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Home My WebLink AboutDWG 425-3L; MS 03-09; FARADAY SPECTRUM LOTS 3 & 4; 01-1611 ,.,,.,- (FUTURE) RECYCLED WATER SYSTEM (PRIVATE) SHEET INDEX DEPARTMENT OF ENVIRONMENTAL HEALTH RECYCLED WATER STANDARD PLAN NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSl!AD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. CARLSBAD RESEARCH CENTER LOTS 3 & 4 SHEET TITLE RECLAIMED WATER/ TITLE SHEET CONSTRUCTION PLANS CONSTRUCTION DETAILS & NOTES IRRIGATION f'LANS SHl!ET NUMIIER 1 2&3 4&5 $&7 C\I C\I IRRIGATION NOTES & LEGEND • 2. DRINKING WATER FOUNTAINS ANO DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUNOFF. 3. BEST MANAGEMENT PIIACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY ANO MISTING. SIGNAGE NOTES I. THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2''X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. Carlsbad, California IRRIGATION DETAILS Q PLANTING PLANS 10 & 11 4. HOSE BIBS ARE STRICTLY PROHff!IITEO. I 5. CROSS-CONNECTIONS ltETWl!EN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHBITl!O. 8. NO SU'EISTITUTIONS OF PH>E MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE OTAY WATER DISTRICT. 7. ALL MAINLINE l'IP!!S SHALL HAVE WARNING TAF'E PER CARLSBAD MUNICIPAL WATER DISTRICT'$ RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 9:00 P.M. TO 6:00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. !IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNQER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QU1ALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL l!E BETWEEN THE HOURS OF 9:00 P.M. ANO e:oo A.M. 9. BURIAL OF ALL WIRING ANO PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT 'S RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE l"'ROTECTEO FROM CONTACT WITH FI.ECYCLED WATER, WHETHER l!Y WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBr!ED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR 1!:LIMINATE OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRl'SUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APF"I.IRTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEAL TH ANO SAFETY CODE. 14. ALL IRRIG.-.TION PIPES SHAU BE STENCLED WITH THE WARNING, "NON-POTABLE OR RECYCLED WATER," COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT 'S RULES A~ REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), l"OTAl!ILE WATER, CONSTANT PRESSURE RECYCLl!!D \NATER ANO SEWER LINES SHOULD l!E PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND I OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. Ct)NSTANT -SSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILmES. 17. IF A CONSTANT F'R1ES$URE RECYCLED WATER LINE MUST BE INSTALLED ABO\/£ A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE REC'l"CLEO WATER LINE SHALL BE INSTALLED WITHIN AN APPROVIW PROTECTIVE SLEEVE AS Pl!IR THE OTAY WATER DISTRICT'S RULES ANO REGULATIONS. 18. ThE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY TH'E OTAY WATER DISTRICT AND THIE SAN Dl,EGO COUNTY Dl!PARTMENT OF ENVIRONMENTAL HEAL TH. 19. THE fl:EQIJIRED CPl.088-CONNECTION INSPECTION SHALL BE DONE l!IY EITHER THE OTAY WATER DISTRICT AND/ OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. COPIES 0~ INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. nlte DESIGN AND LOCATIOt<IS PROPOSl!D FOR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL BE CALLED OUT ON THE PLANS. 21. ~N RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHAU BE DESIGNATl!D IN WRITING. THIS INDIVIDUAL SHALL !IE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW I CROSS-CONNECTION PROTECTION THE RECYCLED PURVEYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL !IE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT . l1N CASE OF EMERGENCY CONTACT MARI( HEAVEY AT (415) 381-1600 ' bR AFTBR HOURS CONTACT MARK HEAVEY AT (415) 381-1600 22. All f>Ul'lLIC AND Pl'!IVATI! POTAIILE WATER MAINS INCLUDING FIRE MAINS ANC\ANYWATER WELLS AND WATl!ER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23. ClALL OUT ON THE PLANS IF THERE ARIE OIi: ARE NOT DRINKING FOUNTAINS AND I OR DESIGNATED OUTDOOR EATIN,G AREAS ON THIS SITE. 24. l"buCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS l!ASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, ANO IS NOT APPROVED FOR DRINKING F"IJRPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAit Y BASIS. 25. >I. PHYSICAL SEPARATION SHALL BE PROVIDED IIETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. CARLSBAD MUNICIPAL WATER DISTRICT GUIDELINES FOR RECYCLED WATER USE 1. IRRIGATE BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM ONLY. WATERING OUTSIDE THE TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. 3 4. 5. 6. 7. IRRIGATE IN A _MANNl!:R THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH 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 TOT AL IRRIGATION TIME INTO CYCLES THAT Will PROMOTE MAXIMUM SOIL ABSORPTION. ADJUST SPRAY HE~DS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS ANO STREETS AND SIDEWALKS. MONITOR ANO 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. 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 APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH ANO EVERY ONE OF YOUR EMPLOYEES. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4", PURPLE IN COLOR, WITH THE WORDS "WARNING -RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, ANO "NO TOME EL AGUA" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAG AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL l!E ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. II. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING 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 RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I EXCERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD ANO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT OF WORK, OF MY RESPONl!IILITIES FOR PROJECT DESIGN. ~~CAPE ARCHITECT R.l.A. 2609 FIRM NAME AND ADDRESS: TELEPHONE NUMBERS: REGISTRATION NUMBER: EXPIRATION DATE: DEVELOPER NAME AND ADDRESS: TELEPHONE NUMBER: RIDGE LANDSCAPE ARCHITECTS 755 RAINTREE DRIVE, SUITE 300 CARLSBAD, CA 92009 (760) 438-1002 I (760) 438-1156 FAX 2809 MAY 31,2006 FARADAY SPECTRUM, LLC 4435 EASTGATE MALL, SUITE 200 SAN DIEGO, CA 92121 858-452-6500 DATE ;.~t,~ 1Jz,<,-t>5 WILLIAM E. PLUMME~TRICTENGINEER DATE R.C.E. 28176 COUNTY OF SAN DIEGO T~RE REQUIRED ON SHEET 1 ONLY Department of Environmental Health -Land Use Division ~~ Fue11•AC QIALeei:0:e.,.,, Li~ Environmental Land Use Specialist Ill J DATE 0 10 20 40 60 SCALE AND NORTH I I I I INSPECTION PROCEDURES 1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINES. B. TRENCH DEPTHS C. REQUIRED SEPARATION (HORIZONTALLY AND VERICALLY) D. PIPE IDENTIFICATION E. POINTS-OF-CONNECTION (POC'S) F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS G. WARNING SIGNS AT THE SITE AND ON lliE TRUCKS HAULING RECYCLED WATER (IF RECYCLED WATER IS USED FOR CONSTRUCTION). AN APPROVED LETTER REGARDING THE INSPECTION OF THE PROJECT SHAU BE OBTAINED FROM THE CITY AND THE DISTRICT, ANO BE FORWARDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH PRIOR TO FINAL INSPECTION APPROVAL. • 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. COVERAGE TESTS, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECYCLED WATER. 8. WARNING SIGNS ANO LABELS. C. QUICK COUPLING VALVES. D. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF AND PONDING. E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. G. CROSS-CONNECTION, 3. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PARTS "A", "B'' AND "G" OF THE DISTRICT FINAL INSPECTION. LEGEND SYMBCL DESCRIPTION ----PW-----PROPOSED POTABLE WATER SYSTEM --R'W---EXISTING RECYCLED WATER SYSTEM --RW--PROPOSED IRRIGATION SYSTEM MAINLINE ALL LANDSCAPED AREAS AREA OF RECYCLED WATER USE • $ .. 12'' X 36" SIZE LOCATION OF CONNECTION POINT(S)- METER AND BACKFLOW PREVENTION "DO NOT DRINK" SIGN LOCATIONS TYPICAL SIGNS BLACK LOGO / PURPLE BACKGROUND / 1" BLACK LETTERS I, (N. T.S.} 'I #ARNING RECYCLED WATER OONOTORINK RECYCLED WATER S AFTER CONTACTING OS OESPUES DE USAR .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 1" BLACK LETTERS 2" BLACK LETTERS In Older to Conserve Weier ... RECYCLED WATER IN USE DONOT ®NOTOME ~ i DRINK EL AGUA WASH HANDS AFfER CONTACTING L~V!SE SUS MIINOS lleSPUES CE USAR 18" X 18" SIZE .032 ALUMINUM, .060 Al!!S PLASTIC OR STICK-ON VINYL SIGNS PLANTING DETAILS & NOTES 12 LANDSCAPE SPECIFICATIONS 13 -16 / PROJECT MAP NOTTO SCALE TRACT NO. 94-09, UNIT NOS. 2 & 3, MAP NO. 13408 ci > --....,--PROJECT SITE RlJf>IERFORD --\ MCCLELLAN -PALOMAR \ AIRPORT l. ---, -I \...--- AIRPORT VICINITY MAP NOTTO SCALE APPROVED FOR PLANTl!NG AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DEPARTMENT R I D G E LANDSCAPE ARCHITECTS 755 Reintree Drive, Suite 300 Car~bad, CA 92009 Tel 760 4381002 Fax 760 4381155 www.ridgrtla.com COVER SHEET FOR: DATE FARADAY SPECTRUM REVIEWED BY: R.C.E. ____ R.C.E. _____ e-~+-+--------------1----, ;::==========c=·=R=.c=·=L=o=ri=:s=J=&=4======; APPROVED l J ~,q(~( e.~~ DIRECTOR ASSIST AN-LAHN ING DAT DATE BY DESCRIPTION INSPECTOR DATE PIEVl810N8 OWN SY 1111'10 -, NO. 11 ---APP'D RS CHKO BY MS 03-09 4253L FIELD l!Y CMWD# L0.1 ...... 0 ..... "' ~ I I I I I I i I / / :".-·'/ .. "''"/ , ; I : "----.:'/' .. ·--... ./ ! f i / I I I /l-7r~J l ' r' I ;I I I .. ,1 I j \(j 1··--.. I I fi I I I I I / I . . / : . 1 ! / y I I :---.... I I ., ,:, . ' .. . , , / 3 I !J y·--.... R' I ff/3 ~ j B •' !)}:;,.,,,,,__J .._,, c" . -· __ Jif. ··-<t ~?f -... :-----. v i::, ---r--:c-:~ . . --.___/ ·1· :c-;:t ;;·~:-----':::-! ..__ . -. ..._ --'•··-.. ,_ '~<:::::::--::~"""------.::/-,-c .. (::::'::;;:;~ ------> :::::,__ ---... '''"'' -"""-· . ' -----~ ~~t:_;:1~~~~: -----z ! ------------- ••, ·-··-.. 1' TYP. / .3'._.9 .. 0 PARCEL2 --.----_.,__, ---,---- PA 'O 0 PA P 1 1 I--'...... .__,__.__ 10' OFFSET TYP. · 7• TYP. / --- 1' TYP. ------ 10 20 40 60 SCALE AND NORTH 1 • i~• PA 2 --------- 7' TYP . ------ _y._.•-Y::52 r:c:t_r. :; -/: _:. ------------\ ·O • '. / I -------~---- Jamea J. Ridge Lie. #2809 (Signeture) --------- P.A. '"' / ' ' - ----·· T R I D G E LANDSCAPE ARCH I TECTS 755 Rainlree Drive, Stile 300 Car'obad, CA 9:1009 Tel 76(1'381002 Fax 76Cl 438 i 155 WINl.ridgela.com \ - l1 I I II 11 ,, l1 I I ' ' ., 1: ' . '; . \ R.C.E. ____ _ REVIEWED BY: INSPECTOR CONSTRUCTION LEGEND G) CONSTRUCT CONCRETE PAVING PER DETAIL A, SHEET 4. ® CONSTRUCT TOOLED SCORE LINE PER DETAIL B, SHEET 4. ® CONSTRUCT SAWCUT JOINT PER DETAIL B, SHEET 4. © CONSTRUCT EXPANSION JOINT PER DETAIL B, SHEET 4. © CONSTRUCT CONCRETE MAINTENANCE BAND AT BASE OF BUILDING PER DETAIL D, SHEET 4. ® CONSTRUCT CONCRETE MOWSTRIP PER DETAIL C, SHEET 4. © CONSTRUCT HANDICAP-ACCESSIBLE RAMP PER DETAIL F, SHEET 4. ® CONSTRUCT CONCRETE STEPS WITH WALL PER DETAIL E, SHEET 4 ® CONSTRUCT CONCRETE STEPS PER DETAIL E, SHEET 4. @ FURNISH AND INSTALL DECOMPOSED GRANITE WITH BENDER BOARD EDGE PER DETAIL G, SEE SHEET 5. QY FURNISH AND INSTALL BOOLDERS PER DETAIL H, SHEET 5. THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY CONCRETE CURB PER CIVIL ENGINEER'S SHEETS. A.C. PAVING PER CIVIL ENGINEER'S SHEETS. STRIPING PER CIVIL ENGINEER'S SHEETS. D CONCRETE PAVING PER CIVIL ENGINEER'S SHEETS. E FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS. F TRASH ENCLOSURE PER ARCHITECT'S SHEETS. @ PROJECT SIGNAGE BY OTHERS ® CONCRETE SIDEWALK BY OTHERS. 0 ELECTRIC TRANSFORMER PER ELECTRIC ENGINEER'S SHEETS. COLOR AND FINISH SCHEDULE SYMBOL KEY DESCRIPTION COLOR/FINISH PAVING COMMENTS BOULDER SCHEDULE: KEY LENGTH WIDTH HEIGHT (ABOVE GRADE) A 2'-6" 2'-6" 1 '-0" B 3'-0" 3'-0" 1'.cll'--- --- BRADIN~ DRAINAGE NOl];S ~ A. CROSS SLOPE OF SIDEWALK TO BiE.>rlllllJ<. OF 2%. B. SLOPE ALL HARDSCA ACHIEVE POSITIVE DRAINAGE AWAY FROM BUll61NG. ~ES WITH CIVIL ENGINEER'S SHEETS . SYMBOL LEGEND ------EXPANSION JOINT CONTROL JOINT P.A. TURF PLANTER AREA TURF AREA LIGHTING LEGEND: (SYMBOLS SHOWN FOR REFERENCE ONLY - REFER TO ELECTRICAL ENGINEER'S SHEETS) SYMBOL DESCRIPTION 0 IN GRADE PATHWAYLIGHT KIM 3091 /3095 CONCRETE PAVING NATURAL GRAY, MED. BROOM FINISH BROOM STROKES PERPENDICULAR TO EDGE OF PAVING CONCRETE BANDING NATURAL GRAY WITH LIGHT BROOM FINISH I I -INTEGRAL COLOR CONCRETE PAVING L.M. SCOFIELD (600) 600-9900 SCOFIELD C-26 (ANTIQUE CORK) MEDIUM WASH SAW CUT GRID 18" O.C. DGPAVING KRC ROCK (760) 744-1036 BID ALTERNATE# 1 NEW CALIFORNIA GOLD WITH STABALIZER INTERLOCKING CONCRETE ANTIQUE COBBLE PAVERS -ON SAND ORCO BLOCK (760) 799-9639 FOR LANDSCAPE CONSTRUCTION DETAILS & NOTES SEE SHEETS 4 & 5. FOR LANDSCAPE CONSTRUCTION SPECIFICATIONS SEE SHEETS 13-16. DATE P2 1 P3 1 • TYPICAL ENTRY ENLARGEMENT SCALE 1" = 10' REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. KEYMAP NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DEPARTMENT CONSTRUCTION PLAN FOR: FARADAY SPECTRUM R.C.E. ____ f-----+--+-------------+----i ~~~:c====c=.R=.c=. =L=o=r,=s=J=&=4====~ APPROVED n DATE BY DESCRIPTION APP'D DATE REVISIONS C,-D<~ NING DIRECTOR BY JC DWN ___ _ CHKD IY_c..Rc=S __ rlELD BY CMWD# MS 03-09 11 DRAWINa NO. 4253L L11 090105 r ---PARCEL 2 \ - \ -------· -------c::J -------------------------,' ,\ PA. D D PA PA 1 \ PA 5' 1' TYP. . 5 P1 : ! .PA ... '-t"""2'tl<~i~J~---·?· f"bfz;c.:::::""'~PLL ___ .,u -:-~,,,,,. \ \ \ 0 10 20 40 60 \ SCALE AND NORTH \ \ \ \ ·-. / 7 Smith Consulting Architects i:·;·2(1 El Can11r1,, r',',1! '.3u1tP :::oo • r ,..,,,, : (,"d,1 ,,11 t ~'.,1".iQ 'i-'"\·,":j i··· ~ ' '1~:'"\•··q 4~~ .. PA \ \ \ 296 James J_ Ridge Lie. #2809 (Signature) (Dall!) 0, CAL \T \ \ ,\ \ \ · .. ,\ \ \ \ \ \ \ \ ------TYP. / / R I D G E LANDSCAPE ARCHITECTS / / 755 Raintree Drive, Sute 300 Carlsbad, CA 92009 Tel 760 4381002 Fa~ 760 438 i 155 www.ridgela.com --- CONSTRUCTION LEGEND © CONSTRUCT CONCRETE PAVING PER DETAIL A. SHEET 4. ® CONSTRUCT TOOLED SCORE LINE PER DETAIL B, SHEET 4. ® CONSTRUCT SAWCUT JOINT PER DETAIL B, SHEET 4. © CONSTRUCT EXPANSION JOINT PER DETAIL 8, SHEET 4. ® CONSTRUCT CONCRETE MAINTENANCE BAND AT BASE OF BUILDING PER DETAIL D, SHEET 4. ® © ® ® @) CONSTRUCT CONCRETE MOWSTRIP PER DETAIL C, SHEET 4. CONSTRUCT HANDICAP-ACCESSIBLE RAMP PER DETAIL F, SHEET 4. CONSTRUCT CONCRETE STEPS WITH WALL PER DETAIL E, SHEET 4. CONSTRUCT CONCRETE STEPS PER DETAIL E, SHEET 4. FURNISH AND INSTALL DECOMPOSED GRANITE WITH BENDER BOARD EDGE PER DETAIL G, SEE SHEET 5. @ FURNISH AND INSTALL BOULDERS PER DETAIL H, SHEET 5. THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY CONCRETE CURB PER CIVIL ENGINEER'S SHEETS. A .C. PAVING PER CIVIL ENGINEER'S SHEETS. STRIPING PER CIVIL ENGINEER'S SHEETS. D CONCRETE PAVING PER CIVIL ENGINEER'S SHEETS. E FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS. F TRASH ENCLOSURE PER ARCHITECT'S SHEETS. ® PROJECT SIGNAGE BY OTHERS ® CONCRETE SIDEWALK BY OTHERS. 0 ELECTRIC TRANSFORMER PER ELECTRIC ENGINEER'S SHEETS. COLOR AND FINISH SCHEDULE SYMBOL KEY DESCRIPTION COLOR/FINISH PAV/NG F r I ~ I I §l -~ I • · ·· I §1 ~ ·-· . ·--· ... ....... ....... . , .. ..... ...... ... .. , ... ,. ,.,, ., ,., ~ CONCRETE PAVING CONCRETE BANDING INTEGRAL COLOR CONCRETE PAVING L.M . SCOFIELD (800) 800-9900 D.G PAVING KRC ROCK (760) 744-1036 BID AL TERNA TE# 1 NATURAL GRAY, MED. BROOM FINISH NATURAL GRAY WITH LIGHT BROOM FINISH SCOFIELD C-26 (ANTIQUE CORK) MEDIUM WASH NEW CALIFORNIA GOLD WITH STABALIZER INTERLOCKING CONCRETE ANTIQUE COBBLE PAVERS -ON SAND ORCOBLOCK (760) 799-9639 COMMENTS BOULDER SCHEDULE: KEY LENGTH WIDTH HEIGHT (ABOVE GRADE) A 2'-6" 2'-6" 1'-0" B 3'-0" 3'-0" GO' --- --- GRADIN~ DRAINAGE NO"!J;S --------- A. CROSS SLOPE OF SIDEWALK T~. OF 2%. B. SLOPE ALL HARDSCAP~IEVE POSITIVE DRAINAGE AWAY FROM BUIW1NG. ~DES WITH CIVIL ENGINEER'S SHEETS. SYMBOL LEGEND ------EXPANSION JOINT CONTROL JOINT PA PLANTER AREA TURF TURF AREA LIGHTING LEGEND: (SYMBOLS SHOWN FOR REFERENCE ONLY - REFER TO ELECTRICAL ENGINEER'S SHEETS) SYMBOL DESCRIPTION 0 IN GRADEPATHWAYLIGHT KIM 3091/3095 BROOM STROKES PERPENDICULAR TO EDGE OF PAVING SAW CUT GRID 18" O.C. FOR LANDSCAPE CONSTRUCTION DETAILS & NOTES SEE SHEET 4 & 5. FOR LANDSCAPE CONSTRUCTION SPECIFICATIONS SEE SHEETS 13-16. TYPICAL ENTRY ENLARGEMENT SCALE 1" = 10' , \ /4' !,,,),'' ,('' / .::: ''\ \;; \(./' ') " \; ,,;. \ \{\_\\-:: \,. _ µ/.,._,1, ' 'i·'1 ' l .. -:,;~·--,'l_~~-, . .-.l. · ... j-',:\1 -,,,:; 111: » --,.,.,.,==<sr':":-''°: .. :fl}.\..,.• :-.-...... .,.,r_,:;.-,.~~-'-\ \">-·;. •1 , .• -- --11&,11,111;~:~ 'It" , crn,,,.,,··~1;,~f':\~;._·\\\ \r;" ~t~=Jir~~- •·~,:_ _l \.... KEYMAP NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT 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 R.C.E . ____ _ REVIEWED BY: INSPECTOR CONSTRUCTION PLAN FOR: DATE FARADAY SPECTRUM C.R.C. LOTS 3 & 4 R.C.E. ______ f---+--+----------------;-----1 ~~~::::::=:=================~ APPROVED ~ C-~ ASSISTAN=r--NNING DIRECTOR 9,~(c( DAE DATE DATE BY DESCRIPTION REVISIONS DWN BY J 11 DIIA-NO. APP'D RS CHKD BY MS 03-09 4253L FIELD BY CMWD# Lt2 090105 ~~\,t E F "' 1·-r 4• R TYP. ·. ·•· :· = I . '-½l"iT-'-"'~,71',I. ~ 1;, '. I CONCRETE STEPS 8.3% -MAX. "I.AN VIEW 1/10"-1 '-0" *ft ' " ........ TRl!AD WIDTH+ 1'41'' 1"-0" TOOLED NOSING ON TREAD •• ~·~.:'.·· ··:~. ........ ,. ; .. : " · .:i. · . · ~-....... -~4;--..-"'""....,., ,· ~--~·; ~· .• ' ·.,,t··• ... '···~~-,.· "' ' . ~-_ .. •: ·,.~·. ·••. ,. I I I I I I I I I I I w --+---'l<-L ___ .J l 10-Ill MIN. l 'I 'I STEf> SECTION . ' i-,-,-,,.,...,.,-----1 • .... I •· , :. ~I i, ·,~---<11 ,. . I ... 4'. i--,-....,.,.....,...-..,-1 ; I . ·: • .:• 1-·:•-.+---<10 l '1 CHEEK WALL SECTION ~~1----f 1 ..• . PLAN VIEW 1/10"-1'-0" 4'•11" MIN. C~. 2%MAX. I" WARNING GROOVES -SECTION 1/2" ■ 1" CROSS SECTION 1/2"-1'-0" HANDICAP ACCESS RAMP , I i' LEGEND: LEGEND: 1. CONCRETE STEf>S, FINISH PER PLAN 2. 1/2" TOOLED RADIUS 3. CONTINUOUS EXPANSION JOINT PER DETAIL B 4. REBAR PER STRUCTURAL ENGINEER'S DRAWINGS 5. 90% COMPACTED SUBGRADE 6. 1/2" DIAMETER X 12" LONG STEEL DOWEL@ 24" O.C. -PAPER WRAP ONE END 7. 1-1/2" 0 TUBULAR STEEL HANDRAIL, EMBED MINIMUM 1'-6" IN CONCRETE FOOTING OR ADJACENT CONCRETE CHEEKWALL 8. POURED-IN-PLACE CONCRETE CHEEKWALL AND FOOTING WITH 1" CHAMFER ON ALL EXPOSED EDGES, NATURAL GRAY WITH SACK FINISH (WHERE OCCURS) 9. TOOLED NOSING, TYPICAL, AT EACH TREAD -SEE INSET 10. #3 REBAR, VERTICAL, AT 18" O.C. 11. #3 REBAR, CONTINUOUS, @ 18' O.C. 12. FINISH GRADE NOTES: A. SHOP PRIME HANDRAIL AND PAINT WITH (2) COATS EXTERIOR ENAMEL, COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT. B. REINFORCING, FOOTING DIMENSIONS, AND BASE INFORMATION ARE SHOWN FOR BID PURPOSES ONLY. VERIFY REQUIREMENTS OF THE SOILS REPORT AND COMPLY. C. PROVIDE FINISH SAMPLE PER SPECIFICATIONS. 1. CONCRETE PAVING PER PLAN AND PER DETAIL B, THIS SHEET 2. EXPANSION JOINT PER DETAIL A, THIS SHEET 3. 6" CURB 4. FINISH GRADE 5. A.C. PAVING PER PLAN 6. WARNING GROOVES -REFER TO ENLARGEMENT ABOVE 7. 90% COMPACTED SUBGRADE I 6" 1~---11 ,------<1 2" IN GROUND COVER AREAS 1" IN TURF AREAS ,----15 ,----13 '-------15 LEGEND: 1. CONCRETE MOWSTRIP WITH LIGHT BROOM FINISH ON ALI. EXPOSED SURFACES 2. #3 REBAR, CENTERED, CONTINUOUS 3. 112" TOOLED RADIUS 4. FINISH GRADE 5. 90% COMPACTED SUBGRADE -VERIFY WI SOIL ENGINEER'S REPORT NOTES: A INSTALL CONTROL JOINT AT 10'-0" O.C. MAX. SPACING B. INSTALL 318" BITUMINOUS FELT EXPANSION JOINTS @ 20'-0" O.C. MAX. W/MASTIC SEALANT. C. PROVIDE 46 NIIITERED CONTROL JOINT AT 90 CORNellS. "'t:m~~:;rr:r-.~.~· -=~-:-~. t· : .• ;. . .::;;:~~:;:~t.:1~::::_..:..:.1..:..:_-:;::-:~~~n: -. -m • i'-r,-,---rr,-,..,,.,_ ' . ' lr;'II'""""+.-'-.,.,._ w MIN. LEGEND: 1. CONCRETE PAVING -REFER TO CONSTRUCTION PLAN FOR COLOR AND FINISH 2. #3 REBAR AT 18" 0.C. EACH JAY, CENTERED IN SLAB 3. FINISH GRADE 4. 90% COMPACTED SUBGRADE -VERIFY WI SOIL ENGINEER'S REPORT 5. 114" TOOLED RADIUS NOTES: A. PAVING THICKNESS, BASE PREPARATION AND REINFORCING ARE SHOWN FOR BID PURPOSES ONLY. VERIFY REQUIREMENTS OF THE SOILS REPORT AND COMPLY. B. PROVIDE FINISH SAMPLE PER SPECIFICATIONS. C CONCRETE MOW STRIP A CONCRETE PAVING 7 PER PLAN 3 4 ALIGN EXPANSION JOINTS WITH EDGE OF COLUMNS, TYP. Si--, Pl!R PLAN Ll!Gl!ND: 1. 111" RADIUI l!DOI 2% A. co,NTROL JOINT (SCORELINE) 2. PAVING FINMIH IURl'ACI! Pl!R PLAN • <D D "" 4' .. .. 4 •• • -•• ®-1 • :I . ' LEGEND: 1. CONCRETE STRIP WITH LIGHT BROOM FINISH ON ALL EXPOSED SURFACES 2. #3 REBAR, CENTERED, CONTINUOUS 3. 112" TOOLED RADIUS 4. FINISH GRADE 6. 90% COMPACTED SUBGRADE -VERIFY WI SOIL ENGINEER'S REPORT 6. EXPANSION JOINT BETWEEN STRIP AND BUILDING, CONTINUOUS 7. COLUMN FACE / BLDG EDGE 8. BUILDING GLAZING NOTES: A INSTALL 31B" BITUMINOUS FELT EXPANSION JOINTS PER PLAN OR, @ 20'-0" O.C. MAX. WI MASTIC SEALANT. B. WIDTH OF CONCRETE MAY VARY AT BUILDING GLAZING AREAS. IB. EXPANSION JOINT C. COLD JOINT .. D. SAWCUT JOINT CONCRETE MAINTENANCE BAND @ BUILDING B CONCRETE JOINTS FOR LANDSCAPE CONSTRUCTION PLANS SEE SHEETS 2-3. FOR LANDSCAPE PLANTING SPECIFICATIONS SEE SHEETS 13-16. DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 3. JOINT 1'11.Lltl PIR IPICIPICATIOIII 4. BACK!R IIIOD Pl!lt IPICIPICATIONI I. TWO•l'ART l'OL YURl!THANI! NALAIIT l'ER IPl!Cll'ICATIONS I. 1/2" DIA. X 12'' LONG ITll!L IIOML GI 24" O.C., PAPIR WIIAI' ONI IND NOTES: A. LOCATE JOINTS "'9R SPICIFICATIONI UNLl!II O'l'Hl!RWIII! INDICATl!O ON PLAN ■. SEALANT C«.OR TO MATCH ADJACl!N'T PAVINO • 3/4" IF l'AIIINO LmH THAN 4" THICK 1" IF l'AVl'tO 4" THICK OR OREA.TIit APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DEPAl'ITMENT CONSTRUCTION DETAILS FOR: FARADAY SPECTRUM C.R.C. LOTS 3 & 4 R I D G E LANDSCA'E ARCHITECTS ~.C.E. ____ _ R.C.E. ______ l---+--1----------------j----j~==================~ APPROVE~ 755 Raintree Ori\le, Suit& 300 Cansbed, CA 92009 Tel 760 4381002 Falr 760 4381155 WNW.ridgela.can REVIEWED BY: INSPECTOR DATE BY DESCRIPTION APP'D DATE REVISIONS ~~os' c. ASSISTANT PLANNING DIRECTOR DAE DWN BY J PFIOJIICT NG. 11 DMWIMNO. RS CHKD IY MS 03-09 4253L rlELO IIY CMWD# L2.1 ~~~ CONSTRUCTION NOTES A. VISIT THE SITE PRIOR TO SUBMITTING BIDS. 8. SUBMIT A UNIT COST FOR IMPlt>RT SOIL IN-PLACE AND BE COMPLETELY AWARE OF THE AMOUNT OF BOIL NECESSARY TO REACH THE SATISFACTORY GROUND LEVEL. C. VERIFY ALL f'ROPERTY LINES OR OTHER LIMIT OF WORK LINES PRIOR TO COMMENCING WORK. 0. REPAIR OR REPLACE ANY DAMAGE TO ADJACENT PROPERTIES, CURBS, WALKS, PLANTING, WALLS, ETC. AT NO AOOITIONAL COST TO THE OWNER. E. VERIFY ALL EXll!lTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY TlfE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. F. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN l'HE DF!AWING$ AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTIONS SHALL IE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL ).,ECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. G. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY THE OWNER IMMEDIATELY IF DAMAGE OCCURS AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT. H. COMPLY WITH ALL PROVISIONS OF THE LATEST BUILDING CODE, AMERICANS WITH DISABILITIES ACT OF 1991, AND WITH OTHER CURRENT RULES, REGULATIONS AND ORDINANCES OOVERNING THE PLACE OF THE WORK. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS _.ND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICTS BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS. I. LOCATIONS OF N.1.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC., ARE APPROXIMATE. NOTIFY lHE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. J. VERIFY AU. PAVING AND HARDSCAPE CONSTRUCTION DRAWINGS 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. IIE RESPONS191.E FOR COORDINATION &!:TWEEN SUBCONTRACTORS FOR !'>ROPER AND TIMELY PLACEMENT OF SLEEVING, PIPING AND I OR CONDUIT INSTALLATION UNDER OR THROUGH LANDSCAPE ELEMENTS. L. LANDSCAPE LIGHT FIXTURE LOCATIONS AS INDICATED ON THESE PLANS ARE APPROXIMATE. FINAL LOCATION TO l!lE VERIFIED l!!Y LANDSCAPE ARCHITECT ON SITE. M. DO NOT SCALE DRAWINGS. 1.. F'ROVIOE A REPRESl!NTA TIVE SAMPLE OF EACH PAINTED OR STAIN!!D ELl3MENT TO THE OWNER FOR REVIEW AND APPROVAL PRIOR TO Al"PLYING FINISH. REFER TO DETAILS AND SPECIFICATIONS FOR SPECIFIC SUBMITTAL REQIJIIREMENTS. 0. ll'ROVIOE A 4'X4' SAMPLE OF EACH PAVING TYPE IN LOCATION SPECIFIEO BY THE CITY FOR MVIEW AND APPROVAL BY THE OWNER PRIOR TO INSTALLATION REFER TO SPECIFICATIONS. P. WHEl'IE PAVING AND Flt.ltSH GltADE MEET, OEl'RESS FINISH GRADE 1" IN TURF AREAS AND 1-112'' IN GROUND COVER/ SHRUB AREAS, UM..ESS OTHERWISE INDICATED. Q. FOR PROJECT WALKS 00 NOT' EXCEED A SLOPE OF 20:1 (5 % GRADIENT) UNlESS OTHERWISE INDICATED. Fl.. 00 NOT EXCEED 2':1 II.OPE IN PLANTED AREAS. S. HANDICAP RAMPS ARE NOT TO EXCEED EXCEED 12:1 OR 8.33 %, UNILESS OTHERWISE ,INDICATED. T. HOLD FINISH QRADE A MINIMUM OR&' BELOW FINISH FLOOR, UNLESS OTHERWISE INDICATE!D. U. CONSTRUCT ALL CURVE TO CURVE AND TANGENT LINES TO BE NEAT, "TRIM, SMOOTH AND UNIFORM. V. CONSTIWCT ALL CONCRETE WITH A MINIMUM COMPRESSIVE STRENGlH OF 2,500 P$1@ 28 DAYS, UNLESS OTHERWISE INDICATED. W. l"ROVIDI! THE OWNl"R Will-I ALL WARRANTI!:$, GUAF!ANTEES, AND INSTRUCTION MANUAL$ FOR EQUIPMENT, APPLIANCES, FIXTURES, ETC. AS DESCRIBED IN THE SPECIFICATIONS. G I( t FINISHED--~ GRADE TURF AREA ~ 1IT 111 II 11111 ==11 = Ill lllaaeITTIII =Ill= SECTION ,,----FINISH GRADE, GROUND COVER PLANTING AREAS FACTORY CUT THERMAL EXPANSION SLIP JDINT 7 GA. GALVANIZE STEEL HAIRPIN, SEE CHART FDR WIDT BEND-A-BOARD--, PLASTIC HEADER BOARD, SEE CHART FOR SIZES PLASTIC STAKE--~ @ 3' D.C. MAX. USE PLATED DECK SCREWS FDR ATTACHMENT \ SEE CHART FOR MAX. CROWN LENGTH 8. HE~HT SEE CHART MINIMUM RADIUS SEE CHART~\ FDR THERMAL EXPANSI□N GAP 1111111111 II Ill Ill 111111111111111 11111 Ill 7 GA--_,, 1- GAL VANIZED -1!!. STEEL HAIRPI~ -Ill I SEE CHART -- FDR WIDTH SLIP JOINT DETAIL ; _:----, NOTES: ELEVATION -CRD\JN DIMENSIONS PLAN BEND-A-BOARD CHART MINIMUM MAXIMUM THERMAL SLIP JOINT HDR ACTUAL RADIUS CROWN EXPANSION HAIRPIN SIZE DIMENSI□NS POSSIBLE POSSIBLE GAP AT SLIP DJMENSI □NS ~ X4 3 3/8" X 5/16' 20'6' 22· / 0. I NIA •• ., M 1X4 3 3/8" X 11/16' , 2(/'4' 19' / i 0!/4' -112· 3/4' ID x 1: 2X4 3 3/8" X 1 3/8" X 2:116' 16' / i Ql/2' -3/4" 1 112· ID x 1X6 5 3/8" X 11/16' , 2(1'4" 9• I >l)/2' -3/ 4• 3/4' ID x 1: 2X6 5 3/8" X 1 3/8' X 196" N/1 3/4" -1' N/A MANUFACTURED BY, EPIC PLASTICS, 104 EAST TURNER RD., LODI CA 95240 URL ADDRESS, www.eplcplQstlcs,cor, TM 3• • 1. COLOR OPTIONS BROWN DR SAND 2. DO NOT SCREW THROUGH SLIP JOINT 3, USE COARSE WOOD WORKING TOOLS FDR CUTTING & DRILLING -l--'-'.,_-+-- 4. USE PLATED SCREWS DR RING SHAN NAILS TD JOIN BOARD TO S"f AKE 5. ALLOW FDR THERMAL EXPANSION 8. CONTRACTION BY LEAVING GAPS IN THE SLIP JOINTS DR AT THE END OF THE RUN <SEE CHART) WARM WEATHER INSTALL MIN GAP COLD WEATHER INSTALL MAX GAP 6, STAKE APPROX 3' O' DC (MORE FDR STRAIGHT RUNS LESS FDR CURVES) BEND-A-BOARD PLASTIC HEADER BOARD DETAIL NOT TD SCALE BEND-A-BOARD IS INTENDED FDR NON-STRUCTURAL USE ONLY D.G. PAVING WITH BENDER BOARD EDGE FOR LANDSCAPE CONSTRUCTION PLANS SEE SHEETS 2-3. FOR LANDSCAPE PLANTING SPECIFICATIONS SEE SHEETS 13-16. James J_ Ridge Lie. #2809 (Slgnl!ture} R I D G E LANDSCAPE ARCHITECTS 755 Ramire& DrlV8, Suite 300 Car1s0ed, CA 92009 Tel 760 43810112 Fax 760 4381155 www.ridgsla.com R.C.E'.. ____ _ REVIEWED BY: INSPECTOR H R.C.E. _____ _ DATE • WIDTH PIR PLAN 2% MIN. 2% MIN. .... . ·.... ...... ... . . . •' ... ·-~· ... , .. • ........ ~-•' ........ ,. ... ';, ~,-........ '••. .. ~ .. ,. :,._. ~-.. :. LEGENO: 1. DECOMPOSED GRANITE, PRE-MIXED WITH 'STABILIZER' ORGANIC ADDITIVE. APPLY PER SUPPLIERS SPECIFICATIONS. 2. 1/'Z' X 4" BEND-A-BOARD HEADER COLOR~E!ROWN, FOR SPECIFIC..TIONS SEE BEND-A-BOARD DETAIL LEFT. 3. BEND-A-BOARD RIB EYE STAKES, FOR SPECIFICATIONS SEE DETAIL LEFT. 4. FINISH GRADE 5. 90% COMPACTED SUBGRADE DIAMETER PER PIAN . .. ·""-. ..... • 'ID . ' . ' ' IS" MIN. LEGEND: ~-15 1. BOULDERS, SIZE PER BOULDER SCHEDULE (SEE SHEET L 1.1) , AVAl'LABLE FROM SOUTHWEST KRC ROCK, COLOR 'CALICO'. 2. 90% COMPACTED SURGRADE PER SOILS REPORT. 3. ADJACENT PAVING PER PLAN. NOTES: DELIVl!R 1','Z,3' DIA. ROCK SAMPL!S TO THE SITE FOR REVIEW BY LANDSCAPE ARCHITECT PRIOR TO DELIVERY. BOULDER INSTALLATION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE 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 LOCATION or PLANTING AREAS. CITY OF CARLSBAD PI.AN'NING DEPAFn'MENT CONSTRUCTION DETAILS FOR: FARADAY SPECTRUM C.R.C. LOTS 3 & 4 APPROVED C1k Q, lJ' ASSISTANT PLANNING DIRECTOR DWN BY_...cJ=--- CH~D BY_c..cRS::..___ FIELD BY PROJaOTNO. 11 --NO, MS 03-09 -4253L CMWD# 122 • ...... 0 , .. Q ....,--. j / -...... ,._ : 30 I // f / ;r· , ,' ,. , / / ' r-...._,, , ' .... ___ __ ---+--1r---::r-t----. . t':<.. t ,,<\l / / / , , / 21/2' -@....-__ ,_11/'f 1. II/ ' Wf' f /4' ,. l([f ·----~~--,-,, ,r--. --------I ---.. _ ~---.; / ---------, ·------.. _,._,h~7--t-;-! .-: .-· -J"" ""•----L .,/~f?!:):J:: .... / '~""-',>!/) \ -• f / / '7 fi'fJ---I,.':.~?~·;-,..,, ·>·, -,....._/ 1 t ..... , ... ., __ 3 .. ·---·-_,__ ___ ,_ 5 1.5" REFER TO NOTE "A" ABOVE RIGHT 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. VALYe LOCATION NOTE: ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO 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 =uo..-. .. 11:e ...,.e.,,_,......,.,,_.,.. ......._, .._.~......_,..._ .. ..-... , ............. -.,, ... ,......_, • • -------.-.. ._, , ... -•~•-.-. , .. ~ ---•·•--• • • •~" ----,..._, •----.. •-- 39 1 28 PARCEL2 \ -~ 47 .. : -··-"--.. ·-: +··r -12,;t) ; B ; I' 11/4 ,. /f ,. B J/4 ' B l/4 ' ' 4' T / MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY. ACTUAL MAINLINE LOCATION TO BE INSTALLED AT 18" BEHIND CURB/PAVING. \ \ 2 \ \ 5 29 ( J/4 • \ ' ' ' ' ,.----"-··C..:C-----······ -/ J 4• \ • .~~~~;? ~__, MAINLINE SHOWN WITHIN EXISTING PLANTING FOR CLARITY ONLY. ACTUAL MAINLINE LOCATION TO BE INSTALLED WITHIN THE LIMITS OF WORK Smith Consulting Architects ~ ~ JamN J. Ridge ~ ~ l ie. #2809 ~ R I D G E I I I s:: ~ I r z rn C/l rn rn C/l I rn ~ lp> \ NOTE A, 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: IRRIGATION SYSTEM LAYOUT HAS BEEN DESIGNED TO ACCOMMODATE SHRUB HEDGES AND TO MINIMIZE SPRAY PATTERN DISTORTION OR BLOCKAGE FROM HEDGE ROWS. CONTRACTOR SHALL INSTALL SYSTEM TO PROVIDE ADEQUATE COVERAGE TO All PLANTER AREAS INCLUDING THE HEDGE ROWS. CONTRACTOR SHALL INSTALL SPRINKLERS IN FRONT OF HEDGE ROWS TO AVOID ANY DISTORTION OR BLOCKAGE FROM 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" -16" INCHES FROM BUILDING TO AVOID OVERSPRAY ONTO BUILDING OR WINDOWS. All LAYOUT SHALL BE CONFIRMED IN FIELD WITH OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE: MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. NOTE: All SPRAY HEADS ADJACENT TO PARKING STALLS CURBS WITHIN CAR OVERHANG AREAS SHALL BE MODEL 1806-SAM-PRS 6" POP-UP SPRAY HEADS TO AVOID CAR OVERHANG INTERFERENCE. CONTRACTOR SHALL VERIFY All CAR OVERHANG AREAS THAT SHALL RECEIVE THE 1806-SAM-PRS SPRAY HEADS. NOTE: All LATERAL LINES WITH GREATER THAN FIVE FEET OF ELEVATION CHANGE SHALL HAVE THE KING BROS. MOD. NO. KSC-XXX-S (LINE SIZE) SWING CHECK VALVE INSTALLED AT EVERY FIVE (5) FEET OF ELEVATION CHANGE MINIMUM. CONTRACTOR SHALL VERIFY All SWING CHECK VALVE LOCATIONS WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK NOTE: All RCV'S CONTROLLING IRRIGATION HEADS ON SLOPE SHALL BE INSTALLED WITH A LINE SIZED KING PROS. MOD. NO. KSC-XXX-S (LINE SIZE) SWING CHECK VALVE. INSTALL SWING CHECK VAL VE DIRECTLY DOWN STREAM OF THE RCV TO PREVENT DRAINAGE OF WATER IN PVC LATERAL INTO VALVE BOX DURING RCV MAINTENANCE. CRC 3 &4 JAN FEB lrriaation Schedule 6 Davi=. 'W88k ETo/Mo 2 .0 2.1 POC / Controller 1 ETo/Dev 0.07 0.09 Tvne AKc Pr Rats IE ShurbSnmv 0.4 1.74 0.7 1.5 1.7 27 UIV. of Valves Total Run Times 39 47 Turf Rotsry Sorav 0.9 I 0.65 0.8 7.7 9.2 4 L.JtV . of Valves Total Run Times 31 37 Turf Spray 0.9 1.74 0.7 3 .3 3.9 1 l.nv. of Valves Total Run Times 3 4 Bubblers 0.8 3 09 1.3 1.6 4 uiv. of Valves Total Run Times 5 6 Totsl Valves: 36 TOTAL RUN TIMES fHRSl: 1.3 1.6 KEYMAP NOTTO SCALE MAR 3.6 0.13 2.6 70 13.7 55 5.8 6 2.3 9 2.3 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 1 BO 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 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: 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 SEPERATION BETWEEN POTABLE WATER AND RECYCLED WATER MAINS MUST BE MAINTAINED AT All TIMES. THE POTABLE LINES MUST BE INSTALLED ABOVE THE RECYCLED LINE. ASSURE THAT NO "RECLAIMED WATER" IS INSTALLED PAST "PRIVATE PROPERTY" LINES. THIS INCLUDES ANY GATED ENTRIES TO HOMES, BACK YARDS, OR ANY AREA UNDER THE CONTROL OF THE INDIVIDUAL HOMEOWNER APR MAY JUN JUL AUG SEP OCT NOV DEC Total: 4.8 5.6 4.8 6.3 5.8 5.2 3.0 2.4 2.2 47.4 0.18 0.21 0.18 0.23 021 0.20 0.11 009 0.08 3.6 4.1 3.6 4 .6 4.1 3.9 2.2 1.8 1.6 Min/Dav 96 110 96 124 110 106 59 49 43 Tolal Min/Day 19.1 21 .5 19.1 24.2 21 .4 20.6 11 .6 9.5 8.3 Min.lOay 76 86 76 97 86 82 46 38 33 Tolal Min/Day 8.1 9.2 8.1 10.3 9.1 8.8 4.9 4 .1 3.6 Min/Day 8 9 8 10 9 9 5 4 4 T olal Min/Day 3.3 3.7 3.3 4 .1 37 3.5 2.0 1.6 1.4 Min/Day 13 15 13 17 15 14 8 7 8 T olal Min/Day 3.2 3.7 3.2 4 .1 3.6 3.5 2.0 1.6 1.4 LANDSCAPE IRRIGATION WATER ANALYSIS PROJECT: F airaday Spectrum Cansbad, CA Project ETo: 47.40 MAXIMUM APPLIED WATER ALLOWANCE: (GALLONS PER YEAR) MWA=(ETo)x(0.8)x(Totsl Sq. Ft.)x(.62) 47.40 x 0.8 x 42,815 x 0.62 = 1,006,596 Gal./Yr Total Project Acreage 0.96 ESTIMATED APPLIED WATER USED: (GALLONS PER YEAR) EW\J"(ETo)x(Plant Factor)x(Hydrozone Sq. Ft.)x(.62) Irrigation Efficiency HYDROZONE # 1 : (Shrub area with Spray Heads) 47.4 x 0.4 x 29 507 x 0.62 = 495,515 Gal./Yr 0.7 HYDROZONE # 2: (Turf Area with Spray Heads) 47.4 x 0.9 x 304 x 0.62 = 11,487 Gal./Yr 0.7 HYDROZONE # 3: (Turf Area with Rotary Heads) 47.4 x 0.9 x 13,004 x 0.62 = 429,932 Gal./Yr 0.8 3.09 Acra Feet/Yr. 1.52 Acre Feet/Yr. 0.04Acre Feet/Yr. 1.32 Acre Feet/Yr. MAXIMUM APPLIED WATER ._l --'-'1 ,=-006=,5=96=G=a~I.IY-"-r _._~3~.09=A~cre=~Feet/Y==r.__. TOTAL ESTIMATED WATER USE:~' --~93~6~,9~34_G_a_l./Y_r ~ __ 1_.56_A_cre __ Feet/Y __ r.- FOR LANDSCAPE IRRIGATION LEGEND & NOTES -SEE SHEET 7. FOR LANDSCAPE IRRIGATION DETAILS -SEE SHEET 8. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. R.C.E. ------ DATE 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 IRRIGATION PLAN FOR: FARADAY SPECTRUM C.R.C. LOTS 3 & 4 R.C.E. _______ ~--1--+--------------------,f----, '========================:!_■. 09 0105 I I ·-11 4' I' t' \ \ -~•-•H••--~~ \ / ,. .......... ··::;.· \ PARCEL2 REFER TO NOTE "B" AT RIGHT 34 t' 11/4' --21/2~ 22 14. \ ~----\ ---·, .· \. ' -:;;;;::;;;:::.;-~k, ---,· ,,-,·::\$"\ ,-\. \ \- \ ·. \ c ........ \ \ ~ 21/t \... \ \ j .. -. \ T \ 8 Refer to Civil Engineer's Plans for Exact Location of Reclaimed Irrigation Meter. - t 37 .. ti ,. \ 11/4" t 7 ,•• _.~.-< ... \ ,,,,_ ,,' ,,• 2 ' -114' _,,. .... ~·-···· -,,_H • ~~•-- \ 0 10 20 -~;,,-' •·-'< ·;·.-'.~) l 40 \ \ ;,f\ SCALE AND NORTH \ 60 ' ~\.\--'',.,, \ ......--, ' ,0,· .. . \ ~qf; ,L. ,/ • 19 \ \ 27 · .. / James J. Ridge Uc.#2ao9 (Signature) \ EQUIPMENT LOCATION NOTE: BACKFLOW PREVENTER LOCATION SHOWN ON THIS DRAWING IS APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT THE BACKFLOW PREVENTER, AND ALL IRRIGATION APPURTENANCE LOCATIONS FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF THIS EQUIPMENT FINAL LOCATION AND EXACT POSITIONING AND INSTALLATION OF BACKFLOW PREVENTER SHALL BE REVIEWED AND APPROVED BY THE CARLSBAD MUNICIPAL WATER DISTRICT BACKFLOW SPECIALIST. FINAL LOCATION AND EXACT POSITIONING FOR ALL OTHER IRRIGATION APPURTENANCES SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF THE BACKFLOW PREVENTER. AND ALL IRRIGATION APPURTENANCES 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. 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. VALVE LOCATION NOTE: NOTE A: POINT OF CONNECTION SHALL BE AN 1-112" DOMESTIC (FUTURE RECLAIMED) IRRIGATION WATER 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 WATER PRESSURE NOTE B: 106 PSI 72 PSI 47GPM 34 PSI CONTROLLER SHALL BE RAIN MASTER EAGLE RME36EG-SPT, 36 STATION CONTROLLER ASSEMBLY, INSTALLED IN STAINLESS STEEL PEDESTAL ENCLOSURE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE C: 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. 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 SYSTEM TO PROVIDE ADEQUATE COVERAGE TO ALL PLANTER AREAS INCLUDING THE HEDGE ROWS. CONTRACTOR SHALL INSTALL SPRINKLERS IN FRONT OF HEDGE ROWS TO AVOID ANY DISTORTION OR BLOCKAGE FROM HEDGE ROWS. ALL LAYOUT SHALL BE CONFIRMED IN FIELD WITH OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. \ ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO 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. NOTE: ALL SPRAY HEADS ADJACENT TO BUILDING SHALL BE INSTALLED A MINIMUM DISTANCE OF 12" -16" 2' \ \ \ \ POC NUMBER 1 POCSIZE WATER PRESSURE CALCULATIONS \ HYDRAULIC GRADE LINE NIA POC ELEVATION ELEVATION DIFFERENCE NIA STATIC PRESSURE (PSI) REMOTE CONTROL VALVE# 5 REMOTE CONTROL VALVE SIZE RCV DEMAND IGPM\ 33 TOT AL DEMAND (GPMl RCV. ELEVATION 290 STATIC PRESSURE AT RC.V. SIZE DESCRIPTION PSI LOSS 2" SERVICE LINE 1 0.5 1112" WATER METER 2 2.4 1112" BACKFLOW PREVENTER 2 12.0 2" BASKET STRAINER 3 1.0 2" BALL VALVES 4 0.5 1112" MASTER CONTROL VAL VE 5 1.7 2" 300 FEET OF MAINLINE: TYPE CL 315 6 3.0 1112" REMOTE CONTRciL VALVE 8 3.6 10% LATERAL LINE LOSS 9 4.0 10% FITTING LOSS 10 2.9 0 ELEVATION CHANGE IP.O.C. TO HIGHEST HEADl 11 0.0 TOTAL SYSTEM PRESSURE LOSS /SUM OF #1 THRU #11 \ 12 31.5 PRESSURE REQUIRED AT HEAD 13 40.0 TOTAL PRESSURE REQUIRED ISUM OF #12 AND# 131 14 71 .5 STATIC WATER PRESSURE IFROM ABOVE\ 15 106.0 RESIDUAL PRESSURE /SUBTRACT# 14 FROM# 15\ 16 34.5 SET PRV OR MCV AT 1# 14 PLUS 10 PSII 17 82.0 PRESSURE BOOST IF REQUIRED 1#14-#15 + 20 PSII 18 NIA KEYMAP NOTTO SCALE 1112" 294 106 1112'' 33 106 PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI INCHES FROM BUILDING TO AVOID OVERSPRAY ONTO BUILDING OR WINDOWS. ALL LAYOUT SHALL BE CONFIRMED IN FIELD WITH OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE 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 OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK NOTE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSTALLATION OF PROPOSED IRRIGATION EQUIPMENT AND RELATED EQUIPMENT, INCLUDING BUT NOT LIMITED TO RC.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. NOTE ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLER SHALL BE RECONNECTED TO EXISTING CONTROLLER CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND UPON COMPLETION OF WORK NOTE 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 OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK NOTE 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 BIDDING WORK AND PRIOR TO COMMENCING WORK NOTE: MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. NOTE: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE 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. NOTE: BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING 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 OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK . NOTE: ALL SPRAY HEADS ADJACENT TO PARKING STALLS CURBS WITHIN CAR OVERHANG AREAS SHALL BE MODEL 1806-SAM-PRS 6" POP-UP SPRAY HEADS TO AVOID CAR OVERHANG INTERFERENCE. CONTRACTOR SHALL VERIFY ALL CAR OVERHANG AREAS THAT SHALL RECEIVE THE 1806-SAM-PRS SPRAY HEADS. NOTE: ALL LATERAL LINES WITH GREATER THAN FIVE FEET OF ELEVATION CHANGE SHALL HAVE THE KING BROS. MOD. NO. KSC-)()()(-S (LINE SIZE) SWING CHECK VAL VE INSTALLED AT EVERY FIVE (5) FEET OF ELEVATION CHANGE MINIMUM. CONTRACTOR SHALL VERIFY ALL SWING CHECK VALVE LOCATIONS WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE: ALL RCV'S CONTROLLING IRRIGATION HEADS ON SLOPE SHALL BE INSTALLED WITH A LINE SIZED KING PROS. MOD. NO. KSC-)()()(-S SWING CHECK VALVE. INSTALL SWING CHECK VALVE DIRECTLY DOWN STREAM OF THE RCVTO PREVENT DRAINAGE OF WATER IN PVC LATERAL INTO VALVE BOX DURING RCV MAINTENANCE. NOTE: IRRIGATION SLEEVES SHOWN FOR MAJIOR STREET AND DRIVEWAY CROSSINGS FOR CLARITY ONLY. CONTRACTOR SHALL INSTALL SLEEVING BELOW ALL PAVING, HARDSCAPE, ETC. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. APPROVED FOR PLANTING AND FOR LANDSCAPE IRRIGATION LEGEND & NOTES -SEE SHEET 7. FOR LANDSCAPE IRRIGATION DETAILS -SEE SHEET 8. IRRIGATION ONLY, INCLUDING PRECISE R I D G E LANDSCAPE ARCHITECTS 755 -tree Drive, Sule 300 Carlsbad, CA 92009 Tel 760 4381002 Fax 760 4381155 VNNl.ridgela.com R.C.E. _____ _ REVIEWED BY: INSPECTOR DATE R.C .E. ______ _ DATE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DEPARTMENT IRRIGATION PLAN FOR: FARADAY SPECTRUM C.R.C. LOTS 3 & 4 APPROVED ~ ~\'t\lh c~C\., .o ASSISTANT PLANNING DIRECTOR DAE DWN BY JC Pfil C IECT NO. 11 DAA-NO. RS CHKD BY MS 03-09 4253L FIELD BY CMWD# L.3.2 l 090105 ~~~ 1 2 IRRIGATION NOTES ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY F'ORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. THI CONTFV.CTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES eeTWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S AUTHORIZED REPRESENTATIVE. 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT E!NGINEERING OR ARCHITECTURAL PLANS IIIEFORE BEGINNING WORK. ,4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQU'IRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WOAK. 5 THIB DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT St10WN IN PAVED AREAS 1$ FOR DESIGN CLARITY ONLY ANO 1$ TO BE INSTALLED WITHIN PLANTING AREAS. 6 THE CONTRACTOR SHALL NOT WIUFULL Y INSTALL ANY SQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION C¢JNTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 7 INSTALL ALL EQUIPMENT AS SHOWt,J IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 8 ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIC CONTROLLERlS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 9 CONTRACTOR IS TO PROVIDE ONE ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAtN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. 10 ALL PIPE AND I OR W1RE UNDER PEDESTRIAN PAVING AREAS TO BE INSTALLED IN A PURPLE RECYCLED WATER PVC PIPE $CH. 40 SLEEVE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. ALL PIPE AND/ OR WIRE UNDER VEHICLE PAVING AREAS TO BE INSTALLED IN A SCH. 80 SLEEVE THREE TIMES THE DIAMETER OF THE PIPE OR WIRE l!lUNDLE CARRIED. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 11 ALL QUICK COUPLER V"LVE!S TO IIIE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER VALVES WITHIN 18" OF HARDSCAPE. 12 AU HEAD!! ARE TO 1'!E 11\lSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 13 THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. RIDGE LANDSCAPE ARCHITECTS RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. 1-4 INSTALL POP-UP SPRINKLER A!!S!!MIILIES WITHIN 10-FEET OF ALL PEDESTRIAN USE AREAS. 15 INSTALL CHECK VALVES AS NEEDED TO PREVEN'r LOW HEAD DRAINAGE. EXISTING l1BRl(iAIION MOTES: \ 1. THE CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE EXISTING IRRIGATION AND PLANTING ON PROPERTY. ANY DAMAGE OR ADJUSTMENTS REQUl'RED 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 REPRESENTATIVIE MUST REVIEW ANY REQUIRED MODIFICATIONS TO THESE AREAS PRIOR TO COMMENCING WORK. THE CONTRACTOR MUST NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OF THESE CONDITIONS OR ANY DISCREPANCIES PRIOR TO COMMENCING WORK. 2. CONTRACTOl't $HALL VERIFY ALL SITE CONDITIONS, PROPERTY LINES, DIMENSIONS, ETC. PRIOR TO COMMENCING WORK. AU EXISTING IRRIGATION SYSTEMS SHALL BE VERIFIED IN THE FIELD AT START OF CONSTRUCTIONS. ALL EXISTING MAINLINES, RCVS, BACKFLOW DEVICES, CONTROLLERS, METERS. SERVICE LINES. ETC. SHAU BE VERIFIED IN FIELD. ALL EXISTING IRRIGATION EQUIPMENT SHALL BE CLEARLY INDICATED INCLUDING l!IIZESAND MODEL NUMBERS TO SCALE ON AN ACCURATE BASE DRAWING AND SUl!MITTED AS A SHOP DRAWING. SAID SHOP DR.AWING SHALL IIE SUBMITTED TO THE LANDSCAPE ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE FOR REVIEW AND APPROVAL. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. NO WORK SHALL PROCEED WITHOUT APPROVAL OF SAID SHOP DRAWINGS. 3. CONTRACTOR SHAU BE RESPONSll!ILE FOR 08TAINING EXISTING IRRIGATION SYSTEM AS-BUILT$ FROM OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL CONFIRM ALL CONNECTION POINTS AND EXISTING IRRIGATION SYSTEMS AFFECTED IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. ALL LABOR AND MATERIALS REQUIRED TO IRRIGATE AREAS WITHIN THE LIMITS OF WORK AND TO ADJUST AREAS ADJACENT TO THE LIMITS OF WORK SHALL BE INCLUDED AS PART OF THIS CONTRACT. NO ADDITIONAL COSTS WILL BE ALLOWED FOR THE PROPOSED IRRIGATION IMPROVEMENTS OR ADJUSTMENT OF THE EXISTING ADJACENT IRRIGATION SYSTEMS. 4. ALL EQUIPMENT LOC,t.TIONS AND PIPE ROUTING SHALL BE STAKE[) IN FIELD FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. ALL LAYOUT SHALL s,E AS APPROVED BY, LANDSCAPE ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. NO l!QUIPMENT l!IHALL l!lE INSTALLED WITHOUT APPROVAL OF LAYOUT. 5. CONTRACTOR SHALL !IE RESPON!IIILE 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 ANO LOCATIONS $H,t.LL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. B. CONTRACTOR l!IHALL l!!E RESPON!IIILE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE PROPOSED IRRIGATION IMIPROVEMENTS. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO COMMENCING WORK 7. CONTRACTOR 'SHALL BE RESPONSIBLE FOR REPAIRIMODIFIQI\TION 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. 8. CONTRACTOR SHALL ADJUST~ 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 AUTH10RIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. t. CONTRACTOR SHALL REFER TO CORRESPONDING ON-SITE WATER ANO SEWER PLAN FOR UNOERL YING WATERLINES, E!ASMENTS, AND OTHER RELATED EQUIPMENT. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS IN FIELD W1TH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 11. CONTRACTOR StlALL !IE RESPONSl!ILE FOR ALL REPAIR!! TO EXll!ITING IRRIGATION, LANDSCAPE AND HARDSCAPE DAMAGED BY ROUTING NEW WIRES TO CONTROLLER AT NO ADDITIONAL COST TO THE OWNER. 10. CONTRACTOR SHALL MEET WITH THE OWNER PRIOR TO BEGINNING DEMOLITION OR ANY OTHER WORK, AND WALK SITE TO LOCATE EXISTING CONTROLLER AND LINES AND OTHER IRRIGATION TO BE PROTECTED IN PLACE. 12. CONTRACTOR StlALL PROVIDE FOR THE IRRIGATION OF EXISTING PLANT MATERIA,L 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. 13. ANY EXISTING IRRIGATION CONTROL VAL ves 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. 14. CONTRACTOR SH,t.LL BE RESPONSl!!LE FOR THE COMPLETE ADJUSTMENT/MODIFICATION OF EXISTING IIRRIGATION SYSTEM WITHIN THIS AND OTHl!:R ARl!:AS AFFECTED BY THE PROPOSED IMPROVEMENTS. ALL LAYOUT SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 15. NO Dll!IRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING CONSTRUCTION. ALL ADJACENT l!IYSTEM SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION. I I RECYCLED WATER PLAN NOTES 1. All work shall be done in accordance wilh the City of cansbad's Rules and Regulations. 2. Drinking water fountains ond designated outdoor eating areas shall be protected againll c:cntact with recycled water spray, mist or runoff. 3. Best management practices shall be used to eliminate or oontrol to the best possible; ponding, run-off, over-spray and misting. 4. Hose bibbs are strictly prohibited. 5. Cross -connections between recycled water lines and potable water lines are strictly prohibited. 6. No substitutions of pipe materials will be allowed without prior approval of the City of Car1sbad_ 7. All mainline pipe ohell have warning tape per the City of Cariabed's RulBS and Regulations. 8. Hours for irrigation with recycled water are from 10:00 p.m. to 6:00 a.m. The hours for irrigation wrth disinfected tertiary recycled water may be modified by 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 leaser quality than disinfected tertiary recycled water shall be between the hours of 10:00 p.m. and 6:00 a.m. 9. Burial of all wiring end pipe aha II meet the City of C8rlsbad's RulBS and Regulations. 10. Non-designated use areas shall be protected from contact with recycled water, whether by windblown spray or by direct application through irrigation or other use. Lack of protection, whether by design, construction practice or system operation, is strictly prohibited. 11. Irrigation heads shall be relocated or adjusted to minimize or eliminate over-spraying on sidewalks, streets and non~designated use areas. 12. Reeycled water quick coupling valves shall be of a type designed for uae on recycled water distribution systems per tho City of Carlsbad's Rules and Regulations. 13. All appurtenances (sprinkler heads, valve boxes, etc.) on recycled water systems shall be color--0oded purple per AWWA guidelines and Section 116815 of lhe Califomie Health and Safety Code. 14. All irrigation pipe shall be stenciled with the warning "Non-Potable or Recycled Wale~'. color coded (~rple) and laid with the warning lape and stenciling oriented toward the top of lhe trench per the City of Carlsbad's Rules and Regulations. 15. On new on-site systems (post meter), potable water, constant presaure recycled water and S8'N&r line■ shall be placed a minimum of four feet apart or as directed by the project engineer andlor regulatory agency. Mearsurements shell be between facing surfaces, no pipe center lines. 16. Conotant preS&ure recycled water Ii nes shall croes at least twelve inehBS below potable water lines and maintain at least twelve inches crossing separation between other utilities. 17. If a constant pressure recycled water line shall be installed above a potable water line or less than twelve inches below a potable water line, then the recycled water line shall be installed within an approved protective sleeve as per the City of Carlsbad's Rules and Regulations. 18. Developer/Contractor shall conduct a cross-connection test and coverage test as directed by the City of Carlsbad and/or Iha San Diego County Department of Environmenlal Health prior to any use of recycled water. 19. The required cross-connection inapmction shall be done by either the carlsba.d Water Distr1ct andlor the San Diego County Department of Environmental Health. Copies of inspection reports will be forwarded to the non-inspecting party. 20. The design proposed for recycled weter "Oo Not Drink'' signs shall be placed as directed by the City. 21. A physical separation shall be provided between adjacent araao irrigated wilh recycled water and potable water. Separation shall be provided by distance, concrete mow strips or other approved methods. 22. All pressure mainline pipe from ttie recycled water system shall be installed to maintain a 10 foot minimum horizontal separation from all potable waler pipe. Where recycled and potable water preBSure mainline pipe cross, the recycled water pipe shall be installed below the potable water crossing in a cl 200 purple pvc sleeve which extends a minimum of 5 feet on either side of the potable water pipe. Provide a minimum vertical clearance of 12 inches. 23. Cont•ot the City's Office two days prior to the irrigation ooverege teat and arrange a walk through al the system. Failure to comply with any or all of the above guidelines pub! your system in violation of the District's Rules and Regulations, and will result in t:ennination of service until the appropriate corr8Ctive steps have been taken. 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 tho hours of 10:00 p.m. and 6:00 a.m. only. Watering outside this time frame musl be done manually with qualifiecl supervisory personnel on~ site. No syslem shall at any time be left unattended during use oublide the normal schedule. 2. Irrigate in a manner that will minimize runoff pooling and ponding. The app.lication rate shall not exceed th9 infiltration rate of lhe soil. Timers must be adjusted so as to be compatible with the lowt!ISt 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 wilt 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. 6. Educale all maintenance personnel, on a continuous balls, of the presence of reclaimed water, and lhe 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 modifieatlons to any on- site facilities. Such changes must ba submitted kl, and approved lly, the District Engineering office and designed in accordance with District standards. Failure to comply with any or all of the above guidelines puts your system in violation Of the District's Rules and Regulations and will result in termination aF service until the appropriate ooi-rective steps have been taken. SYMBOL Q T H F b.. ... .<b.. () ~ " • t, ~ .,. w □ □ E3 Ell ~ ~ l"'I ■ IS wl .._ ---_.._ G (9 e 0 (:, 0 e • ('! ('! e • C) 0 0 ,f, "' ,., ... G) ~ Qi © @ @ le] 1B] (['] IS] ISZl [E] -• @ K:l IBI I.El -- NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL FOR LANDSCAPE IRRIGATION PLANS -SEE SHEETS 5-6. FOR LANDSCAPE IRRIGATION DETAILS -SEE SHEET 8. MANUFACT. RAIN BIRO RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD PO.C. WILKINS WILKINS HAYWARD SUPERIOR RAIN MASTER WATTS RAINBIRD NELSON RAIN MASTER W.C.S. N/A AS APPROVED Al!I APPROVED AS APPROVED AS APPROVED 3M K.B.I. K.B.I. Al!IAPPROVEO T. CHRISTY'S AS APPROVED AS APPROVED AS APPROVED IRRIGATION MATERIAL LEGEND (RECYCLED WATER) MODEL NO. / DESCRIPTION GPM PSI 1806-SAM-1 O-LA-PCS-020/030/040 POP-UP TURF HEAD W/ N.P. CAP .20, .30, .40 30 1806-SAM-1 O-LA-PCS-030/040/0l!0/09© POP-UP TURF HEAD W/N.P. CAP .30, .40, .60, .90 30 1806-SAM-1 O-LA-PCS-040/080/090/175 POP-UP TURF HEAD W/N.P.CAP .40, .80, .90, 1.75 30 1806-SAM-12-PCS-060/090/125/260 POP-UP TURF HEAD W/N.F'.CAP .80, .90, 1.25, 2.B 30 1806-SAM-15-PCS-090/125/175/370 POP-UP TURF HEAD W/N.P.CAP .90, 1.25, 1.76, 3.7 30 1806-SAM-15-EST/SST-PCS-Ol!0/125 POP-UP TURF HEAD W/N.P. CAP .60, 1.25 30 1812-SAM-1 O-LA-PCS-020/030/040 POP-UP SHRUB HEAD W/N.P. CAP .20, .30, .40 3() 1812-SAM-10-LA-PCS--030/040/080/090 POP-UP SHRUB HEAD .30, .,40, .80, .90 30 1812-SAM-10-LA-PCS-040/060/090/175 POP-UP SHRUB HEAD WI N.P. CAP .40, .eo, .90, 1.76 30 1812-SAM-12-PCS-060/090/125/260 POP-UP SHRUB HEAD W/N.P. CAP .eo, .to, 1.25, 2.e 30 1912-SAM-15-PCS-090/125/175/370 POP-UP SHRUB HEAD W/ N.P. CAf> .90.1.25, 1.75, 3.7 30 1812-SAM-15-EST /SST-PCS--080/126 POP-UP SHRUB HEAD W/N.P. CAP .eo. 126 30 1 !!06-SAM-PRS POP-UP BUBBLER HEAD W/ RAIN BIRD 5F8/5CST-PCS-040 .40 30 NOZZLES, USE 5F-B NOZZLES FOR PLANTERS WIDER THAN 2-1/2'. USE 5CST-B NOZZLES FOR PLANTERS LESS THAN 2-112' 1806-SAM-PRS-5F-B STREAM BUBBLER, EACH SYMBOL REPRESENTS TWO BUBBLERS 0.40 (0.80) 30 PER PALM TREE, PLACE ABOVE ROOTBALL ON OPOSITE SIDES OF PALM TREE TYPICAL 1806-SAM-R13-18 POP-UP TURF ROTARY NOZZLE W/N.P.CAP .48, .92, 1.86 40 1806-SAM-R17-24 POP-UP TURF ROTARY NOZZLE W/N.P. CAP .87, .1.73, 3.48 40 NOTE: NOZZLES NUMBERS WITHIN THE ROTOR HEAD SYMBOLS TO NOT EXACTLY CORRESPOND TO THI! RAINBIRD NOZZLE NUMBERS. NOZZLE NUMBERS FOR QUARTER, HALF, AND FULL HEADS ARE SHOW WITHIN THE HEAD MODEL NUMBER AS SHOWN IN THE LEGEND. 1-1/2" DOMESTIC (FUTURE RECLAIMED) WATER METER WITH A 2" SERVICE LINE, VERIFY LOCATION IN FIELD 975XLS SERIES. 1-1/2" REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY 500HLR 1-1/2" PRESSURE REGULATOR. INSTALLED AS PART OF BACKFLOW ASSEMBLY MODEL lf72 BASKET STRAINER, 2'' SIZE. WITH FLANGED CONNECTIONS, AND 80 MESH FILTER ELEMENT 3200-R SERI ES 1-1 /2" NORMALLY CLOSED, RECYCLED WATER, MASTER CONTROL VAL VI! FS-150, 1-1/2" FLOW $.ENSOR, INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND W1ffl: TO CONTROLLER RADIUS 5FT 8FT 10 FT 12 FT 15 FT 4X1e FT 4X30 FT 5FT 8FT 10 FT 12 FT 15 FT 4X15 FT 4X30FT 3FT 3FT 17 FT 23FT B-eoeo-SS-SH FULL PORT BRONZE eALL VALVE, STAINLESS STEEL l!ALL, STl!!M ANO HANDLE, USI!! 2" !!ALL VALVE ON 21/2" MAINLINE PESB-R-PRS-D-NP-HAN (1" OR 1-1/2") SERIES, PRESSURE REGULATED, RECYCLED WATER, PLASTIC REMOTE CONTROL VALVI!, SIZE A!! SHOWN 7945 NON-POTABLE QUICK COUPLER VALVE WITH LOCKING PURPLE COVER EAGLE RME36EG-SPT, 36 STATION CONTROLLER ASSEMBLY, INl!ITALLED WITHIN STAINLESS STEEL PEDESTAL ENCLOl!IURE, AS PART OF CONTROLLER ASSEMBLY RAIN SENSOR, RG/RG-VR, MOUNT TO REAR OF ENCLOSURE ANO WIRI!: TO CONTROLLER, INISTALLl!:D WITHIN VANDAL RESISTANT ENCLOSUl'IIE 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD PURPLE RECYCLED WATER PVC PIPE 3/,4" -2" SCH. -40 AS LATERAL LINES 12' Bl!LOW GRADE PURPLE RECYCLED WATER PVC PIPE 2" -2-1/2" CL. 316 AS MAINLINES 18" BELOW GRADE PURPLE RECYCLED WATER PVC PIPE SCH. 40 AS SLEEVING UNDER PEDESTRIAN PAVING, TWICE THE DIAMETER OF PIPE OR WIRE IIUNDLE 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 I WIRE SLEEVE DEPTH UNDER VEHICLE PAVING• 30", MAINLINE/ WIRE SLEEVE DEPTH UNDER PEDESTRIAN PAVING• 18" IRRIGATION CONTROL WIRE #14UF AWG DIRl!!CT BURIAL (U.L APPROVED) OBY DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS KSC-XXX-S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLERS KC-XXX-S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE. WHEN RCV IS HIGHER THAN THE SPRINKLERS RECLAIMED WATER SIGNS, INSTALL QUANTITY AND LOCATIONS PER CITY REQI.IIMMENTS RECLAIMED WATER VALVE 1.0. TAG INSTALL WITHIN EACH VALVE BOX TYP. ALL VALVE BOXES SHALL BE PURPLE COLOR CODED AND MARKED AS REQUIRED ALL VALVES SHALL HAVE RECLAIMED WATER ID TAGS INSTALLED AS REQUIRl!ID CONTROLLER SHALL HAVE RECLAIMED WATER PLACARDS INSTALLED AS REQUIRED Cll!TM A A A A A A A A A A A A A A A I! I! C D E G,H 1,H J J NIA K K L L,M M N/A N NIA NIA J PER CIVIL SHEETS -PROPOSED POTABLE WATER SERVICE CONNECTION PER CIVIL SHEETS-PROPOSED POTABLE WATER METER 10 JO ---<G.P.M. 1.5' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE ~-----vALVE SIZE LOCATION OF PLANTING AREAS. "AS BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD Pl.ANNINO DEPARTMENT I ' I I James J_ Ridge Lie. #2809 (Signature) R I D G E LANDSCA'E ARCHITECTS 755 Raintree [)rive, Suite 300 Canabad, CA 92009 Tel 760 4381002 Fax 760 4381155 www.ridgela.can R.C.E. ------ REVIEWED BY: INSPECTOR IRRIGATION LEGEND FOR: DATE FARADAY SPECTRUM C.R.C. LOTS 3 & 4 R.C.E, ______ f---+---+-----------------t----t !::====================::.; DATE APPROVED /\ B >------l---+---------+-----1 ~"""'C'=· -"'\JR...,,~~=,==---€\9\e{ ASSISTANT PLANNING DIRECTOR DATE DATE BY DESCRlnlON REVISION& APP'D OWN BY_~J "---- CHKD BY -'-'RS~-- FIELD BY CMWD# ~NO. MS 03-09 11 DIIAWIMI NO. 4253l L4.1 FINISHED GRADE IN TURF AREAS -----PLASTIC RECTANGULAR VAL VE BOX WITH BOLT DOWN COV!R, USEI STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "FS" ONTO UD. FLOW SENSOR, SEE LEGEND FOR SPECIFICATION _,r-FINISHED GF!ADE IN SHRUB AREAS 24" WIRE LOOP WITH WATER PROOF WIRE CONECTORS USE RED AND BLACK COLOR WIRES WITH STRIPE WARNING PLASTIC TAG "RECYCLED WATER -DO NOT DRINK" IN ENGLISH AND SPANISH PVC MAINLINE PIPE PER SPECISIFICATION 2:5..J----BRICK SUPPORTS '---------LANDSCAPE FABRIC '-----------314" ROCK, 2 CUBIC FT. '------------------PVC MAINLINE PIPE TO MASTER VALVE PER SPECS. AND PLAN. N01'1!: INSTALL FLOW Sl!NSOR AS Pl!P! THI! MANUFACTURER'S Rl!COMMENDATIONS, WIRE TO IRRIGATION CONTROLLER. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN-STREAM SIDE OF THE FLOW SENSOR. FLOW SENSOR STAINLISS STIEL FLIP TOP LIO, SHOWN IN OPEN PO!!IT10N ou ... L HYOF!MJLIC PISTONS SUPPORT LID OPEN CONTROLLER ENCLOSURE DIMENSIONS WHEN CLOSED: 3B"H x 16"Wx 15.5"D RAIN SENSOR INSIDE,._ STRONGBOX RGVRSS ENCLOSURE ~---TERMIN"L STRIP FOR REMOTE CONTROLV"LVE WIRE CONNECTION ~-ST,._INLESS STER, U.L. LISTED, PREDRILLED, REMOVABLE ~~~~~i~SH~OVABLEFRONT 1" PVC ELECTRIC,._L SWEEP FOR FLOW SENSOR WIRES POWIER SWITCH AND RECEPT ... CLE EPOXY SEAL,._NT .. :_( .. :i ~-::.-: . • ,.--.'!: , CONCRETE PAD AS Pl!'R CONTROLLER ENCLOSURE MANUF,._CTURER'S SPECS, -FINISH GRADE 3' PVC ELECTRIC"L SWEEP FOR LOW VOLT,._GE CONTROL WIRES 1" PVC ELECTRICAL SWEEP FOR 110 VOLT POWER WIRES -------314" X 96" COPPER GROUND F!OO CONNECT AS PER MANUFACTURER SECTION VIEW -N. T.S, 0 CONTROLLER M!Tl!F! aox WI METER----- Sllll!WALK CUIIB------, 2,4" l"OTAIILE SEl'IVICI! LINE 12"MIN. 10' MIN. TO l'OTAIILE MAINLINE IN STREET RECYCLED WATER ~RIGATION MAINLINE W/ SLEEVE NOT!!: Vl:RTICAL CL.l!,._RANCE OF 12' MINIMUM IS M,._ND,._ TORY WHEN CROSSING PATH OF POT,._BLE WATER LINE. INST,._LLATION OF RECYCLED W,._TER IRRIG ... TION M,._INLINE 24" FROM F,._CE OF SIDEWALK IWLL PROVIDE THE NECESS ... RY 10' HORIZONTAL CLE,._RANCE FROM POTABLE MAINLINE IN STREET. @ ® SECTION VIEW -N.T.S. POT ABLE SERVICE LINE CROSSING STREET IIUIIIFACE ---~ .,1~ P01'ABLE SI!~ LINE ---~ 3.5 FEET (SEE IMPROVEMENT DR,._WINGS) \ 12" MINIMUM PIEQUIRl!D VERTICAL SEPARATION --------i RECYCLED WATER IRRIG,._TION ---------'~ MAINLINE W/ SLEEVE NOTE: ALL RECYCLED WATER IRRIG,._TION PIPE AND SLEEVES SH"LL BE PURPLE ,._ND L,._BLED AB SPECIFIED IN: "STANDMID SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS' "CARLSBAD REL"M'°'TION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER M,._INB", OCTOBER 1993 SECTION VIEW -N.T,$. POT ABLE MAINLINE CROSSING -----FINISHED GRADE IN TURF AREAS ----Pl.ASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "MV" ONTO LID. MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. ARNING PLASTIC TAG "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH -FINISHED GRADE IN SHRUB AREAS ,-1(.-\\f:~~ffl--24" WIRE LOOP WITH WATER PROOF WIRE CONECTORS USE WHITE AND RED COLOR WIRES WITH STRIPE VALVE ID TAGS PVC SCH 40 FEMALE ADAPTER, 2 REQUIRED ~--PVC MAINLINE TO FLOW SENSOR, PURPLE "ALERT LINE" PIPE, SEE SPECS. ~~.f----BRICK SUPPORTS '--------BRASS UNION '---------BRASS NIPPLE TYP. '----------LANDSC,._PE FABRIC '-----------3/4" ROCK, 2 CUBIC FT PVC MAINLINE PUF!PLE "ALERT LINE" PIPE FROM B,._CKFLOW PER SPECS. NOTE: USE 45 DEGREE! ELLS TO ACHIEVE M,._INLINE DEPTH FROM UP-STREAM SIDE OF THE M,._STERV ... LVEASSEMBLY. SECTION VIEW -N.T,S, @ MASTER VALVE -------FINISHED GRADE IN TURF AREAS I ~----PURPLE PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER. mm -1 =w1~ mmc..;TT HEAT BRAND "QCV" ONTO LIO. -FINISHED GRADE IN SHRUB ARE,._S ~~----J!lfi:il,l.\ji=f--QUICK COUPLER VAL VE, ACME THRE,._DED SEE LEGEND FOR SPEC. ,r-, _.,., ----\\-----GALV. PUNCH LOC (2 REQ.) -------11------BRASS NIPPLE (LENGTH AS REQ.) :-,,__.,,,..,--BRICK SUPPORTS ~ BRASS TRIPLE SWING JOINT (SIZE PER QCV) / USE TWO STREET ELLS, ONE NIPPLE (6" MIN. LENGTH), ,._ND ONE THREADED ELL FOR ASSEMBLY c..._-...C!!a!..J-__,)--MAINLINE, SEE SPECS. 1---------#4 x 36" REBAR STAKE '-----------L ... NDSCAPE F,._BRIC NOTES: 31◄" ROCK, 1 CUBIC FT. • USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. • QUICK COUPLER VALVES SH ... LL BE OF" TYPE APPROVED FOR RECYCLED WATER use. SECTION VIE.W -N. T.S. CD QUICK COUPLER NOTE: 1. TWOMINIMUMPERSITE oes19N NoTes, 1. 2' SQ. ALUMINUM TUBE PAINTED TO MATCH FRA2eE "ORANGE PE'°'L" 2 FINISH GRADE 3. CONCRETE FOOTER 4. 9"x14"•118" ALUMINUM P,._INTED TO MATCH PURPLE PMS #266 5. HP WHTE VINYL GRAPHICS SECTION VIEW-N.T.S. CAUTIO RECLAIMl!D WATER UHD FOR IRRIGATION DO NOT DRINK CUIDADO 8UA RECLAIIADA IJIIICAMENTE PARA REGAR PROIIIO TOMAH ® RECLAIMED WATER SIGN ------FINISHED GRADE IN TURF AREAS . JJJ"III~ m-111_1 -m w ill'--111---"TIT IT -----PL ... STIC F!ECTANGULAA VALVE BOX WITH BOLT DOWN PURPLE COVER, USE STAINLESS BOLT, NUT, ,._ND WASHER. BOX TO BE PLACED AT RIGHT ,._NGLE TO H,._RDSCAPE EDGE. HEAT BRAND "BS", "RECYCLED W,._TER" ONTO LID. BASKET STRAINER, SEE LEGEND FOR SPECIFIC,._TION ~ -FINISHED GRADE IN SHRUB ~-,._REM -ill--"ill r---,--1\l-U=i-1+==------wARNING PLASTIC T,._G ·.,:;;;;;;,,, 'RECYCLED WATER -DO NOT DRINK" IN ENGLISH AND SP,._NISH PVC SCH 40 FEMALE ADAPTER ·~-PVC MAINLINE PURPLE "ALERT LINE" TO M,._STERVALVE, PIPE PER SPECS. BRICK SUPPORTS ~------BRASS UNION '---------BRASS NIPPLe TYP. '----------L,._NDSC,._PE FABRIC '-----------3/4" ROCK, 2 CUBIC FT. '-------------------PVC M,._INLINE PURPLE "'°'LERT LINE" NOTE: FROMP.0.C. USE 45 DEGREE ELLS TO ACHIEVE M,._INLINE DEPTH FROM UF'-STRE,._M SIDE OF THE B,._SKET STRAINER ASSEMBLY. SECTION VIEW -N. T.S. @ BASKET STRAINER NOTE: 1. CENTER V"LVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE SERVICING VALVE 2, SET RCV AND VALVE BOX ASSEMBLY IN GROUND-COVER/SHRUB ARE,._ WHERE POSSIBLE, 3. $ET BOXES PARALLEL TO EACH OTHER ,._ND PERPENDICULAR TO EDGE. 4. ,._ VOID HE,._ VIL Y COMPACT! NG SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOXES. 12" 14"X19" RECTANGULAR VALVE BOX TYP. QUICK COUPLING V,._LVE BOX, TYP. 0 12" ® NOTE: 0 0 0 0 0 0 12" 12'' 12"TYP. PLAN VIEW~ N TS VALVE BOX LAYOUT I-------LOWVOLTAGEWIRES,3MAXIMUM ,,------WIRES PASS THROUGH GROOVES IN TUBE LID TO ,._LLOW LID TO CLOSE -----CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE 111-------POLY TUBE PRE-FILLED WITH WATERPROOF GEL ,,---LOCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED SCOTCHLOK ELECTRICAL SPRING CONNECTOR. WIRES SHALL BE PRE-STRIPPED OF 112" OF THE r-A-"""'J II INSUL,._TION PRIOR TO INSERTION INTO THE CONNECTIOR. lWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY. SCOTCH LOK CONNECTOR AND W1RES INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS WIRE CONNECTOR SHALL BE A 3M OBY DIRECT BURY SPLICE KIT. KIT SHALL INCLUDE A SCOTCH LOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A WATERPROOF SEAUNG GEL. TUBE SH,._LL BE SUPPLIED PREFILLED WITH GEL. DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2 -3 #14 OR 2 #12 PRE-STRIPPED COPPER WIRES. L,._RGER WIRES OR GREl<TER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. WIRE CONNECTION --,---------------FINISH GRADE --,---------RIP DEVICI!' SEE LEG!ND FOR SPECIFIC,._TION ,--------BRASS BALL VALVE TYP. r-----+--h==:i-----BF!ASS NIPPLES MIN. 4" TYP. .-----+----BRASS ELL, 4 REQUIRED ----B,._CKFLOW ENCLOSURE IF SPECIFIED _y-----PRESSURE REGULATOR, SEE BELOW ~i=IJD---PVC MAINLINE TO MASTER V,._LVE ~---SCH 60 PVC FEMALE ,._D,._PTER '------SCH eo PVC NIPPLE 8" MIN. '-----------CONCRETE SL,._B, SEE l!!ELOW '-----------------PVC M,._INLINE NOTE: SECTION VIEW -N.T.S. IF PRESSURE REGULATOF! IS SPECIFIED, INSTALL ON l!'ITHl!R THE HORIZONTAL PIPING OR ON THE DOWNSTREAM LEG "5 SP,._CE PERMITS. CONCRETE SLAB SHALL BE MINIMUM 4" THICK, 18' WIDE ,._ND EXTEND ,._T LE"ST II" PAST THE BACKFLOW ,._SSEMBL Y 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 LATERAL PURPLE "ALERT LINE" PIPE FEMALE ADAP. SCH. 80 PVC WARNING PL,._STIC TAG "RECYCLED W,._ TER -00 NOT DRINK" IN ENGLISH AND SPANISH SCH. 80 UNION FINISHEO GRADE IN TURF AREAS PLASTIC RECTANGULAR V,._L VE BOX W1TH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, ,._ND WASHER. BOX TO BE PL ... CED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "RCV' AND CONTROL STATION# ONTO LIO. -FINISHED GRADE IN SHRUB AREAS 24" WIRE LOOP V,._LVE IDTAG -,,1\--PVC THO. ELL SCH !IO PVC L.._.._;i_,,l'.-\,---CONTROLV,._LVE ~11-<c--SCH 90 PVC NIPPLE TYP. 5('.1..--l!IRICK SUPPORTS ~-IF!RIG,._TION MAINLINE PURPLE "'°'LERT LINE" PIPE '-------314" CRUSHED GRAVEL TWO CUBIC FEET '--------LANDSCAPE FABRIC SECTION VIEW -N. T,S, @ REMOTE CONTROL VALVE CLEJIN COMPACTED B,._CKFILL P,._VING, BY OTHERS UNDISTURBED SOIL LATERAL LINE IN SLEEVE CONTROL WIRE IN SLEEVE MAINLINE IN SLEEVE NOTES: I • 6" • I SLEEVES UNDER PEDESTRIAN PAVING SHALL 111! SCH. 40, TWICE THE 0/AMETER OF THE PIPE OR WIRE BUNDLE C,._RRIED, SLEEVES UNDER VEHICLE PAVING SHALL BE SCH, l!O, THREE TIMES THE 0/,._METER OF THE PIPE OR WIRE BUNDLE CARRIED. TAPE CONTROL WIRES TO MAINLINE ,._T 10-FEET ON CENTER. SECTION VIEW -N.T.$. SLEEVE INSTALLATION NOTE: ,-----------INST,._LL SPRINKLER HEAD FLUSH WITH FINISHED GRADE IN TURF AREAS 1------POP.UP SPRINKLE!! HEAD, SPRAY OR l'IOTOfl! SEE LEGEND FOR S"ECIFICATION r----------PUIIPLE COlll!R ------INSTALL SPRINKLER HEAD 1/2" -,._BOVE FINISHED GRADE IN SHRUB -wi-1-AND GROUND COVERS AREAS _ITT-___ _ ~ -UNDISTURBED !IOIL ffi;: _;ITl=:' ==f PRE-A8S!!MBLED TRIPLE SWING JOINT, PVC TYPE, WITH 0-RINGED JOINTS, MIPT INLET AND MIPT OUTLET LAY LENGTH TO BE 6" MINIMUM SIZE AS PER SPRINKLER OUTLET ,-------SCH «l PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE ...----PURPLE ~TERAL "ALERT LINE' PtPI!, Sl!'E SPECIFICATIONS FOR TYPI!' ANO DEPTH REQIJIRl!D INSTALL SPRINKLER HEADS e• FROM PAVING EDGE IN GROUN'D COVER AREAS. INST ... LL SPRINKLER HEAOS4" FROM PAVING EDGE IN TURF ,._REAS. INSTALL SPRINKLER HE ... 08 PLUMB. ,._DJUST S"RAYS OR NOZZLE STRE,._M TO COVER L,._NDSCAPE ,._RE,._ WITHOUT OVERSPAAY ONTO P,._VING, FENCES, W,._LLS OR !UILDINGS. POP-UP SPRINKLER FINISHED GRADE IN TUF!F ,._RE,._S .-----PLASTIC RECTANGUL,._R VAL VE BOX WITH SOLT DCMN COVER, use STAINLESS BOLT, NUT, "ND W"SHEF!. BOX TO BE P~CED AT RIGHT.ANGLE TO H,._RDSCAPE EDGE. HEAT BRAND "IBV" ONTO LID. ,----l!IALL VALVE, SE!E Ll!GEND FOR SPECIFICATION 1.e:,,.,~ "-'==:r-:--'i---''--'l'-"""l'-' ~~]----IIRICK SUPPORTS '--------IIRABS UNION '---------BRASS NIPPLE '-----------L"NDSCAPt! F'°'l!t'IIC '-----------314" ROCK, 2 CUIIIC FT. NOTE: BOX TO l!IE INST ... LLl!D AS TO ALLOW FOR PROPER OPERATION OF BALL VALi/ff. INSTALL ,._T RIGHT ANGLE TO HARDSC,._PE EDGE, INS:T ... LL VALVE OFF-CENTER IN BOX. INSTALL VALVE 50X EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ,._T MAIN LINE DEPTH. SECTION VIEW-N.T.8- ® BALL VALVE ,i " , d oi " , " ,i , ,,, ,, '" d, , , iJ , • I OHIAl!NSION A B C 112" TO 2-112" IN SIZE 18" 12" 4• 3" TO 6" IN SIZE 24" X ◄" SECTION Vl£W -N,T.S. L,._TE""°'L LINES, PURPLE "AL!lltT LIN!!" ~IPE, SEE !P!Cl!l. PIPE INSTALLATION FOR LANDSCAPE IRRIGATION PLAN -SEE SHEETS 5-6. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE , I Jamee J. Ridge Lie. #2809 (Signature) FOR LANDSCAPE IRRIGATION LEGEND AND NOTES -SEE SHEET 7. DUE R.C.E. _____ _ R.C,E. ______ _ REVISIONS MUST BE ,._PPROVED l!IY PUBLIC HEAL TH ENGINEER, ,._SST. PLANNING DIRECTOR ,._ND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD, LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DEPARTMENT IRRIGATION DETAILS FOR: FARADAY SPECTRUM C.R.C. LOTS 3 & 4 _.,.. 16 R I D G E LANDSCAPE ARCHITECTS 755 Raintree Drive, Suite 300 Calsbad, CA 92009 REVIEWED BY: APPROVED "-0 I---+-+-----------+-~ ~C~\£~~~~==:-----'D•tt\E\ 0$"' ASSISTANT PLANNING DIRECTOR " Tel 760 4381002 Fax 760 4381156 WINW.ridgela.com INSPECTOR DATE DATE EY DESCRIPTION REVISIONS i I OWN BY--"'"------ CHKD tlY __ RS __ ~ FIELD tlY CMWD# Pl'IOJaOTNO. MS 03--09 11 ---'4253L L4.2 ...... 0 ,_ ~ ....,~ I I I I I I I I I I ; / ,, I I I • / ' 1 ,, ,, .. ;· -/- , , , , , , , , , , 3 0 10 20 40 SCALE AND NORTH 60 PARCEL2 V V V V --. - 2 SOIL SAMPLE LOCATION 1 OF 3 5 -, -. - \. i L ... -. ----.:---½t--.. -~--= Jam• J. Ridge Lie. #280Q (Signature) - l1 I -r--- 1~ ~~ ,,_. ··,!, R I D G E LANDSCAPE ARCHITECTS 755 Raintrae Drive, &Me :m Ctltlbld, CA 92009 Tel 760 4381002 Fax 760 4381155 w,,w.ridgell.com \ PRELIMINARY PLANT PALETTE SYMBOL BOTANICAL NAME / COMMON NAME MIN. SIZE TREES: 0 MAGNOLIA GRANDIFLORA / 24" BOX SOUTHERN MAGNOLIA 0 KOELREUTERIA BIPINNATA / 24" BOX 0 0 EB 0 0 0 0 CHINESE FLAME TREE LOPHOSTEMON CONFERTUS / BRISBANE BOX PRUNUS C. 'ATROPURPUREA' / PURPLE LEAF PLUM SYAGRUS ROMANZOFFIANUM / QUEEN PALM CASSIA LEPTOPHYLLA / GOLD MEDALLION ULMUS PARVIFOLIA / CHINESE EVERGREEN ELM PHOENIX ROEBELINII / PIGMY DATE PALM PLATANUS ACERIFLOLIA 'YARWO<:xY I LONDON PLANE TREE EXISTING TREES (OUTLINES SHOWN AS DASHED): PLA TANUS ACERIFLOLIA / LONDON PLANE TREE SYMBOL BOTANICAL / COMMON NAME SHRUBS, GROUNDCOVERS AND VINES ~ ~ 0 0 D . . . 0 EB 0 0 DIETES BICOLOR / BUTTERFLY IRIS FESCUE 'MARATHON 11' I TURF GRASS HELICHTOTRICHON SEMPERVIRENS / BLUE 0A T GRASS HEMEROCALLIS HYBRIDS / DAYLILY HYPERICUM CAL YCINUM / CREEPING ST. JOHNSWORT LANTANA MONTEVIDENSIS / PURPLE LANTANA LIGUSTRUM JAPONICUM 'TEXANUM' I TEXASPRNET PARTHENOCISSUS TRICUSPIDATA I BOSTON IVY PENNISETUM SETACEUM 'RUBRUM' / PURPLE FOUNTAIN GRASS -PHORMIUM TENAX 'ATROP.IJRP\JREA I NEW ZEALAND EU\X _.-_.- -PffTWORUM TOBIRA 'VARIEGATA' / VARIEGATED TOBIRA RHAPHIOLEPIS l~NDICA CLARA / INDIAN HAWTHORN ~ ROSMARINUS 0 . OSTRATUS' / l:l888388 TRAILING"ROSEMARY ~HELOSPERMUM JASMINOIDES / ~ STAR JASMINE VIBURNUM SUSPENSUM / SANDANKWA VIBURNUM EXISTING SHRUBS AND GROUND COVER: EXISTING TURF 24" BOX 24" BOX 24" BOX 24" BOX STANDARD 24" BOX 3'B.T.H. 24" BOX MINI MUM SIZE I SPACING SGAL.I 30" O.C. SOD 1 GAL I 2'0.C. 1 GAL I 24" O.C. FLATS I 8"0.C. 1 GAL / 3'0.C. 5 GAL. I 30" o.c. 5 GAL / 8'0.C. 1 GAL.J-- _.-4'"QC. SGAL./ 36" o.c. ~ 5 GAL / 30" O.C. FLATS / 12" o.c. 1 GAL / 18" O.C. 5 GAL / 36" O.C. DENOTES SOIL SAMPLE LOCATION · REFER TO NOTE 'H' OF PLANTING NOTES, SHEET L6.1, FOR ADDITIONAL INFORMATION. SHEET L6.1 QTY. DETAIL 23 A 1 A 20 A 6 A 56 B 34 A 6 A 3 B 24 A SHEET L6.1 QTY. DETAIL 453 C F 102 C 254 C F 298 C 116 C,G 6 -0.---- 26 cc..,.......----- 179 ,,....-------;_ ----- 176 C 175 C F F 203 C,G ----- 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. OAT[ REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. FOR LANDSCAPE PLANTING DETAILS & NOTES -SEE SHEET 12. FOR LANDSCAPE PLANTING SPECIFICATIONS -SEE SHEETS 13-16. KEYMAP <-h 1·· t\ i v"-t' I:-·: V -.;, _ .. , ,. ...... ~- NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PL.ANNING DEPARTMENT PLANTING PLAN FOR: FARADAY SPECTRUM R.C.E. ------R.C .E. ____ >-----+----+---------------+-----< ;:::=====c=.R=·=c=. =L=o=r='S=3=&=4====~ APPRC:Ek~ REVIEWED BY: ~\a.( ASSISTANT PLANNING DIRECTOR DATE INSPECTOR DATE BY DESCRIPTION REVl810N8 OWN BY J 11 --NO. APP'O RS CHKD BY MS 03-09 4253L FIELD BY CMWD# 090105 - \ l PARCEL 8 SOIL SAMPLE LOCATION 3 OF 3 /./ ~~;;..-~ /··· ,--, / I --✓- / --"' 9 0 L I I \ ✓---, ' ---\- • I I I / 10 20 40 SCALE AND NORTH \ \ \ 60 \ \ 1\ \ \ \ \ \ \ 1\ \ \ I\ \ \ \ I \ \ \ FOR LANDSCAPE PLANTING DETAILS & NOTES -SEE SHEET 12. FOR LANDSCAPE PLANTING SPECIFICATIONS -SEE SHEETS 13-16. James J. Ridge ~ Lie. #2609 n ... (Signature) (Dala) R I D G E LA NDSCAP E ARC HI TE CTS 755 Raintree Drive, Sute 3CXl Cartsbed, CA 92009 Tel 760 438 1002 Fax 760 438 1155 www.ridgele.com PRELIMINARY PLANT PALETTE SYMBOL BOTANICAL NAME I COMMON NAME TREES: 0 MAGNOLIA GRANDIFLORA I SOUTHERN MAGNOLIA 0 KOELREUTERIA BIPINNATA I CHINESE FLAME TREE 0 LOPHOSTEMON CONFERTUS / BRISBANE BOX 0 PRUNUS C. 'ATROPURPUREA' / PURPLE LEAF PLUM EB SYAGRUS ROMANZOFFIANUM I QUEEN PALM 0 CASSIA LEPTOPHYLLA / GOLD MEDALLION 0 ULMUS PARVIFOLIA I CHINESE EVERGREEN ELM Q9 PHOENIX ROEBELINII I PIGMY DATE PALM 0 PLATANUS ACERIFLOLIA 'YARWOOD' I LONDON PLANE TREE EXISTING TREES (OUTLINES SHOWN AS DASHED): ,---, PLA TAN US ACERIFLOLIA I ( . \ LONDON PLANE TREE \ I ...__/ SYMBOL BOTANICAL I COMMON NAME SHRUBS, GROUNDCOVERS AND VINES ~ L,_:,J @ 0 D . . . 0 DIETES BICOLOR / BUTTERFLY IRIS FESCUE 'MARATHON 11' I TURF GRASS HELICHTOTRICHON SEMPERVIRENS I BLUE OAT GRASS HEMEROCALLIS HYBRIDS I DAYLILY HYPERICUM CAL YCINUM / CREEPING ST. JOHNSWORT LANTANA MONTEVIDENSIS / PURPLE LANTANA LIGUSTRUM JAPONICUM 'TEXANUM' / TEXAS PRIVET PARTHENOCISSUS TRICUSPIDATA I BOSTON IVY MIN. SIZE 24" BOX 24" BOX 24" BOX 24" BOX 24" BOX 24" BOX STANDARD 24" BOX 3'B.TH. 24" BOX MINIMUM SIZE I SPACING 5 GAL / 30"O.C. SOD 1 GAL./ 2'O.C. 1 GAL./ 24"O.C. FLATS / 8" O.C. 1 GAL./ 3'O.C. 5 GAL./ 30"O.C. 5 GAL./ 8' o.c. QTY. 23 20 6 56 34 6 3 24 QTY. 453 102 254 298 116 6 SHEET L6 .1 DETAIL A A A A B A A B A SHEET L6.1 DETAIL C F C C F C C,G 0---- EB PENNISETUM SETACEUM 'RUBRUM' / PURPLE FOUNTAIN GRASS -PH ORM IUM TEN AX 'A ~PJJRPUREA / NEW ZEALAND El.AX 1 G8(..J--- _.-4'L>.C. 5 GAL./ 36"O.C. 26 -CC~ 179 ~ ---PffTOSPORUM TOBIRA VARIEGATA'' VARIEGATED TOBIRA 0 RHAPHIOLEPIS INDICA CLARA I INDIAN HAWTHORN•vn ~ ~ ROSMARINUS O~TRATUS' I ~ TRAILING'ROSEMARY ~HELOSPERMUM JASMINOIDES I ~ STAR JASMINE < ~ • ' ~ ~, 5 GAL./ 30"O.C. FLATS / 12"O.C. 1 GAL / 18" O.C. 176 C 175 C F F VIBURNUM SUSPENSUM I SANDANKWA VIBURNUM 5 GAL / 36"O.C. 203 C,G EXISTING SHRUBS AND GROUND COVER: LJ ----- EXISTING TURF DENOTES SOIL SAMPLE LOCATION · REFER TO NOTE 'H' OF PLANTING NOTES, SHEET L6.1, FOR ADDITIONAL INFORMATION. DENOTES ROOT BARRIER, TO BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE, PAVEMENT OR CURB. ROOT BARRIERS ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (800) 458-7668, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOT BE WRAPPED AROUND THE ROOTBALL "AS BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR ANO DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE KEYMAP ... I I . - ' '• V/ \( \ '\ ,.,c '-., NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DEPARTMENT PLANTING PLAN FOR: R.C.E . _____ _ R.C.E. _______ r--t--+------------------e---- FARADAY SPECTRUM C.R.C. LOTS 3 & 4 ~~~==============; REVIEWED BY: APPRCE~~ ~lq\es ASSISTANT PLANNING DIRECTOR DATE INSPECTOR DATE DESCRIPTION REVISIONS OWN BY JC 11 DIIAWINCI NO. APP'D CHKO BY RS MS 03-09 4253L FIELD BY CMWD# L5.2 ( 0901 05 ~~ :::: PLANTING NOTES A. 11.EFER TO P'LANTING SPECIFICATIONS AND DETAILS FOl't SOIL PREPARATION, FERTILIZATION, MULCHING AND OTHER PLANTING INFORMATION. I. N•OTIFYlHE OWNER'S AUTHORIZED REPRESENTATIVE 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. C. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. 0. REPORT DISCREPANCIES IN THE DRAWINGS OR BElWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTION SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. E. LOCATE ALL EXISTING UTILITIES WHETHER SHO\NN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH DAMAGED UTILITIES. F. LOCATION OF N.I.C. CONSTRUCTION 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. OBT,O.IN ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS FROM ON-SITE EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY, SUBMIT IMPORT SOIL TESTING RESULTS FOR APPROVAL PRIOR TO IMPORTATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WtlllCH MAY INHIBIT OR RETARD NORMAL PLANT GROWTH. H. AFTER ROUGH GRADES HAVE l!IEEN ESTABLISHED IN PLANTING AREAS, i'IAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED ISY DESIGNATION ~AVE SAMPLES TESTED BY SOIL AND PLANT LAB, (714) 558-8333, FOR SOIL FERTILITY, TAKE lWO SAMPLES AT EACH LOCATION: (1) GROUND LEVEL TO 10" DEEP, (2) 24" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL TO BE LABELED PER LOC;ATION AND DEPTH. INSTALL SOIL PREPARATION AND BACK FILL MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY UPON RECEIPT OF WRITTEN CHANGE ORDER FROM THE OWNER. SUBMIT SOIL REPORT TO CITY INSPECTOR AND L,llNDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO AMMENDING SOIL. I. KILL AND REMOVE ALL EXISTING WEEDS FROM SITE AREAS PER SPECIFICATIONS. J. ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREA$, 2 % MINIMUM. K. LOCATE ANO TAG ALL PLANT MATERIAL. MATERIAL SHALL BE IN CONFORMANCE WITH PLANTING PLAN DESCRIPTIONS AND SPECIFICATIONS. ALL PLANT MATERIAL IS SUBJECT TO REVIEW AND APPROVAL PRIOR TO INSTALLATION. PROVIDE PHOTOS OF REPRESENTATIVE EXAMPLES OF EACH TAGGED BLOCK TO LANDSCAPE ARCHITECT MINIMUM 21 DAYS BEFORE ANTICIPATED DELIVERY. PHOTOS SHALL INCLUDE A PERSON FOR SCALE PURPOSES. LANDSCAPE ARCHll'ECT 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 SPECIEES SHALL HAVE MATCHING FOP!M. M. FINAL LOCATION OF ALL PLAN'l' MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE O\NNER'S AUTHORIZED REPRESENT,O.TIVE. N. PLANTING QUANITTIES ARE GIVEN FOR CONVENIENCE ONLY. PLANT SYMBOLS AND SPECIFIED SPACING SHALL TAKE PRECEDENCE. 0. AT EOGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROW Of SHRUBS ANO/OR GROUND COVER SHALL BE LOCATED NO FARTHER FROM THE EDGE Ti'IAN ONE-HALF THE SPECIFIED ON CENTER SPACING. P. INSTALL GROUND COVER AHO/OR SHRUB MASSES WITH TRIANGULAR SPACING UNLESS OlHERWISE INDICATED. Ft ALL CURVE TO CURVE ANO CURVE TO TANGENT LINES SHALL !IE NEAT, TRIM, SMOOTH AND UNIFORM Q. REMOVE ALL NURSERY STAKES ANO ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION UPON PROVIDING SUPPORT PER PLAN. S. DURING THE LENGTH OF THE GUARANTEE PERIOD, BE RESPONSIBLE FOR PROPER STAKING AND/OR GUYING OF TREES TO ENSURE STABILITY. T. MULCH ALL LANDSCAPE AREAS {EXCLUDING TURF) HAVING LESS THAN A 3:1 SLOPE WITH A 3" DEEP LAYER OF MEDIUM GRIND BARK PER SPECIFICATIONS AT THE CONCLUSION OF PLANTING OPERATIONS. SUBMIT MULCH SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERY TO JOB SITE. U. ANNUAL COI.Ol't TO BE SELECTED BY LANDSCAPE ARCHITECT AT TIME OF INSTALLATION. REQUEST RECOMMENDATION A MINIMUM OF 48 HOURS IN ADVANCE OF NEED FOR DELIVERY. EROSION CONTROL NOTES • SLOPES REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING STANDARDS: A. STANDARD #1 -COVER CROP / JUTE MESH COVER CROP SHALL BE A SEED MIX TI'PICALL Y MADE UP 01' FAST COVERING GRASSES, CLOVERS, ANO/OR WILD FLOWERS. SUBMIT SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNeR SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN 30 DAYS. TYPE OF JUTE MESH Si'IALL BE APPROVED BYTHlt CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. JUTE MESH SHALL SE REQUIRED WHEN PLANTING OCCURS l!IETWEEN AUGUST 15TH AND APRIL 15TH. DURING THE REMAINDER OF THE YEAR, THE COVl!IR CROP AND/OR JUTE MESH SHALL BE USED. S. STANDARD #2 -OROUNDCOVER 100% OF AREA TO l'!E PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN (1) YEAR). C. STANDARD #3 -LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4" LINERS) SHALL COVER A MINIMUM OF 70% OF THE SLOPE FACE (AT MATURE SIZE). D. STANDARD #4 -TREES AIIID / OR LARGE SHRUBS TREES AND/ OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GAL. CONTAINERS) AT A MINIMUM RATE OF ONE PLANT PER 200 SQUARE FEET. • ALL SLOPES 3:1 OR !Tl!EPl!R -""ND 4' OR GREATER IN HEIGHT REQUIRE STANDARDS #1 AND#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 VERTICAL HEIGHT REQUIRE STANDARDS #1, #2 AND #3. • ALL SLOPES 6:1 OR STEEPER AND 8' OR GREATER IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, #3 AND #4. • COVER SEED CROP COMPOSITOIN TO BE: DESCRIPTION ESCHSCHOLZIA CALIFORNICA LUPINUS SUCCULENTUS O'CONNOR'S LEGUME FIBER MULCH 16-16-16 FERTH.IZER STABILIZING BINDER #/ACRE 2 2 20 2000 400 120 \ 0 F 2X DIA. OF ROOTBALL LEGEND 1. SPECIMEN TREE, 36" BOX OR LARGER 2. BLACK PVC HOSE WITH 1/6" BRAIDED GALVANIZED STEEL GUY CABLE, USE GALVANIZED CABLECLAMPS AND TURNBUCKLE. MINIMUM (3) GUYS PER TREE, PROVIDE ADDITIONAL GUYS IF REQUIRED DUE TO SITE CONDITIONS. 3. FINISH GRADE. CROWN OF TREE MUST NOT BE PLANTED BELOW THIS LEVEL. 4. WATERING BASIN -MINIMUM 4" DEPTH. MULCH TO 2" DEPTH AND DEEP WATER TREE IMMEDIATELY AFTER PLANTING. REMOVE BASIN AT END OF MAINTENANCE PERIOD. 5. TREE ROOTBALL -MUST NOT BE ROOT BOUND. LOOSEN ANY TIGHT PACKED ROOTS 6. AMENDED BACKFILL MIX -SEE SPECIFICATIONS. TAMP AND WATER-SETTLE BACKFILL BEFORE PLANTING SO THAT TREE DOES NOT SINK AFTER PLANTING. 7. FERTILIZER TABLETS PER SPECIFICATIONS. 6. EXISTING SOIL 9. MODEL 68 DUCKBILL EARTH ANCHOR WITH 1/1!" BRAIDED GALVANIZED STEEL CABLE 10. 1/2" DIA. X 2'-0" LONG WHITE PVC WARNING DEVICE TO BE INSTALLED IN PUBLIC AREAS. 11. ARBOR-GARD TRUNK PROTECTOR FOR USE IN TURF AREAS. TREE PLANTING -36" BOX & LARGER NOT TO SCALE NOTES A. ALL SHRUBS/ GROUND COVERS SHALL BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. GROUNDCOVER PLANTING ®®CD SECTION LEGEND: 1. LOCATE PLANTS WITH EQUAL SPACING AS INDICATED ON PLAN, TRIANGULAR SPACING. 2. 24" CLEAR VEHICLE OVERHANG ZONE- LOW (MAX. 8" HT.) GROUND COVER ONLY. ® I @EQUAL 3. CURI! 4. SPRINKLER HEAD -LOCATE BETWEEN PARKING STALLS WHENEVER POSSIBLE - MAX. 6" POP-UP WHEN LOCATED IN VEHICLE OVERHANG ZONE. 5 VEHICLE 6. 112 SPACING FOR SPECIFIED PLANT MATERIAL PLANTING ADJACENT TO PARKING • • PLAN VIEW NOT TO SCALE • N.T.S. Jamel J. Ridge Uc. #2809 (Signature) 10 20 40 60 SCALE AND NORTH 2X DIA. OF ROOTBALL LEGEND 1. ONE THROUGH FIFTEEN GALLON SIZE CONTAINER PLANT 2. WATERING BASIN -MIN 4" DEPTH. REMOVE BASIN AFTER MAINTENANCE PERIOD. 3. FINISHED GRADE 4. AMENDED BACKFILL MIX-SEE SPECIFICATIONS. TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING. 5. FERTILIZING TABLETS PER SPECIFICATIONS 6. ROOTBALL OF PLANT -MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS. 7. EXISTING SOIL 8. "CROWN" OF PLANT -MUST NOT BE BURIED BELOW LEVEL OF SURROUNDING SOIL. -~~~ ~1 PLAN VIEW LEGEND 1. 24" CORDED TIE. SEE SPECIFICATIONS. ATTACH WITH ROOFING NAILS (4 TYP.) 2. 2" DIA. X 10' LODGE POLE PINE STAKE (2 TYP.) KEEP CLEAR OF ROOTB"1.L AND CROWN OF TRE!!. SEE SPECIFICATIONS. 3. WATER BASIN, 3" MIN. DEPTH AFTl!!R WATERING BY HOSE. REMOVE BASIN IN LAWN AREAS ANO AS Dl•RECTED BY LANDSCAPE ARCHITECT. 4. FINISHED GRAD!!. 5. AMENDED BACKFILL. BEE SPECIFICATIONS FOR MIX AND PIT SIZE. 6. PLANT TABLET PER SPECIFICATIONS. 7. EXISTING SOIL. 8. SCARIFY SIDES AND BOTTOM OF PLANTING PIT. 9. ARBOR-GARD TRUNK PROTECTOR FOR USE IN TURF AREAS ~~"";::§;;,\._!) 10. SET TOP OF ROOTBALL 3" ABOVE ~111;;,el,-{ SURROUNDING GRADE AND SLOPE FOR DRAINAGE. ~SEESPE!C. k 'I 2X DIA. 'I OFROOTBALL 11. INSTALL #UE124-2 ROOT BARRIER, AS MANUFACTURED BY DEEP ROOT, (800) 458-7668, AT ALL TREES WITHIN 5' OF HARDSCAPE, OR AS SHOWN ON PLANTING PLAN. NOTE: MAINTAIN TURF 3• CLEAR FROM TREE TRUNK. SHRUB PLANTING NOT TO SCALE A TREE PLANTING -24" BOX & SMALLER NOT TO SCALE 1---G) ~ LEGEND 1. WALL, FENCE OR TRELLIS, PER PLAN 2. WATERING BASIN -MIN 4" DEPTH. REMOVE BASIN AFTER MAINTENANCE PERIOD. 3. FINISHED GRADE 4. AMENDED BACKFILL MIX -SEE SPECIFICATIONS. 5 6. 7. 8. 9. TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING. FERTILIZING TABLETS PER SPECIFICATIONS ROOTBALL OF PLANT -MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS. El(ISTING SOIL "CROWN" OF PLANT -MUST NOT BE BURIED BELOW LE,VEL OF SURROUNDING SOIL. PL.ACE VINE 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 OTlrlER LENGTHY BRANCHES IN AN OUTWARD RADIAL PATTERN WITH ADDITIONAL GREEN NURSERY TAPE (AND EPOXY-TIES), AS NECESSARY, TO DIRECT GROWTH. AFTER VINE IS ADEQUATELY SECURED, REMOVE NURSERY STAKE. B 2~ 6'------"- .. PALM PLANTING LEGEND 1. FRONDS TD BE TIED ANO PROTECTED DURING SHIPMENT. UNTIE FRONDS AFTER 30 DAYS. OR AS DIRECTED BY PALM TREE EXPERT OR LANDSCAPE ARCHITECT. 2. TRUNK HEIGHT: MEASURED FROM ORIGINAL l3l'IAOE LEVEL AT BASE OF TRUNK TO TERMINAL BUD AT. BASE OF FRONDS. TRUNK TO BE CLEAN', STRAIGHT AND FREE OF SCARS OR ROT. SET TRUNK PLUMB. 3 4. 5. e. 7. •• 11. PLANT BASE OF TREE AT OR SLIGHTLY ABOVE FINISH GRADE. DO NOT BURY ANY PART OF TRUNK FINISH GRADE ROOTBALL: TO BE PROTECTED DURING SHIPMENT MINIMUM 3'-6'X 3'~'X4' DEIEP. WASHED COARSE CONCRETE SANO BACKFILL. DO NOT use EARTH OR OTHER TYPES OF SAND. 2" MULCH LAYER PER SPECIFICATIONS 4" DIA. BLACK PVC SL'l1P CAP, TOP 3" MAX . 4" DIA. X 8' PERFORATED PVC PIPE -CENTER IN HOLE, WRAPPED WITH FILTER FABRIC 10. 12" DIA. X 8" DEEP AUGURED HOLE FILLED WITH 3/4" CRUSHED GRAVEL 11. ENOCAP 'PHOENIX PALM TRUNKS TO l!IE DIAMOND-CUT. WASHINGTONIA PALM TRUNKS TO BE SKINNED. NOTI!!: SEE PALM TREE PLANTING ANO MAINTENANCE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS NOT TO ICALI! FOR LANDSCAPE PLANTING PLANS SEE SHEETS 10-11. FOR LANDSCAPE PLANTING SPECIFICATIONS SEE SHEETS 13-16. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE VINE PLANTING NOT TO SCALE LOCATION OF PLANTING AREAS. R I D G E LANDSCA'E ARCHITECTS 765 Raintree Drive, Suite 300 Carlsbad, CA 92009 Tel 760 4381002 Fax 760 4381155 www,ridgela.0011 R.C.E. ____ _ REVll:WED BY: INSPECTOR DATE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING! DEPAFITMENT PLANTING DETAILS FOR: FARADAY SPECTRUM C.R.C. LOTS 3 & 4 R.C.E. ______ 1----4-----..jl--------------------+-----I ~;:;;:;;;;;;;;,;;=:===============::::::::: APPROVED M ~ e( DATE BY DESCRIPTION APP'D DATE FIEVISION8 ASSlsfu·T ~NNING QIIRECTOII OATE OWN BY--,J=--- CHKD IY __ RS __ _ FIELD IY CMWD# 1'1'10.1110"" NO. MS 03-09 11 DIIA-NO. 4253L L6.1 ...... 0 ~ C-,...., •v SECTION 02811 LANDSCAPE IRRIGATION RECYCLED WATER NOTE: CONTRACTOR SHALL BE FAMILIAR WITH THE CARLSBAD MUNICIPAL WATER DISTRIcrs IRRIGATION SPECIFICATIONS AND IN CASES OF CONFLICT BETWEEN THESE SPECIFICATIONS AND CMWD'S SPECIFICATIONS, CMWD'S SPECIFICATIONS WILL TAKE PRECEDENCE. Port 1 GEND!AL 1.01 SUMMAPIY A. It le th,e Intent of the 11Peclflcatlons anld drawings thot the finished system Is complete in every respect ai,d shall be ready for operdtlon satisfactory to the Owner. B. The work ehall Include all material'•• labor, services, transportation, end equipment necessary to perform the work as indicated on the ~rowings, in these specifications, and as necessary to complete the controct. 1.02 CONSTRUCTION DRAWINGS A. Due to the seale of the drowll'ig■, It le not possible to Indicate all offsets, fittings, sleeves, etc. which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work end pion hls work accordingly, furnishing such fittings, etc. co may be require<! to meet 1uch condlti<1,ns. Drewing• are generally diagrammatic and Indicative of tho work to be Installed. The work shall be Installed In such a manner as tel ovoid conflicts between Irrigation systems, planting, and architectural features. B. All work called for on the drawings by notes or details shall be furnished and Installed whether or not epeclflcally mentioned In the specifications. When an Item Is shown on the plans but not shown on the speclflcotlons or vice verso, It shall be deemed to be cs shown on both. The Architect shaH hove final authority for diorlflcatlon. When a conflict occurs between an item shown on the plan and as shown on the specifications, the Architect shall have final authority for clarification. C. The Contractor shall not willfully Install the irrigation system as shown on the drowinga when lt Is obvious in the field that obetructiona, grade differences or discrepancies In area dimensions exist that might not have been coneidered in engineering. Such obstructions or difference• 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 n•cessary. 1.03 QUALITY ASSURANCE A. Provide at leoet on ■ Engllah speaking p,erson who shell be present at all times during execution of this portion of the work and who shall be thoroughly familiar with the type of materials being lnotolled end the monufocturor's recommended methods of installation and who shall direct all work performed under thla Hctlon. B. I\Aonufaclurer's directions andl detailed drawings shall be followed In oH coHs whoro the monufocturer of articles u1ed In this contract furnish directions covering points not shown In the drawings end speciflcotlons. C. All local, munlclpol and state lows, rules end regulations governing or relating to any portion of this work ore hereby Incorporated into and made o part of these specifications, end their provisions shell 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 then specifications and drawings coll for or describe materials,workmonshlp, or construction of a better quality, higher standard, or lorger oize than Is required by the above rules and regulations, tho pro\llslons of these specifications and drawings shall take precedence. D. All materials supplied for this project shell be new and free from any defects. All defective material• shell be replaced Immediately at no addltlonol cost to Owner. E. The Contractor 1holl Hcure the required licenses and permits Including payments of charges and fees, give required notices to pLibllc aIuthoritles, verify permits secured or arrangements made by others affecting the w,ork of this section. 1.04 SUBMITTAL$ A. Mat9rlols Ll1t 1. After award of contract o,id before <11ny irrigation system material• are delivered to the Job site, submit to the Owne,r o complflte list of all Irrigation systems, moterlols, or processes i,roposed to be furnished and Installed cs part of this contract. 2. Show manufacturer'• name and catalog number for a>och item, furnieh complete catalog cuts and technlcol data, fumish the manufccturer's recommendations as to the method of lnstall<!!tlon, 3. No oub1tllutlont wlll b• allowed without prior written acceptance by the Architect or Owner's authorized representative. 4. Manufacturer's warranties shall not relieve the Contractor of his llobllity under the guarantee. Such warranties shall only supplement the guarantee. B. Sub1tltutlon1i If the Irrigation Contractor wlshff to subetltuto any equipment or materials for those 9<JUlpment or materials listed on the Irrigation drawings and specifications, he may do so by providing the following Information to the Architect or Owner's authorized representative for approval. 1. Provide o written etatement Indicating the reason for making the substitution. 2. Provide catalog cut aheeta, technical data, and performance Information for each substitute Item. 3. Provide in writing the dlffrence In Installed price if the Item 1• accepted. 1.05 El<ISTING CONDl170NS A. The Contractor shall verify and be familiar with tho locations, size end detoll of points of connection provided as the source of water, electrical supply, and telephone line connection to the irrigation system. B. Irrigation d91lgn is based on the available static water pressure shown on the drawings. Contractor shell verify static wa,ter on the project prior to the start of construction. Should a discrepancy exist, notify the Architect and Owner's authorized representative prior to beginning construction. C. Prior to cutting Into tho ooH, the Contractor shall locate all cables, conduits, sewer septic tanks, and other utilities as are commonly encountered underground and he shall toke proper precoutlons not ta damage or disturb such lmprovememts. If a conflict exists between such obstacles and the proposed work, the Contractor shell promptly notify the Architect and Owner who will arrang• for relocations. The Irrigation Contractor will proceed in the some manner if a rock layer or any other such conditions ore encountered. D. The Contractor shall protect all existing utilities and features to remain on and adjacent to the project site during construction. Contractor shall repair, at his own cost, all damage resulting from his operations or negligence:. E. The lrrlgotlon Contractor shall coordinate with the General Contractor for installation of required oleeving as shown on the plans. 1.06 INSPECTIONS A. The Contractor oholl permit the Architect and Owner's authorized representative to visit and Inspect ot all times any part of the work end shall provide safe access for such visits. 8. Where the specifications r9<Julre work to be tested by the Controctor, rt shell not be covered over until accepted by tho Architect, Owner's authorized representative, and/or goveming agencies. The Irrigation Contractor •hall be solely responsible for notifying the I I, I! I Architect, Owner. 11:ind governing agencies, a minimum of 48 hours in odvonce, where end when the. work Is ready for testing. Should ony work be covered without testing or acceptance, it shall be, If so ordered, uncovered at the Irrigation Contractor's expense. C. Inspections will be required for tho following ct a minimum: 1. System layout 2. Pressure test of irrigation main line (Four hours ot 125 PSI or 120" of static water pressure, which ever is greater.) 3. Coverage te•t of -Irrigation system 4. Final inspection prl9r to start of maintenance period 5. Final acceptance D. Site observations ond testing will not commence without the record drawings as prepared by the Irrigation Contractor. Record drawings must be complete and up to dote for each site visit. E. Work which falls testing and rs not accepted will be retested, Hourly rotes and expenses of the Architect, Owner's authorized representative, and governing agencies for reinspection or retesting will be paid by the Irrigation Contractor ct no additional expense to Owner. 1.07 STORAGE AND HANDLING A. Use all means necessary to protect Irrigation system materials before, during, and ofter Installation and to protect the Installation work and materlals of all other trodes. In the event of damage, immediately make all repairs and replacements necessary to the acceptance of the Landscape Architect and Owner and ct no additional cost to the Owner. 8. Exercise core in handling, cover until reedy to Install. to allow the pipe to lay flat loading, unloading, and storing plastic pipe and fittings under Transport plastic pipe only on a vehicle with a bed long enough to avoid undue bending and concentrated external load. 1 .oe CLEANUP AND DISPOSAL A. Dlspo9e of waste, trash, end debris In accordance with applicable laws end ordinances and as prescribed by authorities having jurisdiction. Bury no such waste material and debris on the site. Burning of trash end debris will not be permitted. The Contractor shall remove and dispose of rubbish and debris generated by his work and workmen at frequent intervals or when ordered to do so by the Owner's authorized representative. \ B. At the time of completion the entire site will be cleared of tools, equipment, rubbish end 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 ell changes in the work constituting departures from the orlglncl contract drawings. 2. The changes and dimensions shall be recorded in a legible and workmanlike manner to the satisfaction of the owner. Prior to final Inspection of work, submit record drawings to the Architect or Owner's authorized representative. 3. Dimensions from/to permanent points of reference such as buildings, sidewalks, curbs, etc. shell be shown. Doto on record drawing• shall be recorded on a day to day basis as the project Is being Installed. All lettering on drawings shall be minimum 1 /B inch in size. 4. Show locations and depths of the following Items: a. Point of connection (Including water meters, bockflow preventors, mooter control volves, etc.) b. Routing of sprinkler pressure lines (dimensions shown at a maximum of 100 feet along routing) c. Gate valves d. Automatic remote control volves e. Quick coupling valves f. Routing of control wires g. Irrigation controllers h. Related equipment (cs may be directed) 5. Maintain record drawings on site ct all times. Upon completion of work, transfer all cs-built Information and dimensions to reproducible sepia prints, B. Controller Cherts: 1. Record drawings must be approved by Architect end/or Owner's authorized representative before charts are prepared. 2. Provide one controller chart for each automatic controller. Chert shall show the area covered by the particular controller. 3. The chart is to be o reduced copy of the actual "record" drawing. In the event the controller sequence Is not leglble when the drawing Is reduced, it shell be enlarged to a readable size. 4. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 20 mils in thickness. C. Operation end Maintenance Manuals: 1. Two individually bound copies of operation and maintenance the Architect or Owner's authorized representative at least 10 Inspection. The manuals shall describe the material installed the system. monucls calender and the 2. Each complete, bound mcnuol shall include the following Information: shall be delivered to days prior to final proper operation of a. Index sheet stating Contractor's address and telephone number, duration of guarantee period, list of equipment Including names end addresses of local manufacturer representatives. b. Operating end maintenance Instructions for all equipment. d. Two quick coupler keys with a 3/4" bronze hose bib, bent nose type with hand wheel and two coupler lid keys. e. One valve box cover key or wrench. f. One 5-foot tee wrench for operating butterfly valses (If used). g. Six extra sprinkler heads of each size and type. 2. The above equipment shall be turned over to Owner's authorized representative at the final Inspection. 1.10 COMPLETION A. At the time of the pre-maintenance period Inspection, the Landscape Architect, Owner's authorized representative, and governing cgenclee will inspect the work, ond if not accepted, will prepare o list of items to be completed by the Contractor. At the time of the post-maintenance period or final inspection the work will be relnepected and final acceptance will be In writing by the Architect, Owner's authorized representative, and governing agencies. 8. The Owner's authorized representative shall hove final authority on all portions of the work. C, After the system hos been completed, the Contractor shell instruct Owner's authorized representative in the operation and maintenance of the irrigation system end shell furnish a complete set of operating and mointerlonce instructions. D. Any settling of trenches which may occur during the one-ysor period following acceptance shall be repaired to the owner's sotisfoction by the Contractor without any additional expense to the owner. Repairs shall Include the complete restoration af all damage to planting, paving or other Improvements of ony kind as o result of the work. 1.11 GUARANTEE A. The entire sprinkler system, Including all work done under this contract, shall be uncondltlonally guaranteed against all defects and fault of material end workmanship, Including settling of backfilled areas below grade, for a peflod of one (1) year following the filing of the Notice of Completion. Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no additional expense to owner within ten (10) calendar doys of receipt of written notice from Owner. When the nature of the repairs as determined by the Owner constitute on emergency (i.e. broken pressure line) the Owner may proceed to make repairs at the Contractor's expense. Any and all damage• to existing improvement resulting either from faulty materials or workmanship, or from the necessary repairs to correct some, shall be repaired ta the satisfaction of the owner by the Contractor, all at no additional cost to the Owner. B. Guarantee shall be submitted on Contractors own letterhead as follows: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler irrigation system we have furnished and Installed Is free from defects in materials and workmanship, and the work hes been completed in accordance with the drawings and specifications, ordinary wear and tear end unusual abuse, or neglect excepted, We agree to repair or replace any defective material during the period of one year from date of filing of the Notice of Completion and also to repair or replace any damage resulting from the repairing or replacing of such defects at no addltlanal cost to the owner. We shall make such repairs or replacements within 10 calender days followlng written notification by the owner. In the event of our failure to mo'ke such repairs or replacements within the time specified after receipt of written notice from owner, we authorize the owner to proceed to hove said repairs or replacements mode at our expense and we will pay the costs and charges therefore upon demand. PROJECT NAME: PROJECT LOCATION: CONTRACTOR NAME: ADDRESS: TELEPHONE: SIGNED: DATE: Port II MATERIALS 2.01 SUMMARY Use only new materials of the manufacturer, sizo and type shown on the drawings and specifications. Materials or equipment installed or furnished that do not meet Architect's, Owner's, or governing agencies standards will be rejected and shall be removed from the site at no expense to the Owner. 2.02 PIPE A. Pressure supply line from point of connection through basket strainer unit shall be Type "K" copper or brass pipe. B. Pressure supply lines 2 inches In dlometer and up to 3 lncheo In diameter downstream of bosket strainer unit shall be Closs 315 solvent weld PVC. Piping shell conform to ASTM D2241. C. Non-pressure lines 3/4 inches in diameter and larger downstream cf the remote control valve shall be Class 200 PVC. Non-pressure lines 1" and larger to conform to ASTM D2241. D. Reclaimed water PVC pipe to be color coded "purple" In color ond marked on two sides with reclaimed water warning statements "CAUTION -RECLAIMED WATER". Reclaimed water piping must be accepted by the local reclaimed water governing agencies. Reclaimed water PVC pipe shell use standard Sch. 40 PVC fittings. Reclaimed Water PVC pipe to be Brownline 11Alertline" or equal. 2.03 METAL PIPE AND FITTINGS A. Brass pipe shall be 85 percent red brass, ANSI, IPS Standard 125 pounds, Schedule 40 screwed pipe. B. Fittings shall be medium brass, screwed 125-pound class. C. Copper pipe and fittings shell be Type "K" sweat soldered. designation, end date of extrusion. 2.04 PLASTIC PIPE AND FITTINGS A. Pipe ohcll be marked contlnucu■ly with manufacturer's name, nominol pipe size, schedule or class, PVC type and grade, Nctlonol Sanitation Foundation approval, Commerelal Standard• designation, and date of extrusion. B. All plastic pipe shall be extruded of an Improved PVC virgin pipe compound In accordance with ASTM D2241 or ASTM D1784. C. All PVC fittings shall be stondarl!I weight Schedule 40 end shall be Injection molded of an Improved virgin PVC fitting compound. Slip PVC fittings shall be the "deep aoci<et'' bracketed type. Threaded plastic fittings shall be Injection molded. All tees and ells shall be side gated. All fittings shell conform to ASTM D2466. D. All threaded nipples shall be standard weight Schedule BO with molded thread• and oholl con form to ASTM D171!15. E. All oalvent cementing of plostlc pipe and fittings shall be a two-step proce&0, u11lng primer and solvent cement applied per the ma,nufacturer's recommendotlono. Cement ohall be cf a fluid consistency, not gel-like or ropy. Solvent cementing shall be in conformance with ASTM D2564 end ASTM D2855. F. When connection Is plastic to metoI, female adopters shall be hofld tightened, plus one turn with a strap wrench. Joint compound shell be non-lead base Teflon paste, tape, or equal. I 2.05 BASKET STRAINER A. Tht basket strainer unit shell be of the manufacturer, sin, and type Indicated on the drawings. B. The basket strainer unit shall be rnmtolled 11, accordance with the requirements set forth by local codes. 2.06 VALVES A. Gate Volvem: 1. Gate valves shall be of the manufacturer, size, and type indicated on tho drawings. 2. Gate valve shall have threaded ASTM B-52 bronze body, bonnet and wedge, silicon bronze stem, and malleable iron handwheel. 3. All Gate valves shall have a minimum working pressure of not less then 150 psi and shall conform to AWWA standards. B. Quick Coupler Valves: 1. Quick coupler valves shal'I be of the manufacturer, size, and type indicated on the drawings. 2. Quick coupler valves shall be brass with a wall thickness guaranteed to withstand normal working pressure of 150 pel without leakage. Valves shell ho~• 3/4 female thread~ opening at base, with two-piece body. Valves to be operated only ~1th o coupl!r key, des,g_ned for that purpose. Coupler key is inserted Into volve and o positive, watertight connection shall be mode between the coupler key end valve. Hinge cover shall be the locking type constructed of brass with a rubber-like vinyl cover. Vinyl quick coupler cover to be pur~I• in color with the words "WARNING -RECLAIMED WATER -DO NOT DRINK" permanently marked on the lid. C. Automatic Control Valves: 1. Automatic control salve• shall be of the manufacturer, size, o•nd type Indicated on the drawings. 2. Automatic control valves 111,all be e'iectrlcolly operated. D. Anti-drain Valves: 1. Anti-drain valves 1holl be of the manufacturer, size, ai,d type Indicated on the drowii,ga. 2. Anti-drain valves shall haw 1e-e stotnless steel springs and valve stems with !!luno-N seals, 3. Anti-drain valves will hove tl'lrecded connections the size of th,e rimer or pipe they are to be Installed onto, or the next avolloble ala. No slip connection ontl-droln volvos are allowed. 2.07 VALVE BOXES A. Valve bo••• shall be fab,rlcated from a durollie, l'teother-roal,stont plo1tlc motorlol resistant to sunlight and chemical action epf sails. B. The valve bo• cover shall t,e pu,rple in color and pormanently marked wl'th the words "WARNING -RECYCLED WATER -DO NOT DRINK". Valve box cover shall be 1ecured with a hidden latch mechanism or bolts. C. The cover ond box sha1II b• 0op111ble of IIIIJ■talnlng a load of 1,500 pound,■. D. Valve box extensions shall b,e by the some manufacturer as the valve box. E. Automatic control valve bo•e• •ho'II be 16"•11"x12" rectangular size. Valve box cover• ohoH be marked "RCV" with the valve Identification number "heat branded" onto the cover In 2 Inch high letters/numbers. F. Gate valve and quick coupler valve boxes be marked with either "GI/" or "QCV" "heat letters/numbers. 2.0!! AUTOMATIC CONTROLLER si,o,11 be 10" circular slze. Valw box co-• ehall branded" onto the cover in 2 Inch high A. Automatic controller shaill IH of lite monu,focturer, size, ond type Indicated on th• c!rawlMg,1. 8. Autom,atic controller er,,e,ioeur•• shall be of the manufacturer, size, and type Indicated on tho drawings. Enclosure shall be vondol-reslstont, ventilated and waterproof. 2. 09 ELECTRICAL A, All electrical equlpmeMt a~on be N!EMA Type 3, waterproofed for exterior lnstallotrono. 8. All electrical work shaH conform to local codes and ordlnonees. CONTINUED ON NEXT SHEET APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE c. Spare parts lists end related manufacturer;,.in~fo~r~m~o:;:t:;r;;;o~n■f~o;:,r.a~l~l .:•:,:q~u~ip;::m,;:,::e~n;;;t. __ "'l" _____________________ "l"' ___________________ ,.. __________________________ t'l!~!.!!!'!~""'!!!""'!!!~~~~~~~~~~~~!!!!!!!!!!\"I'~!'!!~~ I ■H1~11T II CITY OF CARLSBAD 11···1~·· I D. Equipment: "AS BUILr LOCATION OF PLANTING AREAS. 1. Supply as o part of this contract the following items: a. Two (2) wrenches for disassembly and adjustment of each type of sprinkler heed used in the irrigation system. b. Three 30-lnch sprinkler keys for manual operation of control valves. c. Two keys for each automatic controller. James J. Ridge Lie. #2809 (Signature) 6 R I D G E LANDSGA'E ARCH I TEGTS 755 Raintree IJrive, Suile 300 Carlsbad, CA 92009 Tel 760 4381002 ~ax 760 438 '155 www.ridgela.com R.C.E. _____ _ REVIEWED BY: INSPECTOR DATE R.C.E. ______ _ DATE I REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD- ~ . PLANNING DEPARTMENT _ o CONSTRUCTION SPECIFICATIONS FOR: FARADAY SPECTRUM C.R.C. LOTS 3 & 4 APPC~E~ ~ ~\5\ o( ASSISTANT PLANNING DIRECTOR DATE 1---1---1---------------·------f----, roo~W~N~B~Yt~~~Ji[:_::._:_='i~~P'fl~O~"~..cT~~NO~. =11f1 =~D~ll~--~\W~l~l~,e~NO~.= DATE BY DESC~IPTION APP'D RS CHKO BY-=--4253L FlEVl810N8 FIELD IIY MS OJ-Oe CMWD# L7.1 SECTION 02811 LANDSCAPE IRRIGA710N (cont'd) 2.10 LOW VOLTAGE CONTROL WIRING A. 111:emote control wire llholl be dlreat-burlal AWG-UF t)'Pe, 1ize as Indicated on the drawln91s, and in no coee smaller than 14 'llauge. B. Connection■ ■haU be either epa•y-■eated packet type or Penn-Tile connectors. C. Ground wires shall be white In color. Control wires aholl be red (where two or more controllers are u•ed, the control wires shall be a different color for each control'ler. These colors shall be noted on the "l'l:ecord Drawings" plans located on controller door). D. Provld4 G 24" e•pan ■lon loop for all directional changes In control wire routing. 2.11 IRRIGA710'N HEil.DS A. Spr1nkler hecd,a ■hall be of the manufacturer, size, t)lpe, with radius of throw, operating pressure, and discharge rote indicated on ttiie drawings. B. Pop-up head■ and riaer h1ad1 ■hall be wsed as indicated on the drawings. C. f'o11>-up head• and gear d,rfven rotors used on reclaimed water oystems shall have a color coded purple cop with reclaimed water warnings embossed on the top surface. Riser heads shall have a ••If adhesive reclaimed water ;ticker placed on the ri•er directly below the sprinkl,er body. All reclaimed water warning& shall be In English and Spanish and hove the International symbol for "Do Not Drink". All reclaimed waler warnings shall be as required by the local water utility. 2.12 MISCELLANEOUS EQUIPMENT Rain sensor shall be of the manufacturer, size, and type Indicated on the drawings. Port Ill EXECUTION 3.01 SITE CONDITIONS A. Inspection 1: 1. Prior to all worl< of !hi• section, carefully inspect the Installed work of all other trodes, and verify that all such work is complete to the point where this Installation may properly commence. 2. Verify that Irrigation oyetem may be llnstolled in strict occordcrnce with crll pertinent codes and regulation■, the orlglnol design, the referenced standards, and the manufacturer's recommendation 1. B. Dlecreponcles: 1. In the event of dlocrepancy, Immediately notify the Architect or Owner's authorized representative. 2. Do not proceed with ln1toltcrtfor, 1'n areas of discrepancy until all dlsereponclee have be,en reoolved. C. Grades: 1. Before starting warl<, carefully check oil grodes to determine thot work moy oofely proceed, keepling within the specified moterlal depths with respect to finish grade. 2. Final grades 1holl be accepted by the Engineer before work on this section will be allowed to begin. 0. Fie'ld Measurements: 1. Make all neceosory meaaurementa In the field to en,ure precise flt of Items In occordonce with the orlglnol design. Contractor shall coordinate the installation of all irrigation materials with aH otlMer work. 2. All scaled dimensions are approximate. The Contractor shall check and verify all slN dimensions prior to proceeding with work under this section. 3. Exercise extreme care in e1<covatlng and working near eKlsting utllltlee. Controctor shall be res11>0nalble for damage• to utllJ;tfes which ore cauoed by his operations or neglect. E. Diagrammatic Intent: The drawings on eonntlolly dlogrammatnc. The size and location of equipment and fixtures ore drown to scale where po..,lble. Pro,vide offset$ in pi11>ing and changes in equipment locations as necesaory to conform with structures and to ovoid obstructions or conflicts with other work at no oddltlonol expen•e to Owner. F. Layout: 1. Prior to lnetollation, the ControctOI' ■hall stoke out all pressure supply lines, routing and location of 1prlnkler heoda, valves, backflow preventer, and automatic controller. 2. Layout irri~ation system and make minor odjustmtnts required due to differences between site and drawings. Where piping i1 shown on drawings under paved areas, but running porollel and adjocent to planted areoo, install the piping in the planted areas. G. Water Supply Connections to, or the ln•tcrllotion of, the water supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made al no oddltioncl expense to Owner. H. Electrical Service: 1. Connections to the e1ectrlcol su~ply shall be at the locotlcns shown on the drawings. Minor changes caused by actual site conditions shall be mode ct no additional expense lo Owner. 2. Contractor shall make 120 volt conne1ctlon to the Irrigation controllers. Electrical power source to controller locations shall be provided by others. 3.02 TRENCHING ii.. Excovotlons shell be straight with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching excavation shell follow layout Indicated on drawings to the depths below finished grade ond as noted. Where lines occur under paved area, these dimensions shall be considered below oubgrode. Ill. Provlde minimum cover of 113 Inches on pressure supply lines 2 1/2 Inches and smaller. C. Provide minimum cover of 113 Inches for control wire$. D. Provide minimum cover of 12 Inches for non-preasure lines. E. Pipes Installed In o common trench shall hove o 15 inch minimum space between pipes. 3.03 BACKFILLING A. Backfill moterlol on otl lines shall be the some cs adjacent soil free of debris, litter, and rocks over 1 /2 inch in diameter. B. Bo,ckfiH s'hall be tamped in 4-inch loyers under the pipe ond uniformly on both side• for the full width of the trench and the full length of the pipe. Backfill materials shell be sufficiently damp to permit thorough compaction, free of voids. Backfill shall be compacted to dry density equal to adjacent undisturbed soil ond shall conform to adjacent grades. C. Flooding In lieu of tamping is not allowed. I I I D. Under no circumstances shall truck wheels be used to compact backfill. E. Provide send bockflll over and under all piping under paved areas. 3.04 PIPING A. Piping under existing pavement may be installed by Jacking, boring, or hydraulic driving. No hydraulic driving is permitted under asphalt pavement. 8. Cutting or breaking of ••Isling pavement Is not permitted. C. Carefully Inspect all pipe and fittings before Installation, removing dirt, scale, burrs and reaming. Install pipe with all markings up for visual Inspection crnd verification. D. Remove O'II dented and damaged pipe sections. E. ii.II fines •hall have o minimum clearance of 6 inch•• from each other and 12 Inches from lines of other trodes. F. Parallel lines sholl not be lnstolled directly over each other. G. In solvent welding, use only the specified primer and solvent cement and make all Joints In strict accordance with the manufacturer's recommended methods including wiping all excess solvent from each weld. Allow solvent welds at least 15 minutes setup time before moving or handling and 24 hours curing time before filling. H. PVC pipe shall be Installed in o manner which will provide for expansion and contraction O'S recommended by the pipe manufacturer. I. Csnterload all plost'lc pipe prior to pressure testing. J. All threaded plastic-to-plastic connections shall be assembled using Teflon tape. K. For plostic-to-metol connections, work the metal connections first. Use o non-hardening pipe dope on all threaded plastic-to-metal connections, except where noted otherwise. All plastic-to-metal connections shall be mode with plastic female adapters. L. All 1olvent weld mainline piping Is to be secured with minimum one cubic foot thrust blocks at oll directional changes. Bell and gasket pipe to hove a Leemco Joint restraint system Installed on all fittings in lieu of thrust blocks. 3.05 CONTROLLER A. The exact locotlan of the controller shall be approved by the Landscape Architect or Owner's authorized representative before Installation. The electrical service sholl be coordinated with this location. 8. The Irrigation Contractor shall be responsible for the final electrical hook up to the Irrigation controller. C. The irrigation system shall be programmed to operate during the periods of minimal use of the design oreo or In accordance with the irrigation schedule provided. 3.06 CONTROL Wl~ING A. Low voltage contro,1 wiring shall occupy the some trench ond shell be installed along the some route as the pressure supply lines whenever possible. 8. Whore more thon one wire Is placed In o trench, the wiring shall be taped together in o bundle ct intervals of 10 feet. Bundle shall be secured to the mainline with tape ot intervals of 20 feet. C. All connections sholl be of on approved type and shall occur In o valve box. Provide an 18 inch service loop ot sach connection. D. An expansion loop of 12 inches shall be provided at eoch wire connection and/or directional change, and one of 24 Inches shell be provided at each remote control valve. E. ii. continuous run of wire shall be used between a controller and each remote control valve. Under no circumstances shall splices be used without prior approval. F. Pull boxes for the low voltage control wires shall be provided at a spacing of 480 feet on center along the wire route. An expansion loop of 24 inches shall be provided at each control wire pull box. 3.07 VALVES \ A. Automatic contro,1 valvea, manual valves, gate valves, and ball valves ore to be installed in the approximate locations indicated on tho drawings. B. Valve shaH be Installed in shrub oreoe whenever possible. C. Install ell valves os Indicated in the detail drawings. D. Valves to be installed In valve boxes shall be installed one valve per bo•. 3.013 VALVE BOXES A. Valve boxes shall be installed In shrub areas whenever possible. B. Each valve box shall be Installed on a foundation of 3/4 inch grovel backfill, 3 cubic feet minimum. Valve boxes shall be Installed with their tops 1 /2 inch above the surface of surrounding finish grade In lawn areas and 2 inches above finish grade in ground cover areas. 3,09 BASKET STRAINER A. Install basket strainer unit as indicated in the detail drawings. B. Install basket strainer at location approved in the field ond at height required by local codes. 3.10 SPRINKLER HEADS A. Sprinkler heads shall be Installed 01 indicated on the drawings. 8. Spacing of heada 1holl not ••ceed maximum Indicated on the drawings. C. Riser nipples ohall be of the some size os the riser opening in the sprinkler body. D. Pop-up sprinkler heads shall not be Installed using side outlet openings. 3.11 MISCELLANEOUS EQUIPMENT A. Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard practices. 8. Quick coupler valves shall be set approximately 12 inches from walks, curbs, header boards, or paved areos where applicable. C. Unless designed os on integral port of the Irrigation head, anti-drain valves will be installed under every head. The anti-drain valve will be the some diameter as the riser and be integral to the riser assembly. D. Install rain sensors os indicated on the drawings and as recommended by the manufacturer. I I 3.12 FLUSHING THE SYSTEM ii.. Prior to ln&tallotlon of sprinkler nozzles, the valves shall be opened and a full heed of water used to flush out the line• and risers. 8. Sprinkler nozzles shall be installed ofter flushing the system hos been completed. 3.13 il.DJUSTING THE SYSTEM - A. Contractor shell odju•t valves, align heads, and check coverage of each system prior to coverage test. B. If it is determined by the Architect or Owner's authorized representative that oddltionol ad)Jstments or nozzle changes will be required to provide proper coverage, all necessary changes or adjustments shall be mode prior to any planting. C. The entire system shall be operating properly before any planting operations commence. D. Automatic control volves ore to be adjusted so that the sprinkler heeds operate at the pressure recommended by the manufacturer. 3.14 TESTING AND OBSERVATION A. Provide 4 hour test O 125 psi for all 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 has been observed, tested and accepted by the Architect, Owner, and governing agencies. C. The Contractor shall be solely responsible for notifying the Architect, Owner, end governing agencies, a minimum of 48 hours in advance, where and when the work Is ready for testing. D. When the sprinkler system J,s completed, the Contractor shell perform a coverage test of each system in Its entirety to determine if the water coverage for the planted areas is complete and adequate in the presence of the Architect. E. The Contractor shall furnlah all materials and perform all work required to correct any inadequacies of coverage due to deviations from the plans, or where the system hos been willfully installed as indicated on the drawings when it is obvioualy Inadequate, without bringing this to the attention of the Architect. This test shall be accepted by the Architect and accomplished before starting any planting. F. Final inspection will not commence without record drawings 01 prepared by the Irrigation Contractor. 3.15 MAINTENANCE During the maintenance period the Contractor shall adjust and maintain the Irrigation system in a fully operational condition providing complete irrigation coverage to all Intended plantings. 3.16 COMPLETION CLEANING Port 1 1.01 1.02 1.03 Clean-up sholl be mode as each portion of the worl< progresses. be removed from the site, all walks and paving sholl be broomed, on the work of others shall be repaired to original conditions. Refuse and excess dirt shall and any damage sustained END OF SECTION SECTION 02950 LANDSCAPE PLANTING GENERAL WORK INCLUDED A. Soil Preparation. 8. Planting. C. Stoking. D. Sodding. E. Clean up. RELATED WORK A. Landscape Irrigation System. au ALITY ASSU Ril.NCE A. Source Quality: 1. Submit documentation at leoet 60 doys prior to plontlng that all plant materials are ovollable. Material• ore subject to Inspection ofter confirmation of ordering. 2. Materials are sub Ject to Inspection at place of growth end upon delivery, for conformity to specifications. Inspection, approval and rejection con also toke place at other times during progress of work. 3. Request, in writing, inspection of plant materials at place of growth. Identify place of growth, and quantity of plants to be inspected. 4. Ao described in the planting notes for tree togging ,the Architect may opt to either visit the tree nursery or review photographs submitted by the Contractor. In either case visit the nursery and select trees conforming to specifications prior to review by the Architect. 1.04 SUBMITTALS A. Prior to installation submit for review and approval specffi,cotlans and product Information on Items being used on project. Submit bound with list of Items as cover sheet. Conform to Section 01300. 1.05 DELIVERY, STORAGE ANO HANDLING A. Deliver fertilizer to site in original unopened containers bearing manufacturer's guaranteed chemical analysis, name, trade mark, and conformance to State law. B. Provide copies of receipts for all amendments specified in these specifications or in the Soils Report. C. Deliver plants with legible identification labels. containers of like shrubs and groundcover plants. on plant list. Use durable waterproof labels with for at least 60 days. Lobel trees, evergreens, bundles of State correct plant name and size Indicated water-resistant ink which will remain legible D. Protect plant material during dtllvery to prevent damage to root ball or desiccation of lecrves. E. Notify Architect 7 days In odYcrnce of delivery of plant moterlat1 ond su,bmlt Itemization al plants in each delivery. F. Store plants in shade and protect from weather. G. Maintain and protect plant material in a healthy, vigorous condition. H. Exercise core In handling, loading, unloading and storing of plant materials. Replace damaged materials. 1.05 JOB CONDITIONS A. Perform actual planting only whe~ weather and soil cond'itions are suitable In accorda!'ice with locally accepted practice. B. Coordinate this work of this section with Installation of undergrou,nd lrrlga,Uon system, utilities, piping and woterln; h110da. 1.07 Sil.MPLES AND TESTS A. Architect re•erves the right to take and cnalyze..somples of materials for conformity to specifications. Provide sample■ fa,, testing upon request. Remove rejected materials from site Immediately upon rejection at no addltionol cost. Testing costs will be paid for by Owner if moterlols prove to be In compliance with specifications. B. Prior to amending oolls, oontroctor eholil have soil tested for agricultural auitobillty os de8Crlbed In planting notes. C. Provide 1 cu,blc foot .am?le of medium grind mulch cover to Architect for review and approval. 1.08 GUARANTEE A. Guarantee moterlols agaln,at p,oor, Inadequate, diseased and Inferior materlots end workmanship for one year ofter 90 d'OY maintenance agreement el<plrotlon. Port 2 PRODUCTS 2. 01 M ii. TERI ALS ii.. The following organic, sou Oll'HJMdments ond fertilizer ore to be used for bfd purpose, only. Specific amendments and fert!llzer will be selected and specified ofter rough grading operations ore complete and Contractor hoe had soil samples tested. B. Provide standard, approved Cllld fir1t-grode quality materials, in pdme condition when installed and accepted. Deliver commercially processed and pockage'd mclericl in monufoeturer'o unopened containers bearing the manufacturer's guaranteed anolyeis. Su~pty o sample of all supplied materials accompanied by onolytlcol dato from on approved laboratory source illustrotlng compliance, or bearing the manufacturer's guaranteed onolysls. C. Organic Amendment: 1. Nitrogen Stabilized: O.!!ie to 0.134 percent N based on dry weight for wood rffldual or rice hulls. 2. Particle Size: 95 to 10,0 ptrcent pasalno 6.35 mm standard aleve; ea to 100 percent passing 2.33 mm standard sleve. 3. Solllnity: Ensure that eoturotior, ertract cond,uctlvlty does not exceed 3.5 millimohs p,er centimeter at 25 degree■ C. ae det,ermlned by soturotian extract method. 4. Iron Content: Minlmw,, 0.013 percent dllute acid eoluble Fe on dry weig1r,t baele. 5. Aa'h: O to 6 percen,t diry weight. D. Soll Amendment: 1. Soil Sulfur: Agriculturol vade 111Jlfur containing mlnlmum of 99 percent 1ulfur ewpreaeed as elemental. 2. Iron Su,lfote: 20 p,ereent !rm expre111ea 01 metallic Iron, derived from ferric and ferroue sulphate, 10 percent sulfur e?<p,rened as elemental. 3. Calcium Carbonate: 9!! percent lime a. derlwd from O)ISter shells. 4. Gyp,um: Agricultural grade product containing 96 percent mlnlmum calcium ■ulphote. E. Fertilizer: 1. Planting Fertilizer: pelleted or grcnuh:1r form consisting of the follow,ng percent• by weight and mixed by commercial fertilizer supplier: 6-nitrogen, 20-phosphoric acid, 20-potosh. :2. Planting Tablets: Proviln slow-release t~• with potential acidity of not mare than 5 percent by weight containing the followlnt percents by weight of nutrient• listed: 20-nitrogen, 10-phosphorlc acid, 5-potosl-,, 2.6-comblned calcfu,m, 1.6-comblned ltUlphur, 0.35-lron elemental from ferroue 1tUlfote. Provide in 21 grcm tablets manufactured by il.grlform, or otne,r cpprovod. 3. Hydroseedlng Fertlllzer: i>ro,;ide a,mmonlum phoaphate wMch consists of the following percent by weight ond ml•ed by a commercial fertilizer supplier: 16-nitrogen, 20-phosphorlc ocld, 0-potosh. 4. Pre-Sod fertilizer: Provide I~• conelatJ,ng of the following percents by weight and mixed by o commercial fertilizer supplier: 16-hydrogen, 20-phosphoric acid, !!-potash. 5. Sulphate of potosh: 0-0-!!D. 6. Slngle 1uper-pho1phate: Cammerclat J>roduct containing 1!1 to 20 percent 0V<1Hoble Phosphoric Pentoxide, or other approved. 7. Urea farmoldehyde: Jll-0-0. F. Import or Amended Top So,lf: Eneure silt ~u• cloy eantent of top IOH doe• not e,ceed 20 percent by weight, with a minimum 95 percent passing the 2.0 mm sieve. Do not allow the sodium absorption ratio SAR to ••ceed 15. The electrical conductivity (ECE) of the scturatlon extract cannot e•ceed 3.0 mllllmohs per centimeter at 25 degrees C. Ensure boron content Is less than 1 part ?tr million as meooured on the saturation ••tract. To ensure complionco with these requlrementa, submit samples of soil for crnal)ISI• prior to, ond following backfilling. CONTINUED ON NEXT SHEET APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR ii.ND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PL.ANNINO DEPARTMENT \)'.t-ll)SC!.i, Jamee J. Rklge Lie #2809 (Signature} R I D G E LANDSCAPE ARCHITECTS 755 Reintree Drive, Suite 300 Carlsbad, CA 92009 Toi 160 4381002 Fax 760 438 1155 www.ridgela.com R.C.[, _____ _ REVIEWED BY: INSPECTOR DATE R.C.E. ______ _ DATE BY DESCRIPTION AfDP'O DATE FIEVISION8 CONSTRUCTION SPECIFICATIONS FOR: FARADAY SPECTRUM C.R.C. LOTS 3 & 4 APPC~E~(1~ ~~}05 ASSISTANT PLANNING DIRECTOII DATE DWN BY J 11 DM-NO. RS C~KD IY MS 03-09 4253L FIELD IY CMWD# L7.?- ,o ...... . .....,~ , I I I G. Plant Moterlola: SECTION 012950 LANDSCAPE PLANTING (cont'd.) 1. Provide pla,nt materials In accordance with State De~artment of Agriculture's regulation for nursery Inspections, rules and ratings. Provide plants with a normal habit of growth, sound, healthy, vigorous end free from insect infestations, plont diseases, sunscolds, end other disfigurements. Ensure tree trunks ore sturdy and hove well hardened systems and vigorous and fl~rous root oy,,tems which ore not root or pat-bound. In the event of dlsa;reement 01 to condition of root system, the root conditions of the furnished plants In container• wlH l>e determined by removal of earth from the roots of not less than two plonts, or more than 2 percent of the total number of plants of each opecies or variety. Where container grown plants are from several sources, roots of not less than two plant. of each speclft or variety from e0ch source will be inspected. In the event that the sample plants inspected ore found ta be defective, the entire lot or lots of plants represented by the defective samples may be rejected. Plants rendered unsuitable for planting due to thi• inspection will be considered sample• and will be provided at no cost to the Owner. 2. Size of plant• will correspancJ with that normally expected for species and variety of commerclalily ov<>llable nuroery s,tock or as specified on drawings. The minimum occeptoble eize of plants mec11ured before pruniing with the branches in normal position, must conform with the measuremont ■ spoclfle<I in plant fist. If approved by The Owner, larger sized plants may be used, but without additional cost. If larger plonts are approved for uae, the ball of earth or spread of rooto for each plant will be lncre<llsed proportlonotely. 3. Plants not meeting requirement• cf these specifications are considered to be defective whether In ploce or not. They must be Immediately removed and replaced with new acceptable and opproved plants of the required size, species and variety at no additional cost to the Owner. 4. Pruning: D~ not prune, trim, top or alter the shape of trees o,r plants except as approved. 5. Provide plant material true to botanical and common name and variety as specified in Annotated Che¢klist of Woody Ornamental Plants in California, Oregon and Washington, published by U~lverslty of California School of Agriculture (latest edition). 6. Nuroery Grollln and Collected Stock: Grow under cllmatlc conditions similar to thooe In locality of project; container-grown stock in vigorous, healthy condition, not root-bound or with root system hardened off. Use only finer stock plant material which is well established In removable containers or formed homogeneous sell aectlons. 7. Sod: Provide Marathon II. 8. Select trees which ore oeothetlcolly desirable and ore good examples of the species. Trees with gashes, ml9hoppen trunks or branches, topped leaders, structural defects, badly crossed branches, or other vlsu,ol defects will not be accepted. 9. Seed: Lobel seed and provide In 1e0led1 containers with signed copies from vendor certifying that each container ie fully labeled In compliance with State Agricultural Code and is in comp!llcnce with minimum requlrements of these specifications. Wet, moldy or damaged meed will not be permitted. ProYide seed mix per plan., H. Hydrooeedlng Fiber Mulch: Provide Hydro-mulch as manufactured by Conwed, or other approved equal, composed of wood cellulose fiber and containing no germination or growth inhibiting factors. Ensure o consistent texture which disperses evenly and remains suspended In cgit<11ted water. Provide with a temporary green dye and the following percentage property onolyeis: moisture conhnt 9 plus or minus 0.6; 3 o.d. basis; organic matter 99.12 plus or mlnu1 0.8; ash content 0.8 plus or minus 0.12; pH 4.6 plus or minus 0.5;woter holding capacity (grams of H20 per 100grams of fiber) 1150 minimum. I. Hydroeeedlng Additive (Binder): Pravlde Ecology Control-M-Binder organic seeding additive. J. Guying and Staking Materials: 1. Wood Tree Stakes: 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 dlometer by 10 feet long, no split stakes. 2. Ties: Provide 36 lnc:h corded rubber tie os manufactured by Gro-Stralt Products, wire and hose tie by Nunes Turfgross, or other approved. Provide rigid tie stock No. LP, size corresponding to tree box size os monufactured by VIT company or other approved. 3. Steel Guy Anchor: Pro,ide 3/4 Inch diameter by 36 inch steel vane o,s manufactured by Maxwell Steel Company, or other approved. 4. Guying Hordwore: Wire-pliable 9 goug~ galvanized; hose 1 /2 Inch new rubber; turnbucklft -galvanized or dip palnt1d, size as required; safety sleeve -1 /2 inch white pvc full length of wire. K. Tree Paint: Provide Morrleon Tree Seal, Cabot Tree Point, or other approved. L. Water: Provide clean, potable water. M. Mulch: Provide medium grind bark, con1l1tlng of organic, fibrous, woody bark mixture of varied particle size such that 90 to 100 percent posses 1 Inch sieve, 80 to 100 percent p~sses 1/2 Inch sieve, and 20 to 60 percent passes 1/4 Inch si•ve, or approved equal. Mulch 9holl be free of contaminants and weed seed and shofll hove a pleasant musty or moldy soil-llke odor. Putrid, ommonlc end saur-smelllng materiel• will be deemed unacceptable. Flecycled construction materlcls wlll not be permitted. N. Wood Heoderboords: 1. Provide 2 Inch by 4 Inch pre11ure treated Douglas fir or redwood construction grade heoderboards. Make splices with 1 inch by 4 Inch pieces no less than 12 inches long. Place 1 inch by 3 inch by 16 inch ■tokes at intervals of not more then 5 feet. Cut stakes leve,I and set below top of headerboords. 2. On •harp tums end curve•, four 1 /2 ihch by 4 inch laminated board•. or two 1 Inch by 4 Inch 1,amlnated boards may be permitted. 3. Noll stakes ond splices with galvanized common nails. installation. 4. fl'rovlde header as shown on, drowlng,a, laid true to line ad)ocent Improvements, shrubbery end a,ther properties. of header. 0. Sand: Provide waohed silica oond. Nall as required for solid ond grade, protect In-place Place stakes on ground cover side P. Root !!orrlsr: UBl24-2 by Deep Root Corp., (800) 458-7668. Install ot oil trees within 5' of concrete paving, cunb1 or mow,strip1, or as shown an plan1. Install barrier with vertical ribs feeing toward the tree ond with the top edge 1/2 Inch ~bove finish grade. Pert 3 EXECUTION 3.01 INSPECTION A. Obtain certification that final grades to 1/10 foot hove been estcbil'shed prior to commencing landscaping operations. Provide for inclusion of all amendments, settling, etc. Be responsible for shaping all planting areas as indicated on drawings or os required. B. Inspect trees, 9hrubs and finer stock plant material for injury, insect infestation and trees and shrubs for improper pruning. C. Do not begin planting of troes until deficiencies ore corrected or plants replaced. I 3.02 PREPARATION A. Soll fl'reparatlon: 1. After proper finlahed grades have been verified or established. cross-rip all planting areas to a depth of 12", condition end fertilize soil in accordance with recommendations of soil testing laboratory and as approved by the Owner and City Inspector. The following is for bid purposes only. Uniformly spread and cultivate amendments thoroughly by means of mechanical tiller into top 6 Inches of soil. Application rates per 1 .ODO square feet: Nitrogen stabilized organic amendment • 6 cubic yards 115-6-8 Commercial Fertilizer • 15 lbs. Agriculturol gypsum = 200 lbs. Soil sulphur = 15 lbs. 2. At time of planting, ensure that top 2 Inches of all areas to be planted or seeded ore free of stones, stumps, and other deleterious matter 1 inch in diameter or larger, and free from wire, plaster, concrete, wood, and similar materials which would cause hindrance to planting or maintenance. 0. Final Grades: Make minor modifications to grade as may be necessary to establish required final grade. Ensure that finish grade provides proper drainage of the slte and surface drainage is away from building. Final grades ore to be 1 inch below adjacent paved areas, sidewclka, valve boxes, headers, clean-outs, drains, manholes, etc., or as shown on drawings or required by Architect. Eliminate erosion scars prior to commencing maintenance period. 3.03 JUTE r.1ATTING A. Apply and incorporate fertilizer and amendments into the soil as specified prior to jute matting Installation. 8. Roll motUng In the direction of the flow of water and smooth and secure in place in all areas Indicated on plans or as required by local jurisdictions. The material $hall be applied without stretching and Ile smoothly but loosely on the soil surface. In coses where one roll of matting ends and a second roll begins, the up-slope or up-channel piece shall be brought over the burled end of the 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 than 3 Inches. C. Maintain jute matting until all work on the Project hos been completed and accepted. Maintenance shall consist of the repair of eroded areas and the repair or replacement and re-stapling of loose or undermined matting, including re-seeding and bedding. D. Make check slots before the matting Is rolled out: 1. For drainage channel Installation, d'lg a narrow trench, 8 Inches wide by 8 inches deep, minimum, perpendicular to the direction of flow. Fold jute, the same width o• the trench, press into trench and bury with soil. Location of check slots shall be o maximum of 50 feet apart. 2. For slope Installation, dig o narrow trench, 8 inches wide by 8 Inches deep, minimum, along the top and toe of the slope. Fold jute. the some width as the trench, press into trench and bury with soil. E. Overlap which runs poral'lel to the direction of flow In channel bottoms shall be stapled at 12 Inch intervals. Outside edges, centers and overlaps on bank• shall be stapled o,cross the channel ot 6 Inch Intervals. F. Spreod loose topsoil over outside edges to allow for smooth entry of water. G. Top dress Jute area with a thin layer of topsoil. After the top dressing, the yarns shall still be visible. H. lnstcll plant moter1'cl through matting. I. Any clods, which hold the jute off the ground shall be stomped into the soil. Force jute matting down Into ony depressions and secure with staples. J. The matting shall completely cover all slope areas as indicated on plans. Overlaps must be ample ond well stapled. Loy matting smoothly, loosely and In continuous contact with the soil surface at all point!. 3.04 PLANTING INSTALLATION A General: 1. Perform actual planting only during those periods when weather and soil conditions ore suitable and in occordonce with locally accepted practice, as approved. 12. Distribute in planting areas only as Many plants as con be plonte,d and watered that eame day. 3. Ensure that containers which ore opened and plants removed are handled with core such that boll of earth surrounding roots Is not broken and that plants are planted and watered immediately. Do not open containers prior to placing plants in planting areas. 4. l'he Irrigation sy,,tem shall be operational and approved prior to planting. 8. Pre-plant Weed Control: 1. Use a non-selective systemic contact herbicide cs recommended and applied by en approved licensed landscape pest control advisor and applicator. Leave sprayed plants intact for at least 15 days. 12. Clear and remove these existing weeds by mowing or grubbing off a,11 plant ports at least 2 Inches below surface of soil over entire areas to be planted. 3. After Irrigation system ia oparatlonol, apply water for 10 days cs needed to achieve weed germination. Apply contact herbicides and wait as needed before planting. Repeat as required. 4. Maintain weed free site until acceptance by Owner. C. Lay-Out: Mark locations for plants and outlines of areas to be planted before any plant pit. ore dug. Goin City approval. If underground construction or utility lines ore encountered in the excavation of planting areas, other locations for planting may be selected by Owner. Accomplish layout with flogged grade stokes indicating plant nam~• and specified container size on each stoke. Confirm location end depth of undergrclund utilities and obstructions. D. Plontlng of Trees and Shrubs: 1. Strip and stack approved excavation for planting which Is encountered within areas for trenches, tree holes, plant pits and planting beds. 2. Remove from site excess soil generated from planting holes and not used for backfilling. 3. Protect areas from excessive compaction when trucking plants or other materials to planting areas. 4. Provide excavated holes with vertical sides with roughened surfaces and of a size twice the diameter and 1-1 /2 times the depth of the root boll for all trees and shrubs. 5. Cut cons on two sides with acceptable can cutter only. Do not injure root ball. Superficially loosen edge roots on three sides ofter removing from con. 6. Remove bottom of plant boxes before planting. Remove sides without damage to root boll ofter positioning plant and partially backfilling. 7. Center plant in pit or trench. 8. Face plonto with fullest growth into prevailing wind. 9. Set plant plumb and hold rigidly in position until soil hos been firmed around boll or roots. 10. Backfill container plants with: 6 ports by volume on-site soil 4 parts by volume organic amendment 1 pound 6-20-20 fertilizer mix/cu. yd. of mix 2 pounds iron sulfate per cubic yard of mix Note: The above is for bid purposes only. Specific backfill recommendations ore mode as o result of the soils testing described on the planting plan. 11. Raise all plants which settle deeper than the surrounding grade. placed, add sufficient bock fill to hole to cover approximately 1 /2 of to the top and thoroughly saturate root boll and adjacent soil. 12. After water has completely drained, place planting tobleto: 1 tablet (5 or 7 gram) per fiat size plant 1 tablet per 1-gollon container 2 tablets per 5-gallon container 3 tablets per 15-gollon container 4 tablets per 24 inch box 5 tablets per 30 inch box 6 tablets per 36 inch box 7 tablets per 42 inch box 13 tablets per 48 inch and larger boxes After plant hoe been root ball. Add water Set planting tablets with each plant on top of root ball while plants are still In their containers so the required number of tablets can be verified. 13. Backfill remainder of hole and tamp firm. Construct an earthen basin around each plant ofter backfilling. Provide basin of depth sufficient to hold ct least 2 inches of water. Construct basins with amended backfill. Remo•• basin in all turf areas after initial watering. 14. Limit pruning to minimum necessary. not be done prior to delivery of plants. point. Remove injured twigs and branches. Pruning may Point cuts over 3/4 Inch in diameter with tree 15. Stake trees Immediately after planting. Install stakes plumb. 16. Do not bring iron sulfate into contact with concrete surfaces due to potential staining. Contractor Is responsible for cleaning or replacing stained 1urfoces. 13. Slunry distribution lines shall be large enough to prevent stoppage and aholl b~ equipped with a set of hydraulic spray nozzles which will provide a continuous non-fluctuating discharge. Capacity requirement Is 1,500 gallons, mounted on a traveling unit, either self-propelled or drawing by a separate unit which will place slurry tonk and nozzles within sufflcent proximity of areas to be seeded. 14. Hyd,roullc equipment used for p,estlclde opp!lcatla~s •~oil consist of a cle0n 150 go,tlcm capacity fiberglass toni< complete with mechon,cal og1tallon. Pump volume shall be 10 gallons per minute while operating at a preooure of 100 pound• per square Inch. Distribution fines shall be forge enough to carry the volume of wot~r neces~~ry for even chemicol distribution. Sproy nozzle must cover a 15 foot swath, with a m1n1mum output of 5 gallons per minute ot 80 pounds per aquore Inch. G. Sod Planting: 1. Remove rocks, weed ■, debris !ram areas to be sodded. Work up soil to a depth of !I Inch••· and breok up all clods. 2. Co'refully smooth all surfccse to be eodded. Roll area to e><po11e soil depression& or surface irregularities. Regrade as required. 3. Spread turf fertilizer 16-20-0 onta soil evenly at rote of one pound ?•r 100 aqu11r■ feet of lawn area. Rake In lightly. Be ouro soil is level and smooth before laying sod. Avoid faying sod on bone dry soil. 4. Lay first strip of sod slabs along a straight fine use a string In Irregular or~o•. Butt Joints tightly, do not overlap edges. On second strip, stagger Joints much os in toying masonry. Use a sharp knife to cut sod to fit curves, edges, sprinkler heads. 5. Do not lay whole lown befor■ watering. When a conveniently 1,a,rge a~o ha■ ~•en sod!Nd, water lightly preventing drying. Continue to lay sod, and to water until 1nstallat1on Is complete. IS. After laying sod, roll lightly to eliminate Irregularities and to form good contact bet..,.en sod and soil. Avoid hec,,y roller or e•cesslve Initial watering which may cause roller mark1. 7. Weter thoroughly the completed lawn surface. Soll should be moistened at leo•t !! inches deep. Repeat 1prlnkllng ar regular Intervals to ke•~ sod moist at aH tlmee until rooted. After sod is established, decrease frequency ond increase amount of water per application as necessory. 13. Replace oU dead or dytn; eod with eq,uol material. H. Mulch Cover: Dress all groundcoHr, perennial and annual beds with 3' layer of mulch, except slopes 3: 1 or steeper ond turf areas. 3.05 CLEAN-UP A. After all planting operation■ ore complete, remove all tro1h, excees 9011, empty plant containers, and rubbish from the property. Repair sears, ruts and other marks 1n the ground and leave ground In a neat and orderly condition. 8. Leave the site In a broom-clean oondltlon, a,nd wash dawn all paved area• within the project site. Leave walks in a clean and safe condition. 3.06 OBSERVATION SCHEDULE A. Notify Owner and City Inspector In oclllcnce for the following inspsetlons, according to the time specified: 1. Pre-Job conference -7 do)IS (city lnopedor shall attend). E. Planting Groundcover: 2. Final grade review -4!! houre. 3. Plant material review -48 houn. ~C4 Jame& J. R.ldge Lie #2809 (Signature) 1. Ensure that groundcover remains In the flats until transplanting. Flats' soil must contain ,ufficient moisture so it will not foll apart when lifting plants. 2. Plant groundcovers In straight rows evenly spaced unless shown otherwise, and at intervals required by drawings. Use triangular spacing unless otherwise noted on drawings. 3. Plant each rooted plant with Its proportionate amount of flat soil. after planting until entire area is soaked to full depth of each hole. damage and trampling. F. Hydroseedlng: lmmedlctely sprinkle Protect plants from 1. Install forge trees and shrubs (5 gallon and larger) if they occur In hydroseeded areas. 2. Install trees and shrubs (1 gallon) and groundcovers from flats if they occur In hydroseeded areas. 3. Provide seed mixe, as shown on plan. 4. Apply hydro-seed by an approved hydro--mulch company. 5. Apply in a form of slurry consisting of cellulose fiber, seed, chemical additives, commercial fertilizer and water. When hydraulically sprayed on soil, ensure that hydro-mulch forms a blotter like groundcover Impregnated uniformly with seed and fertilizer and allows the absorption of moisture and rainfall to percolate to the underlying soil. 6. Prepare the slurry at the site bj( first adding water to the tank when the engine Is at half throttle. When water level hos reached height of agitator shaft, provide full circulation, then odd seed, followed by fertillzer, then mulch. Only odd the mulch to the mixture after the mulch shell be in. Commence spraying immediately when tank Is full. 7. Spray with uniform visible coat by using the green color as a guide. Apply the slurry In a sweeping motion, in an arched stream so as to foll like rain allowing the wood fibers to build an each other until a good coot is achieved and the material is spread at the required rotes. 8. Remove slurry not used within two hours from the site. 9. Fill out the dally worksheets by the nozzlemon, with the following Information: Seed type and amount. mulch type and amount, number of loads and amount of water, seeding additive type and amount, area covered and equipment used, capacity and license number. 10. Do not allow any slurry to be sprayed into any reservoir basin or drainage ditches and channels which may impede the flow of rain or Irrigation water. Clean up any spilled slurry. 11. After application of hydro-mulch, wash excess material from previously planted materials and architectural features. Avoid washing or eroding mulch materials. 12. Ensure that application equipment hos a built-In agitation system and operating capacity sufflcent to agitate, suspend and mix a slurry containing not less than 40 pounds of fiber mulch plus a combined total of 7 pounds fertilizer solids for each 100 gallons of water. 4. Plarit layout review -48 hours. 5. Soil preparation ond planting operation• 48 hours. 6. Pre-maintenance -7 da)9. 7. Final inspection -7 de:,.. 8. If Owner authorizes a party other than the La,ndocape Architect to make 1ehedul1d inspections, present Landscape Architect with evidence of such Inspections. c. No site visits eholl commence without all Items noted In previous observation reports either completed or remedied unle11 1uch eompllonce has been waived by the Owner. Failure to accomplish punchllst tasks or prepore odequately for desired inspection• shall make the Contractor responsible for reimbursing the Owne; at Consultants current billing rate per hour plus transportation costs. No further Inspection,■ shall be scheduled until this charge ho■ been paid and received by the Owner. Port GENE"AL 1.01 SECTION INCLUDES A. 90 do'Y maintenance. 8. Weeding. C. Fertll1zctlon. SECTl'ON 021170 LA'fllDSCAPE MAINTENANCE 1.02 RELATED WORK SPEClflED IN Ol'HER SECTIONS A. Section 02811 -Landscape lrrl9atlo1n. B. Section 02950 Landscape P1ontl11g. C. Section 02520 1.03 QUALITY ASSURANCE Portl'ond Cement Concrete Paving. A. Provide services by on 8'!1perleneed lcndllcaplng maintenance company. 1.04 MAINTENANCE PERIOD A. Continuously maintain oil •lte areas Involved In this contract during the progress of work and during the maintenance period until final acceptance of the W?rk by City. Improper maintenance or possible poor condition of the proJect at the ter~1natlon of the scheduled maintenance period may cou ■e postponement of the final completion dote of the Contract at no additional cost to Owner. Continue maintenance until acceptable to the Owner. 8. Provide sufficient numbers af workers and adequate equipment to perform work during maintenance period. APPROVED FOR PLANTING AND CONTINUED ON NEXT SHEET IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILr REVISIONS MUST BE APPROVED l!IY PUl!ILIC HEAL TH ENGINEER, ASST, PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLBBAD PLANNING DEPAPrTMENT CONSTRUCTION SPECIFICATIONS FOR: R I D G E LANDSCAPE ARCHITECTS 7M Rain1reG Drive, Suite 300 Carlsbad, CA 92C09 Tel 760 4381002 Fax: 760 4381155 www.tidgela.com R.C.E. _____ _ REVIEWED BY: INSPECTOR DATE R.C.E. ______ _ DATE BY DESCRIPTION APl"1 C DATE REVISIONB I I i I APPROVED FARADAY SPECTRUM C.R.C. LOTS 3 & 4 ASSISTANT Pl.ANN ING OIRECTOII DATE Dw:n ma NO. DWN IY .... 0.aCT ND. 11 CHl<D BY Rll FIELD IY MS03-09 4253L CMWD# L7.3 I I SECTION 02970 LANDSCAPE MAINTENANCE (cont'd.) C. MalnhnQnce period doeo not •tart until ell elements of construction, plantin<;, and irrlgaUon for th•• complete project are In accordonce with the contract documents for this project. D. RequHt c11 Inspection to begin maintenance period ofter all planting and related work hos been completed In accordance with contract documents. Maintenance period commences as described in written notlflcotlon by the Owner. E. Prior to commencement of maintenance period, ensure that oll ground covers and !own areas have been planted and that all lawn areas show on even, healthy stand of grass seedlings or sad, gross having been mown twice. F. Any day or daye that there I• follure to properly molhtaln plantings. replace 1ultable planh, perform weed control or maintain hardocape areas will not be credited as port of the 90 dayo maintenance. The project will not be segmented Into maintenance phases. G. Keep paved arsoe free of slit, dirt, leaves and other planting area debris. Maintain these areas at least broom clean through the duration of the maintenance period, cleaning no less often th an once per week. 1.05 GUARANTEE AND REPLACEMENT A. Guarantee: Guarantee plcnt material against any and all poor, ir,odequote or inferior materials and workmanship for o"1e J19ar. Replace plants found to be deed or in poor condition due to faulty materials or workmanship, at no extra cost to Owner. B. Replacement: Repl,a,ce materials fciund to be dead, missing or In poor condition during the maintenance period immediately. The Architect is the sole judge of the acceptability of condition. Make replacements of materials within 15 days after condition develops or written notification from Architect has been aent. Architect hos the right to make emergency repairs without releasing Contractor's gu<>rantee and warranty to Architect. 1.06 INSPECTIONS A. Request normal progreu lnspectl011 at least 72 hours In advonce of an ontlc1pated ln1pectl011. 1,napections ore as followe: 1. Immediately prior to commencement of this maintenance work. 2. Completion of first 90 doy maintenance period. 3. Final acceptance. 1.07 PROJECT FINAL ACCEPTANCE A. Prior to date of final lnopoctlon, acquire approved reproducible prints and flnolly record from the job record set, all change• made during construction and deliver them to Architect. B. Deliver guarantees to Architect. Part 2 PRODUCTS 2.01 MATERIALS A. Ensure that all materials conform lo other sections of these specifications for planting and Irrigation, and as acceptable to Architect. B. Provide monthly record of oll herbicides, Insecticides and disease cctmtrol chemicals used on site. Port 3 EXE CU T1'0N 3.01 MAINTENANCE A. Weed and cultivate all orecs ot Interval• of not more than 10 days. El. Perform watering, mawing, rotllng, edging, trimming, fertlllzatlon, ■pro;4ng, pest control, and cleaning as mc:,y be required. C. Street gutters and curb• ore to be Included. D. Maintain adequate protection for people and property, and be flnonciolly responsible for damages and Injuries. Notify the Architect Immediately should damage occur as a result of maintenance operations and pro~lde repair or remuneration. E. Between the 15th and 20th calendar day of the mointena•nce period, reseed or resod all spots or c:,reos within the lawn where nomn~I turf growth Is not evident. 3.02 fflEE ANO SHRUB CARE A. Waterln1g: Malnta,!n o large enough water basin on1,und plant■ 10 that enough water con be applied to establish moisture through the major root zone. When hand watering, use a water wand to break force of water. B. Pruning: 1. Prior to ony pruning, obtain written approval from the Architect to proceed. 2. Trees: a. Propose tree pruning to tlie Arc•hltect should tnere be health or structural reasons for doing so, Including the need to eliminate diseased or damaged growth, ellmlncte structurally unsound growth, reduce potential for wind toppling or wind damage, or maintain growth within limited space. b. If requested by the City provide pruning for aesthetic enhancement according to "pruning" by Sunset Book■. c. Major pirunlng of deciduous treet •hall be during their dormant season. 3. Shrubs: a. The objectives of shrub pruning are the oome as for trew. Do not clip shrubs into balled or boxed forms unlees auch is required by the design. b. Make pruning cuts to lateral branche• or buds or flush with trunk. Stubbing will not be permitted. C. Staking and guying: Ensure that 1takes, and guys remain In place through acceptance and monitor to prevent girdling of trunks or brdnches and to prevent rubbing that causes bark wounds. All nursery stakes shall be remoV11d. D. Weed control: Keep all areas free of weed•. Use recommended legally approved herbicides. Avoid frequent soil cultivation that destroyo shallow roots. Use mulches per specifications to help prevent weed seed germination. E. lnoect and disease contr~: f.olalnto1n a reasonable contr~ with opproved materials. F. Fertlllze 01 specified by the agronomic soils testing recommendations ond as follows for bid purposes: 1. Commencement of mclntenonc■ period -6 pounds per 1,000 square feet with top dress fertilizer. 2. At end of first 30 days of maintenance period -6 pounds per 1,000 square feet with top dre"" fertilizer. 3. At end of maintenance period ond at .30 day Intervals should maintenance period be extended for any rea•on -6 pounds per 1,000 equore feet with fertilizer mix. 4. Avoid applylng fertilizer to the root bell and base of main stem; rather, spread evenly under plant to drip line. Rate• will very from about a cup of nltrote fertilizer (depending upon nitrogen percentage) around a newly installed small plant to about 1/2 pound of actual nitrogen per inch of truck diameter measured four feet from the ground for mature trees. I I G. Replacement of plants: Replace dead, dying end missing plants with plants of a size, condition end variety acceptable to the Architect at no additional cost to the Owner. 3.03 GROUNDCOVER CARE A. Weed control: Control weeds, preferably with pre-emergent herbicides, but also by hand or with selective syotemlc herbicides. Hoe weeds as little cs possible since this may rosult in plant damage. B. Watering: Water enough that moisture penetrates throughout root zone and only cs frequently ca Is necessary to maintain healthy growth. C. Trash: Remove oe It accumulates, but no less often than weekly. D. Edging and trimming: Edge ground cover to keep In bounds. E. Replace dead and missing plants at no additional cost to the Owner. 3,04 LAWN AND TURF CARE A. Turf must be well-established prior to final acceptance. B. Watering: Water l<1wns ct such frequency cs weather conditions required to replenish soil moloture below root zone. C. Weed control: If needed, control broad leaf weeds with selective herbicides. D. Mowing: 1. Perform mowing at such times of the day or week as may be requested by the Owner so cs not to impede the Owner's operations. Mowing times may be at times other than normal working hour, or doyo. Perfomn work at Owner's convenience at no oddltioncl cost to the Owner. 2. Clean up gron clippings during and ofter mowing, and remove legally from site. Use af blowing-type equipment In lieu of sweeping or vacuuming is not acceptable. E. Renovating: 1. If required, remove thatch by verticuttlng,preferobly in the Fall of the Jl")Or, but otherwise In the Spring. At this time, fertilize with nitrate and over-seed If needed. Over-seeding must precede pre-emergent herbicides by at least 4 to 6 weeks. Normally, this means that lawns which have been invaded by crabgrass would be renovated and over-seeded in the F"all ond treated for crabgrass control in the following late Winter. 2. Clean up groH clippings during and after mowing, and remove legally from site. Use of blowing-type equipment in lieu of sweeping or vacuuming is not acceptable. 3.05 IRRIGATION SYSTEM A. Inspection: Cheek all systems for proper operation. Lateral lines must be flushed out ofter removing the last sprinkler heed or two at each end of the lateral. Adjust heeds as necessary for unimpeded coverage and no overspray. B. Controllers: Set ond program automatic controllers for seasonal water requirements. Give Owner a key to controllers end Instruction on how to turn off system in cooe of emergency cs specified in other sections of these specifications. C. Repair oil damages to irrigation syotem at no additional cost to tho Owner. Make oil repairs within one watering period. Port 1 GENERAL 1.01 WORK INCLUDED A. Palm tn,e1. 8. Pruning. C. Removals, backfill. D. Maintenance. 1.02 RELATED WORK END OF SECTION SECTION 02955 PALM TREE PLANTING AND MAINTENANCE A. Section 02B11 -Landscape Irrigation B. Section 02950 C. Section 02970 1.03 QUALITY ASSURANCE Londocape Planting Landscape Maintenance A. Source Quality Control: 1. Submit documentation to landscape architect at least 60 doyo prior to planting that all plant materials ore ovcilable. Contractor is responsible for oil palm tree materials listed on plant list. Substitutions due to unavallobillty must be requested In writing prior to confirmation of ordering. All materials ore subject to Inspection by Landscape Architect at any time ofter conflmnation of ordering. 2. Plants ore subject to observation and approval of Landscape Architect ct place of growth. 1.04 GUARANTEE A. Newly planted palm trees shall be guaranteed against any and all poor, inadequate, or Inferior plant materials and workmanship for two years following planting and acceptance by Owner. Contractor is to review the on-going maintenance during this two-year period including watering and de-watering and Is to notify owner and landscape architect in writing of ony problems. B. During the guarantee period, any mcterlol found deed or not in c satisfactory growth condition shall be removed from the site. C. These trees and disturbed improvements shall be replaced at no added expense to the Owner, with the some variety ond size cs originally designated. Palms and oil disturbed areas shall be guaranteed for two years from time of planting and re-planting to the sotisfoction of the Owner. 3. The palm expert shall be approved In advance by Owner's authorized representative. 4. All palms will be observed by the Landscape Architect for height, girth, and overall form in meeting design intent. Said observation and approval does not constitute a review of the palm's health, vigor, and required health-free state, for which the Contractor Is solely responsible. 5. The Landscape Architect may opt to either visit the tree nursery or review photographs submitted by the Contractor. In either case visit the nuroery and select trees conforming to specification prior to review by the Landscape Architect. Should tree not meet specification at the time of review in person by the Landscape Architect, the Contractor may be required to reimburse the Owner at the Consultant's current billing rate. 6. Observations are cs follows: Obsocvgtion Palm Ire, Export Owner's R1oce1antctiY1 Observation of trees at source Observation of planting locations on site prior to digging pits Observations of palm on site prior to planting for verification of conformance to plans and specifications Observation of condition of equipment and typical planting operations (1st planted palm) Pre-mointenonce observation observation at end of maintenance period B. Permits X 1. Provide all necessary permits at no oddltionol costs to Owner. 1.06 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS X X X X A. Exercise extreme care in excavating planting or working near existing utilities or Irrigation syotems. B. Be responsible for damages to utilities which are caused by work operations or neglect. C. Check utility drawings and as-built plans for utility and Irrigation locations. D. Replace all plant materials disturbed by excavation or planting. Plant-pit area where palm tree will be replaced will not require replanting. After tree is In place, blend planting of groundcover or turf with existing. 1.07 JOB CONDITIONS A. Perform actual planting only when weather and soil conditions are suitable In <lccordonco with locally accepted practice. B. Do not plant palm between October 31 and April 1, unless the approvl!ld palm expert provides written recommendation to do so, and unless this recommendation is approved In advance by the Owner. 1.0B SAMPLES AND TESTS A. Londscope Architect reserves the right to take and onolyre samples of materials for conformity to specifications at any reasonable time. B. Provide samples upon request by Landscape Architect. - C. Rejected materials shall be Immediately removed from the site at Contractor's expense. D. Cost of testing of materials not meeting specifications shall be paid by Contractor. Port 2 PRODUCTS 2.01 PALM TREE DESIGN STANDARDS A. All palm trees ore __ to be of uniform quality and oppeoronce, matching representative sample approved by Landscape Architect. B. Trunk condition shall be free of any scarring or blemishes. Contractor to clean trunk and form pineapple per specifications. C. Brown trunk height shall be per drawings. D. Trunk diameter per heights stipulated in the drawings shell not vary more thaM 25 percent. 2.02 PALM BACl<F"ILL SOIL A. Backfill mix shell consist af washed concrete sand, and slit plus cloy content cf !his soil shall not exceed 20% by weight with o minimum 95% passing the 2.0 mllllmeter sieve. The sodium absorption ratio (SAR) shell not exceed 6 end the electrical conductivity (ECE) af the saturation extract of this soil shall not exceed 3.0 millimhos per centimeter at 25 centigrade. The Boron content of this sand shell be no greeter than 1 pm as measured on the saturation extract. In order to Insure conformance, submit samples of the Import sand to the soils laboratory for cnalyols prior to backfilling and submit report to Owner's representative. 2.03 FERTILIZER A. After 14 dayo, compound should mix: then monthly, spray the frond (foliar drench) with the following mixture. No exceed its recommended rate. The following rates ore for a 100 gallon tonk 1. Kocide* 101 w.p. (3/4 lb.) or Manzote•• -1 qt. / 100 gallons. 2. W.R. Grace's Minor -Gro (1/2 cup) 3. Hydrated urea (5 cups or 2-1/2 lbs.) 4. Spreader Sticker -B oz. "Basic H" 5. 1 lb. Benlote / 100 gallons of water 6. Option: Add o general Insecticide to prevent insect larva Infestation. (We have dropped the insecticide in our mix due to the increased environmental end health risks.) All rotes ore recommendations only. Do not exceed label directions. Be sure to fallow all label instructions. B. Fertilizer will not be used ct time of planting. After four weeks, use c light application of "Wood Ace Palm Special" available from W.D. Young, (619) 347-7906, approximately 6 lb. Nitrogen per tree lightly cultivated into the soil. Part 3 EXECUTION 3.01 PALM TREE SOURCE AND PREP.,,RAllON FOR P'LANTING A. Obtain source of palms for Inspection and approval by Palm Tree E,pert a,nd Londoccpe Architect. B. Submit documentation end p,ermits (if required) that the source of p<1lm trees Is approved. Obtain palms from an approved •ource and replace or repair damage from palm tree removal. C. Pa'lms collected for planting 1holl be grown under climatic condition• similar to thooe in locality of project. D. Po•lms shall be inspected by the f'alm Tree Expert ta Include health, delrondlng, t)'l,ng and palm removal. Any palms rendered unaufta~le for planting becau•~ of this inspection shall not be used. Relnspection of suitable p,o!ms will be at the Contractor• e,pen:se. E. All palm• must be tagged, Inspected, and approved by the Palm Tree Expert end by the Landscape Architect for planting prior to shipment end Installation. F. Defrondlng end T;4ng: 1. In preparing palm trees ~r r111,acatlon, Cl'II dead frond• shall be removed and the entire trunk diamond cut clean to the height of green fronds. Care shall be token to prevent Injury to the trunk of the tree. Green fronds below a horizontal i>O•ltlon shall be neatly cut off leaving o 4 inch stub. 2. All remaining fronds above horizontal shall be lifted up and tied together around Ute crown in on upright pooltlon. Due caution shall be taken not to bind or Injure the crown. A lightweight rope or cord not less than 1 /4-Inch In diameter shall be used in tying up the fronds; wire wlll not be permitted. After t;4ng, the tips of the fronds shall be hedged off above the crown oppro><lmately 1/.3 to 1/2 of the frond length. Defrondlng and tying work shall be completed prior •ta digging th ■ rootball. Submit documentation that palm• hove been reviewed by the Polm Tree E1<pert and that they ore disease free. G. Digging the Rootboll: 1. When digging out the rootball, no exeavotlo,n shell be done closer than 24 Inches to the trunk ot ground level and the 1,ccovatlon shall extend below the major root syet■m to a minimum depth of 6 feet. The bottom of the rootbcll •hall be cu,t off square ond perpendicular to the trunk below the major root syotem. Under no conditions shall the Contractor cut down the size af the rootboll In width or depth. 2. The Contractor shall not freefall, dreg, roll,, or abuse the tree or put a strain an the crown ct any time. A protective device shall be uaed around the trunk of the tree while lifting and relocating ■a as not to 1car or skin the trunk in any way. This device shell consist of either a rubb•r or leather sling mode out of timbers s:ufflclently sized to withstand cable/choker 1>res1ure. At no time will trees be belled out and laid on the ground with rootball left exposed ta direct sunlight and air. The rootball ,shall be kept molal and shaded at all times. 3. Palms shall not be stockpRed for replontlng. 3.02 PLANTING OF PALMS A. E,covatlon for planting shell Include the ■tripping and stacking of ell acceptable topsoil encountered within the areas tc be e•cavated fer the tree holes. B. Excess soil generated frorn the planting holee and not used 01 bockfill or In establishing the final grades shall be removed lrom the alte. C. Protect aH areas from e•casaive compacting when trucking plants or other materiel to the planting site. D. Center palm in pit or trench; allgn with ot1'1er palms. E. Set polm plumb and hold rigidly In position until sand has ~ee,, watered In around root1. The sand needs to be washed Into vald•s oroond roots to achieve o geed Interface. F. All exoovoted holes shall ho'v■ vertlccil aides with roughened surfaces and lhoH be of a size that Is twice the diameter end 2'4-Inch minimum to 4 foot mo•lmum deeper In the ground than the palms originally stood. H. Roat-growth stimulant lllhotl be ap,"lled wtten the backflllin~ Is between 1/2 to 2/3 up the rootboll. Application rote shall be one ounce of "B<1slc H" and 2 tablespoons. of "Stem" In o 5 gallon bucket of water. Stimulant ehall be poured full strength equally distributed around the rootboll, and watered in thoroughly. 3.03 CLEANUF' A. Following planting work, oil remaining •~covatlon ahall be backfllled and compacted In accordance with the requlrement1 of tl'1e Londscope Architect. Burying of debris in holes will not be permitted. All e><ceos soil and debris from the relacotlon work shall be disposed of off the site by the Contractor. This site shall be left neat and clean to the sotlsfoctlon of the Owner. 3.04 MAINTENANCE A. Be responsible for maintenance and guarantee of all Installed new palms and ••leting palms to the satlsfoctlon of the Owner. 1. Mainten<1nce will include, sproyln'il management to Include soil probing tree pruning. to control or prevent disease and weekly water ond maintenance of sump clean-out pipe and palm 2. Pru,nlng shall be done with reciprocal 1aw1 (chain saws wlll not be ollowed). 3. Sow blades will be sterilized between each tree with 50,C household bleach and for five minutes. 50,C water 4. Pru,nlng will be done to r'll<llntotn a neat appearance ae approved by the Lond•eap ■ Architect. 5. Propo•ed pruning schedule la to be submitted to the Landscape Architect for approval. B. The spring after planting, lo•o11en but do not fully remove rope around fronds. Fully remove rope at end of summer, 60 dayo after planting. ENO OF SECTION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. D. Contractor is to notify landscape architect and o~w~n~e~r~i~n.::w~rl~ti~n~g.::w~h~•n~t~h~e;.,:t~w~o■-~ye=ar-,---------------------"""!--------------------,,--------------------------i!!'!!!!~!!!!\'~!!!!!""':~~~~~~~~~~~~!!!!!7r'ii:~~il guarantee period is completed. I~ &H1■5u I CITY OF CARLSBAD -•111ff6 "'AS 8 u I Lr REVISIONS MUST IBE APPROVED lllY PUBLIC HEAL TH ENGINEER. ....M■NT 1.05 OBSERVATIONS AND PERMITS ASST. PL.ANNINO DIRECTOR AND DISTRICT ENGINEER PRIOR TO PLANNING DEPAn 1 A. Observation 1. Notify Owner's representative minimum of 72 hours in advance of observations to schedule required inspections. 2. All palms are to be inspected by a palm expert for disease prior to their preparation for removal from growing site. Contact, schedule "and poy for this Inspection at no extra cost to the Owner. The inspection will take place from ground level with field glosses. If disease Is suspected provide a man lift for closer inspection at no extra cost to the Owner. 1J>.1'DSC4p~ JamH J. Ridge Lie. #2809 (Signature) R I D G E lANDSCAPE ARCHITECTS 755 Rain tree Drive, Suite 300 Cartsbad, CA 92009 Tel 760 438 1002 Fax 7604381155 www.ridgela.com IMPLEMENTATION IN FIELD. DATE R.C.E. ------R.C.E. ______ _ REVIEWED BY: DATE BY INSPECTOR DATE ' . ' DESCRIPTION APP'D REV1810N8 ! I CONSTRUCTION SPECIFICATIONS FOR: FARADAY SPECTRUM C.R.C. LOTS 3 &4 ASSISTANT PLANNING DIRECTOR OWN EIY J CHKD BY RS rlELD 11'1' CMWD# Pl'IOJIICT NO. 11 MS 03-09 DIIAWINII NO. 4253L L7.4