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HomeMy WebLinkAboutDWG 449-2L; PIP 06-18; OPUS POINT LOT 11; 01-15DEPARTMENT OF ENVIRONMENTAL HEALTH RECYCLED WATER STANDARD PLAN NOTES 1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, QR RUNOFF. 3 BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND PDT ABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE OTAY WATER DISTRICT 7 ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATIER DISTRICT'S RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 9:00 P.M. TO 6:00 AM 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 UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 9:00 P.M. AND 6.00 AM. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES 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. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS 13. ON RECYCLED WATER SYSTEMS. ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC 1 SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 14. ALL IRRIGATION PIPES SHALL BE STENCILED 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 AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER. CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE 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. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES 17 IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 18 THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/ OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20 THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL BE CALLED OUT ON THE PLANS. 21 WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SH.~LL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW / CROSS-CONNECTION PROTECTION THE RECYCLED PURVEYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT IN CASE OF EMERGENCY CONTACT ELAN WALSHE AT 949-622-1950. OR AFTER HOURS CONTACT ELAN WALSHE AT 949-622-1950. 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND I OR DESIGNATED OUTDOOR EATING AREAS ON THIS SITE. 24. 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 DAIL y BASIS. 25. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER SEPARATION SHALL BE PROVIDED BY DISTANCE. CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. , 'S SIGNATURE REQUIRED ON SHEET 1 ONLY fi'D l RECYCLED WATER SYSTEM (PRIVATE) SIGNAGE NOTES OPUS POINT LOT 11 Carlsbad, California 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 8-112" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. SHEET TITLE RECYCLED WATER I TITLE SHEET CONSTRUCTION PLANS SHEET INDEX SHEET NUMBER 1 L0.0 2-3 L1.1-L1.2 GUIDELINES FOR RECYCLED WATER USE 1. 2 3. 4 5. 6. 7. IRRIGATE BET'WEEN THE HOURS OF 1000 PM AND 600 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. IRRIGATE IN A MANNER 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 TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION. .~□JUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE. POOL DECKS, PRIVATE PATIOS AND LOTS AND STREETS AND SIDEWALKS 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. 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 AND 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, AND "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 BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR 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 THE 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 AND 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 RESPONIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPA.RED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. - } □SCAPE ARCHITECT R.L.A. 2809 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) 438-1155 FAX 2809 MAY 31, 2009 OPUS WEST CCORPORATION 4350 LA JOLLA ViLLAGE DRIVE, SUITE 110 SAN DIEGO, CA 92121 858-546-4100 CARLSBAD MUNICIPAL WATER DISTRICT WILLIAM E PLUMMER. DISTRICT ENGINEER R.C.E. 28176 COUNTY OF SAN DIEGO .s:-1..7-fTJ DATE Department of Environmental Health -Land Use Division GLEN LEEKS Environmental Land Use Specialist Ill CONSTRUCTION DETAILS & NOTES IRRIGATION PLANS IRRIGATION LEGEND IRRIGATION DETAILS PLANTING PLANS PLANTING DETAILS & NOTES LANDSCAPE SPECIFICATIONS CITY OF CARLSBAD INSPECTION NOTES INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTAL$. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTIFICATION FORM." A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. PROJECT DATA "FINAL LANDSCAPE CERTIFICATION FORM" FAX TO: (7601944-8943 LANDSCAPE INSPECTION REQUEST PHONE LINE: {760) 602-4602 ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT WWW ci.carlsbad.ca.us/pdfdoc.html?pid=340 OR CALL (760) 438-2722. AS-BUil T PLAN REQUIREMENTS APN #221-881-04, 05 PIP #06-18 ADDRESS: OWNER: LANDSCAPE ARCHITECT: LIONSHEAD AVENUE OPUS WEST CORPORATION 4350 LA JOLLA VILLAGE, SUITE 110 SAN DIEGO. CA 92121 858-546-4100 RIDGE LANDSCAPE ARCHITECTS 755 RAINTREE DRIVE, SUITE 300 CARLSBAD, CA 92009 MARK MANIACI 760-438-1002 X23 4 5-6 7 8 9-10 11 12-15 L2.1 L3.1-L3.2 L4.1 L4 2 L5.1-L5.2 L6.1 L7.1-L7.4 KEYMAP CITY OF OCEANSIDE HIGHWA'!I PACIFIC OCEAN C\I NOTTO SCALE CITY OF ROAD BUSINESS PARK OR. UONSHEAD AV£.. . ,13 ~ AS-BUILT PLANS FOR ALL PROJECTS (BONDED AND NON-BONDED, PUBLIC AND PRIVATE) ARE REQUIRED TO BE SUBMITTIED TO THE CITY FOR REVIEW AND APPROVAL. THE CONTRACTOR SHALL PROVIDE COMPLETE AS-BUILT PLANS TO THE LANDSCAPE ARCHITECT AT THE COMPLETION OF THE LANDSCAPE INSTALLATION AS DESCRIBED IN SPECIFICATIONS SECTION 02811, PART 1.09A, "RECORD DRAWINGS." THE FINAL AS-BUILT PLANS SHALL BE PREPARED BY THE LANDSCAPE ARCHITECT FROM THESE AS-BUILT PLAN REDLINES PROVIDED BY THE CONTRACTOR. FINAL AS-BUil T PLANS SHALL BE DRAFTED CLEARLY BY THE LANDSCAPE ARCHITECT, TO THE SATISFACTION OF THE CITY, AND THE ORIGINAL MYLARS SHALL BE SUBMITTED TO THE CITY FOR THEIR KEEPING. CITY OF ENCINITAS VICINITY MAP NOTTO SCALE FINAL IRRIGATION AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL MYLARS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO PLANNING DEPARTMENT SIGNING THE PERMIT CARD. CROSSOVERS OF RCW~ AND PW MAIN. RC MAIN TO BE SLEEVED PER NOTE 16 THIS SHEET LEGEND SYMBOL DESCRIPTION ----PW-----PROPOSED POTABLE WATER SYSTEM --RW---EXISTING RECYCLED WATER SYSTIEM --RW--PROPOSED IRRIGATION SYSTEM MAINLINE i~~~~feE,r)>'lL>1// ;,· s . ½ ,' / ,,.//,/_// /., AREA OF RECYCLED WATER USE •$ LOCATION OF CONNECTION POINT(S) - METER AND BACKFLOW PREVENTION T "DO NOT DRINK" SIGN LOCATIONS TYPICAL SIGNS I, 'l 12" X 36' SIZE BLACK LOGO --PURPLE BACKGROUND / / 1" BLACK LETT,_:'RS (N. T.S.) 1 WARNING RECYCLED WATER DO NOT DRINK RECYCLED WATER S AFTER CONTACTING NOS DESPUES DE USAR .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 1" BLACK LEn·ERS 2" BLACK LETTERS In Order to Conserve Water.. RECYCLED WATER IN USE , DONOT ®NOTOME ~ €_ DRINK El AGUA ',NASH HANDS AFTER COtliTACT NG L~\/ESE SUS MA'iOS '.JESPCES DE US/\:;: 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS PROJECT MAP "AS BUILT" REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS" CITY OF CARLSBAD PLANNING DEPARTMENT II~ RECYCLED WATER TITLE SHEET R I D G E ~A~DSCA.PE t>.RGH I TEC'S R.C.E. _____ _ OP[J,.,-; POINT LOT I I LIONSHEAD AVENUE R.C.E. ______ f---+--+-----------------t------1:=:::::::::::::::::::====================: APPRO:'fD[ _ = 755 Raintree Drive, Suite 300 Carlsbad, CA 92009 Tel 750 438 1002 r:ax 7604381155 www.ridgela.com REVIEWED BY: INSPECTOR DATE BY DESCRIPTION APP'D DATE REVISIONS l't-i-' q. ~\,..ii_Q_ PLANNING DWN BY_-"'M~M~- CHKD BY __ R_S __ FIELD QY CMWD# PROJECT NO. PIP 06-18 DRAWING NO. DWG449-2L LO.O .f .... I P.A. I '. P.A.! ' I 'I :0 I 0,···-~ ~ ·0 /.I FOR ENTRY PLAZA ~ 'A' ENLARGEMENT, ~ SEE RIGHT -------- ----JI PA i i : 5' : PA ·-PA I!) ' J PA 4·' --·-- ________ _J @ I t- i I I t' I I I I I I I I I I 0 10 20 ... . . . . ' L ······-------~ ..... . --··-·---·- IP3r1~ • . " ! • :1'-6" §0-~ I'\ tv, I " r~ • TYP. - " r. ) PA PA : i t ; .~.J_ I 1--&-1 -··--·· .. "' I -~ 7 ; -=-,,-.-••• - I I I ©-./ I I ©--Ii I I I ! i ENTRY PLAZA 'A' ENLARGEMENT SCALE: 1"=10'-0" 40 60 ~~C4_P~ I James J. Rid e ,::-~\ ~1~) ~ ,;12:.:.JF___,:JC.LA!# R I D G E LANDSCAPE ARCHITECTS 755 Raintr&e Drive, Suite 300 Carlsbad, G.6> 92009 T ~ 760 438 1002 Fax 7604.381155 www.ridgeia.com 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 8. SHEET 4. © CONSTRUCT EXPANSION JOINT PER DETAIL B, SHEET 4 ® CONSTRUCT HANDICAP-ACCESSIBLE RAMP PER DETAIL C. SHEET 4. © FURNISH AND INSTALL TABLES AND BENCHES ® FURNISH AND INSTALL TRASH RECEPTACLES THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY CONCRETE CURB PER CIVIL ENGINEER'S SHEETS. AC. PAVING PER CIVIL ENGINEER"S SHEETS. STRIPING PER CIVIL ENGINEER'S SHEETS D FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS . E LIGHTING PER LIGHTING CONSULTANTS SHEETS . F TRANSFORMER PER ELECTRICAL ENGINEER"S SHEETS. @ TRASH ENCLOSURE PER ARCHITECT'S SHEETS. ® RAMP PER CIVIL ENGINEER"S SHEETS . COLOR AND FINISH SCHEDULE SYMBOL KEY DESCRIPTION PAVING: jP1j CONCRETE PAVING CONCRETE BANDING rn nm 1p31 CONCRETE PAVING SITE FURNISHINGS: COLOR/FINISH NATURAL GRAY. MED. BROOM FINISH NATURAL GRAY WITH LIGHT BROOM FINISH NATURAL GRAY WITH MEDIUM RETARDANT 3/B" AGGREGATE FINISH SAW CUT GRID PER PLAN COMMENTS BROOM STROKES PERPENDICULAR TO EDGE OF PAVING □ ~ TABLE QUICKCRETE PRODUCTS COLOR-FINISH/C1-T2 G § TABLE ADA COMPLIANT = ~ BENCH ~ ASH/TRASH RECEPTACLE (951) 737-6240 MODEL QR42FC QUICKCRETE PRODUCTS COLOR-FINISH/C1-T2 (951) 737-6240 MODEL QR42FC WHEELCHAIR-FRIENDLY QUICKCRETE PRODUCTS COLOR-FINISH/C1-T2 (951) 737-6240 MODEL Q2LS72B QUICKCRETE PRODUCTS COLOR-FINISH/C1-T2 (951) 737-6240 MODEL QR-2130WA E21-S-BLACK GRADING & DRAINAGE NOTES A. CROSS SLOPE OF SIDEWALK TO BE A MAX. OF 2%. B. SLOPE ALL HARDSCAPE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDING. C. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. SYMBOL LEGEND ------EXPANSION JOINT CONTROL JOINT P.A. TURF PLANTER AREA TURF AREA ' '"'"'"'"'" ,., .. .,,~,mmo•~-, •• •• LmHSI IMDAYl!NUE KEYMAP NOTTO SCALE FOR CONSTRUCTION DETAILS & NOTES -SEE SHEET L2.1 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS L?.1-7.4 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE R.C.E. ____ _ R.C.E. _____ _ REVIEWED BY, INSPECTOR DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING! DEPARTMENT LANDSCAPE CONSTRUCTION PLAN OPUS POINT LOT 11 LIONSHEAD A VENUE PLANNING f---+--!-----------------+--~I DWN BY MM DATE BY DESCRIPTION APP'D PROJECT NO. DAAWING NO. DWG449-2L CHKD BY RS FIELD BY REVISIONS PIP 06-18 CMWD# Lt1 I I I I I I J .. , . ' ---~ ·-~- I J --~~ -- ' P.A. I I I I I P.A. '----'--" \ \ !' \ PA \ ' ' /" \ ~~ FOR ENTRY PLAZA ~ :~~~~~~~EMENT, ©-"""1-"----',--+ 1 i i i . ! ! ;' ; t-t:,-1 7'7-:rcr-r+i: :~R ~ ~ 1lL ___ ,.. P.A. P.A. P.A. s· i I I .. C I PA P,AI PA f••• •-,,s-~v ' :·,:--••'. ' -' ' P3[1 -~\ P2[1 , ··:;. " -··-- .\\ ·,,, ' '••·· ... ,., \ ------- PA 16'-3" CONSTRUCTION LEGEND Q) CONSTRUCT CONCRETE PAVING PER DETAIL A, SHEET 4. ® CONSTRUCT TOOLED SCORE LINE PER DETAIL 8, SHEET 4. ® CONSTRUCT SAWCUT JOINT PER DETAIL B, SHEET 4. © CONSTRUCT EXPANSION JOINT PER DETAIL B, SHEET 4. ® CONSTRUCT HANDICAP-ACCESSIBLE RAMP PER DETAIL C. SHEET 4. ® FURNISH AND INSTALL TABLES AND BENCHES PA "Yr:: t. 1 '-6" ..,._,., PA sr- TYP. © FURNISH AND INSTALL TRASH RECEPTACLES ; ._, • I J. I:: ,~-r ' I ~ 7 ' --~- 3 . ,/ ©-__/ I --, -.... I l JPA PA I 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 FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS. LIGHTING PER LIGHTING CONSULTANT'S SHEETS. F TRANSFORMER PER ELECTRICAL ENGINEER'S SHEETS. ® TRASH ENCLOSURE PER ARCHITECT'S SHEETS ENTRY PLAZA 'B' ENLARGEMENT ~ §@ m-, ® RAMP PER CIVIL ENGINEER'S SHEETS. SCALE: 1"=10'-0" \ \ \' \ \ \ 'PA \ \ FOR EMPLOYEE PATIO 'B' ENLARGEMENT, SEE RIGHT '15:'.'<,.'v V'~ ti' ~) 0 Jam;;s J Ridge %),\ I ""' !~ , ,": I . ( ! l() 5' PA PA COLOR AND FINISH SCHEDULE SYMBOL KEY DESCRIPTION PAVING: jP1j CONCRETE PAVING CONCRETE BANDING 111111111 §J CONCRETE PAVING COLOR/FINISH NATURAL GRAY, MED. BROOM FINISH NATURAL GRAY WITH LIGHT BROOM FINISH NATURAL GRAY WITH MEDIUM RETARDANT COMMENTS BROOM STROKES PERPENDICULAR TO EDGE OF PAVING EMPLOYEE PA TIO 'A' ENLARGEMENT 318" AGGREGATE FINISH SAW CUT GRID PER PLAN SCALE: 1"=10'-0" "'- "'· \°· \ SITE FURNISHINGS; 0 ~ TABLE ~ ~ TABLE ADA COMPLIANT = ~ BENCH ~ ASH/TRASH RECEPTACLE QUICKCRETE PRODUCTS COLOR-FINISHIC1-T2 (951) 737-6240 MODEL QR42FC QUICKCRETE PRODUCTS COLOR-FINISHIC1-T2 (951) 737-6240 MODEL QR42FC WHEELCHAIR-FRIENDLY QUICKCRETE PRODUCTS COLOR-FINISHIC1-T2 (951) 737-6240 MODEL Q2LS72B QUICKCRETE PRODUCTS COLOR-FINISHIC1-T2 (951) 737-6240 MODEL QR-2130WA E21-S-BLACK GRADING & DRAINAGE NOTES ~~~~~\ ~_/ A. CROSS SLOPE OF SIDEWALK TO BE A MAX. OF 2%. B. SLOPE ALL HARDSCAPE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDING. C, VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. SYMBOL LEGEND ------EXPANSION JOINT CONTROL JOINT EMPLOYEE PATIO 'B' ENLARGEMENT P.A. TURF PLANTER AREA TURF AREA SCALE: 1"=10'-0" \ 0 10 20 40 60 FOR CONSTRUCTION DETAILS & NOTES -SEE SHEET L2.1 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS L7.1-L7.4 "AS BUILr DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH 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. ~II CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE CONSTRUCTION PLAN OPUS POINT LOT 11 LIONSHEAD A VENUE R i D G E LANDSC;PE ARCHITECTS R.C.E. ______ 1----!----1-----------------t------i ~"='='='::'c=::;::::::================~ 1------------------+---+-t------------------r---; APPROV R.C.E. ____ _ REVIEWED BY; ,fl/' C/\l~'i 755 Raintrae Drive. Suite 300 Carlsbad, CA 92009 11.: -q·, ~ \cir PLANNING ---Tel 7604381002 Fax 760 438 1155 www.ridgela.com INSPECTOR DATE BY DESCRIPTION DATE REVISIONS APP'D DWN fff_~M=M~- CHKD BY-Rc.cS~_ FIELD BY CMWD# PAOJECT NO. PIP 06-18 DFIAWING NO. DWG449-2L Lt2 CONSTRUCTION NOTES A. VISIT THE SITE PRIOR TO SUBMITTING BIOS. B. SUBMIT A UNIT COST FOR IMPORT SOIL IN-PLACE AND BE COMPLETELY AWARE OF THE AMOUNT OF SOIL NECESSARY TO REACH THE SATISFACTORY GROUND LEVEL. C. VERIFY ALL PROPERTY LINES OR OTHER LIMIT OF WORK LINES PRIOR TO COMMENCING WORK. D. REPAIR OR REPLACE ANY DAMAGE TO ADJACENT PROPERTIES, CURBS, WALKS, PLANTING, WALLS, ETC. AT NO ADDITIONAL COST TO THE OWNER. E. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS ANO ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. F. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. 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 LA TEST BUILDING CODE, AMERICANS WITH DISABILITIES ACT OF 1991, AND WITH OTHER CURRENT RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF THE WORK. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICTS BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS. I. LOCATIONS OF N.I.C. CONSTRUCTION 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. J. VERIFY ALL 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. BE RESPONSIBLE FOR COORDINATION BETWEEN SUBCONTRACTORS FOR PROPER AND TIMELY PLACEMENT OF SLEEVING, PIPING ANO I OR CONDUIT INSTALLATION UNDER OR THROUGH LANDSCAPE ELEMENTS. L. LANDSCAPE LIGHT FIXTURE LOCATIONS AS INDICATED ON THESE PLANS ARE APPROXIMATE. FINAL LOCATION TO BE VERIFIED BY LANDSCAPE ARCHITECT ON SITE. M. DO NOT SCALE DRAWINGS. N. PROVIDE A REPRESENTATIVE SAMPLE OF EACH PAINTED OR STAINED ELEMENT TO THE OWNER FOR REVIEW AND APPROVAL PRIOR TO APPLYING FINISH. REFER TO DETAILS AND SPECIFICATIONS FOR SPECIFIC SUBMITTAL REQUIREMENTS. 0. PROVIDE A 4'X4' SAMPLE OF EACH PAVING TYPE IN LOCATION SPECIFIED BY THE CITY FOR REVIEW AND APPROVAL BY THE OWNER PRIOR TO INSTALLATION. REFER TO SPECIFICATIONS. P. WHERE PAVING AND FINISH GRADE MEET, DEPRESS FINISH GRADE 1" IN TURF AREAS AND 1-1/2" IN GROUND GOVER/ SHRUB AREAS, UNLESS OTHERWISE INDICATED. Q_ FOR PROJECT WALKS DO NOT EXCEED A SLOPE OF 20:1 (5% GRADIENT) UNLESS OTHERWISE INDICATED. R. DO NOT EXCEED 2:1 SLOPE IN PLANTED AREAS. S. HANDICAP RAMPS ARE NOT TO EXCEED EXCEED 12:1 OR 8.33%, UNLESS OTHERWISE INDICATED. T. HOLD FINISH GRADE A MINIMUM OF 6" BELOW FINISH FLOOR, UNLESS OTHERWISE INDICATED. U. CONSTRUCT ALL CURVE TO CURVE AND TANGENT LINES TO BE NEAT, TRIM, SMOOTH AND UNIFORM. V. CONSTRUCT ALL CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI @28 DAYS, UNLESS OTHERWISE INDICATED. W. PROVIDE THE OWNER WITH ALL WARRANTIES, GUARANTEES, AND INSTRUCTION MANUALS FOR EQUIPMENT. APPLIANCES, FIXTURES, ETC. AS DESCRIBED IN THE SPECIFICATIONS. C z i 0:: ' ..J C? (.) ;,, "' 71 6'-0" 8.3% ~ I, 71 PLAN VIEW 1/10"-1'-0'' 2 ,® ,CD I 8.3% --_r.lAX """"-""""'~- o,, 6' 0 .,,_ .,,_ \ 4'-0" MIN 4'-0" MIN. CLR, PLAN VIEW 1/10"-1'-0" :r' -----11 w ci > w ~ 0. -;, ~ ' U) r,=r~~~m1-:,,.~===·;::~t:::o-=.::.:.:.::-t,~=1t-_:._-~_-_-;._-_-_-o-::.,:.....,-i(..-rT1"'_ 1o _, -4 . ~-1 I :-• , L-,-;'l....,,-)-....J--n m . w MIN. LEGEND: '---14 1. CONCRETE PAVING -REFER TO CONSTRUCTION PLAN FOR COLOR AND FINISH 2 #3 REBAR AT 18" O.C. EACH WAY. CENTERED IN SLAB 3. FINISH GRADE 4. 90% COMPACTED SUBGRADE -VERIFY W/ 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 WARNING GROOVES -SECTION 112'' = 1'' CROSS SECTION LEGEND· A CONCRETE PAVING 1. CONCRETE PAVING PER PLAN AND PER DETAIL A. THIS SHEET 2. EXPANSION JOINT PER DETAIL 8, THIS SHEET 3. 6" CURB 4. FINISH GRADE 5. A.G. PAVING PER PLAN 6. WARNING GROOVES -REFER TO ENLARGEMENT ABOVE 7. 90% COMPACTED SUBGRADE 118" t , ' 1 HANDICAP ACCESS RAMP A. CONTROL JOINT (SCORELINE) 4 4 B. EXPANSION JOINT C. COLD JOINT --® D. SAWCUT JOINT B CONCRETE JOINTS LEGEND: 1. 1/8" RADIUS EDGE 2. PAVING FINISH SURFACE PER PLAN 3. JOINT FILLER PER SPECIFICATIONS 4. BACKER ROD PER SPECIFICA llONS 5. TWO-PART POLYURETHANE SEALANT PER SPECIFICATIONS 6. 112" DIA. X 12" LONG STEEL DOWEL @24" O.C., PAPER WRAP ONE ENO NOTES: A. LOCATE JOINTS PER SPECIFICATIONS UNLESS OTHERWISE INDICATED ON PLAN B. SEALANT COLOR TO MATCH ADJACENT PAVING 314" IF PAVING LESS THAN 4" THICK 1" IF PAVING 4" THICK OR GREATER FOR LANDSCAPE CONSTRUCTION PLANS SEE SHEETS L 1.1-L 1.2 FOR LANDSCAPE SPECIFICATIONS SEE SHEETS L7.1 -L7.4. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. R I D G E LANDSCAPE ARCHITECTS 755 Raintme Drive, Suite 300 Carlsbad, CA 92009 Tel 760 438 1002 Fax 760 438 1155 wwwridge!a.corn "AS BUILr DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. ~II CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE CONSTRUCTION DETAILS R.C.E. _____ _ OPUS POINT LOT 11 LIONSFIEAD A VENUE R.C.E. ______ f---+-+----------------t-----1 ~=::==:::::::==================:; APPROVED ( .1L REVIEWED BY, DATE BY DESCRIPTION APP'D INSPECTOR DATE REVISIONS K,.:.( ... ~ 9--~\~]l_ PLANNING OWN av _ _.M,,,M:;:__ CHKD BY_~RS~- FlELO BY CMWD# PROJECT NO. PIP 06-18 {p-~·CJ1 DATE DRAWING NO. DWG449-2L L2.1 I I I .. \ \ ....... -... r, .. _\, . ' i ' I STREETSCAPE INSTALLED BY MASTER DEVELOPER PROPERTY LINE ' POC NUMBER LANDSCAPE IRRIGATION WATER ANALYSIS PROJJOC:f: Opus~ Raceway Lot 1 I lionshead Avenue Carlli bad, CA. Project ET o: 42.80 Ml\....'XIMLM APPLll:D W A:UR All..O\VANCil (GA.UDNS PFR Y8\R) JvfWA==(filo)x(0.8)}(Total Sq. Ft.)x(.62) 42.R X 0.8 X 32,39() X 0.62 ES TIMA.IlD Al"PLlED WA TFR l.8 ID: (Cr\UDNS P.l:R YEAR) 687,601 Gal./Yr E\VU={Efo):,qPlantFactur)xCHyt.lmZDne Sg. Fl.)x(.62) Ini.gation Efficiency H\1J.R.OZOl'-D# l. {Shrubs Ai't'.<1 v.>ith Sprny Head<i) 42.8 x 0.4 x 19,428 x 0.62 = 31 7.256 GaL/Yr 0.65 HYDROZO;',JE# 2: (Sh1ub Area \VithRutorHcads) 42.8 X 0.4 X 12,962 X 0.62 ---" 183,445 GalJYr 0.75 :\1A.Xll\·n.MAPP1JIDWATIRALLUWANCE: I 687,601 GalJYr 'IOTALhl-iTL'\iA.'IEDWATERUSE: I 500,701 Gal./Yr WATER PRESSURE CALCULATIONS 1 POC SIZE HYDRAULIC GRADE LINE 660 POC ELEVATION ELEVATION DIFFERENCE 257 STATIC WA1lER PRESSURE REMO1lE CONTROL VALVE# B5 REMOTE CONTROL VALVE SIZE RC.V. DEMAND (GPM) 28 TOTAL DEMAND (GPM\ HIGHEST HEAD ELEVATION 423 STATIC PRESSURE AT R.C.V. SIZE DESCRIPTION PSI LOSS 1-114" SERVICE LINE 0 4.0 1" WATER METER, ' [ 1 4,6 1-114" BACKFLOW PREVENTER ' l" 2 12.0 1-112" BASKETS TRAINER 3 3.0 2" BALL VALVES ' j 4 0.5 ' 1-112" MAS1lER CONTROL VALVE 5 1.0 2" 100 FEET OF MAINLINE: TYPE CLASS 315 6 1.3 1" REMO1lE CONTROL VALVE [ 8 3.1 10% LATERAL LINE LOSS i 9 4.0 10% FITTING LOSS i 10 3.3 0 FT. OF ELEVATION CHANGE (P .O.C. TO HIGHEST HEAD) 1 11 0.0 TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #11) ' 12 36.8 PRESSURE REQUIRED AT HEAD ' 13 40.0 ' TOTAL PRESSURE REQUIRED (SUM OF #12 AND# 13) 14 76.8 STATIC WATER PRESSURE (FROM ABOVE) ' 15 111.0 ' RESIDUAL PRESSURE (SUBTRACT# 14 FROM # 15) 16 34.2 SET PRV OR MCV AT(# 14 PLUS 10 PSI) 17 86.8 PRESSURE BOOST, IF REQUIRED (#14-1115 + 20 PSI) 18 0.0 NOTE: THESE SUGGESTED RUN TIMES ARE FOR REFERENCE ONLY. ACTUAL RUN TIMES MAY DIFFER DUE TO VARYING SITE CONDITIONS. CONTRACTOR SHALL ADJUST RUN TIMES AS REQUIRED TO PROVIDE APPROPRIATE WATER FOR EACH VALVE CIRCUIT. Lot 11 JAN FEB MAR APR MAY JUN JLA. AUG SEP Irrigation Schedule ! ETo/Mo 2.2 2.6 3.4 3.7 4.9 4.6 4.6 5.1 4.1 POC I Controller I A EToJDay 0.07 0.09 0.11 0.12 0.16 0.15 0.15 0.16 0.14 1" 403 111 H/2" 28 111 PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI OCT NOV DEC Total: 3.3 2.4 1.9 42.8 0.11 0.08 0.06 1 i , ... . ... -·-·~' -----~ ........... ····~-~'-"'" ........ "--~----_.-. . '' ··"·-.. ''"""""'·" ..... Type AKc I Pr Rate IE Shurb Spray ] 0.4 I 1.74 0.7 1.4 1.8 2.2 2.4 3.1 24 Qly, olValves Total Run Times 34 44 52 58 75 Shrub Rotors; ' I 0.4 I 0.5 0.8 4.3 5.6 6,6 7.4 9.5 4 IQly, of Valves Total Run limes 17 22 2B 30 38 ---j__ Total valves:--· ··10tAi:kutfr1Mes (HRS),, --ifs .. . ---~'"·'" .. -----•~-~- 28 i 1.1 1.3 1.5 1.9 -----..... liiN --FEB MAY . ' MAR APR ' ' """''" ·-----·-.. 3,0 2.9 73 70 9.2 B.9 37 38 -----------1.8 1.8 JUN JU.. ---- 3.2 2,7 2.1 1.6 1.2 7B 65 50 38 29 9.9 B.2 6.4 4.8 3.7 39 33 2B 19 15 ······---1.3 . 1.0 . 0:7 2.0 1.6 -----6cr floV DEC AUG SEP ;:::{~ BRINKERHQFF AND ASSOCIATES IRRIGATION CONSULTANTS 5017 LAKE CIRCLE RD FALLBRDOK. CA 92028 PH: 760-703-7108 Min/Day Total Min/Day Min/Day Total Min/Day -L---. NOTE A: POINT OF CONNECTION SHALL BE AN 1" RECYCLED WATER IRRIGATION METER WITH A 2" SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD. IMMEDIA1lELY 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 WA TIER PRESSURE 115 PSI 77PSI 29GPM 38PSI NOTE: IRRIGATION SYSTEM LAYOUT HAS BEEN DESIGNED TO ACCOMMODATE SHRUB HEDGES AND TO MINIMIZE SPRAY PATTERN DISTORTION OR BLOCKAGE FROM HEDGE ROWS. CONTRACTOR SHALL INSTALL SPRINKLERS IN FRONT OF HEDGE ROWS TO AVOID ANY DISTORTION OR BLOCKAGE FROM HEDGE ROWS AND ALSO TO PROVIDE ADEQUATE COVERAGE TO ALL PLANTER AREAS INCLUDING THE HEDGE ROWS. ALL LAYOUT SHALL BE CONFIRMED IN FIELD WITH OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE: MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY. ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18'' OFF ADJACENT HARDSCAPE AND O1lHER OBSTACLES TYP. NOTE: ALL SPRAY HEADS ADJACENT TO PARKING STALLS CURBS WITHIN CAR OVERHANG AREAS SHALL BE MODEL 1806-SAM 6" POP-UP SPRAY HEADS TO AVOID CAR OVERHANG INTERFERENCE. CONTRACTOR SHALL VERIFY ALL CAR OVERHANG AREAS THAT SHALL RECEIVE THE 1806-SAM SPRAY HEADS. NOTE: USE ADJUSTABLE ARC NOZZLES FOR ALL HEADS LOCATED It-I 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 1lHAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK, WHEN A 180 DEGREE ARC HEAD IS LOCATED WITHIN 3 FEET OF AN OBSTRUCTION THE CONTRACTOR SHALL INSTALL TWO 90 DEGREE ARC HEADS AND ADJUST TO AVOID THE OBSTRUCTION. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, PROPERTY LINES. DIMENSIONS, ETC. PRIOR TO BIDDING AND PRIOR TO COMMENCING WORK. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH ALL SITE CONDITIONS PRIOR TO BIDDING AND PRIOR TO COMMENCING WORK. NOTE: IRRIGATION SLEEVES SHOWN FOR MAJOR STREET AND DRIVEWAY CROSSINGS ARE FOR CLARITY ONLY. CONTRACTOR SHALL INSTALL SLEEVING BELOW ALL PAVING, HARDSCAPE, ETC. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. 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, VALVE 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 OWNER DIRECTED REVISIONS AT NOADDITIONALCOSTTOTHE 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. FIRE ZONES THE BUILDINGS ON 1lHE SITE EXCEED THE 60' SETBACK FROM THE BOTTOM OF THE SLOPE AND THERE FORE ARE NOT SUBJECT TO FIRE ZONE RESTRICTIONS PER CITY OF CARLSBAD FIRE DEPARTMENT, GREG RYAN. MAINTENANCE RESPONSIBILITY ALL PROJECT LANDSCAPE WILL BE MAINTAINED BY OWNER REFER TO STREETSCAPE IMPROVEMENT PLANS BY TESHIMA DESIGN GROUP FOR PROPOSED STREETSCAPE IRRIGATION AND PLANTING. CITY OF CARLSBAD LANDSCAPE IMPROVEMENT DRAWING #409-1L, ALL STREETSCAPE IS TO REMAIN UNDISTURBED UNLESS IT IS IN DIRECT CONFLICT WITH THE PROPOSED HARDSCAPE PLANS. KEYMAP ==~~='=·~~=~~;;:;::-< \ ·•ITflf'1Ti IT/P. ~~~) C ~ ''" s :_ ''h~ -. NOTTO SCALE FOR LANDSCAPE IRRIGATION LEGEND & NOTES -SEE SHEET L4.1 FOR LANDSCAPE IRRIGATION DETAILS -SEE SHEET L4.2 APPROVED FOR PLANTING AND ....t:, IRRIGATION ONLY, INCLUDING PRECISE ~ Smith Consulting Architects 12220 El Camino Real · Suite 200 San Diego California 92130 1858)793-4777 Fax 1858)793-4787 0 10 20 40 60 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS L7.1 -L7.4 LOCATION OF PLANTING AREAS. ~ R I D G E LANDSCAPE ARCHITECTS 755 Raintree Drive, Sui!e 300 Carlsbad, CA 92009 Tel 76043B1002 Fax 760 43B 1155 www,ridgela.com ·As BUILr I- -R=EV-1.:,.S'--IO=N,:-Sc..MC..U-ST.:c..::BE.:...AP--=P:::.R.:_O_VE_D_B_Y_P_U_B_LI_C_H_EA_L_T_H_E_N_G_IN-EE_R_, --.---1 ~5EET 11 21rrNIONf DCEPARARLTMSBENADT I I ~EE, s' a I ~..: ,..t""'-~JI ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO . r.....,. "' . IMPLEMENTATION IN FIELD. LANDSCAPE IRRIGATION AS-BUILT ~. -OPUS POINT LOT 11 '~ J«Ccr ~-kA, ,uo1 R,C.E. ----~--l---1--------------1----l:=::=:=:=~=L=l=O=N;:::S=H=E=A=D=A=V=E=N=U=E==~ APPROVED /1~ ( ~ _ ~t~ REVIEWli:D BY: PLANNING Y--l 1-~ f-OA.:.TE-=--LBCCY'-.L ______ _;:D::;E.::SC::cR.:;;IP_;:T.:,:10:;cN:_ ______ __JL.::•P.:.P...:"D~ DWN BY MM CHKD BY RS INSPECTOR DATE REVISIONS FIELD BY CMWD# PROJECT NO. PIP 06-18 DATE DRAWING! NO. DWG 449-2L L3.1 I ~I I-~ I Cl) ~I UJ ~I I 0 ii I I I I \ \J 755 Rainlree Drive, Suila 300 Carlsbad, CA !32009 T~ 760 4381002 Fax 7604381155 www.ridgela.com FIRE ZONES NOTE A: REFER TO LEGEND SHEET FOR EXACT MODEL# AND MANUFACTUERER FOR CONTROLLER ASSEMBLY INSTALLED IN A STAINLESS STEEL PEDESTAL ENCLOSURE AS PART OF CONTROLLER ASSEMBLY. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. CONTROLLER ASSEMBLY LOCATION NOTE: CONTROLLER LOCATION SHOWN ON THIS DRAWING IS APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT THE CONTROLLER LOCATION FOR REVIEW AND APPROVAL BY THE OWNER PRIOR TO INSTALLATION OF THIS EQUIPMENT. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ELECTRICAL CONNECTION FROM 120 VOLT POWER SOURCE TO THE CONTROLLER AND ALL WIRE CONNECTIONS FROM ALL VALVES AND APPURTENANCE VALVES TO TERMINAL STRIP. REFER TO ELECTRICAL ENGINEER'S DRAWING'S FOR POWER SOURCE. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL STATE AND NATIONAL ELECTRICAL CODES AND REGULATIONS. FINAL LOCATION AND EXACT POSITIONING OF THE CONTROLLER SHALL BE DETERMINE□ 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. NOTE: IRRIGATION SYSTEM LAYOUT HAS BEEN DESIGNED TO ACCOMMODATE SHRUB HEDGES AND TO MINIMIZE SPRAY PATTERN DISTORTION OR BLOCKAGE FROM HEDGE ROWS. CONTRACTOR SHALL INSTALL SPRINKLERS IN FRONT OF HEDGE ROWS TO AVOID A~ DISTORTION OR BLOCKAGE FROM HEDGE ROWS AND ALSO TO PROVIDE ADEQUATE COVERAGE TO ALL PLANTER AREAS INCLUDING THE HEDGE ROWS. ALL LAYOUT SHALL BE CONFIRMED IN FIELD WITH OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE: MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18' OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. NOTE: ALL SPRAY HEADS ADJACENT TO PARKING STALLS CURBS WITHIN CAR OVERHANG AREAS SHALL BE MODEL 1806-SAM 6'' POP-UP SPRAY HEADS TO AVOID CAR OVERHANG INTERFERENCE. CONTRACTOR SHALL VERIFY ALL CAR OVERHANG AREAS THAT SHALL RECEIVE THE 1806-SAM SPRAY HEADS. NOTE: USE ADJUSTABLE ARC NOZZLES FOR ALL HEADS LOCATED IN AREAS WHERE A STANDARD ARC PATTERN OVER SPRAYS ONTO BUILDINGS, WALLS OR PAVING. ADJUSTABLE ARC NOZZLE SHOULD HAVE THE SAME RADIUS OF THROW AS THE NOZZLE BEING REPLACED. NOTE: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. WHEN A 180 DEGREE ARC HEAD IS LOCATED WITHIN 3 FEET OF AN OBSTRUCTION THE CONTRACTOR SHALL INSTALL TWO 90 DEGREE ARC HEADS AND ADJUST TO AVOID THE OBSTRUCTION. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, PROPERTY LINES, DIMENSIONS, ETC. PRIOR TO BIDDING AND PRIOR TO COMMENCING WORK. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH ALL SITE CONDITIONS PRIOR TO BIDDING AND PRIOR TO COMMENCING WORK. NOTE: IRRIGATION SLEEVES SHOWN FOR MAJOR STREET AND DRIVEWAY CROSSINGS ARE FOR CLARITY ONLY. CONTRACTOR SHALL INSTALL SLEEVING BELOW ALL PAVING, HARDSCAPE, ETC. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. NOTE: ALL PIPING AND WIRE SHALL BE SLEEVED UNDER PAVING, ALL SLEEVES TO BE MINIMUM 2X DIAMETER OF PIPE SLEEVES. ALL MAINLINE SHALL BE ACCOMPAI\IED WITH A MINIMUM 2-INCH DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND MINIMUM 12 INCHES BEYOND PAVING. VALVE 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 AN□ 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. THE BUILDINGS ON THE SITE EXCEED THE 60' SETBACK FROM THE BOTTOM OF THE SLOPE AND THERE FORE ARE NOT SUBJECT TO FIRE ZONE RESTRICTIONS PER CITY OF CARLSBAD FIRE DEPARTMENT, GREG RYAN. MAINTENANCE RESPONSIBILITY ALL PROJECT LANDSCAPE WILL BE MAINl AINED BY OWNER. REFER TO STREETSCAPE IMPROVEMENT PLANS BY TESHIMA DESIGN GROUP FOR PROPOSED STREETSCAPE IRRIGATION AND PLANTING. CITY OF CARLSBAD LANDSCAPE IMPROVEMENT DRAWING #409-1 L. ALL STREETSCAPE IS TO REMAIN UNDISTURBED UNLESS IT IS IN DIRECT CONFLICT WITH THE PROPOSED HARDSCAPE PLANS. "'AS BUILr , , ·-·-·-··;:· ····-·-·"r : '-..Jr-rnt1rr-1, · ,_au~.:w~~!l I i-;J . -c_"f l~J-~ ~ : :~Hr L5.1 1m;m1:· ' ·-........... , ,,:;:~ ::: :,--J-.---111____... , .:JULLU.1.Lfu.,.1.1,"~ "'''''·"''·"'''·'·""'""'''"'"'''"··:·'\'· ... ~ _ . . . . . . ....... ,.-""-"'"'=',",".,O,~M,o,,.o•,u=,.-.-,•""'''•='-"'"•J'~k.,' APPROVED REVIEWED eY: ft-,&_ 6r-~--e>-=rr 4. rr ... ~ PLA.NNING DATE INSPECTOR REVISIONS OWN eY MM PROJECT NO. DRAWllfCll NO. APP'O RS CHKD SY PIP 06-18 DWG 449-2L FIELD SY <t\1, t,'f 1--DA_T __ E-'-'s .... Y...,_ _____ __::O.ccES::..:C:.cR.:clP-"Tl.c.ON"----------L=~..., DATE CMWD# L32 IRRIGATION NOTES 1 ALL LOCAL MUNICIPAL ANO STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TD THE OWNER'S AUTHORIZED REPRESENTATIVE. 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 6 THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT 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 CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY ANO STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 8 ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIC CONTROLLER IS 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 MAIN 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 WIRE UNDER PEDESTRIAN PAVING AREAS TO BE INSTALLED IN A PURPLE RECYCLED WATER PVC PIPE SCH. 40 SLEEVE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. ALL PIPE AND I OR WIRE UNDER VEHICLE PAVING AREAS TO BE INSTALLED IN A SCH. 80 SLEEVE THREE TIMES THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 11 ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER VALVES WITHIN 18" OF HARDSCAPE. 12 ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO. ADJUSTMENT OF CIFFUSER 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. 14 INSTALL POP-UP SPRINKLER ASSEMBLIES WITHIN RIGHT-OF-WAY AND ANY WHERE WITHIN 10-FEET OF ANY HARDSCAPE, TURF OR OTHER AREAS WHERE PEDESTRIAN TRAFFIC MAY OCCUR. 15 INSTALL CHECK VALVES AS NEEDED TO PREVENT LOW HEAD DRAINAGE. GUIDELINES FOR RECYCLED WATER USE The foHowing guidelines are intended to provide the basic parameters for the use of RECYCLED water ln landscape irrigation. To operate your system in compliance with these guidelines you must 1. lrligate between the hours of 10:00 p.m. and 6:00 a.m. only. Watering outside this time frame must be done manually with qualified supervisory personnel on- site. No system shall at any time be left unattended during use outside the normal schedule 2. Irrigate in a manner that will minimize runoff pooling and ponding. The application rate shall not exceed the infiltration rate of the soil. Timers must be adjusted so as to be compatible with the lowest soil infHtration rate present This procedure may be facilitated by the efficient scheduling of the automatic control ciock.s, (i.e. employing the repeat function to break up the total irrigation time into cycles that will promote maximum soil absorption). 3. Adjust spray heads to eliminate overspray into areas not under the control of the customer. For example, pool decks, private patios, streets and sidewalks. 4. Monitor and maintain the system to minimize equipment and material failure. Broken sprinkler heads, leaks, unreliable valves, etc., should be repaired as soon as they become apparent. 5. Educate all maintenance personnel, on a continuous basis, of the presence of RECYCLED water, and the fact that it is not approved for drinking purposes Given the high turnover rate of employees in the landscape industry, it is important that this information be disseminated on an almost dally basis. tt is you, the landscape con1ractor, who is responsible for educating each and every one of your employees. 6. Obtain prior approval for all proposed changes and modifications to any on~ site facilities. Such changes must be submitted to, and approved by, the District Engineering office and designed in accordance with District standards. Failure to comply with any or al! of the above guidelines puts your system in violation Of the District's Rules and Regulations and will result in termination of service until the appropriate corrective steps have been taken. ;::{'~ BRINKERH<iilFF RECYCLED WATER PLAN NOTES 1. All work shall be done in acco(dance with the City of Carlsbad's Rules and Regulations, 2. Drinking water fountains and designated outdoor eating areas shall be protected against contact with recycled water spray, mist or runoff 3. Best management practices shall be used to eliminate or control to the best possible; ponding, rurr-off, over-spray and misting. 4. Hose bibbs are strictly prohibited. 5. Cross -connections between recycled water lines and potable water lines are strict!y prohibited 6. No substitutions of pipe materials will be allowed without prior approval of the City of Carlsbad. 7. AU mainline pipe shall have warning tape per the City of Carlsbad's Rules and Regulations. 8. Hours for irrigation with recycled water are from 10:00 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 under the supelVision of the designated user supervisor. Irrigation with water of a lesser 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 and p1pe shall meet the City of Carlsbad's Rules 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. Recycled water quick coupling valves shall be of a type designed for use on recycled water distribution systems per the City of Carlsbad's Rules and Regulations. 13. All appurtenances (sprinkler heads, valve boxes, etc.) on recycled water systems shall be color-coded purple per AWWA guidelines and Section 116815 of the California Health and Safety Code 14. All irrigation pipe shall be stenciled with the warning "Non-Potable or Recycled Water", color coded (purple) and laid with the warning tape and stenciling oriented toward the top of the trench per the City of Carlsbad's Rules and Regulations. 15. On new on-site systems (post meter), potable water, constant pressure recycled water and sewer lines shall be placed a minimum of four feet apart or as directed by the project engineer and/or regulatory agency. Mearsurements shall be between facing surfaces, not pipe center lines. 16. Constant pressure recycled water lines shall cross at least twelve inches below potable water lines and maintain at least twelve inches crossing separation between other utilities. 17. If a constant pressure recycled water line sh8'1 be installed above a potable water line or !ess than twelve inches be!ow a potabie water line, then the recyded 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 the San Diego County Department of Environmental Health pnor to any use of recycled water. 19. The required cross~connection inspection shall be done by either the Carlsbad Water District and/or 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 water "Do Not Drink" signs shall be placed as directed by the City. 21. A physical separation shall be provided between adjacent areas irrigated with recycled water and potable water. Separation shall be provided by distance, concrete mow strips or other approved methods. 22. All pressure mainline pipe from the recycled water system shall be installed to maintain a 1 o foot minimum horizontal separation from all potable water pipe. Where recycled and potable water pressure mainline pipe cross, the recycled wa1er pipe shat! be installed below 1he 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 dearance of 12 inches. 23. Contact the City's Office two days prior to the irrigation coverage test and arrange a walk through of the system. Failure to comply with any or all of the above guidelines puts your system in violation of the District's Rules and Regulations, and will result in termination of service until the appropriate corrective steps have been taken. WATER CONSERVATION NOTES THE FOLLOWING WATER CONSERVATION TECHNIQUES SHALL BE EMPLOYED IN THIS PROJECT • WATER CONSERVING PLANTS AND PLANTS NATIVE TO HOT, DRY SUMMERS TO BE UTILIZED IN 75 % OF THE TOTAL PLANTED AREA. • USE OF HYOROZONES WITH PLANTS GROUPED BASED UPON AMOUNT OF WATER NEEDED TO SUSTAIN THEM. • MULCH 3/4" • 1" SIZE UTILIZED IN THE LANDSCAPE; 3" DEPTH MIN. • SOIL AMENDMENTS UTILIZED TO IMPROVE WATER HOLDING CAPACITY OF SOIL • AUTOMATIC IRRIGATION SYSTEM ADJUSTED SEASONALLY AND WITH WATERING HOURS BETWEEN 10:00 P.M. AND 6:00 AM. • IRRIGATION SYSTEM DESIGNED TO WATER DIFFERENT AREAS OF THE LANDSCAPE BASED ON WATERING NEED. • IRRIGATION DESIGN SENSITIVE TO SLOPE FACTORS. • RAIN SENSORS USED IN CONJUNCTION WITH THE AUTOMATIC IRRIGATION SYSTEM. • RECOMMENDATIONS GIVEN FOR ANNUAL IRRIGATION SCHEDULE. • LANDSCAPE WATER USE CERTIFICATION WITH SUPPORTING DATA IN COMPLIANCE WITH STATE OF CALIFORNIA WATER EFFICIENCY ORDINANCE FOR APPROVAL SHALL BE SUBMITTED WITH LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL TO THE CITY. AN AUTOMATIC IRRIGATION SYSTEM WILL BE PROVIDED WITH ALL EQUIPMENT SUITABLE FOR THE USE OF RECYCLED WATER AND HEALTH DEPARTMENT REQUIREMENTS RELATIVE TO RECYCLED USE WILL APPLY TO THE PROJECT. AND ASSOCIATES !RRIGAT ION CONS'.JL :·ANTS 50~7 LAKC CIRCL:C RO FA.LLGROO!<., CA 9"2028 ~·~·.' '••,. • • ~ ~ . -< 0 , . ' . FOR LANDSCAPE IRRIGATION PLANS -SEE SHEETS L3, 1 & L3.2. FOR LANDSCAPE IRRIGATION LEGEND -SEE SHEET L4, 1. PH. 760-705-7108 1'"01,0 "" FOR LANDSCAPE IRRIGATION DETAILS -SEE SHEET L4,2. SYMBOL Q T H F MANUFACT. ... ...... .... RAIN BIRD ,. (') 0 e 0 RAIN BIRD C, " e • RAIN BIRD <-' " e • RAIN BIRD (') 0 e $ RAIN BIRD ,I:> ... -RAIN BIRD T RAIN BIRD G) @ CT> RAIN BIRD © @ @ RAIN BIRD @ P.O.C. Ill WILKINS IEI WILKINS ISi HAYWARD IS1I SUPERIOR [El RAIN MASTER -WATTS • RAINBIRD @ NELSON ~ RAIN MASTER w.c.s. l!lJ NIA AS APPROVED AS APPROVED AS APPROVED NO SYMBOL AS APPROVED NO SYMBOL 3M NO SYMBOL T. CHRISTY'S NO SYMBOL AS APPROVED NO SYMBOL AS APPROVED ® AS APPROVED ii"'"'l AS APPROVED AS APPROVED IRRIGATION MATERIAL LEGEND MODEL NO. I DESCRIPTION GPM 1812-SAM-PRS POP-UP SHRUB HEAD WI RAIN BIRD 5-Q/TIH NOZZLES WI N.P. CAP .20, .30, .40 1812-SAM-PRS POP-UP SHRUB HEAD WI RAIN BIRD 8-Q/T/H NOZZLES WI N.P. CAP .26, .35, .52, .1.05 1812-SAM-PRS POP-UP SHRUB HEAD WI RAIN BIRD 10-Q/f/HIF NOZZLES WI N.P. CAP .39, .52, .79, 1.57 1812-SAM-PRS POP-UP SHRUB HEAD WI RAIN BIRD 12-QIT/HIF NOZZLES WI N.P. CAP .65. 87, 1.3, 2.6 1812-SAM-PRS POP-UP SHRUB HEAD WI RAIN BIRD 15-Q/TIH/F NOZZLES WI N.P. CAP· .93, 1.23, 1.85, 3.70 1812-SAM-PRS 15EST/15SST/15CST POP-UP SHRUB HEAD WI N.P. CAP .61, 1.21, 1.21 1806-SAM-PRS POP-UP BUBBLER HEAD WI RAIN BIRD 5FB/5CST-PCS-040 NOZZLES, USE 5F-B NOZZLES FOR PLANTERS WIDER THAN 21/2', USE 5CST-B NOZZLES FOR PLANTERS LESS THAN 2112' WI N.P. CAP 1806-SAM POP-UP SHRUB HEAD WI RAIN BIRD 13-18 QIH/F ROTARY NOZZLE WI N.P. CAP 1806-SAM POP-UP SHRUB HEAD WI RAIN BIRD 17-24 QIH/F ROTARY NOZZLE WI N.P. CAP .40 .46, .92. 1.85 .87, 1.73, 3.46 1" RECYCLED WATER METER WITH AN 1-114" SERVICE LINE, VERIFY SIZE. PRESSURE AND LOCATION IN FIELD 975XLS SERIES, 1-114" REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY 500HLR 1-1/4" PRESSURE REGULATOR. INSTALLED AS PART OF BACKFLOWASSEMBLY MODEL #72 BASKET STRAINER. 1-112" SIZE, WITH FLANGED CONNECTIONS, AND 80 MESH FILTER ELEMENT 3200-R SERIES 1-112" NORMALLY CLOSED, RECYCLED WATER, MASTER CONTROL VALVE FS-150. 1-112' FLOW SENSOR. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND WIRE TO CONTROLLER B-6080-SS-SH FULL PORT BRONZE BALL VALVE, STAINLESS STEEL BALL, STEM AND HANDLE. SIZE PER MAINLINE SIZE PESB-R-NP-HAN (1" OR 1-112'1 SERIES, RECYCLED WATER, PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN 7645, 1" NON-POTABLE, QUICK COUPLER VALVE WITH PURPLE LOCKING COVER EAGLE RME30EG-SP, 30 STATION CONTROLLER ASSEMBLY. INSTALLED WITHIN A STAINLESS STEEL PEDESTAL ENCLOSURE. AS PART OF CONTROLLER ASSEMBLY RAIN SENSOR. RGIRG-VR, MOUNT TO REAR OF ENCLOSURE AND WIRE TO CONTROLLER, INSTALLED WITHIN A VANDAL RESISTANT ENCLOSURE 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD PURPLE RECYCLED WATER PVC PIPE 314" -1-112" SCH. 40 AS LATERAL LINES 12" BELOW GRADE PURPLE RECYCLED WATER PVC PIPE (1-112" SCHEDULE 40) (2" CLASS 315) AS MAINLINES 18" BELOW GRADE PURPLE RECYCLED WATER PVC PIPE SCH. 40 AS SLEEVING UNDER PEDESTRIAN PAVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. PVC PIPE SCH. 80 AS SLEEVING UNDER VEHICLE PAVING, THREE TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. LATERAL SLEEVE DEPTH UNDER VEHICLE PAVING= 36", LATERAL SLEEVE DEPTH UNDER PEDESTRIAN PAVING= 18", MAINLINE I WIRE SLEEVE DEPTH UNDER VEHICLE PAVING= 36", MAINLINE /WIRE SLEEVE DEPTH UNDER PEDESTRIAN PAVING= 18" IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L APPROVED) DBY DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS RECLAIMED WATER VALVE ID TAG INSTALL WITHIN EACH VALVE BOX TYP. ALL VALVE BOXES SHALL BE PURPLE COLOR CODED AND MARKED AS REQUIRED CONTROLLER SHALL HAVE RECLAIMED WATER PLACARDS INSTALLED AS REQUIRED RECYCLED WATER SIGNS, INSTALL QUANTITY AND LOCATIONS PER THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH REQUIREMENTS FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS PROPOSED ELECTRICAL TRANSFORMER PER ARCHITECT'S AND ELECTRICAL ENGINEER'S PLANS ' ALL EQUIPMENT SHALL COMPLY WITH THE CITY OF CARLSBAD WATER DISTRICT FOR RECYCLED WATER ~-----VALVE NUMBER w-GPM ~-----VALVE SIZE PSI RADIUS 30 5FT 30 8FT 30 10 FT 30 12 FT 30 15 FT 30 4X15 FT 4X30 FT 30 3 FT 40 16 FT 40 22FT DETAIL A A A A A A A A A NIA B B C D E F G,I HI J J NIA K K,O,P L K,L,M M NIA NIA J N NIA NIA APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE 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. ~II CITY OF CARLSBAD PLANNING DEPARTMENT R I D G E LANDSCAPE ARCHiTECTS 755 Raintree Drive, Suite 300 Carlsbad, CA 92009 Tel 7604381002 Fax 760 4381155 www.ridgela.com R.C,E, ------ REVIEWED BY: INSPECTOR DATE R.C.E. ______ _ DATE BY DATE DESCRIPTION APP'D REVISIONS LANDSCAPE IRRIGATION LEGEND OPUS POINT LOT 11 LIONSHEAD A VENUE DWN BY_--'!M,,,M,___ CHKO BY_.;.R;.::S __ PROJECT NO. PIP 06-18 DRAWING No. DWG 449-2L FIELD BY CMWD# L4.1 ~------112" ABOVE FINISHED GRADE IN TURF AREAS ~----PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN 'T' PURPLE COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "FS" ONTO LID, FLOW SENSOR, SEE LEGEND FOR SPECIFICATION FINISHED GRADE IN SHRUB AREAS 24" WIRE LOOP WITH WATER PROOF WIRE CONECTORS USE RED AND BLACK COLOR WIRES WITH STRIPE !![!!!!!l!!J.i:-1\!:~jJ±\j¥,---WARNING PLASTIC TAG "RECYCLED WATER -DO NOT DRINK" IN ENGLISH AND SPANISH PVC MAINLINE PIPE PER SPECISIFICATION 4"X6" BRICK SUPPORTS (4 RED.) '--------LANDSCAPE FABRIC '---------3/4" ROCK, 2 CUBIC FT. '-----------------PVC MAINLINE PIPE TO MASTER VALVE PER SPECS. AND PLAN, NOTE: INSTALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMMENDATIONS, WIRE TO IRRIGATION CONTROLLER USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN-STREAM SIDE OF THE FLOW SENSOR. SECTION V1EW NTS. ® FLOW SENSOR DUAL HYDRAULIC PISTONS SUPPORT LID OPEN CONTROLLER ENCLOSURE DIMENSIONS WHEN CLOSED: 38"H x 16"W x 15.S"D CONTROLLER STAINLESS STEEL 16" WIDE TOP-ENTRY CONTROLLER ENCLOSURE NEMA 3R RAINPROOF RATED WARNING SIGN "RECLAIMED WATER DO NOT DRINK" IN ENGLISH AND SPANISH POWER SWITCH ---✓ AND RECEPTACLE STAINLESS STEEL FLIP TOP LID, SHOWN IN OPEN POSITION RAIN SENSOR INSIDE A STAINLESS STEEL ENCLOSURE ----TERMINAL STRIP FOR .. ,. REMOTE CONTROL VAL VE WIRE CONNECTION ,---STAINLESS STEEL, U.L. LISTED, PREDRILLED, REMOVABLE ~i~~eimDsHi~i\NABLE FRONT 1" PVC ELECTRICAL SWEEP FOR FLOW SENSOR WIRES EPOXY SEALANT ONCRETE PAD AS PER CONTROLLER ENCLOSURE MANUFACTURER'S SPECS. -FINISH GRADE J,:;::~ '--'--l,-"lll , ·, JJ,,, JI 3" PVC ELECTRICAL SWEEP FOR ~~=::Jli• LOW VOLTAGE CONTROL WIRES "li--------1" PVC ELECTRICAL SWEEP FOR 110 VOLT POWER WIRES 1f-------3/4" X 96" COPPER GROUND ROD ~ CONNECT AS PER MANUFACTURER SECTION VIEW· NTS. 0 CONTROLLER @ ® METER BOX W/ METER----~ SIDEWALK----- CURB ---~ APPROX. 8" POT ABLE SERVICE LINE 24" 10' MIN. TO POTABLE MAINLINE IN STREET RECYCLED WATER IRRIGATION MAINLINE WI SLEEVE NOTE: 12"MIN, VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF POTABLE WATER LINE, INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK IWLL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. SECTION VIEW-N.T.S, POTABLE SERVICE LINE CROSSING STREETS POTABLE SERVICE LINE ---~ 3 5 FEET (SEE IMPROVEMENT DRAWINGS) \ 12" MINIMUM REQUIRED VERTICAL SEPARATION -----1 RECYCLED WATER IRRIGATION --------~ MAINLINE W/ SLEEVE NOTE: ALL RECYCLED WATER IRRIGATION PIPE AIND SLEEVES SHALL BE PURPLE AND LABLED AS SPECIFIED IN "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS" "CARLSBAD RELAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS", OCTOBER 1993 SECTIONVIEW-NTS. POT ABLE MAINLINE CROSSING 1 -----1/2" ABOVE FINISHED GRADE IN TURF AREAS ----PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN PURPLE COVER USE STAINLESS SOLT, 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. WARNING PLASTIC TAG "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH ,--FINISHED GRADE IN SHRUB AREAS _,L,' \\TlJll.Hie-ill" 'Ff---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 PIPE, SEE SPECS. ;><;J---4"X6" BRICK SUPPORTS (4 REQ.) '-------BRASS UNION '--------BRASS NIPPLE TYP. L, ________ LANDSCAPE FABRIC '----------3/4" ROCK, 2 CUBIC FT. PVC MAINLINE PURPLE PIPE FROM BACKFLOW PER SPECS. ® NOTE NOTE, USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE MASTER VALVE ASSEMBLY. SECTION VIEW -N.T .S. MASTER VALVE 1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE SERVICING VALVE. 2. SET RCV AIND VALVE BOX ASSEMBLY IN GROUND-COVER/SHRUB AREA WHERE POSSIBLE. 3. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. 4, AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOXES. 14"X19" RECTANGULAR VALVE BOX TYP .- -QUICK COUPLING VALVE BOX, TYP. 0 0 0 I ' I I 1/2" ABOVE FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX wnH BOLT DOWN T PURPLE COVER, USE STAINLESS BOLT, NUT, AND WASHER BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BS", "RECYCLED WATER" ONTO LID. BASKET STRAINER, SEE LEGEND FOR SPECIFICATION I 0--PVC MAINLINE PURPLE PIPE 0A <-At) TO MASTER VALVE, 'idJO"f! • PIPE PER SPECS, k~~)::;D';:_;. 0~~,'.:, ~~§~~~~'£'.2!t:(8:J---4"X6" BRICK SUPPORTS (4 REQ.) '-------BRASS UNION L--------BRASS NIPPLE TYP. ~--------LANDSCAPE FABRIC ~---------3/4" ROCK, 2 CUBIC FT. '------------------PVC MAINLINE PURPLE PIPE FROM P.O.C. NOTE.. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE BASKET STRAINER ASSEMBLY. SECTION VIEW· N.T.S, © BASKET STRAINER ------1/2" ABOVE FINISHED GRADE IN TURF AREAS ,-----::::--PLASTIC ROUND VALVE BOX WITH BOLT DOWN T PURPLE COVER USE STAINLESS BOLT NUT AND WASHER. HEAT BRAND "QCV", "RECYCLED WATER" ONTO LID. QUICK COUPLER KEY ASSEMBLY CONNECTION AS SHOWN, KEY MUST CLEAR VALVE BOX -FINISHED GRADE IN SHRUB AREAS WARNING PLASTIC TAG "RECYCLED WATER-DO NOT DRINK'' IN ENGLISH AND SPANISH Pi1::='.._.,\\i~ffil!L_ QUICK COUPLER VALVE SEE LEGEND FOR SPEC. 1---.\\----STAINLESS STEEL CLAMP _,...-BRICK SUPPORTS ~---DURA PRE-ASSEMBLED SWING JOINT WITH ,--------------WYE STRAINER SEE LEGEND FOR SPECIFICATION ,-----------RIP DEVICE SEE LEGEND FOR SPECIFICATION ,-------BRASS BAUL VALVE TYP. r--+----f----jr,:==i----BRASS NIPPLES MIN. 4" TYP. .--+----BRASS ELL, 4 REQUIRED 1----BACKFLOW ENCLOSURE IF SPECIFIED .v----PRESSURE REGULATOR SEE LEGEND FOR SPECIFICATION J,,----BRASS UNION, 2 REQUIRED ,,+-;----BRASS RISERS LENGTH AS REQ. ~j:Q:D---PVC MAINLINE TO MASTER VALVE '----SCH 80 PVC FEMALE ADAPTER '-----SCH 80 PVC NIPPLE 6" MIN, '----------CONCRETE SLAB, SEE BELOW L.--------------CONCRETETHRUSTBLOCKS '------------------SCHEDULE K HARD COPPER OR SECTION VIEW· N.T.S. NOTE, BRASS BETWEEN METER AND BACKFLOW PREVENTER IF PRESSURE REGULATOR IS SPECIFIED, INSTALL ON EITHER THE HORIZONTAL PIPING OR ON THE DOWNSTREAM LEG AS SPACE PERMITS. CONCRETE SLAB SHALL BE MINIMUM 4" THICK, 18" WIDE AND EXTEND AT LEAST 8" PAST THE BACKFLOW ASSEMBLY PIPING, IF BACKFLOW ENCLOSURE IS SPECIFIED IN THE LEGEND, THE CONCRETE SLAB SHALL BE THE SIZE REQUIRED BY THE MANUFACTURER INSTALL PER C.M.W.D. STANDARD DWG. #W-20 ® BACKFLOW DEVICE ------1/2" ABOVE FINISHED GRADE IN TURF AREAS LATERAL LINE- PURPLE PIPE FEMALE ADAP,,---II-,! .... SCH. 80 PVC PLASTIC RECTANGULAR VAL VE BOX WITH BOLT DOWN 'T' PURPLE COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "RCV' AND CONTROL STATION #ONTO LID. -FINISHED GRADE IN SHRUB AREAS rn4J,!---PRESSUREREGULATOR SEE LEGEND FOR SPECIFICATION 24" WIRE LOOP VALVE ID TAG ~,-----PVC THO. ELL SCH 80 PVC '---"l'""F-\1----CONTROL VALVE ..---SCH 80 PVC NIPPLE TYP. RI--4"X6" BRICK SUPPORTS (4 REQ.) .---------INSTALL SPRINKLER HEAD FLUSH WITH FINISHED GRADE IN TURF AREAS ,_ _____ POP-UP SPRINKLER HEAD, SPRAY OR ROTOR SEE LEGEND FOR SPECIFICATION ~---------PURPLE COVER •• 11111111111, 1-111-111-INSTALL SPRINKLER HEAD 112" ABOVE FINISHED GRADE IN SHRUB AND GROUND COVERS AREAS NOTE: - 11 ~I I lllil 11~ !Jl==;fil I ------UNDISTURBED SOIL 11111 J)J 11 i'II¥ ~----PRE-ASSEMBLED TRIPLE SWING JOINT, HUNTER SJ SERIES (OR APPROVED EQUAL) LAY LENGTH TO BE 6" MINIMUM SIZE AS PER SPRINKLER OUTLET -----SCH 40 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE ~--PURPLE LATERAL "ALERT LINE" PIPE, SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS. INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. INSTALL SPRINKLER HEADS 12" FROM All BUILDINGS AND WALLS. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. SECTION VIEW· N.T.S. POP-UP SPRINKLER ~------1/2" ABOVE FINISHED GRADE IN TURF AREAS .-----PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND •'BV" ONTO LID. ---BALL VALVE, SEE LEGEND FOR SPECIFICATION INSTALL SHUTOFF HANDLE PERPENDICULAR TO BOX LID FINISHED GRADE IN SHRUB AREAS WARNING PLASTIC TAG "RECYCLED WATER-DO NOT DRINK" '::Fi,:::_ __ IN ENGLISH AND SPANISH '" PRESSURE SUPPLY LINE DEPTH AS PER SPECS. '----PVC SCH 80 MALE ADAPTER. TYP. ~0 0 0 0 ONE PIECE BRASS MIPT NIPPLE MOD.# 1-A1912 ',,---L=J.--->--MAINLINE. SEE SPECS t--------#4 x 36" REBAR STAKES, 2 REQUIRED WARNING PLASTIC TAG "RECYCLED WATER -DO NOT DRINK" IN ENGLISH AND SPANISH a 1----IRRIGATION MAINLINE PURPLE PIPE ~5}~~~~~~~~~:12~---BRICK SUPPORTS 1 '-------PVC SCH 80 UNION '--------PVC SCH. 80 NIPPLE '-· ---------LANDSCAPE FABRIC 2" 12" 12" 12" , Pl AN Y!EW-NTS CD VALVE BOX LAYOUT NOTE: 1. TWO MINIMUM PER SITE DESIGN NOTES: 1. 2" SQ ALUMINUM TUBE PAINTED TO MATCH FRAZEE "ORANGE PEAL" 2. FINISH GRADE 3. CONCRETEFOOTER 4, 9"x14"x1/8" ALUMINUM PAINTED TO MATCH PURPLE PMS #266 5, HP WHITE VINYL GRAPHICS SECTION VIEW· N.T.S. CAUTIO RECLAIMED WATER USED FOR IRRIGA TIOII DO NOT DRINK CUl>ADO AGUA RECLAMADA UNICAIIENTE PARA REGAR PROHIBO TOMAR 12" TYP. 4 ® RECLAIMED WATER SIGN ® NOTE '----------LANDSCAPE FABRIC '-----------3/4" ROCK, 1 CUBIC FT. NOTE: SECTION VIEW· N.T.S, -USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. -QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCED WATER USE QUICK COUPLER 1-------LOW VOLTAGE WIRES, 3 MAXIMUM ,,------WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE A=f+"P'•------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 1/2" OF THE llr-!1..1,;,I INSULATION PRIOR TO INSERTION INTO THE CONNECTIOR TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY. SCOTCHLOK CONNECTOR AND WIRES INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS WIRE CONNECTOR SHALL BE A 3M OBY DIRECT BURY SPLICE KIT KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR. A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2 -3 #14 OR 2 #12 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION, WIRE CONNECTION SCH. 80 UNION------' '--------3/4" CRUSHED GRAVEL TWO CUBIC FEET LANDSCAPE FABRIC SECTION VIEW -NTS. @ REMOTE CONTROL VALVE NOTES: CLEAN COMPACTED BACKFILL PAVING, BY OTHERS UNDISTURBED SOIL LATERAL LINE IN SLEEVE CONTROL WIRE IN SLEEVE MAINLINE IN SLEEVE SLEEVES UNDER PEDESTRIAIN PAVING SHALL BE SCH. 40, TWICE THE DIAIMETER OF THE PIPE OR WIRE BUNDLE CARRIED. SLEEVES UNDER VEHICLE PAVING SHALL BE SCH. 80, THREE TIMES THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED, TAPE CONTROL WIRES TO MAINLINE AT 10-FEET ON CENTER. (2) WARNING TAPES SLEEVE DEPTH CHART VEHICLE PAVING -6" DIA OR LESS 36"COVER VEHICLE PAVING· 6" DIA OR GREATER 48"CQVER PEDESTRIAN PAVING. LESS THAN 3" DIA. 18"COVER PEDESTRIAN PAVING -3" TO 5-112" DIA 24"COVER PEDESTRIAN PAVING· 6" DIA OR GREATER 36"COVER SECTION VIEW -NTS SLEEVE INSTALLATION '------------314" ROCK, 2 CUBIC FT NOTE: SECTION VIEW-N.T.S. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE CENTER IN BOX. INSTALL 45 DEGREE ELS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE MAIN LINE DEPTH. ® BALL VALVE DIMENSION 1/2" TO 2-1/2" IN SIZE 3" TO 6" IN SIZE (2)WARNING TAPES A B 18'' 12" 24" x C 4" 4" SECTION VIEW· N.T.S. FINISH GRADE ® PIPE INSTALLATION FOR LANDSCAPE IRRIGATION PLANS -SEE SHEETS L3.1 & L3.2. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. FOR LANDSCAPE IRRIGATION NOTES AND CALCULATIONS-SEE SHEET L4.1. :={~ BRINKERHQFF AND ASSOCIATES IRR1GATION CONSUL ~;s,NTS 5017 LAKE CIRCLE RD FALLBROOK, CA 92028 PH· 7€0..703-7106 R I D G E LANDSCAPE ARCHITECTS 755 Rainlree Drive, Suite 300 Carlsbad, CA 92009 Tel 780 4381002 Fax 7604381155 www.rklgela.com R.C.E, ------ REVIEWED BY: INSPECTOR OATE 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 LANDSCAPE IRRIGATION DETAILS OPUS POINT LOT 11 LIONSIJEAD A VENUE R,C,E. _______ 1---t--+-------------------jr---J~======================~ APPROV~ -( ( . • 1L e--+--+------------+--il ffl-'I•, 4. E::,\\...,;i;l_ PLANNING ' -- OWN BY MM DATE BY DESCRIPTION APP'D RS -=-=--l---'...,L,;c.;....L------------------~---11 CHKO BY-=-- DATE REVISIONS r!ELD BY PROJECT NO. PIP 06-18 CMWD# DRAWING NO. DWG449-2L L4.2 I J ' .,, ' ' ' .., .1 I ~-----ll . W/'/'.'. :&B H SOIL SAMPLE LOCATION 1 OF3-·A f;i I 11 tr N I I I L __ _ i ------·--__J __________ J I I ' ,·; •.; r", '--' ;;:" <>-::·c ··: !.,'•(., '. '~ ' •-i r", ,, ·, '• •' ,. . ' '• ,., '-' ' PROPERTY LINE · STREETSCAPE INSTALLED BY MASTER DEVELOPER " ' I I I I I IN I.O ....I I lli I ,~ w I~ ....I I~ I~ I I I I '• .. 1···.,•·,. ! i•, ,'/ i ; ' SLOPE PLANTING AND IRRIGATION INSTALLED BY MASTER DEVELOPER ---- 0 10 20 •• • PLANTING LEGEND SYMBOL SYMBOL SHRUBS: e 0 0 BOTANICAL I COMMON NAME CASSIA LEPTOPHYLLA / GOLD MEDALLION TREE ERIOBOTRYA X 'COPPERTONE' / COPPERTONELOQUAT LOPHOSTEMON CONFERTAS I BRISBANE BOX MELALEUCA LEUCADENDRA I CAJEPUT TREE METROSIDEROS EXCELSUS I NEW ZEALAND CHRISTMAS TREE BOTANICAL/COMMON NAME HEMEROCALLIS 'STELLA D' ORO' I YELLOWDAYLILY PITTOSPORUM TOBIRA 'VARIEGATA' I VARIEGATED PITTOSPORUM RHAPHIOLEPIS INDICA 'BALLERINA' I INDIA HAWTHORN DIETES BICOLOR I BUTTERFLY IRIS ESCALLONIA RUBRA I ESCALLONIA LIGUSTRUM J, 'TEXANUM' I TEXAS PRIVET SIZE I SPACING QUANTITY 24" BOX 15 24"BOX 5 STANDARD 24"80X 30 24"BOX 7 24" BOX 12 MUL Tl-TRUNK 24" BOX 32 SIZE I SPACING QUANTITY 1 GAL/ 217 1'-6" o.c 5GAL. I 79 3'-6" 0.C. 5GAL. I 510 2'-6" O.C. 5GAL. I 150 2'-6" O.C. 5GAL. I 104 4'0.C. 5 GAL. I 268 2'-6" O.C. DENOTES SOIL SAMPLE LOCATION· REFER TO NOTE 'H' OF PLANTING NOTES, SHEET L6.1, FOR ADDITIONAL INFORMATION. 0 0 MUHLENBERGIA CAPILLARIS 'REGAL MIST I 1 GAL./ 216 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 ROOT BARRIERS INSTALLED ADJACENT TO THE BIO-SWALE, SHALL NOT INTERFERE WITH DRAINAGE TO OR FROM THE BIO-SWALE SYSTEM. NOTES: 1. MULCH ALL LANDSCAPE AREAS WITH A 3" DEEP LA YER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 2 TREES WITH MAIN LEADER REMOVED SHALL BE REPLACED WITH APPROVED TREES. 3. ALL TREES SHALL BE LOCATED A MINIMUM 2 (TWO) FEET BACK OF CURB. PLANT SCREENING OF UTILITIES CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UNTILITIES FROM VIEW FIRE ZONES THE BUILDINGS ON THE SITE EXCEED THE 60' SETBACK FROM THE BOTTOM OF THE SLOPE AND THERE FORE ARE NOT SUBJECT TO FIRE ZONE RESTRICTIONS PER CITY OF CARLSBAD FIRE DEPARTMENT, GREG RYAN. MAINTENANCE RESPONSIBILITY ALL PROJECT LANDSCAPE WILL BE MAINTAINED BY OWNER. STREETSCAPEIMPROVEMENTS REFER TO STREETSCAPE IMPROVEMENT PLANS BY TESHIMA DESIGN GROUP FOR PROPOSED STREETSCAPE IRRIGATION AND PLANTING. CITY OF CARLSBAD LANDSCAPE IMPROVEMENT DRAWING #409-1L ALL STREETSCAPE IS TO REMAIN UNDISTURBED UNLESS IT IS IN DIRECT CONFLICT WITH THE PROPOSED HARDSCAPE PLANS. PINKMUHLY PHORMIUM 'SUNDOWNER' I NEW ZEALAND FLAX 0 ABELIA GRANDI FLORA 'PROSTRATA' I PROSTRATE ABELIA GROUNDCOVERS: VINES: LANTANA MONTEVIDENSIS / PURPLE LANTANA MYOPORUM PARVIFOLIUM I MYOPORUM TRACHELOSPERMUM JASMINOIDES I STAR JASMINE y PARTHENOCISSUS TRICUSPIDATA I BOSTON IVY BIOSWALE AREAS: D JUNCUS PA TENS COMMON RUSH CAREX TUMULICOLA BERKELEY SEDGE 40 60 FOR LANDSCAPE PLANTING NOTES & DETAILS -SEE SHEET L6.1 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS L7.1 -L7.4 R I D G E LANDSCAPE ARCHITECTS 755 Raintree Dri11e, Suile 300 Carlsbad, CA 92009 Tel 760 438 1002 Fax 760 4381155 www.idgela.com "AS BUILr DATE REVIEWED BY: INSPECTOR DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'O 3'0.C. 5 GAL. I 3'0.C. 1 GAL I 4'0.C. 1 GAL I 3'0.C. FLATS/ 18"0.C. 1 GAL/ 1'-6" O.C 1 GAL I PER PLAN 1 GAL I 1' O.C, 1 GALI 1' O.C. 109 99 89 5,060 SF 712 28 802 (802 S.F.) 640 (640 SF) UONII EM> AVENUE iHTLS.1 ~-1 ''"'"'·"""· KEYMAP NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~II CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE PLANTING PLAN OPUS POINT LOT 11 LIONSHEAD A VENUE APPROVED_ l ( [1'.-, q-. ~it[ t,,. 't-~·<Pi PLANNING DATE OWN BY MM PROJECT NO. DRAWING NO. RS CHKO BY PIP 06-18 DWG 449-2L FIELD BY CMWD# L5.1 I I I I I ~, I-~ I Cl) ~I w 31 I ~I I I I I 1 _I I SOIL SAMPLE LOCATION 2 OF 3 ' ' ' ', ./, ', ·-- 0 -,, ' , / ,, STREETSCAPE INSTALLED BY M,ASTER DEVELOPER '[·· PROPERTY LINE ,, i -. j ; ! i 20' , R EASEMENT / SOIL SAMPL ' LOCATION 3 OF . . ' . ,. ,, ' ' -~ ,; '• . ." /\ ·. \~:!'-Gs'J:'it.;H:2: "f.N.'<-"fjAHt S}'.,>.i;Jd i?hDH;'ifiHl\ ";;,:t('.i.l:C ,·,c,w:r' PLANT SCREENING OF UTILITIES CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS, ACCORDINGLY TO FULLY SCREEN ALL UNTILITIES FROM VIEW FIRE ZONES THE BUILDINGS ON THE SITE EXCEED THE 60' SETBACK FROM THE BOTTOM OF THE SLOPE AND THERE FORE ARE NOT SUBJECT TO FIRE ZONE RESTRICTIONS PER CITY OF CARLSBAD FIRE DEPARTMENT, GREG RYAN, MAINTENANCE RESPONSIBILITY All PROJECT LANDSCAPE WILL BE MAINTAINED BY OWNER STREETSCAPEIMPROVEMENTS REFER TO STREETSCAPE IMPROVEMENT PLANS BY TESHIMA DESIGN GROUP FOR PROPOSED STREETSCAPE IRRIGATION AND PLANTING, CITY OF CARLSBAD LANDSCAPE IMPROVEMENT DRAWING #409-1L ALL STREETSCAPE IS TO REMAIN UNDISTURBED UNLESS IT IS IN DIRECT CONFLICT WITH THE PROPOSED HARDSCAPE PLANS, 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 ROOT BARRIERS INSTALLED ADJACENT TO THE BIO-SWALE, SHALL NOT INTERFERE WITH DRAINAGE TO OR FROM THE BIO-SWALE SYSTEM, PROPERTY LINE NOTES 1, MULCH ALL LANDSCAPE AREAS WITH A 3" DEEP LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS, SUBMIT SAMPLE TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 2, TREES WITH MAIN LEADER REMOVED SHALL BE REPLACED WITH APPROVED TREES, 3, ALL TREES SHALL BE LOCATED A MINIMUM 2 (TWO) FEET BACK OF CURB, SLOPE PLANTING AND IRRIGATION INSTALLED BY MASTER DEVELOPER 0 10 20 •• • 40 PLANTING LEGEND SYMBOL TREES: • SYMBOL SHRUBS: e 0 0 BOTANICAL I COMMON NAME CASSIA LEPTOPHYLLA I GOLD MEDALLION TREE ERIOBOTRYAX 'COPPERTONE' I COPPERTONE LOQUAT LOPHOSTEMON CONFERTAS I BRISBANE BOX MELALEUCA LEUCADENDRA i CAJEPUT TREE METROSIDEROS EXCELSUS I NEW ZEALAND CHRISTMAS TREE TIPUANA TIPU / TIPU BOTANICAL/ COMMON NAME HEMEROCALLIS 'STELLA D' ORO' i YELLOW DAYLIL Y PITTOSPORUM TOBIRA 'VARIEGATA' I VARIEGATED PITTOSPORUM RHAPHIOLEPIS INDICA 'BALLERINA' I !NOIA HAWTHORN DIETES BICOLOR i BUTTERFLY IRIS ESCALLONIA RUBRA I ESCALLONIA LIGUSTRUM J, 'TEXANUM' / TEXAS PRIVET SIZE I SPACING QUANTITY 24" BOX 24"BOX STANDARD 24" BOX 24" BOX 24"BOX MUL Tl-TRUNK 24" BOX 15 5 30 7 12 32 SIZE I SPACING QUANTITY 1 GAL I 217 1'-6" O,C, SGAL/ 79 3'-6" O,C 5GAL I 510 2'-6" O.C. 5 GAL, I 150 2'-6" O,C, 5 GAL, I 104 4' O,C, 5GAL I 268 2'-6"0.C. 0 0 MUHLENBERGIA CAPILLARIS 'REGAL MIST' I 1 GAL I 216 PINKMUHLY PHORMIUM 'SUNDOWNER' I NEW ZEALAND FLAX 0 ABELIA GRANDIFLORA 'PROSTRATA' / PROSTRATE ABELIA GROUNDCOVERS: VINES: .,. LANTANA MONTEVIDENSIS / PURPLE LANTANA MYOPORUM PARVIFOLIUM I MYOPORUM TRACHELOSPERMUM JASMINOIDES i STAR JASMINE PARTHENOCISSUS TRICUSPIDATA / BOSTON IVY 8/0SWALE AREAS: JUNCUS PA TENS COMMON RUSH CAREX TUMULICOLA BERKELEY SEDGE 3' O,C, 5GAL/ 3'0,C, 1 GAL, I 4'0,C 1 GAL I 3' O,C, FLATS I 18"0,C, 109 99 89 5,0608.F 1 GAL/ 712 1'-6" O,C, 1GALI 28 PER PLAN 1 GAL I 1' O,C, 1 GAL l 1' 0 C, 802 (802 SF) 640 (640 SF) UOtllllEADAWNUE 60 KEYMAP NOTTO SCALE FOR LANDSCAPE PLANTING NOTES & DETAILS -SEE SHEET L6.1 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS L7.1 -L7.4 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. R I D G E LANDSCAPE ARCHITECTS 755 Raintree Drive, Suite 300 Carlsbad, CA 92009 Tel 760 438 1002 !=ax 7604381155 www.ridgela.com "AS BUILr DATE R.C,E, _____ _ R,C.E, ______ _ REVIEWED BY: INSPECTOR OATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD, OATE BY DESCRIPTION REVISIONS APP'D CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE PLANTING PLAN OPUS POINT LOT 11 LJONSHEAD A VENUE APPROV~D { ( • ~ lf'.:'"1~ .. g. ~\~ DATE PLANNING 11::;:J OWN 9Y _ _,M"'M"--- CHKD BY __ R_S __ _ FIELD BY PROJECT NO. PIP 06-18 DRAWING NO. DWG449-2L CMWD# L52 PLANTING NOTES A. REFER TO PLANTING SPECIFICATIONS AND DETAILS FOR SOIL PREPARATION, FERTILIZATION, MULCHING AND OTHER PLANTING INFORMATION. B. NOTIFY THE 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. D. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN 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 SHOWN 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 OBTAIN 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 WHICH MAY INHIBIT OR RETARD NORMAL PLANT GROWTH. H. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS. HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION ~AVE SAMPLES TESTED BY SOIL AND PLANT LAB, (714) 558-8333, FOR SOIL FERTILITY, TAKE TWO SAMPLES AT EACH LOCATION: (1) GROUND LEVEL TO 10" DEEP, (2) 24" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL TO BE LABELED PER LOCATION AND DEPTH. INSTALL SOIL PREPARATION AND BACK FILL MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY UPON RECEIPT OF WRITTEN CHANGE ORDER FROM THE OWNER. SUBMIT SOIL REPORT TO CITY INSPECTOR AND LANDSCAPE 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 AREAS, 2 % MINIMUM K. LOCATE AND 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 ARCHITECT MAY OPT TO REVIEW MATERIAL AT GROWING NURSERY. MATERIAL DELIVERED TO THE SITE MAY BE REJECTED BASED ON UNHEALTHY APPEARANCE OR NON-CONFORMANCE WITH SPECIFICATIONS EVEN IF PREVIOUSLY REVIEWED BY THE LANDSCAPE ARCHITECT OR THE OWNER. L. ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING FORM. M. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE, N. PLANTING QUANTITIES ARE GIVEN FOR CONVENIENCE ONLY. PLANT SYMBOLS AND SPECIFIED SPACING SHALL TAKE PRECEDENCE. 0. AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROW OF SHRUBS AND/OR GROUND COVER SHALL BE LOCATED NO FARTHER FROM THE EDGE THAN ONE-HALF THE SPECIFIED ON CENTER SPACING. P INSTALL GROUND COVER AND/OR SHRUB MASSES WITH TRIANGULAR SPACING UNLESS OTHERWISE INDICATED. Q ALL CURVE TO CURVE AND CURVE TO TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH AND UNIFORM. R. REMOVE ALL NURSERY STAKES AND 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 COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT AT TIME OF INSTALLATION. REQUEST RECOMMENDATION A MINIMUM OF 48 HOURS IN ADVANCE OF NEED FOR DELIVERY. V. CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UNTILITIES FROM VIEW. 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 i REINFORCED STRAW MAT COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF FAST COVERING GRASSES, CLOVERS, AND/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 REINFORCED STRAW MAT SHALL BE APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER REINFORCED STRAW MAT SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15TH AND APRIL 15TH. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED. B. STANDARD #2 • GROUNDCOVER 100% OF AREA TO BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN (1) YEAR) C. STANDARD #3 -LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-314" LINERS) SHALL COVER A MINIMUM OF 70% OF THE SLOPE FACE (AT MATURE SIZE). D. STANDARD #4 • TREES AND I OR LARGE SHRUBS TREES AND I 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 STEEPER AND 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 AND4' 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 COMPOSITION TO BE: • REINFORCED STRAW MAT WITH GROUND COVER TO BE: DESCRIPTION ESCHSCHOLZIA CALIFORNICA LUPINUS SUCCULENTUS O'CONNOR'S LEGUME FIBER MULCH 16-16-16 FERTILIZER STABILIZING BINDER #/ACRE 2 2 20 2000 400 120 DESCRIPTION MYOPORUM PARVIFOLIUM I MYOPORUM SIZE/ SPACING FLATS 13' O.C. E F @ 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 ,,---, 1 N. , 2 X DIA. ~ ,,..._ ~ OF ROOTBALL '--Q) LEGEND 1. ONE THROUGH FIFTEEN GALLON SIZE CONTAINER PLANT 2. PERMANENT WATERING BASIN • MIN. 6" DEPTH 3. EXISTING SLOPE 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 B. "CROWN" OF PLANT -MUST NOT BE BURIED BELOW LEVEL OF SURROUNDING SOIL. 9. 1:1 MAX. SLOPE. INSTALL REINFORCED STRAW MAT TO SECURE SLOPE. SHRUB PLANTING ON SLOPE PREVAILING WlND PLAN VIEW LEGEND NOT TO SCALE NOT TO SCALE 1. 24" CORDED TIE. SEE SPECIFICATIONS ATTACH WITH ROOFING NAILS (4 TYP.) l,SEE SPEC,k ~ 2X DIA.~ OF ROOTBALL TREE PLANTING ON SLOPE 2. 2" DIA. X 10' LODGE POLE PINE STAKE (2 TYP.) KEEP CLEAR OF ROOTBALL AND CROWN OF TREE. SEE SPECIFICATIONS. 3. WATER BASIN, 3" MIN. DEPTH AFTER WATERING BY HOSE. REMOVE BASIN IN LAWN AREAS AND AS DIRECTED BY LANDSCAPE ARCHITECT. 4 EXISTING SLOPE 5. AMENDED BACKFILL. SEE SPECIFICATIONS FOR MIX AND PIT SIZE. 6. PLANT TABLET PER SPECIFICATIONS. 7. EXISTING SOIL. 8. SCARIFY SIDES AND BOTTOM OF PLANTING PIT. 9. SET TOP OF ROOTBALL 3" ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE. 10. 1:1 MAX. SLOPE INSTALL REINFORCED STRAW MATTO SECURE SLOPE. NOT TO SCALE 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. PRE-VA!LING ~'\JlOJD 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 ROOTBALL AND CROWN OF TREE SEE SPECIFICATIONS. 3. WATER BASIN, 3" MIN. DEPTH AFTER -'k---#==,W,,--11,-----(D WATERING BY HOSE REMOVE BASIN IN LAWN .~REAS AND AS DIRECTED BY "-~~=r-7 2 LANDSCAPE ARCHITECT. 'IT 4. FINISHED GRADE. ~-{ 9 5. AMENDED BACKFILL. SEE SPECIFICATIONS FOR MIX AND PIT SIZE. 6. PLANT TABLET PER SPECIF!CATIONS. 7 EXISTING SOIL "' 8. SCARIFY SIDES AND BOTTOM OF PLANTING PIT. , 9. ARBOR-GARD TRUNK PROTECTOR FOR ~f:;,~' ;=---( 5 USE IN TURF AREAS ~ 10. SET TOP OF ROOTBALL 3" ABOVE kSEESPEC, k ~ 2XDIA. ~ OFROOTBALL 6 SURROUNDING GRADE AND SLOPE FOR I' DRAINAGE. ·· 11 INSTALL #UB24-2 ROOT BARRIER, AS MANUFACTURED BY DEEP ROOT, (800) 458-7668, AT ALL TREES WITHIN \ '7\? 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 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 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. 9. PLACE 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 OTHER 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 lD SECTION LEGEND: 1 LOCATE PLANTS WITH EQUAL SPACING AS INDICATED ON PLAN, TRIANGULAR SPACING. 2. 24" CLEAR VEHICLE OVERHANG ZONE - LOW(MAX. 6" HT.) GROUND COVER ONLY. 3, CURB 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 0 ©G 0 I ~EQUAL • PLAN VIEW PLANTING ADJACENT TO PARKING NOT TO SCALE FOR LANDSCAPE PLANTING PLANS -SEE SHEETS L5.1-L5.2 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS L7.1-L7.4 0 VINE PLANTING NOT TO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. R I D G E LANDSCAPE ARCHITECTS 755 Rainlree Drive, Suite 300 Carlsbad, CA 920()9 Tel 760 438 1002 Fax 760 4381155 www.ridgela.com "AS BUILr DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE PLANTING DETAILS OPUS POINT LOT 11 LIONSilEAD A VENUE R.C.E. ------R.C.E. ______ e--+--+-----------------t-----1::=======================:: APPROVED ( REVIEWED BY: OATE BY DESCRIPTION APP'D INSPECTOR DATE REVISIONS ,1;.,(_ l ~ ~~~l~~ ..... -- PLANNING OWN sv_~M=M~- CHKD BY _,;.;Rc::cS __ FlELO BY CMWD# PROJECT NO. PIP 06-18 --NO. DWG449-2L L6.1 SECTION 02811 LANDSCAPE IRRIGATION SYSTEM RECLAIMED WATER Note: In case of conflicts, [PROJECT LOCATION OR WATER DISTRICT] Stondord specifications shall toke precedence. Part 1 -GENERAL 1.01 SUMMARY A. It is the intent of the specifications and drawings that the finished system is complete in every respect and shall be ready for operation satisfactory to the Owner. B. The work shall include all materials, labor, services, transportation, and equipment necessary to perform the work as indicated on the drawings, in these specifications, and as necessary to complete the contract. 1.02 CONSTRUCTION DRAWINGS A. Due to the scale of the drawings, it is not possible to indicate alt offsets, fittings, sleeves, etc. which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc. as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to 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 specifically mentioned in the specifications. When an item is shown on the plans but not shown on the specifications or vice versa, it shall be deemed to be as shown on both. The Architect shall have final authority for clarification. When a conflict occurs between an item shown on the plan and as shown on the specifications, the Architect shall have final authority far clarification. C. The Contractor shall not wilfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of the Architect as soon as detected. In the event this notification is not performed, the Irrigation Con tractor shall assume full responsibility for any revision necessary. 1.03 QUALITY ASSURANCE A. Provide at least one English speaking person who shall 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 installed and the manufacturer's recommended methods of installation and who shall direct all work performed under this section. B. Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturer of articles used in this contract furnishes directions covering points not shown in the drawings and specifications. C. All local, municipal and state laws, rules and regulations governing or relating to any portion of this work ore hereby incorporated into and mode a part of these specifications, and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to conflict with any of the above rules and regulations of the same. However, when these specifications and drawings coll for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the provisions af these specifications and drawings shall take precedence. D. All materials supplied far this project shall be new and free from any defects. All defective materials shall be replaced immediately at no additional cost to Owner. E. The Contractor shall secure the required licenses and permits including payments of charges and fees, give required notices to public authorities, verify permits secured or arrangements made by others affecting the work of this section. 1.04 SUBMITTALS A. Materials List: 1. After award of contract and before any irrigation system materials are delivered to the job site, submit to the Owner a complete list of all irrigation systems, materials, or processes proposed to be furnished and installed as port of this contract. 2. Show manufacturer's name and catalog number for each item, furnish complete catalog cuts and technical data, furnish the manufacturer's recommendations as to the method of installation. 3. No substitutions will be allowed without prior written acceptance by the Architect or Owner's authorized representative. 4. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. B. Substitutions: If the Irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the irrigation drawings and specifications, he may do so by providing the following information to the Architect or Owner's authorized representative far approval. 1. Provide a written statement indicating the reason for making the substitution. 2. Provide catalog cut sheets, technical data, and performance information for each substitute item. 3. Provide in writing the difference in installed price if the item is accepted. 1.05 EXISTING CONDITIONS A. The Contractor shall verify and be familiar with the locations, size and detail of points of connection provided as the source of water, electrical supply, and telephone line connection to the irrigation system. B. Irrigation design is based on the available static water pressure shown on the drawings. Contractor shall verify static water on the project prior to the start of construction. Should a discrepancy exist, notify the Architect and Owner's authorized representative prior to beginning construction. C. Prior to cutting into the soil, the Contractor shall locate all cables, conduits, sewer septic tanks, and other utilities as are commonly encountered underground and he shall take proper precautions not to damage or disturb such improvements. If a conflict exists between such obstacles and the proposed work, the Contractor shall promptly notify the Architect and Owner who will arrange for relocations. The Irrigation Contractor will proceed in the same manner if a rock layer or any other such conditions are encountered. D. The Contractor shall protect all existing utilities and features to remain on and adjacent to the project site during construction. Contractor shall repair, at his own cost, all damage resulting from his operations or negligence. E. The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the plans. 1.06 INSPECTIONS A. The Contractor shall permit the Architect and Owner's authorized representative to visit and inspect at all times any part of the work and shall provide safe access far such visits. B. Where the specifications require work to be tested by the Contractor, it shall not be covered over until accepted by the Architect, Owner's authorized representative, and/or governing agencies. The Irrigation Contractor shall be solely responsible for notifying the Architect. Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. Should any work be covered without testing or acceptance, it shall be, if so ordered, uncovered at the Irrigation Contractor's expense. C. Inspections will be required for the following at a minimum: 1. System layout 2. Pressure test of irrigation main line (Four hours at 125 PSI or 120% of static water pressure, which ever is greater.) 3. Coverage test of irrigation system 4. Final inspection prior to start of maintenance period 5. Final acceptance D. Site observations and testing will not commence without the record drawings as prepared by the Irrigation Contractor. Record drawings must complete and up to date for each site visit. E. Work which fails testing and is not accepted will be retested. Hourly rates and expenses of the Architect, Owner's authorized representative, and governing agencies for reinspection ar retesting will be paid by the Irrigation Contractor at no additional expense to Owner. 1.07 STORAGE AND HANDLING A. Use all means necessary to protect irrigation system materials before, during, and after installation and to protect the installation work and materials of all other trades. In the event of damage, immediately make all repairs and replacements necessary to the acceptance of the Landscape Architect and Owner and at no additional cost to the Owner. B. Exercise care in handling, loading, unloading, and storing plastic pipe and fittings under cover until ready to install. Transport plastic pipe only on a vehicle with a bed long enough to allow the pipe to lay flat to avoid undue bending and concentrated external load. 1.08 CLEANUP AND DISPOSAL A. Dispose of waste, trash, and debris in accordance with applicable laws and ordinances and as prescribed by authorities having jurisdiction. Bury no such waste material and debris on the site. Burning of trash and debris will not be permitted. The Contractor shall remove and dispose of rubbish and debris generated by his work and workmen at frequent intervals or when ordered to do sa by the Owner's authorized representative. B. At the time of completion the entire site will be cleared of tools, equipment, rubbish and debris which shall be disposed of off-site in a legal disposal area. 1.09 TURNOVER ITEMS A. Record Drawings: 1. Record accurately on one set of contract drawings all changes in the work constituting departures from the original contract drawings. 2. The changes and dimensions shall be recorded in a legible and • workmanlike manner to the satisfaction of the Architect or Owners authorized representative. 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. shall be shown. Data on record drawings shall be recorded on a day to day basis as the project is being installed. All lettering on drawings shall be minimum 1 /8 inch in size. 4. Show locations and depths of the following items: a. Point of connection (including water meters, backflow preventors, master control valves, etc.) b. Routing of sprinkler pressure lines (dimensions shown at a maximum of 100 feet along routing and at all changes in direction) c. Gate valves d. Automatic remote control valves e. Quick coupling valves f. Routing of control wires g. Irrigation controllers h. Related equipment (as may be directed) 5. Maintain record drawings on site at all times. Upon completion of work, transfer all as-built information and dimensions to a clean set of bond prints, using red, waterproof ink. B. Controller Charts: 1. Record drawings must be approved by Architect and/or Owner's authorized representative before charts are prepared. 2. Provide one controller chart for each automatic controller. Chart 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 legible when the drawing is reduced, it shall 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 and Maintenance Manuals: 1. Two individually bound copies of operation and maintenance manuals shall be delivered to the Architect or Owner's authorized representative at least 10 calendar days prior to final inspection. The manuals shall describe the material nstalled and the proper operation of the system. 2. Each complete, bound manual shall include the following information: a. Index sheet stating Contractor's address and telephone number, duration of guarantee period, list of equipment including names and addresses of local manufacturer representatives. b. Operating and maintenance instructions for all equipment. c. Spare parts lists and related manufacturer information for all equipment. D. Equipment: 1. Supply as a part of this contract the following items: a. Two (2) wrenches for disassembly and adjustment of each type of sprinkler head used in the irrigation system. b. Three 30-inch sprinkler keys for manual operation of control valves. c. Two keys for each automatic controller. d. Two quick coupler keys with a 3/4" bronze 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 valves (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 agencies will inspect the work, and if not accepted, will prepare a list of items to be completed by the Contractor. At the time of the post-maintenance period or final inspection the work will be reinspected and final acceptance will be in writing by the Architect, Owner's authorized representative, and governing agencies. B. The Owner's authorized representative shall have final authority on all portions of the work. C. After the system has been completed, the Contractor shall instruct Owner's authorized representative in the operation and maintenance of the irrigation system and shall furnish a complete set of operating and maintenance instructions. D. Any settling of trenches which may occur during the one-year period following acceptance shall be repaired to the owner's satisfaction by the Contractor without any additional expense to the owner. Repairs shall include the compl_ete restoration of all damage to planting, paving or other improvements of any kind as a result of the work. 1.11 GUARANTEE A. The entire sprinkler system, including all work done under this c~ntract. shall be unconditionally guaranteed against all defects and fault of material and . workmanship, including settling of backfilled areas below grade, far a period of one (1) year following the filing of the Notice of Completion. Should any problem with the irrigation system be discovered within the guarantee period, It shall be corrected by the Contractor at no additional expense to owner within ten (10) calendar days of receipt of written notice from Owner. When the nature of the repairs, as determined by the Owner, constitutes an emergency (i.e. broken pressure line) the Owner may proceed to make repairs at the Contractor's expense. Any and all damages to existing improvement res_ulting either from faulty materials or workmanship, or from the necessary repairs lo correct some, shall be repaired to the satisfaction of the Owner by the Contractor, all at no additional cost to the Owner. 8. 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 has been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse, or neglect excepted. We agree to repair or replace any defective material during the period of one year from dote 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 additional cost to the owner. We shall make such repairs or replacements within 10 calendar days following written notification by _th~ owner: In the_ ~vent of our '.ailure lo_ make such repairs or replacements _within the time spec1f1ed after rece1p_t of w'.1tten notice from owner, we authorize the owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand. PROJECT NAME: PROJECT LOCATION: CONTRACTOR NAME: ADDRESS: TELEPHONE: SIGNED: DATE: Part 2 -MATERIALS 2.01 SUMMARY Use only new materials of the manufacturer, size 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. B. C. D. Pressure supply line from point of connection through basket strainer unit shall be Type "K" copper or brass pipe. Pressure supply lines 2 inches in diameter and up to 3 inches in diameter downstream of basket strainer unit shall be Class 315 solvent weld PVC. Piping shall conform to ASTM D2241. Non-pressure lines 3/4 inches in diameter and larger downstream of the remote control valve shall be Class 200 PVC. Non-pressure lines 1" and larger to conform to ASTM D2241. Reclaimed water PVC pipe to be color coded "purple" in color and 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 shall use standard Sch. 40 PVC fittings. Reclaimed Water PVC pipe to be Brownline "Alertline" 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 shall be Type "K" sweat soldered. 2.04 PLASTIC PIPE AND FITTINGS A. B. C. D. E. F. Pipe shall be marked continuously with manufacturer's name, nominal pipe size, schedule or class, PVC type and grade, National Sanitation_ Foundation approval, Commercial Standards designation, and date of extrusion. All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASTM D2241 or ASTM D1784. All PVC fittings shall be standard w~i~ht Schedule 40 a~d shall be_ injection molded of an improved virgin PVC fitting compound. Slip PVC fittings shall be the "deep socket" bracketed type. Threaded plastic fittings shall be injection molded. All tees and ells shall be side gated. All fittings shall conform to ASTM D2466. All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM D1785. All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied Pf::r the 1;1anufacturer's . recommendations. Cement shall be of a fluid consistency, not gel-like or ropy. Solvent cementing shall be in conformance with ASTM D2564 and ASTM D2855. When connection is plastic to metal, female adapters shall be hand tightened, plus one turn with a strap wrench. Joint compound shall be non-lead base Teflon paste, tape, or equal. 2.05 BASKET STRAINER A. The basket strainer unit shall be of the manufacturer, size, and type indicated on the drawings. B. The basket strainer unit shall be installed in accordance with the requirements set forth by local codes. 2.06 VALVES A. B. C. D. Gate Valves: 1. Gate valves shall be of the manufacturer. size, and type indicated on the drawings. 2. Gate valve shall have threaded ASTM B-62 bronze body, bonnet and wedge, silicon bronze stem, and malleable iron handwheel.. 3. All Gate valves shall have a minimum working pressure of not less than 150 psi and shall conform to AWWA standards. Quick Coupler Valves: 1. Quick coupler valves shall 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 psi without leakage. Valves shall have 3/4 female threads opening at base, with two-piece body. Valves to be operated only with a coupler key, designed for that purpose. Coupler key is inserted into valve and a positive, watertight connection shall be made between the coupler key and valve. Hinge cover shall be the locking type constructed of b:ass with .a rubber-like tinyl cover. Vinyl quick coupler cover to be purple 1n color with the words WARNING - RECLAIMED WATER -DO NOT DRINK" permanently marked on the lid. Automatic Control Valves: 1. Automatic control valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Automatic control valves shall be electrically operated. Anti-drain Valves: 1. Anti-drain valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Anti-drain valves shall have 18-8 stainless steel springs and valve stems with Buno-N seals. 3. Anti-drain valves will have threaded connections the size of the riser or pipe they are to be installed onto, or the next available size. No slip connection anti-drain valves ore allowed. 2.07 VALVE BOXES A. B. C. Valve boxes shall be fobricated from a durable, Weather-resistant plastic material resistant to sunlight and chemical action of soils. The valve box cover shall be purple in color and permanently marked with the words "WARNING -RECLAIMED WATER -DO NOT DRINK". Valve box cover shall be secured with a hidden latch mechanism or bolts. The cover and box shall be capable of sustaining a load of 1,500 pounds. CONTINUED ON NEXT SHEET APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION iN FIELD. CITY OF CARLSBAD PLANNING DEPARTMENT R I D G E LANDSCAPE ARCHITECTS 755 Rairitrse Drive, Suite 300 Carlsbad, CA 92009 Tel 760 438 1002 Fax 760 4381155 www ndgela.com R.C.E. _____ _ INSPECTOR DATE LANDSCAPE SPECIFICATIONS OPUS POINT LO1' 11 LIONSHEAD A VENUE R.C.E. ______ 1----l---+-----------------,-----, :::C;:::;:::;::~====================j APPROVE~( ( . ~ DATE BY DESCRIPTION Arr·o DATE REVISIONS ~~-.., -(;r, f8l-c:;,JL PLANNING OWH BY_-'M""M,,__ CHKO BY_.cRc.cS __ FIELD BY CMWD# I PFIOJEOT NO. . PIP 06-18 DRAWWGNO. DWG 449-2L L7.1 D. Valve box extensions shall be by the same manufacturer as the valve box. E, Automatic control valve boxes shall be 16"x11"x12" rectangular size, Valve box covers shall 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 shall be 1 Q" circular size. Valve box covers shall be marked with either "GV" or "QCV" "heat branded" onto the cover in 2-inch high letters/numbers. 2.08 AUTOMATIC CONTROLLER A. Automatic controller shall be of the manufacturer, size, and type indicated on the drawings. 8. Automatic controller enclosures shall be of the manufacturer, size, and type indicated on the drawings. Enclosure shall be vandal-resistant, ventilated and waterproof. 2.09 ELECTRICAL A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations. B. All electrical work shall conform ta local codes and ordinances. 2.10 LOW VOLTAGE CONTROL WIRING A. Remote control wire shall be direct-burial AWG-UF type, size as indicated on the drawings, and in no case smaller than 14 gauge. B. Connections shall be either epoxy-sealed packet type or Penn-Tite connectors. C. Ground wires shall be white in color. Control wires shall be red (where two or more controllers are used, the control wires shall be a different color for each controller. These colors shall be noted on the "Record Drawings" plans located on controller door). 2.11 IRRIGATION HEADS A. Sprinkler heads shall be of the manufacturer, size, type, with radius of throw, operating pressure, and discharge rate indicated on the drawings. 8. Pop-up heads and riser heads shall be used as indicated on the drawings. C. Pop-up heads and gear driven rotors used on reclaimed water systems shall hove a color coded purple cop with reclaimed water warnings embossed on the top surface. Riser heads shall have a self adhesive reclaimed woter sticker placed on the riser directly below the sprinkler body. All reclaimed water warnings shall be in English and Spanish and have the international symbol for "Do Not Drink". All reclaimed water warnings shall be as required by the local water utility. 2.12 MISCELLANEOUS EQUIPMENT Rain sensor shall be of the manufacturer, size, and type indicated on the drawings. Part 3 -EXECUTION 3.01 SITE CONDITIONS A. Inspections: 1. Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence. 2. Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations, the original design, the referenced standards, and the manufacturer's recommendations. B. Discrepancies: 1. In the event of discrepancy, immediately notify the Architect or Owner's authorized representative. 2. Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved. C. Grades: 1. Before starting work, carefully check all grades to determine that work may safely proceed, keeping within the specified material depths with respect to finish grade. 2. Final grades shall be accepted by the Engineer before work on this section will be allowed to begin. D. Field Measurements: 1. Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. Contractor shall coordinate the installation of all irrigation materials with all other work. 2. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with work under this section. 3. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities which are caused by his operations or neglect. E. Diagrammatic Intent: F. The drawings are essentially diagrammatic. The size and location of equipment and fixtures are drawn to scale where possible. Provide offsets in piping and changes in equipment locations as necessary to conform with structures and to avoid obstructions or conflicts with other work at no additional expense to Owner. Layout: 1. Prior ta installation, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads, valves, backflow preventer, and automatic controller. 2. Layout irrigation system and make minor adjustments required due ta differences between site and drawings. Where piping is shown on drawings under paved areas, but running parallel and adjacent to planted areas, install the piping in the planted areas. G. Water Supply Connections to, or the installation of, the water supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no additional expense to Owner. H. Electrical Service: 1. Connections to the electrical supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no additional expense to Owner. 2. Contractor shall make 120 volt connection to the irrigation controllers. Electrical power source to controller locations shall be provided by others. 3.02 TRENCHING 3.03 3.04 A. Excavations shall be straight with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching excavation shall follow layout indicated on drawings to the depths below finished grade and as noted. Where lines occur under paved area, these dimensions shall be considered below subgrade. B. Provide minimum cover of 24 inches on pressure supply lines 2 ½ inches and C. D. E. A. 8. C. D. E. A. B. C. D. smaller. Provide minimum cover of 18 inches for control wires. Provide minimum cover of 12 inches for non-pressure lines. Pipes installed in a common trench shall between pipes. have a 6 inch minimum space BACKFILLING Backfill material on all lines shall be the same as adjacent soil free of debris, litter, and rocks over ½-inch in diameter. Backfill shall be tamped in 4-inch layers under the pipe and uniformly on both sides for the full width of the trench and the full length of the pipe. Backfill materials shall be sufficiently damp to permit thorough compaction, free of voids. Backfill shall be compacted to dry density equal to adjacent undisturbed soil and shall conform to adjacent grades. Flooding in lieu of tamping is not allowed. Under no circumstances shall truck wheels be used to compact backfill. Provide sand backfill a minimum of 6 inches over and under all piping under paved areas. PIPING Piping under existing pavement may be installed by jocking, boring, or hydraulic driving. No hydraulic driving is permitted under asphalt pavement. Cutting or breaking of existing pavement is not permitted. Carefully inspect all burrs and reaming. verification. pipe and fittings before installation, removing dirt, scale, Install pipe with all markings up for visual inspection and Remove all dented and damaged pipe sections. E. All lines shall have a minimum clearance of 6 inches from each other and 12 inches from lines of other trades. F. Parallel lines shall not be installed 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 a manner which will provide for expansion and contraction as recommended by the pipe manufacturer. I. Centerload all plastic pipe prior to pressure testing. J. All threaded plastic-to-plastic connections shall be assembled using Teflon tape. K. For plastic-to-metal connections, work the metal connections first. Use a nan-hardening pipe dope an all threaded plastic-to-metal connections, except where noted otherwise, All plastic-to-metal connections shall be made with plastic female adapters, L. All solvent weld mainline piping is to be secured with minimum one cubic foot thrust blocks at all 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 3.06 A. The exact location of the controller shall be approved by the Landscape Architect or Owner's authorized representative before installation. The electrical service shall be coordinated with this location. B. 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 area or in accordance with the irrigation schedule provided. A. 8. CONTROL WIRING Low voltage control wiring shall occupy the same trench and shall be installed along the same route as the pressure supply lines whenever possible. Where more than one wire is placed in a trench, the wiring shall be taped together in a bundle at intervals of 10 feet. Bundle shall be secured to the mainline with tape at intervals of 20 feet. C. D. E. All connections shall be of an approved type and shall occur in a valve box. Provide on 18 inch service loop at each connection. An expansion loop of 12 inches shall be provided at each wire connection and/or directional change, and one of 24 inches shall be provided at each remote control valve. A continuous run of remote control valve. prior approval. wire shall be used between a controller and each Under no circumstances shall splices be used without 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 control valves, manual valves, gate valves, and ball valves are to be installed in the approximate locations indicated on the drawings. B. Valve shall be installed in shrub areas whenever possible. C. Install all valves as indicated in the detail drawings. D. Valves to be installed in valve boxes shall be installed one valve per box. 3.08 VALVE BOXES A. Valve boxes shall be installed in shrub areas whenever possible. 8. Each valve box shall be installed on a foundation of 3/4 inch gravel backfill, 3 cubic feet minimum. Valve boxes shall be installed with their tops ½-inch above the surface of surrounding finish grade in lawn areas and 2 inches above finish grade in ground caver areas. 3.09 BASKET STRAINER A. Install basket strainer unit as indicated in the detail drawings. 8. Install basket strainer at location approved in the field and at height required by local codes. 3.10 SPRINKLER HEADS A. Sprinkler heads shall be installed as indicated on the drawings, 8. Spacing of heads shall not exceed maximum indicated on the drawings. C. Riser nipples shall be of the same size as 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. B. Quick coupler valves shall be set approximately 12 inches from walks, curbs, header boards, or paved areas where applicable. C. Unless designed as an integral part of the irrigation head, anti-drain valves will be installed under every head. The anti-drain valve will be the same diameter as the riser and be integral to the riser assembly. D. Install rain sensors as indicated on the drawings and as recommended by the manufacturer. 3.12 FLUSHING THE SYSTEM A, Prior to installation of sprinkler nozzles, the valves shall be opened and a full head of water used to flush out the lines and risers. B. Sprinkler nozzles shall be installed after flushing the system hos been completed. 3.13 ADJUSTING THE SYSTEM A. Contractor shall adjust valves, align heads, and check coverage of each system prior to coverage test. 8. If it is determined by the Architect or Owner's authorized representative that additional adjustments or nozzle changes will be required to provide proper coverage, all necessary changes or adjustments shall be made prior to any planting. C. The entire system shall be operating properly before any planting operations commence. D. Automatic control valves are to be adjusted so that the sprinkler heads operate at the pressure recommended by the manufacturer. 3.14 TESTING AND OBSERVATION A. B. C. 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. The Contractor shall be solely responsible for notifying the Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. When the sprinkler system is completed, the Contractor shall 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. D. E. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from the plans, or where the system has been wilfully installed as indicated on the drawings when it is obviously inadequate, without bringing this to the attention. of the Architect .. This test s~all be accepted by the Architect and accomplished before starting any planting. Final inspection will not commence without record drawings as 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 Clean-up shall be made as each portion of the work progresses. Refuse and excess dirt shall be removed from the site, all walks and paving shall be broomed, and any damage sustained on the work of others shall be repaired to original conditions. END OF SECTION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE 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 PLANNING DEPARTMENT 6 R I D G E LANDSCAPE ARCHITECTS 755 Raintree Drive, Suite 300 Carlsbad, CA 92000 Te! 760 438 1002 Fax 7€0 4381155 1r.v1w.ridge!a.com R.C.E. _____ _ REVIEWED BY: INSPECTOR DATE LANDSCAPE SPECIFICATIONS OPUS POINT LOT 11 LIONSHEAD A VENUE R.C.E. ______ 1-----1---+------------------i------, !::::=======================: APPROl!EP r._ l DATE BY DESCRIPTION APP'D DATE REVISIONS ,....-r _ L-1:-eil.:Oit PLANNING OWN BY MM PROJECT NO. CHKD ev __ R_S __ FIELD BY PIP 06-18 CMWD# II DRAWING NO. DWG 449-2L L7.2 SECTION 02950 LANDSCAPE PLANTING Part 1 -GENERAL 1 01 WORK INCLUDED A. Soil Preparation. B. Planting. C. Staking. D Sodding. E. Clean up. 1.02 RELATED WORK A Section 02811 -Landscape Irrigation System. 1.03 QUALITY ASSURANCE A. Source Quality: 1. Submit documentation at least 60 days prior to planting that all plant materials are available. Materials are subject to inspection after confirmation of ordering. 2. Materials are subject to inspection at place of growth and upon delivery, for conformity to specifications. Inspection, approval and rejection can also take place at other times during progress of work. 3. Request, in writing, inspection of plant materials at place of growth. Identify place of growth, and quantity of plants to be inspected. 4. As described in the planting notes for tree tagging, the Architect may opt to either visit the tree nursery or review photographs submitted by the Contractor. In either case visit the nursery and select trees conforming to specifications prior to review by the Architect. 1.04 SUBMITTALS A. Prior to installation submit for review and approval specifications 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 AND 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. Label trees, evergreens, bundles of containers of like shrubs and groundcover plants. State correct plant name and size indicated on plant list. Use durable waterproof labels with water-resistant ink which will remain legible for at least 60 days. D. Protect plant material during delivery to prevent damage to root ball or desiccation of leaves. E. Notify Architect 7 days in advance of delivery of plant materials and submit itemization of 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 care in handling, loading, unloading and storing of plant materials. Replace damaged materials. 1.06 JOB CONDITIONS A Perform actual planting only when weather and soil conditions are suitable in accordance with locally accepted practice. B. Coordinate this work of this section with installation of underground irrigation system, utilities, piping and watering heads. 1.07 SAMPLES AND TESTS A. Architect reserves the right to take and analyze samples of materials for conformity to specifications. Provide samples for testing upon request. Remove rejected materials from site immediately upon rejection at no additional cost Testing costs will be paid for by Owner if materials prove to be in compliance with specifications. B. Prior to amending soils, contractor shall have soil tested for agricultural suitability as described in planting notes. C. Provide 1 cubic foot sample of medium grind topping mulch to Architect for review and approval. 1.08 GUARANTEE A. Guarantee materials against poor, inadequate, diseased and inferior materials and workmanship for one year after 90 day maintenance agreement expiration. Part 2 -PRODUCTS 2 01 MATERIALS A The following organic, soil amendments and fertilizer are to be used for bid purposes only. Specific amendments and fertilizer will be selected and specified after rough grading operations are complete and Contractor has had soil samples tested. B. Provide standard, approved and first-grade quality materials, in prime condition when installed and accepted. Deliver commercially processed and packaged material in manufacturer's unopened containers bearing the manufacturer's guaranteed analysis. Supply a sample of all supplied materials accompanied by analytical data from an approved laboratory source illustrating compliance, or bearing the manufacturer's guaranteed analysis. C. D. E. F. G. Organic Amendment: 1. Nitrogen Stabilized: 0.56 to 0.84 percent N based on dry weight for wood residual or rice hulls. 2. Particle Size: 95 to 100 percent passing 6.35 mm standard sieve; 80 to 100 percent passing 2.33 mm standard sieve. 3. Salinity: Ensure that saturation extract conductivity does not exceed 3.5 millimohs per centimeter at 25 degrees C. as determined by saturation extract method. 4. Iron Content: Minimum 0.08 percent dilute acid soluble Fe on dry weight basis. 5. Ash: 0 to 6 percent dry weight Soil Amendment 1. Soil Sulfur Agricultural grade sulfur containing minimum of 99 percent sulfur expressed as elemental. 2. Iron Sulfate: 20 percent iron expressed as metallic iron, derived from ferric and ferrous sulphate, 10 percent sulfur expressed as elemental. 3. Calcium Carbonate: 95 percent lime as derived from oyster shells. 4. Gypsum: Agricultural grade product containing 98 percent minimum calcium sulphate. Fertilizer: 1. Planting Fertilizer: pelleted or granular form consisting of the following percents by weight and mixed by commercial fertilizer supplier: 6-nitrogen, 20-phosphoric acid, 20-potash. 2. Planting Tablets: Provide slow-release type with potential acidity of not more than 5 percent by weight containing the following percents by weight of nutrients listed: 20-nitrogen, 10-phosphoric acid, 5-potash, 2.6-combined calcium, 1,6-combined sulphur, 0.35-iron elemental from ferrous sulfate. Provide in 21 gram tablets manufactured by Agriform, or other approved. 3. Hydroseeding Fertilizer: provide ammonium phosphate which consists of the following percent by weight and mixed by a commercial fertilizer supplier: 16-nitrogen, 20-phosphoric acid, 0-potash. 4. Pre-Sod fertilizer: Provide type consisting of the following percents by weight and mixed by a commercial fertilizer supplier: 16-hydrogen, 20-phosphoric acid, 8-potash. 5. Sulphate of potash: 0-0-50. 6. Single super-phosphate Commercial product containing 18 to 20 percent available Phosphoric Pentoxide, or other approved. 7. Urea formaldehyde: 38-0-0. 8. Hydroseeding fertilizer: provide amonium phosphate which consists of the following percent by weight and mixed by a commercial fertilizer supplier: 16-nitrogen, 20-phosphoric acid, 0-potash. Import or Amended Top Soil: Ensure silt plus clay content of top soil does not exceed 20 percent by weight, with a minimum 95 percent passing the 2.0 mm sieve. Do not allow the sodium absorption ratio SAR to exceed 6. The electrical conductivity (ECE) of the saturation extract cannot exceed 3.0 millimohs per centimeter at 25 degrees C. Ensure boron content is less than 1 part per million as measured on the saturation extract. To ensure compliance with these requirements, submit samples of soil for analysis prior to, and following backfilling. Plant Materials: 1. Provide plant materials in accordance with State Department of Agriculture's regulation for nursery inspections, rules and ratings. Provide plants with a normal habit of growth, sound, healthy, vigorous and free from insect infestations, plant diseases, sunscalds, and other disfigurements. Ensure tree trunks are sturdy and have well hardened systems and vigorous and fibrous root systems which are not root or pot-bound. In the event of disagreement as to condition of root system, the root conditions of the furnished plants in containers will be determined by removal of earth from the roots of not less than two plants, or more than 2 percent of the total number of plants of each species or variety. Where container grown plants are from several sources, roots of not less than two plants of each species or variety from each source will be inspected. In the event that the sample plants inspected are found to be defective, the entire lot or lots of plants represented by the defective samples may be rejected. Plants rendered unsuitable for planting due to this inspection will be considered samples and will be provided at no cost to the Owner. 2. Size of plants will correspond with that normally expected for species and variety of commercially available nursery stock or as specified on drawings. The minimum acceptable size of plants measured before pruning with the branches in normal position, must conform with the measurements specified in plant list. If approved by The Owner, larger sized plants may be used, but without additional cost. If larger plants are approved for use, the ball of earth or spread of roots for each plant will be increased proportionately. 3. Plants not meeting requirements of these specifications are considered to be defective whether in place or not. They must be immediately removed and replaced with new acceptable and approved plants of the required size, species and variety at no additional cost to the Owner. 4. Pruning: Do not prune, trim. top or alter the shape of trees or plants except as approved. 5. Provide plant material true to botanical and common name and variety as specified in Annotated Checklist of Woody Ornamental Plants in California, Oregon and Washington, published by University of California School of Agriculture (latest edition). 6. Nursery Grown and Collected Stock: Grow under climatic conditions similar to those in locality of project; container-grown stock in vigorous, healthy condition, not root-bound or with root system hardened off. Use only liner stock plant material which is well established in removable containers or formed homogeneous soil sections. 7. Sod: Provide Marathon II 'BONZAI'. 8. Select trees which are aesthetically desirable and are good examples of the species. Trees with gashes, misshapen trunks or branches, topped leaders, structural defects, badly crossed branches, or other visual defects will not be accepted. 9. Seed: Label seed and provide in sealed containers with signed copies from vendor certifying that each container is fully labeled in compliance with State Agricultural Code and is in compliance with minimum requirements of these specifications. Wet, moldy or damaged seed will not be permitted. Provide seed mix per plan. H. Hydroseeding 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 a consistent texture which disperses evenly and remains suspended in agitated water. Provide with a temporary green dye and the following percentage property analysis: moisture content 9 plus or minus 0.8; 3 o.d. basis; organic matter 99.2 plus or minus 0.8: ash content 0.8 plus or minus 0.2:pH 4.8 plus or minus 0.5;water holding capacity (grams of H2O per 1 00grams of fiber) 1150 minimum. I. Hydroseeding Additive (Binder): Provide Ecology Control-M-Binder organic seeding additive. J. Guying and Staking Materials: 1. Wood Tree Stakes: lodge pole pine, full treated with Coppernaphthanate Wood Preservative in strict accordance with FS TT-W-572 Type I, Composition B, 2 inch minimal normal size diameter by 10 feet long, no split stakes. 2. Ties: Provide rigid lie stock No. LP, size corresponding to tree box size as manufactured by VIT Company or other approved. K. Tree Paint: Provide Morrison Tree Seal, Cabot Tree Paint, or other approved. L. Water: Provide clean, potable water. M. Mulch: Provide medium grind bark, consisting of organic, fibrous, woody bark mixture of varied particle size such that 90 to 100 percent passes 1 inch sieve, 80 to 100 percent passes 1/2 inch sieve, and 20 to 60 percent passes 1/4 inch sieve, or approved equal. Mulch shall be free of contaminants and weed seed and shall have a pleasant musty or moldy soil-like odor. Putrid, ammonia and sour-smelling materials will be deemed unacceptable. Recycled construction materials will not be permitted. N. Wood Headerboards: 1. Provide 2-inch by 4-inch pressure treated Douglas fir or redwood construction grade headerboards. Make splices with 1-inch by 4-inch pieces no less than 12 inches long. Place 1-inch by 3-inch by 16-inch stakes at intervals of not more than 5 feet. Cut stakes level and set below top of headerboards. 2. On sharp turns and curves, four1/.-inch by 4-inch laminated boards, or two 1-inch by 4-inch laminated boards may be permitted. 3. Nail stakes and splices with galvanized common nails. Nail as required for solid installation. 4. Provide header as shown on drawings, laid true to line and grade, protect in-place adjacent improvements, shrubbery and other properties. Place stakes on ground cover side of header. 0. Sand: Provide washed silica sand. P. Root Barrier: UB24-2 by Deep Root Corp., (800)458-7668. Install at all trees within 5' of concrete paving, curbs or mow strips, or as shown on plans. Install barrier with vertical ribs facing toward the tree and with the top edge ½" above finish grade. Part 3 -EXECUTION 3.01 INSPECTION A. Obtain certification that final grades to 111 0 foot have been established 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 as required. B. Inspect trees, shrubs and liner stock plant material for injury, insect infestation and trees and shrubs for improper pruning. C Do not begin planting of trees until deficiencies are corrected or plants replaced. 3.02 PREPARATION A. Soil Preparation: 1. After proper finished grades have been verified or established, cross-rip all planting areas to a depth of 12", condition and fertilize soil in accordance with recommendations of soil testing laboratory and as approved by Owner. 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 1,000 square feet Nitrogen stabilized organic amendment 16-16-16 Commercial Fertilizers Agricultural gypsum Soil sulphur 4 cubic yards 15 lbs. 100 lbs. 20 lbs. 2. At time of planting, ensure that top 2 inches of all areas to be planted or seeded are free of stones, stumps, and other deleterious matter 1 inch in diameter or larger, and free from wire, plaster, concrete, wood, and similar materials which would cause hindrance to planting or maintenance. B. 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 site and surface drainage is away from building. Final grades are to be 1 inch below adjacent paved areas, sidewalks, valve boxes, headers, clean-outs, drains, manholes, etc., or as shown on drawings or required by City. Eliminate erosion scars prior to commencing maintenance period. 3.03 PLANTING INSTALLATION A. General: 1. Perform actual planting only during those periods when weather and soil conditions are suitable and in accordance with locally accepted practice, as approved. 2. Distribute in planting areas only as many plants as can be planted and watered that same day. 3. Ensure that containers which are opened and plants removed are handled with care such that ball 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. The irrigation system shall be operational and approved prior to planting. B. Pre-Plant Weed Control: 1. Use a non-selective systemic contact herbicide as recommended and applied by an approved licensed landscape pest control advisor and applicator. Leave sprayed plants intact for at least 15 days. 2. Clear and remove these existing weeds by mowing or grubbing off all plant parts at least 2 inches below surface of soil over entire areas to be planted. 3. After irrigation system is operational, apply water for 1 0 days as 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 pits are dug. Gain City approval. If underground construction or utility lines are encountered in the excavation of planting areas, other locations for planting may be selected by Owner. Accomplish layout with flagged grade stakes indicating plant names and specified container size on each stake. Confirm location and depth of underground utilities and obstructions. D. Planting 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 1-112 times the depth of the root ball for all trees and shrubs. 5. Cut cans on two sides with acceptable can cutter only. Do not injure root ball. Superficially loosen edge roots on three sides after removing from can. 6. Remove bottom of plant boxes before planting. Remove sides without damage to root ball after positioning plant and partially backfilling. 7. Center plant in pit or trench. 8. Face plants with fullest growth into prevailing wind. 9. Set plant plumb and hold rigidly in position until soil has been firmed around ball or roots. 10. Backfill container plants with: 6 parts 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 are made as a result of the soils testing described on the planting plan. 11. Raise all plants which settle deeper than the surrounding grade. After plant has been placed, add sufficient backfill to hole to cover approximately 112 of root ball. Add water to the top and thoroughly saturate root ball and adjacent soil. 12. After water has completely drained, place planting tablets: 1 tablet per 1-gallon container 2 tablets per 5-gallon container 3 tablets per 15-gallon container 4 tablets per 24 inch box 5 tablets per 30 inch box 6 tablets per 36 inch box 7 tablets per 42 inch box 8 tablets per 48 inch and larger boxes 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 after backfilling. Provide basin of depth sufficient to hold at least 2 inches of water. Construct basins with amended backfill. Remove basin in all turf areas after initial watering. 14. Limit pruning to minimum necessary. Remove injured twigs and branches. Pruning may not be done prior to delivery of plants. Paint cuts over 3/4 inch in diameter with tree paint. 15. Stake trees immediately after 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 surfaces. E. Planting Groundcover: 1. Ensure that groundcover remains in the flats until transplanting. Flats' soil must contain sufficient moisture so it will not fall 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 fiat soil. Immediately sprinkle after planting until entire area is soaked to full depth of each hole. Protect plants from damage and trampling. CONTINUED ON NEXT SHEET 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 I O G E LANDSCAPE ARCHITECTS 755 Raintrae Drive, Suite 300 Carlsbad. CA 92009 Tel 76(14381002 Fax 7604381155 www.ridge!a.com R.C.E. ------ REVIEWED BY: INSPECTOR DATE R.C.E. _____ _ DATE BY DESCRIPTION DATE REVISIONS APP'D LANDSCAPE SPECIFICATIONS OPUS POINT LOT 11 LIONSHEAD A VENUE APPROVE?// ( . -J-1-.-r'l-t' _ q, t\l. ... 1L __ _ PLANNING OWN BY __ M=M __ CHKD BY_-'-R"'S __ FIELD BY CMWD# PROJECT NO. PIP 06-18 __ (,,,-ZA,-,o'"'I DATE DRAWING NO. DWG449-2L L7.3 F. Hydroseeding: 1. Install large 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 mixes 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 by first adding water to the tank when the engine is at half throttle. When water level has reached height of agitator shaft, provide full circulation, then add seed, followed by fertilizer, then mulch. Only add the mulch to the mixture after the seed and the tank is at least 113 filled with water. By the time the tank is 213 to 314 full, all mulch shall 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 fall like rain allowing the wood fibers to build on each other until a good coat is achieved and the material is spread at the required rates. 8. Remove slurry not used within two hours from the site. 9. Fill out the daily worksheets by the nozzle man, 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 has a built-in agitation system and operating capacity sufficient 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. 13. Slurry distribution lines shall be large enough to prevent stoppage and shall be 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 tank and nozzles within sufficient proximity of areas to be seeded. 14. Hydraulic equipment used for pesticide applications shall consist of a clean 150 gallon capacity fiberglass tank, complete with mechanical agitation. Pump volume shall be 1 O gallons per minute, while operating at a pressure of 100 pounds per square inch. Distribution lines shall be large enough to carry the volume of water necessary for even chemical distribution. Spray nozzle must cover a 15-foot swath, with a minimum output of 5 gallons per minute at 80 pounds per square inch. G. Sod Planting 1. Remove rocks, weeds and debris from areas to be sodded. Work up soil to a depth of 6 inches, and break up all clods. 2. Carefully smooth all surfaces to be sodded. Roll area to expose soil depressions or surface irregularities. Re-grade as required. 3. Spread turf fertilizer 16-20-0 onto soil evenly at rate of one pound per 100 square feet of lawn area. Rake in lightly. Be sure soil is level and smooth before laying sod. Avoid laying sod on bone dry soil. 4. Lay first strip of sod slabs along a straight line use a string in irregular areas. Butt joints tightly, do not overlap edges. On second strip, stagger joints much as in laying masonry. Use a sharp knife to cut sod to fit curves, edges, sprinkler heads. 5. Do not lay whole lawn before watering. When a conveniently large area has been sodded, water lightly preventing drying. Continue to lay sod, and to water until installation is complete. 6. After laying sod. roll lightly to eliminate irregularities and to form good contact between sod and soil. Avoid heavy roller or excessive initial watering which may cause roller marks. 7. Water thoroughly the completed lawn surface. Soil should be moistened at least 8 inches deep. Repeat sprinkling at regular intervals to keep sod moist at all times until rooted. After sod is established. decrease frequency and increase amount of water per application as necessary. 8. Replace all dead or dying sod with equal material. I. Mulch Cover: Dress all groundcover, perennial and annual beds with 2" layer of mulch, except 2: 1 slopes and turf areas. 3.04 CLEAN-UP A After all planting operations are complete, remove all trash, excess soil. empty plant containers, and rubbish from the property. Repair scars, ruts and other marks in the ground and leave ground in a neat and orderly condition. B. Leave the site in a broom-clean condition, and wash down all paved areas within the project site. Leave walks in a clean and safe condition. 3.05 OBSERVATION SCHEDULE A Notify Owner in advance for the following inspections according to the time specified: 1. Pre-Job conference -7 days. 2. Final grade review -48 hours. 3. Plant material review -48 hours. 4. Plant layout review -48 hours. 5. Soil preparation and planting operations 48 hours. 6. Pre-maintenance -7 days. 7. Final inspection -7 days. B. No site visits shall commence without all items noted in previous observation reports either completed or remedied unless such compliance has been waived by the Architect. END OF SECTION SECTION 02970 LANDSCAPE MAINTENANCE Part 1 -GENERAL 1.01 SECTION INCLUDES A 90 day maintenance. B. Weeding. C. Fertilization. 1.02 RELATED WORK SPECIFIED IN OTHER SECTIONS A. Section 02811 -Landscape Irrigation. B. Section 02950 -Landscape Planting. C Section 02520 -Portland Cement Concrete Paving. 1.03 QUALITY ASSURANCE A Provide services by an experienced landscaping maintenance company. 1.04 MAINTENANCE PERIOD A Continuously maintain all site areas involved in this contract during the progress of work and during the maintenance period until final acceptance of the work by City. Improper maintenance or possible poor condition of the project at the termination of the scheduled maintenance period may cause postponement of the final completion date of the Contract at no additional cost to Owner. Continue maintenance until acceptable to the Owner. B. Provide sufficient numbers of workers and adequate equipment to perform work during maintenance period. C. Maintenance period does not start until all elements of construction, planting, and irrigation for the complete project are in accordance with the contract documents for this project. D. Request an inspection to begin maintenance period after all planting and related work has been completed in accordance with contract documents. Maintenance period commences as described in written notification by the Owner. E. Prior to commencement of maintenance period, ensure that all ground covers and lawn areas have been planted and that all lawn areas show an even, healthy stand of grass seedlings or sod, grass having been mown twice. F. Any day or days that there is failure to properly maintain plantings, replace suitable plants, perform weed control or maintain hardscape areas will not be credited as part of the 90 days maintenance. The project will not be segmented into maintenance phases. G. Keep paved areas free of silt, dirt, leaves and other planting area debris. Maintain these areas at least broom clean through the duration of the maintenance period, cleaning no less often than once per week. 1 .05 GUARANTEE AND REPLACEMENT A. Guarantee: Guarantee plant material against any and all poor, inadequate or inferior materials and workmanship for one year. Replace plants found to be dead or in poor condition due to faulty materials or workmanship, at no extra cost to Owner. B. Replacement: Replace materials found 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 sent. Architect has the right to make emergency repairs without releasing Contractor's guarantee and warranty to Architect. 1.06 INSPECTIONS A. Request normal progress inspection at least 72 hours in advance of an anticipated inspection. Inspections are as follows: 1. Immediately prior to commencement of this maintenance work. 2. Completion of first [901 day maintenance period. 3. Final acceptance. 1.07 PROJECT FINAL ACCEPTANCE A. Prior to date of final inspection, acquire approved reproducible prints and finally record from the job record set, all changes made during construction and deliver them to Architect. B. Deliver guarantees to Architect. Part 2 -PRODUCTS 2.01 MATERIALS A. B. Ensure that all materials conform to other sections of these specifications for planting and irrigation, and as acceptable to Architect. Provide monthly record of all herbicides, insecticides and disease control chemicals used on site. Part 3 -EXECUTION 3 01 MAINTENANCE A. Weed and cultivate all areas at intervals of not more than 10 days. B. Perform watering, mowing, rolling, edging, trimming, fertilization, spraying, pest control, and cleaning as may be required. C. Street gutters and curbs are to be included. D. Maintain adequate protection for people and property, and be financially responsible for damages and injuries. Notify the Architect immediately should damage occur as a result of maintenance operations and provide repair or remuneration. E. Between the 15th and 20th calendar day of the maintenance period, reseed or resod all spots or areas within the lawn where normal turf growth is not evident. 3.02 TREE AND SHRUB CARE A. Watering: Maintain a large enough water basin around plants so that enough water can be applied to establish moisture through the major root zone. When hand watering, use a water wand to break force of water. B. Pruning: 1. Prior to any pruning obtain written approval from the Architect to proceed. 2. Trees: a. Propose tree pruning to the Architect should there be health or structural reasons for doing so, including the need to eliminate diseased or damaged growth, eliminate structurally unsound growth, reduce potential for wind toppling or wind damage, or maintain growth within limited space. b. If requested by the City provide pruning for aesthetic enhancement according to "pruning" by Sunset Books. c. Major pruning of deciduous trees shall be during their dormant season. 3. Shrubs: a. The objectives of shrub pruning are the same as for trees. Do not clip shrubs into balled or boxed forms unless such is required by the design. b. Make pruning cuts to lateral branches or buds or flush with trunk. Stubbing will not be permitted. C. Staking and guying: Ensure that stakes and guys remain in place through acceptance and monitor to prevent girdling of trunks or branches and to prevent rubbing that causes bark wounds. All nursery stakes shall be removed. D. Weed control: Keep all areas free of weeds. Use recommended legally approved herbicides. Avoid frequent soil cultivation that destroys shallow roots. Use mulches per specifications to help prevent weed seed germination. E. Insect and disease control: Maintain a reasonable control with approved materials. F. Fertilize as specified by the agronomic soils testing recommendations and as follows for bid purposes: 1. Commencement of maintenance 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 dress fertilizer. 3. At end of maintenance period and at 30 day intervals should maintenance period be extended for any reason -6 pounds per 1,000 square feet with fertilizer mix. 4. Avoid applying fertilizer to the root ball and base of main stem: rather, spread evenly under plant to drip line. Rates will vary from about a cup of nitrate 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. G. Replacement of plants: Replace dead. dying and missing plants with plants of a size, condition and variety acceptable to the Architect at no additional cost to the Owner. 3 03 GROUND COVER CARE A. Weed control: Control weeds, preferably with pre-emergent herbicides, but also by hand or with selective systemic herbicides. Hoe weeds as little as possible since this may result in plant damage. B. Watering: Water enough that moisture penetrates throughout root zone and only as frequently as is necessary to maintain healthy growth. C. Trash: Remove as 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 lawns at such frequency as weather conditions required to replenish soil moisture 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 as not to impede the Owner's operations. Mowing times may be at times other than normal working hours or days. Perform work at Owner's convenience at no additional cost to the Owner. 2. Clean up grass clippings during and after mowing, and remove legally from site. Use of blowing-type equipment in lieu of sweeping or vacuuming is not acceptable. E. Renovating: 1. If required, remove thatch by verticutting, preferably in the Fall of the year, 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 Fall and treated for crabgrass control in the following late Winter. 2. Clean up grass 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: Check all systems for proper operation. Lateral lines must be flushed out after removing the last sprinkler head or two at each end of the lateral. Adjust heads as necessary for unimpeded coverage and no overspray. B. Controllers: Set and program automatic controllers for seasonal water requirements. Give Owner a key to controllers and instruction on how to turn off system in case of emergency as specified in other sections of these specifications. C. Repair all damages to irrigation system at no additional cost to the Owner. Make all repairs within one watering period. END OF SECTION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE 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. I "~i;a· 11 CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE SPECIFICATIONS DATE R I D G E LANDSCAPE ARCHITECTS R.C.E. ____ _ OPUS POINT LOT 11 LIONSHEAD A VENUE R.C.E. ______ i----t--t-----------------r-7i;:=;;:,:;::;::~==================~ APPROVED / 755 Raintree Drive, Suite 300 Carlsbad, CA 92009 Tel 760 438 1002 Fax_ 7604381155 www.ridgela.com f--RE-V-IEW_E_D _BY-,----------~---_--1+_-_;_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_~~---_-_-_-_---tt---_-_--;--t l"!..J-; Cf, ~L~it C.. • 24,·c,'1 f---+--1-----------------+---i I PLANNING ' DATE :=====M:::M;==;;:::=====~;:=======: OWN BY-~"---PROJECT NO. DRAWING NO. CHKD ey __ R_S __ nELD BY PIP 06-18 DWG 449-2L INSPECTOR DATE DATE BY DESCRIPTION APP'D REVISIONS CMWD# L7.4 -o ...... U).._"'