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Home My WebLink AboutDWG 485-1L; SDP 14-06; HOEHN MOTORS AUDI DEALERSHIP; 01-18DEPARTMENT OF ENVIRONMENTAL HEALTH RECYCLED WATER STANDARD PLAN NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUNOFF. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE 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 DD 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 FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/ OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES.BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULATIONS. 18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL BE CALLED OUT ON THE PLANS. 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW / CROSS-CONNECTION PROTECTION, THE RECYCLED PURVEYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT 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 FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. 25. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 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) HOEHN AUDI CARLSBAD INSPECTION PROCEDURES 1. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE: A. REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED WATER LINES (HORIZONTALLY AND VERTICALLY. B. PIPE IDENTIFICATION. C. SLEEVING AT CROSSINGS. D. APPROPRIATE MATERIALS AND MARKING, INCLUDING PROPER QUICK COUPLERS. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. SIGNAGE INSTALLED PER PLAN. B. CONTROLLER STICKERS. C. TAGGING OF VALVES D. COVERAGE TEST AFTER COMPLETION OF THE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER USE. E. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. G. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. H. CROSS-CONNECTION TEST IF REQUIRED. I. COLOR CODED, LAMINATED CHARTS INSIDE EACH CONTROLLER. 3. ANNUAL INSPECTION SHALL INCLUDE: A. A COMPLETE INSPECTION THAT WILL COVER A -I OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. AS-BUILT 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 RESPONIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. BY: JAMES J. RIDGE, LANDSCAPE ARCHITECT R.LA #2809 FIRM NAME AND ADDRESS: TELEPHONE NUMBER: REGISTRATION NUMBER: EXPIRATION DATE: OWNER NAME AND ADDRESS: TELEPHONE NUMBER: RIDGE LANDSCAPE ARCHITECTS 8841 RESEARCH DRIVE, SUITE 200 IRVINE, CA 92618 (949) 327-1323 2809 MAY 31, 2015 VIASAT 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. SIGNED \Jfr!!IJJ;ee: JAMES J. RIDGE, LANDSCAPE ARCHITECT R.LA #2809 Carlsbad, California SPECIAL NOTES A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY. INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY 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 RES UL TS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT http://www.carlsbadca.gov/services/departments/water/documents/recycledwaterbackflowtesterlist.pdf f"OR RECYCLED OR http://www.carlsbadr::a.gov/services/departrnents/waler/documents/waterbackflowtesterlist.pdf !"OR POTABLE OR CALL 438-2722. SIGNAGE NOTES I. THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" X 11" SIZE SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. GUIDELINES FOR RECYCLED WATER USE: 1. IRRIGATE BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM ONLY. WATERING OUTSIDE THE TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E. EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION. 3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS AND STREETS AND SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4", PURPLE IN COLOR, WITH THEWORDS "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. 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 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 (N, T.S,) 1 WARNING RECYCLED WATER DO NOT DRINK RECYCLED WATER S AFTER CONTACTING NOS DESPUES DE USAR .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 1" BLACK LETTERS 2" BLACK LETTERS In Order to Conserve Water .. RECYCLED WATER IN USE DO NOT ® NO TOME DRINK EL AGUA WASH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USAR 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS PACIFIC OCEAN CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT SHEET INDEX SHEET TITLE SHEET NUMBER RECYCLED WATER/ TITLE SHEET 1 HARDSCAPE PLAN 2-3 HARDSCAPE DETAILS 4-5 IRRIGATION PLAN 6 -7 IRRIGATION LEGEND 8 IRRIGATION NOTES 9 IRRIGATION CALCULATIONS 10 IRRIGATION DETAILS 11 -14 PLANTING PLAN 15 -16 PLANTING DETAILS 17 AGRONOMIC SOILS REPORT 18 LANDSCAPE SPECIFICATIONS PROVIDED IN SEPARATE BOOKLET PROJECT SITE PALOMAR VICINITY MAP SCALE: NOT TO SCALE N EB NOTE• IRRIGATION SYSTEMS WILL BE CONNECTED TO A POTABLE WATER SOURCE BUT ARE DESIGNED FOR THE USE OF RECYCLED WATER WHEN IT BECOMES AVAILABLE IN THE FUTURE CROSSOVER OF RCW AND PW MAIN, SLEEVED PER NOTE 17 PROJECT MAP SCALE: ,. = 80' 0 C\I Cl) I ~ I 0 C\I I PROJECT MAP LEGEND SYMBOL -----PW---- _,_,_,_,_,_ RW _,_,_,_,_ 1/. ,,,, //,,,,, ,,,,,/--~ ~~L,L, ~~Nosc_;~~~D ~~~~~ III * 1:8:1 EEi 1/i,;1 DESCRIPTION POTABLE WATER SYSTEM PROPOSED IRRIGATION SYSTEM MAINLINE AREA OF RECYCLED WATER USE IRRIGATION WATER METER "DO NOT DRINK" RECYCLED WATER SIGNS INSTALLED AT TIME OF RECYCLED WATER CONVERSION BUILDING POTABLE WATER METER POTABLE R/P BACKFLOW PREVENTOR DOUBLE CHECK DETECTOR ASSEMBLY ... : : ::::: i/?~/~~).> ·:· ·:: ::. ·:: ::. ·. ·: ::: ::. ·: :: :::::,: <· :: .. :: ::: ·:. ·. ·. ·::. ·:. . ... s~~,J,t)E!;;JS 2, 6, 15 .. · .. · .. · .. : .. :.·.··.· .. SHEETS 3, 7, 16 ·. ·· · ... .. ....................... . KEYMAP NOT TO SCALE 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. CITY OF CARLSBAD PLANNING DMSION CARLSBAD MUNICIPAL WATER DISTRICT/4-/ 7fl[dr,llal/4___ q c?//J DISTRICT ENGINEER DATE COUNTY OF SAN DIEGO Department of Environmental Health -Land Use Division GLENN LEEKS Environmental Land Use Specialist Ill WARE MALCOMB Leading Design for Commercial Real Estate an.:hiteduce planning inteciocs graphics .':lite development 6363 gceenwich dr. ste. 175 san diego. califocnia 92122 p 858.638.7277 f 858.638.7506 R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive 5uite 200 Irvine, CA 92618 Tel 949 387 1323 www.ridgcla.com ",ti• ' I , L.A. EXP. REVIEWED BY: INSPECTOR DATE OATE TITLE SHEET HOEHN AUDI CARLSBAD 5425 PASEO DEL NORTE >-----+--+-------+------< ~1 4 Ul~-C I APPROVED u,-/ ( <-/-1', ,::, f---+--+-----------------t---, PLANNING ~==:::::;::,A,==:::;,:::=====~;=========== DWN BY-~6 ~--PROJECT NO. CHKD ey __ R_S __ _ FIELD BY SOP 14-06 DATE BY DESCRIPTION APP'D REVISIONS DATE 11 DRAWING NO. 485-1 L L , I I i ,; i >-~ "-0 ,- c'i " ~ c'i " ~ " "' i!c e !5 a: .. "' ~ g < " ii! il "-0 w " " 0 z w i!c 0 ,- ,- Ii :, 0 0: "' w "' ~ :;I ili >-" ~ ! >-~ i,; .. ~ w i!' i! 8 0: a: !!I w "' ~ ili 0 ~ "' z 0 .. c'i " i5 0 ~ " "' lji 0 w " c'i 0 w " ii! .. ~ ::I < ili "' i! ., z w " i5 ~ I m [ :;I '• " ' I F 3E ,- c'i " w w Pi < >-"' ,-.. w " l:l iii i 0: w s >-~ i! ~ :, w "' ,- 0 z :I < ili 0 z < "' ~ ~ " I b ,- I ~ " 0 ~ 1:: ffi .. 0 if w jE w ~ "' i! " < " 0: " w IJ, 0 z < ~. !E < 0: 0 m i!c .-:;~:t'"· . ii I I I 11 If I. ' I I I 1 I ' I I PA ,.,-:X .. '--+~D /"' ,A _,~---~-- C /' : i \ -------··-. -'"=,~~- PA " :-:-:.:-:-::::~)'.~\:~:;.-: :: : :. . ·:: :: : : ::.-: .... ->··j}i0:SHEFJS 2 6 15 ··········:··· SHEETS 3, 7, 16 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ················ ..... ····· .................. . KEYMAP NOT TO SCALE .. . I .... .. . I .... .... I .... .. . I"" .... I ~ , .. :. I·::: . . . . .. -;;~L;;:{:::. ~ :~ • I ... , ·7· .. ·r ... ·.r::: ',-j,. ... , .. --····.-~ -;, ·:.•.•' .. --;'.·:•: .. -: ···.-'._······.· . ··.:· .. :.-.*.·'""· --·-···-···----·--···-·,--··7· ~ ...... __ l PA ~ ~ TYP. PROPOSED BUILDING PA PA -----191-- ;·"C'"""'.••••••e•m.,,, ~ P7 9 PA PA ::--------_ I PA I I I I I I I I I L _____ ;i I f I : I .. -. .::.:····--. - ~------~ '-PA-.. PA L PA " CAUTIUN: II-THI~ ~HEET I~ NUT L4"xJti" i'r I~ A K.c.DUCED PK.INT . ·"' ENLARGEMENT PLAN CONSTRUCTION LEGEND SYMBOL DESCRIPTION DETAIL· SHEET 0 CONSTRUCT PEDESTRIAN RATED CONCRETE PAVING B · Sht. 4 ® CONSTRUCT VEHICULAR RATED CONCRETE PAVING B-Sht.4 ® CONSTRUCT HIDDEN EXPANSION JOINT A-Sht. 4 0 CONSTRUCT SAWCUT CONTRACTION JOINT A-Shi. 4 © CONSTRUCT EXPANSION JOINT A-Sht.4 © CONSTRUCT TOOLED CONTRACTION JOINT A-Sht. 4 (j) FURNISH AND INSTALL VEHICULAR RATED INTERLOCKING E · Shi. 4 CONCRETE PAVERS ® CONSTRUCT P.I.P. CONCRETE BAND AT PAVER PERIMETER E -Sht. 4 ® FURNISH AND INSTALL VEHICULAR RATED PERMEABLE E-Sht. 4 INTERLOCKING CONCRETE PAVERS @ FURNISH AND INSTALL PRE-CAST CONCRETE TRUNCATED F-Sl1t.¢ DOME PAVERS @-Ci'.iNSTRUCT ISOLATION JOINT A -Sht. 4 @ CONSTRUCT P.I.P. CONCRETE MOW CURB G -Sht. 5 @ CONSTRUCT CONCRETE PAVING AT BACK OF CURB C-Sht.4 CONNECTION @ CONSTRUCT NEW TO EXISTING PAVING CONNECTION A-Shi. 4 @ CONSTRUCT ACCESSIBLE CURB CUT RAMP D-Sht.4 THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY. © CONCRETE CURB/GUTTER PER CIVIL ENGINEER'S SHEETS ® 0" CURB FACE AND/OR CURB RAMP PER CIVIL ENGINEER'S SHEET © ASPHALT PAVING PER CIVIL ENGINEER'S SHEETS ® PARKING STRIPING PER ARCHITECT'S SHEETS © HC RAMP PER CIVIL ENGINEER'S SHEETS ® SIGNAGE PER ARCHITECT'S SHEETS @ UTILITIES PER CIVIL ENGINEER'S SHEETS ® BIO-RETENTION AREA PER CIVIL ENGINEER'S PLANS 0 DRAINAGE STRUCTURE PER CIVIL ENGINEER'S SHEETS 0 VERTICAL TRELLIS ELEMENT PER ARCHITECT'S SHEETS ,., F I,! 13 ii: .. I " ,., i i!l ~ oi COLOR AND FINISH SCHEDULE SYMBOL KEY PAVING & WALLS I rn ~ EII] §] ~ ~ ~ DESCRIPTION INTERLOCKING CONCRETE PAVERS ENHANCED CONCRETE PAVING· BANDS WALKWAY PAVING ENHANCED CONCRETE PAVING· TYPE 1 ENHANCED CONCRETE PAVING· TYPE 2 TRUNCATED DOME CONCRETE PAVERS PERMEABLE INTERLOCKING CONCRETE PAVERS EDGING SCHEDULE SYMBOL KEY DESCRIPTION ~ ~ 6" WIDE P LP CONCRETE MOW CURB FOR HARDSCAPE NOTES, SEE SHEET 3. MANUFACTURER BELGARD SETH SEATON (909) 754-2542 -- DAVIS COLOR (800) 365-4848 WAUSAU TILE BELGARD SETH SEATON (909) 754-2542 MANUFACTURER -- COLOR GRAPHITE/ TRUFFLE/ SUEDE MIX NATURAL GRAY NATURAL GRAY NONE DARK GRAY #860 · LIQUID DOSE 6 LBS. CHARCOAL 100% GRAPHITE FINISH/ PATTERN MODULI NE SERIES 3X12, GROUND FACE / RUNNING BOND TOPCAST05 MEDIUM BROOM PERPENDICULAR TO PAVING EDGE TOPCAST05 TOPCAST 05 ADA AQUA ROG PAVER, 4½X9/RUNNING BOND COMMENTS VEHICULAR THICKNESS (101.6mm) JOINTS: SAWCUT & HIDDEN EXPANSION JOINTS: TOOLED & EXPANSION JOINTS: SAWCUT & HIDDEN EXPANSION JOINTS: SAWCUT & HIDDEN EXPANSION 12 X 12 PRODUCT COLOR FINISH COMMENTS PROVIDE SAWCUT JOINTS NATURAL SMOOTH HARD +/-10' O.C. -SEE -· GRAY TROWEL FINISH DETAIL FOR ADDITIONAL INFORMATION 6 z --------------------------~ Ii Ile APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~ ~ r--------------r---------------,--------:::::::::_-_:-,-----.. -AiiiiiiiiSiiiiiiiii-.;B.;··u-;,,;,··:;;;,-·l·;,;;;L;,;;;T";;,;;;;,;._;-;... _ _,.. __________________ ~I !!!!SH!!!!EET2!!!!!!!!~1~1 !!!!!!!!!!!!!!!!c!!!!,~!!!!!!!!!!!!o!!!!Nf!!!!N!!!!f!!!!~!!!!~!!!!~!!!!s!!!!.g!!!!:!!!!!!!!0!!!!!!!!~1~1 SH!!!!!!!!EET81!!!!8 di ~ ... /:: REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, 2: ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO 0 10 20 40 60 SCALE AND NORTH llTARE MALCOMB IMPLEMENTATIONINFIELD. : VV; ~ HARDSCAPE PLAN " Leading Design for Commercial Real Estate ~<,,~ ~'om DATE HOEHN AUDI C.'ARLSBAD '4(,,/flj!P 'a ~AIM DDS c ~ p ~ L.A. ----EXP. 5425 PASEO DEL NOR TE architecture planning interiors graphics site development 6363 green w ich dr. ste. 175 t1an diego. culiforniu 92122 p 858.638.7277 I 858.638.7506 03/18/15 A RC H IT EC TS (Da1e) 05/31/15 t I I I 8841 Research Drive Suite "00 Irvine, CA 92618 Tel 949 387 1323 wwwJidgela.com i 'I 11 'I ,, REVIEWED BY: DATE BY DESCRIPTION INSPECTOR DATE REVISIONS APPROVED /tt:d:,( ~-~lJt 4 · "'-1-I'S' PLANNING DATE DWN BY LA PROJECT NO. 11 DRAWING NO. APP'D RS CHKD BY SOP 14-06 485-1 L FIELD BY •, -•1 ,-I 011,,,,,1~ ""'Ill Hi ii I \ HARDSCAPE NOTES A VISIT THE SITE PRIOR TO SUBMITTING BIDS. B. SUBMIT A UNIT COST FOR IMPORT SOIL IN-PLACE AND BE COMPLETELY AWARE OF THE AMOUNT OF SOIL NECESSARY TO REACH THE SATISFACTORY GROUND LEVEL. C. VERIFY ALL PROPERTY LINES OR OTHER LIMIT OF WORK LINES PRIOR TO COMMENCING WORK. D. REPAIR OR REPLACE ANY DAMAGE TO ADJACENT PROPERTIES, CURBS, WALKS, PLANTING, WALLS, ETC. AT NO ADDITIONAL COST TO THE OWNER. E. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. F. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. G. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY THE OWNER IMMEDIATELY IF DAMAGE OCCURS AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT. H. COMPLY WITH ALL PROVISIONS OF THE LATEST BUILDING CODE, AMERICANS WITH DISABILITIES ACT OF 1991, AND WITH OTHER CURRENT RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF THE WORK. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICTS BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS. I. LOCATIONS OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC., ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. J. VERIFY ALL PAVING AND HARDSCAPE CONSTRUCTION DRAWINGS WITH SOIL ENGINEER'S REPORT WITH REGARD TO BASE PREPARATION AND FOOTING REQUIREMENTS. NOTIFY THE OWNER IMMEDIATELY IF SOILS REPORT RECOMMENDATIONS DIFFER FROM DRAWINGS. THE SOILS REPORT RECOMMENDATIONS, IF MORE STRINGENT THAN THE DRAWINGS, SHALL TAKE PRECEDENCE. K. BE RESPONSIBLE FOR COORDINATION BETWEEN SUBCONTRACTORS FOR PROPER AND TIMELY PLACEMENT OF SLEEVING, PIPING AND I OR CONDUIT INSTALLATION UNDER OR THROUGH LANDSCAPE ELEMENTS. L. LANDSCAPE LIGHT FIXTURE LOCATIONS AS INDICATED ON THESE PLANS ARE APPROXIMATE. FINAL LOCATION TO BE VERIFIED BY LANDSCAPE ARCHITECT ON SITE. M. DO NOT SCALE DRAWINGS. N. PROVIDE A REPRESENTATIVE SAMPLE OF EACH PAINTED OR STAINED ELEMENT TO THE OWNER FOR REVIEW AND APPROVAL PRIOR TO APPLYING FINISH. REFER TO DETAILS AND SPECIFICATIONS FOR SPECIFIC SUBMITTAL REQUIREMENTS. 0. PROVIDE A 4'X4' SAMPLE OF EACH PAVING TYPE IN LOCATION SPECIFIED BY THE OWNER'S AUTHORIZED REPRESENTATIVE FOR REVIEW AND APPROVAL BY THE OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. REFER TO SPECIFICATIONS. P. q R. s. T. U. V. W. X. WHERE PAVING AND FINISH GRADE MEET, DEPRESS FINISH GRADE 1" IN TURF AREAS AND 1-1/2" IN GROUND COVER I SHRUB AREAS, UNLESS OTHERWISE INDICATED. PROJECT WALKS SHALL NOT EXCEED A SLOPE OF 20:1 (5% GRADIENT) UNLESS OTHERWISE INDICATED. HANDICAP RAMPS SHALL NOT EXCEED 12:1 OR 8.33%. PLANTER AREAS SHALL NOT EXCEED 2:1 SLOPE UNLESS OTHERWISE INDICATED. HOLD FINISH GRADE A MINIMUM OF 6" BELOW FINISH FLOOR, UNLESS OTHERWISE INDICATED. CONSTRUCT ALL CURVE TO CURVE AND CURVE TO TANGENT LINES TO BE NEAT, TRIM, SMOOTH AND UNIFORM. CONSTRUCT ALL CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI@ 28 DAYS, UNLESS OTHERWISE INDICATED. ALL CONCRETE PAVING BANDS AND CONCRETE CAPS SHALL HAVE CONTROL JOINTS AT 5'-0" ON CENTER MAXIMUM UNLESS NOTED OTHERWISE ON THE PLANS. PROVIDE THE OWNER WITH ALL WARRANTIES, GUARANTEES, AND INSTRUCTION MANUALS FOR EQUIPMENT, APPLIANCES, FIXTURES, ETC. AS DESCRIBED IN THE SPECIFICATIONS. I I I I I I I I I~ I ---------------I PA fJ E1 12 I \ I PA PA \/ CAU I IUN: It-I Hl::i ::iHl::.1::.I l::i NU I L4"X:.:Sb" 11 l::i A Kl::.UUCl::.U f-JKIN I ENLARGEMENT PLAN CONSTRUCTION LEGEND SYMBOL DESCRIPTION DETAIL - SHEET G) CONSTRUCT PEDESTRIAN RATED CONCRETE PAVING B -Sht. 4 ® CONSTRUCT VEHICULAR RATED CONCRETE PAVING B -Sht. 4 @ CONSTRUCT HIDDEN EXPANSION JOINT A-Sht. 4 G) CONSTRUCT SAWCUT CONTRACTION JOINT A-Sht. 4 ® CONSTRUCT EXPANSION JOINT A-Sht. 4 ® CONSTRUCT TOOLED CONTRACTION JOINT A-Sht. 4 0 FURNISH AND INSTALL VEHICULAR RATED INTERLOCKING E -Sht. 4 CONCRETE PAVERS ® CONSTRUCT P.I.P. CONCRETE BAND AT PAVER PERIMETER E-Sht. 4 ® FURNISH AND INSTALL VEHICULAR RATED PERMEABLE E -Sht. 4 INTERLOCKING CONCRETE PAVERS @ FURNISH AND INSTALL PRE-CAST CONCRETE TRUNCATED F-Sht.4 DOME PAVERS @ CONSTRUCT ISOLATION JOINT A-Sht. 4 @) CONSTRUCT P.I.P. CONCRETE MOW CURB G-Shl.5 @ CONSTRUCT CONCRETE PAVING AT BACK OF CURB C-Sht.4 CONNECTION @ CONSTRUCT NEW TO EXISTING PAVING CONNECTION A-Sht. 4 @ CONSTRUCT ACCESSIBLE CURB CUT RAMP D -Sht. 4 THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY. @ CONCRETE CURB/GUTTER PER CIVIL ENGINEER'S SHEETS ® O" CURB FACE AND/OR CURB RAMP PER CIVIL ENGINEER'S SHEET © ASPHALT PAVING PER CIVIL ENGINEER'S SHEETS @ PARKING STRIPING PER ARCHITECT'S SHEETS ® HG RAMP PER CIVIL ENGINEER'S SHEETS ® SIGNAGE PER ARCHITECT'S SHEETS © UTILITIES PER CIVIL ENGINEER'S SHEETS ® BIO-RETENTION AREA PER CIVIL ENGINEER'S PLANS 0 DRAINAGE STRUCTURE PER CIVIL ENGINEER'S SHEETS 0 VERTICAL TRELLIS ELEMENT PER ARCHITECT'S SHEETS COLOR AND FINISH SCHEDULE SYMBOL KEY DESCRIPTION MANUFACTURER COLOR FINISH/ PATTERN COMMENTS PAVING & WALLS ,c··-~ INTERLOCKING BELGARD GRAPHITE I MODULINE SERIES VEHICULAR CONCRETE PAVERS SETH SEATON TRUFFLE/ 3X12, GROUND FACE THICKNESS (909) 754-2542 SUEDE MIX / RUNNING BOND (101.6mm) BJ ~ ENHANCED CONCRETE NATURAL JOINTS: PAVING -BANDS --GRAY TOPCAST05 SAWCUT & HIDDEN 'EXPANSION ~ ~ NATURAL MEDIUM BROOM JOINTS: WALKWAY PAVING --GRAY PERPENDICULAR TO TOOLED & PAVING EDGE EXPANSION E2] ~ ENHANCED CONCRETE JOINTS: PAVING -TYPE 1 --NONE TOPCAST05 SAWCUT & HIDDEN EXPANSION -~ ENHANCED CONCRETE DAVIS COLOR DARK GRAY JOINTS: PAVING -TYPE 2 (800) 365-4848 #860 -LIOU ID TOPCAST05 SAWCUT & HIDDEN DOSE 6 LBS. EXPANSION 1i~l!~l~lrni~~~ ~ TRUNCATED DOME WAUSAU TILE CHARCOAL ADA 12 X 12 CONCRETE PAVERS PERMEABLE BELGARD AQUA ROG PAVER, ' ~ 100% ·, INTERLOCKING SETH SEATON GRAPHITE 4 ½ X 9 / RUNNING --• CONCRETE PAVERS (909) 754-2542 BOND EDGING SCHEDULE SYMBOL KEY DESCRIPTION MANUFACTURER PRODUCT COLOR FINISH COMMENTS PROVIDE 15 >-0 z 1 0 ~ " ~~ ~ I . _L -------···-I SAWCUT JOINTS ~ ~ 6" WIDE P.1.P CONCRETE NATURAL SMOOTH HARD +/-10' 0.C. -SEE MOW CURB ----GRAY TROWEL FINISH DETAIL FOR ADDITIONAL INFORMATION ------'------__ .. , __ ... --· ·-. 15 ------· ~-------------------------1 >- I---------__ -----1~, .. I' IRRl~:~~~V~~:y~~:~~;II~~ ~~~CISE ! --·· --,--/. -------LOCATION OF PLANTING AREAS. i r------~~~:~------r1t::::1~····=-=-=···=~·~~~~~i---r------~-~----~-·--------~-:-:-~~~~~~~:::~r---~-~A~S~-~B=u~;IL~:l:"~---riR:E:V:IS:10:N:S~M:u:s;T:BE:AP~P:R:o:v:ED~B:Y~P;U:B:Ll:C:H:EA:L~T:H:E:N;Gl:N:EE:R~.---tr1~a:H~EET3~7r11--cc~1TYP~LAN~(O)NF~.N~~~AD~RIV~L~l8sslO:e~NA~DD-71fil~~EET8~18~711 .. i ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO . "' . WARE MALCOMB IMPLEMENTATIONINFIELD. HARDSCAPE PLAN : 0 10 20 40 60 KEYMAP NOT TO SCALE I)~ ~ Leading Design for Commercial Real Estate '(;,ef;~I,~ ~'am DATE HOEHN AUDI CARLSBAD ~ ~-~~ '8 ~AINDDSC~ p~ L.A. EXP, 5425 PASEO DEL NORTE ~ architecture plarming interiors gruphics site development 6363 greenwich dr. ste. 1.75 ~cm diego. clliifornitl 92122 p 858.638.7277 f 858.638.7506 03/18/15 ARCHITECTS ~ (Doto 05/31/15 REVIEWED BY: !i! 8841 Research Drive -< APPROVED I~ 4-hl~4 c,t "1 ·1'? 5~~200 ~ Irvine, CA 92618 I ~ Tel 949 387 1323 DATE BY DESCRIPTION - www.ridgela.com 0 PLANNING DATE OWN BY LA PllOJECT NO. DRAWING NO. APP'D RS CHKD BY SDP 14-06 485-1 L SCALE AND NORTH INSPECTOR DATE REVISIONS ~ FIELD BY L---------------------L--.;;.;;,;,~~~,;.;.;,;;.;.;__..L __________ .J.. ________ :::,...J.... _________ J_ ____ ~==:....----_!,;;~~~~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~~;;;;;;;;;;;;;;;;;;;;~i= I• ' ' i; ' ' I I, 3 ' ~ ,_ ,_ • 0 LEGEND: 13 5 . <l <I . 6 2 <l 1. 80 MIL. PRE-CAST CONCRETE PAVER -SEE HARDSCAPE PLAN FOR MAKE AND SUPPLIER. 2. SINGLE CONTINUOUS LAYER OF MIRAFI FW402 UNDER CONCRETE PAVER AREA. 3. FINISH GRADE. 4. k" RADIUS ON EDGES. 12 11 ' ,_ 11-I 5. CONTINUOUS CONCRETE BAND ALONG PERIMETER PAVERS AT PLANTER AREA-SEE HARDSCAPE SHEET FOR COLOR AND FINISH. 6. (2) #3 BARS CONTINUOUS CENTERED IN SLAB WITH #3 TIES 24" O.C .. ALTERNATE DIRECTION EACH TIE. 7. 90% COMPACTED SU BG RADE -VERIFY AND COMPLY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT. 8. 1" BEDDING COURSE OF SHARP NORMAL WEIGHT SCREENING SAND. 9. t" MAXIMUM SAND FILLED JOINT. 10. MINIMUM 12" THICK LAYER OF CLASS II AGGREGATE BASE, MOISTURE CONDITIONED 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_ ¾" RADIUS. 13. WIDTH VARIES: 12" WIDE AT STANDARD PAVERS AND 6" AT PERMEABLE PAVERS. 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. VEHICULAR RATED PRE-CAST CONCRETE PAVERS SCALE: 1 t" = 1 '-0" 5 ~· 8 }--+-IJ---'/'C.,...,---'---,-'-r-cl--l 3 LEGEND: 1. ACCESSIBLE PRECAST TRUNCATED DOME PAVER -SEE CONSTRUCTION PLAN FOR COLOR AND SUPPLIER. 2. 3. 4. 5. 6. 7. 8. 9, 1" TO 1-1/2" MORTAR SETTING BED W/ WELDED WIRE MESH, W6xW6. CONCRETE SUB-SLAB. 90% COMPACTED BASE MATERIAL AND SUBGRADE -VERIFY WITH REQUl~EMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT. ADJACENT CONCRETE PAVING -SEE CONSTRUCTION PLAN FOR COLOR AND FINISH. SMOOTH DOWELS 30" O.C .. REBAR SIZE AND SPACING TO MATCH ADJACENT PAVING. PROVIDE THICKENED EDGE AT PAVING. 1/8" WIDE GROUT JOINT AT EDGE -CONFIRM PAVING CUT-OUT SIZE WITH BUTT-JOINTED PAVERS BEFORE POURING CONCRETE. GROUT COLOR TO MATCH PAVERS. 10. O" CONCRETE CURB -SEE CIVIL PLANS. NOTES: A. ENSURE THAT TRUNCATED DOME "SLIVERS" ARE EQUAL SIZE ON ALL SIDES. B. PROVIDE BUTT JOINTS BETWEEN PAVERS WITHIN FIELD. C. CLEAN AND SEAL PAVERS/GROUT WITH APPROVED CLEAR PENETRATING SEALER. PRE-CAST CONCRETE TRUNCATED DOME PAVERS SCALE: 1 f" = 1 '-0" 0 10 20 40 60 4 3 2 <] <l <] <] <l 3" <fJ ii ,d<I ii <] ,d LEGEND: 1. CONCRETE PAVING 2. COLD JOINT -PROVIDE 1/8" "CARPET EDGE" RADIUS ON PAVING EDGE. 3. #4 X 18" LONG SMOOTH STEEL DOWELS AT 24" O.C. DRILLED AND EPOXIED WITH SIMPSON "SET 22" EPOXY INTO CONCRETE CURB 3" EMBED. 4. 90% COMPACTED SUBGRADE -VERIFY AND COMPLY WITH GEOTECHNICAL SOILS REPORT. 5. CONCRETE CURB. CAUTION: II-THl::S ::SHEET l::S NUT L4"XJ!j'' IT l::S A K.EOUCED PK.INT 4 <l ----....s:J------~ ==I == == == = ==I I l==I I l==I I l==I I l==I SAWCUT CONTRACTION JOINT: 4 ----d--. <] ------==I I l==I I l==I I l==I I l==I TOOLED CONTRACTION JOINT: 4 . <l ----POUR "B'' ~111 111==111==1 I l==I EXPANSION JOINT: LEGEND: 1. CONCRETE PAVING -SEE HARDSCAPE SHEETS FOR COLOR AND FINISH. 2. 3/16" WIDE SAWCUT CONTRACTION JOINT -CUT TO 1/4 DEPTH OF SLAB. PROVIDE TIGHT "CARPET EDGE" RADIUS ON EDGE OF PAVING BEFORE SAWCUTTING. 3. PLASTIC "SPEED DOWEL" WITH SMOOTH STEEL DOWELS AT 24" O.C. 4. REBAR -SEE DETAIL "B", THIS SHEET. 5. i" RADIUS. 6. JOINT FILLER -SEE SPECIFICATIONS. 7. BACKER ROD -SEE SPECIFICATIONS. 8. 2-PART COLORED POLYURETHANE SEALANT -SEE SPECIFICATIONS. APPLY SILICA #30 SAND TO SURFACE OF SEALANT WHILE STILL TACKY AT ISOLATION JOINT ONLY. 9. ¾" THICK POLYFOAM EXPANSION MATERIAL -SPRAY GLUE TO SIDE OF POUR "A". 10. FIXED VERTICAL EDGE, I.E. WALL, COLUMN, THRESHOLD, STEPS, OR CURB. 11. NEW CONCRETE PAVING -FLUSH WITH EXISTING CONCRETE PAVING. 12. COLD JOINT WITH i' TOOLED EDGE. 13. #4x18" LONG SMOOTH STEEL DOWELS AT 30" O.C. DRILLED AND EPOXIED WITH SIMPSON "SET 22" EPOXY INTO EXISTING CONCRETE PAVING -MIN. 3" EMBED. 14. EXISTING CONCRETE PAVING. 15. CONTRACTION JOINT WITH TOOLED 1/4" RADIUS AT EDGES AND 1/4 DEPTH OF SLAB. NOTES: CONCRETE PAVING AT CURB CONNECTION SCALE: 3" = 1 '-0" A. ENSURE THAT NO CONCRETE SLURRY STAINS BOND WITH EXISTING PAVING -USE PIERI "FACE-OFF", OR SIMILAR PRODUCT, TO ELIMINATE SLURRY STAINS ON ADJACENT SURFACES. 1' k 6.25' k 5' , ___,.._-_,_~ + /-l PLAN VIEW: 6" 5 ' --1 =IT , m= SECTION VIEW -N.T.S: LEGEND: 8 2% MAX. 1. CONCRETE PAVING -SEE DETAIL B, 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. 1 6. TOOLED WARNING GROOVES -SEE TO ENLARGEMENT THIS DETAIL. 7. 90% COMPACTED BASE MATERIAL AND SU BG RADE -VERIFY AND COMPLY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT. 8. PRE-CAST CONCRETE TRUNCATED DOME PAVERS -SEE DETAIL #E, SHEET L2.1. 9. HANDICAP SIGN AT EACH ACCESSIBLE STALL PER ARCHITECTURE PLANS. SIGN TO BE CENTERED ON STALL AND LOCATED AS CLOSE TO CURB AS POSSIBLE WITHOUT IMPEDING ON CAR OVERHANG AREA OR 4' CLEAR PATH OF TRAVEL. 10. 4'-0" MINIMUM CLEAR WITHOUT CAR OVERHANG -SEE HARDS CAPE SHEETS. 0,, 0 ACCESSIBLE CURB CUT RAMP LAYOUT WARE MALCOMB Leading Design for Commercial Real Estate architecture plarming interiurs graphics site development 6363 greenwich ctr. ste. 175 san diego. califorrtia 92122 p 858.638.7277 f 858.638.7506 R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Ll PLAN VIEW: • VISUAL WARNING GROOVES SECTION -N.T.S.: TYPICAL CURB RAMP CONDITIONS "AS-BUILT" L.A. ______ EXP. REVIEWED BY: POUR "A" POUR "B" I========= ==I I l==I I l==I I 1==111==1 HIDDEN EXPANSION JOINT: 1 4 ISOLATION JOINT: 11 13 12 14 <] NEW ~ ~ ==111==1 I l==I I l==I I l==I l "' ~ NEW TO EXISTING PAVING CONNECTION: i5 ~,-~--------------------------------------------,~ A CONCRETE PAVING JOINTS SCALE: 1 f" = 1 '-0" ~ ~""'-----------------------------------11 MIN. LEGEND: 1. CONCRETE PAVING -SEE HARDSCAPE SHEETS FOR COLOR AND FINISH. 2. PAVING THICKNESS: PEDESTRIAN: 4" VEHICULAR. 6" 3. REINFORCING AT PAVING: PEDESTRIAN PAVING: #3 BARS AT 24" O.C. BOTH WAY, CENTER IN SLAB. VEHICULAR PAVING: #4 BARS AT 18" O.C. BOTH WAYS, CENTER IN SLAB 4. FINISH GRADE. 5. 90% COMPACTED SUBGRADE -VERIFY AND COMPLY CONCRETE PAVING WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT. 6. 1/4" TOOLED RADIUS. NOTES: A. PAVING THICKNESS, BASE PREPARATION, AND REINFORCING ARE SHOWN FOR BID PURPOSES ONLY. VERIFY AND COMPLY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT. B. PROVIDE MOCK-UP PER SPECIFICATIONS. C. SEAL EXPOSED PORTIONS OF CONCRETE PAVING PER SPECIFICATIONS. SCALE: 1 t" = 1 '-0" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE , SCALE: i" = 1 '-0" LOCATION OF PLANTING AREAS. DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DIVISION HARDSCAPE DETAILS HOEHN AUDI CARLSBAD 5425 PASEO DEL NORTE APPROVED /-ttd\ 6t-f::H.'..,-fr '-I -"'t ' 1.:; Suite 200 1l PLANNING DATE Irvine, CA 92618 ! lei 949 387 1323 DATE BY DESCRIPTION c OWN BY LA PROJECT NO. DRAWING NO. APP'D RS CHKD BY www.ridgela.com »I L--------------------------------..JL. __ ,:s:c;:A:::L:E;.,:A:::N::D~N:;:;o::R;:,T,:_::H:,_ __ l. _________________ J... _______ _:=====::...J~1N~sp~[~cT~o~R--------..:,0A~T~E __ J.. _______ _::R:EV~•:s:•~o::N:s:_ _______ .J.~~~~~~~;;;;;;;;;;;;;;;;;;;;;;;;;,,;;;;;;;;;;;;;;;;;;;;;;;;;~ ~ 11 FIELD BY SOP 14-06 485-1 L I I I ' I ' ---------------~-- CAUTION: It-THI::; ::;HEET 1::; NUT L4"xJl:i" IT 1::; A KEOUCEO PK.INT • 6" ~ ', ,'1/. 3 1 , - ~~ . ~ ' I I I 1. I 6 4 · I I I -' 4 ' " " -I I ' ·' I ' " 4 <o ~ • <' " ' " d -- " . '. 2 ,. ---- ' ' -• . ' . . - ' - -5 I I I I I I I I I 1~ LEGEND: 1. FINISH GRADE OF SHRUB AREA. 2. CONCRETE MOWCURB -SEE HARDSCAPE PLAN FOR COLOR AND FINISH. 3. 1/4" RADIUS ON EDGES. 4. #4 REBAR CONTINUOUS CENTERED IN CURB. 5. 90% COMPACTED SU BG RADE -VERIFY AND COMPLY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT. 6. FINISH GRADE AT TURF/D.G. AREA PROVIDE 1" GRADE DROP AT TURF AREA AND 111 4 MAX. GRADE DROP BETWEEN TOP OF CURB AND FINISH SURFACE OF DECOMPOSED GRANITE. NOTES: A. PROVIDE 1/8" WIDE X 1 1/2" DEEP SAWCUT CONTRACTION JOINTS AT 10' O.C. AND AT CHANGES OF DIRECTION. " t,! ~-:----------------------------------------------1· ., (G) P.I.P. CONCRETE MOW CURB SCALE3"=1'-0" ~ a...;::,...::;. _____________________________________ ---IF i5 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS . "' i!i ., i:'i " " • ----------.-------------,----------------_ -_ ---~--,-------------,----------------~'!!!!!!!!!'!!!!!!!!!!i":!!!!'!!!!!!!!!'!!!!!!!!!'!!!!!!!!!'!!!!!!!!!'!!!!!!!!!'!!!!!!!!!'!!!!!!!!!'!!!!!!!!!'!!!!!!!!!!!!\"!!!!'!!!!!!!!!~ ~ "AS-BU I LT" REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, 1 •HEET5 11 CITYPLANONFINGCADRIVLISSIOBNAD I I ~-18 I ~ 0 10 20 40 60 WARE MALCOMB Leading Design for Commercial Real Estate architecture plann.irLg interiors graphics site development 6363 greenwich dr. ste. 175 sun diego. californi.a 92122 p 858.638.7277 f 858.638.7506 \ (Doto) / )!).\. 05/31/15 /., Sr. ""-.jExp. Dcrlt).7 Y._(" •hi\ --..c C R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive L.A. -----EXP. REVIEWED BY: DATE ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO _ _ - IMPLEMENTATION IN FIELD. ~ DATE BY DESCRIPTION APP'D HARDSCAPE DETAILS HOEHN AUDI C.'ARLSBAD 5425 PASEO DEL NORTE APPROVED /'0J_,,~ C:r-f:\ \-oir '1" · 9,.1,:; PLANNING DATE OWN BY LA PROJECT NO. DRAWING NO. RS Suite 200 Irvine, CA 92618 Tel 9493871323 www.ridgela.com ._ _______________________________ ..., ___ s_c_A_L_E_A_N_o_N_o_R_T_H ___ .1. ________________ J.. ______________ .J._1N_s_PE-cT_a_R ---------DA_T_E __ J... _______ ,:R::EV::,;•:s:10::::;N:s:_ _______ J,;~~~~~~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;,,;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;.I ~ I 11 I CHKD BY FIELD BY SOP 14-06 485-1 L ·i ·:' • IO I .... • (0 • I .,., CONSTRUCT CONTINUOUS CONCRETE MOW CURB AT PROPERTY LINE, AS REQUIRED, TO PROVIDE PHYSICAL >•1---1SEPARATION BETWEEN ON-SITE RECYCLED WATER SYSTEM ··-. AND EXISTING WATER SYSTEM ON ADJACENT PROPERTY. REFER TO SHEETS 2 & 3 FDR ADDITIONAL INFORMATION. TREE BUBBLERS AND LATERAL LINES ARE SHOWN OUTSIDE THE LIMIT-OF-WORK FOR DRAWING CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER ALIGNED WITH TREES. FOR IRRIGATION LEGEND AND CALCULATIONS -SEE SHEET 8 FOR IRRIGATION NOTES -SEE SHEET 9 FOR IRRIGATION CALCULATIONS -SEE SHEET 10 FOR IRRIGATION DETAILS -SEE SHEETS 11 -14 FOR LANDSCAPE SPECIFICATIONS -SEE SEPARATE BOOKLET 0 10 20 40 METER LOCATION REFER TO P.O.C. NOTE (#1)AT RIGHT PROPOSED BUILDING CONTROLLER LOCATION REFER TO CONTROLLER NOTE (#2) ABOVE RIGHT IRRIGATION CONTROLLER SHOWN WITHIN BUILDING FDR DRAWING CLARITY ONLY, ACTUAL LOCATION SHALL BE LOCATED WITHIN PLANTER, VERIFY EXACT LOCATION IN FIELD. 4'-10"---------~,~ i r / __ ' . C "AS-BUIL r WARE MALCOMB Leading Design for Commercial Real Estate architecture planning ~ J' R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive ~:);«~ L.A. 2809 EXP. REVIEWED BY: 05/04/16 DATE 05/31/17 I I - CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT II] P.O.C. & CONTROLLER NOTES P.O.C. NOTE #1: POINT OF CONNECTION SHALL BE DOWNSTREAM OF EXISTING 1-112" DOMESTIC WATER (FUTURE RECYCLED) IRRIGATION METER WITH A 2" SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE OWNER , DOMESTIC (FUTURE RECYCLED) WATER METER INFORMATION ADDRESS WATER PURVEYOR: 5425 PASEO DEL NORTE CITY OF CARLSBAD CARLS BAD , CA. . PH.# 760-602-2748 EXISTING METER SIZE 1-1/2" STATIC PRESSURE 74 PSI. SYSTEM DESIGN PRESSURE 62 PSI. MAXIMUM SYSTEM DEMAND 17 GPM LANDSCAPE AREA SERVED 20,521 SQ. FT. MAXIMUM APPLIED WATER ALLOWANCE (MAWA) 391,869 GAU YR. ESTIMATED APPLIED WATER USE (EAWU) 379,680 GAU YR: CONTROLLER NOTE #2: CONTROLLER LOCATION. REFER TO LEGEND FDR 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 VALVE CALLOUT ,~-----VALVE NUMBER [5'\ 10 -G.P.M. 0 1000' -APPROXIMATE LINEAR I FOOTAGE OF DRIP TUBING ~-----VALVE SIZE IRRIGATION NOTE CALLOUT ~IRRIGATION CONSTRUCTION "2.J CALLOUT NUMBER. ,...c;--P.O.C. AND CONTROLLER L!J CALLOUT NUMBER. . ., ................... . SHEETS 3, 7, 16 ..... ::. "'1• i'/ .. ·:'jliitoG1·1• ·. ·:. ·,: :. · .. :: :. tr::.\:::.:.:.'.:-:-. ::::::::::Jf:::::·· ·:-...... _: .... ; .. ::::::f :::::·:.::::::··:::·•::t:!t::; . -•·-... .. .. J BLOG . f., ... ,.,1J, <\ Jf\_://fl/:hi(i}:\S.iJ::l mm1. ·.·:::: ·>·• ••:• ·,••: :-•-::: :·•• ••·: •.• •:.: ••·•••••:-••·-r:.l.,.=•j•.~="·"'·j•>' -·· .................................................. KEYMAP NOT TO SCALE AS-BUILT REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DIVISION AS-BUil T IRRIGATION PLAN . HOEHN AUDI CARLSBAD 5425 PASEO DEL NORTE APPROVED ill g ~ ~ 'I <!! interiors 60 graphics 6363 greenwich dr. ste. 175 san diego. california 92122 p 858.638.7277 f 858.638.7506 ~~200 ~ Jo/-~\ q:-t-:.11_;,,t S-le>· 1¥' PLANNING DATE site development Tel 949 3871323 . • Y-1 :..i-1--DATE BY DESCRIPTION ~ OWN BY MJ PROJECT NO. DRAWING! NO. APP'O Irvine, CA 92618 ~\ ;i; d I 4-c;.,i )__;,I l ,:; · I-G-1 \e L ____________________________________ .1 ___ :s:c:AL=~E~A=N~D::.,;N::O!R~T~H:!_ ___ L __________________ .J. _________ .::::w,:,w:,ri:g:e:a,:co:m:::..J..1~N~SP~E~CT~O-R __________ 0A_T~E--J. ________ _:R=E~v~•:s:•~o~N=S=---------~;;;;;;;~;;;;;;~~;;;;;;;;;;;;;;;;;;;;;;;;;.;;;;;;;;;;;;;;;;;;;;;;;;;;;J ; RS CHKD BY SDP 14-06 485-1 L FIELD BY 206' ·•c:a "·,-.. ,.,_'-'_ .-:.:>- ·.:ccc,.-:,_ ·.o;:--- ------- -~cc;-:,--.<·:;,.:;,. •. ,_ ... ___ ·_·_· __ · •,,. -:~·-·.::.:.".,•-;_ 11 """:O:,--."-." ··- 3 325' :i_<-:~.·.·.·.·.:·':'>.>=;.·,,, . ··'··· ... )f+-···- "· .. ·.· --~--' •--- .. '.. -::-ce.::,, . .,-_..,_..,__ :--- ----·_, ... __ ---..: ·. ·•<i. --=--,·.-:,_•"". ----- • f 12 · ' TREE BUBBLERS AND LATERAL LINES ARE ' i ----'----'-, SHOWN OUTSIDE THE LIMIT-OF-WORK FOR DRAWING CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER ALIGNED WITH TREES . "•-'-"-':'c:oc:-:;.·-·- 1 ·-·· --·· .. __ ... ~. . .. .. ' ... -·· ·---·-_ .... --·T··- 1--..... ---~-·-·••" ... ._ .. - CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT -"' TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR DRAWING CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER ALIGNED WITH TREES. CONSTRUCT CONTINUOUS CONCRETE MOW CURB AT PROPERTY LINE, AS REQUIRED, TO PROVIDE PHYSICAL ~ SEPARATION BETWEEN ON-SITE RECYCLED WATER SYSTEM AND EXISTING WATER SYSTEM ON ADJACENT PROPERTY. REFER TO SHEETS 2 & 3 FOR ADDITIONAL INFORMATION. a, IRRIGATION VALVE CALLOUT 1-----VALVE NUMBER 15\ 10 -G.P.M. w 1000' -APPROXIMATE LINEAR l FOOTAGE OF DRIP TUBING '-------VALVE SIZE IRRIGATION NOTE CALLOUT ,.,i:::--IRRIGATION CONSTRUCTION \...2,) CALLOUT NUMBER. ,...c;--P.O.C AND CONTROLLER l..1J CALLOUT NUMBER. ;;,;:lsFJEETS 2 6 15 >::: sHEETs 3. 7, 16 :: >: 'l .•,..:-_i~_'.:· ,, ; BLDGd [ BL,~G '' ,,,.,.,,., ...... , ... ,,•.,.,., .. ·.·. •. . . .. . .... 11 r ! r:·\ ::~~:~:::;~f~::::::::::?i;~1::::::::::::::::::::::::::::: ':J __ J: 1 i.,.,,,,,,l·v·······l····--···--·· c··,···············----------~-'---'---·~!~~-~-l:~i}~~}~::}:~:~~~f;i:~::::::::::::::::::::::::: KEYMAP NOT TO SCALE AS-BUILT ► ;: " ~ .------------.--------------r-------:.-:_-:_-_-_-_-_-_-_-~--,-------------""T'-----------------4~-~-----------!'!!!!!!-~ i "AS-BU I Lr REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER. 1 •HE7ET 11 c1TYPLANo"F'"GcA0RIVL18s10e"Ao 11 •HEETB18 I ~ .. 0 10 20 40 60 WARE MALCOMB Leading Design for Commercial Real Estate architecture planning interiors graphics site development 6363 greenwich dr. ste. 175 san diego. califu~nia 92122 p 858.638.7277 f 858.638.7506 c1 R I D G E LANDSCAPE ARCHITECTS LA. 2809 EXP. 05/04/16 DATE 05/31/17 ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO . . IMPLEMENTATION IN FIELD. ~ AS-BUILT IRRIGATION PLAN ~ HOEHN AUDI CARLSBAD !!! 5425 PASEO DEL NORTE ; '" APPROVED 8841 Research Drive I REVIEWED BY: ,~~ q-~l-o-\\-c;. '=-~~a ~b200 B lrvine,CA 92618 ~l 0 1 Tel 949 387 1323 -~ ~~ ~m· DATE -= _, _ ·\•-·'---~B_Y~ _______ D_E_SC_R_IP_T_IO_N _______ __,-'-'---l I www.ridgela,com --f/f) -~ .-,.., -.. ...,, PLANNING DATE DWN BY MJ PROJECT NO. DRAWING NO. APP'□ RS CHKD BY SOP 14-06 485-1 L SCALE AND NORTH INSPECTOR DATE REVISIONS ~ FIELD BY L---------------------L..-,;;;,=.;.::,;;;_,;,;~;.;.:_-...L __________ ..J.._~ __ ___;:::;;;;:::;;;;:::;;;;:::..J... _________ J_ ____ _:::===------_!!;~~~~;;;;;;;;.;;;;;;;;;.;;;;;;;;;.;~~;;;;;;;;.;;;;;;;;;.;~F :j ' I I ri ' " ,/ I ' I ,, ,1 ', ,1 I I 'I I SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL [.,_, _,,_,,_,,_,,_,,J -··-··-··-··-··-·· ··-··-··-··-··-··--··--·-··-··-··-.. -·. lffl IAlll lll'II ~ ~ NO SYMBOL NO SYMBOL NO SYMBOL liii.:I -FS~- MANUFACT. AS APPROVED AS APPROVED T. CHRISTY AS APPROVED AS APPROVED 3M RAIN BIRD RAIN BIRD RAIN BIRD NETAFIM RAIN BIRD RAIN BIRD AS APPROVED RAIN BIRD AS APPROVED T. CHRISTY'S AS APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED IRRIGATION MATERIAL LEGEND (CONTINUED) MODEL NO./ DESCRIPTION GPM NON-PRESSURE LATERAL LINE (3/4" -1-1/2") SCH, 40 PURPLE "RECYCLED WATER" PVC PIPE WITH WORDS "RECYCLED WATER-DO NOT DRINK" INSTALLED 12" BELOW GRADE. PRESSURE MAINLINE (1-1/2" SCH. 40) (2" CL. 315) PURPLE "RECYCLED WATER" PVC PIPE WITH WORDS "RECYCLED WATER-DO NOT DRINK" INSTALLED 18" BELOW GRADE. INSTALL WITH 3" WIDE "RECYCLED WATER" METALLIC DETECTABLE WARNING TAPES. PSI TA-DT-3-PRW, 3" WIDE DETECTABLE "RECYCLED WATER", PURPLE METALLIC BACKED UNDERGROUND WARNING TAPE. INSTALL WARNING TAPE CONTINUOUSLY ALONG MAINLINE ROUTING, ONE (1) LOCATED IMMEDIATELY ON TOP OF MAINLINE ATTACHED EVERY 5' AND ONE (1) LOCATED 12" ABOVE MAINLINE. SCH, 40 AS SLEEVING, PURPLE "RECYCLED WATER" PVC PIPE WITH WORDS "RECYCLED WATER-DO NOT DRINK". PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. 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 . EXACT SLEEVE LOCATIONS SHALL BE MARKED ON RECORD DRAWINGS WITH DIMENSIONING FOR IRRIGATION AS-BUILT PLANS PRIOR TO BACKFILL. IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) DBR-6 DIRECT BURIAL WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS XFS-P-06-12, XFS SUB-SURFACE DRIPLINE WITH "COPPER SHIELD TEC.HNOLOGY" 0,61 GPH PRESSURE COMPENSATING INLINE EMITTERS 12" ON CENTER. INSTALL DRIP TUBING ROWS FOR SHRUB AREAS 12"-14" MAXIMUM SPACING, DRIP TUBING SHALL BE INSTALLED 2" 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, XFS-P-06-12, XFS SUB-SURFACE DRIPLINE WITH "COPPER SHIELD TECHNOLOGY" 0.61 GPH PRESSURE COMPENSATING INLINE EMITTERS 12" ON CENTER. INSTALL DRIP TUBING ROWS FOR TURF AREAS 10"-12" MAXIMUM SPACING. INSTALL FIRST ROW 6" FROM WALKWAY/HARDSCAPE AND SECOND ROW 16" MAXIMUM FROM HARDSCAPE. DRIP EMITTER LAYOUT SHALL BE TRIANGULAR SPACED AS SHOW IN DETAILS. 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. RADIUS 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, TECHLINE TL050MFV-1 AUTOMATIC FLUSH VALVE, INSTALL FLUSH VALVE INSIDE A SEPARATE 6" ROUND VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL 18" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS, FLUSH VALVES FOR TURF AREAS SHALL BE PLACED IN ADJACENT SHRUB PLANTER, NO VALVES ARE TO BE PLACED IN TURF AREAS. ARV-050 AIR/VACUUM RELIEF VALVE. INSTALL AIR RELIEF ASSEMBLY INSIDE A 6" ROUND VALVE BOX. INSTALL VALVE BOX MINIMUM 18" FROM PAVING AND AT HIGH POINTS OF PLANTER AREA. INSTALL ALL AIR VACUUM RELIEF EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS, AIR VALVES FOR TURF AREAS SHALL BE PLACED IN ADJACENT SHRUB PLANTER, NO VALVES ARE TO BE PLACED IN TURF AREAS. OPERIND, XERI-POP MICRO-SPRAY 6" POP-UP DRIP SYSTEM OPERATIONAL INDICATOR. INSTALL (1) DRIP INDICATOR PER DRIP ZONE. PLACE 18" FROM PAVING. INSTALL PER MANUFACTURER'S SPECIFICATIONS. RECYCLED WATER SIGN. SIGNAGE IS TO BE INSTALLED ONLY WHEN THE IRRIGATION SYSTEMS ARE CONNECTED TO THE RECYCLED WATER METER. XP-600X, XERI-POP MICRO SPRAY 6" POP-UP HEAD WITH RAIN BIRD SXB-180-1032 HALF-CIRCLE ADJUSTABLE XERI-BUBBLER WITH 10-32 THREADS. INSTALLED WITH RAIN BIRD XBA-1800, 1800 XERI-BUBBLER ADAPTER. PLACE BUBBLER AT EDGE OF VINE ROOTBALL LOCATED WITHIN DRIP TUBING ZONE, TYPICAL. 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 R/P BACKFLOW DEVICE PER PLUMBING ENGINEER'S SHEETS. FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS FIRE SERVICE DOUBLE DETECTOR CHECK, PER CIVIL ENGINEER'S SHEETS, FIRE LINE, PER CIVIL ENGINEER'S SHEETS. 10(GPH) 30 N/A -----DW-----AS APPROVED POTABLE WATERLINE, PER CIVIL ENGINEER'S SHEETS. NOTE: ALL EQUIPMENT SHALL COMPLY WITH CARLSBAD MUNICIPAL WATER DISTRICT RECYCLED WATER REQUIREMENTS FOR RECYCLED WATER, IRRIGATION VALVE CALLOUT ,~-----VALVE NUMBER /5\ 10 --GP.M. ~ 1000' -APPROXIMATE LINEAR I FOOTAGE OF DRIP TUBING ~-----VALVE SIZE IRRIGATION NOTE CALLOUT ,,.r:::--IRRIGATION CONSTRUCTION \2.) CALLOUT NUMBER. ,..r::;--P,O,C, AND CONTROLLER l_!J CALLOUT NUMBER. WARE MALCOMB Leading Design for Commercial Real Estate architecture planning .interiors graphics site development 6363 green w ich dr. ste. 175 san diego. californla 92122 p 858.638.7277 f 858,638.7506 DETAIL M M, Y,Z M,N,Z N,Z M,N,O 0 P,Q,R P, Q, R, S T u V w X BB N/A N/A N/A N/A N/A N/A N/A N/A N/A SYMBOL IQ I VAN I H IF I:,_ _&,_ .,,,_ (1J 0 e ffi le., ~ 9 'f (9 0 e G) ['J G B EH 12] El § c,;] © 0 ® @ M ~ ~ @] lll5I NO SYMBOL [DJ I MANUFACT. RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD P,O,C, FEBCO EATON SUPERIOR JOHN DEERE LANDSCAPES GREEN TECH NIBCO RAIN BIRD RAIN BIRD SIGNATURE JOHN DEERE LANDSCAPES GREEN TECH JOHN DEERE LANDSCAPES GREEN TECH JOHN DEERE LANDSCAPES GREEN TECH N/A CAUTIUN: Ir THI~ ~HEET I~ NUT L4"xJo" IT I~ A kl::UUCED PklNT IRRIGATION MATERIAL LEGEND I MODEL NO./ DESCRIPTION RD-06-S-P30-F-NP, 6" POP-UP HEAD W/ RAIN BIRD 8-FLT SERIES MPR NOZZLES W/ PCS SCREENS, 020(BRN) I 025(PNK) HE-VAN/ 025(PNK) RD-06-S-P30-F-NP, 6" POP-UP HEAD W/ RAIN BIRD 8 SERIES MPR NOZZLES RD-06-S-P30-F-NP, 6" POP-UP HEAD W/ RAIN BIRD 10 SERIES MPR NOZZLES RD-06-S-P30-F-NP, 6" POP-UP HEAD W/ RAIN BIRD 12 SERIES MPR NOZZLES RD-06-S-P30-F-NP, 6" POP-UP HEAD W/ RAIN BIRD 15 SERIES MPR NOZZLES RD-06-S-P30-F-NP, 6" POP-UP HEAD W/ RAIN BIRD 15 STRIP SERIES LCS-PCS-030(SIL) / RCS-PCS-030(SIL) / SST-PCS-060(BLK) / CST-PCS-060(BLK), RD-06-S-P30-F-NP, 6" POP-UP BUBBLER HEAD W/ HUNTER PCN-50 SERIES (GRN) PLACE BUBBLER AT EDGE OF VINE ROOTBALL TYPICAL. RD-06-S-P30-F-NP, 6" POP-UP BUBBLER HEAD W/ RAIN BIRD 5Q-B-PCS-025(PNK). 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 PCN-50 SERIES PRESSURE COMPENSATING FLOOD BUBBLER. EACH SYMBOL REPRESENTS TWO BUBBLERS PER PALM TREE. PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL. NOTE: I GPM ,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 AO, .90, .90 ,50 ,25 (,50) 0,5 (1.0) ALL SPRAY AND ROTOR HEAD BODIES SHALL HAVE FACTORY INSTALLED RECLAIMED WATER IDENTIFICATION CAP (EXISTING) 1-1/2" DOMESTIC WATER (FUTURE RECYCLED) IRRIGATION METER WITH 2" SERVICE LINE. VERIFY SIZE, LOCATION AND STATIC WATER PRESSURE IN FIELD. I PSI 30 30 30 30 30 30 30 30 30 825YA, 1-1/2" R/P BACKFLOW PREVENTION DEVICE INSTALLED WITH MODEL 650A WYE STRAINER WITH PLUG AND PIPE NIPPLE STRAINER KIT OPTION, R/P ASSEMBLY SHALL BE INSTALLED WITHIN A V,I.T. STRONG BOX SBBC-30CR, POWDER COATED, SMOOTH TOUCH, BACKFLOW DEVICE ENCLOSURE INSTALLED ON A POURED IN PLACE CONCRETE PAD. IF STATIC WATER PRESSURE IS GREATER THAN 80 P.S.I. CONTRACTOR SHALL INSTALL A NEW WILKINS "NR3" PRESSURE REGULATOR AS PART OF BACKFLOW ASSEMBLY. SIMPLEX MODEL #72, CAST IRON, BASKET STRAINER 2" SIZE W/ FLANGED CONNECTIONS AND 80 MESH FILTER ELEMENT. (2" FLANGED PART# ST0720200F4C) 3200-R, SERIES 1-1/2" NORMALLY CLOSED, RECYCLED WATER, MASTER CONTROL VALVE. FS-100B, 1" BRASS FLOW SENSOR, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. WIRE TO CONTROLLER WITH 2-CONDUCTOR, 16 AWG, SHIELDED FLOW SENSOR CABLE INSTALLED WITHIN 1" PVC CONDUIT. FLOW SENSOR IS SUPPLIED AS PART OF JOHN DEERE LANDSCAPES CONTROLLER ASSEMBLY, T-580-70, BRONZE BALL VALVE, LINE SIZE PER MAINLINE. PESB-R-PRS-D (1" OR 1-1/2") SERIES PLASTIC, RECYCLED WATER, PRESSURE REGULATING, REMOTE CONTROL VALVE WITH PURPLE HANDLE, SIZE AS SHOWN. XCZ, (3/4", 1" OR 1-1/2") SERIES DRIP VALVE ASSEMBLY, SIZE AS SHOWN. ASSEMBLY INCLUDES RAIN BIRD PESB ''RCV" WITH PRESSURE REGULATING FILTER(S). INSTALL XCZ-075-PRF, 3/4" LOW-FLOW VALVE ASSEMBLY FOR DEMANDS (1 -4) GPM. INSTALL XCZ-PRB-100-COM, 1" VALVE ASSEMBLY FOR DEMANDS (5-16) GPM. INSTALL XCZ-PRB-150-COM, 1-1/2" VALVE ASSEMBLY FOR DEMANDS (17 -35) GPM. 7645, 1" RECYCLED WATER, ACME THREAD, QUICK COUPLER VALVE WITH PURPLE LOCKING COVER. CA6-RB5-48 / RMLP / GTETM / LPP / RSE / RFSVC-100B / MVPE / LIMRKIT, RAIN BIRD "ESP-LXMEF" MODULAR SERIES, 48 STATION, ET/ WEATHER BASED SMART CONTROLLER WITH "ET MANAGER CARTRIDGE" AND HAND HELD REMOTE CONTROL. INSTALLED WITHIN U,L, APPROVED, V,I.T. STRONG BOX, STAINLESS STEEL, TOP ENTRY, PEDESTAL ENCLOSURE. CONTROLLER ASSEMBLY BY JOHN DEERE LANDSCAPES, GREEN TECH DIVISION, LAGUNA HILLS, CA. FOR ANY FURTHER INFORMATION CONTACT JOHN ROSS WITH GREEN TECH 800-427-0779. THE CONTROLLER INSTALLATION MUST BE CERTIFIED AND APPROVED BY JOHN DEER GREEN TECH DIVISION AND PROVIDE COPIES OF CERTIFICATION TO THE OWNER'S AUTHORIZED REPRESENTATIVE AND LANDSCAPE ARCHITECT. MINI-CLIK, RAIN SENSOR. MOUNTED TO SIDE OF ENCLOSURE AND WIRE TO CONTROLLER. INSTALLED WITHIN STAINLESS STEEL VANDAL RESISTANT ENCLOSURE, RAIN SENSOR IS SUPPLIED AS PART OF JOHN DEERE LANDSCAPES CONTROLLER ASSEMBLY, HAND HELD REMOTE RADIO TRANSMITTER AND PERMANENTLY MOUNTED RECEIVER, REMOTE CONTROL IS SUPPLIED AS PART OF J.D.L, CONTROLLER ASSEMBLY CONTRACTOR SHALL TURN OVER REMOTE RADIO TRANSMITTER TO OWNER WITH ALL PROJECT TURN OVER ITEMS. 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. I RADIUS 5 FT 8 FT 10 FT 12 FT 15 FT 4X15 FT 4X30 FT N/A N/A N/A I DETAIL A A A A A A A AA AA y B C D,E D, F G H,K I, K J, K L L N/A N/A APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS_ "AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST, PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DIVISION R I D G E LAMDSCAPE ARCHITECTS 8841 Research Drive Suite 200 lrvine1 CA 92618 Tel 949 3871323 www.ridgela.com L.A. -------EXP, REVIEWED BY: INSPECTOR DATE DATE BY DESCRIPTION APP'D DATE REVISIONS IRRIGATION LEGEND HOEHN AUDI CARLSBAD 5425 PASEO DEL NORTE APPROVED I~\ er-B~-o:\t 'f-'r-1'? PLANNING DATE OWN BY LA PROJECT NO. DRAWING NO. CHKD BY RS FIELD BY SDP 14-06 485-1 L ,i_ ; >-~ .. 0 e-z .., " tl z .., " " 0 " .., F r;! 15 "' ._ ID " § < " .., !11 ,. .. 0 tl ,= 0 z .., i!c ~ e- 6 a 0: ID ill ~ iJj >-(J ~ ._ .., 1l "' 0 >-~ I!! ., m 0 , .., i!c li 0 .., Ii: "' lj! II! ~ ili 0 ~ "' z 0 ., z .., " c ~ "' 0: ~ tl ! 0: ._ .., ~ ~ ili "' z 0 ., ifi " " z ~ I ,,; ~ ~ " .., i F ,le e-ifi a .., ~ >-m e-._ ~ .., ~ i 15 g >-~ !'i ~ => ... m 15 z ::I < iJj 0 z < m " ~ " ii! ~ l!i e-~ ~ 0 ~ /:: 15 ._ ii! ._ ... F ii! < "' i'i ,= < (J Ii: " ... la 0 z < fl z ~ , I 0: C Ill ... F ., I i I ' ! I I i , I '' I '' I! i I 'I , I I ' I I : 1. 2. 3. 4. 5. 6. 7_ Irrigation Installation Notes THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ANY AND ALL PERMITS AND ALL INSPECTIONS AS REQUIRED. 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. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY ENCROACHMENT INTO ADJACENT PROPERTY, R.O.W.'S, EASEMENTS, SETBACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL REPAIR OR REPLACE, AT NO ADDITIONAL COST TO THE OWNER, ANY DAMAGE TO UNDERGROUND UTILITIES THAT MAY OCCUR. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING PLANS BEFORE BEGINNING WORK. 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 AND EXPENSE. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE PROJECT LANDSCAPE ARCHITECT FOR DIRECTION. 8. BEFORE ANY WORK COMMENCES, A CONFERENCE SHALL BE HELD WITH THE CITY'S REPRESENTATIVE AND THE CONTRACTOR, REGARDING GENERAL REQUIREMENTS OF THIS WORK. 9. INSTALL ALL IRRIGATION COMPONENTS ACCORDING TO LOCAL CODES AND ORDINANCES. 10. THE IRRIGATION WATER METER IS TO BE PROVIDED BY THE OWNER UNLESS SHOWN OTHERWISE ON THE PLANS. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL IRRIGATION EQUIPMENT DOWNSTREAM OF THE POINT OF CONNECTION (P.O.C_) AT THE IRRIGATION WATER METER. 11. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 12. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS (INCLUDING EXISTING AND/OR NEW PLANT MATERIAL), GRADE DIFFERENCES OR DIFFERENCES IN THE AREA'S DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE DESIGN. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 13. THE WORK SHOWN ON THESE PLANS IS DIAGRAMMATIC; ALL ITEMS, I.E. CONTROLLERS, VALVES, MAINLINES, SLEEVES, WIRES, IRRIGATION HEADS, ETC. ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ONLY. DO NOT SCALE DIMENSIONS. DETAIL DRAWINGS MAY CLARIFY LOCATIONS OF SOME ITEMS. THE CONTRACTOR SHALL NOT LOCATE ANY ITEMS WHERE IT IS OBVIOUS THAT THEY ARE IN CONFLICT WITH UNDERGROUND UTILITIES, STRUCTURES, OTHER IMPROVEMENTS, OR VEHICULAR OR PEDESTRIAN SAFETY CONSIDERATIONS. 14. CONTROLLER LOCATIONS ARE APPROXIMATE. FINAL LOCATION OF THE AUTOMATIC CONTROLLER AND THE BACKFLOW DEVICE SHALL BE APPROVED BY THE OWNER AND THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 15. ALL CONSTANT PRESSURE LINES SHALL BE TESTED FOR 3 HOURS UNDER A HYDROSTATIC PRESSURE OF 150 POUNDS PER SQUARE INCH AND BE PROVEN WATERTIGHT. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT FOR HYDROSTATIC TESTS. HYDROSTATIC TESTS SHALL BE PERFORMED IN THE PRESENCE OF THE LANDSCAPE ARCHITECT OR, IF APPROVED BY LANDSCAPE ARCHITECT, CONTRACTOR MAY E-MAIL DIGITAL PHOTOGRAPHS OF THE PRESSURE GAUGE TO THE LANDSCAPE ARCHITECT AT BEGINNING AND END OF TEST PERIOD. 16. 120-VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED PER THE ELECTRICAL ENGINEER'S PLANS AND SPECIFICATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ELECTRICAL SERVICE WITH THE GENERAL CONTRACTOR AND TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. 17. 18. 19. 20. 21. 22. 23. 24. 25_ 26_ 27_ 28. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. BACKFLOW DEVICE SHALL BE INSTALLED IN GROUND COVER AREA WHEREVER POSSIBLE. FINAL LOCATION SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE AND MAY VARY FROM THAT INDICATED ON THE DRAWINGS. QUICK COUPLER \/ALVES, CONTROL VALVES, AND SHUT-OFF VALVES SHALL BE INSTALLED IN GROUND COVER AREAS WHEREVER POSSIBLE. PIPING AND WIRE CONDUIT PENETRATIONS THROUGH WALLS AND INSTALLATION EQUIPMENT UNDER PAVING SHALL BE INSTALLED IN SCH 40 PVC SLEEVES, AS CALLED OUT ON PLANS, OR AS PER LOCAL CODES AND MUST BE COORDINATED WITH THE GENERAL CONTRACTOR AND CONTRACTORS OF ALL VARIOUS TRADES THAT MAY 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 DRILLED AND SLEEVED PER ABOVE, UNLESS AN EXISTING SLEEVE IS AVAILABLE FOR RE-USE WHICH WILL NOT SIGNIFICANTLY AFFECT THE SYSTEM DESIGN. USE CHECK \/ALVES AS REQUIRED TO ELIMINATE LOW HEAD DRAINAGE. THE CONTRACTOR SHALL INSTALL KBI SERIES ANTI-DRAIN \/ALVES 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. THE CONTRACTOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHY 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. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERS PRAY ONTO ADJACENT PAVING, WALLS OR OTHER HARDSCAPE ELEMENTS TO THE EXTENT POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND ADJUSTING THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING FLOW FOR EACH SYSTEM. WHEN RADIUS OF SPRINKLER HEADS AS REQUIRED FOR PROPER COVERAGE IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A PRESSURE COMPENSATING SCREEN (PCS) FOR LOW FLOW AND RADIUS CONTROL. 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. NO 0\/ERSPRAY OR LOW HEAll DRAINAGE SHALL BE ALLOWED. WHEN VERTICAL OBSTRUCTIONS (LIGHT POLES, FIRE HYDRANTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 29_ PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWING. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE IMMEDIATELY UPON REJECTION. 30. ALL ELECTRICAL CONTROL WIRE SHALL BE DIRECT BURIAL #14 U.F. APPROVED IN AN 18" DEEP 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 STRIPE COLOR PER CONTROLLER) B. HOT WIRE -BLACK C EXTRA COMMON WIRES -WHITE WITH ORANGE STRIPE -MINIMUM 3 EACH DIRECTION 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 W/ WHITE STRIPE I WHITE WI BLUE STRIPE. F. FLOW SENSOR -RED WI WHITE STRIPE I RED W/ BLUE STRIPE_ 31. ALL AUTOMATIC CONTROLLER PROGRAMS MUST BE SET 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 WORKMANSHIP, 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 AND 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 AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. THE CONTRACTOR SHALL VERIFY WATER PRESSURE IN THE FIELD PRIOR TO CONSTRUCTION TO DETERMINE IF IT IS SUFFICIENT TO OPERATE SYSTEMS AS DESIGNED. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND TIIE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE PROJECT LANDSCAPE ARCHITECT. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. 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 AND COMPLETE. FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLANS OR BECAUSE DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS WERE NOT BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. -----·------------ Irrigation General Notes 1. IRRIGATION PLANS ARE DESIGNED AS DIAGRAMMATIC AND APPROXIMATE. ALL IRRIGATION EQUIPMENT, SPRINKLERS AND PIPE ARE TO BE INSTALLED IN LANDSCAPED AREA_ NO IRRIGATION EQUIPMENT SHALL BE · LOCATED IN HARDSCAPE. THE IRRIGATION CONTRACTOR SHALL ENSURE NO OVERSPRAY ONTO HARDSCAPE, STREETS, WALLS OR ANY OTHER HARDSCAPE / STRUCTURE. 2. MAINLINE SHOWN WITHIN PAVING FOR DRAWING CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. 3. WHEN VERTICAL OBSTRUCTIONS (PROPS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 4. WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE, IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A RAIN BIRD "PCS" PRESSURE COMPENSATING SCREEN FOR LOW FLOW AND RADIUS CONTROL. 5. USE ADJUSTABLE ARC NOZZLES FOR ALL HEADS LOCATED IN AREAS WHERE A STANDARD ARC PATTERN OVER SPRAYS ONTO BUILDINGS, WALLS OR PAVING_ ADJUSTABLE ARC NOZZLE SHOULD HAVE THE SAME RADIUS OF THROW AS THE NOZZLE BEING REPLACED_ 6. OVERHEAD IRRIGATION SHALL NOT BE PERMITTED WITHIN 24 INCHES OF ANY NON-PERMEABLE SURFACE, (PER STATE ORDINANCE AB 1881.) ABSOLUTELY NO 0\/ERSPRAY OR LOW HEAD DRAINAGE IS ALLOWED. 7. IRRIGATION SLEEVES SHOWN FOR MAJOR STREET AND DRIVEWAY CROSSINGS FOR CLARITY ONLY. CONTRACTOR SHALL INSTALL SLEEVING BELOW ALL PAVING, HARDSCAPE, ETC. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. 8. ALL PIPING AND WIRE SHALL BE SLEEVED UNDER PAVING. ALL SLEEVES TO BE MINIMUM 2X DIAMETER OF PIPE SLEEVES. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MINIMUM 2-INCH DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND MINIMUM 12 INCHES BEYOND PAVING. 9. ALL LEAD WIRES TO BE #14 GAUGE, AND BLACK IN COLOR. ALL COMMON WIRE TO BE #14 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 WATER/OVERSPRAY ONTO BUILDING OR WINDOWS. ALL LAYOUT SHALL BE CONFIRMED IN FIELD WITH OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. 11. TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING AND BUILDINGS FOR DRAWING CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 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. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ELECTRICAL CONNECTION FROM 120 VOLT POWER SOURCE TO THE CONTROLLER AND ALL WIRE CONNECTIONS FROM ALL \/ALVES AND APPURTENANCE \/ALVES TO TERMINAL STRIP. REFER TO ELECTRICAL ENGINEER'S DRAWING'S FOR POWER SOURCE. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL STATE AND NATIONAL ELECTRICAL CODES AND REGULATIONS. FINAL LOCATION AND EXACT POSITIONING OF THE CONTROLLER SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF CONTROLLER REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. 14. ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF ALL VALVES. FINAL LOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVES AND ISOLATION VALVES SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF ELECTRIC CONTROL \/ALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. IN GENERAL, UNLESS OTHERWISE DIRECTED BY OWNER, ALL VALVES SHALL BE INSTALLED THREE FEET FROM EDGE OF HARDSCAPE, WALK OR CURB IN SHRUB PLANTING AREAS. 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 AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF THIS EQUIPMENT. FINAL LOCATION AND EXACT POSITIONING OF BACKFLOW PREVENTER AND ALL IRRIGATION APPURTENANCE SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF THE BACKFLOW PREVENTER, AND ALL IRRIGATION APPURTENANCE AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISION AT NO CHARGE. 16. CHECK VALVES SHALL BE INSTALLED AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. Guidelines For Recycled Water Use The following guidelines are intended to provide the basic parameters for the use of reclaimed water in landscape irrigation. To operate your system in compliance with these guidelines you must: 1. Irrigate between the hours of 10:00 p.m. and 6:00 a.m. only. Watering outside this time frame must be done manually with qualified supervisory personnel on-site. No system shall at any time be left unattended during use outside the normal schedule. 2. Irrigate in a manner that will minimize runoff pooling and ponding. The application rate shall not exceed the infiltration rate of the soil. Timers must be adjusted so as to be compatible with the lowest soil infiltration rate present. This procedure may be facilitated by the efficient scheduling of the automatic control clocks, (i.e. employing the repeat function to break up the total irrigation time into cycles that will pr6mote maximum soil absorption). 3. Adjust spray heads to eliminate overspray into areas not under the control of the customer. For example, pool decks, private patios, streets and sidewalks. 4. Monitor and maintain the system to minimize equipment and material failure. Broken sprinkler heads, leaks, unreliable valves, etc., should be repaired as soon as they become apparent. 5. Educate all maintenance personnel, on a continuous basis, of the presence of reclaimed water, and the fact that it is not approved for drinking purposes. Given the high turnover rate of employees in the landscape industry, it is important that this information be disseminated on an almost daily basis. lt is you, the landscape contractor, who is responsible for educating each and every one of your employees. 6. Obtain prior approval for all proposed changes and modifications to any on-site facilities. Such changes must be submitted to, and approved by, the District Engineering office and designed in accordance with District standards. Failure to comply with any or all of the above guidelines puts your system in violation Of the District's Rules and Regulations and will result in termination of service until the appropriate corrective steps have been taken. WARE MALCOMB Leading Design for Commercial Real Estate architechLre planning interior~ graphics ::,ite development 6363 greenw.ich dr. ste. 175 san diego. caJifornia 92122 p 858.638.7277 f 858_638.7506 ---------------------------- CAU I IUN: II-I HI~ ~Hl:::I::: I I~ NU I ~4"xJb" 11 It> A Kl:::UUCl::.U JJKIN I 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, \/ALVES, WIRES OR ANY UTILITY THAT OCCURS ON THE PARCEL DUE TO THE CONSTRUCTION OF THIS PROJECT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. THE OWNER'S REPRESENTATIVE MUST REVIEW ANY REQUIRED MODIFICATIONS TO THESE AREAS PRIOR TO COMMENCING WORK. THE CONTRACTOR MUST NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OF THESE CONDITIONS OR ANY DISCREPANCIES PRIOR TO COMMENCING WORK. 2. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, PROPERTY LINES, DIMENSIONS, ETC. PRIOR TO COMMENCING WORK. ALL EXISTING IRRIGATION SYSTEMS SHALL BE VERIFIED IN THE FIELD AT START OF CONSTRUCTIONS. ALL EXISTING MAINLINES, RCVS, BACKFLOW DEVICES, CONTROLLERS, METERS, SERVICE LINES, ETC. SHALL BE VERIFIED IN FIELD. ALL EXISTING IRRIGATION EQUIPMENT SHALL BE CLEARLY INDICATED INCLUDING SIZES AND MODEL NUMBERS TO SCALE ON AN ACCURATE BASE DRAWING AND SUBMITTED AS A SHOP DRAWING. SAID SHOP DRAWING SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE FOR REVIEW AND APPROVAL. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. NO WORK SHALL PROCEED WITHOUT APPROVAL OF SAID SHOP DRAWINGS. 3. ALL EQUIPMENT LOCATIONS AND PIPE ROUTING SHALL BE STAKED IN FIELD FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION_ ALL LAYOUT SHALL BE AS APPROVED BY, LANDSCAPE ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. NO EQUIPMENT SHALL BE INSTALLED WITHOUT APPROVAL OF LAYOUT. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSTALLATION OF PROPOSED IRRIGATION EQUIPMENT AND RELATED EQUIPMENT, INCLUDING BUT NOT LIMITED TO R.C.V. CONTROL WIRES, ELECTRICAL WIRES, CONDUIT, REMOTE CONTROL VALVES, ETC. ALL LAYOUT AND LOCATIONS SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO COMMENCING WORK. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION OF ALL ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS AFFECTED BY PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. 7. CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEM AS REQUIRED. SYSTEM SHALL PROVIDE COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. ALL LAYOUT SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 8. CONTRACTOR SHALL REFER TO CORRESPONDING ON-SITE WATER AND SEWER PLAN FOR UNDERLYING WATERLINES, 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 HARDS CAPE 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 IMMEDIATELY TO PREVENT ANY LAPSE IN IRRIGATION OF THE EXISTING PLANT MATERIAL. ANY PLANT MATERIAL AND/OR IRRIGATION DAMAGED AS PART OF CONSTRUCTION SHALL BE REPAIRED TO A LIKE NEW CONDITION AS PART OF CONTRACT. 12_ ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO THE EXISTING CONTROLLER SHALL BE RECONNECTED TO THE EXISTING CONTROLLER_ CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND UPON COMPLETION OF WORK. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE ADJUSTMENT/MODIFICATION OF EXISTING IRRIGATION SYSTEM WITHIN THIS AND OTHER AREAS AFFECTED BY THE PROPOSED IMPROVEMENTS. ALL LAYOUT SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 14. NO lllSRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING CONSTRUCTION. ALL ADJACENT SYSTEM SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION 15. CONTRACTOR SHALL OBTAIN EXISTING IRRIGATION AS-BUILT RECORD DRAWINGS FOR ADJACENT IRRIGATED AREAS PRIOR TO STARTING WORK. ALL EXISTING IRRIGATION EQUIPMENT LOCATION, SIZES, AND CONDITIONS SHALL BE VERIFIED IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE AT START OF WORK. 16. WHENEVER ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING TRENCHING OPERATIONS, THE CONTRACTOR SHALL REROUTE MAIN LINE TRENCHES. DO NOT CUT ROOTS OVER 1" IN DIAMETER_ ALL CUTS SHALL BE A CLEAN SHARP CUT. IF TRENCHING IS REQUIRED, THE CONTRACTOR SHALL HAND DIG THE TRENCHES TAKING CARE NOT TO DAMAGE ROOTS. NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. PROTECT ALL ROOTS EXPOSED TO SUNLIGHT WITH MOIST BURLAP UNTIL COVERED WITH SOIL. COLOR CHART NOTE: AS A REQUIREMENT THE AUTOMATIC CONTROLLER SHALL CONSIST OF A NEATLY DRAWN 11"x17" LAMINATED IRRIGATION PLAN AND COLORED ZONE MAP LAYOUT CHART. LAYOUT CHART SHALL BE COLOR CODED INDICATING LOCATION OF ALL CONTROLS, SLEEVES, PIPING, HEADS (INCLUDING TYPE), VALVES AND CONNECTION TO WATER SERVICE. 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. Recycled Water Standard Plan Notes 1. All work shall be done in accordance with the City of Carlsbad's Rules and Regulations, 2. Drinking water fountains and designated outdoor eating areas shall be protected against contact with recycled water spray, mist or runoff. 3. Best management practices shall be used to eliminate or control to the best possible; ponding, run-off, over-spray and misting. 4. Hose bibs are strictly prohibited. 5. Cross-connections between recycled water lines and potable water lines are strictly prohibited. 6. No substitutions of pipe materials will be allowed without prior approval of the City of Carlsbad. 7. All mainline pipe shall have warning tape per the City of Carlsbad's Rules and Regulations. 8. Hours for irrigation with recycled water are from 10:00 p.m. to 6:00 a.m. The hours for irrigation with disinfected tertiary recycled water may be modified by the local authority. Irrigation during public use periods with disinfected tertiary recycled water shall be under the 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 pipe shall meet the City of Carlsbad's Rules and Regulations. 1 O. 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, cor1struclion practice or system operation, is strictly prohibited 11. Irrigation heads shall be relocated or adjusted to minimize or eliminate over-spraying on sidewalks, streets and non-designated use areas. 12. Recycled water quick coupling valves shall be of a type designed for use on recycled water distribution systems per the City of Carlsbad's Rules and Regulations. 13. All appurtenances (sprinkler heads, valve boxes, etc.) on recycled water systems shall be color-coded purple per AWWA 9uidelines and Section 116815 of the California Health and Safety Code. 14. All irrigation pipe shall be stenciled with the warning "Non-Potable or Recycled Water", color coded (purple) and laid with the warning tape and stenciling oriented toward the top of the trench per the City of Carlsbad's Rules and Regulations. 15. On new on-site systems (post meter), potable water, constant pressure recycled water and sewer lines shall be placed a minimum of four feet apart or as directed by the project engineer and/or regulatory agency. 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 maintain at least twelve inches crossing separation between ottier utilities. 17. If a constant pressure recycled water line shall be installed above a potable water line or less than twelve inches below a potable water line, then the recycled water line shall be installed within an approved protective sleeve as per the City of Carlsbad's Rules and Regulations. 18. Developer/Contractor shall conduct a cross-connection test and coverage test as directed by the City of Carlsbad and/or the San Diego County Department of Environmental Health pri6r to any use of recycled water. 19. The required cross-connection inspection shall be done by either the Carlsbad Water District and/or the San Diego County Department of Environmental Health. Copies of inspection reports will be forwarded to the non-inspecting party. 20. The design proposed for recycled water "Do Not Drink" signs shall be placed as directed by the City. 21. 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 San Diego Water District. BOB ROTA t (760) 476-2200 -------------a ------;,;;----,,--;------Name Phone Number In case of emergency contact Or after hours contact _______ B_O_B_R_O_T_A ______ at ___ (_76_0-)_4_7_6-_2_2_00 ___ _ Name Phone Number 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 not drinking fountains and or designated outdoor eating areas on this site. 24. Educate all maintenance personnel on a continuous basis of the presence of recycled water. Personnel must be informed that recycled water is meant for irrigation purposes only, and is not approved for drinking purposes, hand washing, cleaning of tools, etc. Given the high turnover rate of employees in the landscape industry, it is important this information be disseminated on an almost daily basis. 25. A physical separation shall be provided between adjacent areas irrigated with recycled water and potable water. Separation shall be provided by distance, concrete mow strips or other approved methods. 26. Contact the City's Office two days prior to the irrigation coverage test and arrange a walk through of the system. Failure to comply with any or all of the above guidelines puts your system in violation of the District's Rules and Regulations, and will result in termination of service until the appropriate corrective steps have been taken. 27. All pressure mainline pipe from the recycled water system shall be installed to maintain a 10 foot minimum horizontal separation from all potable water pipe. Where recycled and potable water pressure mainline pipe cross, the recycled water pipe shall be installed below the potable water crossing in a cl. 200 purple pvc sleeve which extends a minimum of 5 feet on either side of the potable water pipe. Provide a minimum vertical clearance of 12 inches. ONSITE RECYCLED AND POTABLE WATER SEPARATION REQUIREMENTS: HORIZONTAL SEPARATIONS: THE PRESSURIZED RECLAIMED WATER PIPING SHALL MAINTAIN A (10) FOOT HORIZONTAL SEPARATION AT ALL TIMES FROM ALL POTABLE WATER PIPING AND/OR A PARALLEL SANITARY SEWER SYSTEM. IF A 10-FOOT HORIZONTAL SEPARATION IS NOT POSSIBLE, SPECIAL CONSTRUCTION REQUIREMENTS SHALL BE CONSIDERED, REFER TO DISTRICT STANDARDS. COMMON TRENCH CONSTRUCTION IS PROHIBITED. VERTICAL SEPARATIONS: THE PRESSURIZED RECLAIMED WATER PIPING SHALL MAINTAIN A MINIMUM OF ONE FOOT VERTICAL SEPARATION AT ALL TIMES FROM ALL PRESSURIZED POTABLE WATER PIPING AND/OR A SANITARY SEWER SYSTEM THE PRESSURIZED RECLAIMED WATER PIPING SHALL BE INSTALLED ONE FOOT BELOW ALL PRESSURIZED POTABLE WATER PIPING ONE FOOT ABOVE ALL SANITARY SEWER SYSTEMS. IF A ONE FOOT VERTICAL SEPARATION IS NOT POSSIBLE, SPECIAL CONSTRUCTION REQUIREMENTS SHALL BE CONSIDERED. REFER TO DISTRICT STANDARDS. 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-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_ WATER USE NOTE: THESE PLANS HAVE BEEN PREPARED TO COMPLY WITH THE CALIFORNIA STATE WATER EFFICIENT LANDSCAPE ORDINANCE AB1881_ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DIVISION R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suile ZOO Irvine, CA 92618 Tel 949 387 1323 www.ridgela.com L.A. EXP. REVIEWED BY: INSPECTOR DATE DATE BY DESCRIPTION APP'D DATE REVISIONS IRRIGATION NOTES HOEHN AUDI CARLSBAD 5425 PASBO DBL NORTE APPROVED /~_£( S:-E:tl~ 't·'l·lr.-, PLANNING DATE OWN BY LA I PROJECT NO. 11 DRAWING NO. RS CHKD BY SDP 14-06 485-1 L FIELD BY ' ' I iii "' ti " i "' ti '" Ci " a I I I WATER EFFICIENT LA.NDSCAPEWORKSHEET HYl>RO:Z:ONE INFORM.ATION TABLE Cel:itroHor Zc,no Hydroz one ,t, er Ne. .... ,,., ..... . .. , ...... .. )/.•Ive. A lvlW ·1 A. MW 2 A lylW ·3 .. A. . ... lvlW. 4 ... ... A. Mo/o/ ,5 A MW 6 A lylW 7 A .. MW 8 . .. A HW 9 .. A HN .. 111 .... A, MW ,1 I A f<lW 12 f, .. MW ·1J .A [ylW 14 .A HW l5 A HW 16 A HW 17 A. . .. MW 18 A. fvl'•N 19 . A. l•ilW 20 A M\/1 21 A: r.iw 22. A 1/\W 23 A hiW 24 A. lvlV/ ___ 25 .. A rv1v,1 26' A 11\W 27 /\ rvr,,,\I 2::t T□tCl[ plaQ\ecj,A,IJlil ,;_fJydro Z()ll~ 1.11..W-l/ew(aw,WBtfrl/st;; prcwl . .s LW..,low Waler/J-sio'PfafiB MVV -f11 i:?.1"1.( a/,;< ·w~t:er U~e-P[i.,/!lt. hw·,,, Hi'gh water'iJs_& Plant.:;_ . Plal:it Hydro, one Are.a % of Total hl'i_ga~i.Dct Type/Factor~:*-+-Landscaped 'Metho.d*.:t (Sq. Ft.) :(~f) . . . -~~'-''"' . ......... ...... ,,, '''''' . .. .. D 0.5 ·1,66[1 •am B 0.5 99 : 048 D [I 5 ...... 1,,616 'l.67 D. 0.5 1 2''f' '1328 ... .. .. .. ,.Y---! . ... . . D 0,5 1,117 5.44 D !J_.fi 1,065 519 E, 0 .. 5 108 .Q,5,:3 D 0.5 924 4.5.5 D. o;:3 242 118 ~ 0 c, ~p2 1,,'.)'3 .,,,9 .. . . D 0.5 T,834 '8,~J4 B 0.5 90 0.44 B 0.5 ,54 0.2.6 D ·o.·5 ;2 022 . ' 9 n,c; ,Q,_J 0 0.8 ::J9f;l.,,,. 1)9 .J .. 0 0,.8 '2167. ,1.79 •J D I) 8 402 1,96 B 0.5 72 {1.,35 D 0.5 1,667 :8 .. 12 . B O 5 81 0.39 D 0.5 269 1:31 D IJ5 1,130 :i:.51 D [1.5 1,376 6]1 B 0/i 81 0.39 D. 0.5 1,100 5,36 . .. ... .. B 0.5 108 053 B. 0.5 4B: 0.22 D (1_·5 l ,_d7:3 52~ 20,521 11]0% ~~'1ui9.ilQn Netii:od llf°S =.MicrcLspn:iJ' .~·-== :;'p(.JY ~-PliJrt tFa .;tor ft'Qm.,WuGOCs.m ,:i-r· /f~,t ,n. wafor.feat111:1:1 a.' .. uipprqpr/ate R "''ft_q\(Jr B_=-{JIJ_t,f:4er [)_= L!Jip q ;_P'ttier lrd,;;ialion Pressure Calculation M;,ier N,:,: H<:;L: 1 i4]F'r El_ evcit' i o:n· o(~~f~tef; ,,,.,. iiFT Static ,Water Pres:s:ure PSI: + ... -J~·e,~,i V.aive.N<i: M .. a~-i~Um ·s}'sti~im 'oei-na~d .. 'tr· GPM Elevation Change P,Q.C. toHighest Head;] ·· o FT . ____ , , ; _ .. "'" --"-·-__ -, -.. -.-_ -, -, "•_, "-._ -_ -_ -., -,-,;,;,-.,;,-, "' , -"""'-;, . , __ ;_ . ·~-·~"-.. ,;_,~,..;.-.. cc.< . ..,-~ -~~,.·,· ,.;;.::~;.::~;,~·:·. ;c-:::.::· ., Losses: ······· 1 '.Z-' Service line 1-1/2 RP~t1ckllowtlev(ge fJt?l pr_essure· R·equire·d:««• Sttttic Pr.<t\i4f<i :AY<t iJttb.le: Ris'l~f..~'.d) '.P/~i:s-'~t:i .... Hoehh Au.di E-ic1p9tra1-:ipi_r9ti_oo Rqte_ (Elo)~ (Step l x '.ilep 2) Plant Foctor (PF)'' (OJ "Q.6) lrrigol ion Effidienc/(IE)f•·t [Step 6-' ,Slep 7) CAU I IUN: It-I HI::; ::;Hl::1::.1 1::; NU I L4"Xjb" 11 1::; A Kl::UUCl::U fJKIN I QIIY Of GAR~!>B,f;p ~SlJfv,\ATED TOT.AL WATER USE ( ETWU) i Hy:J(ozo ne ~iumber (F5 \Jifh .SLA Zone-Below.-, t.he :,:r,-tncfny j: .t.obl.e:: .os ne,e~:::_.:;:1ryl0,·:c.orriplet.e di h1rjroz.ones' •,a, •-p;z~;r>0/2/2 m111;11;:i -OOo OO_o 46 zJ o.-1-5 31 0.62 '.27.23) 0.5 0.5 9,075 0.75 0.80 44.0 I o.8 l :0.8 • 7SO ,cc .. " •• __ .r Q 0 i Ol6 ~ o.70 . i 46.2 i'l,843 1.437 , o ......................... . . ........ \.. ........... -, .. 13,918 44_.Q 0.8 516 o.8 645 [Stt:;p 3 X <St~p '7') .E~titfrdled l6tCil, \':./c:il,E,f· u,4 ~ ETWU. (Ga.lion\ Pe1Ye-:rr) 37V,BO Total :,hdl not exceed (\1'/fvVA _ • • • :·1E" ln:igctfion. Ef1icier1cy i,n/ <:<st ~,f 1-.s :: ,t,:fQ 'S':'}e6t-e.<:tJ::-,:n:-e.d _r,,rd ype oJ piqr,t~ it'Jby<:li"oz-::;,r,ey Eait'of i~s cm-:t"W '3~t a Ef t;~;i;:;·.Reai'.= 44.i:.1 0, 1 -=-Vlw '" v~~;""t;:~/~V,it~/Us.·~.-,f1~61~ ------··· ..... Emt of El C.arnin,o,F;:eal:: 47,.9 ,Q,_3 = JW ·-Low W.cit<:;r u,e f:'!qn ts ~" m ,.:k-c;(Jt·n_,ant_qfi9ru1_Jl~je.9t,tq oppr::;,vcil ~,y th~ qty F;1:::mrii~i9 :•ts c::: }I W ~ Higf;1 .Wa_t-er Jj~e ·p·iOrits Qj',i[-;i'.)'f-•i MAXIMUM APPLIED WATER USE{ MAWA) cdlculciildn: Pr<ijecfNamo:Ho.ohn Aud.i Meler•Nl)ir'ber: #1 Evtlpolrtlnsplr'Ct'fiOh Rates·: ~-_,~,~«-"•-•M"'««««=#«"'«.,_,M~~=-#««=«««•~ W,iriter :Spriri~ 0.15 12.0 Total Lond;Cope A.rea SEASONAL 1.R.R1GAHON SCHEDULE S4mrnei 0. 19 15.1 Foll o.i:l i0.3 R.un Tirpes (Minute, pe, Dqy) = (6Q x Eto x_pFj f (P~ ~ JE) x (RD) e (CJ Eio = l:)t1ily E:,apotronspi[citfon llgte I_E_ = l_r/_l9ct~l~I'.' ·_EJfl cien_cy PR,= Pteoipifofi~n Rate (Inch e1 per 8our) RD= Ruh.days ~emorial T<ilal) C = Cycles per Doy PF • Plant Fact0< (Kc) ilJ ,,:;: .Convers Ion to minutes Valve : Planting Urd!jiition Quantity , · Type Kc PR IE •n • §oo•n • """"• """ [flvbbler c::: _.7.S !ld:ift;i;~;, IE, [rK1f be _,;~;:~nr:;~~;p;?,_~ct_e,;l (:,_y 1:,:'JoC(Jrneritotk(h ,,.;.;b)<3Cj I::_., dt~·p(}Vi::tl.b)'--t.he--c11y 0 t otdi=:sL.A_ C:'tcl.e(Per Dqy: 'b1:iyil';; Week: lrrigatio"n•-Effid:i'en·cy 0%): Rotors: o.75 "•>«««.'m«+-+-#+"<m., __ -_,y'-'--~-✓«-----,-,-'--'0-0+'~-""c----< ,---•~ -,-,---;-,.-we«", Spray Hea.ds: .Q.71 '&ubbier·Heacl_s_; ~0-.-80 ____ _, La •.,.o,,Nm,• .. ''-·X, -' --- Drip Line: 0.90 Drip Errilter: o.,o "sfeaiiiliotary:. o:7s""' .. ,,,,,,,,. '. M.icro Spray '0.75 Precipitation Rate (in/hr) lSpr~yHead,: fi.6 isu·~~'iei Headi: 2.10 ---········~··~--~' : Drip Line: ..... ,,,,.0.73 : Dril' Erritter: o"."40-. -- :strea ni Rotary: 0:4~' · fMt;;; sp,ay, o.lil 14 Shrub Drip Line! :o.so .o.~·-·· O.a,:) .0 .. 73 ;.. . 0,80 4 .B 10. 7 jMfn."Per Doy 1 Vint~ )ub!>t~. i 3 lu_rf. S prtiy ! 2 Turf ~ip Line j:' 8 Jr•• B~ i,1:,Y.;,.!' Total va1yes 28 0.80 0.50 2._l_O ! O}~, . 1.60 ' .. 0,5.5 0.80 0.75 2 , 3 . 4 2 LM\it .. P,;,iO~i .Fl . -~ . , .. ~~······· f ---r-~t~;~i ~;~ 1.7 3.0 3 .. 8 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. Q ~ ~ "AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 1 •H1~ II CITY OF CARLSBAD PLANNING DIVISION 11~~ WARE MALCOMB Leading Design for Commercial Real Estate ardtitedure plamt.ing interior:,; graphics Sitt! development 6363 greenwich dr. ste. 175 san diego. califunt.iu 92122 p 858.638.7277 f 858.638.7506 R I D G E LAI-IDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 387 1323 www.ridgela.com ' .. -, --- DATE L.A. ------EXP. REVIEWED BY: DATE BY DESCRIPTION INSPECTOR DATE REVISIONS APP'D IRRIGATION CALCULATIONS HOEHN AUDI G'ARLSBAD 5425 PASEO DEL NORTE APPROVED 1cil Gr'-t:\l--0% ---1 -4 · /0 PLANNING DATE OWN BY LA PROJECT NO. 11 DRAWING NO. RS CHKD BY SDP 14-06 485-1 L FIELD BY ,; ~ I I , I ' I I ' I I ; @- 9 1---✓ LEGEND: 1. FINISHED GRADE. SECTION VIEW ' lt) '----' 8 8. LANDSCAPE FABRIC. 2. SCH 80 PVC NIPPLE -LENGTH AS REQUIRED. 9. PEA GRAVEL -MINIMUM 4" DEPTH. 3. SCH 80 PVC UNION. 10. BALL VALVE -SEE LEGEND FOR TYPE. 4. SCH 80 PVC REDUCER BUSHING, SxT, SIZE AS REQUIRED (QTY. 2 REQUIRED). INSTALL SHUTOFF HANDLE PERPENDICULAR TO BOX LID. 11. RECYCLED WATER WARNING TAG. 5. PVC MAINLINE -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) 12. PLASTIC RECTANGULAR VALVE BOX WITH LOCKING PURPLE COVER WITH STAINLESS STEEL BOLT AND WASHER. HEAT BRAND "BV" ONTO LID. 7. NOMINAL SIZE SOLID BRICK (QTY. 4 REQUIRED -ONE AT EACH CORNER OF VALVE BOX). NOTES: A. SCH 80, 45 DEGREE ELBOW FITTINGS, SHALL BE USED TO RAISE MAINLINE WITHIN 12" OF FINISHED GRADE. (FOUR REQUIRED) B. C. PLACE VALVE BOX IN GROUNDCOVER AND SHRUB AREAS WHENEVER POSSIBLE. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. D. E. VALVE BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE. INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE -INSTALL VALVE CENTERED IN BOX. BOLTDOWN VALVE BOX COVER WITH STAINLESS STEEL BOLT AND WASHER. F. ALL MAINLINE AND VALVE FITTINGS SHALL BE SCHEDULE 80 FITTINGS. BALL VALVE NOT TO SCALE • lt) -r -=-+--t.---_.L..------,,--'1-c( ( r1 8 LEGEND: SECTION VIEW 0~6 1. PURPLE "RECYCLED WATER" PVC LATERAL LINE PIPE. SEEL END FOR TYPE -DEPTH PER SPECIFICATIONS. 2. PVC SCH 40, 45 DEGREE ELL -TYP. (2X). 3. PEA GRAVEL -MINIMUM 4" DEPTH. 4. NOMINAL SIZE SOLID BRICK (4 REQUIRED -ONE AT EACH CORNER OF VALVE BOX). 5. LANDSCAPE FABRIC. 6. PURPLE "RECYCLED WATER" PVC MAINLINE. SEE LEGEND FOR TYPE, DEPTH PER SPECIFICATIONS. 7. PVC SCH 80 TEE OR ELL ON MAINLINE OR MANIFOLD. 8 SEE SPECIFICATIONS AND TRENCHING DETAIL FOR MAINLINE DEPTH. 9. SCH 80 PVC NIPPLE -LENGTH AS REQUIRED (3 REQUIRED). 10. SCH 80 PVC THREADED ELL. 11. FINISHED GRADE. SET TOP OF VALVE BOX ½" ABOVE FINISHED GRADE IN TURF AREAS, AND 1-1/2" IN SHRUB I GROUND COVER AREAS. 12. CHRISTY'S RECYCLED WATER WARNING TAG AND VALVE STATION# 1.D. TAG ATTACHED TO VALVE BONNET BOLT. 13. PLASTIC RECTANGULAR VALVE BOX WITH LOCKING PURPLE COVER , USE STAINLESS BOLT, NUT, & WASHER. HEAT BRAND "RCV" & CONTROLLER STATION NUMBER ONTO LID. 14. EPOXY-FILLED WATERPROOF CONTROL WIRE CONNECTIONS. SEE LEGEND FOR TYPE. PROVIDE MINIMUM 24" WIRE EXPANSION COILS AT VALVE. 15. SCH 80 PVC FEMALE ADAPTER. 16. PVC SCH 80 UNION (VALVE SIZE) WITH REDUCING BUSH IF REQUIRED. 17. REMOTE CONTROL VALVE. SEE LEGEND FOR TYPE. 18. SCH 80 PVC RISER -LENGTH AS REQUIRED. 19. PRESSURE REGULATOR, IF SPECIFIED NOTES: A. USE SCH 80 PVC FITTINGS ON UPSTREAM PRESSURE SIDE OF VALVE. B. USE SCH 40 PVC FITTINGS ON NON-PRESSURE SIDE OF VALVE C. SET TOP OF VALVE BOX ½" ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2" ABOVE FINISHED GRADE IN GROUNDCOVER AND SHRUB AREAS. D. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. E. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE LATERAL LINE DEPTH. REMOTE CONTROL VALVE NOT TO SCALE • lt) -r ( rl 111 Ii' 111 I I~ I" 11 I I~ le- -----; 6 4"MIN ~--- .,_____,___~ SECTION VIEW LEGEND: 1. PVC MAINLINE FROM BACKFLOW DEVICE. SEE LEGEND FOR TYPE, DEPTH PER SPECIFICATIONS. 2. PVC SCH 80, 45 DEGREE ELL -TYP. (4 REQ.). 3. PEA GRAVEL -MINIMUM 4" DEPTH. 4. NOMINAL SIZE SOLID BRICK (4 REQUIRED -ONE AT EACH CORNER OF VALVE BOX). 5. LANDSCAPE FABRIC. 6. PVC MAINLINE TO FLOW SENSOR. SEE SPECIFICATIONS AND TRENCHING DETAIL FOR MAINLINE DEPTH. 7. SCH 80 PVC NIPPLE -LENGTH AS REQUIRED (3 REQ.) 8. SCH. 80 PVC UNION 9. FINISHED GRADE. SET TOP OF VALVE BOX ½" ABOVE FINISHED GRADE IN TURF AREAS, AND 1-1/2" IN SHRUB/ GROUND COVER AREAS. 10. CHRISTY'S RECYCLED WATER WARNING TAG AND VALVE STATION# 1.0. TAG ATTACHED TO VALVE BONNET BOLT. 11. PLASTIC RECTANGULAR VALVE BOX WITH PURPLE LOCKING COVER , USE STAINLESS BOLT, NUT, AND WASHER . HEAT BRAND "MV" ONTO LID. 12. EPOXY-FILLED WATERPROOF CONTROL WIRE CONNECTIONS. SEE LEGEND FOR TYPE. PROVIDE MINIMUM 24" WIRE EXPANSION COILS AT VALVE. 13. SCH 80 PVC FEMALE ADAPTER (2 REQ.) 14. PVC SCH 80 UNION (VALVE SIZE) WITH REDUCING BUSH IF REQUIRED. 15. MASTER CONTROL VALVE. SEE LEGEND FOR TYPE. NOTES: A. USE SCH 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. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. D. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE MAINLINE DEPTH. MASTER VALVE 1 0 i----------- WHITE BLACK NOTTO SCALE ~-------{1 4"MIN 5 --10 PIPE DIAMETERS -----ltch~~J---5 PIPE DIAMETERS ---DIMENSION 'A' -DIMENSION 'B' LEGEND: 1. PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN PURPLE COVER, USE STAINLESS BOLT NUT AND WASHER. HEAT BRAND "FS" ONTO LID. 2. FLOW SENSOR -SEE LEGEND FOR SIZE AND TYPE. 3. PVC MAINLINE -SIZE PER FLOW SENSOR, LENGTH AS REQUIRED. 4. NOMINAL SIZE SOLID BRICK (4 REQUIRED, ONE AT EACH CORNER). 5. LANDSCAPE FABRIC. 6. PEA GRAVEL -MINIMUM 4" DEPTH. NOTES: NO VALVES, REDUCERS,----- OR ELBOWS IN THIS AREA EXAMPLE: FOR 1.5" FLOW SENSOR· DIMENSION (A)= MINIMUM 15" DIMENSION (B) = MINIMUM 7.5" 7. (PURPLE) PVC MAINLINE TO MASTER VALVE -SEE LEGEND FOR TYPE, SIZE PER PLAN. 8. SCH 80 REDUCER COUPLING -SIZE PER MAINLINE AND FLOW SENSOR (2 REQUIRED). 9. 1" SCH 40 PVC WIRE CONDUIT WITH SWEEP ELBOW TO CONTROLLER LOCATION. 10. FINISHED GRADE. SET TOP OF VALVE BOX ½" ABOVE GRADE IN TURF AREAS AND 1-1/2" ABOVE GRADE IN SHRUB/ GROUNDCOVER AREAS. 11. EPOXY-FILLED WATERPROOF CONTROL WIRE CONNECTIONS -SEE LEGEND FOR TYPE. PROVIDE MINIMUM 24" WIRE EXPANSION COILS AT FLOW SENSOR. 12. CHRISTY'S RECYCLED WATER WARNING TAG. A. INSTALL FLOW SENSOR PER MANUFACTUR'S RECOMMENDATIONS. B. USE SCH. 80 PVC 45 DEGREE ELLS TO TRANSITION TO MAINLINE DEPTH. C. INSTALL FLOW SENSOR CABLE WITHIN 1" SCH 40 PVC CONDUIT AND WIRE TO CONTROLLER. D. USE SCH 80 PVC FITTINGS. E. SET TOP OF VALVE BOX 112" ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2" ABOVE FINISHED GRADE IN GROUND COVER AND SHRUB AREAS. FLOW SENSOR NOTTO SCALE CAU I IUN: SECTION VIEW LEGEND 1. FINISHED GRADE IN TURF AREAS 7. PVC MAINLINE TO MASTER VALVE, PIPE PER SPECS. 2. PLASTIC RECTANGULAR VALVE BOX WITH LOCKING COVER, USE STAINLESS BOLT, 8. 3/4" ROCK, 2 CUBIC FT. NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. 9. BRICK SUPPORTS HEAT BRAND "BS" ONTO LID. LANDSCAPE FABRIC 3. FINISHED GRADE IN SHRUB AREAS 11 . PVC MAINLINE FROM P.O.C. 4. BASKET STRAINER, .SEE LEGEND 12. PVC SCH 80, 45 DEGREE ELL -TYP. FOR SPECIFICATION (FOUR REQUIRED). 5. BRASS NIPPLE TYP. 13. RECYCLED WATER WARNING TAG 6. FLANGED CONNECTIONS NOTES A. USE SCH 80 PVC FITTINGS. B. SET TOP OF VALVE BOX ½" ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2" ABOVE FINISHED GRADE IN GROUNDCOVER AND SHRUB AREAS. C. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE MAINLINE DEPTH. It-I Hl:::i :::iHl::.1::.1 l:::i NU I L4"Xjb" 11 l:::i A Kl::.UUCl::.U 1-'KIN I ...--------. 1 • :s:! iw w~~ 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 - HUNTER SWING JOINT MODEL #SJ-512 OR RAIN BIRD MODEL #SA-125050. 5. SCH 80 PVC TEE-SxSxT OR ELL-SxT. 6. (PURPLE) PVC LATERAL LINE PIPE - SEE LEGEND FOR TYPE, SEE PLANS FOR SIZE 7. PURPLE COVER. A. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. B. INSTALL SPRINKLER HEADS 24" FROM ANY NON-PERMEABLE SURFACE. C. INSTALL SPRINKLER HEADS MINIMUM 12" FROM ALL BUILDINGS AND WALLS. D. INSTALL SPRINKLER HEADS PLUMB. E. ADJUST SPRAY OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. F. USE TEFLON TAPE ON THREADED FITTINGS, TYPICAL. G. DO NOT SCALE DRAWINGS. H. DO NOT USE SIDE INLET. @ BASKET STRAINER NOT TO SCALE @ POP-UP SPRINKLER NOT TO SCALE "' ~ ~ ITEM NO 1 2 3 4 5 FROM PRESSURE REGULATOR FROM PRESSURE REGULATOR METER STRAINER NOTE: PLAN VIEW 9 3" MIN SECTION VIEW MASTER VN._1/f. TO MASlER VN._1/f. TO MASTER VN._1/f. FLOW SENSOR 1. INSTAil ONE TEST STATION LOCATED DIRECTLY DOWNSTREAM OF IRRIGATION PRESSURE REGULATING VN._VE. HEAT BRAND "TS" ON PURPLE COLORED PLASTIC TEST STATION LIDS. 2. REFER TO DETAIL ·cc· SHEEf #14 CrTY OF CARLSBAD STANDARD DWG. W-35 BYPASS TEE FOR RECYCLED WATER. SIZE AND DESCRIPTION ITEM SIZE AND DESCRIPTION NO 3/ 4 • SCH 80 PVC 90 ELL 6 VN._VE BOX WITH PURPLE COLORED LID 3 4• SCH 80 PVC CLOSE NIPPLE 7 LINE SIZED BRASS BAil VN._VE 3/4" BRASS LOCKABLE BALL VN._VE 8 LINE SIZE BY 3/ 4 SCH 80 TEE WITH 1/4' FEMALE THREAD FIP X METER SWIVEL 9 PURPLE PVC CL 315 SCH 40 MAINLINE 3/4" X 1/4" BRASS THREADED 10 3• MINIMUM DEPTH OF 3/4' WASHED GRAl/f.L BUSHING WITH 1/4" CAPPED OllllEf 11 BRICK OR CONCRETE SUPPORTS (END TO END UNDER 3/4" SCH 80 PVC CLOSE NIPPLE PERIMETER OF VN._VE BOX BOTTOM) t(f I ?t::-.: <L~'h_'•?.1-+-~f1t( i{ .:,:_ ~k\I ~~,d--7,-J---," •cc:,:;: SECTION VIEW NOTES: LEGEND: 1. R/P DEVICE -SEE LEGEND FOR SIZE AND TYPE. 2. BACKFLOW ENCLOSURE MOUNTED ON CONCRETE PAD, SECURED WITH PADLOCK. 3. BRASS UNION. 4. BRASS ELL (TYP). 5. SCH 80 PVC NIPPLE -6" MINIMUM. 6 MAINLINE TO MASTER VALVE. 7. SCH 80 FEMALE ADAPTER. 8. SCH. "K" HARD COPPER MAINLINE FROM METER. 9. 12"x12"x12" CONCRETE THRUST BLOCKS-TWO REQUIRED. 10. CONCRETE SLAB -SEE NOTE BELOW. 11. 12. ANCHOR ROD (TYPICAL). 12. BRASS FULL-PORT BALL VALVE, LINE SIZE. 13. WYE STRAINER -SEE LEGEND FOR TYPE. 14. BRASS RISER -LENGTH AS REQUIRED, 4 REQ. 15. BRASS BALL VALVE. l! C ~ ., i5 :a c ► ., Ii: ~ ~ ei s A. CONCRETE SLAB SHALL BE MINIMUM 6" THICK, 18" WIDE, AND EXTEND MINIMUM 8" PAST THE BACKFLOW ASSEMBLY PIPING. ~ B. IF BACKFLOW ENCLOSURE IS SPECIFIED IN THE LEGEND, THE CONCRETE SLAB SHALL BE ~ THE SIZE REQUIRED BY THE MANUFACTURER. C. BACKFLOW PREVENTION DEVICE ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE TO ~ " GOVERNING CODES AND ORDINANCE. ill D. WRAP SUBSURFACE BRASS PIPING WITH 10 MILL UPC PIPE WRAP. 6 E. PROVIDE 6" CLEARANCE ALL AROUND ENCLOSURE. SLOPE TO DRAIN AWAY AND FINISH z WITH 1/4" ROUND OVER. ~ F. INSTALL ACCORDING TO MANUFACTURER'S INSTRUCTIONS. PROVIDE ADEQUATE ili RE CY CLEO WATER I RRI GA Tl ON .....,,,,,....-_c_L_EA-RA-Nc_E_Fo_R_MA_1N_TE_N_AN_cE_. ----------------11 ~ @ CROSS CONNECTION TEST STATION NOTTO SCALE ® BACKFLOW DEVICE NOTTO SCALE ! i...;=-::;.... ___________________________________ .1..;:::...:;.. ___________________________________ ...1, _____________________________________ ....JL..:=:....--------------------------------,;._---1:a i!1 ~ ~ ~--------------------------~ Ii APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~ ~ 0 ~ ,-----------------,----------------,---------------"T"--------------------"'11!!!8!!'!H!!'!11EET'!!!!!!!!!\'l"l!l '!!!!!!'!!!!!!c!!'!1!!'!-:;v!!'!LAN'!!!!!!~!!'!r!!'!N!!'!~!!'!~!!'!IV'!!!!!!~!""'SIO!!'!B!!'!:!!'!o'!!!!!!'!!!!!!!!!\'1"1!18H'!!!!!!EET8!!'!18'!!!!!!~1 ~ii!~ "AS eui Lr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER. _ -ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. F WARE MALCOMB Leading Design for Commercial Real Estate architl!ctun.' plarming inkrior::. graphics site development 6363 greenwich dr. ste. 175 san diego. calilornia 92122 p 858.638.7277 f 858.638.7506 . ' ' I ! I R I D G E LANDSCAP[ ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 387 1323 www.ridgela.com DATE L.A. ------EXP. REVIEWED BY: INSPECTOR DATE I HI I•,;' II 4111 ldl Ill 1,1, I 1' 11 DATE BY DESCRIPTION REVISIONS APP'O IRRIGATION DETAILS HOEHN AUDI C'ARLSBAD 5425 PASEO DEL NORTE APPROVED /<2-~ I C-r, fH-=--tr 't-4 .1,:;- PLANNING DATE OWN BY LA PROJECT NO. 11 DRAWING NO. CHKD BY RS FIELD BY SOP 14-06 485-1 L ~ "' ~ "' ~ i fl z ! C ~ 1' ' ' f ' 1 LEGEND: 1. LOW VOLTAGE WIRES -SEE LEGEND FOR SIZE AND TYPE. 2. POLY TUBE PRE-FILLED WITH 2 WATERPROOF GEL -SEE LEGEND FOR TYPE. 3. WIRE CONNECTOR. WIRES SHALL BE PRE-STRIPPED OF ½" OF THE INSULATION PRIOR TO INSERTION INTO THE CONNECTOR. TWIST 3 CONNECTOR ONTO WIRES TO SEAT FIRMLY. SECTION VIEW NOTES: 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# SA 102, A LARGER WIRE CONNECTOR. ---------- ------0 ......... 2 7 ---:"" B fr 11i'lllll=-lll~-{3 i'll 11 i'll 1 ... 12 .. _<> I ill ill ill ill ..... •·~'""=~~~~~fl---{ 4 7 11 -- 1illlllgl . ~-II Ill Ill-·· = =II IFIIRIFIIRIFIIRIFIIRIRIF SECTION VIEW DIMENSION A 314" TO 3" IN SIZE 12" 4" TO 6" IN SIZE 18" LEGEND: 1. FINISHED GRADE. 2. CLEAN COMPACTED BACKFILL. 3. UNDISTURBED SOIL. 4. "PURPLE" RECYCLED WATER PVC LATERAL LINE -SEE LEGEND FOR TYPE. 5. "PURPLE" RECYCLED WATER PVC MAINLINE - SEE LEGEND FOR TYPE. 6. CONTROL WIRES. 7. TWO 3" WIDE, PURPLE RECYCLED WATER, DETECTIBLE METALLIC MARKING TAPES. NOTES: B 1 8" 24" A. LINES MUST HAVE MINIMUM CLEARANCE OF 4" FROM EACH OTHER AND 24" FROM OTHER TRADES. B. RUN WIRING UNDER MAINLINE. TAPE AND BUNDLE@ 10' O.C. C. TIE A 24" LOOP IN ALL WIRING AT CHANGES IN DIRECTION. D. CONTRACTOR MUST ADJUST MAINLINE AROUND ALL STREET LIGHT LOCATIONS. CAU I IUN: It-I HI~ ~Hl::I:: I I~ NU I L4"Xjb" 11 I~ A Kl::UUCl::U 1-'KIN I lrsECYCLED WA rrn I I LEGEND: I A2 I \~I ) rsECYCLED wArrn I k 12" k 'I 'I HARD SCAPE PLAN VIEW 1. RECTANGULAR VALVE BOX, TYPICAL. A3 RECYCLED Wi\frn I 2. APPROPRIATE STATION NUMBER HEAT-BRANDED ONTO VALVE BOX LID. 3. "RCV" HEAT-BRANDED ONTO VALVE BOX LID. 4. PLASTIC RECYCLED WATER WARNING PLATE, BOLT TO COVER 5. ROUND QUICK-COUPLING VALVE BOX, TYPICAL. 6. EDGE OF WALK, FENCE, CURB, ETC. NOTES: ~------11 _,.---------\ 4 ---------~ 6 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 GROUNDCOVER / SHRUB AREAS WHERE 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. • ~ 3 5 \\ ~-I--+--+-+-_£_- SECTION VIEW XCZ-PRB-150-COM INI_ET 1-1/2" FPT r ~----~ ----1 : i 150-PESB 1-112" RCV 114-114"' .tl/2" 10-1/2" ±1/2" \ : -'-----= _I i I I L _________________________ J PLAN VIEW @ OUTLETS (2) 1" FPT CONTROL, ZONE KIT: RAIN BIRD XCZ-PRB-150-COM (INCLUDES 1-1/2"' PC:SB VALVE, (2) QKCHK PRESSU;\E REGULATING 1"' BAS:-<ET FILTERS. US':': FOR LJl::MANDS 16 Gl-'M AND GREAH:R USE XCZ-PRB-100-COM, (1") CONTROL ZONE KIT FOR DEMANDS LESS THAN 16 GPM USE XCZ-PRB-150-COM, (1-112") CONTROL ZONE KIT FOR DEMANDS 16 GPM AND GREATER LEGEND: 1. CONTROL WIRES WITH EPOXY-FILLED CONNECTIONS -PROVIDE 24" COIL OF WIRE AT VALVE. 2. REMOTE CONTROL VALVE -SEE LEGEND FOR TYPE. 3. BASKET FILTER. 4. PVC SCH 40 MALE ADAPTER. (2 REQ. FOR 1" VALVE) (4 REQ. FOR 1-1/2" VALVE) 5. PVC SCH 80 UNION.(1 REQ. FOR 1" VALVE) (2 REQ. FOR 1-112" VALVE) 6. PVC SCH 80 NIPPLE -LENGTH AS REQUIRED, TYPICAL. 7. PLASTIC RECTANGULAR VALVE BOX WITH "RCV" HEAT-BRANDED ONTO LID. 8. FINISHED GRADE -SET TOP OF VALVE BOX ½" ABOVE GRADE IN TURF AREAS AND 2" ABOVE GRADE IN SHRUB I GROUND COVER AREAS. 9. PVC LATERAL LINE TO DRIP SYSTEM 10. NOMINAL SIZE SOLID BRICK -4 REQUIRED, ONE AT EACH CORNER OF VALVE BOX. 11. PEA GRAVEL -MINIMUM 4" DEPTH. 12. LANDSCAPE FABRIC. 13. PVC SCH 80 NIPPLE (2" LENGTH, HIDDEN) AND PVC SCH 40 ELL. 14. PVC MAINLINE -DEPTH PER SPECIFICATIONS. 15. PVC SCH 80 NIPPLE. (LENGTHS REQUIRED) 16. PVC SCH 80 ELL. 17. CHRISTY'S RECYCLED WATER WARNING TAG AND VALVE STATION# l.D. TAG ATTACHED TO VALVE BONNET BOLT. iii l r=------------------------------------+---------------------------------------1---------------------------------------1--------------------------------------...;.lc WIRE CONNECTION NOTTO SCALE PIPE INSTALLATION NOTTO SCALE VALVE BOX LAYOUT NOTTO SCALE CD DRIP REMOTE CONTROL VALVE NOTTO SCALE ! p.::..------------------------------lf-.:.:.~------------------------------1..:::....:::. ___________ _:_: _______________ ....J..:::::~------------------------------1~ ~ 14"-16" MAXIMUM (2" FOR SHRUB) -LLLLLLLL (6" FOR TURF) , _LLLLLLI _LLLLLL I I I I I I LEGEND 14"-16" MAXIMUM (12" FOR TURF} SECTION VIEW 14"-16" MAXIMUM 1. BARK MUI_CI-I FOR SHRUB ARE/\ PLANTING, SEE PLANTING PLAN FOR DEPTH AND TYPE. 2. FINISHED GRADE. 3. AMENDED SOIL INSTALLED AFTER TUBING. 4. DRIP TUBING INSTALLATION, 14"-16" ROW SPACING FOR SHRUB AREAS AND 12" MAXIMUM ROW SPACING FOR TURF AREAS. 5. AMENDED SOIL AS PER LANDSCAPE DRAWINGS. BRING SOIL LEVEL TO 3" BELOW FINISHED GRAlJE FOR SHRUB AREAS AND T' BELOW FlNISHED GRADE FOR TURF AREAS, PRIOR TO DRIP TUBING INSTALLATION. 6. 9" WIRE STAKES FIVE (5) FEET ON CENTER. NOTES A. TO INSURE EVEN PARALLEL AND LEVEL TUBING ROWS IT IS RECOMMENDED THAT THE SOJL L[\/EL IN THE PLANTER AREAS BE BROUGHT TO 3" BELOW FINISHED GRADE AND PROPERLY COMPACTED AS PER THE LANDSCAPF:D DRAWINGS PRIOR TO THE INSTALLATION OF Tl IE TUBING. B INSTALL TUBING ROWS 14"'-16" APART JN SHRUB ARE/\S AND A MAXIMUM OF 12" ROW SPACING FOR TURF AREAS, SECURE TO GRADE USING WIRE HOOP STAKES AT 5 FEET ON GEN rER S1-'ACJNG. C. B/\CKFILL FINAL 2" OF SOIL FOR SHRUB AREAS AND 6" OF SOIL FOR TURF AREAS OVER THE TUBING AFTER INSTALLATION OF THE TUBING. D. DRIP TUBING SHALL. BE INSTALLED WITH EMITTERS TRIANGULAR SPACED. 12 lT 1-l-l,cl+j:::;;llc1----~5 I I i'1 l;:;!,I I i-o;,;,;,~~~~~,J;:: I I 6 \------'=:::1::::=1,l<t==:=W=Lf =i..L=i..l-"?J..c::::IJ..J:::=I LEGEND: 1. ROAD PAVING. 2. UNDISTURBED SOIL. 3. SAND BACKFILL. 4. "PURPLE" RECYCLED WATER SCHEDULE 80 PVC PIPE. 5. "PURPLE" RECYCLED WATER 6" DIAMETER OR GREATER SCH 80 PVC PIPE. 6. WIRE SLEEVE NOTES: SECTION VIEW 7. "PURPLE" RECYCLED WATER 6" DIAMETER OR GREATER SCH 40 PVC PIPE. 8. "PURPLE" RECYCLED WATER 3" -5-1/2" DIAMETER SCH 40 PVC PIPE. 9. "PURPLE" RECYCLED WATER LESS THAN 3" DIAMETER SCH 40 PVC PIPE. 10. 12" CLEAN COMPACTED BACKFILL. 11. PAVING (NON-ROAD). 12. TWO 3" WIDE, PURPLE RECYCLED WATER, DETECTIBLE METALLIC MARKING TAPES. A. SLEEVES UNDER PAVING (NON-ROADS) SHALL BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. LESS THAN 3" DIAMETER= 18" COVER, 3" - 5-112" DIAMETER= 24" COVER, 6" DIAMETER OR GREATER= 36" COVER - "PURPLE" RECYCLED WATER SCH 40 PVC PIPE. B. SLEEVES UNDER ROADS SHALL BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. 6" DIAMETER OR LESS= 36" COVER, 6" DIAMETER OR GREATER= 48"COVER -"PURPLE" RECYCLED WATER SCH 80 PVC PIPE. 171------+-----11 6 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 CONNECTIONS. 3. STAINLESS STEEL, U.L. LISTED, PRE-DRILLED, REMOVABLE BACKBOARD. REMOVABLE FRONT PANEL, NOT SHOWN. 4. FINISHED GRADE. 5. MOUNTING QUICK PAD BASE -SEE LEGEND FOR TYPE. 6. 3" PVC CONDUIT WITH SWEEP ELL FOR DIRECT BURIAL CONTROL WIRES TO CONTROL VALVES 7. 1" PVC CONDUIT WITH SWEEP ELL FOR MASTER VALVE. 8. 1" PVC CONDUIT WITH SWEEP ELL FOR FLOW METER. 9. 1" PVC CONDUIT WITH SWEEP ELL FOR 120 VAC POWER FROM METERED POWER SOURCE. 10. 1" PVC CONDUIT WITH SWEEP ELL FOR GROUND ROD CABLE. 11. (1) %" X 8' COPPER GROUND ROD MINIMUM W/ #10 GROUND WIRE AND CLAMP. INSTALL INSIDE A 10" ROUND VALVE BOX -GROUND ROD TO BE LOCATED WITHIN 15' OF CONTROLLER. CONTRACTOR SHALL INSTALL ACTUAL GROUNDING EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. 11 15 SECTION VIEW LEGEND: 1. REMOVABLE QUICK COUPLER KEY ASSEMBLY CONNECTION. KEY MUST CLEAR VALVE BOX, AS SHOWN. 2. 10" PLASTIC ROUND VALVE BOX. HEAT BRAND "QCV" ONTO LID. 3. FINISHED GRADE. 4. RECYCLED WATER TAG. 5. STAINLESS STEEL CLAMP -2 REQUIRED. 6. PEA GRAVEL -MINIMUM 4" DEPTH. 7. LANDSCAPE FABRIC. 8. #4 REBAR -36" MINIMUM LENGTH. 12. FILL INSIDE MOUNTING PAD VOIDS WITH ¾" PEA GRAVEL. NOTES: ---__/ 7 9. PVC MAINLINE -SEE LEGEND FOR TYPE. 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 VALVE WITH LOCKING COVER -SEE LEGEND FOR TYPE. a I 13. WATER PROOF EPOXY SEALANT AT CONTROLLER BASE. A. USE SCH. 80 PVC 45 DEGREE ELLS TO TRANSITION TO MAINLINE DEPTH. ill 14. POWER SWITCH WITH GFI RECEPTACLE. B. SET TOP OF VALVE BOX 1-112" ABOVE FINISHED GRADE IN MULCH OR GROUNDCOVER I SHRUB 6 15. RAIN SENSOR LOCATED WITHIN STAINLESS STEEL ENCLOSURE -SEE LEGEND FOR TYPE. AREAS, SET½" ABOVE FINISHED GRADE IN TURF AREAS. z 16. CONTROLLER -SEE LEGEND FOR TYPE. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. ~ 17 WARNING SIGN: "RECLAIMED WATER DO NOT DRINK" IN ENGLISH AND SPANISH, LOCATED ON D. QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. "' OUTSIDE OF ENCLOSURE. c t?~----------------------+-:::::::-----------------------+-:::=:::-----------------------~~-----------------------1~ ® ORI PLINE LAYOUT (TYP) NOTTO SCALE SLEEVE INSTALLATION NOTTO SCALE (0 CONTROLLER ASSEMBLY NOTTO SCALE QUICK COUPLER VALVE NOTTO SCALE I i.....;=---------------------------------...L..;:::.~------------------------------L..::::.::::: ______________________________ ..,L::::,...:::,_ _____________________________ ....J,. I I!, ~---------------------------1~ APPROVED FOR PLANTING AND ~ IRRIGATION ONLY, INCLUDING PRECISE ~ LOCATION OF PLANTING AREAS. ~ ,----------------r-------:::::::::::-~---------------,------------------~~-!!!!!!!"!"!!!!!!!!"!!!!!!!!"!!!!!!!!"!!!!!!!!"!!!!!!!!"!!!!!!!!"!!!!!!!!"!!!!!!!!"!!!!!!!!"!!!!!!!!"!!!!!!!!!!!!!'!!"!!!!!!!!"!!!!!!!!!!!!!!!il/: "AS-BU I LT" REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, 1 •H1EET2 11 CITYPLANONFIN~ADRIVLISSIOBNAD I I 8HEET818 I ~ .. WARE MALCOMB Leading Design for Commercial Real Estate architecture ph.1mting interior~ graphics site development 6363 greenwich dr. ste. 175 san diego. californla 92122 p 858.638.7277 f 858,638.7506 J' fi I H! Ll/.'1/..,W,."-L""--'a 6 R I D G E LANDSCAPE ARCHI I cCTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 387 1323 www.ridgela.com DATE L.A. ------EXP. REVIEWED BY: INSPECTOR DATE ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO . "' . IMPLEMENTATION IN FIELD. ~ IRRIGATION DETAILS ~ HOEHN AUDI C'ARLSBAD ~ 5425 PASEO DEL NORTE ~ "' ~ APPROVED 14( Gr-E:IL4",\---4-"'f. t.:; DATE BY DESCRIPTION REVISIONS PLANNING DATE OWN BY LA PROJECT NO. 11 DRAWING NO. APP'D CHKD BY RS FIELD BY SOP 14-06 485-1 L fl I C ~ F I. . I I i ' I I I Ill Ill_ 11=1' • I 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. ¼" DISTRIBUTION TUGING: (LENGTH AS REQUIRED) NOTES: A. USE XERIMAN TOOL XM-TOOL TO INSERT BARB TRANSFER FITTING DIRECTLY INTO DRIPLINE TUBING. B. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. C. INSTALL POP-UP HEAD ½" ABOVE GRADE. 8" LEGEND: SECTION VIEW 1. (PURPLE) "RECYCLED WATER" SIX INCH ROUND PLASTIC VALVE BOX -HEAT BRAND "FV" ONTO LID. 2. FINISHED GRADE. 3. (PURPLE) "RECYCLED WATER" SCH 40 PVC PIPE EXHAUST HEADER FROM DRIP TUBING. 4. (PURPLE) "RECYCLED WATER" PLASTIC LABEL ATTACHED WITH NYLON TIE. LABEL TO READ: "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH. 5. (PURPLE) "RECYCLED WATER" PVC LATERAL (OR EXHAUST HEADER). 6. 1/2" ROUND WASHED PEA GRAVEL -2.5 CUBIC FEET MINIMUM. 7. NOMINAL SIZE SOLID BRICK SUPPORTS (3 REQUIRED -EQUALLY SPACED). 8. LANDSCAPE FABRIC. 9. S X ½" SCH. 40 PVC 90 DEGREE ELL (SIZE AS REQUIRED) 10. AUTOMATIC DRIP FLUSH VALVE -SEE LEGEND FOR TYPE. NOTES: A. USE SCH 40 PVC 45 DEGREE ELLS TO TRANSITION TO ORIPLINE HEADER DEPTH. B. SET TOP OF VALVE BOX 1-1/2" ABOVE FINISHED GRADE IN GROUNDCOVER / SHRUB AREAS. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. D. INSTALL AIR RELIEF VALVE 18" FROM PAVING. CAUTION: Ir THI~ ~HEET I~ NUT L'.4"x::H:i'' IT I~ A KEDUCED t-JKIN I ·--i--12.!.-.j-12-" -i-12-· -~ I I I I I I I I I . . . · ... : NOTES: SECTION VIEW LEGEND: 1. FINISHED GRADE. 2. AMENDED SOIL. BRING SOIL LEVEL MINIMUM 7" BELOW FINISHED GRADE PRIOR TO DRIP TUBING INSTALLATION. SEE PLANTING PLANS. 3. HARDSCAPE / CURB I PAVING . 4. IN-LINE DRIP TUBING WITH EMITTER SPACING 12" ON CENTER- SEE LEGEND FOR TYPE. 5. 9" WIRE STAKES FIVE (5) FEET ON CENTER. A. ROW SPACING SHALL BE 10"-12" IN TURF AREAS. B. PERIMETER IN-LINE DRIP TUBING TO BE INSTALLED MAXIMUM 2" FROM PERIMETER OF PLANTER I HAROS CAPE. C. DRIP TUBING SHALL BE INSTALLED WITH EMITTERS TRIANGULAR SPACED. 1 i.:±::w~~::::::=[~~a L -_j INSET A I I I 2"-4" I ;]: I I J '\ '\ '\ '\ '\ \ \ \ \ \ \ \ \ '\ \ ~ ) I I I )=,; ~=; ::c=:: :=:::r::::=:::i; II I I I I I I I 1 ___________________ 1 4::C:;Jiit:::I~ DRIP MANIFOLD BURIAL DEPTH INSET A LEGEND: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14 PVC PIPE LATERAL LINE FROM DRIP ZONE KIT. PVC PIPE SUPPLY HEADER . SCH 40 PVC TEE SxSxT OR ELL, LINE Sile BY ½". DRIPLINE FITTING MALE ADAPTER TRANSITION TO DRIP TUBING. AIR/VACUUM RELIEF VALVE (PLUMBED AT EACH HIGH POINT OF EACH LATERAL LEG CENTERED ON MOUND OR BERM) (TYP) IN-LINE DRIP TUBING WITH EMITTERS 12 INCH ON CENTER, ROW SPACING 14 -16 INCHES ON CENTER FOR SHRUB AREAS ANO 12 INCHES MAXIMUM FOR TURF AREAS -SEE LEGEND FOR TYPE. PVC PIPE FLUSH EXHAUST MANIFOLD. AUTOMATIC DRIP FLUSH VALVE, PLUMBED TO PVC PIPE (TYP) - SEE LEGEND FOR TYPE. ½" POLYETHYLENE BLANK TUBING. BARB X BARB INSERT TEE OR CROSS. TYP DRIP OPERATIONAL INDICATOR - SEELEGENDFORTYPE. PLANTER AREA PERIMETER. PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF PLANTER AREA, MINIMUM 12" DISTANCE FROM BUILDING. PVC PIPE SCH 40 RISER, LENGTH AS REQUIRED. @ DRIPLINE OPERATION INDICATOR NOTTOSCALE @AUTOMATIC DRIP FLUSH VALVE NOTTOSCALE @ TURF DRIPLINE LAYOUT (TYP) NOTTO SCALE @ DRIPLINE LAYOUT (TYP) NOTTO SCALE LEGEND: w ,.,. 0 N CAUTIO RECLAIMED WATER SEO FOR IRRIGATION DO NOT DRINK CUIDADO AGUA RECLAMADA UNICAMENTE PARA REGAR PROHIBO TOMAR SECTION VIEW 4 1. 2" SO. ALUMINUM TUBE PAINTED TO MATCH FRAZEE "ORANGE PEAL" 2. FINISH GRADE 3. CONCRETE FOOTER 4. 9"x14"x118" ALUMINUM PAINTED TO MATCH PURPLE PMS COLOR #266 5. HP WHITE VINYL GRAPHICS 1/2" HEIGHT NOTE: A. TWO MINIMUM PER SITE 2 • • -1 Ii) -@ 2" MIN. 9 111 i 111 I - 8 7 5 LEGEND: SECTION VIEW 1. DRIP SYSTEM AIR RELEASE VALVE, SEE LEGEND FOR TYPE. INSTALLED ON SCH. 40 PVC THREADED COUPLING WITH A 3/4" SCH. 80 NIPPLE, LENGTH AS REQUIRED TO LOCATE VALVE 2" FROM TOP OF VALVE BOX. 2. (PURPLE) "RECYCLED WATER" SIX INCH ROUND PLASTIC VALVE BOX, HEAT BRANO "ARV" ONTO LID. 3. FINISHED GRADE. 4. (PURPLE) "RECYCLED WATER" PVC PIPE FROM DISCHARGE HEADER, 112" SCH 40, LENGTH AS REQUIRED. 5. NOMINAL SIZE SOLID BRICK SUPPORTS (3 REQUIRED -EQUALLY SPACED). 6. LANDSCAPE FABRIC. 7. 1/2" ROUND WASHED PEA GRAVEL -MINIMUM 4" DEPTH. 8. PVC SCH 40 ELBOW (SxT) OR TEE, 3/4" SIZE WITH 314" x 112" SCH 40 PVC SLIP BUSHING. 9. (PURPLE) "RECYCLED WATER" PLASTIC LABEL ATTACHED WITH NYLON TIE. LABEL TO READ: "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH. NOTES: A. USE SCH 40 PVC 45 DEGREE ELLS TO TRANSITION TO DRIPLINE HEADER DEPTH. B. SET TOP OF VALVE BOX 1-1/2" ABOVE FINISHED GRADE IN GROUNOCOVER I SHRUB AREAS. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. D. INSTALL AIR RELIEF VALVE 18" FROM PAVING. (2") .FOR SHRUB (6") FOR TURF ™~---------"0 .~~~~~~~~~~~~~~~~~ -® LLLLLLLLLLLLLLLLL (';\ .LLLLLLLLLLLLLL~LL @ .LLLLLLLLLLLLLLLLL 7 SECTION VIEW LEGEND: 1. 2. 3. 4. 5. 6. 7. 8. 9. BARK MULCH FOR SHRUB AREA PLANTING, SEE PLANTING PLAN FOR DEPTH AND TYPE. FINISHED GRADE. AMENDED SOIL. DRIP TUBING -SEE LEGEND FOR TYPE. ORIPLINE BARB INSERT FITTINGS -SEE LEGEND FOR TYPE. BLANK POLY TUBING -LENGTH AS REQUIRED. DRIP TUBING MALE ADAPTER. PVC LATERAL LINE PIPING INLET OR EXHAUST MANIFOLD. SCH 40 PVC TEE SxSxT, LINE SIZE BY ½". r 7 J---i---f-...- """'" ,_,.,,ou,.,, ""'""" '" 1 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 ½". 5. DRIPLINE FITTING MALE ADAPTER TRANSITION TO DRIP TUBING. 6. AIR/VACUUM 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, 10. 11. 12. 13 14. PVC PIPE FLUSH EXHAUST MANIFOLD. AUTOMATIC DRIP FLUSH VALVE, PLUMBED TO PVC PIPE AT LOW/END OF DRIP ZONE (TYP) -SEE LEGEND FOR TYPE. DRIP OPERATIONAL INDICATOR -SEE LEGEND FOR TYPE. PLANTER AREA PERIMETER. PERIMETER DRIPLINE LATERALS 2" TO 4" FROM EDGE PERIMETER DRIPLINE 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. B. DRIP EMITTER LAYOUT SHALL BE TRIANGULAR SPACED. ® RECLAIMED WATER SIGN NOT TO SCALE ® DRIP AIR RELIEF VALVE NOTTOSCALE CD DRIPLINE CONNECTION NOTTOSCALE ® DRIPLINE LAYOUT (TYP) NOT TO SCALE WARE MALCOMB Leading Design for Commercial Real Estate architecture planning interiors grnphics site development 6363 greenwich dr. ste. 175 san diego. calilomia 92122 p 858.638.7277 f 858.638.7506 6 R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite ZOO Irvine, CA 92618 Tel 949 387 1323 www.ridgela.com "AS-BUIL r DATE L.A. ______ EXP. REVIEWED BY: INSPECTOR DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR ANO DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DIVISION IRRIGATION DETAILS HOEHN AUDI CARLSBAD 5425 PASEO DEL NORTE APPROVED /L~( ~ E::11A 'f-9-1"5' PLANNING DATE DWN BY LA PROJECT NO. 11 DRAWING NO. RS CHKD BY FIELD BY SOP 14-06 485-1 L Y. ; ► ~ ... 0 ... iS ::, tJ z w ::, 8 "' F 12 15 ,. .. .. ::, 0 " .., < ::, w ~ ... 0 tl " 0 z w F f! ... Ii ~ 0 0: .. Ill ~ X ., ► " ~ .. w 0: " ~ ► z < "' ., i!i ~ "' F i5 fil Ii: " !!/ "' .. ~ ili 0 ~ ., z 0 ., iS ::, c ; 0: ~ lj iS [;J ~ "' "' ~ ~ ili Ill z ~ i!i ::, c ~ I .; ~ < ::, I F ;i; ... i!i ::, 1:1 ~ ► .. ... .. ~ ~ i 15 s ► ~ i5 0 Ill ~ ill ... 0 z ~ < ili C ~ .. ::, ~ ::, I!! 3' l'l ... X " ~ ~ C z < /: 15 ~ .. "' F ~ Ill z 0 " <l Ii: " ~ 0 z < 1l z ;i; iii 0 ~ F I ' I !1 I I I I i!!II Ii Hl1illlr111Hlil \ ' '! I '' : I : I I ' I I i ofr8 1--~ "' 5'--_,__ 4 )------I 0 5\--~~--r 5)----------1 Q ITEM 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. ITEM DESCRIPTION NOTES: 1. THE LISTED PIPE AND FITTINGS ARE INTENDED FOR A 2" WATER SERVICE AND 1" COPPER PIPE AND FITTINGS MAY BE USED FOR WATER SERVICE. 2. THREADED JOINT FITTINGS (NPT) MAY BE USED IN PLACE OF SOLDERED JOINTS SHOWN ON THIS DRAWING. ® 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" x 2" x 1" C x C x C TEE 3/4" HOSE BIB OR TEST COCK 2" x 3/4" C x MIP ADAPTER SPEC I DWG REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT BYPASS TEE CITY ENGINEER DATE FOR RECYCLED WATER STANDARD DWG NO. W-35 BYPASS TEE FOR RECYCLED WATER TESTING NOTTO SCALE CAUTIUN: Ir THl::i ::iHEET l::i NUT L4"xJti" IT l::i A KEDUCED PKINT LEGEND: 1. TREETRUNK. ' 2. TREE ROOTBALL. SET AT EDGE OF SET AT EDGE OF 3. SPRAY HEAD NOZZLE -SEE LEGEND FOR TYPE. 11 ROOTBALL ROOTBALL 9 SECTION VIEW NOTE: 4. FINISHED GRADE. 5. 2" LAYER OF MULCH, PER PLANTING PLANS. 6. IRRIGATION POP-UP HEAD -SEE LEGEND FOR TYPE. 7. SCH 80 PVC THREADED RISER- LENGTH AS REQUIRED. 8. PVC LATERAL, PER PLAN. 9. PRE-ASSEMBLED TRIPLE SWING JOINT: HUNTER SJ SERIES (OR APPROVED EQUAL). LAY LENGTH TO BE 6" MINIMUM SIZE AS PER SPRINKLER OUTLET. 10. SET ROOTBALL ON UNDISTURBED NATIVE SOIL. 11. PVC SCH 40 TEE-SST OR ELL-ST ON PVC LATERAL. 12. TREE PIT, PER PLANTING DETAILS. A. (2) BUBBLERS REQUIRED FOR 24" BOX TREES AND SMALLER. (3) BUBBLERS REQUIRED FOR 36" BOX TREES. (4) BUBBLERS REQUIRED FOR 48" BOX AND LARGER TREES. B. A. PERCOLATION TEST TO BE DONE FOR DEEP WATERING, AND RESULTS RETURNED TO LANDSCAPE ARCHITECT. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. A POP-UP TREE BUBBLER NOT TO SCALE CD~----~ 21------- 4 )----------~--11 24" 10' MINIMUM TO POTABLE MAINLINE IN STREET SECTION VIEW -NOT TO SCALE LEGEND: 1. METER BOX WITH METER. 2. SIDEWALK. 3. CURB. 4. POTABLE SERVICE LINE. 5. RECYCLED WATER IRRIGATION MAINLINE WITH SLEEVE. NOTE: ' "' - VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. NOTTO SCALE Y POTABLE SERVICE LINE CROSSING I--Ii i iii "' i!i L----------------------------------~-.:....-------------------------------+ .... "'---------------------------------t~ REFER TO DETAIL "CC" CITY OF CARLSBAD STANDARD DWG. W-35 BYPASS TEE FOR RECYCLED WATER. WARE MALCOMB Leading Design for Commercial Real Estate architecture plarm.ing interiort. graphics site development 6363 greenwich dr. ste. 175 san diego. californla 92122 p 858.638-7277 f 858.638.7506 R I D G E LAtlDSCAPc ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 91618 Tel 949 387 1323 www.ridgela.com '' "' ""' I ' i' "'---..CCC"" i'l, ...,__ r SECTION VIEW PLAN VIEW -N.T.S. NOTE: LEGEND: 1. FINISH GRADE. 2. VINE. 3. MICRO-SPRAY POP-UP: RAIN BIRD XERI-POP XP-600X 6" POP-UP. SEE LEGEND FOR NOZZLE TYPE. 4. IN-LINE DRIP TUBING, SEE LEGEND FOR TYPE. 5. ¼" SELF-PIERCING BARB CONNECTOR: RAIN BIRD SPB-025. 6. ¼" DISTRIBUTION TUBING: RAIN BIRDXQ TUBING ( LENGTH AS REQUIRED) 7. VINE ROOT BALL -'1.,-I____J~"""':1 I 1~111 "i',"1"""11 \Sl"I l~I '1""'11 "1'111 ""'111;,,;,;,1=1'11---G) MINIMUM COVER OVER 111-111111-I I II 11-1111I1-111111-111111-I I II I RECYCLED WATER LINE ------ (MUST MEET CITY OR I 111 111 111 11 =1 I I 11 COUNTY REQUIREMENTS 111 111 111 111 - I ill ill ill L-_11 ----------{ 5 SECTION VIEW -NOT TO SCALE NOTES: LEGEND: 1. FINISH GRADE. 2. 3" WIDE, PURPLE RECYCLED WATER, DETECTIBLE METALLIC MARKING TAPES. 3. "PURPLE" RECYCLED WATER PVC PIPE NON-PRESSURE LATERAL LINE PIPE FROM IRRIGATION HEAD TO IRRIGATION HEAD. WHENEVER THE LINES CROSS THE POTABLE PIPE, NO SLEEVE IS REQUIRED. 4. "PURPLE" RECYCLED WATER PVC PIPE PRESSURE MAINLINE. 5. CONTROL WIRES. 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 CROSSl,NG PATH OF POTABLE WATER LINE. D. ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED. A. PLACE POP-UP AT EDGE OF VINE ROOTBALL ADJUST PER ROOTBALL SIZE, TYPICAL. 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. "AS-BUILT" DATE L.A. ______ EXP, REVIEWED BY: INSPECTOR DATE fl 'I •:I II NOTTO SCALE RECYCLED/ POTABLE PIPE CROSSING REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'□ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. IBH~ II CITY OF CARLSBAD PLANNING DIVISION IRRIGATION DETAILS HOEHN AUDI C'ARLSBAD 5425 PASEO DEL NORTE APPROVED 1ul L--],E:Ji-o4t 4-"1-t'? PLANNING DATE OWN BY LA PROJECT NO. DRAWING NO. RS CHKD BY SDP 14-06 485-1 L FIELO BY " " I i I ~ 15 i!' 0 >-~ ii ~ ill \ I ii i p 'JS' <8-fi-EP-o-ut PH YM 'JS' 20' CMWD 'ATER ESM 'JS' DYM MAR CAL 'LJ' PHO 'JS' ,----- ooo di O 0 •oo Soo '1.2.0 'LJ' ~ BIO-RETENTION AREA PER CIVIL PLANS BIO-RETENTION AREA PER CIVIL PLANS ~ 1~1--;::---1 I I 'LJ' PH 'JS' ~ I I I I •• • (E-12") " \\ --------- 1 ' -L ___________ ~ -------------------------------- PHO " , , \ \ DY \\ WES DYM \\ 'wG' MAR I ·/ I I I I I I I I I I I I I I -\r•;• -----(~:;~~) -\( ... ~'---_J_ :::.:.:::::;:;rf~::<::,:_ · .-.-.-.-.-.-.-... -.-.-.-.-.--·s,,'"·,SHEF.CTS 2 6 15 .. · SHEETS 3, 7, 16 .····· j,, !)····lil ./ ..........•..... ''n·rirfl•' J ····•······••it:,>:%L•)•l:J::.122 :(:;};:!~; =·~~~ ::,Lli~!=L. 0 10 20 40 ....... ·········· ............................... . KEYMAP NOT TO SCALE SCALE AND NORTH 60 PH 'JS' DIS RIV 'A 'LJ' 'JS' PROPOSED BUILDING (} WARE MALCOMB Leading Design for Commercial Real Estate architecture plarullng interiors graphk:s site development 6363 green.,vich dr. ste. 175 san diego. califomia 92122 p 858,638.7277 f 858.638.7506 ~ DIS RIV ~ I ~ I I I / I I 0 'LJ' ·- ------------- 4:•, --------------- 0000 0000000 00000000() 'LJ' PAT BIO-RETENTION AREA PER CIVIL PLANS I I I I I I I I I 1 ~1 "AS-BUILT" R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite ?.00 Irvine, CA 92618 Tel 949 387 1323 www.ridgela.com L.A. ------EXP. REVIEWED BY: INSPECTOR ',,>I,,,, I ,1 '·• I , J ,t ,, DATE DATE w z _j I u 1--<( :z: CAUTIUN: It-THIS SHl::cT IS NUT L4"x3ti" IT IS A KcUUCED PKINT PLANTING LEGEND SYMBOL TREES: □ BOTANICAL/ COMMON NAME ARBUTUS X 'MARINA' I MARINA STRAWBERRY TREE LOPHOSTEMON CONFERTUS I BRISBANE BOX MAGNOLIA 'D.D. BLANCHARD' I D.D. BLANCHARD MAGNOLIA SYAGRUS ROMANZOFFIANUM / QUEEN PALM MIN. SIZE DESCRIPTION 24" BOX FLOWERING STD. ACCENT TREE 24" BOX PERIMETER STD. SCREENING 24" BOX FLOWERING STD. EVERGREEN TREE 18' BTH STREET TREE QTY. WUCOLS DETAIL 16 MOD. A (0.4-0.6) 11 MOD. A (0.4-0.6) 11 MOD. A (0.4-0.6) 33 MOD. B (0.4-0.6) SHRUBS, VINES & GROUNOCOVERS.· G 0 •• ea ddrJ(irj(jrjcj ddrjrjrj()rjr.i dOrJrJrJdrJd "'-"-"-"--"-"-"-"' '-'"'""'-""-'"'-"' lffil~[fill ~ Q) ---- ALOE PERRYI I PERRY'S ALOE CALLISTEMON 'LITTLE JOHN' I DWARF BOTTLEBRUSH CAREX PRAEGRACILIS / CALIFORNIA FIELD SEDGE DISTICTIS 'RIVERS' I ROYAL TRUMPET VINE DYMONDIA MARGARETAE / DYMONDIA JUNCUS PATENS / CALIFORNIA GRAY RUSH MUHLENBERG IA C. 'REGAL MIST'/ PINK MUHLY PHORMIUM 'JACK SPRATT' I DWARF NEW ZEALAND FLAX SENECIO MANDRALISCAE / BLUE CHALK STICKS WESTRINGIA F. 'WYNYABBIE GEM' I COAST ROSEMARY 'ALOHA' SEASHORE PASPALUM I ALOHA GRASS NOTES: 5 GAL. I 36" o.c. 5 GAL. I 30" o.c. 1 GAL. / 12" O.C. 1 GAL. / STAKED FLATS I 8" O.C. 1 GAL. I 18" O.C. 1 GAL./ 36" O.C. 5 GAL. I 24" O.C. FLATS I 12" O.C 5 GAL. I 36" O.C. SOD SUCCULENT 42 LOW ACCENT (0.1-0.3) FLOWERING 299 LOW SHRUB (0.1-0.3) ORNAMENTAL 3,360 MOD. GRASS (0.4-0.6) FLOWERING 9 MOD. EVERGREEN VINE (0.4-0.6) EVERGREEN PER LOW GROUNDCOVER PLAN (0.1-0.3) ORNAMENTAL 1,294 MOD. GRASS (0.4-0,6) ORNAMENTAL 207 MOD. GRASS (0.4-0.6) UPRIGHT 588 MOD. ACCENT (0.4-0.6) GROUNDCOVER PER LOW PLAN (0.1-0.3) INFORMAL HEDGE 323 LOW (0.1-0.3) LOW-WATER USE PER MOD. TURF PLAN (0.4-0.6) MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) THAT ARE NOT REQUIRED TO HAVE EROSION D,E,F D,E,F D,E,F D,E,F D,E,F D,E,F D,E,F D,E,F D,E,F D,E,F CONTROL FABRIC INSTALLED WITH A 3" LAYER OF MEDIUM GRIND BARK MULCH , PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. NO TREES OR TREE CANOPIES ALLOWED IN UTILITY EASEMENTS, TYPICAL. DENOTES SOIL SAMPLE LOCATION -REFER TO NOTE 'H' OF PLANTING NOTES, SHEET 17, FOR ADDITIONAL INFORMATION. DENOTES ROOT BARRIER, TO BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE, PAVEMENT OR CURB. ROOT BARRIERS ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (800) 458-7668, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE ROOT BARRIERS SHALL NOT BE WRAPPED AROUND THE ROOTBALL. EXISTING TREE LEGEND SYMBOL BOTANICAL I COMMON NAME • ARCHONTOHPHOENIX CUNNINGHAMIANA I KING PALM FICUS MICROCARPA I INDIAN LAUREL FIG PINUS SPP. I PINE SYMBOL BOTANICAL I COMMON NAME PODOCARPUS GRACILIOR / FERN PINE SCH IN US MOLLE/ CALIFORNIA PEPPER SYAGRUS ROMANZOFFIANUM / QUEEN PALM NOTE: EXISTING TREES THAT ARE MARKED WITH AN (E) ARE TO BE PROTECTED IN PLACE. EXISTING TREES MARKED WITH AN (R) ARE TO BE REMOVED. THE NUMBER AFTER THE LETTER (E) OR (R) REPRESENTS THE CALIPER OF THE TREE MEASURED AT BREAST HEIGHT FOR TREES, OR THE BROWN TRUNK HEIGHT (BTH) FOR PALMS. 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 DATE BY DESCRIPTION APP'O REVISIONS PLANTING PLAN HOEHN AUDI C'ARLSBAD 5425 PASEO DEL NORTE APPROVED ~\ 6i--Bl~-tr ""' -',' . i .:, PLANNING DATE OWN BY LA PROJECT NO. 11 DRAWING NO. RS CHKD BY SOP 14-06 485-1 L FIELD BY ~ ; >-z < ... 0 >-~ "' ~ i!i "' ~ --, "' ;; g i m "' 0 g < "' "' I ~ !j " 0 z "' i!: g >-Ii ~ 0 0: m ill :J < ~ "' >-u ~ 0, 5 ~ >-~ t,! ., 8 ~ "' i!: i'i fil Ii: ii: !$! "' m ~ ili " ~ "' z 0 il i!i "' 5 0 ~ "' 0: !$! 0 !j i!i " i "' "' ~ ~ ili "' z 0 ., i!i "' 5 z ~ Ii .; ~ < "' I ;; ;o >-i!i a ~ >-m >-~ "' "' i ffi i!: 0 >-~ i'i " ill ~ "' m >-0 z ~ ili " z < m "' ~ "' i l!i >-Ii ~ ~ " z < /:: ffi i1 0, "' ;; ~ "' z 0 " < u Ii: 1l ~ "' " z < t'l z ! 0: C i;i "' ;; -------- I I I 1 ' I :<< SHEETS 3 7 16 ::::<:· '.. ' , ..... . --. . .. I I 0 KEYMAP NOT TO SCALE 10 20 1-w w I Cf) w w Cf) w z ...J I u I I I I I I I I i I~ 40 I ) 0 0 0 )0000000 000000 00000000 aci==~opoo -~*qf,-~l;,k. Jbooooooo,:;;,, J 000000 00/0 JOOOOOCOOo'o 0 l"O ,O- SOIL SAMPLE --', _ _ LOCATION 2·0F·2 I I L II ------------1 ------,1-----JI ---: ---·······-····· ....... \ ------ 60 ....... --~- . -··-··-··· -····--··-1··· ----- _ji_ .. WARE MALCOMB Leading Design for Commercial Real Estate architecture plaruti.ng interiors graphics !:iite development 6363 greenwich dr. ste. 175 san diego. california 92122 p 858.638.7277 f 858.638.7506 SCALE AND NORTH JUN PAT f.) A PER R PRA I / I I I c1 ALO PER CAR PRA R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 387 1323 www.ridgela.com I I I \/ 385' CAL TRANS SIGHT DISTANCE LINE. ' . --,-c•. , ____ . (E,12"-) ------· ------------·-. "AS-BUILr DATE L.A. EXP. REVIEWED BY: INSPECTOR DATE CAUTION: It-THI~ ~HEET I~ NUT L4"xJti" IT I~ AK.EDUCED PK.INT PLANTING LEGEND SYMBOL BOTANICAL/ COMMON NAME MIN. SIZE DESCRIPTION QTY. WUCOLS DETAIL TREES: Cl ARBUTUS X 'MARINA'/ MARINA STRAWBERRY TREE 24" BOX FLOWERING STD. ACCENT TREE 16 MOD. A (0.4-0.6) LOPHOSTEMON CONFERTUS / BRISBANE BOX MAGNOLIA 'D.D. BLANCHARD'/ D.D. BLANCHARD MAGNOLIA SYAGRUS ROMANZOFFIANUM / QUEEN PALM 24" BOX PERIMETER STD. SCREENING 24" BOX FLOWERING STD. EVERGREEN TREE 18' BTH STREET TREE 11 11 33 MOD. (0.4-0.6) MOD. (0.4-0 6) MOD. (0.4-0.6) A A B SHRUBS, VINES & GROUNDCOVERS: G 0 •• 00000000 00000◊00 00000000 "-"-="""'-""" ALOE PERRYI / PERRY'S ALOE CALLISTEMON 'LITTLE JOHN'/ DWARF BOTTLEBRUSH CAREX PRAEGRACILIS / CALIFORNIA FIELD SEDGE DISTICTIS 'RIVERS'/ ROYAL TRUMPET VINE DYMONDIA MARGARETAE / DYMONDIA JUNCUS PA TENS/ CALIFORNIA GRAY RUSH 5 GAL./ 36" O.C. 5 GAL./ 30" o.c. 1 GAL./ 12" O.C. 1 GAL./ STAKED FLATS/ 8" O.C. 1 GAL./ 18" O.C. SUCCULENT 42 LOW D,E,F ACCENT (0.1-0.3) FLOWERING 299 LOW D,E,F SHRUB (0.1-0.3) ORNAMENTAL 3,360 MOD. D,E,F GRASS (0.4-0.6) FLOWERING 9 MOD. D,E,F EVERGREEN VINE (0.4-0.6) EVERGREEN PER LOW D,E,F GROUNDCOVER PLAN (0.1-0.3) ORNAMENTAL 1,294 MOD. D,E,F GRASS (0.4-0.6) .;/Oyr:/oo MUHLENBERG IA C. 'REGAL MIST'/ t':o"u":o:C PINK MUHLY 1 GAL./ ORNAMENTAL 207 MOD. D,E,F 36" O.C. GRASS (0.4-0.6) (D ---- PHORMIUM 'JACK SPRATT'/ DWARF NEW ZEALAND FLAX SENECIO MANDRALISCAE / BLUE CHALK STICKS WESTRINGIA F. 'WYNYABBIE GEM'/ COAST ROSEMARY 'ALOHA' SEASHORE PASPALUM / ALOHA GRASS NOTES: 5 GAL./ 24" O.C. FLATS/ 12" o.c. 5 GAL./ 36" O.C. SOD UPRIGHT 588 MOD. ACCENT (0.4-0.6) GROUNDCOVER PER LOW PLAN (0.1-0.3) INFORMAL HEDGE 323 LOW (0.1-0.3) LOW-WATER USE PER MOD. TURF PLAN (0.4-0.6) MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) THAT ARE NOT REQUIRED TO HAVE EROSION D,E,F D,E,F D,E,F CONTROL FABRIC INSTALLED WITH A 3" LAYER OF MEDIUM GRIND BARK MULCH , PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. NO TREES OR TREE CANOPIES ALLOWED IN UTILITY EASEMENTS, TYPICAL. DENOTES SOIL SAMPLE LOCATION -REFER TO NOTE 'H' OF PLANTING NOTES, SHEET 17, FOR ADDITIONAL INFORMATION. DENOTES ROOT BARRIER, TO BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE, PAVEMENT OR CURB. ROOT BARRIERS ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (800) 458-7668, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOT BE WRAPPED AROUND THE ROOTBALL. EXISTING TREE LEGEND SYMBOL BOTANICAL/ COMMON NAME ARCHONTOHPHOENIX CUNNINGHAMIANA / KING PALM FICUS MICROCARPA / INDIAN LAUREL FIG PINUS SPP. / PINE SYMBOL •• • BOTANICAL/ COMMON NAME PODOCARPUS GRACILIOR / FERN PINE SCHINUS MOLLE I CALIFORNIA PEPPER SYAGRUS ROMANZOFFIANUM / QUEEN PALM NOTE: EXISTING TREES THAT ARE MARKED WITH AN (E) ARE TO BE PROTECTED IN PLACE. EXISTING TREES MARKED WITH AN (R) ARE TO BE REMOVED. THE NUMBER AFTER THE LETTER (E) OR (R) REPRESENTS THE CALIPER OF THE TREE MEASURED AT BREAST HEIGHT FOR TREES, OR THE BROWN TRUNK HEIGHT (BTH) FOR PALMS . 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 DIVISION DATE BY DESCRIPTION APP'D REVISIONS PLANTING PLAN HOEHN AUDI C'ARLSBAD 5425 PASEO DEL NORTE APPROVED ,~)2~ 4-£:l~--01\-'t-'"t-µ', PLANNING DATE OWN BY LA PROJECT NO. 11 DRAWING NO. RS CHKD BY SOP 14-06 485-1 L FIELD BY :; tl g z ~ j!c iii b z I I : I , I i I I j I PLANTING NOTES A. B. C D. E. F. G H. I. J. K. L. M. N. 0. p Q. R. S. T. REFER TO PLANTING SPECIFICATIONS AND DETAILS FOR SOIL PREPARATION, FERTILIZATION, MULCHING AND OTHER PLANTING INFORMATION. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE AND THE CITY INSPECTOR 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTION SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH DAMAGED UTILITIES. LOCATION OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC. ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. OBTAIN ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS FROM ON-SITE EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY, SUBMIT IMPORT SOIL TESTING RESULTS FOR APPROVAL PRIOR TO IMPORTATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT GROWTH. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION ~ HAVE SAMPLES TESTED BY SOIL AND PLANT LAB, (714) 282-8777, FOR SOIL FERTILITY, TAKE TWO SAMPLES AT EACH LOCATION: (1) GROUND LEVEL TO 10" DEEP, (2) 24" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL TO BE LABELED PER LOCATION AND DEPTH. INSTALL SOIL PREPARATION AND BACK FILL MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY UPON RECEIPT OF WRITTEN CHANGE ORDER FROM THE OWNER. SUBMIT SOIL REPORT TO LANDSCAPE ARCHITECT PRIOR TO PLANTING. 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) THAT ARE NOT REQUIRED TO HAVE EROSION CONTROL FABRIC INSTALLED WITH A 3" LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. U. ANNUAL COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT AT TIME OF INSTALLATION. REQUEST RECOMMENDATION A MINIMUM OF 48 HOURS IN ADVANCE OF NEED FOR DELIVERY. V. CONTRACTOR SHALL REPLACE ANY EXISTING PLANT MATERIAL WHICH IS DAMAGED BY CONSTRUCTION OPERATIONS. REPLACEMENT PLANT MATERIAL MUST BE OF MATCHING SPECIES, INSTALLED FROM THE FOLLOWING MINIMUM SIZE: 15-GALLON TREE, 1-GALLON SHRUB, FLATTED GROUNDCOVER AND SODDED TURF. W. X. 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. THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. lD SECTION LEGEND: 1. LOCATE PLANTS WITH EQUAL SPACING AS INDICATED ON PLAN, TRIANGULAR SPACING. 2. 24" CLEAR VEHICLE OVERHANG ZONE - LOW (MAX. 8" HT.) GROUND COVER ONLY. 3. CURB 4. SPRINKLER HEAD -LOCATE BETWEEN PARKING STALLS WHENEVER POSSIBLE - MAX. 6" POP-UP WHEN LOCATED IN VEHICLE OVERHANG ZONE. 5. VEHICLE 6. 1/2 SPACING FOR SPECIFIED PLANT MATERIAL t • • PLAN VIEW ® PLANTING AT PARKING EDGE SLOPE RE-VEGETATION NOTES • NOT TO SCALE SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS. A. STANDARD #1 -COVER CROP/REINFORCED STRAW MATTING: • COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVER, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THEN COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. • TYPE OF REINFORCE STRAW MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TD THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. • REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR. B. STANDARD #2 -GROUND COVER • ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). C. STANDARD #3 -LOW SHRUBS • LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). D. STANDARD #4 -TREES AND/OR LARGE SHRUBS • TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET. SLOPES -6:1 OR STEEPER AND: A. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. B. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING INSTALLED IN LIEU OF A COVER CROP), #2 AND #3. C. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING 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. ® • c:, • I 0:, 6 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. PLANT BASE OF TREE 4" ABOVE SURROUNDING GRADE. DO NOT BURY ANY PART OF TRUNK. 3. 2" MULCH LAYER PER SPECIFICATIONS. 4. WATERING BASIN -MIN. 4" DEPTH. REMOVE BASIN AFTER MAINTENANCE PERIOD. 5. WASHED COARSE CONCRETE SAND BACKFILL. DD NOT USE EARTH OR OTHER TYPES OF SAND. 6. 8. 9 . TRUNK HEIGHT: MEASURED FROM ORIGINAL GRADE LEVEL AT BASE OF TRUNK TO TERMINAL BUD AT BASE OF FRONDS. TRUNK TO BE CLEAN, STRAIGHT AND FREE OF SCARS OR ROT. SET TRUNK PLUMB. 4" DIA. BLACK PVC SLIP CAP, SET 3" MAX. ABOVE FINISH GRADE -DRILL ¾"DIA.HOLE IN TOP OF CAP TO ALLOW FOR REMOVAL. FINISH GRADE. ROOTBALL: TO BE PROTECTED DURING SHIPMENT. MINIMUM 3'-6" X 3'-6" X 4' DEEP FOR FIELD-GROWN PALMS. 10. 4" DIA. X 8' PERFORATED PVC PIPE -CENTER IN HOLE, WRAPPED WITH FILTER FABRIC. 11. 12" DIA. X 8' DEEP AUGURED HOLE FILLED WITH ¾" CRUSHED GRAVEL. 12. 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. @ KING PALM PLANTING NOT TO SCALE .,--------. 1 1. ONE THROUGH FIFTEEN GALLON SIZE CONTAINER PLANT @ SHRUB PLANTING 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. 6 7. 8. FERTILIZING TABLETS PER SPECIFICATIONS ROOTBALL OF PLANT -MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS. EXISTING SOIL "CROWN" OF PLANT -MUST NOT BE BURIED BELOW LEVEL OF SURROUNDING SOIL. NOT TO SCALE -\\-.\ 1·\1·\1·0·\ _,. \l\(\(\.1\./ I NOTES A. ALL SHRUBS/ GROUND COVERS SHALL BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. @ SHRUB & GROUNDCOVER SPACING NOT TO SCALE ..._,,,..._,I 1..._,l"t• II I I JI..._, ..._,t ,.__.__ I I..._, 1'111'-" I "--r J,VV I I 1'-' I l,, I,.__.....,_..._,.__....., I I ,11,_ I "' 1--- ~§ :::, ~ .I ~"«: "' ~~ ~gi <: I :S .. . . ·.,; @--I I • I c:, I I I<) PllEVAILING Wl~JD ~ PLAN VIEW 2 X DIAMETER OF ROOTBALL SECTION LEGEND: BLACK RUBBER "CINCH-TIE" (4 TYP.), PER SPECIFICATIONS. ATTACH WITH ROOFING NAILS. 2. LODGE POLE PINE STAKE (2 TYP.), PER SPECIFl~ATIONS. KEEP CLEAR OF ROOTBALL AND DO NOT ALLOW TO EXTEND INTO TREE CANOPY. USE 2" DIA. X 10' STAKES FOR TREES 24" BOX AND SMALLER, AND 3" DIA. X 10' STAKES FOR TREES 36" BOX THROUGH 48" BOX. 3. WATERING BASIN, 3" MINIMUM DEPTH. REMOVE BASIN IN LAWN AREAS AND AS DIRECTED BY LANDSCAPE ARCHITECT. 4. FINISHED GRADE. 5. AMENDED BACKFILL PER SPECIFICATIONS. 6. PLANT TABLET PER SPECIFICATIONS. 7. EXISTING SOIL. 8. SCARIFY SIDES AND BOTTOM OF PLANTING PIT. 9. ARBOR-GARD TRUNK PROTECTOR FOR TREES LOCATED IN TURF AREAS . 10. SET TOP OF ROOTBALL 3" ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE. 11. INSTALL #UB24-2 ROOT BARRIER, AS MANUFACTURED BY DEEP ROOT, (800) 458-7668, AT ALL TREES WITHIN 5' OF HARDSCAPE, OR AS SHOWN ON PLANTING PLAN, MINIMUM 10' LENGTH, INSTALLED AT EDGE OF ADJACENT HARDSCAPE. 12. ADJACENT HARDSCAPE (WHERE OCCURS). NOTE: MAINTAIN TURF 12" CLEAR FROM BASE OF TRUNK. TREE PLANTING & STAKING NOTTO SCALE 7 9 LEGEND 1. FRONDS TO BE TIED AND PROTECTED DURING SHIPMENT. UNTIE FRONDS AFTER 60 DAYS ORAS DIRECTED BY PALM TREE EXPERT OR LANDSCAPE ARCHITECT. 2. PALM TRUNKS TO BE SKINNED. 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. TRUNK HEIGHT: MEASURED FROM ORIGINAL GRADE LEVEL AT BASE OF TRUNK TO TERMINAL BUD AT BASE OF FRONDS. TRUNK TO BE CLEAN, STRAIGHT AND FREE OF SCARS OR ROT. SETTRUNKPLUMB. 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. ROOTBALL: TO BE PROTECTED DURING SHIPMENT. MINIMUM 3'-6" X 3'-6" X 4' DEEP FOR FIELD-GROWN PALMS. NOTES: -SEE PALM TREE PLANTING AND MAINTENANCE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. -IN TURF AREAS, MAINTAIN TURF 12" CLEAR FROM PALM TRUNK. @ QUEEN PALM PLANTING NOT TO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILr WARE MALCOMB REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DIVISION Leading Design for Commercial Real Estate architecture planning interiors graphics site development 6363 greenwich dr. ste, 175 san diego. california 92122 p 858.638.7277 f 858.638.7506 ' " ~ ~~s J, 111 ~-1-,.,w11.-~4,,c::-:::__ 'a 0 /18/15 I ,!!' "I I R I D G E LAI-IOSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 387 1323 www.ridgela.com L.A. ______ EXP. REVIEWED BY: INSPECTOR N ' 1•'1 I. ' ' ii I " II -,--- DATE DATE DATE BY DESCRIPTION APP'D REVISIONS PLANTING DETAILS HOEHN AUDI CARLSBAD 5425 PASEO DEL NORTE APPROVED {¼::j,( 4-E{,\-Dtl-4-'1"-i.:; PLANNING DATE OWN BY LA PROJECT NO. 11 DRAWINGI NO. RS CHKD BY SOP 14-06 485-1 L FIELD BY -; \ ~ >-~ I!, ,._ ili ~ ili " ~ w iE g ~ [ " ~ 2 ! l!i tj 6 z w iE g ,._ :c " ~ " Ill ~ :c "' >-<..> ~ ei ~ i5 >-~ I!! 111 ~ w iE iS Iii !;; ~ w " ~ iii Q ~ "' iS Ill ffi ~ ! ~ Q tj ili § w [ , ! ~ iii "' ~ ffi ,! Q ~ \i, ai ~ -:I. 2 w i iE j ,._ z w 2 1:1 ~ ~ ,._ ~ X w "' ; i5 i!: Q >-~ iS ~ ~ Ill ,._ " z ~ :c "' Q ~ " ~ 2 I I!, ,._ I I, <..> Q ii le ~ [ w i!: w ~ "' iS ~ <..> Ii: ~ Q ~ Yl z j < i!i Ill w i!: ' I I I I Ii I I I I I \ LocatJons: 1101 S. Winc:h~ster Blvd. Suite G -173 San Jose, CA 95128 (408) 727-0330 4741 E. Hunter Ave,, Suite A Anaheim, CA 92807 (714) 282-8777 Ridge Landscape Architects 8841 Research Drive, Ste. 200 !r1ine CA 92618 Soil S\f!iI~ti,,b/;1,~f~tory,·lnc 'A~A~ )bjfJ/2;ipia.1J,jf,,,frit{-ity 01i} Anaheim office Lab No: 14-335-0009 December 10, 2014 Ridge Landscape Architects 8841 Research Drive, Suite 200 Irvine, CA 92618 Attn: Cathleen West HOEHN AUDI · CARLSBAD Attached are the results of the analyses performed on four soil samples that were collected from the above mentioned project site by Bill Darlington of Soil and Plant Laboratory on December 1, 2014. These samples were analyzed in preparation for a new landscape installation. Two surface samples were collected from a depth of 1 to 12 inches while to subsoil samples were collected from a depth of 13 to 24 inches. Sample locations were indicated by the client, as seen on the attached map. The '#1' sample was collected from the planned area. The '#2' area was not accessible and is instead a composite of soil collected from the three spots indicated on the map. Analytical Results: Surface soil The reaction of the soil at this site is slightly acidic to slightly alkaline with pH values of 7.1 and 6-5 in the '#1' and '#2' samples, respectively. Qualitative lime is absent in both samples. This is suitable for a broad range of plants and no pH adjustment is recommended. Nitrogen is low in both samples while phosphorous is well supplied. Potassium is optimum in the '#1' sample and low in the '#2' sample. Calcium, magnesium and all of the micronutrients are sufficient in both samples. The organic content of the '#1' sample is low at 1% of the soil by dry weight. The organic content of the '#2' sample is moderate at 3%. Salinity (ECe) levels are safely low. The favorably low sodium adsorption ratio (SAR) values indicate that sodium is properly balanced by calcium and magnesium. Boron is safely low, yet sufficient for plant nutrition in both samples. Each of these samples represent 'sandy loam' soil with an average estimated water infiltration rate of 0.37 inches per hour. The actual rate of water infiltration may vary, depending on the degree of soil compaction. Sub soil The chemistry of the sub soil samples closely matches that of the surface soi! with safely low ECe, SAR and boron values. The reaction in the subsoil is slightly acidic to slightly alkaline, as it is in the surface soil. The chemistry of the subsoil is favorable for a broad range of plants. The texture of the sub soil was found to be similar to that of the surface and drainage should be good at this site. sdff [..;.Plant ... 'Leborafory,Jo¢,( , -.-t_i,:.,J,,inixiJ_<;;c/l&J:'hwi_ri,iiir,§.Sln<-:~l'.M<i'. · ._:,,. .47:'rj ~ l:P¥\t,,,,'f't,Y1-:?JHJ~f1 i\1t.i,h2im" QA jj2Bi.i/. :71,i.41}~.:07ir_ (j1i_>rnN} h,<f.2!,(4.eS/9Ji,;;;} ¥Ni,;,~to\bndP_l-#t,~½,?reat01,:191n. Project: Hoehn Audi Carlsbad COMPREHENSIVE SOIL ANALYSIS Location 1 0-12" I 16 71 2 I 7 I 25 I 107 I "-~~-· ~· , 1.5 1-47 None I ' 0.3 I ·1.:.\ i ,_ 1 6€0 I 144 I 0.8 l 1.3 l :u I " I ' 1.0 1.6 I tioiL~,P!ant. Lal:,o,ator:_y, lrio. i,,{lJ_1,ri_m_.~d].ii.tgur ?,;;,=u ~c,w,. WM, . Page 2 Ridge Landscape Architects December 10, 2014 Recommendations :,;;1~Jiff)1j/lp;¥}ll~J,1:\!i.Jr~.-o/;Jft • Surface Soil Preparation for Turf, Groundcover and Mass Planting If feasible, prior to amending the areas where severe compaction exists, the surface soil should be ripped or tilled to a 9-inch depth. Uniformly broadcast and blend the following with existing soil to a 6- inch depth. Materials Nitrogen fortified organic amendment (compost* or redwood or fir sawdust) Nitrogen fortified organic amendment (compost* or redwood or fir sawdust) Ammonium sulfate (21-0-0) Potassium sulfate (0-0-50) Amount per 1000 sg.ft. 4 cu. yards 2 cu. yards 7 lbs. 5 lbs. Sample Location(s) '#11 '#2' Both sample locations '#2' *Rates and fertilizers may have to be adjusted depending on analysis of selected compost. Tree and Shrub Planting Guidelines 1. Excavate planting pits at least twice the diameter of the rootball. 2. The top of the rootball should be at or slightly above final grade. 3, Organic material is not required in the backfill; however if you wish, the amended surface soi! or a soil blend consisting of no more than 20% by volume organic matter can be placed in the l!Q~ inches of backfill only. Soil below this depth should not contain any added organic matter because of the threat of plant disease and/or anaerobic soil conditions developing. 4, Place slow release fertilizer tablets in the upper 12 inches of backfill at manufacturer's recommended rates. If fertilizer amended soil Is used as a backfill the addition of slow release fertilizer tablets is not necessary, 5. Do not cover the original rootball with other soil. Ideally, a temporary soil berm is often constructed around the outer edge of the rootball to help channel water into the rootball and then into surrounding soil until roots are established in the backfill and the rootball is no longer the sole source of water for the plant. 6. Ideally, a weed and turf free zone, preferably 2-3 ft. in diameter, should be maintained Just beyond the diameter of the planting hole. A 2-4 inch deep layer of coarse mulch can be placed around the tree or shrub; mulch should be kept a minimum 4-6 inches from the trunk. CAUTION: Page 3 Ridge Landscape Architects December 10, 2014 Maintenance Fertilization IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT For turf, groundcover and mass planting areas, uniformly broadcast sulfur coated urea at the rate of 5 lbs. per 1000 sq. ft. The first application should occur approximately 45 days after planting, with repeat applications every 60-90 days or as growth and color dictate. In early fall and spring, substitute a complete fertilizer such as 16-6-8, or equal, for the sulfur coated urea at the rate of 6 lbs. per 1000 sq. ft. to ensure continuing supplies of phosphorus and potassium. Tree and shrub plantings can be maintained with the above fertilizers; however, the frequency between applications should be every 120 days, with the first application 90 days after planting. Follow each fertilization with a thorough irrigation. When plants have become well established, fertilizer applications can be less frequent. If we can be of any further assistance, please feel free to contact us. Jason Gihring Emailed: cathleen@ridglsa.com Ridge Landscape Architects 8841 Research Drive, Ste. 200 Irvine CA 92618 Sei I,&\~!~;~! & g1~~~~:tor9, lnQ, Page 1 of 1 Project: Hoehn Audi Carlsbad . : :AT4;[ Bi!t%n.?X"l:~viwii N)~1mfo;,q/\;WBQ7 llft·iiµti"/ (rllrr.,) 7]+.2?2~5:71 gi,,J . . . . :,t,•-tt~![½l~09~',1Jiiti_Uti¢i?l9Jftjif(t AGRIC!JLf0RAL S!JiTA.BILITY Saturation Extr,1ct c, Mg No K B meq/L meq/L meq/L meq/L ppm ......... ..... ......... ,_,_._,_,,-" 2.4 1.2 4.1 0.2 0, 16 so, meq/L 5.3 Report No: 14-335-0009 Purchase Order : Date Printed: 12/04/2014 Date Recd: 12/01/2014 Location 2 0-·12" 21 ,., I 2 i i.7 70 I None 0.1 4 I :n I -1.3 .! I 54 0.4 _J_ I '!027 I 214 0.0 I i.3 120 3.5 2.IJ 1.3 5 __ _, __ _,, .................•...... ····>-------1 2.2 2.1 0./ 3.0 i ' 1 21250 I om/ 1.0 0.6 Half Saturation %"' appruximate field rnolstuw capac(ly. Salinity, saturstion extract= ECe (dS/m at 25 degree C) 2.5 0.1 0, 11 2.4 Sufficiency fader [·LO=suffide11t for average crop) below each nu1r(erit value. N fndor based on 200 pµm Gtmsla11t feed. SAR"' Sodium adsorption ratio. Half S<1tura\1011 %='ilpprox field moisture caµw;:ity. Nitrogen(N), Polasslum(KJ, Galcium(Ca) and M,19nesiurn(Mg) by $Odium chloride extracfion. Phosphorus(P) !Jy sodium bicarbonate extrac!ion. Copper(Cu), Zinc(Zn), Manganoso(MnJ & lron(Fej by DTPA extraction. Sal. e:-:t. mmhod for salinity (ECe as dS/m},Boron {8), Sulfale(SO 4 ), Sodium(Na). Gravel fraction e;.;pressfJd as percent by weight of oven-dried sample passing ;1 ·12mm('1/2 ioch) sievc,. P;:irticle sims in rnillirne!ers. Orgri11ic p0rcen\oge delennined by Wlllk.ley.Blw:;k or Loss ou Ignition, ' LOW , SUH1CJGiT , !-llGH PafJO i a/ 2 WARE MALCOMB Leading Design for Commercial Real Estate architecture planning interiors graphics site development 6363 greenwkh dr. ste. 175 sart diego. californla 92122 p 858.638.7277 f 858.638.7506 SAR"' Sodfurn Adsorption Ratio, C~i -calcium , Mg• magnesium , K -potassium , Na • sodium , B -boron, SO4 • sulfate \ (Dato) ~'\ 05/31/15 ~~mp. ('t ,. .. , / R I D G E LAMDICAPE ARCHITECTS 8841 Research Drive Suite 200 lr1ine, CA 92518 Tel 949 387 1323 www.ridgela.com "AS-BUILr L.A. _______ EXP. REVIEWED BY1 INSPECTOR DATE DATE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. . CITY OF CARLSBAD PLANNING DMSION AGRONOMIC SOILS REPORT HOEHN AUDI CARLSBAD 5425 PASEO DEL NORTE APPROVED ~l ~~~-=1-'t'-'i. (.;;, PLANNING DATE LA I 11 OWN BY PROJECT NO. DRAWING NO. RS CHKD BY FIELD BY SDP 14-06 485-1 L ,;_ "' il >-~ .. 0 t-ili ,. tl z "' . ,. ,. 0 " "' j!c 11! 5 ii: .. "' i3 ~ ::, "' i is "' " F 0 z "' j!c 11! t-I, => ii1 "' "' "' ~ ~ < jJj >-" ~ .. ~ ~ >-z < I!! "' I'! -"' i!c z 0 fl "' ; "' "' ~ :,: "' 0 z < "' z 0 "" z "' ,. c Q ~ " "' ~ 0 "' " ili § ii! .. ~ ~ jJj "' ~ "' ili ,. c z ~ \I: .,; ,. 0 ~ ::, ii! ; F lE t-z "' ::, i:l !, < >-"' t- l!i " 1:l ~ "' "' s >-z < z 0 ~ => "' "' t-0 z ~ jJj C z < ., ~ '.::l < ,. "' "' ; ;,", b t-:,: " i" Q_ 0 " 0 ~ 11: "' "' ~ "' .. "' j!c ~ "' < "' z 0 F < " 1i "' ll, Q z < "' " z I lE < 5 ~ F .,,-1~, ' ' ,