAINLINE AT 10-Pl!!ET ON CENTER, SECTION vtew -N.T.8. SLEEVE INSTALLATION .---------INSTALL SPRINKLER Hl!IID FLUSH WITH FINISHl!D GAADE IN TUl'tF ARl.o.S NOTE: i------i>Ol"-UP' SPltlNKLER HEAD, !IP'PIAY 0" "°TOtlt SEE LEGEND FOR SP•ECl:flCATION .,.....---------PURPLECOVl!R ,_ ______ INSTALL SPRINKLER HEAD 112" -ABOVE FINISHED GRADE IN SHRUS AND GROUND COVERS AREAS rnwrnww mmmmm~ -----UNOl!STURIIED SOIL ffic....ffi_f CONTAACTOR ASSl!Ml!Ll!D SWING JOINT, SIZE Pl!l't. INLET, CONSISTING OF: TWO SCH. 40 PVC STREET ELLS ONE SCH. 40 PVC THD. ELL ONE 6" LONG SCH . 80 NIPPLE ONE SCH. eo NIPPLE, LENGTH AS REQ. ~----SCH 40 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE ---PURPLE LA TEFIAL PIPE, SEE SPECIFICATIONS FOR TYPE AND DEPTH MQU•IMII) INSTALL S"1't1NKL.ER HEADS 8" FROM PAVING EOClE IN ~OUND COVE" ,._REAS. INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. INSTALL SPRINKLER HEADS 12" FROM ,._LL BUILDINGS ANO WALLS. INSTALL SPRINKLEFI HEADS PLUMB. ADJUST SPRAYS OR NOZZLIE STFIE.o.M TO COVEl't LANDSCAPE ,._REA WITHOUT OVERSPFIA Y ONTO PAVING, FENCES, WALLS OR !!UILDIN<H. ® OIMl!NSION S CTION VIEW -N.T. • POP-UP SPRINKLER INST.O.LL FLANGE AOAPTEA$ ON VALVE PRIOR TO l'NSERINO 1 PIPE INTO BELLED ENDS "------SC.t!OULE IQ P\IC 11.0.MSTONE , SIC110N VI£'/'! -N.T.I. (LOOSE COLLAR) TYPE FLANGE ADAPTER, 1 EACH SIDE OF VALVI BUTTERFLY VALVE " 8 C FINISH GRADE LATEFIAL LINES, PU'RPLE PIPE, SEE SPECS. 112" TO 2-1/2' IN SIZI! 18' 12" 4' 3" TO 5" IN SIZE 24" X 4• SECTION Vll!W • N.T.8. ® PIPE INSTALLATION FOR LANDSCAPE IRRIGATION PLANS SEE SHEETS L3.1-L3.5 (12-16). FOR LANDSCAPE IRRIGATION LEGEND SEE SHEETS L4.1 (17). APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 Ii r Ir I I I' I I ! FOR LANDSCAPE SPECIFICATIONS SEE SHEETS L7.1-L7.4 (26 -29). R I D G E (ANDSCAPE ARCHITECTS 755 Fllaintree Drive, Suite 300 ¢arl&b11d, CA 92009 Tel 760 4381002 1Fax 760 438 1155 www.ridgele.rom I 1 •AS-BUILr L.A. EXP. ~EVIEWED BY: INSPECTOII I I DATE DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR ANO DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS I ' I CITY OF CARLSBAD PLANNING DEPAPITMENT LANDSCAPE IRRIGATION DETAILS BRESSI RANCH LOT 40 APPROVE OWN IY_~J~-- CHKD IY_.:..;R:::;S __ rllLD IY P'ROJaOTNQ, CT 05-07 I 11 ----435-3L L-4.2 DRIPLINI!' l!ILANI( LATEAAL MDC POLY CONNECTION FITTINGS TO DRIPLINE LA TERA LS DRIPLINE l!ILANK LATERAL ---1 AIRNACUUM REUEF VALVE -! CONNl!CTION TO PVC LATERAL SEE LEGEND FOR TYPE 1----F'VC HEADER SIZE PER PLAN MIN. SIZE 314" --PVCHEADER----MIN. 314" SIZI: FLUSH VALVE---'"[ -----iRRIGA TION RCV LD IN-LINE TUBING IN ROWS 14 -16 INCHES ON CENTER ON LEVEL GROUND. INSTALL DRIP FLUSH VALVE Pl!R DETAIL AT THE !!ND OF l!ACH TUBING SECTION PER PLAN INSTALL AIR RELIEF VALVES PER DETAIL, AT HIGH POINTS OF EACH TUBING SECTION PER PLAN. RUN AIR/VACUUM RELIEF BLANK TUBING LA lERAL ALONG H'IGH F'OINT OF MOUND OR BERM. ATTACH ALL IN-LINE DRIP TUBING TO BLANK LATERAL. MORE THAN TWO RELIEF VALVES MAY NEED TO BE INSTALLED PER SECTION Pt.AN Vll;W -N.T.$. ---DRIP TUBING RECOMMENDED INSTALLATION: • AS PER LANDSCAPE DRAWINGS TO INSURE EVEN PARALLEL AND LEVl!L TUSING ROWS IT 1$ RECOMMENDED THAT THE SOIL LEVEL IN THE PLANTER AREAS l!IE BROUGHT TO 5" BELOW FINISHED GRADE AND PROPERLY COMPACTED AS PER THE LANDSCAPED DRAWINGS PRIOR TO THE INSTALLATION OF THE TUBING. INSTALL TUBING AS INDICATED ON THESE DRAWINGS ANDI SECURE TO GRADE USING WIRE HOOP STAKES AT 5 FEET ON CENTER SPACING. BACKFILL FINAL 3" OF SOIL OVER THE TUBING AFTER INSTALLATION OF THE TUSING FINISHED GRADE -- RAIN BIRD "EASY FIT" -----~ MOCFTEE FITTING RAIN BIRO "EASY FIT" --------t7ri7 MDCF50FPT 112" ADAPTER 112" SCH llO T.0.E. NIPPLE ------";1,,,-J, LENGTH AS REQUIRED KING BROTHERS FLEXIBLE ------i- NIPPLE, #FVN-500-6F MIPT x FIPT, 6" LENGTH) SCH. 40 PVC TEE --------. SxSxT, LINE SIZE BY 112" PVC LATERAL LINE SECTION VIEW -N.T.$. 3" 12" .---PVC SCH 40 l!l.L PVC SCH 1111 NIPPLE ('TYPICAL LENGTH. A$ REQUIR!DJ ' .--FINISH ORAD'E IN TUIIIF AREAS PLASTIC RECTANllULAR VALVE 90X W1TH 80L T DOWN PURPLE COVER, USE STAINLESS SOLT, NUT, AND WASHEl'I. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "RCV" AND CONTROL STATION# ONTO LIO. /i~"J~~ti ~t21 PRESSURE REG. CONTROL ZONE KIT: l'IAIN BIN) XCZ-100COM XCZ-100 COM KIT INCLUDES FPT 8ALL VALVE 100PESB VALVE, RSV 100C Lss FILTER AND PSI-M40X-100 PRESSURE REGULA TOR. R.C.V, FILl!R r---... --, I I I I MAINLIN! PVC SCH 80 NIPPLE 12-INCH LENGTH, HIDDEN) ANO PVC SCH 40 ELL '---PVC SCH 40 TEE OR l!LL PVC SCH 40 MALE AOAF'TEl'I PVC LA TEl'IAL TO DRIP SYl!ITBI il'------PVC SCH 80 NIPPLE, CLO$! (1 OF !j ~~---~i~~r A~wrLo/ "-'"'"--'""-IRICK SUPPORTS (1 OF 4) '-----LANDSCAPE FABRIC !f.4~~~J~ FT. '-------WARNING PLASTIC TAG "RECYCLED WATER-DO NOT DRINK" IN ENGLISH ANO SPANISH Bl!CTION VIEW -N.1" I. DRIPLINE CQ,NNECTION @ DRIPLINE CON'NECTION @ DRIPLINE CONNECTION @ DRIP 1RCV ASSEMBLY WATllt Pl'tl!liult! CALCULATIONS POCNUMBER 1 POCSIZE 2" HYDRAULIC GRADE LINE 660 POC ELEVATION 427 ELEVATION DIFFERENCE 233 STATIC PRESSURE IPSll 101 REMOTE CONTROL VALVE# A42 REMOTE OONTROL VALVE SIZE 1112" R.C.V. DEMAND (GPMl 45 TOTALDEMAND(GPM) RCV. ELEVATION 437 STATIC PRESSURE AT R.C.V. SIZE Dl!SCRIPTION PSI LOSS 2'' SERVICE LINE 1 2.7 PSI 2" WATER METER 2 6.2 PSI 2" BACKFLOW PREVENTER 2 12.0 PSI 2" BASKET STRAINER 3 1.0 PSI 2112" BALL VALVES 4 1.0 PSI 2" MASTER CONTROL VALVE 5 2.2 PSI 3" 1600 FEET OF MAINLINE: TYPE Cl. 315 6 3.8 PSI 1112" REMOTE CONTROL VALVE 8 2.7 PSI 10% LATERAL LINE LOSS 9 4.0 PSI 10% FITTING LOSS 10 3.6 PSI 17 ELEVATION CHANGE (P.O.C. TO HIGHEST HEADl 11 7.4 PSI TOTAL SYSTEM PRESSURE LOSS /SUM OF #1 THRU #11) 12 46.5 PSI PRESSURE REQUIRED AT HEAD 13 40.0 PSI TOTAL PRESSURE REQUIRED /SUM OF #12 AND# 13) 14 SB 5 PSI STATIC WATER PRESSURE (FROM ABOVEl 15 100.9 PSI RESIDUAL PRESSURE /SUE!TRACT Ill 14 FROM# 151 16 14.4 PSI SET PRV OR MCV AT/# 14 PLUS 10 PSll 17 NIA PSI PRESSURE BOOST IF REQUIRED •~4-#15 + 20 PSll 18 NIA PSI LANDSCAPE IRR.IGATION WATER ANALYSIS PROJECT: Brolli Ranch Loi «I Carlobad, CA Project ETo: 42.110 MAXIMUM APPLIED WATER ALLOWANCE: (GALLONS PER YEAR) MWA•(ETo)><(0.8)x(Tolal Sq Ft.)l<(.82) 42.IIO x o.s x 111,270 x 0.52 • 2,31!2, 129 Gal./Yr Total l"roJeot Acreage 2.1115 ESTIMATED APPLIEO WATER USED: {GALLONS PER Yl!ARJ EWU•(ETo)x(Plant Fae1<,r),<(Hydrozone Sq. Ft.)x(.52) Irrigation Efficieooy HYDROZONE # 1: (Shrub•-wm, 'Drip) 42.8 X 0.4 X 21114118 X 0.52 • 335,903 GaUYr 0.9 HYDROZONE # 2: (Shrub am W1ltl Spray-) 42.8 X 0.4 X 56,037 X 0.52 • 949,713 Gal./Yr 0.7 HYDROZONE # 3: (Shrub Arn wlll'I ROIDr H-) 42.8 x 0.4 x 15 677 x 0.62 • 208,002 Gal./Yr 0.8 HYOROZONE # 4: (Turi ArM Wllh Spray-) 42.8 x 0.9 x 11 087 x 0.62 • 377,581 Gal./Yr 0.7 MAXIMUM APPUl!D WATER 2,362, 12!1 Gal./Yr TOTAL l!STIMATED WATER USE: 1, 771,Hll Gal./Yr I i 7.25 Acre Fell/Yr. 1.03 Aore Fell/Yr. 2.61 Acre Fell/Yr. 0.64 Acre Fell/Yr. 1.15 Acre Fell/Yr. 7 .25 Aero Fell/Yr. 5.44 Aero Fell/Yr. I 90 97 ,,,---CONCRETE THRUST &LOCK, TYPICAL ,---------FINISHED GRAD! IN TUl'tF AREAS ,-----RAINBIRD ARV-100VALVE KIT, AIR /VACUUM RELIEF VALVE ,----PLASTIC ROUND VALVE r,ox, 15" SIZE HEAT BRAND "ARV" ONTO PURPLE Lib. PURPLE VALVI! l!OX ---'I I SEE SPECS. ,----F'LASTIC l'tOVM:> VAL \II! l!IO)(, 8" SIZE ~T l!IRAND "AFV" ONTO l'URPLE LID. 2" MIN. -FINl!lt-11!0 GRAD£ IN SHl'tlll! AREAS =111=111= [I ffi I FINISHED GRAD!: IN SHRUB AREAS LINE FLUSHING ------+1---~ 45 DEGREE ELL THRUST BLOCKS TO BE 1 CUBIC FT OF CONCRETE THRUST BLOCKS TO BE useo FOR 3" AND LARGER PLASTIC PIPE WRAP PLASTIC FITTINGS USING BLACK PIPE TAPE ALL CONCRETE TO BE PORTLAND CEMENT 420-C-2000 UNDISTUR!!EO SOIL 90 DE OREE l!LL -----CONCRETETHRUST BLOCK, TYPICAL --L~.J---MAINLINE PIF'E , rM--UNDISTUR&ED SOIL TEE PLAN V1EW-N.T.S. wmmm ___:ffi 1T SUBSURFACE DRIP TUBING l!IRICK SUPIPORTS (1 OF 3) LANDSCAPE FABRIC 314" ROCK, 1 CUBIC FT. RAINBIRD Ejl\SY FIT TEE, MDCFTEE AND FPT ADAPTER-MDCF75FPT WARNING PLASTIC TAG "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH SECTION VIIW -N.T.8. VALVE TL050MFV-1 BRICK SUPPORTS __ _, (THREE REQ.) 3/4" GRAVEL SUMP (1 CUBIC FOOT) SECTION VIEW -N.T.S, PVC LA TEl'IAL (OR EXHAUST HEADER) THRUST BLOCKS DRIP AIR RELIEF VAL VE @ DRIP; FLUSH VALVE Brnei Lot40 JAN FEB MAR APR MAY JUN JIii. AU"' SEP OCT lrrioation Schedule §To/Mo 2.2 2.6 3.4 3.7 4.9 4.6 4.6 5.1 4.1 3.3 POC / Controller A ETo/Dav 0.07 0.09 0.11 0.12 0.16 0.15 0.15 0.16 0.14 0.11 Tvee AKc PrRate IE Shurb Sorav . 0.4 1.74 0.7 1.4 1.8 2.2 2.4 .1 3.0 29 3.2 2.7 2.1 18 Q~. ofValvaa Total Run Times 25 33 39 44 !8 !54 53 58 48 38 Shrub Rotors 0.4 0.5 0.8 4.3 5.6 6.6 7.4 L5 9.2 8.9 9.9 8.2 6.4 3 Qtv. of Valvaa Total Run Times 13 17 20 22 '8 28 27 30 25 19 Turi Sorav 0.8 I 1.74 0.7 2.8 3.7 4.3 4.9 .2 e.o 5.8 6.5 5.4 4.2 5 Qiv. of Valvaa Total Run Times 14 18 22 24 1 30 29 32 27 21 DRIP 0.4 0.5 ; 0.9 3.8 5.0 5.8 6 .. 6 9.4 8.2 79 8.8 7.3 5.7 12 Qtv. of Valvaa Total Run Times 45 59 70 79 101 98 95 105 87 68 Bubblers 0.8 I 3 1 1.1 1.5 1.8 2.0 2.5 2.5 2:4 2.6 2.2 1.7 4 Otv. of Valve& Total Run Times 5 6 7 8 10 10 9 11 9 7 Total Valves: 42 TOTAL RUN TIMES IHRS 1.7 2.2 2.8 30 3.8 3.7 3,6 39 33 2.5 JAN FEB MAR APR MAY JUN Jl,11 AUG SEP OCT NOTE: THESE SUGOESTED RUN TIMl!S ARE FOR REFERENCE 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. I' 1 11 I i I , ' I ' I 11 , 1 I I NOV DEC Total: 2.4 1.9 42.8 0.08 0.06 1.6 1.2 Min/Dav 28 22 Total Min/Dav 4.8 3.7 Min/Dav 14 11 Total Min/Dav 3.2 2.4 Min/Dav 16 12 Total Min/Dav 4.3 3.3 Min/Dav 51 39 Total Min/Dav 13 1.0 Min/Dav 5 4 Total Min/Day 1,9 1.5 Nm, DEC FOR LANDS FOR LANDS FOR LANDS L.A. Breni Lot 40 JAN FEB MAR APR MAY lrriaation Schedule ETo/Mo 2.2 2.6 3.4 3.7 4.9 POC I Controller B ETo/Oav 0.07 0.09 0.11 0.12 0.16 p,ne AKc Pr Rate IE Shur!> g ......... , 0.4 1.74 0.7 1.4 1.8 2.2 24 3.1 17 Qtv. of Valves llotal Run Tim .. 24 31 37 41 53 Shrutl Rotors 0.4 0.5 0.8 4.3 6.6 6.6 7.4 11.5 1 0"''. of Valves ,,.otal Run Times 4 5 7 7 9 Turi Snrav o.e 1.74 0.7 28 3.7 4.3 4.9 6.2 4 Qtv. of Valves llotal Run Tim .. 11 15 17 19 25 DRIP 0.4 0.5 0.9 3.8 5.0 5.8 6.6 8.4 11 Qtv. of Valves T Qtal Run Tim .. 42 54 64 72 93 Bubblors 10.8 3 1 1.1 1.5 1,8 2.0 2.5 4 Qt•. of Valves Total Run Tim .. 5 6 7 e 10 Total Valves: •7 TOTAL RUN TIMES !HRSl: 1.4 1.9 22 2.6 3.2 JAN FEB MAR APR MAY CAPE IRRIGATION PLANS SEE SHEETS L3.1-L3.5 (12 -16). CAPE IRRIGATION LEGENO SEE SHEETS L4.1 (17). CAPE SPECIFICATIONS SliE SHEETS L7.1-L7.4 (26 -29). ·As-BUILr RSVISIONS MUST BE Al"F'ROVEO BY PUBLIC HEALTH ENOINl!ER, ASST PLANNING DIRECTOR AND DIS'tRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. R I D G E LANDSCAPE ARCHITECTS Re:VIEWED BY: 755 Rlint.rte Drive, Stilfl 300 C.rlsbad. CA 9'.009 Tel 760 4381002 Fax 760 4381155 www .ridgell.com INSPECTOR DATE 11 1 OATE IY I I I I I D[SCRIPTION REVISIONS I JUN 4.6 0.15 3.0 51 9.2 9 8.0 24 8.2 90 2,5 10 3.1 JUN APP'O I, JUL AUG SEP OCT NOV D•EC Tolll: 4.8 5.1 4.1 3.3 2.4 1.9 42.1 0.15 0.16 0.14 0.11 O.Oll 0.06 2.9 1.2 2.7 2.1 1.8 1.2 Mln/0= 60 55 46 35 27 21 Tolll Min/Dov 8.9 9.9 8.2 5.4 4.8 3.7 Min/Daw 9 10 8 6 5 4 Total Min/Dllv 8 8.5 5.4 4.2 3.2 2.4 MinlO- 3 26 22 17 13 10 Total Min/llov 19 8.8 7.3 5.1 4.3 3.3 Min/0- 87 97 80 62 47 36 T olal Mln/Dllv :ll.4 2.8 2.2 1.7 1.3 1.0 Min/D., 9 11 9 7 5 4 Total Min/Dev 3.0 3.3 2.7 2.1 1.e 1.2 J,UL AUG SEP O~T NOV DEC APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DEl"ARTM■NT LANDSCAPE IRRIGATION DETAILS BRESSI RANCH LOT 40 APPROVE 3-13-Q; ASSISTANT PLANNING DIRECTOR DATE OWN BY J P,flOJmTNO. 11 DflAWl,_NO. CHKC IY RS FIELD IY CT 05-07 43!5-3L L4.3 I I • t~ti CJ CJ S L SAMPLE (E) ( (E LO~ATION 1 OF 4 (E (E} RIGHT-OF-WAY • LINE, TYP. --+-j-.._J:\ ~/ ~ ~. "., ::+: i ~ " "',.~: : .,, -. 25' NOTES: II II I I I I I I ti II II 11 II I I tt n !I t ft 11 U II I II 20' WATER EASEMENT 1. ON-CENTER SPACING NOTED ON THE PLANT LEGEND TAKES PRECEDENCE OVER PLANT COUNTS OR SYMBOLS SHOWN ON THE DRAWINGS. 2. CONTRACTOR TO SUBMIT SOIL PREPARATION AND BACKFILL SPECIFICATIONS TO CITY INSPECTOR AND LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL AT LEAST FOURTEEN (14) DAYS PRIOR TO INSTALLATION OF SOIL AMENDMENTS OR PLANT MATERIAL. 3. SOIL PREPARATION AND BACKFILL AMENDMENTS PER SPECIFICATIONS AS RECOMMENDED BY AGRONOMIC SOIL TEST REPORT. 4. MULCH ALL NON-TURF PLANTING AREAS LESS STEEP THAN 3:1 WITH A 3" DEEP LAYER OF APPROVED ORGANIC MULCH. 5. PROVIDE 24" DIAMETER MULCH AREA AT BASE OF TREES IN TURF AREAS. -. MAINTENANCE NOTE· OWNER WILL BE RESPONSIBLE FOR MAINTAINING ALL LANDSCAPING WITHIN THE PROPERTY BOUNDARIES WITH THE EXCEPTION OF THE FOLLOWING AREAS. WHICH WILL BE MAINTAINED BY THE ASSOCIATION: 1) THE AREA IMMEDIATELY SURROUNDING AND IN FRONT OF (NORTHEAST OF) THE CORNER MONUMENT AT PALOMAR AIRPORT ROAD AND MELROSE DRIVE 2) THE AREA EAST OF THE PROPERTY LINE ON MELROSE DRIVE 3) THE SLOPE AREAS SOUTH OF THE SITE 0 10 20 . . . . . . \\ \ I SYMBOL f /I I '.•. --------w'.i-CHUNE -SEE SHEET L5.5 (24) NOTES EXISTING SHRUBS AND GROUNDCOVER DENOTES SOIL SAMPLE LOCATION (4 TOTAL)-REFER TO PLANTING NOTE 'H', 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, INSTALLl=D PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOT BE WRAPPED AROUND THE ROOTBALL. FOR PLANTING DETAILS AND NOTES, SEE SHEET L6.1 (25). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (26 -29). 40 60 SCALE AND NORTH -- OOlffffl r···--1 -------~ -----------~----------~--~---,_.,_,, ___ , _______ . __ _ 0 © G """'"~~~~-~ ""¥g~"""~~. • .,,v~~v•~"" .,_,.,.,,7~~••• .. ,, .. ~o·eoooo e ,, " iiiillliilf lllllllllliii" --._... - MYOPORUM PARVIFOLIUM I FLATS PLANT 12" O.C. NCN NASSELLA TENUISSIMA I 1 GAL PLANT 30" O.C. MEXICAN FEATHER GRASS PENNISETUM CUPREUM 'RUBRA' 1 GAL. PLANT 36" 0.C. PURPLE FOUNTAIN GRASS RHAPHIOLEPIS I. 'BALLERINA' I 1 GAL. PLANT 30" O.C. INDIA HAWTHORN RHAPHIOLEPIS I. 'CLARA'/ 5 GAL PLANT 30" 0.C. INDIA HAWTHORN ROSMARINUS 0, 'PROSTRATUS' I FLATS PLANT 10" O.C, TRAILING ROSEMARY SALVIA LEUCANTHA I 1 GAL. PLANT 36" O.C. MEXICAN SAGE SENECIO SERPENS/ FLATS PLANT 12" 0.C. N.C.N . STRELITZIA REGINAE I 5 GAL. PLANT 36" O.C. BIRD OF PARADISE TRACHELOSPERMUM JASMINOIDES / 1 GAL. PLANT 18" O.C. STAR JASMINE WESTRINGIA 'MORNING LIGHT'/ 5GAL PLANT 36" O.C. DWARF COAST ROSEMARY PARTHENOCISSUS TRICUSPIDATA/ 5GAL. SEE PLAN BOSTONrvY TURF SOD N.C.N. "AS-BUILr R I D G E ,ANDSCAPE ARCHITECTS 755 Rain tree Drive, Suite 300 Carlsbad, CA 92009 Tel 760 438 1002 Fax 7604381155 www.ridgela.com L.A. ------EXP. REVIEWED BY: INSPECTOR I - C.E,F C,E,F C,E C,E C,E C,E,F C,E C,E,F C,E C,E,F C,E D DATE DATE I I 198 277 243 I 2 PLANT LEGEND SYMBOL BOT. NAME I COMMON NAME TREES EXISTING TREES PROPOSED • □ ACACIA MELANOXYLON I BLACKWOOD ACACIA JACARANDA ACUTIFOLIA I JACARANDA LAUR US NOBILIS 'SARA TOGA' I BAY TREE SIZE 24" BOX 36" BOX 24' BOX (j) 0 METROSIDEROS EXCELSUS I NEW ZEALAND CHRISTMAS TREE 24'BOX + • •• • PLAT ANUS RACEMOSA I CALIFORNIA SYCAMORE PODOCARPUS GRACILIOR I FERN PINE QUERCUS AGRIFOLIA I COAST LIVE OAK SCHINUS MOLLE/ CALIFORNIA PEPPER TREE TIPUANA TIPU I TIPUTREE TRIST ANIA CONFERT A I BRISBANE BOX (") 0 ~ (E) SYMBOL BOTANICAL/ COMMON NAME SHRUBS, VINES & GROUNDCOVERS: ACACIA REDOLENS I PROSTRATE ACACIA AGAPANTHUS ORIENTALIS 'AUBUS' I WHITE LILY-OF-THE-NILE 15GAL EXISTING (E) 2411 BOX EXISTING (E) 24'BOX EXISTING {E) ~ EXISTING (E) 24'BOX 15GAL EXISTING (E) SIZE SPACING 1 GAL PLANT 6' O.C. 1 GAL. PLANT 18' O.C. ARBUTUS UNEDO 'COMPACTA' I 5 GAL PLANT 8' O.C. ✓,,,,,,.,,.,., ,,,01,,,,,, ,,,,,,.,, ... ,, ,.,.,,,,,,,.u 0 DWARF STRAWBERRY TREE BACCHARIS 'THOMPSON' / COYOTE BRUSH BOUGAINVILLEA 'TEMPLE FIRE' I SHRUBBY BOUGAINVILLEA CAREX BUCHANANII / LEATHER LEAF SEDGE CARISSA G. 'BOXWOOD BEAUTY' / NATAL PLUM CEANOTHUS G. H.'YANKEE POINT' I PROSTRATE CEANOTHUS FESTUCA RUBRA (AT BIOSWALES) I RED FESCUE (UNMOWN) 1 GAL. PLANT 36" 0.C. 1 GAL. PLANT 18" O.C. 1 GAL. PLANT 24" O.C. 5 GAL. PLANT 30" O.C 1 GAL. PLANT 30' O.C. SEED DETAIL REF. QTY. A A B B B B B B B DETAIL REF. C,E,F C,E C,E C,E C,E C,E C,E C,E 14 32 30 16 6 QTY. 243 1,697 67 398 1,957 477 746 349 ~ ~ HEDERA HELIX 'HAHNII' I HAHN'S IVY FLATS PLANT 8" O.C. C,E,F 168 467 496 213 13 0 0 © 0 @ HELICTOTRICHON SEMPERVIRENS I 1 GAL. BLUE OAT GRASS HEMEROCALLIS 'STARBURST ORANGE' I 1 GAL EVERGREEN ORANGE DAYLIL Y HETEROMELES ARBUTIFOLIA I 5 GAL. TOYON PHORMIUM TENAX 'MAORI SUNRISE' I 1 GAL. NEW ZEALAND FLAX LIGUSTRUM JAPONICUM 'TEXANUM' I TEXAS PRIVET MUHLENBERGIA C. 'REGAL MIST' I NCN 5GAL. 1 GAL. PLANT 24" 0.C PLANT 24" 0.C. PLANT 8' O.C. PLANT 36" O.C. PLANT 30' O.C. PLANT 36" O.C. C, E,F 537 C,E 78 C,E 62 C,E 834 C,E 150 C,E 322 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 DEPARTMENT 2127/07 RS SDG&E ACCESS I LANDSCAPING AT NORTH SETBACK DATE BY DESCRIPTION APP'O REVISIONS LANDSCAPE PLANTING PLAN BRESSI RANCH LOT 40 APPROV~ .. J { I •~ ,t_ q. f:llo# PLANNING OWN BY_-:'Js:C __ CHKD BY __ R_S __ FIELD BY PROJliCT NO, CT 05-07 DATE DRAWING! NO. 435-3L L5.1 " 24"80 24" 0 ◊◊◊,◊<J I i i I I I I - ' • • I • ' • • •' • • ' TI t-n . . • • • • • • • • • I I Ll_L ! ' • • • • ! i ' r I 1· I ' KEYMAP / / I I ! I I I I i --17-+-t I I I I I I i I WM (TYP.) I I I I I ' I I ' I I " " II I I! i II O II ' Ii SOIL SAMPLE LOCATION 2 OF 4 E. I I --I I I .....__,,I I ---I ' I I I -.._..___, i / I -----------.__!__ FOR QUANITITY TOTALS, SEE SHEET LS.1 (20). FOR PLANTING DETAILS AND NOTES, SEE SHEET L6.1 (25). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (26-29). 0 10 20 40 60 SCALE AND NORTH NOTES: 1. ON-CENTER SPACING NOTED ON THE PLANT LEGEND TAKES PRECEDENCE OVER PLANT COUNTS OR SYMBOLS SHOWN ON THE DRAWINGS. 2. CONTRACTOR TO SUBMIT SOIL PREPARATION AND BACKFILL SPECIFICATIONS TO CITY INSPECTOR AND LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL AT LEAST FOURTEEN (14) DAYS PRIOR TO INSTALLATION OF SOIL AMENDMENTS OR PLANT MATERIAL. 3. SOIL PREPARATION AND BACKFILL AMENDMENTS PER SPECIFICATIONS AS RECOMMENDED BY AGRONOMIC SOIL TEST REPORT. 4. MULCH ALL NON-TURF PLANTING AREAS LESS STEEP THAN 3:1 WITH A 3" DEEP LA YER OF APPROVED ORGANIC MULCH. 5. PROVIDE 24" DIAMETER MULCH AREA AT BASE OF TREES IN TURF AREAS. MAINTENANCE NOTE: OWNER WILL BE RESPONSIBLE FOR MAINTAINING ALL LANDSCAPING WITHIN THE PROPERTY BOUNDARIES WITH THE EXCEPTION OF THE FOLLOWING AREAS, WHICH WILL BE MAINTAINED BY THE ASSOCIATION: 1) THE AREA IMMEDIATELY SURROUNDING AND IN FRONT OF (NORTHEAST OF) THE CORNER MONUMENT AT PALOMAR AIRPORT ROAD AND MELROSE DRIVE 2) THE AREA EAST OF THE PROPERTY LINE ON MELROSE DRIVE 3) THE SLOPE AREAS SOUTH OF THE SITE -"" -.... -----... . . . ' lJ..J .:s • 0 LIGUSTRUM JAPONICUM 'TEXANUM' I 5GAL PLANT 30" O.C. cf @ TEXAS PRIVET MUHLENBERGIA C. 'REGAL MIST I 1 GAL. PLANT 36" O.C. NCN MYOPORUM PARVIFOLIUM I FLATS PLANT 12" 0.C. NCN NASSELLA TENUISSIMA I 1 GAL . PLANT 30" O,C. MEXICAN FEATHER GRASS 0 er ·~ /J.j ~ 0 © PENNISETUM CUPREUM 'RUBRA' 1 GAL. PLANT 36" O.C. PURPLE FOUNTAIN GRASS RHAPHIOLEPIS I. 'BALLERINA' I 1 GAL. PLANT 30" 0.C. !NOIA HAWTHORN RHAPHIOLEPIS I. 'CLARA' I 5GAL. PLANT 30" 0.C. !NOIA HAWTHORN ROSMARINUS 0. 'PROSTRATUS' I FLATS PLANT 10" O.C. 0 ,..,.,.~,,·~--~ v.-'>'7'r?V~VV9 ,.,..,.,.,,,vv~ .. V 'r1'S< • 1' ''-y', ~ <" .,.., • .,~.-«v .. .- e 0 ... TRAILING ROSEMARY SALVIA LEUCANTHA I MEXICAN SAGE SENECIO SERPENS/ N.C.N. STRELITZIA REGINAE I BIRD OF PARADISE TRACHELOSPERMUM JASMINOIDES I STAR JASMINE WESTRINGIA 'MORNING LIGHT/ DWARF COAST ROSEMARY PARTHENOCISSUS TRICUSPIDATAI BOSTON NY TURF N.C.N. 1 GAL. PLANT 36" O.C. FLATS PLANT 12" O.C. 5GAL. PLANT 36" O.C. 1 GAL. PLANT 18" O.C. 5GAL. PLANT 36" O,C, 5GAL. SEE PLAN SOD EXISTING STREETSCAPE & SLOPE PLANTING TO REMAIN SYMBOL NOTES r · / l s EXISTING SHRUBS AND GROUNDCOVER DENOTES SOIL SAMPLE LOCATION (4 TOTAL)-REFER TO PLANTING NOTE 'H', 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. C,E C,E C,E,F C,E,F C,E C,E C,E C,E,F C,E C,E,F C,E C,E,F C, E D PLANT LEGEND SYMBOL BOT. NAME I COMMON NAME SIZE DETAIL REF. TREES EXISTING TREES PROPOSED (,_\ , D I \ . "'~~~) /---._'°' E) ( + ) ~-./(E) {~~ \ . ) 0?_;) •• • E) I-\ I ;::: , ~--1E) 2 • □ (J) 0 + • •• • 0 SYMBOL ACACIA MELANOXYLON I BLACKWOOD ACACIA JACARANDA ACUTIFOLIA / JACARANDA LAURUS NOBILIS 'SARATOGA' I BAY TREE METROSIDEROS EXCELSUS I 24" BOX 36" BOX 24" BOX 24"BOX NEW ZEALAND CHRISTMAS TREE PLATANUS RACEMOSAI CALIFORNIA SYCAMORE PODOCARPUS GRACILIOR I FERN PINE QUERCUS AGRIFOLIA I COAST LIVE OAK SCHINUS MOLLE I CALIFORNIA PEPPER TREE TIPUANA TIPU I TIPUTREE TRISTANIA CONFERTAI BRISBANE BOX BOTANICAL/ COMMON NAME 15GAL EXISTING (E) 24"BOX EXISTING (E) 24"BOX EXISTING (E) ~ EXISTING (E) 24"BOX 15GAL EXISTING {E) SIZE SPACING B A A B B B B B B B DETAIL REF. SHRUBS, VINES & GROUNDCOVERS: '~/,'."///✓/// ,,,,,,,,.,,..,,,,._,,,,.., ',•I','✓/"/ r I/,' I ,,,,,,,.,,.,,,,,,.,,,, .•. 0 0 0 ACACIA REDOLENS i PROSTRATE ACACIA AGAPANTHUS ORIENTALIS 'ALBUS' I WHITE LILY-OF-THE-NILE ARBUTUS UNEDO 'COMPACTA' I DWARF STRAWBERRY TREE BACCHARIS 'THOMPSON' I COYOTE BRUSH BOUGAINVILLEA 'TEMPLE FIRE' I SHRUBBY BOUGAINVILLEA CAREX BUCHANANII I LEATHER LEAF SEDGE CARISSA G. 'BOXWOOD BEAUTY' I NATAL PLUM CEANOTHUS G. H.'YANKEE POINT' I PROSTRATE CEANOTHUS FESTUCA RUBRA (AT BIOSWALES) I RED FESCUE (UNMOWN) HEDERA HELIX 'HAHNII' I HAHN'SIW HELICTOTRICHON SEMPERVIRENS I BLUE OAT GRASS HEMEROCALLIS 'STARBURST ORANGE' I EVERGREEN ORANGE DAYLILY HETEROMELES ARBUTIFOLIA I TOYON PHORMIUM TENAX 'MAORI SUNRISE' I NEW ZEALAND FLAX 1 GAL. 1 GAL. 5GAL. 1 GAL. 1 GAL. 1 GAL. 5GAL. 1 GAL. SEED FLATS 1 GAL. 1 GAL. 5GAL. 1 GAL. PLANT 6' 0.C. C,E,F PLANT 18"0.C. C,E PLANT 8' O.C. C,E PLANT 36'' O.C. C,E PLANT 18" 0.C. C,E PLANT 24" O.C. C, E PLANT 30" O,C, C, E PLANT 30'' O.C. C, E PLANT 8" O.C. C,E,F PLANT 24" O.C. C, E, F PLANT 24" 0.C. C, E PLANT 8' O.C. C,E PLANT 36" O.C. C,E APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DEPARTMENT R I D G E cANDSCAPE ARCHITECTS 755 Raintree Drive, Suite 300 Carlsbad. CA 920W Tel 760 4381002 Fax 760 438 1155 www.tidgela.com L.A. EXP. REVIEWED BY: INSPECTOR 2/27107 RS SOG&E ACCESS I LANDSCAPING AT NORTH SETBACK DATE DATE BY DESCRIPTION APP'D DATE REVISIONS LANDSCAPE PLANTING PLAN BRESSI RANCH LOT 40 APPROVED I b;.. 1t-t -PLANNING OWN BY JC CHKD BY RS FIELD BY ~lt PROJECT NO. 11 CT05-07 DATE DRAWING NO. 435-3L L52 REFER TO 'EROSION CONTROL NOTES', SHEET L6.1 (25) FOR PLANTING REQUIREMENTS ON ALL SLOPED PLANTING AREAS ON SITE. FOR QUANITITY TOTALS, SEE SHEET L!5.1 (20). FOR PLANTING DETAILS AND NOTES, SEE SHEET L6.1 (25). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (26-29). KEYMAP ! ! -- I I 0 -__,---- - \ -- \ 10 20 - I I 40 SCALE! AND NORTH -- ,.,-- ~{EJ ... ' :-... >,c ' ; ' , / 60 ---- NOTES: DE'NOTES SO'IL SAUl"l.E LOCATION (4 TOTAL)-REFER TO PLANTING NOTE 'H', SHEET L6.1 FOR ADDITIONAL INFORMATION DENOTES ROOT BARRI BR, TO BE INSTALLED AT ALL Tfl!EE!S WITHIN 5 FEET OF AN"f Hil.RDSCAPE, PAVEMENT OR CURB. ROOT BARRIERS ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (800) 458-71168, INSTALLED PER MANUFACTURER'S Sl"ECIFICATIONS. NOTE: ROOT BARFUERS SHALL NOT BE WRAPPED AROUND THE ROOTBALL. 1. ON-CENTER SPACING NOTED ON THt PLANT LEGEND TAKES PRECEDIENCE OVER PLANT COUNTS OR SYMBOI.S $HOWN ON THE DRAWINGS. 2. CONTRACTOR TO SUBMIT SOIL 'PREF>ARATION AND BACKFILL SPECIFICATIONS TO CITY INSPECTOR ANO LAND!ICAPI!! ARCHITECT FOR REVIEW ANO APPROVAL AT LEAST FOURTEEN (14) DAYS PRIOR TO INSTALLATION OF SOIL AMENDMENTS OR PLANT MATERIAL. 3. SOIL PRl!PARA TION ANO BACKFILL AM!/NDMENT$ PER SPECIFICATIONS AS RECOMMENDED BY AGRONOMIC SOIL TEST REPORT. 4. MULCH ALL NON-TURF PLANTIN<ll AReAl!I LESS Sll!!!!P THAN 3:1 wrrH A 3" O!!?EP LAYER OF APPROVED ORGANIC MULCH. 5. PROVIDE 24" DIAMETER MULCH .AIR!!A AT BASE 0~ TREES IN TURF AREAS. I I ' ' ' I to 0 ~ 0 .. . ".-",,v~"//:,".".-v/ .... ,, .... ~ ...... . .. ,,,,~,, ...... .. 0 ., '' ,, , ~ ,· ............ , ,,.;...;.,,,,.. MYOPORUM PARVIFOLIUM I NCN NASSELLA TENUISSIMA I MEXICAN FEATHER GRASS PENNISETUM CUPREUM 'RUBRA' PURPLE FOUNTAIN GRASS RH.A.PHIOLEPIS I. 'BALLERINA' I INDIA HAWTHORN RHAPHIOLEPIS I. 'CLARA' I INDIA HAWTHORN ROSMARINUS 0. 'PROSTAATUS' I TRAILING ROSEMARY SALVIA L!UCANTHA I MEXICAN SAGE SEN1ECIO SERPENS/ N.C.N . STRELITZIA REGINAE I BIRO OF i>ARADISE TRACHELOSPERMUM JASMINOIDl!!S I STAR JASMINE WESTRINGIA 'MORNING LIGHT'/ DWARF COAST ROSEMARY PA~HENOCISSUS TRICUSPIDATA/ BOSTON IVY TURF N.C.N. - I I I I I I FLATS 1 GAL. 1 GAL. 1 GAL. 5GAL. FLATS 1 GAL. FLATS 1 GAL. !GAL. !GAL. SOD !EXISTING STREIETSCAPE & SLOPE P'LANTING TO REt,jAIN SYMBOL NOTES R I D G E LANDSCAPE ARCHITECTS 75!5 Raintree Drive, Suihl 300 Carlsbad, CA 92009 Tel 760 438 1002 EXISTING SHRUBS ANO GROUNDCOVE!R •AS-BUILT L.J.. REVIEWED BY: DATE PLANT 12" O.C. Pi!ANT 30" O.C. Pli,ANT 38" 0.C. PLANT 30" 0.C. PLANT 30" 0.C. PLANT 10" O.C. PLANT 36" O.C. PLANT 12" O.C. Pi.ANT 38" O.C. PLANT 18' 0.C. Pli.ANT 311" 0.C. ste PLAN c.e, F C,E,F C, It C, E C,E C,E,F C,E C,E,F C,E C, E, F C,E D PLANT LEGEND SYMBOL BOT, NAME t ¢0MMQN NAME mEES EXISTING TREES PROPOSED • + • •• • (E) (E) • C + • •• • AC.,.CIA MELANOXYLON I SLACKWOOO ACACIA JACARANOl'I. AC\JTIFOI.IA / JACARANO" LA~S NOl!tlLIS 'SARATOGA'/ IAYTRliE Ml!TIIIOIIOER08 IXCELSUS I NEW ZEALAND CHl'llSTMAS T~E '1.ATANUS ~CEMOSA/ CALIFORNIA SYCAMORE l'ODOCARl'US GAACILIOR / FERN PINE OUERCUS AGRIFOLIA I COAST LIVE OAK SCHINUS MOLLE I CALIFORNIA PEPPER TREE TIPUANA T'11PU I TIPU TREE E) n 0 TRISTANIAOONFERTA/ v... BRISBANE BOX {E) SYMBOL IOTANJCALt COMMON NAME SHRUBS, VINES & GROUNOCOVERS: ~ ACACIA Rl!DOLENS I ~ PROSTRA'l'E ACAC!t, ,,,,,,,,_.,.,, ,,,,,,,.,,,,, ,,,,~,,,,,,,.,, ,,,,,,,,,,,., 0 0 AGAPANTHUS ORl!NTALIS 'ALBUS' I WHITE Ll~Y-OF-THE-NILE 81,CCHA~II 'THOMPSON' I COYOTE BRUSH IIOUGAINVILLEA 'tt:M1"1.E FIR!' I SHRUBBY BOUGAINVILLEA CAREX ll.lCHANANll 1 LEATHER LEAF SEDGE CARIS8AQ. 'BOXWOOD BEAUTY' I NATAL PLUM CEA~IIIUS (I. H.'YANKEE POINT' I ~OSTRATECEANOTHUS FESTUCA RU9RA (AT BIOl!IWALES) / RE!D FESCUE (UNMOWN) Hl!LICTOTRICMON SEMPERVlfllENS I BLUE OAT GRASS Hl!ME,ito¢ALLIS 'STARBUfllST OAANGE' I EVERGfllE!EN ORANGE DAYLILY HIITER~S AReLITIFOLIA I TOYON i PHORM'I~ T!NAX 'Mil.ORI S~ISE' / NEW Zl:AI.ANO FLAX LIGUSTRUM JAPONtOUM 'Tl!XANIJM' I TEXAB PIIIV!!T MIJHLE!N'IERGIA C. 'illl!GAL MIST' I NCN SIZE 24" l!OX EXISTING (E) 24" IIOX 34"IIJ0il! 1!! Cl\l!L UISTING (E) 24"110,i EXISTING (E) 24" BOX EXISTING (E) 15GAL EXISTING (E) 24" 19())( EXISTING (IE) 1SGAL EXISTING (E) IIZE SPACING 1 GAL. PLANT e• O.C. 1 GAL. PLANT 18" O.C. PLANT 3e" 0.C. 1 GAL. PLANT 18" 0.C. 1 GAL. PLANT 24" 0.C. 5GAL. PLANT 30" 0. C. 1 GAL. PLANT 30" 0.C. SEED 1 GAL PLANT 24" 0.C. 1 GAL PLANT 24" 0.C. PLANT 5' 0 C. PLANT 311'' 0.C. 8 GM.. PLANT 30' 0.C. PLANT 31" O.C. DETAI. !EE. • A A II B B B 8 8 8 Ol!:TAIL REF C,E,F C,E C,E C,E C, E C,E C, I! C,1!,F C,E C,E C,I C, E C, I! "I 'APPROV!:0 P:Ofllt flll..ANTING iliND 1 IRRIGATION ONLY, ,INCLUDING F'R!C!I. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR ANO DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. LOCATION OF PLANTING AREAS. CITY OF CAFtL8E!IAD PLANNING O■PAl'ITME!NT LANDSCAPE IPIRIGATION PLAN BRESSI RANCH LOT 40 ASSISTANT PLANNING DIRECTOR 3-/,.j-(X; DATE Fax 7604381155 www.ridgO.com INSPECTOR DJ.TE BY DE$CRIPTION AP~'D DWN BY J -,-----~c.=::-,_=-.__ _____ _::::,:=;::_:.c::;_ ______ _,_.:.;:..:-=-i, CH~D ay_R'-"S'--- OJ.TE REV1810N8 , nELD BY I ~noaOTNo. . CT 05-07 11 435-3L L5.3 I --·-r-·--:--~ -I -----------·· I , ' ' ' i. I ' i ' ,,--~ / SYMBOL BOTANICAL/ COMMON NAME SIZE SPACING SHRUBS, VINES & GROUNDCOVERS: 0 @) ,,,,,,,,,,,,, ,,,,,,,,,,, ,,,,,,,,,,, ,,,,,,,,,,,,,,, IS> 0 t<•:•l -- 0 0 0 @ m11#EJJII 1~~~~~~~~1 (j) 0 0 .......... •••••••••n .......... •••••••••n .......... e .,, ___ ...,,--_______ -_--- ~+-;,;.:wr,.,....-:,:, 'i:£,irl:;,w,~~ ACACIA REDOLENS I PROSTRATE ACACIA AGAPANTHUS ORIENT ALIS 'ALBUS' I WHITE LILY-OF-THE-NILE ARBUTUS UNEDO 'COMPACTA' I DWARF STRAWBERRY TREE BACCHARIS 'THOMPSON' I COYOTE BRUSH BOUGAINVILLEA 'TEMPLE FIRE'/ SHRUBBY BOUGAINVILLEA CAREX BUCHANANII / LEATHER LEAF SEDGE CARISSA G. 'BOXWOOD BEAUTY' / NATAL PLUM CEANOTHUS G. H. 'YANKEE POINT/ PROSTRATECEANOTHUS FESTUCA RUBRA (AT BIOSWALES) / RED FESCUE (UNMOWN) HEDERA HELIX 'HAHNII' / HAHN'S rvY HELICTOTRICHON SEMPERVIRENS / BLUE OAT GRASS HEMEROCALLIS 'STARBURST ORANGE' / EVERGREEN ORANGE DAYLILY HETEROMELES ARBUTIFOLIA / TOYON PHORMIUM TENAX 'MAORI SUNRISE'/ NEW ZEALAND FLAX LIGUSTRUM JAPONICUM 'TEXANUM' I TEXAS PRIVET MUHLENBERGIA C. 'REGAL MIST'/ NCN MYOPORUM PARVIFOLIUM / NCN NASSELLA TENUISSIMA / MEXICAN FEATHER GRASS PENNISETUM CUPREUM 'RUBRA' PURPLE FOUNTAIN GRASS RHAPHIOLEPIS I. 'BALLERINA'/ INDIA HAWTHORN RHAPHIOLEPIS I. 'CLARA'/ INDIA HAWTHORN ROSMARINUS 0. 'PROSTRATUS' / TRAILING ROSEMARY SAL VIA LEUCANTHA / MEXICAN SAGE SENECIO SERPENS/ N.C_N_ STRELITZIA REGINAE/ BIRD OF PARADISE TRACHELOSPERMUM JASMINOIDES / STAR JASMINE WESTRINGIA 'MORNING LIGHr/ DWARF COAST ROSEMARY PARTHENOCISSUS TRICUSPIDATA/ BOSTON IVY TURF N.C.N. 1 GAL. PLANT6' O.C 1 GAL. PLANT 18" O.C. 5GAL. PLANT 8' O.C. 1 GAL. PLANT 36" QC. 1 GAL. PLANT 18" O.C. 1 GAL. PLANT 24" O.C. 5GAL. PLANT 30" O.C. 1 GAL. PLANT 30" O.C. SEED FLATS PLANT 8" O.C. 1 GAL. PLANT 24" O.C. 1 GAL. PLANT 24" O.C. 5GAL. PLANT 8' O.C. 1 GAL PLANT 36" O.C. 5GAL. PLANT 30" O.C. 1 GAL PLANT 36" 0 C. FLATS PLANT 12" 0.C. 1 GAL. PLANT 30" O.C. 1 GAL. PLANT 36" O.C. 1 GAL. PLANT 30" O.C. 5GAL. PLANT 30" O.C. FLATS PLANT 10" O.C. 1 GAL. PLANT 36" O.C. FLATS PLANT 12" O.C. 5GAL PLANT 36" O,C, 1 GAL-PLANT 18" 0.C. 5GAL. PLANT 36" O.C. 5GAL. SEE PLAN SOD EXISTING STREETSCAPE & SLOPE PLANTING TO REMAIN SYMBOL E, /j: J $ ---- NOTES: NOTES EXISTING SHRUBS AND GROUNDCOVER DENOTES SOIL SAMPLE LOCATION (4 TOTAL) -REFER TO PLANTING NOTE 'H', SHEET L6.1 FOR ADDITIONAL INFORMATION DENOTES ROOT BARRIER, TO BE INSTALLED AT ALL TREES WITHIN 5 FEET OF Al!N HARDSCAPE, PAVEMENT OR CURB. ROOT BARRIERS ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (800) 458-7668, INSTALLED PER MANUFACTIJRER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOT BE WRAPPED AROUND THE ROOTBALL 1. ON-CENTER SPACING NOTED ON THE PLANT LEGEND TAKES PRECEDENCE OVER PLANT COUNTS OR SYMBOLS SHOWN ON THE DRAWINGS. 2. CONTRACTOR TO SUBMIT SOIL PREPARATION AND BACKFILL SPECIFICATIONS TO CITY INSPECTOR AND LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL AT LEAST FOURTEEN (14) DAYS PRIOR TO INSTALLATION OF SOIL AMENDMENTS OR PLANT MATERIAL. 3. SOIL PREPARATION AND BACKFILL AMENDMENTS PER SPECIFICATIONS AS RECOMMENDED BY AGRONOMIC SOIL TEST REPORT. KEYMAP REF. C,E,F C,E C, E C, E C,E C,E C,E C,E C,E, F C,E, F C,E C,E C, E C,E C,E C,E, F - C,E, F C,E C,E C,E C,E,F C,E C,E, F C,E C,E,F C,E D + ----------( E ) • •• • E) + • •• • c~) 0 (E) 0 10 PLAT ANUS RACEMOSA I CALIFORNIA SYCAMORE PODOCARPUS GRACILIOR I FERN PINE QUERCUS AGRIFOLIA I COAST LIVE OAK SCHINUS MOLLE I CALIFORNIA PEPPER TREE TIPUANA TIPU I TIPU TREE TRISTAN IA CONFERTA I BRISBANE BOX RIGHT-OF-I 20 40 SCALE AND NORTH 60 15 GAL EXISTING (E) 24" BOX EXISTING (E) 24" BOX EXISTING (E) 24" BOX 15 GAL EXISTING (E) 24" BOX 15 GAL EXISTING (E) B B B B B B I I Smith C'onsulting Architects 12220· El Camino Real , Suite 200 San Diego Cali.fornia 92130 (8581793-4777 Fax \8581793-4787 r'LAI\J I Lt: \.;J t: I\J U SYMBOL TREES EXISTING TREES PROPOSED • D □ E) BOT. NAME/ COMMON NAME ACACIA MELANOXYLON / BLACKWOOD ACACIA JACARANDA ACUTIFOLIA / JACARANDA LAURUS NOBILIS 'SARATOGA' I BAY TREE METROSIDEROS EXCELSUS I NEW ZEALAND CHRISTMAS TREE SIZE 24" BOX 36" BOX 24" BOX 24" BOX (LEGEND CONTINUED AT LEFT) R I D G E LANDSCAPE ARCHITECTS 755 Rainlree Drive, Suite 300 Carlsbad, CA 92009 Tel 760 4381002 Fa:t 760 438 1155 www.ridgcla.com --- "AS-BUIL r ,✓J;111/4✓ REVIEWED BY: INSPECTOR DETAIL REF. B A A B J. 5 PROVIDE 24" DIAMETER MULCH AREA AT BASE OF TREES IN TURF AREAS P6R'iSlW(Nl'i~O'l1/Q'3~15eE'ISNffiFf35.'f it®J~ FOR PLANTING DETAILS AND NOTES, SEE SHEET L6.1 (25). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (26 -29). 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 P~NING DEPARTMENT LANDSCAPE PLANTING PLAN BRESSI RANCH LOT 40 APPROVED ,A l---+----+-----------+--------1 =~~-?/~ IE.~~--7-~/() ASSISTANT PU.NNING DIRECTOR DATE DATE BY DESCRIPTION REVISIONS APP'D DWN BY_..,,J.=_C __ CHKD ey_R_s __ FIELD BY PROJECT NO. CT 05-07 DRAWINGI NO. 435-3L L5.4 _c vl v\ I v> r --- C <C 0 (E a:(E >-- RIGI-IT-OF-Wf< Y LINE, TY1'>. ---tL.__.,.f!ll!!eii- --- ---- L. ' \ -- .......... ---- 4) KEYMAP I I \ I ------ -------r:,1-, -I· ---------- JO' W~TEi W£/f? £AS I I I I L .. I ◊. M. N. SOIL SAMPLE LOCATION 4 OF 4 --L """"', :'··"' I WM/1 / (TYP.) :. if • /I" ,,,,,, ==,; ;;~;~;~; /(TYP~ / ~'f:l-. / . ~~<"~ / '" ',~-it' 'y / ~~ ",x,/0 \~ / ~~ / ":, '\J! / / .::;· / /~◊ / / / / ~x1, 1/ / e,_;<ff / ............. ~✓..->~- , vx1- / ~ ... ~ '/ / ~· // / / ~ ', / / ',~---. ' / /' "'✓ ··: / / ~ ~"il:..·~Y. / • :~-~~...,, / i:.'\ ~~~ (V :...~ 11' ./ +:,~ ~ A<tflv / ~ <:j 1/ I~ c-.;<ff '\\ / //~~ \ / // ,,._cf \ \ ;/ ~,. \ '\ ),,> '/ \ IRl21iVDRANT . / / I ~ / (TYP.) .; .; NOTES: .... ;,;;,.·.,,,,, 1. ON-CENTER SPACING NOTED ON THE Plf<NT LEGEND TAKE$ PRECEDENCE , OVER PLANT COUNTS OR SYMBOLS SHOWN ON THE DRAWINGS. _,,. . ...,,,_ .,,,. 2 CONTRACTOR TO SUBMIT SOIL PREPARATIIQN AND 8f<CKPILL SPECIFICATIONS --· --TO CITY INSPECTOR AND LANDSCAP! ARCHl1'1!CT FOR RSVll!W AND 0 C!D G 0 MYOPORUM PAFllVIFOLIUM I NCN NASSELLA TENUISSIMA I MEXICAN FEATHER GRASS PENNISETUM CUPREUM 'RUBRA' PURPLE FOUN"T'AIN GRASS RHAPHIOLEPIS I. 'BALLERINA' I !NOIA HAWTHORN RHAPHIOLEPIS I. 'CLARA' I INDIA HAWTHORN ROSMARIN US 0. 'PROSTRA"T'US' I TRAILING ROSEMARY SALVIA LEUCAITTHA / MEXICAN SAGE SENECIO SERPENS/ N.C.N. STRl!LITZIA REGINAE I BIRD OF PARADISE TRACHELOSl'ERMUM JASMINOIDES 1 STAFll JASMINE WESTRINGIA 'MORNING UGH"T''I DWARF COAST ROSEMARY PARTHENOCISSUS TRICUSl'IOA"T'AI BOSTON IVY "T'URF N.C.N. Ej<ISTING STREE"T'SCAPE & SLOPE !'LANTING TO REMAIN SVM E!OL NOTES EXISTING SHRUBS AND GROUNDCOVER FLATS 1 GAL. 1 GAL. 1 GAL. 5GAL. FLATS 1 GAL. FLATS 5GAL. 1 GAL. 50AL. 5GAL. I I I l"Lf<NT 12" O.C. PLANT 30" O.C. PLANT 311" O.C. PLANT 30" 0.C. PLANT 30' 0.¢. PLANT 10'' 0.C. PLANT 36" O.C. PLANT 12' 0.C. f>I.ANT 38' 0.C. PLANT 18' O.C. PLANT 36' 0.C. SEE PLf<N C, E,F C,1!,F C, I! C, I! c, E! C, E, F C, I! C.E,F C, I! C,E,F C,E D PLANT LEGEND SYMBOL !IOI, N,I\M! t COMMON Nil.Ml!, SIZE TREES EXISTING TREES PROPOSED • • Aet<CIA Ml!LAN()XYLON I !llf<CKWOOD !<CACI!< 24" IOX EXISTING (I!) {E) + (E) •• • E) {E) Q., Cl (/) 0 + • •• • 0 JACARANDf< ACIJTIFOLIA I 36" !IOX Jf<CARf<NDf< 1.AU1'\U8 NOl!ILl8 '!IARATOGf<' / 24" SOX BAY TREE ME'TROSIOEROS EXCELSUS I 24" BOX NEW ZEALAND CHRISTMAS TREE PlA "T'ANU!I RACEMO!A I CALIFORNIA SYCAMORE PODOCARPUS 19RACIUOR I FERN PINE QUERCUS f<GRff'Ollf< I COAST LIVE OAK ICtftNU8 MOLLI! I CAUFOFINI" P!:l"Pl!!R TREE TIPUANATIPUI TIPU "T'REE 'MJ!TANIA CONFERTA/ BRISBANE BOX 15 Gf<L l!XIS"T'ING (E) 24" 91())( EXISTING (E) 24• !JOI( EXISTIMJ {I!) 1511AL EXl8TING (E) 24" BOX EXISTING (E) 15GAL EXISTING (E) §YMBQL BOTANICAL I COMMON Nff SIZE SPi',CtNG SHRUBS, VINES & GROUNOCOVERS: v.:,yx"'.)(xl ACACIA REDOLENS I ~X:<:½::,j PROSTRATE ACACIA 1 GAL. ,,,,,.,,.,,,,u .,,,.,_n,u.u, ,,.,,.,.,.,.,.,,,, .,.,,.,.,,,,,,, IS> 0 AGf<Pf<NTHUS OFUENTALIS 'AL!IU8' I 1 GAL. WHITE Lil Y-OF-"T'HE-NILe l!ACCHAl'tlS 'THOMPSON' I 1 GAL. COYOTE l!RIJSH IIOUGAINVl~LEA 'TEMPLE FIRE' / 1 GAL. SHRUBBY BOUOAINVILLEf< CARl!X l!IOCl-lf<MANH I' 1 GAL. LEATHER Ll!AF SEOOE CARISSA G. 'BOXWOOD BEAUTY'/ 5 GAL. NATAL PLUM CEANOTHU$ G. H.'YANKEE i>01NT / 1 GAL. PROSTRATE CEANOTHUS FESTUCA RU!IRA (AT BIOSWAL!S) I SEED RED FESCU!E (UNMOWNJ HELIC"T'd'tJl!ICHON SEMPERVIRENS I 1 GAL. BLUE OAT GRASS HEMEROCALLIS 'STAABUfl!S"T' ORANGE' I 1 GAL. EVERGREEN ORANGE DAYLILY HETl!ROM'!!LES ARf!JUTIFOLIA I 5 GAL. PLANT 9' 0.C. PLANT 11" O.C. Pl.ANT 38" O.C. PLANT 18' 0.C. "'-"NT 24" 0.C. PLANT 30" 0.C. PLANT 30' O.C. PLANT 24' O.C. l'LANT24" O.C. PL'.NT 5' O.C. I A A II 19 • 8 II Dl!Tf<IL REF. C, E,F C,E C,E C,E C,E C, I! C,E C, E, F C,E C, E ----APPROVf<LAT LEAST FOURTEEN (14) DAYS PRIOR TO INSTALLATION OF SOIL -· -· -· -AMENDMENTS OR PLANT MATERIAL. 1:) • .. /·····./1 $ DENOTES SOIL SAMPLE LOCATION (4 TOTAL)· REFER rro PLANTING NOTE 'H', SHEET L6.1 FOR f<DDITIONAL INFORMATION TOYON F'HORM'I UM TENAX 'MAORI SUNRISE' I 1 GAL. PLANT 31" O.C. C,E 0 10 20 40 3. SOIL PREPf<PlATION AND BACKFILL AMENDMEN"T'S PER SPECIFICATIONS f<S RECOMMENDED l!Y AGRONOMIC $OIL Tll!ST REF'ORT. 4. MULCH ALL NON-TURF PLANTING AREAS LESS STSEP THi'<N 3:1 WITH A 3" DEl!P LAYER OF APPROVED ORGANIC MULCH. 5. PROVIDE 24" DIAMETER MULCH AREA AT !!,<.Sf OF TR!!ES IN TURF AAEAS. REFER TO 'EROSION CONTROL NOTES', SHEET L6.1 (25) FOR PLANTING REQUIRE'MENTS ON ALL SLOPED PLANTING AREAS ON SITE. 60 SCALI! AND NORTH I' , I II I I ----DENOTES ROOT BARRIER, TO BE INSTf<LLED AT ALL TREES Wl"T'HIN 5 FEET OF ANY HARDSCAPE, PAVEMENT OR CURB. ROOT BARRIERS AAE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (BOO) 458-7668, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NO"T' BE WRAPPED AROUND THE ROO"T'BALL. FOR QUANITITY TOTALS, SEE SHEET L5.1 (20). FOR PLANTING DETAILS AND NOTES, SEE SHEET L6.1 (25). 0 FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (26 -29). NEW ZEAi.ANO FLAX LIGUSTAUM JAPONICU"1 'TEXANUM' I TEXAS PFlllvlET MU,1-ilLl!Nl!l~GIA C. 'Rl!<SAL MlST I NCN . 5GAL. PLANT 30' O.C. C,E 1 GAL. PLANT 38' O.C. C,E AF'PROVEO FOR F'LANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, AS$T. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD l"LANNING Dl!P'ARTMENT R I D G E LANDSCAPE ARCHITECTS 755 RaintrH Drive, Sulhl 300 Carlsbad, CA 92009 Tel 700 438 1002 Fax 7804381155 \WIIW.lldgela.oom l..A. REVIEW[O BY, INSPECTOR DATE LANDSCAPE PLANTING PLAN BRESSI RANCH LOT 40 EKP. ------1----+--+----------------...._--' ~7:'::i;~~===:;;;::============= APPROVE 3-J:J..a; A SISTANT PLANNING DIRECTOR DATE DATE DATE IY DESCRIPTION REVISIONS OWN BY J l'ROJacJTNO. 11 DM-NO. A P'O C~KO IY RS rIELO IY CT05-07 435-31.. LS.5 I r~ I I ~t., '; PLANTING NOTES A. REFER TO PLANTING SPECfll'ICA TIONS ANO DETAILS FOR SOIL PREPARATION, FERTILIZATION, MULCHING AND OTHER PLANTING INFORMATION 8. NOTIFY THE OWNER'S AUTHORIZED RE~ESENTATIVE 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. C. VERIFY AI.L EXISTING CONDITIONS, DIMENSIONS ANO ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. D IU:F'ORT OtSCRE~NCJel IN THE DP'IAWINGS OR BETWEEN THE DRAWINGS ANO ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTION SHALL EIE ISSUED ~IOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL 1'1.ESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO F,A,l,LURE TO REPORT KNOWN DISCREPANCIES. E. LOCATE All EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND ll>ROTECT THEM FROM Cl.A.MAGE NOTIFY THE OWNEIR'S REPRESENTATIVE IMMEDIATELY ANO I\SSUME FULL RESPONSll!ULITY FOR EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH DAMAGED UTILITIES. F. LOCATION OF N.I.C. CONSTIUJCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC. ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. G. 09TAIN AI.L SOIL FOR LANDSCAPE PLANTING AREAS OR IIERMS FROM ON-SITE EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY, SUBMIT IMPORT SOIL TESTING RESULTS FOR APPROVAi. PRIOR TO IMPORTATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT GROWTH. H. AFTER ROUGH GRADES HAVE BEEN ESTABLl'SHED IN PLANTING AREAS, HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION ~HAVE SAMPLES TESTED BY SOIL AND PLANT LAB, (714) 5158-11333, FOR SOIL FERTILITY, TAKE TWO SAMPLES AT EACH LOCATION: (1) GROUND LEVEL TO 11J" DEEP, (2) 24" TO 38" DEEP EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL TO BE LABELED PER LOCATION AND DEPTH. INSTALL SOIL PREPARATION AND BACK FILL MIX TO CONFORM TO THESE RECOMMENDATIONS OHi. Y UPON RECEIPT OF WRITTEN CHANGE ORDER FROM THE OWNER. SUBMIT SOIL REPORT TO CITY INSPECTOR AND LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO AMMENDING SOIL. I. IULL ANO REMOVE ALL lXll!ITING WEEDS FROM IIIITE AREAS PER !IPECtFICA TIONS. J. ASSUPU: l'OSITIVE Dl'IAINAGE IN .t.LL PLANTING AREAS, 2 % M'INIMUM. K. LOCATE ANO TAG ALL PLANT MATERIAi.. MATEFUAL SHALL !IE IN CONFORMANCE WITH PLANTING PLAN OESCRIPTIONS AND Sl"ECIFICATIONS . .t.LL PLANT MATERIAL IS SUIIJECTTO REVIEW AND APPROVAL PRIOR TO INSTALLATION. PFII.OVIOE PHOTOS OF REPRESENTATIVE EXAMPLES OF EACH TAGGED BLOCK TO LANDSCAPE ARCHITECT MINIMUM 21 DAYS BEFORE ANTICIPATED DELIVERY. PHOTOS SHALL INCLUDE A PERSON 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 TREES WITHIN A SPECIES SHALL HAVE MATCHING FORM. M. FINAi. LOCATION OF ALL PLANT MII.TERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE. N. PLANTING QUANTITIES Al'!E GIVEN FOR CONVE!ilENCE ONLY. PLANT SYMBOLS AND SPECIFIED SPACING SHALL TAKE PRECEDENCE. 0. AT EDGES OF PLANTING AR£AS, THE CENTER LINE OF THE LAST R<m OF SHRUBS AND/OR Gl'tOUND COVER SHALL BE LOCATED NO FARTHER FROM THE EDGE THAN ONE-HALF THE SPECIFIED ON CENTER SPACING. P. INSTALL GROUND CCM:R ANO/OR SHRUB MASSES WITH TRIANGUlAR SPACING UNLESS OTHERWISE K\IDICATED. R. ALL CURVE TO CURVE ANO CURVE TO TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH ANO UNIFORM. Q. REMOVE ALL NURSERY STAKES "NO ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION UPON PROVIDING SUPPORT PER PLAN. S. DURING THE LENGTH OF THE GUARANTEE PERIOD, 9E RESPONSISLE FOR PROPER STAKING AND/OR GUYING OF TREES TO ENSURE STABILITY. T. MULCH ALL LANDSCAPE APIEAS (EXCLUDING TURF) HAVING LESS THAN A 3:1 SLOPE WITH A 3" DEEP LAYER OF MEDIUM GRINO BARK PER SPECIFICATIONS AT TH'E CONCLUSION OF PLANTING OPERATIONS. SUBMIT MULCH SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERY TO JOB SITE U. ANNUAL COLOR TO IE SELECTED BY L"NDSCAl"E ARCHITECT AT TIME OF INSTALLATION. REQUEST RECOMMENDATION A MINIMUM OF 48 HOURS IN ADVANCE OF NEED FOR DELIVERY. V. COMPLY WITH EROSION CONTl'IOL NOTES HLOW FROM THE CARLSBAD CITY LAN'DSCAPE MANUAL. EROSION CONTROL NOTES • SLOPES REQUIRING EROS!OtJ CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING STAND ... RDS: A. STANOARO #1 -COVER CROP / JUTE Ml!IH COVER CROP !lHALL 1!1E A SEED MIX TYPICALLY MADE UP OF FAST COVERING GRASSES, CLOVEFtS, AND/OR WILD FLOWERS. SUBMIT SPECIFIC SEED MIX FOR CITY APPROV"L PRIOR TO APPLICATION. THE COVER CROP SHALL BE "PPLIED AT A RATE ANO MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN 30 DAYS. TYPE OF JUTE Ml!SH SHIii.LL BE APPROVED BY THE CITY AND STAK!!O TO THE SLOPE A$ RECOMMENDED BY THE M"NUF,..CTURER. JUTE MESH SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15TH AND APRIL 1!5TH. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR JUTIE MESH SHALL BE USED. I. STAND"RO #2 · OIIIOUNOCO\ll!R 100% OF AREA TO BE PLANTED WITH A GflOUNO CCM!!R KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN (1) YEAR). C. STANDARD#3-LOW~8 LOW SPREADING WOODY SHRUBS ("'-ANTED FAOM A MINIMUM OF 2-3/4" LIN!RS) SHALL COVER A MINIMUM OF 70% OF THE SLOPE F"CE (AT MATURE SIZE). Cl. ST,..NOARD #4 -TR!EES AND/ °" LARGE SHPMIS TREES ANO I OR LARGE SHRIJIS SHALL BE (PLANT!D FROM A MlNIMUPil OF 1 GAi.. 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 "ND #2. • ALL SLOPES 6:1 OR STEEPER AND 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. • ALL SLOPES 6:1 OR STEEPER AND 4' TO 8' IN VERTIC"L HEIGHT REQUIRE STANDARDS #1, #2 AND#3. • ALL SLOPES 6:1 OR STEEPER AND I' OR GREATER IN VERTICAL HEIGHT PIEQUIRE STANDARDS #1, #2, #3 AND #4. • COVER SEED CROP COMPOSITOIN TO IE: DESCRIPTION ESCHSCHOLZIA CALIFORNICA LUPINUS SUCCULENTUS O'CONNOR'S LEGUME FIBER MULCH 16-16-16 FERTILIZER STABILIZING BINDER #/ACRE 2 2 20 2000 400 120 E LeQuAL L '1 " NOTES A. ALL SHPIUBS I GROUND COVERS SHALL !!IE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISI, INDICATED ON PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. GROUNDCOVER PLANTING @©CD lLJ S§CTION LEGENQ: 1. LOC>.T! F'LANTS WITH EQUAL SPACING AS lliJDICATEO ON PLAN, TRIANGULAR SPACING. 2. 24" CLEAR VEHIICLE OVERHANG ZONE - LOW (MAX. 8" HT.) GROUND COVER ONLY. 3. CURii 4. SPRINKLE!R HEAD -LOCATE BETWEEN PARKING STALLS WHENEVER POSSIBLE - MAX. 6" POP-UP WHEN LOCATED IN VEHICLE OVERHANG ZONE. 5. Vl:HICLE 5. 112 SPACING FOR SPECIFIED PLANT MATERIAL PLANTING ADJACENT TO PARKING I I I I I 11 I I EQUAL • • F'LANVIEW NOT TO SCALE • N.T.S. LEGEND 1. ONE THROUGH FIFTEEN GALLON SIZE CONTAINER PLANT 2. WATERING B"SIN • MIN 4" DEPTH. REMOVE l!!ASIN AFTER MAINTENANCE PERIOD. 3. FINISHED GRADE 4. AMENDED BACKFILL MIX -SEE SPECIFICATIONS. TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING. 5. FERTILIZING TABLETS PER SPECIFICATIONS 5. ROOTBALL OF PLANT -MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS. 7. EXISTING SOIL 8. "CROWN" OF PLANT~ MUST NOT Bl! BURIEb !ll!LOW LEVEL Oil' SURROUNDING SOIL. 2X 0/A. OF ROOTBALL L!Gl!NO i. SPECIMEN TREE, 31!' IOJ( OR LARGER 2. IL.ACK PVC HOiie WITH 1111" l!IRAIDED 0.-.LVANIZED STEEi. GUY CABLE, USE GALVANIZED CABLECLAMPS AND TURNBUCKLE. MINIMUM (3) GUYS PER TREE, PROVIDE ADDITIONAL GUYS IF REQUIRED OUE TO SITE CONDITIONS. 3. flNISH GRADE. CROWN OFTRl!'E MUST NOT BE P'LANTED BELOW THIS LEVEL. 4. WATERING B"SlN -MINIMUM 4" DEPTH. MULOH TO 2" DEPTH AND DEEP WATER TREE IMMEDIATELY AFTER PLANTING. REMOVE BASIN AT END OF MAINTENANCE PERIOD. 5. TREE ROOTB"LIL -MUST NOT 8E ROOT IOUNO. LOOlll!N ANY TIGHT PAC!(ED ROOTS. 5. "MENDED IACKFILL MlX -SEE Sl"ECll'K'.:ATIONS. TAMP ANO WATER-SETTLE BACKFILL BEFORE PU.NTING SO THAT TREE DOES NOT SINK "FTER PLANTING. 7. FERTILIZER TABLETS PER SPECIFICATIONS. I. EXISTING SOIL 9. MODEL 158 DUCKBILL E"RTM ANCHOl't WITH 1/ll' l!IR>IIOED GALV ... NIZED STEEL CABLE. 10. 112' DIA. X 2'-0" LONG WHITE PVCWAMING Dl!l/1CE TO IE INSTALLED IN i>USLIC AREAS 11. ARBOR-GARO TRUNK PROTECTOR FOR USE IN TUN' AREAS. C SHRUB PLANTING NOT TO SCALE A TREE PLANTING • 36" BOX & LARGER NOT TO SCALE LEGEND 1. WALL, FENCE OR TRELLIS, Pl!R PLAN 2. WATERING !IASIN -MIN 4" DEPTH. REMOVE l!W!JIN AFTER MAINTENANCE PERIOD. 3. FINISHED GRADE 4. AMENDED BACKFILL MO< -SEE SPECIFl(lATIONS. TAMP OR WATER SETTLE SO THAT PLAl<JT DOES NOT SINK AFTIER PLANTING. 5. FERTILIZING TABLETS PER SPECIFICATIONS 5. ROOTBALL OF PLANT -MUST NOT l!IE Rc)OTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS. 7. EXISTING SOIL 8. "CROWN" OF F"LANT · MUST NOT l!lE l!lURll:D l!IELOW LEVEL OF SURROUNDING SOIL i. PLACE VIM!. AS CLOSELY AS POSSIBLE TO WALL, FENCE, TRELLIS OR OTHER SUPPORT. SECURE LEADER TO SUPPORT WITH GREEN NURSERY TAPE. (USE EPOXY-TIE ON WALLS AND FENCES). SECURE ALL OTHER LENGTHY BRANCHES IN AN OUTWARD RADIAL PATTERN WITH ADDITION"L GREEN NURSERY TAPE (AND EPOXY-TIE~). AS NECESSARY, TO DIRECT GROWTH. AFTER VINE 15 ADEQUATELY SECURED, REMOVE NURSERY STAKE. B OF ROOTB.AJLL -~~ ~ PLAN VIEW LEGEND 1. 24' CORDED TIE. see SPECIFICATIONS . ATTACH WITH ROOFING N"ILS (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 AFTEFt WATERING BY HOSE. REMOVE BASIN IN LAWN AREAS AND AS DIRECTED BY LANDSCAPE ARCHITECT. 4. FINISHED GRADE. 5. AMENDED l!IACKFILL. SEE SPECIFICATIONS FOR MIX AND PIT SIZI!. 8. PLANT TABLET PER SPECIFICATIONS. 7. EXISTING SOIL. 8. SCARIFY SIDES "ND ilOTTOM OF PLANTING PIT. 9. AR!!OR-GARD TRUNK PROTECTOR FOR USE IN TURF AREAS ~~({1j) 10. SETTOPOFROOTBA,LL3"A!!OVE SURROUNDING GRADE AND SLOPE FOR DRAIN.-.GE. 11. INSTALL #UB24-2 ROOT !!AARIER, AS MANUFACTURED BY DEEP ROOT, (BOO) 45!!-7688, AT "LL TREES WITHIN 5' OF H"RDSCAPE, OR AS SHOWN ON PLANTING PLAN. NOTE: MAINTAIN TURF 3" CLl!Al'I FROM TREE TRUNK. TREE PLANTING -24" BOX & SMALLER NOT TO SCALI FOR LANDSCAPE PLANTING PLANS SEE SHEETS L5.1 •L5.4 (20 • 24 ). FOR LANDSCAPE $PECIFICATIONS SEE SHEETS L7.1-L7.4 (26 -29). VINE PLANTING NOT TO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. R I D G E LANDSCAPE ARCHITECTS 7l'i5 Raintret Orivt, $ult 300 Carllbed, CA g2009 I Tel 760 438 1002 Fax 780 438 1155 www.ridgeta.com LA. REVIEWED BY: INSPECTOR DATE DATE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR "ND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE IY O~SCRIPTION AEI\/ISIONS CITY OF CARLSBAD 11"1.ANNING Dl!,-ARTMl!NT LANDSCAPE PLANTl1NG DETAILS &. NOTES BRESSI RANCH LOT 40 APPROVE Sd.-~--3-KJ-tX, A SISTANT PLANNING DIRECTOR DATE OWN ay _ __,J""--- CHKD ll'r _.:..;R:::.S __ r1£LD r, I, l'l'IO.IIOTNO. CT 05-07 11 --NO. 435-3L L6.1 SECTION 021!11 Lit.NDSCAPE IRRIGATION RECYCLED WATER NOTE: CONTRACTOR SHALL BE f"AMILIAR WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S IRRIGATl'ON SPECIFICA llONS AND IN CASES OF CONFLICT BETWEEN THESE SPECIFICATIONS ANO CMWD'S SPEClf"ICAllONS, CMWl)'S SPECIFICATIONS WILL TAKE PRECEDENCE. Port 1 OENERAL 1,01 SUMMARY A. It It the Intent of th,e 9Peei1',e,otlons cmd dr.,.,.lngs !hot the 1',nlshed system Is complete In every respect and shall be ready for operation aotlsfoctory to the Owner. B. The wort< shot! Include of! moterlols, labor, •ervlces, tronsportotlon, ~nd equipment necestory to perform the work as Indicated on the drowlng■, In these specifications, ond as nece09ary to complete the contract. 1.02 CONSTRUCTION DRA\lll'NGS A. Due to the llCo4e of the drawt,,91, It le not poeelbl• to Indicate oil offset,, fittings, 1tleeve1, etc. which moy be required. The Contractor lthall careful'ly Investigate the atructural and finished conditions affecting all of hl1 work and plan his work accordingly, furnishing such fittings, etc. as may be required to meet such conditions. Drawings ore generally dlogrommotlc and lncllcatlw of the work to be Installed. The work ahall be Installed In euch o monner as ta avoid conflicts between Irrigation 1ysteme. p,lantlng. ond orchltecturol features. B. All work called for on the drawln911 by notH or details shall be furnished and lnataHed whether or not speclflca'ily mentioned In the 1peclflcotlon1. When an Ihm 11 shown on the plans but not ehown on the specifications or vice verso, it shall be deemed to be O'S shown on bath, The Architect shall hove final authority for clorlflcatlon. When a conflict occurs between on Item 1how,n on the plan and as shown on the specifications. the Archltsct lthall have final authority for clarlflcotion. C. The Contractor shell not willfully in1tai'I the irrl90tlon system ca shown on the drawings when it la obvloue in the field that oootructlone, grade differences or discrepanciH in area dimensions exist that might not have been canaldered In engineering. Such obstructions 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 necessory. 1.03 QUALITY ASSURANCE A. Provide at leoat one English speaking pe,r1ton who lthall be present ot oil times during ••ecution of this portion of the work and who shell be thoroughly familiar with the type of material• being lnstolled and the monulaeturer'a recommended methods M installation and who lthall direct all work performsd under this ■ectJo,n. 9. '~onulacturer's d1rection• and detal!ed drawing• shall b• lal'Jowed In ell co••• wher• the manufacturer of article• u1ted In this contract furnleh directions covering points not shown In the drowlnga end speciflcotion1. C. All local, munlclpol and stole law-. rule• ond regulation• governing or relating to any portion of this work ore hereby Incorporated Into and mode a part of these 1peclflcotian1, ond their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to conflict with any of the above rules and regulations of the some. However, when these specillcotlons ond drawing• coll for or describe moteriols,workmanshlp, or construction of o better quality, higher standard, or larger size than i• required by the obave rules ond regulotiono, the provisions of these specifications and drawings shall take precedence. D. All moterlala supplied for this project ■hall ba new and fru from any defecte. All defsctlve moterlols shall be replaced Immediately ot no oddltlonal cost to Owner. E. The Contractor shall 1ecure the required licenses and permit• lneludfn,g payments of charges and fees, 9lve required notices to public outhorltles, verify permits securod or arrangements mode by others affecting the wo~k of this section. 1.04 SUBMITTALS A. Moterla11 Lilt 1. Alter oword of contract and' be;for• or,y lrrlgotlon ■:,stem materials are delivered ta th• Job site, submit to the Owner o complete li■t of ell irrigation systems, materials, or procesees proposed to be furnished ond lnstolled as part of this contract. 2. Shaw manufacturer's name and catalog number for each item, furnl1h complete cotolO<JI cuts and technical data, furnish the rno,nufocturer's recommendations as to the method of Installation. J. No substitutions wNI be allowed without prior written occ1pto11ce by the Archlt'9Ct or Owner's authorized repressntoUw. 4. Manufacturer's wcrrontles ehall not rellew the Contractor of his llcblllty under the guarantee. Such worrontiss shall only supplement the guorontee. !I. Substitutions: If the Irrigation Contractor wllhe■ to .,_.,t,,tltyte ony equipment or materlat ■ for thaae ~uipment or materials listed en the Irrigation drawing• end specifications, he may do 10 by providing the following information to the Architect or Owner's outhorized representative for approval. 1. Provide o wr1tten stotement lnd1cotlng the reason for moklY,g the 1ubstltutlon. 2. F'rovlds catalog cut sheets, technical data, and performance Information far eoch tubetltute item. 3. P'rovlde In writing the clllference In t,,stolled price If the Item ls accepted. 1 .05 !EXISTING COND1110NS A. llhe Contractor shall verify and be familiar with the locations, size and detail cf points of connection provided as the source of water, electrlcol 1upply, and tel1phone line connection to the irrigation system. B. lrrJg;otlon design le baeed on the avcllcible ■totlc water preeeure shown on the drawing,. Contractor shall verily stotic wot..-on the project prior to the start of construction. Should a discrepancy e•l•t, notify the Arohlteet and Owner's authorized representative prior to beginning construction. C. Prior to cutting Into the 1011, the Contractor ■hell l1>eate all cables, conduits, aewe,r uptlc tanks, and other utilities as ore c:ommonly encountered underground ond he shall take proper precautions not to damage or dl1turb such lmprawment ■. If a conflict exists between ouch obstacles and the proposed work, the Contractor eholl promptly notify the it.rchltect ond Owner who will arrange for relocations. The lrrigotlon Contractor will proceed in the oame manner if o rock layer or any other auch eondltlons are encountered. D. The Contractor shall protect oil existing utilities end features ta remain on end adjacent to the project site during construction. Contractor shall repair, at his own cost, all domoge resulting from his operations or negligence. E. The Irrigation Contractor shall coordlnoto with the Generol Contractor for ln•tollation of required sleeving as shown on the plona. 1.06 INSPECTIONS A. The Contractor shall permit the Architect and Owner's authorized representatlw to visit and Inspect at all times any port of the work ond shall provide sofe access for such visits. B. Wher• the speclflcatlo,n• require work to be tested by the Contractor, It lthotl not be covered over until accepted by the Architect, Owner's outhorlzed representotlve, end/or governing agencies. The Irrigation Contractor shall be solely responsible for notifying the ---I Architect, Owner, and governing agencies, a minimum of 48 hours In odvonc,. where and wtien the work is ready for testing. Should any work be covered without testing or acceptance, it shall l:>e, if 10 ordero,d, uIncovered at tho Irrigation Controctor's e,pense. C. lnspectlbn1 wlll be req~lred for the following ot o minimum: 1. Systtrn layout 2. Preseure test of Irrigation main line (Four houre at 125 PSI or 120,C of ataUa water pressure, which ever I* greeter.) .3. Coverage teat of lr~lgotlon system 4. Final Inspection prior to start of molntenance period 5. Final acceptance D. Site observations and testing wlll not commence without the record drawings as prepore~ by the Irrigation Contractor. Record drawings must be complete and up to dote for each site visit. E. Work which fall• testlnt and la not accepted wlll be reteoted. Hourly rotas and expenses of the Architect, Owner's authorized representative. end g-overning agencies for reinspection or retesting will be paid by the Irrigation Contractor ot no odditlonol expense to Owner. 1.07 STORAGE ANO HANDLING A. Use all meon ■ nacessdry to protect Irrigation system moterlols before, du1rlng, and ofter lnstatlotran end to protect the lnstollotlon work and materials of all other trodes. In the event of damage, lmmedlotely make all repolre and replacements necessary to tht acceptance of the Landscape Architect end Owner and at no oddltlonol cost to the Own,er. 9. E,erclae care In handling, cover until ready to lnetall. to allow the pipe to lay -flat 1.01! CLEANUP AND DISPOSAL loading, unloading, and storing plastic pipe ond flttl~g• under Transport plastic pipe only on o vehicle with o ~ed lion,g enough to ovoid undue bending and concentroted e.ternal load. A. Dispose of waste, tra!III, and debris In accordonce with oppllcoble lows ond ordinances o~d oe 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 generoted by his work and workmen ot freouent Intervals or when ordered to do so by the Owner's authorized repre•entatlve. B. At the time of completion the entire site wlll be cleared of tools, equipment, rwbblsh 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 all changes In the work cclnstltutlng departures from the oflglnol contract drawings. 2. The changes ond 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 outhorlzed representative. 3. Dimensions from/to permanent points of reference such as buildings, sldew~lks, curbs, etc. •hall be shown. Data on record drawings shall be recorded on a doy to ~ay basis 01 the project Is being Installed. All lettering on drowings shell be minimum 1 /8 inch in site. 4. Show locotlons ond depths of the following Items: a. Point of connect~n (Including water meters, backflow preventors, me1ster control valves, etc.) b. P!outlng of sprinkler prsssure li'na (dlmen1lon1 1hown at o mo>tlmum of 100 feet along routing) c. Gat• valves d. Automatic remott control valves e. Quick coupling valves f. 'louting of control wires g. Irrigation eontro11,41r, h. Flelated equlpmertjt (01 may ba directed) 5. IAolntoln record drawings on site at ell times. Upon completion of work, transfer all as-built informotlon and dimensions to reproducible sepia prints. fl. Controlltr Charts: 1. Record drowlng1 mu,11t be approved by Architect ond/or Owner's outhorlited lepresentollve before charts ore prepared. 2. Provide one controll•r chort for each automatic controller. Chert shall show the area covered by the portlcuiklr controller. .3. The chert 11 to be C reduced co,py of the octuol •record'• drawing,, controller sequence lo not legible when the drowlng ls reduced, it shell reodoble size. In the event the bo enlarged to o 4. When completed and approved, the chart shall be hermetically sealed between two pleeea of plastic, each piece t,e,lng o minimum 20 mils In thickness. C. Operation and Malntenonce Mo,nuals: 1. Two Individually bour,d copies of operation end maintenance the Architect or Owner's authorized representative ot least 10 inspection. The manudls shall describe the material installed the system. manuals shall be delivered to calendar doys prior to final end the pr<i>per op,erctian of 2. Each complete, bou~d manual ehall include the following information: a. In~•• shsst stati~g Contractor's addreas and telephone number, dur~tlon of guorontee period, 11st of equipment including names and addresses of local monuli:lctu~er representatives. b. Operating and molntenonce Instructions for all equipment. d. Two quick coupler keys with a J/4" bronze hose bib, bent no,e type with hand wheel end two coupler lid keys. e. One volve boK cover key or wrench. f. One 5-foot tee wrench for operotlng butterfly valves (if ueed). g. SI• extra 1prinkler heads of each alze and type. 2, The above equipment shall be turned over to Owner's authorized representative at the llno,I lnspec1lon. 1.10 COt.1PLETION A. At the tlmel of the pre-maintenance period in1p1ctlon, the Londscope Architect, Owner's authorized representative, and governing agencies will Inspect the 'work, and if not accepted, will prepare o 11st of Items to be completed by the Contractor. At the time of the post-mointenonce period or final inspection the work wlll be reina~ected end final occeptonoe will be in writing by the Architect, Owner's authorized repreoentoti\ie, ond governing agencies. !I. The Owner',, authorized representative shall hove final authority or all portions of the work. C. After the system hos been completed, the Contractor sholl instruct Owner's outIhorized representative In the operation and maintenance of the irrigation system and shall furnish o complete ,et of operating and maintenance Instructions. D. Any settling of trenches which moy occur during the one-year period followl~g ~,cceptonce shell be repaired to the owner's satisfaction by the Contractor without any oddltlor\al ••pense to the owner. Repairs shall Include the complete restoration of all domoge to planting, paving or other Improvements of any kind as o result of the work. 1.11 GUARANTEE A. The entire sprinkler S)l$hom, lncludln9 all work done under this contract, shall bf uncondltlonolly guoronteed ago'1nst oil defects and foult of moteriol and workmanship, lnclud'ing settling of bockfllled oreos below grade, for o period of one (1) year following the filing Gf the Notice of Completion. Should any problem with the Irrigation system be discovered wlthlrll the guorontee period, It shall be corrected by the Contractor ot no odditlonal expenoe to ,owner within ton (10) calendar doys of receipt of written notice from Owner. When tho nature of the repairs 01 determined by the Owner constitute on emergency (I.e. broken prllHuro line) the Owner may proceed to make repairs at the Controctor's expense. Any and oil! damages to ••!sting Improvement resulting either from faulty materials or workmon1hlp, or from the necessary repairs to correct some, shell be repaired to the satisfaction of the owner by the Contractor, ell ct no oddltianol cost to the Owner. Ill. Guarantee sholl be submitted on Controctora own letterhead as follows: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee thot the sprinl<ler lnrigatlon system we hove furnished and lnslolled Is free from defects In materials and workmanship, end the work hos been completed in accordance with the drawings and speclflcotlons, ordinary weor end tear 0nd unusual abuse, or neglect excepted. We agree to repair or replace ony defective material during the period of one yeor from dote of filing of the Notice of Completion and also to repair or replace ony damage resulting from the repairing or replacing of such defects at no additional ¢ost to the owner. We shell make such repairs or replacements within 10 calendar days following written notification by the owner. In the event of our failure to make such repoirs or rep,Jocements within the time specified ofter receipt of written notice from owner, we authorize the owner to proceed to hove sold repairs or replacements mode at our expen,e and we will pay the costs and chorges therefore upon demand. PROJECT NAME: PROJECT LOCA 110N: CONTRACTOR NIIIME: ADDRESS: TELEPHONE: SIGNED: DATE: Part II MATERIALS 2.01 SUMMARY Use only n,ew moterlals of the manufacturer, size and type shown on the drawings and specifications. Materials or equipment lnstolled or furnished that do not meet Architect's, Owner's, or governing agencies standard• will be rejected and shall be removed from the site ot no expense to the Owner. 2.02 PIPE A. Pressure supply line from point of connection through basket ■trainer unit 9hall be Type "K" copper or broH pipe. !I. Preseure eu~ply lines 2 lnche,s In diameter and up to .3 Inc~•• In dlometer downatre<lm of basket strainer uni't shall be Class 315 solvent weld PVC. Piping ,hall conform to ASTM D2241. C. Non-pres1ul1 lines J/4 inehes In diameter end larger downatrolom of the remote control valve shall be Closs 200 PVC. Non-pressure lines 1" and larger to conform to ASTM D2241. D. lteclolmed >Mater PVC pipe to be color coded '"purple" In color i:lnd Marked on t"'o sldts with reclaimed wot•r warning stotemenh "CAUTION -RECLAIMED WATER". Reclaimed water plpin9 must be accepted by the local reclaimed water governing agencies. Reclaimed water PVC pipe shall use standard Sch. 40 PVC fittings. Reclaimed Water PVC pipe to be Brownllne "Alertline" or equcl. 2.03 METAL PIPE AND FITTINGS A. Bro99 pipe shall be 85 percent red brass, ANSI, IPS Standard 125 pound•. Sche<lule 40 screwed pipe. 8. r1ttlng1 sholl be medium brass, screwed 125-pound class. C. Copper pipe ond fittings shell be Type "K' sweat aaldered. designation, and dote of extrusion. 2.04 PLASTIC PtP'E AND FITTINGS 2.05 2.0$ A. Pipe shall be marked contJn,uou.iy with mcnulocturer', name, nominal pipe alze, schedule or clos■, PVC type and grade, National Sonltotlcn Foundation oppraval, Commercial Standards designation, otid dote of extrusion. B. Alt plastic pipe ehall be e•truded of <1n lltlproved PVC virgin pipe compound In cccordonc1 with ASTM 02241 or ASTM D1764. C. All PVC fitting• shall be sto,ndord weltht Sclledule 40 and shall be Injection molded of an lmprowd virgin PVC fitting compound. Slip PVC fittings shall be the "deep 11>eket" brocketad type. Threoded plostlc fittings sho,1I be Injection molded. All tees and ells shall be side gated. All fittings ehall conform to ASTM D2458. D. All threoded nipples aholl be sta1idard weight Schedule !!O with molded threods and sho41 conform to ASTM D171!5. E. All solvent ceme,ntln,g of ploatlc pipe and fitting,, aholl be a two-step pracesa, using prlrner and solvent cement applied per the manufacturer's recommendations. Cement sholl be of o fluid consistency, not gel-like or ropy. Solwnt cementing shall be In conformance with ASTf.l D256 4 ond ASTM D21!55. F. When connection Is plastic to metal, female adopter■ shall be hand tightened, i,lue one turn with a strap wrench. Joint compound shall be non-lead base Teflon paste, tape, or equal. BASl<!ET STRAINEFl A. TIie basket strainer unit shall be drawings. B. The boslket ,trainer unit llholl be local codes. Installed In accordonoe with the req1J,J,rements set forth by VALVES A. Got, VolvH: 1. Gate valves eholt bt of the m11nufoetun,r, tlz•, and t)'pe Indicated on th1 d'l'm,wJ11,g11. 2. Gate valw aholl haw threaded ASTM B-112 bronte body, bonnet and -eig,e, slllcan bronze stem, and malleoble iron ho,ndwheel. .3. All Goto valves oholl hoV'tl a minimum working prese<are of not le,11 then 150 11111 and eho4'1 conform to AWWA standards. B. Quick Coupler Valves: 1. Quick coupler valws shall be of the monul'ccturer, size, and t)'JN Indicated an the drawings. 2. Quick coupler vclve1 shat! be btast with a wall thlckneH guaranteed to withstand normal w~king prHsure of 150 psi wlthOljt leak09e. Valws shall haw 3/4 female threads opening at base, with two-piece body. Valves to be operoted only with a coupler key, designed for thIat purpose. Coupler key is inserted into valve and a positiw, watertight connection shall be mode between the coupler key and valve. Hinge cover shall be the locking type cdnstructed of bra•• with o rubber-like vJ1ni,1 cover. Vln),1 quick coupler cover to be purple in color with the words "WARNING -RECLAIMED WATER -DO NOT DRINK" permanently marked on the lid. C. AtiJtamotic Control Valves: 1. Automatic control volves shall be of the manufacturer, 1lze, and ti-,:>e Indicated on the drklwings. 2. Automotlc control valves shall be etectrlcolly operoted. D. Anti-drain Volvea: 1. Antl-draln valws shall be of tl'f1 monufoeturer, size, and type lnd!eoted on tlie dirawir,911. 2. Anti-drain vclvee 1holl haw ta-a ua,fnle•• ,teel spr1ng• and valve 1tem1 with 19una-N seal1. J. Anti-drain volV'tlS wlll hove tl'lrlOded connectlona the size of the riser or pipe they ore to be lnstolled onto, or the ne•t ovailloble size. No ■lip connection anti-drain valves ore ollowed. 2.07 VAL VE BOXES A. V~lve bo•e• shall b;e fcbrlcoted frl!ffl Cl clulrable, W.ather-reel■tant ploetlc material resistant to sunlight and ehemlco:I action of 111>111. 9. THe valve llo• cover shall 1111 purp~ In colbr ond permanently marked with the wards "WARNING -RECYCLED WATER -DO 'NOT DFIINK". Volve bo• cover shall be secured with o hidde,n latch mechanism or bolts. C. TH• cover end ba• sholl be eopo,ble of suetalnir,g a load of 1,500 pounda. D. Vdlw ba• extenaians shall be by ~he aomt manufacturer os the valve box. E. Automatic control volve boxes 111011 be 16"x11"x12• rectangular size. Volve bo• cowrs she>II be marked "RCV" with the volve Identification number "hoot branded" onto the cowr in 2 inch hl9h letters/numbers. F. Goto valve and oulck coupler val've boxes be marked with either "GV" or "QCV" "he,ot letter■/number1. 2.06 AUTOMATIC CONTROLLER shall; be 1 O" circular alze. Valve bo• covers shon brmndad" onto the cover In 2 Inch high A. Automatic control'ler ■hall be of t~, 1t1anufocturer, elze, and type Indicated on the ctrawlnge. B. Automatic controller enclosures shall be of the manufacturer, size, and type Indicated on the drawings. Encloeure sholl be vandal-resistant, ventilated and waterproof. 2.09 ELECTFIICAL ' A. Ail electrlcol e11ulpment llhotl b• "!EMA T)'Pe 3, waterproofed 111>1" uterlor lnstallatiol'ls. !I. All electrlcol work shal!I co,nfo~m Iii, local elodea and ordlnonees. CON TINUEDi ON NIEXT SHEET e. Spare parh lists and reloted manufocturer informotion for all equlprl'ient. r---------,------------,----------.,...-------------+.!!!!!!!!!!!!!!!!!!!!!!!/~!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!1"1!!!!!!!!!!!!!!!!!!\'I D. Equipment: "AS-BUil...,. REVISIONSMUSTBEAPPROVEDBYPUBLICHEALTHENGINEER, I ■H2■5n II CITY OF CARLSBAD 11•- 29 I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I ASST. PLANNING DIRECTDR AND DISTRICT ENGINEER PRIOR TO . PLANNINQ DEPARTMENT . 1. Supply os a port of this contract the IMPLEMENTATION IN FIELD. following items: o. Two (2) wrenches for dlsoHembly ond adjustment of each type of sprinkler head used In the lrrlgotion system. b. Three JO-Inch sprinkler keys for manual operation of control valves. c. Two keys for each outomotlc controller. I I I I I I R I D G E l.,A. LANDSCAPE ARCHITECTS ~EVIEWED 75! Ri!iintrte Orivt, Suite 300 Carlsbad, CA 920Cll Tel 760 438 1002 Fa, 760 438 1155 www.ridgele.com INSPECTOR I I DATE E-,. BY: DATE BY OESC~IPTION DATE REVl810N8 LANDSCAPE SPECIFICATIONS BRESSI RANCH LOT 40 OWN BY LA CHKD IT RS rlELD 11'1' -I l'l'IOJaCTNO. CT 05-07 II DIIA-NO. 435-Jl. L7.1 SECTION 02811 LANDSCAPE IRRIGATION (cont'd) 2.10 L0\11 VOLTAGE CONTROL WIRING A. Remote control wir• aholl be direct-burial AWG-Uf t)!le, size oe lndlccted on the drowlnga,, and in no OOH amoller than 1-1-gauge. l!I. Conl'lectlons lllioll be either epooty-Holed podcet t)l)e c,r F'enn-Tlte cc,nneet0r1. C. Ground wire• .t,c,11 be white In ooto,r. Control wlrH llholl be red (where two or mere controller• o,re uud, the control wires eholl be a different color for each control'ler. Thees colors ahoH be noted on the "Record Drawings" plona located on controller door). D. F'ro-.lde o 24" e,,i:,onslon loop tor oll directional chongH In control wire routing. 2.11 IRRIGI\ TION HEI\DS A. Sprll'lkler heoda llliot! be of the monufoeturer, ■IH, 1)111, with rodtue of throw, o~.,.otlng pressure, and dlscharge rote Indicated on the drawings. B. F'op-up h,e,ad'■ and rfnr head• ahalt be ueed a. lnd!fcoted on th1 drawings. C. F'op-up head11 and geor drivel'! rotor■ und on reclolmed water ■)"Jtema ,mall have o eo,lor coded purple cap with reclaimed w,oter warnings embossed on the top surface. Riser heads 1holl hove o 1telf adhesive reclaimed water 1ticker placed on the rl11r directly below the sprinkler body. All reclaimed water warnings shall be in English and Spanish ond hove the lnternotlonal symbol for "Do Not D,rlnk". 1\11 reclalmed wot.,. womlnga shall be as required by the local water utility. 2.12 ~ISCELLANEOUS EQUIF'IAENT F!ofn ...,_, 9i'laU be of the mor,ufacturar, me, ond !)'Pe Indicated on the drawing•. F'ort Ill E)([CUTION 3.01 SITE CONDITIONS A. Inspection ■: 1. F'rlor to all work of thi9 nc\fon, e<nfully fn9P1tct the Installed wol'lc of <Ill other trades and verify that all such work 11 complete to the po,lnt where this installation may properly commence. 2. Verify that irrlgatior, •)'Item may be Installed in strict accordance with all pertinent codes and regulotlons, the orlglnal cleslgn, the referenced 1tondords, and the manufacturer's recommendations. !I. Discrepancies: 1. In the event of discrepancy. fmmet/lotely notify the l\rchftect or Owner's authorized repressntotlve. 2. Do not proceed with lnstallotlon In areos of dl1creponey until all dll1creponel11 hove been resolved. C. GrodH: 1. Before starting work, corefufly check all grades to determine that work may safely proceed, keeping within the ■peelfled material depths with respect to finish grade. 2. Final grades ■hall be accepted by the Engineer before work on this ■ectlon wnl be allowed to begin. D. Field Measurement■: 1. Mok, ail! nece■e,ary meo1uremenl• In the ffeld to ensure preclu flt of Item, ln oceordonce with the original de11lgn. Contractor shall coordlnote the instollotlon of all Irrigation materials with all other wot1<. 2. 1\11 ,coled dimensions ore appro•lmot■. The Contractor shall cheek and ,....ffy all 1lze dimensions prior to proceeding with work under this section. 3. E•ercln extreme care In nco\/Dtln9 and working near e•l•tlng utnltles. Contractor shall be responsfble for damage• to utllltlee which are coumed by his operations or neglect. E. Diagrommotlc Intent: The drawings ore 11sentlally dla9rommatlc. The size and location of equ1'pment and ff•tures on drown to 1cole where posslble. Provlde offset, fn piping end changes In equipment locotlon1 oa necea■ary to conform with etnucturea and to avoid obstruction■ or conflicts with other work at no addltlonoll e,ipenae to Owner. F. Layout: 1. Prior to lnstol'latlon, tl'le Contro,ctor eliall ■toke out all preHure supply fine■, routing end location of sprinkler heoda, 1/Qlvee, bockflow preventer, ond automatic controller. 2. Layout Irrigation s}'■tem and make miner adjuetments required due to differences between eite and drawlng,s. Where piping 11 ahown on drawings under paved areos, but running porollel end adjocent to planted' area■, install the piping in the planted areas. G. Water Supply Connections to, or the lnstottot1on of, th• water supply 9i'lall be ot the locotlons 1hown on the drawings. Minor changes caused by octuol site conditions shall be mode at no additional expense to Owner. H. Electrical Senile•: 1. Connection• to the electrical 1upply shall be at the locations shown on the drawings. Miner changes caused by actual site conditions shall be mode at no addltlonal expense to Owner. 2. Contractor shotl make 120 110lt connection to the lrrlgotlon control'ler■. Electrical power source to controller locations ,moll be provided by other•. 3.02 TRENCHING I\. E•covatlon ■ shall be ■trolght with vertleol sides, even grade, ond 1upport pipe continuously on bottom of trench. Trenching ••covotion ohall follow layout indicated on drawings to the depth ■ be,low finished grade and 01 noted. Where lines occur under paved oreo, these dimensions oholl be considered below subgrode. B. Provide minimum cover of 1e Inches on pressure supply lines 2 1/2 Inches and smaller. C. Provl,de minimum cover of 11!1 Inch•• for control wires. D. Provlde minimum cover of 12 Inch•• for non-pressure llnee. E, Pipes Installed in a common trench shall hove a 6 Inch minimum space between pipes. J. 03 BACKFILLING ,\, Backfill material on ell line■ elioll be the same as adjacent soil free of debris, litter, and rocks over 1 /2 inch in diameter. B. Bocl<flll shall be temped In 4-lnch loyers under the pipe and uniformly on both sides for the full width of the trench and the full length of the pipe. Backfill materials shall be sufficiently damp to permit thor01Jgh compaction, free of voids. Backfill ahall be compacted to, dry density equal to odjocent undisturbed •oil and shall conform to adjacent grades. C. Flooding In lieu of tamping la not allowed. D. Under no circumstances shall truck wheel ■ ba used to compact backfill. E. Provide tond bockflll "* and ut1der 011 piping under paved areas. 3.04 l"IF'ING I\. F'lplng under existing p~vement may be Installed by Jacking, boring, or 'hyd~oulic driving. No hydraulic driving Is permitted under ospholt pavement. l!I. Cutting or breaking of ••Isling pavement le not permitted. C. Carefully Inspect all pip• ond flttlnga before lnstallotlan, removing dirt, scale, burr• and reaming. Install pipe with all markings up for visual inspection and verification. D. Remove all dented ond domo,ged pipe sections. E. 1\11 Hnes 1holl hove o minimum eleoronee of 6 Inches from each other and 12 inch• from llties of other trodes. r. Pa,rollel lines shall not be Installed directly over each other. G. 1,n solvent welding, use lmly the 1:peclfled primer and solvent cement ond make at11 joints In etrict accordance with the manufacturer'• recommended methods including wiping aM excess solvent from each weld. Allow solvent welds ot least 15 minutes setup time befo~ moving or handling and 24 hours curlng time before filling. H. PVC pipe shell be installed in a manner which will provide for oxpa'nslan and contraction <1s recommended by the pipe manufacturer. I. Ce,nterloacil all plastic pip■ prior to pressure testing. J, All threaded ploetle-to-l)lostlo connection, shall be aseembled using Te~on tapjj. I<. F"or plomUc-to-metal connections, work the meto,I connection ■ first. Uae ~ n,o~-hardenln~ pipe dope 01n all threaded plastfc-to-metal connections, except where noted otherwise. All plastic-to-metal connections shall be mode with plastic female adopters. L. All aolvent weld molnllnei piping 11 to be secured with minimum one cubic foot ti~rl.Jet blocka ot oll directional change ■. l!lell and gasket pipe to hove a Leemco jol"t restraint ey11tem Installed on all fittings In lieu al thrust blocks. J.05 CONTROLLER A. The exact locotlon of t~e controller shall be approved by the Land1c01p1 Are~ltsct or Owner's authorized represe~totlve before ln1tollotlon. The electrlcal oervice s~oll be coordinated with thl• locotlon. B. The Irrigation Contractor shotl be responsible for the ffnol alectrfcol hook up to the Irrigation controller. C. The irrigation l)"Jtem er,oll be programmed to operate di.Iring the period■ ol mlnlmol use of ths design oreo or In otcordonce with the Irrigation schedule provided. J.06 CONTROL WIRING A. Low voltage control wlrl~g 111\all occupy the acme trench and ■hal1 be Installed Olong the 9Clma route 01 the pre■au;1 supply lfnes whenever possible. B. Where more than one wire Is plated In o trench, the wiring shall be tap1ad toge~her in o bundle at Intervals of 10 feet. Bundle ■hall be •ecured to the mainline with topt at lntervdlls of 20 feet. C. All connectlon1 shall! be of on approved type and ■hall occur In a valve bo~. Plrovlde OM 18 Inch service loop ot oo¢h connection. D. An ••pension loop of 12 i1ne~•• ,hall be provided at each wire connection m,nd/cr directio~ol change, end one of 24 lncilies shall be provided at each remote control valve. E. A eontlnuous nun of wl,.. shall be used between o controller and each remot• oontrol valve. Under no circumstance■ shall 11plieas be ueed without prior approval. f. F'ull bowes for the low IA:lltoge control wires shall be provided at o apcilcln; of 4110 feet on center along the wire route. An exponolon loop of 24 inches shall be provided ot each control wire pull bo•. 3.07 VALVE:S A. Automatic control vo,lve•. manual valve1, gate valve■, and ball volve1 ore to be lnatalled In the approximate locotlons Indicated on the drowlngo. B, Valve shall be Installed In shrub oreos whenever possible. C. Install oU valves 01 lndlcatod In the detail drawings. D. Valves ta be lnstatled In, val,e boxes shall be Installed one valve per box. 3.0B VALVE: IBO)(ES A. Volve boxes 1hotl be ln!l'tclled In shrub areos whenever possible. B. Each valve box shol'I be Installed on o foundation ol J/4 inch grovel backf111, 3 cubic feet minimum. Valve boxes shall be installed with their tops 1 /2 inch above the 1urfdce of surrounding finish grade in lawn areos and 2 inehe• above finish grade in ground cover crede. 3.09 BI\SKET STRAINER 3.10 3.11 A. Install basket strainer unit 01 Indicated In the detoH drawings. B. Install basket strainer at loc,atlon cpproved in the field end at height required by local co~••· SPRINll(LER HEADS A. Sprinkler heods shall be Installed os lnd!coted on the drawings. B. Spacing of heed■ 1hall not ••eeed mo•lmum Indicated on the drawings. C. RIHr nlpples ■hall be of the same size os the riser opening In the sprfnkll!lr b<i>dy. D. Pop-up aprlnkler heods '•hall not be ln1tolled using side outlet openings. M11SCELLANEOUS EQUIPMENT' A. Install oll assemblies specified herein according to the reopectlve detail drawings, or 1pecificotlone, using beet standard practices. 8. Quick co~pler valves oh<IJII be 1et oppro•lmately 12 Inches from walks, curbi, he~der boards, or poved areas where applicable. C. UnleH dol91gned 01 on IMteg~ol part of the lrrlgotlon head, anti-drain valves will be Installed under every head.: The anti-drain valve will be the some dioriieter as the riser and be integrol to the riser assembly. D. Install rain sensors oo iMdlcated on the drawings and as recommended by the monufacturer. 3.12 FLUSHING THE SYSTEM A. Prior to lnatallotlon of sprinkler nozzles, the vclvH 1hall be opened and a full head of water used to flush out the lines ond risers. 8. Sprlnlcler nozzles shall be Installed ofter fiushing the system ho, been completed. 3.13 ADJUSTING THE SYSTEM ,\, Contractor sholl adjust valves, align heads, and cheek coverage of each 1y11tem p1rlor to coverage test. B. If it Is deterri'ilned by the Architect or Owner's authorized representative that oddltlonol adjustments or hozzlo change• wlll be required to provide proper coverage, ell necessary changes or adjustments shell be made prior to any planting. C. The entire system shall be operating properly before any plantln~ operation• oommenoe. D. Automatic cc,ntrol valves are to be adjustod so tho! the sprlnlcli!lr heeds operate at the pressure recommended by the manufacturer. 3.14 TESTING AND OBSERVATION A. Provide 4 hour test C 125 psi for oll pressure mainlines. Do not backfill until City Inspector approves pressure test(s). B. Do not allow or cause any of the work of this section to be covered up or enclosed until it hos been observed, tested and accepted by the Architect, Owner, end governing ~gencles. C. The Contractor &hall be solely responsible for notifying the l\rchltect, Owner, ond governing agencies, a minimum of 48 hours in advance, where and when the worl< is ready for teoting. D. When the sprinkler sy,,tem is completed, the Contractor shall perform a coverog" test of each 1ystem In lh entirety to determine If the water coverage for the planted area~ Is complete and adequate In the presence of the Architect. E. The Contractor shall furnish cl'I materlols and perfonm oil work required to correcf any inadequacies of coverage due to deviations from the plans, er where the system has been willfully in.tolled as Indicated on the drowings when It Is obviously Inadequate, without bringing this to tho attention of the l\rchitect. This test shall be accepted by the Architect ond accomplished blefore starting ony planting. F. Final lnspectld>n will not commence without record drawings os pl'epored by the Irrigation Cont rector. 3.15 MAINTE:NI\NCE During tl'le moln!e,nonce period the Contractor shall adjust and malhtoln the Irrigation system in a fully operotlonal condition providing complete irrigation coverage to all Intended plantings. 3.16 COMfl>LETION CLE'.ANING Port 1.01 1.02 1.03 Clean-up shall be mode as each portion of the work progresses. F!efuse and excess dirt shall be removed from the site, oil walks and paving shall be broomed, and any damage 'sustained on the work of other■ shell be repaired to original conditions. END or SECTION SECTION D2950 LANDSCAPE PLANTING GENERAL WORI< INCLUDED A. Soll Preporotlon. B. Planting. C. Staking. D. Sodding. E. Cl1eon up. RELATED WORK A. Lcnd•cape Irrigation System. QUALITY ASSURANCE A. Source Quality: 1. Submit documentation ot least ea doy11 prior to planting that all plant moterlilils are ovolloble. Moterlalo ore aubject to inspection after conflrmation of ordering. :2. Materials ore subject to Inspection at place of growth and upon delivery, for ¢onformlty to speclflcotlona. Inspection, approval and rejection con also toke place at othel times during progress of work. 3. Request, In writing, Inspection of plant materials at place of growth. Identify place of growth, ond ~uontity of plants to be Inspected. 4. 1\1 dHerlbltd In the plontlng notes for tru togging , the Archllteet moy opt to elth•r -.felt the tree nursery or review photographs submitted by the Contractor. In either case visit the nursery and select trees conforming to speclflcotlono prior to review by the l\rdhltect. 1.04 SUBMITTAL$ A. Prior to lnstd,llotlon submit for review ond oppro\lDI ■peclflcotlon• and product Information on Items being used on project. Submit bound with list of Items Cls cover sheet. Conform to Section 01300. 1.05 DELIVE:RY, STORAGE AND HANDLING A. Deliver fertlllzer to site In orlglnol unopened contolners bearing manufacturer's guaranteed chemlcol analysis, name, trade mark, and conformonce to State law. B. Provide coplea of receipts for all amendments specified In theH specl'lleotians or In th• Soils Report. C. Deliver pf10nta with legible Identification labels. Label tree,, evergreens, bundle• of containers of like shrubs and groundcovor plonts. State correct plant name and sil!e lndieoted on plant llet. Use durable waterproof labels with water-resistant ink which will rem<llln legible for at least 60 doys. D. Protect plcnt moterlol durln;, delfvery to prevent d'omoge to root boi'I or c!e1lccatlon of leaves. E. Notify l\rc;hftect 7 day11 In advonoe of delivery of plant matlrlal1 and submll ltemt2atlcm of plon1ts In each dellvery. f. Store plants In shade and prot•et from weather. G. Maintain ond protect plant material In o healthy, vlgorou, condition. H. Exercise care In handling, lcod1ng, un'loadlng end storing of plant rl'1aterlol■. Replace domaged moterlolo. 1.0!i JOI!! CONDITIONS A. Perform octuot plo~tlng only wt,er, wtother ohd sofl ecmdltlon■ are ■ultabl• ln occmriNfflce with locally accepted practice. !I. Coordinate this work of this section with lnslollotlon of underground Irrigation 1}'■t1,m, utlllties, piping and watering heed■. 1.07 SAMPLES /\ND TESTS A. Architect reserve• the right to toke and onalyZe 1omple1 of materlols for conformity to speciflcatlono. Provide samples for testing upon request. Remove rejected materials from site Immediately upon rejection al n10 additional cost. Te1tlng costs will be paid for by Owner lf materials prove to be in compliance with specifications. l!I. Prior to amending 10111, controot~r 1hal1 l'lave 1011 teated for agrleultu,rol •uftoblllty u described In planting notes. C. flrovldt 1 cubic foot oample of medium grind mulch co..., ta Architect for review and approval. 1.0!! GUARI\NTEE A. Guarantee moterlol1 ogofnst poor, 1n,adeqycte, dlseaNd and Inferior materlol1 and workmanship for one year ofter ~O doy maintenance agreement expiration. Part 2 Pl'IODUCTS 2.01 MI\TERII\LS I\. The followlng orgon'IC, 1011 omel'ldt!,ents and fertlllrer are to b• uNd !or ~kl l'Uf'l>M" only. Speclflc amendments and fertlllzer will be ■eleeted and specified after raulh grading 0perotlon1 ore complete and Contractor hos had sell oompl•• tested. I!!. F'rovlde stondord, approved ond flrst-grode quality material•. In prime condition when installed ond accepted. Deliver commerciolly processed and packaged rroterlol in mon1ufocturer's unopened contornere beorlng the monufocturer'1 gucra1"teed anal)'lli9. Supply a sample of all ■upplled moteriols accompanied by onolytlcol data from c,r, approved laboratory 1ou"cs lllustrotlng compliance, or beoring the manufacturer's guorontnd ono'lysl■. C. Organic Amendment: 1. Nitrogen Stoblllzed: 0.56 to d.1!14 perce1it N boaed on dry wel'ijtit for wood r"1duol er rice l'lulls. 2, !"article Size: passing 2.33 mm 95 to 100 perden,1 paealng 15.35 mm standard 1iie11■: 9ll te 100 ,ereent standard 1,ieve. 3. Salinity: Ensure that $<llturotlon extract conductivity dota not e,iwe~' J.13 mP!1mllha 1t•r centimeter at 2~ degrees C. as determined ~y saturation e,.tract method. 4. Iron Cante~t: Minimum O.Cle perc,nt dTiuh octd lfOluble re on ,dry w.ffllt lfflil!II. 5. Ash: O to e percent dry ffl;!,t. D. Soll Amendment: 1. Soll Sulfur: Agricultural trc,jj• l!IJ!l!Ur eo~to1¥11Mt minimum of ft fl"~•"~ ...,,,ur ~• wn,11 01 e1ementol. 2. Iron Sulfate: 20 percent i,ilflil'I ••pre!IMd • meta11lc Iran,, derl....rt !nlm wrlc and fllrl'tlN sulphate, 10 percent sulfur •~prel ■ed 01 elementoL J. Calcium Carbonate: 95 percer,t lime 01 derived lrom oyeter Jlh,11111. ◄. G)IJl!um: Agricultural grade product oontalnlng 9B percent minimum eolclum l!IJlr,nt-te. E. F!ertlllze:r: 1, F'lontlng fertilizer: pelleted' or ;ronuldr fc,rm conslstlng of the following percents by -lfl'it <Ind mixed by commercial fertlllz41r euppller: ll-nltroger, 20-phoephorlc ocld, 20-potc•l'I. :a. F'lanting Tablete: F'rovide 91cw-i-refease type with potential acidity of not more than 5 ~ercent by weight contolnln,g the lollowlng percents by weight of r,utrlent1 llated: 20-nitrogen, 10-phosphorlc oC'ld, 5-potoah, 2.e-combined calcium,, 1.e-combined sulphur, 0.35-iron "lementol from ferrous sulfate. Provide In 21 gram tablets manufactured by Agrlform, or other approved. 3. Hydroseedlng F"erttllzer: pro"1de ammonium phosphate which con•"•h of tile following percent by weight and ml•ed by ,c commerelal fertilizer supplier: 1 e-nltrof,en, 20-phoephorle ocld, 0-potash. 1, .• 1:1 -1-. F're-Sod fertlllzer: Provlde tl/l)e consletl'n,g of th• followlng percent• l:!y weight dint ml"•~ by a commercial fertlllzer suppller: 16-hydroten, 20-phosphorlc acid, II-potash. 5. Sulphate of potaot,: 0-0-50. fl. Single 1uper-phoephote: Cc,mmerelai product oontolnlng HI to !ti "9'eent cva~cit,lle F'hosphorlc Pentoxlde, or other approved. 7. Urea farmalc:lehyd■: Jtl-0-0. f'. Import or Amended Top Soll: 't~1urt slit plu■ cl<1y content of to, _,,I deft ~ot •11cffd ll!O percent by weight, with o mlnlrrum 95 percent poHl>ng the 2.0 mm eleve. Do not allow the sodium absorption ratio SAR to e•oeed 8. The electrical eond1uctfvlty (EC'E) of the s(lturatlon e.troct cannot exceed 3.D mnl'lmol'I ■ per centimeter at 25 degrees C. Ensure b10ron content Is less than 1 port per million oe meosured on the saturation 111trc,ct. To ehsure compliance with these requirements, submit samples of soil for onol}'■l111 prior to, and fellowing bockfflling. CONTINUED ON NEXT SHEET APPROVED FOR PLANTING ANO IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEEA, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD, CITY OF CARLSBAD PLANNING DEPARTMENT R I D G E LANDSCAPE A~CH I TECTS 785 Pt~intree Drive, Sule 300 ~risbad, CA 92009 lei 700 43fl 1002 Fax 760 4381155 www.ridgela.com . I L.A. REVIEWED BY: INSPECTOR DATE DESC~l~TION DATE Rl!Vl810N8 I , LANDSCAPE SPECIFICATIONS BRESSI RANCH LOT 40 ASSISTANT OWN 8Y LA CHK!I IY RS ,1£LD IY CT 0S-07 11 DAA"Mfle NO. 43!5-Jl L7.2 G. F'lont Moterlalo: SECTION 02950 LANDSCAPE PLANTING {cont'd.) 1. Provide plant moterlols In accordance with State Department of Agriculture's regulation for nursery Inspections, rules and ratings. Provide plants with a normal habit of growth, sound, healthy, vigorous and free from insect infestations, plant diseases, •unscolds, and other disfigurements. Ensure tree trunks ore sturdy and hove well hardened systems and vigorous and fibrous root systems which ore not root or pot-bound. In the event of disagreement as to condition of root system, the root conditions of the furnished plants ln containers wll1 be determined by removal of earth from the roots of not less than twa plants, or more than 2 percent of the total number of plants of each specie• or variety. Where cantolner grown plants are from s,everol sources, roots of not leH than two plants of ,,ach specie■ or variety from each ,ource will be Inspected. In the event that the ,,ample plants Inspected are found to be defective, the entire lot or lots of plonts repreaented by the defective samples may be rejected. Pienta rendered unoultable for planting due to this Inspection will be considered samples end wlll be provided at no cost to the Owner. 2. Size of plont, wNI correspond with that normally e,cpected for speclea and variety of commercially ovallable nursery stock or as specified on drawings. The minimum acceptable size of plants measured before pruning with the branches ln normal position, must confonm with the measurements specified in plant llst. If approved by The Owner, larger sized plant■ may be used, but without additional coat. If larger plants ore approved for use, the boll of earth or •pread of rooh for eoch plant wlll be Increased proportionately. .3. Plants not meeting requirement• of these speclflcctlons are eonsle!lered to be defective whether In place or not. They must be lmmedlately removed and replaced with new occe,ptoble and approved plants of the required size, apecleo ond variety ct no oddltlonal cost to the Owner. 4. Pruning: Do not prune, trim, top or alter the ahape of trees or plant, except as approved. 5. Provide plant material true t,o botonlcol and common name and variety as 9peclfied in Annototed Checkliot of Woody Ornamental Pienta in California, Oregon and Woahlngton, published by University of Collfornlo School of Agrlculture (latest edition). 15. Nursery Growr and Collected Stoek: Grow undar cllmatlc condltlans slmMor to thole In locality of project; container-grown stock ln vlgoroue, healthy condition, not root-bound or with root system hardened off. UN only liner 1tod, plant moterlol which ls well established ln removable container■ or formed hornogeneou■ 10H 1ectlons. 7. Sod: Provide Marathon It. 15. Select treH which ore aesttl,etlcet'ly deslroble ond ore good excmples of the 9Peeie1. Treea with goshee, mlshoppen tirunks or bronchH, topped leaders, structural defects, badly croseed branches, or other vl1u,ol defects wlll not be accepted. 9. Seed: Lobel seed and ?rovlde In ,eoled contolner■ with signed copies from vendor certifying that each eontalner ls fully labeled In compliance with State Agricultural Code and 11 ln compllanee with minimum reciulremento of theee apoelflcotlona. Wot, moldy or damaged seed will not be permltt■d. Provide seed mix per pion. H. Hydroseedlng Fiber Mulch: Provide Hydro-mulch 01 manufactured by Conwed, or other approve,d equal, composed of wood cellulose fiber and containing no germination or growth Inhibiting factors. Ensure a consistent texture which disperses evenly and remains ouopended ln agitated water. Provide with a temporary green dye and the following percentage property onolysls: mofsture content 9 plus or minus o.e; J o.d. basis; organic matter 99.2 plus or minus 0.8; ash co,nhnt 0.15 plus or minus 0.2; pH 4.8 plus or minus 0.5;woter holding copocity (grams of H20 pe,r 100groms of fiber) 1150 minimum. I. Hydrol!teedlng Additive (Binder): Provide Ecology Control-M-Blnder orgonlo seeding oddltlve. J. Guyln; and Stoking Material•: 1. Wood Tree Stokes: Lodge pole pine, full treated with Coppernophthonote Wood Preservative In strict accordance with FS TT-W-572 Type I, Composition B,2 Inch minimal normal size diameter by 10 feet long, no apllt ■takes. 2. Ties: F'rovide .315 Inch corded rubber tie 01 mo,nufoetured by Gro-Strolt Product■, wire and hose tie by Nunn Turfgrass, or other approved. Provide rigid tie stock No. LP, size corresponding to tree bo• size 01 manufactured by YIT company or other approved. .3. Stee,1 Guy Anchor: Provld ■ J/4 Inch diameter by .3& Inch steel vane 01 monufoctured by Maxwell Steel Company, or other approved. 4. Giuying Hardware: Wlre-plloble II gouge golvonlz!MI; hose 1/2 Inch new rubber; tumbuckle■ -galvanlzed or dip po,Jnted, size 01 required; 1ofety sleeve -1 /2 Inch white pvc lull length of wire. K. Tree Point: Provide Morrison Tree Seal, Cabot Tree Point, or other op~roved. L. Water: Provide cla<:1n, potable wciter. M. Mulch: Provide medium grind borlt, con■letlng of orgcnle, flbrou,, woo~y borlt mixture of varied particle size such that to to 100 percent po•••• 1 inch sieve, a,o to 100 percont posses 1/2 Inch sieve, and 20 to 150 percent po,sea 1/4 Inch sieve, or approved equal. Mulch ohall be free of contaminants and woed seed and shall have o pleasant musty or moldy •oll-llk• odor. Putrid, ommonio end sour-smelling moterlols will be deemed unacceptable. Recycled construction moterlols will not be permitted. N. Wood Heoderboord■: 1. Provide 2 inch by 4 Inch pr•sure treated Douglo1 1'1r or redwooi:I construction grade headerboords. Make splices with 1 Inch by 4 inch plec11 no less thon 12 lnche■ long. Place 1 Inch by J Inch by 16 Inch 1tokes at Intervals of not more than 5 foet. Cut stake■ level o,nd set below top of headerboord1. 2. On sharp turn■ and curl/ft, four 1 /2 i'nch by 4 Inc,, lamlnoted boord■, or two 1 Inch by 4 inch lominoted boards may b,e permitted. 3. N'oil stakes and splicee with golvanlzed common nails. installctlon. 4. Provide header 01 lhoWfl ., clrowlr1ge, letld true to llne cdjccent improvements, ohrubbery and other properties. of header. O. Sond: Provide washed efflca Hnd. Nall as required for ■olld ond ;roa, protect ln-ptoce Place stokes on ground cover oide P. Root Berrier: UB24-2 by Deep "cot Corp., {1!100) 4515-71Je8. Install at all trees within 5' of concrete paving, curbs or mowstrlp1, or oe ehown en plons. Install barrier with vertlcal ribs foclng toward the tree and with the top edge 1 /2 Inch above 1'1nlsh grade. Part .3 EXECUTION J.01 INSPECTION A. Obtoln certification that final g,rodea to 1/10 foot hove been established prior to commenclng landscaping operations. Provide for inclusion of ell omendments, settling, etc. Be responsible for shaping ell planting areas as indicated on drawings or oe required. 8. Inspect trees, ohrubs and liner stock plant material for injury, insect t,nfestatlon and trees and shrub ■ for improper pruning. C. Do not begin planting of treea until dellciencle■ ore corrected or plant, replaced. .3.02 PREPARATION A. Soll Proporotlon: 1. After proper finished grodea have been verified or eatoblished, croes-rip all plantlng areas to o depth of 12", condition and fertlllze sail ln accordance with recommendations of soll testing laboratory end ;os approved by tho Owner ond City Inspector. The following la for bid purposes only. i Unlformly spread and ¢ultlvote amendments thoroughly by means of mechanical tiller Into top 6 inches of soil. Appllcotlon rotes per l,000 squ~,re feet: Nitrogen atoblllzecl orgllmlc amendment • 15 cubic yards 16-6-8 Commercial F•rtlllzer • 15 lbs. Agricultural gypsum -200 lbs. Soll sulphur • Hi lbs. 2. At time of planting,, ensure that top 2 lnchee of all oreos tm be plantliid or Heded ore free of stones, stump~. and other deleterlou1 matter 1 inch ln diameter C!>r larger, end free from wiro, plaster, con~rete, wood, and slmllor moterlals which would couse hindrance to plcntlng or molntenoncje. I!. Final Grades: Make minor modl1'1c<Jtlons to grade as may be necessary to establish required flnol grade. Ens11re thot finish grode provides proper drainage of the site and eurfoce drainage is owoy from bufldlng. Final grades are to be 1 inch below adjacent paved areas, sldewolks, volve bo•••• hebdert, clean-outs, drains, manholes, etc., or os ohown on drawings or required by Architect. Eliminate erosion sears prior to commencing maintenance period. J.0.3 JUTE MATTING .3.04 A. Apply and Incorporate ~ertil'lzer and amendments Into the soll os specl1'1ed prior to jt.Jte matting Installation. I B. Roll matting In the dlr!ctlon of the flow of water and smooth and Hcure ln pl,oee In all areas Indicated on plans r as required by local )Jrlsdictlons. The material ilhall be applied without 1tretehlng and Ile smoothly but loosely on the soil surface. In eases where one roll of molting ends and a • cond roll beglna, the up-slope or up-channel piece shall be brought over the burled end of th" second roll so that there Is a 12 Inch overlap. Where two or more widths of matting ore applied, side by side, the overlap shall be not less then 3 Inches. C. Molntoin )Jte matting ~ntll oil work on the Project hoe been complet•d a~d a~cepted. Molntenanoe shall consist of the repair of eroded areas and the repair or re~lacement and re-stapling of loose or u~dermined matting, including re-seeding and bedding. D. Make check slots befo~e the matting le rolled out: 1. Fer drolno1;1 chonn.JI ln1ta'llotlon, dig a narrow trench, !I lnchee wide by I! lncflles deep, mlnlmum, perpendlcu101 to the direction of flow. Fold Jute, the same width as the trench, press Into trench and lbury with soil. Location of check slots shall be a ma•imum of 50 feet apart. 2. For slope lnetallatlo/,, dl~ a narrow tre,,ch, 15 Inches wide by e ll'!Chee ~,eep, minimum,, along the top and toe cf the slope. Fold Jute, the some width as the trench, press Into trench and bury with soil. E. Overlap which runs porbUel to the direction of flow ln channel bottoms 9hall b• 1lopled c,t 2 Inch Intervals. Outelde edges, centers end overlap• on banks shall be eto~led aeroso the, channel ot 6 Inch lntervolls. F. Spread loose topsoil 011er outside edges to allow for smooth entry of water. G. To,p dreso jute area with a thin layer of topsoil. After the top dressing, th• yorne 11'1011 stlll be vlalbl •· H. lnstatl plant moterlol throu<Jh matting. I. Any clods, which hold the Jute off the ground aholl be stomped Into the Sbll. Force jute, matting down Into any depreulons and secure with staples. J. The matting eholl eomlt>letsly cover oll slope areas 01 1,ndicated an plans. Dveflaps mu1t be ample ond well stapled. Loy matting smoothly, loosely and in continuous contact with the soll surface ot all points. PLANTING INSTALLATION A General: l 1. Perform actual pion Ing only during those periods when weather and sdil cond1tlons o.-. aultoble and ln accordance with locally accepted practice, 01 approved. 2. Olatr1bute In plantlnig areas only 01 many plant• os eon be planted ond .,,olerod tho! some day. J. Ensure that contal,..er■ which are Ol'l•n•d and plants removed ore handled wlt'h care such that boll of earth ourroundlng roota is not broken end that plants are planted ond watered lmmedlotely. Do not open contolners prior to piecing plants ln planting areas. 4. The Irrigation systeriTi shall be operotlonol ond approved prior lo plontrn,. I B. Pre-plant Weed Cantr<ll: ' 1. Use a non-seleetlv~ systemic contact herbicide 01 recommended and <\lpplled by on approved licenaed londllcope pest control odvisor and oppllcotor. Leave •preyed plants Intact for at least 15 days,. 2. Clear and remove these existing weeds by mowing or grubbln~ off all ~lor,t ports ot 11101t 2 lncho below eurfoc• of soil over entire areoa to be planted. :5. Aftet Irrigation 1ystlem la oparatlonol, apply water for 10 doye os need•d to aei'lleve weed germination. APl!>IY contact herblcldas and wall oa needed before i:,lontlng. Repeol oa required. 4. Maln'taln Wl!ted free 'site until acceptance by Owner. C. Loy-Out: Marl< locoti~n1 for plant& and outllnH of areas to be ~ranted before any plant pits are dug. Gain City opprovol. If underground construction or utility lines ore encountered In the excavation of plontlng areas, other locations for planting may be selected by Owner. Accomplish layout with flogged grade stakes Indicating plant names end specifie~ container size on each stoke. Confirm location and depth of underground utllltios end obstructions. D. F'lontlng of Trees ond Shrubs: 1. Strip and ■tock approved e•covatlon for planting wl'lich la encountered within areas for trenchea, tree holH, plant plh and planting beds. 2. Remove from site •xcess soil generated from planting holes end not used far baekfllling. I I I 1 ,I .3. Protect areas from e•cesslve eompoetlon when trucking plants or other materials to planting areas. 4. F'rovlde ~•covaled holes with vertical sides wH:h roughened 91,,Jdocea and cf a s'ize twice the diameter end 1-1 /2 times the depth of the root boll for ell trees and shrubs. 5. Cut cons on two sides with acceptable con cutter only. Do not injure root boll. Superficially loosen edge roots on three sides ofter removing from con. 6. Remove bottom of plant bo,ea before planting. Remove eldes without damage to root ball after positioning plant and partially bockfllling. 7. Center plant ln pit or trench. e. Face plonta with fullest growth Into prevoillng wind. 9. Set plont plumb and hold rigidly in position until aoll hos been firmed around boll or roots. 10. Bockflll container plants with: 6 ports by volume on-site aoll 4 ports by volume organic amendment 1 pound 6-20-20 fertilizer mix/cu. yd. of mix 2 p<1und1 Iron sulfate per cubic yard of mix Notl!I: The above Is for bid purposes only. Specifle backfill recommendations o,re mode as o re1sult of the soils testing described on the planting pion. 11. ~else oll plants which settle deeper than the surrounding grade. After plant has been placed, add sufficient backfill to hole to cover approximately 1/2 of root boll. Add water to the top and thoroughly saturate root boll and adjacent soil. 12. After water has completely drained, place plontlng tablets: 1 tablet (5 or 7 grom) per flat size plant 1 tablet per 1-gollon container 2 tablets per 5-gollon container .3 tablets per 15-gallon container 4 tablets per 24 Inch bo• 5 tablets per .30 In ch box 6 tablet, per .36 Inch bo• 7 tablets per 42 Inch bo• B tablets per 48 Inch ond larger boxes Set plontlng tablets with eoeh plant on top of root ball while plants are etlll ln • their contcinere 10 the required number of tablets can be verified. 13. Bockflll rtmalnder of hole ond tamp firm. Construct on earthen b01ln oround eoc'h plant ofter l>ockfllling. Provide basin of depth sufficient to hold ct least 2 inches of water. Construct bosins with amended backfill. Remove basin in oil turf areas ofter initial watering. 14. Limit pruning to minimum necessary. not be done prior to dellvery of plants. Remove injured twig• and branchH. Pruning moy Point cuts over 3/4 Inch In diameter with tree paint. 15. Stoke tnees Immediately ofter planting. Install stokes plumb. 16. Do not bring Iron sulfate into contact with concrete surfac1s due to potentlal steining. Controctor is responsible for cleaning or replaclng steined surfaces. E. Plontln g Groundcover: 1. Ensure that groundcover remains In the ftots until transplanting. F"lat,' soil i-nust contain sufficient moisture so It will not foll apart when lifting plants. 2. Plont groundcovers In strolght rows evenly spaced unless ohown otllerwise, o~d at Intervals required by drowinge. Use triangular spacing unless otherwise noted on drowlnge. .3. F'lont each rooted plant with Its proportionate amount of flat soil. ofter planting until entire oreo ls soaked to full depth of each hole. damage and trampllng. F. Hydroseedlng: lrnmediotely aprlnkle Protect plants from 1. Install lorge trees and s,hrubs (5 gallon and larger) If they occur In hydroseeded area,. 2, ln■tall tr■•• ,:i,nd shrubs (1 gallon) and g,roundcovera from !lots ff they occur In hydroseeded creos. .3. Provide ••ed ml,... 011 shown on p,lon. 4, Apply hyl:lro-aeed by on approved hydro-mulch company. 5, Apply In o form of slurry conelstlng of cellulose fiber, aeed, chemlco,I odd1tlves, commerclol fertilizer and water. When hydraulically aproysd on soil, ensure that hydro-mulch forms c blotter like groundcover impregnated uniformly with Hed o,nd fertlllur and allows the obsorptlon of moisture and roinfoll to percolate to the underlying soll. e. Prepare the slurry at the site by first adding woter to ti'le tonic when th• e~glne 11 ct half throttle. When water level ho• reached height of cgltotor ahaft, provide full clrculotlon, then odd seed, followed by fertlllzer, then mulch. Only odd the mulch to the rhi•ture ofter the mulch shell be in. Commence spraying immediately when tonk is full. 7. Sproy with uniform visible coat by using the green color as o guide. Apply the olurry In a sweeping motion, in on orched streom so cs to fall Hke rain ollowlng the woc,d fiber• to build an each other until a good coat Is achieved and the material ls opreo,d at the requ Ired rot ea. e. R11move slurry not uaed within two hours frorn the site. 9. Fill out the dolly worksheets by the nozzleman, W'lth the lollowlng Information: Seed type end amount, mulch type end amount, number of loads ond amount of water, aeedlng oddltlve type 01nd amount, oreo covered and equipment used, capacity and license number, 10. Do not allow any slurry to be sproyed Into any reservoir basin or drainage dltche$ and channels which may Impede the flow of rein or lrrlgotlon wale,. Cleon up any spllled olurry. 11. Alter C!Jpllcatlon of hydro-mulch, wash exceas materla,I from prevlously planted materials end orchltodurol features. Avoid washing or eroding mulch materials. 12. !:nsure 'that oppllcation equipment ho,s o buftt-ln a~ltotlon system ond operotlnc,;i copoclty 1ulficent to agitate, suspend end mix a slurry containing not less then 40 pound• of fiber mulich plus o combined total of 7 pounds fertilizer sollds for each 100 gallons of water. 1.3. Slurry dlstrltlution llnn ,~.,.,1 be fo,r9e tnougi. to prevent stopp,119,e a,,nd ehaii'I be equi!l'll'ed with a Ht of hydraulic apray nozzl" whieh will p,rovl<M a continuous non-fluctuotiM'9 di.ehorge. Capoci1ty requlrem""t le 1,500 gof1o,n•. mount•d "" e trovelln; unit, either eelf-propetled or drawing by a H!>OrDte unit whleh wl!I place slurry tonk and no:itzle. wtthm aufflcent proximity of oreoo tc De seeded. 14. Hydraulic equipment uaed for peatrelde appllcatlon■ !lhdl'I eonsl■t of o clean 1!50 g,0111on eopoclty ffberglaee tonk complet• with tnechonleol agitation. Pump volume 9holl be 10 gallons per minute while operating ot o presoure of 100 pounds per square inch. Distribution lines shall be large enough to carry the volume of water nece11ory for even chemical dlotrlbutlon. Spray nozzle must cover o 15 foot swath, with o minimum output of 5 gallons per minute at ea pound• per 1quore Inch. G. Sod Planting: 1. Remove rocks, weed■, debrle from a,re01 to be ■odded. Work up 1011 to o depth of e Inches, ond break up all c,lods. 2. Carefully smooth all surfocee to be sodded. Roll area to e,cpose eoll deprHslon, or surface lrregulorltiee. Regrade 01 required. .3. Spr,ead turf fertllize,r 16-20-0 a,nto 1011 everly at rote of one pound per 100 11q1Jare feet of lawn area. Rol<e In lightly. l!!e ■ure soil Is level and ■mooth before loylng 10d. Avoid layfng sod on bone dry soll. 4. Loy first strip of 10d sldbs olorg joints lightly, do not overlop edges. masonry. Use o sharp knlfll lo cut o stroltht line UH o etrlng In lrregul<Jr oreoe. l!tutt On 1eeond strip, stagger joints much ca in laying ood to fit curve■, edges, "Prlnkler heads. !I. Do not lay whole lawn before wo,terlng. When o conveniently large or10 ho■ bun edded, woter lightly preventing drying. Continue to lay sod, and to water until lnstallotlon le complete. 15. After toying sod, roll l!Ohtly te 1llml11at1 lrregularltle■ ond to form goad contact li>etw•n 90d ond soll. Avoid heavy roller or excessive Initial watering which may couae roller mark1. 7. Water thoroughly the completed low11 surface. Soll should be mol1tened at least l!I Inches deep. Repeat sprlnkllng ar regulor Intervals to keep sod moist at oil times until rooted. After sod ia established, deer10se frequency end Increase amount of water per application 01 necessary. l!I. Replace all deccl or dying eed with equol material. H. l,,tuich Cover: Drees all groundeo-, perennial and annual beds with .3" laysr of mulch, except slopes 3: 1 or steeper and turf areoa. J.05 CLEAN-UP A. After all planting operation• are complete, ramove ell trosli, e•ces• soPI, empty plant containers, and rubbish from the property. Repair scor1, rut1 and other marl<s In the ground end leave ground in o neat and orderly condition. B. Leave the site Ir, a broom-cleo~ condition, and wash dowtl all paved area• within the project site. Leave walks In o clean and safe condition. J. 06 OBSEflVA Tl ON SCHEDULE A. Notify Owner and City ih"l'eetor In odvonce for the foflowlng Inspection,, according to the time specified: 1. Pre-Job conference -7 cloys {city ,nspector shall attend). 2. Final grade review -41!! hours. J. Plant rnoterial review -48 hours. ,4_ Plant layout review -41!1 hours. '5. Soil preporotion end planting operatlclna 41! houra. 16. Pre-molnlenonce -7 days, 7. Final inspection -7 dc)II. B. If Owner authorizes o party other than the Landacope Architect to make acheduled Inspections, present Landscape Architect with evide,,ce of such inspections. C. No site visits shall commence without ell Items noted In previoua observotlon reports either completed or remedied unless auch compliance has been waived by the Owner. Follure to acoompllsh punchllst tasks or prepare adequately for desired Inspections 9holl make the Contractor reaponslble for reimbursing the Owner ot Conaultants current bllllng rate per hour plu ■ transportation costs. No further lnspectiono shall be scheduled until this charge has been paid ond received by the Owner. SECTION 02970 LANDSCAPE ~AINTtNANCE Port 1 GENERAL 1 .01 SECTION INCLUDES A. 90 day maintenance. 9. Weeding. C. Fertlllzatlon. 1 .02 RELATED WORK SPECIFIED IN ,01HER SECTIONS A. Section 02811 -Londsco,pe lrrlgbli'on. Ji e. Section 02950 Londacape Plol'ltliio. C. Section 02520 Portland Cemeiit Concrete Paving. 1.0J QUil.LITY ASSURANCE A. Provide aervlce■ by on experl•nced lanc!■coplng maintenance company. 1.04 MAINTENANCE PERIOD A. Continuously maintain all site oreas Involved In this controc\ during the progren cf wor• and during the molntenonce perl11>d untll fi,nol acceptance of the work by City. Improper mclntenonce or p,osslble poor condition of the project at the termination cf the !1Cheduled maintenance period moy cause postponement Gf the final completion dote of tho Contract ~t no odditlonal cost to Owner. Continue molntenance untll acceptable to the Owner. 9. F'rovlde 9Uffleient numben ol won:ers ond adequate equlpl'l'lent to perform work cturlng maintenance perlocl. CONTINUED ON NEXT SHEET APPROVED FOR PLANTING ANO l~RIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST !IE APPROVED lilY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING Dl!PARTMl!NT I --· R I D G E lANDSCAPE ARCHITECTS 7!55 R:aiintree Drive, Suiffl 300 C.nsbad, CA 92009 Tel 7604381002 ~.. 780 438 1155 WWW. l'idgela.com I , L.A. REVIEWED BY: DATE DATE IY DESC~IPTION APP'D FH!VH!IIONS 11 I ! LANDSCAPE SPECIFICATIONS BRESSI RANCH LOT 40 APPROVE 3-/J-CC ASSISTANT DATE OWN BY ~NO. 11 Dl'IA-NO. CHKO IV RS r1tLO I'!' CT05-07 43!5-31.. L7.3 'I' ~~t SECTION 02970 LANOSCAPE MAINTENANCE (cont'd.) C. Mofnt.none. p911od do.• not stort untlf an elem.nte of con,tructlon, planting, and lrrlgotlon for the complete project are 1,, occordonce with the contract documents for this project. D. "19<!"'••t an i,nep,tctlo,, to begll'I maintenance period ofter oll plantlnll ond redoted work has been completed in accordance with contract documents. Molntenonce period commences 01 described in written notlficatlon by the Owner. E. Prior to commencement of maintenance period, en,ure that all ground covers and lawn areo·e ho·w beer, planted and that all lawn areas show on even, healthy stand of gra11 eeedllnge or so,;, grass having been mown twice. F. Any d!ay or daye that there I• failure to properly molntoln plantings, rel)IOce 1ultable plants, perform wee~ control or molntaln hardscape areas will not be credited as part of the 90 da)IS maintenance. The project wltl not be aegmented lnto maintenance pho1es. G. Keep pave4 areoe free of sfft, dirt, lea-... ond other plo·nt1,,g areo debrl1. f.lolntalA theee orea1 at lea,t broom cleon through the duration of the maintenance period, cleaning no less often than once per wffll. 1.05 GUARANTEE AND REPLACEMENT A. Guorontee·: Guora,ntee plant moterlal ogalnet any ond all poor, inadequ,ate or Inferior moteriole and workmanship for one yeor. Replace plants found to be dead or In poor condition d·ue to faulty material• or worl<monshlp, at no e.tra coet to Owner. !!. Rc/plccemert: Replace moterlots found to be dead, missing or In poor condition during the maintenance period immediately. The Architect le the sole judge of the c;cceptobllity of condition. Make replacements of moterlol1 within 15 dayo after condition develops or written notification from Architect hos been sent. Architect hos the right to make emergency repairs without releasing Contractor's guarontee and warranty to Architect. 1.0I! INSPECTIONS A. "•qufft normal i,rogreff lnepeetlon at leeat 72 hOUl"I In advance of an ontlclpohd ln1pecllon. lnapcectlona are oe follcwe: 1. Immediately prior ta commencement of thla maintenance work. 2. Completion of first 90 doy maintenance period. J. Final acceptance. 1.07 PROJECT FtN.._L ACCEPTANCE A. Prior to dote of fin'" lnopectlan, acquire a,pproved reproducft,1e prlnte and f1ncrHy record from the job record set, oil changfl mode during con1tructlon ond deliver them to Architect. I'!. Dell-guorontees to .._rct,ltect. Port 2 PRODUCTS 2. 01 MA TERtALS A. Ensure that oil moterlols coni'o~m to other 1ectlon1 of the" speclflcotlons for planting and irrigation, end ca acceptable to Architect. I'!. Provide monthly record of atl herbicides, Insecticides and d1HOH control chemle!l1e uHd on, slte. Port J EXECUTION 3.01 MAINTENANCE A. Weed and cultivate all oreoe at Interval■ of not more than 10 days. !!. Perform wot■rlng, mowing, ro411ng, edging, trimming, fertilization, eproJAl'lg, pe1t control, ar,d cleaning 01 may be required. C. Street gutters and curbs ore to be Included. D. Maintain adequate protection for people and property, and be financially rnponalble for damages ond injurle■. Notify the Architect lmmedlotely should damage occur as a result of maintenance operations and provide repair or remuneration. E. Between the 15th ond 20th cat,mdor day of the molnter,once pe·rlod, reseed or rnod at1 spots or areas within the lawn where normal turf growth is not evident. 3.02 TREE ANO SHRUB CARE A. Woterln,;: li4olntaln a lo~ enough woter basin around (l'lant■ so tMot enough water ean b1 applied to establish moisture through the major root zone. When hand woterlng, use o woter wand to break force of water. I'!. Pruning: 1. Prior to any pruning, obtain written opprovol from the "rohlteet tc, procftiit, 2. Treee: a. PropoM tree prunln; to th•• Arci',ltect should there be health or strueturtl reoaona for doi,ng oo, including the need to elimlnote diseased or domaged growth, etlmlnoto structurally unsound growth, reduce potentlol for wind toppling or wind damage, or molntoln growth within llmltld opoce. b. If requested by the City provide pruning for oesthatlc enhancement according to "pruning" by Sunset Books. c. li4ojor pruning of declduoua Ire• shofl be d•urlng their dormant atoeon. J. Shrubs: a. The objectl~es of ahrub pruning ore the some as for trees. Do not clip shrubs Into bolled or boxed forms unless such is required by the design. b. Make pruning cuts to lateral bronchee or budo or flush with trunk. Stubbing will not be perm ltted. C. StoklA,g ond gu)4ng: Enaure that stokes ond gu)'S remain In place through acceptance andl monitor to prevent ,;Jlrd11ng of trunks or branches and to prevent rubbing that causes bark wounds. All nursery stokes shall be removed. D. Weed control: Keep olt oreoe free of weeds. Use recommended legally approved! h~rblcldes. Avoid frequent soil cultivation that destroys shallow roots. Use mulches per speclflcat1ons to help prevent weed seed germlnoUon. E. ln1ect and disease controi: Maintain o reoso,nable control with approve·d materials. F. rertlll:te o, speclflod by the agronomic eolle testing recommendations and as follows for bid purposes: 1. Commencement of molntenonce period -6 pounds per 1,000 squore feet with top drass fertflizer. 2. At end of first 30 daye of maintenance period -15 pounds per 1,000 square feet with top dress fertilizer. J. At end of maintenance period and at :JO doy lnterva·ls aMould malnte·nonce period be e,tended tor any reooon -6 pounds per 1,000 square feet with fertlllzer ml•. ~-Avoid applying fertilizer to the root ball and base of moin stem; rather, spread evenly under plant to drip line. Rotes wlll vary from about a cup of nitrate fertlllzer (depending upon nitrogen percentage) around o newly Installed small plant ta about 1/2 pound of actual nitrogen per inch of truck diameter measured four feet from the ground for mature trees. ' I G. Replacement of ptonta: Replace dead, dJAng onj missing plants with plante of o size, condition ond variety occeptoble to the Architect at no addltlonol cost to the Own,er. J.OJ GROUNDCOVER CARE A. Weed control: Control weede, preferably with pre-emergent herbicidell, but also by hand or with eelectlve systemic herbicides. Hoe weeds 01 little 01 possible since this may rHult In plont domoge. B. Watering: Water enoug~ that moisture penetrates throughout root tone and only 01 fre~uently as Is nece1aary to n1olntoln heolthy growth. C. Trash: Remove 01 It oecumu1ot•s, but no leaa often than weekly. 0. Edging and trimming: [dge ground cover to keep In bounds. E. Replace dead and mlssl~g planh at no oddltlonal cost to the Owner. J.04 LAWN AND tURF CARE A. Turf mu1t be well-ntobllsh;ed prior to final acceptance. l!I. Watering: Woter lawns at Sllch frequency ae weather ccndltlons required to, repl9"1Sh 10!-1 moisture below root zone. C. Weed control: If need~, control brood leaf weeds with selective herbicides. 0. Mowing: 1. Perform mowing ct such times of the day or week as 1'1!loy be requested by the Owner so as not to Impede the Owner's operations. Mowing times mcy be at times other than normal working hours or daya. Perform worl< ot Owner's co"venience ct no addltlonal cost ta the Owner. 2. Cleon up grOH ctlpplhg■ during and cftor mowing, and remove legally from site. Us■ ol blowing-type equipment In lieu of sweeping or vacuuming Is not oooeptoble. E. flenovatlng: 1. If required, remow t~atch by vertlcuttlng,preferably in the Foll of th• yebr, but otherwiee in the Spring. At this lime, fertilize with nitrate ond over-oeed If needed. Over-seeding must precede pre-emergent herbicides by at least 4 to 6 weeka. Normally, this means that lawns which hove been Invaded by crabgrass would be renovated and over-eeeded in the Fell and treated for crabgrass control In the following late Winter. 2. Cleon up graes ellpplhge during and after mowing, and remove legally from site. Use of blowing-type equipment In lieu of sweeping or vacuuming io not acceptable. J.0!5 lffRIGA TION SYSTEM Part 1 1 .01 1.02 1.03 A. lnsptctl01,: Check all •~tems for proper operation. Lateral llne1 muat be 1'1ush,1d out ofter removing the lost spllnkler heed or two at eoch end of th<11 loterol. Ad)Jst ~eods os neceesary for unimpeded ccwrage and no overspray. l!I. Controllers: Set and pnog;roln automatic controllers for seo,sor,of wdter requir11'11ents. ~Ive Owner a key to controllers ond Instruction on how to turn off system In case of emergency 011 specified In other sectidns of these 1p1cific0tlon1. C. Repair all damogn ta l~rlgotlon system at no addltlonol cast to the Owner. li4ak1 all repairs within one watering period. GENERI\L END OF SECTION SECTION 02955 PALM TRE~ PLANTING AND MAINTENANCE WORK INCLUDED A. l'aln, trees. El. F'runl11,g. C. "emova1$, backfill. o. Maintenance. RELATED WORK A. Section 02611 -Londsdope Irrigation El, Section 02950 -Londs¢a~e Plan tine; C. Section 02970 -Lond1¢ape Maintenance QUALITY ASSURANCE A, Source Quality Control: I ! 1. Submit documentatlolh to landscape architect at least 60 days pridlr to l)lo·ntlng that ol!I plant materials ore available.. Contractor Is responsible for oil palm tr•• materlols listed on plant list. Sub1tltutlons !due to unovollablllty must be requested in wrf!\fng prl¢r to eon1'1rmotlon of ordering, All materials are subject to Inspection by Landscape Architect ol any time ofter confirmation of ordering. 2. Plants ore 1ub ject t,i, observation and app·rovol of Landscape Arch fleet at place of growth. 1.04 GUARANTEE A. Newty plonted palm trew s·~oll b• guaranteed ogaln ■t any and all pod!', lne11:tequb1tt, or Inferior plant materials ond workmanship for two years following planting and occeptance by Owner. Contractor Is to review the on-going maintenance during this twa-year period includl~g watering ond de-watering ~nd ls to notify owner and landscape architect In writing al ony p,roblems, 8. During th• guarantee period, ony material found dead or not In a sb~lsfactory growth condition shall be removed from the site. C. These trees end disturbed Improvement, shall be replaced ct no oddltd eKpense to th·• Owner, with the some varlsty and size as originally designated. Palms on,s all disturbed areas shall be guoronteed for two yeors from time of planting end re-planting to the satisfaction of the Owner. D. Contractor Is to notify lbndscope architect ond owner In writing when the t'wo-year 3. The palm ••pert shell be approved In advance by Owner'e euthorlzed repreoentatlv.. ~-All palm1 will be observed by the Land11Co•p1 Architect for lf'lelght, girth, and overdil form In meeting' dealgn Intent. Said observation ond appro\.'01 doa not conotltute o review of the palm's heqlth, vigor, ond nequired health-free otote, for which the Contractor is solfliy responsible. 5. The Lond■cape Architect may opt to either visit the tree nursery or review photographs submitted by the Contractor. In either case visit the nureory and select trees conforming to specification prior to review by the Londscope Architect. Should tree not meet specification ot the time of review in penon by the Landscape Architect, tho Contractor mcy be required to reimburse the Owner ct the Consultant's current billing rote. 5. Observations ore as follows: Ob11rvation Ob1ervotion of trees at source Polrn Im Ex12act Owntr'• R1or111ntouv, )( Observation of plcntlng locations on site prior to dlgglng pits Ob11r\.'0tlon1 of pa,1m on site prior to pla,ntlng far veriflcotlon of conformance to plans ond apeclflcotlons Observation of condition of equipment and typical planting operotlons (1st planted palm) Pro-mqlntenonce observation observation at end of molntenonce period 8. Pe,rmlts 1. Provide oil necessary permits at no additional costs to Owner. 1.05 PROTECTION AMO RESTOF!ATION OF' EXISTING IMPROVEMENTS )( )( )( )( A. E•erclse extreme core In eKcovotlng planting or worldng near existing utilltlea or Irrigation systems. 8. Be responelble for domoges to utilities which are caused by work operotlons or neglect. C. Check utility drawings ond as-built p,lon1 for utility and Irrigation loeotlon ■. 0. Replace oil plant moterlcls disturbed by eKcavotlon or planting. Plant-pit orea where paln1 tree will be replaced will not require replanting. After tree Is in place, blend planting of groundcover or turf with e,istlng. 1.07 JOB CONDITIONS A. Perform actual plontlng only when weather and soil conditions ore 1ultoble In clccordonce with locally accepted practice. I'!. Do not plaht palm between October 31 and April 1, unleH the opprove•d palm •~pert provides writt♦n recommendotlon to do so, and unless this recommendation is approved In odvcnce by the Owner. 1.08 SAMPLES ANO TESTS A. Landscape Architect reserves the right to toke and cnolyze somples of moterlats for conformity to 1peciflcatlons at any reasonable time. I'!. Provide samples upon request by Landscape Architect. I ! c: Rejected moterlol1 oholl be lmmedlate,ly removed from the site, at ControctC1r a· e•pense. D. Cost o·f testing of materials not meeting specifications shall be paid by Contractor. Port 2 PRODiUCTS 2.01 PALM TREE DESIGN STANDARDS A. All polm tree• ore to b,e of uniform quality and appearance, matching repreH~tatlve sample approved by Landscape Architect. B. Trunk condition shall be free of any scarring or blemishes. Contractor to clean' trunk end form pineapple par specifications. C. Brawn trunk i',elght shall be per d·rawlng1. 0. Trunk diameter per heights stipulated In the drawing• shall not vory more than 25 percent. 2.02 PALM EIACKFIUL SOIL A. Eloekflll mix shall consist of washed concrete eond, o·nd 11ft plus eloy content of thl1 soil shall not e•caed 20'1 by weight with a minimum 95'1 ~osslng the 2.0 millimeter sieve. The sodium absorption ratio (SAR) shall not exceed e and the electrlcat co,nductlvlty {ECE) of the saturation e.tract of this soil shall not ••ceed 3.0 mlllimho! per centimeter at 25 centigrade. The Boron content of thie sand shall be no greater thon 1 pm oe meaaurod on the saturation extroct. In order to lnaure conformance, submit sample■ of the Import 1and to the soil ■ laboratory for anolyois prior to backfilling and submit report to Owner's representotlve. 2.03 FERTILIZE~ A. After 14 doyo, then monthly, sproy the frond (foliar drench) with the following mixture. No compound should exceed Its recommended rote. The following rates ore for a 100 gallon tank mix: 1. l<oc'ide• 101 w.~. (J/4 lb.) or Manzcteu -1 qt. / 100 go"on■. 2. W.R. Groce'• Mlnc,r -Gro (1 /2 cup) 3. Hydrated ureo (5 cups or 2-1 /2 lbs.) 4. Spreader Sticker -B oz. "Basic H" 5. 1 lb. Ben·late / 100 gallons of water e. Option: Add o general lneecticide to prevent insect lorvo infestation. (We hove dropped the Insecticide In our mix due to the Increased envlronmentol and hec,lth risks.) All rotH ore recommendation• only. Do not e><eeed label dire¢tlons. Be sure to follow all label Instructions. !!. F'ertllizer wlll not be used at time of pta,ntlng. After four we•~•• u ■t a light application of "Wood Ace Pdlm Speciol" ovalloble from W.D. Young, (619) J47-i'906, approximately 6 lb. , Nitrogen per tree lightly cultivated Into the soil. Port J EXECUTION 3.01 PALl.4 TREE SOURCE ANO PRE:l"ARATION FOR PLANTING A. Obtain ■ouree of p0lm1 for lnll!l•ttfon and oppro\.'O;I by Palm Tree Expert and Londeeepe Architect. I'!. SUbmlt documentation and permit's (lf re~ulrod) that the source of palm trees !•1 op,proved. Obtain palms from on approved source and replace or repair damage from palm tree removal. C. Palms collected for planting shall be grown under cllmotlc conditions slmtlar to those In locollty of project. D. Palms llhoN be Inspected b;r the ~otm Tree E•pert to Include health; detrandln1, tyl1i9 ond pclm removal. Any palms rendered uh1ultoble for planting because of thf,1 ln1pectlon ohon not be used. Relnepectlon of suitable pallms will 'be at the Contractor's ••p•n•e. E, All palms muat be tagged, Inspected, ond opprowd by tMe Palm Tree E,cpert ond by tt,e Londlscape Architect for planting prior to ohl()ment and lnstollotlon. F. D•trondlng and TJAng: 1. In preparing palm trees for relocation, all dead frond, eho'II, be removed ond the entire trunk diamond cut clean to the height of green fronds. Cafe shall be taken to prewnt Injury to the trunk of the tree. Greer fronds below o horizontal position shall be neatly cut off leaving o 4 inch stub. 2. All remaining fronds abow i,,ot'lzontal ■hell be lilted up <Ind tied together oround the crown In on upright position. Due caution shall be token not to bind or Injure the crown. A lightweight rope or cord not leas than 1/4 Inch In diameter shall be UHd In tying up the fronds; wire will not be permitted. After tying, the tip• of the fronds shall be hedged off above the crown oppro,lmately 1/3 to 1/2 of the frond length. Defrondlng and tying wor• shall be completed prior to dlggMg the rootboll. Submit documentation that polm• how been reviewed by the Po1m Tree Expert and lhot they ore dlseau free. Q. Dlgg1,,g the Raotbo•II: 1 ., When digging out the rootbal1, no ••C(Jvatlon aholl be done clOHr than 24 lnehts to the trunk ot ground level and the ••devotion shall ■Ktend below the mojc·r root S)IStem to a minimum depth of 6 feet. The bottom of the roatboll shall be cut off 1quare and perpendicular to the trunk llle'low the majer root system. Under no candltlons shall the Contractor cut down the size of the rootball In width or depth. ' ' 2, The Contractor sMcll not freef.:jM, dreg, roll, or abuse the tree or put a atraln on the c,own at a,ny time. A protective device shoH be used around the trunk of the tr<lltl while lilting and relacctlng so as not t~ scor c,r skin the trunk In ony way. This device oholl con1lst of either a rubber or leather sling made out of timbers sufficiently olzed to withstand cable/choker pressur•. At no time will trees be balled out and laid on the ground with rootball left exposed to direct eunllght and air. The rootball shall be kept moist and shaded at otl times. 3. Palms llholl not be ,toc~plled for replanting. 3.02 PLANTING OF PALMS A. Excavation for p,lontlng shall lnc11,u~ the strl()plng ond stacking of all occeptabla top1oll encountered within the areas to be e1<c0vated for the tree holes. I'!. Excess so·II generated from the planting halt• and not used os bod,flll or In estobl11hln; the final grades shall be ren1oved from the site. C. Protect ell areas from exce11lve oornpoetlng when trucking plonte or c,l,l'ler moterlol to the plont'lng site. D. C.,,ter palm In pit or trench; Gill~ with other palms. E. Set polm plum1b and hold rtgll!lly I~ poaltlon •until sand h;w t,..., woterad In around roote. The sand needs to be washed into vblds around roots to achieve o good Interface. F'. All ■-coveted hoies tholl have vedlcell 1idta· with rougl'lened surface• and 1hotl be cf o 11:n that 11 twice the diameter and 24 ln~h minimum to ~ foot ma•lmum deeper in the ground than the pclme originally stood. H. R~ot-growth stimulant shall be Jl)llad w~en the bockfflllng Is be'lw.., 1/2 to 2/3 up the rootbatl. Appllcotlon rate shall be one ounce cf "Basic H" an<tl 2 tablespoon■ of "Stem" In o !5 gallon bucket of water. Stimulant shall be poured full strength equally dlatrlbuted around the rootball, and watered In tMoroughly. :l.03 CLEANUP A. Following plontlng worl<, all rem~lnllng •xeovotlon shall be backfilled ,o·nd eompactit<i In accordance with the requlreme·nts of the Landscape Architect. E!ury1ng of debris In holff wtl1 not be permitted. All excess soil and debris from the relocation work ,sholl be disposed of off the site by the Contractor. This site ■hall be left neat and clean to tMe aotlsfaction of tMe Owner. 3.04 MAINTENANCE A. B• reapona1ble for maintenance and guoront•• of, ell lnatolled nff' (HIima ond ••!stint pat'me to the satisfoction of the Owner. 1. Maintenonce will Include, spr~ylng to control or prev.nt dleea• ctnlll weekly water rnonogement to include soil probing and maintenance of sump clean-out pipe and pci'm tree pruning. , 2. Pruning shall ba done wtth reclproeol ..awe (chain sows w~I not l!>e 11llcwed). .3. Sow blades wll'I be 1terlllzed be~ween eeel, tree with 50111: hauMmollll Meach ond ~0!11' w<l'ler for five minutes. 4. Prunln9 will b■ done to molrrto'il, ¢1 neat e<P1>e01rcnca me llifl'~•ro.,. Dy lhe Londlel!tte Architect. 5. Propoeed pruning 1ehedule ''* lo bi 1Ubmltted to \Me LaMNC<Y!'e Arct'llteet for O\l!li'l'OVol. B. The spring after planting, fo,osen but Clo not funy remove rope around fr10nds. F'ully remove rope ot end of summer, 50 dayo ~fter p•lontlng. r.lo OF SECTION guarantee period la completed. .--------------.----------------•----,,-------------------,-------------------------""t~~!!~~!!!!!!!!!~~!!!!!~"'!~~!!!!~~~!!!!~~!'!~~ I ~DT 11 CITY OF CARLSBAD 11 ··--·· 1 REVISIONS MUST BE APPROVEO BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. APPROVED FOR P'I.ANTING ANO IRRIGATION ONl Y, INCLU1DING P'Rll!Ctll!i L.OCATION OF PLANTING AREAS. 1.05 OBSERVATIONS AND PERMITS A. Observo\llon 1. Notify Owner's representative minimum of 72 hours in advance of observations to schedule required Inspections. 2. All palm• ore to be Inspected by a palm expert far disease prior to their preparation for removal from growing site. Contact, schedule and pay far this inspection at no extra cost to the Owner. The Inspection will toke ploce from ground level with field glosses. If disease Is suspected provide a man 11ft for closer Inspection at no extra cost ta the Owner. 11 Smith Consulting Architects 12220 El 'Camino Real Suite 200 Sen Diego California 92130 i858)793-4777 Fax ,so8>793-4787 ··-r I II I I , I 1 I I I i R I D G E LANDSCAPE ARCHITECTS 755 Raintree Drlv&, Suite 300 C.nabad, CA 92009 Tel 760 4361002 Fox 7604381155 www.Mgela.com •AS-BUILr L.A. EX~. REVIEWED BY: I I I DATE BY D£SCRIPTION PIEVIIIION8 • • I . T. ,_, '1' i I ' I I, I I I I 29 fll.ANNINGI Dl!flARTMENT 29 LANDSCAPE SPECIFICATIONS BRESSI RANCH LOT 40 ASSISTI\NT DWN av_""R"'LA-__ CHKD ev __ R_S __ r1ELO IIY ! CT 05-07 11 3-131'.'.X; DATE ---435-31.. L7.4