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DWG 498-6L; SDP 16-15; VICTORY CARLSBAD OAKS LOT 5; 01-28
DEPARTMENT OF ENVIRONMENTAL HEAL TH 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, OR 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 POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 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 10:00 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.) 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/ 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 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 THE CARLSBAD MUNICIPAL WATER DISTRICT AND 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 SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW / CROSS-CONNECTION PROTECTION, THE RECYCLED PURVEYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT BEN BADIEE AT (888) 815-8886. OR AFTER HOURS CONTACT BEN BAD IEE AT (888) 815-8886. 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/ 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 DAILY 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. WATER EFFICIENCY NOTES OUTDOOR WATER USE: A WATER BUDGET SHALL BE DEVELOPED FOR LANDSCAPE IRRIGATION USE THAT CONFORMS TO THE LOCAL WATER EFFICIENT LANDSCAPE ORDINANCE. WHERE NO LOCAL ORDINANCE EXISTS, SHOW COMPLIANCE WITH THE CALIFORNIA DEPARTMENT OF WATER RESOURCES MODEL WATER EFFICIENT LANDSCAPE ORDINANCE. SEC. 492.5 THRU 492.9, 492.10 & 492.11 OF THE STATE ORDINANCE AT HTTP://WWW.WATER.CA.GOV/WATERUSEEFFICIENCY/DOCS/WATERORDSEC492.CFM. OUTDOOR WATER USE: NEW WATER SERVICE (OR ADDITIONS/ALTERATIONS WITH> 1,000 SQUARE FEET OF CUMULATIVE LANDSCAPED AREA), SEPARATE SUBMETERS OR METERING DEVICES SHALL BE INSTALLED FOR OUTDOOR POTABLE WATER USE. ALSO, IRRIGATION CONTROLLERS AND SENSORS SHALL BE INSTALLED. CGC SECTIONS 5 304.2 AND 5.304.3. PRIOR TO FINAL INSPECTION THE LICENSED CONTRACTOR, ARCHITECT OR ENGINEER IN RESPONSIBLE CHARGE OF THE OVERALL CONSTRUCTION MUST PROVIDE TO THE BUILDING DEPARTMENT OFFICIAL WRITTEN VERIFICATION THAT ALL APPLICABLE PROVISIONS FROM THE GREEN BUILDING STANDARDS CODE HAVE BEEN IMPLEMENTED AS PART OF THE CONSTRUCTION. CGC 102.3. RECYCLED WATER SYSTEM (PRIVATE) CARLSBAD OAKS LOT 5 INSPECTION PROCEDURES 1. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE: A REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED WATER LINES (HORIZONTALLY AND VERTICALLY. B. PIPE IDENTIFICATION. C. SLEEVING AT CROSSINGS. D. APPROPRIATE MATERIALS AND MARKING, INCLUDING PROPER QUICK COUPLERS. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A SIGNAGE INSTALLED PER PLAN. B. CONTROLLER STICKERS. C. TAGGING OF VALVES D. COVERAGE TEST AFTER COMPLETION OF THE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER USE. E. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. G. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. H. CROSS-CONNECTION TEST IF REQUIRED. I. COLOR CODED, LAMINATED CHARTS INSIDE EACH CONTROLLER. 3. ANNUAL INSPECTION SHALL INCLUDE: A. A COMPLETE INSPECTION THAT WILL COVER A -I OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. AS-BUil T PLAN REQUIREMENTS CONTRACTOR SHALL PREPARE AS-BUILT "RECORD DRAWINGS" IN ACCORDANCE WITH SPECIFICATION SECTION 02811, PART 1.09 A, INDICATING ALL CHANGES IN THE WORK WHICH CONSTITUTE DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS. THESE DRAWINGS SHALL BE TURNED OVER TO THE LANDSCAPE.ARCHITECT AT THE COMPLETION OF THE LANDSCAPE INSTALLATION. FINAL AS-BUILT PLANS SHALL BE PREPARED BY THE LANDSCAPE ARCHITECT, BASED ON THE INFORMATION PROVIDED BY THE CONTRACTOR, AND DRAFTED CLEARLY TO THE SATISFACTION OF THE CITY, AND THE ORIGINAL PLANS SHALL BE SUBMITTED TO THE CITY FOR THEIR KEEPING. NOTE: FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY PLANNING DEPARTMENT AND FINAL PLANS WILL BE REQUIRED TO BE APPROVED BY THE CITY PRIOR TO SECURITIES RELEASE. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXCERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE 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 HEAL TH IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. B~fit/1/1 -" JAM SJ. , R.L.A. #2809 FIRM NAME AND ADDRESS: TELEPHONE NUMBER: REGISTRATION NUMBER: EXPIRATION DATE: OWNER NAME AND ADDRESS: TELEPHONE NUMBER: RIDGE LANDSCAPE ARCHITECTS 8841 RESEARCH DRIVE, SUITE 200 IRVINE, CA 92618 (949) 327-1323 2809 MAY 31, 2017 VICTORY CARLSBAD OAKS INNOVATION CENTER L.P. P.O.BOX3111 SAN DIEGO, CA 92038 (888) 518-8886 DECLARATION OF WATER EFFICIENCY COMPLIANCE I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S WATER EFFICIENT LANDSCAPE REGULATION. I HAVE PREPARED THESE PLANS IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. SIGNE¥iifffi-~ JAME'S J. RIDGE, LANDSCAPl;fl RCHITECT DATE ~J//(7 --~--+, ~-,,.., ----- R.LA #2809 / / NOTE: PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. Carlsbad, California SPECIAL NOTES A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY, 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 SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTll,G 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. "FINAL LANDSCAPE CERTIFICATION FORM" EMAIL TO: mikeelliolt2@cox.net 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 http: I /www. ca rl sba dca . gov /services/de pa rt me nts/wa ter ID o cu men ts/recycl edwa te r ba ckfl owteste rl ist pdf FOR RECYCLED, OR http://www.carlsbadca.gov/services/departments/water/Documents/waterbackflowtesterlist.pdf FOR POTABLE, OR CALL (760) 438-2722. SIGNAGE NOTES I. THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" X 11" SIZE SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. II. I, ., GUIDELINES FOR RECYCLED WATER USE: 1. IRRIGATE BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM ONLY. WATERING OUTSIDE THE TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. 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. 3. ADJUST 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. 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. 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. 6. 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. 7. 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 PERMAMENT 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. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS, 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. I TYPICAL SIGNS I I (N.T.S,} / ., / WARNING RECYCLED WATER DO NOT DRINK RECYCLED WATER WASH H~~S~FTER CONTACTING LAVESE SUS ~OS D~SPUES DE USAR ' In Order to Conserve Water ... RECYCLED WATER IN USE DO NOT ® NO TOME DRINK EL AGUA WASH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USAR 12" X 36" SIZE ~ ""'--1" BLACK LETTE:S 2" BLACK LETTERS 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS • • ~--z••=-------------------------_,,.::'.--,_.,,,.,._.-~----~,.~.~--~--.. ~-• -~-::W, .=s!;.= :,-•-~--~--r.'-~~/--<---. .,;,,~----:;;:-~.,---••• ~• ~~ ', SHEET INDEX PROJECT SITE SHEET TITLE SHEET NO. RECYCLED WATER/ TITLE SHEET 1 HARDSCAPE PLAN 2-3 HARDSCAPE LAYOUT PLAN 4-5 HARDSCAPE ENLARGEMENT PLAN 6 HARDSCAPE LAYOUT ENLARGEMENT PLAN 7 HARDSCAPE DETAILS 8-9 IRRIGATION PLAN 10 -11 IRRIGATION LEGEND 12 -13 IRRIGATION NOTES 14 IRRIGATION CALCULATIONS 15 HYDROZONE DIAGRAM 16 IRRIGATION DETAILS 17 -20 PLANTING PLAN 21 -22 PLANTING DETAILS 23 SPECIFICATIONS 24-28 PROJECT MAP LEGEND SYMBOL -------RC------- ----RC---- --w--w-- DESCRIPTION PROPOSED RECYCLED WATER IRRIGATION MAINLINE "EXISTINGW C.O.N.B.A. MAINTAINED OFF-SITE SLOPE RECYCLED WATER LINE. PROPOSED FIRE SERVICE LINE PROPOSED POTABLE WATER BUILDING SERVICE LINE -- AREA OF ON-SITE RECYCLED WATER USE (OWNER MAINTAINED LANDSCAPE AREA) AREA OF OFF-SITE C.O.N.BA RECYCLED WATER USE (C.O.N.BA MAINTAINED LANDSCAPE AREA) B * 181 liiJ !!El --RW ·--RW- -w-w-w-w-· RECYCLED WATER IRRIGATION METER "DO NOT DRINK" RECYCLED WATER SIGN LOCATIONS BUILDING POTABLE WATER METER BUILDING POTABLE WATER BACKFLOW PREVENTOR DOUBLE CHECK DETECTOR ASSEMBLY RECYCLED WATER IRRIGATION BACKFLOW PREVENTOR SYMBOL REPRESENTS AREA OF RECYCLED AND POTABLE WATER LINE CROSSOVER EXISTING RECYCLED WATER EXISTING POTABLE WATER 1/VHIPTAIL LOOP CARIBOU CT FARADAY AVE VICINITY MAP SCALE: NOT TO SCALE N EB co ~ co I co I 0 C\I (I') ~ cc ..J EB PRO.JECT MAP I APPROVED FOR Plf.NTING AND IRRIGATION ONLY, INCUUDING PRECISE i LOCATION OF PLANTING AREAS. COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH LAND AND WATER QUALITY DIVISION GLENN LEEKS ENVIRONMENTAL HEALTH SPECIALIST "AS-BUILT" RLA# EXP. REVIEWED BY: INSPECTOR DATE DATE I DATE ' CARLSBAD MUNICIPAL WATER DISTRICT ' 1------+--+-------------+--+-----1-------1----------1 ~ CITY OF CARLSBAD ,~ L___1___J PLANNING DIVISION ~ Architects 8841 RESEARCH DR SUITE 100 IRVINE· CA 92618 949.387.1323 RIDGELA.lOM CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME: ____________ _ ADDRESS: 1ELEPHONE: ______ _ DATE PLAN PREPARED: __________ _ BY: DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL - DATE INITIAL CITY APPROVAL ' PRIVATE (ONSl1E) RECYCLED WATER SYS1EM FOR:: CARLSBAD OAKS LOT 5 I LOT 5, CARIBOU COURT RECYCLED WATER TITLE SHEET APPROVED: ~~ w f:;\\:.Jl-'? •Z..'">-(i PLANNING DATE DRWN BY· PROJECT NO, ,. DRAWING NO, CHKD BY: RS SOP 16-15 498-6L CONSTRUCTION LEGEND SYMBOL DESCRIPTION ,_ (1) CONSTRUCT PEDESTRIAN RATED CONCRETE PAVING (2J CONSTRUCT SAWCUT CONTRACTION JOINT (3J CONSTRUCT HIDDEN EXPANSION JOINT (4) CONSTRUCT ISOLATION JOINT ® FURNISH & INSTALL PRE-CAST CONCRETE TRUNCATED DOME PAVERS (6) CONSTRUCT CONCRETE PAVING AT CURB CONNECTION (1') CONSTRUCT NEW TO EXISTING PAVING CONNECTION ® CONSTRUCT ACCESSIBLE CURB CUT RAMP ® CONSTRUCT TUBE STEEL TRELLIS STRUCTURE @) FURNISH AND INSTALL BIKE RACK @ FURNISH AND INSTALL SITE FURNISHINGS PER SCHEDULE " COLOR AND FINISH SCHEDULE SYMBOL PAVING: KEY DESCRIPTION ~ CONCRETE PAVING TYPE: A CONCRETE PAVING TYPE:B CONCRETE PAVING TYPE:B l□A7 PRE-CAST CONCRETE l.'.::.2J TRUNCATED DOME PAVERS MANUFACTURER L.M SCOFIELD (800) 800-9900 L.M SCOFIELD (800) 800-9900 ACKERSTONE (951) 674-0047 COLOR NATURAL C-12 'MESA BEIGE', DOUBLE DOSE C-14 'FRENCH GRAY' DOUBLE DOSE ONYX #PTD-61 0 DETAIL REF. B, SHEET 8 A, SHEET8 A, SHEET 8 A, SHEET 8 D, SHEET 8 E, SHEET 8 A, SHEETS C, SHEET 8 G, SHEET 9 F, SHEET 8 \ \ \ .\ FINISH OPTIMUS SURFACE RETARDANT #05, LIGHT WASH FINISH OPTIMUS SURFACE RETARDANT #05, LIGHT WASH FINISH OPTIMUS SURFACE RETARDANT #03, LIGHT WASH FINISH STANDARD FACE MIX FINISH \ \ COMMENTS i . I JOINTS: SAWCUT CONTRACTION/HIDDEN EXPANSION JOINTS: SAWCUT CONTRACTION/HIDDEN EXPANSION JOINTS: SAWCUT CONTRACTION/HIDDEN EXPANSION STACKED BOND PATTERN NOTE: CONTRACTOR SHALL PREPARE 4' SQ, SAMPLE OF ALL PAVING FINISHES, PER SPECIFICATIONS, FOR REVIEW AND APPROVAL BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. SITE FURNISHINGS: SYMBOL KEY DESCRIPTION DINING TABLE AND CHAIRS ADA DINING TABLE AND CHAIRS DINING TABLE AND CHAIRS MANUFACTURER LANDSCAPE FORMS (800) 430-6209 LANDSCAPE FORMS (800) 430-6209 LANDSCAPE FORMS (800) 430-6209 COLOR FINISH TITANIUM POWDERCOAT TITANIUM POWDERCOAT TITANIUM POWDERCOAT MODEL/ QUANTITY 'CAROUSEL' SEATING, 6-SEAT BACKLESS, SEAT PANELS PERF. METAL, TOP STEELHEAD PERF., SURFACE MOUNT/ TOTAL=4 'CAROUSEL' SEATING, 5-SEAT BACKLESS, SEAT PANELS PERF. METAL: TOP STEELHEAD PERF.·, SURFACE MOUNT/ TOTAL=2 'CAROUSEL' SEATING, 4-SEAT BACKLESS, SEAT PANELS PERF. METAL, TOP STEELHEAD PERF., SURFACE MOUNT/ TOTAL=2 ----------------- ,c••,•t .• \;Vi\ ' \ \ . . -,,. •' ' I : I ------111,1+---- H"; I I I : I 11+--~-----' I I 11-----~ ~-----12Ml>:ISI' I I , I Ill+---- "--=""=-il;111_..=- ' ' : . ' I 11+-----------, I \ \ COLOR AND FINISH SCHEDULE SYMBOL KEY DESCRIPTION SITE FURNISHINGS: SYMBOL 0 I KEY DESCRIPTION ADA DINING TABLE AND CHAIRS 1ss1 TRASH RECEPTACLE 1s61 BIKE RACK 1S71 BENCH 0 10 20 MANUFACTURER MANUFACTURER LANDSCAPE FORMS (800) 430-6209 LANDSCAPE FORMS (600) 430-6209 COLUMBIA CASCADE (600) 547-1940 LANDSCAPE FORMS (800) 430-6209 40 60 SCALE AND NORTH \ \ \ COLOR COLOR \ TITANIUM TITANIUM • \ \ \ ' ' \ / \ , -i'i\ ~ ~ -· i/.. , .. ~ I ··········'--·•· J i I \ \ PROPOSED BUILDING -. .., - I I . ., . FINISH FINISH FOR ENLARGEMENT OF THIS AREA, SEE SHEET 6. COMMENTS MODEL/ QUANTITY POWDERCOAT 'CAROUSEL' SEATING, 3-SEAT BACKLESS, SEAT PANELS PERF. METAL, TOP STEELHEAD PERF., SURFACE MOUNT/ TOTAL=1 POWDERCOAT 'COLLECT LITTER' W/ ASH PAN TOP, 23 GAL. SIDE OPENING, SURFACE MOUNT /TOTAL=3 Iv STAINLESS STEEL FINISH 2170-7-G/ TOTAL=1 TITANIUM POWDERCOAT 'REST' BENCH, BACKED W/ ARM, SURFACE MOUNT, JARRAH WOOD SLATS/ TOTAL=4 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I lio--1 KEYMAP r I J I j I f j I r r r ! i SYMBOL LEGEND -Low- PA (E)PA TURF (E)TURF FOC CONTROL JOINT EXPANSION JOINT LIMIT OF WORK PLANTER AREA EXISTING PLANTER AREA TURF AREA EXISTING TURF AREA FACE OF CURB -----PROPERTY LINE ALIGN n ALIGN I THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY: /f---~------------------------1 !© CONCRETE CURB PER CIVIL ENGINEER'S SHEETS • f@ / B PARKING STRIPING PER ARCHITECT'S SHEETS ' C , EXISTING CONCRETE PAVING TO BE PROTECTED IN PLACE '© ! I f-----==------t------------------------1 I ' ® ASPHALT PER CIVIL ENGINEER'S SHEETS c--==-----l------------------------1 I I ® ; j i © ® 0 0 ® NOTTO SCALE PARKING LOT LIGHTING PER ELECTRICAL ENGINEER'S SHEETS RAMP PER CIVIL ENGINEER'S SHEETS TRASH ENCLOSURE PER ARCHITECT'S SHEETS TRANSFORMER PER ELECTRICAL ENGINEER'S SHEETS FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS RETAINING WALLS PER CIVIL ENGINEER'S SHEETS AREA DRAIN PER CIVIL ENGINEER'S SHEETS UTILITY PER CIVIL ENGINEER'S SHEETS BIO-RETENTION AREA PER CIVIL DRAWINGS - APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUil T" RLA#---EXP, ____ _ DATE REVIEWED BY: INSPECTOR DATE t---t-------+------------l-------1-----l---_j__-----l I SH2EET I CITY OF CARLSBAD ~8 ::===='--'===:::::::::PL=:A:::::N:::::N:::::IN::::G=D=l:::::Vl:::::S::::10:::::N===~~===: ~ -; J. // Smith .• •:hLili:1119 Architects 8841 RESEARCH DR SUITE 200 IRVINE• (A 92618 949.387.1323 RIDGHA.COM DATE INITIAL DESIGNER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: CARLSBAD OAKS LOT 5 LOT 5, CARIBOU COURT HARDSCAPE PLAN I APPROVED: I~. ~~\=f: t,. . 2.. ',, . I ' PLANNING DATE DRWN BY: PROJECT NO. DRAWING NO. CHKD BY: RS SOP 16-15 498-6L MATCHLINE SHEET 2 tr. ,f ·1· )> ~~--1 I( T u_ P4 @:] u_ CONSTRUCTION LEGEND SYMBOL DESCRIPTION DETAIL REF. I 1J CONSTRUCT PEDESTRIAN RATED CONCRETE PAVING B, SHEET 8 I 2) CONSTRUCT SAWCUT CONTRACTION JOINT A, SHEETS 3) CONSTRUCT HIDDEN EXPANSION JOINT A, SHEETB (4J CONSTRUCT ISOLATION JOINT A, SHEETS ® FURNISH & INSTALL PRE-CAST CONCRETE TRUNCATED DOME PAVERS D, SHEET 8 (6) CONSTRUCT CONCRETE PAVING AT CURB CONNECTION E, SHEET 8 (7J CONSTRUCT NEW TO EXISTING PAVING CONNECTION A, SHEET 8 ® CONSTRUCT ACCESSIBLE CURB CUT RAMP C, SHEET 8 ® CONSTRUCT TUBE STEEL TRELLIS STRUCTURE G, SHEET9 @ FURNISH AND INSTALL BIKE RACK F, SHEET 8 @ FURNISH AND INSTALL SITE FURNISHINGS PER SCHEDULE THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY: @ CONCRETE CURB PER CIVIL ENGINEER'S SHEETS ® PARKING STRIPING PER ARCHITECT'S SHEETS © EXISTING CONCRETE PAVING TO BE PROTECTED IN PLACE @ ASPHALT PER CIVIL ENGINEER'S SHEETS ® PARKING LOT LIGHTING PER ELECTRICAL ENGINEER'S SHEETS ® RAMP PER CIVIL ENGINEER'S SHEETS @ TRASH ENCLOSURE PER ARCHITECT'S SHEETS ® TRANSFORMER PER ELECTRICAL ENGINEER'S SHEETS 0 FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS ® RETAINING WALLS PER CIVIL ENGINEER'S SHEETS \ \ © AREA DRAIN PER CIVIL ENGINEER'S SHEETS © UTILITY PER CIVIL ENGINEER'S SHEETS . \ :::::':\:-----\--7----..,ii____ '! \ \ • l \ ® BIO-RETENTION AREA PER CIVIL DRAWINGS COLOR AND FINISH SCHEDULE SYMBOL PAVING: KEY DESCRIPTION ~ CONCRETE PAVING TYPE: A CONCRETE PAVING TYPE:B CONCRETE PAVING TYPE:B !□Al PRE-CAST CONCRETE D TRUNCATED DOME PAVERS MANUFACTURER L.M SCOFIELD (800) 800-9900 L.M SCOFIELD (800) 800-9900 ACKERSTONE (951) 674-0047 COLOR NATURAL C-12 'MESA BEIGE', DOUBLE DOSE C-14 'FRENCH GRAY' DOUBLE DOSE ONYX #PTD-610 :J FINISH OPTIMUS SURFACE RETARDANT #05, LIGHT WASH FINISH OPTIMUS SURFACE RETARDANT #05, LIGHT WASH FINISH OPTIMUS SURFACE RETARDANT #03, LIGHT WASH FINISH STANDARD FACE MIX FINISH i ! I \ /",\ ! I -·-·-···--· I ,) , . COMMENTS JOINTS: SAWCUT CONTRACTION/HIDDEN EXPANSION JOINTS: SAWCUT CONTRACTION/HIDDEN EXPANSION JOINTS: SAWCUT CONTRACTION/HIDDEN EXPANSION STACKED BOND PATTERN NOTE: CONTRACTOR SHALL PREPARE 4' SQ. SAMPLE OF ALL PAVING FINISHES, PER SPECIFICATIONS, FOR REVIEW AND APPROVAL BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. ' SITE FURNISHINGS: SYMBOL KEY ~ tg DESCRIPTION DINING TABLE AND CHAIRS ADA DINING TABLE AND CHAIRS DINING TABLE AND CHAIRS MANUFACTURER LANDSCAPE FORMS (800) 430-6209 LANDSCAPE FORMS (800) 430-6209 LANDSCAPE FORMS (800) 430-6209 COLOR FINISH TITANIUM POWDERCOAT TITANIUM POWDERCOAT TITANIUM POWDERCOAT MODEL/ QUANTITY 'CAROUSEL' SEATING, 6-SEAT BACKLESS, SEAT PANELS PERF. METAL, TOP STEELHEAD PERF., SURFACE MOUNT/ TOTAL=4 'CAROUSEL' SEATING, 5-SEAT BACKLESS, SEAT PANELS PERF. METAL, TOP STEELHEAD PERF., SURFACE MOUNT/ TOTAL=2 'CAROUSEL' SEATING, 4-SEAT BACKLESS, SEAT PANELS PERF. METAL, TOP STEELHEAD PERF., SURFACE MOUNT/ TOTAL=2 i I i ! "h\. / COLOR AND FINISH SCHEDULE SYMBOL KEY SITE FURNISHINGS: SYMBOL KEY 0 I - 0 DESCRIPTION DESCRIPTION ADA DINING TABLE AND CHAIRS TRASH RECEPTACLE BIKE RACK BENCH 10 20 MANUFACTURER MANUFACTURER LANDSCAPE FORMS (800) 430-6209 LANDSCAPE FORMS (800) 430-6209 COLUMBIA CASCADE (800) 547-1940 LANDSCAPE FORMS (800) 430-6209 40 60 SCALE AND NORT'°' \ \ COLOR FINISH COLOR FINISH TITANIUM POWDERCOAT TITANIUM POWDERCOAT STAINLESS STEEL FINISH TITANIUM POWDERCOAT Sm ithCurisulti1VJ Architects \ \ \ COMMENTS MODEL / QUANTITY 'CAROUSEL' SEATING, 3-SEAT BACKLESS, SEAT PANELS PERF. METAL, TOP STEELHEAD PERF., SURFACE MOUNT/ TOTAL=1 'COLLECT LITTER' W/ ASH PAN TOP, 23 GAL. SIDE OPENING, SURFACE MOUNT /TOTAL=3 2170-7-G/ TOTAL=1 'REST' BENCH, BACKED W/ ARM, SURFACE MOUNT, JARRAH WOOD SLATS/ TOTAL=4 ·--··-···········• .... _____ _ •-.,_ __ .,. -----.. --.... , ___ _ • \ 8841 RESEARCH DR IUlfE 200 IRVINE • CA 92618 949.387.1323 RIDGELA.CDM PROPOSED BUILDING ·------ "·. '""·····'"-· 'F'ROPERTY \ E \ \ ----,,.-' -· . ·-. --------,. ,----------· __ .,,.. . .. --------------·· ·-•--.-.. ___ - I ·:=.:: I I I I I u_ r-j u_ u_ u_ KEY MAP NOT TO SCALE ..... ,. ··-·· J ,.---·--· ' ------·-· ,. ..... .. ::-· __ -··_ .. --··-···::-::--·· --··--·· . .----··- SYMBOL k'.EGENDN ,-,_,\J _____ •• _,,.1/';'\ Tl .. -----,-. '. /coNTROL JOINT EXPANSION JOINT -LOW -LIMIT OF WORK PA (E)PA TURF (E)TURF FOG ALIGN n PLANTER AREA EXISTING PLANTER AREA TURF AREA EXISTING TURF AREA FACE OF CURB ALIGN APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUil T" DATE RLA#---EXP,---- REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD fsHillsl 1----+-----11------------------+---~+----t---1----1 ~ ,-___ P_L_A_N_N_IN_G_D_IV_IS_IO_N ____ ~ ~ 1-----+---+---------------------+---+----+----t----i LANDSCAPE IMPROVEMENT PLANS FOR: CARLSBAD OAKS LOT 5 LOT 5, CARIBOU COURT HARDSCAPE PLAN 1---+----f---------------+----+---+----+-----,----1 I-AP-PR_o_vE_D= _ _,__/'C.---'~=' ,=+-->-[--"''1-4--_,f:=i=L -:ri\-u,.._ . PLANNING DATE DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL 01HER APPROVAL CITY APPROVAL DRWN BY_· __ _ CHKD BY: RS PROJECT NO. SOP 16-15 DRAWING NO. 498-6L '' i: : i ' ,I ';, . ', . . ' ' ' ' i ! I I : i • I " ! ' I!·, " • I ' i ·----------------------- ''. - i , \ \ '. \ \ ' s\\ \\\ \ \ \ \ \ .. , \\ \ .. ■ \ \ . \ I ------11 I I I ---1111 0 10 20 I I J1t+i--1 40 SCALE AND NORTH LL LL LL LL LL 60 I rr-- 1 b"--·•·--_· I ~---lo·,-,;..,· ,...;;,..i_ I, 111•1111 P.I;=JI-.· 11 ' . . . .. L ... -... -..... -- MATCHLINE SHEET 5 . ;;::i::i,::'. •J:•,._.,, '. ' , . Sm ithCunsultin9 Architects I I I ,;.J ! I " \ , \ i ' ' M M ' -· . ill ~ FOR ENLARGEMENT OF THIS AREA, SEE SHEET 7. PROPOSED BUILDING FOR ENLARGEMENT OF THIS AREA, SEE SHEET 7. M •, \ KEYMAP i Si oJ I LL LL LL LL I ' i i I / ..1.'.-.-----··-·- 1-: J ii:iiii~ NOTTO SCALE -----PROPERTY LINE - APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" DATE RLA#---EXP. ____ _ REVIEWED BY: INSPECTOR DATE 1---1----l-------------l----+----l--+--~ I SH4EET I CITY OF CARLSBAD ~ ~==-====P::::L:=A::::N::::N::::IN:::::G::::D=:l::::Vl:=Sl:::::O::::N====--'~==~ LANDSCAPE IMPROVEMENT PLANS FOR: 8841 RESEARCH DR SUITE 200 IRVINE• CA 92618 949.387.1323 RIDGELA COM DAlE DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CARLSBAD OAKS LOT 5 LOT 5, CARIBOU COURT HARDSCAPE LAYOUT PLAN APPROVED: /~( G:i-~8~-,1\: 2.. •'!.S.~1 PLANNING DATE DRWN BY: PROJECT NO. DRAWING NO. CHKD BY: RS SOP 16-15 498-6L ' ;7' i'• i i ! : ii : ! " i \ [ ii ' I : I ' 1 1 I MATCHLINE SHEET 4 " I' . I (;D .-.. ----i-" ........... ' l VJ Sf/ <" ~ 3# l . i~JJ; 1: -M-++-" :M---M \ \ \ \ i \ \ \ i --1M ' \ \ -M •;: M __ iJ ',/--M-_;___M · .. i I -----M· ' 1' 1 1• ---M \, ✓ ' ____ ,_. -----11[ I I \ \ I ~, f I -f--M 1 ·· ---+-M" I i ! / r-M--/ 0 Mt/ . 1 i / / ~ M ___ fa!, · ' ---~'M'I I , / / ( i O ----.L i • I I ---M ' M -- 1'-6" TYP. 6' TYP. ---F ---F \ \ \ \ \ \ \ \ I \ \ \ \ l , ___ l, / ' ' .. f---M I j f l;Vl~ -------/ . .' M ~, / / / / ;-M --7:c1_ M / I j i f I a ~ / / / / / ---+-M ----;~~ ----f,,A/ ___ _ / 0 10 20 40 60 SmithConsuit111; Architects SCALE AND NORTH ---F PROPOSED BUILDING ---F ---F ---F ---F ' ---f I· I _y I LL "-LL LL LL ) ,~~ .. ,_ t,,--""¼_, -~ =-------~;=~~)_:_:;=••· --"-.¼ \ \ ' _j_ M ---M -M / M---r I . 8841 RESEARCH DR SUI fE 200 IRVINE· CA 92618 949.387.1,323 RIDGElA.C0M DAlE INITIAL DESIGNER OF WORK I , '¼,,, __ ... ---=--=:-"f :·:.::::·_ I _,.,.,,. ·~ .. ~· ---·-r:: __ ,,,, ----·--· _ J_,.-- I ...-----;-I l KEYMAP --RW I REVISION DESCRIPTION I I \ \ \ l \ \ i \ • I \ \ \ \ \ \ ' 1. j ' \ 1 . ' \ \ NOTTO SCALE DATE INITIAL DATE INITIAL OTHER APPROVAL Cl TY APPROVAL \ \ I PROPERTY LINE . -~·,. \ / M--M- APPROVED FOR PLANTING AND • I IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" RLA#---EXP.---- REVIEWED BY: INSPECTOR I SH~ET I CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: CARLSBAD OAKS LOT 5 LOT 5, CARIBOU COURT HARDSCAPE LAYOUT PLAN APPROVED: PLANNING DATE DATE DATE DRWN BY: __ _ PROJECT NO. DRAWING NO. CHKD BY: RS SOP 16-15 498-6L I I I I - I ---: 1:,}):;St':>/:'t __ .·.·. - I -I I I ----- I I ~ I I.. ------------------ I I ~ COLOR AND FINISH SCHEDULE SYMBOL PAVING: EJTI] - KEY DESCRIPTION ~ ~ ~ CONCRETE PAVING TYPE:A CONCRETE PAVING TYPE:B CONCRETE PAVING TYPE:B IDA7 PRE-CAST CONCRETE 0 TRUNCATED DOME PAVERS MANUFACTURER L.M SCOFIELD (800) 800-9900 L.M SCOFIELD (800) 800-9900 ACKERSTONE (951) 674-0047 COLOR NATURAL C-12 'MESA BEIGE', DOUBLE DOSE C-14 'FRENCH GRAY' DOUBLE DOSE ONYX #PTD-610 FINISH OPTIMUS SURFACE RETARDANT #05, LIGHT WASH FINISH OPTIMUS SURFACE RETARDANT #05, LIGHT WASH FINISH OPTIMUS SURFACE RETARDANT #03, LIGHT WASH FINISH STANDARD FACE MIX FINISH COMMENTS JOINTS: SAWCUT CONTRACTION/HIDDEN EXPANSION JOINTS: SAWCUT CONTRACTION/HIDDEN EXPANSION JOINTS: SAWCUT CONTRACTION/HIDDEN EXPANSION STACKED BOND PATTERN NOTE: CONTRACTOR SHALL PREPARE 4' SQ. SAMPLE OF ALL PAVING FINISHES, PER SPECIFICATIONS, FOR REVIEW AND APPROVAL BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. SITE FURNISHINGS: SYMBOL tg 0 I - KEY DESCRIPTION ~ DINING TABLE AND CHAIRS ADA DINING TABLE AND CHAIRS DINING TABLE AND CHAIRS ADA DINING TABLE AND CHAIRS TRASH RECEPTACLE 1S61 BIKE RACK 1S71 BENCH MANUFACTURER LANDSCAPE FORMS (800) 430-6209 LANDSCAPE FORMS (800) 430-6209 LANDSCAPE FORMS (800) 430-6209 LANDSCAPE FORMS (800) 430-6209 LANDSCAPE FORMS (800) 430-6209 COLUMBIA CASCADE (800) 547-1940 LANDSCAPE FORMS (800) 430-6209 COLOR FINISH TITANIUM POWDERCOAT TITANIUM POWDERCOAT TITANIUM POWDERCOAT TITANIUM POWDERCOAT TITANIUM POWDERCOAT i STAINLESS STEEL FINISH TITANIUM POWDERCOAT MODEL/ QUANTITY 'CAROUSEL' SEATING, 6-SEAT BACKLESS, SEAT PANELS PERF. METAL, TOP STEELHEAD PERF., SURFACE MOUNT/ TOTAL;4 'CAROUSEL' SEATING, 5-SEAT BACKLESS, SEAT PANELS PERF. METAL, TOP STEELHEAD PERF., SURFACE MOUNT/ TOTAL;2 'CAROUSEL' SEATING, 4-SEAT BACKLESS, SEAT PANELS PERF. METAL, TOP STEELHEAD PERF., SURFACE MOUNT/ TOTAL;2 'CAROUSEL' SEATING, 3-SEAT BACKLESS, SEAT PANELS PERF. METAL, TOP STEELHEAD PERF., SURFACE MOUNT/ TOTAL-1 'COLLECT LITTER' W/ ASH PAN TOP, 23 GAL. SIDE OPENING, SURFACE MOUNT fTOTAL-3 2170-7-G/ TOTAL-1 'REST BENCH, BACKED WI ARM, SURFACE MOUNT, JARRAH WOOD SLATS/ TOTAL;4 0 5 10 r I I I I I I I I I '-v-•/■-/ 20 SCALE AND NORTH --- PA SYMBOL LEGEND CONTROL JOINT EXPANSION JOINT ---~-LIMIT OF WORK PA PLANTER AREA --- ---- (E)PA EXISTING PLANTER AREA TURF TURF AREA (E)TURF EXISTING TURF AREA FOC FACE OF CURB ALIGN ALIGN n 30 Sm ith~:r ,n::ul Ur VJ Architects , I I I I I I I I I J ·,I,.'-, \, I\\\. __ ' ' ' ' I,, ' 'I /..-.•;I------------\ \\ ' ,PA . ' ' \ C:j\ '-,C, "--·-·· ~ \ . \ PA ~ ~ ------- ' . ··-·· ---------. --··-........ ·-····- ' -... - ,' •' c' ~ (, • -I I I I I I I I I --.,. LL LL -., I I I I I I I I ·,. '-----------'-11111111 ----• ------• -__ .__ THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY: @ ® © ® ® ® © @ 0 0 ® © @ CONCRETE CURB PER CIVIL ENGINEER'S SHEETS PARKING STRIPING PER ARCHITECTS SHEETS EXISTING CONCRETE PAVING TO BE PROTECTED IN PLACE ASPHALT PER CIVIL ENGINEER'S SHEETS PARKING LOT LIGHTING PER ELECTRICAL ENGINEER'S SHEETS RAMP PER CIVIL ENGINEER'S SHEETS TRASH ENCLOSURE PER ARCHITECTS SHEETS TRANSFORMER PER ELECTRICAL ENGINEER'S SHEETS FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS RETAINING WALLS PER CIVIL ENGINEER'S SHEETS AREA DRAIN PER CIVIL ENGINEER'S SHEETS UTILITY PER CIVIL ENGINEER'S SHEETS BIO-RETENTION AREA PER CIVIL DRAWINGS 8841 RESEARCH OR SUITE 200 IRVINE' CA 12618 949.387.1323 RIDGELHOM DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION CONSTRUCTION LEGEND SYMBOL (1) (2) (3) (4) ® (§) (7) ® ® @) @ DESCRIPTION DETAIL REF. CONSTRUCT PEDESTRIAN RATED CONCRETE PAVING B, SHEET 8 CONSTRUCT SAWCUT CONTRACTION JOINT A, SHEET 8 CONSTRUCT HIDDEN EXPANSION JOINT A, SHEET 8 CONSTRUCT ISOLATION JOINT A, SHEET 8 FURNISH & INSTALL PRE-CAST CONCRETE TRUNCATED DOME PAVERS D, SHEET 8 CONSTRUCT CONCRETE PAVING AT CURB CONNECTION E, SHEET 8 CONSTRUCT NEW TO EXISTING PAVING CONNECTION A SHEETS CONSTRUCT ACCESSIBLE CURB CUT RAMP C, SHEET 8 CONSTRUCT TUBE STEEL TRELLIS STRUCTURE G, SHEET 9 FURNISH AND INSTALL BIKE RACK F, SHEET 8 FURNISH AND INSTALL SITE FURNISHINGS PER SCHEDULE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" DATE RLA#---EXP, ___ _ REVIEWED BY: INSPECTOR DATE I SH~ET I CITY OF CARLSBAD PLANNING DIVISION ~ 8 LANDSCAPE IMPROVEMENT PLANS FOR: CARLSBAD OAKS LOT 5 LOT 5, CARIBOU COURT HARDSCAPE ENLARGEMENT PLAN APPROVED: 1~l ~ e11-t ~ -'L~-i, PLANNING DATE DATE INITIAL DATE INITIAL DRWN BY: PROJECT NO. DRAWING NO. RS OTHER APPROVAL CITY APPROVAL CHKD BY: SOP 16-15 498-6L I I I / 1··-· -// I I --pA---0 I I ~ I I ------------~ -------------------------- , ---9'T-;'97-;-h'9-,LT,i-",t+;,"A t--~C.., ---, I I I I I I I I I '- 0 T I I I I I I I I PA I I I I I I I I I I /*L/--;';,L;j f-..l +-r-----Y4---'--f<!',f-fi"7il 5 10 20 30 SCALE AND NORTH 11 i~,:.1~:iPci~nn n ,: t~-.:~ i ~.J. <.1,,,,/m~.sH)_;,,;1."0-~/ml Smith-.:,_,: _•:_,.:;Architects / __ ,1 __ .. -------... -\, J,'. -.\. -------,--. ' -- I\-. ·--.. \ 1 .. I_ ' -1 . . . I . \ . ' 1--. - ·.'. J,'/ '\-PA I I I I I L__ : I I I I I I : I PA L__ I I I I I I I "" II II II \.>--I "' I I ~~~--t-t----'M -, ) \ I ~ II \.>--I '' ~-----'//.,__ ' --: ' . -:.-,\ : -. ·-/ ~ S\S~@~_LI 1\---_\j' .j ~c----~/ J ~~-I I ' l'- 1 ··--. . . . ' ' ', --. ----. . . ---. "'- \~ ~ -----~ ----~..;--~---.. ..; .. -.;..:~----......... ~1 8841 RESEARCH DR SUITE 200 IRVl!E • CA 92618 949.387.1323 RIDGELA.CDM APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" RLA#---EXP, __ _ DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ l----+--------1--------------+---+-------l-----1------1 ~ PLANNING DIVISION 8 l----+-----1--------------+---+-------l-----l------l l----+-----1--------------+---+---l-----l---~ LANDSCAPE IMPROVEMENT PLANS FOR: DA TE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL CARLSBAD OAKS LOT 5 LOT 5, CARIBOU COURT HARDSCAPE LAYOUT ENLARGEMENT PLAN APPROVED: (fu~( ~ ~(,.A ~-Z<;.,{J PLANNING DATE DRWN BY· PROJECT NO. DRAWING NO. CHKD BY: RS SOP 16-15 498-6L --------------------------------------------------------------------------------~ ' <() 5 6 10· 2 I <] LEGEND: 1. CONCRETE PAVING -SEE HARDSCAPE SHEETS FOR COLOR AND FINISH. 2. COLD JOINT. 3. 118" TOOLED RADIUS ON EDGES. 4. #4x18" LONG SMOOTH STEEL DOWELS AT 30" O.C. DRILLED AND EPOXIED WITH SIMPSON "SET 22" EPOXY INTO EXISTING CONCRETE PAVING -MIN. 3" EMBED. STEEL DOWELS TO BE SAWCUT TO LENGTH, NOT SHEARED. 5. 90% COMPACTED SUBGRADE -VERIFY AND COMPLY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT. 6. PLAN VIEW: 6" 5 ::111 •. 1JM]le-r,ll1'1' 0111°=111=111= 8 3' 2% MAX. PLAN VIEW: 6" 1 • • :.4 :. 7 1 3/16" 4 Ll ------<1------d- ==I I 1==11 1==111==1 I i==l SAWCUT CONTRACTION JOINT: 1 15 4 Ll ____ ....s::; __ ----~ <J ==I I i==l I i==l I i==I I i==l TOOLED CONTRACTION JOINT: 3/16" 4 LEGEND: 1. CONCRETE PAVING -SEE HARDS CAPE SHEETS FOR COLOR AND FINISH. 2. 3/16" WIDE SAWCUT CONTRACTION JOINT-CUT TO 1/4 DEPTH OF SLAB. PROVIDE TIGHT "CARPET EDGE" RADIUS ON EDGE OF PAVING BEFORE SAWCUTTING. 3. PLASTIC "SPEED DOWEL" WITH SMOOTH STEEL DOWELS AT 24" O.C. 4. REBAR -SEE DETAIL "B", THIS SHEET. 5. j-" RADIUS 6. JOINT FILLER -SEE SPECIFICATIONS. 7. BACKER ROD -SEE SPECIFICATIONS. 8. 2-PART COLORED POLYURETHANE SEALANT -SEE SPECIFICATIONS. APPLY SILICA #30 SAND TO SURFACE OF SEALANT WHILE STILL TACKY AT ISOLATION JOINT ONLY. 9. ¾" THICK POLYFOAM EXPANSION MATERIAL -SPRAY GLUE TO SIDE OF POUR "A". 10. FIXED VERTICAL EDGE, I.E. WALL, COLUMN, THRESHOLD, STEPS, OR CURB. 11. NEW CONCRETE PAVING -FLUSH WITH EXISTING CONCRETE PAVING. 12. COLD JOINT WITH j-" TOOLED EDGE. 13. #4x18" LONG SMOOTH STEEL DOWELS AT 30" O.C. DRILLED AND EPOXIED WITH SIMPSON "SET 22" EPOXY INTO EXISTING CONCRETE PAVING -MIN. 3" EMBED. 14. EXISTING CONCRETE PAVING. 15. CONTRACTION JOINT WITH TOOLED 1/4" RADIUS AT EDGES AND 114 DEPTH OF SLAB. NOTES: A ENSURE THAT NO CONCRETE SLURRY STAINS BOND WITH EXISTING PAVING - USE PIERI "FACE-OFF", OR SIMILAR PRODUCT, TO ELIMINATE SLURRY STAINS ON ADJACENT SURFACES. 11 8" J" 7. CONTINUOUS THICKENED EDGE AT PAVING. CONCRETE CURB. SECTION VIEW -N.T.S: VISUAL WARNING GROOVES SECTION -N.T.S.: · MIN. /\ CONCRETE PAVING AT CURB CONNECTION ER MANUFACTURER'S SPECIFICATIONS b ' M 3" EQ. Q. 12" MIN. LEGEND: 1. 'CYCLOOPS' BIKE RACK,MODEL NUMBER PER MATERIALS LEGEND, AVAILABLE FROM COLUMBIA CASCADE, (800) 547-1940. 2. CONCRETE PAVING PER DETAIL A, THIS SHEET. 3. CONCRETE FOOTING 4. 90% COMPACTED SUBGRADE -VERIFY WITH GEOTECHNICAL REPORT 5. MATCHING BASE COVER 1/4 11 = f011 LEGEND: 1. CONCRETE PAVING. 2. ISOLATION JOINT. 3. 6" CURB -SEE CIVIL SHEETS. 4. FINISH GRADE. 5. ASPHALT PAVING -SEE CIVIL SHEETS. 6. TOOLED WARNING GROOVES -SEE TO ENLARGEMENT THIS DETAIL. 7. 90% COMPACTED BASE MATERIAL AND SUBGRADE -VERIFY AND COMPLY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT. 8. PRE-CAST CONCRETE TRUNCATED DOME PAVERS. 9. HANDICAP SIGN AT EACH ACCESSIBLE STALL PER ARCHITECTURE PLANS SIGN TO BE CENTERED ON STALL AND LOCATED AS CLOSE TO CURB AS POSSIBLE WITHOUT IMPEDING ON CAR OVERHANG AREA OR 4' CLEAR PATH OF TRAVEL. 10. 4'-0" MINIMUM CLEAR WITHOUT CAR OVERHANG - SEE HARDSCAPE SHEETS. ......... . . . . . . . . . . TYPICAL ACCESSIBLE CURB CUT RAMP LAYOUT 10 ~ a:~ • r 8 4 • ' I 1,, 4 I 1--1 I I I •• LEGEND: 6 1. ACCESSIBLE PRECAST TRUNCATED DOME PAVER-SEE CONSTRUCTION PLAN FOR COLOR AND SUPPLIER. 2. 1" TO 1-112" MORTAR SETTING BED WI WELDED WIRE MESH, W6xW6. 3. CONCRETE SUB-SLAB. 4. 90% COMPACTED BASE MATERIAL AND SUBGRADE - VERIFY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT. 5. ADJACENT CONCRETE PAVING -SEE CONSTRUCTION PLAN FOR COLOR AND FINISH. 6. #3 BY 12" LONG SMOOTH DOWELS 30" O.C .. 7. REBAR SIZE AND SPACING TO MATCH ADJACENT PAVING. 8. PROVIDE THICKENED EDGE AT PAVING. 9. 1/8" WIDE GROUT JOINT AT EDGE -CONFIRM PAVING CUT-OUT SIZE WITH BUTT-JOINTED PAVERS BEFORE POURING CONCRETE. GROUT COLOR TO MATCH PAVERS. 10. O" CONCRETE CURB -SEE CIVIL PLANS. NOTES: A. ENSURE THAT TRUNCATED DOME "SLIVERS" ARE EQUAL SIZE ON ALL SIDES. B. PROVIDE BUTT JOINTS BETWEEN PAVERS WITHIN FIELD. C. CLEAN AND SEAL PAVERS/GROUT WITH BP PRO ENHANCING STABILIZING SEALER. ~ ::, 2 ... ·,.;.·-· ---- . 11 i==I I i==l I i==I I i==l EXPANSION JOINT: <J ----POUR "B" ==I I i==l I l==l 11==1 l l==l HIDDEN EXPANSION JOINT: TYPICAL CURB RAMP CONDITIONS 1/8" = 1'0" CONCRETE PAVING JOINT a ~ 3 1 -- " ' 4 • • • • • •• " LEGEND: 1. CONCRETE PAVING -SEE HARDSCAPE SHEETS FOR COLOR AND FINISH. 2. PAVING THICKNESS: PEDESTRIAN. 4" VEHICULAR: 6" 3. REINFORCING AT PAVING: 1 PEDESTRIAN PAVING: #3 BARS AT 24" O.C. BOTH WAY, CENTER IN SLAB. VEHICULAR PAVING: #4 BARS AT 18" O.C. BOTH WAYS, CENTER IN SLAB 4. FINISH GRADE. 4 5. 90% COMPACTED SUBGRADE -VERIFY AND COMPLY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT. 6. 114" TOOLED RADIUS. NOTES: A. PAVING THICKNESS, BASE PREPARATION, AND REINFORCING ARE SHOWN FOR BID PURPOSES ONLY. VERIFY AND COMPLY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT. B. PROVIDE MOCK-UP PER SPECIFICATIONS. C. SEAL EXPOSED PORTIONS OF CONCRETE PAVING PER SPECIFICATIONS. <J ==I I i==I I i==l I i==I I i==I NEW TO EXISTING PAVING CONNECTION: 4 Ll . <J ii --------~-,,,.. ISOLATION JOINT: 1 1/2" = 1'0" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" DATE RLA#---EXP ____ _ REVIEWED BY: BIKE RACK 1/4" = 1 '0" TRUNCATED DOME PAVERS 11/2"=1'0" B CONCRETE PAVING 1 1/2" = 1'0" INSPECTOR DATE MOCK-UP REQUIREMENTS A. HARDSCAPE PAVING -PROVIDE (1) 4' x 4' SQUARE MOCK-UP FOR EACH PAVING TYPE NOTED IN THE HARDSCAPE AND PAVING SCHEDULE. EACH MOCK-UP TO INCLUDING THE SPECIFIED COLOR, FINISH, AND AN EXAMPLE OF EACH JOINTING TYPE NOTED IN THE CONSTRUCTION KEYNOTES AND DETAILS. B. MOCK-UP LEAD TIMES. BE AWARE OF POSSIBLE LEAD TIMES FOR ITEMS SUCH AS BUT NOT LIMITED TO PRE-CAST CONCRETE PAVERS. SIMILAR COLORS AND SIZES WILL NOT BE ACCEPTED AS A MOCK-UP REVIEW. C. HARDSCAPE ELEMENTS -PROVIDE A PHYSICAL SAMPLE OF SPECIFIED MATERIALS (COLOR, FINISH, AND SEALER) TO THE OWNER AND LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO PLACING ORDER. ITEMS SUCH AS BUT NOT LIMITED TO PLANTER POTS AND OTHER SITE FURNISHINGS. D. WALLS -PROVIDE (1) 3' TALL BY 3' LONG BY 8" WIDE MOCK-UP FOR EACH WALL TYPE NOTED IN THE WALL SCHEDULE. EACH MOCK-UP TO INCLUDING THE SPECIFIED COLOR, FINISH, JOINTING, EDGING, AND CAP AS NOTED IN CONSTRUCTION KEYNOTES AND DETAILS. E. MOCK-UPS TO BE PROTECTED ON-SITE THROUGHOUT THE DURATION OF THE CONSTRUCTION SCHEDULE. F. REMOVE MOCK-UPS AT COMPLETION OF CONSTRUCTION WHEN DIRECTED BY THE OWNER OR LANDSCAPE ARCHITECT. G. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. Sm ithr:onsulting Architects 8841 RESEARCH DR SUITE 200 IRVIHE • CA 92618 949,387.1323 RIDGELA.COM l---+---+------------+---+---+----+---11sH8EETI. _c_1T_v_o_F_c_A_R_L_s_BA_D~~ _ PLANNING DIVISION ~ DA TE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: CARLSBAD OAKS LOT 5 LOT 5, CARIBOU COURT HARDSCAPE DETAILS APPROVED: PLANNING DATE DRWN BY· __ _ PROJECT NO. DRAWING NO. CHKD BY:_R_S_ SOP 16-15 498-6L HARDSCAPE NOTES A VISIT THE SITE PRIOR TO SUBMITTING BIDS. 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 AND 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 LATEST BUILDING CODE, CURRENT EDITION OF THE ADA STANDARDS FOR ACCESSIBLE DESIGN, 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 LANDSCAPE 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 AND/ 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 SAMPLE OF EACH HARDSCAPE ELEMENT. ITEMS TO INCLUDE, BUT ARE NOT LIMITED TO PAVING AND WALL TYPES NOTED IN THE COLOR AND FINISH SCHEDULES. SAMPLES TO BE PLACED IN A LOCATION SPECIFIED BY THE OWNER'S AUTHORIZED REPRESENTATIVE FOR REVIEW AND APPROVAL BY THE OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. REFER TO MOCK-UP REQUIREMENTS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. P. WHERE PAVING AND FINISH GRADE MEET, DEPRESS FINISH GRADE 1" IN TURF AREAS AND 1-1/2" IN GROUND COVER/ SHRUB AREAS, UNLESS OTHERWISE INDICATED. Q. PROJECT WALKS SHALL NOT EXCEED A SLOPE OF 20:1 (5% GRADIENT) UNLESS OTHERWISE INDICATED. R. HANDICAP RAMPS SHALL NOT EXCEED 12:1 OR 8.33%. S. PLANTER AREAS SHALL NOT EXCEED 2:1 SLOPE UNLESS OTHERWISE INDICATED. T. HOLD FINISH GRADE A MINIMUM OF 6" BELOW FINISH FLOOR, UNLESS OTHERWISE INDICATED. U. CONSTRUCT ALL CURVE TO CURVE AND CURVE TO TANGENT LINES TO BE NEAT, TRIM, SMOOTH AND UNIFORM V. CONSTRUCT ALL CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI@ 28 DAYS, UNLESS OTHERWISE INDICATED. W. ALL CONCRETE PAVING BANDS AND CONCRETE CAPS SHALL HAVE CONTROL JOINTS AT 5'-0" ON CENTER MAXIMUM UNLESS NOTED OTHERWISE ON THE PLANS. ALL WALLS SHALL HAVE CONTROL JOINTS AT 20'-0" O.C. MAXIMUM UNLESS NOTED OTHERWISE ON THE PLANS. X. PROVIDE THE OWNER WITH ALL WARRANTIES, GUARANTEES, AND INSTRUCTION MANUALS FOR EQUIPMENT, APPLIANCES, FIXTURES, ETC. AS DESCRIBED IN THE SPECIFICATIONS. MOCK-UP REQUIREMENTS A HARDS CAPE PAVING -PROVIDE (1) 4' x 4' SQUARE MOCK-UP FOR EACH PAVING TYPE NOTED IN THE HARDSCAPE AND PAVING SCHEDULE. EACH MOCK-UP TO INCLUDING THE SPECIFIED COLOR, FINISH, AND AN EXAMPLE OF EACH JOINTING TYPE NOTED IN THE CONSTRUCTION KEYNOTES AND DETAILS. B. MOCK-UP LEAD TIMES. BE AWARE OF POSSIBLE LEAD TIMES FOR ITEMS SUCH AS BUT NOT LIMITED TO PRE-CAST CONCRETE PAVERS. SIMILAR COLORS AND SIZES WILL NOT BE ACCEPTED AS A MOCK-UP REVIEW. C. HARDSCAPE ELEMENTS -PROVIDE A PHYSICAL SAMPLE OF SPECIFIED MATERIALS (COLOR, FINISH, AND SEALER) TO THE OWNER AND LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO PLACING ORDER. ITEMS SUCH AS BUT NOT LIMITED TO PLANTER POTS AND OTHER SITE FURNISHINGS. D. WALLS -PROVIDE (1) 3' TALL BY 3' LONG BY 8" WIDE MOCK-UP FOR EACH WALL TYPE NOTED IN THE WALL SCHEDULE, EACH MOCK-UP TO INCLUDING THE SPECIFIED COLOR, FINISH, JOINTING, EDGING, AND CAP AS NOTED IN CONSTRUCTION KEYNOTES AND DETAILS. E. MOCK-UPS TO BE PROTECTED ON-SITE THROUGHOUT THE DURATION OF THE CONSTRUCTION SCHEDULE. F. REMOVE MOCK-UPS AT COMPLETION OF CONSTRUCTION WHEN DIRECTED BY THE OWNER OR LANDS(:APE ARCHITECT. G. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. E:Q. X \ iX 1 "---0 1 TRELLIS STRUCTURES '-"'""'''"'' ;««< ,,,,,,,,,,,,,n c;c:-o-, lf'.o;-,';;oss,a; -=~~,_;~ •;;c;iCC:((')i;; ':\)C;'C Sm ithConsulting Architects 19' E:Q. . X 1 E:Q - 8841 RESEARCH DR SUITE 200 IRYINE, CA 92618 949.387,1323 RIDGELA.COM \ 2 I,,' I v-0 ./ v--0 / / ,, X L{y 1 12' 3 LEGEND 1 8"x8" TUBE STEEL POST 2. 8X12" TUBE STEEL BEAM 3 8X12 TUBE STEELJOIST 4. 2"X8"TUBE STEEL RAFTER .. -l / ,2 5. CONCRETE FOOTING PER STRUCTURAL ENGINEER'S DRAWINGS. SET TOP OF FOO rlNG BELOW CONCF--1.EfE PAVING. 6. CONCREfE PAVING SEE HARDSCAPE SHEETS FOR COLOR AND FINISH, 7. COMPACTED SUB-GRADE. VERIFY COMPACTION REQUIREMENTS NOTED IN TEH GEO TECHNICAL SOILS REPORT. 8 ISOLATION JOINT. NOTES A SUBMIT SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO START OF FABRICATION. 8. WELDS TO EJE CONTINUOUS AND GROUND SMOOfH, C METAL COMPONENTS TO RECEIVE (1i COAT SHOP"APPLIED RUSTPROOF GRAY PRIM_ER, (1j COAT SHOP-APPLIED RED PRIMER AND (2) COATS SHOP-APPLIED EXTERIOR ENAMEL PAIN f COLOR ru BE SELEG rED BY LANDSCAPE ARCHITECT, D, PROVIDE FINISH SAMPLE AS NOTED IN THE SPECIFICATIONS. E MEMBER SIZE, REINFORCING, FOOTING DIMENSIONS, AND BASE INFORMATION ARE SHOWN FOR BID PURPOSES ONLY. VERIFY AND COMPLY WITH REQUIREMENTS NOTED IN THE STRUCTURAL SHEETS F. PROVIDE FINISH SAMPLE AS NOfED IN rHE SPECIFICATIONS. G, ALL DIMENSIONS ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY 3/4" = 1 '-0" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUil T" RLA#---EXP.----~ DATE REVIEWED BY: INSPECTOR DATE l----+----+-----------+---t-----t-----t----1 I SH9EET I CITY OF CARLSBAD ~ ;::==='-'====P:::::L:::A=N::::N=IN::::G=Dl::::Vl:::::S::::IO==N====....'.:~====: LANDSCAPE IMPROVEMENT PLANS FOR: DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CARLSBAD OAKS LOT 5 LOT 5, CARIBOU COURT HARDSCAPE DETAILS APPROVED: ~\. C:r-t\\"'tt I ?,, . e.~ · i 1, PLANNING DATE DRWN BY: PROJECT NO. DRAWING NO. CHKD BY: RS SOP 16-15 498-6L - 1. IRRIGATION PIPE AND EQUIPMENT LOCATION NOTES ALL IRRIGATION EQUIPMENT, SPRINKLERS AND PIPE THAT ARE SHOWN IN PAVING IS FOR DRAWING CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN LANDSCAPED AREA NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. 2. MAINLINE AND VALVE LOCATIONS SHOWN ON THIS DRAWING ARE DESIGNED AS DIAGRAMMATIC AND APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE ALL IRRIGATION APPURTENANCE LOCATION FOR REVIEW AND APPROVAL. FINAL LOCATION AND EXACT POSITIONING OF ALL IRRIGATION APPURTENANCE SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. MINOR MODIFICATIONS OF ALL IRRIGATION APPURTENANCE AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISION AT NO CHARGE. NOTE: PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. IRRIGATION VALVE CALLOUT 1-5 --CONTROLLER LETTER/VALVE STATION NUMBER f--~~--j 1.5" ~VALVE SIZE f---'e=---j 25 GPM --GALLONS PER MINUTE 100 L.F. ------APPROXIMATE LINEAR FOOTAGE OF DRIP TUBING OR 1800 S.F. ~QUANTITY OF POP-UP SPRINKLER HEADS. TREE/MW B ~LANDSCAPE AREA S.F. c__~~---'~PLANT TYPE/ HYDROZONE PLANT FACTOR IRRIGATION TYPE & (IE) EFFICIENCY - SEE HYDROZONE LEGEND NOTE• CONTRACTOR SHALL VERIFY IN FIELD LOCATION OF ALL EXISTING IRRIGATION SLOPE VALVES AND SPRAY HEADS AND EQUIPMENT TO REMAIN. CONTRACTOR MAY REUSE ANY SLOPE IRRIGATION EQUIPMENT THAT IS IN GOOD WORKING CONDITION AND REPLACE ANY DAMAGED EQUIPMENT. VERIFY WITH OWNER'S AUTHORIZED REPRESENTATIVE ANY EQUIPMENT TO BE REUSED PRIOR TO INSTALLATION. AS-BUILT NOTE: AT THE TIME OF PROJECT COMPLETION, CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING COMPLETE IRRIGATION AS-BUILT RECORD DRAWINGS TO THE LANDSCAPE ARCHITECT AS DESCRIBED IN SPECIFICATION SECTION 02811, Part 1.09-A-5. LANDSCAPE ARCHITECT WILL PREPARE AS-BUILT PLANS FOR REVIEW AND APPROVAL BY THE CITY. FINAL ·AS-BUILT PLANS MUST BE APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES. NOTE: ALL SPRINKLERS ARE TO BE POP-UP WHEN LOCATED WITHIN 10' OF HARDSCAPE, WALKWAY, TURF, OR OTHER AREA WHERE PEDESTRIAN TRAFFIC MAY OCCUR FOR IRRIGATION LEGEND -SEE SHEET 12 -13 FOR IRRIGATION NOTES -SEE SHEET 14 FOR IRRIGATION CALCULATIONS -SEE SHEET 15 FOR IRRIGATION HYDROZONE MAP -SEE SHEET 16 FOR IRRIGATION DETAILS -SEE SHEETS 17 -20 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 24 -28 NOTE: WHEN IRRIGATION WILL BE USED FOR VEGETATION WITHIN 24" OF AN IMPERMEABLE SURFACE, OVERHEAD IRRIGATION SHALL NOT BE PERMITTED AND ONLY SUBSURFACE IRRIGATION SHALL BE USED, UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA I 1{ ·1 _:, (· iii JI /; . 11, · 1 li I . .ii, I I , i" ; I· I I : J/l" I i':: , I I 3)4 11/c" I CONTROLLER NOTES EXISTING CONTROLLER NOTE #2: @ I .... I Iii/'' . I I I I ·Jt I 11/2" cb G-2 1" 22 GPM 19 EA 2470 SF. SHRUB LW R G-3 1.5" 23 GPM 2600 L.F. 3152 S.F. SHRUB LW D EXISTING CONTROLLER SHALL BE UTILIZED FOR EXISTING AND PROPOSED REMOTE CONTROL VALVES WITHIN THE RENOVATED AREAS. VALVE NUMBERS SHOWN SHALL BE ADJUSTED AS REQUIRED TO UTILIZE THE AVAILABLE OPEN CONTROLLER STATIONS. CONTRACTOR SHALL VERIFY QUANTITY OF OPEN STATIONS OF EXISTING CONTROLLER PRIOR TO BIDDING AND PRIOR TO COMMENCING WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR ROUTING OF IRRIGATION CONTROL WIRES TO EXISTING CONTROLLER AS NEEDED. CONTRACTOR SHALL PROVIDE SLEEVING BELOW ALL PAVING BETWEEN EXISTING PLANTERS AND TURF AREAS AND BELOW EXISTING WALKS, AS NECESSARY TO ROUTE CONTROL WIRES TO EXISTING CONTROLLER. VERIFY ALL CONDITIONS AND LAYOUT IN FIELD. SHOULD SAID CONTROLLER NOT CONTAIN ADEQUATE OPEN STATIONS, CONTRACTOR SHALL PROVIDE A NEW CONTROLLER TO REPLACE THE EXISTING CONTROLLER. NOTE: OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER OVERSPRAY, MIST, OR RUNOFF. ALL IRRIGATION LAYOUT HAS BEEN DESIGNED TO MINIMIZE OVERSPRAY ONTO ALL HARDSCAPE AND EATING AREAS, TYPICAL. CONTRACTOR SHALL VERIFY ALL SYSTEM LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. THERE ARE NO OUTDOOR DRINKING FOUNTAINS ON THIS SITE. CITY NOTE:, MAINLINE AND VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS AS PERFORMED BY CMWD AND DEH. FINAL CONNECTIONS TO THE EXISTING IRRIGATION RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEH. 0 1 0 20 40 60 SCALE AND NORTH DJ s Ct:"'"'' _' .· ·•·· . ! i I\\d /_' -Md -.-:-·· 1:,l~--_ _,;._ hi'd _·__LI_·/ / ; f •pl --~-/•,I'd -----;----; ' I tii\ ti ----------! ,, ', '--' ! s '. ') LL !.!. LL PROPOSED PRIVATE FIRE LINE c__ OUTDOOR WATER USE: G-15 1.5" 16 GPM A WATER BUDGET SHALL BE DEVELOPED FOR LANDSCAPE IRRIGATION USE THAT CONFORMS TO THE LOCAL WATER EFFICIENT LANDSCAPE ORDINANCE. WHERE NO LOCAL ORDINANCE EXISTS, SHOW COMPLIANCE WITH THE CALIFORNIA DEPARTMENT OF WATER RESOURCES MODEL WATER EFFICIENT LANDSCAPE ORDINANCE. SEC. 492.5 THRU 492.9, 492.10 & 492.11 OF THE STATE ORDINANCE AT HTTP://WWW.WATERCAGOV/WATERUSEEFFICIENCY/DOCS/WATERORDSEC492.CFM. l/4" 1782 L.F. 2200 S.F. SHRUB LW D G-14 1,, 7 GPM 30 EA OUTDOOR WATER USE: NEW WATER SERVICE (OR ADDITIONS/ALTERATIONS WITH> 1,000 SQUARE FEET OF CUMULATIVE LANDSCAPED AREA), SEPARATE SUBMETERS OR METERING DEVICES SHALL BE INSTALLED FOR OUTDOOR POTABLE WATER USE. ALSO, IRRIGATION CONTROLLERS AND SENSORS SHALL BE INSTALLED. CGC SECTIONS 5.304.2 AND 5.304.3. PRIOR TO FINAL INSPECTION THE LICENSED CONTRACTOR, ARCHITECT OR ENGINEER IN RESPONSIBLE CHARGE OF THE OVERALL CONSTRUCTION MUST PROVIDE TO THE BUILDING LL LL LL 135 S.F. TREE LW B DEPARTMENT OFFICIAL WRITTEN VERIFICATION THAT ALL APPLICABLE PROVISIONS FROM THE GREEN BUILDING STANDARDS CODE HAVE BEEN IMPLEMENTED AS PART OF THE CONSTRUCTION• CGC 1Q2.3■·-- MATCHLINE SHEET 11 P.O.C. I METER NOTES P .O.C. NOTE #1: POINT OF CONNECTION SHALL BE DOWNSTREAM OF THE EXISTING 1-1/2" RECYCLED WATER IRRIGATION METER WITH A 2" SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. RECYCLED WATER METER INFORMATION ADDRESS: WATER PURVEYOR: WHIPTAIL LOOP CITY OF CARLSBAD WATER DIST. CARLSBAD, CALIFORNIA 92009 PH.# (760) 602-2748 METER SIZE 1-1/2" • 11 I I I I . I I STATIC PRESSURE 90 PSI. SYSTEM DESIGN PRESSURE 72 PSI. I ·. • ,:•.:;•••"'•'-' ,-. --.J I , , . , .... :I MAXIMUM SYSTEM DEMAND 34 GPM LANDSCAPE AREA SERVED 36,132 SQ. FT. 1: ', I i .·, , -: -i :,~ '!'""' , , ... , ....... ' i : (b I , ' .. . 'Cl) ~--------------~------J KEYMAP NOTTO SCALE 117 I I .";' .-; '. " '· ·.•••·i~ ii .. , . .'.I I .. _,. . ' I, i I" 4 '· [I 22 GPM 8 EA 2929 S.F. SHRUB LW R li/4 •1 i:';z\ .• ' ~I • ; 11 : : i!,i i71~~~~611~~ ~:~~~~~\~:-~t- '.:. ·. . .. SHEET NUMBER 17 '· . . } I ~ PROPERTY LINE rep· IE) . , 1 ·. . . :, \ : l ·: \ , . . . . . ;I • /.' \, •. ' , RESPONSIBLE FOR MODIFICATION ; 1 ; I i ,'., i • •~i.. ; i' :: • CONTRACTOR SHALL BE I I '. • I • " ... / / I AND REPAIR OF EXISTING : ~ : : , .. ,, ., l :i, i : IRRIGATION. EXISTING IRRIGATION I' ,) . · • ' ,/, '., ' ' SHALL BE ADJUSTED TO PROVIDE .· [I ·• COMPLETE HEAD TO HEAD i ,I. . '·I.• COVERAGE WITH NO PONDING, I . · .• • RUNOFF OR OVERSPRAY. /;I ' ' t: • \ • ' ®Exl;~ING ' • I: : J/i' Ii 5200 S.F. I: . i • 11. f . :I .. 'I' '(, ·, ::' ! ' '' 'E • .• ·1· ·• .. ' .. ' ' 'i 1 \ MAINTENANCE RESPONSIBLITY ALL PROJECT LANDSCAPE WILL BE MAINATINED BY OWNER APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" DATE EXP. ___ _ REVIEWED BY: INSPECTOR DATE ~o CITY OF CARLSBAD 1-----+--+--------------------t-----t----t-----t--, l___2Cl_j PLANNING DIVISION l-----+---1-------------------t------t----i-----,-, LANDSCAPE IMPROVEMENT PLANS FOR• , '. :::'arch[tecture '.\- ;,:Jg1'.~1~g;_¾}i >• :: __ ~m:6i~il~_ Smith .•Architects 8841 RESEARCH DR SUITE 200 IRVINE• CA 92618 949.387.1323 RIDGELA.COM DATE INITIAL DESIGNER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CARLSBAD OAKS LOT 5 LOT 5, CARIBOU COURT IRRIGATION PLAN I APPROVED: ,~1 g-e-1\-4\: ;,_i ... ,:i DATE PLANNING DRWN BY• PROJECT NO. DRAWING NO. CHKD BY: RS SOP 16-15 498-6L - \ \ \ 3-cl 50 EXISTING 31 EXISTING 1.5" 32 GPM 8 EA --S.F. SHRUB LW R :·,•,\·,. ,, ,·,· --,.,', ;' .... \ . !''' ·. ; ·. .· . ·., i-: .. \< . ,' , , , ·., , '(',, ' ··s: EXISTING c:o.N.BA MAINTAINED •' , , OFF-SITE RECYCLED WATER LINE. ,, . . \, . . \ \ , ' , , ' , , I , . ' . I . :1i 1 1A' ,1 ' .', , , . .. .,. " ' . ' ' G-7 1.5'' 34 GPM 14 EA 3900 S.F. SHRUB/LW R G-B 1.5" 27 GPM 28 EA 1850 S.F. SHRUB MW s ,,' /::" G-10 // 1.5" / 14 GPM 1950 l.F, 2400 S,F, SHRUB/LW .... , , D , l· , ···' ,. .:~_.,.,. ,, ,, , ' MATCHLINE SHEET 10 '--• I , I . I I @ '-. ,,, I . I I TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR DRAWING CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER ALIGNED WITH TREES. PROPOSED BUILDING PROPOSED PRIVATE FIRE LINE G-13 G-12 1,5" 1 " 17 GPM 6 GPM !! G-11 1" '{ 13 GPM 550 l.F. 650 S.F. 1950 l.F. 2371 S.F. 22 EA 99 S.F. SHRUB/MW I \ I .,, - 60NTRACTOR SHALLllE"" RESPONSIBLE FOR MODIFICATION AND REPAIR OF EXISTING IRRIGATION, EXISTING IRRIGATION SHALL BE ADJUSTED TO PROVIDE '.:· COMPLETE HEAD TO HEAD COVERAGE WITH NO PONDING, ' RUNOFF OR OVERSPRAY. I . I I \ .... '' ·-: , . -. ,I ;\ ,. ; . . . • : , . , ,iii.· ' .. -. ~ ' , \ , 19 0-53 F P_R_O_P_O-:ED-;--f' PRIVATE FIRE LINE I' D-52 SHRUB7LW D 11/4" .. ~ 1 i, ,. t\ ' ; ~ PROPERTY LINE EXISTING 25 EXISTING LANDSCAPE AREA,' SEE CITY DRAWING# 415-9L SHEET NUMBER, 18 15'' I" 37 GPM 6 GPM I : I/ OFF-SITE C.O.N.B.A. METER (D) LOCATION 1\\cl NOTES: • THERE ARE NO WELLS OR DRINKING FOUNTAINS ON THIS SITE. OUTDOOR EATING AREAS ARE NOTED ON THE PLANS AND ARE TO BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER OVERSPRAY, MIST OR RUNOFF. • LANDSCAPE IRRIGATION SYSTEMS HAVE BEEN DESIGNED TO PREVENT SPRAY ON TO STRUCTURES. EXTERIOR ENTRIES SUBJECT TO FOOT TRAFFIC OR WIND-DRIVEN RAIN HAVE BEEN DESIGNED TO PREVENT WATER INTRUSION INTO THE BUILDING. CGC SECTION 5.407.2.2.1. • OUTDOOR WATER USE: A WATER BUDGET HAS BEEN DEVELOPED FOR LANDSCAPE IRRIGATION USE THAT CONFORMS TO THE LOCAL WATER EFFICIENT LANDSCAPE ORDINANCE, WHERE NO LOCAL ORDINANCE EXISTS, SHOW COMPLIANCE WITH THE CALIFORNIA DEPARTMENT OF WATER RESOURCES MODEL WATER EFFICIENT LANDSCAPE ORDINENCE. SEE SECTION 492.5 THROUGH 492.9, 492.10 AND 492.11 OF THE STATE ORDINANCE. • OUTDOOR WATER USE: NEW WATER SERVICE (OR ADDITIONS/ ALTERATIONS WITH >1,000 SQUARE FEET OF CUMULATIVE LANDSCAPE AREA), SEPARATE SUBMMETERS OR METERING DEVICES SHALL BE INSTALLED FOR OUTDOOR POTABLE WATER USE. ALSO, IRRIGATION CONTROLS AND SENSORS SHALL BE INSTALLED. CGC SECTIONS 5.304.2 AND 5.304.3. NOTE: CONTRACTOR SHALL VERIFY IN FIELD LOCATION OF ALL EXISTING IRRIGATION SLOPE VALVES AND SPRAY HEADS AND EQUIPMENT TO REMAIN. CONTRACTOR MAY REUSE ANY SLOPE IRRIGATION EQUIPMENT THAT IS IN GOOD WORKING CONDITION AND REPLACE ANY DAMAGED EQUIPMENT. VERIFY WITH OWNER'S AUTHORIZED REPRESENTATIVE ANY EQUIPMENT TO BE REUSED PRIOR TO INSTALLATION. AS-BUILT NOTE: AT THE TIME OF PROJECT COMPLETION, CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING COMPLETE IRRIGATION AS-BUILT RECORD DRAWINGS TO THE LANDSCAPE ARCHITECT AS DESCRIBED IN SPECIFICATION SECTION 02811, Part 1.09-A-5. LANDSCAPE ARCHITECT WILL PREPARE AS-BUILT PLANS FOR REVIEW AND APPROVAL BY THE CITY. FINAL AS-BUILT PLANS MUST BE APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES. ··.· ',: . EXISTING NOTE: WHEN IRRIGATION WILL BE USED FOR VEGETATION WITHIN 24" OF AN IMPERMEABLE SURFACE, OVERHEAD IRRIGATION SHALL NOT BE PERMITTED AND ONLY SUBSURFACE IRRIGATION SHALL BE USED, UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA NOTE: OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER OVERSPRAY, MIST, OR RUNOFF. ALL IRRIGATION LAYOUT HAS BEEN DESIGNED TO MINIMIZE OVERSPRAY ONTO ALL HARDSCAPE AND EATING AREAS, TYPICAL CONTRACTOR SHALL VERIFY ALL SYSTEM LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. THERE ARE NO OUTDOOR DRINKING FOUNTAINS ON THIS SITE. CITY NOTE: MAINLINE AND VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL .COMPLETION OF CROSS CONNECTION TESTS AS PERFORMED BY CMWD AND DEH. FINAL CONNECTIONS TO THE EXISTING IRRIGATION RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEH. 32 EXISTING 1-5 1.5" 25 GPM 100 l.F. 1800 S.F. TREF:/MW B NOTE: ID EA --S.F. SHRUB LW R 700 L.F. --S.F. SHRUB LW D ; ; . '.i ,. ·'' .- .! : 21 EXISTING 48 EXISTING ; ; : ----------,__ ..... ---,;, I ~--~-• ==·,,. ',, P~OPERTY l.lNE i • '. PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. TREE/LW D B F. . -----r ---F 11/4 ···;:,-:.· ,,_'().if-·.;;,_::,, ' . -:,., ·• . , ; . EXISTING C.O.N.BA MAINTAINED ·. . · OFF-SITE RECYCLED WATER LINE .. , I , I . I :, i , KEYMAP . , I,, '- L LL I' (I) 2" PIPE SLEEVE LL 3/f !.' ; ; : ''·. ('/,]-: I lb I . . ' ' . . :,': ,:. :.; ! ' , G-19 21 GPM 7 EA 3090 S.F. SHRUB LW R ! i· ' 11' :~ EXISTING LANDSCAPE AREA, · , , I.·•. ·. SEE CITY DRAWING #415-9L • 1 SHEET NUMBER 18 i',,,' ··•~ PROPERTY LINE . , . "I' .. } ,:, ;" ! ,- .. ';, ';i,,J , . ;'' 1 -' ..,,,,,,,ltl , I . I ... .. : . · .• ·•· 1 ·•· . . . ' ---· . . . . .. --- --!E} . · ... ···.··· ... ·• ... ·. •.· ·. . •. · .. ·. · ....•..• CONTRACTOR SHALL BE: . RESPONSIBLE FOR MODIFICATION •.. AND REPAIR OF EXISTING IRRIGATION, EXISTING IRRIGATION ·sHALL BE ADJUSTED TO PROVIDE COMPLETE HEAD TO HEAD · .COVERAGE WITH NO PONDING, RUNOFF OR OVERSPRA Y, , ;! ~UT~OO~ ~~TER USE: , . · A WATER BUDGET SHALL BE DEVELOPED FOR LANDSCAPE IRRIGATION USE THAT ; !! 'CONFORMS TO THE LOCAL WATER EFFICIENT LANDSCAPE ORDINANCE. WHERE NO LOCAL ORDINANCE EXISTS, SHOW COMPLIANCE WITH THE CALIFORNIA DEPARTMENT OF WATER RESOURCES MODEL WATER EFFICIENT LANDSCAPE ORDINANCE. SEC. 492.5 THRU 492.9, 492.10 & 492.11 OF THE STATE ORDINANCE AT · HTTP://WWW.WATER.CA.GOV/WATERUSEEFFICIENCY/DOCS/WATERORDSEC492.CFM. OUTDOOR WATER USE: NOTTO SCALE MAINTENANCE RESPONSIBLITY ALL PROJECT LANDSCAPE WILL BE MAINATINED BY OWNER APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" DATE RLA#---EXP. ___ _ REVIEWED BY: INSPECTOR DATE NOTE: 1 CITY OF CARLSBAD 1----+---+-------------------+----+---+---+---I PLANNING DIVISION ALL SPRINKLERS ARE TO BE POP-UP WHEN LOCATED WITHIN 10' OF HARDSCAPE, WALKWAY, TURF, OR OTHER AREA WHERE PEDESTRIAN TRAFFIC MAY OCCUR FOR IRRIGATION LEGEND -SEE SHEET 12 -13 FOR IRRIGATION NOTES -SEE SHEET 14 FOR IRRIGATION CALCULATIONS -SEE SHEET 15 FOR IRRIGATION HYDROZONE MAP -SEE SHEET 16 FOR IRRIGATION DETAILS -SEE SHEETS 17 -20 FOR LANDSCAPE SPECIFICATIONS~ SEE SHEETS 24 -28 0 10 20 40 60 SCALE AND NORTH Smith · .. Architects i1s___,µyµ~-14 00 0',,, 05/ll/19 _,S, ~ )': Exp. Dale ~""° f" or cAU~a 8841 RESEARCH DR SUITE 200 IRVl!E • CA 92618 949.387.1323 RIDGELA.COM l------+---1------------------------1-----+----1-----l------1 DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: CARLSBAD OAKS LOT 5 LOT 5, CARIBOU COURT IRRIGATION PLAN I APPROVED: ri:a\, C:r=-c!\-11: ;.e~-~1 DATE PLANNING DRWN BY: PROJECT NO. DRAWING NO. CHKD BY: RS SOP 16-15 498-6L i '. ' ' ' ! I ' -·-··-· ---·· --------·---- .. . ' , - i . IRRIGATION ROTOR HEAD SPRINKLER LEGEND SYMBOL FLOW RATE GPM PREC. QI H I F MANUFACTURE/ MODEL NO./ DESCRIPTION Q H F PSI RADIUS RATE DETAIL SHEET 12" POP-UP ROTOR HEAD WITH CHECK VALVE AND PRESSURE REGULATION G) ~ Q) HUNTER -PGP-12-CV-R, ULTRA SERIES, 12" POP-UP SHRUB .43 .90 1.7 35 16 FT 0.46 A 17 ROTOR HEAD W/ NOZZLES Q-.50SR/H-1.0SR/F-2.0SR ® @ @ HUNTER -PGP-12-CV-R, ULTRA SERIES, 12" POP-UP SHRUB .68 1.3 2.7 35 . 20 FT 0.46 A 17 ROTOR HEAD W/ NOZZLES Q-.75SR/H-1.5SR/F-3.0SR (Z) @ @ HUNTER -PGP-12-CV-R, ULTRA SERIES, 12" POP-UP SHRUB 1.4 2.1 3.5 35 25 FT 0.46 A 17 ROTOR HEAD W/ NOZZLES Q-1.5 I H-2.5 / F-5.0 @) ([j) ©f HUNTER -PGP-12-CV-R. ULTRA SERIES. 12" POP-UP SHRUB 1.7 2.7 5.6 35 30 FT 0.46 A 17 ROTOR HEAD W/ NOZZLES Q-2.0 I H-3.0 I F-6.0 @ ® @ HUNTER -PGP-12-CV-R, ULTRA SERIES, 12" POP-UP SHRUB 21 3.5 7.0 35 35 FT 0.46 A 17 ROTOR HEAD W/ NOZZLES Q-2.5 / H-4.0 / F-8.0 G) (:J; (J) HUNTER -PGP-00-CV-R. ULTRA SERIES, SHRUB ROTOR HEAD .43 .90 1.7 35 16 FT 0.46 F 17 ON RISER W/ NOZZLES Q-.50SRIH-1.0SR/F-2.0SR @ @ ® HUNTER -PGP-00-CV-R, ULTRA SERIES, SHRUB ROTOR HEAD .68 1.3 2.7 35 20 FT 0.46 F 17 ON RISER WI NOZZLES Q-. 75SRIH-1.5SR/F-3.0SR (J) ® ® HUNTER -PGP-00-CV-R, ULTRA SERIES, SHRUB ROTOR HEAD 1.4 2.1 3.5 35 25 FT 0.46 F 17 ON RISER W/ NOZZLES Q-1.5 I H-2.5 I F-5.0 @ @ @ HUNTER -PGP-00-CV-R, ULTRA SERIES, SHRUB ROTOR HEAD 1.7 2.7 5.6 35 30 FT 0.46 F 17 ON RISER WI NOZZLES Q-2.0 / H-3.0 I F-6.0 @ ® @ HUNTER -PGP-00-CV-R, ULTRA SERIES, SHRUB ROTOR HEAD 2.1 3,5 7.0 35 35 FT 0.46 F 17 ON RISER W/ NOZZLES Q-2.5 / H-4.0 / F-8.0 NOTE: THE HUNTER ULTRA SERIES ROTOR SHALL REQUIRE THE INSTALLATION OF THE HUNTER HSJ-0 (3/4") MODEL COMMERCIAL SWING JOINT ASSEMBLY WITH EACH HEAD. NOTE: NOZZLES NUMBERS WITHIN THE ROTOR HEAD SYMBOLS DO NOT EXACTLY CORRESPOND TO THE HUNTER NOZZLE NUMBERS. NOZZLE NUMBERS FOR QUARTER, HALF, AND FULL HEADS ARE SHOW WITHIN THE HEAD MODEL NUMBER AS SHOWN IN THE LEGEND. NOTE: ALL SPRAY HEAD BODIES SHALL HAVE FACTORY INSTALLED RECLAIMED WATER IDENTIFICATION CAP. SYMBOL SYMBOL SYMBOL ~ IRRIGATION TREE BUBBLER LEGEND MANUFACTURE/ MODEL NO./ DESCRIPTION GPM PSI RADIUS PREC. DETAIL SHEET RATE RAIN BIRD -RD-06-S-P30-F-NP, WI HUNTER MSBN-25Q BUBBLER NOZZLE. ,25 (.50) 30 1FT 1.9 B 17 NOTE: SINGLE SYMBOL ON PLANS REPRESENTS MINIMUM TWO (2) BUBBLERS PER TREE. (2) BUBBLERS REQUIRED FOR 24" BOX TREES AND SMALLER. (3) BUBBLERS REQUIRED FOR 36" BOX TREES. (4) BUBBLERS REQUIRED FOR 48" BOX AND LARGER TREES. PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE WITHIN TREE WELL TYPICAL. IRRIGATION EQUIPMENT LEGEND MANUFACTURE/ MODEL NO./ DESCRIPTION V.I.T. STRONG BOX-SBBC-30CR, METAL POWDER COATED SMOOTH TOUCH BACKFLOW DEVICE ENCLOSURE. INSTALL ON A POURED IN PLACE CONCRETE BASE PER MANUFACTURE SPECIFICATIONS. PROVIDE PADLOCK AND TWO SETS OF KEYS. YARDNEY -SB 2-P, 2" (PURPLE) BASKET STRAINER WITH FLANGED CONNECTIONS AND 80 MESH FILTER ELEMENT. STRAINER ASSEMBLY SHALL BE INSTALLED WITHIN A V.I.T. STRONG BOX SBBC-30CR SMOOTH TOUCH ENCLOSURE INSTALLED ON A POURED IN PLACE CONCRETE PAD. RECYCLED WATER CROSS CONNECTION TEST STATION. EZ-FLO SYSTEMS -EZ-005-FX-CBV-xxx-FERTI-MAXX STARTER-25, 5 GALLON FERTILIZING SYSTEM WITH 25 LB BAG STARTER FERTILIZER. SPEARS -3621-xxxSR, THREADED, TRUE UNION 2000 STANDARD PVC BALL VALVE, LINE SIZE. RAIN BIRD -PESB-NP-HAN, (1" OR 1-1/2") SERIES PLASTIC, RECYCLED WATER, REMOTE CONTROL VALVE WITH PURPLE HANDLE, SIZE AS SHOWN. RAIN BIRD -PESB-NP-HAN (1" OR 1-1/2") SERIES PLASTIC, RECYCLED WATER REMOTE CONTROL VALVE WITH PURPLE HANDLE, SIZE AS SHOWN. INSTALLED WITH RAIN BIRD QKCHK-100, 1" PRESSURE REGULATING, QUICK-CHECK BASKET FILTER(S). INSTALL ONE (1) FILTER FOR DEMANDS (1 -13) GPM. INSTALL TWO (2) FILTERS FOR DEMANDS (14 -35) GPM. SIGNATURE -7645, 1" NON-POTABLE, ACME THREAD QUICK COUPLER VALVE WITH PURPLE LOCKING COVER FOR RECYCLED WATER USE. HUNTER -MINI-CLIK / SG-MC, RAIN SENSOR. SENSOR SHALL BE INSTALLED WITHIN A STAINLESS STEEL SENSOR GUARD ENCLOSURE. MOUNT SENSOR ON SIDE OF ENCLOSURE AND WIRE TO CONTROLLER. INSTALL PER MANUFACTURES RECOMMENDATIONS. Smith DETAIL SHEET C 17 D 17 E 17 H 17 18 J,M 18 K,M 18 L 18 G 17 · Architects SYMBOL E --'] '_.,_ .. --.. -. ,,_.,_,. IARl * NO SYMBOL SYMBOL QI HI F IV ... -"'----.&.. ~ e • ~ t, ~ T [!,,- ~ e • ~ ['I l'l ■ ['l L/RCS SST CST ---- i.il l'l [iiiiJ DRIP IRRIGATION LEGEND MANUFACTURE/ MODEL NO./ DESCRIPTION NETAFIM -TLHCVXR-RW-5-12, TECHLINE "HCVXR" SERIES 17mm "RECYCLED WATER" PURPLE STRIPE DRIPLINE WITH PRESSURE COMPENSATING. ANTI SIPHON CHECK VALVE AND COPPER INFUSED ROOT INTRUSION PROTECTION EMITTERS. INSTALL DRIP TUBING@ 16" MAXIMUM ROW SPACING WITH TRIANGULAR SPACED EMITTER LAYOUT. GPH PSI 0.53 30 RADIUS PREC. RATE N/A 0.64 NETAFIM -DRIPLINE CONNECTIONS SHALL BE MADE USING TECHLINE 17mm DRIPLINE INSERT FITTINGS. INSTALL STAINLESS STEEL CLAMPS ON FITTINGS FOR ANY SYSTEM THAT EXCEEDS 50 PSI. RAIN BIRD -RD-12, 12" POP-UP DRIP SYSTEM POP-UP FLUSH VALVE. INSTALL WITH "GPH" MODEL #GDFN-R, SERIES "PURPLE" COMBINATION FLUSH VALVE/ DRIP INDICATOR. NETAFIM -TLAVRV, AIR/VACUUM RELIEF VALVE. RAIN BIRD -SXB-180-1032 SERIES, HALF-CIRCLE, XERI-BUBBLER WITH 10-32 THREAD. EACH SYMBOL REPRESENTS (1) XERI-BUBBLER PER VINE LOCATED WITHIN IN-LINE DRIP TUBING AREAS. 13.0 30 N/A 0.45 NETAFIM -TLCV050MI-B, IN-LINE DRIP CHECK VALVE. INSTALL ON ALL DRIP TUBLING WITH 8' OR GREATER ELEVATION CHANGE, TO PREVENT LOW HEAD DRAINAGE. ONE (1) REQUIRED PER DRIPLINE. NOTE: ALL SUB-SURFACE TUBING SHALL BE INSTALLED 2" BELOW FINISH SOIL GRADE ANCHORED WITH RAIN BIRD 9" GALVANIZED WIRE STAKES, MODEL TDS-050, INSTALLED FOUR (4) FEET ON CENTER. SPRAY HEAD SPRINKLER LEGEND DETAIL SHEET U,V, 19 W,X1 20 y z 20 AA 20 BB 20 FF 20 N/A N/A MANUFACTURE/ MODEL NO./ DESCRIPTION FLOW RATE GPM PSI RADIUS PREC. DETAIL SHEET Q H F V RATE SHRUB 12" HI-POP SPRAY HEADS WITH CHECK VALVE AND PRESSURE REGULATION RAIN BIRD -RD-12-S-P30-F-NP, WI 8-FLT SERIES NOZZLE W/ PCS SCREENS, 020 / 025 / 025 RAIN BIRD -RD-12-S-P30-F-NP, W/ 8 SERIES MPR NOZZLE RAIN BIRD -RD-12-S-P30-F-NP, W/ 10 SERIES MPR NOZZLE RAIN BIRD -RD-12-S-P30-F-NP, W/ 12 SERIES MPR NOZZLE RAIN BIRD -RD-12-S-P30-F-NP, W/ 15 SERIES MPR NOZZLE RAIN BIRD -RD-12-S-P30-F-NP, W/ 15 STRIP SERIES NOZZLE LCS-PCS-030 / RCS-PCS-030 / SST-PCS-060 / CST-PCS-060. .20 .25 .25 30 .26 .52 1.05 1.19 30 .39 .79 1.58 1.45 30 .65 1.30 2.60 1.18 30 .92 1.85 3.70 1.85 30 .30 .90 .90 30 5 FT 8 FT 10 FT 12 FT 15 FT 4x15 FT 4x30 FT 1.6 A 17 1.6 A 17 1.6 A 17 1.7 A 17 1.6 A 17 1.9 A 17 ' NOTE: ALL SPRAY HEADS THAT REQUIRE ARC ADJUSTMENT FOR OVERSPRAY SHALL BE INSTALLED WITH RAIN BIRD (HE-VAN) HIGH-EFFICIENCY VARIABLE ARC SPRAY NOZZLES. FOR RADIUS REDUCTION USE RAIN BIRD PCS-SCREENS. NOTE: ALL SPRAY AND ROTOR HEAD BODIES SHALL HAVE FACTORY INSTALLED RECLAIMED WATER IDENTIFICATION CAP. IRRIGATION ROTATOR HEAD SPRINKLER LEGEND SYMBOL FLOW RATE GPM PSI RADIUS PREC. DETAIL >---Q-~I-H-~I-F---1 MANUFACTURE/ MODEL NO./ DESCRIPTION Q H F RATE GJ CZ] um ILll IIl] -8841 RESEARCH DR SUITE 200 IRVINE· CA 92618 949.387.1323 . RIDGELA.CDM ll.l] SHRUB 12" HI-POP ROTATOR HEADS WITH CHECK VALVE AND PRESSURE REGULATION RAIN BIRD -RD-12-S-P45-F-NP, W/ HUNTER ROTATOR SERIES MP CORNER NOZZLE. RAIN BIRD -RD-12-S-P45-F-NP, W/ HUNTER ROTATOR SERIES MP 1000 NOZZLE. RAIN BIRD -RD-12-S-P45-F-NP, W/ HUNTER ROTATOR SERIES MP 2000 NOZZLE. RAIN BIRD -RD-12-S-P45-F-NP, W/ HUNTER ROTATOR SERIES MP 3000 NOZZLE. RAIN BIRD -RD-12-S-P45-F-NP, W/ HUNTER ROTATOR SERIES MP MPLCS515 / MPRCS515 / MPSS530 NOZZLE. .17 .18 .33 .74 .19 -- .35 .63 1.84 .19 --30 8-12 FT .65 30 8-12 FT 1.27 30 13-17 FT 3.15 30 19-27 FT .38 30 4x14 FT 4x28 FT .46 .46 .46 .46 .46 A 17 A 17 A 17 A 17 A 17 APPROVED FOR PLANTING AND _IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" RLA#---EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE 1-----+---t--------------+----+---+--------+-__,. [sHrnl2 CITY OF CARLSBAD ~ ~ PLANNING DIVISION ~ DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~L=A==ND==s==c==A'....;P;:;E==IM==P;:;R;:;o=v:::E=M:::E=N:::T=P==L=A=N:::S=F:::O;:;R=,====-==~ CARLSBAD OAKS LOT 5 LOT 5, CARIBOU COURT IRRIGATION LEGEND APPROVED: r~l L:r ~ t-ll ,A Z.,-z..~-1] PLANNING DATE DRWN BY: PROJECT NO. DRAWING NO. CHKD BY: RS SOP 16-15 498-6L ' ' ' I ! ' ' I I I I i I I I ' i' ' I I ' I I I ! I ! ----------- IRRIGATION PIPE & WIRE LEGEND SYMBOL MANUFACTURE I MODEL NO. I DESCRIPTION DETAIL SHEET NON-PRESSURE LATERAL LINE (314" -2") SCH. 40 PURPLE "RECYCLED WATER" PVC PIPE WITH WORDS 0 18 "RECYCLED WATER-DO NOT DRINK" INSTALLED 12" BELOW GRADE. PRESSURE MAINLINE (1-1/2" SCH. 40) (2" -2-112" CLASS 315) PURPLE "RECYCLED WATER" PVC PIPE O,R 18 ------WITH WORDS "RECYCLED WATER-DO NOT DRINK" INSTALLED 18" BELOW GRADE. INSTALL WITH 3" 19 WIDE "RECYCLED WATER" METALLIC DETECTABLE WARNING TAPES. T. CHRISTY -TA-DT-3-PRW, 3" WIDE DETECTABLE PURPLE "RECYCLED WATER" METALLIC BACKED O,P,Q 18 UNDERGROUND WARNING TAPE. INSTALL WARNING TAPE CONTINUOUSLY ALONG MAINLINE 19 NO SYMBOL ROUTING, ONE (1) LOCATED IMMEDIATELY ON TOP OF MAINLINE ATTACHED EVERY 5' AND ONE (1) LOCATED 12" ABOVE MAINLINE. PIPE SLEEVE -PURPLE "RECYCLED WATER" SCH 40 PVC PIPE WITH WORDS "RECYCLED WATER-DO 18 +..-.;---.:-,-;,....,+ P,Q,R NOT DRINK". EXTEND 12" BEYOND EDGE OF HARDSCAPE. SLEEVE SHALL BE MINIMUM TWICE THE 19 -~ DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED, MINIMUM 2" SIZE. WIRE SLEEVE -"PURPLE" SCH 40 PVC PIPE EXTEND 12" BEYOND EDGE OF HARDSCAPE. SLEEVE SHALL p 18 ///////1 BE MINIMUM TWICE THE DIAMETER OF WIRE BUNDLE CARRIED, MINIMUM 2" SIZE. AS APPROVED-SPARE CONTROL WIRES. INSTALL MINIMUM, ONE (1) COMMON AND FIVE (5) ADDITIONAL T 19 ~ SPARE CONTROL WIRES WITH 36" MINIMUM LENGTH EXPANSION WIRE LOOP FOR ALL WIRES. INSTALL WIRES WITHIN 10" ROUND PLASTIC VALVE BOX AND LABEL LID "SW". SPARE WIRES SHALL BE A DIFFERENT COLOR THAN REMOTE CONTROL VALVE WIRES. LABEL WIRES "SPARE" AT BOTH ENDS. NO SYMBOL 3M -DBR/Y-6 DIRECT BURIAL WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS. s 19 WIRE CONNECTORS ARE SUPPLIED AS PART OF 1.T.S. CONTROLLER ASSEMBLY. :z K.B.l. -KSC-XXX-S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS NIA NIA LOWER THAN THE SPRINKLERS. :z K.B.l. -KC-XXX-S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY NIA NIA ABOVE FIRST LATERAL LINE TEE, WHEN RCV IS HIGHER THAN THE SPRINKLERS. NOTE: ALL WIRE SPLICES SHALL BE PLACED WITHIN PLASTIC VALVE BOX OR WIRE PULL BOX. WIRE SPLICES MUST BE TWISTED WITH WIRE TWISTING TOOL WITH A MAXIMUM OF TWO WIRES PER TWIST. REFER TO MANUFACTURE RECOMMENDATION FOR PROPER WIRE CONNECTIONS. SPLICING RECOMMENDATIONS: WIRE SPLICES ARE THE WEAK LINK OF ANY ELECTRICAL CIRCUIT. IT IS ESPECIALLY IMPORTANT TO MAKE PROPER JOINTS IN IRRIGATION SYSTEMS BECAUSE THE JOINTS ARE EXPOSED TO WET AND DAMP ENVIRONMENTS THAT CAN CAUSE CORROSION OF THE COPPER CONDUCTOR, AND PREMATURE FAILURE. NETAFIM AND PAIGE ELECTRIC RECOMMENDS THE STRICT USE OF MODEL DBR/Y-6, AS MANUFACTURED BY THE 3M COMPANY (PAIGE SPECIFICATION P7364D) RECYCLED WATER IRRIGATION LEGEND SYMBOL MANUFACTURE I MODEL NO./ DESCRIPTION DETAIL SHEET ~ RECYCLED WATER SIGNS, INSTALL QUANTITY AND LOCATIONS PER PER THE CARLSBAD cc 20 MUNICIPAL WATER DISTRICT AND SAN DIEGO (DEH) WATER RECYCLING REQUIREMENTS. NO SYMBOL AS APPROVED -CONTROLLER SHALL HAVE RECYCLED WATER PLACARD INSTALLED AS REQUIRED. NO SYMBOL T. CHRISTY'S -(PURPLE) "RECYCLED WATER" VALVE l.D. TAG INSTALL WITHIN EACH VALVE BOX TYP. NO SYMBOL AS APPROVED -ALL VALVE BOXES SHALL BE (PURPLE) "RECYCLED WATER" AND MARKED AS REQUIRED FOR RECYCLED WATER USE. NOTE: ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE RECLAIMED WATER IRRIGATION SYSTEM REQUIREMENTS SET FOR BY SAN DIEGO ENVIRONMENTAL HEALTH AND CITY OF CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. POTABLE WATER WATER LEGEND SYMBOL MANUFACTURE/ MODEL NO./ DESCRIPTION DETAIL SHEET III AS APPROVED-BYPASS TEE FOR BUILDING RECYCLED WATER CROSS CONNECTION TEST STATION. DD 20 AS APPROVED -TEMPORARY POTABLE WATER METER OBTAINED FROM THE DISTRICT AND LOCATED EE 20 ® AT A DISTRICT APPROVED POTABLE WATER SOURCE WITH A DISTRICT APPROVED TEMPORARY RIP BACKFLOW DEVICE INSTALLED IMMEDIATELY DOWNSTREAM OF THE TEMPORARY WATER METER. AS APPROVED -TEMPORARY POTABLE WATER 2" PVC PIPE HIGH LINE WATER FEED TO SUPPLY THE EE 20 -HL-PROPOSED RECYCLED WATER IRRIGATION SYSTEM DURING CONSTRUCTION AND TESTING PERIOD. l.:.iiil AS APPROVED -FIRE SERVICE DOUBLE DETECTOR CHECK, PER CIVIL ENGINEER'S SHEETS. --F--AS APPROVED -FIRE LINE, PER CIVIL ENGINEER'S SHEETS. w AS APPROVED -POTABLE WATERLINE, PER CIVIL ENGINEER'S SHEETS. ~ AS APPROVED -BUILDING POTABLE WATER METER AND RIP BACKFLOW DEVICE PER CIVIL ENGINEER'S SHEETS. M AS APPROVED -FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS 8841 RESEARCH DR SUITE 200 IRVINE· CA 92618 949.387.1323 RIDGllA.COM SYMBOL @ IBP] 1M] IE] @I --:IE--- ()---- ---- !I lffll I l;i;lll;i;L 9 ~ --- --□ (]-- IE] EXISTING RECYCLED WATER IRRIGATION LEGEND MANUFACTURE I MODEL NO. I DESCRIPTION (EXISTING) 1-1/2" RECYCLED WATER IRRIGATION METER WITH 2" SERVICE LINE. VERIFY SIZE, LOCATION, AND STATIC WATER PRESSURE IN FIELD. (EXISTING) 2" RIP BACKFLOW PREVENTION ASSEMBLY WITH PRESSURE REGULATOR, VERIFY AND TEST FOR PROPER OPERATION, REPAIR OR REPLACE IF DAMAGED. (EXISTING) MASTER VALVE, VERIFY AND TEST FOR PROPER OPERATION, REPAIR OR REPLACE IF DAMAGED. (EXISTING) FLOW SENSOR, VERIFY AND TEST FOR PROPER OPERATION, REPAIR OR REPLACE IF DAMAGED. (EXISTING) CONTROLLER "G". PROTECT IN PLACE, VERIFY AND TEST FOR PROPER OPERATION. REPAIR OR REPLACE IF DAMAGED. VERIFY QUANTITY OF AVAILABLE OPEN STATIONS, REPLACE CONTROLLER IF INADEQUATE NUMBER OF OPEN STATION EXIST. CONNECTION OF NEW MAINLINE TO EXISTING ON-SITE MAINLINE. VERIFY SIZE, LOCATION AND CONNECTION POINTS IN FIELD. CUT AND CAP EXISTING C.O.N.B.A MAINTAINED OFF-SITE SLOPE RECYCLED WATER IRRIGATION MAINLINE, VERIFY EXACT LOCATION IN FIELD. REFER TO EXISTING IRRIGATION NOTES SHEET #13 PRIOR TO COMMENCING WORK. (EXISTING) C.0.N.B.A MAINTAINED OFF-SITE SLOPE RECYCLED WATER IRRIGATION MAINLINE SHOWN FOR REFERENCE ONLY. PROTECT IN PLACE, REPAIR ANY DAMAGE DUE TO CONSTRUCTION. VERIFY SIZE, TYPE, AND EXACT LOCATION IN FIELD. (EXISTING) IRRIGATION SYSTEM TO BE ADJUSTED AND OR MODIFIED. CUT AND CAP EXISTING SYSTEM AS REQUIRED FOR PROPER OPERATION. REPAIR OR REPLACE ANY DAMAGED EQUIPMENT. PROVIDE 100% COVERAGE WITH NO PONDING, RUNOFF OR OVER SPRAY. (EXISTING) REMOTE CONTROL VALVE, PROTECT IN PLACE. VERIFY AND TEST FOR PROPER OPERATION. VERIFY IN FIELD WITH OWNER EXISTING VALVES TO BE REMOVED OR RELOCATED PRIOR TO CONSTRUCTION. REPAIR OR REPLACE IF DAMAGED. INSTALL 2-WIRE VALVE DECODER AND CONNECT TO 2-WIRE SYSTEM. (EXISTING) REMOTE CONTROL VALVE TO BE RELOCATED AS NEEDED. VERIFY IN FIELD WITH OWNER VALVES TO BE REMOVED OR RELOCATED PRIOR TO CONSTRUCTION. REPAIR OR REPLACE IF DAMAGED. (EXISTING) PVC PIPE AS LATERAL LINES SHOWN FOR REFERENCE ONLY. VERIFY EXACT LOCATION IN FIELD. PROTECT IN PLACE, REPAIR ANY DAMAGE DUE TO CONSTRUCTION. CONNECTION OF NEW LATERAL LINE TO EXISTING LATERAL LINE. VERIFY SIZE, LOCATION AND CONNECTION POINTS IN FIELD, CUT AND CAP EXISTING LATERAL LINE, VERIFY EXACT LOCATION IN FIELD. (EXISTING) POP-UP SPRINKLER HEAD. CUT/CAP AND RELOCATE AS REQUIRED TO PROVIDE COMPLETE 100% HEAD TO HEAD COVERAGE WITH NO PONDING, RUNOFF OR OVERSPRAY. REPAIR OR REPLACE IF DAMAGED. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" DATE RLA#---EXP. ___ _ REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ 1---+-------<------------------+----+---1----1---_, ~ PLANNING DIVISION ~ ~=::::'...'.:===========:'...'.:=:===='. DATE INITIAL DATI: INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: CARLSBAD OAKS LOT 5 LOT 5, CARIBOU COURT IRRIGATION LEGEND I APPROVED: ~\ ~. ~ 1~-.Jt z_,_ -Z.f;•{;, PLANNING DATE DRWN BY: PROJECT NO. DRAWING NO. CHKD BY: RS SOP 16-15 498-6L I Irrigation Installation Notes 1. THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ANY AND ALL PERMITS AND ALL INSPECTIONS AS REQUIRED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY AND ALL DAMAGES TO OPERATIONS OR WORK OF OTHER CONTRACTORS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ACTIVITIES WITH ALL AGENCIES AND OTHER TRADES. 3. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY ENCROACHMENT INTO ADJACENT PROPERTY, R.O.W.'S, EASEMENTS, SETBACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL REPAIR OR REPLACE, AT NO ADDITIONAL COST TO THE OWNER, ANY DAMAGE TO UNDERGROUND UTILITIES THAT MAY OCCUR. 5. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING PLANS BEFORE BEGINNING WORK. 6. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO PROJECT LANDSCAPE ARCHITECT FOR DIRECTION. ANY CONTINUATION OF WORK IS AT THE CONTRACTOR'S RISK ANO EXPENSE. 7. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITES, 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 TO THE PROJECT LANDSCAPE ARCHITECT FOR DIRECTION. 8. BEFORE ANY WORK COMMENCES, A CONFERENCE SHALL BE HELD WITH THE CITY'S REPRESENTATIVE AND THE CONTRACTOR, REGARDING GENERAL REQUIREMENTS OF THIS WORK. 9. INSTALL ALL IRRIGATION COMPONENTS ACCORDING TO LOCAL CODES AND ORDINANCES. 10. THE IRRIGATION WATER METER IS TO BE PROVIDED BY THE OWNER UNLESS SHOWN OTHERWISE ON THE PLANS. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL IRRIGATION EQUIPMENT DOWNSTREAM OF THE POINT OF CONNECTION (P.O.C.) AT THE IRRIGATION WATER METER. 11. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 12. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS (INCLUDING EXISTING AND/OR NEW PLANT MATERIAL), GRADE DIFFERENCES OR DIFFERENCES IN THE AREA'S DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE DESIGN. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 13. THE WORK SHOWN ON THESE PLANS IS DIAGRAMMATIC; ALL ITEMS, I.E. CONTROLLERS, VALVES, MAINLINES, SLEEVES, WIRES, IRRIGATION HEADS, ETC. ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ONLY. DO NOT SCALE DIMENSIONS. DETAIL DRAWINGS MAY CLARIFY LOCATIONS OF SOME ITEMS. THE CONTRACTOR SHALL NOT LOCATE ANY ITEMS WHERE IT IS OBVIOUS THAT THEY ARE IN CONFLICT WITH UNDERGROUND UTILITIES, STRUCTURES, OTHER IMPROVEMENTS, OR VEHICULAR OR PEDESTRIAN SAFETY CONSIDERATIONS. 14.' CONTROLLER LOCATIONS ARE APPROXIMATE. FINAL LOCATION OF THE AUTOMATIC CONTROLLER AND THE BACKFLOW DEVICE SHALL BE APPROVED BY THE OWNER AND THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 15. ALL CONSTANT PRESSURE LINES SHALL BE TESTED FOR 3 HOURS UNDER A HYDROSTATIC PRESSURE OF 150 POUNDS PER SQUARE INCH AND BE PROVEN WATERTIGHT. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT FOR HYDROSTATIC TESTS. HYDROSTATIC TESTS SHALL BE PERFORMED IN THE PRESENCE OF THE LANDSCAPE ARCHITECT OR, IF APPROVED BY LANDSCAPE ARCHITECT, CONTRACTOR MAY E-MAIL DIGITAL PHOTOGRAPHS OF THE PRESSURE GAUGE TO THE LANDSCAPE ARCHITECT AT BEGINNING AND END OF TEST PERIOD. 16. 120-VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED PER THE ELECTRICAL ENGINEER'S PLANS AND SPECIFICATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ELECTRICAL SERVICE WITH THE GENERAL CONTRACTOR AND TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. 17. ALL LOCAL MUNICIPAL AND 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. 18. BACKFLOW DEVICE SHALL BE INSTALLED IN GROUND COVER AREA WHEREVER POSSIBLE. FINAL LOCATION SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE AND MAY VARY FROM THAT INDICATED ON THE DRAWINGS. 19. QUICK COUPLER VALVES, CONTROL VALVES, AND SHUT-OFF VALVES SHALL BE INSTALLED IN GROUND COVER AREAS WHEREVER POSSIBLE. 20. PIPING AND WIRE CONDUIT PENETRATIONS THROUGH WALLS AND INSTALLATION EQUIPMENT UNDER PAVING SHALL BE INSTALLED IN SCH 40 PVC SLEEVES, AS CALLED OUT ON PLANS, OR AS PER LOCAL CODES AND MUST BE COORDINATED WITH THE GENERAL CONTRACTOR AND CONTRACTORS OF ALL VARIOUS TRADES THAT MAY B.E INVOLVED TO ELIMINATE PROBLEMS THAT MAY ARISE FROM INACCESSIBILITY OR DAMAGE TO ANOTHER TRADE'S WORK. PIPING AND WIRE CONDUIT PENETRATIONS THROUGH EXISTING WALLS SHALL BE CORE DRILLED AND SLEEVED PER ABOVE, UNLESS AN EXISTING SLEEVE IS AVAILABLE FOR RE-USE WHICH WILL NOT SIGNIFICANTLY AFFECT THE SYSTEM DESIGN. 21. USE CHECK VALVES AS REQUIRED TO ELIMINATE LOW HEAD DRAINAGE. 22. THE CONTRACTOR SHALL INSTALL KBI SERIES ANTI-DRAIN VALVES ON ALL LATERALS IN AREAS WHERE SLOPE OF GRADE EXCEEDS 4:1, WHERE POST VALVE SHUT-OFF DRAINING OF THE IRRIGATION OCCURS, OR AS DIRECTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 23. THE CONTRACTOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEAL THY GROWTH OF PLANT MATERIAL. AT NO TIME SHALL THE CONTRACTOR APPLY WATER AT A RATE OF FREQUENCY WHICH CAUSES RUNOFF OR OVER-SATURATION OF THE SOIL. 24. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO ADJACENT PAVING, WALLS OR OTHER HARDSCAPE ELEMENTS TO THE EXTENT POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND ADJUSTING THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING FLOW FOR EACH SYSTEM. 25. WHEN RADIUS OF SPRINKLER HEADS AS REQUIRED FOR PROPER COVERAGE IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A PRESSURE COMPENSATING SCREEN {PCS) FOR LOW FLOW AND RADIUS CONTROL. 26. USE ADJUSTABLE ARC NOZZLES FOR ALL HEADS LOCATED IN AREAS WHERE A STANDARD ARC PATTERN SPRAYS OVER ONTO ADJACENT PAVING, WALLS OR OTHER HARDSCAPE ELEMENTS. ADJUSTABLE ARC NOZZLE SHOULD HAVE THE SAME RADIUS OF THROW AS THE NOZZLE BEING REPLACED. 27. NO OVERSPRAY OR LOW HEAD DRAINAGE SHALL BE ALLOWED. 28. WHEN VERTICAL OBSTRUCTIONS (LIGHT POLES, FIRE HYDRANTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COSJ TO THE OWNER. 29. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWING. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE IMMEDIATELY UPON REJECTION. 30. ALL AUTOMAT)C CONTROLLER PROGRAMS MUST BE SET TO OPERATE BETWEEN THE HOURS OF 10 P.M. AND 6 A.M. 31. THE ENTIRE SPRINKLER SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP, INCLUDING THE SETTLING OF BACKFILLED AREAS AND TRENCHES FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. SHOULD ANY OPERATION DIFFICULTIES IN CONNECTION WITH THE SPRINKLER SYSTEM DEVELOP WITHIN THE SPECIFIED GUARANTEE PERIOD, WHICH IN THE OPINION OF THE OWNER MAY BE DUE TO INFERIOR MATERIAL AND/OR WORKMANSHIP, SAID DIFFICULTIES SHALL BE IMMEDIATELY CORRECTED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST. 32. THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AND REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE OWNER. 33. THE IRRIGATION SYSTEM DESIGN JS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. THE CONTRACTOR SHALL VERIFY WATER PRESSURE IN THE FIELD PRIOR TO CONSTRUCTION TO DETERMINE IF IT IS SUFFICIENT TO OPERATE SYSTEMS AS DESIGNED. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE PROJECT LANDSCAPE ARCHITECT. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. 34. AFTER INSTALLATION OF THE IRRIGATION SYSTEM IS COMPLETED, THE CONTRACTOR SHALL PERFORM A COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT TO DETERMINE IF THE IRRIGATION COVERAGE FOR PLANTING AREAS IS ADEQUATE AND COMPLETE. FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLANS OR BECAUSE DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS WERE NOT BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. Irrigation General Notes 1. IRRIGATION PLANS ARE DESIGNED AS DIAGRAMMATIC AND APPROXIMATE. ALL IRRIGATION EQUIPMENT, SPRINKLERS AND PIPE ARE TO BE INSTALLED IN LANDSCAPED AREA. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. THE IRRIGATION CONTRACTOR SHALL ENSURE NO OVERSPRAY ONTO HARDSCAPE, STREETS, WALLS OR ANY OTHER HARDSCAPE / STRUCTURE. 2. MAINLINE SHOWN WITHIN PAVING FOR DRAWING CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. 3. WHEN VERTICAL OBSTRUCTIONS (PROPS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 4. WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE, IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A RAIN BIRD "PCS" PRESSURE COMPENSATING SCREEN FOR LOW FLOW AND RADIUS CONTROL. 5. 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. 6. OVERHEAD IRRIGATION SHALL NOT BE PERMITTED WITHIN 24 INCHES OF ANY NON-PERMEABLE SURFACE, (PER STATE ORDINANCE AB 1881.) ABSOLUTELY NO OVERSPRAY OR LOW HEAD DRAINAGE IS ALLOWED. 7. IRRIGATION SLEEVES SHOWN FOR MAJOR STREET AND DRIVEWAY CROSSINGS FOR CLARITY ONLY. CONTRACTOR SHALL INSTALL SLEEVING BELOW ALL PAVING, HARDSCAPE, ETC. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. 8. 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. 9. ALL IRRIGATION ADJACENT TO BUILDING SHALL BE INSTALLED A MINIMUM DISTANCE OF 12" INCHES FROM BUILDING TO AVOID WATER/OVERSPRAY ONTO BUILDING OR WINDOWS. ALL LAYOUT SHALL BE CONFIRMED IN FIELD WITH OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. 10. TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING AND BUILDINGS FOR DRAWING CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLER$ SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 11. CONTROLLER LOCATION SHOWN ON THIS DRAWING IS APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT THE CONTROLLER LOCATION FOR REVIEW AND APPROVAL BY THE OWNER PRIOR TO ' INSTALLATION OF THIS EQUIPMENT. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ELECTRICAL CONNECTION FROM 120 VOLT POWER SOURCE TO THE CONTROLLER AND ALL WIRE CONNECTIONS FROM ALL VALVES AND APPURTENANCE VALVES TO TERMINAL STRIP. REFER TO ELECTRICAL ENGINEER'S DRAWING'S FOR POWER SOURCE. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL STATE AND NATIONAL ELECTRICAL CODES AND REGULATIONS. FINAL LOCATION AND EXACT POSITIONING OF THE CONTROLLER SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF CONTROLLER REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. 12. ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF ALL VALVES. FINAL LOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVES AND ISOLATION VALVES SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. IN GENERAL, UNLESS OTHERWISE DIRECTED BY OWNER, ALL VALVES SHALL BE INSTALLED THREE FEET FROM EDGE OF HARDSCAPE, WALK OR CURB IN SHRUB PLANTING AREAS. 13 .. BACKFLOW PREVENTER LOCATION SHOWN ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT THE BACKFLOW PREVENTER, AND ALL IRRIGATION APPURTENANCE LOCATION FOR REVIEW AND APPROVAL BY OWNER, LANDSCAPE ARCHITECT AND CITY'S PUBLIC WORKS INSPECTOR PRIOR TO INSTALLATION OF THIS EQUIPMENT. FINAL LOCATION AND EXACT POSITIONING OF BACKFLOW PREVENTER AND ALL IRRIGATION APPURTENANCE SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF THE BACKFLOW PREVENTER, AND ALL IRRIGATION APPURTENANCE AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISION AT NO CHARGE. 1 :1;::::1~:~glt~~J~~:)i!; :: };ci;_~l~tfildg':jf ',i]lil ll':.; ;:, Iinterjors · - '-,~.)~~~nj.ble~~ • Smith · , .. Architects Existing Irrigation Notes 1. THE CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE EXISTING IRRIGATION AND PLANTING ON PROPERTY. ANY DAMAGE OR ADJUSTMENTS REQUIRED INCLUDING REPLACING OR RELOCATING IRRIGATION LINES, HEADS, VALVES, WIRES OR ANY UTILITY THAT OCCURS ON THE PARCEL DUE TO THE CONSTRUCTION OF THIS PROJECT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. THE OWNER'S REPRESENTATIVE MUST REVIEW ANY REQUIRED MODIFICATIONS TO THESE AREAS PRIOR TO COMMENCING WORK. THE CONTRACTOR MUST NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OF THESE CONDITIONS OR ANY DISCREPANCIES PRIOR TO COMMENCING WORK. 2. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, PROPERTY LINES, DIMENSIONS, ETC. PRIOR TO COMMENCING WORK. ALL EXISTING IRRIGATION SYSTEMS SHALL BE VERIFIED IN THE FIELD AT START OF CONSTRUCTIONS. ALL EXISTING MAINLINES, RCVS, BACKFLOW DEVICES, CONTROLLERS, METERS, SERVICE LINES, ETC. SHALL BE VERIFIED IN FIELD. ALL EXISTING IRRIGATION EQUIPMENT SHALL BE CLEARLY INDICATED INCLUDING SIZES AND MODEL NUMBERS TO SCALE ON AN ACCURATE BASE DRAWING AND SUBMITTED AS A SHOP DRAWING. SAID SHOP DRAWING SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE FOR REVIEW AND APPROVAL. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. NO WORK SHALL PROCEED WITHOUT APPROVAL OF SAID SHOP DRAWINGS. 3. ALL EQUIPMENT LOCATIONS AND PIPE ROUTING SHALL BE STAKED IN FIELD FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. ALL LAYOUT SHALL BE AS APPROVED BY, LANDSCAPE • ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. NO EQUIPMENT SHALL BE INSTALLED WITHOUT APPROVAL OF LAYOUT. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSTALLATION OF PROPOSED IRRIGATION EQUIPMENT AND RELATED EQUIPMENT, INCLUDING BUT NOT LIMITED TO R.C.V. CONTROL WIRES, ELECTRICAL WIRES, CONDUIT, REMOTE CONTROL VALVES, ETC. ALL LAYOUT AND LOCATIONS SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO COMMENCING WORK. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION OF ALL ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS AFFECTED BY PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTf:MS TO A LIKE NEW MANNER, PROVIDING COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. 7. CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEM AS REQUIRED. SYSTEM SHALL PROVIDE COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. ALL LAYOUT SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 8. CONTRACTOR SHALL REFER TO CORRESPONDING ON-SITE WATER AND SEWER PLAN FOR UNDERLYING WATERLINES, EASMENTS, AND OTHER RELATED EQUIPMENT. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS TO EXISTING IRRIGATION, LANDSCAPE AND HARDSCAPE DAMAGED BY ROUTING NEW WIRES TO CONTROLLER AT NO ADDITIONAL COST TO THE OWNER. 10. CONTRACTOR SHALL MEET WITH THE OWNER PRIOR TO BEGINNING DEMOLITION OR ANY OTHER WORK, AND WALK SITE'·TO LOCATE EXISTING CONTROLLER AND LINES AND OTHER IRRIGATION TO BE PROTECTED IN PU\DE. 11. CONTRACTOR SHALL PROVIDE FOR THE IRRIGATION OF EXISTING PLANT MATERIAL THROUGHOUT THE CONSTRUCTION PROCESS. ANY DAMAGE DUE TO CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY TO PREVENT ANY LAPSE IN IRRIGATION OF THE EXISTING PLANT MATERIAL. ANY PLANT MATERIAL AND/OR IRRIGATION DAMAGED AS PART OF CONSTRUCTION SHALL BE REPAIRED TO A LIKE NEW CONDITION AS PART OF CONTRACT. 12. ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO THE EXISTING CONTROLLER SHALL BE RECONNECTED TO THE EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND UPON COMPLETION OF WORK. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE ADJUSTMENT/MODIFICATION OF EXISTING IRRIGATION SYSTEM WITHIN THIS AND OTHER AREAS AFFECTED BY THE PROPOSED IMPROVEMENTS. ALL LAYOUT SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 14. NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING CONSTRUCTION. ALL ADJACENT SYSTEM SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION. 15. CONTRACTOR SHALL OBTAIN EXISTING IRRIGATION AS-BUILT RECORD DRAWINGS FOR ADJACENT IRRIGATED AREAS PRIOR TO STARTING WORK. ALL EXISTING IRRIGATION EQUIPMENT LOCATION, SIZES, AND CONDITIONS SHALL BE VERIFIED IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE AT START OF WORK. 16. WHENEVER ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING TRENCHING OPERATIONS, THE CONTRACTOR SHALL REROUTE MAIN LINE TRENCHES. DO NOT CUT ROOTS OVER 1" IN DIAMETER. ALL CUTS SHALL BE A CLEAN SHARP CUT. IF TRENCHING IS REQUIRED, THE CONTRACTOR SHALL HAND DIG THE TRENCHES TAKING CARE NOT TO DAMAGE ROOTS. NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. PROTECT ALL ROOTS EXPOSED TO SUNLIGHT WITH MOIST BURLAP UNTIL COVERED WITH SOIL. -8841 RESEARCH DR SUITE 200 liVl!E • CA 92618 949.387.1323 RIDGELA.COM DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION ~ ' . ONSITE RECYCLED AND POTABLE WATER SEPARATION REQUIREMENTS: HORIZONTAL SEPARATIONS: THE PRESSURIZED RECLAIMED WATER PIPING SHALL MAINTAIN A (10) FOOT HORIZONTAL SEPARATION AT ALL TIMES FROM ALL POTABLE WATER PIPING AND/OR A PARALLEL SANITARY SEWER SYSTEM. IF A 10-FOOT HORIZONTAL SEPARATION IS NOT POSSIBLE, SPECIAL CONSTRUCTION REQUIREMENTS SHALL BE CONSIDERED, REFER TO DISTRICT STANDARDS. COMMON TRENCH CONSTRUCTION IS PROHIBITED. VERTICAL SEPARATIONS: THE PRESSURIZED RECLAIMED WATER PIPING SHALL MAINTAIN A MINIMUM OF ONE FOOT VERTICAL SEPARATION AT ALL TIMES FROM ALL PRESSURIZED POTABLE WATER PIPING AND/OR A SANITARY SEWER SYSTEM. THE PRESSURIZED RECLAIMED WATER PIPING SHALL BE INSTALLED ONE FOOT BELOW ALL PRESSURIZED POTABLE WATER PIPING ONE FOOT ABOVE ALL SANITARY SEWER SYSTEMS. IF A ONE FOOT VERTICAL SEPARATION IS NOT POSSIBLE, SPECIAL CONSTRUCTION REQUIREMENTS SHALL BE CONSIDERED. REFER TO DISTRICT STANDARDS. Attachment 37: Recycled Water Standard Notes County of San Diego 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF CARLSBAD "RULES AND REGULATIONS FOR RECLAIMED WATER USE AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH REQUIREMENTS. 2. ALL BACKFLOW PREVENTER INSTALLATIONS AND LOCATIONS SHALL BE SUBJECTED TO APPROVAL BY THE CITY OF CARLSBAD'S WATER DEPARTMENT. 3, ALL PUBLIC FACILITIES SUCH AS COMFORT STATIONS, DRINKING FOUNTAINS, ETC. SHALL BE PROTECTED FROM SPRAY AND/OR MISTING BY RECLAIMED WATER. 4. NO PONDING, RUNOFF OR OVERSPRAY IS PERMITTED. ADJUST ALL SPRINKLER HEADS TO PREVENT OVERSPRAYING ONTO SIDEWALKS, STREETS AND PRIVATE LOTS. 5. HOSE BIBS ON RECLAIMED WATER SYSTEMS ARE PROHIBITED. 6. ON-SITE CROSS-CONNECTION BETWEEN RECLAIMED WATER LINES AND POTABLE IS STRICTLY PROHIBITED. 7. QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: A. QUICK COUPLING VALVES SHALL BE 1-INCH NOMINAL SIZE SIGNATURE MODEL #7645, WITH BRASS CONSTRUCTION AND A NORMAL WORKING PRESSURE OF 150 P.S.I. INSTALL QUICK COUPLERS NO CLOSER THAN 200 FEET O.C. AND NO CLOSER THAN 100 FEET TO ANY HARDSCAPE OR STRUCTURE. B. IN ORDER TO PREVENT UNAUTHORIZED USE, THE VALVE SHALL BE OPERATED ONLY WITH A SPECIAL QUICK COUPLER KEY WITH AN ACME THREAD FOR OPENING AND CLOSING THE VALVE. C. THE COVER SHALL BE PERMANENTLY ATTACHED TO THE QUICK-COUPLING VALVES. IT SHALL BE PURPLE RUBBER OR VINYL .. D. LOCKING COVERS ARE REQUIRED. Guidelines For Recycled Water Use The following guidelines are intended to provide the basic parameters for the use of reclaimed water in landscape irrigation. To operate your system in compliance with these guidelines you must: 1. Irrigate between the hours of 10:00 p.m. and 6:00 a.m. only. Watering outside this time frame must be done manually with qualified 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 infiltration rate present. This procedure may be facilitated by the efficient scheduling of the automatic control clocks, (i.e. employing the repeat function to break up the total irrigation time into cycles that will promote maximum soil absorption). 3. Adjust spray heads to eliminate overspray into areas not under the control of the customer. For example, pool decks,(\, private patios, streets and sidewalks. 4. Monitor and maintain the system to minimize equipment and material failure. Broken sprinkler heads, leaks, unreliable valves, etc., should be repaired as soon as they become apparent. 5. Educate all maintenance personnel, on a continuous basis, of the presence of reclaimed water, and the fact that it is not approved for drinking purposes. Given the high turnover rate of employees in the landscape industry, it is important that this information be disseminated on an almost daily basis. It is you, the landscape contractor, who is responsible for educating each and every one of your employees. 6. Obtain prior approval for all proposed changes and 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 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. COLOR CHART NOTE: AS A REQUIREMENT THE AUTOMATIC CONTROLLER SHALL CONSIST OF A NEATLY DRAWN 11"x17" LAMINATED IRRIGATION PLAN AND COLORED ZONE MAP LAYOUT CHART. LAYOUT CHART SHALL BE COLOR CODED INDICATING LOCATION OF ALL CONTROLS, SLEEVES, PIPING, HEADS (INCLUDING TYPE), VALVES AND CONNECTION TO WATER SERVICE. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUil T" DATE RLA# EXP. REVIEWED BY: INSPECTOR DATE L1TI CITY OF CARLSBAD ~ PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: CARLSBAD OAKS LOT 5 LOT 5, CARIBOU COURT IRRIGATION NOTES I APPROVED: (~\ C.,,-f=\\A z.,.. t'., '., -~ 1 I DATE PLANNING DRWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: RS SOP 16-15 498-6L OTHER APPROVAL CITY APPROVAL l i. I i i ! ! I ' . ' i I i i i. I' ' CONTROLLER SCHEDULING 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. MULTIPLE CYCLES MAY BE REQUIRED TO MINIMIZE PONDING AND RUNOFF ONTO NON-IRRIGATED AREAS. SEASONAL IRRIGATION SCHEDULE Project Name: Carlsbad Oaks Lot #5 Cycles Per Day: 1 Meter Nu,mber: #i Contrpller Letter: "G" Days Per Week: 7 EvaQotransgiration Rates: Irrigation Efficiency{%): Eto Historical: 47,00 Rotors: 0.72 Winter Spring Summer Fall Spray Heads: 0.72 E!o Per Day ... , . 0.08 0, 14 0.19 ······;·· 0.11 Bubbler Heads: 0.75 Eto Per Season 6.8 12.8 17.2 10,2 Drip line: 0.80 Drip Emitter: 0.80 Run Times (Minutes per Day)= (60 x Eto x FF)+ (PR x, IE) x (RD)~ (C) stream Rotary: 0.72 Eto = OaHy Evapotranspiration Rate Micro Spray 0.80 IE= Irrigation Efficiency PR= Precipitation Rate (Inches per Hour) freci11llatlon Rate {in/hr) RD= Run days (Seasonal Total) Rotors: 0.45 c = Cycles per Day Spray Heads: 1.60 PF= Plant Factor (Kc) Bubbler He.ads: 1.90 60 = Conversion to minutes Drip Line: 0.64 Drip Emitter: 0.40 stieci-m Rotary: 0.45 Micro Spray: 0.61 Valve ; 1 r lrrigat~on Kc PR IE Winter Spring Summer Fall Quantity · Pan mg Type (Dec, Jan, Feb](Mar, Apr, Mayl(Jun, Jul, Aug) (Sep, Oct Nov) · 1 Shrub , Drip Line 0.50 0.6_4 0,80 4 a ll 7 Min. Per Day .. a Shrub · Drip Line 0.30 0.64 0.80 3 5 ? 4 Min. Per Day ·3 Shrub Rotor 0,30 0.46 0.72 4 8 10 6 Min. fer Day l Shrub Rotary 0.30 0.46 0.72 4 a 10 6 Min. fer Day 1 Shrub Spray 0.50 1.60 0.72 2 4 5 3 Min. Per Day 5 Tree Bubbler 0.30 1.90 0.75 1 2 2 1 . Min. Per Day Total 19 Total Hour Run Tim.es@ 7 Days rer Week, Valves 0.8 1.5 2.0 l.2 Hours Per Day NOTE: A. IRRIGATION SYSTEMS USING RECYCLED WATER SHALL BE SCHEDULED FOR USE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. WATER EFFICIENT LANDSCAPE WORKSHEET HYDROZONE INFORMATION TABLE Controller Program No. Hydrozone* G LW G LW G lW G LW G LW G LW G LW G LW G LW G .LW G LW G LW G LW G LW G LW G LW G LW G LW G LW Total Planted Area Zone or Valve 1 2 3 4. 5 6 7 8 9 1G 11 12 13 14 15 16 17 18 19 Irrigation Method** 8 R D D D B R s B D D B D B D D R R R Plant I r"•• Hydrozone Area Type Facto (S F l (PF} q. t. 0.3 99 0.3 2,470 0.3 . 3,152 0.3 645 0.3 2,400 0.3 90 0.3 3,900 0.5 1,850 0.3 81 0.3 2,400 0.5 650 0.3 99 0.3 2,371 0.3 135 0.3 2,200 0.3 2,371 0.3 2,929 0.3 5,200 0.3 3,090 36,132 % ofTotal Landscaped Area 6.84 8.72 1.79 6.64 0.25 10.79 5.12 0.22 6.64 1.80 027 6.56 0.37 6.09 6.56 8.11 14.39 8.55 iHydrozone VLW~ VeryLO!.V Water Use Plants LW-Low Wate-, Use Pl£u)ts MW-A1odernte Water Use Pian ts H~V :c f/igh Waler Use Plants "*Irrigation Method ,MS =c 1\/icro--spray S =Sprny ""'" Plai1tFactorfrom WUCOLS II/or hM os. waterfeatt1re 3S appropri&te R = Roror B..: Bubbler 0 ::c Other Smith Architects 8841 RESEARCH DR SUITE 200 IRVINE• CA 91618 949.387.1323 RIDGELA.COM CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWUJ Process Carlsbad Oaks Lot 5 Step ~~o. (~elow) F.vor;iotronspiration Rate ( Eto ),.._ Conversion Factor 2 H_ydrozone Number (l-5 wfth Sl,A Zone Below -use as rriany itobles as necessary to complete ull f1jdrozones) 2 3 4 5 6 Shrub Shrub Shrub Shrub Tree Shrub Spray Drip Drip Kotary Bubbler Rotor 47.0 47.0 47.0 47.0 47.0 47.0 0.62 SlA ' .... _., ,. ,.,, \f [Step I x step 2) Plant Factor (PF)" 10.1 -0.8) 11/eo of Hydrozone (s:q. ft.) jHA) (Step 4 x step 5) Irrigation Efticier,cy (IEf'•' !Step 6 + Step 7) {Total all Step 8 + Total SLA sq. ft. in Step 5) JStep 3 xSrep 9) Estimated Total Woter Use - ETWU JGallons Per Yeor) rote! shal1 not exceed MAW A 3 4 5 6 7 8 9 I() ' 0.5 0.3 0 0 0 0 0.72 0.80 0 0 29.140 0.5 0.3 ll3 0 0 0 0 0 () 0.80 0.72 0.75 C 0 0 36,132 1,052.881, • fto • ~ Pf -Plant Factcr (li\'ater U5e] -horn r,..·uc,GL? !· · • 0 !E -lrrjg,1 lion iin{~~nc; Wss.tof 1--5 = 40D :Selected tiOseici ~n f/p~ o.f i:)an15-in h/dr~;~nes: ;:spra/ = :72 Ea9t of 1-5 and Wen oti]Camino Rea!= 44.0 :o.; :c: 'fLW -'/t:"::r-t LO·N Wat8rU~ Plants Rotor= .72 E:::is.t of E Camir)n Rea!= 47.0 0.3 :c: LW -L')•<'I Wot1:ir Use P!ams . 8u.bb!e1:::c··_"j5. f¼:,pliccmt rtYJ/ pn:,-..,•ide differ,::,nt Efo if supported b'/ ·0,5 = L"IW -f,/,ocieratE:t Wuter U~e -Drip &f,\icro )µr~/-' BC .. ,,.. '., ,, 0.3 . . ·,,-.,-k,. __ ,., . .,.,.,,,.,J 0 36,\32 0 0.72 0 doc,_,rnenfotlcn subject to ,;:ippr.:n-:i.l b/ the Cif/ Planning 0.8 = HW ~-Hi.gh ·wu ter U~!::l· PlrJ!l!S " · P.:ciilf€r':'nt !E rnuv b\:l u:-,.std isv;:.:i::.,oited b·1 MAXIMUM APPLIED WATER USE ( MAWA} calculation: MAW A~ [ETo) X {0.62) X 1(0.45 X LA) + {0.55 X SL/".)] ; Irrigation Pressure Calculatton Meler No; HGL: Elevation of Meter: Static Woter Pressure PSI: Valve No: Valve Demond Maxlrnurn System Demand Elevation Change P.O.C. to Highest Head: . losses: 1-1/2'' (Existing) Water Meler 2" Service line 2" (Existing] RP Back/low Device 2" Basket Strainer 2'' (Existing] Master Valve 1-1/2'' (Existing) Flow Sensor Isolation Valves 1-1/2'' R.C.V. 350 Feet of 2" !',lainli'ne·cL 315 Fitting Lqss 10% Lateral Line Lass 10% . Loss lo Highest Head Total Losses; Head Operating fTessure: Tola_l Pressure Required: .. Static Pressure Available: 1 550 FT 356 FT 90 psi G-7 34GPM 26GPM 12 FT 1.4 psi 0.6 psi 12.0 psi l.5 psi 2.5 psi 1.0 psi 1.0psi 3.8 psi 2.1 psi 2.6 psi 3.5 psi 5.2 psi 36. ].32 Tota! Londscope Amo :docum,s,ntatiori subfect to appr-Y>ol b1 the Cit,,- 36.132 lotol SlA MAWA 1,052,886 Residual Pressure: 37 psi 35 psi 72. psi 90 psi 18 psi APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. WATER USE NOTE: THESE PLANS HAVE BEEN PREPARED TO COMPLY WITH THE CALIFORNIA STATE WATER EFFICIENT LANDSCAPE ORDINANCE AB1881. RLA#--- REVIEWED BY: INSPECTOR "AS-BUILT" DATE EXP. ____ _ DATE ~ CITY OF CARLSBAD ~ 1---+---t-----------------+---+---+----t----1~~---P_L_A_N_N_IN_G_DI_V_IS_IO_N ___ ~~ DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: CARLSBAD OAKS LOT 5 LOT 5, CARIBOU COURT IRRIGATION CALCULATIONS I APPROVED: [%{)~ C::yi=-1~ ..t: 2,. -Z'?..·t7, PLANNING DATE DRWN BY: PROJECT NO. DRAWING NO. CHKD BY: RS SOP 16-15 498-6L I ' i ' ' I I I l G-7 . i, . M .. , , , , · i,, ii 34 GP ii!. i '. , : ' " EA ! l l, i I _u1•~-~-7 , i i i j ' : ' ' . 3900 S.F. 1.5" ,, , ' , , , SHRUB LW .. ,-,,·.•·I _ _<oR~":" . ' . ·, ·,. ·,. ·,· .. \ '' ·-. :·. ·J ·, i i 24 GPM 20 EA 1850 S.F. SHRUB MW s · .. -.. ' ' {; \' . · .. ·/ ,• G-10 1 . 5,, 17 GPM 1950 L.F. 2400 S.F. SHRUB LW D , 1/, 1/, . G 4 1 ,, 5 GPM 530 L.F. 1 645 S.F. ~ SHRUB LW D- , . 5 GPM ·-, 20 EA 1//'fz . •· , F 1//'//,/ , 90 S. · z TREE LW : B .... ' -1 0 ,;i ·" , ½1/, ~ ,, r1 1a11/,11 ~-0c0-Q-,,- 0 G 14 1.5" 16 GPM 1782 L.F. 2200 S.F. SHRUB I W D I , G-13 1 " 5 GPM g EA 81 S.F. TREE LW B -~~~-· G-12 1" 5 GPM 10 EA 45 SF. TREE LW B .... '"'"'' 15 30 G-15 1" 5 GPM 10 EA 45 S.F. TREE LW B AND NORTH SCALE ,>:~·. I G-16 1.5" 17 GPM 1950 L.F. 2371 S.F. SHRUB LW D \ / / : ! ,/ i,,;'. \ . •; / ' -~ -l -.. . :,_,_,_, __ ,,.,·i I: ,. i ! / G-17 1,, 22 GPM 8 EA 2929 S.F SHRUB LW R 1./ .• /""; //. -_ _;_,.. .:, ., ,r>·· -•, ' -> / I~~ I " 'fl ~ I GG-::..,2:<!,0 _I "-" 90 , 1" /, G-11 1.5" 17 GPM 1950 L.F. 2371 SF. SHRUB LW D : ~~~ktt~qure,_ 3 GPM 6 EA 54 S.F. TREE LW B 1 ,, 5 GPM 550 L.F. 650 S.F. SHRUB MW D . JJlarinin..2_,:.;,:-a---, ,. .. ----'-.:..:•:' ~.h_••••,,, -,, -'-, ;;~IN/~~~~ Smith' ,,,, Architects ; 26 ,, 1 / EXISTING ii_ - G-19 1" 21 GPM 7 EA 3090 S.F. SHRUB LW R .1 \ ' --~ ! l 1 . , .. . . . ,, . -.:: -_· ." . :._ . . . . - 8841 RESEARCH DR SUITE 200 IRVINE. CA 92618 949.387.1323 RI0GHA.C0M -. ,.. '' , .. !'r, . , DATE INITIAL DESIGNER OF WORK REVISI c. ON orSCRIPTION HYDROZONEL_E_G_E_N_D_ LW=LOW LANT ZONE WATER USE p RATE WATER USE PLANT ZONE MW=MODE RATE USE TREE ZONE MW=MODE IRRIGATION VALVE CALLOUT NUMBER R / VALVE STATION CONTROLLE . A 1 ---VALVE SIZE , E OF DRIP TUBING OR QTY. ( =1d.st"== G.P.M. MATE LINEAR FOOT~~ SPRAY HEADS. 25 GPM APP ROXI ITTERS, OR QTY. I 00 I .F. OF DRIP EM AS F R moo s.c. ~~-~~os~ee "' °'~""--,cro ,m,o,osmsce TRF\MW ~ ~PLANT TYPE/ H;E & (IE) EFFICIENCY -SEE I ---''---~ IRRIGATION TY ~-~ r------fH,'Y([D)FR~COZONET-A"BLE WUCOLS (Water Use)· from ones: Plant Factor e of plants in hydroz d based on typ Selects Water Use Plants -0 1 -Very Low VLW -· . Use Plants -0.3 -Low Water LW=0.1 t UsePlants 0 6 -Moderate Wa er MW= 0.4 -. H' h Water Use Plants HW 0.7 • 0.9. lg IE -Irrigation Efficiency S = Spray .55 M = Micro Spray .80 R = Rotor .70 B = Bubbler . 75 D = Drip .80 APPROVED FOR p~tUDING PRECISE IRRIGATION ONO~,p~~NTING AREAS. LOCATION . NTING AND DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL "AS-BUIL T" RLA# EXP. DATE REVIEWED BY: INSPECTOR CARLSBAD ~ CITYP9N~ING DIVISION DATE LANDSCAPE IMr;z~~~D OAKS ~i.1r fir 5, CARIB~g£E MAP IRRIGATION HYD T PLANS FOR: 5 ..t1.-;-'2b·l1 (~\ SI· tt.\~\L__ DATE • DRAWING NO. PROJECT NO. 498-6L APPROVED: PLANNING DRWN BY· RS CHKD BY: SOP 16-15 16}------t--i 13~---- SECTION VIEW LEGEND 1. STAINLESS STEEL, TOP-ENTRY CONTROLLER ENCLOSURE -NEMA 3R RAINPROOF RATED -WITH LOCKING LID, SHOWN OPEN. 2. TERMINAL STRIP FOR REMOTE CONTROL VALVE WIRE CONNECTION. 3. STAINLESS STEEL, U.L. LISTED, PRE-DRILLED, REMOVABLE BACKBOARD. REMOVABLE FRONT PANEL, NOT SHOWN. 4. FINISHED GRADE. 5. 3" PVC CONDUIT WITH SWEEP ELL FOR DIRECT BURIAL CONTROL WIRES TO CONTROL VALVES 6. 1" PVC CONDUIT WITH SWEEP ELL FOR MASTER VALVE. 7. 1" PVC CONDUIT WITH SWEEP ELL FOR FLOW METER. 8. 1" PVC CONDUIT SWEEP FOR 120 VAC POWER FROM METERED SOURCE. 9. 1" PVC CONDUIT WITH SWEEP ELL FOR GROUND ROD CABLE. 10. (1) ¾" X 8' COPPER GROUND ROD MINIMUM W/#10 GROUND WIRE AND CLAMP. INSTALL INSIDE A 10" ROUND VALVE BOX-GROUND ROD TO BE LOCATED WITHIN 15' OF CONTROLLER. CONTRACTOR SHALL INSTALL ACTUAL GROUNDING EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. 11. POURED CONCRETE BASE -6" MINIMUM THICKNESS -EXTEND 6" BEYOND OUTSIDE DIMENSIONS OF ENCLOSURE WITH ½% SLOPE FOR DRAINAGE -SLOPE EDGES TO DRAIN AWAY FROM CONTROLLER. 12. WATER PROOF EPOXY SEALANT AT CONTROLLER BASE. 13. POWER SWITCH AND RECEPTACLE. 14. "ET'/ RAIN SENSOR LOCATED WITHIN STAINLESS STEEL ENCLOSURE -SEE LEGEND FOR TYPE. 15. CONTROLLER -SEE LEGEND FOR TYPE. 16. WARNING SIGN: "RECYCLED WATER DO NOT DRINK" IN ENGLISH AND SPANISH, LOCATED ON OUTSIDE OF ENCLOSURE. CONTROLLER ASSEMBLY NOTTO SCALE LEGEND: 1. FINISHED GRADE. 2. (PURPLE) "RECYCLED WATER" PLASTIC RECTANGULAR SUPER JUMBO VALVE BOX 30"L x 18"W X 17"H, WITH LOCKING PURPLE COVER, USE STAINLESS BOLT, NUT, AND WASHER. HEAT BRAND "Fl" ONTO LID MARKED FOR "RECYCLED WATER". 3. PROPORTIONING CAP WITH FEED ADJUSTMENT KNOB. 4. EZ-FLO SHUT OFF VALVES. 5. EZ-FLO FERTILIZING SYSTEM, SEE LEGEND FOR SIZE. 6. (FERTILIZER OUT) CONNECT CLEAR TUBE TO GREEN CONNECTIONS ON PROPORTIONING CAP AND COUPLING. 7. (WATER IN) CONNECT BLACK TUBE TO BLUE CONNECTIONS ON PROPORTIONING CAP AND COUPLING. 8. 1/4" TUBING CLAMP -BOTH THE GREEN AND BLUE COUPLING TUBING CONNECTIONS. 9. APPROVED BACKFILL. 10. PVC MAIN LINE TO VALVE MANIFOLD. 11. EZ COUPLING CONNECTOR -INSTALL ACCORDING TO WATER FLOW DIRECTION ARROW, SIZE PER MAINLINE. 12. 1/2" ROUND WASHED PEA GRAVEL (MINIMUM 4" DEPTH). 13. LANDSCAPE FABRIC. 14. INLINE THREADED BRASS CHECK VALVE, SIZE PER MAINLINE. 15. PVC MAIN LINE FROM P.O.C EQUIPMENT. 16. NOMINAL SIZE SOLID BRICK (4 REQUIRED -ONE AT EACH CORNER OF VALVE BOX). 17. (PURPLE) "RECYCLED WATER" PLASTIC LABEL ATTACHED WITH NYLON TIE. LABEL TO READ "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH. NOTE: ITEMS 3, 4, 5, 6, 7 AND 8 ARE INCLUDED WITH THE EZ-FLO SYSTEM. ITEM 11 IS PURCHASED SEPARATELY, SIZE ITEM 11PER MAINLINE. H FERTILIZING SYSTEM NOTTO SCALE ITEM · NO 1 2 J 4 5 FROM PRESSURE REGULATOR FROM PRESSURE REGULATOR 11 10 METER NOTE: STRAINER 9 PLAN VIEW 8 9 3"MIN. SECTION VIEW PRESSURE REGULATOR MASTER VN.VE 6 TO MASTER VALVE TO MASTER VN.VE FLOW SENSOR 1. INSTALL ONE TEST STATION LOCATED DIRECTLY DOWNSTREAM OF IRRIGATION PRESSURE REGULATING VN.VE. HEAT BRAND "TS" ON PURPLE COLORED PLASTIC TEST STATION LIDS. SIZE ANO DESCRIPTION ITEM SIZE AND DESCRIPTION NO J/4" SCH 80 PVC 90 ELL 6 VALVE BOX WITH PURPLE COLORED LID J/4" SCH 80 PVC CLOSE NIPPLE 7 LINE SIZED BRASS BALL VN.VE 3/4" BRASS LOCKABLE BALL VALVE B LINE SIZE BY 3/ 4" SCH 80 TEE WITH 1/4' FEMALE THREAD FlP X METER SWIVEL 9 PURPLE PVC CL 315 SCH 40 Mt.NLINE 3/4" X 1/4" BRASS THREADED 10 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL BUSHING WITH 1/4" CAPPED OUTLET 11 BRICK OR CONCRETE SUPPORTS (END TO END UNDER 3 4" SCH 80 PVC CLOSE NIPPLE PERIMETER OF VALVE BOX BOTTOM) ® RECYCLED WATER IRRIGATION CROSS CONNECTION TEST STATION NOTTO SCALE 12" MINIMUM OR AS SITE REQUIRES '1J'll11illl -, I I 111 I 11 I NOTES: • --------11 111111111~lf © Ill~' 7 =11 SECTION VIEW LEGEND· 1. SHRUB ADAPTER SPRAY HEAD WITH CHECK VALVE AND FACTORY INSTALLED (PURPLE) "RECYCLED WATER" RUBBER COVER -SEE LEGEND FOR SPECIFICATIONS. 2. RE-BAR STAKE -#4 X 30" LENGTH. 3. SPRING-TYPE ANTI-DRAIN VALVE. INSTALLED ON HEADS WITH 10' OR GREATER ELEVATION CHANGE. ABSOLUTELY NO LOW HEAD DRAINAGE ALLOWED. 4. VANDAL-PROOF STAINLESS STEEL CLAMP -USE IN 3 PLACES. 5. FINISHED GRADE. 6. UNDISTURBED SOIL. 7. SCH 80 PVC NIPPLE (2 REQUIRED), LENGTHS AS REQUIRED. 8. PRE-ASSEMBLED TRIPLE SWING JOINT. HUNTER SJ SERIES (OR APPROVED EQUAL). SIZE AS PER SPRINKLER OUTLET. 9. SCH 40 PVC SxSxT TEE FITTING - LATERAL SIZE x SPRINKLER INLET SIZE. 10. (PURPLE) "RECYCLED WATER"LATERAL LINE -SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED. 11. (PURPLE) "RECYCLED WATER" WARNING LABEL, CHRISTY'S RISER MARKER MODEL #1500. OR APPROVED EQUAL. A INSTALL S0PRINKLER HEADS 12" FROM FENCES, WALLS, OR BUILDINGS. I B. DO NOT INSTALL SPRINKLER HEAD WITHIN 36" OF PAVING, CURBS, OR TURF EDGES. C. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAY TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS, OR BUILDINGS. I • B B SECTION VIEW NOTES: LEGEND: 1. R/P DEVICE -SEE LEGEND FOR SIZE AND TYPE. 2. BACKFLOW ENCLOSURE MOUNTED ON CONCRETE PAD, SECURED WITH PADLOCK. 3. BRASS UNION. 4. BRASS ELL (TYP). 5. SCH 80 PVC NIPPLE -6" MINIMUM. 6. PVC MAINLINE TO MASTER VALVE. 7. SCH 80 FEMALE ADAPTER. 8. SCH. "K" HARD COPPER MAINLINE FROM METER. 9. 12"x12"x12" CONCRETE THRUST BLOCKS-TWO REQUIRED. 10. CONCRETE SLAB -SEE NOTE BELOW. 11. ANCHOR ROD (TYPICAL). 12. BRASS FULL-PORT BALL VALVE, LINE SIZE. 13. BRASS RISER-LENGTH AS REQUIRED, (5) REQUIRED. 14. PRESSURE REGULATOR-IF SPECIFIED SEE LEGEND FOR TYPE. 15. BRASS BALL VAL VE. A. CONCRETE SLAB SHALL BE MINIMUM 6" THICK, 18" WIDE, AND EXTEND MINIMUM 8" PAST THE BACKFLOW ASS EMBLY PIPING. B. IF BACKFLOW ENCLOSURE IS SPECIFIED IN THE LEGEND, THE CONCRETE SLAB SHALL BE THE SIZE REQUIRED BY THE MANUFACTURER. C. BACKFLOW PREVENTION DEVICE ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE TO GOVERNING CODES AND ORDINANCE. D. WRAP SUBSURFACE BRASS PIPING WITH 10 MILL UPC PIPE WRAP. E. PROVIDE 6" CLEARANCE ALL AROUND ENCLOSURE. SLOPE TO DRAIN AWAY AND FINISH WITH 1/4" ROUND OVER. , F. INSTALL ACCORDING TO MANUFACTURER'S INSTRUCT:IONS. PROVIDE ADEQUATE CLEARANCE FOR MAINTENANCE. 1 @ BACKFLOW DEVICE NOTTO SCALE LEGEND: 1. "PURPLE" BASKET STRAINER, REFER TO LEGEND FOR TYPE. 2. LOCKABLE ENCLOSURE, REFER TO LEGEND FOR TYPE. PROVIDE PADLOCK WITH TWO SETS OF KEYS. 3. FLANGE, (SIZE VARIES) 4. BRASS NIPPLES (LENGTH VARIES, 3 REQUIRED, LINE SIZE) 5. BRASS/ BRONZE BALL VALVE. 6. FINISH GRADE. 7. BRASS/ COPPER MAINLINE FROM WATER SOURCE. 8. BRASS ELBOWS (TxT, 2 REQUIRED, LINE SIZE) 9. BRASS/ COPPER MAINLINE TO MASTER VALVE AND FLOW SENSOR. 10. 6" THICK CONCRETE PAD. 11. PLASTIC LABEL ATTACHED WITH NYLON TIE. LABEL TO READ "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH. 12. 1/2" MPT DRAIN VALVE. 13. PURPLE RECYCLED WATER WARNING LABEL, CHRISTY'S RISER MARKER MODEL #1500. SECTION VIEW NOTES: LEGEND: 1. POP-UP SPRAY HEAD WITH (PURPLE) "RECYCLED WATER" CAP -SEE LEGEND FOR TYPE. 2. FINISH GRADE. INSTALL HEAD ½" ABOVE GRADE IN TURF AREAS AND 1" ABOVE GRADE IN SHRUB AREAS. 3. APPROVED BACKFILL. 4. MANUFACTURED SWING JOINT - HUNTER MODEL #SJ-512 OR RAIN BIRD MODEL #SA-125050 1/2" SWING JOINT ASS EMBLY. 5. SCH 80 PVC TEE-SxSxT OR ELL-SxT. 6. (PURPLE) PVC LATERAL LINE PIPE, WITH WORDS "RECYCLED WATER-DO NOT DRINK" -SEE LEGEND FOR TYPE, SEE PLANS FOR SIZE. A. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. B. INSTALL SPRINKLER HEADS 24" FROM ANY NON-PERMEABLE SURFACE. C. INSTALL SPRINKLER HEADS MINIMUM 12" FROM ALL BUILDINGS AND WALLS. D. INSTALL SPRINKLER HEADS PLUMB. ' E. ADJUST SPRAY OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. F. USE TEFLON TAPE ON THREADED FITTINGS, TYPICAL. (NO LIQUID TEFLON) G. DO NOT SCALE DRAWINGS. H. DO NOT USE SIDE INLET. @ POP-UP SPRINKLER NOTTO SCALE SET AT EDGE OF SET AT EDGE OF ROOTBALL ROOTBALL 9 I--~ SECTION VIEW NOTE: LEGEND: 1. TREE TRUNK. 2. TREE ROOTBALL. 3. IRRIGATION POP-UP HEAD WITH BUBBLER NOZZLE -SEE LEGEND FOR TYPE. 4. FINISHED GRADE. 5. 2" LAYER OF MULCH, PER PLANTING PLANS. 6. IRRIGATION POP-UP HEAD -SEE LEGEND FOR TYPE. 7. SCH 80 PVC THREADED RISER - LENGTH AS REQUIRED. 8. PVC LATERAL, PER PLAN. 9. PRE-ASSEMBLED TRIPLE SWING JOINT: HUNTER SJ SERIES (OR APPROVED EQUAL). LAY LENGTH TO BE 6" MINIMUM, SIZE AS PER SPRINKLER OUTLET. 10. SET ROOTBALL ON UNDISTURBED NATIVE SOIL. 11. PVC SCH 40 TEE -SST OR ELL -ST ON PVC LATERAL. 12. TREE PIT, PER PLANTING DETAILS. A (2) BUBBLERS REQUIRED FOR 24" BOX TREES AND SMALLER. (3) BUBBLERS REQUIRED FOR 36" BOX TREES. (4) BUBBLERS REQUIRED FOR PALMS AND 48" BOX AND LARGER TREES. B. PERCOLATION TEST TO BE DONE FOR DEEP WATERING, AND RESULTS RETURNED TO LANDSCAPE ARCHITECT. C. PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE. ADJUST PER ROOTBALL SIZE, TYPICAL. D. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ROTOR HEAD ON RISER NOTTO SCALE @ BASKET STRAINER NOTTO SCALE ® POP-UP TREE BUBBLER NOTTO SCALE "AS-BUil T" SmithConsultingArchitects 8841 REIEARCH DR SUITE 200 liVIME • CA 92618 949.387.1323 RIDGElA.COM DATE RLA#---EXP ____ _ REVIEWED BY: INSPECTOR DATE fsHm7 CITY OF CARLSBAD ~ 1----+------+-----------------+------t---t----+------1 ~ PLANNING DIV1SION ~ ~L=A=N=Ds==c=A"P==E==IM=P==R==o=v:::E=M:::E=N==T=P==L=A=N:::S=F==o==R========---======: CARLSBAD OAKS LOT 5 LOT 5, CARIBOU COURT IRRIGATION DETAILS l---+-----+------------+---+-----1----t------J , _AP-PR_o_vE_D:-'-~-· ___._\ _4=-=c:ll:n_,,_d\:"1-- PLANNING DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTI-IER APPROVAL CITY APPROVAL DRWN BY· PROJECT NO. DRAWING NO. CHKD BY: RS SOP 16-15 498-6L ~"""""'~~~iiiiii!.ii~;....,iiiiiiiiii~'--G) 2 ....................... 7 J------71H-t-H-l-t--t--r'~ ... ·+A-·:-8 f > II Ii' 11111~1111----1. 3 I:: :1 I I:: :1 ···••·< ~•,...c•• •:c-":•-'-'-'-••····•f'-···•+1i"--'';4 ..... ~II 1*i' lj!Jall I lfRi' llil----{ 4 I ill I I 11 If' 11 11 f' 11 1111f'11111= .~· _ -11 11-_111-w--_ -_ -_ -_1-w-w- SECTION VIEW DIMENSION A B LESS THAN 3" IN DIAMETER 12" 18'' 3" -5-1/2" IN DIAMETER 12" 24" 6'' OR GREATER IN DIAMETER 12" 36" LEGEND: 1. FINISHED GRADE. 2 CLEAN COMPACTED BACKFILL. 3. UNDISTURBED SOIL. 4. LATERAL LINE PVC PIPE -SEE LEGEND FOR TYPE, SEE PLANS FOR SIZE. 5. MAINLINE PVC PIPE -SEE LEGEND FOR TYPE, SEE PLANS FOR SIZE. 6. CONTROL WIRES. TAPE AND BUNDLE TO MAINLINE@ 10' O.C. 7. TWO 3" WIDE, (PURPLE) "RECYCLED WATER", DETECTIBLE METALLIC MARKING TAPES CONTINUOUS ALONG MAINLINE ROUTING. ONE SHALL BE LOCATED IMMEDIATELY ON TOP OF MAINLINE AND ONE 12" ABOVE THE TOP OF MAINLINE. NOTES: A. LINES MUST HAVE MINIMUM CLEARANCE OF 4" FROM EACH OTHER AND 24" FROM OTHER TRADES. B. RUN WIRING UNDER MAINLINE. TAPE AND BUNDLE@ 10' O.C. C. TIE A 24" WIRE LOOP IN ALL WIRING AT CHANGES IN DIRECTION. D. CONTRACTOR MUST ADJUST MAINLINE AROUND ALL STREET LIGHT LOCATIONS. E. FOR RECYCLED WATER USE, INSTALL (PURPLE) "RECYCLED WATER" PVC PIPE WITH WORDS "RECYCLED WATER-DO NOT DRINK" 18" NOTES: 12" ~i-~-----------4 ' "' - ' "' - PLAN VIEW LEGEND: 1. IRRIGATION MAINLINE. 2. SCH 80 PVC TEE, SxSxT MAINLINE X MANIFOLD SIZE. 3. SCH 80 PVC UNION. 4. MINIMUM 12" SEPARATION BETWEEN ALL VALVE BOXES. 5. REMOTE CONTROL VALVE PLACED WITHIN PLASTIC RECTANGULAR VALVE BOX, TYPICAL. 6. IRRIGATION SUB-MAINLINE. SIZE PER LARGEST LATERAL LINE IN MANIFOLD. 7. LATERAL LINE TO SPRINKLERS. 8. QUICK COUPLER SWING JOINT 9. QUICK COUPLER VALVE PLACED WITHIN A PLASTIC 10" ROUND VALVE BOX. 10. HARDSCAPE EDGE. INSTALL MAINLINE 18" OFF OF HARDSCAPE EDGE. A. CENTER VALVE BOX OVER VALVE TO FACILITATE SERVICING OF VALVE. B. SET VALVE BOX AND VALVE ASSEMBLY IN GROUNDCOVER / SHRUB AREAS WHERE POSSIBLE. INSTALL IN TURF AREAS ONLY WHEN THERE IS NO ADJACENT GROUNDCOVER. C. SET VALVE BOXES 1-1/2" MAXIMUM ABOVE GRADE IN MULCH OR GROUNDCOVER / SHRUB AREAS, SET ½" ABOVE FINISH GRADE IN TURF AREAS. D. SET VALVE BOXES PARALLEL TO ONE ANOTHER AND PERPENDICULAR TO EDGE. E. AVOID HEAVY COMPACTION OF SOIL AROUND VALVE BOXES TO PREVENT THEIR DEFORMATION/ COLLAPSE. F. HEAT-BRAND APPROPRIATE CONTROLLER LETTER AND STATION NUMBER ONTO VALVE BOX LID. SECTION VIEW INSTALL XCZ-PRB-100-COM, 1" VALVE ASSEMBLY FOR DEMANDS (1 -14) GPM. INSTALL XCZ-PRB-150-COM, 1-1/2" VALVE ASSEMBLY FOR DEMANDS (15 -35) GPM. LEGEND: 1. CONTROL WIRE CONNECTIONS, PRE-FILLED WITH WATER PROOF INSULATING GEL SEALANT- PROVIDE 24" COIL OF WIRE AT VALVE. 2. REMOTE CONTROL VALVE WITH (PURPLE) HANDLE -SEE LEGEND FOR TYPE. 3. BASKET FILTER. 4. PVC SCH 40 MALE ADAPTER. (2 REQ. FOR 1" VALVE) (4 REQ. FOR 1-1/2" VALVE) 5. PVC SCH 80 UNION.(1 REQ. FOR 1" VALVE) (2 REQ. FOR 1-1/2" VALVE) 6. PVC SCH 80 NIPPLE -LENGTH AS REQUIRED, TYPICAL. 7. (PURPLE) "RECYCLED WATER" PLASTIC RECTANGULAR VALVE BOX WITH LOCKING COVER, USE STAINLESS BOLT, NUT, AND WASHER. HEAT BRAND "RCV" & CONTROLLER STATION NUMBER ONTO LID. 8. FINISHED GRADE -SET TOP OF VALVE BOX½" ABOVE GRADE IN TURF AREAS AND 2" ABOVE GRADE IN SHRUB/ GROUND COVER AREAS. 9. (PURPLE) "RECYCLED WATER" PVC LATERAL LINE TO DRIP SYSTEM. 10. NOMINAL SIZE SOLID BRICK -4 REQUIRED, ONE AT EACH CORNER OF VALVE BOX. 11. 1/2" ROUND WASHED PEA GRAVEL -MINIMUM 4" DEPTH. 12. LANDSCAPE FABRIC. 13. PVC SCH 80 NIPPLE (2" LENGTH, HIDDEN) AND PVC SCH 40 ELL. 14. (PURPLE) "RECYCLED WATER" PVC MAINLINE -DEPTH PER SPECIFICATIONS. 15. PVC SCH 80 NIPPLE. (LENGTHS REQUIRED) 16. PVC SCH 80 ELL. 17. CHRISTY'S RECYCLED WATER WARNING TAG AND VALVE STATION# I.D. TAG ATTACHED TO NO'l'l?sVE BONNET BOLT A. USE SCH 80 PVC FITTINGS ON UPSTREAM PRESSURE SIDE OF VALVE. B. USE SCH 40 PVC FITTINGS ON NON-PRESSURE SIDE OF VALVE. C. SET TOP OF VALVE BOX½" ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2" ABOVE FINISHED GRADE IN GROUNDCOVER AND SHRUB AREAS. D. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. E. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PRO.PER VALVE INSTALLATION ABOVE LATERAL LINE DEPTH. -----l1 ,----12 1'''m~ITE 'I -'1~1~11r'1111 1-:i·:, 1::':.x. 11r--:;..=-!:::ll1=1i'jlllt==~0~t~~~~e>r-fr----->----"'-·~~r---.. 2"M!N. SECTION VIEW LEGEND: 1. (PURPLE) "RECYCLED WATER" PLASTIC RECTANGULAR VALVE BOX WITH LOCKING COVER, USE STAINLESS BOLT, NUT, AND WASHER. HEAT BRAND "BV" ONTO LID MARKED FOR "RECYCLED WATER". 2. FINISHED GRADE. 3. SCH 80 PVC NIPPLE -LENGTH AS REQUIRED. 4. SCH 80 PVC UNION. 5. SCH 80 PVC FEMALE ADAPTER (2 REQUIRED). 6. PVC MAINLINE (PURPLE) WITH WORDS "RECYCLED WATER-DO NOT DRINK" -DEPTH PER SPECS. NOTES: 7. 1/2" ROUND WASHED PEA GRAVEL - MINIMUM 4" DEPTH. 8. NOMINAL SIZE SOLID BRICK (4 REQUIRED - ONE AT EACH CORNER OF VALVE BOX). 9. LANDSCAPE FABRIC. 10. PVC BALL VALVE -SEE LEGEND FOR SPECIFICATION. 11. PLASTIC LABEL ATTACHED WITH NYLON TIE. LABEL TO READ "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH. A. SCH 80, 45 DEGREE ELBOW FITTINGS, SHALL BE USED TO RAISE MAINLINE WITHIN 12" OF FINISHED GRADE. (FOUR REQUIRED) B. SET TOP OF VALVE BOX½" ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2" ABOVE FINISHED GRADE IN GROUNDCOVER AND SHRUB AREAS. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. D. VALVE BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE. E. INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE -INSTALL VALVE CENTERED IN BOX. F. BOLTDOWN VALVE BOX COVER WITH STAINLESS STEEL BOLT AND WASHER. G. ALL MAINLINE AND VALVE FITTINGS SHALL BE SCHEDULE 80 FITTINGS. PIPE INSTALLATION NOTTO SCALE @ MANIFOLD ASSEMBLIES NOTTOSCALE ® DRIP REMOTE CONTROL VALVE NOTTOSCALE BALL VALVE NOTTO SCALE 12 11 ~llii'iil I¼---\ 5 11i'11~1 ~~~~~~! II 6 1--~~iµ:==m-=qr=III=Ill~l:::::I[E::'::':l SECTION VIEW LEGEND: 1. ROAD PAVING. 2. UNDISTURBED SOIL. 3. SAND BACKFILL. 4. SLEEVES UNDER ROADS: 6" OR LESS IN DIAMETER -36" COVER SCHEDULE 80 PVC. 5. SLEEVES UNDER ROADS: GREATER THAN 6" IN DIAMETER -48" COVER SCHEDULE 80 PVC. 6. PVC SCH. 40 WIRE SLEEVE. 7. SLEEVES UNDER PAVING (NON-ROADS): 6" OR GREATER IN DIAMETER -36" COVER SCHEDULE 40 PVC NOTES: 8. SLEEVES UNDER PAVING (NON-ROADS): 3" -5-1/2" IN DIAMETER -24" COVER SCHEDULE 40 PVC 9. SLEEVES UNDER PAVING (NON-ROADS): LESS THAN 3" IN DIAMETER -18" COVER SCHEDULE 40 PVC 10. 12" CLEAN COMPACTED BACKFILL. 11. HARDSCAPE I PAVING (NON-ROAD). 12. (2) TWO 3" MINIMUM WIDTH, "PURPLE" RECYCLED WATER, DETECTIBLE METALLIC MARKING TAPES CONTINUOUS ALONG MAINLINE ROUTING. ONE SHALL BE LOCATED IMMEDIATELY ON TOP OF MAINLINE ATTACHED EVERY 5' AND ONE TAPE LOCATED 12" ABOVE MAINLINE. A. SLEEVES SHALL BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. C. SLEEVE LOCATIONS SHALL BE MARKED AT EACH END AT THE TIME OF INSTALLATION WITH A PAINTED SPOT ON THE BACK FACE OF THE CURB OR OTHER SIMILAR MARKING. D. EXACT SLEEVE LOCATIONS SHALL BE MARKED ON RECORD DRAWINGS WITH DIMENSIONING FOR IRRIGATION AS-BUILT PLANS PRIOR TO BACKFILL. E. FOR RECYCLED WATER USE, INSTALL (PURPLE) "RECYCLED WATER" PVC PIPE WITH WORDS "RECYCLED WATER-DO NOT DRINK" SLEEVE INSTALLATION NOT TO SCALE 15 2" MIi'/. 4" MAX. SECTION VIEW LEGEND: 1. REMOVABLE QUICK COUPLER KEY ASSEMBLY CONNECTION. KEY MUST CLEAR VALVE BOX, AS SHOWN. 2. (PURPLE) "RECYCLED WATER" PLASTIC 10" ROUND VALVE BOX WITH LOCKING COVER , USE STAINLESS BOLT, NUT, AND WASHER. HEAT BRAND "QCV" ONTO LID MARKED FOR "RECYCLED WATER". 3. FINISHED GRADE. 4. PLASTIC LABEL ATTACHED WITH NYLON TIE. LABEL TO READ "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH. 5. STAINLESS STEEL CLAMP -2 REQUIRED. 6. 1/2" ROUND WASHED PEA GRAVEL -MINIMUM 4" DEPTH. NOTES: ,,------------, 1 ,--------1 2 6 a ----------{ 7 7. LANDSCAPE FABRIC. 8. #4 REBAR -36" MINIMUM LENGTH. 9. PVC MAINLINE -SEE LEGEND FOR TYPE. 10. PVC SCH 80 TEE OR ELL. 11. PVC NIPPLE, 6" MINIMUM LENGTH 12. NOMINAL SIZE SOLID BRICK SUPPORTS (3 MINIMUM REQUIRED -SPACED EQUALLY). 13. PVC ELL -2 REQUIRED. 14. PVC NIPPLE, LENGTH AS REQUIRED. 15. QUICK COUPLING VALVE WITH (PURPLE) RECYCLED WATER LOCKING CAP -SEE LEGEND FOR TYPE. A. USE SCH. 80 PVC 45 DEGREE ELLS TO TRANSITION TO MAINLINE DEPTH. B. SET TOP OF VALVE BOX 1-1/2" ABOVE FINISHED GRADE IN MULCH OR GROUNDCOVER I SHRUB AREAS, SET ½" ABOVE FINISHED GRADE IN TURF AREAS. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. D. QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. • "' -,. ( r-1 11 Ir' 111 I l~r Ill~!=- 8 <: ~ ,.. SECTION VIEW I----\ 6 LEGEND: 1. PVC LATERAL LINE PIPE (PURPLE) "RECYCLED WATER" WITH WORDS "RECYCLED WATER-DO NOT DRINK". SEE LEGEND FOR TYPE-DEPTH PER SPECIFICATIONS. 2. PVC SCH 40, 45 DEGREE ELL -TYP. (2X). 3. 1/2" ROUND WASHED PEA GRAVEL -MINIMUM 4" DEPTH. 4. NOMINAL SIZE SOLID BRICK (4 REQUIRED -ONE AT EACH CORNER OF VALVE BOX). 5. LANDSCAPE FABRIC. 6. PVC MAINLINE (PURPLE) "RECYCLED WATER" WITH WORDS "RECYCLED WATER-DO NOT DRINK". SEE LEGEND FOR TYPE, DEPTH PER SPECIFICATIONS. 7. PVC SCH 80 TEE OR ELL ON MAINLINE OR MANIFOLD. 8. SEE SPECIFICATIONS AND TRENCHING DETAIL FOR MAINLINE DEPTH. 9. SCH 80 PVC NIPPLE -LENGTH AS REQUIRED (3 REQUIRED). 10. SCH 80 PVC THREADED ELL. 11. FINISHED GRADE. SET TOP OF VALVE BOX½" ABOVE FINISHED GRADE IN TURF AREAS, AND 1-1/2" IN SHRUB/ GROUND COVER AREAS. 12. (PURPLE) "RECYCLED WATER" PLASTIC LABEL TO READ "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH AND VALVE# I.D. TAG ATTACHED WITH NYLON TIES. 13. PLASTIC RECTANGULAR VALVE BOX WITH LOCKING (PURPLE) "RECYCLED WATER" COVER, USE STAINLESS BOLT, NUT, & WASHER. HEAT BRAND "RCV" & CONTROLLER STATION NUMBER ONTO LID. 14. CONTROL WIRE CONNECTIONS, PRE-FILLED WITH WATER PROOF INSULATING GEL SEALANT SEE LEGEND FOR TYPE. PROVIDE MINIMUM 24" WIRE EXPANSION COILS AT VALVE. 15. SCH 80 PVC FEMALE ADAPTER. 16. PVC SCH 80 UNION (VALVE SIZE) WITH REDUCING BUSH IF REQUIRED. 17. REMOTE CONTROL VALVE. SEE LEGEND FOR TYPE. 18. SCH 80 PVC RISER -LENGTH AS REQUIRED. 19. PRESSURE REGULATOR, IF SPECIFIED. NOTES: A USE SCH 80 PVC FITTINGS ON UPSTREAM PRESSURE SIDE OF VALVE. B. USE SCH 40 PVC FITTINGS ON NON-PRESSURE SIDE OF VALVE. C. SET TOP OF VALVE BOX½" ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2" ABOVE FINISHED GRADE IN GROUNDCOVER AND SHRUB AREAS. r------------------------, D. SET VALVE BOX AND Vf':,LVE ASSEMBLY IN GROUNDCOVER / SHRUB AREAS WHERE POSSIBLE. INSTALL IN TURF ONLY IF THERE IS NO ADJACENT GROUNDCOVER. E. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. F. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE LATERAL LINE DEPTH. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CD QUICK COUPLER VALVE NOTTO SCALE Q) REMOTE CONTROL VALVE NOTTO SCALE "AS-BUil T" Sm ithConsulting Architects 8S41 RESEARCH DR SUITE 200 IRVINE· CA 92618 949.387.1323 RIDGELA.COM RLA#---EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE fsHml CITY OF CARLSBAD ~ 1-----1---t-----------------+-----+-----+---t-------1 ~ PLANNING DIVISION ~ ~L=A=N:::o==s=c=-A;;:PE:==1 M==PR==o==v=E=M=E=N:::T==P L=A==N==S;::::::F==o==R=, ===:::'....':=== DA TE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION O!liER APPROVAL CITY APPROVAL CARLSBAD OAKS LOT 5 LOT 5, CARIBOU COURT IRRIGATION DETAILS APPROVED: (~\ ~E:I\~ z,.gt,,,\J PLANNING DATE DRWN BY· PROJECT NO. DRAWING NO. CHKD BY: RS SOP 16-15 498-6L ·-------------------------- li"~~i==''[24~~=:l;9~='3:r~=r;,;~tr;:l=i~'\l I I I I LEGEND: 1. PVC PIPE LATERAL LINE FROM DRIP ZONE VALVE KIT. 2. PVC PIPE SUPPLY MANIFOLD -SEE PLAN FOR SIZE. 3. SCH 40 PVC TEE SxSxT OR ELL, LINE SIZE BY½" I I 4. DRIPLINE FITTING MALE ADAPTER TRANSITION TO DRIP TUBING. IN-LINE DRIP TUBING WITH EMITTERS 12 INCH ON CENTER, MAXIMUM ROW SPACING 14"-16" I I 4"-6"-#J.- INSET Al I I c·a.TTER ,PJf,.,'IGULA.1 SP,IGING I 5. I I ON CENTER FOR SHRUB AREAS AND 10"-12" FOR TURF -SEE LEGEND FOR TYPE. EMITTERS TO BE TRIANGULAR SPACING. INSTALL WITH 9" GALVANIZED STEEL WIRE STAKES FIVE (5) FEET ON CENTER. 6. PVC PIPE FLUSH EXHAUST MANIFOLD. 7. COMBINATION FLUSH VALVE/ DRIP INDICATOR POP-UP HEAD, PLUMBED TO EXHAUST HEADER PVC PIPE AT LOW/ END OF DRIP ZONE, TYP. INSTALL "ORANGE" COLOR FOR DOMESTIC WATER AND "PURPLE" FOR RECYCLED I WATER -SEE LEGEND FOR TYPE. I 8. CONNECTION FROM SUPPLY I I MANIFOLD TO DRIPLINE (TYPICAL)- SEE INSET "A" I I ~,'.:E=;;c!:':Q====i:'.,!F:==s~~=i:'::;~==1;~===~~;g'. 9 PLANTER AREA PERIMETER ✓--------------_Lj 10. PERIMETERDRIPLINEPIPETOBE INSET A INSTALLED 4"-6" FROM PERIMETER OF PLANTER AREA, AND MINIMUM 12" CLEARANCE FROM BUILDING. 11. BARB X FEMALE FITTING (TYPICAL) , SEE LEGEND FOR TYPE. INSTALL STAINLESS STEEL CLAMPS ON FITTINGS FOR ANY SYSTEM THAT EXCEEDS 50 PSI. 12. ¾" PVC THREADED NIPPLE, LENGTH AS REQUIRED. 13. AIR/VACUUM RELIEF VALVE (PLUMBED AT EACH HIGH POINT OF EACH LATERAL LEG CENTERED ON MOUND OR BERM) (TYP) 6" 16" 16" 16" t-T MAXIMUM-,:,--MAXIMUM -t-MAXIMUM{ I I I I I LEGEND: SECTION VIEW 1. BARK MULCH FOR SHRUB AREA PLANTING, SEE PLANTING PLAN FOR DEPTH AND TYPE. 2. FINISHED GRADE. 3. AMENDED SOIL. BRING SOIL LEVEL MINIMUM 3" BELOW FINISHED GRADE PRIOR TO DRIP TUBING INSTALLATION. 4. IN-LINE DRIP TUBING -SEE LEGEND FOR TYPE, EMITTER AND ROW SPACING. 5. AMENDED SOIL AS PER LANDSCAPE DRAWINGS . 6. 9" WIRE STAKES FIVE (5) FEET ON CENTER. 7. HARDSCAPE /CURB/ PAVING . NOTES A TO INSURE EVEN PARALLEL AND LEVEL TUBING ROWS IT IS RECOMMENDED THAT THE SOIL LEVEL IN THE PU\NTER AREAS BE BROUGHT TO MINIMUM 3"-4" BELOW FINISHED GRADE AND PROPERLY COMPACTED AS PER THE LANDSCAPED DRAWINGS PRIOR TO THE INSTALLATION OF THE TUBING. B. INSTALL TUBING ROWS A MAXIMUM 16" ROW SPACJNG. SECURE TO GRADE USING 9" GALVANIZED WIRE HOOP STAKES AT MAXIMUM 4 FEET ON CENTER SPACING. C BACKFILL FINAL 2" -3" OF SO!L AFTER INSTALLATION OF TUBING. D. DRJP TUBING SHALL BE INSTALLED WJTH EMITTERS TRIANGULAR SPACED. E. INSTALL PERIMETER TUBING MAXIMUM 6" FROM PERIMETER ELJGE FOR GROUNDCOVERAREAS OR AT FIRST LINE OF SHRUBS. F. INSTALL PARALLEL TO SLOPE AT ALL rJMES. G. CONTRACTOR SHALL DETERMINE MIN!MUM ROW SPACING IN THE FIELD AFTER REVIEW OF PLANT SPACING FOR EACH PLANTER. H. EACH AND EVERY SHRUG SHALL RECEIVE WATER FROM A MINIMUM OF TWO INLINE EMITTERS. I. AREAS OF TIGHTLY SPACED GROUNDCOVER WILL REQUIRE 12" OR CLOSER ROW SPACING. J. FOR ANY 'SINGLE' OR' DOUBLE' ROW TYPE PLANTINGS, INSTALL DRIP TUBING ON BOTH SIDES OF THE SHRUB ROW TO IRRIGATE SHRUBS ON EITHER SIDE K. DUE TO SOIL STRATA DIFFERENCES AND POSSIBLE COMPACTION CONTRACTOR SHALL FIELD VERIFY PRIOR TO STARTING WORK AND BEFORE BACKFILLING THAT THE FINAL LAYOUT AND ROW SPACING INILL PROVIDE ADEQUATE WATER TO ALL PLANTS. SECTION VIEW NOTES: LEGEND: 1. LOW VOLTAGE WIRES -SEE LEGEND FOR SIZE AND TYPE. 2. POLY TUBE PRE-FILLED WITH WATERPROOF GEL -SEE LEGEND FOR TYPE. 3. WIRE CONNECTOR-AS APPROVED. A. WIRES SHALL BE PRE-STRIPPED OF ½" OF THE INSULATION. JOIN WIRES AND TWIST TOGETHER. WIRE SPLICES MUST BE TWISTED WITH WIRE TWISTING TOOL WITH A MAXIMUM OF TWO WIRES PER TWIST, PRIOR TO INSTALLING CONNECTOR. TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY. FOR 2-WIRE DECODER SYSTEMS CORRECT WIRE CONNECTIONS ARE EXTREMELY IMPORTANT. REFER TO MANUFACTURE RECOMMENDATION FOR PROPER WIRE CONNECTIONS. B. ALL WIRE CONNECTIONS SHALL INCLUDE A WIRE NUT CONNECTOR AND A POLY TUBE PRE-FILLED WITH WATERPROOF SEALING GEL. C. DIRECT BURY SPLICE KIT MODEL# SA 101 SHALL BE USED TO ELECTRICALLY CONNECT 2 -#14 AND/OR 1 -#18 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE MODEL# SA102, A LARGER WIRE CONNECTOR. D. ALL WIRE SPLICES SHALL BE PLACED WITHIN PLASTIC VALVE BOX OR WIRE PULL BOX. -----------15 SECTION VIEW -NOT TO SCALE NOTES: LEGEND: FINISH GRADE. 2. 3" WIDE, PURPLE RECYCLED WATER, DETECTIBLE METALLIC MARKING TAPES. 3. "PURPLE" RECYCLED WATER PVC PIPE NON-PRESSURE LATERAL LINE PIPE FROM IRRIGATION HEAD TO IRRIGATION HEAD. WHENEVER THE LINES CROSS THE POTABLE PIPE, NO SLEEVE IS REQUIRED. 4. "PURPLE" RECYCLED WATER PVC PIPE PRESSURE MAINLINE. 5. CONTROL WIRES. TAPE AND BUNDLE TO MAINLINE@ 10' O.C. 6. POTABLE WATER LINE. 7. "PURPLE" RECYCLED WATER PVC PIPE PRESSURE MAINLINE PLACED WITHIN SLEEVE. CONTROL WIRES PLACED WITHIN SLEEVE FOR PAVING AND HARDSCAPE CROSSINGS. A. WHERE POTABLE LINES AND CONSTANT PRESSURE RECYCLED WATER LINES CROSS, THE RECYCLED LINES SHALL BE INSTALLED IN A CLASS 200 PURPLE COLORED PVC SLEEVE. PVC SLEEVE SHALL EXTEND 10 FEET ON EITHER SIDE OF THE POTABLE LINE FOR A TOTAL OF 20 FEET. B. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. C. VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF POTABLE WATER LINE. D. ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED. E. IF POTABLE WATER LINE HAS LESS THAN (36") COVER, RECYCLED WATER LINE MUST CROSS BELOW POTABLE WATER LINE REFER TO THE WATER AGENCIES' STANDARDS DESIGN GUIDE FOR PIPE SEPARATION REQUIREMENTS. NOTTO SCALE -------------,_,,, DRIPLINE LAYOUT {TYP) NOTTO SCALE @ DRIPLINE LAYOUT {TYP) NOTTOSCALE ® WIRE CONNECTION NOTTO SCALE @ RECYCLED/ POTABLE PIPE CROSSING C.l'.TTER TP.ANGUL·l_l SPACING \ \ \ \ \ \ \ \ \ \ J.r--C::::--\ \ \ \ \ ~ I 11==1 l==ll==I II I I I I I I I I I LEGEND: 1. PVC PIPE LATERAL LINE FROM DRIP ZONE VALVE KIT. 2. PVC PIPE SUPPLY HEADER -SEE PLAN FOR SIZE. 3. SCH 40 PVC TEE SxSxT OR ELL, LINE SIZE. 4. DRIPLINE FITTING MALE ADAPTER TRANSITION TO DRIP TUBING. 5. IN-LINE DRIP TUBING WITH TRIANGULAR SPACING EMITTERS 12 INCH ON CENTER, ROW SPACING 14-16 INCHES ON CENTER FOR SHRUB AREAS AND 12 INCHES MAXIMUM FOR TURF AREAS. -SEE LEGEND FOR TYPE. INSTALL WITH 9" GALVANIZED STEEL WIRE STAKES FIVE (5) FEET ON CENTER. 6. PVC PIPE FLUSH EXHAUST MANIFOLD. 7. COMBINATION FLUSH VALVE/ DRIP INDICATOR POP-UP HEAD, PLUMBED TO EXHAUST HEADER PVC PIPE AT LOW/ END OF DRIP ZONE, TYP. INSTALL "ORANGE" COLOR FOR DOMESTIC WATER AND "PURPLE" FOR RECYCLED WATER -SEE LEGEND FOR TYPE. ~~~~=!;:!~~~~t====~~I ~ -------------------8. BARBXBARB INSERT TEE OR ---------------------- <; ''»>';>,.,J / f INSET A CROSS. TYP 9. PLANTER AREA PERIMETER. 10. PERIMETER DRIPLINE PIPE TO BE INSTALLED 4"-6" FROM PERIMETER OF PLANTER AREA, MINIMUM 12" DISTANCE FROM BUILDING. 11. PVC PIPE SCH 40 RISER, LENGTH AS REQUIRED. 12. AIR/VACUUM RELIEF VALVE (PLUMBED AT EACH HIGH POINT OF EACH LATERAL LEG CENTERED ON MOUND OR BERM) (TYP) LEGEND: 1 . PVC PIPE LATERAL LINE FROM DRIP ZONE KIT . r 7l 2. PVC PIPE LATERAL LINE SUPPLY MANIFOLD . 3. PVC PIPE INLET HEADER ~ 4. SCH 40 PVC TEE SxSxT, LINE SIZE BY ½". 5. DRIPLINE FITTING MALE ADAPTER TRANSITION TO DRIP TUBING. ; Ii ! I; 6. IN-LINE DRIP TUBING WITH EMITTERS 12 INCH ON CENTER, MAXIMUM ROW SPACING 12"-14" 7l ON CENTER IN SHRUB AREAS AND 10"-12" IN TURF -SEE LEGEND FOR TYPE. 7. TEE MALE ADAPTER. ~ 8. PVC PIPE FLUSH EXHAUST MANIFOLD. i~@ 9. COMBINATION FLUSH VALVE I DRIP INDICATOR POP-UP HEAD, PLUMBED TO EXHAUST HEADER ' I. PVC PIPE AT LOW I END OF DRIP ZONE, TYP. •• t: INSTALL "ORANGE" COLOR FOR DOMESTIC 1 13 WATER AND "PURPLE" FOR RECYCLED WATER -SEE LEGEND FOR TYPE. 10. PLANTER AREA PERIMETER. [11111[' ,..-.,cuc,R 11. PERIMETER DRIPLINE LATERALS 18" FROM ,,, EDGE. REFER TO PIPE INSTALLATION DETAIL FOR DEPTH, SEE PLAN FOR SIZE. 12. PERIMETER DRIPLINE PIPE TO BE INSTALLED 4 "-6"--,,wr--4"-6" FROM PERIMETER OF PLANTER AREA, MINIMUM 12" DISTANCE FROM BUILDING. ~ 13. INSTALL PVC LATERAL LINE WITHIN SLEEVES BETWEEN ALL PLANTERS -SEE LEGEND FOR TYPE. 14. AIR/VACUUM RELIEF VALVE (PLUMBED AT EACH HIGH POINT OF EACH LATERAL LEG CENTERED ON MOUND OR BERM) (TYP) A. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. B. DRIP EMITTER LAYOUT SHALL BE TRIANGULAR SPACED INSTALLED WITH 9" WIRE STAKES FIVE (5) FEET ON CENTER 3 LEGEND: 1. 112" ROUND WASHED PEA GRAVEL -MINIMUM 4 INCH DEPTH. 2. SOIL SEPARATOR FABRIC. 3. NOMINAL SIZE SOLID BRICK SUPPORTS (3 MINIMUM REQUIRED -SPACED EQUALLY). 4. FINISHED GRADE -SET TOP OF VALVE BOX 1/2" ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2" IN SHRUB/ GROUND COVER AREAS. 5. 10" ROUND PLASTIC VALVE BOX. HEAT BRAND "PB" ONTO LID. 6. EXPANSION LOOP, 36" MINIMUM LENGTH -SEE SHEET FOR QUANTITY OF WIRES. 7. CONTROL WIRES. SPARE WIRES SHALL BE A DIFFERENT COLOR THAN REMOTE CONTROL VALVE WIRES. LABEL WIRES "SPARE" AT BOTH ENDS. 8. WATERPROOF WIRE CONNECTOR TO PROTECT CONDUCTOR ENDS. NOTES: A. SET VALVE BOX AND VALVE ASSEMBLY IN GROUNDCOVER / SHRUB AREAS WHERE POSSIBLE. INSTALL IN TURF ONLY IF THERE IS NO ADJACENT GROUNDCOVER. B. SET VALVE BOXES 1-1/2" MAXIMUM ABOVE GRADE IN MULCH OR GROUNDCOVER / SHRUB AREAS, SET½" ABOVE FINISH GRADE IN TURF AREAS. C. AVOID HEAVY COMPACTION OF SOIL AROUND VALVE BOXES TO PREVENT THEIR DEFORMATION I COLLAPSE. G)i-------- 2 >----~ 24" 4 l--------~-- SECTION VIEW -NOT TO SCALE LEGEND: 1. METER BOX WITH METER. 2. SIDEWALK. 3. CURB. 4. POTABLE SERVICE LINE. 5. RECYCLED WATER IRRIGATION MAINLINE WITH SLEEVE. NOTE: 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 WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. @ POTABLE SERVICE LINE CROSSING APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. @ DRIPLINE LAYOUT {TYP) NOTTOSCALE ® DRIPLINE LAYOUT {TYP) NOTTOSCALE CD SPARE WIRE STUB-OUT NOTTO SCALE "AS-BUILT" Sm ithCo n su !ti 11 g Architects 8841 RESEARCH DR SUITE 200 IRVINE· CA 92618 949.387.1323 RIDGELA.COM DATE RLA#---EXP ____ _ REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD 1---+---1------------------+---+---+----t----+ ~ PLANNING Dl\llSION l-----+---+-------------------+---+---+---1----1 DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: CARLSBAD OAKS LOT 5 LOT 5, CARIBOU COURT IRRIGATION DETAILS I APPROVED: ~-4\I ~~'~ ~ ·t's -~1 PLANNING DATE DRWN BY: PROJECT NO. DRAWING NO. CHKD BY: RS SOP 16-15 498-6L .,,-------FIRE HYDRANT ~-WATER METER ➔ WATER METER LOCATION -~- TEMPORARY POTABLE WATER HIGHLINE CONNECTION NOTES: _,,---APPROVED REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY (SUPPLIED BY CONTRACTOR) PURPLE PVC PIPE TEST STATION MASTER VALVE CONCRETE VALVE BOX ,--FINISH GRADE OF PLANTER AREA RECYCLED ON-SITE IRRIGATION SYSTEM FLOW SENSOR 1. USER MUST SUPPLY ALL FITTINGS, NIPPLES, VALVES AND APPROVED REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY. ALL FITTINGS AND NIPPLES MUST BE BRASS. 2. BACKFLOW ASSEMBLY MUST BE TESTED BEFORE USE BY A CERTIFIED BACKFLOW ASSEMBLY TESTER AND APPROVED. 3. HYDRANT MUST BE FULLY OPENED DURING USE. 4. PROVIDE ADJUSTABLE PIPE SUPPORT AS REQUIRED BY DISTRICT'S REPRESENTATIVE. NOTTO SCALE 1/2" 5" 10" 3/8" DIA , a. (2 PLCS.) ,!ij':: 1" REQUIRED SIGNAGE FOR RECYCLED WATER USE AREAS: ALL USE AREAS ACCESSIBLE TO THE PUBLIC SHALL BE POSTED WITH SIGNS (MINIMUM 2 PER METER) THAT ARE VISIBLE TO THE PUBLIC. , _ _,__ INSTALL WITH VANDAL PROOF 21/2" 1-.....:"~5'~' '.:__) _ _Jc 3/8" STAINLESS STEEL BOLTS ~/2" IRRIGACION CON AGUA RECICLADA NOLA TOM,~---><- G 5/8" R. (4 PLCS) 1" AT A MINIMUM OF TWO LOCATIONS -LENGTH AS REQUIRED. USE 1" DIAMETER WASHER TO PROTECT SIGN ,__--~----1-1/4" GALVANIZED STEEL b N U -CHANNEL, OR BOX POST PAINTED WHITE SECTION VIEW -N.T.S. A. SIGN MAT'L: .063 THKALUM (6063T-4) B. SIGN FACE: WHITE REFLECTIVE SHEETING 3M DIAMOND GRADE OR APPROVED EQUAL (PER CALIF. D.0.T. MAT'LS SPECIFICATIONS) COLORS: -WHITE WILL BE USED FOR LETTERING AND THE PICTOGRAM BACKGROUND. -PURPLE (EQUAL TO SPL 71 PERMANENT VIOLET 498) WILL BE USED FOR THE GENERAL BACKGROUND. -BLACK WILL BE USED FOR THE PICTOGRAM OUTLINE -RED WILL BE USED FOR THE "PROHIBIT" SYMBOL. C. SIGN POST INSTALLATION SHALL BE APPROVED BY THE WATER QUALITY TECHNICIAN. D. LOCATION OF SIGNS SHALL BE APPROVED BY THE CITY ENGINEER. E. VANDAL PROOF HARDWARE SHALL BE USED ON ALL CONNECTIONS FOR THE 0 SECTION VIEW NOTES: LEGEND: 1. POP-UP DRIP INDICATOR HEAD, WITH DRIP FLUSH NOZZLE, - SEE LEGEND FOR TYPE. 2. FINISH GRADE. INSTALL POP-UP DRIP INDICATOR½" ABOVE GRADE IN TURF DRIP AREAS AND 1" ABOVE GRADE IN SHRUB DRIP AREAS. 3. APPROVED AMENDED BACKFILL. 4. 12" POP-UP SPRAY HEAD -SEE LEGEND FOR TYPE. 5. MANUFACTURED SWING JOINT - HUNTER MODEL #SJ-512 OR RAIN BIRD MODEL #SA-125050 112" SWING JOINT ASS EMBLY. 6. SCH 40 PVC PIPE END FLUSH EXHAUST HEADER FROM DRIP SYSTEM, MINIMUM SIZE 1-1/4". 7. DRIP ASSEMBLY CONNECTION. 8. SUB-SURFACE IN-LINE DRIP TUBING -SEE LEGEND FOR TYPE. 9. HARDSCAPE /CURB/ PAVING A. AFTER COMPLETE SYSTEM FLUSH, INSTALL DRIP INDICATOR NOZZLE AND ADJUST TO FULLY CLOSED POSITION. B. FOR POTABLE WATf'R INSTALL "ORANGE" COLORED FLUSH NOZZLE. FOR RECYCLED WATER INSTALL "PURPLE" COLORED FLUSH NOZZLE. C. INSTALL POP-UP INDICATOR HEAD 10" FROM PERIMETER OF PLANTER/ HARDSCAPE. D. DISCHARGE EXHAUST HEADER SHALL BE INSTALLED 12" BELOW FINISHED SOIL GRADE, TYPICAL. E. INSTALL MINIMUM ONE(1) DRIP INDICATOR/ FLUSH ASSEMBLY PER DRIP ZONE. E. USE TEFLON TAPE ON THREADED FITTINGS, TYPICAL. (NO LIQUID TEFLON) NOTTO SCALE LEGEND: WfE'JELEV,\T.ON CRO." FR0\1 TOP OF ./.ONO r(.) ijlJTIG!.t OFZCI-EE.<:CEEO:l i·cr..;::11TE,\~EW or~PUIE lO.'!E 1. PVC DRIP MANIFOLD FROM CONTROL ZONE VALVE KIT (SIZED TO MEET LATERAL FLOW DEMAND) 2. SCH 40 PVC TEE SxSxT OR ELL, LINE SIZE. 3. PVC SUPPLY HEADER. 4. AIR/VACUUM RELIEF VALVE (PLUMBED AT EACH HIGH POINT OF EACH LATERAL LEG CENTERED ON MOUND OR BERM), TYP. 5. IN-LINE DRIP TUBING INSTALLED WITH TRIANGULAR SPACING LAYOUT OF EMITTERS - SEE LEGEND FOR TYPE. 6. COMBINATION FLUSH VALVE/ DRIP INDICATOR POP-UP HEAD, PLUMBED TO EXHAUST HEADER PVC PIPE AT LOW/ END OF DRIP ZONE, TYP. INSTALL "ORANGE" COLOR FOR DOMESTIC WATER AND "PURPLE" FOR RECYCLED WATER -SEE LEGEND FOR TYPE. 7. PVC EXHAUST FLUSH HEADER. Dripline Maximum Lateral Lengths {Feet) 12" Spacing 18" Spacing Inlet Pressuro psi Nominal Flow (gph) Nominal Flow (gph) 0.6 0.9 0.6 0.9 20 192 136 254 215 30 289 205 402 337 40 35U 248 498 416 50 397 281 573 1177 60 436 309 637 s:m NOTES: A. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. DISTANCE BETWEEN LATERAL ROWS FOR BOTTOM 113 OF SLOPE TO BE SPACED GREATER THAN OPTIMAL ROW DISTANCE. SEE RAIN BIRD XFD DRIPLINE INSTALLATION GUIDE FOR SUGGESTED SPACING. B. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE. C. WHEN ELEVATION CHANGE EXCEEDS 8 FEET IT IS RECOMMENDED THAT A NEW DRIPLINE ZONE BE CREATED. h,....~------------------------------------------b-:::-RE_c_Y_c_L_E_D_w_A_T_E_R_s_1G-NA_G_E_. ____________________ 7 @ EE TEMPORARY POTABLE WATER HIGHLINE CONNECTION cc RECYCLED WATER SIGN NOTTO SCALE DRIP COMBINATION FLUSH VALVE/ DRIP INDICATOR POP-UP HEAD 8. KSC-S, SWING CHECK VALVES, LINE SIZE, INSTALLED ON PVC PIPE SUPPLY MANIFOLD WHEN ELEVATION EXCEEDS 8' ELEVATION CHANGE TO PREVENT LOW HEAD DRAINAGE (TYP). D. WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 50 PSI, IT IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING. Cy) DRIPLINE LAYOUT (SLOPE) NOT TO SCALE NOTES: SECTION VIEW LEGEND: 1. VINE, SEE PLANTING PLAN FOR TYPE. 2. XERI-BUBBLER WITH 1032 THREADED INLET: SEE LEGEND FOR TYPE. 3. RAIN BIRD MODEL PFR/FRA24, PRE-ASSEMBLED 24" POL YFLEX RISER ADAPTER. TRIM POLYFLEX RISER 4" ABOVE FINISHED GRADE . 4. RAIN BIRD EASY FIT TEE COMPRESSION FITTING, MDCFTEE WITH FEMALE PIPE THREAD ADAPTER-MDCF75FPT. 5. MULCH OR COBBLE COVER, PER LANDSCAPE PLANS. 6. POLYETHYLENE INLINE EMITTER DRIP TUBING, SEE LEGEND FOR TYPE. 7. 9" WIRE STAKES FIVE (5) FEET ON CENTER 8. FINISHED GRADE. 9. AMENDED SOIL, PER LANDSCAPE PLANS. A. PLACE EMITTERS AT EDGE OF ROOTBALL. ADJUST PER ROOTBALL SIZE, TYPICAL. B. PLACE EMITTERS PLUMB AND AS CLOSE AS POSSIBLE TO SHRUB ROOTBALL. C. OFFSET XERI-BUBBLER TO UP-SLOPE SIDE OF ROOTBALL IN SLOPE CONDITIONS OF 3:1 OR GREATER. D. TRIM POLYFLEX RISER 4" ABOVE FINISHED GRADE . E. ADJUST BUBBLER GPM FLOW BASED ON PLANT WATER REQUIREMENT, REFER TO PLANTING PLAN. ~ VINE DRIP EMITTER CONNECTION NOTTO SCALE SERVICE TO BUILDING FROM POTABLE WATER METER 4 l-------1 oiJ8 r J "' 0 5 )----~-t ,'--,~...C, 4 )--~-0 }------t §is SERVICE FROM---==----'["- POTABLE WATER METER "--,____,, NOTE: OWNER IS RESPONSIBLE FOR PROVIDING WATER SOURCE TO BYPASS TEE DURING ANNUAL RECYCLED WATER CROSS CONNECTION TESTING. NOTES: 1. THE LISTED PIPE AND FITTINGS ARE INTENDED FOR A 2" WATER SERVICE AND 1" COPPER PIPE AND FITTINGS MAY BE USED FOR WATER SERVICE. 2. THREADED JOINT FITTINGS (NPT) MAY BE USED IN PLACE OF SOLDERED JOINTS SHOWN ON THIS DRAWING. ® ITEM DESCRIPTION (SEE NOTES) 1. 2" COPPER x COPPER UNION 2. 2" x 2" x 2" COPPER TEE 3. 2" MALE x COPPER ADAPTER 4. 2" BALL VALVE WITH HAND LEVER 5. TYPE L COPPER 6. 2" x 1.5" FIRE HOSE FITTING 7. 2" BALL VALVE WITH PADLOCK WING 8. 2" x 2" x 1" C X C X C TEE 9. 3/4" HOSE BIB OR TEST COCK 10. 2" x 3/4" C x MIP ADAPTER ITEM DESCRIPTION SPEC I DWG REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT BYPASS TEE Cl rY ENGINEER DAfE FOR RECYCLED WATER STANDARD DWG NO. W-35 BYPASS TEE FOR RECYCLED WATER TESTING NOTTO SCALE Sm ithConsulti ng Architects 1 7 r----..... SECTION VIEW LEGEND: 1. DRIP SYSTEM AIR RELEASE VALVE, SEE LEGEND FOR TYPE. INSTALLED ON SCH. 40 PVC THREADED COUPLING WITH A 3/4" SCH. 80 NIPPLE, LENGTH AS REQUIRED TO LOCATE VALVE 2" FROM TOP OF VALVE BOX. 2. 6" PLASTIC ROUND VALVE BOX, HEAT BRAND "ARV" ONTO LID. 3. FINISHED GRADE. 4. PVC PIPE FROM DISCHARGE HEADER, LENGTH AS REQUIRED. 5. NOMINAL SIZE SOLID BRICK SUPPORTS (3 REQUIRED -EQUALLY SPACED). 6. LANDSCAPE FABRIC 7. 1/2" ROUND WASHED PEA GRAVEL -MINIMUM 4" DEPTH. 8. PVC SCH 40 ELBOW (SxT) OR TEE, 3/4" SIZE. NOTES: A. USE SCH 40 PVC 45 DEGREE ELLS TO TRANSITION TO DRIPLINE HEADER DEPTH. B. SET TOP OF VALVE BOX 1-112" ABOVE FINISHED GRADE IN GROUNDCOVER / SHRUB AREAS. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. D. INSTALL AIR RELIEF VALVE 18" FROM PAVING. E. AIR VALVES FOR TURF AREAS SHALL BE PLACED IN ADJACENT SHRUB PLANTER, NO VALVES ARE TO BE PLACED IN TURF AREAS, VERIFY EXACT LOCATION IN FIELD. 1--,..,.,..----------------------, DRIP AIR RELIEF VALVE NOTTO SCALE 10.----..... LEGEND: ~-~-----jG) ;;[;;;;;[;;;;L~[;[~[""[;;;;[;,;L;;;:,L;;,L;L~L~L;;,L;;_;;L~L;,::L;:;:[;[;;:-----~32 LLLLLLLLLLLLLLLLL~•E~Li=-----\.V .LLLLLLLLLLLLLLLLLLLL 0 SECTION VIEW 1. BARK MULCH FOR SHRUB AREA PLANTING, SEE PLANTING PLAN FOR DEPTH AND TYPE. 2. FINISHED GRADE. 3. AMENDED SOIL. 4. DRIP TUBING -SEE LEGEND FOR TYPE. 5. DRIPLINE BARB INSERT FITTINGS -SEE LEGEND FOR TYPE. 6. BLANK POLY TUBING -LENGTH AS REQUIRED. 7. DRIP TUBING MALE ADAPTER 8. PVC LATERAL LINE PIPING INLET OR EXHAUST MANIFOLD. 9. SCH 40 PVC TEE SxSxT, LINE SIZE BY ½". 10. 9" WIRE STAKES FIVE (5) FEET ON CENTER. @DRIPLINE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CONNECTION "AS-BUILT" RLA#---EXP _____ _ DATE REVIEWED BY: INSPECTOR DATE [sHful CITY OF CARLSBAD ~ 1---l----+-----------------t-----ir---t----t----i ~ PLANNING DIVISION ~ :::L=A=N=o=sc=A~P~E~IM==P:=:R:=:O:=:V~E,::_M~E~N~T=P~L=A==N~S~FO~R~:====-====~ 8841 RESEARCH DR SUITE 200 IRVINE· CA 92618 949.317.1123 RIDGElA.COM CARLSBAD OAKS LOT 5 LOT 5, CARIBOU COURT IRRIGATION DETAILS I APPROVED: 1..,,_, c/4i 4r, f:.l\. ,-,,-\: t;.. z.:~-l7 t=====1=====t=================================~=====~=====;=====;===~ :=P::::L=:A::::N::::N:::::IN::::G::::===:::;-;;::.-=-=-=~~~-=..:::..:::..:::-=~-=-=-=-=-=;-;=~~D:=A=.=T:=E~==-~ PROJECT NO. DRAWING NO. SOP 16-15 498-6L DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DRWN BY_· __ _ CH K D BY :--'R-"S'-- PLANT LEGEND SYMBOL TREES 0 lo BOTANICAL NAME ARBUTUS 'MARINA' OLEA EUROPEA 'SWAN HILL' TIPUANA TIPU QUERCUS AGRIFOLIA SHRUBS AND GROUND COVERS □□□□□□□□ □□□□□□□□ □□□□□□□□ 'vVVV"lVV'l VV'i1VV'1V'1 V"IV"l"lVV'l 'l 'l 'l 'l 'l '1 'l 'l @ ACACIA REDOLENS 'DESERT CARPET' CALLISTEMON 'LITTLE JOHN' DIANELLA REVOLUTA 'LITTLE REV' FESTUCA MAIREI FICUS PUMILA HESPERALOE PARVIFLORA HETEROMELES ARBUTIFOLIA KNIPHOFIA UVARIA LANTANA 'NEW GOLD' COMMON NAME MARINA STRAWBERRY TREE FRUITLESS OLIVE TIPU TREE COAST LIVE OAK PROSTRATE ACACIA DWARF BOTTLE BRUSH LITTLE REV FLAX LILY ATLAS FESCUE CREEPING FIG RED YUCCA TOYON RED HOT POKER NEW GOLD LANTANA SIZE I SPACING 24" BOX 24" BOX 24" BOX 24" BOX 1 GAL. / 48" O.C. 5 GAL. I 30" O.C. 1 GAL./ 24" O.C. 1 GAL./ 24" O.C. 5 GAL. I 36" O.C. 5 GAL./ 36" o.c. 5 GAL./ 5' o.c. 5 GAL.I 36" O.C. 5 GAL./ 36" O.C. COMMENTS SMALL CANOPY TREE SPECIMEN TREE EVERGREEN CANOPY EVERGREEN CANOPY LOW GROUNDCOVER MIDGROUND MIDGROUND ORNAMENTAL GRASS VINE UPRIGHT ACCENT LARGE SHRUB UPRIGHT ACCENT FLOWERING LOW SHRUB WUCOLS" QUANTITY DET./SHT. LOW 10 A,G / SHT. 23 LOW LOW VERY LOW VERY LOW LOW LOW LOW MOD VERY LOW LOW LOW VERY LOW 8 9 38 705 263 349 233 32 74 26 154 347 B/ SHT. 23 A,G/ SHT. 23 A,G I SHT. 23 C-F I SHT. 23 C-F I SHT. 23 C-F I SHT. 23 C-F / SHT. 23 C-F I SHT. 23 C-F / SHT. 23 C-F / SHT. 23 C-F / SHT. 23 C-F / SHT. 23 ! : !--------l••:-::· f-----------11:C: ,.:: .. ,1,,1 t+--~------; )::l · ii'I" --";:;'JUt,:N {/1 :·:/lH---P-;;,'A_T,.....--1 )\ ·. :/'i L . . ,, , \:.: . :·::: :>::. /} ! ,'-"'...._.=--_~f(:;; . : jl·f -/--...:...5...0~ F S · .•::. MAI .. -. . ;::: . . ·. Al-f-------l LL LL LL p[S MAI u:.e--F FIR KY RAi'lT LL LL Q'A ---- '() ,,•., ~ 'j /) D. · D o· 0 ' '"- ':, [', _,,,.. --.. I I /j~/' il DENOTES SOIL SAMPLE LOCATION -REFER TO NOTE 'H' OF PLANTING NQTES, SHEET;23, FOR ADDITIONAL INFORMATION. .. · / ·H APE, ROOT BARRIERS SHALL BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HAR PAVEMENT, CURB OR WALLS. 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. ,/f------N : TES: ROS PRO • MULCH ALL LANDSCAPE AREAS HAVING LESS THAN A 2:1 SLOPE WITH A 3" LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. PROVIDE JUTE NETTING WITH 12" LONG SOIL STAPLES ON • • • SLOPES 2:1 OR GREATER. SEE.SHEET 23 FOR PLANTING DETAILS. EXISTING SLOPE LANDSCAPING SHALL BE REFURBISHED, REPLACING ANY DEAD/ DYING/ MISSING PLANTS AS APPROPRIATE TO MEET LANDSCAPE MANUAL REQUIREMENTS. EXISTING LANDSCAPE AND IRRIGATION ALONG THE NORTH, WEST AND SOUTH PROPERTY LINE FROM TOP OF SLOPE TO BACK OF SIDEWALK SHALL BE MAINTAINED BY C.O.N.B.A. OTHER LANDSCAPE IMPROVEMENTS SHOWN IN THESE PLANS SHALL BE MAINTAINED BY PROPERTY OWNER. PROPOSED BUILDING SOIL SAMPLE LOCATION 4 OF 4 l ""/ r--_,✓ -. LL LL LL LL LL LL LL LL LL pUM lllf;---- I I I I I I I I IF[S I MAI I I I I I I I ' \ \ ' CITY OF CARLSBAD NOTES \ • ANY CHANGES IN BIO-SWALE LAYOUT/DESIGN SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT PRIOR TO IRRIGATION AND PLANTING INSTALLATIONS SO THAT THE LANDSCAPE ARCHITECT CAN REVISE PLANS ACCORDINGLY TO INSURE DESIGN QUALITY. • • • FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL. SOILS WITH GREATER THAN 6% ORGANIC MATTER IN THE TOP 6 INCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING. PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED TO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED MEET THE REQUIREMENT OF THIS SECTION THE APPLICATION OF ORGANIC MULCH MATERIALS MADE FROM RECYCLED OR POST-CONSUMER MATERIALS SHALL TAKE PRECEDENCE OVER INORGANIC MATERIALS UNLESS RECYCLED OR POST-CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE. ..____ PROPERTY LINE EXISTING TREE LEGEND SYMBOL TREES CJ 0 0 • BOTANICAL NAME/ COMMON NAME EUCALYPTUS FICIFOLIA / RED FLOWERING GUM KOELREUTERIA PANICULATA/ GOLDENRAIN TREE LOPHOSTEMON CONFERTUS / BRISBANE BOX PINUS HALEPENSIS / ALEPPO PINE PLATANUS RACEMOSA/ CALIFORNIA SYCAMORE QUERCUS AGRIFOLIA / CALIFORNIA LIVE OAK MATCHLINE SHEET 22 SHRUBS ANO GROUND COVERS PLANT LEGEND SYMBOL BOTANICAL NAME SHRUBS AND GROUND COVERS •++++++ + • t • • • ,-• •••••• > ++++++++ t+++t++ (l) 0 LOMANDRA LONGIFOLIA 'BREEZE' MISCANTHUS S. 'MORNING LIGHT' MUHLENBERGIA RIGENS ROSMARINUS 0. 'PROSTRATUS' WESTRINGIA F. 'WYNYABBIE GEM' BIO-RETENTION AREAS CAREX SUBFUSCA JUNCUS PATENS ' WUCOLS FOR REGION 3 0 10 20 COMMON NAME DWARF MAT RUSH JAPANESE SILVER GRASS DEER GRASS PROSTRATE ROSEMARY COAST ROSEMARY RUSTY SEDGE CALIFORNIA GRAY RUSH 40 60 SCALE AND NORTH SIZE I SPACING COMMENTS WUCOLS" QUANTITY DET./SHT. 1 GAL. I 24" O.C. 5 GAL./ 42" O.C. 1 GAL. I 36" O.C. FLATS/ 12" o.c. 5 GAL./ 36" O.C. 1 GAL./ 18" O.C. 1 GAL./ 24" O.C. ORNAMENTAL GRASS ORNAMENTAL GRASS ORNAMENTAL GRASS EVERGREEN GROUNDCOVER EVERGREEN HEDGE ORNAMENTAL GRASS ORNAMENTAL GRASS LOW MOD LOW VERY LOW LOW LOW LOW Sm ithCunsu I Ur l'J Architects 123 C-F / SHT. 23 63 C-F I SHT. 23 187 C-F/ SHT. 23 PER PLAN C-F I SHT. 23 230 C-F / SHT. 23 1,658 1,040 C-F I SHT. 23 C-F / SHT. 23 ~ ~SJ. II ~ I "''q u' ~~~-;/,.,JW, 8841 RESEARCH DR SUlfE 200 IRVl!E • CA 92618 949.387.1323 RIDGELA.COM KEYMAP NOTTO SCALE ACACIA REDOLENS / PROSTRATE ACACIA BACCHARIS PILULARIS / COYOTA BRUSH DODONAEA VISCOSA / HOPSEED BUSH ECHIUM CANDICANS / PRIDE OF MADEIRA MYOPORUM PARVIFOLIUM I MYOPORUM PLUMBAGO ACULATA / CAPE PLUMBAGO ROSMARINUS SPP. / ROSEMARY NOTE: EXISTING TREES THAT ARE MARKED WITH AN (E) ARE TO BE PROTECTED IN PLACE. EXISTING TREES MARKED WITH AN (R) ARE TO BE REMOVED FROM SITE. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" DATE RLA#---EXP, ____ _ REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ 1----+------11--------------------+----t---1----1-----1 ~ PLANNING DIVISION ~ ~L=AN==D==s==c==A~P::::E=l=M::::P:;:RO:;:V:::;E;::M:::;E==N::::T=P==L=A=N:;:S=F==o:::::R=: ====--===~ CARLSBAD OAKS LOT 5 LOT 5, CARIBOU COURT PLANTING PLAN l----+----1-------------------+----+---+---+----1 I A_P_P_R_o_v_E_D_: -~· ""'~~ /\ 1,_,_-=i~=--~---(~ q-J;:.1\..-1\: PLANNING DATE DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DRWN BY: __ _ CHKD BY: RS PROJECT NO. SOP 16-15 DRAWING NO. 498-6L \ ' -' / ""/ . ·;·,- !/) l /,J / ' ' I ' ' I i I I I I ,l PLANT LEG SYMBOL TREES ••• BOTANICAL NAME ARBUTUS 'MARINA' OLEA EUROPEA 'SWAN HILL' TIPUANA TIPU QUERCUS AGRIFOLIA SHRUBS AND GROUND COVERS □□□□□□□□ □□□□□□□□ □□□□□□□□ VVVV"lVVV vvvvvvvv V9VV9VVV vvvvvvvv @ ACACIA REDOLENS 'DESERT CARPET' CALLISTEMON 'LITTLE JOHN' DIANELLA REVOLUTA 'LITTLE REV' FESTUCA MAIREI FICUS PUMILA HESPERALOE PARVIFLORA HETEROMELES ARBUTIFOLIA KNIPHOFIA UVARIA LANTANA 'NEW GOLD' COMMON NAME MARINA STRAWBERRY TREE FRUITLESS OLIVE TIPU TREE COAST LIVE OAK PROSTRATE ACACIA DWARF BOTTLE BRUSH LITTLE REV FLAX LILY ATLAS FESCUE CREEPING FIG RED YUCCA TOYON RED HOT POKER NEW GOLD LANTANA f I SIZE/ SPACING 24" BOX 24" BOX 24" BOX 24" BOX 1 GAL. / 48" O.C. 5 GAL./ 30" O.C. 1 GAL./ 24" O.C. 1 GAL./ 24" O.C. 5 GAL./ 36" O.C. 5 GAL./ 36" O.C. 5 GAL./ 5' O.C. 5 GAL./ 36" O.C. 5 GAL./ 36" O.C. COMMENTS SMALL CANOPY TREE SPECIMEN TREE EVERGREEN CANOPY EVERGREEN CANOPY LOW GROUND COVER MIDGROUND MIDGROUND ORNAMENTAL GRASS VINE UPRIGHT ACCENT LARGE SHRUB UPRIGHT ACCENT FLOWERING LOW SHRUB WU COLS' LOW LOW LOW VERY LOW VERY LOW LOW LOW LOW MOD VERY LOW LOW LOW VERY LOW QUANTITY 10 8 9 38 705 263 349 233 32 74 26 154 347 DET/SHT_ A,G/ SHT. 23 B/ SHT. 23 A,G I SHT. 23 A,G I SHT. 23 C-F / SHT. 23 C-F / SHT. 23 C-F / SHT. 23 C-F / SHT. 23 C-F / SHT. 23 C-F / SHT. 23 C-F / SHT. 23 C-F / SHT. 23 C-F / SHT. 23 MATCHLINE SHEET 21 CITY OF ARLSBAD NOTES PLANT LEGEND SYMBOL BOTANICAL NAME SHRUBS ANO GROUND COVERS t t t + t • t • • • • • • • t + • • • • • • • • • • • • • t +++++>+ 0 0 LOMANDRA LONGIFOLIA 'BREEZE' MISCANTHUS S. 'MORNING LIGHT' MUHLENBERGIA RIGENS ROSMARINUS 0. 'PROSTRATUS' WESTRINGIA F. 'WYNYABBIE GEM' BIO-RETENTION AREAS CAREX SUBFUSCA JUNCUS PATENS ' WUCOLS FOR REGION 3 0 10 20 COMMON NAME DWARF MAT RUSH JAPANESE SILVER GRASS DEER GRASS PROSTRATE ROSEMARY COAST ROSEMARY RUSTY SEDGE CALIFORNIA GRAY RUSH 40 60 SCALE AND NORTH SIZE/ SPACING 1 GAL. I 24" O.C. 5 GAL./ 42" O.C. 1 GAL./ 36" O.C. FLATS/ 12" O.C. 5 GAL./ 36" o.c. 1 GAL./ 18" O.C. 1 GAL./ 24" o.c. COMMENTS ORNAMENTAL GRASS ORNAMENTAL GRASS ORNAMENTAL GRASS EVERGREEN GROUNDCOVER EVERGREEN HEDGE ORNAMENTAL GRASS ORNAMENTAL GRASS ,,,,_,,,,_.,,,:;;:,_ ;(1li!Hi!n1H- ;; i;: :~r,~~i' ' i WUCOLS' LOW MOD LOW VERY LOW LOW LOW LOW QUANTITY 123 63 187 PER PLAN 230 1,658 1,040 DET./SHT. C-F I SHT. 23 C-F / SHT. 23 C-F / SHT. 23 C-F / SHT. 23 C-F / SHT. 23 C-F I SHT. 23 C-F / SHT. 23 I 8841 RESEARCH DR IUIIE 200 IRVINE , CA 92618 949.367.1323 RIDGELA.COM I I i KEYMAP ------------- ■--· I I I DENOTES SOIL SAMPLE LOCATION -REFER TO NOTE 'H' OF PLANTING NOTES, SHEET 23, FOR ADDITIONAL INFORMATION. ROOT BARRIERS SHALL BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE, PAVEMENT, CURB OR WALLS. ROOT BARRIERS ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (800) 458-7668, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOT BE WRAPPED AROUND THE ROOTBALL. NOTES: • MULCH ALL LANDSCAPE AREAS HAVING LESS THAN A 2:1 SLOPE WITH A 3" LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. PROVIDE JUTE NETTING WITH 12" LONG SOIL STAPLES ON • • • SLOPES 2:1 OR GREATER. SEE SHEET 23 FOR PLANTING DETAILS . EXISTING SLOPE LANDSCAPING SHALL BE REFURBISHED, REPLACING ANY DEAD/ DYING/ MISSING PLANTS AS APPROPRIATE TO MEET LANDSCAPE MANUAL REQUIREMENTS_ EXISTING LANDSCAPE AND IRRIGATION ALONG THE NORTH, WEST AND SOUTH PROPERTY LINE FROM TOP OF SLOPE TO BACK OF SIDEWALK SHALL BE MAINTAINED BY C.O.N.B.A. OTHER LANDSCAPE IMPROVEMENTS SHOWN IN THESE PLANS SHALL BE MAINTAINED BY PROPERTY OWNER. "'-'---PROPERTY LINE NOTTO SCALE EXISTING TREE LEGEND SYMBOL TREES 0 0 0 BOTANICAL NAME/ COMMON NAME EUCALYPTUS FICIFOLIA / RED FLOWERING GUM KOELREUTERIA PANICULATA / GOLDENRAIN TREE LOPHOSTEMON CONFERTUS / BRISBANE BOX PINUS HALEPENSIS / ALEPPO PINE PLATANUS RACEMOSA / CALIFORNIA SYCAMORE QUERCUS AGRIFOLIA/ CALIFORNIA LIVE OAK SHRUBS ANO GROUND COVERS ACACIA REDOLENS / PROSTRATE ACACIA BACCHARIS PILULARIS / COYOTA BRUSH DODONAEA VISCOSA / HOPSEED BUSH ECHIUM CANDICANS / PRIDE OF MADEIRA MYOPORUM PARVIFOLIUM / MYOPORUM PLUMBAGO ACULATA/ CAPE PLUMBAGO ROSMARINUS SPP. / ROSEMARY NOTE: EXISTING TREES THAT ARE MARKED WITH AN (E) ARE TO BE PROTECTED IN PLACE. EXISTING TREES MARKED WITH AN (R) ARE TO BE REMOVED FROM SITE. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" DATE RLA#---EXP,---- REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD isRITfsl l----+-----l-----------------+---+---1-------11---~ ~==2='....'::::===:'::P:=LA:'::N:'::N:=l=:N:=G:'::D:::::l::::Vl::::S=:IO:::::N:::::::====--'=~==S==: LANDSCAPE IMPROVEMENT PLANS FOR: CARLSBAD OAKS LOT 5 LOT 5, CARIBOU COURT PLANTING PLAN ~ I~~ 4 f;:.l\~:\t ~-c.g.,M ' ---+-----+-----------------+---+-----1-----+----I I APPROVED: 0-. ./, \ _,_P_.,Lc-A ... N.,.N,._I N._.G'---------------------=Dc:_Ac_cT.=E _ __, DRAWING NO. 498-6L DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTI-lER APPROVAL CITY APPROVAL DRWN BY: __ _ CH K D BY: _R_c_Sc____ PROJECT NO, SOP 16-15 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 AND THE CITY INSPECTOR 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. C. D. E. F G. H. I. J. 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. 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. 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. 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. 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. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION ~ HAVE SAMPLES TESTED BY WAYPOINT ANALYTICAL, (714) 282-8777, 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. THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING: a) ORGANIC MATTER CONTENT b) N, P, K c) PH d) EC e) SOIL TEXTURE (SILT, CLAY, SAND) f) RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZATIONS. THE RESULTS AND RECOMMENDATION OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY AND LANDSCAPE ARCHITECT OF RECORD. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. INSTALL SOIL PREPARATION AND BACK FILL MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY UPON RECEIPT OF WRITTEN CHANGE ORDER FROM THE OWNER. KILL AND REMOVE ALL EXISTING WEEDS FROM SITE AREAS PER SPECIFICATIONS. ASSURE POSITIVE SURFACE DRAINAGE (2% GRADE IN PLANTING AREAS) AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. 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, CONTRACTORY SHALL 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 MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. 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 REPLACE ANY EXISTING PLANT MATERIAL WHICH IS DAMAGED BY CONSTRUCTION OPERATIONS. REPLACEMENT PLANT MATERIAL MUST BE OF MATCHING SPECIES, INSTALLED FROM THE FOLLOWING MINIMUM SIZE: 15-GALLON TREE, 1-GALLON SHRUB, FLATTED GROUNDCOVER AND SODDED TURF. W. INSTALLATIONS THAT ARE ADJACENT OPEN SPACE, NATURALIZED SLOPES OR UNDEVELOPED LAND ARE SUBJECT TO DAMAGE BY RODENTS OR DEER AND SHALL BE TREATED WITH AN APPROPRIATE REPELLENT IN A SPRAY AND/OR TABLET FORM. REPELLEX BY GROPOWER OR APPROVED EQUAL, THAT PROVIDES IMMEDIATE AND LONG TERM PROTECTION, SHALL BE USED. X. THE 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 UTILITIES FROM VIEW. EROSION CONTROL NOTES SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: a. STANDARD #1 -COVER CROP/REINFORCED STRAW MATTING: COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVER, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THEN COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF REINFORCE STRAW MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR. b. STANDARD #2 -GROUND COVER ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). c. STANDARD #3 -LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). d. STANDARD #4 -TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET. SLOPES -6:1 OR STEEPER AND: a. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. b. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2 AND #3. c. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2, #3 AND #4. NOTE: I l I ,Jill ;,,-'k--1-J;;;* ')p.:1jjjj!I!j~~~ 4-,----==tr'r:'.::'..l,o i 111 LEGEND 111~ 2.5 X DIA. OF ROOTBALL 1. ONE THROUGH FIFTEEN GALLON SIZE CONTAINER PLANT 2. PERMANENT WATERING BASIN -MIN. 6" DEPTH 3. EXISTING SLOPE 1 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. THE FRONT AND REAR OF THE PLANTING PITS SHALL BE GRADED TO A MAXIMUM 1:1 SLOPE. EROSION CONTROL FABRIC SHALL BE INSTALLED ON THESE SLOPES TO CONTROL EROSION WHILE PLANTS ESTABLISH. SHRUB PLANTING ON SLOPE fii f.;3 t;=-t---_.."1~' -_-_--tr "-'$$-~-----i "' 1:9 - lL ~i' ~u "<:~ Lu Lu -T1 II ~:~ ~: LEGEND: SEE SPEC. 2X DIA. OF ROOTBALL SECTION l') z ::JO -z ;'; ;;: w Cl'. o._ STAKE LOCATIONS -PLAN VIEW NOTE: THE FRONT AND REAR OF THE PLANTING PITS SHALL BE GRADED TO A MAXIMUM 11 SLOPE. EROSION CONTROL FABRIC SHALL BE INSTALLED ON THESE SLOPES TO CONTROL EROSION WHILE PLANTS ESTABLISH. 1. BLACK RUBBER "CINCH-TIE" (4 TYP.), PER SPECIFICATIONS. ATTACH WITH ROOFING NAILS. 2. LODGE POLE PINE STAKE (2 TYP.), PER SPECIFICATIONS. KEEP CLEAR OF ROOTBALL AND DO NOT ALLOW TO EXTEND INTO TREE CANOPY. USE 2" DIA. X 10' STAKES FOR TREES 24" BOX AND SMALLER, AND 3" DIA. X 1 0' STAKES FOR TREES 36" BOX THROUGH 48" BOX. 3. WATERING BASIN, 3" MINIMUM DEPTH. REMOVE BASIN IN LAWN AREAS AND AS DIRECTED BY LANDSCAPE ARCHITECT. 4. FINISH GRADE OF EXISTING SLOPE. 5. AMENDED BACKFILL PER SPECIFICATIONS. 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. FINISH GRADE OF SLOPE AFTER PLANTING -SHALL NOT EXCEED 1:1 GRADIENT. INSTALL EROSION CONTROL FABRIC AS REQUIRED TO CONTROL EROSION DURING PLANT ESTABLISHMENT. TREE PLANTING ON SLOPE - 2 X DIA. ' OF ROOTBALL -~ LEGEND 1. 2. 3. 4. 5. 6. ONE THROUGH FIFTEEN GALLON SIZE CONTAINER PLANT PERMANENT WATERING BASIN -MIN. 4" DEPTH. REMOVE BASIN AFTER MAINTENANCE PERIOD. FINISH GRADE. AMENDED BACKFILL MIX -SEE SPECIFICATIONS. TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING. FERTILIZING TABLETS PER SPECIFICATIONS ROOTBALL OF PLANT -MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS. EXISTING SOIL 7. 8. "CROWN" OF PLANT -MUST NOT BE BURIED BELOW LEVEL OF SURROUNDING SOIL. SHRUB PLANTING NOTES A. ALL SHRUBS/ GROUND COVERS SHALL BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. @ SHRUB SPACING SECTION LEGEND: 1. LOCATE PLANTS WITH EQUAL SPACING AS INDICATED ON PLAN, TRIANGULAR SPACING. 2. 24" CLEAR VEHICLE OVERHANG ZONE - LOW (MAX. 8" HT.) GROUND COVER ONLY. 3 CURB 4. SPRINKLER HEAD -LOCATE BETWEEN PARKING STALLS WHENEVER POSSIBLE - MAX. 6" POP-UP WHEN LOCATED IN VEHICLE OVERHANG ZONE. 5. VEHICLE I ®I • • NOTTO SCALE NOTTO SCALE • 6. 1/2 SPACING FOR SPECIFIED PLANT MATERIAL PLAN VIEW @ PLANTING AT PARKING EDGE NOTTO SCALE l') z JO -z ;'; ;;: w Cl'. o._ STAKE LOCATIONS -PLAN VIEW ROOTBAL 2 X DIAMETER OF ROOTBALL SECTION !-----® I I I LEGEND: 1. BLACK RUBBER "CINCH-TIE" (4 TYP.), PER SPECIFICATIONS. ATTACH WITH ROOFING NAILS. 2. LODGE POLE PINE STAKE (2 TYP.), PER SPECIFICATIONS. KEEP CLEAR OF ROOTBALL AND DO NOT ALLOW TO EXTEND INTO TREE CANOPY. USE 2" DIA. X 10' STAKES FOR TREES 24" BOX AND SMALLER, AND 3" DIA. X 10' STAKES FOR TREES 36" BOX THROUGH 48" BOX. 3. WATERING BASIN, 3" MINIMUM DEPTH. REMOVE BASIN IN LAWN AREAS AND AS DIRECTED BY LANDSCAPE ARCHITECT. 4. FINISHED GRADE. 5. AMENDED BACKFILL PER SPECIFICATIONS. 6. PLANT TABLET PER SPECIFICATIONS. 7. EXISTING SOIL. 8. SCARIFY SIDES AND BOTTOM OF PLANTING PIT. 9. ARBOR-GARD TRUNK PROTECTOR FOR TREES LOCATED IN TURF AREAS. 10. SET TOP OF ROOTBALL 3" ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE. 11. INSTALL #UB24-2 ROOT BARRIER, AS MANUFACTURED BY DEEP ROOT, (800) 458-7668, AT ALL TREES WITHIN 5' OF HARDSCAPE, OR AS SHOWN ON PLANTING PLAN, MINIMUM 10' LENGTH, INSTALLED AT EDGE OF ADJACENT HARDSCAPE. 12. ADJACENT HARDSCAPE (WHERE OCCURS). NOTE: MAINTAIN TURF 12" CLEAR FROM BASE OF TRUNK. @ TREE PLANTING & STAKING NOTTO SCALE PLAN VIEW !111 . T I i:------1 1-TTT-TTT-n -111 2X WIDTH OF ROOTBALL SECTION 12"¢ k LEGEND 1. TREE TRUNK 2. ROOTBALL AND BACKFILL PER TREE PLANTING DETAIL 3. WATER BASIN PER TREE PLANTING DETAIL 4. 4" DIA. PVC INSPECTION TUBE WITH BLACK PVC SLIP CAP. SET 3" MAXIMUM ABOVE FINISH GRADE. DRILL 3/4" DIA. HOLE IN TOP OF CAP TO ALLOW FOR REMOVAL. CONNECT TO DRAIN PIPE WITH REDUCER FITTING AS REQUIRED. 5. 4" DIA. PERFORATED PIPE, WITH DRAINAGE HOLES POINTED DOWN, IN FILTER SOCK, SLOPED AT .5% MIN. TOWARD SUMP. 6. CONNECT PERFORATED PIPE TO STORM DRAIN SYSTEM PER CIVIL ENGINEER'S DRAWINGS 7. 12" LAYER OF 3/4" DRAINAGE GRAVEL, SURROUNDED BY SOIL SEPARATOR FABRIC 8. NATIVE SOIL 9. EDGE OF PLANTING PIT 10. 3" CORRUGATED PIPE BELOW ROOTBALL TO ALLOW FOR METHANE GAS RELEASE. PROVIDE 3" BLACK DRAIN GRATE, NOS #14, AS CAP AT EXPOSED ENDS. 11. 4" DIA. X 8' PERFORATED PVC PIPE, WRAPPED WITH FILTER FABRIC, EXTENDED BELOW INSPECTION TUBE AND CENTERED IN AUGERED HOLE. 12. 12" DIA. X 8' DEEP AUGURED HOLE FILLED WITH ¾" CRUSHED GRAVEL, LOCATED AT LOW POINT OF PLANTING PIT. 13. 4" DIA. PVC SLIP CAP GLUED TO BOTTOM OF PIPE. OLIVE TREE PLANTING NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" RLA# EXP. REVIEWED BY: INSPECTOR ~ CITY OF CARLSBAD PLANNING DIV1SION 3 LANDSCAPE IMPROVEMENT PLANS FOR: CARLSBAD OAKS LOT 5 LOT 5, CARIBOU COURT PLANTING DETAILS DATE DATE ~ 8 8941 RESEARCH DR \UITE 200 1-------l----+-------------+---+---+---+-----i (t/ .()~ 4. 8) -c?il: ;..r,;.,, \ 7 I APPROVED: ( l---+---+----------------+---t---+-----t--------1 ;:P:::L:::A:::N=N=IN=G===:;-;:::========::::====;;=::::=DA:=T=E::::=~ SmithConsulting Architects IRilNE, CA 92618 949.387.1323 RIDGELA.COM DA TE INITIAL DATE INITIAL REVISION DESCRIPTION PROJECT NO. DRAWING NO. SOP 16-15 498-6L DATE INITIAL ORWN BY: __ _ RS DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL CHKD BY: SECTION 3213 16-DECORATIVE CONCRETE PAVING PART 1 -GENERAL 1.1 SUMMARY A. Section includes colored and stained concrete paving. 1.2 ACTION SUBMITTALS A. Product Data: Fur each type of product indicated. B. LEED Submittals: 1. Product Data for Credit MR 4: For products having recycled content, documentation indicating percentages by weight of postconsumer and preconsumer recycled content. Include statement indicating cost for each product having recycled content. C. Samples For each exposed product and for each color and texture specified. D. Other Action Submillals: 1. Design Mixtures: For each decorative concrete paving mixture, Include alternate design mixtures when characteristics of materials, Project conditions, weather, test results, or other circumstances warrant adjustmen~s. 1.3 QUALITY ASSURANCE A. Installer Qualifications: An employer of workers trained and approved by manufacturer of decorative concrete paving systems. B. Ready-Mix-Concrete Manufacturer Qualifications: A tirm experienced in manufacturing ready-mixed concrete products and that complies with ASTM C 94/C 94M requirements for production facilities and equipment. C. ACI Pub!icatiar1s: Comply with ACI 301 unless otherwise indicated. D. Mockups: Build mockups of decorative concrete paving not less than 4 feet square to demonstrate typical joints; surface color, pattern, and texture; curing; and standard of workmanship. E. Preinstallation Conference: Conduct conference at project site. PART 2-PRODUCTS 2.1 FORMS A. Forrn Materials: Plywood, metal, metal-framed plywood, or ott1er approved panel-type materials to provide full-depth, continuous, straight, and smooth exposed surfaces. 2.2 STEEL REINFORCEMENT A. Recyded Content: Postconsumer recycled content plus one-half of pre consumer recycled content not less than 25 percent. B. Plain-Steel Welded Wire Reinforcement: ASTM A 185/A 185M, fabricated from as-drawn steel wire into flat sheets. C. R8inforcing Bars: ASTM A 615/A 615M; deformed. D. Steel Bar Mats: ASTM A 184/A 184M; with ASTM A 615/A 615M, deformed bars; assembled with clips. E. Plain-Steel Wire: ASTM A 82/A 82M, as drawn. F. Bar Supports Bolsters, d1airs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars, welded wire reinforcement, and dowels in place. Manufacture bar supports according lo CRSl's "Manual of Standard Practice" from steel wire, plastic, or precast concrete of greater compressive strength than concrete specified. 2.3 CONCRETE MATERIALS A. Cementitious Material: Use the following cementitious materials, of the same type, brand, and source, throughout Project: 1. Portland Cement ASTM C 150, gray portland cement. 2. Blended Hydraulic Cement: ASTM C 595, cement. B. Normal-Weight Aggregates: ASTM C 33, Class 4S, uniformly graded, Provide aggregates from a single source. 1. Maximum Aggregate Size: 1 inch nominal. 2. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement. C. Water: Potable and complying with ASTM C 94/C 94M. D. Air-Entraining Admixture: ASTM C 260. E. Chemical Admixtures: Admixtures certified by manufacturer to be compatible with other admixtures and to contain no more than 0.1 percent water-soluble chloride ions by mass of cementitious material. F Color Pigment: ASTM C 979, synthetic mineral-oxide pigments or colored water-reducing admixtures; color stable, nonfading, and resistant to lime and other alkalis. 2.4 FIBER REINFORCEMENT A. Synthetic Fiber: Fibrillated polypropylene fibers engineered and designed for use in decorative concrete paving, complying with ASTM C 1116/C 1116M, Type Ill,½ inch long. 2.5 SURFACE COLORING MATERIALS A. Pigrnented Mineral Dry-Shake Hardener: Factory-packaged, dry combinatiur1 of portland cement, graded quartz aggregate. color pigments, and plasticizing admixture. Use color pigments that are finely ground, nonfading mineral oxides interground with cement 8. Pigmented Powder Release Agent: Factory-packaged, dry combination uf surface-conditioning and dispersing agents interground with color pigments that facilitates release of stamp mats. Use color pigments that are finely ground, nonfadir1g mineral oxides interground with cement. C. Liquid Release Agent: Manufacturer's standard, clear. evaporating formulation that facilitates release of starnp mats and texture rollers. 2.6 STENCIL MATERIALS A Stencils: Manufacturer's standard, moisture-resistant paper or reusable plastic stencils, designed for use on plastic concrete. 2.7 CURING MATERIALS A. Evaporation Retarder: Waterborne, monomolecular, film forming, manufactured far application to fresh concrete. B. Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type I, Class B, manufactured for colored cor1crete. 1. For integrally colored concrete, curing compound shall be pigmented type approved by coloring admixture manufacturer. 2. For concrete indicated to be sealed, curing compound shall be compatible with sealer. C. Clear Acrylic Sealer: Manufacturer's standard, waterborne, nonye!lowing and UV-resistant, membrane-forming, medium-gloss, acrylic copolymer emulsion solution, manufactured for colored concrete, containing not less than 15 percent solids by volume. D. Slip-Resistance-Enhancing Additive: Manufacturer's standard finely graded aggregate or polymer additive, designed to be added to clear acrylic sealer to enhance slip resistance of sealed paving surface. 2.8 RELATED MATERIALS A. Joint Fillers: ASTM D 1751, asphalt-saturated cellulosic fiber in preformed strips. B. Polyettiylene Film: ASTM D 4397, 1 mil thick, clear. 2.9 CONCRETE MIXTURES A. Prepare design mixtures, proportioned according to ACI 301, with the following properties: 1. Compressive Strength (28 Days): 3000 psi. 2 Maximum Water-Cementitious Materials Ratio at Point of Placement: 0.50. 3. Slump Limit" 4 inches, plus or minus 1 inch. 4 Air Content: 5-1/2 percent plus or minus 1.5 percent. B. Chemical Admixtures: Use admixtures according to manufacturer's written instructions. C. Synthetic Fiber: Uniformly disperse in concrete mixture at manufacturer's recommended rate, but not less than 1.0 lb/cu. yd 0. Color Pigment: Add color pigment to concrete mixture according to manufacturer's written instructions and to result in hardened concrete color consistent with approved mockup. 2.10 CONCRETE MIXING A Ready-Mixed Concrete: Measure, batch, and mix c6ncrete materials and concrete according to ASTM C 94/C 94M. Furnish batch certificates for each batch discharged and used in the Work. PART 3 -EXECUTION 3.1 EXAMINATION AND PREPARATION A. Proof-roll prepared subbase surface below decorative concrete paving to identify soft pockets and areas of excess yielding. B. Remove loose material from compacted subbase surface immediately before placing concrete. --~ ----------~--------------------------------- C. Set, brace, and secure edge forms, bulkheads, and intermediate screed guides to required lines, grades, and elevations. Install forms to allow continuous progress of work and so forms can remain in place at least 24 hours after concrete plm:ernent. D, Comply with CRS!'s Manual of Standard Practice for fabricating, placing, and supporting reinforcement 3.2 JOINTS A. General: Form construction, isolation, and contraction joints and tool edges true to line, with faces perpendicular to surface plane of concrete. Construct transverse joints at right angles to centerline unl8ss otherwise indicated. B. Construction Joints: Set construction joints at side and end terminations of paving and at locations where paving operations are stopped for more than one-half hour unless paving terminates at isolation joints. C. Isolation Joints: Form isolation joints of preformed joint-filler strips abutting concrete curbs, catch basins, manholes, inlets, structures, walks, other fixed objects, and where indicated D. Contraction Joints: Form weakened-plane contraction joints, sectioning concrete into areas as indicated. Construct contraction joints for a depth equal to at least one-fourth of the concrete ttiickness, as follows, to match jointing of existing adjacent decorative concrete paving. E. Edging: After initial floating, tool edges of paving, gutters, curbs, and joints in concrete with an edging tool to a 1/4-incti radius. Repeat tooling of edges after applying surface finishes. Eliminate edging tool marks on concrete surfaces. 3.3 CONCRETE PLACEMENT A Moisten subbase to provide a uniform dampened condition at time concrete is placed. B. Comply witt1 ACI 301 requirements for measuring, mixing, transporting, placing, and consolidc1ting concrete. C Deposit and spread concrete in a continuous operation between transverse joints. Do not push or drag concrete into place or use vibrators to move concrete into place. D. Screed paving surface with a straightedge and strike off. E. Commence initial floating using bull floats or darbies to impart an open-textured and uniform surface plane before excess moisture or bleed water appears on the surface Do not further disturb concrete surfaces before beginning finishing operations or spreading surface treatments. 3.4 FLOAT FINISHING A General: Do not add water to concrete surfaces d~ring finishing operations. B. Float Finish: Begin the second floating operation when bleed-water sheen tias disappeared and concrete surface has stiffened sufficiently to permit operations. Float surface with power-driven floats or by hand flooting if area is small or inaccessible lo power units. Finish surfaces to true planes, Cut down high spots and fill low spots. Refloat surface immediately to uniform granular texture. 3.5 INTEGRALLY COLORED CONCRETE FINISH A Integrally Colored Concrete Finish: After final floating, apply the following finish: 1. Burlap Finish: Drag a seamless strip of damp burlap across float-finished concrete, perpendicular to line of traffic, to provide a uniform, gritty texture. 2. Medium-to-Fine-Textured Broom Finish: Draw a soft-bristle broom across float-finished concrete surface, perpendicular to line of traffic, to provide a uniform, fine-line texture, 3. Medium-to-Cm:1rse-Textured Broom Finish: Provide a coarse finish by striating float-finished concrete surface 1/16 to 1/8 inch deep with a stiff-bristled broom, perpendicular to line of traffic 3.6 STENCILING A. Cut stencils to slab width and lay on wet concrete, Overlap mortar joint on trailing edge of each section of stencil onto leading mortar joint of previous section. B. Slightly embed stencil into concrete by rolling with ster1cil roller C. Apply pigmented mineral dry-shake hardener materials to concrete surfaces according lo manufacturer's written instructions. 0. Stencil Rolling: Apply liquid release agent according to manufacturer's written instructions prior lo applying texture roller to surface of concrete. E. Remove stencils when concrete has sufficiently cured to bear weight. Do not leave stencils in concrete overnight. F. Remove debris with mechanical blower prior to application of curing compound. If release agent is applied, delay removal of debris for 24 hours, then flood area with low-pressure water hose, wetting release agent, and follow by cleaning surface with pressure washer, 3.7 PIGMENTED MINERAL DRY-SHAKE HARDENER A. Pigmented Mineral Dry-Shake Hardener Finish: After initial floating, apply dry-shake materials to paving surfaces according to manufacturer's written instructions and as follows: 1. After tinal power floating, apply the following finish: a. Burlap Finish: Drag a seamless strip of damp burlap across floc1t-finished concrete, perpendicular to line of traffic, to provide a uniform, gritty texture. b. Medium-to-Fine-Textured Broom Finish: Draw a soft bristle broom across float-finished concrete surface, perpendicular to line of traffic, to provide a uniform, fine~line texture. c. Medium-to-Coarse-Textured Broom Finish: Provide a coarse finish by striating float-finished concrete surface 1/16 !CJ 1/8 inch deep with a stiff-bristled broom, perpendicular to line of traffic. B. Liquid Release Agent: Uniformly mist surface of dry-shake-hardened and still-plastic concrete at a rate of 5 gal/1000 sq. ft. 3.8 CONCRETE PROTECTION AND CURING A General: Protect freshly placed concr,ete from premature drying arid excessive cold or hot temperatures. B. Comply with ACI 306.1 for cold-weather protection, C, Evaporation Retarder: Apply evaporation retarder to concrete surfaces if hot, dry, or windy conditions cause moisture loss approaching 0.2 lb/square feet x h before and during finishing operations. Apply according to manufacturer's written instructions after placing, screeding. and bull fl0cding or darbying concrete but before fioat finishing. D. Begin curing after finishing concrete but not before free water has disappeared from concrete surface. E. Curing Compound: Apply curing compound immediately after final finishing Apply according to manufacturer's written instructions. 1. Cure integrally colored concrete with a pigmented curing compound. 2. Cure concrete finished with pigmented mineral dry-shake hardener with a pigrnented curing compound. 3.9 SEALER A. Clear Acrylic Sealer: Apply uniformly in two coats according to manufacturer's written instructions. Allow first coat tu dry before applying second coat, at 90 degrees to the direction of the first coat. 1. Begin sealing dry surface no sooner than 14 days after concrete placement. 2. Thoroughly mix slip-resistance-enhancing additive into sealer before applying sealer according to manufacturer's written instructions. Stir sealer occasionally during application to maintain even distribution of additive. 3.10 PAVING TOLERANCES A. Comply with tolerances in ACI 117. 3.11 REPAIRS AND PROTECTION A. Remove and replace decorative concrete paving that is broken or damaged or does not comply with requirements in this Section. Remove work in complete sections from joint to joint unless otherwise approved by Architect. B. Protect decorative concrete paving from damage. Exclude traffic from paving for at least 14 days after placement. When construction traffic is permitted, maintain paving as clean as possible by removing surface stains and spillage of materials as they occur, C. Maintain decorative concrete paving free of stains, discoloration, dirt, and other foreign material. Sweep paving not more than two days before date scheduled for Substantial Completion inspections. END OF SECTION 32 1316 SECTION 32 13 73 -CONCRETE PAVING JOINT SEALANTS PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Cold-applied joint sealants. 2. Hot-applied joint sealants. 1.2 PRECONSTRUCTION TESTING A. Preconstruclion Compatibility and Adhesion Testing: Submil to joint-sealant manufacturers, eight samples of materials that will contact or affect joint sealants. Use manufacturer's standard test method to determine whether priming and other specific joint-preparation techniques are required to obtain rapid, optimum adhesion of joint sealants to joint substrates. 1.3 ACTION SUBMITTALS A. Product Data: For each joint-sealant product indicated. B. Samples: For each kind and color of joint sealant required. C. Pavement-Joint-Sealant Schedule: Include the following information: 1. Joint-sealant applicalion, joint location, and designation. 2. Joint-sealant manufacturer and product name. 3. Joint-sealant formulation. 4. Joint-sealant color. 1.4 INFORMATIONAL SUBMITTALS A. Product certificates. B. Product test reports. C. Preconstruction compatibility and adhesion test reports. 1.5 QUALITY ASSURANCE A. Testing Agency Qualifications: An independent testing agency qualified according to ASTM C 1021. B. Preinslallation Conference: Conduct conference at project site. PART 2-PRODUCTS 2.1 MATERIALS A. Compatibllity: Provide joint sealants, backing materials, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by joint-sealant manufacturer based on testing and field experience. B. Colors of Exposed Joint Sealants: As indicated by manufacturer's designations. 2.2 COLD-APPLIED JOINT SEALANTS A. Single-Component, Nonsag, Silicone Joint Sealant for Concrete: ASTM D 5893, Type NS.See Editing Instruction No. 1 in the Evaluations for cautions about naming manufacturers and products. See Section 016000 "Product Requirements." 1. Products: Subject to compliance with requirements, available products ttiat may be incorporated into the Work include, but are not limited to, the following: a. Crafco Inc., an ERGON company; RoadSaver Silicone. b. Dow Corning Corporalion; 888. c. Pecora Corporation; 301 NS. B. Single-Component, Self-Leveling, Silicone Joint Sealant for Concrete: ASTM D 5893, Type SL.See Editing Instruction No, 1 in the Evaluations for cautions about naming manufacturers and products. See Section 016000 ''Product Requirements." 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Crafco Inc., an ERGON company; RoadSaver Silicone SL. b. Dow Corning Corporation; 890~SL. c. Pecora Corporation; 300 SL. C. Multicomponent, Pourable, Traffic-Grade, Urethane Joint Sealant for Concrete: ASTM C 920, Type M, Grade P, Class 25, for Use T.See Editing Instruction No. 1 in the Evaluations for cautions about naming manufacturers and products. See Section 016000 "Product Requirements." 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Pecora Corporation; Urexpan NR-200. 2.3 HOT-APPLIED JOINT SEALANTS A. Hot-Applied, Single-Component Joint Sealant for Concrete: ASTM D 3406.See Editing Instruction No. 1 in the Evaluations for cautions about naming manufacturers and products. See Section 016000 "Product Requirements." 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Crafco lnc., an ERGON company; Superseal 444/777. B. Hot-Applied, Single-Component Joint Sealant for Concrete and Asphalt: ASTM D 6690, Types I, 11, and Ill. See Editing Instruction No. 1 in the Evaluations for cautions about naming manufacturers and products. See Section 016000 "Product Requirements." 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Meadows, W. R., Inc.; Sealtight Hi-Spec. b. Right Pointe; D-3405 Hot Applied Sealant. 2.4 JOINT-SEALANT BACKER MATERIALS A. Round Backer Rods for Cold-and Hot-Applied Joint Sealants: ASTM D 5249, Type 1, of diameter and density required to control sealant depth and prevent bottom-side adhesion of sealant. B. Round Backer Rods for Cold-Applied Joint Sealants: ASTM D 5249, Type 3, of diameter and density required to control joint-sealant depth and prevent bottom-side adhesion of sealant. C. Backer Strips for Cold-and Hot-Applied Joint Sealants: ASTM D 5249; Type 2; of thickness and width required to control joint-sealant depth, prevent bottom-side adhesion of sealant, and fill remainder of joint opening under sealant. 2.5 PRIMERS A. Primers: Product recommended by joint-sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate tests and field tests. PART 3-EXECUTION 3.1 INSTALLATION A. General: Comply with joint-sealant manufacturer's written installation instructions for products and applications indicated unless more stringent requirements apply. B. Cleaning of Joints: Clean out joints immediately before installing joint sealants. C. Joint-Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of joint sealants as applicable to 8841 RllEARCH OR SUITE 200 SmithConsultif VJ Architects IRVliE • CA 91618 949.387.1323 RIDGELA.COM DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION materials, applications, and conditions indicated. D. Install joint-sealant backings of kind indicated to support joint sealants during application and at position required to produce cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability. 1. Do not leave gaps between ends of joint-sealant backings. 2. Do not stretch, twist, puncture, or tear joint-sealant backings. 3. Remove absorbent joint-sealant backings that have become wet before sealant application and replace them with dry materials. E. Install joint sealants using proven techniques lt1at comply With the following and at the same time backings are installed: 1. Place joint sealants so they directly contact and fully wet joint substrates. 2. Completely fill recesses in each joint configuration. 3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow optimum sealant movement capability. F. Tooling of Nonsag Joint Sealants: Immediately after joint-sealant application and before skinning or curing begins, tool sealants according to the following requirements to form smooth, uniform beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides of joint: 1. Remove excess joint sealant from surfaces adjacent to joints. 2. Use tooling agents that are approved in writing by joint-sealant manufacturer and that do not discolor sealants or adjacent surfaces. G. Provide joint configuration to comply with joint-sealant manufacturer's written instructions unless otherwise indicated. H. Clean off excess joint sealant or sealant smears adjacent to joints as the Work progresses, by methods and with cleaning materials approved in writing by manufaclurers of joint sealants and of products in which joints occur. END OF SECTION 32 13 73 DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" RLA#---EXP----- REVIEWED BY: INSPECTOR CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: CARLSBAD OAKS LOT 5 LOT 5, CARIBOU COURT LANDSCAPE SPECIFICATIONS DATE DATE I APPROVED: ~ G;~ E-1),-:\r -;~e.?-~ I. PLANNING DATE DRWN BY: PROJECT NO. DRAWING NO. CHKD BY: RS SOP 16-15 498-6L I PLANTING IRRIGATION (RECLAIMED WATER) 32 84 00 -14 Copyright 2015 Ridge Landscape Architects SECTION 32 84 00 -PLANTING IRRIGATION (RECLAIMED WATER) PART 1 -GENERAL 1.1 SECTION REQUIREMENTS A. It is the intent of the specifications and drawings that the finished system is complete in every respect and shalt 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 in these specifications, and as necessary to complete the contract 1.2 CONSTRUCTION DRAWINGS A. Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc. which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work 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 avoid 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 no 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 for clarification. C. The Contractor shall not willfully 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 Contractor shall assume full responsibility for any revisions necessary. 1.3 QUALITY ASSURANCE A. Provide at least one English speaking person who shall be present al 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 fu~nishes directions covering points now 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 are hereby incorporated into and made 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 call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the provisions of these specifications and drawings shall take precedence. D. All materials supplied for this project shall be new and free from any defects. All defective materials shall be replaced immediately. 1.4 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 part of this contract. 2. Show manufacturer's name and catalog number for each item, furnish complete catalog cuts and technical data, and furnish !he manufacturer's recomriiendations 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: lf tt1e Irrigation Contractor wishes to substitute any equipment or malerials for those equipment or materials listed on the irrigation drawings and specifications, he may do so by providing the following information to the Architect or Owner's authorized representative for approval. 1. 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. 1.5 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 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. 1.6 INSPECTIONS A. The Contractor shall permit the Architect and Owner's authorized representative to visil and inspect at all times any part of the work and shall provide safe access for 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 percent of static water pressure, whichever is greater.) 3. Coverage test of irrigation system 4. Final inspeclion prior to start of maintenance period 5. Final acceptance D. Site observations and testing will not commence without the record drawings a prepared by the Irrigation Contractor. Record drawings must be complete and up to date for each site visit. E. Work which fails testing and is not accepted will be retested. 1.7 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 Architect and 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. 1.8 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 so 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. 1.9 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 Owner's 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 an 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 a 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 5 millimeters 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 installed and the proper operation of the system. 2. Each complete, bound manual shall include the following information: a. Index sheet stating Contractor's address and telephone number, duration of guarantee period, list of equipment including names and addresses of local manufacturer representatives. b. Operating and maintenance instructions for all equipment. c. Spare parts list and related manufacturer information for all equipment. d. Guarantee Statement. 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 inch 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 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. Repairs shall include the complete restoration of all damage to planting, paving or other imprOvements of ariy kind as a result of the work. 1.11 GUARANTEE A. The entire sprinkler system, including all work done under this contract, shall be unconditionally guaranteed against all defects and fault of material and workmanship, including settling of backfilled areas below grade, for a period of one (1) year following the filing of the Notice of Completion. Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no additional expense to owner within ten (10) calendar days of receipt of written notice from Owner. When the nature of the repairs, 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 resulting either from faulty materials or workmanship. B. Guarantee shall be submitted on Contractor's 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 date of filing of the Notice of Completion and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the Owner. We shall make such repairs or replacements within 10 calendar days following written notification by the Owner. In the event of failure to make such repairs or replacements within the time specified after receipt of written notice from Owner, we authorize the Owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand. PROJECT NAME: PROJECT LOCATION: CONTRACTOR NAME: ADDRESS: TELEPHONE: SIGNED: DATE: PART 2 -PRODUCTS 2.1 SUMMARY Use only new materials of the manufacturer, size and type shown on the drawings and specifications. Materials or equipment installed or furnished thal 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. 2.2 PIPING A. Pressure supply line from point of connection through basket strainer unit shall be Type ·'K" copper or brass pipe. B. Pressure supply lines 2 inches in diameter and up to 3 inches in diameter downstream of basket strainer until shall be Class 315 solvent weld PVC. Piping shall conform to ASTM D2241. C. 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 inch and larger to conform to ASTM 02241. D. 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. 2.3 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. 2.4 PLASTIC PIPE AND FITTINGS A. 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. B. All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASA TM 02241 or ASTM D1784. C. All PVC fittings shall be standard weight Schedule 80 for constant-pressure mainline fittings and Schedule 40 for non-pressure lateral fittings and 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 02466 and 02467. D. All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM D1785. E. All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied per the manufacturer'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. F. 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. 2.5 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. 2.6 VALVES A. Gate Valves: 1. Gate valves shall be of the manufacturer, size, and type indicated on the drawings .. 2. Gate valves 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 lo AWWA standards. · B. 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 have¾ 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 in color constructed of brass with a rubber-like vinyl cover. Vinyl quick coupler cover to be purple with the words "WARNING -RECLAIMED WATER -DO NOT DRINK" permanently marked on the lid. A. 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. D. 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 3tems with Buna-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 are allowed. 2.7 VALVE BOXES A. Valve boxes shall be fabricated from a durable, weather-resistant plastic material resistant to sunlight and chemical action of soils. B. The valve box cover shall be purple in color and permanently marked with words "WARNING -RECLAIMED WATER - DO NOT DRINK". Valve box cover shall be secured with a hidden latch mechanism or bolts. C. The cover and box shall be capable of sustaining a load of 1,500 pounds. D. Valve box extensions shall be by the same manufacturer as the valve box. E. Automatic control valve boxes shall be 16 inch x11 inch x12 inch 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. 2.8 AUTOMATIC CONTROLLER A. Automatic controller shall be of the manufacturer, size, and type indicated on the drawings. B. Automatic controller enclosures shall be of the manufacturer, size, and type indicated on the drawings. Enclosure shall be vandal-resistant, ventilated and waterproof. 2.9 ELECTRICAL 8841 RESEARCH DR SUITE 200 DA TE INITIAL -------------------------------------------', A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations. B. All electrical work shall conform to local codes and ordinances. 2.10 LOW VOLTAGE CONTROL WIRING A. Remote control wire shall be direct-burial AWG-UF type, size in no case smaller than 14 gauge. B. Connections shall be either epoxy-sealed packet type or Penn-Tile 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. B. Pop-up heads and riser heads shall be used. C. Pop-up heads and gear driven rotors used on reclaimed water systems shall have a color coded purple cap with reclaimed water warnings embossed on the top surtace Riser heads shall have a self-adhesive reclaimed water 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 RAIN SENSOR Rain sensor shall be of the manufacturer, size, and type indicated on the drawings. PART 3 -EXECUTION 3.1 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 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: 3. 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. 1. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with work under this section. 2. 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: 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 to structures and to avoid obstructions or conflicts with other work. F. Layout: 1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads, valves, backflow preventor, and automatic controller. 2. Layout irrigation system and make minor adjustments required due to differences between site and drawings. Where piping is shown on drawings under paved 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. 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. 2. Contractor shall ITlake 120 volt connection to the irrigation controllers. Electrical power source to controller locations shall be provided by others. 3.2 TRENCHING 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 smaller. C. Provide minimum cover of 18 inches for control wires. D. Provide minimum cover of 12 inches for non-pressure lines. E. Pipes installed in a common trench shall have a 6-inch minimum space between pipes. 3.3 BACKFILLING A. Backfill material on all lines shall be the same as adjacent soil free of debris, litter, and rocks over 1/2 -inch in diameter B. Backfill shall be tamped in 4-inch layers under the pipe and uniformly on both sides for the full width of !he 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. C. Flooding in lieu of tamping is not allowed. D. Under no circumstances shall truck wheels be used to compact backfill. E. Provide sand backfill a minimum of 6 inches over and under all piping under paved areas. DATE INITIAL DATE INITIAL APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS, "AS-BUILT" RLA#---EXP,---- REVIEWED BY: INSPECTOR CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: CARLSBAD OAKS LOT 5 LOT 5, CARIBOU COURT LANDSCAPE SPECIFICATIONS DATE DATE I APPROVED: ~j q-8),Jt i; , ,z.~ ·\.-::l PLANNING DATE DRWN BY· PROJECT NO. DRAWING NO, ·- SmithCunsu i i:ir 1:J Architects IRVINE' CA 9Z618 949.38/.1323 RIDGELA.COM DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CHKD BY: RS SOP 16-15 498-6L CITY APPROVAL I 3.4 PIPING A. Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving is permitted under asphalt pavement. B. Cutting or breaking of existing pavement is not permitted. C. Carefully inspect all pipe and fittings before installation, removing dirt, scale, burrs and reaming. Install pipe with all markings up for visual inspection and verification. D. 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 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 billing. 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 non-hardening pipe dope on all threaded 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 have a Leemco joint restraint system installed on all fittings in lieu of thrust blocks. 3.5 CONTROLLER A. The exact location of the controller shall be approved by the 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. 3.6 CONTROL WIRING A Law voltage control wiring shall occupy the same trench and shall be installed along the same route as the pressure supply lines whenever possible. B. 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. All connections shall be of an approved type and shall occur in a valve box. Provide an 18-inch service loop at each connection. D. 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. E. A continuous run of wire shall be used between a controller and each remote control valve. Under no circumstances shall splices be used without prior approval. F. Pull boxes far 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. 3.7 VALVES A. Automatic control valves, manual valves, gale 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. D. Valves to be installed in valve boxes shall be installed one valve per box. 3.8 VALVE BOXES A. Valve boxes shall be installed in shrub areas whenever possible. B. Each valve box shall be installed on a foundation of 3/4 inch gravel backfill, 3 cubic feet minimum. Valve boxes shall be installed with their lops 1/2 inch above the surface of surrounding finish grade in lawn areas and 2 inches above finish grade in ground cover areas. 3.9 BASKET STRAINER A. Install basket strainer unit. B. Install basket strainer al location approved in the field and at height required by local codes. 3.10 SPRINKLER HEADS A. Sprinkler heads shall be installed. B. 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 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 waler used to flush out the lines and risers. B. Sprinkler nozzles shall be installed after flushing the system has been completed. 3.13 ADJUSTING THE SYSTEM A. Contractor shall adjust valves, align heads, and check coverage of each system prior to coverage test. B. If it is determined by the Architect or Owner's authorized representative that additional adjustments or nozzle changes will be required to provide proper coverage, all necessary changes or adjustments shall be made prior lo 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. Do not allow or cause ar1y 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. B. 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. C. 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. 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 willfully installed when it is obviously inadequate, without bringing this to the attention of the Architect. This test shall be accepted by the Architect and accomplished before starting any planting. E. 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 operation 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 32 84 00 PLANTS 32 93 00-18 Copyright 2015 Ridge Landscape Architects PART 1 -GENERAL 1 .1 SUMMARY A. Section Includes: 1. Soil Preparation. 2. Planting. 3. Slaking. 4. Hydroseeding. 5. Clean up. B. Related Sections: 1. Section 32 84 00 -Planting Irrigation 2. Section 32 92 00 -Turf and Grasses 1.2 DEFINITIONS A Backfill: The earth used to replace or the act of replacing earth in an excavation. B. Duff Layer: The surface layer of native topsoil that is compoSed of mostly decayed leaves, twigs, and detritus. C. Finish Grade: Elevation of finished surface of planting soil. D. Manufactured Topsoil; Soil produced off-site by homogeneously blending mineral soils or sand with stabilized organic soil amendments to produce topsoil or planting soil. E. Pesticide: A substance or mixture intended for preventing, destroying, repelling, or mitigating a pest. This includes insecticides, miticides, herbicides, fungicides, rodenticides, and molluscicides. It also includes substances or mixtures intended for use as a plant regulator, defoliant, or desiccant. F. Pests: Living organisms that occur where they are not desired, or that cause damage to plants, animals, or people. These include insects, mites, grubs, mollusks (snails and slugs), rodents (gophers, moles, and mice), unwanted plants (weeds), fungi, bacteria, and viruses. G. Planting Soil: Standardized topsoil; existing, native surface topsoil; existing, in-place surface soil; imported topsoil; or manufactured topsoil that is modified with soil amendments and perhaps fertilizers to produce a soil mixture best for plant growth. H. Root Flare: Also called "trunk flare." The area at the base of the plant's stem or trunk where the stem or trunk broadens to form roots; the area of transition between the root system and the stem or trunk. I. Subgrade: Surface or elevation of subsoil remaining after excavation is complete, or the top surface of a till or backfill before planting soil is placed. J. Subsoil: All soil beneath the topsoil layer of the soil profile, and typified by the lack of organic matter and soil organisms. K. Surface Soil: Soil that is present al the top layer of the existing soil profile al the Project site. In undisturbed areas, !he surface soil is typically topsoil; but in disturbed areas such as urban environments, the surface soil can be subsoil. 1.3 ACTION SUBMITTALS A. Product Data: 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. For each type of product indicated, including soils. 1. Plant Materials: Include quantities, sizes, quality, and sources for plant materials. 2. Pesticide and Herbicides: Include product label and manufacturer's application instructions specific to the Project. 3. Plant Photographs: Include color photographs in digital format of each required species and size of plant material as it will be furnished to the Project. Take photographs from an angle depicting true size and condition of the typical plant to be furnished. Include a scale rod or other measuring device in each photograph. For species where more than 20 plants are required, include a minimum of three photographs showing the average plant, the best quality plant, and the worst quality plant lo be furnished. Identify each photograph with the full scientific name of the plant, plant size, and name of the growing nursery B. Samples of mineral and / or organic mulch. 1.4 INFORMATIONAL SUBMITTALS A Product certificates. B. Material test reports. C. Maintenance Instructions: Recommended procedures to be established by Owner for maintenance of plants during a calendar year. 1.5 OBSERVATION SCHEDULE A. Notify Architect in advance for the following inspections, according to the time specified: 1. Pre-Job conference -7 days 2. 3. 4. Final grade review -48 hours Plant material review -48 hours Plant layout review -48 hours 5. Soil preparation and planting operations review -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. 1.6 QUALITY ASSURANCE A. Soil Analysis: For each un-amended soil type, furnish soil analysis and a written report by a qualified soil-testing laboratory. 1. The soil-testing laboratory shall oversee soil sampling. 2. Report suitability of tested soil for plant growth. a. State recommendations for nitrogen, phosphorus, and potash nutrients and soil amendments to be added to produce satisfactory planting soil suitable for healthy, viable plants. b. Report presence of problem salts, minerals, or t1eavy metals; if present, provide additional recommendations for corrective action. B. Provide quality, size, genus, species, and variety of plants indicated, complying with applicable requirements in ANSI Z60.1. c. Source Quality: 1. At least 60 days prior to planting submit documentation 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 lo specifications prior to review by the Architect. 1.7 DELIVERY, STORAGE, AND HANDLING A. Do not prune trees and shrubs before delivery. Protect bark, branches, and root systems from sun scald, drying, wind burn, sweating, whipping, and other handling and tying damage. Do not bend or binci-tie trees or shrubs in such a manner as lo destroy their natural shape. Provide protective covering of plants during shipping and delivery. Do not drop plants during delivery and handling. B. Handle planting stock by root ball. C. Deliver plants after preparations for planting have been completed, and install immediately. If planting is delayed more than six hours after delivery, set plants and trees in their appropriate aspect (sun, filtered sun, or shade), protect from weather and mechanical damage, and keep roots moist. D. Deliver fertilizer lo site in original unopened containers bei'iing manufacturer's guaranteed chemical analysis, name, trade mark, and conformance to State law. E. Provide copies of receipts far all amendments specified in these specifications or in the agronomic Soils Report. F. 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. G. Protect plant material during delivery to prevent damage to root ball or desiccation of leaves. H. Notify Architect 7 days in advance of delivery of plant materials and submit itemization of plants in each delivery. I. Store plants in shade and protect from weather. J. Maintain and protect plant material in a healthy, vigorous condition. K. Exercise care in handling, loading, unloading and storing of plant materials. Replace damaged materials. 1.8 WARRANTY A. Special Warranty: Installer agrees to repair or replace plantings and accessories that fail in materials, workmanship, or growth within specified warranty period. 1. Warranty Periods from date of end of 90-day maintenance period: a. Trees: 12 months. b. Shrubs, Vines, Ornamental Grasses, Ground Covers, Biennials, and Perennials: 90 days. c. Annuals: 90 days. 1.9 MAINTENANCE SERVICE A. Initial Maintenance Service: Provide maintenance by skilled employees of landscape Installer. Maintain as required in Part 3. Begin maintenance immediately after plants are installed and continue until plantings are acceptably healthy and well established but for not less than maintenance period below. 1. Maintenance Period for Trees and Shrubs: 90 days from date of Substantial Completion. 2. Maintenance Period for Ground Cover and Other Plants: 90 days from date of Substantial Completion.Revise minimum maintenance period in subparagraphs below to suit Project. B. 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. Continue maintenance until acceptable ta the Owner. C. Provide sufficient numbers of workers and adequate equipment to perform work during maintenance period. D. 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. E. Request an inspection to begin maintenance period after all planting and related work has been completed in accordance with other contract documents. Maintenance period commences as described in wrilten notification by the Owner. F. Prior to commencement of maintenance period, ensure that all ground cover 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. G. 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. H. 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. I. 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. J. Replacement: Replace materials found to be dead, missing or in poor condition during the maintenance period immediately. The Architect is the sole judge of U1e 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. K. Prior to date of final inspection, acquire approved reproducible prints and finally record from the job record sel, all cl1anges made during construction and deliver them to Architect. L. Deliver guarantees to Architect. PART 2 -PRODUCTS 2.1 PLANT MATERIAL A. General: Furnish nursery-grown plants true to genus, species, variety, cultivar, stem form, shearing, and other features indicated in Plant Legend shown on Drawings and complying with ANSI Z60.1. Provide plant materials in accordance with the 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. B. Size of plants will comply with ANSIZ60.1 and 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 to the measurements specified in the plant list. If approved by the Owner, larger sized plants may be used. If larger plants are approved for use, the ball of earth or spread of roots for each plant will be increased proportionately. C. 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. D. Pruning: Do not prune, trim, top or alter the shape of trees or plants except as approved. E. Provide plant material true lo 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). F. Nursery Grown and Collected Stock: Grow ·under climatic conditions similar to tt1ose 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 homogenous soil sections. G. 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. If formal arrangements or consecutive order of plants is shown on Drawings, select stock for uniform height and spread to assure symmetry in planting. H. 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. 2.2 INORGANIC SOIL AMENDMENTS A. The following soil amendments 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. Soil Sulfur: Agricultural grad sulfur containing minimum of 99 percent sulfur expressed as elemental. C. Iron Sulfate: 20 percent iron expressed as metallic iron, derived from ferric and ferrous sulfate, 1 O percent sulfur expressed as elemental. D. Agricultural Gypsum: Minimum 98 percent calcium sulfate, Calcium Carbonate: 95 percent lime as derived from oyster shells. 2.3 ORGANIC SOIL AMENDMENTS A. The following soil amendments 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. 2.4 FERTILIZERS A. The following soil amendments are to be used for bid purposes only. Specific amendments and fertilizer will be selected and specified ;cifter rough grading operations are complete and Contractor has had soil samples tested. B. Planting FertiliZer: Granular or pelleted fertilizer consisting of the following percents by weight and mixed by commercial fertilizer supplier: 1. Composition: 6 percent nitrogen, 20 percent phosphorous, and 20 percent potash, by weight. C. Planting Tablets: Provide slow-release type with potential acidity of not more than 5 percent by weight containing the following percent by weight of nutrients listed: 1. Size: 21 gram tablets manufactured by Agriform, or approved equal. 2. Nutrient Composition: 20 percent nitrogen, 10 percent phosphoric acid, and 5 percent potash, 2.6-combined calcium, 1.6 combined sulfur, 0.35-iron elemental from ferrous sulfate, by weight plus micronutrients. D. 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-polash. E. Sulfate of potash: 0-0-50. F. Single super-phosphate: Commercial product containing 18 to 20 percent available Phosphoric Pentoxide, or other approved. G. Urea formaldehyde: 38-0-0. 2.5 PLANTING SOILS A. Planting Soil (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 saturalion 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. 2.6 PLANTER MIX A Planter Mix for all on-structure planters and plant container: provide custom topsoil ("Disney") Mix by Earth Works Soil Amendments, Inc., (951) 782-0260, to include the following pre-blended items: 85 percent sandy loam topsoil 15 percent peat moss 0.5 pounds/ cy Triple Super Phosphate (0-45-0) 0.25 pounds/ cy Potassium Sulfate (0-0-50) 1.0 pound/cy Agricultural Gypsum 0.2 pounds/cy P.A.M. (soil aggregating polymer} B. Roofdeck Soil Mix 1. On-structure Planter Soil (Mix "A'') -(bottom of planter to 8-inches below finish grade) -per cubic yard of mix. a. 80% Over-structure Planter Sand (optional -100% sand if weight is not a consideration). b. 20% pumice ( optional no pumice). c. 2 lbs. Nitroform (38-0-0, 27% WIN). d. 2 lbs. 12-12-12 General Planting Fertilizer. e. 1 lb. iron sulfate. f. 2 lbs. dolomite lime. g. 2 lbs. calcium carbonate limestone. h. Thoroughly blend mix before placing soil in 12" lightly compacted lifts. 2. On-structure Planter Soil (Mix "B")-(8-inch layer -place on top of On-structure Planter Soil (Mix "A") up to finish grade)- per cubic yard of mix: a. 70% Over-structure Planter Sand. b. 30% Organic Amendment c. 2 lbs. Nitroform (38-0-0, 27% WIN). d. 1 lb. iron sulfate. e. 2 lbs. dolomite lime. f. 2 lbs. calcium carbonate limestone. g. Thoroughly blend soil mix before placing soil in one lightly compacted lift. 3. Over-structure Planter Sand: a. Washed nursery sand which meets following U.S. Standard Sieve criteria: Sieve No. (U.S. Standard) Weight Percent Passing 10 100 18 100 35 60 100 140 270 92 16 2.1 1.3 0.1 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" DATE RLA#---EXP.---- REVIEWED BY: INSPECTOR DATE , , , , p", ,ITiFffITfITIT;, ""7'""'7""'1 u:,:,=1 1mnmw:w c; i C' ±Cc',, i<,, i·c: l lH ::;iHiii'cii<i<''''·' ~ CITY OF CARLSBAD ~ ~--+---+-----------------+--~r----+----+------1~r----P_LA_N_N_IN_G_D_IV_IS_I_ON ___ ~L!!_j ,,n~r¢~,~~;,ij ; . .a ·•sp !I' ;;W'''' "'''"'1!ii!i ;. , " . ,: SmithCm,s,1iLirnJ Architects 8841 RESEARCH DR SUITE 200 IRVINE' CA i2618 949.387.1323 RIDGELA.COM DATE INITIAL DESIGNER OF WORK 0ATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: CARLSBAD OAKS LOT 5 LOT 5, CARIBOU COURT LANDSCAPE SPECIFICATIONS I APPROVED: 1~1 ~-ct\~ ~-~-\"1 PLANNING DATE DRWN BY' PROJECT NO. DRAWING NO. CHKD BY: RS SOP 16-15 498-6L r ---------------- 2.7 MULCHES A. Organic 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 malerials will be deemed unacceptable. Recycled construction materials will not be permitted. 2.8 HYDROSEEDING FIBER MULCH A. 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 g 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 H20 per 100 grams of fiber) 1150 minimum. HYDROSEEDING ADDITIVE (BINDER) B. Provide Ecology Control-M-Binder organic seeding additive. 2.9 GUYING AND STAKING MATERIALS A. 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. B. Ties: Provide cinch ties, size corresponding to tree box size as manufactured by VIT Company or other approved. 2.10 LANDSCAPE EDGINGS A. Wood Edging: 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 slakes at intervals of not more than 5 feet. Cut stakes level and set below top of headerboards. 2 On sharp turns and curves, four 1/2 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. B. Steel Edging: Standard commercial-steel edging, rolled edge, fabricated in sections of standard lengths, with loops stamped from or welded to face of sections to receive stakes. C. Aluminum Edging: Standard-profile extruded-aluminum edging, ASTMB221, Alloy 6063-T6, fabricated in standard lengths with interlocking sections with loops stamped from face of sections to receive stakes. D. Plastic Edging: Standard black polyethylene or vinyl edging, horizontally grooved, extruded in standard lengths, with 9-inch steel stakes. E. Concrete Mowstrip: 6 inch wide by 6 inch thick concrete mowstrip with 1/2 inch tooled edging and #3 continuous rebar. 2.11 MISCELLANEOUS PRODUCTS A. Sand: Provide washed silica sand. B. Tree Paint: Provide Morrison Tree Seal, Cabot Tree Paint or other approved. C. Water: Provide clean, potable water. D. Root Barrier: Provide UB24-2 by Deep Root Corporation, (800) 458-7668. Install at all trees within 5 feet 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 1/2 inch above finish grade. Provide linear root barrier adjacent to paving or curbing; root barrier shall not circle the rootball. 2.12 QUALITY CONTROL A. Provide standard, approved and first-grade quality materials, in prime condition when installed and accepted. Deliver commercially processed and packaged materials 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. PART 3 -EXECUTION 3.1 EXAMINATION A. Obtain certification that final grades to 1/10 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. 3.2 PLANTING AREA ESTABLISHMENT A. Soil Preparation: After proper finish grades have been verified or established, cross-rip all planting areas to a depth of 12 inches, 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: 1. Nitrogen stabilized organic amendment: 4 cubic yards 2. 16-16-16 Commercial Fertilizer: 15 lbs. 3. Agricultural Gypsum: 100 lbs. 4. Soil Sulfur: 20 lbs. B. 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. C. Finish Grading: 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. D. Pre-Plant Weed Control: 1. After irrigation system is operational, 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 10 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. 3_3 PLANTING INSTALLATION A. General: 1. The irrigation system shall be operational and approved prior to planting. 2. Perform actual planting only during those periods when weather and soil conditions are suitable and in accordance with locally accepted practice, as approved. 3. Distribute in planting areas only as many plants as can be planted and watered that same day. 4. Ensure.that containers which are opened and plants removed are handled wilh 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. B. Layout: 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. 3.4 EXCAVATION FOR TREES AND SHRUBS A. Planting Pits and Trenches: Excavate circular planting pits with sides sloping inward at a 45-degree angle. Trim perimeter of bottom leaving center area of bottom raised slightly to support rootball and assist in drainage away from center. Do not further disturb base. Ensure that rootball will sit on undisturbed base soil to prevent settling. Scarify sides of planting pit smeared or smoothed during excavation. B. Excavate approximately two times as wide as rootball diameter. 1. Do not excavate deeper than depth of the rootball, measured from the root flare to the bottom of the rootball. C. Subsoil and topsoil removed frolll excavations may be used as planting soil backfill. D. Strip and stack approved excavation for planting which is encountered within areas for trenches, tree holes, plant pits and planting beds. E. Remove from site excess soil generated from planting holes and not used for backfilling. F. Protect areas from excessive compaction when trucking plants or other materials to planting areas. 3-5 TREE, SHRUB, AND VINE PLANTING. A. Before planting, verify that root flare is visible at top of root ball according to ANSI Z60.1. B. Remove stem girdling roots and kinked roots. Remove injured roots by culling cleanly; do not break. C. Set stock plumb and in center of planting pit or trench with root flare 1 inch above adjacent finish grades. 1. Use planting soil for backfill. 2. Container Grown: Cut cans on two sides with acceptable can cutter only. Carefully remove rootball from without damaging rootball or plant. Superficially loosen edge roots on three sides after removing from can. container 3. Boxed Trees: Remove bottom of plant boxes before planting. Remove sides without damage to rootball after positioning plant and partially backfilling. 4. Face plants with fullest growth into prevailing wind. 5. Backfill planls with: 6 parts by volume on-site soil, 4 parts by volume organic amendment, 1 pound 6-20-20 fertilizer mix per cubic yard of mix, 2 pounds iron sulfate per cubic yard of mix. Nole: This is for bid purposed only. Specific backfill recommendations are made as a result of the soils testing described on the planting plan. 6. Backfill around rootball in layers, tamping to settle soil and eliminate voids and air pockets. Hold plant rigidly and plumb until soil has been firmed around ball or roots. Raise all plants which settle deeper than the surrounding grade. When planting pit is approximately one-half filled, add water to the top of the planting pit and thoroughly saturate rootball and adjacent soil. 7. Set planting tablets with each plant on top of rootball while plants are still in their containers so the required of tablets can be verified. After water has completely drained, place planting tablets as follows or in amounts recommended in soil reports from soil-testing laboratory. 1 tablet per 1-gallon container 2 tablets per 5-gallon container 3 tablets per 15-gallon container 4 tablets per 24-inch box 6 tablets per 36-inch box 8 tablets per 48-inch box Place tablets beside the rootball about 1-inch from root tips; do not place tablets in bottom of the hole. number 8. Continue backfilling process. 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. Water again after placing and tamping final layer of soil. 9. 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. 10. Stake or guy trees immediately after planting. Install stakes plumb. 11. Do not bring iron sulfate into contact with concrete surfaces due to potential staining Contractor is responsible for cleaning and replacing stained surfaces. D. When planting on slopes, set the plant so the root flare on the uphill side is flush with the surrounding soil on the slope; the edge of the rootball on the downhill side will be above the surrounding soil. Apply enough soil to cover the downhill side of the rootball. 3.6 TREE, SHRUB, AND VINE PRUNING A. Remove only dead, dying, or broken twigs or branches. Do not prune for shape. Pruning may not be done prior to delivery of plants. Paint cuts over 3/4 inch in diameter with tree paint. B. Prune, thin, and shape trees, shrubs, and vines according to standard professional horticultural and arboricultural practices. Unless otherwise indicated by Architect, do not cut tree leaders; remove only injured, dying, or dead branches from trees and shrubs; and prune to retain natural character. 3.7 GROUNDCOVER AND OTHER SMALL CONTAINER PLANTING A. Set out and space ground cover and plants from flats or containers smaller than 1-gallon as indicated on planting plan in even rows with triangular spacing. B. Ensure that groundcover remains in the flats until transplanting. Flats' soil must contain sufficient moisture so it will not fall apart when lifting plants. C. Use planting soil for backfill. Plant each rooted plant with its proportionate amount of flat soil. D. Dig holes large enough to allow spreading of roots. E. Work soil around roots to eliminate air pockets and leave a slight saucer indentation around plants to hold water. F. Water thoroughly after planting, taking care not to cover plant crowns with wet soil. G. Protect plants for damage and trampling. 3.8 HYDROSEEDING: A. Install large trees and shrubs (5 gallon and larger) if they occur in hydroseeded areas. B. Install trees and shrubs (1 gallon) and groundcovers from flats if they occur in hydroseeded areas. C. Provide seed mixes as shown on plan. D. Apply hydroseed by an approved hydro-mulch company. E. Apply in a form of slurry consisting of cellulose fiber, see, 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. F. 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 1/3 filled with water. By the time the tank is 2/3 to 3/4 full, all mulch shall be in. Commence spraying immediately when tank is full. G. Spray 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. H. Remove slurry not used within two hours from the site. I. Fill out the daily worksheets by the nozzle main 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. J. 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. K. After application of hydro-mulch, wash excess material from previously planted materials and architectural features. Avoid washing or eroding mulch materials. L. Ensure that application equipm8nt has a built-in agitation system and operating capacity sufficient lo agitate, suspend and mix a slurry containing not less than 40 pounds of fiber mulch plU!'i a combined total of 7 pounds fertilizer solids for each 100 gallons of water. M. 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 requirements 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. N. Hydraulic equipment used for pesticide applications shall consist of a clean 150 gallon capacity fiberglass tank, complete with mechanical agitation. Pump volume shall be 10 gallons per minute, while operating at a pressure of 100 pounds per square inch. Distribution lines shall be large enough to carry the volume of water necessary for even chemical distribution. Spray nozzle must cover a 15-foot swath, with a minimum output of 5 gallons per minute at 80 pounds per square inch. 3_9 PLANTING AREA MULCHING A. Mulch backfilled surfaces of planting areas with 2 inch layer of mulch except 2: 1 slopes, hydroseeded and turf areas. 3.10 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.Leave the site in a broorn~clean condition and wash down all paved areas within the project site. Leave walks in a clean and safe condition. 3_ 11 LANDSCAPE MAINTENANCE A. Weed and cultivate all areas at intervals of not more than·-iO 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 lhe lawn where normal turf growth is not evident. 3_12 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 Book. 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 lhe 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 approve 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 the end of first 30 days of maintenance period -6 pounds per 1,000 square feet with top dress fertilizer. 3 Al end of maintenance period and at 30 day intervals should maintenance period by extended for any reason -6 pounds per 1,000 square feet with fertilizer mix. 4. Avoid applying fertilizer to the rootball and base of main stem; rather, spread evenly under plant to dripline. 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 feel 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. 3.13 GROUND COVER CARE A. Weed control: Control weeds, preferably with pre-emergent herbicides, but also by hand or with selective systemic herbicides. 8841 RESEAR(H DR SUIIE 20D Smith __::__,n;uli_!rrJ Architects DATE INITIAL 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 groundcover to keep in bounds. E. Replace dead and missing plants. 3_14 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. Peliorm 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. 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 preferable in the Fall of the year, but othervvise 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. 3.15 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. Make all repairs within one watering period. END OF SECTION 32 93 00 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" RLA# EXP. DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ PLANNING DIVISION DATE INITIAL DATE INITIAL LANDSCAPE IMPROVEMENT PLANS FOR: CARLSBAD OAKS LOT 5 LOT 5, CARIBOU COURT LANDSCAPE SPECIFICATIONS I APPROVED: ~m ~a\-ce>-\ ",-Z-~j, i PLANNING DATE DRWN BY· PROJECT NO. DRAWING NO. I IRVINE, (A 92618 949.387.1323 RIDOElA.CDM DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: RS SOP 16-15 498-6L / I ---------------------------------------------------------------------------------------------------------------------------------------------- SOIL PREPARATION 329113-6 Copyright 2015 Ridge Landscape Architects SECTION 32 9113 -SOIL PREPARATION PART 1 -GENERAL 1.1 SUMMARY A. Section includes planting soils specified by composition of the mixes. 8. Related Requirements: 1. Section 31 10 00 Site Clearing for topsoil stripping and stockpiling. 2. Section 32 97 00 Vegetated Roof Assemblies for growing media (soil). 1.2 DEFINITIONS A. Duff Layer: A surface layer of soil, typical of forested areas, that is composed of mostly decayed leaves, twigs, and detritus. B. lrnported Soil: Soil that is transported to Project site for use. C. Manufactured Soil: Soil produced by blending soils, sand, stabilized organic soil amendments, and other materials to produce planting soil. D. Planting Soil; Existing, on-site soil; imported soil: or manufactured soil that has been modified as specified with soil amendments and perhaps fertilizers to produce a soil mixture best for plant growth. E. Subgrade: Surface or elevation of subsoil remaining after excavation ls complete, or the top surface of a till or backfill before planting soil is placed. F. Subsoil: Soil beneath the level of subgrade; soil beneath the topsoil layers of a naturally occurring sail profile, typified by less than 1 percent organic matter and few soil organisms. G. Surface Soil: Soil that is present al the tap layer of the existing soil profile, In undisturbed areas, surface soil is typically called "topsoil"; but in disturbed areas such as urban environments, the surface soil can be subsoil. H. USCG: U.S. Composting Council. 1.3 PREINSTALLATION MEETINGS A. Preinstallation Conference: Conduct conference at Project site. 1.4 ACTION SUBMITTALS A. Product Data: For each type of product. B. LEED Submittals:. 1. Product Certificates for Credit MR 5: For products and materials required to comply with requirements for regional materials, certificates indicating location of material manufacturer and point of extraction, harvest, or recovery for each raw material. Include statement indicating distance to Project, cost for each regional material, and fraction by weight that is considered regional. C. Samples: For each bulk-supplied material in sealed containers labeled with content, source, and date obtained; providing an accurate representation of composition, color, and texture. 1.5 INFORMATIONAL SUBMITTALS A. Field quality-control reports. 1.6 QUALITY ASSURANCE A. Testing Agency Qualifications: An independent, state-operated, or university.Operated laboratory; experienced in soil science, soil testing, and plant nutrition; with the experience and capability to conduct the testing indicated; and that specializes in types of tests lo be performed. PART 2 -PRODUCTS 2.1 MATERIALS A. Regional Materials: Imported soil, manufactured planling soil, and soil amendments and fertillzers shall be manufactured within 500 miles of Project site from materials that have been extracted, harvested, or recovered, as well as manufactured, within 500 miles of Project site. 2.2 PLANTING SOILS SPECIFIED BY COMPOSITION A. Planting Soil Type: Existing, on-site surface soil, with the duff layer, if any, retained; modified to produce viable planting soil. Blend existing, on-site surface soil with the following soil amendments and fertilizers in the following quantities to produce planting soil. B. Planting-Soil Type: Imported, naturally formed soil from off-site sources and consisting of sandy loam soil according to USDA textures; and modified to produce viable planting soil. 1. Sources: Take imported, unamended soil from sources that are naturally well•drained sites where topsoil occurs at least 4 inches deep, not from agricultural land, bogs, or marshes; and that do not contain undesirable organisms; disease-causing plant pathogens; or obnoxious weeds and invasive plants including, but not limited to, quackgrass, Bermuda grass, poison oak, nutsedge, Canada thistle, bindweed, bentgrass, ground ivy, perennial sorrel, and bromegrass. 2. Additional Properties of Imported Soil before Amending: Soll reaction of pH 6 to 7 and minimum of 4 percent organic-matter content, friable, and with sufficient structure to give good tilth and aeration. 3. Unacceptable Properties: Clean soil of the following: a. Unacceptable Materials: Concrete slurry, concrete layers or chunks, cement, plaster, building debris, oils, gasoline, diesel fuel, paint thinner, lurpentine, tar, roofing compound, acid, and other extraneous materials that are harmful to plant growth. b. Unsuitable Materials: Stones, roots, plants, sod, clay lumps, and pockets of coarse sand that exceed a combined maximum of 8 percent by dry weight of the imported soil. c. Large Materials: Stones, clods, roots, clay lumps, and pockets of coarse sand exceeding 2 inches in any dimension. 4. Amended Soil Composition: Blend imported, unamended soil with the soil amendments and fertilizers in the quantities as recommended in the soils report to produce planting soil. C. Planting~Soil Type: Manufactured soil consisting of manufacturer's basic topsoil blended in a manufacturing facility with sand, stabilized organic soil amendments, and other materials to produce viable planting soil. 1. Additional Properties of Manufacturer's Basic Soil before Amending: Soil reaction of pH 6 to 7 and minimum of 4 percent organic-matter content, friable, and with sufficient structure la give good tilth and aeralion. 2. Unacceptable Properties: Manufactured soil shall not contain the following: a. Unacceptable Materials: Concrete slurry, concrete layers or chunks, cement, plaster, building debris, oils, gasoline, diesel fuel, paint thinner, turpentine, tar, roofing compound, acid, and other extraneous materials that are harmful to plant growth. b. Unsuitable Materials: Stones, roots, plants, sod, clay lumps, and pockets of coarse sand that exceed a combined maximum of 5 percent by dry weight of the manufactured soil. c. Large Materials: Stones, clods, ~oats, clay lumps, and pockets of coarse sand exceeding 2 inches in any dimension. 3. Blend manufacturer's basic soil with ~oil amendments and fertilizers in the quantities as recommended by the soils report to produce planting soil. 2.3 INORGANIC SOIL AMENDMENTS A. Lime: ASTM C 602, agricultural liming material containing a minimum of 80 percent calcium carbonate equivalent and as follows: 1. Class: T, with a minimum of 99 percent passing through a No. 8 sieve and a minimum of 75 percent passing through a No. 60 sieve. 2. Class: 0, with a minimum of 95 percent passing through a No. 8 sieve and a minimum of 55 percent passing through a No. 60sieve. 3. Form: Provide lime in form of ground mollusk shells. B. Sulfur: Granular, biodegradable, and containing a minimum of 99 percent elemental sulfur, with a minimum of 99 percent passing through a No. 6 sieve and a maximum of 10 percent passing through a No. 40 sieve. C. Iron Sulfate: Granulated ferrous sulfate containing a minimum of 20 percent iron and 10 percent sulfur. D. Perlite: Horticultural perlite, soil amendment grade. E. Agricultural Gypsum: Minimum 98 percent calcium sulfate, finely ground with 90 percent passing through a No. 50 sieve. F. Sand: Clean, washed, natural or manufactured, free of toxic materials, and according to ASTM C 33/C 33M. 2.4 ORGANIC SOIL AMENDMENTS A. Compost Well-composted, stable, and weed-free organic matter produced by composting feedstock, and bearing USCC's "Seal of Testing Assurance," and as follows: 1. Feedstock: Limited to leaves. 2. Reaction: pH of 6.0 to 7 .5. 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. Moisture Content: 35 to 55 percent by weight. 5. Organic-Matter Content 30 to 40 percent of dry weight. 6. Particle Size: 95 to 100 percent passing through a 6.33 mm standard sieve; 80 to 100 percent passing through a 2.33 mm sieve 7. Iron Content: Minimum 0.08 percent dilute acid soluble Fe on dry weight basis. 8. Ash: 0 to 6 percent dry weight. A. Sphagnum Peat: Partially decomposed sphagnum peat moss, finely divided or of granular texture with 100 percent passing through a 1/2 inch sieve, a pH of 3.4 to 4.8, and a soluble-salt content measured by electrical conductivity of dS/m. B. Wood Derivatives: Shredded and composted, nitrogen-treated sawdust, ground bark, or wood waste; of uniform texture and free of chips, stones, sticks, soil, or toxic materials. C. Manure: Well-rotted, unleached, stable or cattle manure containing not more lhan 25 percent by volume of straw, sawdust, or other bedding materials; free of toxic substances, stones, sticks, soil, weed seed, debris, and material harmful to plant growth. 2.5 FERTILIZER A. 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. B. 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, 1.60 combined sulphur, 0.35-iron elemental from ferrous sulfate. Provide in 21 gram tablets manufactured by Agriform or other approved. PART 3 -EXECUTION 3.1 GENERAL A. Place planting soil and fertilizers according lo requirements in other Specification Sections. B. Verify that no foreign or deleterious material or liquid such as paint, paint washout, concrete slurry, concrete layers or chunks, cement, plaster, oils, gasoline, diesel fuel, paint thinner, turpentine, tar, roofing compound, or acid has been deposited in planting soil. 3.2 PREPARATION OF UNAMENDED, ON-SITE SOIL BEFORE AMENDING A. Excavation: Excavate soil from designated area(s) to a depth of 6 inches and stockpile until amended. B. Unacceptable Materials: Clean soil of concrete slurry, concrete layers or chunks, cement, plaster, building debris, oils, gasoline, diesel fuel, paint thinner, turpentine, tar, roofing compound, acid, and other extraneous materials that are harmful to plant growth. C. Unsuitable Materials: Clean soil to contain a maximum of 8 percent by dry weight of stones, roots, plants, sod, clay lumps, and pockets of coarse sand. D. Screening: Pass unamended soil through a 2-inch sieve to remove large materials. 3.3 PLACING AND MIXING PLANTING SOIL OVER EXPOSED SUBGRADE A. General: Apply and mix unamended soil with amendments on-site to produce required planting soil. Do not apply materials or till if existing soil or subgrade is frozen, muddy, or excessively wet. B. Subgrade Preparation: Till subgrade to a minimum depth of 12 inches. Remove stones larger than 1 inch in any dimension and sticks, roots, rubbish, and other extraneous matter and legally dispose of them off Owner's property. C. Mixing: Spread unamended soil to total depth of 6 inches, but not less than required to meet finish grades after mixing with amendments and natural settlement. Do not spread if soil or subgrade is frozen, muddy, or excessively wet. 1. Amendments: Apply soil amendments and fertilizer, if required, evenly on surface, and thoroughly blend them with unamended soil to produce planting soil. a. Mix sulfur with dry soil before mixing fertilizer. b. Mix fertilizer with planting soil no more than seven days before planting. 2. Lifts: Apply and mix unamended soil and amendments in lifts not exceeding 12 inches in loose depth for material compacted by compaction equipment, and not more than 6 inches in loose depth for material compacted by hand-operated tampers. D. Compaction: Compact each blended lift of planting soil to 75 to 82 percent of maximum Standard Proctor density according lo ASTM D 698 and tested in-place. E. Finish Grading: Grade planting sail to a smooth, uniform surface plane with loose, uniformly fine texture. Roll and rake, remove ridges, and fill depressions to meet finish grades. 3.4 PLACING MANUFACTURED PLANTING SOIL OVER EXPOSED SUBGRADE A. General: Apply manufactured soil on-site in its final, blended condition. Do not apply materials or till if existing soil or subgrade is frozen, muddy, or excessively wet. B. Subgrade Preparation: Till subgrade to a minimum depth of 12 inches. Remove stones larger than 1 inch in any dimension and sticks, roots, rubbish, and other extraneous matter and legally dispose of them off Owner's prop,;rty. C. Application: Spread planting soil to total depth of 6 inches, but not less than required to meet finish grades after natural settlement. Do not spread if soil or subgrade is frozen, muddy, or excessively wet. 1. Lifts: Apply planting soil in lifts not exceeding 12 inches in loose depth for material compacted by compaction equipment, and not more than 6 inches in loose depth for material compacted by hand-operated tampers. D. Compaction: Compact each lift of planting soil to 75 to 82 percent of maximum Standard Proctor density according to ASTM D 698. E. Finish Grading: Grade planting soil to a smooth, uniform surface plane with loose, uniformly fine texture. Roll and rake, remove ridges, and fill depressions to meet finish grades. 3.5 BLENDING PLANTING SOIL IN PLACE A. General: Mix amendments with in-place, unamended soil to produce required planting soil. Do not apply materials or till if existing soil or subgrade is frozen, muddy, or excessively wet. B. Preparation: Till unamended, existing soil in planting areas to a minimum depth of 12 inches. Remove stones larger than 1 inch in any dimension and sticks, roots, rubbish, and other extraneous matter and legally dispose of them off Owner's property. C. Mixing: Apply soil amendments and fertilizer, if required, evenly on surface, and thoroughly blend them into full depth of unamended, in-place soiMo produce planting soil. · 1. Mix sulfur wilh dry soil before mixing fertilizer. 2. Mix fertilizer with planting soil no more than seven days before plantir1g. D. Compactior1: Compact blended planting soil to 75 to 82 percent of maximum Standard Proc,or density according to ASTM D 698. E Finish Grading: Grade planting soil to a smooth, uniform surface plane with loose, uniformly fine texture. Roll and rake, remove ridges, and fill depressions lo meet finish grades. 3.6 APPLYING COMPOST TO SURFACE OF PLANTING SOIL A Application: Apply 6 inchs to surface of in-place planting soil. Do not apply materials or till if existing soil or subgrade is frozen, muddy, or excessively wet. B Finish Grading: Grade surface to a smooth, uniform surface plane with loose, uniformly fine texture. Roll and rake, remove ridges, and fill depressions to meet finish grades. 3.7 PROTECTION AND CLEANING A Protection Zone: Identify protection zones according to Section 015639 "Temporary Tree and Plant Protection." B Protect areas of in-place soil from additional compaction, disturbance, and contamination. Prohibit the following practices within these areas except as required to perform planting operations: 1. Storage of construction materials, debris, or excavated material. 2. Parking vehicles or equipment. 3. Vehicle traffic. 4. Foot traffic. 5. Erection of sheds or structures. 6. lmpoundment of water. 7. Excavation or oiher digging unless otherwise indicated. C. Remove surplus soil and waste material including excess subsoil, unsuitable materials, trash, and debris and legally dispose of them off Owner's property unless otherwise indicated. 1. Dispose of excess subsoil and unsuitable materials on-site where directed by Owner. END OF SECTION 32 91 13 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUil T" DATE RLA#---EXP. ____ _ REVIEWED BY: INSPECTOR DATE fsHml CITY OF CARLSBAD ~ 1---+-----1-----------------+---+-----lf------l-----l ~ PLANNING DIVISION ~ :==='--'============'....'.::::=~ LANDSCAPE IMPROVEMENT PLANS FOR: Smith::, _,;i:.;,11 ti r l'J Architects 8841 RESEARCH UR SUITE 200 IRVINE• CA 92618. 949.387.1323 RI0G[LA.COM 1 DA TE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CARLSBAD OAKS LOT 5 LOT 5, CARIBOU COURT LANDSCAPE SPECIFICATIONS I APPROVED: ~q,~\4 s.-Z--S.-1-J DATE PLANNING DRWN BY: PROJECT NO. DRAWING NO. CHKD BY: RS SOP 16-15 498-6L I