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HomeMy WebLinkAboutDWG 480-2L; SUP 13-03; VIASAT-BUILDING 10; 01-38DEPARTMENT OF ENVIRONMENTAL HEALTH RECYCLED WATER STANDARD PLAN NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH HIE 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 SUBSTITUTION$ OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE OTAY WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 P.M. TO 6:00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE 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 A.M. 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 FEIT 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 HEAL TH. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL HJ. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO HIE 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 EMERGE:NCY CONTACT BOB ROTA AT (760) 476-2200. OR AFTER HOURS CONTACT BOB ROTA AT (760) 476-2200. 22. ALL PUBLIC AND PRIVAiE 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 JS 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 w,n, RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 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. RECYCLED WATER SYSTEM (PRIVATE) INSPECTION PROCEDURES VIASAT -BUILDING 10 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. 8. CONTROLLER STICKERS. C. TAGGING OF VALVES D. COVERAGE TEST AFTER COMPLE'rtON 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. L 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 1.09A. 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 nus PROJECT, THAT I HAVE EXCERCJSED 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 HEALTH 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 APPRQVAL RELATED TO LANDSCAPING. BY:~ "JA~M~E"'S77.-±I 'P.G~E,,f-:1:-,::':"::-:-c-:c-c-,===,- R.L.A. #2809 FIRM NAME AND ADDRESS: TELEPHONE NUMBER: REGISTRATION NUMBER: EXPIRATION DATE: RIDGE LANDSCAPE ARCHITECTS 8841 RESEARCH DRIVE, SUITE 200 IRVINE, CA 92618 (949) 327-1323 2809 MAY 31, 2015 OWNER NAME AND ADDRESS: VIASAT TELEPHONE NUMBER: BRESSI RANCH, LOTS 10-13 CARLSBAD, CA 92009 (760) 476-2200 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. SIGNED J R ... KEYMAP NOT TO SCALE 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 JS 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 SUBMITTING THE "FINAL LANDSCAPE CERTIFICATION FORM." A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "FINAL LANDSCAPE CERTIFICATION FORM" FAX TO: (760) 944-11943 LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602-4602 SIGNAGE NOTES I. 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 HIE INFILTRA'rtON 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, (J.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 PLASJIG:TIE-WRAP, OR 2. ATTAC!;l TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. II. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED 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 8ACKGROUND. THE SIGN SHALL SE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. 12" X 36" SIZE TYPICAL SIGNS (NJS.} 1 --WARNING RECYCLED WATER DO NOT DRINK RECYCLED WATER S AFTER CONTACTING NOS DESPUES DE U SAR .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 1" BLACK LETTERS 2" BLACK LETTERS In Order to Conserve Water ... RECYCLED WATER IN USE DONOT ®NOTOME !!? i DRINK EL AGUA WI\SH ;.w.l0$ AFTER CONTACllNQ LAVESE SUS tMNOS DESPUES DE USN{ 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS PALOMAR ,t\lRPOR'f RD Gateway Rd PROJECT U7 SITE ~ ..J " cfj 'E ,,: il Town Garden '<-0 0 = z < J iii WMl:ll flR£!!UHE flECILIUl(ORAND IIACKFLOW OEVICE PROJ '.:CT MAP LEGEND SYMBOL DESCRIPTION -----PW----POTABLE WATER SYSTEM •·•••••RW-•-•-PROPOSED IRRIGATION SYSTEM MAINLINE ~~~£~ AREA OF RECYCLED WATER USE B RECYCLED WATER IRRIGATION METER • "00 NOT DRINK" RECYCLED WATER SIGN LOCATIONS 181 BUILDING POTABLE WATER METER llEI POTABLE RIP BACKFLOW PREVENTOR llil DOUBLE CHECK DETECTOR ASSEMBLY VICINITY MAP SCALE: NOT TO SCAI.E N EB EXISTING CROSSOVER OF RCW AND PW MAIN SLEEVED PER NOTE 16 THIS SHEET r--- CX) I I ct) I 0 C\I I ~ a: -~~ '1\ PROJECT MAP SCALE: 1" = so· N EB SHEET INDEX SHEET TITLE SHEET NUMBER RECYCLED WATER I TITLE SHEET 1 HARDSCAPE PLAN 2-4 HARDSCAPE PLAN ENLARGEMENT 5 HARDSCAPE DETAILS 6 -12 IRRIGATION PLAN 13 -15 IRRIGATION LEGEND 16 IRRIGATION NOTES 17 IRRIGATION DETAILS 18-22 IRRIGATION CALCULATIONS 23 PLANTING PlAN 24 · 26 PLANTING DETAILS 27 . SPECIFICATIONS 28-32 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BU IL T" REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER. 1 • 1·· II 0'!':.2!.,,.~":!..,.BADN ) ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO . ~..,,_ .,,,.,_.,, ) .~~~~~~~-----r----f===-========:::::::::::::========:=~~~- COUNTY OF SAN DIEGO Department of Environmental Health ~ Land Use Division L'F~-- GLENN LEEKS DATE Environmental land Use Specialist HI SmithConsultlng Architects R I D G E LAHDSCAPE ARCHITECTS 8841 Research Drive Suile 200 lrvioe, CA 92618 Tel 949 387 1323 www.ridgeJa.com LA. EXP. REVIEWED BY, INSPECTOR ffi ( 4/27115 RLA CONSTRUCT;;N--;;;:;:,-; ..-, 1-l--1-\ RECYCLED WATER TITLE SHEET& -D-AT-E -'--"'--'--'--'--'--.....,, VlASAT-BUlLDlNG 10 ~. CALIFORNIA HOOII APPROVED /'L:J\ 6r-f;! l _;,ft I z -i-::; · f--f PLANNING DATE DESCRIPTION REVISIONS DWM BY LA Fi :Fl'!T NO. II DRAWINGINO. APP'D CHIW BY RS AELD BY SUP 13-03 480-2L I I ! I 0 z -' LU DIST,4NC TRIA';'Qf:. I I I ' •· '>.._, ' ' ' I , I ! ' ' 1 P1 EYMAP NOT TO SCALE 0 10 20 40 60 SmithConsulting Architects SCALE AND NORTH \ R I D G E LA 1/DSCAPE ARCHITECTS 8841 Research Drlv. Suile 200 Irvine, CA 92618 Tel 949 387 1323 www.ridgela.com L.A. REVIEWEO BY: INSPECTOR /, /, .,iW ;1/~ / "AS-BUILT" EXP. DATE DATE 1!'11•,■,. ----.I-~ ,, I J ,, ·1 .• / . / , . _, ····· C . ,, PB l '-''L.---11 CONSTRUCTION LEGEND SYMBOL DESCRIPTION DETAIL REF. 1 1 I CONSTRUCT PEDESTRIAN CONCRETE PAVING B,SHT. 6 I 2 I CONSTRUCT VEHICULAR CONCRETE PAVING 8, SHT. 6 3 } CONSTRUCT EXPANSION JOINT A, SHT. 6 (4} CONSTRUCT TOOLED CONTRACTION JOINT A. SHT. 6 (5 l CONSTRUCT SAWCUT CONTRACTION JOINT A,SHT. 6 6) CONSTRUCT HIDDEN EXPANSION JOINT A, SHT. 6 (7) CONSTRUCT CONCRETE PAVERS F, SHT. 6 Ca CONSTRUCT TRUNCATED DOME WARNING TILES C. SHT. 6 9 CONSTRUCT HANDICAP ACCESS RAMP G, SHT. 6 10 CONSTRUCT WOOD BRIDGE WITH CABLE RAIL Y, SHT. 10 11 CONSTRUCT WATER ELEMENT D, SHT. 6 12J CONSTRUCT BARBECUE COUNTER T-U, SHT. 10 13 CONSTRUCT CMU SCREEN WALL H·K, SHT. 7 (14) CONSTRUCT BUILT-IN COUCH SEATING WITH CAST-IN-PLACE CONCRETE P-S, SHT. 9 PERIMETER WALL (15 CONSTRUCT LINEAR FIRE ELEMENT E, SHT. 6 161 FURNISH & INSTALL LIGHT COLUMN V, SHT. 10 171 FURNISH & INSTALL LIGHT BOLLARD V. SHT. 10 l 18 FURNISH & INSTALL PLANT CONTAIN!;RS W, SHT. 10 1191 FURNISH & INSTALL BIKE RACK X. SHT.10 (201 SITE FURNISHINGS TO BE PROVIDED BY OWNER, TYP. .. @ SECURITY FENCING, PEDESTIAN SWING GATES & ROLLING GATES BY CC, OD, EE, OTHERS, DETAILS SHOWN FOR REFERENCE ONLY SHT. 12 @ SHADE SAIL STRUCTURE TO BE PROVIDED BY OTHERS (DESIGN/BUILD) .. THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY: <A> CONCRETE CURB PER CIVIL ENGINEER'S SHEETS ◄B> PARKING STRIPING PER ARCHITECT'S SHEETS ◄C> A.C. PAVING PER CIVI~ ENGINEER'S SHEETS ◄D> VEHICULAR CONCRETE PAVING PER CIVIL ENGINEER'S SHEETS ◄ E > UTILITY PER CIVIL ENGINEER'S SHEETS C F > 0" CURB AND CURB RAMP PER CIVIL ENGINEER'S SHEETS ,-(G) DRIVEWAY PER CIVIL ENGINEER'S SHEETS ◄ H > TRASH ENCLOSURE PER ARCHITECT'S SHEETS ◄ I > MECHANICAL ENCLOSURE PER ARCHITECT'S SHEETS '- .D AREA DRAIN PER CIVIL ENGINEER'S SHEETS {K> BIO RETENTION AREA PER CIVIL ENGINEER'S SHEETS ◄ L COBBLE RIP-RAP PER CIVIL ENGINEER'S SHEETS cM> A.C. CURB PER CIVIL ENGINEER'S SHEETS cN FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS ◄0) EXISTING CURB PER CIVIL ENGINEER'S SHEETS ® EXISTING CONCRETE PAVING PER CIVIL ENGINEER'S SHEETS @ NEW MONUMENT SIGN PER ARCHITECT'S SHEETS ◄ R) TRELLIS STRUCTURE PER ARCHITECT'S SHEETS <S) PARKING LOT LIGHT FIXTURE PER ELECTRICAL ENGINEER'S SHEETS ◄T} EXTERIOR STAIR PER ARCHITECT'S SHEETS FOR COMPLETE LEGEND, SEE SHEET 3 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. OITY OF CARLSBAD PLANNING 01Vl8ION DME BY DESCRIPTION APP'O REVISIONS APPROVED PLANNING HARDSCAPE PLAN YlASAT-BUJLDlNG 10 CARLSBAD, CALJF'ORNIA 1120011 DATE DWN BY LA Fit Li NO.. II DRAWING NO. 480-2L CHKD BY __ R_S __ FIELD BY SUP 13-03 COLOR AND FINISH SCHEDULE SYMBOL PAVING: KEY DESCRIPTION CONCRETE PAVING • TYPE A CONCRETE PAVING • TYPEB INTEGRAL COLOR CONCRETE PAVING - TYPEC INTEGRAL COLOR CONCRETE PAVING - TYPED INTEGRAL COLOR CONCRETE PAVING· TYPEE NOTE: I MANUFACTURER DAVIS COLORS (800) 356-4848 DAVIS COLORS (800) 356-4846 DAVIS COLORS (800) 356-4848 DAVIS COLORS (800) 356-4848 AN ENCROACHMENT1 PERMIT IS REQUIRED FOR ALL ENHANCED PAVEMENT WITHIN A PUBLIC EASEMENT COLOR NATURAL GRAY 'MESA BUFF' #5447 (2 LBS) 'MESA BUFF' 115447 (2 LBS) 'TAUPE' #677 (2 LBS) 'ADOBE', #61078 (4 LBS) FINISH LIGHT RETARDANT- TOP CAST #05, MEDIUM RETARDANT· TOP CAST #25, VERY LIGHT RETARDANT• TOP CAST #03 LIGHT RETARDANT· TOP CAST#05 MEDIUM RETARDANT- TOP CAST #25 KEYMAP COMMENTS TOOLED CONTRACTION JOINTS I EXPANSION JOINTS PER PLAN SAWCUT CONTRACTION JOINTS/ HIDDEN EXP. JOINTS PER PLAN SAWCUT CONTRACTION JOINTS I HIDDEN EXP. JOINTS PER PLAN SAW CUT CONTRACTION JOINTS I HIDDEN EXP. JOINTS PER PLAN M~.P.i;.I.L.e!. ...... %_ " w.. .,-.... NOTTO SCALE MATCHLINE -SEE SHEET 2 INTEGRAL COLOR CONCRETE PAVING· TYPEF PRECAST CONCRETE PAVERS DETECTABLE WARNING TILE DAVIS COLORS (800) 356-4848 ACKERSTONE MIKE MILLARD (949)241-6669 WAUSAU (800) 388-8728 'TAU PE' #677 (2 LBS) 'MESA BUFF' I 'CARMEL' 50:50 ADA 90 BLACK MEDIUM RETARDANT. TOP CAST#25 SHOT-BLAST, FM PRESSED CONCRETE SAWCUT CONTRACTION JOINTS I HIDDEN EXP. JOINTS PER PLAN ACKERSTONE COMBO CtASSIC SET SQUARE T 0 STRAIGHT EDGE· CUT TO FOLLOW CURVE RADIUS AT FLUSH CURB 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. WALLS: 0 CMU WALL WI STONE TILE CLADDING 10 20 40 SCALE AND NORTH CMU: RCP BLOCK (800) 794-4727 TILE: EMSER TILE KYLEE MIDURA (858) 455-6390 60 CMU: GRAY TILE: 'CENIA AZUL' BLUE LIMESTONE CMU: PRECISION TILE:½" X 18" X24" SmithConsulting Architects TILE COLOR AND PATTERN TO MATCH TILE ON BUILDING (VERIFY) SITE FURNISHINGS: SYMBOL KEY 0 ~ R I D G E LANDSCAPE ARCHITECTS 8841 Resear<:h Drive Suite 200 lrvine1 CA 926 i8 Tel 9493871323 www.rfdgela.com CMU WALL WI STONE TILE CLADDING & POLISHED CONCRETE COUNTERTOP DESCRIPTION PLANT CONTAINER - ROUND, 3' DIA. X 30"H PLANT CONTAINER. ROUND, 2' DIA.)( 18"H BIKE RACK CMU: RCP BLOCK (800) 794-4727 TILE: EMSER TILE KYLEE MIDURA (858) 455-6390 MANUFACTURER QUICK CRETE SCOTT ULRICH (951) 737-6240 QUICK CRETE SCOTT ULRICH (951) 737-6240 COLUMBIA CASCADE (800) 547-1940 "AS-BUILr L.A. -----EXP, REVIEWED BY: INSPECTOR CMU: GRAY TILE: 'GENIA AZUL' BLUE LIMESTONE COUNTER: NAT. GRAY COLOR ADOBE TAUPE, C11 ADOBE TAUPE, C11 GALVANIZEO OATE DATE CMU: PRECISION TILE: ½" X 18" X24" COUNTER: POLISHED FINISH ACID ETCH, T7 ACID ETCH, T7 TILE COLOR AND PATTERN TO MATCH TILE ON BUILDING (VERIFY) QUANTITY QR-CE3630P = 4 QR-CE2418P =, 2170-15-G ~1 15 16 17 18 19 20 CONSTRUCT HIDDEN EXPANSION JOINT CONSTRUCT CONCRETE PAVERS CONSTRUCT TRUNCATED DOME WARNING TILES CONSTRUCT HANDICAP ACCESS RAMP CONSTRUCT WOOD BRIDGE WITH CABLE RAIL CONSTRUCT WATER ELEMENT CONSTRUCT BARBECUE COUNTER CONSTRUCT CMU SCREEN WALL CONSTRUCT BUILT-IN COUCH SEATING WITH CAST-IN-PLACE CONCRETE PERIMETER WALL CONSTRUCT LINEAR FIRE ELEMENT FURNISH & INSTALL LIGHT COLUMN FURNISH & INSTALL LIGHT BOLLARD FURNISH & INSTALL PLANT CONTAINERS FURNISH & INSTALL BIKE RACK srre FURNISHINGS TO BE PROVIDED BY OWNER, TYP. SECURITY FlaNCING, PEDESTIAN SWING GATES & ROLLING GATES BY OTHERS. DETAILS SHOWN FOR RE:FERENCE ONLY SHADE SAIL STRUCTURE TO BE PROVIDED BY OTHERS (DESIGN/BUILD) A, SHT,6 A, SHT. 6 F, SHT. 6 C, SHT. 6 G, SHT. 6 Y, SHT.10 D, SHT. 6 T•U, SHT.10 H•K, SHT. 7 P•S, SHT, 9 E, SHT. 6 V, SHT.10 V, SHT.10 W, SHT.10 X, SHT.10 CC, DD, EE, SHT.12 THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY: A CONCRETE CURB PER CIVIL ENGINEER'S SHEETS B PARKING STRIPING PER ARCHITECT'S SHEETS C A.C. PAVING PER CIVIL ENGINEER'S SHEETS D VEHICULAR CONCRETE PAVING PER CIVIL ENGINEER'S SHEETS E UTILITY PER CIVIL ENGINEER'S SHEETS O" CURB AND CURB RAMP PER CIVIL ENGINEER'S SHEETS G DRIVEWAY PER CIVIL ENGINEER'S SHEETS H TRASH ENCLOSURE PER ARCHITECT'S SHEETS MEGclANICAL ENCLOSURE PER ARCHITECT'S SHEETS J AREA DRAIN PER CIVIL ENGINEER'S SHEETS BIO RETENTION AREA PER CIVIL ENGINEER'S SHEETS COBBLE RIP-RAP PER CIVIL ENGINEER'S SHEETS A.O. CURB PER CIVIL ENGINEER'S SHEETS FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS 0 EXISTING CURB PER CIVIL ENGINEER'S SHEETS ® EXISTING CONCRETE PAVING PER CIVIL ENGINEER'S SHEETS Q R s T NEW MONUMENT SIGN PER ARCHITECT'S SHEETS TRELLIS STRUCTURE PER ARCHITECT'S SHEETS PARKING LOT LIGHT FIXTURE PER ELECTRICAL ENGINEER'S SHEETS EXTERIOR STAIR PER ARCHITECT'S SHEE"IS SITE FURNISHINGS: SYMBOL IEE"il el 0 KEY DESCRIPTION 84 DEEP SEATING SOFA DEEP SEATING CHAIR DINING TABLE AND CHAIRS 87 COFFEE TABLE 88 SIDE TABLE CONFERENCE TABLE TRASH RECEPTACLE MANUFACTURER COLOR TBD TBD TBD TBD TB □ TBD TB□ TBD TBD TBD TBD TBD FINISH QTY. TBD 1 TBD 8 TBD 12 TBD TBD e TBD TBD 5 NOTE: ALL SITE FURNISHINGS ARE ro BE INSTALLED PRIOR TO OCCUPANCY. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEALTK ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD, CITY OF CARLSBAD PLANNING DIVISION 38 4127/15 JR 1 CONSTRUCTION CHANGE 11/01/16 JR 2 PLANTING & IRRIGATION ADJUSTED AT NEW ,. I\•~-, ANTENNA ENCLOSURE HARDSCAPE PLAN VlASAT-BUlLDlNG 10 CARL.8BAD, CALIFORNIA 8RDtlll 1---+--+----------------t---!IAPPROVED ( ==---'-/vf.e-=:;J,"'-4-< -"'&""'--...... B,,,_j_,;,fl='t-1-~-/z,. ,:; ·I+ 1---+--+----------------t---1 PLANNING DATE rD=W=N==EIY~~=~:,:LAz====:,;==PR=O=•=.S=.,=,=NO,==:;,:=::::DM::::::WING:::===NO.==: CHKD ey __ Rs__ SUP 13-03 480-2L f!ELD BY DATE BY DESCRIPTION APP'□ REVISIONS N 1-LJ.J LJ.J 1J5 I LJ.J I w I w I wl Z I :J I I u ~ :a: l I / / I / / / / / / / / / , ................ ------ I \ \ KEY MAP NOT TO SCALE \ I \ CONSTRUCTION LEGEND SYMBOL DESCRIPTION (1 CONSTRUCT PEDESTRIAN CONCRETE PAVING ( 2 CONSTRUCT VEHICULAR CONCRETE PAVING 3 CONSTRUCT EXPANSION JOINT 4 l CONSTRUCT TOOLED CONTRACTION JOINT 5 CONSTRUCT SAWCUT CONTRACTION JOINT 6 CONSTRUCT HIDDEN EXPANSION JOINT (7) CONSTRUCT CONCRETE PAVERS 18) CONSTRUCT TRUNCATED DOME WARNING TILES I 9 I CONSTRUCT HANDICAP ACCESS RAMP 1101 CONSTRUCT WOOD BRIDGE WITH CABLE RAIL 111 CONSTRUCT WATER ELEMENT @1 CONSTRUCT BARBECUE COUNTER (13) CONSTRUCT CMU SCREEN WALL -.... CONSTRUCT BUILT-IN COUCH SEATING WITH CAST-IN-PLACE CONCRETE 1141 PERIMETER WALL 1151 CONSTRUCT LINEAR FIRE ELEMENT 116 FURNISH & INSTALL LIGHT COLUMN I 17 l FURNISH & INSTALL LIGHT BOLLARD 118) FURNISH & INSTALL PLANT CONTAINERS 119) FURNISH & INSTALL BIKE RACK 1,20) SITE FURNISHINGS TO BE PROVIDED BY OWNER, TYP. (g9 SECURITY FENCING, PEDESTIAN SWING GATES & ROLLING GATES BY OTI-IERS. DETAILS SHOWN FOR REFERENCE ONLY 22 SHADE SAIL STRUCTURE TO BE PROVIDED BY OTHERS (DESIGN/BUILD) FOR COMPLETE LEGEND, SEE SHEET 3 NOTE: AN ENCROACHMENT PERMIT IS REQUIRED FOR ALL ENHANCED PAVEMENT WITHIN A PUBLIC EASEMENT DETAIL REF. B, SHT. 6 B, SHT. 6 A, SHT. 6 A, SHT. 6 A, SHT. 6 A, SHT. 6 F, SHT.6 C, SHT. 6 G, SHT. 6 Y, SHT.10 D, SHT. 6 T-U, SHT. 10 H-K, SHT. 7 P-S, SHT. 9 E, SHT. 6 V, SHT. 10 V, SHT.10 W, SHT. 10 X, SHT. 10 _, CC, DO, EE, SHT.12 .. . - THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY: A CONCRETE CURB PER CIVIL ENGINEER'S SHEETS B PARKING STRIPING PER ARCHITECT'S SHEETS C A.C. PAVING PER CIVIL ENGINEER'S SHEETS D VEHICULAR CONCRETE PAVING PER CIVIL ENGINEER'S SHEETS E UTILITY PER CIVIL ENGINEER'S SHEETS O" CURB AND CURB RAMP PER CIVIL ENGINEER'S SHEETS DRIVEWAY PER CIVIL ENGINEER'S SHEETS TRASH ENCLOSURE PER ARCHITECT'S SHEETS MECHANICAL ENCLOSURE PER ARCHITECT'S SHEETS J AREA DRAIN PER CIVIL ENGINEER'S SHEETS K 010 RETENTION AREA PER CIVIL ENGINEER'S SHEETS L COBBLE RIP-RAP PER CIVIL ENGINEER'S SHEETS M A.G. CURB PER CIVIL ENGINEER'S SHEETS N FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS 0 EXISTING CURB PER CIVIL ENGINEER'S SHEETS ® EXISTING CONCRETE PAVING PER CIVIL ENGINEER'S SHEETS @ NEW MONUMENT SIGN PER ARCHITECT'S S"EETS R TRELLIS STRUCTURE PER ARCHITECTS SHEETS ® PARKING LOT LIGHT FIXTURE PER ELECTRICAL ENGINEER'S SHEETS EXTERIOR STAIR PER ARCHITECT'S SHEETS COLOR AND FINISH SCHEDULE SYMBOL KEY DESCRIPTION PAVING: CONCRETE PAVING - TYPE A CONCRETE PAVING - TYPE B INTEGRAL COLOR CONCRETE PAVING - TYPEC INTEGRAL COLOR CONCRETE P,WING - TYPED INTEGRAL COLOR CONCRETE PAVING - TYPE E INTEGRAL COLOR CONCRETE PAVING - TYPEF PRECAST CONCRETE PAVERS DETECTABLE WARNING TILE MANUFACTURER DAVIS COLORS (800) 356-4848 DAVIS COLORS (800) 356-4848 DAVIS COLORS (800) 356-4848 DAVIS COLORS (800) 356-4848 DAVIS COLORS (800) 356-4848 AC KERST ONE MIKE MILLARD (949)241-6669 WAUSAU (800) 388-8728 COLOR NATURAL GRAY 'MESA BUFF' #5447 (2 LBS) 'MESA BUFF' W5447 (2 LBS) 'TAUPE' #677 {2 LBS) 'ADOBE', #61078 (4 LBS) TAUPE'/1677 (2 LBS) 'MESA BUff' / 'CARMEL' 50:50 ADA90 BLACK FINISH LIGHT RETARDANT· TOP CAST 1/05, MEDIUM RETARDANT- TOP CAST #25, VERY LIGHT RETARDANT- TOP CAST#03 LIGHT RETARDANT- TOP CAST #05 MEDIUM RETARDANT- TOP CAST #25 MEDIUM RETARDANT- TOP CAST#25 SHOT-BLAST, FM PRESSED CONCRETE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. r-------------w:---------i--------:_-_-~:::::::::::.:-i------------,:-----------------rrj ~.Hli~ 4 !!ET~!l-!!!'!c~,~TY~o~F!!!!!! .... ~ .... ~LS~BA~D~!!"!!!!!!!!~·,....,_~,....,.~j "AS BUI LT" REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER. ...,_, -ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO PloANNINQ DIVISION IMPLEMENTATION IN FIELD. R I D G E L.A. EXF. LANDSCAPE ARCHITECTS 8M I Research Drive REVIEWED BY: Suite 200 0 10 20 40 60 SmithConsulting Architects Irvine, CA 926 IS Tel 9493871323 www.ri-dgela.co111 SCALE AND NORTH INSPECTOR DATE DATE 4/27/15 JR 1 11/01/16 JR 2 CONSTRUCTION CHANGE PLANTING & IRRIGATION ADJUSTED AT NEW..,_ ANTENNA ENCLOSURE APPROVED HAADSCAPE PLAN VlASAT-BUlLDING 10 CARLSBAD, CN.JFOANIA 82008 D~TE BY DESCRIPTION REVISIONS PLANNING DATE t---+--+-----------------1--Al'-P-.D~ fio~w~N~B~YE.=-~R~L-~t~=-=-lf~.~.~;:~E~C~. ~NO~-=i11=~D~M;Wl~NGl~~N0~.7 CHKD ay____ SUP 13-03 480-2L FIELD BY ~-,/ ;\ / \ r I PA R4 I , I, \/ I ------------- I \ I \ \, TYP. \ I 'ti I \ ' ' I -I \ \J1 ' ' I ' a \ ; " ' ' ' TYP. I I ' \ ! / PA FOR GOU\ LAYOUT \ 21'-3" ', NOTE: AN ENCROACHMENT PERMIT IS REQUIRED FOR ALL ENHANCED PAVEMENT WITHIN A PUBLIC EASEMENT TYP. A. 8, LAYOUT NOT S : PLA PAVING WITH'3' X 6' SAWCUT GRID IS ALIGN D WITH FACE OF BUILDING AND CENTER DON MAIN ENTRY DOORS. 'PLANK' P )JING AT DRIVE CROSSING IS ALIGNED WITH DRIVE AISLE CURB LINE, AS SHOWN. C. IRREGULAR PLANTER AREAS FLANKING 'PLANK' PAVING ARE ALIGNED WITH DRIVE AISLE CURB LINE, PLAZA PAVING GRID /IND EDGES OF ADA PARKING STALLS. iNTERSECT/ON OF CURB iUNE AND SCORE JOINT ! {ALIGNED WITH BUILDING POP-OUT) TYP. \ 0 5 10 20 30 \ I \ \ \ \ \ \ \ \ \ \ \ \ 17 \ TYP. \ \~ \ \) \ CONSTRUCTION LEGEND SYMBOL DESCRIPTION DETAIL REF. 1 J CONSTRUCT PEDESTRIAN CONCRETE PAVING 8, SHT. 6 2 l CONSTRUCT VEHICULAR CONCRETE PAVING B, SHT. 6 ( 31 CONSTRUCT EXPANSION JOINT A, SHT. 6 4 l CONSTRUCT TOOLED CONTRACTION JOINT A, SHT. 6 ' I 5) CONSTRUCT SAWCUT CONTRACTION JOINT A, SHT. 6 16 CONSTRUCT HIDDEN EXPANSION JOINT A, SHT. 6 (i) CONSTRUCT CONCRETE PAVERS F, SHT 6 (s CONSTRUCT TRUNCATED DOME WARNING TILES C, SHT. 6 9 CONSTRUCT HANDICAP ACCESS RAMP G. SHT. 6 @ CONSTRUCT WOOD BRIDGE WITH CABLE RAIL Z, AA, 88, SHT. 11 cw CONSTRUCT SERVING COUNTER FF, GCJ, SHT. 12 (12 CONSTRUCT BARBECUE COUNTER T-U, SHT, 10 (13 CONSTRUCT CMU SCREEN \/VALL H·K, SHT. 7 (14 CONSTRUCT BUILT-IN COUCH SEATING WITH CAST-IN-PLACE CONCRETE P-S, SHT. 9 PERIMETER WALL (15 CONSTRUCT LINEAR FIRE ELEMENT E, SHT. 6 (16) FURNISH & INSTALL LIGHT COLUMN V, SHT. 10 -' (17) FURNISH & INSTALL LIGHT BOLLARD V, SHT. 10 (18) FURNISH & INSTALL PLANT CONTAINERS W, SHT. 10 Q9) FURNISH & INSTALL BIKE RACK X, SHT. 10 (?Q) SITE FURNISHINGS TO BE PROVIDED BY OWNER, TYP. -- m>. \\ \\ Qj) SECURITY FENCING, PEDESTIAN SWING GATES & ROLLING GATES BY CC, DD, EE, OTHERS. DETAILS SHOWN FOR REFERENCE ONLY SflT. 12 @) SHADE SAIL STRUCTURE TO BE PROVIDED BY OTHERS (DESIGN/BUILD) .. @) FURNISH AND INSTALL BOULDER HH, SHT. 12 ~-'¾:---15 TYP. ~\A '• TYP. \\ \~J COLOR AND FINISH SCHEDULE \ \ · SYMBOL KEY DESCRIPTION MANUFACTURcR COLOR FINISH COMMENTS \ f------'--~--------'-------l'-----,----L___ ___ __j ______ _ PAVING: CONCRETE PAVING - TYPE A CONCRETE PAVING - TYPE B INTEGRAL COLOR CONCRETE PAVING· TYPE C INTEGRAL COLOR CONCRETE PAVING - TYPED INTEGRAL COLOR CONCRETE PAVING - TYPE E INTEGRAL COLOR CONCRETE PAVING - TYPE F PRECAST CONCRETE PAVERS DETECTABLE WARNING TILE DAVIS COLORS (800) 356-4848 DAVIS COLORS (800) 356-4848 DAVIS COLORS (800) 356-4848 DAVIS COLORS (800) 356-4848 DAVIS COLORS (800) 356-4848 ACKERSTONE MIKE MILLARD (949)241-6669 WAUSAU (800) 388-8728 NATURAL GRAY 'MESA BUFF' #5447 (2 LBS) 'MESA BUFF' #5447 (2 LBS) TAUPE'#677 (2 LBS) 'ADOBE', #61078 (4LBS) TAUPE'#677 (2 LBS) 'MESA BUFF' I 'CARMEL' 50 50 ADA90 BLACK LIGHT R~TARDANT- TOP CAST #05, MEDIUM RETARDANT- TOP CAST #25, VERY LIGHT RETARDANT - TOP CAST#03 LIGHI RETARDANT- TOP CAST #05 MEDIUM RETARDANT- TOP CAST #25 MEDIUM RETARDANT- TOP CAST #25 SI-I OT-BLAST, FM PRESSED CONCRETE TOOLED CONTRACTION JOINTS/ EXPANSION JOINTS PER PLAN SAWCUT CONTRACTION JOINTS I HIDDEN EXP. JOINTS PER PLAN SAWCUT CONTRACTION JOINTS I HIDDEN EXP. JOINTS PER PLAN SAWCUT CONTRACTION JOINTS I HIDDEN EXP. JOINTS PER PLAN SAWCUT CONTRACTION JOINTS I HIDDEN EXP. JOINTS PER PLAN FIELD: ACKERSTONE COMBO CLASSIC I PERIMETER BAND: 6X12 SET SQUARE TO STRAIGHT EDGE -CUT TO FOLLOW CURVE RADIUS AT FLUSH CURB 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. SmithC01isultin9 Architects R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 lr1ine, CA 92618 Tel 949 3871323 www.ridyela.com () L.A. 2809 REVIEWED BY: INSPECTOR EXP, BOULDER SCHEDULE NOTE: ALL BOULDERS TO BE 'BAJA LA CRESTA GRAY' BY KRC ROCK, (800) 572-7625 SYMBOL DESCRIPTION 4' 0 X 3' H (EXPOSED) 3' 0 X 2'-6" H (EXPOSED) 2' 0 X 2' H (EXPOSED) THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY: ,A) CONGRETE CURB PER CIVIL ENGINEER'S SHEETS B PARKING STRIPING PER ARCHITECTS SHEETS ' ' (c> A.C. PAVING PER CIVIL ENGINEER'S SHEETS D) VEHICUIAR CONCRETE PAVING PER CIVIL ENGINEER'S SHEETS , E > UTILITY PER CIVIL ENGINEER'S SHEETS ® O" CURB AND CURB RAMP PER CIVIL ENGINEER'S SHEETS <0 DRIVEWAY PER CIVIL ENGINEER'S SHEETS (H) TRASH ENCLOSURE PER ARCHITECT'S SHEETS ' 1) MECHANICAL ENCLOSURE PER ARCHITECT'S SHEETS J) AREA DRAIN PER CIVIL ENGINEER'S SHEETS ' K) BIO RETENTION AREA PER CIVIL ENGINEER'S SHEETS © COBBLE RIP-RAP PER CIVIL ENGINEER'S SHEETS (M) A.C CURB PER CIVIL ENGINEER'S SHEETS FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS SITE FURNISHINGS: ® SYMBOL KEY 0 0 SITE FURNISHINGS: SYMBOL 0 KEY S7 SB 08/10/15 DATE 05/31/17 DESCRIPTION MANUFACTURER @ 1----.. PLANT CONTAINER -QUICK CRETE SCOTT ULRICH ROUND, 3' DIA X 30"H (951)737-6240 PLANT CONTAINER -QUICK CRETE SCOTT ULRICH ROUND, 2' DIA. X 18"H (951) 737-6240 COLUMBIA , P) @ ® © BIKE RACK CASCADE (800) 547-1940 (j) DESCRIPTION MANUFACTURER DEEP SEATING TBD SOFA DEEP SEATING TBD CHAIR DINING TABLE AND TBD CHAIRS COFFEE TABLE TBD SIDE TABLE TBD CONFERENCE TBD TABLE TRASH TBD RECEPTACLE EXISTING CURB PER CIVIL ENGINEER'S SHEETS EXISTING CONCRETE PAVING PER CIVIL ENGINEER'S SHEETS NEW MONUMENT SIGN PER ARCHITECT'S SHEETS TRELLIS STRUCTURE PER ARCHITECT'S SHEETS PARKING LOT LIGHT FIXTURE PER ELECTRICAL ENGINEER'S SHEETS EXTERIOR STAIR PER ARCHITECT'S SHEETS i=nR ('()~ADI !=Tl= I c:cr-i::~1n c:i=i= <"'Lll=l=T <l ~ CMU: RCP BLOCK CMU: NATURAL CMU WALL CONTACT: WI BIRDSEYE CMU: GINA ADAMS GROUT: REGALSTONE (619)460-9101 LATICRETE 23 §1 CMU WALL WI STONE CMU: NAT. WI CMU: RCP BLOCK BIRDSEYE CMU· TILE CLADDING & CONTACT: GROUT: REGALSTONE POLISHED CONCRETE GINA ADAMS LA TICRETE 23 COUNTER: COUNTERTOP (619) 460-9101 COUNTER: NAT. POLISHED GRAY AS BUILT APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DIVISION 4/27/15 JR CONSTRUCTION CHANGE PLANTING & IRRIGATION ADJUSTED AT NEW ANTENNA ENCLOSURE DATE BY DESCRIPTION APP'D REVISIONS VIA-PH1-CP-AB -5-ENL & VIASAT-BUILDING 10 CARLSBAD, CALIFORNIA 82008 APPROVED PLANNING OWN BY LA CHKD BY_.;cR.::.S __ FIELD BY PROJECT NO. SUP 13-03 11 DATE DRAWi_ NO. 480-2L 3 4 5 6 1 2 12 11 _i I;: I I "l- JI~ J" Cl.R. I-= I I 1-'-1 1· 1-------. I . ~ I "l-~ --+-+-----++-+-----'k---= 1 I I 111--I ,.;-,. .::l +-fTf.e-'-' ----1 I -----~ 1 I I --.J \ I 1--1 I 1---I I 1--1 i I I ,--I I 1---1 I I LEGEND: 1. 60 MIL. PRE-CAST CONCRETE PAVER-SEE HARDSCAPE PLAN FOR MAKE AND SUPPLIER. 2. SINGLE CONTINUOUS LAYER OF MIRAFI FW4D2 UNDER CONCRETE PAVER AREA. 3. FINISH GRADE. 4. 1" MORTAR SETTING BED. 5. CONTINUOUS CONCRETE FOOTING ALONG PERIMETER P/IVERS AT PLANTER AREA. 6. (2) #3 BARS CONTINUOUS CENTERED IN SLAB. 7. 90% COMPACTED SUBGRADE • VERIFY WITH GEOTECHNICAL SOILS REPORT. 8. 1" BEDDING COURSE OF SHARP NORMAL WEIGHT SCREENING SAND. 9. ½" MAXIMUM SAND FILLED JOINT. 10. MINIMUM 4" THICK LAYER OF CLASS II AGGREGATE BASE, MOISTURE CONnlTIONED AND COMPACTED TO A MINIMUM OF 95% COMPACTION -VERIFY WITH GOETECHNICAL SOILS REPORT. 11. ADJACENT CONCRETE PAVING -SEE HARDSCAPE PLAN FOR COLOR, FINISH, AND THICKNESS. 12. t" RADIUS. NOTES. A VERIFY PAVING THICKNESS, BASE PREPARATION, AND REINFORCING RECOMMENDATIONS WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT PRIOR TO STARTING WORK. B. PROVIDE PAVER SAMPLE TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PER SPECIFICATIONS. C. AFTER LAYING CONCRETE PAVERS, PASS VIBRATOR PLATE OVER PAVERS CAUSING SAND TO FILL JOINTS AND LOCKING PAVERS INTO PLACE. THEN SWEEP SAND OVER THE PAVING STONES AND PASS VIBRATOR PLATE OVER A SECOND TIME. FORCING SAND INTO JOINTS FROM ABOVE PRE-CAST CONCRETE PAVERS ,~i PLAN VIEW: 6" 3' 5 8 1 PLAN VIEW 6" 4 .. ... ~ .,...· .. , ~ .A.· SCALE: 1 i" = 1 '-0" [ol •· . ... ' VISUAL WARNING GROOVES SECTION -N.T.S.: LEGEND: 1. CONCRCTE PAVING -SEE DETAIL 8, SHEET L2.1. 2. ISOLATION JOINT-SEE DETAIL A, SHEET L2.1. 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 SUBGRADE • VERIFY WITH GEOTl:'CHNICAL SOILS REPORT. 8. PRE-CAST CONCRETE TRUNCATED DOME PAVERS • SEE DETAIL #K, SHEET L2.2. 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'-D" MINIMUM CLEAR WITHOUT CAR OVERHANG • SEE HARDSCAPE SHEETS. TYPICAL CURB RAMP CONDITIONS G TYPICAL ACCESSIBLE PARKING STALL ENLARGEMENT SCALE: ;l-" " 1 '-0" 5 -1 ~hil'-+~4--r---1 11---111--11 3 10 -<l < " 4 '• ' <' _,.. ~ I I -· I I PRE-CAST CONCRETE TRUNCATED DOME PAVERS 10 • ··"l• ·. . .. ~' . . . ·-~ . . . . . . ,• .. :· •,: ·.~ ·/ ,:· ·:."· :--~ •, . LEGEND: 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, W6 X W6. 3. CONCRETE SUB-SLAB. 4. 90% COMPACTED BASE MATERIAL AND SU BG RADE. VERIFY WITH GEOTECHNICAL SOILS REPORT. 5. ADJACENT CONCRETE PAVING -SEE CONSTRUCTION PLAN FDR COLOR AND FINISH. 6. SMOOTH DOWELS 30" O.C . 7. REBAR SIZE AND SPACING TO MATCH ADJACENT PAVING. 8. PROVIDE THICKENED EDGE AT PAVING. 0, 118" WIDE GROUT JOINT AT EDGE· CONFIRM PAVING CUT-OUT SIZE WITH BUTT-JOINTED PAVERS BEFORF 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 PAYERS WITHIN FIELD. C. CLEAN AND SEAL PAVERS/GROUT WITH APPROVED CLEAR PENETRATING SEALER. SCALE: 1" = 1'-0" 1 ' -•• '•• .... ~ .: : ..... ~ •.... 1. ,,.,,...,,__.,._,.._,.~.,._,.._,.~~'-I -, ' ~1 i.;..::: __ ~~/4r7: LEGEND: ---1 I_ 1. C.IP. CONCRETE RETAINING WALL AT PAVING ADJACENT TO POND -SEE CONSTRUCTION PLAN fOR COLOR AND FINISH. 2. ADJACENT CONCRETE PAVING -SEE CONSTRUCTION PLAN FOR COLOR AND FINISH. 3. ISOLATION JOINT. 4. ¾" RADIUS ON EDGES, TYPICAL. 5. #4 REBAR 12" O.C. EACH WAY. ALTERNATE DIRECTION OF VERTICAL BARS EACH BAR. 6. 4" THICK GUNITE POND SUB-SLAB. 7. #3 BARS 18" O.C. EACH WAY. 8. EPDM POND LINER OVER IMPERVIOUS FELT P. 9. 1"-6" LOOSE LAID COBBLE ROCK. 10. BOULDER -SEE CONSTRUCTION PL SUPPLIER. 11. 90% COMPACTED SUB-GR GEOTECHNICAL SOIL;;;°"'~ 12. FINISH GRADE. 13. EEP CONTINUOUS SAWCUT JOINT -SEE ONO SECTION LEGEND, 1. rf" MIN. CONSISTENT LAYER OF TUMBLED GIASS NUGGETS, 1" TO 2" (LARGE) SIZI::, COi.OR: BLACK AVAILABLE FROM KRC ROCK, (800) 57?-7625. 2 LINEAR F!RE TROUGH BUHNEH 72" LENGTH, MODEL t/72S/:J rRGH-LP (KIT INCLUDES CONTROLS, ETC.) FROM 'HEARTH PRODUCTS CONTROLS' {877-585-9800) 3 BLACK LAVA ROCK, 3/11", AVAILABLE FROM 'HEARTH PRODUCTS CONTROl 8' (877-585-9800) 4_ CONNECT TO GAS SUPPLY, 3/4" LINE MIN.; PRO\/ID1:: SHUTOFF VALVE 5, 90% COMPACTED SUBGHADE -\/1::RJrY WITH GEOTECHNICAL SOILS RE:T10RT. 6. EMFRGENCY GAS SHUT-OFF VALVE TO 8E LOCATED ON SID[ OF FIR[ PIT 7. P.I.P. CONCRETE FIREPIT / BENCH -SEE CONS"! RUC l"ION PLAN FOR COLOR AND HNISH. 8. (6) :/14 REBAR, HORIZON I/\L, CON I·INUOU8, 9. #4 TIES 16w O.C. 10. CONLJUJT ANLJ WIRING FROM CONTROL PANEL ON SIDE OF FIR~PIT WITH ON/OFF SWITCH TO ELECTRIC STARTER: PROVIDE REMOTE CONTROL Kl r FROl\.1 'HEARTH PRODUCTS CONTROLS' (877-585-9800) SYSTEM TO HAVE AUT0-1:::XTINGUl:::iH CAPABILITY 11. 3" DIA. NOS LANDSCAPE DRAIN WITH ATRIUM GRATE-• fil -.-- 1 '-6" 8 7 SEE CIVIL PLAMS FOR STORM DRAIN CONMECTION. 12, ADJACENT PAVING 13 ISOLATION JOlNT. -11 1--11 ,--'1 1 111 111---,-.--=I 11 .. 111 .. _I I i.=:I ! 14 3" X 6" AIR GAP, (4) MINIMUM 15 CONCRF.TE Pl:::DESTAL, HEIGHT PER 'Hr'ARTH PRODUCTS CONTROLS' SPECIFICATIONS 16, ¾" WILJE BY 1 f' DEEP CONTINUOUS SAWCUT JOINT -SEE PLAN FOR LOCATION. 17. ~-" RADIUS ON EDGES, ·1 YPICAL. 18 CONTINUOUS SINGLE LAYER OF MIRAFI 140N FILTER FABRIC-WRAP FABRIC UP SIDES OF PIT MIN. 12" NOTE: A. SUBMIT (2) SHOP LJRAWINGS TO LANDSCAPE ARCH.ITECT FOR REV\1;:WANO APPROVAL PRIOR TO FABRICATION E FIRE PIT SECTION SmithConsdting Architects 1 I" '1 r I I 1 '-6" 7 .,, cl I Li ~ \ y 11.1:~?ZiJtSS~li::n; ;-~1t;x1iz21~ ~~ t--J A·' ... ::-:·/4.:;1;7/Y:fi:-;/f;:_;:; -"~IF----&--"!<""" R I D G E LANDSCAPE ARCHITcCTS 88-1-1 Research Drive Suite 200 illJine, CA 926 r 8 Tel 949 3811323 www.ridgela.com q - SCALE: 1" = 1 '-0" "AS-BUILT" "\.._---·✓ 08/10/15 \ DATE \" L.A. 2809 EXP. 05/31/17 REVIEWED BY: INSPECTOR 1 4 LI ----"'---1----..,;, 1 --=-=I 1 == =-=, -11 l=-111=-I I l=-=i I 1--=I 4 L, ----4-------~ . !, <I TOOLED CONTRACTION JOINT: 3/16" 4 -.C:,' L' " --POUR"A" POUR"B"- EXPANSION JOINT: -~-I -, ------' _ _::i I i==I I ,==I I l=-l I l=-1 HIDDEN EXPANSION JOINT: 1----{10 1 4 "A" ---_--1- -------i==I I i==I 11==1 11 ISOLATION JOINT: LEGEND: 1. CONCRETE PAVING -SEE HARDSCAPE SHEETS FOR COLOR AND FINISH. 2. 3/16" WIDE SAWCUT CONTRAGTION JOINT· CUT TO 1/4 DEPTH OF SLAB rROVIDE 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. l" 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. ~-THICK POLYFOAM EXPANSION MATERIAL· SPRAY GLUE TO SIDE OE 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 €' TOOLED EDGE. 13. #4 x 18" 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 AD,JACENT SURFACES. 11 13 NEW TO EXISTING PAVING CONNECTION: CONCRETE PAVING JOINTS SCALE: 1 ½" = 1 '-0" -2 1 I MIN. LEGEND 1. CONCRETE PAVING -REFER TO CONSTRUCTION PLAN FOR COLOR AND FINISH. 2. #3 REBAR AT 24" O.C. EACH WAY, CENTERED IN SLAB. 3. FINISH GRADE. 4. 95% COMPACTED SUBGRADE • VERIFY WI SOIL ENGINEER'S REPORT. 5. PRE-EMERGENT HERBICIDE, APPLIED TO SOIL SURFACE BELOW PAVING SURFACE, PER MANUFACTURER'S SPECIFICATIONS. 6. 114" TOOLED RADIUS. NOTES: A. PAVING THICKNESS, BASE PREPARATION AND REINFORCING ARE SHOWN FOR BID PURPOSES ONLY. VERIFY REQUIREMENTS OF THE SOILS REPORT AND COMPLY B. PROVIDE FINISH SAMPLE PER SPECIFICATIONS. CONCRETE PAVING SCALE: 1 ½" = 1 '-0" AS BUILT REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 4/27115 JR 1 CONSTRUCTION CHANGE nEo 11/01/16 JR 2 PLANTING & IRRIGATION ADJUSTED AT NEW ANTENNA ENCLOSURE -- OATE BY DESCRIPTION REVISIONS 1.,4-,,t;, n ,..g..,w. ----- APP'D APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. APPROVED PLANNING OWN BY CHKO BY FIELO BY CITY OF CARLSBAD PLANNING DIVISION CONSTRUCTION DETAILS VIASAT-BUILDING 10 CARLSBAD, CALIFORNIA 82008 t~[ 4 '2l4r ~-~-;;. -1.:;'.' DATE JB PROJECT NO. DRAWING NO. RS SUP 13-03 480-2L N Shl. 6 1'-7" +/- '. 3 }---ap, 4 • -- ' 5 ~ i-. <c OMIT -' I M Sht. 8 LEGEND; 1. 6"x8" PAINTED TUBE STEEL TRELLIS FRAME· SEE STRUCTURAL SHEE· FOR THICKNESS. COLOR TO BE DETERMINED. 2. 2"x6" !PE WOOD SLATS. 3, 6"x6" SQUARE PAINTED TUBE STcEL COLUMN -SEE SHEETS FOR THICKNESS. COLOR TO BE DETE 4. 4"x8'x16" CMU BLOCK WALL AT TRELllS C N 5. 18"x24"x.5" LINEAR LIMESTONE TILE NNING SOND PATTERN -SEE 6. HARDSCAPE SHEETS FOR CO , FINISH, AND SUPPLIER. GROUT TCH COAT, MORTAR SETTING BED, AND RD TO MATCH ARCHITECTURE SHEETS. 7. 90% CO TED SUBGRADE -VERIFY AND COMPLY WITH R:~~ EMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT. NISH SURFACE· SEE HARSCAPE SHEETS FOR COLOR AND FINISH . 9. FINISH GRADE. NOTES: A. PROVIDE LANDSCAPE ARCHITECT WITH (2) SETS OF STRUCTURAL ENGINEER SMOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. B. !PE; WOOD TO BE HEARTWOOD #1 CONSTRUCTION GRADE OR BETTER. C. ME'fAL COMPONENTS TO BE HOT DIP GALVANIZED AND RECEIVE (1) COAT SHOP-APPLIED RUSTPROOF GRAY PRIMER, (1) COAT FIELD-APPLIED RED PRIMER AND (2) COATS FIELD-APPLIED EXTERIOR ENAMEL PAINT. COLOR TO /3E SELECTED BY LANDSCAPE ARCHITECf 0. ALL EXPOSED NAIL OR SCREW HEADS IN WOOD TO BE COUNTERSUNK ONTRACTOR IS REQUIRED TO OBTAIN ALL REQUIRED PERMITS PRIOR T STRUCTION. F. Y ACTUAL SITE CONDITION PRIOR TO SUBMITTING SHOP G. WELDS TO BE CON OUS AND GROUND SMOOTH. H. MEMBER SIZE, REINFOR ' FOOTING DIMENSIONS, AND BASE INFORMATION ARE SHOWN F THE GEOTECHNICAL SOILS REPORT. AINTED TUBE STEEL TRELLIS AND SCREEN WALL SECTION AT VERTICAL COLUMN 1'-7" • +/-~ (() ~ 4 r+---@ +t I I • u 14 " l1ll ,I r II U I ") t U I 11 --1- @ . <c 12 I • • g t\i ~ I ... :::!! SCREEN WALL SECTION AT RECESSED T.V. NICHE LEGEND: 1. OMIT. 2. OMIT. 3. OMIT. 4. 4"x8"x16' CMU BLOCK WALL AT FACE OF SCREEN WALL. 5. 6"x8"x16" CMU BLOCK WALL AT BACK OF SCREEN WALL. 6. 18"x24"x.5" LINEAR LIMESTONE TILE IN RUNNING BOND PATTERN • SEE HARDSCAPE SHEETS FOR COLOR, FINISH, AND SUPPLIER. GROUT COLOR, LATH, MORTAR SCRATCH COAT, MORTAR SETTING BED, ANO WATER RESISTANT BOARD TO MATCH ARCHITECTURE SHEETS. 7. CONCRETE FOOTING. 8. 90% COMPACTED SUBGRADE • VERIFY AND COMPLY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT. 9. FINISH SURFACE· SEE HARSCAPE SHEETS FOR COLOR ANO FINISH. 10. FINISH GRADE. 11. T.V. AND MOUNT BY OTMERS. 12. 42' WIDE STAINLESS STEEL DOUBLE ACCESS DOORS. MODEL NUMBER TEAD42-C AVAILABLE THROUGH TWIN EAGLES AT (800) 78V-2206. 13. RECESSED GFI OUTLET -SEE ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION. 14. STEEL TRACK, METAL STUD, AND BACKER BOARD. TYPICAL AT LOCATIONS WHERE TILE SPANS BETWEEN CMU BLOCK SECTIONS. · NOTES: A. PROVIDE LANDSCAPE ARCHITECT WITH (2) SETS OF STRUCTURAL ENGINEER SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 8. OMIT. C. METAL COMPONENTS TO BE HOT DIP GALVANIZED AND RECEIVE (1) COAT SHOP-APPLIED RUSTPROOF GRAY PRIMER, (1) COAT FIELD-APPLIED RED PRIMER AND (2) COATS FIELD-APPLIED EXTERIOR ENAMEL PAINT. COLOR TO BE SELECTED BY LANDSCAPE ARCI-IITECT . D. OMIT. E. CONTRACTOR IS REQUIRED TO OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. F. FIELD VERIFY ACTUAL SITE CONDITION PRIOR TO SUBMITTING SHOP DRAWINGS ANO STARTING WORK. G. WELDS TO BE CONflNUOUS AND GROUND SMOOTH. H. MEMBER SIZE, REINFORCING. FOOTING DIMENSIONS. AND BASE INFORMATION ARE SHOWN FOR BID PURPOSES ONLY. VERIFY AND COMPLY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT. SCALE: t" = i'-0" SmithCDnsultlng Architects 11 '-7" 4'-11" .... ,, .. ,,,.,,.,, ... , .. ,, ..... ., ... 2 r-+-lt-1'1'"!!1 5" t ....... ,,. LEGEND: . 1. 6"x8' PAINTED TUBE STEEL TREL FRAME -SEE STRUCTURAL SHEETS FOR THICKNESS. C R TO BE DETERMINED. 3. 6"x6" SQUARE PAI SHEETS FORT. TUBE STEEL COLUMN· SEE STRUCTURAL 18"x24" LINEAR LIMESTONE TILE IN 35'-3" +/- 11'-7" NOTES: A. PROVIDE LANDSCAPE ARCHITECT WITH (2) SETS OF STRUCTURAL ENGINEER SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. B. IPE WOOD TO BE HEARTWOOD #1 CONSTRUCTION GRADE OR BETTER. C. METAL COMPONENTS TO BE HOT DIP GALVANIZED AND RECEJVE (1) COAT SHOP-APPLIED RUSTPROOF GRAY PRIMER, (1) COAT FIELD-APPLIED RED PRIMER AND (2) COATS FIELD-APPLIED 11 '-7" 4'-11" -(() I ' I' <c;' ~ i- ' It) • <c I -\() - • _,,,, • l() ..,,, , r--5" D . R SCREW HEADS IN WOOD TO BE GED. E. OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. F. FIELD VERIFY ACTUAL SITE CONDI PRIOR TO SUBMITTING SHOP DRAWINGS AND STARTING WORK. G. WELDS TO BE CONTINUOUS AND GROUND S H. MEMBER SIZE, REINFORCING, FOOTING DIM ENS I INFORMATION ARE SHOWN FOR BID PURPOSES ONL . PAINTED TUBE STEEL TRELLIS AT SCREEN WALL PLAN , ~ EQUAL , ................................................... ---,-- .. ... , . . .- LEGEND: 1. OMIT. 2. OMIT. 3. OMIT. 4. CMU BLOCK SCREEN WALL WITH 18"x24" LINEAR LIMESTONE TILE IN RUNNING BOND PATTERN . 5. RECESSED NICHE TO ACCOMMODATE 60' TELEVISION 6. 42" WIDE STAINLESS STEEL DOUBLE ACCESS DOORS SCREEN WALL ELEVATION R I O G E LANDSCAPE ARCfllTHTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 387 1323 wvm.ridgela,com "AS-BUILr EXP. REVIEWED BY: INSPECTOR DATE 36' ,. , I, JO u ± , JO" ± I, -'1 ; 'I NOTES: A. PROVIDE LANDSCAPE ARCHITECT WITH (2) SETS OF STRUCTURAL ENGINEER SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. B. OMIT. C. METAL COMPONENTS TO BE HOT DIP GALVANIZED AND RECEIVE (1) COAT SHOP-APPLIED RUSTPROOF GRAY PRIMER. (1) COAT FIELD-APPLIED RED PRIMER ANO (2) COATS FIELD-APPLIED EXTERIOR ENAMEL PAINT. COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 4/27115 CONSTRUCTION CHANGE PLANTING & IRRIGATION ADJUSTED AT NEW ANTENNA ENCLOSURE EQUAL 4 .. ' • o1 • • •• D. OMIT. . <c ;.i, • • ,. • • E. CONTRACTOR IS REQUIRED TO OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. F. FIELD VERIFY ACTUAL SITE CONDITION PRIOR TO SUBMITTING SHOP DRAWINGS AND STARTING WORK. G. WELDS TO BE CONTINUOUS AND GROUND SMOOTM. H. MEMBER SIZE, REINFORCING, FOOTING DIMENSIONS, AND BASE INFORMATION ARE SHOWN FOR BID PURPOSES ONLY. VERIFY AND COMPLY WITH REQUIREMENTS NOTED IN THE GEOTECI-INICAL SOILS REPORT. SCALE: tt'' = 1 '-0" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. APPROVED CITY OF CARLSBAD PLANNING DM810N HARDSCAPE DETAILS VlASAT-BUlLDlNG 10 CARL.8BAO, CALIFORNIA 82008 -38 1-ti;J\ C..1,rJ.l\.Jt /Z.-~•l-f PLAN NINO D-' TE 1---DA_T_t-!-B-Y+-------D-ES_C_R_IPl_l_ON--------+-A-PP_'_o"" r~DW~N~B't'~-~~~~:c: .. ~~:-.~~~5"F~ .... ~D~~C~i~N0.~=11r=~D~M;;W1~NGl~~NC~O~. = cfl~~ BYey____ SUP 13-03 480-2L REVISIONS ~..... . _ CONSTRUCTION NOTES A, VISIT THE SITE PRIOR TO SUBMITTING BIDS. 8. 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, AMERICANS WITH DISABILITIES ACT OF 1991. AND WITH OTHER CURRENT RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF THE WORK, BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICTS BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS. I. LOCATIONS OF N.1.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 BETWE!oN 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 ElliMENT TO THE OWNER FOR REVIEW AND APPROVAL PRIOR TO APPLYING FINISH. REFER TO DETAILS AND SPECIFICATIONS FOR SPECIFIC SUBMITTAL REQUIREMENTS. 0. PROVIDE A 4'X4' SAMPLE OF EACH PAVING TYPE IN LOCATION SPECIFIED BY THE OWNER'S AUTHORIZED REPRESENTATIVE FOR REVIEW AND APPROVAL BY THE OWNER ANO LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. REFER TO SPECIFICATIONS. P. WHERE PAVING AND FINISH GRADE MEET, DEPRESS FINISH GRADE 1" IN TURF AREAS AND 1-112" IN GROUND COVER/ SHRUB AREAS, UNLESS OTKERWISE 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, UNLE;SS 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 2,500 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. X. PROVIDE THE OWNER WITH ALL WARRANTIES, GUARANTEES, AND INSTRUCTION MANUALS FOR EQUIPMENT, APPLIANCES, FIXTURES, ETC. AS DESCRIBED IN THE SPECIFICATIONS. 11 ± .--Ii I 'l • 8 ~ 1 r I'<) IC) 3 I @) / 5 I---- (. @ I . le --\; 11 [g] • 4 I---./ LEGEND: I~ I I~ I . (· ' l's. - 0 i-1 • l's. 1, PRECISION CONCRETE BLOCK, SOLID GROUT FILL ALL CELLS -SEE DETAIL #JIK, SHEET 7 FOR SIZE. 2. STAINLESS STEEL WEEP SCREED ATfACHED TO WALL WITH GALVANIZED HARDWARE. 3. 18"x24"x.5" LINEAR LIMESTONE TILE IN RUNNING BOND PATTERN "SEE HARDSCAPE SHEETS FOR COLOR, FINISH, AND SUPPLIER. GROUT COLOR, LATH, MORTAR SCRATCH COAT, MORTAR SETTING BED, AND WATER RESISTANT BOARD TO MATCH ARCHITECTURE SHEETS. 4. #4 BARS CONTINUOUS HORIZONTAL 12" O.C. 5. #4 BARS VERTICAL 16" 0.C. PROVIDE 12" LONG 90" HOOKS AT BOTTOM. 6. ADJACENT FINISH GRADE. 7. ADJACENT FINISH SURFACE. 6. STEEL TRACK, METAL STUD, AND BACKER BOARD SYSTEM. TYPICAL AT LOCATIONS WHERE TILE SPANS BETWEEN CMU BLOCK SECTIONS. 9. MASONRY WALL ANCHOR. 10. VERTICAL FASCIA TILE TO OVERLAP HORIZONTAL TILE, TYPICAL. 11. RECESSED GFI OUTLET" SEE ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION. 12. 42" WIDE STAINLESS STEEL DOUBLE ACCESS DOORS. MODEL NUMBER TEAD42-C AVAILABLE THROUGH TWIN EAGLES AT (800) 789-2206. NOTES: A. PROVIDE LANDSCAPE ARCHITECT WITH (2) SETS OF STRUCTURAL ENGINEER SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. B. IPE WOOD TO BE HEARTWOOD 11-1 CONSTRUCTION GRADE OR BETTER. C. METAL COMPONENTS TO BE HOT DIP GALVANIZED AND RECEIVE (1) COAT SHOP-APPLIED RUSTPROOF GRAY PRIMER, (1) COAT FIELD-APPLIED RED PRIMER AND (2) COATS FIELD-APPLIED EXTERIOR ENAMEL PAINT. COLOR TO BE SE;LECTED BY LANDSCAPE ARCHITECT . D. ALL EXPOSED NAIL OR SCREW HEADS IN WOOD TO BE COUNTERSUNK AND PLUGGED. E. CONTRACTOR IS REQUIRED TO OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. F. FIELD VERIFY ACTUAL SITE CONDITION PRIOR TO SUBMITTING SHOP DRAWINGS AND STARTING WORK. G. WELDS TO BE CONTINUOUS AND GROUND SMOOTH. H. MEMBER SIZE, REINFORCING, FOOTING DIMENSIONS, AND BASE INFORMATION ARE SHOWN FOR BID PURPOSES ONLY. VERIFY AND COMPLY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT. SCREEN WALL SECTION AT A.V. CABINET SCALE: 1 ¼'° = 1 '"O" SmithConsu!ting Architects 8 • (\J • <: ('I ~ - 4 13>------ -• • • 9 ~---12 LEGEND: 1. PRECISION CONCRETE BLOCK, SOLID GROUT FILL ALL CELLS -SEE DETAIL I/J/K, SHEET 7 FOR SIZE. 2, STAINLESS STEEL WEEP SCREED ATTACHED TO WALL WITH GALVANIZED HARDWARE. 3. 16"x24"s.5" LINEAR LIMESTONE TILE IN RUNNING BOND PATTERN -SEE HARDSCAPE SHEETS FOR COLOR. FINISH, AND SUPPLIER. GROUT COLOR. LATH, MORTAR SCRATCH COAT, MORTAR SETTING BED, AND WATER RESISTANT BOARD TO MATCH ARCHITECTURE SHEETS. 4. CONTINUOUS CONCRETE FOOTING. 5. #4 BARS CONTINUOUS HORIZONTAL 12" 0.C. 6. #4 BARS VERTICAL 16" O.C. PROVIDE 12" LONG 90" HOOKS AT BOTTOM. 7. #4 BARS 16" O.C. lAPPE;D TOP ANO BOTTOM. PROVIDE MIN, 8" OF OVERLAP. 6. ADJACENT FINISH GRADE. 9. ADJACENT FIN ISII SURFACE. 10. 90% COMPACTED SUBGRADE -VERIFY AND COMPLY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT . 11. STEEL TRACK, METAL STUD, AND BACKER BOARD SYSTEM. TYPICAL AT LOCATIONS WHERE TILE SPANS BETWEEN CMU BLOCK SECTIONS. 12. MASONRY WALL ANCHOR. 13. VERTICAL FASCIA TILE TO OVERLAP HORIZONTAL TILE, TYPICAL. NOTES: A. PROVIDE LANDSCAPE ARCHITECT WITH (2) SETS OF STRUCTURAL ENGINEER SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. B. IPE WOOD TO BE HEARTWOOD #·I CONSTRUCTION GRADE OR BETTER. C. METAL COMPONENTS TO BE HOT DIP GALVANIZED AND RECEIVE (1) COAT SHOP-APPLIED RUSTPROOF GRAY PRIMER, (1) COAT FIELD"APPLIED RED PRIMER AND (2) COATS FIELD-APPLIED EXTERIOR ENAMEL PAINT. COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT . D. ALL EXPOSED NAIL OR SCREW HEADS IN WOOD TO BE COUNTERSUNK AND PLUGGED. E. CONTRACTOR IS REQUIRED TO OBTAIN All REQUIRED PERMITS PRIOR TO CONSTRUCTION. F. FIELD VERIFY ACTUAL SITE CONDITION PRIOR TO SUBMITTING SHOP DRAWINGS AND STARTING WORK. G, WELDS TO BE CONTINUOUS AND GROUND SMOOTH. H. MEMBER SIZE, REINFORCING, FOOTING DIMENSIONS, AND BASE INFORMATION ARE SHOWN FOR BID PURPOSES ONLY. VERIFY AND COMPLY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT. CMU BLOCK SCREEN WALL ENLARGED SECTION SCALE: 1 ½" = 1 '"O" 3 1 4 3 LEGEND: 1. 6"X8" PAINTED TUBE STEE THICKNESS. COLOR TO BE UCTURAL SHEETS FOR 2. 2"x6" IPE WOOD SLATS. 3. CONTINUOUS GALVANIZED STE ANGI..Ea. W D TO TRELLIS FRAME PERPENDICULAR TC WOOD SLATS. A/NT MATCH TRELLIS. 4. 2.5" .,,_ GAI..VANIZED STE" E IIT MATCH TRE,l.l.lS. NOTES: u A. PROVIDE LANDSCAPE ARCHITE WITH (2) S S OF STRUCTURAL ENGINEER SHOP DRAWINGS FOR REVIE AND APPROVAL OR TO FABRICATION. 8. IPE WOOD TO BE HEARTW #1 CONSTRUCTIO •RADE OR BETTER. C. METAL COMPONENTS TO HOT DIP GALVANIZED D RECEIVE (1) COAT D, E. SHOP-APPi.JED RUSTP OF GRAY PRIMER, (1) COAT LO-APPLIED RED PRIMER AND (2) COATS FIEL PPLIED EXTERIOR ENAMEL PAIN OLOR TO BE SELECTED BY LANDSCAPE A ITECT. PLUGGED. OR SCREW HEADS IN WOOD TO BE COU ERSUNK AND IS REQUIRED TO OBTAIN ALL REQUIRED PERMITS ION. F. FIELD V IFY ACTUAL SITE CONDITION PRIOR TO SUBMITTING SHOP AND : i>.RTING WORK. G. WE S TO BE CONTINUOUS AND GROUND SMOOTH, H. BER SIZE, REINFORCING, FOOTING DIMENSIONS. AND BASE INFORMA RE SHOWN FOR BID PURPOSES ONLY. VERIFY AND COMPLY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT, TRELLIS FRAME SECTION SCALE: 3" = 1 '" R I D G E LAMDSCAPE A RCHIT EC'f5 8841 Research Dr1¥e- LA. REVIEWED BY: '"AS-SUILr EXP. J " " ,.-t-•_ l-tt-f""-1 • L..l-'-'-H-+-1 -1 • I== · 1 ill= _c•:01 M=J . J, ~ I "": - LEGEND: 1. 6"x6" SQUARE PAINTED TUBE STEEL COLUMN -SEE STRUCTURAL SHEETS FOR THICKNESS. COLOR TO BE DETERMINED. 2. CONCRETE CAISSON. 3. (6) #5 BARS VERTICAL EQUAll Y SPACED, 4, (3) 115 TIES WITHIN TOP 8" OF CAISSON. 5. #5 TIES 12" O.C. REMAINDER Of' CAISSON, 6. ADJACENT FINISH SURFACE. 7. 90% COMPACTED SU8GRADE -VERIFY REQUIREMENTS NOTED IN THE G CHNICAL SOILS REPORT. 8. (4) ½°' DIAMETER BY 6" LONG N ON STUDS WELDED TO TUBE STEEL COLUMN. NOTES: DSCAPE ARCHITECT WITH (2) SETS OF STRUCTURAL 0 I\ :,~rAOT N.OP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO J v,~ o BE: HEARTWOOD #1 CONSTRUCTION GRADE OR BETTER. C. METAL PONENTS TO BE HOT DIP GALVANIZED AND RECEIVE (1) COAT SHOP-APPL! RUSTPROOF GRAY PRIME:R, (1) COAT FIELD-APPLIED RED PRIMER AND (2) TS FIE:LD-APPLIED EXTERIOR ENAMEL PAINT. COLOR D. ALL EXPOSED NAIL ORS W HEADS IN WOOD TO BE COUNTERSUNK AND PLUGGED. 1 ->l------~...>!.---1-1= h-f=n-r:~=..,..,-:::::,1 / 1111\ 11 11 m 111 11Jn~ E. CONTRACTOR IS REQUIRED TO IN ALL REQUIRED PERMITS PRIOR TO CONSTRLJCT!ON. F. FIELD VERIFY ACTUAL SITE CONDITION P DRAWINGS AND STARTING WORK. TO SUBMITTING SHOP DATE DIAMETER t-. TRELLIS COLUMN FOOTING G. WELDS TO BE CONTINUOUS AND GROUND SMOO H. MEMBER SIZE, REINFORCING, FOOTING DIMENSIONS, INFORMATION ARE SHOWN FOR BID PURPOSES ONLY. V COMPLY WITH REQUIREMENTS NOTED IN THE GEOTECHNICA REPORT. SCALE: 1" = APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DM8ION 4/27115 JR 1 CONSTRUCTION CHANGE 11/01/16 JR 2 PLANTING & IRRIGATION ADJUSTED AT NEW ANTENNA ENCLOSURE APPROVED HARDSCAPE DETAILS VlASAT-BLJlLDJNG 10 OARL.8BAD, CALJFORNIA N008 SLiile ZOO Irvine, CA 92618 Tel 9•19 387 IJZJ w~~w.ridgela.c,om INSPECTOR r--r-,~------------T-7l~P~LA~N§N~IN~G=;;;;:====,;==::::::::====:=:===;r==D~A~T~E ====~ -=:::---,_I_D-AT-[-1--BY-1--------□-E-S-CR-IP_T_IO_N ________ I--AP_P_'O--l DWN BT,--=~--=!--II DRAWING NO. 1· CHKD ey____ SUP 13-03 480-2L DATE REVISIONS FIELD BY J' 12 4 ' oO 6 - s SEAT WALL SECTION 6" 1 B" © EQ, EQ @)- ' oO - • o:i - 7 27' EQ EQ EO, TYP. £0, TYP. 2 1. OMIT. 2. P.I.P. CONCRETE SEAT WALL-COLOR TO BE NONE WITH A TOP CAST #05 LIGHT WASH FINISH. 3. SEAT WALL CUSHION -COORDINATE FABRIC COLOR, PATTERN, THICKNESS, ETC. WITH INTERIOR DESIGNER. 4. j' THICK TEMPERED GLASS WINDSCREEN WITH GALVANIZED STEEL CHANNEL FRAME. 5. ½"x3" GALVANIZED STEEL GLASS WIND SCREEN MID POST. PROVIDE 'L' BAR POST AT CORNER. NOTES: A. PROVIDE LANDSCAPE ARCHITECT WITH (2) SETS OF STRUCTURAL ENGINEER SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR ·ro FABRICATION. B. OMIT. C. METAL COMPONENTS TO BE HOT DIP GALVANIZED AND RECEIVE (1) GOAT SHOP-APPLIED RUSTPROOF GRAY PRIMER. (1) COAT FIELD-APPLIED RED PRIMER AND (2) COATS FIELD-APPLIED EXTERIOR ENAMEL PAINT. COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT. D. OMIT. E. CONTRACTOR IS REQUIRED TO OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. F. FIELD VERIFY ACTUAL SITE CONDITION PRIOR TO SUBMITTING SHOP DRAWINGS AND STARTING WORK. G. WELDS TO BE CONTINUOUS AND GROUND SMOOTH. H. MEMBER SIZE, REINFORCING, FOOTING DIMENSIONS, AND BASE INFORMATION ARE SHOWN FOR BID PURPOSES ONLY. VERIFY AND COMPLY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT. SEAT WALL LAYOUT PLAN LEGEND: 1. OMIT. 2. P.I.P. CONCRETE SEAT WALL-COLOR TO BE NONE WITH A TOP CAST #05 LIGHT WASH FINISH. 3. CONCRETE CAISSON FOR TRELLIS STRUCTURE. 4. #4 CONTINUOUS BARS HORIZONTAL 12" O.C .. 5. #4 TIES 12" O.C. 6. ADJACENT FINISH SURFACE. 7. FINISH GRADE. 8. 90% COMPACTED SUBGRADE -VERIFY AND COMPLY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT. 9. ~-THICK TEMPERED GLASS WINDSCREEN WITH GALVANIZED STEEL CHANNEL FRAME. PAINT FRAME TO MATCH TRELLIS. 10. f'x3" GALVANIZED STEEL GLASS WIND SCREEN MID SUPPORT POST. PAINT POST TO MATCH TRELLIS. 11. (2) !' DIAMETER BY 6" LONG NELSON STUDS WELDED TO MID•POST. CORE DRILL AND SET POST WITH NON-SHRINK GROUT. DIAMETER OF CORE-DRILL TO BE f' LARGER THAN POST. FINISH EXPOSED PORTION OF GROUT TO MATCH WALL. 12. K' RADIUS, TYP. NOTES: A. PROVIDE LANDSCAPE ARCHITECT WITH (2) SETS Of STRUCTURAL ENGINEER SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. B. OMIT. • ~ • Cl C'4 1 EQ, TYP. ~ £ 3 5 4 3'-6" ff ff l EO, TYP. -r ~ .. . . . .. ... . . . . .• C. METAL COMPONENTS TO BE HOT DIP GALVANIZED AND RECEIVE (1) COAT SHOP-APPLIED RUSTPROOF GRAY PRIMER, (1) COAT FIELD-APPLIED RED PRIMER AND (2) COATS FIELD-APPLIED EXTERIOR ENAMEL PAINT. COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT. R SEAT WALL ELEVATION D. ALL EXPOSED NAIL OR SCREW HEADS IN WOOD TO BE COUNTE;RSUNK AND PLUGGED. E. CONTRACTOR IS REQUIRED TO OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. F. FIELD VERIFY ACTUAL SITE CONDITION PRIOR TO SUBMITTING SHOP DRAWINGS AND STARTING WORK. G. WicLDS TO BE CONTINUOUS AND GROUND SMOOTH. H. MEMBER SIZE, REINFORCING, FOOTING DIMENSIONS, AND BASE INFORMATION ARE SHOWN FOR BID PURPOSES ONLY. VERIFY AND COMPLY WITH REQUIREMENTS NOTED IN THE GE;OTECHNICAL SOILS REPORT. SCALE: ¾" = 1 '-0" SmithConsu1ting Architects EQ -J<.'Y'~"- 8 fil © 3 5 © ' O} I • IC -~ 8 SCALE: if'"" 1"-0" . .. ·• .. R I D G E LANDSCAPE ARC~l'fECTS . . ·' LA. 26' +/- 8' -6" EQ EQ EQ --------":"·-.. 2 LEGEND: 1. 6"x8" PAINTED TUBE STEEL TRELLIS FRAME-SEE STRUCTURAL SHEE THICKNESS. COLOR TO BE DETERMINED. 2. 2"x6" !PE WOOD SLATS. QM I T 3. 6"x6" SQUARE PAINTED TUBE STEEL COLUMN. SEE STRUCTURAL HEE THICKNESS. COLOR TO BE DETERMINED. 4. P.I.P. CONCRETE SEAT WALL BELOW. NOTES: A. PROVIDE LANDSCAPE ARCHITECT WITH (2) SETS OF STRU . RAL ENGINEER SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FAB ATION. B. !PE WOOD TO BE HEARTWOOD #1 CONSTRUCTION G C. METAi. COMPONENTS TO BE HOT DIP GALVANIZ D RECEIVE (1) COAT SHOP-APPLIED RUSTPROOF GRAY PRIMER, (1 AT FIELD-APPLIED RED PRIMER AND (2) COATS FIELD·APP\.IED EXTERIOR MEL PAINT. COLOR TO Bia SELECTED BY LANDSCAPE ARCHITEGT. D. AJ.L EXPOSED NAIL OR SCREW HEAD WOOD TO BE COUNTERSUNK AND PLUGGED. E. CONTRACTOR IS REQUIRED T BTAIN All REQUIRED PERMITS PRIOR TO CONSTRUCTION. CONDITION PRIOR TO SUBMITTING SHOP DRAWINGS G. WELDS TO BE CO NUOUS AND GROUND SMOOTH. H. MEMBER SIZE, INFORCING, FOOTING DIMENSIONS, ANO BASE INFORMATION ARE ID PURPOSES ONLY. VERIFY AND COMPLY WITH REQUIREMENTS HE GEOTECHNICAL SOILS REPORT. 8'-6" EQ EQ @ I I 3 I I I I I -_l_a, I l.iJ 3 )---l--+---&H;!-1---1-FHI--IHl.(gl I I I I I 1 I e __________ _j 5'-8" PAINTED TUBE STEEL TRELLIS AT SEAT WALL LAYOUT PLAN LEGEND: 1. OMIT. 2. OMIT. 3. OMIT. 4. P.I.P. CONCRETE SEAT WALL -COLOR TO BE NONE WITH A TOP CAST #05 LIGHT WASH FINISH. • oO I . " "" (,>I "' ' oO I . " 5. SEAT WALL CUSrJION -COORDINATE FABRIC COLOR, PATTERN, THICKNESS, ETC. WITH INTERIOR DESIGNER. 6' 6. t• THICK TEMPEREO GLASS WINDSCREEN WITH GALVANIZED STEEL CHANNEL FRAME. 7. tx3" GALVANIZED STEEL GLASS WIND SCREEN SUPPORT POST. PROVIDE 'L' BAR POST AT CORNER. 8. (2) t• DIAMETER BY 6" LONG NELSON STUDS WELDED TO TUBE STEE:L COLUMN. NOTES: A. PROVIDE LANDSCAPE ARCHITECT WITH (2) SETS OF STRUCTURAL ENGINEER SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. B. OMIT. C. METAL COMPONENTS TO BE HOT DIP GALVANIZED AND RECEIVE (1) COAT SHOP-APPi.JED RUSTPROOf GRAY PRIMER, (1) COAT FIELD-APPLIED REO PRIMER AND (2) COATS FIELD-APPLIED EXTERIOR ENAMEL PAINT. COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT. D. ALL EXPOSED NAIL OR SCREW HEADS IN WOOD TO BE COUNTERSUNK AND PLUGGEO. E. CONTRACTOR IS REQUIRED TO OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. F. FIELD VERIFY ACTUAL SITE CONDITION PRIOR TO SUBMITTING SHOP DRAWINGS AND STARTING WORK. G. WELDS TO BE CONTINUOUS AND GROUND SMOOTH. H. MEMBER SIZE, REINFORCING, FOOTING DIMENSIONS, AND BASE INFORMATION ARE SHOWN fOR BID PURPOSES ONLY. VERIFY AND COMPLY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT. ' ~ .I I() - SCALE: i-" = 1 '-0" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" DATE EXP. REVISIONS MUST BE APPROVED BY PUBLI(; HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENfATION IN FIELD. 4/27/15 CONSTRUCTION CHANGE PLANTING & IRRIGATION ADJUSTED AT NEW ANTENNA ENCLOSURE APPROVED CITY OF CARLSBAD PLANNING OIVl8ION HAROSCAPE DETAILS VlASAT-BUlLDlNG 10 CARLSBAD, CALIFORNIA 92008 38 8841 Research Drive REVIEWED BY: JW\ Gr-~\\~-tr IZ.· ,.;;-.,.;, Suite 200 Irvine, CA 92618 Tel 949 387 1323 www.ri<l9ela.c001 INSPECfOR DATE DATE BY DESCRIPTION APP'D REVISIONS PLANNING DATE JB I DWN BY l'ROilECTNO. OAAWINII NO. CHIID l3Y RS rJELD BY SUP 13·03 480-2L ' ., -Tl I= ·~· ;~::;,--,,i"'-'-'-', ' I LEGEND: 1. 'RING' EMBEDDED BIKE RACK -SEE SITE FURNITURE LEGEND FOR COLOR AND FINISH 2. FINISH SURFACE· SEE HARDS CAPE SHEETS FOR COLOR AND FINISH. 3. 3" DIAMETER BY 6-314" DEEP CORE DRILLED HOLE. SET BIKE RACK WITH NON-SHRINK GROUT. COLOR AND TEXTURE OF GROUT TO MATCH ADJACENT CONCRETE PAVING. 4. PROVIDE THICKENED PAVING SECTION AT EACH BIKE RACK TO ACCOMMODATE CORF. DRILLED HOLES. NOTES: A. REVIEW MANUFACTURER'S RECOMMENDED INSTALLATION GUIDE PRIOR TO STARTING WORK. BIKE RACK SCALE: 1" = 1 '-0" LE3END: 1. NUMBER 1111 GARDE 4"xe' DCUGLAS :'"IR BEAM 2 NUMn[R //;1 GRJ\DE 2"x6" OCLIGLAS ;::IR JOIST 3 NUMnrn i'F1 GRt\DE 2"1.:B" DOlJGI.AS FIR RIM JOIST. 4 *"x6" PRE-GROovrn I?, 'NOOO OECKIN2 SEE 1-ARDSCAPE SI lf"TTC> FOR WOOD DECKING DIRECTION ANO LAYOUT 5. FINISH GRADE 6. FIN!SH FLOOR OF BlJILDINU 7. ADc't>.CE/\r FINISH SUR.FACE SEE HARDSCAPE SHEETS FOR COLOR AND FINISH. ll. Tl l'C::;:ENEC EDGE A-:-PAVERS, 8. 15" DIAMETER 13Y 36" DEEF C.'S. SSON FOOTING 1:,. SLCFE -o;:, OF FCOTING -'.', TO DRAIN 11. (4)113 BARS VERTICAL. 1? (3) #3 TIES EQUALLY SPACED. 13. 90% COMPACTED SUBGRADE VERIFY WITh REQUIREvfENTS NOTED IN THE GEOTECHNICA, SOILS REPORT. 14. HOT D!PPED GALVAt\lZED EMBEDD:CD EJEAM TO FOOTING ANCHOR 15. HOT DIPPED GALVANIZED JOIST TO BEAM CONNECTOR 16. 1:1 J.:Ot\E OF INFI-Ul:cNCE AT BU:LCING FOOTING-VEl{IFY FOOTING cot,DITlml AND DEPTH IN FIELD. 17 ,%-•MAX.GAP-SEE ARCHITECTURE SHEETS FOR THR.ESHOI n DETAILS 18 ALIGN DECKING JOINTS OVER JOISl S, I YP(CAr. 19 SINGLE LAYC::q OF MIRAFI 14UN I'II.TER. FA5RIC. OVERLAI' SEAMS MIN. 12" AND PROVJDE GALVANIZED Sl l:::f::L srAPLES 12'" 0 C. ALONG SEAMS ANO PERIMETER 20, PERrOKA! CLJ □RA:N Pl"2 -Sff (:!'/IL SHEETS FOR PIPE sI.::c AND DEPTH. 21, 8" MIN. I HIC:-S LAYER QF 3"-t" SMOOHI RIVER COBBLE. COLIJH ANO .SUPPLIF:R TO rJ[ OET!:::111\11r--HJ. 22 iJ BARS cmn-INUUUS f-ORIZOt\ TAL WITH i,'3 TIES 18" o.c, ~ A PROVIDE LANDSCAPE ARCHITECT WI IH (~:, .';C:T3 OF STRUCTURAL ENGINEER SHOf-' LJl<AWlt.JGS FOR REVIEW AND APPROVAL PR!OR TO FABRICAT.ON B, ALL O:CCK \VOOD TO BE J/1 CONS l"!\UCTION GRADE OR BETTER C AL_ 'NOOD DEC:< NG -o BE PC: H::AIITWOOD DECK SUBSTRUCT JRE SHAJ. flr' Pl{f-_88U <C: TREATED DOUGLAS FIR D ALL HAkD'NARE TO BE Hor DiP GAl"VANIZED C. ALL EXPOSED NAIL m< SCREW HEAC·S IN wnor::, Sf-ALL 81:: COIJNTERmJNK ANO PLUGGED D CONTRACTOR. IS REQUIRED TO OBT.e, NALL Rl::ClLIRED rE.RMITS PRIOR TO <.ON:STR!JCTION, E FIELD VERIFY Acr·uAL SITE CONDI l"IOt\ PRIOR TO SLBll.1ITTING SHOP DRAWING::; Al-JD ST AWING WOl"<K 30" +/- 1'-6" TYP. ' +--'""'ri.......+ ~*I I -i =::: I I i . I I ;_I I I I I 111 IJ 1'-5" WOOD BRIDGE .. - LIGHT FIXTURE AT PAVING: ' \o • (() "" <l <l 2 d q d ., " 1~11 =---1-+===H--"k- q d q 1~11 ·- TTTI i 11 i 1 =11 d l l l- -11 -'k---~-~-, " , " 111 -- ~T 11-1 ~I; TII i 111~11~-1 ~I~ 15 LIGHT FIXTURE FOOTING MIN. ---13 PLAN: PLANTER POT 6" MIN. LIGHT FIXTURE AT PLANTING: ' -l'f) • (() • C\j 9 SECTION: ~FLUSH 7 -•" q ~ ' q ' C q ;j -~ 8 T~:~11 /2 q q " 4 -I 111....,_,__,--- 11 q Ill= --___ - 1 1~-111; I lw . rlll1 I 1- SCALE: f' = 1 '-0" SmithConsultin9 Architects LEGEND: 1. LIGHT BOLLARD I PEDESTRIAN POST TOP LIGHT· SEE ELECTRICAL PLANS FOR MAKE AND MODEL. 2. FINISH SURFACE· SEE CONSTRUCTION PLAN FOR COLOR AND FINISH, 3. FINISH GRADE. 4, {" RAD/US. 5. PROVIDE HARD STEEL TROWEL FINISH TO EXPOSED PORTION OF FOOTING. 6. PROVIDE THICKENED EDGE AT PAVING. 7. BOLT COVER PLATE. 8. NON-SHRINK GROUT LEVELING BcD 9 t• DIAMETER HEADED ANCHOR BOLTS. SEE MANUFACTURER'S BOLT TEMPLATE FOR QUANTITY AND LOCATION. 10. (3) TIES WITHIN TOP 6" OF FOOTING -1st TIE TO BE 1 ½" FROM TOP OF CONCRETE. BOLLARD: POST TOP: #3 TIES #4 TIES 11. PVC ELECTRICAL CONDUIT· SEE ELECTRICAL PLAN FOR SIZE AND QUANTITY 12. VERTICAL BARS WITH HORIZONTAL TIES: BOLLARD: (4) #3'S VERTICAL WITH #3 TIES 12" 0.C. POST TOP: (5) #4'S VERTICAL WITH #4 TIES 12" O.C. 13. 90% COMPACTED SU BG RADE. VERIFY WITH GEOTECHNICAL SOILS REPORT. 14. BOLLARD: POST TOP: 15. BOLLARD: POST TOP: 16. BOLLARD: 24" 48" 16" DIAMETER 24" DIAMETER PROVIDE MINIMUM 12" EFFECTIVE EMBEDMENT POST TOP: PROVIDE MINIMUM 18" EFFECTIVE EMBEDMENT -ll) -0- 3' 22' 2·-10" 5'-4" +/-ft 4 '-J" ft 1 2 LEGEND 1. 2. 3. 3" THICK POLISHED SEALED CONCRETE COUNTER TOP WITH SQUARE EDGE. COLOR TO BE DETERMINED. PROVIDE 4" WELDED WIRE MESH CENTERED IN SLAB. ATTACH TO 1" MARINE GRADE PLYWOOD BASE WITH EXTERIOR ADHESIVE. SEE WALL SCHEDULE FOR COLOR AND SUPPLIER 24" WIDE STAINLESS STEEL OUTDOOR SINK MODEL #TEOS24. AVAILABLE THROUGH TWIN EAGLES AT (800) 789-2206. STAINLESS STEEL OUTDOOR REFRIGERATOR MODEL #TEOR24-C. AVAILABLE THROUGH TWIN EAGLES AT (800) 789-2206. 4. EXISTING ON-SITE BBQ GRILL TO BE REUSED. NOTES A. BARB EC UC ANO SINK INSTALLATION SHALL MEET ALL APPLICABLE CODES AND ORDINANCES. B. REINFORCING, FOOTING DIMENSIONS, AND BASE INFORMATION ARE SHOWN FOR BID PURPOSES ONLY VERIFY AND COMPLY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT AND ON THE STRUCTURAL ENGINEERING SHEETS. SCALE: f" = 1 '-0" BBQ COUNTER LAYOUT PLAN SCALE: i" = 1'-0" LEGEND: 1. PLANTER POT· SEE HARDSCAPE SHE:ETS FOR SIZE, MAKE, AND MODEL. POT MANUFACfURER TO PROVIDE WATERPROOFING ON INSIDE OF POT. 2. TOURNESOL ewe TAPERED CONTAINER IRRIGATION INSERT SYSTEM. VERIFY INSERT SIZE REQUIRED WITH MANUFACTURER BASED ON PLANTER SIZE AND PLANT MATERIAL TYPE. (800) 542· 2282 3. FACE OF BUILDING, WHERE APPLICABLE. 4. PLANTER SOIL· EARTHWORK'S "DISNEY MIX". (951) 782-0260. 5. CONTAINER PLANT. SEE PLANTING SHEETS l'OR PLANT SPECIES AND QUANTITY. 6. FINISH GRADE OF PLANTER POT. 7. FERTILIZER PACKETS· SEE NOTES BELOW. 8. SINGLE LAYER OF MIRAFI 140N FILTER FABRIC -WRAP UP SIDES OF POT. 9. ADJACENT FINISH SURFACE· SEE HARDSCAPE SHEETS. 10. 2" LAYER OF WOOD MULCH. NOTES: A. SHIM AS REQUIRED TO LEVEL PLANTER POT IF DIRECTED OWNERS AUTHORIZED REPRESENTATIVE. B. INSTALL PLANTS 1" ABOVE ADJACENT FINISH GRADE. C. PROVIDE MYCORRHIZIAL PACKETS AS FOLLOWS: 1 GALLON· (1) 7 GRAM PACKET, 5 GALLON · (3) 7 GRAM PACKETS, 15 GALLON/24" BOX· (8) 7 GRAM PACKETS, 30" BOX AND LARGER· (18) 7 GRAM PACKETS. D. CONTINUE BACKFILLING AROUND ROOTBALL BY DEPRESSING SOIL SLIGHTLY BELOW FINISH GRADE. WATER TO SATURATE ROOTS AND FINISH BACKFILLING AROUND ROOTBALL. D. PRUNE AND SHAPE PLANTS IF DIRECTED BY OWNERS AUTHORIZED REPRESENTATIVE. SCALE: ¾" = 1 '-0" R I D G E I At!DSCAPE ARCHITECTS 8841 Rese,mh Drive Suite 200 Irvine, CA 92618 Tel 949 387 1323 www.ridge!a.corn 3' 1 2" 4 11-8" A-A: SECTION AT COUN ff:R 12" ft 5 '-4" ± -(VERIFY GRILL DIMENSIONS PRIOR TO START OF WORK) 0 EQ LF.:Gf::NO 1. 8"'xD"x16' •=:ONCRETE BLOC[( BBQ WAI-L. SOLID GROUT Al.L CELLS. CUT ."IDDITIONAL BLOCK AS NEED TO ACCOMMODATE DESIRED OIMF:Nf;IONS. SEE 'NALL SCHI-_IJIJLE FOR COLOR AND FINISH 2. 3" THICK POUSHEO SEALED C:ONCR!::T;::: 80UNTfR WP WITH SQUARE f:DGE. COLOR TO BE DETERMINEC. PROVIDE 4" WELDED WIRE MESH CENTERED IN SLAB. ATTACH TO 1' MARINE GRADE PL Y'/\/00D BASE '..VITI-I EXTERIOR ADHESIVE SEE WALL SCHEDULE FOR COLOR AND SUPPLIER. PROVlrlE f' RADII ON EDGES, TYP. 3. 18" WIDE STAINLESS STEEL OUTDOOR SINK. ~ 30"' STAINI FSS STEEi [)QUFIU.:. /\.CCES3 flOOR MOU LL !>'TEAD30•C. AVAILfl.BLE THROUGl--I TVo'l~l EAGLES AT (BOU) 789-2206. SECURE TO BLOCK WITH GALVAt-.JIZED MASONRY ANCHORS. +-t.~I ----© 5 ~TAll'ILESS STEEL OUTDOOR REFRIGERATOR MODEL lffEOR24-C. AVAILABLE THROUGH TWIN EAGLES AT (800) 789-2206. 10 I • co I.Hl· SLCTIDN AT GRJLL NOTCH OUT 6 INSTAI I. (1) DIJPLfX F:XTF.RIOR GFI OUTLET AND CONNECT TO POWER SUPPLY PER ELECTRICAL PLANS. 7. SINK DRAIN LINE 8. SINK WATF.R SlJPl"'I YI INE 9 FINISH SURFACE. 10. ISOLATICN JOINT 11, ADJACENT FINISH GRADE. 1L, 90% COlvl~'AG I LU SUUGl<ALJL -VERIFY AND CiJMPL Y WiTH REQUIREMENTS NOTED IN THE GEOTECHN!CAL SOILS REPORT. 13 CONTINUOUS CONCRETE FOOTING. 14. #3 BARS 16'" O.C. VERTICAL. PROVIDE 0" 90" HOOKS AT ENOS. BBQ COUNTER LAYOUT SECTION SCALE: ½" = 1 '-0" "AS-BUILr \~L- L.A. 2809 EXP. REVIEWED BY: INSPECTOR 08/10115 DATE 05131117 REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 4/27/15 JR CONSTRUCTION CHANGE 11101/16 JR 2 PLANTING & IRRIGATION ADJUSTED AT NEW ANTENNA ENCLOSURE DATE BY DESCRIPTION REVISIONS APP'D 4' I I II l l = 15. #3 TIES 16" O.C. 16. #3 BARS HOHIZOTAL. 'r/-14" 0.C. NOTES 2'-3"± EQ EQ EQ A BARBECUE AND SINK INSTAL.LATV)N SHALL. Mic:ET ALL APPL\CAULE COlJl::.S AND ORDINANCES. □. REJNFORCING, f'OOTING DIMENSIONS, AND BASE INFORMATION ARE SHOWN FOR BIU PURPOSCS ONLY VERIFY AND COMPLY WITH REQUIREMENT:3 NOTED IN THE GEOTECHNIC/\L SOILS REPORT AND ON THE STRUCTURAL ENOINLLl~ING SHL'CETS. AS BUILT APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNINGI DIVISION CONSTRUCTION DETAILS VIA.SAT-BUILDING 10 CARLSBAD, CALIFORNIA 92008 38 ffi I APPROVED ~~ ~-S:-!L.;i: ~·\~-!-'? PLANNING DATE OWN BY JB PROJECT NO. DRAWING NO. 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I __ L._._1 _ __L _ __L _ __L_ L_ L __ L _ __L _ __L __ , _ __L_ .. _I __ __L __ , __ __L _ _1__ __ ' __ __L__. , I ' , 8 5' ± 5'-3" ± 5'-3" ± 5' ± ...,i,."---------------------,1'-------------------------.,i,."---------.. --------------,,.'-----------------------+-' ~ • J , ' I, 22' ,, • @ • is) TYPICAL IPE WOOD BRIDGE SECTION SCALE 1" = 1'-0" (Z TYPICAL IPE WOOD BRIDGE LAYOUT PLAN SCALE: 1" = 1 '-0" LEGEND: 1. C.1.P. CONCRETE STEM WALL. EXPOSED PORTIONS OF WALL TO BE SMOOTH HARD TROWEL FINISH. 2. NUMBER #1 GRADE 6"x12" DOUGLAS FIR BEAM. 3. 1"x6" PRE-GROOVED IPE WOOD DECKING -SEE HARDSCAPE SHEETS FOR WOOD DECKING DIRECTION AND LAYOUT. 4 CABLE GUARDRAIL POST. 5. ADJACENT HARDSCAPE. 6. SIMPSON STRONG TIE PBS66 BEAM ANCHOR SECURE WOOD BEAM WITH GALVANIZED STEEL HARWARE. 7. 1.5" O.D. GALVANIZED STEEL HANDRAIL 8. .5 DIAMETER BY 1" LONG GALVANIZED SOLID BAR STANCHION. 9. 1"x1.5"x1.5" GALVANIZED SOLID BAR STOCK INSERT. 10. (2) 5 THICK BY 15" WIDE SOLID BAR STOCK POST 11 .. 5" THICK BY 3" DIAMETER BASE PLATE. 12. j• STAINLESS STEEL CABLE RAIL 13. 1"x6" IPE WOOD SIDING. 14. COUNTER SUNK GALVANIZED HARDWARE. 15. TURN DOWN SLAB AT ADJACENT PAVING EDGE. 16. FINISH GRADE. 17. #5 BARS HORIZONTAL TOP AND BOTTOM WITH #3 TIES AT 12" O.C. NOTES: A SUBMIT SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO START OF FABRICATION. B ALL DECK WOOD TO BE #1 CONSTRUCTION GRADE OR BETTER C. ALL WOOD DECKING TO BE IPE HEARTWOOD. DECK SUBSTRUCTURE SHALL BE PRESSURE TREATED DOUGLAS FIR. D. ALL HARDWARE TO BE HOT DIP GALVANIZED. E. METAL COMPONENTS TO RECEIVE (1) COAT SHOP-APPLIED RUSTPROOF GRAY PRIMER, (1) COAT FIELD-APPLIED RED PRIMER AND (2) COATS FIELD-APPLIED EXTERIOR ENAMEL PAINT. COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT. F. MEMBER SIZE, REINFORCING, FOOTING DIMENSIONS, AND BASE INFORMATION ARE SHOWN FOR BID PURPOSES ONLY. VERIFY AND COMPLY WITH REQUIREMENTS NOTED IN THE STRUCTURAL SHEETS. G. EXPOSED NAIL OR SCREW HEADS IN WOOD TO BE COUNTERSUNK AND PLUGGED. H. CONTRACTOR IS REQUIRED TO OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. I. FIELD VERIFY ACTUAL SITE CONDITION PRIOR TO SUBMITTING SHOP DRAWINGS AND STARTING WORK. J. RAILING TO SUPPORT 50 POUNDS PER LINEAL FOOT OR 200 POUNDS POINT LOAD (WHICHEVER CASE IS WORST) AT A RIGHT ANGLE TO THE TOP RAIL. K. WELDS TO BE CONTINUOUS AND GROUND SMOOTH. KEY NOTES I, 5'+ • ' -------- 1\------------·--------- ,,.----...._,•11---r<="-r---I -' I I ' ,l\ _ _t) TYPICAL IPE WOOD BRIDGE ELEVATION SmithCOl'l'.,Ull.rrliJ Architects 5'-3"± 5'-3"± , ---------·- -----1 If------------------ --·------ ---------·-- , - ------·----l ------· ' . '1-, ' ' '1-, 5'± • 12 7 -·----_______ ___,, -----------------. ----------------·------_______,I\ ___ _ 3 • -----------1 ----"'"· --' ' -5 "'· -------------··- R I D G E LANDSCAPE AK[HIIECIS 88111 Research Drive Suite 200 Irvine, CA 92618 Tel 949 387 1323 www.ridgelu.com I ' I I "AS-BUILr \~w/~0 08/10/15 . I ' DATE LA. EXP. 05/31117 REVIEWED BY: INSPECTOR ' "i- I T i -1'1 AS BUILT SCALE: 1" = 1 '-0" 6 1 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER. 1 •HE11ET 11 CITY OF CARLSBAD JI Bf'EETB I ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO . PLANNING DIVISION I ("38 IMPLEMENTATION IN FIELD. r==========::::::=============::::.'.:455'i.)~ r,-1,-,1-1s-,-JR--,-,,""1\--c-o_N_ST_R_U_C_T_1o_N_C_H_A_N-GE-------.,&r'1-.,-.,t-.t-1<; CONSTRUCTION DETAILS ~ 11101/16 JR /2\ PLANTING & IRRIGATION ADJUSTED AT NEW..,... l>-1:,\<,, VIASA T -BUILDING 10 DATE BY ANTENNA ENCLOSURE CARLSBAD, CALIFORNIA 92008 DESCRIPTION APP'D REVISIONS APPROVED PLANNING OWN BY __ J_B __ CHKO ey __ RS __ FIELD BY PROJECT NO. SUP 13-03 DATE DRAWINGI NO. 480-2L 1 ' 2' 2" TYP. ---· 12 , • 1 4 '-8 11 • ") I . ") LEGEND 1. 8"x8"x16" CONCRETE BLOCK WALL. SOLID GROUT ALL CELLS. CUT ADDITIONAL BLOCK AS NEED TO ACCOMMODATE DESIRED DIMENSIONS. SEE WALL SCHEDULE FOR COLOR AND FINISH. 2. 3" THICK POLISHED SEALED CONCRETE COUNTER TOP WITH SQUARE EDGE. COLOR TO BE DETERMINED. PROVIDE 4" WELDED WIRE MESH CENTERED IN SLAB. ATTACH TO 1" MARINE GRADE PLYWOOD BASE WITH EXTERIOR ADHESIVE. SEE WALL SCHEDULE FOR COLOR AND SUPPLIER. PROVIDE¾" RADII ON EDGES, TYP. 3. INSTALL (4) DUPLEX EXTERIOR GFI OUTLET AND CONNECT TO POWER SUPPLY PER ELECTRICAL PLANS. 4. CONTINUOUS CONCRETE FOOTING. 5. i" WIDE BY,\" DEEP CONTINUOUS SAWCUT CONTRACTION JOINT. ALIGN JOINTS AT BOTH COUNTER TOPS. 6. #3 BARS 16" O.C. VERTICAL. PROVIDE 8" 90" HOOKS AT ENDS. 7. #3 TIES 16" O.C. 8. #3 BARS HORIZOTAL +/-14" 0.C. 9 90% COMPACTED SUBGRADE -VERIFY AND COMPLY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT 10. FINISH SURFACE. 11. FINISH GRADE. 12. CMU BLOCK WING WALL BEYOND. NOTES A. REINFORCING, FOOTING DIMENSIONS, AND BASE INFORMATION ARE SHOWN FOR BID PURPOSES ONLY. VERIFY AND COMPLY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT AND ON THE STRUCTURAL ENGINEERING SHEETS. SERVING COUNTER SECTION DIAMETER PER PLAN 15• MIN. LEGEND: 1. GRANITE BOULDERS PER BOULDER SCHEDULE, SHEET L 1.1 2 90% COMPACTED SUBGRADE PER SOILS REPORT 3. CONCRETE PAVING PER CONSTRUCTION PLAN NOTES: DELIVER 1',2',3' DIA. ROCK SAMPLES TO THE SITE FOR REVIEW BY LANDSCAPE ARCHITECT PRIOR TO DELIVERY. BOULDER INSTALLATION NOTTO SCALE POST ·GATO-RJ~-CtUV:Ef.{ f'ENCfLlNJ;, 1 F!!KL:E PlJS'f _J A l J ELEV,,TJONVJEW (';ATE Mt)UN11NGP(>l)T ,~" ~i;"NCJ:·.MOUT'>i;r,t,:KJ. P()S'T Ci A TEMOCNTb,C,POST B SIOh VU,W ·m _1~⇒1 ~\ 1,11M; ,_ ' '''''R··l,"f • o*. .r'.'""·"''' .. "~1, ~"c\.lV.,!.~ _, -0. __ .t').,l'),., ·.,,<\di-J?Jc.!.01; --· _ ,:.,.,,·, .,.-·_, ,':,;1i•":!""'.!:1\f¢/.'<:,:.,,,, sr'~lL[:-'TMU,L.-\J 2R 0T W :' :_rl_O?~_CANT.'.l~ER'.-:c._~-_T!!.. ·... ·. llA'l'F .;\i',;?'.''i(( .,'."11:A!J~.-lli\N"'l'.;i~_,:i• Slll·L'\':' !."\ I ... ,.,, .. , I T -! 5J.'.ft I ' r· I : i ' . '74W' 12" I i n-,,~~,,~ I 3 6" .v!EKDEL1 REC:OM 11lil} d,;;:pen loc 1mry d.ing on ritkrn J_ ,-··,~.,"- <"-~""' ...... , .. ·,.,_,,,, .. ,,, .... ,, .. ,,. JW !'l<l.'1'.CWf. ·-·1 ... , .. ,,! -.. : I I~ ''1 J' . . ' ·• I. ! , I.I' ..... , ·.1 '.·' , I f . '1 , •. ·. ~ r . ' .I' ,l 1~ ' ' 9'5'':1:.1:.:y, II II II II II II II ' ' u : j ' . ·ft{;/ ':f'Y)?J:('.J~I, ,..l'°"'! "--· ,.._,_, __ .. ... -;-- / ,,,.,,..,., / II II ~ ' u u u ; :{/, i 41fft/O.f.?. ~-, c4. _(( (;n, r-'"'""' o U!IAt '• l . . • I I· . ..... . I I, r ·. rl · I"·: · l r. • I ' ,j I'' . . f>l'U'.!!{'>1'1\ ;s1.-~,1,~ ll<s•»·• - ✓,,.,,,-"" ✓•·'""'' il 2 4 NOTTO SCALE cc METAL SECURITY FENCE (BY OTHERS) NOTTO SCALE 13'-8" (~-- 1 . I I I I I I I I L, __ @1 LEGEND 4'-411 2 ATCOUNl"ERTOI-' AT BACK SPLA,;:lH COUNTER 1. 8"x6"x1 ti" CONCH~ I I:: l:ILOCK WALL. SOUD GROUT ALL CELLS. CUT ADDITIONAL BLOCK AS NEED TO ACCOMMOIJATE DESIRED DIMENSIONS. SEE WALL SCHEDULE FOR COLOR AND FINISH. 2. 3" THICK POLl5HED SEALED CONCRE.TE COUNTER TOP WITH SQUARE EDGE. COLOR TO l:ll= lJETERM INED. PROVIDE 4" WELDED WJRE MESH CENTERED IN SLAB. ATTACH TO 1" MARINE GRADE PLYWOOD BASE 'NITH EXTFRIORADHESIVE. SEE WALL SCHEDULC FOR COLOR AND SUPPLIER. f--'ROVIDE i-" RAD)) ON EDGl::.S, I Yf--'. 3. INb'TALL (4) DUPLEX EXrERIOR GFJ OUTLET AND CONNECT TO POWER SUPPLY PER El FCTRICAL PLANS. 4. CONTINUOUS CONCRETE FOOTING. b. !" WIDE BY J" DEEP CONTINUOUS SAWCUT CONTRACTION JOINT. ALIGN JOINTS AT BOTH COUNTER. TOPS. NOTES 4 '-8" 5 --7 I 2" TYP. I I I I I I I 3 I I I ©-1- 1 I I I I I 2' " ----- 16" --7 I I I I I I I I I I I • IQ - . \'-I I • I le) I • I I~ I I I I -, ... <a, ---~ A REINFORCING, FOOTING DIMENSIONS, AND BASE INFORMATION ARE SHOWN FOR BID PURPOSES ONLY. VERIFY AND COMPLY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT AND ON THE STRUCTURAL ENG/NEER/NG SHEETS. L ___________ J SmithC011suiti11g Architects 4 1-8" R I D G E LANDSCAPE ARCHIT EC!S 8841 Research Drive Suite ZOO Irvine, rn 92618 Tel 949 387 !323 www.ridgela.com l 1 SCALE:½"= 1'-0" 'I • {I LA. 2809 EXP. REVIEWED BY, INSPECTOR TOP VIEW '0.0''· · l,(,25" LVi." 1J•nnc. 40/.if/'. Oi5:ff' fi,o·: --··'"4"" u,1r,,q,, :'!G.@'I 1,76"] 36Ji0" ['.Hi"J RECOXfM ENUtU 1'.!11:liVfi!')' 'd~rien<ling on lp¢t1ljqi'1 ' +f()O'' [4't}'j .J_L(u).'' \)I"] Dlilt\lL ll ' 4 il,93'. ---~il-:1s)1x;,1J !Yi'. j SIDE ViEW NOTE: -$Wll-1Gotr!' -Pl'lffllRATEfl•M!J'TAUNto.VflJlifJ. & .e.; s't'A~l;.!3.0J1Y · ;\,1\1i•!'Jt($tAtt .fffJ: ER ct)A.'i'-fSkt".ki<b Pi:lt/1:(t(Jiiflfr_;InwfJ D 4' WIDE METAL SECURITY GATE (BY OTHERS) NOTTO SCALE 08/10/15 DATE 05/31117 AS BUILT REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINE£R PRIOR TO IMPLEMENTATION IN FIELD 4/27115 JR 1 CONSTRUCTION CHANGE 1'-t-1--" 11/01116 JR 2 PLANTING & IRRIGATION ADJUSTED AT NEW .... 11·%-I- ANTENNA ENCLOSURE DATE BY DESCRIPTION APP'D REVISIONS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. APPROVED PLANNING DWN BY CHKD BY FIELD BY CITY OF CARLSBAD PLANNING DIVISION CONSTRUCTION DETAILS VIASAT-BUILDING 10 CARLSBAD, CALIFORNIA 82008 38 ~l ~~i~:tt to, . l',,-1'?° DATE JB PROJECT NO. DRAWING NO. RS SUP 13-03 480-2L 0 z ....I w \\ i! !! !! \! 11 ! G , _ _1 ') ' I ! . j ,i Ii Q ,' ! KEYMAP 'd' 'rl BUILDING 10 PHASE 1 BUILDING POTABLE WATER METER AND RIP BACKFLOW PREVENTOR 3-STORY OFFICE BUILDING 42 35 ----------· 0 10 20 40 NOT TO SCALE SCALE AND NORTH MATCH LINE -SEE SHEET 14 60 14 1,)50' \'f \ • j I 10 1025' i II \ _,,, CONTRACTOR SHALL PAT(;f{Al'lD REPAIR PARKWAY PLANTIN,G ANO !RRIGATIONTf;CHVIATCH ADjACENT) WHERE DAiAA0GED. SmithConsulting Architects \ \ . \ \ \ R I D G E LAM 11\C A PE ARCHITECII 8341 Rese;irch Drive Suite 200 Irvine. CA 92618 Tel 949 387 1323 www.ridgela.com L.A. \)\ 2809 REVIEWED BY: INSPECTOR EXP. 08/10/15 DATE 05/31/17 • 14A 17 1· TREES I I CD I I I © I IRRIGATION CONSTRUCTION NOTES TRENCHING IN VICINITY OF EXISTING TREES 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 ALI.OWED. PROTECT ALL ROOTS EXPOSED TO SUNLIGHT WITH MOIST BURLAP UNTIL COVERED WITH SOIL. PERIMETER IRRIGATION NOTE: ALL ADJACENT SYSTEMS SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION • NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION OF ALL ADJACENT IRRIGATION SYSTEMS EQUIPMENT THAT IS AFFECTED BY PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEMS AS REQUIRED. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING AND COMMENCING WORK. PAVING OFFSET NOTE: SPRAY HEADS ADJACENT TO PAVING SHALL BE INSTALLED A MINIMUM DISTANCE OF 24" INCHES FROM ANY NON-PERMEABLE SURFACE TO AVOID ANY OVERSPRAY. BUILDING IRRIGATION OFFSET NOTE: ALL IRRIGATION (SPRAY OR DRIP) ADJACENT TO BUILDING SHALL BE INSTALLED A MINIMUM DISTANCE OF 12" INCHES FROM BUILDING TO AVOID WATER/ OVERS PRAY ONTO BUILDING OR WINDOWS. STUB-OUT NOTE: CONTRACTOR SHALL PROVIDE IRRIGATION MAINLINE STUB-OUT AND SPARE CONTROL WIRES AT THIS APPROXIMATE LOCATION FOR FUTURE ADJACENT IRRIGATION IMPROVEMENTS CONNECTION. CONTRACTOR SHALL INSTALL SAID STUB-OUT AND WIRES WITHIN A RECTANGULAR PLASTIC VALVE BOX. CONTRACTOR SHALL VERIFY EXACT STUB-OUT LOCATION IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. IRRIGATION VALVE CALLOUT .------VALVE NUMBER I 1~-----CONTROLLER PROGRAM (1A\ 10 --G.P.M. ~ 1000' -APPROXIMATE LINEAR j FOOTAGE OF DRIP TUBING ~-----VALVE SIZE IRRIGATION NOTE CALLOUT ,..r:--IRRIGATION CONSTRUCTION {J.J CALLOUT NUMBER. ~P.O.C. AND CONTROLLER LlJ CALLOUT NUMBER. NOTE: OUTDOOR EATING AREA (LOCATELl AT SOUTHWEST CORNER OF SITE) 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 SYS fEM LAYOUT IN FILED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. THERE ARE NO OUTDOOR DRINKING FOUNTAINS ON THIS SITE. AS BUILT APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR ANO DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. I SH1E:r II CITY OF CARLSBAD PLANNING DIVISION ETIJ 38 4/27/15 JR CONSTRUCTION CHANGE 11/01/16 JR PLANTING & IRRIGATION ADJUSTED AT NEW - ANTENNA ENCLOSURE DATE BY DESCRIPTION APF'D REVISIONS APPROVED PLANNING IRRIGATION PLAN VIASAT-BUILDJNG 10 CARLSBAD, CALIFORNIA 92008 DATE ffi DWN BY_-::M,,.J __ CHKD 8Y __ R_S __ _ PROJECT NO. SUP 13-03 DRAWING NO. 480-2L FIELD BY \ \ \ \ \ \ \ i ; E~ISTING IRRIGATION )\ND PL,!iNTING TiO REMAIN fROTEC(ED IN PLACE \ I i I u 63' ! I • ii, ii .. . ' I .......... , ...... \').).i\ KEYMAP 0 NOT TO SCALE 72' NOT A PART TO BE INSTALLED WITH PHASE ll / BLDG 11 ) ' -~. ·\,; --""'. __ 11-----t-· -,-~:;~r~ -----,f--+---<;t~ -+e---l~·-'· '' . 1 10 20 40 60 SmithConsu!ting Architects SCALE AND NORTH '\~J. \.~, \cd,NT,RO L~R LOCATION REFER TO CONTROLLER NOTE (#2) BELOW IRRIGATION CONTROLLER SHOWN WITHIN PAVING FOR DRAWING CLARITY ONLY. ACTUAL LOCATION SHALL BE LOCATED WITHIN PLANTER, VERIFY EXACT LOCATIQN IN F\IELD . IRRIGATION NOTE CALLOUT _r:--IRRIGATION CONSTRUCTION '.w~ \\'·~}-> '-~f.t) \ IRRIGATION WATER METER SHOWN WITHIN PAVING FOR DRAWING CLARITY ONLY, REFER TO CIVIL ENGINEER'S PLANS FOR EXACT METER LOCATION. IRRIGATION P.O.C. EQUIPMENT AND MAINLINES SHALL BE LOCATED OUTSIDE OF STREET RIGHT-OF-WAY VERIFY EXACT LOCATION IN FIELD PRIOR TO INSTALLATION. RECYCLED WATER METER LOCATION REFER TO P.O.C. NOTE (#1) AT RIGHT \ \ I I l I I I I I I I --- NOTE· IRRIGATION VALVE CALLOUT ~-----VALVE NUMBER I I CONTROLLER PROGRAM [I] m 0 P.O.C. NOTES P.O.C. NOTE #1: POINT OF CONNECTION SHALL BE A NEW 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 LANDSCArE 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: GATEWAY ROAD CITY OF CARLSBAD WATER DIST. CARLSBAD , CA. PH.# (760) 602-2748 METER SIZE 1-1/2" STATIC PRESSURE 106 PSI. SYSTEM DESIGN PRESSURE 79 PS I. MAXIMUM SYSTEM DEMAND 80 GPM LANDSCAPE AREA SERVED 223,955 SQ. FT. MAXIMUM APPLIED WATER ALLOWANCE (MAWA) 4,568,234 GAL.I YR. ESTIMATED APPLIED WATER USE (EAWU) 3,555.271 GAL.I YR. CONTROLLER NOTES CONTROLLER NOTE #2: CONTROLLER LOCATION. REf'ER TO LEGcND FOR CONTROLLER MAKE AND MODEL NUMBER. CONTROLLER ASSEMBLY SHALL BE INSTALLED IN A STAINLESS STEEL ENCLOSURE. FINAL LOCATION OF CONTROLLER ASSEMBLY AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. THE 120 VOLT POWER SUPPLY HOOK-UP OF THE IRRIGATION CONTROLLER SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. IRRIGATION CONSTRUCTION NOTES TRENCHING IN VICINITY OF EXISTING TREES 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. PERIMETER IRRIGATION NOTE: ALL ADJACENT SYSTEMS SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION • NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION OF ALL ADJACENT IRRIGATION SYSTEMS EQUIPMENT THAT IS AFFECTED BY PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEMS AS REQUIRED. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH Tl-IE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING AND COMMENCING WORK. PAVING OFFSET NOTE: SPRAY HEADS ADJACENT TO PAVING SHALL BE INSTALLED A MINIMUM DISTANCE OF 24" INCHES FROM ANY NON-PERMEABLE SURFACE TO AVOID ANY OVERSPRAY. BUILDING IRRIGATION OFFSET NOTE; ALL IRRIGATION (SPRAY OR DRIP)ADJACENT TO BUILDING SHALL BE INSTALLED A MINIMUM DISTANCE OF 12" INCHES FROM BUILDING TO AVOID WATER I OVERSPRAY ONTO BUILDING OR WINDOWS. STUB-OUT NOTE: CONTRACTOR SHALL PROVIDE IRRIGATION MAINLINE STUB-OUT AND SPARE CONTROL WIRES AT THIS APPROXIMATE LOCATION FOR FUTURE ADJACENT IRRIGATION IMPROVEMENTS CONNECTION. CONTRACTOR SHALL INSTALL SAID STUB-OUT AND WIRES WITHIN A RECTANGULAR PLASTIC VALVE BOX. CONTRACTOR SHALL VERIFY EXACT STUB-OUT LOCATION IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. \.!_} CALLOUT NUMBER. (1A\ 10 --G.P.M. OUTDOOR EATING AREA (LOCATED AT SOUTHWEST CORNER OF SITE) 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 FILED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. THERE ARE NO OUTDOOR DRINKING FOUNTAINS ON THIS SITE. AS BUILT ~P.O.C. AND CONTROLLER L!.J CALLOUT NUMBER. R I D G E LANDSCAPE ARCHITlUS 8841 Research Drive Suit~ 200 Irvine.Ci\ 92618 Tel 9'19 387 1323 1~1·✓,1w ,ridgela.corn ~:,) 1000' -APPROXIMATE LINEAR 1 FOOTAGE OF DRIP TUBING ~-----VALVE SIZF "AS-BUILT" \:J/111. 1mi--✓ 08110/15 DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 4, j/15 CONSTRUCTION CHANGE ti 7.>'\--t', 11/01/16 PLANTING & IRRIGATION ADJUSTED AT NEW_, 11, .i.., ANTENNA ENCLOSURE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DIVISION IRRIGATION PLAN & L.A. ( 2809' EXP. 05/31117 VIASAT-BUILDING 10 CARLSBAD, CALIFORNIA 82008 APPROVED REVIEWED BY: PLANNING OWN BY _ _.cM~J'---l; · I">-\", f-D_AT_E_,__BY_,_ _______ .;_DE:cs_c_R_IP_TI_O_N ________ ~A_P_P_'D---11 CHKD BY __ R_S __ _ INSPECTOR DATE REVISIONS FIELD BY PROJECT NO. SUP 13-03 DATE DRAWING! NO. 480-2L I I i I I I I I I _I NOTE: OUTDOOR EATING AREA (LOCATED AT SOUTHWEST CORNER OF SITE) SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER OVERSPRAY, MIST, OR RUNOFF. ALL IRRIGATION LAYOUT HAS BEEN DESIGNED TO MINIMIZE OVERS PRAY ONTO ALL HARDSCAPE AND EATING AREAS, TYPICAL CONTRACTOR SHALL VERIFY ALL SYSTEM LAYOUT IN FILED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. THERE ARE NO OUTDOOR ORINKING FOUNTAINS ON THIS SITE. v;' 2' NOT A PART TO BE INSTALLED WITH PHASE 11 / BLDG 11 ' W.BELLPL _ ,0 '"""' ,:,' ,f,,::.(" /" .,.;),--' . _,.,:I ,-:!-' f'' j~"_,~f~ /' 0 KEYMAP NOT TO SCALE 105' 18 10 20 40 SCALE AND NORTH ', \ 60 \ I I \ \ \ \ • . \ ·<~'\' C \ i ; \ l \ \ 0 Jj' .~'\ .. ,. -g. iJ_ ... . -CP rn ' '1 I : :.6v•i/~ifil---~ --:··,. ; ,./' SmithConsulting Architects I R I D G E LAN DSC/1 PE ARCHITECTS 8841 Research Drive Suite 200 hvine, CA 92618 Tel 949 387 1323 www.ridgel-a.com L.A. NOT A PART TO BE INSTALLED WITH PHASE II/ BLDG 11 / :J/i~'.?'1;:>" \,/' SYMBOL IRRIGATION SPRINKLER HEAD LEGEND Q VAN H F MANUFACT. MODEL NO. I DESCRIPTION GPM PSI RADIUS DETAIL 14 RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD HUNTE!, HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER RAIN BIRD "AS-BUILr RD-12-S-P30-F-NP, 12" POP-UP HEAD WI RAIN BIRD 8-FLT SERIES MPR NOZZLES WI PCS SCREENS, 020(BRNJ I 025(PNK) HE-VAN / 025(PNK) RD-12-S-P30-F-NP, ·12" POP-UP HEAD WI RAIN BIRD 8 SERIES MPR NOZZLES RD-12-S-P30-F-NP, 12" POP-UP HEAD WI RAIN BIRD 10 SERIES MPR NOZZLES RD-12-S-P30-F-NP, 12" POP-UP HEAD WI RAIN BIRD 12 SERIES MPR NOZZLES RD-12-S-P30-F-NP, 12" POP-UP HEAD WI RAIN BIRD 15 SERIES MPR NOZZLES RD-12-S-P30-F-NP, 12" POP-UP HEAD WI RAIN BIRD 15 STRIP SERIES LCS-PCS-030(SIL) I RCS-PCS-030(SI L) I SST-PCS-060(BLK) I CST-PCS-060(BLK), RD-06-S-P30-F-NP, 6" POP-UP BUBBLER HEAD WI RAIN BIRD 5CST-B-PCS-030(SIL), 5Q-B-PCS-025(PNK), 5H-B-PCS-040(ORG), 5F-B-PCS-060(BLK), STREAM BUBBLER NOZZLES. RD-D6-S-P30-F-NP, 6" POP-UP BUBBLER HEAD W/ RAIN BIRD 5H-B-PCS-030(SIL). EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE. PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL. RD-06-S-P30-F-NP, 6" POP-UP BUBBLER HEAD WI HUNTER MSBN-.50 (GRN) SERIES PRESSURE COMPENSATING FULL-CIRCLE BUBBLER. PLACE BUBBLER AT EDGE OF VINE ROOTBALL TYPICAL. RD-06-S-P30-F-NP, 6" POP-UP BUBBLER HEAD WI HUNTER MSBN-.50 (GRN) SERIES PRESSURE COMPENSATING FULL-CIRCIE BUBBLER. EACH SYMBOL REPRESENTS TWO BUBBLERS PER PALM. PLACE BUBBLERS AT EDGE OF ROOTBALL WITHIN TREE WELL ON OPPOSITE SIDES OF TREE TYPICAL. RWS-B-1402-RWS-SOCK, ROOT ZONE WATERING SERIES SYSTEM. EACH SYMBOL REPRESENTS (2) TWO DEEP WELL BUBBLERS PER TREE. PLACE BUBBLERS AT EDGE OF ROOTBALL, LOCATED WITHIN TREE WELL ON OPPOSITE SIDES OF TREE. ADJUST PER ROOTBALL SIZE TYPICAL. PGP-12-CV-R, ULTRA SERIES, 12" POP-UP SHRUB ROTOR HEAD WI NOZZLES O-,50S R/H-1.0SR/F-2.0SR PGP-12-CV-R, ULTRA SERIES, 12" POP-UP SHRUB ROTOR HEAD WI NOZZLES O-.75SRIH-1.5SR/F-3.0SR PGP-12-CV-R, ULTRA SERIES, 12" POP-UP SHRUB ROTOR HEAD WI NOZZLES 0-1.51 H-2.5 I F-5.0 PGP-12-CV-R, ULTRA SERIES, 12" POP-UP SHRUB ROTOR HEAD WI NOZZLES 0-2 0 I H-3.0 I F-6.0 PGP-12-CV-R, ULTRA SERIES, 12" POP-UP SHRUB ROTOR HEAD WI NOZZLES Q-2.51 H-4.0 I F-8.0 PGP-00-CV-R, ULTRA SERIES, SHRUB ROTOR HEAD ON RISER WI NOZZLES O-.50SRIH-1.0SR/F-2.0SR PGP-00-CV-R, ULTRA SERIES, SHRUB ROTOR HEAD ON RISER Wi NOZZLES O-.75SR/H-1.5SRiF-3.0SR PGP-00-CV-R, ULTRI\ SERIES, SHRUB ROTOR HEAD ON RISER WI NOZZLES 0-1.5 / H-2.51 F-5.0 PGP-00-CV-R, ULTRA SERIES, SHRUB ROTOR HEAD ON RISER WI NOZZLES O-2.0 I H-3.0 I F-6.0 PGP-00-CV-R, ULTRA SERIES, SHRUB ROTOR HEAD ON RISER WI NOZZLES Q-2.51 H-4.0 I F-8,0 .08, .30, .25 .26, 1.55, .52, .1 05 .41, 2.10, .82, 1.64 .65, 1.95, 1.30, 2.60 .92, 2.78, 1.85, 3.70 40, .90, .90 .30, .25, 40, .60 .30 ( 60) .50 .50 (1.0) .50(1.0) .43, .90, 1.7 .68, 1.3, 2.7 1.4, 2.1, 3.5 1.7, 2.7, 5.6 2.1. 3.5, 7.0 .43, .90, 1.7 .68, 1.3, 2.7 1.4, 2.1, 3.5 1.7, 2.7, 5.6 2.1, 3.5. 7.0 XFS-P-06-12, XFS SUB-SURFACE RECYCLED WATER DRIPLINE WITH "COPPER SHIELD TECHNOLOGY" 0.61 GPH PRESSURE COMPENSATING INLINE EMITTERS 12" ON CENTER. FOR COMPLETE IRRIGATION LEGEND REFER TO SHEET 16 30 30 30 30 30 30 30 30 30 30 30 35 35 35 35 35 35 35 35 35 35 5 FT 8 FT 10 FT 12 FT 15 FT 4X15 FT 4X30 FT 3 FT NIA NIA NIA N/A 16 FT 20 FT 25 FT 30 FT 35 FT 16 FT 20 FT 25 FT 30 FT 35 FT A A A A A A A A A A KK A A A A A C, II C,11 C, II C, II C, II V, W, X, Y, Z AS BUILT APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNINQ DIVISION REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, I aH1E&T5 11 ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO . t---l_M_P_LETM_E_NTT-,ArT_IO_N_IN_F_IE_L_D_. -------------~---, r===::::.::================:::'..:~t::f:;~ fl~ 08/10/15 4/27/15 JR 1 CONSTRUCTION CHANGE lfl -r.'4-.i'. IRRIGATION PLAN ffi DATE 11/01/16 JR 2 PLANTING & IRRIGATION ADJUSTED AT NEW""' 11-~I VIASAT-BUILDING 10 2809 EXP, 05/31/17 CARLSBAD, CALIFORNIA 82008 ANTENNA ENCLOSURE APPROVED REVIEWED BY: t?4 \ 6r f:l~-,;;it DATE BY DESCRIPTION APP'D INSPECTOR REVISIONS PLANNING OWN BY, __ M_J __ _ CHKO ey __ R_s __ _ FIELD BY PROJECT NO. SUP 13-03 DATE DRAWING NO. 480-2L SYMBOL 1W NO SYMBOL NO SYMBOL NO SYMBOL ---------- NO SYMBOL [··-··-··-··-··-··-··:1 -··-••--,,·--,··-··-·· ··-··-··-··-··-··-· ··-··-··-··-··-··-·· MANUFACT. NIA JOHN DEERE LANDSCAPES GREEN TECH JOHN DEERE LANDSCAPES GREEN TECH JOHN DEERE LANDSCAPES GREEN TECH JOHN DEERE LANDSCAPES AS APPROVED 3M AS APPROVED AS APPROVED AS APPROVED T. CHRISTY RAIN BIRD RAIN BIRD NETAFIM RAIN BIRO TORO 0-----AS APPROVED -· -· -· -ASAPPROVEO RAIN BIRD III AS APPROVED NO SYMBOL AS APPROVED NO SYMBOL K.B.I. NO SYMBOL K.B.I. R AS APPROVED NO SYMBOL AS APPROVED NO SYMBOL T. CHRISTY'S NO SYMBOL AS APPROVED @ AS APPROVED ® AS APPROVED w,l AS APPROVED ~ AS APPROVED ··-·--DW----AS APPROVED FS AS APPROVED --W --AS APPROVED IRRIGATION VALVE CALLOUT ~-----VALVE NUMBER I I CONTROLLER PROGRAM (11\'\ 10 -G.P.M. W 1000' -APPROXIMATE LINEAR 1 FOOTAGE OF DRIP TUBING ~-----VALVE SIZE IRRIGATION MATERIAL LEGEND (CONTINUED) MODEL NO./ DESCRIPTION GPM PSI 120 VOLT ELECTRICAL POWER PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD. THE COORDINATION OF POWER AND CONNECTION OF CONTROLLER SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. RAIN SENSOR, INSTALLED AS PART OF CONTROLLER ASSEMBLY. MOUNT TO SIDE OF ENCLOSURE AND WIRE TO CONTROLLER. INSTALLED WITHIN STAINLESS STEEL VANDAL RESISTANT ENCLOSURE. RAIN SENSOR SUPPLIED AS PART OF IMPERIAL TECHNICAL SERVICES CONTROLLER ASSEMBLY. HAND HELD REMOTE RADIO TRANSMITTER AND PERMANENTLY MOUNTED RECEIVER. REMOTE CONTROL IS SUPPLIED AS PART OF I.T.S. CONTROLLER ASSEMBLY. CONTRACTOR SHALL TURN OVER REMOTE RADIO TRANSMITTER TO OWNER WITH ALL PROJECT TURN OVER ITEMS. FD101, SINGLE VALVE 2-WIRE FIELD DECODER, (1) DECODER REQUIRED PER REMOTE CONTROL VALVE. CONTRACTOR MAY COMBINE Up TO FOUR (4) VALVES IN A MANIFOLD AND USE (FD401), 4-STATION RAIN BIRD DECODER. STAKE ALL VALVE MANIFOLD LOCATIONS IN FIELD TO VERIFY QUANTITY, LOCATION,ANDTYPE OF DECODERS REQUIRED. INSTALL PER MANUFACTURE RECOMMENDATIONS. LSP•1, LINE SURGE PROTECTOR WITH GROUNDING ROD, PLACED WITHIN 1D" ROUND VALVE BOX, LINE SURGE PROTECTION SHALL BE INSTALLED AT CONTROLLER AND EVERY 500" OF THE 2-WIRE PATH ANO AT ALL DEAD END RUNS. PAIGE P-7072D, DIRECT BURIAL, 111412 AWG. 2-CONDUCTOR "MAXI" COMMUNICATION CABLE WITH TWO TYPE "'UF"' WIRES WITH A "PE" OUTER JACKET. [U.L. APPROVED) DBR-6 DIRECT BURIAL WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS. (PURPLE) "RECYCLED WATER" PVC PIPE wrrH WORDS "RECYCLED WATER-DO NOT DRINK" 314" -2" CL. 200 AS LATERAL LINES 12" BELOW GRADE. RADIUS {PURPLE)"RECYCLED WATER" PVC PIPE WITH WORDS "RECYCLED WATER-DO NOT DRIN"s" (1-1l4"· 1-112" SCH. 40) (2"'-3" CLASS 315)AS MAINLINES, REFER TO DETAILS FOR DEPTH. INSTALL WITH 3• WIDE "RECYCLED WATER" , METALLIC DETECTABLE WARNING TAPE. (PURPLE) "RECYCLED WATER" PVC PIPE AS SLEEVING, (SCH. 40 UNDER PAVING NON-ROADS) (SCH. 80 UNDER ROADS) WITH WORDS "RECYCLED WATER-DO NOT DRINK". PLACE BELOW ALL PAVING, HARDSCAPE, ETC., ANO AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. REFER TO DETAILS FOR DEPTH . SLEEVING LOCATIONS SHALL BE MARKED AT EACH END AT THE TIME OF INSTALLATION WITH A PAINTED SPOT ON THE BACK FACE OF THE CURB OR on1ER MARKING. EXACT SLEEVE LOCATIONS SHALL BE MARKED ON RECORD DRAWINGS WITH DIMENSIONING FOR IRRIGATION AS-BUILT PLANS PRIOR TO BACKFILL. TA•DT•3•PRW, 3" WIDE DETECTABLE "RECYCLED WATER", PURPLE METALLIC BACKED UNDERGROUND WARNING TAPE. INSTALL WARNING TAPE CONTINUOUSLY ALONG ALL MAINLINE AND SLEEVE ROUTING. XFS-P-06-12, XFS SUB-SURFACE RECYCLED WATER DRIPLINE WITH "COPPER SHIELD TECHNOLOGY" 0.61 GPH PRESSURE COMPENSATING INLINE EMITTERS 12" ON CENTER. INSTALL DRIP TUBING ROWS A MAXIMUM OF 14" SPACING. DRIP TUBING SHALL BE INSTALLED 4"· 6' BELOW FINISHED SOIL GRADE WITH 9" WIRE STAKES FIVE (5) FEET ON CENTER; VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING WORK. ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING "RAIN BIRD XF SERIES" 17mm DRIPLINE INSERT FITTINGS. USE XFD-MA-075, 3/4'" BARB MALE ADAPTER INSERT FITTING FOR CONNECTION BETWEEN PVC LATERAL LINES AND DRIP TUBING. ·rECHLINE Tl060MFV-1 AUTOMATIC FLUSH VALVE AT END/MIDDLE OF DRIPZONE 314" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH VALVE INSIDE A SEPARATE 6" ROUND VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL MININIMUM ONE FLUSH VALVE PER 1000' OF TUBING IN EACH DIRECTION ON DRIPLINE FLUSH MANlFOLD. INSTALL 18" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. ARV-100 AIR/VACUUM RELIEF VALVE INSTALLED WIH\IN A 6" ROUND VALVE OOX AT THE HIGH POINT OF EACH PLANTER, MINIMUM 1 ARV PER 500' OF DRIP LINE. MULTIPLE ARV'S SHALL BE REQUIRED PER RCV WITHIN UNDULATING AREAS. INSTALL VALVE BOX MINIMUM 18" FROM PAVING AND AT HIGH POINTS OF PLANTER AREA. INSTALL ALL AIR VACUUM RELIEF EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. T-DL-MP9, DRIPLINE POP-UP OPERATIONAL INDICATOR. INSTALL ONE INDICATOR PER DRIP VALVE ZONE. PLACE IN SHRUB AREAS ONLY 18" FROM PAVING. INSTALL PER MANUFACTURER'S SPECIFICATIONS. MAINLINE STUB-OUT WITH COILED CONTROLLER WIRES FOR FUTURE ADJACENT IRRIGA'flON IMPROVEMENTS CONNECTION LOCATED WITHIN A PLASTIC RECTANGULAR VALVE BOX. VERIFY EXACT LOCATION IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE. ULTRAVIOLET RESISTANT SCH. 40 PVC PIPE WITH PURPLE RECYCLED WATER STENCIL (314"-2") LATERAL LINES INSTALLED ON-GRADE. STAKE PIPE AT 8' D.C. USING #4 REBAR ,I-HOOKS. ALL ON-GRADE UVR PIPE LOCATIONS SHALL BE VERIFIED AND APPROVED IN FIELD WITH OWNER'S AUTHORl~ED REPRESENTATIVE PRIOR TO INSTALLATION. SXB-360-1032 SERIES, FULL-CIRCLE, XERI-BUBBLER WITH 10-32 THREAD. INSTALL WITH MODEL PFRIFRA24, PRE-ASSEMBLED POLYFLEX RISER ADAPTER. EACH SYMBOL REPRESENTS (1) XERI-BUBBLER PER VINE LOCATED WITHIN IN-LINE DRIP TUBING AREAS. BUILDING CROSS CONNECTION TEST STATION. 13 GPH 20 CONCRETE THRUST BLOCKS CONSISTING OF A MINIMUM 1 CUBIC FOOT OF CONCRETE (2.000 PSI] SHALL BE INSTALLED AROUND MAINLINES 3" AND ABOVE AT ELBOWS AND AT POINT OF CHANGE IN DIRECTION. KSC-XXX-S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLERS. KC-XXX-S SPRING CHECK VALVE, LINE SIZE.1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE, WHEN RCV IS HIGHER THAN THE SPRINKLERS. RECYCLED WATER SIGNS, INSTALL QUANTITY AND LOCATIONS PER PER THE CARLSBAD MUNICIPAL WATER DISTRICT ANO SAN DIEGO (DEH) WATER RECYCLING RE:QUIREMENTS. CONTROLLER SHALL HAVE RECYCLED WATER PLACARD INSTALLED AS REQUIRED. (PURPLE) "RECYCLED WATER" VALVE I.D. TAG INSTALL WITHIN EACH VALVE BOX TYP. ALL VALVE BOXES SHALL BE (PURPLE) "RECYCLED WATER" AND MARKED AS REQUIRED. POTABLE WATER METER PER CIVIL ENGINEER'S SHEETS. POTABLE WATER RIP BACKFLOW DEVICE PER PLUMBING ENGINEER'S SHEl::fS. FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS FIRE SERVICE DOUBLE DETECTOR CHECK, PER CIVIL ENGINEER'S SHEETS. POTABLE WATERLINE FOR WATER FEATURE, PER PLUMBING ENGINEER'S SHEETS. FIRE LINE, PER CIVIL ENGINEER'S SHEETS. POTABLE WATERLINE, PER CIVIL ENGINEER'S SHEETS. NOTE: ALL EQUIPMENT SHALL COMPLY WITH CARLSBAD MUNICIPAL WATER DISTRICT RECYCLED WATER REQUIREMENTS FOR RECYCLED WATER. IRRIGATION NOTE CAL.LOUT ~IRRIGATION CONSH,UCTIDN \.!) CALLOUT NUMBER. ,_..c;--P .0.C. AND CONTROLLER LU CALLOUT NUMBER. SmithConsuJting Architects 12" DETAIL NIA L NIA N,O.P,Q Q,R P.Q s T T,HH U.HH T.U,HH V,W,X,Y,Z AA BB cc DD EE JJ LL MM NN NIA NIA FF L NIA NIA NIA N/A NIA NIA NIA NIA NIA R I D G E LAMD5CAPE ARC HIT ECfS 8841 Researd1 Delve Suite 200 lr~ne, CA 92618 Tel 9•193871323 www.ridgela.co111 Q ._ ~ i;. <, ~ Iii ~ G) G) @) SYMBOL VAN H F .... ..... (!) e • "' "7 T <, e • ~ !!! ■ E! I!,!) ~ ® ® ® ® (?) Q) @ @ @ ® @ @ ® @ ®@ @ ® ® ® ® [fil @ ® ® @) MANUFACT. RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRO RAIN BIRD RAIN BIRD RAIN BIRD HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER P.O.C. EATON WILKINS AS APPROVED SUPERIOR JOHN DEERE LANDSCAPES NIBCO RAIN BIRD RAIN BIRD NELSON JOHN DEERE LANDSCAPES GREEN TECH "AS-BUILT" DATE L.A. EXP, REVIEWED BY: INSPECTOR DATE IRRIGATION MATERIAL LEGEND MODEL NO. I DESCRIPTION GPM PSI RADIUS RD-12-S-P30·F•NP, 12" POP-UP HEAD WI RAIN BIRD 8-FLT SERIES MPR NOZZLES WI PCS SCREENS, 020(BRN) / 025(PNK) HE-VAN/ 025(PNK) RD-12-S-P30-F-NP, 12" POP-UP HEAD WI RAIN BIRD 8 SERIES MPR NOZZLES R0-12-S-P30-F-NP, 12'" POP-UP HEAD WI RAIN BIRD 10 SERIES MPR NOZZLES RD-12·S·P30-F-NP.12" POP•UP HEAD WI RAIN BIRD 12 SERIES MPR NOZZLES RD-12-S-P30-F-NP, 12" POP-UP HEAD WI RAIN BIRD 15 SERIES MPR NOZZLES RD-12-S-P~O-F-NP, 12" POP-UP HEAD WI RAIN BIRD 15 STRIP SERIES LCS-PCS·030(SIL) I RCS-PCS-030(SIL) I SST-PCS-060(BLK) I CSf ·PCS-060(BLK). RD-06-S-P30-F-NP, 6" POP-UP BUBBLER HEAD WI RAIN BIRD 5CST-8-PCS-030(Sll), SQ-B•PCS-025(PNK), 5H-B-PCS-040(0RG), 5F-B-PCS-060(BLK), STREAM BUBBLER NOZZLES. NOTE: .08, .30, .25 .26, 1.55, .52, .1.05 .41, 2.10, .82, 1.64 .65, 1.95, 1.30. 2.60 .92, 2.78. 1.85, 3. 70 .40, .90, .90 .30, .25 • .40, .60 ALL SPRAY HEADS THAT REQUIRE ARC ADJUSTMENT FOR OVERSPRAY SHALL BE INSTALLED WITH RAIN BIRD (HE.YAN) HIGH-EFFICIENCY VARIABLE ARC SPRAY NOZZLES. RD-06..S-P30-F-NP, 6" POP-UP BUBBLER HEAD W/ RAIN BIRD 5H-B-PCS-030(SIL). EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE. PLACE BUBBLERS AT EDGE OF RDOTBALL ON OPPOSITE SIDES OF TREE TYPICAL. RD-06-S-P30-F-NP, 6" PDP-UP BUBBLER HEAD WI HUNTER MSBN-.50 (GRN) SERIES PRESSURE COMPENSATING FULL-CIRCLE BUBBLER. PLACE BUBBLER AT EDGE OF VINE RODTBALL TYPICAL RD-06-S-P30-F-NP, 6" POP-UP BUBBLER HEAD WI HUNTER MSBN-.50 (GRN) SER.IES PRESSURE COMPENSATING FULL-CIRCLE BUBBLER. EACH SYMBOL Rlr'RESENTS TWO BUBBLERS PER PALM. PLACE BUBBLERS AT EDGE OF ROOTBALL WITHIN TREE WELL ON OPPOSITE SIOES OF TREE TYPICAL RWS-B-1402-RWS-SOCK, ROOT ZONE WATERING SERIES SYSTEM. EACH SYMBOL REPRESENTS (2) TWO DEEP WELL BUBBLERS PER TREE. PLACE BUBBLER$ AT EDGE OF ROOTBALL, LOCATED WITHIN TREE WELL ON OPPOSITE SIDES OF TREE. ADJUST PER ROOTBALL SIZE TYPICAL. PGP-12-CV-R, ULTRA SERIES, 12" POP-UP SHRUB ROTOR HEAD WI NOZZLES Q-.50SRIH-1.0SRIF-2.0SR PGP-12-CV-R, ULTRA SERIES, 12" POP-UP SHRUB ROTOR HEAD WI NOZZLES Q-.75SRIH-1.5SR/F-3.0SR PGP-12-CV-R, ULTRA SERIES, 12" POP-UP SHRUB ROTOR rlEAD WI NOZZLES 0-1.51 H-2.5 / F-5.0 PGP-12-CV-R. ULTRA SERIES, 12" POP-UP SHRUB ROTOR HEAD WI NOZZLES Q•2.0 I H-3.0 I F-6.0 PGP-12-CV-R, ULTRA SERIES, 12'' POP-UP SrlRUB ROTOR HEAD WI NOZZLES Q-2.5I H-4.0 I F-8.0 PGP-00-CV-R, ULTRA SERIES, SMRU8 ROTOR HEAD ON RISER WI NOZZLES Q-.50SR/H-1.0SRIF-2.0SR PGP-00-CV-R, ULTRA SERIES, SHRUB ROTOR HEAD ON RISER WI NOZZLES Q-.75SR/H·1.5SR/F·3.0SR PGP•OO•CV-R, ULTRA SERIES, SHRUB ROTOR HEAD ON RISER WI NOZZLES Q-1.51 H-2.5 / F-5.0 PGP-00-CV-R, ULTRA SERIES, SHRUB ROTOR HEAD ON RISER WI NOZZLES Q-2.0 I H-3.0 I F-6.0 PGP-00-CV-R. ULTRA SERIES. SHRUB ROTOR HEAD ON RISER WI NOZZLES Q-2.5 / H-4.0 I F-8.0 NOTE: .30 (.60) .50 .50 (1,0) .50 (1.0) .43, .90. 1.7 .68, 1.3, 2.7 1.4, 2.1, 3.5 1.7, 2.7, 5.6 2.1, 3.5, 7.0 .43, .90, 1.7 .68, 1.3, 2.7 1.4,2.1,3.5 1.7, 2.7, 5.6 2.1, 3.5, 7.0 ALL SPRAY AND ROTOR HEAD BODIES SHALL flAVE FACTORY INS"rALLED RECLAIMED WATER IDENTIFICATION CAP. NEW 1-112" RECYCLED WATER IRRIGATION METER WITH 2" SERVICE LINE. VERIFY Sl7.E. LOCI\TIDN,AND STATIC WATER PRESSURE IN FIELD. 30 30 30 30 30 30 30 30 30 30 30 35 35 35 35 35 35 35 35 35 35 SIMPLEX MODEL 1172, CAST IRON, BASKET STRAINER 2" SIZE WI FLANGED CONNECTIONS AND 80 MESH FILTER ELEMENT. ( 2" FLANGED PART II ST0720200F4C) 500HLR, 1-112' PRESSURE REGULATOR, SE"f PER PRESSURE CALCULATIONS. CROSS CONNECTION TEST STATION. 3200-R, SERIES 1-112" NORMALLY CLOSED, RECYCLED WATER, MASTER CONTROL VALVE. FSF-150B. 1·1/2' BRASS FLOW SENSOR, INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND WIRE TO CONTROLLER. USE #14AWG, 2-CONDUCTOR JACKETED WIRE INSTALLED WITHIN 1' PVC CONDUIT FROM THE FLOW SENSOR TO THE CONTROLLER. INSTALL WITH TWO-WIRE SENSOR DECODER. FLOW SENSOR IS SUPPLIED AS PART OF JOHN DEERE ASSEMBLY. T-560-70. BRONZE BALL VALVE, LINE SIZE PER MAINLINE. PESB-R-PRS-D (1" OR 1-112") SERIES PLASTIC, RECYCLED WATER. PRESSURE REGULATING, REMOTE CONTROL VALVE WITH PURPLE HANDLE, SIZE AS SHOWN. INSTALL WITH TWO-WIRE DECODER. PESB-R [1" DR 1-112") SERIES PLASTIC RECYCLED WATER, PRESSURE REGULATING, 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 LESS THAN 16 GPM. INSTALL TWO (2) FILTERS FOR DEMANDS 16 GPM AND GREATER. SEE DETAIL. INSTALL WITH TWO-WIRE DECODER. 7645, 1" NON-POTABLE, ACME THREAD, QUICK COUPLER VALVE WITH PURPLE LOCKING COVER. CA6-RB05-125 I GTETM I LPP I RSE / RFSVC-1508 I MVPE/ LIMR, RAIN BIRD TWO-WIRE, 125 STATION, "ET" SMART, CONTROLLER ASSEMBLY. INSTALLED WITHIN A STAINLESS STEEL TOP ENTRY ENCLOSURE. FOR ANY FURTHER INFORMATION CONTACT JOHN ROSS WITH JOHN DEERE LANDSCAPES GREEN TECH DIVISION, LAGUNA HILLS, CA. 800-427·0779 THE INSTALLATION OF CONTROLLER ASSEMBLY MUST BE APPROVED AND CERTIFIED BY JOHN DEER GREEN TECH DIVISION. PROVIDE COPIES OF CERTIFICATION TO THE OWNER'S AUTHORIZED REPRESENTATIVE AND LANDSCAPE ARCHITECT. 5 FT BFT 10 FT 12 FT 15 FT 4X15 FT 4X30 FT 3 FT N/A N/A N/A NIA 16 FT 20 FT 25 FT 30Fr 35FT 16 FT 20 FT 25FT 30 FT 35FT DETAIL A A A A A A A A A A KK A A A A A II, JJ II, JJ 11,JJ II. JJ II, JJ GG B C D E F G H,K I, K J,K L, M APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TD IMPLEMENTATION IN FIELD. 4127115 JR 1 CONSTRUCTION CHANGE ,., 11/01/16 JR 2 PLANTING & IRRIGATION ADJUSTED AT NEW ANTENNA ENCLOSURE DME BY DESCRIPTION REVISIONS 1-1"""· ,:::; /t.,51,. "-- APP'D APPROVED PLANNING OWN SY CHKD SY FltLO SY CITY OF CARLSBAD PUNNING DIVISION IRRIGATION LEGEND 38 VJASA~f -BUJLDJNG 10 &-· CAFIL8ltAD. CIILIFORNIA NC>08 l~-&. Gr~ ~u..Qt-1-i. f.;", 1-f DATE MJ PRU a 11 NG. l1 DRAMNGNQ RS SUP 13-03 480-2L ) 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 SE RESPONSIBLE AND LIABLE FOR ANY ENCROACHMENT INTO ADJACENT PROPERTY, R.OW.'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 OCC'JR. 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 HIE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS Of UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE PROJECT LANDSCAPE ARCHITECT FOR D\RECTION. 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 ~OR INSTALLATION OF All IRRIGATION EQUIPMENT DOWNSTREAM OF THE POINT OF CONNECTION (P .0.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 HIE 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 T,IEIR 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 DIGf"rAL PHOTOGRAPHS OF THE PRESSURE GAUGE TO THE LANDSCAPE ARCHITECT AT BEGINNING AND END OF TEST PERIOD. 16. 120-VOL T 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 ANO 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 HIAT 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 SCrl 40 PVC SLEEVES, AS CAU£0 OUT ON PLANS, OR AS PER LOCAL CODES AND MUST BE COORDINATED WITH THE GENERAL CONTRACTOR AND CONTRACTORS OF ALL VARIOUS TRADES THAT MAY BE 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 DRILLEO AND SLEEVED PER ABOVE, UNLESS AN EXISTING SLEEVE IS AVAILABLE FOR RE-USE WHICH WILL NOT SIGNIFICANTLY AFFECT THE SYSTEM DESIGN. 21. USE CHE:CK VALVES AS REQUIRED TO ELIMINATE LOW HEAD DRAINAGE. 22. THE CONTRACTOR SHALL INSTALL K8I 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 HIE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND ADJUSTING THE FLOW CONTROL AT EACrl VALVE TO OBTAIN THE OPTIMUM OPERATING FLOW FOR EACH SYSTEM, 25. WHEN RADIUS OF SPRINKLER Hf:ADS AS REQUIRED FOR PROPER COVERAGE IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAil 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 8Y 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. 29. PIPE SIZES SHAU, 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 ELECTRICAL CONTROL WIRE SHALL BE DIRECT BURIAL #14 U.F. APPROVED IN AN 18" OEEP TRENCH INSTALLED UNDER THE MAINLINE PIPE. WIRE CONNECTORS SHALL BE PENTITE OR ORI-SPLICE ONLY. COLORS FOR CONTROL WIRE SHALL BE AS FOLLOWS: A, COMMON WIRE· WHITE (FOR MULTIPLE CONTROLLERS USE DIFFERENT STBIPE COLOR PER CONTROLLER) B. HOT WIRE -BLACK C. EXTRA COMMON WIRES · WHITE WITH ORANGE STRIPE -MINIMUM 3 EACH OIRECTION AND ONE TO EACH LEG OF MAINLINE FROM POC PER CONTROLLER {DIFFERENT STRIPE COLOR PER CONTROLLER) D. EXTRA HOT WIRES, MINIMUM (1) EXTRA HOT WIRE FOR EVERY (5) WIRES PLUS (3) EXTRA HOT WIRES RUN TO EACH END OF MAINLINE BACK TO THE CONTROLLER -LABEL ALL SPARE WIRES AT BOTH ENDS "SPARE". E. MASTER VALVE -BLUE WI WHITE STRIPE I WHITE W/ BLUE STRIPE. F. FLOW SENSOR -RED W/ WHITE STRIPE/ RED W/ SLUE STRIPE. 31. ALL AUTOMATIC CONTROLLER PROGRAMS MUST BE SE"f TO OPERATE BETWEEN THE HOURS OF 10 P.M. AND 6 A.M. 32. 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 WDRKMANSr\lP, SAID DIFFICULTIES SHALL BE IMMEDIATELY CORRECTED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST. 33. THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT ANO REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE OWNER. 34. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE ANO 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 RESPONSIBILIIY FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. 35. 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 ANO COMPLETE. FURNISH All MATERIALS ANO 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 OHIER HARDSCAPE / STRUCTURE. 2. MAINLINE SHOWN WITHIN PAVING FOR ORAWING 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 PATrERN 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 w1n1 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. 0. OVERHEAD IRRIGATION SHALL NOT BE PERMITTED WITHIN 24 INCHES OF ANY NON-PERMEABLE SURFACE, (PER STATE ORDINANCE AB 1381.) 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. ANO 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 LEAD WIRES TO BE #'14 GAUGE, AND BLACK IN COLOR. All COMMON WIRE TO BE 1114 GAUGE AND WHITE WITH COLORED STRIPE DIFFERING PER CONTROLLER. TWO (2) EXTRA WIRES SHALL BE PROVIDED FOR EACH GROUP OF FIVE (5) VALVES AND LOOPED IN A NEARBY VALVE BOX WITH MINIMUM 2' OF COILED WIRE. 10. ALL IRRIGATION ADJACENT TO BUILDING SHALL BE INSTALLED A MINIMUM DISTANCE OF 12' INCHES FROM BUILDING TO AVOID WATERIOVERSPRAY ONTO BUILDING OR WINDOWS, ALL LAYOUT SHALL BE CONFIRMED IN FIELD WITH OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. 11. TREE 8UBBLERS 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. 12. IRRIGATION SYSTEM LAYOUT HAS BEEN DESIGNED TO ACCOMMODATE SHRUB HEDGES AND TO MINIMIZE SPRAY PATTERN DISTORTION OR BLOCKAGE FROM HEDGE ROWS. CONTRACTOR SHALL INSTALL SPRINKLERS IN FRONT OF HEDGE ROWS TO AVOID ANY DISTORTION OR BLOCKAGE FROM HEDGE ROWS AND ALSO TO PROVIDE ADEQUATE COVERAGE TO ALL PLANTER AREAS INCLUDING THE HEDGE ROWS. ALL LAYOUT SHALL BE CONFIRMED IN FIELD WITH OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. 13. 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. HIE 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 ANO 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 HIE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO HIE OWNER. 14. ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE APPROXIMA"rE. 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 B~ DETERMINED BY THE OWNER., MINOR MODIFICATIONS OF ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BY THE OWNER SI-IALL BE PROVIDED 8Y 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. 15. 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 ANO APPROVAL BY OWNER PRIOR TO INSTALLATION OF THIS EQUIPMENT. FINAL LOCATION AND EXACT POSITIONING OF BACKFLOW PREVENTER AND All IRRIGATION APPURTENANCE SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF THE BACKFLOW PREVENTER, ANO 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. Guidelines For Recycled Water Use The fo\lowtng guidelines are intended to provide the basic parameters for ttte use of rec!almed water in landscape irrigation. To oparcJ.le your systen1 in compliance with these guidelines you must 1. Irrigate belween the hours of 1.0:00 p,m_ and 6:00 a.m. only. Watering ou1s!c.le this time frame must be done manua!!y with qualified supervisory personnel on-site. No system shall at any time be left unaltended tlmirig use outside ttie normal schedule. 2. lrrlgate in a manner that will mlnirnize runoff pooling and ponding. The application rate shall not exceed the infiltration rate of the soll. Timers must be adjusted so as la be compatible with the lowest soil infiltration rale present. This procedure may be facilitated by the efficient scheduling of the automatic control clocki;, (I.e. employing the repeat function to break. up th-e total irrigatton time into cycles that will promote maxtmurn soil absorption}. 3. Acijust spray heads lo eliminate overspray Into areas riot under the control of the customer. For e;,-;ample, pool decks, private patios, streets and sidewal.ks. 4, Manito!' and maintain the system to mlnirnize equipment and material iatlure. 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 re<;lalmec.l water, and the fa.ct that it is not approved fof drjnklng purposes. Given the high tumover rate of employees ln the landscape industry, i! is important that this infom1attan be disseminated on an almost daily basli:;. 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 rnoditicalions to any on~ site facilities, Such changes must be submitted to, and approved by, the District Erigirieerlng office and designed In accordance with Dislricl standards. Failure to comply with any or all of the above gutdel[nes puts your syslem in violation Of the District's Rules and Regulations and will resl,l,tt in termiriallor1 of service unlil Iha appropriate corrective sleps have been laken, SmithCDnsultlng 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 rouNo. 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 BEAS 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 EQIJIPMENT 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 IMPROVEMlaNTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS F!EQUIRING MODIFICATION WITH THE OWNER'S AUHIORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. 7. CONTRACTOR SKALL 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, EASEMENTS, 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 PLACE. 11. CONTRACTOR SHALL PROVIDE FOR THE IRRIGATION OF EXISTING PLANT MATERIAL THROUGHOUT THE CONSTRUCTION PROCESS. ANY DAMAGE DUE TO CONSTRUCTION SHALL BE REPAIRED lMMEOIATEL Y 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 WIHI OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND UPON COMPLETION OF WORK. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE ADJUSTMF.NT/MODIFICATION OF EXISTING IRRIGATION SYSTEM WITHIN THIS AND OTHER AREAS AFFECTED 6Y 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, ANO CONDITIONS SHALL BE VERIFIED IN FIELD WITH OWNER'S AUT/-IORIZED 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 DIAME:TER. 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 ALLOWEDC PROTECT ALL ROOTS EXPOSED TO SUNLIGHT WITH MOIST BURLAP UNTIL COVERED WITH SOIL. Recycled Water Standard Plan Notes 1. All work shall be done in accordance with the City of Carlsbad's Rules and Regu\ntions. 2. Drinking water fountains and designated outdoor eating areas shall be protected against contact with recycled water spray, mlst or runoff. 3. eesl n,ariagement practices shall be used lo eliminate or control to the best possible; ponding, run-off, (JVer-spray and misting. 4. Hose bibs arc strictly prohibited. 5. Cross-connections between recycled waler line!';! and potable wa1er lines are strictly protifbitecl. 6. No substitutions of pipe materials will be allowed withoLLt prior appro't'al ot the City of Carlsbad. 7. All mainline pipe shall have warning tape per the Ci\:, of Carlsbad's Rules and Regulations. B. Hours for irrigation with recycled water are from 10:00 p.m. to 6:00 a.m. The hours for irrigation with otsinfectad tertiary recycled water may ba modified by lhe local aulhority. Irrigation during public use pe,riods witt1 Qfs!nfected tertiary recycled water al-Jaji be under U1e supervision of the designated user supervisor. lrrlgalion with water of a lesser quality than dislnfected lertiary recycled water shall be between the hours of 10:00 p.rn. and. 6:00 a.m. 9. Bmial of all wiring anti pipe shall meet the Clly of Carlsbad's Rules and Regulations. 10. Non-designated use areas-shall be protected from contact with recycled water, whether by windblown spray or by direct application through irrigation or other use. Lack of protection, whether by design, construotton practice or system operation. is strlcUy prohibited. 11. Irrigation heads shal! be ,etocated or adjusted to minimize or elimfnate over-spraying on s!dewalks, streets ant.I non-designated use areas. 12. Recycled water quick coupling valves shall be of a type designed fof use Ort ,ecycled water distribution systems per the Clty of Carlsbad's Rules and Re91,datlons. 13. All appurlenances (sptlnkter heads, valve boxes, etc.) on recycled water systems shall be color-coded purple per AWWA guidelines and Section 116815 of the California Health and Safety Code. 14. All trfigation pipe shall be stenciled with the warning HNon-Potable or Recycled Water", color coded (purple) and !aid with the warning tape and steciciling oriented toward the top of the trench per the Clty of Carlsbad's Rules and Regu!alions. 15, on new on-site systems (post meter), potable waler, constant pressure recycled water and sewer lines shijlJ be placed a minimllm of four feet apart or as directed by the proJect engineer and/or regulatory agency. Measurements shall be between facing surfaces. not pipe center lines. 16. Constant pressure recycled water lines shall cross at least twelve inches below potable water lines and malnlain at least twelve inches cros.;ing separation between other utililie$. 17. If a constant pressure recycled water line shall be installed above a polable water line or fess than twalve inches below a ptilable water line. U1en lhe recycled water line shall be installed within an approved prolecttve sleeve as per the City of Carlsbad's Rules and Regulalions. 18, Developer/Contractor sball conduct a cross•connection test and coverage test as dlrected by the City of Carlsbad anti/or 1tIe San Diego County Department of Environmental He;:,lth prior to any use of recycled water. 19. The required cross-connecllon inspection sha[I be done by either the Carlsbad Waler District and/or the San Diego County Department of Environmental Health. Copies of inspection reports will be for...v",:uded to the non-inspecting party. 20. The design proposed for recycled water "Do Not Drink" signs shall be placed as directed by th& City. 21. When recycled water becomes svatlable. an on-site user supervisor shall be dasignated in writing. Tt1is individual slt~li bo familiar with plumbing systems within the property, with ftie basic concepts of backflow/cross-cormeclton protectlon. the ,ecycled pur11eyor's rules and regulations and the specific requirements of a recycled water system. Copies of1he designation, with contact phone numbers shall be prov!UeQ to lhe San Diego Water Dhstrict In case of emergency contact BOB ROTA at (760) 476-2200 ------:N.,-•-n-,.----------,,P"'h"'on"e"N""u-:::n::.,b:-:e-:::,---- Or alter hours contact _______ B~O~B=,,-R~O~T~A'------at ----::(7,..6_0~) 4--;7c-6--2-,2_0_0 ___ _ N.ame Phone Number 22. All public and private potable water mains ir\cluding fire mains and any water w~lls arict water courses wllhln the recycled water proje-cl shall be shown on Iha plans. 23. Call out on the plans it there are or not drinking fountains and or designatetl outdoor eati,ig areas on tilts site. 24. Educate all maintenance pe<Sonnel on a continuous basis of the presence of recycled water. Per~onnel must be lnformecJ that recycled water ls meant for irrigation purposes only, and Is not approved for drinking purposes, hand washing, cleaning of tools, etc. Given U1e high turnover rate of employees in the landscape industry, it is important this information be disseminated on an almost datly basis. 25. A physlcal separalion shall be provided between adjacent areas irrigated with recycled water and potable water. Separation shall be pro<Jided by distance, concrele mow strips or other approved methods. 26. Contact the City's Office two days pr[or to the irrigalion coverdge lest and arrange a walk through of the system. Failure to comply with any or all of the above guidelines puts your system in violation of the District's Ru!es and Regulations, amd will resull in termination or service until the appropriate corrective steps have been taliien. 27. All pressure mainline pipe from the recycled water syslem shall be installed to maintain a 10 foot mlnlrnum horizontal separation from all potable waler pipe. Where r-ecynled and potable water pressure mainline pipe cross, the recycled waler pipe shall be installed below the potable water crot:1.s[ng in a cl. 200 purple pvc sleeve which extends a minimum of 5 feet on either side of the potable water pipe. Provide a minimum verticsl ctearance of 12 Inches. ONSITE RECYCLED AND POTABlE WATER SEPARATION REQUIREMENTS: HORIZONTAL SEPARATIONS: THE PRESSURIZED RECLAIMED WATER PIPING SHALL MAINTAIN A ('ID) FOOT HORIZONTAL SEPARATION AT ALL TIMES FROM ALL POTABLE WATER PIPING ANDIOR 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 WATl'cR 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 S~IALL BE INSTALLED ONE FOOT BELOW ALL PRESSURIZEO 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, COLOR CHART NOTE: AS A REQUIREMENT THE AUTOMATIC CONTROLLER SHALL CONSIST OF A NEATLY DRAWN 11"<17" 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, FOR IRRIGATION LEGEND -SEE SHEET 16 FOR IRRIGATION NOTES -SEE SHEET 17 R I O G E LAMOSCAPE ARClll"f ECTS 8841 Res!!arch Drive Suite 200 lrvine,(A 92618 Tel 949 337 1323 www.rlqgela.com L.A. REVIEWED BY: INSP£CTOR "AS-BUILT" DATE EXP, DAT£ FOR IRRIGATION DETAILS -SEE SHEETS 18 -22 FOR IRRIGATION CALCULATIONS -SEE SHEET 23 FOR SPECIFICATIONS -SEE SHEETS 28 -32 REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASS"r. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CONSTRUCTION CHANGE ~ .1 •1 PLANTING & IRRIGATION ADJUSTED AT NEW-tt-~t- ANTENNA ENCLOSURE DATE BY DESCRIPTION APP'D REVISIONS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 1·~11 APPROVED PLANNING OWN BY CHKO BY FIELD BY CITY OF CARLSBAD PLANNING DIVl8ION IRRIGATION NOTES VlASAT -BUILDING .10 CARLSBAD, CALIFORNIA 82008 /<(,;_.k,\ ~✓ ~-o+r / Z,-1,;, lj:_ DATE MJ l'AO.IECT NO. 11 DRAWING NO. RS SUP 13-03 480-2l g)-____/ LEGEND: 1. FINISHED GRADE. 2" MIN. B" MAX. SECTION VIEW 2. SCH 80 PVC NIPPLE. LENGTH AS REQUIRED. 3. SCH 80 PVC UNION. 4. SCH 80 PVC REDUCER BUSHING, SxT, SIZE AS REQUIRED (QTY. 2 REQUIRED). 5. PVC MAINLINE (PURPLE) WITfl WORDS "RECYCLED WATER-DO NOT DRINK" -DEPTH PER SPECS. 6. 45 DEGREE ELBOW, SCH 80 FITTINGS SHALL BE USED TO RAISE MAINLINE FOR BALL VALVE WITHIN 12" OF FINISHED GRADE, (QTY. 4 REQUIRED) 7. NOMINAL SIZE SOLID BRICK (QTY. 4 REQUIRED • ONE AT EACH CORNER OF VALVE BOX). NOTES: • If} . - 8, LANDSCAPE FABRIC. CD 9. 1/2" ROUND WASHED PEA GRAVEL· MINIMUM 4" DEPTH WITH 2" MINIMUM CLEARANCE. 10. BALL VALVE· SEE LEGEND FOR TYPE. INSTALL SHUTOFF HANDLE PERPENDICULAR TO BOX LID. 11. PLASTIC LABEL ATTACHED WITH NYLON TIE. LABEL TO READ "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH. 12. (PURPLE) "RECYCLED WATER" PLASTIC RECTANGULAR VALVE BOX WITH LOCKING COVER, USE STAINLESS BOLT, NUT, AND WASHER. HEAT BRAND 'BV" ONTO LIO MARKED FOR "RECYCLED WATER", A. SCH 80, 45 DEGREE ELBOW FITTINGS, SHALL BE USED TO RAISE MAINLINE WITHIN 12" OF FINISHED GRADE. (FOUR REQUIRED) B. PLACE VALVE BOX IN GROUNDCOVER AND SHRUB AREAS WHENEVER POSSIBLE. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. D. VALVE BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE. INSTALL AT RIGHT ANGL~ TO HARDSCAPE EDGE -INSTALL VALVE CENTERED IN BOX. E. BOLTDOWN VALVE BOX COVER WITH STAINLESS STEEL BOLT AND WASHER. F. ALL MAINLINE AND VALVE FITTINGS SHALL BE SCr!EDULE 80 FITTINGS. LEGEND 1 PVC MAINLINE . SEE LEGEND FOR TYPE 2. 6" MINIMUM DEPTH PEA GRAVEL 3. SCH BO PVC. FEMALE ADAPTER (2 REQ.) 4. LANDSCAPE FABRIC 5. MASTER CONTROL VALVE SEE LEGEND FOR TYPE 6. SCH. BO PVC NIPPLE LENGTH AS REQUIRED ( 3 REQ,) 7. SCH. BO PVC UNION 8. CHRISTY'S RECYCLED WATER WARNING TAG AND VALVE STATION N I.D. TAG ATTACHED TO VALVE BONNET BOLT. 9. NOMINAL SIZE SOLID BRICK (4 REQ.) NOTES: II ,,..... ( r\ SECTION VIEW 10. PVC MAINLINE TO FLOW SENSOR 11. FINISHED GRAOE 12. PLASTIC RECTANGULAR VALVE BOX WITH PURPLE LOCKING COVER, USE STAINLESS BO!. T, NUT, AND WASHER. HEAT BRAND "MV" & CONTROLLER LETTER ONTO LID. 13. CONTROL WIRES WITH EPOXY FILLED CONNECTIONS PROVIDE 24" COIL OF WIRE AT VALVE 14. WHITE WIRES TO SOLENOID 15. DECODER (ADDRESS ~ "MV") 16. BLUE WIRES TO 2-WIRE COMMUNICATION PATH 17. 2-WIRE COMMUNICATION PATH A. WIRES MUST EXTEND MINIMUM 24" ABOVE VALVE BOX FOR SERVICE. 8, SET TOP OF VALVE BOX 112" ABOVE FINISHED GRADE IN TURF AREAS AND t-112" ABOVE FINISHED GRADE IN GROUND COVER ANO SHRUB AREAS. C. USE TEFLON TAPE ON All THREADED FITTINGS TYPICAL. D. USE SCH BO PVC FITTINGS. E. INSTALL 46 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE MAINLINE DEPTH. @BALL VALVE NOT TO SCALE ® MASTER VAL VE NOTTO SCALE LEGEND I SECTION VIEW' 1. PVC LATERAL LINE PIPE 2, SCH 80 PVC FEMALE ADAPTER 3. REMOTE CONTROL VALVE. SEE LEGEND FOR TYPE 4, PEA GRAVEL MINIMUM 1 CUBIC FOOT 5. LANDSCAPE FABRIC 6. PVC MAINLINE, DEPTH PER SPECS. 7. SCH 80 PVC TEE 8. NOMINAL SIZE SOLID BRICK (4 REQ.) 9. SCH, 80 PVC NIPPLE LENGTH AS REQUIRED 10. SCH 80 PVC THREADED ELL NOTES: 11, FINISHED GRADE 12, CONTROL WIRES WITH EPOXY FILLED CONNECTIONS PROVIDE 24" COIL OF WIRE AT VALVE 13, PLASTIC RECTANGULAR VALVE BOX WITH PURPLE LOCKING COVER, USE STAINLESS BOLT, NUT, AND WASHER. HEAT BRAND "RCV" ~ CONTROLLER STATION NUMBER ONTO LID. 14, SCHEDULE 80 UNION 15\cHRISTY'S RECYCLED WATER WARNING TAG AND VALVE ~TAT ION# I.D. TAG ATTACHED TO VALVE BONNET BOLT. 16. DECODER (BLUE CASE) \ 17. BLU.E WIRES TO 2-WIRE COMMUNICATION PATH 18. 2-Wl~E COMMUNICATION PATH 19, WHITJa WIRES TO SOLENOID A. WIRES MUST EXTEND MINIMUM 24" ABOVE;VALVE BOX FOR SERVICE. 8, SET TOP OF VALVE BOX 1/2" ABOVE FINlsriea GRADE IN TURF AREAS AND C. :~:•~:~~: ~::::: :~~::;A~:~~~l~l~~~ET~;~:~.HRUB AREAS. D. USE SCK 80 PVC FITTINGS. / E. INSTALL 45 DEGREE El.LS AS REOUIREQ TO ACHIEVE LEGEND SECTION VIEW EXAMPLE: FOR 1,5" FLOW SENSOR: DIMENSION 'A'= MINIMUM 15" DIMENSION 'B' = MINIMUM 7.5" 6 1. PVC MAINLINE TO MASTER VALVE 2, 2-WIRE COMMUNICATION PATH 3. PEA GRAVEL MINIMUM 1 CUBIC FOOT 4, NOMINAL SIZE SOLID BRICK (3 REQ.) 8. PLASTIC RECTANGULAR VALVE BOX WITH PURPLE LOCKING COVER, USE STAINLESS BOLT, NUT, AND WASHER. HeAT BRAND "PS" & CONTROLLER LETTER ONTO LID. 5. LANDSCAP<i FABRIC 6. MAINLINE SIZE PER FLOW SENSOR LENGTH AS REQUIRED 7. FINISHED GRADE NOTES: 9. FLOW SENSOR 1D. RED ANO BLACK WIRES TO FLOW SENSOR 11. DBY CONNECTORS 12. DECODER (ADDRESS= "FS") 13. WIRES TO 2-WIRE COMMUNICATION PATH A. USE 45 DEGREE ELLS TO TRANSITION TO MAINLINE DEPTH. INSTALL FLOW SENSOR PER MANUFACTURES RECOMMENDATIONS. B, WIRES MUST EXTEND MINIMUM 24" ABOVE VALVE BOX FOR SERVICE. IIEM NO 1 2 3 4 5 LEGEND: 1. PLASTIC RECTANGULAR VALVE BOX WITH LOCKING COVER , USE STAINLESS BOLT, NUT AND WASHER. HEAT BRAND "PR" ONTO LIO. 2. FINISHED GRADE.. 3. BRASS NIPPLE· LENGTH AS REQUIRED (2 REQ.) 4. PRESSURE REGULATOR, SEE LEGEND FOR SIZE AND TYPE. 5. PVC MAINLINE TO MASTER VALVE. SEE SPECIFICATIONS AND TRENCHING DETAIL FOR MAINLINE DEPTH. 6, PEA GRAVEL. MINIMUM 4" DEPTH. 7. NOMINAL SIZE SOLID BRICK (4 REQUIRED· ONE AT EACH CORNER OF VALVE BOX), 8, LANDSCAPE FABRIC. 9. BRASS UNION (2 REQ.) (VALVE SIZE) WITH REDUCING BUSH IF REQUIRED. 10. PVC SCH 80 FEMALE;: ADAPTER (SxT) (2 REQ.) NOTES: A. USE BRASS OR SCHEDULE 80 PVC FITTINGS. B. SET TOP OF VALVE BOX ½" ABOVE FINISHED GRADE IN TURF AREAS AND 1-112" ABOVE FINISHED GRADE IN GROUNDCOVER AND SHRUB AREAS. C. lJSE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. D. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE MAINLINE DEPTH. SECTION VIEW NOTES; LEGEND: 1, POP-UP SPRAY HEAD· 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· HUNTF.R SWING JOINT MODEL #SJ-512 OR RAIN BIRD MODEL #SA-125050. 5. SCH 80 PVC TEE-SxSxT OR ELL-Sxr. 6. (PURPLE) PVC LATERAl LINE PIPE· SEE LEGEND FOR TYPE, SEE PLANS FOR SIZE 7. PURPLE COVER. A. INSTALLATION TO BE COMPLETED IN ACCORDANCE wInI MANUFACTURER'S SPECIFICATIONS, 8. 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 DR BUILDINGS. F. USE TEFLON TAPE ON THREADED FITTINGS, TYPICAL. G. DO NOT SCALE DRAWINGS. H. DO NOT USE SIDE INLET. PRESSURE REGULATOR NOTTO SCALE ® POP-UP SPRINKLER NOTTO SCALE FffOIII PRESSURE REGUL.\TOR FROM ""fffi\!°' REGU\ATOR 11 NOlE: 5™1NER 9 PLAN VIEW 3"MIN. SECTION VIEW PRESSURE REGULATOR MASlER VN..VE 6 TO MASTER V.11.'IE TQ MASJfll VALVE flOW SENSOR 1. INSTi'I.I. ONE TEST STATION LOCATED DIRECTLY OOWNSTR&M OF IRRG'.TION PRESSURE REGULATING VALVE. HE:AT llRAHO iS' ON PURPlE COLORED PIASTIC TEST ST/\TIOII LIDS. SIZE AND DESCRIPTION ITEM SIZE AIID DESCRIPTION NO 3 4 SCH BO Pit 90 ELL 6 VALVE BOX WITH PURPLE COLORED LID J/4• SCH SO PVC CLOSE NIPPLE: 7 LINE SIZED BAASS BALL VALVE .l + BRASS I.OCtWllE B1dJ. VALVE 8 WNE SIZE BT 3 4 SCH l!O TEE WITH 1/ 4' f~E THRl:All flP X li1mR SWIVEL 9 PURPLE PVC CL J15 SCH 40 MAINUI\E .l + X 1 4 BRASS THREADEO 10 J MINIMUM DEPTH Of 3 4 WASI-JED GAA'IEL EIIJSHING WITH 1/4' CAPPED OIJll.Ef 11 ~CK OR CONCRETE SUPPORTS (ENO TO END UNOER 3 4• SCH 80 PVC CLOSE HIPPLE PERIME1£R OF VALVE BOX BOTTOM) SECTION VIEW LEGEND 1. FINISHE:D GRADE IN TUHF AREAS 2. PLASTIC RECTANGULAR VALVE BOX WITH LOCKING COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TD BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRANO "BS" ONTO LIO, 3, FINISHED GRADE IN SHRUB AREAS 4. BASKET STRAINER, SEE LEGEND FOR SPECIFICATION 5. BRASS NIPPLE TYP. 6. FLANGED CONNECTIONS NOTES: A. USE SCH 80 PVC FITTINGS. 7, PVC MAINLINE TO MASTER VALVE, PIPE PER SPECS. 8, 3/4" ROCK, 2 CUBIC FT. 9, BRICK SUPPORTS LANOSCAPE FABRIC 11. BRASS MAINLINE FROM P .O.C. 12. 45 DEGREE ELL· TYP. (FOUR REQUIRED). 13. RECYCLED WATER WARNING TAG 8. SET TOP OF VALVE BOX ½" ABOVE FINISHED GRADE IN TURF AREAS AND 1-112" ABOVE FINISHED GRADE IN GROUNCJCOVER AND SHRUB AREAS. C. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE MAINLINE DEPTH. t?.~-:-=--:--=-:P::RD~PE-:R-.:VA~LV-:E:IN':sT_AL:-LA ... T1o_N_As_o-:vEf-~-:A1N_L1_NE_D_EP_TH_. --------t-:;=::::------------------------1@ RECYCLED WATER I RRI GATI ON ® REMOTE CONTROL V~l!..VE (DECODER) NOTTO SCALE FLOW SENSOR NOTTOSCALE CROSS CONNECTION TEST STATION NOTTOSCALE ® BASKET STRAINER NOTTO SCALE SmithConsulting Architects R I D G E LANDSCAPE ARCHl"f ECTS 8841 Research Drive Suile 200 Irvine, CA 92618 Tel 949 387 1323 www.ridgela.com "AS-BUILT" DATE L.A. EXP. REVIEWED BY: INSPECTOR D/\TE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEME;NTATION IN FIELD. 4/27115 JR 1 CONSTRUCTION CHANGE 11/01/16 JR 2 PLANTING & IRRIGATION ADJUSTED AT NEWNa ANTENNA ENCLOSURE DATE 8Y DESCRIPTION REVISIONS -i . .+. ,,; I\·~·'"' APP'O APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I 8H:'" II CITY OF CARLSBAD Pl.ANNING DIVISION IRRlGA TION DETAILS "'-/[; VlASAT -BUILDING 10 CMI SIMD, CALIFORNIA 82D08 APPROVED j4t..::J_ ~ 4'~ ~~-o-tt-It,. I~ -1-:I- PLANNING DATE OWN BY MJ ~ J] NO. II DRAWING NO. CHKD BY RS FIELD IY SUP 13-03 480-2L TWO-WIRE PATH TO NEXT VALVE (#1412 AWG). COMMUNICATION CABLE OBY WATERPROOF WIRE CONNECTORS 2-WIRE DECODER NOTE: SOLENOID WIRE SOLENOID (VALVE), MASTER VALVE, OR BOOSTER PUMP/VALVE (MAXIMUM 2) MAXIMUM LENGTH OF SECONDARY WIRE PATH (14 AWG) FROM DECODER TO SOLENOID IS 450 FEET. LINE TERMINATION BOX _.,,._ coNmo~ 518" DIA. X S'·O" LONG COPPER CLAD GROUNO ROD ___ ,.,. _,,.---5/8"DIA.Xlr.o' LONG COPPER CLAO GROUND HOD 3 EA. REQUIRED #10 aARE COf>/JER WIRE BELOW GROUND PLAN VIEW Ii 10 BARE COPPEP. WIRE fJE.l.OW GROUND V VAL.VE BOX 8"MlN. 5/8~ DIA. X 8'-o• LONG COPPER CLAD GROUND ROD 1-----e'-o·-----1 SECTION VIEW INST AU A( 'fHE CENTRAL UNE: TEf<MINATION BOX LOCATION A 3-ROO GHOUNOING OHIO. THIS GHDUNDJNG GRID SHALL CONSIST OF THREE (:J) • 518" DIAMETER COPPCR CLAD ROOS EACtl 8'-0" l,ONO. THE ROOS Sl-lALL BE DRIVEN INTO THE EARHI Wini TOPS Mo·r LESS THAN B" BELOW THE. .FINISHED GAADE, THE ROOS SHALi. BE ARRANGED IN A ·rRIANGULAR PATTERN WIT!'! NO ROD 61:ING ClOSER 'fl-JAN 8'--0'' TO ANY OTHER ROD. TME Tt-lREE (3) SMALL. BE TJS.D- TOGETHER BELOW GROUND BY A N\O OR LARGER BARE COPPER WIRE. T>IE WIRE Sc/ALL BE SECURED AT EACH ROD USING A SEPARATE Br<.11ss Ct.Af.,IP FOR EACH CONNECTION. 00 NOT AHEMPT TO PlAC~ TWO OR MORE WfHES lf\lASINGLE CLAMP. THE GROUNDING GRID Sl-lAlL BE TESTED FOR EARTH RESISTANC~, USING A VIBRA GROUND, MEGAH OR OTHER APPROVED TYPE INSTRUMENT. THE TEST SHALL NOT BE RUN UNTIL THE GROUNDING GBIO HAS BEEM INSTALLED FORA FEW wee.KS AND niE EM.TH HAS HAD AN OPPORIUNff'I' TO ~senLE" AROUNO 'fHE RODS. THE RES:IS'fANCE OF THE GROUNDING GRID SHALL NOT BE GREAlER THAN 10 OHMS. TO HAVE Gl10UND!NG NETWORK, HIAT WILL BE AS EFfECTt\JE AS POSSIBLE. IF NECESSARY HIE OROUNOING GRID MAY NEED TO DE: TREATED wm1 SAL·r OR orneR TYPE CHEMICAL IN OROER TO IMPROVE IT. REMEMBER THAI ·me EFFECTIVENESS OF ·rHE SURGE ARRE;STOR IS DR.I\STICA.Ll '( REDUCED AS THE RESlSTANC!; GOES "UP". ANYTHING OVER 1CI OHM$ flENDERS THE SURGE ARRESTOR ALMOST OF NO VAL VE IN PROJECTING TtlE EQU IFIMEl'fL _,.-----11 I A1 I I A2 I [&]--~--- I ~l l~I jREC'(CLeO WA(E~ I maC'i'Cl.&D W-'ll>R ~----l6 HARDSCAPE PLAN VIEW LEGEND: 1, (PURPLE) "RECYCLED WATER" RECTANGULAR VALVE BOX, TYPICAL 2. APPROPRIATE STATION NUMBER HEAT-BRANDED ONTO VALVE BOX LIDAND MARKED FOR RECYCLED WATER. 3. "RCV" HEAT-BRANDED ONTO VALVE BOX LID. 4. RECYCLED WATER WARNING MARKINGS. 5. (PURPLE) "RECYCLED WATER" ROUND QUICK-COUPLING VALVE BOX, TYPICAL. 6. EDGE OF HARDSCAPE, WALK, FENCE, CURB, ETC. NOTES: A. CENTER VALVE BOX OVER VALVE TO FACILITATE SERVICING OF VALVE. B. SET VALVE BOXES 1-112" MAXIMUM ABOVE GRADE IN MULCH OR GROUNDCOVER I SHRUB AREAS, SET ½" ABOVE FINISH GRADE IN TURF AREAS. C. SET VALVE BOX AND VALVE ASSEMBLY IN GROUNOCOVER I SHRUB AREAS WrlERE POSSIBLE. INSTALL IN TURF ONLY IF THERE IS NO ADJACENT GROUNDCOVER. 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 I COLLAPSE. SECTION VIEW LEGEND: 1. CONTROL WIRES WITH EPOXY-FILLED CONNECTIONS -PROVIDE MIN. 24" COIL OF WIRE AT VALVE. 2. DECODER 3. REMOTE CONTROL VALVE -SEE LEGEND FOR TYPE. 4. BASKET FILTER. 5. PRESSURE REGULATOR. 6. PVC SCH 80 UNION. 7. PLASTIC RECTANGULAR VALVE BOX WITH PURPLE LOCKING COVER , USE STAINLESS BOLT, NUT, AND WASHER. HEAT BRAND "RCV" & CONTROLLER STATION NUMBER ONTO LID. 8. FINISKED GRADE· SET TOP OF VALVE BOX ½" ABOVE GRADE IN TURF AREAS AND 2" ABOVE GRADE IN SHRUB/ GROUND COVER AREAS. 9. PVC SCH 40 MALE ADAPTER. 10. PVC LATERAL LINE TO DRIP SYSTEM. 11. PVC SCH 80 NIPPLE -LENGTH AS REQUIRED, TYPICAL. 12. NOMINAL SIZE SOLID BRICK· 4 REQUIRED, ONE AT EACH CORNER OF VALVE BOX. 13. PEA GRAVEL· MINIMUM 4" DEPTH WITH 2" VALVE CLEARANCE. 14. LANDSCAPE FABRIC. 15. PVC SCH 80 NIPPLE (2" LENGTH, HIDDEN) AND PVC SCH 40 ELL. 16. PVC MAINLINE· DEPTH PER SPECIFICATIONS. 17. PVC SCH 40 TEE OR ELL, 18. PVC SCH 40 ELL '19. CHRISTY'S RECYCLED WATER WARNING TAG AND VALVE STATION# I.D. TAG ATTACHED TO VALVE BONNET BOLT. NOTES: A. WIRES MUST EXTEND MINIMUM 24" ABOVE VALVE BOX FOR SERVICE. B. SET TOP OF VALVE BOX 1/2" ABOVE FINISHED GRADE IN TURF AREAS AND 1-112" ABOVE FINISHED GRADE IN GROUND COVER AND SHRUB AREAS. C. USE TEFLON TAPE ON ALL THREADED FIT'rlNGS TYPICAL. D. USE SCH 80 PVC FITTINGS. E. USE XCZ-100-COM-B, (1') CONTROL ZONE KIT FOR DEMANIJS LESS THAN 16 GPM. F. use XCZ-150,COM-B, (1-1/2") CONTROL ZONE KIT FOR DEMANDS 16 GPM AND GREATER. @ DECODER WIRING (TYPICAL) NOTTOSCALE @ GROUNDING GRID NETWORK NOT TO SCALE VALVE BOX LAYOUT NOTTO SCALE CD DRIP REMOTE CONTROL VALVE (DECODER)NOTTOSCALE STEPS TO EXTENDING THE SYSTEM: 1. TAP AND EXTEND MAIN LINE. 2. SPLICE INTO WIRE AND EXTEND. 3. PROGRAM BLANK DECODER TO NEW STATION ADDRESS. CD 4. INSTALL NEW VALVE ANO DECODER. 5. ENTER NEW STATION# (DECODER ADDRESS) AT CONTROLLER. LEGEND: -... SN.alNT0 .... 1111 --(M:aS•-m"). --.... ,. ... -..... , ' ' , , I I ' CXIEMDIMG Tltt SYSTEM NOTES: , ' =-~-~ , ' A. ALL WIRE CONNECTION SHALL BE MADE WITH APPROVED CONNECTORS. B. MAKE ALL WIRE SPLICES IN VALVE BOXES. C. LEAVE A MINIMUM OF 12" EXTRA WIRE AT ALL SPLICE POINTS. D. MAXIMUM DISTANCE FROM DECODER TO VALVE~ 150 FEET 1. 2. 3. 4. SECTION VIEW 5. 6. 7. 6. 9, SECTION VIEW -DECODER (ENLARGEMENT) ® DECODER WIRING (TYPICAL) NOTTOSCALE ® DECODER WIRING (TYPICAL) SmithConsulting Architects VALVE BOX. WATERPROOF WIRE 151----'i'---- CONNECTORS. STRIP BACK 6" OF OUTER WIRE JACKET TO EXPOSE CONDUCTORS FOR TESTING WITH CLAMP METER, TWO.WIRE PATH FROM CONTROLLER OR PREVIOUS VALVE (#1412 AWG). RKLD50 DECODER. 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. SECTION VIEW LEGEND: CONTROL VALVE (24 3. STAINLESS STEEL, U.L. LISTED, PRE-DRILLED, REMOVABLE BACKBOARD. REMOVABLE FRONT 1. REMOVABLE QUICK COUPLER KEY ASSEMBLY CONNE:CTION. KEY MUST CLEAR VALVE BOX, AS SHOWN. 7. LANDSCAPE FABRIC. I/AC). PANEL, NOT SHOWN. 8, 114 REBAR -36" MINIMUM LENGTH. 4. FINISHED GRADE. 9. PVC MAINLINE -SEE LEGEND FOR TWO-WIRE PATH TO 5. 3" PVC CONDUIT WITH SWEEP ELL FOR DIRECT tlURIAL CONTROL WIRES TO CONTROL VALVES 6, 1" PVC CONDUIT WITH SWEEP ELL FOR MASTER VALVE. 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". TYPE. NEXT VALVE (#1412 AWG). WMITE WIRES TO VALVE SOLENOID. BLUE WIRES TO TWO-WIRE PATH. 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 t!' COPPER GROUND ROD MINIMUM W/ #10 GROUND WIRE AND CLAMP. INSTALL INSIDE A 10" ROUND VALVE BOX-GROUND ROO 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" I RAIN SENSOR LOCATED WITHIN STAINLESS STEEL ENCLOSURE -SEE LEGEND FOR TYPE. 15. CONTROLLER -SEE LEGEND FOR TYPE. 16. WARNING SIGN: "RECLAIMED WATER DO NOT DRINK" IN ENGLISH AND SPANISH, LOCATED ON OUTSIDE OF ENCLOSURE. 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" ROLIND WASHED PEA GRAVEL -MINIMUM 4" DEPTH. NOTES: 10. PVC SCH 80 TEE OR ELL. 11. BRASS NIPPLE, 6' MINIMUM LENGTH 12. NOMINAL SIZE SOLID BRICK SUPPORTS (3 MINIMUM REQUIRED -SPACED EQUALLY). 13. BRASS ELL· 2 REQUIRED. 14. BRASS NIPPLE, LENGTH AS REQUIRED. 15. QUICK COUPLING VALVF; WITH (PURPLE) RECYCLED WATER LOCKING CAP. APPROVED FOR RECYCLED WATER,· 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. NOTTO SCALE CD CONTROLLER ASSEMBLY NOTTOSCALE Q) QUICK COUPLER VALVE NOTTO SCALE R I D G E LANDSCAPE ARCHITECTS 8:841 Research Drive Suite 200 lrviee, CA 92618 lei 949 387 l:l2l www.ridgela.com "AS-BUILT" L.A. EXP, REVIEWED BY: INSPECTOR 01,TE DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 4/27/15 JR 1 CONSTRUCTION CHANGE 11/01/16 JR 2 PLANTING & IRRIGATION ADJUSTED AT NEW ANTENNA ENCLOSURE Dl,TE BY OESCRIPllON REVISIONS APP'D APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~I CITY OF CARLSBAD , 38 PUINNINGI DM810N IRRIGATION DETAILS & VlASAT-BUILDING 10 CAFll..89AD, CALIFORNIA 112008 APPROVED rt.-, c....,_ ~I ..... tr l t-. JS-·1+ PLANNING DATE DWH SY MJ PAWSC! NO. DRAWING NO. CHkD BY RS FIELD BY SUP 13-03 480-2L ~ i1 I 'I-._ I I I I I ~ I I I I V ":-.;· I I I I " I I I I I I I I I I I I ' I I I .J ~ l I I I I I ' I I I/ .~ I ~ -~ -i-< PLAN VIEW NOTES: I T 0 REMOTE CONTROL VALVE WITH FILTER PRESSURE REGULATING VALVE TRANSITION TO DRIP TUBING PVC PIPE SUPPLY MANIFOLD EMIT rERS 12 INCH ON CENTER I AIRNACUUM RELIEF VALVE (PLUMBED AT EACH HIGH POINT OF EAC H LATERAL LEG) (TYP) I EMIT I AIR RELIEF LATERAL (CENTERED ON MOUND OR BERM) PLANTER AREA PERIMETER DRIP TUBING LATERAL TERS 12 INCH ON CENTER PVC PIPE FLUSH MANIFOLD PERIMETER LATERALS 2" TO 4" FROM EDGE ZONE FLUSH VALVE PLUMBED TO PVC PIPE AT LOW/END OF DRIP ZONE (TYP) A. INSTALL DRIP FLUSH VALVE PER DETAIL AT THE END OF EACH TUBING SECTION PER PLAN. B. INSTALL AIR RELIEF VALVES PER DETAIL,AT HIGH POINTS OF EACH TUBING SECTION PER PLAN. C. RUN AIR/VACUUM RELIEF BLANK TUBING LATERAL ALONG HIGH POINT OF MOUND OR BERM. D. ATTACH ALL IN-LINE DRIP TUBING TO AIR RELIEF VALVE BLANK LATERAL. MORE THAN TWO RELIEF VALVES MAY NEED TO BE INSTALLED PER SECTION. E. DRIP EMITTER LAYOUT SHALL BE TRIANGULAR SPACED. 6 SECTION VIEW LEGEND: 1. ROAD PAVING. 2. UNDISTURBED SOIL. 3. SAND BACKFILL. 4. SLEEVES UNDER ROADS: 6" OR LESS IN DIAMETER· 36" COVER SCHEDULE BO 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" • 5-112" 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/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 WITJ-1 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" -----'1 SECTION VIEW NOTES; LEGEND; 1. lOWVOLTAGEWIRES-SEE LEGEND FOR SIZE AND TYPE. 2. POLY TUBE PRE-FILLED WITH WATERPROOF GEL -SEE LEGEND FOR TYPE. 3, WIRE CONNECTOR. WIRES SHALL BE PRc-STRIPPED OF ½" OF THE INSULATION PRIOR TO INSERTION INTO THE CONNECTOR. TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY. A. ALL WIRE CONNECTIONS SHALL INCLUDE A WIRE NUT CONNECTOR AND A POLY TUBE PRE-FILlED WITH WATERPROOF SEALING GEL. B. 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. 513" X 8' GROUND ROD ""' l No·rE: ~Lt ALL GROUND ASSEMBLIES I~ VALVE BOXES SYSTEM GROUNDING DETAIL (TYPICAL) 5/B" X 6' GROUND ROD -~ INSTALL GROUND POINTS AT Al.L ~DEAD END• WIHE RUNS OVER 25 FT. LONG CONTROL VAl VE lf.1 I I I Fi.AINSENSOR CONTROLLER ,, .-..... -... {STATlON #1) f.,, : " DECODER 1 -~,-; \{ADDRESS="ST1") ... ~20VAC POWER~ , \ I I I I \ ' WIREPAn1s1 MASTER VALYE NOTES, 1. ALL WIRE CONNECTION SHALL BE MADE WITH APPROVED CONNECTORS. 2. MAKE ALL WIRE SPLICES IN VALVE BOXES. 3. LEAVE A MINIMUM OF 12• EXTRA WIRE AT ALL SPLICE POINTS. 4. TEST EARTH TO GROUND RESISTANCE AT ALL GROUND POINTS. 5. EARTH TO GROUND RESISTANCE MUST BE LESS THAN 50 OHMS. 6. ALL WIRE CONNECTION SHALL BE MADE WITH APPROVED CONNECTORS. 7. MAKE ALL WIRE SPLICES IN VALVE BOXES. a. LEAVE A MINIMUM OF 12· EXTRA WIRE AT ALL SPLICE POIN rs. 9. MAXIMUM DISTANCE FROM DECODER TD VALVE= 150 FT. @ DRIPLINE LAYOUT (TYP) NOTTO SCALE SLEEVE INSTALLATION NOTTO SCALE ® WIRE CONNECTION NOTTO SCALE @ SYSTEM GROUNDING (TYPICAL) NOTTOSCALE V I ">-~~.-,il,, _ __.,,_-,[J:.J V I I l\l>a=L!~,&,,r;d}.1o==,b,,...,!J I ~ --------:.J LEGEND: 1. PVC PIPE LATERAL LINE FROM DRIP ZONE KIT. 2, PVC PIPE LATERAL LINE SUPPLY MANIFOLD. 3. PVC PIPE INLET HEADER. 4. SCH 40 PVC TEE SxSxT, LINE SIZE BY x~. 5. DRIPLINE FITTING MALE ADAPTER TRANSITION TO DRIP TUBING. 6. AIRNACUUM RELIEF VALVE (PLUMBED AT EACH HIGH POINT OF EACH LATERAL LEG CENTERED ON MOUND OR BERM) (TYP) 7. IN-LINE DRIP TUBING WITH EMITTERS 12 INCH ON CENTER, MAXIMUM ROW SPACING 12"-14" ON CENTER IN SHRUB AREAS AND 10"-12" IN TURF -SEE LEGEND FOR TYPE. 8. TEE MALE ADAPTER. 9. PVC PIPE FLUSH EXHAUST MANIFOLD. 10. AUTOMATIC DRIP FLUSH VALVE, PLUMBED TO PVC PIPE AT LOW/END OF DRIP ZONE (TYP). SEE LEGEND FOR TYPE. 11. DRIP OPERATIONAL INDICATOR· SEE LEGEND FOR TYPE. 12. PLANTER AREA PERIMETER. 13. PERIMETER DRIPLINE LATERALS 2" TO 4" FROM EDGE. 14. PERIMETER DRIP LINE PIPE TO BE INSTALLED 2"4" FROM PERIMETER OF PLANTER AREA, MINIMUM 12" DISTANCE NOTES: FROM BUILDING. A. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 8. DRIP EMITTER LAYOUT SHALL BE TRIANGULAR SPACED. ~ MAXIMUM MAXIMUM MAXIMUM SECTION VIEW LEGEND 1. MULCH LAYER INSTALLED AFfER TUBING, SEE PLANTING PLANS FOR TYPE AND DEPTH. 2. JN-LJNE DRIP TUBING, SEE PLANS FOR TYPE, 3. FlNISHED 13RAOE. ,1. MleNDED SOIL AS PER LANDSCAPE DRAWINGS, 5. 9" WIRE STAKl;;.S FIVE (5) FEET ON CE:NTER. A. INSTALL ·rusJNGAS INDICATED ON THESE DRAWINGS AND SECURE ·ro GRADE USING WIRE HOOP STAKES AT 5 FEET ON CENTER. B. DRIP TUBING SHALL BE INSTALLED WITH EMIHERS TRIANGULAR SPACED. C. INSTALL OR!P TUBING ROWS 14"-10~ MAXIMUM SPACIN-G f'OR $1-lRUB ARl:AS, @ DRIPLINE LAYOUT (TYP) NOTTOSCALE ® DRIPLINE LAYOUT (TYP) SrnithConslllting Architects NOTTO SCALE R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 l<Vine, CA 92618 Tel 949 387 1323 www.rLdgela.com -0 .. ........... ,. ............... . ....... ................ ········---................................. ....... ................ ········--H~lt~l---< .. ......................................... -.-:.-.·.·: ... ·-.. 2 :::::::::::: ::::::::::::::::::::::::::::::::: ::::115::::":::::::::: 11 Eilll. 7 }---IH=!+F=i+i' ·::· .. ...... =-:. ....... .... .... -i\/A •::\/:::/::\.8}'.:'. ::/):--ffi1;::;;-;1-,---,@ ....... . ................ ,. .. ·· ... .............. 11 l I · -:}: :/\::/:/:/ :/j_2~.:::/ -= :.·... ............................ ........ .............. 4 ................................. , .. , .......................... .. . . .. . ... ... . . ,. .......... . 7 }---IJ..i:'=i+,.::::i-f+1.c;.:.:.:._:.:.:*, .:."':.:;I':-:.:_: .. ,:·~ . ......... . ...... ., ... . m:::::::::·· I = .-....... :,i, ... :!L.J<: 1lt:~1· 1=!11= I . SECTION VIEW DIMENSION A B LESS ,HAN 3" IN DIAMETER 12• 18'' 3" • 5-112" IN DIAMETER 12" 24'' 6" OR GREATER IN DIAMETER 12'' 36" LEGEND: 'I. 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 TH~ TOP OF MAINLINE. NOTES: A. LINES MUST HAVE MINIMUM CLEARANCE OF 4" FROM EACH OTHER AND 24" FROM 0TH ER 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" SP, 500' DIAMETER CIRCLE SPMERE Of INFLUENCe PLAN VIEW • SURGE PROTECTOR A DECODER --2-WIRE PATH 1. EACH SURGE PROTECTOR PROTECTS A 500' RADIUS INCLUDING LATERAL BRANCHING. 2. IF LATERAL BRANCHING IS LESS THAN 25' AN LSP IS NOT REQU,RED. 3. INCLUDE A LSP AT THE END OF ALL WIRE RUNS. I I I I LINE GROUND ROD (50 OHMS OR LESS) PIPE INSTALLATION NOTTOSCALE ® FIELD SURGE PROTECTOR NOTTO SCALE "AS-BUILT DATE L.A. EXP. REVIEWED BY: INSPECTOR DAT£ REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPlEMENTATION IN FIELD. 4/27/15 11/01116 ANTENNA ENCLOSURE DAfE BY DESCRIPTION REVISIONS APP'D APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~I CITY OF CARLSBAD EET9 PLANNING DIVlalON 38 IRRIGATION DETAILS '-,,___, ~ VJASAT -BUJLDlNG 10 c:ARI ae•o. QNJFOANIA HOO& APPROVED Ml Cr-E:{l.o-tf t-Z..• ,:;.1-t PLANNING DATE DWN BY MJ I l"FIDJl!!C't NO. 11 DRAWING NO. CHKD BT RS FIEI.D er SUP 13-03 480-2L ) SECTION VIEW u---<3 4,---1.4 LEGEND: -....___)---------___J 1. 1/2" ROUND WASHED PEA GRAVEL. MINIMUM 4 INCH DEPTH. 2. SOIL SEPARATOR FABRIC. 3. PVC SCHEDULE 80 ELL ON MAINLINE OR MANIFOLD. 4. MAINLINE· SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED. 5. NOMINAL SIZE SOLID BRICK SUPPORTS. (4 REQUIRED· ONE AT EACH CORNER OF VALVE BOX) 6. FINISHED GRADE -SET TOP OF VALVE BOX 1/2" ABOVE FINISHED GRADE IN TURF AREAS ANO 1-112" IN SHRUB I GROUND COVER AREAS. 7. PLASTIC RECTANGULAR VALVE BOX. HEAT BRANO "STUB" ONTO LID. 8. EXPANSION WIRE LOOP, 36" MINIMUM LENGTH FOR WIRES. 9. CONTROL WIRES. 10. WATERPROOF WIRE CONNECTOR TO PROTECT CONDUCTOR ENDS. 11. PVC PIPE MAINLINE CAP. NOTES: A. SET VALVE BOX AND VALVE ASSEMBLY IN GROUNDCOVER I SHRUB AREAS WHERE POSSIBLE. INSTALL IN TURF ONLY IF THERE IS NO ADJACENT GROUNDCOVER. B. SET VALVE BOXES 1-112" MAXIMUM ABOVE GRADE IN MULCH OR GROUNDCOVER I SHRUB AREAS, SET ½" ABOVE FINISH GRADE IN TURF AREAS. C. AVOID HEAVY COMPACTION OF SOIL AROUND VALVE BOXES TO PREVENT THEIR DEFORMATION/ COLLAPSE. EE MAINLINE AND WIRE STUB-OUT NOTTO SCALE ~ 1/2" lo ~ . 0 2112'' 1f2." 10" s· 3/6" DIA . "- (2 PLCS,) Jiit: IRRIGATED wrrH RECYCLED WATER DONOTDRI 5" IRRIGACION CON AGUA REPROCESADA NOLA TOM .. 5/6" R. (4 PLCS) . 111111111 .: -, ~.,...:,,•·~=H+-i:=rn=_:::rl_. L I i: • SECTION VIEW -N.T.S. A. SIGN MAT'L: ,063 THKALUM (6063T-4) 1" /8• TYP ;;: ,, :; 1· B. SIGN FACE: WHITE REFLECTIVE SHEETING 3M DIAMOND GRADE OR APPROVED EQUAL (PER CALIF. D.O.T. MAT'LS SPECIFICATIONS) COLORS: -WHITE WILL BE USED FOR LETTERING AND THE PICTOGRAM BACKGROUND. -PURPLE (EQUAL TO SPL 71 PEMANENT 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. FF RECLAIMED WATER SIGN NOT TO SCALE NOTES: 2 ,,.... ---+--'--..--'kf ( r1 ~~I Tf lit a,---.'-.::l l¥i1f-....____j 7,.............._ SECTION VIEW LEGEND: 1. DRIP SYSTEM AIR RELEASE VALVE, SEE LEGEND FOR TYPE. INSTALLED ON SCH. 40 PVC THREADED COUPLING WITH A 3/4' SCrl. 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 REQUIRE□. 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. 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. ':tc:i L'tLt'c.i'c&2K.: ct £L'L'tc't!< LLLLLLLLLLLLLLLLLLLLLLL1 r;-.,1 '-LLLLLLLLLLLLLLLLLL"'L'"L,=, '----0 .LLLLLLLLLLLLLLLLLLLL I L I I I 11 -~-------{2 -t---';~~c~~;;t------.j® JW,i,,-------1© -llmill!T -:i-- "j_ I;:;:; · 111- 7 SECTION VIEW LEGEND: 1. BARK MULCH FOR SHRUB AREA PLANTING, SEE PLANTING PLAN FOR DEPTH AND TYPE. 2. DRIP TUBING -SEE LEGEND FOR TYPE. 3. FINISHED GRADE. 4. AMENDED SOIL. 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". CD- I I I I I I I I I I I [ci:=fill::=4=r.lF=t:[l=i:=:=r:\¥=?=1t=::c:fll=:[j:J::=U\ LNSEr Al I I I I I I I I I I I I DI ~ : ~·--------· __ , INSET A LEGEND: 1. PVC PIPE LATERAL LINE FROM DRIP ZONE KIT . 2. PVC PIPE. SUPPLY MANIFOLD. 3. SCH 40 PVC TEE sxSxT OR ELL, LINE SIZE BY ½", 4. DRIPLINE FITTING MALE ADAPTER TRANSITION TO DRIP TUBING. 5. AIR/VACUUM RELIEF VALVE (PLUMBED AT EACH HIGH POINT OF EACH LATERAL LEG CENTERED ON MOUND OR BERM) (TYP) ON FLAT AREAS PLACE AT END Of DRIP ZONE. 6. IN-LINE DRIP TUBING WITH EMITTERS 12 INCH ON CENTER, MAXIMUM ROW SPACING 14"-16" ON CENTER FOR SHRUB AREAS AND 10"-12" FOR TURF • SEE 1.EGEND FOR TYPE. EMITTERS TO BE TRIANGULAR SPACING. 7. PVC PIPE FLUSH EXHAUST MANIFOLD. B. AUTOMATIC DRIP FLUSH VALVE, PLUMBED TO PVC PIPE AT LOW/END OF DRIP ZONE (TYP)-SEE LEGEND FOR TYPE. 9. CONNECTION FROM SUPPLY MANIFOLD TO DRIPLINE (TYPICAL)--SEE INSET "A" 10. DRIP OPERATIONAL INDICATOR -SEE LEGEND FORTYPE. 11. PLANTER AREA PERIMETER. 12. PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF PLANTER AREA, AND MINIMUM 12" CLEARANCE FROM BUILDING. 13. BARB X FEMALE FITTING (TYPICAL), SEE LEGEND FOR TYPE. 14. ¾" PVC NIPPLE, LENGTH AS NECESSARY. C DRIP AIR RELIEF VALVE NOT TO SCALE ·"r>I DRIPLINE CONNECTION NOTTO SCALE @ DRIPLINE LAYOUT {TYP) NOTTO SCALE ' ;:!:! -dJir - SECTION VIEW LEGEND: 1. DRIP SYSTEM OPERATION INDICATOR. USE (1) PER ZONE LOCATED AT FLUSH END OF ZONE 2. FINISH GRADE. INSTALL HEAD ½" ABOVE GRADE IN TURF AREAS AND 1" ABOVE GRADE IN SHRUB AREAS. 3. AMENDED SOIL. 4. SUB-SURFACE IN-LINE DRIP TUBING· SEE LEGEND FOR TYPE. DEPTH OF TUBING PER SPECIFICATIONS. 5. ¼" BARB TRANSFER FITTING: 6. )I" DISTRIBUTION TUBING: (LENGTH AS REQUIRED) NOTES: A. USE XERIMAN TOOL XM-TOOL TO INSERT BAR8 TRANSFER FITTING DIRECTLY INTO □RIPLINE TUSING. B. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. c. INSTALL POP-UP HEAD ½" ABOVE GRADE, • • -.., -® -. 9 I II~=- 4 • 11; SECTION VIEW LEGEND: 1. 6" PLASTIC ROUND VALVE BOX· HEAT BRAND "FV" ONTO LID. 2. FINISHED GRADE. 3. SCH 40 PVC PIPE EXHAUST HEADER FROM DRIP TUBING. 4. PVC LATERAL (OR EXKAUST HEADER). 5. 112" ROUND WASHED PEA GRAVEL· 2.5 CUBIC FEET MINIMUM. 6. NOMINAL SIZE SOLID BRICK SUPPORTS (3 REQUIRED -EQUALLY SPACED). 7. LANDSCAPE FABRIC. 8. S X ½" SCH. 40 PVC 90 DEGREE ELL (SIZE AS REQUIRED). 9. AUTOMATIC DRIP FLUSH VALVE· SEE LEGEND FOR TYPE. NOTES: A. USE 45 DEGREE ELLS TO TRANSITION TO DRIPLINE HEADER DEPTH. B. SET TOP OF VALVE BOX 1-112" ABOVE FINISHED GRADE IN GROUNDCOVER / SrlRUB AREAS, AND ½" ABOVE FINISHED GRADE IN TURF AREAS. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. D. FLUSH 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. r I L --;i INSET A I I I I 2"-'4-" 6 -.J \ \ \ \ \ \ \ \ l .1 I I LEGEND: 1. PVC PIPE LATERAL LINE FROM □RIP ZONE KIT. 2. PVC PIPE SUPPLY HEADER . 3. SCH 40 PVC TEE SxSxT OR ELL, LINE SIZE BY½". 4. □RIPLINE FITTING MALE ADAPTER TRANSITION TO DRIP TUBING. 5. AIR/VACUUM RELIEF VALVE (PLUMBED AT EACH HIGH POINT OF EACH LATERAL LEG CENTERED ON MOUND OR BERM) (TYP) 6, 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 . !wv:=l..f.. :}::::::::,:;_,'==:__~=r:_;c:='~;=::i::.11 7. PVC PIPE FLUSH EXHAUST MANIFOLD. ®- INSET A I I B. AUTOMATIC DRIP FLUSH VALVE, PUJMBED TO PVC PIPE AT LOW/END OF DRIP ZONE {TYP) -SEE LEGEND FOR TYPE. I 9. ½" POLYETHYLENE BLANK TUBING. 10. BARB X BARB INSERT TEE OR CROSS. TYP 11. DRIP OPERATIONAL INDICATOR - SEE LEGEND FOR TYPE. 12. PLANTER AREA PERIMETER. 13. PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF PLANTER AREA, MINIMUM ·J2" DISTANCE FROM BUILDING. 14. PVC PIPE SCH 40 RISER, LENGTH AS REQUIRED, D DRIPLINE OPERATION INDICATOR NOTTOSCALE B AUTOMATIC DRIP FLUSH VALVE NOTTOSCALE ® DRIPLINE LAYOUT {TYP) NOTTO SCALE SrnithConsultlng Architects R I D G E LAHDSCAPE ARCHl'f E([S 884 l Research Drive Suite 200 Irvine, 0\ 92618 Tel 949 387 1323 www.rtdgela.com "AS-BUILr DATE EXP, REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 4/27/15 JR 1 CONSTRUCTION CHANGE 11/01/16 JR 2 PLANTING & IRRIGATION ADJUSTED AT NEW ANTENNA ENCLOSURE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PL.+-•ING DIVl8ION IRRIGATION DETAILS VlASAI' -BUJLDING 10 CMIUIBAD, CAIJFOANIA 92CI08 38 1-----------------1---t-----,1-----------------+--i1APPROVEO REVIEWED BY: PLANNING INSPECTOR □ATE DWN BY MJ I OME BY DESCmPTION APP'O RS f--~--'--'--------"="-'-'""'--------~"--"-----llCHKD BY-=--- REVISIONS FIELD BY . PAOlll!l:l'NO. SUP 13-03 11 OIUIWING NO. 480-2L ITEM 0 5 1-----~1 5>------1 ,..___,.,,_., 4 0 5 ~fr CD ITEM 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. DESCRIPTION NOTES: 1. THE LISTED PIPE AND FITTINGS ARE INTENDED FOR A 2" WATER SERVICE ANO 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. DESCRIPTION (SEE NOTES} 2" COPPER x COPPER UNION 2" x 2" x 2" COPPER TEE 2" MALE x COPPER ADAPTER 2" BALL VALVE WITH HAND LEVER TYPE L COPPER 2' x 1.5" FIRE HOSE FITTING 2" BALL VALVE WITH PADLOCK WING 2" x2" x 1" Cx C xCTEE 3/4" HOSE BIB OR TEST COCK 2" X 3/4" C x MIP ADAPTER SPEC/DWG REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT BYPASS TEE CITY EMGINB!R DATE FOR RECYCLED WATER STAtl□ARD DWG NO. W-35 BYPASS TEE FOR RECYCLED WATER TESTING 45 DEGREE ELL 90 DEGREE ELL '---·---L:;l ®~ 2>------t- TEE '------L::T:=J------' , r~· ® ~-----{2 PLAN VIEW LEGEND: 1. CONCRETE THRUST BLOCK, TYPICAL. 2. MAINLINE PIPE -SEE LEGEND FOR TYPE. 3. UNDISTURBED SOIL. NOTES: A. THRUST BLOCKS TO BE 1 CUBIC FOOT OF CONCRETE. 8. THRUST BLOCKS TO BE USED FOR MAINLINE PVC PIPE 3" AND LARGER. C. WRAP PLASTIC FITTINGS USING BLACK PIPE TAPE. 0. /\LL CONCRETE TO BE PORTLAND CEMENT 420-C-2000. THRUST BLOCK NOTTO SCALE NOTTO SCALE -----1.1 r,,_ ___ ,.. ____ ,2 + ., LEGEND: 1. 4" GRATE (INCLUDED). 2. FINISH GRADE. 3. ROOT WATERING SYSTEM: RAIN BIRD RWS-BCG (INCLUDES, RISER, CHECK VALVE, GRATE, SWINGASSEMBLY, ½"MALENPf INLET, AND BASKET CANI8TER . • LEGEND: 1. SHRUB ADAPTER SPRAY HEAD WITH CHECK VALVE AND FACTORY INSTALLED (PURPLE) "RECYCLED WATER" RUBBER COVER· SEE LEGEND FOR SPECIFICATIONS. 11-------.........--.. ®------.. • + + + + • + + ... ·t -+ ·t + + • + + ., + 4. BUBBLER NOZZLE. 5, CHECK VALVE (INCLUDED). 6. 1/2" ROUND PEA GRAVEL AND SAND SOCK (RWS-SOCK) FOR SANDY SOILS. 12' MINIMUM ORAS SITE Re.QUIRES 2. RE-BAR STAKE -114 X 30" LENGTH. 3. VANDAL-PROOF STAINLESS STEEL • + + + + . + + + + . + + + + • + + . , + . + + + + + + 7. FILL WITH ¾" GRAVEL TO BOTTOM OF CHECK VALVE. 8. ½" PVC SCH 80 NIPPLE (INCLUDED} . 9. ½" 90 DEGREE E:LBOW (INCLUDED). 10. 12" SWING ASSEMBLY (INCLUDED). 11. ½" MALE NPT INLET (INCLUDED). SECTION VIEW 1 NOTE: 12. PVC SCH 40 TEE OR ELL. 13. LATERAL PIPE. 14. 4" BASKET WEAVc. CANISTER (INCLUDED). 15. AMENDED BACKFILL. 16. ROOTBALL OF TREE. A. TWO (2) BUBOLERS REQUIRED PER TREE. PLAN VIEW B. PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE. ADJUST PER ROOTBALL SIZE, TYPICAL. [v;)\ TREE BUBBLER DEEP ~ROOT WATER SYSTEM NOTTO SCALE NOTES: 4" .·. ·· .. :.,::_:·.'~:;,•·.·' .-.· ~ ···~·-. ~i ~ LEGEND: 1, VINE /SHRUB /TREE. SEE PLANTING PLAN FOR TYPE. 2. XERI-BUBBLER WITH 1032 THREADED INLET: SEE LEGEND FOR TYPE. 3. RAIN BIRD MODEL PFRIFRA24, PRE-ASSEMBLED 24" POL YFLEX RISER ADAPTER. TRIM POL YFLEX RISER 4" ABOVE FINISHED GRADE . 4. RAIN BIRD EASY FIT TEE COMPRESSION FITTING, MDCFTEE WITH f-EMALE 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 CENTEcR. 8. 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. LL VINE DRIP EMITTER CONNECTION NOTTOSCALE SrnithConsulting Architects R I D G E LA!ID5CAPE ARC HIT ECfS 8841 Research Drive Suite200 Irvine, CA 92618 'fel 949 387 I 323 www.ridge[a.com 111--o11~ I i===::::l---{3 ------<6 0 SECTION VIEW NOTES: CLAMP • USE IN 3 PLACES. 4. FINISHED GRADE. 5. UNDISTURBED SOIL. 6. SCH 80 PVC NIPPLE, LENGTHS AS REQUIRED. 7. PRE-ASSEMBLED TRIPLE SWING JOINT. HUNTER SJ SERIES (OR APPROVED EQUAL). SIZE I\S PER SPRINKLER OUTLET. 8. SCH 40 PVC SxSxT TEE FITTING • LATERAL SIZE x SPRINKLER INLET SIZE. 9. {PURPLE} "RECYCLED WATER"LATERAL LINE. SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED. 10. (PURPLE) "RECYCLED WATER" WARNING LABEL, CHRISTY'S RISER MARKER MODEL #1500. OR APPROVED EQUAL. A. INSTALL SPRINKLER HEADS 12" FROM FENCES, WALLS, OR BUILDINGS. B. DO NOT INSTALL SPRINKLER HEAD WITHIN 36" OF PAI/ING, CURBS, OR TURF EDGES. C. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAY TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS, OR BUILDINGS. ROTOR HEAD ON RISER NOTTO SCALE 12" MINIMUM ORAS SITE REQUIRES 11 __ • --.. ----13 11 mlkim;,11 11l ~, 11~ SECTION VIEW· NOT TO SCALE NOTES: LEGEND: 1. SHRUB ADAPTER ROTOR HEAD -SEE LEGEND FOR SPECIFICATIONS. 2. PURPLE RECYCLED WATER WARNING LABEL, CHRISTY'S RISER MARKER MODEL 1/1500. 3. SPRING-TYPE ANTI-DRAIN VALVE. 4. /AN DAL-PROOF STAINLESS STEEL CLAMP· USE IN 3 PLACES. 5. SCH BO PVC NIPPLE (2 RlaQUIRED), LENGTHS AS REQUIRED. 6. R!;-BAR STAKE (2 REQUIRED)· #4 X 30" LENGTH. 7. ULTRA-VIOLET RESISTANT PVC STREET ELLS (2 REQUIRED) AND UVR PVC TEE OR ELL. 8. ULTRA-VIOLET RESISTANT SCH 40 PVC PIPE WITH THE WORDS "CAUTION RECYCLED (OR RECLAIMED) WATER" IMPRINTED A MINIMUM OF 1-INCrl HIGH AND BLACK IN COLOR. IMPRINTING SHALL BE CONTINUOUS AND PERMANENT. SEE PLANS FOR S!ZE. 9. FINISHED GRADE. 10. 114 X 18" RE-BAR J-HOOK, SPACED AT 8' ON CENTER, TYPICAL. A. ALL PIPE INSTALLED ON GRADE TO BE SCH 40 ULTRA-VIOLET RESISTANT PVC. SPRINKLER HEAD ASSEMBLY TO BE INSTALLED PLUMB. B. INSTALL SPRINKLER HEADS 12" FROM FENCES, WALLS, OR BUILDINGS. C. DO NOT INSTALL SPRINKLER HEAD WITHIN 36" OF PAVING, CURBS, OR TURF EDGES. D. INSJALL SPRINKLER HEADS PLUMB. ADJUST SPRAY TO COVER LANDSCAPE ARE:A WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS, OR BUILDINGS. NOTTO SCALE NOTES: 10' MINIMUM TO POTABLE MAINLINE IN STRlaET SECTION VIEW -NOT TO SCALE LEGEND: 1. METER BOX WJHI 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. INSTALLA'flON OF RECYCLED WATER IRRIGATION MAINLINE: 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. NOTTO SCALE POTABLE SERVICE LINE CROSSING SECTION VIE:W ·NOTTO SCALE 3. "PURPLE" RECYCLED WATER PVC PIPE NON-PRESSURE LATERAL LINE PIPE FROM IRRIGATION HEAD TD 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. 8. 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 WATE:R LINE. D. ALL Rf'CYCLEO WATER IRRIGATION PIPE ANO SLEEVES SHALL BE PURPLE ANO 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 RECYCLED/ POTABLE PIPE CROSSING APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" REVISIONS MUST BE APPROVED BY PUBL!C HEALTH ENGINEER, 1-:u 11 CITY OF CARLSBAD EliT1I PLANNING DIVl8ION 38 ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 4/27/15 JR 1 CONSTRUCTION CHANGE ~.""' -~---IRRIGATION DETAILS & 11/01/16 JR 2 PLANTING & IRRIGATION ADJUSTED AT NEW" VlASAT-BUlLDlNG 10 DATE ,1 '!i.:.· k, ANTENNA ENCLOSURE ~. CALIFOANIA lill20Cle l./1. EXP, APPROVED REVIEWED BY: ~ E;)\..,~ I z.,. F;-I '-1- PLANNING DATE DWN BY MJ Pflo.&n' NQ. DRA_.NO. DACE BY DE;SCRIPTION APP'D RS CHKD BT SUP 13-03 480-2L INSPECTOR DATE REVISIONS f'JEU) BT WATER EFFICIENT LANDSCAPE WORKSHEET HYDROZONE INFORMATION TABLE controller Zona Plant % of Total Program Hydmzone• or trtls.ation Type/Factor*., Hydro:tone Area Landscaped Method .. (Sq. fl,) No. Valve (PF) Area A MW 1 D 0.5 1,126 0.50 A MW 2 B 0.6 fJ8 0.03 A MW 3 D 0.5 611 0.27 A MW 4 B 0.5 1!)1 0.09 A MW 5 D 0.5 1.167 0.44 A MW 6 B 0.13 32 0.01 A MW 7 D 0.5 963 0.43 A MW 8 0 0.5 741 0.33 A MW 9 B OJ, 36 0.02 A MW 10 D 0.5 1,199 0.54 A MW 11 s 0.5 1.459 0.65 A MW 12 s 0.5 523 0.23 A MW 13 D 0.5 2,531 1.13 A MW 14 8 0.6 120 0.05 A MW 15 0 0.5 450 0.20 A MW 16 0 0.5 2,203 0.98 A MW 17 D 0.5 970 0.43 A MW 18 8 0.6 36 0.02 A MW 19 R 0.5 2.352 1.05 A MW 20 D 0.5 2,061 0.92 A MW 21 R 0.5 3,351 1.W A MW 22 8 0.6 52 0,02 A MW 23 R 0.5 2,1.185 1.33 A MW 24 R 0.5 2,238 1.00 A MW 25 D 0.5 1,426 0,64 A MW 26 8 0.6 24 0.01 A MW 27 s 0.5 2,097 0.94 A MW 26 s 0.5 003 0.43 A MW 29 s 0,5 2,015 0.00 A MW 30 s 0.5 1,589 0.71 A MW 31 8 0,6 :?6 0.02 A MW 32 s 0,5 1,323 0,59 A MW 33 R 0.5 3,900 1.74 A MW 34 D 0.5 1,577 0.70 A MW 35 D 0.5 639 0.29 A MW 36 R 0.5 $,757 1.68 A MW 37 B 06 48 0,02 A MW 38 R 0.5 4,093 1.83 A MW 39 R 0.5 ,1.777 2.13 A MW 40 R 0.5 2,263 1.01 A MW 41 D 0,5 125 0.32 A MW 42 0 0,5 885 0.40 A MW 43 B 0.6 00 0.03 A MW 44 D 0.5 1,558 0.70 A MW 45 R 0.5 3,861) 1.73 A MW 46 R 0.5 3,051 1.36 A MW 47 6 0.6 40 0.02 A MW 48 D 0.5 628 0.24 A MW 49 R 0.5 2,238 1.00 A LW iiD R 0.3 3,165 1.41 A LW 51 R 0.3 1,779 0,79 A LW 52 R 0,3 3,473 1.55 A LW 53 R 0.3 3,729 1.67 A LW 54 R 0.3 4.632 2.07 A LW 55 R 0.3 5.076 2.27 A MW 56 D 0.5 1,344 0.60 A LW 57 R 0,3 3.987 1.78 A LW 58 R 0.3 3,353 1.50 B MW 59 s 0.5 1,437 0.64 B LW 60 R 0.3 3,699 1.74 B LW 61 R 0.3 5,641 2,52 8 LW 62 R 0.3 4,364 1.00 B LW 63 R 0.3 5,137 2.29 8 LW 64 R 0,3 5,212 2.33 8 LW 65 R 0.3 5,024 2.24 B LW 66 R 0.3 5,312 2.37 8 LW 67 R 0.3 4.900 2.23 B LW 68 R 0.3 4,994 2.23 B LW 69 R 0.3 5,410 2A2 B LW 70 R 0.3 4,487 2.00 B LW 71 R 0.3 3,386 1.51 .. fl LW 72 R 0.3 3,280 1.-<16 B LW 73 R 0.3 3,265 1.46 B MW 74 R 0.5 2,159 OSG B MW 75 R 0.5 2,819 1.26 B MW 76 R 0.5 2,126 0.95 s LW 77 R 0,3 4,665 2.08 B LW 78 R 0.3 5,283 2.::6 B MW 79 R 0.5 3,307 1.48 B MW 80 R 0.5 2.796 1.25 B MW 81 R 0.5 2,375 1.06 B lW 82 R 0.3 3,533 1.58 8 LW 83 R 0.3 4,462 1.00 B LW 84 R 0.3 4,352 1.94 B LW 85 R 0,3 4,111 1.84 B LW 86 R 0.3 4,559 2.04 B LW 8? R 0.3 3,395 1.52 B LW 88 R 0.3 1,631 0,73 B LW 89 R 0.3 2,103 0.94 B LW 90 R 0.3 1,025 0.46 B LW 91 R 0.3 1,112 0.50 B LW 92 R 0,3 1,001 0.45 - Total Planted Area 223,955 100% .. Hydmr.one ~"irrigation Method dt p la11tFact.orfrom WUGOLS lllor SEASONAL IRRIGATION SCHEDULE Pro)ecl Name: Vlo,al Malet Nurol:>er, ii l Controlle< Pn:mrotn ·A" fvripofmmplrniioo Roles· Elo H,torlcal: '47.0 Elo Per Dc,y Eto Per Se~an ,\1nlet , 0,0, 6.i:l Sprln,i f 0.16 , 12.8 Summer Fall ' 0.22 r 0, 13 ' 17.2 , 10.2 Run Tlmos (Minutes per Duy)= (fto} + (IE) +(PR)+ (RD) + (CJ x(Kc} x 60 Elo = Soaoonal Evapotramp~allon IE = Irrigation Efllclency PR= PreclpUallon Rate (lnche, per Hour) RD= Run do,, (seasonal Tola!) C = C-,cle, per Day Kc= Crop Coelficienl ro = Con•,enlon to mll'\\Jle,, Cycles Pet Day: oa~ Pet Week: Jrrlgof1no Efflch=~noy (%.J• Roton: Sr.ray Heads: Bubbler Heads: Drip Sy;tem.: Svrfoc;e Drlp: . Slream Roi ay. McroSrv,., Pcerlpltoli□n R'."'1±e lJo/hr} ·Rotors: Sp-ayHeo:f,: Bubbler Heaci,: Drip Sy;tems: S•.ll'foce Drip: Slream Roi cry. McroS--: 0.75 0.71 0.80 0,90 0.85 0,75 0.75 0.45 I ,6() 3.CQ 0.93 1.25 0.45 o.~, I <> Valve Planllng lrrig1allon Kc PR IE Winlo, Spring Sum1TJOI Fall Quanlilv . ype IOec, Jan. Feb!' /~Ao,. A~ M:,y) Uun. J\JJ A• Yol. rSe~, Oct Run Jirmn Novi 8 Si"too , Spray 0.-40 1.60 0.71 ' 15 ' 21 ' 36 ' 2'2 lndiYI dual Valve Run Tirne Mnule, Per D«l 2 ' 3 ' 5 ' 3 Mn. Per Day • 87 . ···r --~-. ···; 5 19 ·•···· J~'-!b ·1ndi~1!~iv~i?~i;;,.ij,,;~·~~~i~;l~1~:,> ·r·' 1 ~---···,--7f· .. M'l,.~"!LJ.CJY 12 Srtub -, . 137 , 11 , Rolor ' 0.-40 ' 0.45 ,• 0.75 74 183 ' I 10 Min. Per Dqy lncU•tldval Valve Run Tlr~e Mnvles' 6 15 ' 9 9 , Srtoo Rotor O.ID : 0.45 ' 0.75 ' 42 ' , lndvlciJcll Valve Rur1 lime Mnule1 Per Dav 5 • 77 . , 9 , Mn, Pet Day II Tteo ' Bubbler . 0.60 ' 3.00 ·' 0.00 14 lnclvlduql Valve Run lime Mnule, Per Da,/ 1 -, 26 , 2 r Mn, Pe, Dc,y ' Total Vcdve:s 59 ' Total Hovr Run fime, / 4 Day• Pe, Week 3.21 5.'/0 7.93 Hour• P..-Day SEASONAL IRRIGATION SCHEDULE Prc,J..,;:! !'lc.w112:., Vfasal c:;~1,,,, Pet p_9r.: 1 Meter Numbet, It I ConlrQil<lf Proaram "B" Oa,s Per Week: 6 ~ll'"P,2~Ccruptl'.Ott2o Rp~~· lnlg c:1Uoo Emcr e"':-¥ . (~ · Elo Hl;lofical: 47.0 RotoN~ 0,7.'i, 'l'!friler ,· Spring .Summet Fdl Sp,ayHeads: .... 0.Z\ . , r ,. .. , , ' .. .. , .... I;! 2 f~!J!R\'. .. 0,09 •.. \J.Jo 9,22 ... 0.13 .... Bubbler Heads: 0.80 .. "~ -~, . 7 -, ,.,,,e,•.a~-,,,, ... ,•u.,.,.,,..,,,. ••~••-'.,••~••• H,,. .......... Eto Par Season 6,8 12.8 17.2 10,?_ Drip S',51 em,: 0.90 . S~q.9~_ Q.~!P.:.:. 0,6,5 ... Run Time. (Minutes per D<1y) =(Eta)+ (IE)+ (PR)+ (RD)+ {C) x {Kc) x 60 Siream Rolary. f!-.!5 Eto = Seasonal Evapolramp!rallon Mcro""rav 0.75 IE= lrrlgalfon Eitlcfency PR= Preclpllallon Raia (Inch<» pe< Hour) .EEctpltatlco Bi:_:1_tA-f.iqlbt,,\ RD ~ Run day, (Sarnona! loial) Rotoa: 0,4,5 C = Cicle, per Day . Spray Heads: l.60 Kc = Crop Coefllclent !lubb!e, Heads, 3.00 60;;: Convet~fon to minutes Drip Sy.;! ems: 0.93 Surlace Drip: 1.25 Stroom Rotary. 0.45 Mao So/r"'! 0,61 Valve Planting l11lgallon Kc PR IE Winter Spring i Surnm::r 1'<111 Quantltv r,,= 'Dec, Jan. fabl l1',t,1, Ar:ir. ►,1,.;I rJ, ,n, Jul. Aunl , Oct. Nov\ Run Times I SrttJb Spray 0.40 1.60 0.71 • 2 3 r 5 • 3 Mn. Per Day Individual Vcilva Run □me Mnute, Par Day , 2 r ', 5 , 3 ' 3 32 Shrub Rolor 0.30 • 0.45 ' 0.75 • 149 • 273 r 367 . 220 . Mn. Per 00'/ lndfvldual Vdve Run nma Mnutes ,, 5 , , 1l , 9 ' 7 Toi<II ;j;) Tola I Hour Run Time, / • Dayo Per Week 2.51 I 4.1' Valveo 4.~ l 3.72 Houu Pet Cay ' CITY OF CARLSBAD ESTIMATED TOTAL WAT~R USE (ETWU) Evapolraropl1atlon Rate (Elo)' Conversion Feld or (Slep I x line 2) Plan! Facio, (PF}"" (O.l -0.8} lrrlgqfion Bflclency (IE)'• (Slep 6+ line 71 rota! all Steps 8 + Tcta! SL.A ,q. In Step 5) ""Eto W '!Iii of 1-5" ::: 40,0 Er;i st ol 1-5 ond West ol E1 comrno Reol = _._..o Easi of 8 Corrino Real= -47.0 Appk.ortl may prov!d,a. d~fet1:ml Etoit suppCl'lod b'/ \iyctozone Numb.,,-(l-5wlth SI.A Zone 6efow -use a, many table, as nece=irylo complete oil h',d'ozon9') :,:;~~-}iiit;::;::~½~]!;~i1t%~l\i1~~,1:~ii(~t;~;!!i,I1[f ;~f•''' · , ..... l~!\0,,,1 , .,,-;'f'Sl?(s:ff:'if RoJi'IJ,..:;::·IOilp, · / R.olo/ .,,,~ llQbqli'lI 1i::1:' . . $ ,ii tfi/(-iif ·,,·; 47,0 47.0 , 47.() 47.0 . 47.0 47 .0 ~! :~: ~ .~.,~ ., . . •.. :'},r:·· .! 0.5 11.406 5,703 0.55 10,369 0.5 54,459 27,230 0.70 38,899 0.5 0.3 22524 !34,261 I l,262 40,278 0.80 0.70 14,078 122.0'.)7 3,555,271 ... Pf -P',anf Facto, fWolet UHt} -ttom WUCO!.S: -Selec-ted ba«.d on tyi::,e <:if p;.etnis in h:,dtozones: ·Spray~ .SS R.oiol~Jo OJ = VLW -Ve-r/ Low Wafer Use Flan I~ 0.3= tW-Low Wole1 U-r-e-Plonb · Oubl>!at = .7~ 0.6 739 443 0.00 554 05= MW~Mod~aleWoterUSEI · o,;p ?.. Mi.c:ro 5p,my = .ao t.0 566 56.; t.0 566 SLA doCUm'2nl aJion stJbject to app,oval bit the-C!!','fllonninQ O.~ = liW ~ fi!g-h Wot~ Use Plants Division 'A diltet•:mi IE may be Ulttd if supp0ti"d t,y doctJmo:tnfo'tioo :rubjec:lk> OPP1'0VC1lby 1h-,Clfy MAXIMUM APPLIED WATER USE ( MAWA) calc1.1lalion: NAWA = (EToJ x (0,-,2/ x [(0.7 x LA/ + (0.3x SLAII 223,955 Total Landscape Area Monthly Water Budget (MAWA) Jan feb Mar Aorll M= Jun Julv ETO 2.20 2.50 3.60 4.10 5.10 5,30 6.l0 Gallons 2131832. Z42,99J, 349,907 398,506 495,102 515,141 592,898 %Run Time 36% 41% 59% 67% 84% 87% 100% (Ero) x (0.62) x 10.7 x lA) WATER USE NOTE: THESE PLANS HAVE BEEN PREPARED TO COMPLY WITH THE CALIFORNIA STATE WATER EFFICIENT LANDSCAPE ORDINANCE AB1881. CONTROLLER SCHEDULING NOTES, 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-IRRIGA'fED AREAS. CONTRACTOR SHALL SCHEDULE CONTROLLER PROGRAMS "A" & "B" TO RUN MULTIPLE VALVE STATION PROGRAMS CONCURRENTLY, UP TO A MAXIMUM OF 80 GPM, SOAS NOT TO EXCEED IRRIGATION WATERING WINDOW. NOTE: CONTROLLER PROGRAMS "A" & "B" ARE DESIGNED TO RUN CONCURRENTLY, AT NO TIME SHALL PROGRAMS "A" & "8" BE RUN SEQUENTIALLY. CONTRACTOR SHALL PROVIDt A LAMINATED NOTE POSTED DN CONTROLLER WITH MINIMUM 1/2" LETTERING STATING THE FOLLOWING: "IRRIGATION CONTROLLER PROGRAMS "A" & "B" ARE DESIGNED TO RUN CONCURRENTLY, AT NO TIME SHALL CONTROLLER PROGRAMS "A" & "B" BE RUN Sc'QUENTIALLY". NOTE: A. THE TIME PERIOD WHEN OVERHEAD IRRIGATION WILL BE SCHEDULED AND CONFIRM THAT NO OVERHEAD IRRIGATION SHALL BE USED BETWEEN 10:00 A.M. AND 6:00 P.M. B. IRRIGATION SYSTEMS USING RECYCLED WATER SHALL BE SCHEDULED FOR USE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. --...--.. --... ..-...,-... --... ~ ,,-.,,,.,..-.v~-....-.._..--...--... ~--... ~- (FOR REVISED IRRIGATION ) (~~~~~~~~~::~~::~~~ Au• 5.80 S63,740 95% :W,.WA _____ 0 _____ l~j!iif~t;;~!J Total SL.A Sent O<t Nov Dec Total 4.50 3.30 2.40 2.10 47.00 437,384 320~748 ZH,272 204,113 4,568,234 74% 54% 39% 34% irrigation Prenure C®vtatiQo Meter No: HQL; Bertallon of lv,lele<: Stolle Wale< Pre,,ute PSI: Valve No: Vo~,e Demand -"M"~-••~-. •W ••u•n•n ,-•••••••~•• •• •• • ' Mcr,fmum S.,,tem D~_mCll'K) Bevo!lon chanse P.o.c. lo Hll'Jh<»t Hedd: _H/2' Wol,,.-Mel<,! 2' Service line 2' Ba,ket Strqlna 1-1/2' M:i,ter Valve l-l/2' Row Semo, l:i-orotioo Vclve'J 1-1/2' R,C.V. 850Feel of 2-1/2' lvk,Jnllne CL 3-15 Rlllri9 Los, 10% Lale,al Une Lo" !OJ!, Lo" to Hig hes I Hs,ad TotaI Los-s.es: Head Operollng P reaure: tOtal Pressure Required: Static Pres,ure Ava_!lable: Re,l9ual Pressure: Set Pressure Ren1Jlator: 550Ff 30-SFT l06p,I 54,&. JL9.!',~ IP Gf'lv ISR 12,8,P:,SI 2,lm! .,lQ_psl _ 2.5psl 2.Qp>I I.Opsl 3.5 p,I 4,3psl 3. I psi 3.5p,i 6.5p,1 . _44 pst 35p,I 7fp•i 106 ,i ....... P 71 psl1 89 osll APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, I 8ttUT II ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO ,23 CITY OF CARLSBAD PLANNING DIVISION SmithConsulting Architects R I D G E LANDSCAPE ARCfllT ECTS 884 I Research Drive Suite 200 Irvine, CA 92618 Tel 949 387 1323 www.ridge@.com L.A. EXP, REVIEWED BY: INSPECTOR t:~~E"'6~~~~~~~~~,--.:::::::.:-~~ ........ ~+---------~--J ffi ( 4127115 RLA CONSTRUCTION CHANGE -----DATE -:--.,, "'--' '--...___.. ..._...,....___,,....,____.., 11101116 JR 2 PLANTING & IRRIGATION ADJUSTED AT NEW r< D"-TE BY DESCRIPTION APP'D DATE REVISIONS ANTENNA ENCLOSURE IRRfGATION CALCULATIONS VlASAT-BLJlLDlNG 10 OAflLSBAD, QAUFOANIA NC08 APPROVED ~-er-~1-.:0% /1.,-1~·1--I' PL.ANNING DATE DWN BY MJ PRO c: 1110. 11 DRIIWINGI NO. CHKD BY RS FIELD BY SUP 13-03 480-2L ,-l <( LU 0:::: 0 z _J w r CORNER SIGHT : DISTANCE " : TR!AN<;LE j ,, " ji ' ·,<;)'!:--~[~~ ~gg /'" 'i Clgg ~g~ • □□ Li□Lil \\·... !1 .. :ii~ ..... -.crn uuu= IJ[J □□□□ ' "'" □ □□ □ :Ooo• n□nuu uu_ □ \ I ui, __ u □□□ IJ ~ LJCJC, ,, ,'.:i □□ [][] "" I) □□□D!lU~ j I.: . . +-I I I - BUILDING 10 PHASE 1 3-STORY OFFICE BUILDING • • • • • I I ' I !,/ I I / ," · 1 - -i~ (E) (E) 0 10 20 40 NOTTO SCALE SCALE AND NORTH • / MATCHLINE 60 -SEE SHEET 25 ------ :-" .. --4-l--~I--H--- I. •-•-H -,1~ + LANT MATERIAL S INSTALLED START/ 24" OfF OF PAV/NG COORDINATE! WITH IRRIGf-T/ON QFFSE SmithConsultinq Architects -------~AMPLE ---PLANTING LEGEND SYMBOi BOTANICAL/ COMMON NAME MINIMUM SIZE COMMENTS QTY. LOCflT/ON\2 OF:\ I \ TREES· \ I \\ \ ooo 0 () 0 0 0 0 0 CJ 00 \\ \ 0 0 0 0 0 U0000'.1 080808 JOUOOOOO OCJOOOUUOOO 00000000000 000000000000 00000000000 uooooocoooou oooouoooccoo ouooouuonooo ,) 0 0-00 0 0 0 0 0 000 O'.Jnooooooooo ooooooooooouoo 0000000000000 oooooouooooooo ooooonrroooooorJ oooooooocioooo OC)OOUOOO 0000:lOO:l OOOOOOJOOoo· OOOOOO:J:lDOOO oooorouaoo::i :JO:J::, >0000 00()()'" \j) <'5'1'10 ooooo~O • 0 0 C-O O l:· r:.\.fl Q 00000000~ OCO(J00-0000 000000000 000000000 0000000-noo 000:JCJUC:JO 00000000 :ioo::io;,o 0000[} 000 00 AS BUILT CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCIIITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO rULLY SCREEN ALL UTILITIES FROM VIEW \/ PARKING LOT LANDSCAPE AREA TABULATION TOTAL PARKING LOT AREA (INCL. STALLS /\ND DRIVE AISLES)= 143,157 SF TOTAL LANDSCAPE AREA WITHIN PARKING l DT AREA= 14,977 SF PERCENTAGE OF LANDSCAPE AREA IN PARKING LOT AREA REQUIRED= 3% (4,295 SF) PERCENTAGE OF LANDSCAPE AREA IN PARKING LOT AREA PROVIDED= 10.5% (14.977 SF) ARBUTUS X 'MARINA'/ STRAWBERRY TREE CERCIS CANADENSIS I EASTERN REDBUD LOPHOSTEMON CONFERTUS / BRISBANE BOX PHOENIX DACTYLIFERA 'MEOJOOL' i MEDJOOL DATE PALM PlNUS ELDARICA/ AFGHAN PINE PLATANUS MEXICANA 'ALAMO' I MEXICAN SYCAMORE QUERCUS AGRIFOLIAI COAST LIVE OAK TIPUANA TIPU / TIPU TREE OLEA EURO PEA 'SWAN HILL'/ FRUITLESS OLIVE SHRUBS, VINES & GROUNOCOVERS: 24" BOX STD. 24" BOX STD. 15 GAL. STD. 24' BTH 15 GAL. STD. 24" BOX STD. 24" BOX STD. 24" BOX STD_ 48" BOX MULTI 5'H X 4W X 1-112" CAL 8'H X 4'W X 1-1/4" CAL TH X 2W X 1-114" CAL DIAMOND CUT TRUNK 6'H X 2'W X 1-1/4" CAL. 9'H X4'WX 1-1/2"CAL. 12'H X 7'W X 2" CAL. 10'H X 5'W X 1-1/4" CAL. 12'H X 9W ZONE 2 -REFINED LANDSCAPE (100% OF TOTAL LANDSCAPE AREA) ............... .............. •.......••••.. :: .:: :,:.:,:❖:❖::• © -EB G @ cooc,orJoo 0000:J<J<Jd 00000000 0 AGAVE ATTENUATA I FOX TAIL AGAVE BOUGAINVILLEA '00-LA-LA' / DWARF BOUGAINVILLEA CALLISTEMON 'LITTLE JOHN' I DWARF BOTTLEBRUSH CAREX OIVULSA I BERKELEY SEDGE CEANOTHUS 'CONCHA' CALIFORNIA LILAC DIANELLA 'LITTLE REV'/ LITTLE REV FLAX LILY DYMOND!A MARGARETAE / DYMOND/A FESTUCA MAIREI l ATLAS FESCUE LANTANA MONTEVIDENSIS / LANTANA fVIISCANTHUS SINENSIS 'ADAGIO'/ ADAGIO MAIOEN GRASS PARTHENOCISSUS TRICUSPIDATA / BOSTON IVY PENNISETUM M 'RED BUNNY TAILS'/ DWARF RED FOUNTA!N GRASS PHORMIUM TENAX 'PINK STRIPE'/ PINK STRIPE NEW ZEALAND FLAX PODOCARPUS GRACILIOR FERN PINE RHAMNUS CALIFORNICA / COFFEEBERRY RHAPHIOLEPIS UMBELLATA 'MINOR'/ DWARF YEDDO HAWTHORN ROSA X 'NOARE' / FLOWER CARPET RED MYOPORUM PARVIFOLIUM I MYOPORUM WESTRINGIA FRUTICOSA I COAST ROSEMARY BIO-RETENTION AREAS: BLJCHLOE DACTYLOIDES 'UC VERDE'/ UC VERDE BUFFALO GRASS JUNCUS PA TENS/ CALIFORNIA GRAY RUSH MUHLENBERG/A RIG ENS I DEER GRASS 5 GAL. 5 GAL. 5 GAL. I GAL. 5 GAL. 1 GAL. FLATS 1 GAL. 5 GAL. 5 GAL. 5 GAL. STAKED 1 GAL. 5 GAL. 15 GAL 5GAL. 5 GAL. 2 GAL. FLATS 5 GAL. PLUGS 4" POTS 1 GAL. PLANT 30" O.C. PLANT 3• 0 C PLANT 30" o_c_ PLANT 2' O.C. PLANT 5• O.C. PLANT 2' O.C. PLANT 8" O.C. PLANT 2' O.C. PLANT 3' O.C, PLANT 30" O,C. PLANT PER PLAN PLANT 2' O.C. PLANT 4' O.C . PLANT 4' O.C. PLANT 4' O.C PLANT 3' C.C. PLANT 30" O.C. PLANT 18" O.C. PLANT 4• O.C. 5 GALLON SHRUBS= 1 GALLON SHRUBS :;, PLANT 12" O.C. PLANT 2' O.G, PLANT 3' O.C. 15 7 44 11 19 15 23 31 17 23 553 42 1,288 400 903 PER PLAN 27::l 4Hi 43 49 331 327 54 348 66 185 PER PLAN 78 2.582 2.813 PER PLAN 6,019 958 SEE SHEET 26 FOR COMPLETE PLANTING LEGEND APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" \~ REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER. ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD 1·~11 CITY OF CARLSBAD r PLANNING DIVISION R I D G E IAflDSC!.PE ARCHITECTS 8841 Research Drive Suite 200 rr,ine, CA 92618 Tel 949 387 1323 www.ridgela,corn LA. 2809 REVIEWED BY: INSPECTOR EXP. 08110/15 DATE 05/31/17 4/27/15 JR CONSTRUCTION CHANGE 11/01/16 JR 2 PLANTING & IRRIGATION ADJUSTED AT NEW ,...; ANTENNA ENCLOSURE DATE BY DESCRIPTION APP'D REVISIONS VIA-PH1-PP-AB -24 ffi VIASAT -BUILDING 10 CARLSBAD, CALIFORNIA 92008 APPROVED (c_;_(i__~ ~-t::ir..,;tl-~-l~-1-'$ PLANNING DATE OWN BY LA PROJECT NO. DRAWING NO. CHKD BY RS FIELD BY SUP 13-03 480-2L ·1 \ \ no' " (E) ,_ . --5v·· -----S-u -----1·- ' ,., ..... ',,. ' EMPORARY IRRIGe,.TION AND HYDROSEED -r,._ OVER CROP OVER::~<)0% OF UNIMPROVED AD UPON CITY DIREC~ION PLANT MATERIAL SHALL ...:::_:::_..---~ BE INSTALLED STARTING AT 24' OFF OF PAVING __ , TO COOROINATE WIT IRRIGATION OFFSET + ' SOIL ~AMPLE \- -l--C-AjilON 1 OF(3 _ •. , VINES NOT INSTALLE 2 /DUE TO FOOTING SEE SHEET 38 FOR REVISED CONFLICT PLANTING PLAN AND NOTES 1 v--v--v~~~~~~v--"-v~~~~-v.--..J ~~~~~~~~rv~ / / I / / I ' SLOPE RE-VEGETATION NOTES Uhr.+.--r --'----11 y----- --L---11 T \ > ' ' ·i'~'\ ? \)) ( -\ ~ \~- ---0 ~\ t 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 WllD 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. • RE:INFORCED 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. e. 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 2-314 INCrl 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. MATCHLINE-SEE SHEET 24 SLOPE RE-VEGETATION NOTES (continued) 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. AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. C. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. ' "AS-BUILr DATE 0 10 20 40 60 KEYMAP NOTTO SCALE SC.ALE AND NORTH SrnithConsulting Architects R I D G E LANDSCAPE ARC HIT ECJS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 387 1323 www.rldgela.com L.A, EXP, REVIEWED BY: ll'ISPECIOR OATE I ----:· I I I I I -~. I I I '"' "°'""._,N , ~ ·r· . •·8· ¥¥¥¥ ... ,.,,....-x...-., , I I ¥ ,,l I / \ 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 ',, 1--w w :c (/) l±l '(/) ' -LU ,z :J ,I ·o ,1- ' ' ' ' ' ' ' ' ' <( :ii: ... ', ~ ',' ', '<~ REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENOINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 4/27/15 JR CONSTRUCTION CHANGE 11!01/16 JR 2 PLANTING & IRRIGATION ADJUSTED AT NEW ANTENNA ENCLOSURE OME BY DESCRIPTION REVISIONS PLANTING LEGEND SYMBOL TREES: 0 65 0 * BOTANICAL I COMMON NAME ARBUTUS X 'MARINA' I STRAWBERRY TREE CERCIS CANADENSIS I EASTERN REDBUD LOPHOSTEMON CONFERTUS I BRISBANE BOX PHOENIX DACTYLIFERA 'MEDJOOL' I MEDJOOL DATE PALM MINIMUM SIZE 24"'BOX STD. 24"' BOX STD. 15 GAL. STD. 24' BTH 0 PINUS ELD/\RICA I AFGHAN PINE 15 GAL. STD. (j) PLATANUS MEXICANA 'ALAMO' I MEXICAN SYCAMORE 24" BOX STD. 0 0 QUERCUS AGRIFOLIA I COAST LIVE OAK TIPUANA TIPU I TIPUTREE 24" BOX STD. 24" BOX STD. ••• OLEA EUROPEA 'SWAN HILL' I FRUITLESS OLIVE 48" BOX MULTI SHRUBS, VINES & GRDU/'IDCOVERS: @ ................. ~ ....... ........... .,.,.,.,.,., .. y .......... .,.,.,.,.,.,.,., .. .,.,., ... ,., .. .,.,.,.,.,., 'l\''l'l'l'II W ¥ V W WYY .. .,.,., .,., ........ @ r.1 EB ~if ~~i!f t\lf ~l uaou-a1:1■t1uu11■u, aaaaur,au■uaua, auuauuuu.iui>Qa1 UUUUIHICIUUUUQQI u■uciu11aa uuoa■· I...,,.,,,. ,'/,'t'J'• ,,,.....,.,, .. ,.,,❖,.,.,.,,./~ 11/,/'1/"'t',,,,.,.,1,.,,. 11 t,. It, t,, Ii 11 t,, ,~1 y ~-0 G @ ® -~ E) 0 ZONE 2. REFINED LANDSCAPE (100% OF TOTAL LANDS( AGAVE ATTENUATA / FOX TAIL AGAVE BOUGAINVILLEA '00-LA-LA' I DWARF BOUGAINVILLEA CALLISTEMON 'LITTLE JOHN' I DWARF BOTTlEBRUSrl CARE)( DIVULSA I BERKELEY SEDGE CEANOTHUS 'CONCHA' CALIFORNIA LILAC DIANELLA 'LITTLE REV" I LITTLE REV FLAX Lil Y DYMONDIA MARGARETAE I DYMONDIA FESTUCA MAIRE! I ATLAS FESCUE LANTANA MONTEVIDENSIS I LANTANA PARTHENOCISSUS TRICUSPIDATAI BOSTON IVY PENNISETUM M. "RED BUNNY TAILS' I DWARF RED FOUNTAIN GRASS PHORMIUM TENAX 'PINK STRIPE"/ PINK S"fRIPE NEW ZEALAND FLAX PODOCARPUS GRACILIOR FERN PINE RHAMNUS CALIFORNICA I COFFEEBERRY RHAPHIOLEPIS UM BELLA TA 'MINOR: I DWARF YEDDO HAWTHORN ROSA X 'NOARE' I FLOWER CARPET RE;D MYOPORUM PARVIFOLIUM / MYOPORUM WESTRINGIA FRUTICOSA / COAST ROSEMARY B/0-RETENTIO/'I AREAS: BUCH LOE DACTYLOIDES 'UC VERDE' I UC VERDE BUFFALO GRASS JUNCUS PATENS I CALIFORNIA GRAY RUSH MUflLENBERGIA RIOENS I DEERGRI\SS 5 GAL. 5 GAL . 5GAL. 1 GAL. 5 GAL. 1 GAL FLATS 1 GAL. 5 GAL. 5GAL. STAKEO 1 GAL. 5 GAL. 15 GAL. 5GAL. 5 GAL. 2 GAL. FLATS 5 GAL. PLUGS 4" POTS 1 GAL. SEE SHEET 26 FOR COMPLETE PLANTING LEGEND 1-,~ 1-ilt-1 APP'D APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I "~::-11 CITY OF CARLSB.t.D 8HliET8 PLANIIING &mll8ION 38 PLANTtNG PLAN &_, VlASAT-BUlLDlNG .LO ~. CN..IFORNIA NIJOe APPROVED ~l Gr, E::l L,:,_it 1z-1~~1-r PLANNING DATE OWN BY LA I PRQIECT"NO. 11 DRAWING NO. CHI((.) BY RS FIELD BY SUP 13-03 480-2L • I I I • w I I I I' . ' (E) . -·-.. ',/,' --·-· ,!; lij O ' ::Ii Q. I : , ~,(Jh~~ .' b~ "' t,j (E) (E)" ' ~~"",'-: ,. EMPORARY-IRRIGATI NAN YDROSEED '.,! ,., ....... . (E) e:, OVER CROP OVER 10 % OF NIMPROVED l:l);~ AD UPON CITY DIRECT ON V5. ... \. ,.__-..; ... w w CJ) • w z ::J I u ~ ~ ., 000 ':;'i ~~~ 000 • ~t .... ,.'•--t )000 ". ,, ,t;' 0000 "f •~·•z~ l 0000 ::-~ ~!',;;;, 0 0 0 0 ...-.,.-.;~; ~~r ~~~~ •t<,:• 0000 1•£~ OOl'JfJ ·~iJ :)000 1."M )ooo '?t1~?t ) g ~ g .. •i,., 000 ~~ 0000 ~-1ft UUtJO .-,; UOUQU ,.~Jf 00000 ""i 0000 . ,aao,:.io -l, 00000 'i/ 00000 ·~· 00000 ~t.ft ooouo .... ~ 00000 ;"", 00000 ~.!:? ooou 0000 ouuuo oouuo ooouoo OOUOtHI 000004.1 uoooou 000000 (J(J(J(JQtl(J 000(,lOi.lUO 0000000000 0000000000 (HJUOOOUOU ooououou aouoooou 0000000 0 0 ~ 0 0 ~ooaaa ooooooau UO(HJOOOOO 0000-00000 00000000 000000 (J O O 0 DOU DOD 00000 00000000 00000000000 0000000000000 0000000000000 , .,,_ ", 0000000000000 ·~'.,,_ ' ooooouoooooo .,,_ oOQQOOQ~ooo ~~~ ...... \ 00000000000 ' -... ... , ....... ''"ii'!~ 00 <.l O O O <.l O '"..r.:i;;=:i::<: ,· :/ ,.,.;:;-·-• ' • .:...,r,,;,:;,,""" "'~,;,,.,.'loi,; -",;i:.~.__::,;;.:; •. ;.;:.;.. '~),;;);;_',,.:,;lo,' :0..~#~~~ " .!1._Q_<!_D Q D_Q S . ...,..,.':J I, ' ,.-,i' .... .., ·• .,_. •'""''"" 1111 " ,. ~ '""''""''M.-m, -,· ---- PLANTING LEGEND • Hydrcipost Premium Composr • Ecology Control M-Bin.der(fack • Biosol Forte 7~2~1 Organic fertilizer • AM 120 Myoorrhizal inoculum • Td-C Soluble Humale 'SEED AVAILABLE AT S&S SEEDS (805) 684-0436 1000 LBS 150 LBS/I 800 LBS/, 60 LBS/A 1 LB/ACR DENOTES SOIL SAMPLE LOCATION -REFER TO NOTE 'H' OF PLANTING NOTES, SHEET L6.1, FOR ADDITIONAL INFORMATION. MATCHLINE -SEE ABOVE RIGHT 0 10 20 40 60 I \ \ \ \ DENOTES ROOT BARRIER. TO BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE, PAVEMENT OR CURB. ROOT BARRIERS ARE TO BE 'UB24•2· BY DEEP ROOT CORPORATION. (800) 458-7668, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOT BE WRAPPED AROUND THE ROOTBALL. KEYMAP NOTTO SCALE SmithConsulting Architects NOTES: SCALE ANO NORTH \ \ \ \ \ \ \ \ ------------ M HLINE -BEL W LEFT ,/ / PROPERTY LINE I .,,.. RIGHT-OF-WAY LIN7/ 25, x 25, TYPICAL S/ \, LIN£ OF SIGHT/'_,. PLANT Mfi.'(ERIAL SHALL BE INSTALLf,D STARTIN AT 24" OFF Of'~PAVI TO COORDINA'r~ TH IRRIGATION OPFSETS _.,,/ \>;-/ / ,, \ '25' X 25' ,rY .,.-\.., LINE 0,1/,,,.. // \' ,,._, ,,.,,.,,.,,.,,.. SIGHT .,. .-. , _,,,• /,..,.-✓ , .. -/ ,,.. / ,,~ .,,,·l\ ~ _,,,, \ PLANTING LEGEND SYMBOL TREES: 0 ,. BOTANICAL I COMMON NAME ARBUTUS X 'MARINA'/ STRAWBERRY TREE CERCIS CANADENSIS / EASTERN REDBUD LDPHOSTEMON CONFERTUS / BRISBANE BOX PHOENIX DACTYLIFERA 'MEDJOOL' / MEDJOOL DATE PALM PINUS ELDARICA / AFDHAN PINE PLATANUS MEXICANA 'ALAMO'/ MEXICAN SYCAMORE QUERCUS AGRIFOLIA I COAST LIVE OAK TIPUANA TIPU / TIPU TREE OLE;A EUROPEA 'SWAN HILL'/ FRUITLESS OLIVE SHRUBS. VINES & GROUNDCOVERS: MINIMUM SIZE 24" BOX STD. 24" BOX STD. 15 GAL STD. 24' BTH 15 GAL. STD. 24" BOX STD. 24" BOX STD. 24" BOX STD. 48" BOX MULTI COMMENTS 5'H X 4'W X 1-1/2" CAL. 8'H X 4'W X 1-1/4" CAL. 7'H X 2'W X 1-1/4" CAL. DIAMOND CUT TRUNK 6'H X 2'W X 1-1/4" CAL 9'H X 4'W X 1-1/2" CAL 12'H X l'W X 2" CAL 10'H X 5'W X 1-1/4" CAL. 12'H X 9'W ZONo 2 • REFINoD LANDSCAPE (100% OF TOTAL LANDSCAPE AREA) AGAVE ATTENUATA / 5GAL PLANT 30" 0 .C. FOX TAIL AGAVE BOUGAINVILLEA '00-LA-LA' / 5 GAL PLANT 3' O.C, DWARF BOUGAINVILLEA CALLISTEMON 'LITTLE JOHN'/ 5GAL PLANT 30" O.C. DWARF BO'fTLEBRUSH CAR EX DIVULSA / 1 GAL PLANT 2' O.C. BERKELEY SEDGE CEANOTHUS 'CONCHA' 5 GAL. PLANT 5' O.C, CALIFORNIA LILAC DIANELLA 'LITTLE REV' I 1 GAL PLANT 2' O,C. LITTLE REV FLAX Lil Y QTY. 1!\ 7 44 11 19 15 23 31 17 23 553 42 1.269 400 931 "AS-BUILT" R I D G E LAMDSCAPE ARCHITECTS 8841 Reseurch Drive Suile 200 INine, CA 92618 Tel 949 387 1323 www.rldgekl..com L.A. REVIEWED BY: INSPECfOR DATE EXP, DATE !lob ~,ij,;-,!, V 0000000 00000 000 0 WUCOLS MOD. (0.4-0.6) MOD. (0.4-0.6) MOD. (0.4-0.6} MOD (0.4-0.6) LOW (0.1-0.3) MOD. (0.4-0.6) LOW (0.1-0.3) MOD. (OA-0.6) LOW (0.1-0.3) LOW (0.1-0.3) LOW (0.1-0.3) MOD. (0.4-0.6) MOD. (0.4•0.6) LOW (0.1-0.3) MOD. (0.4-0.0) DETAIL A,B,E A,B,E A,B,E H /\,B,E A,B,E A,B,E A,B,E J C,D,G,I C,D,G.I C,D,G,I C.D,G.I C,D,G,1 C,D,G,I --- . \ ------ \.•· ----\ . ------,,,,-- EXISTING PLANT LEGEND SYMBOL 0 0 0 0 0 (j) EB BOTANICAL/ COMMON NAMl:c ARBUTUS X 'MARINA'/ STRAWBERRY TREE EUCALYPTUS SPP. I EUCALYPTUS ACACIA MELANOXYLON I BLACKWOOD ACACIA LOPHOSTEMON CONFERTUS I BRISBANE BOX MELALEUCA QU INQUENERVIA I PAPERBARK TREE PLATANUS ACERIFOLIA / LDNDON PLANE TREE EXISTING PYGMY DATE PALMS C) 0 @ 0 0 EXISTING SrlRUBS, VINES AND GROUNDCOVERS EXISTING TURF PLANTING LEGEND SYMBOL UUUIIUUIU.IIHlUQUI <OUUUUUU<HIUUtlUI QUUIUIUUUU U uau1 uu1a1uue1uuuu111;1, UIIIHIUUUUUUUUUi ., 1m1 0 G :1~!:.:"•i::i;~f,i:i'.,..) 11h:-~it}•t;;J:~~ .:,..'f,,,~,~r.r:,."tJ."P: OdC)tJdOOdc oodaooooc. ic, d (HH) d d CH,. -· -· ,, ' 0 BOTANICAL /COMMON NAME DYMONDIA MARGARETAE / DYMONDIA FESTUCA MAIRE! I ATLAS FESCUE LANTANA MONTEVIDENSIS / LANTANA PARTHENOCISSUS TRICUSPIDATA/ BOSTON IVY PENNJSETUM M. 'RED BUNNY TAILS' I DWARF RED FOUNTAIN GRASS PHORMIUM TENAX 'PINK STRIPE' I PINK STRIPE NEW ZEALAND FLAX POOOCARPUS GRACILIOR FERN PINE RHAMNUS CALIFORNICA / COfFEEBERRY RHAPHIDLEPIS UMBELLATA 'MINOR'/ DWARF YEDDO HAWTHORN ROSA X 'NOARE I FLOWER CARPET RED MYDPORUM PARVIFOLIUM / MYOPORUM WcSTRINGIA FRUTICOSA I COAST ROSEMARY BIO-RETENTION AREAS: BUCHLOE DACTYLOIDES 'UC VERDE'/ UC VERDE BUFFALO GRASS JUNCUS PATENS I CALIFORNIA GRAY RUSH MUHLENBERGIA RIGENS / DEER GRASS COVER CROP SEED MIX Contains: • Agrostis palleri:s (Befit Grijss) • Eschscholzia maritima (California. Poppy} • FestLLca mtcrostachys (Small Fesoue MINIMUM SIZE FLATS 1 GAL. 5GAL. 5 GAL. STAKED 1 GAL. 5 GAL. 15 GAL. 5 GAL. 5 GAL. 2 GAL. FLATS 5GAL. PLUGS 4" POTS 1 GAL. • Fesfuca rutira 'Molale' (Mo(ale Red Fescue) TO BG APPLIED WITH; • Conwed 1000 Wood Fiber Hydraulic Mulch • Hydropost Premium Composl • Ecology Contrul M•Binderrrack • Biosol Forte 7-2-1 Orgiinic fertilize!' • AM 120 Mycorrhizal inaculum • Tri·C Soluble Humate • SEED AVAILABLE AT S&S SEEDS (805) 684·0438 COMMENTS PLANT 8' O.C. PLANT 2' O.C. PLANT 3' O.C. PLANT PER PLAN PLANT 2' O.C. PLANT 4' O.C, PLANT 4' O.C. PLANT 4• O.C. PLANT 3' O.C. PLANT 30" 0.C. PLANT 18" 0.C. PLANT 4' O.C. 5 GALLON SHRUBS = 1 GALLON SHRUBS = PLANT 12" 0.C. PLANT 2' O.C. PLANT 3' O.C. SEED' 8 LBS/ACRE 2 I.BS/ACRE 8 LBS/ACRE 25 LBS/ACRE 1500 • 2500 LBS/ACRE 1000 LBS/ACRE 150 LBS/ACRE 800 LBSIACRS: 60 LBS/ACRE 1 LB/ACRE BOTANICAL/ COMMON NAME PODOCARPUS GRACILIOR I FERN PINE PYRUS CALLERY ANA/ ORNAMENTAL PEAR lABEBUIA IMPETIG/NOSA I PINK TRUMPET TREE TIPUANA TIPU / TIPU TREE WASrllNGTONIA ROBUSTA/ MEXICAN FAN PALM QTY. PER PLAN 273 415 49 349 327 54 348 66 185 PER PLAN 78 2,540 2.816 PER PlAN 6,023 947 WUCOLS MOD. (0.4-0.6) LOW (0.1-0.3) I.OW (0.1-0.3) MOO. (0.4-0.6) LOW (0.1-0.3) LOW (0.1-0.3) MOD. (0.4-0.6) VERY LOW (<0.1) MOD. (0.4-0.6) MOD. (0.4-0.6) LOW (0.1-0.3) LOW (0.1-0.3) (48%) (52%) MOD. (0.4·0.6) MOD. (0.4•0.6) LOW (0.1-0.3) LOW (0.1-0.3) DETAIL C,D,G,I C,D,G,I C,D,G,I F C,D,G,I C,D,G,l C.D,G,l C,D,G,I C.D,G,l C,D,G,l C,D.G,l C,D.G,I C,D,l C.D.I 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 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DIV18IION 4/27/15 JR CONSTRUCTION CHANGE Ht. 1.,~•''- 11/01/16 JR 2 PLANTING & IRRIGATION ADJUSTED AT NEW~ \ .~•lsc, ANTENNA ENCLOSURE □ATE BY DESCRIPTION APP'O REVISIONS PLANTING PLAN VlASAT-BUILDING 10 CIIA\.8ltAD, c:#11.lFOANIA HIXle APPROVED ,~)J:. J 4, ~)..oft I Z..• I~-1-1' PLANNING DATE DWN BY LA PM.«I NQ. l I DRAWINQ NO, CHKD BY RS l'IELD SY SUP 13-03 480-2L PLANTING NOTES A. REFER TO PLANTING SPECIFICATIONS AND DETAILS FOR SOIL PREPARATION, FERTILIZATION, MULCHING AND OTHER PLANTING INFORMATION. 8. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE AND THE CITY INSPECTOR 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. C. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD COMDITIONS VARY FROM THOSE SHOWN ON PLAN. D. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTION SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WOHK. ASSUME FULL RE:SPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. E. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH DAMAGED UTILITIES. F. LOCATION OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC. ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. G. OBTAIN ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS FROM ON-SITE EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY, SUBMIT IMPORT SOIL TESTING RESULTS FOR APPROVAL PRIOR TO IMPORTATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT GROWTH. H. I. J. K. L. M. N. 0. P. a. R. s. T. u. V. w. x. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION ~ SOILS TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY WHICH HAS BEEN PRE-APPROVED BY THE CITY. 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: ORGANIC MATTER CONTENT; N, P, K; pH; EC; SOIL TEXTURE (SILT, CLAY, SAND); RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZATIONS. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS ANO BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. KILL AND REMOVE ALL EXISTING WEEDS FROM SITE AREAS PER SPECIFICATIONS. ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS, 2% MINIMUM. 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. ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING FORM. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE. PLANTING QUANTITIES ARE GIVEN FOR CONVENIENCE ONLY. PLANT SYMBOLS AND SPECIFIED SPACING SHALL TAKE PRECEDENCE. 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. INSTALL GROUND COVER AND/OR SHRUB MASSES WITH TRIANGULAR SPACING UNLESS OTHERWISE INDICATED. ALL CURVE TO CURVE AND CURVE TO TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH AND UNIFORM. REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION UPON PROVIDING SUPPORT PER PLAN. DURING THE LENGTH OF THE GUARANTEE PERIOD, BE RESPONSIBLE FOR PROPER STAKING AND/OR GUYING OF TREES TO ENSURE STABILITY. 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. 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. 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. 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. 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. ' "' ,-Ji lo I MAX. II I ffl.5IT~-'j,,_-4 4 -11 2.5 X DIA. OF ROOTBALL 1. ONE THROUGH FIFTEEN GALLON SIZE CONTAINER PLANT 2. PERMANENT WATERING BASIN -MIN. 6" DEPTH 3. EXISTING SLOPE 4. AMENDED BACKFILL MIX-SEE SPECIFICATIONS. TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING. 5. FERTILIZING TABLETS PER SPECIFICATIONS 6. ROOTBALL OF PLANT -MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS. 7. EXISTING SOIL 8. "CROWN" OF PLANT-MUST NOT BE BURIED BELOW LE'/EL OF SURROUNDING SOIL. NOTES: A. REAR OF PLANTING PIT SHALL BE GRADED TO A MAXIMUM 1:1 SLOPE B. EROSION CONTROL FABRIC SHALL BE INSTALLED ON SLOPE TO CONTROL EROSION WHILE PLANT ESTABLISH SHRUB ON SLOPE LEGEND 1. TREE TRUNK PLAN VIEW 2X WIDTH OF ROOTBALL SECTION 2. ROOTBALL AND BACKFILL PER TREE PLANTING DETAIL 3. WATER BASIN PER TREE PLANTING DETAIL NOTTO SCALE 4. 4" DIA. PVC INSPECTION TUBE WITH BLACK PVC SLIP CAP. SET 3" MAKIMUM ABOVE FINISH GRADE. DRILL 314" 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. 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. ATRIUM PLANTER DRAIN PER PLAN, WHERE OCCURS. CONNECT TO STORM DRAIN SYSTEM PER CIVIL ENGINEER'S DRAWINGS 9. NATIVE SOIL 10. EDGE OF PLANTING PIT 11. 3" CORRUGATED PIPE BELOW ROOTBALL TO ALLOW FOR METHANE GAS RELEASE • fn§~~§§iif:"::'M=!-~ 6 --. 2XDIA. 7 OF" ROOTBALL LEGEND: 1. WALL, FENCE OR TRELLIS, PER PLAN. 2. WATERING BASIN -MIN. 4" DEPTH. REMOVE BASIN AFTER MAINTENANCE PERIOD. 3. FINISH GRADE. 4. AMENDED BACKFILL MIX-SEE SPECIFICATIONS. TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING. 5. FERTILIZING TABLETS PER SPECIFICATIONS. 6. ROOTBALL OF PLANT -MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS. PLACE AS CLOSELY AS PRACTICAL TO WALL, FENCE OR TRELLIS. 7. EXISTING SOIL. 8. "CROWN" OF PLANT -MUST NOT BE BURIED BELOW LEVEL OF SURROUNDING SOIL. 9. ADJUST NURSERY STAKE TO LEAN AGAINST WALL FOR VINE SUPPORT. VIN.E PLANTING NOTTO SCALE ©- ® 1 i SECllQN LEGEND: 1. LOCATE PLANTS WITH EQUAL SPACING AS INDICATED ON PLAN, TRIANGULAR SPACING. I I 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. @~~ ·1 ·1 . 9¼ I I • I I • 5. VEHICLE I • 6. 112 SPACING FOR SPECIFIED PLANT MATERIAL PfAN VIEW PLANTING AT PARKING EDGE NOTTO SCALE LEGEND 1. FRONDS TO BE TIED AND PROTECTED DURING SHIPMENT. UNTIE FRONDS AFTER 60 DAYS OR AS DIRECTED BY PALM TREE EXPERT OR LANDSCAPE ARCHITECT. 2. PALM TRUNKS TO BE DIAMOND CUT. 3. PLANT BASE OF TREE 4" ABOVE SURROUNDING GRADE. DO NOT BURY ANY PART OF TRUNK. 4. 2" MULCH LAYER PER SPECIFICATIONS. 5. WATERING BASIN -MIN. 4" DEPTH. REMOVE BASIN AFTER MAINTENANCE PERIOD. 6. WASHED COARSE CONCRETE SAND BACKFILL. DO NOT USE EARTH OR OTHER TYPES OF SAND. 7 7. TRUNK HEIGHT: MEASURED FROM ORIGINAL GRADE LEVEL AT BASE OF TRUNK TO TERMINAL SUD AT BASE OF FRONDS. TRUNK TO BE CLEAN, STRAIGHT AND FREE OF SCARS OR ROT. SET TRUNK PLUMB. ,,--@ ,,--@ 8. 4" DIA. BLACK PVC SLIP CAP, SET 3' MAX. ABOVE FINISH GRADE· DRILL ¾" DIA. HOLE IN TOP OF CAP TO ALLOW FOR REMOVAL. 9. FINISH GRADE. 10. ROOTSALI_: TO BE PROTECTED DURING SHIPMENT. MINIMUM 4' X 4' X 5'. 11. 4" DIA. X 8' PERFORATED PVC PIPE IN FILTER SOCK- CENTER IN HOLE. 12. 12" DIA. X 8' DEEP AUGURED HOLE FILLED WITH ¾" CRUSHED GRAVEL. 13. 4" DIA. PVC SLIP CAP GLUED TO BOTTOM OF PIPE. NOTES: -SEE PALM TREE PLANTING AND MAINTENANCE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. -IN TURF AREAS, MAINTAIN TURF 12' CLEAR FROM PALM TRUNK. 2 X DIA. OF ROOTBALL LEGEND /""'---1.1 1. ONE THROUGH FIFTEEN GALLON SIZE CONTAINER PLANT 2. PERMANENT WATERING BASIN -MIN.4" DEPTH. REMOVE BASIN AFTER MAINTENANCE PERIOD. 3. FINISH GRADE. 4. AMENDED BACKFILL MIX-SEE SPECIFICATIONS. TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING. 5. FERTILIZING TABLETS PER SPECIFICATIONS 6. ROOTBALL OF PLANT -MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS. 7. EXISTING SOIL 8. "CROWN" OF PLANT -MUST NOT BE BURIED BELOW LEVEL OF SURROUNDING SOIL. SHRUB PLANTING NOTTO SCALE NOTES A. ALL SHRUBS I GROUND COVERS SHALL BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS. SEE LEGEND FOR SPACING REOU IREMENTS. D PLANT SPACING PARKWAY WIDTH PER PLAN .... -(4 LEGEND 1. CONCRETE CURB PER PLAN 2. CONCRETE SIDEWALK PER PLAN 3. TURF PARKWAY PER PLAN 4. STREET TREE PER PLAN 5. 24" DEPTH LINEAR ROOT BARRIER -CONTINUOUS ALONG CURB EDG~ WITH A MINIMUM LENGTH OF 10' FROM TREE TRUNK ON EACrl SIDE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 6. 16" DEPTH LINEAR ROOT BARRIER-CONTINUOUS ALONG SIDEWALK EDGE WITH A MINIMUM LENGTH OF 10' FROM TREE TRUNK ON EACH SIDE. INSTALL PER MANUFACTURER'S RECOMM~NDATIONS. NOTE: ROOT BARRIER AS MANUFACTURED BY 'DEEP ROOT PARTNERS', (800) 458-7668 OR APPROVED EQUAL. PLAN VIEW 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.)( 10' STAKES FOR TREES 24" BOX AND SMALLER, ANO 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 ®--! I • ,.___ PLANTING PIT. A I o I ~ 2 X DIAMETER 11 OF ROOTBALL SECTION 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, (BOO) 458-7668, AT ALL TREES WITHIN 5' OF HARDSCAPE, OR AS SHOWN ON PLANTING PLAN, MINIMUM 10' LENGTH. INSTALLED AT EDGE OF ADJACENT HAHDSCAPE. 12. ADJACENT HARDSCAPE (WHERE OCCURS). NOTE: MAINTAIN TURF 12' CLEAR FROM BASE OF TRUNK. TREE PLANTING & STAKING NOTTO SCALE PR1;;VAIL!N0 WlNO ~ STAKE LOCATIONS -PLAN VIEW c'k---!l-~#,..~1-----l 1 SEE SPEC. 2X DIA, OF ROOTBALL SECTION ~® LEGEND: 1. BLACK RUBBER "CINCH-TIE" (4 TYP.), PER SPECIFICATIONS. ATTACH WITH ROOFING NAILS. 2. l.ODGE 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.)( 10' STAKES FOR TREES 36" BOX THROUGrl 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 & STAKING ON SLOPEN0TT0SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE J OLIVE TREE PLANTING NOTTO SCALE H DATE PALM PLANTING NOTTO SCALE ROOT BARRIER LOCATION OF PLANTING AREAS. ~~~~~::~~~~~~~~~~-~~~~~~-~~~~~.;..!::.!!~::~~~~~-------::::::::::::~-~~:.:.=:_:A:..S~-~B~U~l~L;:_~..:;::~,~R~E~V~IS-IO_N_S_M_US .. T-B111E-A111PP .. R .. O .. V:EO .. B-Y111P .. U~BL .. IC:-'.".'.HE .. A .. LT .. H .. E .. N:G:IN:E111ER ... ---trl =·=2·-=1~•711,~!!!!!!!~c~,_~.~T ~~OFNiliN~~~OIV=}.~,::,O=~~!!!!!!!!il~"(i .. -=3~8~ .. m)). SmithConsultlng Architects R I D G E LANDSCAPE ARCHl"fHfS 8841 Research Drive Suite 200 Irvine, CA 926 I 8 Tel 9493871323 www.ridgela.com L.A. EXP. REVIEWED BY: INSPECTOR DATE I ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO . .,._,, . IMPLEMENTATION IN FIELD. ~/2\ 4/27/15 JR 1 CONSTRUCTION CHANGE r<f:_ "'t-1+-"" PLANTING DETAILS 11/01116 JR 2 PLANTING & IRRIGATION ADJUSTED AT NEW l 1--.1... V lASAT -B UlLDlNG 10 ANTENNA ENCLOSURE CM1.WD, CAIJFUFiNIA llliltlCl9 APPROVED /'14:, ~ 0'., f:4l.-atf 1 z.., 1.::;-1-t PLANNING DATE DATE BY OtSCRIPTION REVISIONS OWN BY LA II DRAWINGI NO. APP'D CHKD BY RS SUP 13-03 480-2L FIELD BY SECTION 02514 PORTLAND CEMENT CONCRETE PAVING Port 1 -GENERAL 1.01 WORK INCLUDED A. Concrete paving, mow strips, steps, walls. B. Reinforcement. C, Surface finish. D. Special Curing. 1.02 WORK INSTALLED BUT FURNISHED UNOER OTHER SECTIONS A. Section 03251 -Expansion and Contraction Jolnts. 1.03 RELATED WORK A. Section 02211 -Rough Grading: Preparotion of site for paving. 8. Section 02223 -Backfilling: Compacted fill for paving. 1.04 REFERENCES A. ACI 301 -Specificatlons for Structural Concrete for Buildings. B. ANSI/ASTM Al85 C. ANSI/ ASTM A497 Reinforcem<:int. Welded Steel Wire Fabric for Concrete Reinforcement. Welded Deformed Steel Wire Fabric for Concrete D. ASTM A615 -Deformed and Plain Billet-Steel for Concrete Reinforcement. E. ASTM C33 F. ASTM C94 Concrete Aggregates. Ready Mixed Concrete. G. ASTM C150 -Portland Cement. H. ASTM C260 Air-Entraining Admixtures for Concrete. I. ASTM C309 Liquid Membrane-Forming Compounds for Curing Concrete. J. ASTM C494 Chemical Admixtures for Concrete. K. FS TT-C-800 Curing Compound, Concrete, for New ond Existing Surfaces. 1.05 QUALITY ASSURANCE A. Perform work in accordance with ACI 301. 8. Obtain moteriols from same source throughout. 1.06 TESTS A. Testing and analysis will be performed under provisions of the UBC, current edition. 8. Make available proposed mix design of each class of concrete to appoint<:id firm for review prior to commencement of work. C. Testing firm will toke cylinders and perform slump and air entrainment tests in accordance with ACI 301. D. Tests of cement and aggregates will be performed to ensure conformance with specified requirements. E. Three concrete test cylinders will be taken for every 75 or less cubic yards of each class of concrete placed each day. F. One additional test cylinder will be taken and be cured on site under some conditions as concrete it represents. G. One slump test will be token for each set of test cylinders token. 1.07 SUBMITTALS A. Submit product data under provisions of the UBC, current edition. B. Include data on integral color, admixtures, and curing compounds. C. Submit manufacturer's instructions. 1.08 SAMPLES A. Where directed, provide 4 x 4 foot job site sample of each paving finish shown or required, for review ond approval prior to installation. Provide additional samples until finish is considered acceptable by the Owner, at no additional cost to the Owner. Port 2 -PRODUCTS 2.01 CONCRETE MATERIALS A. Cement: ASTM C150 Portland type, gray color. B. Fine and Coarse Aggregates; ASTM C33, from a single source throughout project. C. Water: Clean, potable, and not otherwise detrimental to concrete. 2.02 FORM MATERIALS A. Conform to ACI 301. B. Wood or Steel form materi<:11, profiled to suit conditions. 2.03 REINFORCEMENT A. Reinforcing Steel: ASTM A615; 40 ksi yield grade; plain deformed billet steel bars, uncoated finish. B. Welded Steel Wire Fabric: Plain type, ANSI/ASTM A185; uncoated finish. C. Tie Wire: Annealed steel, minimum 16 gage size. D. Dowels: ASTM A615; 40 ksi yield grade, plain steel, uncoated finish. E. Synthetic Reinforcing Fibers: 1. Engineered synthetic reinforcing fibers shall be 100% Polypropylene, collated, fibrillated fibers with the following properties: Specific Gravity: 0. 9 Modulus of Elasticity. 0.5 to 0.7 x 1000 ksi Tensile Strength: BO to 110 ksl Length: 0.5 inch 2. The approved manufacturer or distributor shall provide the services of a Qualified Technician for a pre-job meeting and initial Job Start-Up. 3. Manufacturer shall be Fibermesh Inc., (619) 259-0901 or approved equal. 4. Fibers shall be added only at the concrete botch plant to assure uniform and complete dispersion of the collated-fibrillated fiber bundles m\o single monofilaments within the concrete. 5. Add to the concrete mix at the rote of 1.5 lbs per cubic yard of concrete. 6. Submit concrete receipt from batch plant to Owner, showing name of manufacturer and rate of application for fibers. 2.04 ACCESSORIES D. Ensure reinforcement, inserts, embedded parts, and formed joints are not disturbed during concrete placement. E. Place concrete continuously between predetermined construction joints. Do not break or Interrupt successive pours such that cold Joints occur. F. Place concrete to pattern indicated. G. Coordinate pours of integral color concrete to ensure consistency of color throughout. Color inconsistency will not be accepted. H. For concrete steps, walls or other vibration to eliminate honeycombs. rejected. cost in place elements, settle concrete by Concrete with visible honeycombs will be I. Tolerances ln horizontal alignment of hardscape elements such as pavln:::, edges, joints, waits and steps shall not exceed 1 /4" In 10 feet, or 1 /2' in 50 feet. E. Concrete Surface Sealer: Surface Sealer: All concrete that hos either been sandblasted or retardant finished shall be sealed with a clear, penetrating concrete sealer. If efflorescence or alkali-staining in evident cfter the concrete hos cured, lightly wash the aggregate surface with o mild muriatic acid solution (usually a 10: 1 dilution) that hos been thoroughly rinsed with water and cleaned with diluted Lithochrome "Floor Cleaner" by L.M. Scofield or equal. Rinse again and dry thoroughly. After concrete mix has cured at least a month, the concrete surface shall be thoroughly washed with fresh, clean water. After surface is thoroughly dried, apply one coat of Aqua-Mix Penetrating Sealer (213) 946-6877, at \he rate of 200 SF per gallon. Allow 24 hours before applying water to verify if water beads. If not, apply a light second coat. Refer to Aqua-Mix Specifications for complete instructions. A. Pre-emergent Herbicide: Surflon 3.07 FINISHING 3.08 FIELD QUALITY CONTROL 8. Curing Compound: FS TT-C-800, Type 1, 30 percent solids; ASTM C309, Ashford Formula. C. Liquid Surface Sealer: ProSoCo Kure/Seal. D. Integral Color (Non-Immersion Conditions): L. M. Scofield Chrorn,x. E. Patch Bond: Weld-Crete. F. Lithochrome color hardens: l.M. Scofield. 2.05 ADMIXTURES A. Air Entrainment: ASTM C260. B. Chemical Admixture: ASTM C494. 2.06 CONCRETE MIX A. Mix concrete in accordance with ASTM C94. B. Provide concrete with the following characteristics: -Compressive Strength at 28 days: 2500 psi. C. Use accelerating admixtures in cold weother only when approved by Owner. Use of admixtures will not relax cold weather placement requirements. D. Use set-retarding admixtures during hot weather only when approved by Owner. E. Add air entraining agent to concrete mix for concrete work as necessary. Port 3 -EXECUTION 3.01 INSPECTION A. Verify compacted subgrode and/or base is ready to support paving and imposed loads. B. Verify gradients and elevations of base are correct. C. Beginning of installation means acceptance of existing conditions. 3.02 PREPARATION A. Molsten subgrade and/or bose to minimize absorption of water from fresh concrete. B. Apply pre-emergent herbicide, per manufacturer's specifications, to soil surface below all areas to receive concrete. If using base material, apply to subgrade prior to installing base. C. Notify Landscape Architect and Owner minimum 24 hours prior to commencement of concreting operations. 3.03 FORMING A. Place and secure forms to correct locotion, dimension, and profile. Obtain layout approvol prior to pour. B. Assemble formwork to permit easy stripping and dismantling without damaging concrete. Use of permanent concrete screed is permissible. C. Place joint fillers vertical in position, in straight lines. Secure to formwork during concrete placement. 3.04 REINFORCEMENT A. Place reinforcement. B. Interrupt reinforcement at expcmsion joints. C. Place reinforcement to achieve slab ond curb alignment os detailed. D. Provide dowelled join ts at interruptions of concrete with one end of dowel set in copped sleeve to allow longitudinal movement. 3.05 FORMED JOINTS A. Place expansion joints at 20 foot Intervals unless otherwise shown to correct elevation and profile. Align curb, gutter, and sidewalk joints. B. Place expansion joint between paving components and building or other appurtenances. C. Provide control joints al maximum 5 foot intervals of paving unless otherwise shown. 3.06 PLACING CONCRETE A. Place concrete in accordance with ACI 301. 8. Hot Weather Placement: ACI 301. R I D G E LANDSCAPE ARCHITECTS A. See plan for finishes and finish locations. B. Curbs, Swales and Gutters: Light broom. C. Place curing compound on exposed concrete surfaces immediately after finishing. Apply in accordance with manufacturer's instructions. D. Finishes: 1. General - Compact and tamp concrete as specified herein (unless retardant finish ls specified), to bring 3/8 inch of mortar to surface, float with wood screeds and floats only, and apply following finishes ofter surface b)! floating. Do not use steel or any plastic screeds, floats or "Fresno" for initial floating and screeding operations. 2. All concrete finishes shall be as listed on the Drawings. Finishes ore as follows: a. Rough Trowel Swirl Finish - Provide rough trowel finish to slob surfaces, After placing slabs, consolidate surface by floating to a uniform, smooth, granular texture. b. Scratch Finish - Provide scratch finish to slab surfaces that ore to receive mortar setting beds for precast tile pavers as noted on Drawings. c. Steel Trowel Finish - After surface water disappears and floated surface is sufficiently hordened, steel trowel and re-trowel to smooth, dense, hard finish. After concrete has set enough, re-trowel to a smooth, uniform finish free of \rowel marks or other blemishes. Avoid excessive troweling that produces burned areas. d. Sandblast Finish - i. All work shall conform to applicable OSHA and EPA standards. ii. Contractor shall schedule this work to be executed with as little conflict with other trodes as possible. If necessary, Contractor shoil be responsible for the protection or masking of adjacent surfaces. iii. Test areas for sample of blasting will be established where surfaced will not be left exposed. Landscape Architect shall be present at time of sample blasting and approve the desir<:id finish. Iv. Care shall be token to protect all adjacent surfaces from damage which are not receiving sandblasting. v. Sandblasting shall be accomplished using qualified workmen fomilior with the proper technique. vi. Sandblasting work shall be by the dry-sand method, utilizing appropriate equipment and adequate air pressure. Abrosives shall be washed sllico sand free from salt, cloy or other foreign materials. Nozzle position during the operation shall be as determined in the making of the approved samples. vii. All concrete areas requiring patching shall be patched, with all rough spots and unevenness in the concrete surface ground smooth before the sandblasting operation is begun. viii. Wash down concrete sandblasted surfaces promptly to remove sand and dust. Upon completion, remove from site oil surplus and waste materials. e. Retardant Finish - i. Concrete Mix Design: An extremel,)I coarse mixing contains the greatest possible percentage of 3/8" top size aggregate and a minimum amount of mixing water should be used. Aggregate/sand ratio to be 70% oggregate to 30% sand. ii. Preparatory Work: The concrete should be placed and consolidated so as to completely fill all spaces in the forms. Tampering will not be permitted because the aggregate must remain near the surface for later exposure. Apply a wood float finish which will permit 3/16" of aggregate exposure. iii. Application of Retarder: As soon as the following has been completed, apply the retarder and "Lithotex" by L.M. Scofield (213/725-7112) per Scofieid's Application Instruction T-203.03. Once the retarder has been applied, cover the surface with plastic sheeting or curling poper to achieve deeper aggregate reveal. iv. Aggregate Exposure: The retarder should be removed between eight and twenty hours after placement by sandblasting or with o coarse-fibered or rust re .. istant wire scrub brush ond jet of water. A clean sealer sholl be applied so that the surface shall be covered after aggregate exposure with new, non-stoining paper. f. Lithochrome color hardener: manufactured by L.M. Scofield Company. The grade shall be heavy duty. The color shall be per pion. Color-Hardened Concrete System: All concrete flatwork and adjacent vertical surfaces designated In the plans or sp<:icificotions os having a colored and hardened surface shall be color-hardened with 'Lithochrome' color hardener, a dry-shake hardener manufactured by L.M. Scofield Company, Los Angeles CA 90040, (800) 222-4100, (213) 723-5258. It shall be applied per manufactures recommendations in accordance with Scofield s Tech-Data Bulletin A-104. The finish shall be os designated ln the finish schedule. A. Field inspection and testing will be performed under provision of the UBC, current edition. B. Maintain records of placed concrete items. Record dote, location of pour, quantity, olr temperoture, and test :samples taken. 3.09 PROTECTION A. Immediately after placement. protect concrete under from premature drying, excessive hot or cold temperatures, and mechanical injury. END OF SECTION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENG/NEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. OITY OF OMLSBAD PLANNING DIVl8ION 4/27/15 JR 1 DATE 11101/16 JR 2 L.A. _____ EXP. CONSTRUCT/ON CHANGE PLANT/NG & /RRIGAT/ON ADJUSTED AT NEW ANTENNA ENCLOSURE APPROVED SPECIFICATIONS VlASAT-BUlLDlNG 10 OML.89AD, CAlJFORNIA 82008 8841 Resemh Drive REVIEWED ar: j-Z.-/-,, If DATE SmithConsulting Architects Suite 200 Irvine, CA 92618 fel 949 387 1323 W'ti¥1.ridgela.com INSPECTOR DATE 1---+----l-----------------1-----11 PLANNING ~DA~T_E..L.CB~Y...._ _____ --=.D~~~C~Rl~~~\O~N_;_ ______ _,__~A~PP~'D"-ll~NBY ~ I I CltKD BY---- REVISIONS RELD BY . ....C IM:>. SUP 13-03 11 DAAWINQNO. 480-2L SECTION 02811 LANDSCAPE IRRIGATION SYSTEM RECLAJMED WATER Note: In case of conflicts, City of Carlsbad Standard specifications shall take precedence. Part 1 -GENERAL 1.01 SUMMARY A. It ls the intent of the specifications ond drawings that the finished system is complete In every respect and shall be ready for operation satisfactory to the Owner. 8. The work sholl include all materials, labor, services, transportation, and equipment necessary to perform the work as indicated on the drawings, in these specifications, and as necessary to complete the contract. 1.02 CONSTRUCTION DRAWINGS A. Due to the scole 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 ore 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 architecturol features. B. C. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. When an item is shown on the plans but not shown on the specifications or vice verso, It shall be deemed to be as shown on both. The Architect shall have final authority for clarification. When a conflict occurs between on Item shown on the plan and as shown on the specifications, the Architect shall hove final authority for clarification. The Contractor shall not wllfully 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 hove 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 revision necessary. 1.03 QUALITY ASSURANCE A. Provide at least one English speaking person who shall be present at all times during execution of this portion of the work and who shall be thoroughly familiar with the type of materials being Installed and the manufacturer's recommended methods of installation and who shall direct all work performed under this section. B. Manufacturer's directions and detailed drawings shall be followed in all coses where the manufacturer of articles used in this contract furnishes directions covering points not shown in the drawings and specifications. C. All local, municipal and state laws, rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a port 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 toke precedence. D. AH materials supplied for this project shall be new and free from any defects. All defective materials shall be replaced immediately ot no additional cost lo Owner. E. The Contractor shall secure the required licenses and permits including payments of charges and fees, give required notices to public authorities, verify permits secured or arrangements mode by others affecting the work of this section. 1.04 SUBMITTALS A. Materials List: 1. After award of contract and before any irrigation system materials ore delivered to the job site, submit to the Owner a complete list of all irrigation systems, materials, or processes proposed to be furnished and installed as port of this contract, 2. Show manufacturer's name and catalog number for each item, furnish complete catalog cuts and technical data, furnish the manufacturer's recommendations as to the method of installation. 3. No substitutions will be allowed without prior written acceptance by the Architect or Owner's CJuthorized representative. 4. Manufacturer's warranties shall not relleve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. B. Substitutions: If the Irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the irrigation drawings and specifications, he may do so by providing the following information to the Architect or Owner's authorized representative 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. 1.05 EXISTING CONDITIONS A. The Contractor shall verify and be familiar with the locations, size and detail of points of connection provided as the source of water, electrical supply, and telephone line connection to the irrigation system. B. Irrigation design is based on the available static water pressure shown on the drawings. Contractor shall verify static water on the project prior to the start of construction. Should o discrepancy exist, notify the Architect and Owner's authorized representative prior to beginning construction. C. Prior to cutting into the soil, the Contractor shall locote all cables, conduits, sewer septic tanks, and other utilities as ore 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 wlll arrange for relocations. The Irrigation Contractor will proceed In the same manner if a rock layer or any other such conditions ore encountered. D. The Contractor shall protect all existing utilities and features to remain on and adjacent to the project site during construction. Contractor shall repolr, at his own cost, all domage resulting from his operations or negligence. E. The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the plans. 1.06 INSPECTIONS A. The ContrCJctor shall permit the Architect and Owner's authorized representative to visit ond inspect at all times any port 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 {he 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 occeptance, it shell! be, if so ordered, uncovered at the Irrigation Controctor'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 1207. of static water pressure, which ever is greater.) 3. Coverage test of irrigation system 4. Final inspection prior to start of maintenance period 5. Final acceptance D. Site observations and testing will not commence without the record drawings as prepared by the Irrigation Contractor. Record drawings must complete and up to date for each site visit. E. Work which fails testing and is not occepted will be retested. Hourly rates ond expenses of the Architect, Owner's authorized representative, and governing agencies for reinspection or retesting will be paid by the Irrigation Contractor at no additional expense to Owner. 1.07 STORAGE AND HANDLING A. Use all means necessary to protect irrigation system materials before, during, and after installation and to protect the installotion work and materials of all other trodes. In the event of damage, immediately make all repairs and replacements necessary to the acceptance of the Londscope Architect and Owner and ot no additional cost to the Owner. B. Exercise core 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 Qvoid undue bending and concentrated external load. 1.08 CLEANUP AND DISPOSAL A. Dispose of waste, trash, and debris in accordonce with applicable lows and ordinances end 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 o legal disposal area. 1.09 TURNOVER ITEMS A. B. C. 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 ond workmanlike manner to the sotisfoction of the Architect or Owner's authorized representative. Prior to final inspection of work, submit record drawings to the Architect or Owner's authoriied representative. 3. Dimensions from/to permanent points of reference such as buildings, sidewalks, curbs, etc. shall be shown. Doto on record drawings shall be recorded on a day to day basis as the project is being installed. All lettering on drawings shall be minimum 1 /8 inch in size. 4. Show locations and depths of the following items: a. Point of connection (including water meters, bockflow 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 volves 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. Controller Charts: , 1. Record drawings must be approved by Architect and/or Owners authorized representative before charts ore 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 readoble size. 4. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 5 mils in thickness. 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 1 O colendor days prior to final inspection. The manuals shall describe the material nstolled and the proper operation of the system. 2. Each complete, bound manual shall include the following Information: a. Index sheet stoting 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 ail equipment. c. Spore ports lists and related manufacturer information for all equipment. SmithConsulting Architects 1. 2. the D. Equipment: 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 kep for each automatic con troll er. d. Two quick coupler keys with a 3/4" bronze hose bib, bent nose type hand wheel and two coupler lid keys. e. One valve box cover key or wrench. t. One 5-foot tee wrench for operating butterfly valves (if used). g. Six extra sprinkler heads of each size and type. The above equipment shall be turned over to Owner's authorized representative at final inspection. with 2.03 METAL PIPE AND FITTINGS A. Brass pipe shall be 85 percent red brass, ANSI, IPS Stondard 125 pounds, Schedule 40 screwed pipe. B. Fittings shall be medium brass, screwed 125-pound class. C. Copper pipe and fittings shall be Type "K" sweat soldered. 2.04 PLASTIC PIPE AND FITTINGS 1.10 COMPLETION A. Pipe shall be marked continuously with manufacturer's name, nominal pipe size, schedule or class, PVC type and grade, Notional Sonitotlon Foundation approval, Commercial Standards designation, ond date of extrusion. A. B. C. D. At the time of the pre-maintenance period inspection, the Landscape Architect, Owner's authorized representative, and governing agencies will Inspect the work, and if not accepted, will prepare a list of items to be completed by the Contractor. At the time of the past-maintenance period or final inspection the work will be reinspected and finol acceptance will be in writing by the Architect, Owner's authorized representative, and governing agencies. The Owner's authorized representative shall hove final authority on all portions of the work. After the system has been completed, the Contractor shall instruct Owner's authorized representoti'le in the operation and maintenance of the irrigation system and sholl furnish a complete set of operating and maintenance Instructions. Any settling of trenches which may occur during the one-year period following acceptance shall be repaired to the owner's satisfaction by the Contractor without any additional expense to the owner, Repairs shall include the complete restoration of all damage to planting, paving or other improvements of any kind as o result of the work. 1.11 GUARANTEE A. The entire sprinkler system, Including all work done under this contract, shall be unconditionally g1.1aranteed against all defects and foult of moterial and workmanship, including settling of backfilled areas below grade, for o 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 (1 O) calendar days of receipt of written notice from Owner. When the nature of the repairs, as determined by the Owner, constitutes on emergency (i.e. broken pressure line) the Owner may proceed to make repairs at the Contractor's expense. Any and oil damages to existing Improvement resulting either from faulty materials or workmanship, or from the necessary repairs to correct same, shall be repaired to th" satisfaction of the Owner by the Contractor, all at no additional cost to the Jwner. B. Guarantee shall be submitted on Contractors own letterhead as follows: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler Irrigation system we have furnished and Installed is free from defects in materials and workmanship, and the work hos 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 s1.1ch repairs or replacements within 10 calendar days following written notification by the owner. In the event of our failure to make such repairs or replacements within the time specified ofter receipt of written notice from owner, we authorize the owner to proceed to hove said repairs or replacements mode at our expense end we will pay the costs and charges therefore upon demand. PROJECT NAME: PROJECT LOCATION: CONTRACTOR NAME:: ADDRESS: TELEPHONE: SIGNED: DATE: Port 2 -MATERIALS 2.01 SUMMARY Use only new moteriols of the manufacturer, size and type shown on the drawings and specifications. Materials or equipment installed or furnished that do not meet Architect's, Owner's, or governing agencies standards will be rejected and shell be removed from the site at no expense ta the Owner. 2.02 PIPE A. Pressure supply line from point of connection through basket strainer unit shall be Type "K" copper or brass pipe. B. Pressure supply lines 2 inches in diameter and up to 3 inches in diometer downstream of basket strainer unit shall be Closs 315 solvent weld PVC. Piping shall conform to ASTM D2241. C. D. Non-pressure lines 3/4 inches in diameter and larger downstream of the remote control valve shall be CICJss 200 PVC. Non-pressure lines 1" and larger to conform to ASTM D2241. Reclaimed woter 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 loco! reclaimed water governing agencies. Reclaimed water PVC pipe shall use standard Sch. 40 PVC fittings. Reclaimed Water PVC pipe ta be Brownline "Alertline" or equal. B. All plastic pipe sho!l be extruded of an improved PVC virgin pipe compound in accordance with ASTM 02241 or ASTM 01784. C. D. E. F. All PVC fittings shall be standard weight Schedule 80 for constant-pressure mainline fittings and Schedule 4-0 for non-pressure lateral fittings aryd shall be injection molded of an improved virgin PVC fitting compound. Slip PVC fittings shall be the "deep socket" bracketed type. Threo<led plastic fittings shall be injection molded. All tees and ells shall be sfde gated. All fittings shall conform to ASTM D2466 and 02467. All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM D1785. All solvent cementing of plastic pipe and fittings shall be a two-step , process, using primer and solvent cement ~pplied per the monufact~rer s recommendations. Cement shall be of o fluid consistency, not gel-like or ropy. Solvent cementing shall be in conformance with ASTM D2564 and ASTM 02855. When connection is plastic to metal, female adapters shall be hand tightened, plus one turn with a strop wrench. Joint compound shall be non-lead base Teflon paste, tape, or equal. 2.05 BASKET STRAINER A. The basket strainer unit shall be of the manufacturer, size, and type indicated on the drawings. B. The basket strainer unit shall be installed in accordance with the requirements set forth by local codes. 2.06 VALVES A. Gate Valves: 1. Gate valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Gate valve shall have threaded ASTM 8-62 bronze body, bonnet and wedge, silicon bronze stem, and malleable Iron handwheel. 3. All Gate valves shall hove a minimum working pressure of not less than 150 psi and shall conform to 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 hove 3/4 femole threads opening at base, with two-piece body. Valves to be operated only with a coupler key, designed for thot purpose. Coupler key is inserted into valve and a positive, watertight connection shall be mode between the coupler key and valve. Hinge cover shall be the locking type constructed of brass with a rubber-like vinyl cover. Vinyl quick coupler cover to be purple In color with the words "WARNING -RECLAIMED WATER -DO NOT DRINK"' permanently marked on the lid. C. Automatic Control Valves: 1. Automatic control valves shall be of the m<lnufacturer, size, and type indicated on the drawings. 2. Automatic control valves sholl be electrically operated. 0. Anti-droin Valves: 1. Anti-drain valves shall be of the manufacturer, size, and type Indicated on the drawings. 2. Anti-drain valves shall hove 18-8 stainless steel springs and valve stems with Buna-N seals. 3. Anti-drain valves will hove threaded connections the size of the riser or pipe they ore to be Installed onto, or the next available size. No slip connection anti-drain valves ore allowed. 2.07 VALVE BOXES A. Valve boxes shall be fabricated from a durable, Weatl!l!r-resistant plastic material resistant to sunlight and chemical action of soils. B. C. The valve box cover shall be purple in color and permanently marked with the words "WARNING -RECLAIMED WATER -00 NOT DRINK". Valve box cover shall be secured with o hidden latch mechanism or bolts. The cover and box shall be capable of sustaining a lood of 1,500 pounds. CONTINUED ON NEXT SHEET APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUIL-r REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER. ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. OITY OF CARLSBAD PLANNING DM8ION llJDGE LAMDSCAPE A RCfllT HTS 8841 Research Drive Suite 200 Irvine, CA 92618 lei 949 387 1323 www.ridgela.com LA. REVIEWED BY: INSPECTOR DATE CXP. DATE 4/27/15 JR 1 CONSTRUCTION CHANGE 11/01/16 JR 2 PLANTING & IRRIGATION ADJUSTED AT NEW-ll-li.-1'- ANTENNA ENCLOSURE D-"TE BY DESCRIPTION APP'D REVISIONS APPROVED PLANNINC DWN er CHKD BY FIELD Bl SPECIFICATIONS VlASAT-BUJLDlNG 10 C.AFll.98N), CALIFORNIA 82009 ~~ 6v ~\--o-lr It-1.,.1 + DAT£ LA I -..or-NO. 11 DMWINQ NO. RS SUP 13-03 480,2L 2.08 2.09 D. Valve box extensions shall be by the some monufocturer as the valve box. E. Automatic control valve boxes $hall be 16"x11"x12" rectongulor size. Valve box covers shall be marked "RCV" with the valve Identification number "heat branded" onto the cover in 2 Inch high letters/numbers. F. Gate valve and quick coupler volve boxes sholl be 10" circular size. Valve box covers shall be marked with either "GV" or "QCV" "heat branded" onto the cover in 2-inch high letters/numbers. AUTOMATIC CONTROLLER A. Automatic controller shall be of the manufacturer, slze, and type Indicated an the drawings. B. Automatic controller enclosures type indicated on the drawings. ventilated and waterproof. ELECTRICAL sholl be of the manufacturer, size, and Enclosure shall be vandal-resistant, 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 shell be direct-burial AWG-UF type, size os indicated on the drawings, ond in no case smaller than 14 gauge. B. Connections shall be either epoxy-sealed packet type or Penn-Tite connectors. C. Ground wires sholl be white in color. Control wires sholl be red ( where two or more controllers ore used, the control wires shall be o different color for eoch controller. These colors shall be noted on the "Record Drawings" plons located on controller door). 2.11 IRRIGATION HEADS A. Sprinkler heads shall be of the manufocturer, size, type, with rodius of throw, operating pressure, and dischorge rate indicated on the drawings. B. Pop-up heads ond riser heads shall be used as indicated on the drawings. C. Pop-up heods and gear driven rotors used on reclaimed woter systems shall have o color code<l purple cop with reclaimed water warnings embossed on the top surface. Riser heads sholl have a self adhesive reclatmed water sticker ptaced on the riser directly below the sprinkler body. All reclaimed water warnings shall be In English and Spanish and have the international symbol for "Do Not Drink". All reclaimed water warnings shall be as required by the local water utility. 2.12 MISCELLANEOUS EQUIPMENT Part 3 Rain sensor shall be of the manufacturer, size, and type indicated on the drawings. EXECUTION 3.Dl SITE CONDITIONS A. Inspections: 1. Prior to all work of this section, carefully Inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence. 2. Verify that Irrigation system may be installed In strict accordance with all pertinent codes ond regulotions, the original design, the referenced standards, and the manufacturer's recommendations. B. Dlscrepanctes: 1. In the event of discrepancy, immediately notify the Architect or Owner's authorized representative. 2. Do not proceed with installation in areos of discrepancy until all discrepancies have been resolved. C. Grades: D. E. F. 1. Before starting work, carefully check all grades to determine thot work may safety proceed, keeping within the specified material depths with respect to finish grade. 2. Final grades shall be occepted by the Engtneer before work on this section will be ollowed to begin. Field Measurements: 1. Make all necessary measurements in the field ta ensure precise fit of items in accordance with the original design. Contractor shall coordinate the instollation of all irrigation materiols with oil other work. 2. All scaled dimensions are approximate. The Contractor shall check and verify oil size dimensions prior to proceeding with work under this section. 3. Exercise extreme core in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities which are caused by his operations or neglect. Diagrammatic Intent; The drawings are essentially diogrommatic. The size and location of equipment and fixtures are drawn to scale where possible. Provide offsets in piping and changes in equipment locations as necessary to conform with structures and to avoid obstructions or conflicts with other work at no additional expense to Owner. Layout: 1. Prior to installation, the Contractor shall stake out all pressure supply llnes, routing and location of sprinkler heads, valves, backflow preventor, and outomatic controller. 2. Layout irrigation system and moke minor adj.lstments 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. 3.02 3.03 3.04 3.05 3.06 G. Water Supply Connections to, or the installotion of, the woter supply shall be at the locations shown on the drowings. Minor changes caused by actuol site conditions shall be made at no odditional expense to Owner. H. Electrical Service: 1. Connections to the electrical supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made ot no additional expense to Owner. 2. Contractor shall make 120 volt connection to the irrigation controllers. Electrical power source to controller locations shall be provided by others. TRENCHING A. Excavations shall be stroight with vertical sides, even grode, and support pipe continuously on bottom of trench. Trenching excovotion shall follow layout Indicated on drawings to the depths below fintshed grade and as noted. Where lines occur under paved areo, these dimensions shall be considered below subgrade. 8. Provide minimum cover of 24 Inches on pressure supply lines 2 ½ inches ond smaller. C. 0. E. A. B. C. D. E. A. B. C. Provide minimum cover of 18 inches for control wires. Provide minimum cover of 12 inches for non-pressure lines. Pipes installed in o common trench shall hove a 6 inch minimum space between pipes. BACKFILLING Backfill material on all lines shall be the same as adjacent soil free of debris, litter, and rocks over ½-inch in diameter. Backfill shall be tamped in 4-inch layers under the pipe and uniformly on both sides far the full width of the trench and the full length of the pipe. Backfill materials shall be sufficiently damp to permit thorough compaction, free of voids. Backfill shall be compacted to dry density equal to adjacent undisturbed soil and shall conform to adjacent grades. Flooding in lieu of tamping is not allowed. Under no circumstances shall truck wheels be used to compact backfill. Provide sand backfill a minimum of 6 inches over and under all piping under paved areas. PIPING Piping under existing povement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving is permitted under aspholt pavement. Cutting or breaking of existing pavement is not permitted. 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 hove a minimum clearance of 6 inches from each other and 12 inches from lines of other trades. F. Parallel lines shall not be installed directly over each other. G. In solvent welding, use only the specified primer and solvent cement and make all joints in strict accordance with the manufocturer's recommended methods including wiping all excess solvent from each weld. Allow solvent welds at least 15 minutes setup time before moving or handling and 24 hours curing time before filling. H. PVC pipe shall be installed in a manner which will provide for expansion and contraction as recommended by the pipe manufacturer. I. Centerload all plastic pipe prior to pressure testing. J. All threaded plastic-to-plastic connections shall be assembled using Teflon tape. K. For plastic-to-metal connections, work the metal connections first. Use a non-hardening pipe dope an all threaded plastic-to-metal connections, except where noted otherwise. All plastic-to-metal connections shall be made with plastic female adapters. L. All solvent weld moinline piping is to be secured with minimum one cubic foot thrust blocks at all directional chonges. Bell ond gasket pipe to hove a Leemco Joint restraint system Installed on all fittings in Heu of thrust blacks. CONTROLLER A. The exact location of the controller shall be approved by the Landscape Architect or Owner's authorized representative before installation. The electrical service sholl be coordinated with this location. B. The Irrigation Contractor shall be responsible for the final electrical hook up to the Irrigation controller. C. The irrigation system sholl be progrommed to operote during the periods of minimal use of the design area or in accordance with the irrigation schedule provided. A. B. CONTROL 'MRING Low voltage control wiring shall occupy the same trench and shall be installed along the same route as the pressure supply lines whenever possible. Where more than one wire is placed in a trench, the wiring shall be taped together in a bundle at intervals of 10 feet. Bundle shell 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 volve 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 valv~. E. F. A continuous run of remote control valve. prior approval. wire shall be used between a contraller and each Under no circumstances shall splices be used without Pull boxes for the low voltage control wires shall be provided at o spocing of 480 feet on center along the wire route. An expanslon loop of 24 Inches shall be provided at each control wire pull box. 3.07 VALVES A. Automatic contra! valves, manual valves, 9ate valves, and ball valves are to be instolled in the approximate locations indicated on the drawings. 8. Valve shall be Installed In shrub areas whenever possible. C. Install all valves as indicated in the detail drawings. D. Volves to be installed in valve boxes shall be instolled one valve per box. 3.08 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 tops ½-inch above the surface of surrounding finish grade in lawn areas and 2 inches obove finish grade in ground cover areas. 3.09 BASKET STRAINER A. Install basket strainer unit as indicated in the detail drawings. 8. Install bosket strainer at location approved in the field and ot height required by local codes. 3.10 SPRINKLER HEADS A. Sprinkler heads shall be instolled as indicated on the drawings. B. Spacing of heads shall not exceed maximum indicated on the drowlngs. C. Riser nipples shall be of the some 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 volves shall be set approximately 12 inches from walks, curbs, header boards, or paved areas where applicoble. C. Unless designed as an integral part of the irrigation head, anti-drain valves will be instolled under every head. The anti-droin valve will be the same diameter as the riser and be integral to the riser assembly. D. Install rain sensors os indicated on the drawings and as recommended by the manufacturer. 3.12 FLUSHING THE SYSTEM A. Prior to installation of sprinkler nozzles, the valves shall be opened and a full head of water used to flush out the lines and risers. B. Sprinkler nozzles shall be installed ofter 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 adj.Jstmenls or nozzle changes will be required to provide proper coverage, all necessary changes or adjustments shell be made prior to any ptonting. C. The entire system shall be operating properly before ony planting operations commence. D. Automatic control valves ore to be adjusted so that the sprinkler heads operate at the pressure recommended by the manufacturer. 3.14 TESTING AND OBSERVATION A, Do not ollow or cause any of the work of this section to be covered up or enclosed until it has been observed, tested and accepted by the Architect, Owner, and governing agencies. B. The Controctor shall be solely responsible for notifying the Architect, Owner, and governing agencies, a mmimum of 48 hours in advonce, 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 woter coverage the planted areas is complete and adequate in the presence of the Architect. for D. E. The Contractor shall furnish all materials and perform all work required to correct any inadequocies of coverage due to deviations from the plons, or where the system has been wilfully installed os indicated on the drawings 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. 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 operatianol condition providing complete irrigation coverage to oil intended plontings. 3.16 COMPLETION CLEANING Cleon-up shall be made os each portion of the work progresses. Refuse and excess dirt sholl be removed from the site, all walks and povlng shall be broomed, and ony domoge sustained on the work of others shall be repaired to original conditions. END OF SECTION APPROVED FOR PLANTING AND IRRIGATJON ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ,~-~ ,---------,.-------~---------------~-""T"'-----------r---------------,~I ~~30~1!1!1'~11~!.'!!!'C!!ITY~O~F!"'C!'A'!'!R!!!LS~B~AD!""!!!!!!!!!!l~~~j·· "AS BUI LT" REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, -ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO PLANNING DM8ION IMPLEMENTATION IN FIELD. SmithConsulting Architects R I D G E LANDSCAPE ARCHITECTS 88•11 Research Drive Suite 200 Irvine, CA 92618 Tel 949 387 1323 www.ridgela.com DATE L.A. EXP. R(VIEWED BY: INSPECTOR DATE 4/27/15 CONSTRUCTION CHANGE PLANTING & IRRIGATION ADJUSTED AT NEWI'!,. U-~·\'- ANTENNA ENCLOSURE DATE BY DESCRIPTION APP'D REVISIONS APPROVED PLANNING DWN er CHKD BY FlELD BY SPECIFICATIONS VlASAT -BUlLDlNG 10 CARLSBAD, CALIFORNIA H008 1~.;l~( &: taki\= ,.,__,:;,1--t DATE LA I'll .JEl;rrNO. 11 DRAWING NO. RS SUP 13-03 480-2L SECTION 02950 LANDSCAPE PLANTING Part 1 -GENERAL 1.01 WORK INCLUDED A. Soil Preparation. 8. Planting. C. Staking. D. Sodding. E. Clean up. 1.02 RELATED WORK A. Section 02B11 1.03 QUALITY ASSURANCE Landscape Irrigation System. A. Source Quality. 1. Submit documentation at least 60 days prior to planting that all plant materials are available. Materials ore subject to inspection after confirmation of ordering. 2. Materials ore subject to inspection at place of growth and upon delivery, for conformity to specifications. Inspection, approval and rejection can also take place at other times during progress of work. 3. Request, in writing, inspection of plant materials at place of growth. Identify place of growth, and quantity of plants to be inspected. 4. As described in the planting notes for tree tagging, the Architect may opt to either visit the tree nursery or review photographs submitted by the Contractor. In either case visit the nursery and select trees conforming to specifications prior to review by the Architect. 1.04 SUBMITTALS A. Prior to installation submit for review and approval specifications and product information on items being used on project. Submit bound with list of items as cover sheet. Conform to Section 01300. 1.05 DELIVERY, STORAGE AND HANDLING A. Deliver fertilizer to site in original unopened containers bearing manufacturer's guaranteed chemical analysis, name, trade mork, and conformance to State law. B. Provide copies of receipts for all amendments specified in these specifications or in the Soils Report. C. Deliver plants with legible Identification labels. Label trees, evergreens, bundles of containers of like shrubs and groundcover plants. State correct plant name and size indicated on plont list. Use durable waterproof labels with water-resistant ink which will remain legible for at least 60 days. D. Protect plant material during delivery to prevent damage to root ball or desiccation of leaves. E. Notify Architect 7 days In advance of delivery of plant materials and submit itemization of plants in each delivery. F. Store plants In shade and protect from weather. G. Maintain and protect plant material in a healthy, vigorous condition. H. Exercise care in handling, loading, unloading and storing of plant materials. Replace damaged materials. 1.06 JOB CONDITIONS A. Perform actual planting only when weather and soil conditions are suitable in accordance with locally accepted practice. B. Coordinate this work of this section with installation of underground irrigation system, utilities, piping and watering heads. 1.07 SAMPLES AND TESTS A. Architect reserves the right to toke and analyze somples of materials for conformity to specifications. Provide samples for testing upon reguest. Remove rejected materials from site immediately upon rejection at no oddttlonal cost. Testing costs will be paid for by Owner if materials prove to be in compliance with specifications. B. Prior to amending soils, contractor shall have soil tested for agricultural suitability as described in planting notes. C. Provide 1 cubic foot sample of medium grind topping mulch to Architect for review and approval. 1.08 GUARANTEE A. Guarantee materials against poor, inadequate, diseased and inferior moteriols and workmanship for one year after 90 day maintenance agreement expiration. Part 2 -PRODUCTS 2.01 MATERIALS A. The following organic, soil amendments and fertilizer are to be used for bid purposes only. Specific amendments and fertilizer will be selected and specified after rough grading operations are complete and Contractor has had soil samples tested. B. Provide standard, approved and first-grade quality materials, in prime condition when installed and accepted. Deliver commercially processed and packaged material in manufacturer's unopened containers bearing the manufacturer's guoranteed analysis. Supply o sample of all supplied materials accompanied by onalytlcol data tram on approved laboratory source illustrating compliance, or bearing the manufacturer's guaranteed analysis. C. Organic Amendment: 1. Nitrogen Stobilized: 0,56 to 0.84 percent N based on dry weight for wood residual or rice hulls. 2. Particle Size: 95 to 100 percent passing 6.35 mm standard sieve; 80 to 100 percent passing 2.33 mm standard sieve. 3. Salinity. Ensure that saturation extract conductivity does not exceed 3.5 mllllmohs per centimeter ot 25 degrees C. as determined by saturation extract method. 4. Iron Content: Minimum 0.08 percent dilute acid soluble Fe on dry weight basis. 5. Ash: 0 to 6 percent dry weight. D. Soil Amendment: 1. Soll Sulfur: Agricultural grade sulfur containing minimum of 99 percent sulfur expressed as elementol. 2. Iron Sulfate: 20 percent Iron expressed as metallic Iron, derived from ferric and ferrous sulphate, 10 percent sulfur expressed as elemental. 3. Calcium Carbonate: 95 percent lime as derived from oyster shells. 4. Gypsum: Agricultural grade product containing 98 percent minimum calcium sulphate. E. Fertilizer: 1. Planting Fertilizer: pelleted or granular form consisting of the following percents by weight and mixed by commercial fertilizer supplier: 6-nltrogen, 20-phospharic acid, 20-potash. 2. Planting Tablets: Provide slow-release type with potential acidity of not more thon 5 percent by weight containing the following percents by weight of nutrients listed: 20-nitrogen, 10-phosphoric acid, 5-potash, 2.6-combined calcium, 1.6-combined sulphur, O,J5-iron elemental from ferrous sulfate. Provide in 21 gram tablets manufactured by Agriform, or other approved. 3. Hydroseeding Fertilizer: provide ammonium phosphate which consists of the following percent by weight and mixed by a commercial fertilizer supplier: 16-nitrogen, 20-phosphoric acid, 0-potash. 4. Pre-Sod fertilizer: Provide type consisting of the following percents by weight and mixed by a commercial fertilizer supplier: 16-hyclrogen, 20-phosphoric acid, 8-potash. 5. Sulphate of potash: 0-0-50. 6. Single super-phosphate: Commercial product containing 18 to 20 percent available Phosphoric Pentoxide, or other approved. 7. Urea formaldehyde: 38-0-0. 8. Hydroseedlng fertilizer: provide amonium phosphate which consists of the following percent by weight and mixed by a commercial fertilizer supplier: 16-nitrogen, 20-phosphoric ocid, 0-potash. F. Import or Amended Top Soil: Ensure silt plus clay content of top soil does not exceed 20 percent by weight, with a minimum 95 percent passing the 2.0 mm sieve. Do not allow the sodium absorption ratio SAR to exceed 6. The electrical conductivity (ECE) of the saturation extract cannot exceed 3.0 millimohs per centimeter at 25 degrees C. Ensure boron content is less than 1 part per million as measured on the saturotion extract. To ensure compliance with these requirements, submit samples of soil for analysis prior to, and following backfilling. G. Plant Materials: 1. Provide plant moteriols in occordonce with State Department of Agriculture's regulation for nursery inspections, rules and ratings. Provide plonts 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 hove 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 voriety. Where container grown plants are from several sources, roots of not less than two plants of each species or voriety from each source will be inspected. In the event that the sample plants inspected ore found to be defective, the entire lot or lots of plants represented by the defective samples may be rejected. Plants rendered unsuitable for planting due to this Inspection will be considered samples and will be provided at no cost to the Owner. 2. Size of plants will correspond with that normolly expected for species and voriety of commercially ovallable nursery stock or as specified on drawings. The minimum acceptable size of flants measured before pruning with the branches In normal position, mus conform with the measurements specified in plant list. If OP.proved by The Owner, larger sized plants may be used, but without additional cost. If larger plants ore approved for use, the ball of earth or spread of roots for each plant will be increased proportionotely. 3. Plants not meeting requirements of these specifications are considered to be defective whether in place or not. They must be immediately removed and replaced with new acceptable and approved plants of the required size, species and variety at no additional cost to the Owner. 4. Pruning: Do not prune, trim, top or alter the shape of trees or plants except as approved. 5. Provide plant moteriol true to botanical and common name and variety as specified in Annotated Checklist of Woody Ornamental Plants in California, Ore9on and Washington, flUblished by University of California School of Agriculture (latest edition). 6. Nursery Grown and Collected Stock: Grow under cllmatic conditions similar to those in locality of project; container-grown stock in vigorous, healthy condition, not root-bound or with root system hardened off. Use only liner stock plant material which is well established in removable containers or formed homogeneous soil sections. 7. Sod: Provide Marathon II or approved equal. 8. Select trees which are aesthetically desirable and are good examples of the species. Trees with gashes, misshapen trunks or branches, topped leaders, structural defects, badly crossed branches, or other visual defects will not be occepted. 9. Seed: Label seed and provide in sealed containers with signed copies from vendor certifying that each container is fully labeled in compliance with State Agricultural Code and is in compliance with minimum requirements of these specifications. Wet, moldy or damaged seed will not be permitted. Provide seed mix per plan. H. Hydroseeding Fiber Mulch: Provide Hydro-mulch as monufoctured by Conwed, or other approved equal, composed of wood cellulose fiber and containing no germination or growth inhibiting factors. Ensure o consistent texture whichdisperses evenly and remains suspended in agitated water. Provide with a temporary green dye and the following percentage property analysis: moisture content 9 plus or minus 0.8; 3 o.d. basis; organic matter 99.2 plus or minus O.B; ash content 0.8 plus or rninus 0.2: pH 4.8 plus or minus 0.5; water holding capacity (grams of H20 per 100grams of fiber) 1150 minimum. I. Hydroseeding Additive (Binder): Provide Ecology Control-M-Binder organic seeding additive. J. Guying and Staking Materials: 1. Wood Tree Stakes; lodge pole pine, full treated with Coppernaphthanate Wood Preservative in strict occordonce with FS TT-W-572 Type I, Composition B, 2 inch minimal normal size diameter by 1 D feet long, no split stakes. SmithConsulting Architects 2. Ties: Provide rigid tie stock No. CT, size corresponding to tree box size as manufact1.1red by VIT Campany or other approved. K. Tree Paint: Provide Morrison Tree Seal, Cobot Tree Paint, or other approved. L. Water: Provide clean, potable water. M. Mulch: Provide dark brown, 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 posses 1 /4 Inch sieve, or approved equal. Mulch shall be free of contaminants and weed seed and shall have a pleasant musty or moldy soil-like odor. Putrid, ammonia and sour-smelling materials will be deemed unacceptable. Recycled construction materials will not be permitted. N. Wood Headerboords: 1. Provide 2-inch by 4-inch pressure treated Douglas fir or redwood construction grade headerboards. Make spllces with 1-inch by 4-lnch pieces no less than 12 inches long. Place 1-inch by 3-inch by 16-inch stakes at intervals of not more than 5 feet. Cut stokes level and set below top of headerbaards. 2. On sharp turns and curves, four ½-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 stokes on ground cover side of header. 0. Sand: Provide washed slllca sand. P. Root Barrier: UB24-2 by Deep Root Corp., (800)458-7668. Install at all trees within 5' of concrete paving, curbs or mow strips, or as shown on plans. Install barrier with vertical ribs facing toward the tree and with the top edge ½" above finish grade. Part 3 -EXECUTION 3.01 INSPECTION A. Obtain certification that final grades to 1 /1 O foot have been established prior to commencing landscaping operations. Provide for inclusion of all amendments, settling, etc. Be responsible for shaping all plontlng areas as indicated on drawings or as required. B. Inspect trees, shrubs and liner stack plant materiol for injury, insect Infestation and trees and shrubs for improper pruning. C. Do not begin planting of trees until deficiencies are corrected or plants replaced. 3.02 PREPARATION A. Soil Preparation: 1. After proper finished grades hove been verified or established, cross-rip all planting areas to a depth of 12", condition and fertilize soil in accordance with recommendations of soil testing laboratory and as approved by Owner. The following is for bid purposes only. Uniformly spread and cultivate amendments thoroughly by meons of mechanical tiller into top 6 inches of soil. Application rates per 1,0D0 square feet: Nitrogen stabilized organic amendment 4 cubic yards 16-16-16 Commercial Fertilizers 15 lbs. Agrlculturol gypsum 100 lbs. Soll sulphur 20 lbs. 2. At time af planting, ensure that top 2 inches of oll areas ta be planted or seeded are free of stones, stumps, and other deleterious matter 1 inch in diameter or forger, and free from wire, plaster, concrete, wood, and similar materials which would cause hindrance to planting or maintenance. B. Final Grades: Make minor modifications to grade as may be necessary to establish required flnal 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 erasion scars prior to commencing maintenance period. 3.03 PLANTING INSTALLATION A. General: 1. Perform actual planting only during those periods when weather and soil conditions are suitable and in accordance with locally accepted practice, as approved, 2. Distribute in planting areas only as many plants as can be planted and watered that same day. 3. Ensure that containers which are opened and plants removed are hondled with care such that ball of earth surrounding roots is not broken and that plants are planted and watered immediately. Do not open containers prior lo placing plants in planting areas. 4. The irrigation system shall be operational and approved prior to planting. B. Pre-Plant Weed Control: 1. Use a non-selective systemic contact herbicide as recommended and applied by on approved licensed landscape pest control advisor and applicator. Leave sprayed plants intact for at least 15 days. 2. Clear and remove these existing weeds by mowing or grubbing off all plant parts at least 2 inches below surface of soil over entire areas to be planted. 3, After irrigation system Is operational, apply water for 1 D doys as needed to ochieve weed germination. Apply contact herbicides and wait as needed before planting. Repeat as required. 4. Maintain weed free site until acceptance by Owner. C. Lay-Out: Mork locations for plants and outlines of oreas to be planted before any plont pits are dug. Gain City approval. If underground construction or utility lines are encountered in the exco\/Otion of planting areas, other locations for planting may be selected by Owner. Accomplish layout with flogged grade stakes indicating plant names and specified container size on each stake. Confirm location and depth of underground utilities and obstructions. 0. Planting of Trees and Shrubs: 1. Strip and stock approved excovation for planting which Is encountered within oreas for trenches, tree holes, plant pits and planting beds. E. F. 2. Remove from site excess soil generated from planting holes and not used for backfilling. 3. Protect areas from excessive compaction when trucking plants or other materials to planting areas. 4. Provide excavated holes with vertical sides with roughened surfaces and of a size twice the diameter and 1-1/2 times the depth of the root boll for all trees and shrubs. 5. Cut cons on two sides with acceptable can cutter only. Do not injure root ball. Superficially loosen edge roots on three sides after removing from con. 6. Remove bottom of plant boxes before planting. Remove sides without damage ta root ball after positioning plant and partially backfilling. 7. Center plant in pit or trench. 8. Foce plants with fullest growth Into prevailing wind. 9. Set plant plumb ond hold rigidly in position untll soil hos been firmed around ball or roots. 10. Backfill container plants with: 6 parts by volume on-site soil 4 parts by volume organic amendment 1 pound 6-20-20 fertilizer mix/cu. yd. of mix 2 pounds iron sulfate per cubic yard of mix Note: The above is for bid purposes only. Specific backfill recommendations are mode as a result of the soils testing described on the planting plan. 11. Raise all plants which settle deeper than the surrounding grade. After plant hos been place</, add sufficient bockfnl to hole to cover approximately 1/2 of root ball. Add water to the top and thoroughly saturote root ball and adjacent soil. 12. After water hos completely drained, place planting tablets: 1 tablet per 1-gollon container 2 tablets per 5-gallon container 3 tablets per 15-gallc-n container 4 tablets per 24 inch box 5 tablets per 30 inch box 6 tablets per 36 inch box 7 tablets per 42 inch box 8 tablets per 48 Inch and lorger boxes Set planting tablets with eoch plant on top of root ball while plants are still in their containers so the required number of tablets can be verified. 13. Backfill remainder of hole and tamp firm. Construct an earthen basin around each plant after backfilling. Provide basin of depth sufficient to hold at feast 2 inches of water. Construct basins with amended backfill. Remove basin in all turf areas after initial watering. 14. Limit pruning to minimum necessary, Remove injured twigs and branches. Pruning may not be done prior to delivery of plants. Paint cuts over 3/4 inch in diameter with tree paint. 15. Stake trees immediately after planting. Install stakes plumb. 16. Do not bring iron sulfate into contact with concrete surfaces due to potential staining. Contractor is responsible for cleaning or replacing stained surfaces. Planting Graundcover: 1. Ensure that groundcover remains in the flats until transplanting. Flats' soil must contain sufficient moisture so it will not fall apart when lifting plants. 2. Plant 9roundcovers in straight rows evenly spaced unless shown otherwise, and at intervals required by drawings. Use triangular spacing unless otherwise noted on drawings. 3. Plant each rooted plant with its proportionole amount of flat soil. Immediately sprinkle ofter planting until entire area is soaked to full depth of each hole. Protect plants from damoge and trompling. Hydroseeding: 1. Install large trees and shrubs (5 gallon and larger) if they occur in h yd reseeded areas. 2. Install trees and shrubs (1 gallon) and groundcovers from flats if they occur in hydroseeded areas. 3. Provide seed mixes as shown on plan. 4. Apply hydro-seed by an approved hydro-mulch company. 5. Apply in a form of slurry consisting of cellulose fiber, seed, chemical additives, commercial fertilizer and water. When hydraulically sprayed on soil, ensure that hydro -mulch forms a blotter like groundcover impregnated uniformly with seed and fertilizer and allows the absorption of moisture and rainfall to percolate to the underlying sail. 6. Prepore the slurry at the site by first adding water to the tank when the engine is at half throttle. When water level hos reached height of agitator shaft, provide full circulation, then odd seed, followed by 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 tonk is 2/3 to 3/4 full, all mulch shall be in. Commence spraying Immediately when tank is full. 7. Spray with uniform visible coot 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 ot the required rates. 8. Remove slurry not used within two hours from the site. 9. F111 out the daily worksheets by the nozzle man, with the following information: Seed type and amount, mulch type and amount, number of loads and amount of woter, seeding additive type cmd amount, area covered and equipment used, capacity and license number. CONTINUED ON NEXT SHEET APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILr REVISIONS MUST BE: APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DM8tON R I D G E LANDSCAPE ARCfllTECT5 8841 Research D<iw, Suite 200 lr~ne,CA 92618 Tel 949 387 I 323 www.cidgela.com LA. REVIEWED BY: It.SPECTOR CONSTRUCTION CHANGE DA1£ PLANTING & IRRIGATION ADJUSTED AT NEW,..;, ll•fb.Jc.. ANTENNA ENCLOSURE SPECIFICATIONS VlASAT-BUlLDlNG 10 CARUSBIID, OAUFORNIA 82008 EXP. ______ 1----+----1-----------------+----l ;=;:;,c;;;~;;;;c===================: APPROVED ~1,~ G:f; ~1:-0-tt' /Z-· 1.;-.1-1/ PLANNING DATE DATE DATE BY DESCRIPTION REVISIONS DWN BY LA IIRC>IEOT NO. 11 DRAWINClNO. APP'D CHKD BY RS FIELD BY SUP 13-03 480-2L .. 10. Do not allow any slurry to be sprayed fnto any reservoir basin or drainage drtches and channels which may impede the flow of rain or irrigation water. Clean up any spilled slurry. 11. After application of hydro-mulch, wash excess material from prevfously planted materials and architectural features, Avoid washing or eroding mulch materials. 12. Ensure that application equipment hos a built-in agitation system and operating capacity sufficient to agitate, suspend and mix a slurry containing not less than 40 pounds of fiber mulch plus a combined total af 7 pounds fertilizer solids for each 100 gallons of water. 13. Slurry distribution lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic spray nozzles which will provide a continuous non-fluctuating discharge. Capacity requirement is 1,500 '-lallons, mounted on a traveling unit, either self-propelled or drawing by a separate unit which will place slurry tank and nozzles within sufficient proximity of areas to be seeded. 14. Hydraulic equipment used for pesticide applications shall consist of a clean 150 gallon capacity fiberglass tank, complete with mechanlcal agitation. Pump volume shall be 10 gallons per minute, while operating at a pressure of 100 pounds per square inch. Distribution lines shall be large enough to carry the volume of water necessary for even chemical distribution. Spray nozzle must cover a 15-foot swath, with a minimum output of 5 gallons per minute at 80 pounds per square inch. G. Sod Planting: 1. Remove rocks, weeds and debris from areas to be sodded. Work up soil to a depth of 6 inches, and break up all clods. 2. Carefully smooth all surfaces to be sodded. Roll area to expose sail depressions or surface irregularities. Re-grade as required. 3. Spread turf fertilizer 16-20-0 onto soil evenly at rate of one pound per 100 square feet of lawn area. Rake In lightly. Be sure soil is level and smooth before laying sod. Avoid laying sod on bone dry soil. 4. Lay first strip of sod slabs along o straight line use o string in irregular areas. Butt joints tightly, do net overlap edges. On second strip, stagger Joints much as in laying masonry. Use o sharp knife to cut sod to fit curves, edges, sprinkler heads. 5. Do not lay whole lawn before watering. When a conveniently large area has been sodded, water lightly preventing drying. Continue to lay sod, and to water until Installation is complete. 6. After laying sod, roll lightly to eliminate irregularities and to form good contact between sod and soil. Avoid neavy roller or excessive initial watering which may cause roller marks. 7. Water thoroughly the completed lawn surface. Soil should be moistened at least B inches deep. Repeat sprinkling at regular intervals to keep sod moist at all times until rooted. After sod is established, decrease frequency and increase amount of water per application as necessary. 8. Replace all dead or dying sod with equal material. H. Mulch Cover: Dress all groundcaver, perennial and annual beds with 2" layer of mulch, except 2: 1 slopes and turf areas. 3.04 CLEAN-UP A. After all planting operations are complete, remove all trash, excess soil, empty plant containers, and rubbish from the property, Repair scars, ruts and other marks in the ground and leave ground in a neat and orderly condition. B. Leave the site in <J broom-clean condition, and we.sh down all paved areas within the project site. Leave walks in a clean and safe condition. 3.05 OBSERVATION SCHEDULE A. Notify Owner in advance for the following inspections, according to the time specified: 1. Pre-Job conference -7 days. 2. Final grade review -48 hours. 3, Plant material review -48 hours. 4. Plant layout review -48 hours, 5, Soil preparation and planting operations 48 hours. 6. Pre-maintenance -7 days. 7. Final inspection -7 days. B. No site visits shall commence without all Items noted in previous observation reports either completed or remedied unless such compliance has been waived by the Architect. END OF SECTION SECTION 02970 LANDSCAPE MAINTENANCE Part 1 -GENERAL 1.01 SECTION INCLUDES A. 90 day maintenance. B. Weeding. C. Fertilization. 1.02 RELATED WORK SPECIFIED IN OTHER SECTIONS A. Section 02811 -Landscape Irrigation. B. Section 02950 Landscape Planting. C. Section 02520 1.03 QUALITY ASSURANCE Portland Cement Concrete Paving. A. Provide services by an experienced landscaping maintenance company, 1.04 MAINTENANCE PERIOD A. Continuously maintain all site areas involved in this contract during the progress of work and during the maintenance period until final acceptance of the work by City. Improper maintenance or possible poor condition of the project ot the termtnation of the scheduled maintenance period may cause postponement of the final completion date of the Contract at no additional cost to Owner. Continue maintenance until acceptable to the Owner. B. C. D. E. F. G. Provide sufficient numbers of workers and adequate equipment to perform work during maintenance period. 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. Request an inspection to begin maintenance period after all planting and related work has been completed in accordance with contract documents. Maintenance period commences as described in written notification by the Owner. Prior to commencement of maintenance period, ensure that all ground covers and lawn areas have been planted and that oil lawn areas show an even, healthy stand of gross seedlings or sod, gross having been mown twice. Any day or days that there is f<Jllure to properly maintain plantings, replace suitable plants, perform weed control or maintain hordscope areas will not be credited as port of the 90 days maintenance. The project will not be segmented into maintenance phases. Keep paved areas free of slit, dirt, leaves and other planting. area debris. Maintain these areas at least broom clean through the duration of the maintenance period, cleaning no less often than once per week. 1.05 GUARANTEE AND REPLACEMENT A. Guarantee: Guarantee plant material against any and all poor, inadequate or inferior materials and workmanship for one year. Replace plants found to be dead or In 6oor condition due to faulty materials or workmanship, at no extra cost to wner. 8. Replacement: Replace materials found to be dead, missing or in poor condition during the maintenance period immediately. The Architect is the sole judge of the acceptability of condition. Make replacements of materials within 15 days ofter condition develops or written notification from Architect has been sent. Architect has the right to make emergency repairs without releasing Contractor's guarantee and warranty to Architect. 1.06 INSPECTIONS A. Request normal progress inspection at least 72 hours in advance of an anticipated inspection. Inspections are as follows: 1. Immediately prior ta commencement of this maintenance work. 2. Completion of first [90) day maintenance period. 3. Final acceptance, 1.07 PROJECT FINAL ACCEPTANCE A. Prior to date of final inspection, acquire approved reproducible prints and finally record from the Job record set, all changes made during construction and deliver them to Architect. B. Deliver guarantees to Architect. Part 2 -PRODUCTS 2.01 MATERIALS A. Ensure that all materials conform to other sections of these specifications for planting and irrigation, and as acceptable to Architect. B. Provide monthly record of all herbicides, insecticides and dise<Jse control chemicals used on site. Part 3 -EXECUTION 3.01 MAINTENANCE A. Weed and cultivate all areas at intervals of not more than 10 days. B. Perform watering, mowing, rolling, edging, trimming, fertilization, spraying, pest control, and cleaning as may be required. CARLSBAD MUNICIPAL WATER DISTRICT WILLIAM E. PLUMMER, DEPUTY CITY ENGINEER DATE R.C.E. 28176 EXP. COUNTY OF SAN DIEGO Department or Environmental Health -Land Use Division GLENN LEEKS DATE Environmental Land Use Speclalist Ill SmithConsultlng Architects C. Street gutters and curbs are to be included. D. Maintain adequate protection for people and properly, 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 d<Jy of the maintenance period, reseed or resod oil spots or areas within the lawn where normal turf growth is not evident. 3,02 TREE AND SHRUB CARE A. Watering: Maintain a large enough water basin around plants so that enough water can be applied to establish moisture through the major root zone. When hond watering, use a water wand to break force of water. 8. Pruning: 1. Prlor to any pruning obtain written approval from the Architect to proceed, 2. Trees: a. Propose tree pruning to the Architect should there be health or structural reasons for doing so, including the need to eliminate diseased or damaged growth, eliminate structurally unsound growth, reduce potential for wind toppling or wind damage, or maintain growth within limited space. b. If requested by the City provide pruning for aesthetic enhancement according to 'pruning" by Sunset Books. . c. Major pruning of deciduous trees shall be during their dormant season. 3. Shrubs: a, The objectives of shrub pruning ore the same as for trees. Do not clip shrubs into bolled or boxed forms unless such is required by the design. b. Make pruning cuts to lateral branches or buds or flush with trunk. Stubbing will not be permitted. C. Stoking 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 approved herbicides. roots. Use mulches germination. all areas free of weeds. Use recommended legally Avoid frequent soil cultivation that destroys shallow per specifications to help prevent weed seed . E. Insect and disease control: Maintain a reasonable control with approved materials. F. Fertilize as specified by the agronomic soils testing recommendations and as follows for bid purposes: 1. Commencement of maintenance period -6 pounds per 1,000 square feet with top dress fertilizer. G. 2. At end of first 30 days of maintenance period -6 pounds per 1,000 square feet with top dress fertilizer. 3. At end of maintenance period and at 30 day intervals should maintenance period be extended for any reason -6 pounds per 1,000 square feet with fertilizer mix. 4. Avoid applying fertilizer to the root boll and base of main stem; rather, spread evenly under plant to drip line. Rates will vary from about a cup of nitrate fertilizer (depending upon nitrogen percentage) around a newly installed small plant to about 1/2 pound of actual nitr'?gen per inch of truck diameter measured four feet from the ground fa, mature trees. Replacement of plants: of a size, condition and cost to the Owner. Replace dead, dying and missing plants with plants variety acceptable to the Architect at no additional 3.03 GROUND COVER CARE A. Weed control: Control weeds, preferably with pre-emergent herbicides, but also by hand or with selective systemic herbicides. Hoe weeds as little as possible since this may result In plant damage. B. Watering: Water enough that moisture penetrates throughout root zone and only as frequently as is necessary to maintain healthy growth. C. Trash: Remove as it accumulates, but no less often than weekly. D. Edging and trimming: Edge ground cover to keep in bounds. E. Replace dead and missing plants at no additional cost to the Owner. 3.04 LAWN AND TURF CARE A. Turf must be well-established prior to final acceptance. B. Watering: Water lawns at such frequency as weather conditions required to replenish soil moisture below root zone. C. Weed control: If needed, control broad leaf weeds with selective herbicides. D. Mowing: 1. Perform mowing at such times of the day or week as may be requested by the Owner so os not to impede the Owner's operations. Mowing times may be at times other than normal working hours or days. Perform work at Owner's convenience at no additional cost to the Owner. E. 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. Renovating: 1. If required, remove thatch by verticuttlng, preferably in the Fall of the year, but otherwise in the Spring. At this time, fertilize with nitrate and over-seed if needed. Over-seeding must precede pre-emergent herbicides by at least 4 to 6 weeks. Normally, this means that lawns which have been invaded by crabgrass would be renovated and aver-seeded in the Fall and treated for crabgrass control in the following late Winter. 2. Cleon up grass clippings during and after mowing, and remove legally from site. Use of blowing-type equipment In lieu of sweeping or vocuumlng is not acceptable. 3.05 IRRIGATION SYSTEM A. Inspection: Check all systems for proper operation. Lateral lines must be flushed out after removing the lost sprinkler head or two at each end of the lateral. Adjust heads os necessary for unimpeded coverage and no overspray. 3.05 IRRIGATION SYSTEM A. Inspection: Check all systems for proper operation. Lateral lines must be flushed out after removing the last sprinkler head _or two at each end of the lateral. Adjust heads as necessary for unimpeded coverage and no overspray. 8. C. Controllers: Set and program automatic controllers for s':asonol , water requirements. Give Owner o key to controllers and instr~clton on ho.w to turn off system in case of emergency as specified in other sections of these specifications. Repair all damages to irrigation system at no additionol cost to the Owner. Make all repolrs within one watering period. END OF SECTION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ;~-~- "AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR ANO DISTRICT ENGINEER PRIOR TO IMPLEMEN"[ATION IN FIELD. [-::r II CITY OF CARLSBAD Pl.MINIM DM810N 1!1!111 ' 38 & R I D G E LANDSCAPE A RCIIIT ECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949387 1323 www.ridgeta.com LA. REVIEWED BY, INSPECTOR DAlE EXP. DATE 4127/15 JR 1 CONSTRUCTION CHANGE ,.. .. 11/01/16 JR 2 PLANTING & IRRIGATION ADJUSTED AT NEWr<t.. ANTENNA ENCLOSURE DAlE BY DESCRIPTION REVISIONS ~-•+·"' SPECIFICATIONS U,°ii,.l\o VlASAT-BUILDING 10 QARLBBAD, CMJFORNIA lil200II I APPROVED J:%:L\ c.-r-~»""°:ft (Z::-1-;--1-r DATE PLANNING DWN BY LA 11 DRA-NO. APP'□ CHKC SY RS FIEIJ) BY SUP 13-03 480-2L .--------------------------------------------------------------------------------------------------------------------------------------------------------,--------------------•~-,~-,---~ DEPARTMENT OF ENVIRONMENTAL HEAL TH RECYCLED WATER STANDARD PLAN NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH HIE CARLStlAD 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, OVCR-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 OTAY WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. B. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 P.M. TO 6:00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 1000 P.M. AND 6:00 A.M. 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 FDR 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 OH RECYCLED WATER," COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER. CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND I OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWFEN FACING SURFACES, NOT PIPE CENTERLINES, 16, CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELO\/\/ POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INS'IALLED 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 TIIE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE f'ORWARDED 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 BACKFL0\/1/ I CROSS-CONNECTION PROT~CTION, 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 BOB ROTA AT {760) 476-2200, OR AFTER HOURS CONTACT BOB ROTA AT (760) 476-2200. 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 FDR 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 8E PROVIDfcD BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 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. RECYCLED WATER SYSTEM (PRIVATE) INSPECTION PROCEDURES VIASAT -BUILDING 10 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 SIGNAGF INSTALLED rER PLAN B. CONTROLLER STICKERS. C. TAGGING OF VALVES D. COVERAGE TEST AFTER COMPLETION OF THE SPRINKLER SYSTF.M 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 HEALTH IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONIBIUTIES 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. -----~······ - BY: NDSCAPE ARCHITECT DATE (.,/10< FIRM NAME AND ADDRESS: TELEPHONE NUMBER: REGISTRATION NUMBER: EXPIRATION DATE: RIDGE LANDSCAPE ARCHITECTS 8841 RESEARCH DRIVE, SUITE 200 IRVINE, CA 92618 (949) 327-1323 2809 MAY 31, 2015 OWNER NAME AND ADDRESS: VIASAT TELEPHONE NUMBER: BRESSI RANCH, LOTS 10-13 CARLSBAD,CA 92009 (760) 476-2200 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. 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. KEYMAP CAMPBELL __ P __ L. ·\i '"'IJ "' ,\,fl \ i=: NOT TO SCALE DATE &llf/L 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 PERFORMtD 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 rHE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTIFICATION FORM." A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "FINAL LANDSCAPE CERTIFICATION FORM" FAX TO: (760) 944-8943 LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602-4602 ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. Plf0 E BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". FOR APPROVED BACKFLOW TESTERS, CALL (760) 438-2722 SIGNAGE NOTES L 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 3-112" X 11" SIZE SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 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, (IE 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, ANO 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 SHALi. 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. IL 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. 12" X 36" SIZE TYPICAL SIGNS ~LACK LOGO ---PURPLE BACKGROUND I ;1" BLACK LETl~RS (N.T.S.) ~ WARNING RECYCLED WATER DO NOT DRINK RECYCLED WATER S AFTER CONTACTING NOS DESPUES DE USAR .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 1" BLACK LETTERS 2" BLACK LETTERS In Order to Conserve Water ... RECYCLED WATER IN USE DO NOT ~ NO TOME DRINK ~ ELAGUA WASH HANDS AFTER CCNTJI.CTING _A\/ESE SUS \AANUS DESPUE~ DE USAR 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS '" -< ,. )" \f,i ~ , < C ·,vATER PRESSU's~ R~GULf,TOR AND flA:..:i(FLOW [)EV,::;t; ' \ \ I' !. \ \ ii i\ 1 : •••• <, , •• -,. '" - PALOMAR AIRPORT RD Gateway Rd Town Garden ?--°' PROJ ":CT MAP LEGEND SYMBOL DESCRIPTION -----PW----POTABLE WATER SYSTEM • -1 • -1 -••RW-_,_,_,_ PROPOSED IRRIGATION SYSTEM MAINLINE f:1/,:; ( ,/////////// ,/,'.'.1/_// / % ~~LL,LAN_DSC~~E9 ,A~~1)~ 0 AREA OF RECYCLED WATER USE B RECYCLED WATER IRRIGATION METER * "DO NOT DRINK" RECYCLED WATER SIGN LOCATIONS 12;] BUILDING POTABLE WATER METER BEi POTABLE R/P BACKFLOW PREVENTOR i.;:J DOUBLE CHECK DETECTOR ASSEMBLY "AS-BUILT" t?.E\flSV}N~; MU3T DE ,\PFf~D\/E:D GY PUBLC t'iC:/"sl.TH Ft-1\::iiNF~R .6,SS'f Pl./-\i'-·iN!riC Cif<ECTCF !\NC, OISTR.!CT EN,JINH:T..;: PR!UH T·G RLSBAD MUNICIPAL WATER DISTRICT±/ 707411 ff /4 {p~ RCE EXP. 1 DATE COUNTY OF SAN DIEGO Department of Environmental Health -Land Use Division G[ENN LEEKS Environmental Land Use Specialist Ill SmithCcsnsu!ting Architects c1 R I D G E I ANJSCAPE ARCKIT[CTS 8841 Research Drive Suite 200 Irvine, CA 9?618 Tel 949 387 1323 www.ridgelcuom DATE L.A. EXP. REVIEWED BY: INSPECTOR DATE & ( f-'4'-'12::.7c;i1c;5fR..::Lc:A4-'Cc;Dc:N..::S:::.'T:.:R.::U:::.C:::.T.:.lecO::.N;_C;;:.:H:_:A:.:N.::GecE'--f--------:.:S4-'"1'-'-lc:4'cc--".,,;"-! 11101116 JR 2 PLANTING & IRRIGATION ADJUSTED AT NEWn,:_ U,2,.1 ANTENNA ENCLOSURE DATE BY DESCRIPTION APP'O REVISIONS VICINITY MAP SCALE: NOT TO SCALE EB EXISTING CROSSOVER OF RCW AND PW MAIN, SLEEVED PER NOTE 16 THIS SHEET NOT APART 8 TO 01:: INSTALLED WITH 1 PHASE II/ BLDG. 11 EXISTING CROSSOVER OF Rew AND PW MAIN, SLEEVED PER NOTE 16 THIS SHEET SCALE: 1" = 80' l'-- CX) ' I en I 0 (\I I ~ a: N EB PROJECT MAP SHEET INDEX SHEET TITLE SHEET NUMBER -' -• SEE 33 HARDSCAPE PLAN 2-4 HARDSCAPE PLAN ENLARGEMENT 5 IIARDSCAPE DETAILS 6 -12 " " --SEE 34 -36 IRRIGATION LEGEND 16 IRRIGATION NOTES 17 IRRIGATION DETAILS 18 -22 ' fi; SEE 3/ PLANTING PLAN 24 -26 PLANTING DETAILS 27 SPECIFICATIONS 28 -32 RECYCLED WATER I TITLE SHEET 33 IRRIGATION PLAN 34 -36 IRRIGATION CALCULATIONS 37 -38 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DIVISION RECYCLED WATER TITLE SHEE,.,___,,,_--"n VIASAT-BUILDJNGJO &_ OAAL.SBAO, CALIFORNIA 92008 APPROVED 110:Jl, 9:E:-il-0-tr i·/+. t< PLANNING DATE OWN BY LA PRCJZ.C! NO. 11 DRAWING NO. RS CHKD 6Y SUP 13-03 480-2L FIELD 6Y ! I ..J <( w. ct 0 z 2: <( 0 _J w ' ' I I ' l I , ' ;1 'I l i I ~XISTINC3 IRffiGATION AND PLANlilNG TO ,REMAIN PROTECTED 'IN PLACE , , /8 B · 11 11/1" 15 11/4" 0 10 20 40 KEYMAP NOT TO SCALE SCALE AND NORTH 60 SmithConsultinq Architects R I D G E LANDSCAPE i\RCHITECfS 8841 Research Drive Suite 200 \rvine. CA 92618 Tel 949 387 llZl w·u,w.ridgela.com "AS-BUILr DATE L.A. ------EXP, REVIEWED BY: INSPECTOR DATE • I I I I 0 0 IRRIGATION CONSTRUCTION NOTES TRENCHING IN VICINITY OF EXISTING TREES WHENEVER ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING TRENCHING OPERATIONS, THE CONTRACTOR SHALL REROUTE MAIN LINE TRENCHES. DO NOT CUT ROUTS 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 HIE EXISTING TREE WILL BE ALLOWED. PROTECT ALL ROOTS EXPOSED TO SUNLIGHT WITH MOISI BURLAP UNTIL COVERED \/VITI I SOIL PERIMETER IRRIGATION NOTE: ALL ADJACENT SYSTEMS SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION , NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION OF ALL ADJACENT IRRIGATION SYSTEMS EQUIPMENT THAT IS AFFECTED BY PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEMS AS REQUIRED. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING AND COMMENCING WORK. PAVING OFFSET NOTE: SPRAY HEADS ADJACENT TO PAVING SHALL BE INSTALLED A MINIMUM DISTANCE OF 24" INCHES FROM ANY NON-PERMEABLE SURFACE TO AVOID ANY OVERS PRAY. BUILDING IRRIGATION OFFSET NOTE: ALL IRRIGATION (SPRAY OR DRIP) ADJACENT TO BUILDING SHALL BE INSTALLED A MINIMUM DISTANCE OF 12" INCHES FROM BUILDING TO AVOID WATER I OVERSPRAY ONTO BUILDING OR WINDOWS. STUB-OUT NOTE: CONTRACTOR SHALL PROVIDE IRRIGATION MAINLINE STUB-OUT AND SPARE CONTROL WIRES AT THIS APPROXIMATE LOCATION FOR FUTURE ADJACENT IRRIGATION IMPROVEMENTS CONNECTION. CONTRACTOR SHALL INSTALL SAID STUB-OUT AND WIRES WITHIN A RECTANGULAR PLASTIC VALVE BOX. CONTRACTOR SHALL VERIFY EXACT STUB-OUT LOCATION IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. IRRIGATION VALVE CALLOUT .------VALVE NUMBER I !~-----CONTROLLER PROGRAM (1A\ 10 --G.P.M. 0 1000' --APPROXIMATE LINEAR I FOOTAGE OF DRIP TUBING NOTE, ~-----VALVE SIZE IRRIGATION NOTE CALLOUT ,r::-IRRIGATION CONSTRUCTION l...V CALLOUT NUMBER. ,-r:::;--P.O.C. AND CONTROLLER w CALLOUT NUMBER: OUTDOOR EATING AREA (LOCATED AT SOUTHWEST CORNER OF SITE) 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 FILED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. THERE ARE NO OUTDOOR DRINKING FOUNTAINS ON THIS SITE. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS, REVISIONS MUST BE APPROVED BY PUfll.lC HEALTH ENGINEER, 1 •H3E4ET 11 ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO . ~~~~~~~~·~,...,_~~~==",--------r---__j CITY OF CARLSBAD PLANNING DIVISION 127/15 RLA CONSTRUCTION CHANCE rtf. -f,, +,!,. 11101116 JR 2 PLANTING & IRRIGATION ADJUSTED AT NEW~ !1,i,,,I.., ANTENNA ENCLOSURE DATE BY DESCRIPTION APP'D REVISIONS APPROVED PLANNING IRRIGATION PLAN VlASAT-BUILDING 10 CARLSBAD, CALIFORNIA til2008 ffi :1-I :f, rq; DATE OWN BY __ M_J __ _ PRo.JECT NO. SUP 13-03 DRAWING NO. 480-2L CHKD BY __ R_S __ _ FIELD BY " \ \ \, \ ' J:D \ •,;,,,,• \\ \, l i. \ ; :\, ___ _ \ I ' ' ' I \ E)(IST0ING iRRIGA-/.ION \IND\PLfNTING i\o REMAIN PROTECTED I\J ;PLACE 8, ' , 11/r ,; 11 I I i X, ' " i ; ' ' i i ~~;: ... ............. , KEYMAP 0 10 20 40 NOT TO SCALE SCALE AND NORTH 60 IRRIGATION NOTE CALLOUT ~IRRIGATION CONSTRUCTION \J.j CALLOUT NUMBER. ,...i::;-P.O.C. AND CONTROLLER w CALLOUT NUMBER. SmithConsulting Architects IRRIGATION VALVE CALLOUT ,------VALVE NUMBER I I~-----CONTROLLER PROGRAM ~ 10 --G.P.M. ~ 1000' --APPROXIMATE LINEAR I FOOTAGE OF DRIP TUBING ~-----VALVE SIZE R I D G E LAMDSCAPE ARCHITECTS 3311 Research Drive Suite 200 Irvine, CA 92618 Tel 949 387 1323 www.ridgela.com "AS-BUILT" LA. ------EXP. REVIEWED BY: INSPECTOR DATE DATE I I DJ I 0 P.O.C. NOTES P.O.C. NOTE #1: POINT OF CONNECTION SHALL BE A NEW 1-1/2" RECYCLED WATER IRRIGATION METER WITH A 2" SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FICLD 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 FIELfJ, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. IN THE EVENT PRESSURE DIFFERENCES ARE NU I REPORTED PRIOR TO START OF CONSTRUCTION, TIIE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO ADDITION/IL COST TO THE OWNER RECYCLED WATER METER INFORMATION ADDRESS: WATER PURVEYOR: GATEWAY ROAD CITY OF CARLSBAD WATER DIST. CARLSBAD , CA. PH.# (760) 602-2748 METER SIZE 1-1/2" STATIC PRESSURE 106PSI. SYSTEM DESIGN PRESSURE 79 PSI. MAXIMUM SYSTEM DEMAND 80GPM LANDSCAPE AREA SERVED 1 "12,043 SU FT. MAXIMUM APPLIED WATER ALLOWANCE (MAWA) 2,285,453 GAL.I YR ESTIMATED APPLIED WATER USE (EAWU) 2,171,452 GAL./YR. CONTROLLER NOTES CONTROLLER NOTE #2: CONTROLLER LOCATION. REFER TO LEGEND FOR CONTROLLER MAKE AND MODEL NUMBER. CONTROLLER ASSEMBLY SHALL BE INSTALLED IN A STAINLESS STEEL ENCLOSURE. FINAL LOCATION OF CONTROLLER ASSEMBLY AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. THE 120 VOLT POWER SUPPLY HOOK-UP OF THE IRRIGATION CONTROLLER SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. IRRIGATION CONSTRUCTION NOTES TRENCHING IN VICINITY OF EXISTING TREES WHENEVER ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING TRENCHING OPERATIONS, THE CONTRACTOR SHALL REROUTE MAIN LINE TRENCHES. DO NUT 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 MECHANIC/IL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. PROTECT ALL ROOTS EXPOSED TU SUNLIGHT WITH MOIST BURLAP UNTIL COVERED WITH SOIL. PERIMETER IRRIGATION NOTE: All AlJJACENT SYSTEMS SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION • NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION OF ALL ADJACENT IRRIGATION SYSTEMS EQUIPMENT THAT IS AFFECTED BY PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEMS AS REQUIRED. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING COMPLETE 100% HEAD TU 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 AND COMMENCING WORK. PAVING OFFSET NOTE: SPRAY HEADS ADJACENT TO PAVING SHALL BE INSTALLED A MINIMUM DISTANCE OF 24" INCHES FROM /\NY NON-PERMEABLE SURFACE TO AVOID ANY OVERSPRAY. BUILDING IRRIGATION OFFSET NOTE: t I I I I I ALL IRRIGATION (SPR/\Y OR DRIP) Arl.lACENT TO BUILDING SHALL BE INSTALLED A MINIMUM DISTANCE OF 12" INCHES FROM BUILDING TO AVOID WATER/ OVERS PRAY ONTO BUILDING OR WINDOWS. \ STUB-OUT NOTE: CONTRACTOR SHALL PROVIOF IRRIGATION MAINLINE STUB-OUT AND SPARE CONTROL WIRES AT THIS APPROXIMATE LOCATION FOR FUTURE ADJACENT IRRIGATION IMPROVEMENTS CONNECTION. CONTRACTOR SHALL INSTALL SAID STUB-OUT AND WIRES WITHIN A RECTANGULAR PLASTIC VALVE BOX. CONTRACTOR SHALL VERIFY EXACT STUB-OUT LOCATION IN FIELD WITH OWNER'S AUTHORIZED REPRF.SENTATIVE PRIOR TO COMMENCING WORK NOTE: OUTDOOR EATING /\REA (LOCATED AT SOUTHWEST CORNER OF SITE) 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, TYPICAi.. CONTRACTOR SHALL VERIFY ALL SYSTEM LAYOUT IN FILED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. THERE ARE NO OUTDOOR DRINKING FOUNTAINS ON THIS SITE. FOR IRRIGATION LEGEND -SEE SHEET 16 FOR IRRIGATION NOTES -SEE SHEET 17 FOR IRRIGATION DETAILS -SEE SHEETS 18 -22 FOR IRRIGATION CALCULATIONS -SEE SHEET 37 FOR SPECIFICATIONS -SEE SHEETS 28 -32 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO fP.l,~/;\pl'H;/lr~.'"' '"'-----.. & ( 4/27/15 RLA CONSTRUCTION CHANGE ,n,f:_ --i-1-1-J 11/01/16 JR 2 PLANTING & IRRIGATION ADJUSTED AT NEW~ II-';,- ANTENNA ENCLOSURE DATE BY DESCRIPTION APP'D REVISIONS ~II APPROVED PLANNING DWN BY CHKD BY FIELD BY CITY OF CARLSBAD PLANNING DIVISION IRRIGATION PLAN VIASAT -BUILDING 10 CARLSBAD, CALIFORNIA 92008 ffi iccJ,\ Loe-~Lott "1 ·I+. I? DATE MJ 11 PROJECT NO. DRAWINa NO. RS SUP 13-03 480-2L NOTE: I!) (") I I i I I- I I I I I ~ I w Cf) ~, I u ~, / OUTDOOR EATING AREA (LOCATED AT SOUTHWEST CORNER OF SITE) SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER OVERSPRAY. MIST, OR RUNOIT ALL IRRIGATION LAYOUT HAS BEEN DESIGNED TO MINIMIZE OVERSPRAY ONTO ALL IIARDSCAPE AND EATING AREAS, TYPICAL. CONTRACTOR SHALL VERIFY ALL SYSTEM LAYOUT IN FILED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. THERE ARE NO OUTDOOR DRINKING FOUNTAINS ON THIS SITE. PALOMAR AIRPORTRF'Z .. \!---,1--- NOT A PART -IRRIGATION FOR THIS AREA TO BE INSTALLED WITH PHASE II/ BLDG 11 ' \ / / ... ·-·:·· .. ·· ................. rn __ \: : :::::::: ~:: ::: :: : ::::: ~~~~~:; ~'.~~: \ .;:::.:.~/ 0 KEYMAP NOTTO SCALE 10 20 40 60 SCALE AND NORTH PROPERTY LINE I ii, RIGHl\OF-WI\Y LINE, TYPICAL TYP, SmithCor,sulting Architects R I D G E LANDSCAPE ARCHITECTS 8841 Resean:h Drivr. :'.luite 200 Irvine, CA 91.618 Tel 9491871323 WW#.r'ldgela,com SYMBOL \ /_.;.'>. i .,:/ ,·'.> EXISTING LANDSCAPEARt. SEE CITY DRAW1i,i&#400-8N . :~::-/' /// ::~s-.•. <.~.·.~~;)\·?:"'}:"""'::-="'· ...... --··-· -- / ,,.,_-;;;;[:i: -,-_, .. \', . \.~~,S I \\::,',,-' ~:,,'· ,;/ IRRIGATION SPRINKLER HEAD LEGEND Q VAN H F MANUFACT. MODEL NO. I DESCRIPTION GPM PSI RADIUS DETAIL E!ll'll"'I ■ I.ii ® G) G) (j) ®@ E .. -.. _ .. _ .. ] ··-··-·· -·· -s•-••-••-• ·--··-··-·· RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER RAIN GIRD "AS-BUILr LA. ______ EXP, REVIEWED BY: INSPECTOR DATE DATE RD-12-S-P30-F-NP, 12" POP-UP HEAD W/ RAIN BIRD 8-FLT SERIES MPR NOZZLES W/ PCS SCREENS, 020(BRN) / 025(PNK) HE-VAN I 025(PNK) RD-12-S-P30-F-NP, 12" PDP-UP HEALJ WI RAIN BIRD B SERIES MPR NOZZLES RD-12-S-P30-F-NP, 12" POP-UP HEAD W/ RAIN BIRD 10 SERIES MPR NOZZLES RD-12-S-P30-F-NP, 12" POP-UP HEAD W/ RAIN BIRD 12 SERIES MPR NOZZLES RD-12-S-P30-F-flP, 12" POP-UP HEAD W/ RAIN BIRD 15 SERIES MPR NOZZLES RD-1?.-S-P30-F-NP, 12" POP-UP HEAD W/ RAIN BIRD 15 STRIP SERIES LCS-PCS-030(3 IL) i RCS-PCS-030(SIL) I SST-PCS-060(BLK) / CST-PCS-060(BLK). RD-06-S-P30-F-NP, 6" POP-UP BUBBLER I IE:AD Wi RAIN BIRD 5CST-8-PCS-030(SIL), 50-B-PCS-025(PNK), 5H-B-PCS-040(0RG), 5F-B-PCS-060(BLK), STREAM BUBBLER NOZZLES. RD-06-S-P30-F-NP, 6" POP-UP BUBBLER HEAD W/ RAIN BIRD 5H-B-PCS-03D(SIL). EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE. PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL. RD-06-S-P30-F-NP, 6" POP-UP BUBBLER HEAD W/ HUNTER MSBN-.50 (GRN) SERIES PRESSURE COMPENSATING FULL-CIRCLE BUGOLER. PLACE BUBBLER AT EDGE OF VINE ROOTBALL TYPICAL. RD-06-S-P30-F-NP, 6" POP-UP BUBBLER HEAD W/ HUNTER MSBN-.50 (GRN) SERIES PRESSURE COMPENSATING FULL-CIRCLE BUBBLER. EACH SYMBOL REPRESENTS TWO BUBBLERS PER PALM. PLACE BUBBLERS AT EDGE OF ROOTBALL WITHIN TREE WELL ON OPPOSITE SIDES OF TREE TYPICAL. RWS-B-1402-RWS-SOCK, ROOT ZONE WATERING SERIES SYSTEM. EACH SYMBOL REPRESENTS (2) TWO DEEP WELL BUBBLERS PER TREE. PLACE BUBBLERS AT EDGE OF ROOTBALL, LOCATED WITHIN TREE WELL ON OPPOSITE SIDES OF TREE. ADJUST PER ROOTBALL SIZE TYPICAL PGP-12-CV-R, ULTRA SERIES, 12" POP-UP SHRUB ROTOR HEAD W/ NOZZLES Q-.50SR/H-1.0SR/F-2.0SR PGP-12-CV-R, ULTRA SERIES, 12" POP-UP SHRUB ROTOR HEAD WI NOZZLES Q-.75SR/H-1.5SR/F-3 OSR PGP-12-CV-R, ULTRA SERIES, 12" POP-UP SHRUB ROTOR HEAD W/ NOZZLES Q-1.5 / H-2.5 / F-5,0 PGP-12-CV-R, ULTRA SERIES, 12" POP-UP SHRUB ROTOR HEAD W/ NOZZLES 0-2.0 / 11-3.0 / F-6.0 PGP-12-CV-R, ULTRA SERIES, 12" POP-UP SHRUB ROTOR HEAD W/ NOZZLES 0-2.5 / H-4.0 / F-8.0 PGP-UO-CV-R, ULTRA SERIES, SHRUB ROTOR HEAD ON RISER WI NOZZLES Q-.50SRIH-1.0SR/F-2.0SR PGP-00-CV-R, ULTRA SERIES, SHRUB ROTOR HEAD ON RISER W/ NOZZLES Q-.75SR/H-1.5SR/F-3.0SR PGP-00-CV-R, ULTRA SERIES, SHRUB ROTOR HEAD ON RISER WI NOZZLES Q-1 5 / H-2.5 i F-5.0 PGP-00-CV-R, ULTRA SERIES, SHRUB ROTOR HEAD ON RISER W/ NOZZLES Q-2.0 / H-3.0 / F-6.0 PGP-00-CV-R, ULTRA SERIES, SHRUB ROTOR HEAD ON RISER WI NOZZLES Q-2.5 I H-4 .0 I F-8.0 .08, .30, ,25 .26, 1.55, 52, . 1.05 .41,2.10, .82, 1.64 .65, 1.95, 1.30, 2.60 .92, 2.78, 1.85, 3.70 .40, .90, .90 .30, .25, .40, .60 .30 (.60) .50 .50 (1.0) .50 (1.0) .43, .90, 1.7 .68, 1.3, 2.7 1.4, 2.1, 3.5 1.7, 2.7, 5.6 2.1, 3.5, 7.0 .43 .. 90, 1.7 .68, 1.3, 2.7 14,2.1,3.5 1.7, 2.7, 5.6 2.1, 3.5,7.0 30 30 30 30 30 30 30 30 30 30 30 35 35 35 35 35 35 35 35 35 5 FT 8 FT 10 FT 12 FT 15 FT 4X15 FT 4X30 FT 3 FT N/A N/A N/A N/A 16 FT 20 FT 25 FT 30 FT 35 FT 16 FT 20 FT 25 FT 30 FT 35 FT A A A A A A A A A A KK A A A A A C, II C, 11 C,11 XFS-P-06-12, XFS SUB-SURFACE RECYCLED WATER DRIPLINE WITH "COPPER SHIELD TECHNOLOGY" 0.61 GPH PRESSURE COMPENSATING INLINE EMITTERS 12" ON CENTER. V, W, X, Y, Z FOR COMPLETE IRRIGATION LEGEND REFER TO SHEET 16 REVISIONS MUST BE APPROVED BY PUBLIC HEALTH cNGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO ~~,8;1.--, . .----..----. _ffi ( 4127115 RLA CONSTRUCTION CHANGE V7~ 11/01/16 JR 2 PLANTING & IRRIGATION ADJUSTED AT NEW ,rr DATE BY DESCRIPTION REVISIONS APP'D APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DIVISION IRRIGATION PLAN VIASAT-BUILDING 10 CARLSBAD, CALIFORNIA 92008 APPROVED ./, ==------~--=--~-_ 4 ~l..o:t\: PLANNING DATE ffi OWN BY __ M_J __ _ CHKD BY_c.Rccs __ _ rlELD BY PROJECT NO. SUP 13-03 11 DRAWING NO. 480-2L WA'TER EFFICIENT LANDSCAPE. WUR:kSt:tEET HYDROZONE INFOIU,IIATJON TABLE C.Mtroller .zone Program Hydro1ona • or No. vai've A f1/iiJ!/ 1 A N'fiiV 2 /-( t:,JF,.,V. 3 A N/A 4 A N1W " A NIN 6 A MW 7 A N!\N 8 A N/'Af'.J !) A f,/f'/ll ·m A ivffl 1r A TNYW "'') ,~ A tilV1/ -"'Q ,,, A NlW ·14. A MW 15 A MN 16 L.____,~ IVf\l\f -17 A MW 18 A ff/AV 19 A 1'-l/W 20 A f,IMJ 21 A MN 22 A M\V 2;3 I\ MW 24 A l!fl.N 2.5 A 0lt-N 26 A MW' 2.7 /\ NM/ 28 A MN 29 A ~ff.N 2() A f-/'f,/1! 31 A 1;;.{WIJ 32 A NW:J 3?, ' A ~J%,.Af B,f A l</!W 35- A ';<ffl'l '.)3 A 1-/TuV 37 A /\'1\Af ,)B A tviN :39 A NW 40 A IVIW 41 A f<i!W 42 .A tiW 4.3 A ' M\N 44 A fV!I-N 45 A M'/\1 43 A MN 47 A, Nf\(<J 43 .A f\lf¼V 40 , A MW 00 .~ MW 51 ~ A Mi/ii 52 A NfN-53 A N/A 54 A NIA c/5 A -N/A $ A N/A 57 A f,1TVV 5B P, N/A 59: A N/A JOO A 'N'f1..N ,s-t 8 LW 52 8 LW G3- 0 lV~'· 134 B LW li5 B Lt.V 66 B LW 137 B tW GU I'! MW &9 B NfW lU 6 MIN 71 !l 'r/WV 72 B {'s/f•N 73 Total Piatllc'd A,~a "'Hj'fihJwnti VLl-Y ~ 1/s'.!)'.LQtli: VV;~d.e-r:U~e P-.';~1Jt;, ./..fll ,L<w '.-V~lft"tls6'Pi,wts-- 1'MVV ~ MCo~riite tll';,f6'.f /Js~ Ph:11!:::, fffF = Hi'.,,~h W.!!i:e-}·'!.i.s-e P/$"/is - Plant %ot1ota/ Irrigation Hydrozone Are;, Type/Factor•*• landscaped Method*' (sq, Ft.) D B [) NIA B D D t'J B D C• J s [) B [) D p e R b R 8 R "1 D 8 s s B s B a s R D D R 6 R R R 0 R IJ B fJ R R B D R R R NIA t'VP1 N/A Ni£\ D NIA f'IIA s R 1< R R R R R R R R R R ..,"kNf!ation l\~thod MG,,, ,\frq.ro,.spfft'f S = ,Spf_EY P, = ,~OtQ.f a.,. BJ/:;,b/er D_"' Drip (,1 = Othsr {PF) 0:5 0€ 0.5 a 0-C: ·~ {1,5 0.5 0.5 OJ3 05 0)3: (1,5 !15 f16 b.5 0-5 (t5 0..6 o_5 0.,5 05 D.6 05 0,5 0;5 n,5- D5 \l5 d5 C -,_!,::) 116 0)3 115 cu, O,o {US /16 ·D.S 0 .. 5- l}C 0.:5 0.5 0.5 .Q. 5 () 6 05 tJ. 5 0.5 0.6 G.5 Cl.5- 0.5 D.5 0 0 (I u 0.5 .(j 0 0 .. 5 t).,3 6.S 0.3 0 .. 8 o .. s 0.3 0.:3 0..5 b.5 06 0-.5 () 3 Area 1,126 1.00 G8 0_06 6(;-1 Oc5c 0 0.00 """ 32 tlO:" 987 tJ88 003 {l,l)f 141 O.Gf> 2-,6 003 i)i,99 tot ·i,492 1 ':t".'1 ,,,,,,.., 523 047 2,5.'ii 2.22 120 011 {.WJ) (15~ 2:,513 2.0£ 970 0.8.7 26 OJJ'f' 2,2.o2 2.1, 2.061 iJ34 i,35i ,2;9P .52: RO- 2,985. 2.66 2.233 200 t426 1.27 24 o:a: 2;()9)' -Ltli 963 0.86 2 .. 015 "(!JO t,58£1 '1; 4:~ 2S 0:03 32 ' 0,03 i,e:23-1. 1-8 :?,JO:J 3;46 1,f/TI t41 K19 0/57 '.3,757 3,3:5 42 (H)4 4.()93 :}f:j'5 4,407 3 g" .2.,::.133 2f){ 725 0$/:i 3.800 3.48 B85 ()79 56 0:-.05 ·1,S>.J-8 1 3g :3,800 3.46 3,061 2-72 -40 ()()4 523 0,47 :\038 2)}0 J, 15-5 2.132 ·t ;779 t&Q 0 0.00 Q O.Oi' Q G.iK 0 Q,,(1' ~, ,:$44-7!,20 0 00 0 O.bo 1.437 i.28 2,312 2 .. 0-.-3 ?,(143 jij;] 2 .. 182 "r-.9·5 2.645 2.:11~ 2.,2a0 20 2JJ43 -1,a: 2,707 .2.4' 2:,284 Z◊4 2.7&'J 2.46 2,428 2. l"l J,307 .2:Q-f' - 2;-7913 2:.f"lJ -, -1"j2,Q43 100% """' Plti,ntEadOrfrom LVUCOLSi!J.or /iqi'~ :'l'Jl>s:;:;1te.rf-.;t . .,,6w-e a<.1 a;wrr;p;'ML~ SEASONAi.iRRiGATiON SCHEDULE PioJ~f.t--fo·rr,ei Vi-q-,c0;t Mei.,Ni,mbe,: tr ·········. c:ontiottei'Pr<>gram''A" E:vapo-tran..sp_hation R...:de=-~~,, Efo· Hbtori-cal: 47.0 Winter stM.!.~ Su.rm,~ Foll ' a:61 '' o.ia ~~=" p~~,~.r,m 0.16 0.22 . "" Et_o Per S-e-,;r;i;on I t.a 12.B 17.2 i 10.2 ~•.m Time,, (Minut;,z p« .Doy) • {El!R'l + (I!,) +{PR)+ (RD)+ (q "{i,q) x_60 Eto =-Seo:~ortal Ey-a.p¢frctns-pD'titi-on IE = ,rrigaii~ :Efttt::i~,ey Fi:= Prec:ip-iit:tion-J!h:tte-{1.nohe-~·per Holft} RO= Rvn cl<>yz {.Seasonal Total) C = Cy,:!<>• p,er Day Ke = Cr op Co'effi:eient .SO= ·conv!!'lz:i_qn-to rrin~te-a -·--------------" Cyel"" Pe, Day: Day• Po,r Week:,,,, Irr igaHon Effj'ciency {%}: [R-otor_s_i i;P'"Y Heada, i ~-u~l:»E< H«t dz: fc.;p sy,1ern,, , Sud ace· Drip: Strrfcm RotQ;y; ; Micro S:pr-lCl"f Precipitation ~~tefin/br} : Rotor~: - • Spray Head;, 8\J'bi~-1:;'-'H~:ds: Crip Syajem» 0.75 0.71 0.80 O .. fO 0.&5 0.75 o.7s 0.45 u;o 3.00 0.93 :Sutface C"f-ip: l.25 , Slream Rolorv: 0.45 'Mlcr0Sp1ay; 0.6! ' l • V-alve-_ Pl ~ i ltrig alion , ,n1,.,g ' T QuQnlity , ype PR IE Winter ' _ SptiIT!f .. ,. .. Summ,r .... _ .. FoU (Deo, Jan, Feb) (Mtlr. Ar;: May) (Juij: Jul, Aug); {Sep, Oo(Nc,J B Shtu!> i ~l>(<1y 0.50 1.60 11.71 14 IS Total Vclves -" "thidi'vfil~Q 1·va lve Rttn·+irne Miriu-t.es.Pef Da.y Shrub Drip O,W OSl 0.91) ")11diYi.$i~¢i-Vol;~ RUl'.l ffin~--M~~tJi)~,z;f!·-z:r-_Oaj{ Shrub Roi<>, , 0.50 0.45, __ ]. __ 0.75 , _ ln-di:vi.dv-oJ VatVe Run Ti:.r:rv~:,NlinVtes.: Tree Bubbler 0,60 S.00 1 O.SO .. 1f\d1vi,d-Ua I vti·iv-ii'a~ri?t'irrie MinUii5i"·pe,:--~iC : , 54 . Tofc I Hou, Rw, Tfmo• / 6 Day, fer Week, 18 M U i 27 2 4 6 __ ~_..;,_ __ __:3:__~--~ $9 144 S8 Min . .Per O<,y" 3 108 a 17 j 3,39 109 6 199 j4 Sl 2 6.22 e 248 19 42 s 5 lol H 25 .2 ; Min. Per D-ay ·Min. Per Day Hours Per Day SEASONAL IRRIGATION SCHEDULE Project N<1im': '!/l<tiipl Meier Nurr1><i,: "31... Cqttltoll>$r l>ti,:g,-am''B" --~~~~~~--~ E\lcpotrorn:pirafi.bn R--ate~; et.; Hi ·~•or 1~ai:; · --· · · ·41;0 · Wint~r Eto Per Day o.or· E-to.:P.er .Seaio.n-l,,B Spring Summer 0.16 O:rl ... 12.a 17,Jl , Fall 0.13 "" 10:2 . Run Th:mo(Minolw pe, Day}= {Elo} +(IE)+ (PR)+ (RDj +(C);,; (Kc) x 60 etQ = Soawn.ol Ev-apotran:pin:lfion IE= lr_d,grittob.Efficlency P~ = P,ecipi«Jlk,n Rale{lnchm,per Hoor) RO = Run day; (sea,1>no 1.Tat<1IJ C = Cycle; p.er Qay Ko = Crop Coefficient bO = C®Ve(~io_n lo: minuta V1.a1lve Q1Jantity 7 lrrig-ation: Type ioia Ko 0.30 PR IE 0.45 0.75 , .. ,.,o,C, , , , ~•' , ,,,.,,. .. , , .. , ., .. ,, .. .,,,,. l~vidiH'il Valve Run Timec Minute: 11 Shtub l!otc,r •0.50 6.45 0.75 lndiY.h:i_~ai '1/0tve Run Time Mhiutes Per Day ,, e total Valv..., 12 Tola! Hw, Ron TiW!«< f • Day,,""' We;,k, 1.19 14 Cycl..., Per Day: Days p.,,, Week; lrri-gafti,-n Efft-~i_ency {%): tRolcn: Spr«y Head,: 0.71 Bobble Head>: o:so Drip System,, 0.10 .~:~r-face Drlp: 0.85 SrreumRc!~ry: .. 0.75 Micro Spray :O. 75 f.t-e,ci pit-a Han Rate fin/hr} Rcl'a'S! 0.45 l.60 19 2.93 s_pr:ay_ r{~ada: Bubbler He<idt: "'""""' "'"' " " s,oo Drip Sy•l~mi 0.93 Su:rfa.oe Dtip: 1.25 StreamRoto,y: 0.45 Mier<> Spray: o.&1 7 57 11 i.76 "AS-BUILr SmithCons1.1ltin9 Architects R I D G E LANDSCAPE ARCHITECTS 884 I Research Drive Suite ZOO Irvine, CA 92618 Tel 949 3811323 www.ridge!a.com L.A. EXP. REVIEWED BY, INSPECTOR DATE DATE CIIY Of CARLSl!AD ESTIMAffil !OTALWAfl:RUSE {E'r'NUJ Conversion Fador Irrigation 'Ef~iqlency O'=Y'""' (Step 6.;:. Line 7} Step 3;;;:::'tep Y Vl/atef Ll:SB ---ETWl) (GaHons PEJr Ye-a} fotaf sho{f t1Gf s:<CB€:d fe/th.\fu'A Proces~ Step No. ('39Joy/f 57/135 6/!12 28, &JJJ D.YO 10,434 _,,_,.,,, 47.C 4l.D D.62. 29,14'.J Z:742 Q,3 20,003 17.C 0,6 554 SL.A 47.D 1,0 0 0 1,(l 0 .S&1QC:fo d t:a;W -c:n lipe of p'anis ::-~· h ,tdr-::-z:::wc-eK J.pmy:::. .. :55 """"·' ,o·, ''-'"'-"~""°" '"""'" "''"'""''°"" !:a~t·ef :.~.s wad Wesl t<f E0; C-a,n':n·p-Keal..::: -4 4:,0 ',Y> ' ,--,•,~•h, -,-,-, '., Etnt 0~ -Sl-Carrir.o-Reo.) ::.-.47J') 1L.¼:~-Ct5"'ewitall;:-,n s:Ji:-'.ft'G:i c,:_i c r:--r:rev0J by tr1,z Chr:izn "'" ' D.3 ::: L'N -i.J'H';-' \Y;.i!'~; -J&c f":(_i ilfa " '. ·--""'",, " nwnA0.g ◊.& = HV'.'. ~ Hi;Jh wcr~, J~e P .o n-r~ MAXIMUM APPLIED WATER USE ( MAWA) calcUl<dio11: 1 l2,(W3, Monthly Water Budget {MAWA/ Jan Feb Mar At1rll Mav Jun Ju I\/ ETO 2.2.0 2.50 3.60 4.10 5.10 5.30 6.10 Au, 5.80 -, , ........ " ., ' &\_; i-A:.:l-& ::: ]5 " . '. " " " . ' " ' . " " . ' " A d:Here1;,j it'-7,-.::r:,' b·e used';; .;:;_•pp::::-ied !:::.:,:, Sent Oct 4..50 3.30 Nov 2.40 MAWA ½ItlEL'---:':~-' · " Dec 2.10 Total 47.00 Gallons 106,979 121,567 175,056 1991369 247,996 257,721 296,623 282,035 218,820 160,468 116,704 102,116 2,285,453 %Run Time 36% 41% 59% 67% 84% 87% 100% {ITo) X (0.62) X (0.7 X lA) WATER USE NOTE: THESE PLANS HAVE BEEN PREPARED TO COMPLY WITH THE CALIFORNIA STATE WAT FR EFFICIENT LANDSCAPE ORDINANCE AB1881. CONTROLLER SCHEDULING NOTES: THESE SUGGESTED RUN TIMES ARE ,OR REFERENCE ONLY, ACTUAL RUN TIMES MAY DIFFER DUE TO VARYING SITE CONDITIONS. CONTRACTOR SHALL ADJUST RUN TIMES AS REQUIRED TU PROVIDE APPROPRIATE WATER FOR EACH VALVE' CIRCUIT. MULTIPLE CYCLES MAY BE REQUIRED TO MINIMIZE PONDING AND RUNOFF ONTO NON-IRRIGATED AREAS CONTRACTOR SHALL SCHEDULE CONTROLLER PROGRAMS "A" & "B" TO RUN MULTIPLE VALVE STATION PROGRAMS CONCURRENTLY, UP TO A MAXIMUM OF 80 GPM, SO AS NOT TO EXCEED IRRIGATION WATERING WINDOW NOl'E: CONTROLLER PROGRAMS "A" & "B" ARE DESIGNED TO RUN CONCURRENTLY, AT NO TIME SHALL PROGRAMS "A" & "B" BE RUN SEQUENTIALLY. CONTRACTOR SHALL PROVIDE A LAMINATED NOTE POSTED ON CONTROLLER WITH MINIMUM 112" LETTERING STATING THE FOLLOWING: "IRRIGATION CONTROLLER PROGRAMS "A" & "B" ARE DESIGNED TO RUN CONCURRENTLY, AT NO TIME SHALL CONTROLLER PROGRAMS "A" & "B" BE RUN SEQUENTIALLY". NOTE: A. THE TIME PPRIOD WHEN OVERHEAD IRRIGATION WILL BE SCHEDULED AND CONFIRM THAT NO OVERHEAD IRRIGATION SHALL BE USED BETWEEN 10:00 A.M AND 6:00 P.M, B, IRRIGATION SYSTEMS USING RECYCLED WATER SHALL BE SCHEDULED fOR USE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. 95% 11/01/16 JR 2 PLANTING & IRRIGATION ADJUSTED AT NEW.,_1,: g.-. ANTENNA ENCLOSURE DATE BY DESCRIPTION APP'D REVISIONS 74% 54% 3q% 34% lmgatkrn Ereuvte ca1cu1<111on ;tevotinn d Pi\'8-fer: Stqiic VVai•Elf' tr~~?!!iS PSJ; Vatve. Nc-: V clye .Oerndfl,ci. ,~-A0!<l£0 _l.J!'..ft ___ :§'/~~r,n Dern_.9qd Ele.va-t-fors. Chq[tqe:P.o_.r,:_:_, __ to _rjg-~Jt Hs-qd: titciJ qf_V;::iiV_ fl J ~J {2'i ~w $ehS91 ISO latk:i:n.vo:v~ .. ,. Lcth.;;tof Line Lo~-S: lb% Lp3_s-to Hi_ghesl 1'"!~9?· Tot'd Lo,rne!i! tf19:otf_Qp_§(.otlt1g__..F.f.~_s_pJre_: !ii~!_~-~~-~!~. fi.e-,q_ui~~: St t?JI9, .. EP?l?t-f.'5 __ .6_1:;gl,:? _l::lt~; RE;sTizjyc{ P,_r¢s;;t;;lf' s~ Ser Pr-essi3s EBgt.t!,at_or: 550Ff '.3:D.5·FT 11)6 P~-i JJ.)P, 4'2 c;p t\.,~ EiGGPM l5fl' 1:z'.~-~! '! p_;ii "-$/; P~:! _2:_5p$i ~.Op::,i : ........ •a:, p_s! . ---~'_§..,I?,~i 4,8,_J?ti 3_)~►,_psi ·?-~p:,_i 4.~ . .P1i .. ., .. ~~qJl~l :np,1 .JPA:F-'fl_i_ P.?! 89 PSi APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DIVISION IRRIGATION CALCULATIONS VIASAT-BUILDING 10 CARL8BAD, CALIFORNIA 92008 ffi APPROVED l1L~\ ~~U-etr ,. ,-\,. I~ PLANNING DATE DWN BY MJ PROJECT NO. DRAWING NO. CHKD BY RS FIELD BY SUP 13-03 480-2L d~~ ~ \ ) ~" c-J ---_),--+-----1, 5, OR 15 GALLON CONTAINER PLANT ? '-;J PLANT SO ROOT BALL IS 1"-2" ABOVE FINISH GRADE C: ~ ~ . MULCH LAYER IMPORT SOIL BACKFILL MIX PER SPECS ROOT BALL --+----FERTILIZER TABLETS PER SPECIFICATIONS. INSTALL SO THEY DO NOT TOUCH ROOT BALL 2 X ROOTBALL l , 0 SHRUB PLANTING 3 --------NOTTO SCALE ~ ...J ...J <( cc t-0 0 a'. 0 t- ...J <( ::::, 0 UJ ~ (/) (/) w ...J PULVERIZED NATIVE SOIL BELOW 18" FROM FINISH GRADE NATIVE SUBGRADE 0 TREE PLANTING ENCLOSURE WALL PER ARCHITECTS PLANS 2X OUTSIDE BOX DIMENSION SET ROOTBALL 2" ABOVE FINISH GRADE ROOTBALL VINES AND IRRIGATION ARE NOT INSTALLED AT BASE OF ARCHITECTURAL WALL DUE TO FOOTING CONFLICT (TYPICAL) CONTRACTOR SHALL INSTALL (3) DRIP-LINES IN BAMBOO PLANTER. DRIP LINE SHALL MATCH EXISTING & BE INSTALLED PARALLEL TO PLANTER WALL DESIGN NOTES: 1. TOTAL PROPOSED LANDSCAPE AREA IS 725 SQUARE FEET. (PREVIOUSLY ENTITLED LANDSCAPE AREA PER APPROVED DWG #480-2L IS 725 SQUARE FEET) 2. NO TREES SHALL BE REMOVED / EXISTING PLANTING PER (DWG #480-2L) TO REMAIN (NO CHANGES) 3. ONE CANOPY TREE SHALL BE INSTALLED 4. VERTICAL SCREENING BAMBOO SHALL BE INSTALLED AROUND WALLS 5. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING IRRIGATION MAINLINE AND MAINLINE EQUIPMENT. CONTRACTOR SHALL INSTALL (3) DRIP-LINES IN BAMBOO PLANTER. DRIP LINE SHALL MATCH EXISTING & BE INSTALLED PARALLEL TO PLANTER WALL ENCLOSURE FENCE BY ARCHITECT ACCESS GATE BY ARCHITECT ELECTRICAL CHARGING STATION PADS, TYP. (3), (BY OTHERS) 0 4 8 16 0 0 C EARTH BERM FINISH GRADE SCARIFY SIDES OF PIT ;:;,,---FERTILIZER TABLETS PER SPECIFICATIONS PLANTING BACKFILL MIX PER SPECIFICATIONS _.,....f-'-"':o+--BREATHER TUBE WITH SUMP (BEYOND) SEE DETAIL THIS SHEET NOTTO SCALE ~ ...J ...J <( cc b N 2X OUTSIDE BOX DIMENSION SET ROOTBALL 2" ABOVE FINISH GRADE EARTH BERM FINISH GRADE 0 0 SCARIFY SIDES OF PIT ~ (/) en 0 w t-...J ...J 0 ~~t=~~ij:__ FERTILIZER TABLETS :3 0 UJ PULVERIZED NATIVE SOIL BELOW 18" FROM FINISH GRADE NATIVE SUBGRADE ROOTBALL 0 0 BREATHER TUBE WITH SUMP PLANT MATERIAL LEGEND TREES REFER TO DETAILS ON THIS SHEET FOR TREE PLANTING AND STAKING. I QUANTITY I SYMBOL I SIZE I BOTANICAL NAME I COMMON NAME 20 24" BOX BAMBUSA DOLICHOMERITHALIA 'GREEN STRIPE' GREEN STRIPE BLOWGUN BAMBOO PER SPECIFICATIONS PLANTING BACKFILL MIX PER SPECIFICATIONS BREATHER TUBE WITH SUMP (BEYOND) SEE DETAIL THIS SHEET NOTTO SCALE I HEIGHT I SPREAD I WUCOLS I REMARKS 8' 4' MED. ® 24" BOX ARBUTUS X 'MARINA' MARINA STRAWBERRY TREE 8' 4' LOW SHRUBS REFER TO DETAILS ON THIS SHEET FOR SHRUB PLANTING EXISTING PLANTING INCLUDING (3) ARBUTUS X 'MARINA' PER (DWG #480-2L)s · .. TO REMAIN (NO CHANGES) ' I QUANTITY I SYMBOL I SIZE I BOTANICAL NAME I COMMON NAME 54 Q'.) 5 GAL. RHAPHIOLEPIS UMBELLATA MINOR YEDDOW HAWTHORN I SPACING I ~~"d~'Th'}LK I WUCOLS I REMARKS 30" 24" MED FULL & BUSHY DI RT DIAL TOLL FREE 811 AT LEAST TWO CALIFORNIA DAYS BEFORE YOU DIG \)';~OSCAPE: ~~o LEfv414.-1~c 0 ~ I$ <o !.U1 1-.-I c., 4 0 "' --' ' <:1 J;,. '-TU"E / -4_ 7 l ./1-" ; ~}..., ""' >-4' ... -?"E: ""· ,_,,_,. o,,.+ OF CALI~ GROUNDCOVER I SYMBOL I SIZE I BOTANICAL NAME I COMMON NAME I SPACING I ~~5d~'Th'}LK I WUCOLS I REMARKS ~ FLATS DYMONDIAMARGARETAE SILVER CARPET 6" O.C. 3" LOW I::: :::::::1 BARK MULCH-FORESTFINES (3" DEPTH) EXISTING TREES, SHRUBS AND GROUNDCOVER (PROTECT IN PLACE) I QUANTITY I SYMBOL I SIZE I BOTANICAL NAME 3 EXISTING QUERCUS AGRIFOLIA EXISTING ARBUTUS 'X MARINA' I COMMON NAME I SPACING I WWd~'Th'KLK I WUCOLS I REMARKS COAST LIVE OAK V. LOW SHALL REMAIN PROTECTED IN PLACE MARINA STRAWBERRY TREE LOW SHALL REMAIN PROTECTED IN PLACE GROUNDCOVER & SHRUB PLANTING (VARIES, SEE AS·BUILT) SHALL REMAIN PROTECTED IN PLACE PLANTING NOTES: 1. ROOT BARRIER SHALL BE INSTALLED PER DETAIL ADJACENT TO ALL TREES WITHIN 8'-0" OF PAVING. 2. A 3" LAYER OF SHREADED BARK MULCH SHALL BE INSTALLED IN ALL NON 2:1 SLOPE PLANTING AREAS. MULCH SHALL BE 'FOREST MULCH' AVAILABLE AT AGRISERVICE, (760)439-9920, WWW.AGRISERVICEINC.COM 3. SOIL AMENDMENTS SHALL BE INSTALLED PER THE RECOMMENDATIONS OF THE SOILS AGRONOMY REPORT. MAINTENANCE NOTES: 1, ALL LANDSCAPE AREAS ARE CURRENTLY MAINTAINED BY THE PROPERTY OWNERS MANAGEMENT COMPANY. THE PROPOSED LANDSCAPE AREAS WILL CONTINUE TO BE MAINTAINED BY THE MANAGEMENT COMPANY - IRRIGATION NOTES: 1. EXTEND AND INSTALL DRIP IRRIGATION FROM THE EXISTING SYSTEM PER APPROVED DWG #480-2L. 2. AT BAMBOO, INSTALL (3) DRIP LINES TO MATCH EXISTING. 3. ALL IRRIGATION EQUIPMENT SHALL MATCH THE APPROVED DWG #480-2L. 4. IRRIGATION SHALL UTILIZE THE EXISTING RECYCLED WATER SYSTEM PER THE APPROVED DWG #480-2L. m~~~~~""'v"~~ --" " \ AS-BUILT NOTES: 1. THIS SHEET HAS BEEN ADDED TO THE APPROVED AS-BUILT PLANS AS A MODIFICATION MADE AFTER ~ IN,STA~LA~ION,OF :HE ORl~l=DS~APE. APPROVrD ro.R /RR/GA T/0.N Ai\/ D PLAtv T!t\JG O.NL Y, IN r-1 U 0 1 /\! r, , <.JL l,,l.J PRECISE LOCA T/01\J or PLA.N Tl.NG ARE/1. "AS oUIL T" RCr. EX 0 . JATE RcVIEWEJ BY· l~S~ECTOR DATE 04/27/15 JR lffi CONSTRUCTION CHANGE '1.\Jc. ,:; .-..i:. ~I CITY OF CARLSBAD I 5 38Ts I ---- ------- 12\ -------PLANl"NG JIVl510N 11/01/16 JR PLANTING & IRRIGATION ADJUSTED AT NEW n-~-~'-Q Mt. ANTENNA ENCLOSURE LANDSCAPE l'l!PROVLMENT PLANS fOR: 7 VIASAT -BUILDING 10 ~ ----------. -- I -SHT, ID SHEET NAME ----f------LP-01 PLANTING PLAN & DETAILS ----------------... -'~-~~~~~ Ji-th-\-,, I APPROVED: I I PLANNl~G --.---PRO.C:CT NO. · 1 DRAWING NO I DA-E II\ TIAL DATE INITIA_ ore li\lTIAL C~KD BY: JR ss : -R[VIS ON DESCRIPTION SUP 13-03 Expiratior Dute:01-31-18 DESIGNER OF WORK OTI l[R APP.""\OVA_ C'TY APPROVAL DWN BY: JR,JMH I! RVWD BY: I .. . I 480-2L