The URL can be used to link to this page

Home My WebLink AboutDWG 493-4L; SDP 16-02; CARLSBAD RACEWAY LOT 16; 01-26DEPARTMENT 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 CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 P.M. TO 6:00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10.00 P.M. AND 6:00 A.M. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING, "NON-POTABLE OR RECYCLED WATER," COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND I OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT 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 I CROSS-CONNECTION PROTECTION THE RECYCLED PURVEYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT MARIA SOLANA AT (714) 990-2100. OR AFTER HOURS CONTACT MARIA SOLANA AT (714) 990-2100. 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. RECYCLED WATER SYSTEM (PRIVATE) CARLSBAD RACEWAY -LOT 16 INSPECTION PROCEDURES 1. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE: A. REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED WATER LINES (HORIZONTALLY AND VERTICALLY. B. PIPE IDENTIFICATION. C. SLEEVING AT CROSSINGS. D. APPROPRIATE MATERIALS AND MARKING, INCLUDING PROPER QUICK COUPLERS. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. SIGNAGE INSTALLED PER PLAN. B. CONTROLLER STICKERS. C. TAGGING OF VALVES D. COVERAGE TEST AFTER COMPLETION OF THE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER USE. E. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. G. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. H CROSS-CONNECTION TEST IF REQUIRED. I. COLOR CODED, LAMINATED CHARTS INSIDE EACH CONTROLLER. 3. ANNUAL INSPECTION SHALL INCLUDE: A. A COMPLETE INSPECTION THAT WILL COVER A-I OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. AS-BUil T PLAN REQUIREMENTS CONTRACTOR SHALL PREPARE AS-BUILT "RECORD DRAWINGS" IN ACCORDANCE WITH SPECIFICATION SECTION 02811, PART 1.09 A, INDICATING ALL CHANGES IN THE WORK WHICH CONSTITUTE DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS. THESE DRAWINGS SHALL BE TURNED OVER TO THE LANDSCAPE ARCHITECT AT THE COMPLETION OF THE LANDSCAPE INSTALLATION. FINAL AS-BUILT PLANS SHALL BE PREPARED BY THE LANDSCAPE ARCHITECT, BASED ON THE INFORMATION PROVIDED BY THE CONTRACTOR, AND DRAFTED CLEARLY TO THE SATISFACTION OF THE CITY, AND THE ORIGINAL PLANS SHALL BE SUBMITTED TO THE CITY FOR THEIR KEEPING. NOTE: FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY PLANNING DEPARTMENT AND FINAL PLANS WILL BE REQUIRED TO BE APPROVED BY THE CITY PRIOR TO SECURITIES RELEASE. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXCERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL 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. FIRM NAME AND ADDRESS: TELEPHONE NUMBER REGISTRATION NUMBER EXPIRATION DATE: OWNER NAME AND ADDRESS: TELEPHONE NUMBER: RIDGE LANDSCAPE ARCHITECTS 8841 RESEARCH DRIVE, SUITE 200 IRVINE, CA 92618 (949) 327-1323 2809 MAY 31, 2017 CARLSBAD INDUSTRIAL PARK, LP. P.O. BOX 3111 SAN DIEGO, CA 92038 (888) 518-8886 DECLARATION OF WATER EFFICIENCY COMPLIANCE I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S WATER EFFICIENT LANDSCAPE REGULATION. 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 NOTE: PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. Carlsbad, California SPECIAL NOTES A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY, INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY 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" EMAIL TO: mikeelliott2@cox,net LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602-4602 ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT http :/ /www. ca rls bad ca.gov/services/ de pa rt me nts/wa ter ID ocu me nts/recycl edwate rba ckfl owte s terlist. pdf FOR RECYCLED , 0 R http://www. ca rls bad ca.gov/services/de pa rtm e nts/wa te r /Docu me nts /wa te rba ckfl owte s te rl ist. p df FOR POTABLE, OR CALL (760) 438-2722. SIGNAGE NOTES I. THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-112" X 11" SIZE SIGN COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. II. GUIDELINES FOR RECYCLED WATER USE: 1. IRRIGATE BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM ONLY. WATERING OUTSIDE THE TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E. EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION. 3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS AND STREETS AND SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4", PURPLE IN COLOR, WITH THE WORDS "WARNING -RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "NO TOME EL AGUA" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMAMENT AND BLACK IN COLOR. USE TAG AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS, 1" HIGH, ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. 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 00 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 PROJECT SITE :g ;:o " 0 ;:o LO l'-- LO I co I W SAN MARCOS Bl- 0 C\I VICINITY MAP RECYCLED WATER SIGN, TYP. PROPOSED BUILDING PROPOSED BU!UJING --~ DOMESTIC WATER P,0.C. TO BLDG. SCALE: NOT TO SCALE • ~ ,:.\,' ~\; ~\ \ ~ -6:i~-y-" \ \ BUILDING DOMESTIC WATER ;r- METER AND RIP DEVICE I EXISTING RECYCLED WATER IRRIGATION METER B/P DEVICE Cl) ~ N EB a: ..J SCALE: DESIGNATED OUTDOOR EATING AREA REFER TO D.E.H. NOTE #2 THIS SHEET. PROJECT MAP PROJECT MAP LEGEND SYMBOL DESCRIPTION ------RC------PROPOSED RECYCLED WATER IRRIGATION MAINLINE --F--F--F--PROPOSED FIRE SERVICE WATER LINE --w--w--w--PROPOSED POTABLE WATER BUILDING SERVICE LINE ...... ~ .... . "' . . :·'' . '' ::, ,',', ·:: . ' ', :. : .. ·:. ALL LANDSCAPED AREAS· AREA OF RECYCLED WATER USE . . ........ ·:::·· B RECYCLED WATER IRRIGATION METER li!EI RECYCLED WATER IRRIGATION BACKFLOW PREVENTOR * "DO NOT DRINK" RECYCLED WATER SIGN LOCATIONS 0 BUILDING POTABLE WATER METER [BE) BUILDING POTABLE WATER BACKFLOW PREVENTOR ~ DOUBLE CHECK DETECTOR ASSEMBLY ® SYMBOL REPRESENTS AREA OF RECYCLED AND POTABLE WATER LINE CROSSOVER SHEET INDEX SHEET TITLE SHEET NUMBER RECYCLED WATER I TITLE SHEET 1 HARDSCAPE PLAN 2-3 HARDSCAPE LAYOUT PLAN 4-5 HARDSCAPE ENLARGEMENT PLAN 6 HARDSCAPE LAYOUT ENLARGEMENT PLAN 7 HARDSCAPE DETAILS 8 IRRIGATION PLAN 9 -10 IRRIGATION LEGEND 11 IRRIGATION NOTES 12 IRRIGATION CALCULATIONS 13 HYDROZONE DIAGRAM 14 IRRIGATION DETAILS 15 -18 PLANTING PLAN 19 -20 PLANTING DETAILS 21 SPECIFICATIONS 22 -26 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 CARLSBAD MUNICl~AL WATER DISTRICT ~~/~ LPfr/r£ DISTRIC~EER / / i-/4TE COUNTY OF SAN DIEGO Department of Environmental Health~ Land Use Division !rJ-n-lt GLENN LEEKS DATE Environmental Land Use Specialist Ill SmithConsultingArchitects 8841 REIEARCH DI SUITE 200 IRVINE -CA 9261i !4lJ87.1323 RIDGELA.COM DATE LA, ------EXP, REVIEWEO BY: DATE BY INSPECTOR DATE DESCRIPTION APP'D REVISIONS RECYCLED WATER TITLE SHEET CARLSBAD RACEWAY LOT 16 3248 LJONSHEAD A VENUE APPROVED PLANNING OWN BY CHKD BY FIELD BY CARLSBAD, CALIFORNIA 82010 RLA PROJECT NO. RLA SDR 16-02 ,., DRAWING NO. 493-4L {O ~ -O') 0 -O') 0 --' <( ~ 2 [ll :::, Cl) >-I- u EXISTING CITY OF.' VISTA SEWER ACCESS GATE· (PROTECT IN . PLACE) " INSTALL CONCRETE ACCESS PATH PER CITY OF VISTA STO. · :.!NSTALCCONCRETE ···· APRfJ/'1.-PER .. •CITY ...... . :·(Jt VISTA STD: ·· -------1= ===-=-F~-~--------~-" · 70' -. ""--"-'Ill '-:.,::::·•o:>---Ca:I . ·,' • 'C::c."'·-· -'-.. -,.. -'\ EiJ ~ : _ -~,.,, ---,-,~---_ ---,:\,.,,. .. ,. ===~,,;;;~r=~~~---~\ ~1~,··········•il-. . .. •.•~;;dt:":_cwD ··.····•·.········· f \ ~-.. -_ ----y 1 \ :! \ \L--4!---' ---+--, 0 EXIST~l-jfTA cn;;w~; --. ----·-. _t \" \ \ \ : ------_;_~\ . \ \h. ~ -==-~~ --_:::: -- EASEMENT PER ', . -~ ~-~,::::~· ,. FILE/PAGE NO. 86-441919, REC. OCT. 2, 7986 TO BE QUITCLAIMED / \ SEWER ACCIISS EASEMENT TO BE GRANTED /TO THE CITY OF VISTA DOC. __ REC. __ SEWER ACCESS EASEMENT TO BE GRANTED TO THE CITY OF VISTA DOC__ . REC ____ ___ _ EXISTING 20' WIDE CITY OF VISTA SEWER LINE /ACCESS EASEMENT PER DOC 2004-1 7 604 I 2 REC. DEC. 9, 2004 ENCROACHMENT AGREEMENT PERMIT DOC. _____ _ REC SEE ENCROACHMENT PERMISSIONS LETTER FROM' .. ,. .... -r::: . CITY OF VISTA DATED_ APRIi. -18; 20f({ \ / \'· ... EXISTING CITY OF VISTA SEWER/ACCESS EASEMENT PER DOC. 2004-1 1604 I 3 REC. DEC. 9, 2004 TO BE QUITCLAIMED . \ · __ \. \ ·, \, \ \ " " ·:.\ ' ' \1 EXISTING STORM DRAIN ACCESS EASEMENT GRANTED TO THE CITY OF CARLSBAD PER MAP NO. 15013. \ \\\ / -.~ ;-\ <..... ". ,· I , '"' . COLOR AND FINISH SCHEDULE SYMBOL PAVING: KEY DESCRIPTION CONCRETE PAVING TYPE: C CONCRETE PAVING TYPE:B CONCRETE PAVING TYPE:A PRE-CAST CONCRETE TRUNCATED DOME PAVERS MANUFACTURER LM SCOFIELD (800) 800-9900 L.M SCOFIELD (800) 800-9900 ACKERSTONE (951) 674-0047 COLOR NONE C-12 'MESA BEIGE', DOUBLE DOSE C-14 'FRENCH GRAY' ONYX #PTD-610 FINISH OPTIMUS SURFACE RETARDANT - TOP CAST #05, OPTIMUS SURFACE RETARDANT- TOP CAST #05, OPTIMUS SURFACE RETARDANT - TOP CAST #03, STANDARD FACE MIX COMMENTS SAWCUT CONTRACTION JOINTS I HIDDEN EXP. JOINTS PER PLAN SAWCUT CONTRACTION JOINTS I HIDDEN EXP. JOINTS PER PLAN SAWCUT CONTRACTION JOINTS I HIDDEN EXP. JOINTS PER PLAN NOTE: CONTRACTOR SHALL PREPARE 4' SQ. SAMPLE OF ALL PAVING FINISHES, PER SPECIFICATIONS, FOR REVIEW AND APPROVAL BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. SITE FURNISHINGS: SYMBOL ~ I I WALLS: KEY DESCRIPTION @] DINING TABLE AND CHAIRS I s21 TRASH RECEPTACLE 1S31 BIKE RACK P I.P. CONCRETE RETAINING WALL MANUFACTURER LANDSCAPE FORMS (800) 521-2546 COLOR FINISH 'RING' BIKE RACK/ STAINLESS STEEL FINISH C-12 'MESA BEIGE', DOUBLE DOSE ACID WASH MODEL I QUANTITY -/ TOTAL=S -I TOTAL=1 • I TOTAL=5 SAWCUT CONTRACTION JOINTS PROPOSED \, \ : SEWER ACCESS EASEMENT TO BE ~dlr---+...L----=-..,;c,\ \ / ' GRANTED TO THE CITY OF VISTA \ '< - NOTE: ALL REQUIRED EMPLOYEE EATING AREAS SHALL BE CONSTRUCTED PRIOR TO BUILDING OCCUPANCY. NOTE: DEVELOPMENT WITHIN THE BOUNDARIES OF THE AIRPORT'S FLIGHT ACTIVITY ZONE IS RESTRICTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE COMPREHENSIVE LAND USE PLAN FOR MCCLELLAN-PALOMAR AIRPORT. ' BUll:.DlNG MATCHLINE -SEE SHEET 3 0 1 0 20 40 60 SCALE AND NORTH DOC ' \' • REC \ \ , \ \ CONSTRUCTION LEGEND SYMBOL DESCRIPTION DETAIL REF. THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY: <A) CONCRETE CURB PER CIVIL ENGINEER'S SHEETS . CD CONSTRUCT PEDESTRIAN RATED CONCRETE PAVING 8, SHT. 8 ® CONSTRUCT VEHICULAR RATED CONCRETE PAVING B, SHT. 8 ® CONSTRUCT ISOLATION JOINT A, SHT. 8 © CONSTRUCT SAWCUT CONTRACTION JOINT A, SHT. 8 ® CONSTRUCT HIDDEN EXPANSION JOINT A, SHT. 8 ® FURNISH & INSTALL PRE-CAST CONCRETE TRUNCATED DOME PAVERS D, SHT. 8 (j) CONSTRUCT CONCRETE PAVING AT CURB CONNECTION B, SHT. 8 ® CONSTRUCT NEW TO EXISTING PAVING CONNECTION B, SHT. 8 ® CONSTRUCT 30" TALL P.I.P. CONCRETE RETAINING WALL -, SHT. 8 <s) PARKING STRIPING PER ARCHITECT'S SHEETS < C \ EXISTING CONCRETE PAVING TO BE PROTECTED IN PLACE <o, VISIBILITY TRIANGLE ® BIO-RETENTION AREA PER CIVIL DRAWINGS ® RAMP PER CIVIL ENGINEER'S SHEETS ® TRASH ENCLOSURE PER ARCHITECT'S SHEETS ® AREA DRAIN PER CIVIL ENGINEER'S SHEETS (D FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS 0 UTILITY PER CIVIL ENGINEER'S SHEETS @) FURNISH & INSTALL SITE FURNITURE, PER SITE FURNISHINGS .. SCHEDULE ® ELECTRIC VEHICLE CHARGE STATION PER ELECTRICAL ENGINEE~'S SHEETS @ CONSTRUCT ACCESSIBLE CURB CUT RAMP C, SHT. 8 <D MAIL BOX PER ARCHITECT'S SHEETS. "AS-BUILT" REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. inqArchitects 8841 RESEARCH DR SUITE 200 IRVINE, (A 92618 949.387.1323 RIDGELA.COM L.A. REVIEWED BY: INSPECTOR DATE EXP. DATE BY DESCRIPTION DATE REVISIONS APP'D APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DIVISION HARDSCAPE PLAN CARLSBAD RACEWAY LOT 16 3248 LIONSHEAD A VENUE CARLSBAD, CALIFORNIA 92010 APPROVED flpA ~ f:\\ ~~ r,,, . V> . ' '- PLANNING DATE OWN BY RLA PROJECT NO. DRAWING NO. RLA CHKD BY SDP 16-02 493-4L FIELD BY ..,'•.\\,·,··. ' ' \ \ ·. -,_ 5' UTILVTY: EASEMENT TO SOC&£ PER/DOC 2005-074 7 7 98 SEWER .ACCESS EASEMENT TO BE GRANTl!D TO THE CITY OF VISTA DOC.~------ REC ! '--------- -------------lllil-1111. j PROPOSED BUILDING ct,;' ": -~ "~\ . i~-===='~~ i ·- STA 40+50.00 EXIST. 2" /RR/GA TION SERVICE PER DWG NO, 409-7, ABANDON IN PLACE -11 @ ·----.-::..::.--···::.:...::.....:-~ STAjig+iiw~~ ~~:r.o:; NO, 409-1 !'?}! r;:; i\'}} C.c·U ;i, STA 4 7 +44. oo EXIST.' FIRE. lf'i'DRANT ASSEMBLY PER owe 409-1 , I ~U'···· P'.i,i DOMESTic' . WATER METER , I I ~·· ?•· LANDSCAPE IRPIGAfiON; I;,,, ~ WA Tfff,; METERJ HW ·· j ; STA 41-1-90, 00 EXIST..' 2" IRRIGATION SfRVICE PER DWG' NO. :-y,,•,; I ~ t ' . ,, I - '·EXISTING CITY OF VISTA .SEWER/ACCESS EASEMENT \P,ER DOC 2004-1160413 . REC. DEC. 9, 2004 TO BE i()U/TCLAIMED 'STA 44+ 2 7. 00 EXIST. $" ------,L.....: EXISTING STORM DRAIN ACCESS EASEMENT GRANTED TO THE CITY OF CARLSBAD PER MAP NO. 15073, ,I WATER UN£ LATERAL W/ 7-2" , ., ~• ~ ,. ,J/. of PER OWG 409'-7 '' HARDSCAPE NOTES A. VISIT THE SITE PRIOR TO SUBMITTING BIDS. B. SUBMIT A UNIT COST FOR IMPORT SOIL AND BE COMPLETELY AWARE OF THE AMOUNT OF SOIL NECESSARY TO REACH THE SATISFACTORY GROUND LEVEL, C, VERIFY ALL PROPERTY LINES OR 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 INSTRUC- TIONS 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 2010, AND WITH OTHER CURRENT RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF THE WORK. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICTS BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS. I, LOCATIONS OF N.1.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC., ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. J. VERIFY ALL PAVING AND HARDSCAPE CONSTRUCTION DRAWINGS WITH SOIL ENGINEER'S REPORT WITH REGARD TO BASE PREPARATION AND FOOTING REQUIREMENTS, NOTIFY THE OWNER IMMEDIATELY IF SOILS REPORT RECOMMENDATIONS DIFFER FROM DRAWINGS, THE SOILS REPORT RECOMMENDATIONS, IF MORE STRINGENT THAN THE DRAWINGS, SHALL TAKE PRECEDENCE. K. BE RESPONSIBLE FOR COORDINATION BETWEEN SUBCONTRACTORS FOR PROPER AND TIMELY PLACEMENT OF SLEEVING, PIPING AND/ OR CONDUIT INSTALLATION UNDER OR THROUGH LANDSCAPE ELEMENTS. L. LANDSCAPE LIGHT FIXTURE LOCATIONS AS INDICATED ON THESE PLANS ARE APPROXIMATE. FINAL LOCATION TO BE VERIFIED BY LANDSCAPE ARCHITECT ON SITE. M, DO NOT SCALE DRAWINGS. N. PROVIDE A REPRESENTATIVE SAMPLE OF EACH PAINTED OR STAINED ELEMENT TO THE OWNER FOR REVIEW AND APPROVAL PRIOR TO APPLYING FINISH, REFER TO DETAILS AND SPECIFICATIONS FOR SPECIFIC SUBMITTAL REQUIREMENTS. 0, PROVIDE A SAMPLE OF EACH HARD SCAPE ELEMENT. ITEMS TO INCLUDE, BUT ARE NOT LIMITED TO PAVING AND WALL TYPES NOTED IN THE COLOR AND FINISH SCHEDULES, SAMPLES TO BE PLACED IN A LOCATION SPECIFIED BY THE OWNER'S AUTHORIZED REPRESENTATIVE FOR REVIEW AND APPROVAL BY THE OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. REFER TO MOCK-UP REQUIREMENTS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. P. .. c~,o~, ··~c=o· ····-R-A-...... -N ... -o='E~J=N=1s~H=•.· .·.-s-.c"--'H"--1 E-'--'D-... =u=L=E=. ="--''Nc.cc· "--"'--'~====~=V•f-'' ~=~=••'-·-·····~· ~~ift11 11.i/J 'Ext i'r.v; i•,· FIR/"' · 'I/ ' \'V -\V . ,~,· -;fl ',';/J --· ..... ·--v,; • •"mm,~, WHERE PAVING AND FINISH GRADE MEET, DEPRESS FINISH GRADE 1" IN TURF AREAS AND 1-1/2" IN GROUND COVER/ SHRUB AREAS, UNLESS OTHERWISE INDICATED. ,.. ~· ' " . SYMBOL KEY PAVING, DESCRIPTION CONCRETE PAVING TYPE:C CONCRETE PAVING TYPE: B CONCRETE PAVING TYPE, A PRE-CAST CONCRETE TRUNCATED DOME PAYERS MANUFACTURER L.M SCOFIELD (800) 800-9900 L.M SCOFIELD (800) 800-9900 ACKERSTONE (951) 674-0047 COLOR NONE C-12 'MESA BEIGE', DOUBLE DOSE C-14 'FRENCH GRAY' ONYX #PTD-610 FINISH OPTIMUS SURFACE RETARDANT· TOP CAST #05, OPTIMUS SURFACE RETARDANT· TOP CAST #05, OPTIMUS SURFACE RETARDANT- TOP CAST #03, STANDARD FACE MIX COMMENTS SAWCUT CONTRACTION JOINTS I HIDDEN EXP. JOINTS PER PLAN SAWCUT CONTRACTION JOINTS I HIDDEN EXP. JOINTS PER PLAN SAWCUT CONTRACTION JOINTS / HIDDEN EXP. JOINTS PER PLAN NOTE: CONTRACTOR SHALL PREPARE 4' SQ. SAMPLE OF ALL PAVING FINISHES, PER SPECIFICATIONS, FOR REVIEW AND APPROVAL BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. SITE FURNISHINGS: SYMBOL ~ @ I I WALLS: ."'f.c"".'-"""t eHh ;,.~--;~ KEY DESCRIPTION DINING TABLE AND CHAIRS j s2 I TRASH RECEPTACLE ~ BIKE RACK [§1 P,I.P. CONCRETE RETAINING WALL MANUFACTURER COLOR FINISH LANDSCAPE FORMS (800) 521-2546 'RING' BIKE RACK/ STAINLESS STEEL FINISH NOTE: C-12 'MESA BEIGE', DOUBLE DOSE ACID WASH ALL REQUIRED EMPLOYEE EATING AREAS SHALL BE CONSTRUCTED PRIOR TO BUILDING OCCUPANCY. NOTE: DEVELOPMENT WITHIN THE BOUNDARIES OF THE AIRPORT'S FLIGHT ACTIVITY ZONE IS RESTRICTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE COMPREHENSIVE LAND USE PLAN FOR MCCLELLAN-PALOMAR AIRPORT. MODEL/ QUANTITY -/TOTAL=8 -/ TOTAL=1 -I TOTAL=5 SAWCUT CONTRACTION JOINTS 0 -1' CONSTRUCTION LEGEND SYMBOL DESCRIPTION DETAIL REF, (1) CONSTRUCT PEDESTRIAN RATED CONCRETE PAVING B, SHT. 8 0 CONSTRUCT VEHICULAR RATED CONCRETE PAVING B, SHT. 8 0 CONSTRUCT ISOLATION JOINT A, SHT. 8 0 CONSTRUCT SAWCUT CONTRACTION JOINT A, SHT. 8 (5") CONSTRUCT HIDDEN EXPANSION JOINT A, SHT. 8 ® FURNISH & INSTALL PRE-CAST CONCRETE TRUNCATED DOME PAVERS D, SHT. 8 0 CONSTRUCT CONCRETE PAVING AT CURB CONNECTION ® CONSTRUCT NEW TO EXISTING PAVING CONNECTION ® CONSTRUCT 30" TALL P.I.P. CONCRETE RETAINING WALL @) FURNISH & INSTALL SITE FURNITURE, PER SITE FURNISHINGS SCHEDULE @ CONSTRUCT ACCESSIBLE CURB CUT RAMP 10 20 40 60 SmithC,Y<Jt,iU:::JArchitects SCALE AND NORTH B, SHT. 8 B, SHT. 8 -, SHT. 8 -- C, SHT. 8 Oo "'"'-i'f.it_-,,,~'?; or CAI..I~ THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY: (A) CONCRETE CURB PER CIVIL ENGINEER'S SHEETS (B) PARKING STRIPING PER ARCHITECT'S SHEETS (c) EXISTING CONCRETE PAVING TO BE PROTECTED IN PLACE (D) VISIBILITY TRIANGLE ® BIO-RETENTION AREA PER CIVIL DRAWINGS ® RAMP PER CIVIL ENGINEER'S SHEETS @ TRASH ENCLOSURE PER ARCHITECT'S SHEETS ® AREA DRAIN PER CIVIL ENGINEER'S SHEETS (D FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS 0 UTILITY PER CIVIL ENGINEER'S SHEETS ® ELECTRIC VEHICLE CHARGE STATION PER ELECTRICAL ENGINEER'S SHEETS <D MAIL BOX PER ARCHITECT'S SHEETS. MOCK-UP REQUIREMENTS Q, R. S. T. U, V. w X, 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 3,000 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. PER THE SPECIFICATIONS, A. HARDSCAPE PAVING -PROVIDE (1) 4' x 4' SQUARE MOCK-UP FOR EACH PAVING TYPE NOTED IN THE HARDSCAPE AND PAVING SCHEDULE. EACH MOCK-UP TO INCLUDING THE SPECIFIED COLOR, FINISH, AND AN EXAMPLE OF EACH JOINTING TYPE NOTED IN THE CONSTRUCTION KEYNOTES AND DETAILS. -- B. MOCK-UP LEAD TIMES. BE AWARE OF POSSIBLE LEAD TIMES FOR ITEMS SUCH AS BUT NOT LIMITED TO PRE-CAST CONCRETE PAVERS, SIMILAR COLORS AND SIZES WILL NOT BE ACCEPTED AS A MOCK-UP REVIEW. C. HARDSCAPE ELEMENTS -PROVIDE A PHYSICAL SAMPLE OF SPECIFIED MATERIALS (COLOR, FINISH, AND SEALER) TO THE OWNER AND LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO PLACING ORDER, ITEMS SUCH AS BUT NOT LIMITED TO PLANTER POTS AND OTHER SITE FURNISHINGS. D. WALLS -PROVIDE (1) 3' TALL BY 3' LONG BY 8" WIDE MOCK-UP FOR EACH WALL TYPE NOTED IN THE WALL SCHEDULE. EACH MOCK-UP TO INCLUDING THE SPECIFIED COLOR, FINISH, JOINTING, EDGING, AND CAP AS NOTED IN CONSTRUCTION KEYNOTES AND DETAILS. E. MOCK-UPS TO BE PROTECTED ON-SITE THROUGHOUT THE DURATION OF THE CONSTRUCTION SCHEDULE. F, REMOVE MOCK-UPS AT COMPLETION OF CONSTRUCTION WHEN DIRECTED BY THE OWNER OR LANDSCAPE ARCHITECT. G, SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION, 8841 RESEARCH DR sum 200 IRVINE· CA 9'!61& 941.387.1323 RIDGELA.COM "AS-BUILT" DATE L.A. ______ EXP. REVIEWED BY: INSPECTOR 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 DIVISION HARDSCAPE PLAN CARLSBAD RACEWAY LOT 16 3248 LIONSHEAD A VENUE CARLSBAD, CALIFORNIA 92010 APPROVED L~~ ~, Bt,:,,:lr ("" , z.:;: 'I- PLANNING DATE OWN BY RLA PROJECT NO. DRAWING NO. RLA CHKD BY SOP 16-02 493-4L FIELD BY EXISTING CITY 0F .. ,L •. L¥';b==c=;=~;-. ! VISTA SEWER ACCESS GATE (PROTECT IN •. PLACE} .. cXISTING CITY OF. VISTA ScWcR\ EASEMENT PER F/Lc/PAGE NO. 86-441919, REC. OCT. 2, 1986 TO Be QUITCLAIMED - NOTE: ALL REQUIRED EMPLOYEE EATING AREAS SHALL BE CONSTRUCTED PRIOR TO BUILDING OCCUPANCY. NOTE: DEVELOPMENT WITHIN THE BOUNDARIES OF THE AIRPORT'S FLIGHT ACTIVITY ZONE IS RESTRICTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE COMPREHENSIVE LAND USE PLAN FOR MCCLELLAN-PALOMAR AIRPORT. INSTALL CONCRETE ACCESS PATH PER Ot VISTA STD. CITY INSTA[L·•cDNCRET, APRO/// PER. CD~t~=== OF-•VISTA STD: · SEWER ACCESS EASEMENT TO BE GRANTcD. TO THE CITY OF VISTA •Doc ____ _ REC ____ _ SEWER ACCESS EASEMENT TO BE GRANTED TO THE CITY OF VISTA DOC REC EXISTING 20' WIDE CITY OF-VISTA SEWER LINE /ACCESS EASEMENT PER DOC 2004-1160412 REC DEC. 9, 2004 ENCROACHMENT AGREEMENT PERMIT DOC ____ _ REC _______ _ SEE ENCROACHMENT PERMISSIONS LETrER FR_f)li(::':, .. : ;:::; CITY .. OF VISTA DA TED .. APRIL /8, · 2Q/t;' .... ,_ \ \\ . •. \ \ \ .· EXISTING CITY OF VISTA SEWER/ACCESS EASEMENT PER DOC. 2004-1160413 REC. DEC. 9, 2004 TO BE QUITCLAIMED ·, ' '' EXISTING STORM DRAIN ACCESS EASEMENT GRANTED TO THE CITY OF CARLSBAD PER MAP NO. 15013. \/' \✓ ·.· \ .y. PROPOSED BLJILD~.NG ---'-"• \ \\~ SEWER ACCESS EASEMENT TO BE~~.---•--,-\_\~ ___ ___;-'c--_.,_\\ • . . 0 1 0 20 40 SCALE AND NORTH 60 .. MATCHLINE -SEE SHEET 5 :,qArchitects ~-~~~,/_. l1; or CAl\ 8841 REl!ARCH DR IUIH 20.0 IRVINE· CA 92418 949.387.1323 RID6ElA.COM GRANTED TO THE CITY OF VISTA DOC ________ _ REC "AS-BUILT" L.A. EXP. REVIEWED BY: INSPECTOR \ \ \ j DATE DATE \ \ REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER. ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DIVISION HARDSCAPE LAYOUT PLAN CARLSBAD RACEWAY LOT 16 3248 LIONSHEAD A VENUE CARLSBAD, CALIFORNIA 92010 APPROVED PLANNING OWN BY __ R_L_A __ CHKD BY __ R_L_A __ FIELD BY PROJECT NO. SDP 16-02 DRAWING NO. 493-4L ............ \ . . \ ; \-------------T '\ : SEWER ACCESS EASEMENT TO BE GRANT£D TO THE: CITY OF VISTA DOC REC! ; PROPOSED BUILDING ----· --',;\ I I• -------I \ --------· ' \ I ' ' ------------\ / 'i ~------', _____---\ ' ', ·, ':_ \ \ ·... :_ \ \ .. __ °""i· ,,,,,---··:~. ,.... . ,, 5' UTIUTY \ \ • \~ ----'--· -cc.__:::-_:::-_ ----1DffCC c::, --·-------· _____ il/_ SDoill/~~1':;Jg; .·-. -i ~ _.·•_; -········+1/.c> .···;' 2005-0741198. ..-.-. ··•i·····~~:~.,.✓:i~~;l~( •7:; ·:X;:;.,~s.__:...;,:...;,2.:s=,.,;..l'.::'.;;::;;:.5·~~tj .. : --/'---~~-" :~"·• ... /-.//":~ ., ... -~,;/,. -~" ~ .. ---~--~--;• NOTE: STA 40+50.00 EXIST. 2" IRRIGATION SERVICE PER DWG NO. 409-1. ABANDON IN PLACE ALL REQUIRED EMPLOYEE EATING AREAS SHALL BE CONSTRUCTED PRIOR TO BUILDING OCCUPANCY. NOTE: DEVELOPMENT WITHIN THE BOUNDARIES OF THE AIRPORT'S FLIGHT ACTIVITY ZONE IS RESTRICTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE COMPREHENSIVE LAND USE PLAN FOR MCCLELLAN-PALOMAR AIRPORT. 0 .. J) 1 0 20 40 SCALE AND NORTH ': \ • . . i 1 '"5.fi ,,: ' 60 MATCHLINE -SEE SHEET 4 si~f ;;~i~:i;i !~:--~-r-~i://t=:=~==/';::::~=~\-:---"c-~,{;0~:!"'\, .. \""""\\\~:; I; . \\\. - LETTER FROM THE CITY OF: VISTA . , DATED APRIL J.B,/2016. •... • ·-';,•·' ,.---· '· . @ .......__ ~ ---.' , , , . '"'~-. /4 c• , ~ Ii -;,;;= , __ ,.,,, I 4'-37 I • "AS-BUILT" u;,._'t,-,i'ce7..'ic,--,/~"' OF CALI o?3 8841 RESEARCH DR SUITE 200 L.A. ----·---EXP. REVIEWED BY, DATE IRVINE. (A nm 949.387.1313 RIDGHA.COM INSPECTOR DATE ! ' I . tXISTING CITY OF VISTA ·. SEWER/ACCESS EASEMENT J'.ER DOC 2004-7 160413 f{E:C DEC 9, 2004 TO BE: 0/jlTCLAIMED EXISTING STORM DRAIN ACCESS EASEMENT GRANTED TO THE CITY OF CARLSBAD PER MAP NO. 15013 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'□ REVISIONS HARDSCAPE LAYOUT PLAN CARLSBAD RACEWAY LOT 16 3248 LlONSHEAD A VENUE CARLSBAD, CALIFORNIA 92010 APPROVED I~ -UL~ ~.,.,h,t"" PLANNING DATE OWN BY RLA PROJECT NO. DRAWING NO. CHKD BY RLA FIELD BY SDP 16-02 493-4L PA PA, ·, ·-,'' ., '• :.: .. ,. PA ~---.---- e: '.¥:; I · ······· ' ;; ,, '·-'f'===c,--== F J s 3 \PA \ \_....--/ ' \ \ \ \ \ \ ( / \\ \\\ r-------,-,----\ \ \ \ \ ) \I··.\ .\ \ i-------,11 I I .''•c'c~',' '/'scl,A-=;:;.~J;---\,'-~/l--,c-"'i"'--'~ : \ HARDSCAPEPLANENLARGEMENT: ENTRANCE#1 HARDSCAPEPLANENLARGEMENT: ENTRANCE#2 HARDSCAPE PLAN ENLARGEMENT: EMPLOYEE BREAK PATIO COLOR AND FINISH SCHEDULE SYMBOL KEY DESCRIPTION MANUFACTURER COLOR FINISH COMMENTS PAVING: [SJ ~ OPTIMUS SAWCUT CONCRETE PAVING NONE SURFACE CONTRACTION JOINTS TYPE;C -RETARDANT-' I HIDDEN EXP. JOINTS TOP CAST #05, PER PLAN C-12 OPTIMUS SAWCUT [I] ~ CONCRETE PAVING L.M SCOFIELD SURFACE CONTRACTION JOINTS TYPE:B (800) 800-9900 'MESA BEIGE', RETARDANT-I HIDDEN EXP. JOINTS DOUBLE DOSE TOP CAST #05, PER PLAN OPTIMUS SAWCUT -~ CONCRETE PAVING L.M SCOFIELD C-14 SURFACE CONTRACTION JOINTS TYPE: A (800) 800-9900 'FRENCH GRAY' RETARDANT-I HIDDEN EXP. JOINTS TOP CAST #03, PER PLAN ~ PRE-CAST CONCRETE ACKERSTONE STANDARD [.:,,w. ii.?!JI TRUNCATED DOME (951) 674-0047 ONYX #PTD-610 FACE MIX PAVERS NOTE; CONTRACTOR SHALL PREPARE 4' SQ. SAMPLE OF ALL PAVING FINISHES, PER SPECIFICATIONS, FOR REVIEW AND APPROVAL BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. SITE FURNISHINGS: SYMBOL KEY DESCRIPTION ~ ~ DINING TABLE AND CHAIRS @ ~ TRASH RECEPTACLE I I I § BIKE RACK WALLS: ~ P.IP CONCRETE -,.,.,-=---RETAINING WALL NOTE; ALL REQUIRED EMPLOYEE EATING AREAS SHALL BE CONSTRUCTED PRIOR TO BUILDING OCCUPANCY. NOTE: DEVELOPMENT WITHIN THE BOUNDARIES OF THE AIRPORT'S FLIGHT ACTIVITY ZONE IS RESTRICTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE COMPREHENSIVE LAND USE PLAN FOR MCCLELLAN-PALOMAR AIRPORT. MANUFACTURER - - LANDSCAPE FORMS (800) 521-2546 - COLOR FINISH MODEL I QUANTITY ---/ TOTAL=8 ---/TOTAL=1 'RING' BIKE RACK I STAINLESS STEEL FINISH -/ TOTAL=5 C-12 SAWCUT 'MESA BEIGE', ACID WASH DOUBLE DOSE CONTRACTION JOINTS 0 1 0 20 40 60 Smith" SCALE AND NORTH CONSTRUCTION LEGEND SYMBOL DESCRIPTION DETAIL REF. CD CONSTRUCT PEDESTRIAN RATED CONCRETE PAVING B, SHT. 8 0 CONSTRUCT VEHICULAR RATED CONCRETE PAVING B, SHT. 8 ® CONSTRUCT ISOLATION JOINT A, SHT. 8 G) CONSTRUCT SAWCUT CONTRACTION JOINT A, SHT. 8 ® CONSTRUCT HIDDEN EXPANSION JOINT A, SHT. 8 THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY; @ CONCRETE CURB PER CIVIL ENGINEER'S SHEETS ® PARKING STRIPING PER ARCHITECT'S SHEETS (c) EXISTING CONCRETE PAVING TO BE PROTECTED IN PLACE (D) VISIBILITY TRIANGLE ® BIO-RETENTION AREA PER CIVIL DRAWINGS ® RAMP PER CIVIL ENGINEER'S SHEETS ® FURNISH & INSTALL PRE-CAST CONCRETE TRUNCATED DOME PAVERS D, SHT. 8 @ TRASH ENCLOSURE PER ARCHITECT'S SHEETS (jJ ® ® @ ® Architects CONSTRUCT CONCRETE PAVING AT CURB CONNECTION CONSTRUCT NEW TO EXISTING PAVING CONNECTION CONSTRUCT 30" TALL P.I.P. CONCRETE RETAINING WALL FURNISH & INSTALL SITE FURNITURE, PER SITE FURNISHINGS SCHEDULE CONSTRUCT ACCESSIBLE CURB CUT RAMP ~ ~<' J. ~~ W,/ ,?1/,11/2 _:, ~ (Dot• u'?-05 JI I ~'C &, 8841 REIEARrn DR SUITE 200 IRVINE· (A 92618 949.337.132) RIDGELHOM B, SHT. 8 ® B, SHT. 8 CD -, SHT. 8 0 --® C, SHT. 8 (D "AS-BUILT" DATE L.A. _____ EXP. REVIEWED BY: INSPECTOR DATE AREA DRAIN PER CIVIL ENGINEER'S SHEETS FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS UTILITY PER CIVIL ENGINEER'S SHEETS ELECTRIC VEHICLE CHARGE STATION PER ELECTRICAL ENGINEER'S SHEETS MAIL BOX PER ARCHITECT'S SHEETS. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH 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 DIVISION HARDSCAPE ENLARGEMENT PLAN CARLSBAD RACEWAY LOT 16 3248 LIONSHEAD A VENUE CARLSBAD, CALIFORNIA 92010 APPROVED i~ L{', ~\~ P .z.;-!<a PLANNING DATE OWN BY RLA PROJECT NO. DRAWING NO, RLA CHKD BY SOP 16-02 493-4L FIELD BY ALIGN JOINTS ON DOOR FRAME 6' 5' HARDSCAPE PLAN ENLARGEMENT: ENTRANCE #1 COLOR AND FINISH SCHEDULE SYMBOL KEY DESCRIPTION MANUFACTURER COLOR FINISH PAVING: CTI ~ OPTIMUS CONCRETE PAVING NONE SURFACE TYPE: C -RETARDANT- TOP CAST #05, C-12 OPTIMUS EJ ~ CONCRETE PAVING L.M SCOFIELD SURFACE TYPE: B (800) 800-9900 'MESA BEIGE', RETARDANT-DOUBLE DOSE TOP CAST #05, OPTIMUS ill ~ CONCRETE PAVING L.M SCOFIELD C-14 SURFACE TYPE: A (800) 800-9900 'FRENCH GRAY' RETARDANT- TOP CAST #03, ~ PRE-CAST CONCRETE ACKERSTONE STANDARD ,; TRUNCATED DOME ONYX #PTD-610 PAVERS (951) 674-0047 FACE MIX . .. -·······' • ALIGN JOINT 'oN • DOOR FRAM 5' \ ·-,.---/ .,. I ·\ ~.:· '.·.·.·. (,G. ._.. ~-;id~~1,-_:,:.-.:_J11· ⇒ \-. . . . \ . . . = .. ~ "'.· ,_<~ ... ~·.··.······.•···~ .-•.• ~~~:'\, ' · -::· J B STA • -\. • I .• . .. ,,:1:' -.¼-> __....cA~,----\ ~ ...... 1. . \ I , _ .' I ~-.;, ._,..-.\---cr;: . . . '. _,, -, . ., ," ,;:~ Q'li; ' .1 \ ·\ \ .✓ -~ HARDSCAPEPLANENLARGEMENT: ENTRANCE#2 COMMENTS SAWCUT CONTRACTION JOINTS I HIDDEN EXP. JOINTS PER PLAN SAWCUT CONTRACTION JOINTS / HIDDEN EXP. JOINTS PER PLAN SAWCUT CONTRACTION JOINTS / HIDDEN EXP. JOINTS PER PLAN NOTE CONTRACTOR SHALL PREPARE 4' SQ. SAMPLE OF ALL PAVING FINISHES, PER SPECIFICATIONS, FOR REVIEW AND APPROVAL BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. SITE FURNISHINGS: SYMBOL KEY DESCRIPTION ~ ~ DINING TABLE AND CHAIRS @ ~ TRASH RECEPTACLE WALLS: ~ P.I.P. CONCRETE """ ,:,.,;" """'' '"~ RETAINING WALL NOTE: ALL REQUIRED EMPLOYEE EATING AREAS SHALL BE CONSTRUCTED PRIOR TO BUILDING OCCUPANCY. NOTE: DEVELOPMENT WITHIN THE BOUNDARIES OF THE AIRPORT'S FLIGHT ACTIVITY ZONE IS RESTRICTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE COMPREHENSIVE LAND USE PLAN FOR MCCLELLAN-PALOMAR AIRPORT. MANUFACTURER - - - COLOR FINISH -- -- C-12 'MESA BEIGE'. ACID WASH DOUBLE DOSE 0 1 0 20 40 SCALE AND NORTH MODEL/ QUANTITY -/ TOTALc8 -I TOTAL0 1 SAWCUT CONTRACTION JOINTS 60 Smith-LO Cb\ Architects 3841 RESEARCH DR sum 200 IRVINE· lA 92618 949.38/.1323 RIDGElA.COM L.A. REVIEWED BY: INSPECTOR 12' \ . ' \ ~ _'? \ ~ a, --\---\ ·.~ .\ .I • l() ..----------, I I . . I, I 1! \ --. ~~~ I HARDSCAPE PLAN ENLARGEMENT: EMPLOYEE BREAK PATIO "AS-BUILT" DATE EXP. DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DIVISION HARDSCAPE LA-YOUT ENLA-RGEMENT PLA-N CARLSBAD RACEWAY LOT 16 3248 LIONSHEAD A VENUE CARLSBAD, CALIFORNIA 92010 APPROVED ~ L3:-E:{\__;,\;r ' "" 'z_.::;--I«,, PLANNING DATE DWN BY RLA PROJECT NO. DRAWING NO. RLA CHKD BY SOP 16-02 493-4L FIELD BY PLAN VIEW: 6" 5 8 LEGEND: 1. CONCRETE PAVING. 2. ISOLATION JOINT. J' 2% MAX. 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 SUBGRADE -VERIFY AND COMPLY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT. 8. PRE-CAST CONCRETE TRUNCATED DOME PAVERS. 9. HANDICAP SIGN AT EACH ACCESSIBLE STALL PER ARCHITECTURE PLANS. SIGN TO BE CENTERED ON STALL AND LOCATED AS CLOSE TO CURB AS POSSIBLE WITHOUT IMPEDING ON CAR OVERHANG AREA OR 4' CLEAR PATH OF TRAVEL. 10.4'-0" MINIMUM CLEAR WITHOUT CAR OVERHANG - SEE HARDSCAPE SHEETS. .· .. . ·.· ....... . PLAN VIEW: • •-.... -.. • • . A . ... . ' VISUAL WARNING GROOVES SECTION -N.T.S.: TYPICAL CURB RAMP CONDITIONS C TYPICAL ACCESSIBLE CURB CUT RAMP LAYOUT SCALE: i" = 1 '-0" 5 10 ~ -,-A --,L---,--,----,---y; ~ ::s d . ' '\f'a-. • A 8 l----+lf--L~f'-,--,--"--,-J-r--,+- 11--111 • I 1,, . . • . .. LEGEND: 3 1. ACCESSIBLE PRE CAST TRUNCATED DOME PAVER -SEE CONSTRUCTION PLAN FOR COLOR AND SUPPLIER 2. 1" TO 1-1/2" MORTAR SETTING BED WI WELDED WIRE MESH, W6xW6. 3. CONCRETE SUB-SLAB. 4. 90% COMPACTED BASE MATERIAL AND SUBGRADE - VERIFY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT. 5. ADJACENT CONCRETE PAVING -SEE CONSTRUCTION PLAN FOR COLOR AND FINISH. 6. #3 BY 12" LONG SMOOTH DOWELS 30" O.C .. 7. REBAR SIZE AND SPACING TO MATCH ADJACENT PAVING. 8. PROVIDE THICKENED EDGE AT PAVING. 9. 118" 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 PAVE RS/GROUT WITH APPROVED CLEAR PENETRATING SEALER ~ 0 TRUNCATED DOME PAVERS Sm ithConsulting Architects 8841 RESEARCH DR SUITE 200 IRVINE· CA 92418 949,387.1323 IIDGflHOM L.A. REVIEWED BY: INSPECTOR SCALE: 1 f' = 1'-0" "AS-BUILT" DATE EXP. DATE 1 4 Ll ----4---------d -Ill -Ill -Ill 111==1 SAWCUT CONTRACTION JOINT: 1 4 Ll ----4-------~ <J -111 1-11 -111-111==1 TOOLED CONTRACTION JOINT: 4 <J ---POO'R.11A" POUR~,,- -Ill -Ill -Ill 111==1 EXPANSION JOINT: f 3/16" SAWCUT 9 4 <J ----POUR "B" _-Ill -Ill -Ill 111==1 HIDDEN EXPANSION JOINT: LEGEND: 1. CONCRETE PAVING -SEE HARDSCAPE SHEETS FOR COLOR AND FINISH. 2. 3/16" WIDE SAWCUT CONTRACTION JOINT-CUT TO 114 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. f' 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. ¼" 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 114" RADIUS AT EDGES AND 1/4 DEPTH OF SLAB. NOTES: A. ENSURE THAT NO CONCRETE SLURRY STAINS BOND WITH EXISTING PAVING - USE PIERI "FACE-OFF", OR SIMILAR PRODUCT, TO ELIMINATE SLURRY STAINS ON ADJACENT SURFACES . 11 13 <J NEW TO EXISTING PAVING CONNECTION: 1 4 Ll <I <l ---. ------rl--1!:j"' POUR "A" CONCRETE PAVING JOINT SCALE: 1 ;,, = 1 '-0" 2 ' C'J 3 1 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" 0.C. BOTH WAYS, CENTER IN SLAB 4. FINISH GRADE. 5. 90% COMPACTED SUBGRADE -VERIFY AND COMPLY 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 B CONCRETE PAVING SCALE: 1 ±" = 1 '-0" REVISIONS MUST BE APPROVED BY PUBLIC HEALTH 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. 1 sH:ET II CITY OF CARLSBAD PLANNING DIVISION HARDSCAPE DETAILS CARLSBAD RACEWAY LOT 16 3248 LIONSHEAD A VENUE CARLSBAD, CALIFORNIA 92010 APPROVED I~ to , z.:;,. ~"'" PLANNING DATE DWN BY RLA PROJECT NO. DRAWING NO. CHKD BY RLA SOP 16-02 493-4L FJELD BY o" FROM 1 OF cuRB, ; l . L 1 : C-26 1" 9 GPM 900 L.F. 1046 S.F. SHRUB LW D C-1 1.5" 10 GPM 8 EA 977 S.F. SHRUB LW R C-25 1" 10 GPM 1200 L.F. 1437 S.F. SHRUB LW D C-2.4 1.5" 14 GPM 56 E.A. 252 S.F. TREE MW B 17 GPM 1700 L.F. 2093 S.F. SHRUB MW D IRRIGATION PIPE AND EQUIPMENT LOCATION NOTES 1. ALL IRRIGATlO~I EQUIPMENT, SPRINKLERS AND PIPE THAT ARE SHOW~l l~I PAVING IS FOR DRAWING CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN LANDSCAPED AREA. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCI\PE. 2. MAINLINE AND VALVE LOCATIONS SHOWN ON THIS DRAWING ARE DESIGNED AS DIAGRAMMATIC AND APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE ALL IRRIGATION APPURTENANCE LOCATION FOR REVIEW /IND APPROVAL. FINAL LOCATION AND EXACT POSITIONING OF ALL IRRIGATION APPURTENANCE SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. MINOR MODIFICATIONS OF ALL IRRIGATION APPURTENANCE AS FlEQUESTED BY THE OWNEr, SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FI\ILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISION AT NO CHARGE NOTE: PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S /\GENT 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. IRF,IGATION 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 SLOF'E IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING .1\ND IRRIGATION FOR THE SLOPE ARE/IS SH/ILL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PL.ANS, WITHIN 30 DAYS AFTER THE. IRRIGATION INSTALLATION FIRST COMMENCES. NOTE: OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER OVERSPRI\Y, MIST, OR RUNOFF. ALL IRRIGATION LAYOUT HAS BEEN DESIGNED TO MINIMIZE OVERSPRAY ONTO ALL HARDSCAPE AND EATING AREAS, TYPICAL. CONTRACTOR SHALL VERIFY ALL SYSTEM LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. THERE ARE NO OUTDOOR DRINKING FOUNTAINS ON THIS SITE. CITY NOTE: MAINLINE AND VALVES SHALL BE HIGl+LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS AS PERFORMED BY CMWD AND DEH. FINAL CONNECTIONS TO THE EXISTING IRRIGATION RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEH. NOTE DEVELOPMENT WITHIN THE BOUNDARIES OF THE AIRPORT'S FLIGHT ACTIVITY ZONE IS RESTRICTED IN ACCORDA~ICE WITH THE REQUIREMENTS OF THE COMPREHENSIVE LAND USE PLAN FOR MCCLELLAN-PALOMAR AIRPORT. 12 PVC HRE UhE MATCHLINE -SEE SHEET 10 IRRIGATION VALVE CALLOUT C-5 -CONTROLLER LETTER/ VALVE STATION NUMBER r--1~.5~"--, --VALVE SIZE C-4 1" 8 GPM 950 L.F. 11.6Jl S.F. SHRUB .LW 0 -, \' LIGHT POST 25 GPM ---GALLONS PER MINUTE HYDROZONELEGEND 2000 L.F. ----APPROXIMATE LINEAR FOOTAGE OF DRIP TUBING OR 2800 S.F. ~QUANTITY OF SPRAY HEADS. SHRUB/MW D "''---LANDSCAPE AREA S.F ~~~~~PLANT TYPE I HYDROZONE PLANT FACTOR -IRRIGATION TYPE & (IE) EFFICIENCY - SEEHYDROZONELEGEND 0 10 20 40 60 Plant Factor (Water Use)-from WUCOLS Selected based on type of plants in hydrozones: VLW = 0.1 -Very Low Water Use Plants LW = 0.1 -0.3 -Low Water Use Plants M\1\1 = 0.4 -0.6 • Moderate Water Use Plants HW::: 0.7 -0.9 -High Water Use Plants Sm .1thc·:c.·,·· ,1: Arch·1tects ~.,-,_.,; LH .. .,o,,·, i SCALE AND NORTH !E -Irrigation Efficiency S = Spray .55 M = Micro Spray .80 R = Rotor .70 B = Bubbler .75 D = Drip .80 6841 RESEARCH OR IUIIE 200 IRVlilE ·· Cl, 916ia '49.387,1323 RIDGELA.COM \,'~ .. , \ ''.\.J'l, --e. .C-5 .. t,5~ .. .., ... "_J~ Gf'M . . T;IJOO .L.F. 2,177 S.F .. SHRYBILW \ NOTES: • THERE ARE NO WELLS OR DRINKING FOUNTAINS ON THIS SITE. OUTDOOR EATING AREAS ARE NOTED ON THE PLANS AND ARE TO BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER OVERSPRAY, MIST OR RUNOFF. • LANDSCAPE IRRIGATION SYSTEMS HAVE BEEN DESIGNED TO PREVENT SPRAY ON TO STRUCTURES. EXTERIOR ENTRIES SUBJECT TO FOOT TRAFFIC OR WIND-DRIVEN RAIN HAVE BEEN DESIGNED TO PREVENT WATER INTRUSION INTO THE BUILDING. CGC SECTION 5.407.2.2.1. • OUTDOOR WATER USE: A WATER BUDGET HAS BEEN DEVELOPED FOR LANDSCAPE IRRIGATION USE THAT CONFORMS TO THE LOCAL WATER EFFICIENT LANDSCAPE ORDINANCE. WHERE NO LOCAL ORDINANCE EXISTS, SHOW COMPLIANCE WITH THE CALIFORNIA DEPARTMENT OF WATER RESOURCES MODEL WATER EFFICIENT LANDSCAPE ORDINENCE. SEE SECTIO~l 492.5 THROUGH 492.9, 49210 AND 492.11 OF THE STATE ORDINANCE. • OUTDOOR WATER USE: NEW WATER SERVICE (OR ADDITIONS I ALTERATIONS WITH >1,000 SQUARE FEET OF CUMULATIVE LANDSCAPE AREA), SEPARATE SUBMMETERS OR METERING DEVICES SHALL BE INSTALLED FOR OUTDOOR POTABLE WATER USE. ALSO, IRRIGATION CONTROLS AND SENSORS SHALL BE INSTALLED. CGC SECTIONS 5.304.2 /IND 5.304.3. D 20 E.A. 1 O!I S.F. TREE MW 8 - CD 0 IRRIGATION CONSTRUCTION NOTES TRENCHING IN VICINITY OF EXISTING TREES WHENEVER ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING TRENCHING OPERATIONS, THE CONTRACTOR SHALL REROUTE MAIN LINE TRENCHES. DO NOT CUT ROOTS OVER 1" IN DIAMETER. ALL CUTS SHALL BE A CLEAN SHARP CUT. !F TRENCHING IS REQUIRED, THE CONTRACTOR SHALL HAND DIG THE TRENCHES TAKING CARE NOT TO DAMAGE ROOTS. NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. PROTECT ALL ROOTS EXPOSED TO SUNLIGHT WITH MOIST BURLAP UNTIL COVERED WITH SOIL. PERIMETER IRRIGATION NOTE: ALL ADJACENT SYSTEMS SH/ILL MI\INTI\IN I\UTOMI\TIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION. NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERII-JG WILL BE ALLOWED DURING CONSTRUCTIO~I. CONTRACTOR SH/ILL BE RESPONSIBLE FOR REPI\IR/MODIFICATION OF ALL ADJACENT IRRIGATION SYSTEMS EQUIPMENT THAT IS AFFECTED BY PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEMS /IS REQUIRED. CONTRACTOR SH/ILL 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 CO,IFIRM ALL AREAS REQUIRING MODIFICATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING AND COMMENCING WORK. PAVING OFFSET NOTE: SPRAY HEADS ADJACENT TO PAVING SHALL BE INSTALLED A MINIMUM DISTANCE OF 24" INCHES FROM ANY NON-PERMEABLE SURFACE TO /\VOID ANY OVERSPRAY. BUILDING IRRIGATION OFFSET NOTE: ALL IRRIGATION (SPRAY OR DRIP) ADJACENT TO BUILDING SHALL BE INSTALLED A MINIMUM DISTANCE OF 12" INCHES FROM BUil.DiNG TO AVOID WATER/ OVERSPRAY ONTO BUILDING OR WINDOWS. REMOVAL AND DISPOSAL NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL VERIFY ALL EOUIPlvlENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO COMMENCING WORK. 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 SPARE WIRE NOTE: PROVIDE AND INSTALL FIVE (5) SPARE CONTROL WIRES FROlvl CONTROLLER TO THIS APPROXIMATE LOCATION. TERMINATE SPARE WIRES IN PLASTIC RECTANGULAR VALVE BOX. SPARE WIRES SHALL BE A DIFFERENT COLOR THAN REMOTE COeffROL VALVE WIRES. LABEL WIRES "SPARE" AT BOTH ENDS. CONTROLLER NOTES CONTROLLER NOTE #2: CONTROLLER LOCATION. REFER TO LEGEND FOR CONTROLLER MAKE AND MODEL NUMBER. CONTROLLER I\SSEMBL Y 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 SUPPL y HOOK·UP OF THE IRRIGATION CONTROLLER SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTFlACTOR. FOR IRRIGATION LEGEND -SEE SHEET 11 FOR IRRIGATION NOTES -SEE SHEET 12 FOR IRRIGATION CALCULATIONS -SEE SHEET 13 FOR IRRIGATION HYDROZONE MAP -SEE SHEET 14 FOR IRRIGATION DETAILS -SEE SHEETS 15 -18 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 22 -26 MAINTENANCE RESPONSIBLITY ALL PROJECT LANDSCAPE WILL BE MAINATINED BY OWNER. AS-BUILT APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" L.A. JAMES J, RIDGE 2809 REVIEWED BY: INSPECTOR • 01/09/2018 DATE EXP. 05/31/2019 (-(l.!":b DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D CITY OF CARLSBAD PLANNING DIVISION IRRIGATION PLAN C""ARLSBAD RACEWAY L01' 16 3248 LlONSHEAD A VENUE CARLSBAD, CALIFORNIA 92010 APPROVED (,(1-l'b PLANNING DATE OWN BY RLA PROJECT NO, DRAWING NO. RLA CHKD BY SDP 16-02 493-4L FIELD BY C-23 1.5" 15 GPM 1700 L.F. 2045 S.F. SHRUB LW D 4 TYP C-20 6 GPM 700 L.F. 838 S.F. SHRUB MW D C-22 1" 24 GPM 36 E.A. 965 S.F. SWALE LW s I -. \ -· r, ~ %.,",,/! L-"""' C-19 1. 5 GPM 6 E.A. TYP: 4) 621 S.F. SWALE/LW R "q ·,i:,i_TP_:\T:C~-: t;'/STi :S/ '{! TH !·::\ i i'vi: . .i\ r _1\t<D r ·;\\: (~C>I l i~f> 1.5" 25 GPM 2900 L.F. 3540 S.F. SHRUB MW D :-.1-/.-diffi'.:i? .. ~;: 1./,.i<S 1 Jt-J:J::, Fl,O'/'I iHRO:J'Jh r'lt,J-!TEF f C-18 1.5" 25 GPM 2500 L.F. 3019 S.F. SHRUB MW I) C-17 1" 5 GPM 20 E.A. 90 S.F. TREE MW B MATCHLIN \NATFk BU\: DING ('.C)NHECT!O\ TYP_4· 'N/\TEF: CF~()'i",3 L>.JHl\[J.:nc+J TEC-TiNG ··::;(1Uf\1)1t-1/.\TF '/\'iT!-i CF',JEF;/:,,,,L. CIJNTRAGTC)F; lNSf;\LL;'\TlC'.l'-\ /'J-1D :::>:!\CT LOC!\ T:Of~ SEE Di~~T/dL 'f)..y,;, C-14 1" 18 GPM 27 E.A. C-13 1.5" 26 GPM 2950 L.F. C-16 1 " 6 GPM 11 E.A. 787 S.F. SWALE LW D 580 S.F. SWALE I.W 3623 S.F. " SHRUB MW 12 GPM 46 E.A. s D 207 S.F. TREE MW X' F\ G POTAJLE LOCATION ti\ FIELD VVITH UlSTR!CT 1 . iRRIGATION PIPF AND EQUIPMENT LOCATION NOTES ALL IRRIGATION EQUIPMENT, SPRINKLERS AND PIPE THAT ARE SHOWN IN PAVING IS FOR DRAWING CLARITY ONLY ALL EQUIPMENT SHAI_L BE INSTALLED WITHIN LANDSCAPED AREA. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. MAINLINE AND VALVE LOCATIONS SHOWN ON THIS DRAWING ARE DESIGNED AS DIAGRAMMATIC A~ID APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE ALL IRRIGATION APPURTENANCE LOCATION FOR REVIEW AND APPROVAL. FINAL LOCATION AND EXACT POSITIONING OF ALL IRRIGATION APPURTENANCE SHALL BE DETERMINED BY THE OWNER'S AUTHORIZEO REPRESENTATIVE. MINOR MODIFICATIONS OF Al.l. lRRIGATIO,J APPURTENANCE AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OW~IER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISION AT ~10 CHARGE. NOTE: PRIOR ro THE START OF GRADING. THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY AP~ROVAL 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 WAI.LS 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 GRADl~IG PLANS. PLANTING AND IRRIGs\TION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED. AS SHOWN ON THE APPROVED PLANS. WITHl'I 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. NOTE: OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST co,JTACT WITH RECYCLED WATER OVERSPRAY, MIST, OR RUNOFF. ALL IRRIGATION LAYOUT HAS BEEN DESIGNED TO MINIMIZE OVERSPRAY ONTO ALL HARDSCAPE AND E,~TING AREAS, TYPICAL. CONTRACTOR SHALL VERIFY ALL SYSTEM LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. THERE ARE NO OUTDOOR DRINKING FOUI-JTAINS ON THIS SITE. CITY NOTE: MAINLINE AND VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS AS PERFORMED BY CMWD AND DEH. FINAL CONNECTIONS TO THE EXISTING IRRIGATION RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEH. NOTE DEVELOPMENT WITHIN THE BOUNDARIES OF THE AIRPORT'S FLIGHT ACTIVITY ZONE IS RESTRICTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE COMPREHENSIVE LAND USE PLAN FOR MCCLELLAN-PALOMAR AIRPORT. DJ P.O.C. I METER NOTES P.0.C. NOTE #1: POINT OF CONNECTIO~I SHALL BE A 1" RECYCLED WATER IRRIGATION METER WITH A 2" SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE cANDSCAPE ARCHITECT. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUIVIE FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. RECYCLED WATER METER INFORMATION -. . . - ADDRESS: WATER PURVEYOR: llONSHEAD AVENUE CITY OF CARLSBAD WATER DIST. CARLSBAD, CALIFORNIA 920CT9 PH.# (760) 602-2748 METER SIZE 1" ' . STATiC PRESSURE 110 PSI. ,.. SYSTEM DESIGN PRESSIJRE 72 PSI. MAXIMUM SYSTEM DEMAND 26 GPM ,.._ .. -. ---· -~~~-=.-............... ~~ LANDSCAPE AREA SERVED 39.442 SQ. FT. 0 10 20 40 60 SmithConsu1tinqArchitects SCALE AND NORTH C-15 r-··-~;-,; C-11 1.5" 23 GPM 2650 L.F. 3272 S.F. SHRUB MW D 10 GPM 1150 L.F. 1404 S.F. SflRUB MW '·OE3!(J(!ATF.D C./~iTUC•:.JF El, ·:r✓c - VvTfH)i''--1 P/\".i!dC: :::-,:_)n_ L1:·?/\\\/:i\l() <:;;__/\.P.!T'/ CJMLY, VEY1IFV EXi\C:T ! ____ OCJ\TlON lf'·l ::::1ELD F·n1on TO "l:\l:'.:;'f_t.J.Li\l'ii,,)H. FLFEJ< TU iH.HIC,\TlON P]PE /\NU' i EQU}-lAENT LOC/\Tk}N t\kY: ES. C-7 1.5" 15 GPM 1700 L.F. 2102 S.F. SHRUB LW D C7 DOES ITS BOTTOM C-8 CB DOES 1.5" TOP >--~12-GP~M---" IRRIGATION t-c14~0~0~L~.F~.-, ORI p 1727 S.F. SHRUB LW D -(TJ~,:::iEff:"\' Lil~C:, r tF!Gi\L '< UNE / "'"'"·'" -()t-V"JA\-/ NOTES: • THERE ARE NO WELLS OR DRINKING FOUNTAINS ON THIS SITE. OUTDOOR EATING AREAS ARE NOTED ON THE PLANS AND ARE TO BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER OVERSPRAY, MIST OR RUNOFF. • • • LANDSCAPE IRR!GATION SYSTEMS HAVE BEEN DESIGNED TO PREVENT SPl,AY ON TO STF!UCTURES. EXTERIOR ENTRIES SUBJECT TO FOOT TRAFFIC OR WIND-DRIVEN RAIN HAVE BEEN DESIGNED TO PREVENT WATER INTRUSION l~ITO THE BUILDING. CGC SECTION 5.407.2.2.1. OUTDOOR WATER USE: A WATER BUDGET HAS BEEN DEVELOPED FOR LANDSCAPE IRRIGATION USE THAT CONFORMS TO THE LOCAL WATER EFFICIENT LANDSCAPE ORDINANCE. WHERE NO LOCAL ORDINANCE EXISTS, SHOW COMPUANCE WITH THE CALIFORNIA DEPARTMENT OF WATER RESOURCES MODEL WATER EFFICIENT LANDSCAPE ORDINENCE. SEE SECTION 492.5 THROUGH 492.9, 492.10 AND 492.11 OF THE STATE ORDINANCE. OUTDOOR WATER USE: NEW WATER SERVICE (OR ADDITIONS I AL TERA TIONS WITH >1,000 SQUARE FEET OF CUMULATIVE LANDSCAPE AREA), SEPARATE SUBMMETERS OR METERING DEVICES SHALL BE INSTALLED FOR OUTDOOR POTABLE WATER USE. ALSO, IRRIGATION CONTROLS AND SENSORS SHALL BE INSTALLED. CGC SECTIONS 5.304.2 AND 5.304.3. MAINTENANCE RESPONSIBLITY ALL PROJECT LANDSCAPE WILL BE MAINATINED BY OWNER. IRRIGATION VALVE CALLOUT C-5 ~-CONTROLLER LETTER I VALVE STATION ~I UMBER f---1"--.5ci,.f----l ---VAL VE SIZE 25 GPM -GALLO~IS PER MINUTE 2000 LF. ......__APPROXIMATE Ll~IEAR FOOTAGE OF DRIP TUBING OR 2800 S.F. ~QUANTITY OF SPRAY HEADS. SHRUB;MW D "-. "-LANDSCAPE AREA SF. ~~~~'\ "-PLANT TYPE I HYDROZONE PLANT FACTOR \_IRRIGATION TYPE & (IE) EFFICIENCY - SEEHYDROZONELEGEND HYDROZONELEGEND ::><>< ·:-;-:j\TVJ!'-i :;_'../?TE\11f.'i i : A.F.EA/3 ')i-L\LL ~E: Pf?OTE,_:~--1 . ., ___ _ Plant Factor (Water Use) -frorn WUCOLS Selected based an type of plants in hydrozones: IE -Irrigation Efficiency '. h i''V~\·f'<ifh l /0(~> i· -1: (W-!<:··'.)i,10i1\<,) 0 © © l~ ' G-~-.,., IRRIGATION CONSTRUCTION NOTES TRENCHING IN VICINITY OF EXISTING TREES WHENEVER ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING TRENCHING OPERATIONS, THE CONTRACTOR SHALL REROUTE MAl~I LINE TRE~ICHES. 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 DAIVIAGE ROOTS. NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED PROTECT ALL ROOTS EXPOSED TO SUNLIGHT WITH MOIST BURLAP UNTIL COVERED WITH SOIL. PERIMETER IRRIGATION NOTE: ALL ADJACENT SYSTEMS SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION. NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION OF ALL ADJACENT IRRIGATION SYSTEMS EQUIPMENT THAT IS AFFECTED BY PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEMS AS REQUIRED. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER. PROVIDING COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS WITH SYSTEM L.AYOUT AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING 1'110D IFICAflON WITH THE OWNER'S AUTHOR!ZED REPRESENTATIVE PRIOR TO BIDDING AND COMME~JCJNG WORK. PAVING OFFSET ,NOTE.: SPRAY HEADS ADJACENT TO PAVING SHALL BE INSTALLED A MINIMUM DISTANCE OF 24" INCHES FROM ANY NON-PERMEABLE SURFACE TO AVOID ANY OVERSPRAY. BUILD'INGJRRIGATION_OFl'SEf NOTE.: ALL IRRIGATION (SPRAY OR DRIP) ADJACENT TO BUILDING SHALL BE INSTALLED A Ml~IIMUM DISTANCE OF 12" INCHES FROM BUILDING TO AVOID WATER I OVERSPRAY ONTO BUILDING OR WINDOWS. REMO\/ AL .AN)) QISPO.SALJIIOTE,:_ CONTRACTOR SHALL BE RESPO~ISIBLE FOR THE COMPLETE REl'IIOVAL 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. CONTRACTOR SHALL MEET WITH THE OWNER PRIOR TO BEGl~JNING DEMOLITION OI, ANY OTHER WORK, AND WALK SITE TO LOCATE EXISTl~IG CONTROLLER AND Ll~IES AND OTHER IRRIGATION TO BE PROTECTED IN PLACE. SPARE WIRE NOTE: PROVIDE AND INSTALL FIVE (5) SPARE CONTROL WIRES FROM CONTROLLER TO THIS APPROXIMATE LOCATION. TERMINATE SPARE WIRES IN PLASTIC RECTANGULAR VALVE BOX. SPARE WIRES SHALL BE A DIFFERENT COLOR THAN REMOTE CONTROL VALVE WIRES. LABEL WIRES "SPARE" AT BOTH ENDS. 8841 RcSEAiCtt DR IUIT[ 100 IRVIIIE ·CA 92618 949.3871323 RIDGELA.COM "AS-elUIL r 01/09/2018 DATE L.A. JAMES J RIDGE 2809 EXP. 05/31/2019 REVIEWED BY: 1a(~~LA-- INSPECTOR (-tl-l'b DATE VLW = 0.1 -Very Low Wnter Use Plants LW.:: 0.'I -0.3 -Low Water Use Plants MW::: 0.4 -0.6 -Moderate Water Use Plants HW = 0. 7 -0.9 -High Water Use Plants S = Spray .55 M ::: Micro Spray .80 R == Rotor .70 B = Bubbler .75 D = Drip .80 FOR IRRIGATION LEGEND -SEE SHEET 11 FOR IRRIGATION NOTES -SEE SHEET 12 FOR IRRIGATION CALCULATIONS -SEE SHEET 13 FOR IRRIGATION HYDROZONE MAP -SEE SHEET 14 FOR IRRIGATION DETAILS -SEE SHEETS 15 -18 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 22 -26 AS-BUILT APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DIVISION IISHEETS I 26 DATE BY DESCRIPTION APP'D REVISIONS IRRIGATION PLAN CARLSBAD RACEWAY LOT 16 3248 LIONSHEAD A VENUE CARLSBAD, CALIFORNIA 92010 DWN BY_~R=LA~_ CHKD BY_.:_R:=L;..cA __ FIELD BY PROJECT NO. SDF' 16-02 DRAWING! NO. 493-4L NOTE: DEVELOPMENT WITHIN THE BOUNDARIES OF THE AIRPORT'S FLIGHT ACTIVITY ZONE IS RESTRICTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE COMPREHENSIVE LAND USE PLAN FOR MCCLELLAN-PALOMAR AIRPORT IRRIGATION PIPE & WIRE LEGEND SYMBOL MANUFACTURE/ MODEL NO./ DESCRIPTION DETAIL SHEET NON-PRESSURE LATERAL LINE (3/4" -2") SCH. 40 PURPLE "RECYCLED WATER" PVC PIPE WITH WORDS 0 16 "RECYCLED WATER-DO NOT DRINK" INSTALLED 12" BELOW GRADE. PRESSURE MAINLINE (1-112" SCH. 40) (2" CLASS 315) PURPLE "RECYCLED WATER" PVC PIPE WITH O,Q,R 16 ------WORDS "RECYCLED WATER-DO NOT DRINK" INSTALLED 18" BELOW GRADE. INSTALL WITH 3" WIDE 17 "RECYCLED WATER" METALLIC DETECTABLE WARNING TAPES. T. CHRISTY -TA-DT-3-PRW, 3" WIDE DETECTABLE PURPLE "RECYCLED WATER" METALLIC BACKED 0, P,Q 16 UNDERGROUND WARNING TAPE. INSTALL WARNING TAPE CONTINUOUSLY ALONG MAINLINE 17 NO SYMBOL ROUTING, ONE (1) LOCATED IMMEDIATELY ON TOP OF MAINLINE ATTACHED EVERY 5' AND ONE (1) LOCATED 12" ABOVE MAINLINE. +7-7 ,..,...,... .,. a-PIPE SLEEVE -PURPLE "RECYCLED WATER" SCH 40 PVC PIPE WITH WORDS "RECYCLED WATER-DO P,Q,R 16 NOT DRINK". EXTEND 12" BEYOND EDGE OF HARDSCAPE. SLEEVE SHALL BE MINIMUM TWICE THE 17 1 ·;, / DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED, MINIMUM 2" SIZE. 1'777777) WIRE SLEEVE -"PURPLE" SCH 40 PVC PIPE EXTEND 12" BEYOND EDGE OF HAROSCAPE. SLEEVE SHALL O,P 16 BE MINIMUM TWICE THE DIAMETER OF WIRE BUNDLE CARRIED, MINIMUM 2" SIZE. NO SYMBOL IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L APPROVED) 0, p 17 NO SYMBOL SPEARS -DS-400, PRE FILLED ORI-SPLICE SEAL WIRE CONNECTORS WITH CRIMP SLEEVE s 17 FOR USE ON ALL WIRE CONNECTIONS. NO SYMBOL K.B.I. -KSC-XXX-S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS NIA NIA LOWER THAN THE SPRINKLERS. NO SYMBOL K.B.I. -KC-XXX-S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY NIA N/A ABOVE FIRST LATERAL LINE TEE, WHEN RCV IS HIGHER THAN THE SPRINKLERS. AS APPROVED -SPARE CONTROL WIRES. INSTALL MINIMUM, ONE (1) COMMON AND FIVE (5) ADDITIONAL T 17 ® SPARE CONTROL WIRES WITH 36" MINIMUM LENGTH EXPANSION WIRE LOOP FOR ALL WIRES. INSTALL WIRES WITHIN 10" ROUND PLASTIC VALVE BOX AND LABEL LID "SW". SPARE WIRES SHALL BE A DIFFERENT COLOR THAN REMOTE CONTROL VALVE WIRES. LABEL WIRES "SPARE" AT BOTH ENDS. DRIP IRRIGATION LEGEND SYMBOL MANUFACTURE I MODEL NO. I DESCRIPTION GPH PSI RADIUS PREC. DETAIL SHEET RATE NETAFIM -TLHCVXR-RW-5-12, TECHLINE "HCVXR" SERIES 17mm 0.53 30 N/A 0.64 U, V, 17 E --J "RECYCLED WATER" PURPLE STRIPE DRIPLINE WITH PRESSURE w,x, 18 . ---_-_:_:-COMPENSATING, ANTI SIPHON CHECK VALVE AND COPPER INFUSED y ROOT INTRUSION PROTECTION EMITTERS. INSTALL DRIP TUBING@ 16" MAXIMUM ROW SPACING WITH TRIANGULAR SPACED EMITTER LAYOUT. -t -NETAFIM -DRIPLINE CONNECTIONS SHALL BE MADE USING TECHLINE 17mm DRIPLINE INSERT FITTINGS. -. -' --INSTALL STAINLESS STEEL CLAMPS ON FITTINGS FOR ANY SYSTEM THAT EXCEEDS 50 PSI. z 18 --- ~ RAIN BIRD -RD-12, 12" POP-UP DRIP SYSTEM POP-UP FLUSH VALVE. INSTALL WITH "GPH" MODEL AA 18 #GDFN-R, SERIES "PURPLE" COMBINATION FLUSH VALVE/ DRIP INDICATOR. ~ NETAFIM -TLAVRV, AIR/VACUUM RELIEF VALVE. BB 18 NOTE: ALL SUB-SURFACE TUBING SHALL BE INSTALLED 2" BELOW FINISH SOIL GRADE ANCHORED WITH RAIN BIRD 9" GALVANIZED WIRE STAKES, MODEL TDS-050, INSTALLED FOUR (4) FEET ON CENTER RECYCLED WATER IRRIGATION LEGEND SYMBOL MANUFACTURE/ MODEL NO./ DESCRIPTION DETAIL SHEET @] RECYCLED WATER SIGNS, INSTALL QUANTITY AND LOCATIONS PER PER THE CARLSBAD cc 18 MUNICIPAL WATER DISTRICT AND SAN DIEGO (DEH) WATER RECYCLING REQUIREMENTS. NO SYMBOL AS APPROVED -CONTROLLER SHALL HAVE RECYCLED WATER PLACARD INSTALLED AS REQUIRED. NO SYMBOL T. CHRISTY'S -(PURPLE) "RECYCLED WATER" VALVE 1.0. TAG INSTALL WITHIN EACH VALVE BOX TYP. NO SYMBOL AS APPROVED -ALL VALVE BOXES SHALL BE (PURPLE) "RECYCLED WATER" AND MARKED AS REQUIRED FOR RECYCLED WATER USE. NOTE: ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE RECLAIMED WATER IRRIGATION SYSTEM REQUIREMENTS SET FOR BY SAN DIEGO ENVIRONMENTAL HEALTH AND CITY OF CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. SYMBOL [O ® -HL- ~ --F-- ----Vi ®3 ""' POTABLE WATER WATER LEGEND MANUFACTURE/ MODEL NO. I DESCRIPTION DETAIL SHEET AS APPROVED -BYPASS TEE FOR BUILDING RECYCLED WATER CROSS CONNECTION TEST STATION. DD 18 AS APPROVED -TEMPORARY POTABLE WATER METER OBTAINED FROM THE DISTRICT AND LOCATED EE 18 AT A DISTRICT APPROVED POTABLE WATER SOURCE WITH A DISTRICT APPROVED TEMPORARY RIP BACKFLOW DEVICE INSTALLED IMMEDIATELY DOWNSTREAM OF THE TEMPORARY WATER METER AS APPROVED -TEMPORARY POTABLE WATER 2" PVC PIPE HIGH LINE WATER FEED TO SUPPLY THE EE 18 PROPOSED RECYCLED WATER IRRIGATION SYSTEM DURING CONSTRUCTION AND TESTING PERIOD. AS APPROVED -FIRE SERVICE DOUBLE DETECTOR CHECK, PER CIVIL ENGINEER'S SHEETS. AS APPROVED -FIRE LINE, PER CIVIL ENGINEER'S SHEETS. AS APPROVED -POTABLE WATERLINE, PER CIVIL ENGINEER'S SHEETS. AS APPROVED -BUILDING POTABLE WATER METER AND RIP BACKFLOW DEVICE PER CIVIL ENGINEER'S SHEETS. AS APPROVED -FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS "AS-BUILT" 8841 RESfARCtt DR sum 200 L.A. REVIEWED BY: EXP. Smith( or::::.c•u::gArchitects IRVINE· (A 92618 94I)37.1>23 i!DGHA.(OM INSPECTOR DATE DATE ------------·--·-··· IRRIGATION ROTATOR HEAD SPRINKLER LEGEND SYMBOL FLOW RATE GPM PREC. DETAIL SHEET Q I H I F MANUFACTURE I MODEL NO. I DESCRIPTION Q H F PSI RADIUS RATE SHRUB 12" HI-POP ROTATOR HEADS WITH CHECK VALVE AND PRESSURE REGULATION [j] RAIN BIRD -RD-12-S-P45-F-NP, WI HUNTER ROTATOR SERIES MP .17 ----30 8-12 FT .45 A 15 CORNER NOZZLE. ~ [;51 IQ] RAIN BIRD-RD-12-S-P45-F-NP, WI HUNTER ROTATOR SERIES MP .18 .35 1000 NOZZLE. .65 30 8-12 FT .45 A 15 [Z] llll Ill] RAIN BIRD -RD-12-S-P45-F-NP, WI HUNTER ROTATOR SERIES MP .33 .63 2000 NOZZLE. 1.27 30 13-17FT .45 A 15 IIlll [TI [lJ RAIN BIRD -RD-12-S-P45-F-NP, WI HUNTER ROTATOR SERIES MP .74 1.84 3000 NOZZLE. 3.15 30 19-27 FT .45 A 15 [l] [ill RAIN BIRD -RD-12-S-P45-F-NP, W/ HUNTER ROTATOR SERIES MP 30 4x14 FT .45 A 15 MPLCS515 / MPRCS515 / MPSS530 NOZZLE. .19 .19 .38 4x28 FT IRRIGATION TREE BUBBLER LEGEND SYMBOL MANUFACTURE I MODEL NO. I DESCRIPTION GPM PSI RADIUS PREC. DETAIL SHEET RATE (l) RAIN BIRD -RD-06-S-P30-F-NP, WI HUNTER MSBN-25Q BUBBLER NOZZLE. .25 (.50) 30 1 FT 1.9 B 15 NOTE: SINGLE SYMBOL ON PLANS REPRESENTS TWO (2) BUBBLE RS PER TREE. PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL. IRRIGATION EQUIPMENT LEGEND SYMBOL MANUFACTURE I MODEL NO./ DESCRIPTION DETAIL SHEET @ P.O.C. POINT OF CONNECTION -1" RECYCLED WATER IRRIGATION METER WITH 2" SERVICE LINE. NIA 15 VERIFY SIZE, LOCATION, AND STATIC WATER PRESSURE IN FIELD. @) FEBCO -825YA SERIES, 1-1/2" RIP BACKFLOW PREVENTION ASSEMBLY WITH C 15 WILKINS "NR3" PRESSURE REGULATOR, INSTALLED AS PART OF ASSEMBLY. VI.T. STRONG BOX-SBBC-30CR, METAL POWDER COATED SMOOTH TOUCH BACKFLOW DEVICE C 15 SYMBOL ENCLOSURE. INSTALL ON A POURED IN PLACE CONCRETE BASE PER MANUFACTURE SPECIFICATIONS. PROVIDE PADLOCK AND TWO SETS OF KEYS. YARDNEY -SB 2-P, 2" (PURPLE) BASKET STRAINER WITH FLANGED CONNECTIONS AND 80 MESH D 15 ® FILTER ELEMENT. STRAINER ASSEMBLY SHALL BE INSTALLED WITHIN A VI.T. STRONG BOX SBBC-30CR SMOOTH TOUCH ENCLOSURE INSTALLED ON A POURED IN PLACE CONCRETE PAD. & RECYCLED WATER CROSS CONNECTION TEST STATION. E 15 ~ SUPERIOR -3200-RW, SERIES 1-112" NORMALLY CLOSED, RECYCLED WATER, MASTER CONTROL VALVE F 15 WITH PURPLE HANDLE. IMPERIAL -IFS-150C, 1-112" (CST) FLOW SENSOR ASSEMBLY. INSTALL PER MANUFACTURER'S G 15 ® RECOMMENDATIONS. WIRE TO CONTROLLER WITH PAIGE, #P71620 CABLE INSTALLED WITHIN 1-1/4" PVC SCH. 40 GRAY ELECTRICAL CONDUIT WITH PULL BOXES LOCATED EVERY 250' AND AT ALL CROSSINGS, NO SPLICES ALLOWED. FLOW SENSOR IS SUPPLIED AS PART OF IMPERIAL TECHNICAL SERVICES CONTROLLER ASSEMBLY. @ EZ-FLO SYSTEMS -EZ-005-FX-CBV-xxx-FERTI-MAXX STARTER-25, 5 GALLON FERTILIZING H 15 SYSTEM WITH 25 LB BAG STARTER FERTILIZER. ..... SPEARS -3621-xxxSR, THREADED, TRUE UNION 2000 STANDARD PVC BALL VALVE, LINE SIZE. I 16 ~ RAIN BIRD -PESB-NP-HAN-(1" OR 1-112") SERIES PLASTIC, RECYCLED WATER, J, M 16 REMOTE CONTROL VALVE WITH PURPLE HANDLE, SIZE AS SHOWN. RAIN BIRD -XCZ, (1" OR 1-112") SERIES DRIP VALVE ASSEMBLY WITH PURPLE HANDLE, SIZE AS K,M 16 ~ SHOWN. INSTALL XCZ-PRB-100-COM, 1" VALVE ASSEMBLY FOR DEMANDS (1 -14) GPM. INSTALL XCZ-PRB-150-COM, 1-112" VALVE ASSEMBLY FOR DEMANDS (15 -35) GPM. @ SIGNATURE -7645, 1" NON-POTABLE, ACME THREAD QUICK COUPLER VALVE WITH PURPLE L, M 16 LOCKING COVER FOR RECYCLED WATER USE. IRRIGATION CONTROLLER EQUIPMENT LEGEND SYMBOL MANUFACTURE/ MODEL NO./ DESCRIPTION DETAIL SHEET @] liiSl [I] IMPERIAL TECHNICAL SERVICES "ET WATER" CONTROLLER ASSEMBLY: N 16 MODEL# ICA6-ETW2-32 / SP I RSE I ETW2SP-5 I ETWFS-51 ETW-UA. ICA6 = STAINLESS STEEL TOP ENTRY PEDESTAL ENCLOSURE. ETW2-32" "ET WATER" 32 STATION CENTRAL COMMUNICATION IRRIGATION CONTROLLER ASSEMBLY. SP= SURGE PROTECTION. RSE = RAIN SWITCH. ETW2SP-5 = ET WATER MANAGER SERVICE PLAN -5 YEAR. ETWFS-5" FLOW SENSOR DATA PLAN -5 YEAR ETW-UA = UNIVERSAL 9 PIN REMOTE CONTROL ADAPTER. FOR FURTHER INFORMATION CONTACT DARYL GREEN AT GREEN PRODUCT SALES (949) 584-7311 THE INSTALLATION OF CONTROLLER MUST BE APPROVED AND CERTIFIED BY IMPERIAL TECHNICAL SERVICES. PROVIDE COPIES OF CERTIFICATION TO THE OWNER'S AUTHORIZED REPRESENTATIVE AND LANDSCAPE ARCHITECT. IMPERIAL TECHNICAL SERVICES -RAIN SENSOR, MOUNTED TO SIDE OF ENCLOSURE AND WIRE TO N 16 CONTROLLER. INSTALLED WITHIN STAINLESS STEEL VANDAL RESISTANT ENCLOSURE. RAIN SENSOR IS SUPPLIED AS PART OF JOHN DEERE ASSEMBLY. 120 VOLT ELECTRICAL POWER PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD. NIA N/A THE COORDINATION OF POWER AND CONNECTION OF CONTROLLER SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 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. DATE BY DESCRIPTION REVISIONS APP'D CITY OF CARLSBAD PLANNING DIVISION IRRIGATION LEGEND CARLSBAD RACEWAY LOT 16 3248 LIONSHEAD A VENUE CARLSBAD, CALIFORNIA 92010 APPROVED t-?,' 4, ~ \ ~ \,;:;> . :::>--$ l<.c PLANNING DATE OWN BY RLA PROJECT NO. DRAWING NO. RLA CHKD BY SOP 16-02 493-4L FIELD BY Irrigation Installation Notes 1. THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ANY AND ALL PERMITS AND ALL INSPECTIONS AS REQUIRED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY AND ALL DAMAGES TO OPERATIONS OR WORK OF OTHER CONTRACTORS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ACTIVITIES WITH ALL AGENCIES AND OTHER TRADES. 3. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY ENCROACHMENT INTO ADJACENT PROPERTY, R.O.W.'S, EASEMENTS, SETBACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL REPAIR OR REPLACE, AT NO ADDITIONAL COST TO THE OWNER, ANY DAMAGE TO UNDERGROUND UTILITIES THAT MAY OCCUR. 5. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING PLANS BEFORE BEGINNING WORK. 6. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO PROJECT LANDSCAPE ARCHITECT FOR DIRECTION. ANY CONTINUATION OF WORK IS AT THE CONTRACTOR'S RISK AND EXPENSE. 7. 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 PUBLIC WORKS INSPECTOR, LANDSCAPE ARCHITECT 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, CITY PUBLIC WORKS INSPECTOR OR, IF APPROVED BY LANDSCAPE ARCHITECT, CONTRACTOR MAY E-MAIL DIGITAL PHOTOGRAPHS OF THE PRESSURE GAUGE TO THE LANDSCAPE ARCHITECT AT BEGINNING AND END OF TEST PERIOD. 16. 120-VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED PER THE ELECTRICAL ENGINEER'S PLANS AND SPECIFICATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ELECTRICAL SERVICE WITH THE GENERAL CONTRACTOR AND TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. 17. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 18. BACKFLOW DEVICE SHALL BE INSTALLED IN GROUND COVER AREA WHEREVER POSSIBLE. FINAL LOCATION SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE AND MAY VARY FROM THAT INDICATED ON THE DRAWINGS. 19. QUICK COUPLER VALVES, CONTROL VALVES, AND SHUT-OFF VALVES SHALL BE INSTALLED IN GROUND COVER AREAS WHEREVER POSSIBLE. 20. PIPING AND WIRE CONDUIT PENETRATIONS THROUGH WALLS AND INSTALLATION EQUIPMENT UNDER PAVING SHALL BE INSTALLED IN SCH 40 PVC SLEEVES, AS CALLED OUT ON PLANS, OR AS PER LOCAL CODES AND MUST BE COORDINATED WITH THE GENERAL CONTRACTOR AND CONTRACTORS OF ALL VARIOUS TRADES THAT MAY 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. 21. USE CHECK VALVES AS REQUIRED TO ELIMINATE LOW HEAD DRAINAGE. 22. THE CONTRACTOR SHALL INSTALL KBI SERIES ANTI-DRAIN VALVES ON ALL LATERALS IN AREAS WHERE SLOPE OF GRADE EXCEEDS 4:1, WHERE POST VALVE SHUT-OFF DRAINING OF THE IRRIGATION OCCURS, OR AS DIRECTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 23. THE CONTRACTOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEAL THY GROWTH OF PLANT MATERIAL. AT NO TIME SHALL THE CONTRACTOR APPLY WATER AT A RATE OF FREQUENCY WHICH CAUSES RUNOFF OR OVER-SATURATION OF THE SOIL. 24. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO ADJACENT PAVING, WALLS OR OTHER HARDSCAPE ELEMENTS TO THE EXTENT POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND ADJUSTING THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING FLOW FOR EACH SYSTEM. 25 WHEN RADIUS OF SPRINKLER HEADS AS REQUIRED FOR PROPER COVERAGE IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A PRESSURE COMPENSATING SCREEN (PCS) FOR LOW FLOW AND RADIUS CONTROL. 26. USE ADJUSTABLE ARC NOZZLES FOR ALL HEADS LOCATED IN AREAS WHERE A STANDARD ARC PATTERN SPRAYS OVER ONTO ADJACENT PAVING, WALLS OR OTHER HARDSCAPE ELEMENTS. ADJUSTABLE ARC NOZZLE SHOULD HAVE THE SAME RADIUS OF THROW AS THE NOZZLE BEING REPLACED. 27. NO OVERSPRAY OR LOW HEAD DRAINAGE SHALL BE ALLOWED. 28. WHEN VERTICAL OBSTRUCTIONS (LIGHT POLES, FIRE HYDRANTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL 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 UL APPROVED, IN AN 18" DEEP TRENCH, INSTALLED UNDERNEATH THE MAINLINE PIPE WHEN RUN IN THE SAME TRENCH. WIRE CONNECTORS SHALL BE PENTITE OR ORI-SPLICE ONLY. EXTRA HOT WIRE -2 PER EACH GROUP OF 5 WIRES -LABEL ALL SPARE WIRES AT BOTH ENDS. COLORS FOR CONTROL WIRE SHALL BE AS FOLLOWS: A. COMMON WIRE -WHITE B. HOT WIRE -BLACK C. EXTRA COMMON WIRE, MINIMUM 3 EACH DIRECTION AND ONE TO EACH LEG OF MAINLINE FROM POC PER CONTROLLER -WHITE WITH ORANGE STRIPE (DIFFERENT STRIPE COLOR PER CONTROLLER) 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 THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE PROJECT LANDSCAPE ARCHITECT. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. 35. AFTER INSTALLATION OF THE IRRIGATION SYSTEM IS COMPLETED, THE CONTRACTOR SHALL PERFORM A COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT AND CITY PUBLIC WORKS INSPECTOR 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. NOTE: DEVELOPMENT WITHIN THE BOUNDARIES OF THE AIRPORT'S FLIGHT ACTIVITY ZONE IS RESTRICTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE COMPREHENSIVE LAND USE PLAN FOR MCCLELLAN-PALOMAR AIRPORT. Architects 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 OVERS PRAY ONTO HARDS CAPE, STREETS, WALLS OR ANY OTHER HARDSCAPE / STRUCTURE 2. MAINLINE SHOWN WITHIN PAVING FOR DRAWING CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. 3. WHEN VERTICAL OBSTRUCTIONS (PROPS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE. THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER 4. WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE, IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A RAIN BIRD "PCS" PRESSURE COMPENSATING SCREEN FOR LOW FLOW AND RADIUS CONTROL. 5. USE ADJUSTABLE ARC NOZZLES FOR ALL HEADS LOCATED IN AREAS WHERE A STANDARD ARC PATTERN OVER SPRAYS ONTO BUILDINGS, WALLS OR PAVING. ADJUSTABLE ARC NOZZLE SHOULD HAVE THE SAME RADIUS OF THROW AS THE NOZZLE BEING REPLACED. 6. OVERHEAD IRRIGATION SHALL NOT BE PERMITTED WITHIN 24 INCHES OF ANY NON-PERMEABLE SURFACE, (PER STATE ORDINANCE AB 1881.) ABSOLUTELY NO OVERSPRAY OR LOW HEAD DRAINAGE IS ALLOWED. 7. IRRIGATION SLEEVES SHOWN FOR MAJOR STREET AND DRIVEWAY CROSSINGS FOR CLARITY ONLY. CONTRACTOR SHALL INSTALL SLEEVING BELOW ALL PAVING, HARDSCAPE, ETC. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. 8. ALL PIPING AND WIRE SHALL BE SLEEVED UNDER PAVING. ALL SLEEVES TO BE MINIMUM 2X DIAMETER OF PIPE SLEEVES. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MINIMUM 2-INCH DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND MINIMUM 12 INCHES BEYOND PAVING. 9. ALL LEAD WIRES TO BE #14 GAUGE, AND BLACK IN COLOR ALL COMMON WIRE TO BE #14 GAUGE AND WHITE WITH COLORED STRIPE. FOR MULTIPLE CONTROLLERS USE DIFFERING COLOR PER CONTROLLER. 10. PROVIDE A MINIMUM OF TWO (2) EXTRA SPARE WIRES FOR EACH GROUP OF TEN (10) CONTROL VALVES AND ALSO TO EACH END OF MAINLINE RUN. LOOP SPARE WIRE IN A NEARBY VALVE BOX WITH MINIMUM 2' OF COILED WIRE. SPARE WIRES SHALL BE A DIFFERENT COLOR THAN REMOTE CONTROL VALVE WIRES. LABEL WIRES "SPARE" AT BOTH ENDS. 11. 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. 12. 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. 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 VALVES AND APPURTENANCE VALVES TO TERMINAL STRIP. REFER TO ELECTRICAL ENGINEER'S DRAWING'S FOR POWER SOURCE. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL STATE AND NATIONAL ELECTRICAL CODES AND REGULATIONS. FINAL LOCATION AND EXACT POSITIONING OF THE CONTROLLER SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF CONTROLLER REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. 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 VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER IN GENERAL, UNLESS OTHERWISE DIRECTED BY OWNER, ALL VALVES SHALL BE INSTALLED THREE FEET FROM EDGE OF HARDSCAPE, WALK OR CURB IN SHRUB PLANTING AREAS. 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, LANDSCAPE ARCHITECT AND CITY'S PUBLIC WORKS INSPECTOR PRIOR TO INSTALLATION OF THIS EQUIPMENT. FINAL LOCATION AND EXACT POSITIONING OF BACKFLOW PREVENTER AND ALL IRRIGATION APPURTENANCE SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF THE BACKFLOW PREVENTER, AND ALL IRRIGATION APPURTENANCE AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISION AT NO CHARGE. 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. 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 PJPING AND/ORA SANITARY SEWER SYSTEM. THE PRESSURIZED RECLAIMED WATER PIPING SHALL BE INSTALLED ONE FOOT BELOW ALL PRESSURIZED POTABLE WATER PIPING ONE FOOT ABOVE ALL SANITARY SEWER SYSTEMS. IF A ONE FOOT VERTICAL SEPARATION IS NOT POSSIBLE, SPECIAL CONSTRUCTION REQUIREMENTS SHALL BE CONSIDERED. REFER TO DISTRICT STANDARDS. Attachment 37: Recycled Water Standard Notes County of San Diego 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF CARLSBAD "RULES AND REGULATIONS FOR RECLAIMED WATER USE AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH REQUIREMENTS. 2. ALL BACKFLOW PREVENTER INSTALLATIONS AND LOCATIONS SHALL BE SUBJECTED TO APPROVAL BY THE CITY OF CARLSBAD WATER DEPARTMENT. 3. ALL PUBLIC FACILITIES SUCH AS COMFORT STATIONS, DRINKING FOUNTAINS, ETC. SHALL BE PROTECTED FROM SPRAY AND/OR MISTING BY RECLAIMED WATER 4. NO PONDING. RUNOFF OR OVERSPRAY IS PERMITTED. ADJUST ALL SPRINKLER HEADS TO PREVENT OVERS PRAYING ONTO SIDEWALKS, STREETS AND PRIVATE LOTS. 5. HOSE BIBS ON RECLAIMED WATER SYSTEMS ARE PROHIBITED 6. ON-SITE CROSS-CONNECTION BETWEEN RECLAIMED WATER LINES AND POTABLE IS STRICTLY PROHIBITED. 7. QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: A. QUICK COUPLING VALVES SHALL BE 1-INCH NOMINAL SIZE SIGNATURE MODEL #7645, WITH BRASS CONSTRUCTION AND A NORMAL WORKING PRESSURE OF 150 P.S.I. INSTALL QUICK COUPLERS NO CLOSER THAN 200 FEET O.C. AND NO CLOSER THAN 100 FEET TO ANY HARDSCAPE OR STRUCTURE. B. IN ORDER TO PREVENT UNAUTHORIZED USE, THE VALVE SHALL BE OPERATED ONLY WITH A SPECIAL QUICK COUPLER KEY WITH AN ACME THREAD FOR OPENING AND CLOSING THE VALVE. C. THE COVER SHALL BE PERMANENTLY ATTACHED TO THE QUICK-COUPLING VALVES IT SHALL BE PURPLE RUBBER OR VINYL .. D. LOCKING COVERS ARE REQUIRED. Guidelines For Recycled Water Use The following guidelines are intended to provide the basic parameters for the use of reclaimed water iri landscape irrigation. To operate your system in compliance with these guidelines you must: 1. Irrigate between the hours of 10:00 p.m. and 6:00 a.m. only. Watering outside this time frame must be done manually with qualified supervisory personnel on-site. No system shall at any time be left unattended during use outside the normal schedule. 2. Irrigate in a manner that will minimize runoff pooling and ponding. The application rate shall not exceed the infiltration rate of the soil. Timers must be adjusted so as to be compatible with the lowest soil infiltration rate present. This procedure may be facilitated by the efficient scheduling of the automatic control clocks, (i.e. employing the repeat function to break up the total irrigation time into cycles that will promote maximum soil absorption). 3. Adjust spray heads to eliminate overspray into areas not under the control of the customer. For example, pool decks, private patios, streets and sidewalks. 4. Monitor and maintain the system to minimize equipment and material failure. Broken sprinkler heads, leaks, unreliable valves, etc., should be repaired as soon as they become apparent 5. Educate all maintenance personnel, on a continuous basis, of the presence of reclaimed water, and the fact that it is not approved for drinking purposes. Given the high turnover rate of employees in the landscape industry, it is important that this information be disseminated on an almost daily basis. It is you, the landscape contractor, who is responsible for educating each and every one of your employees. 6. Obtain prior approval for all proposed changes and modifications to any on-site facilities. Such changes must be submitted to, and approved by, the District Engineering office and designed in accordance wfth 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. 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 8841 RESEARCH DR sum 200 IRVINE· CA 92618 949Jl7.1323 RIDGElA.CO.M DATE L.A. ______ EXP. REVIEWED BY: INSPECTOR DATE OATE BY OESCRIPTION APP'D REVISIONS IRRIGATION NOTES CARLSBAD RACEWAY LOT 16 3248 LIONSHEAD A VENUE CARLSBAD, CALIFORNIA 92010 APPROVED I¾' I\ ~ 4 E \\ _;;,:\\: t.-> . 2..::.-i <.., PLANNING DATE OWN BY_~R~LA~_ CHKD BY __ R_LA __ FIELD BY PROJECT NO. SOP 16-02 DRAWING NO. 493-4L WATER EFFICIENT LANDSCAPE WORKSHEET HYDROZONE INFORMATION TABLE ! Zone Plant %of Total ControHer lrrigati<>n Hydrozone--Ama Hydtozone'l< or Type/fartor**t Landscaped No. Method** {Sq. ft.) Valve (J>F) Area C LW 1 R 0,3 977 2.48 C MW 2 D 0,5 2,093 5,3,1 C LW 3 D ,Q,3 2,444 6,20 C LW 4 D 0,3 95-0 2.41 C LW 5 D 0,3 2,177 552 C MW 6 8 0.5 108 0,27 --~ ---- C LW 7 D 0,3 2,102 5.33 C ,LW 8 D 0,3 1,727 4.38 C LW 9 R 0.3 1,083 2,75 C MW 10 D 0.5 2,055 5,21 C MW 11 D 0,5 3,272 S.31 C MW 12 B O,~ 207 0,52 C MW B D 0.5 3,523 ra.rn C LW 14 D 0,3 580 t47 C MW 15 D 0.5 1,404 3,56 C LW 16 D 0.3 787 2,00 C MW 17 8 0.5 90 0.23 C MW 13 D 0.5 3,019 7.65 C LW 19 D 0.3' 62'! L57 ------------~----'2T2 C MW 20 D 0.-5 838 C MW 21 D 0,5 3,540 8.98 C LW 22 D Q,;3 965 2.45 C I LW 23 D 0,3 2,045 5.18 C MW 24 8 0,5 252 0,64 C LW 25 D 0,3 1,437 364 C LW 26 D 0,3 1,04@ 2,65 Total Planted Area 39,442 100% SEASONAL IRRIGATION SCHEDULE Project Name: Carlsbad Raceway Lot #16 ,ieter Number:: #1 COOttotfer'Leftef: "l" Evapofronspiratfon Rotes: E!o Historical: 47.00 Elo Per Day Eto Per ·season .Winf~f 0.0? 6,/l spring O.H Summer 0.22 ----+·· ]i,8 Foll 0,13 10.2 Run Times (Minutes per Day}= (60 X Eto "PF) 4 [PR XIE) X {RD)+ (CJ Efo = Qa_ily .EvapoirQnspirotion ltute IE~ Irrigation Efficiency PR= Precipitation Rate (Inches per Hour) RD= Svn d<1ys (Seosonql Total) c = Cycles per Day PF= Plan! Fodor (Kc) 60·; Conversion.to minutes ------------· Cycles re, Day: 1 I, Dci.ys Per"Week: ~~-------·--- lrrigafton Efflcl'ency (%}: i Rotors.: 0:,70 ;spray Heads; 0.55 Bubb/et Heads: o, 75 Dllp Line:, ,, , 0.80 ('"".""'""" . :Drip Emitter; 0,80 stre<,m Rol<lry: 0.70 ;Micro spray :o.ao ------ rrec'ipifafion Rafe (in/hr) 1Ro!ms: 0.45 I Spray Heads: 1.60 Bubbler Heads: I. 'IO , Orlp Un e: 0.73 ))rip emitter: ·-0.40 Stream Rolary: 0.48 ;-~ik·r·o sp·r·av: 0.61 Valve Planling , b'r_ig-otioo' Kc FR IE ; Winter : Spring ·summer Fall i Quantity 10 Shrub ? Shrub Shrub 2 Shrub Shrub 4 T-ree Total 25 Vtdves ' Type . {!lee, Jan, Feb )(Mor, Apr, Mo\'f(Jun, Jul, Aug) (S,ep, ()cl, Nov) Drip Line; 0.30 0.73 0,80 .... 1.tifi'i:(L·1ne i 0.50 0.72, o.ao 3 5 7 4 :Min, Per Day 4 8. lMin, P-er Day II 7 i ROiOf 0.50 0.46 0.70 , · • , ,_ a '°""" ·" 1s · TM·.1n·: .. ··rer· .. oav'" • .,, '"" , 20 12 Rotary Oi30 0.45 0.70 ' Sproy 0.50 1.60 0.55 l Bubble, 0.50 ..... 190 0:15 TQtol Hour-Rtm-Times@ 6 Dqys _rer Week 5 3 2 1.4 : • 12 7 s 3,5 7 4 3 2 . .l Min .. Per Day Mfri,,, ref--o(]y' Min. Per Day Hou.rs.Per Dey .. Hydrozone VI_W .. Veryf.ow \.VeterUsePtrmts LW-Low W{-1/er¼e f'fanls "'-'Irrigation tv,krthod MS=. Micro-spmy S-=-Spray ;."" P!t1ni'Fttcfor-fmm WUOOLS mor li:sfes ,1i&Jerteah:1.re,;s <:Jppl1(JHat-& llriqatton Pressure Calculation MW-f,fjJd1m1te Wi,t!;!r Use P'i,;lT/ts HW -, flf[lfr Wa!'eJ /.J$.B Pf M ftc;_ R ccffobr B= &i.b!Jte, n..,nrin Mefer No; ,wo,,o,.wo,,o,o,o, HGl: Elevation of Meter.~ slatic w-afer Pressof"e rst Yctlve No; YQlve Dffilond Ma~mu,m ~ystem DernctHQ 1 &60 FT 405 Fl ll(iJ;n.'i ·" "" '"" "' A-9 Ele¥atlon Change r.o,c. lo Highesl Head: 28 GPM 28 Gl'M 20 Fl NOTE: tosses:. 1' water iieiei ·· .2" service m,e 1-1{2" Ri' Bockli,ow Device X' fhlsket -Strainer 1-1/2" Mosler Valve 1-1 i 2""Ft·ow· · s_·~ns·or · """"" ,,, ' "" """ Isolation Valves 1:1/ii"ii:c.v. 11>0 Feet QI 2" Mai nil ne Cl 315 iiiiing foss fo'i .,. ,, · J.tllerllf line Lo,, HI% Loss-to Hlgbest Head Total Losses: Head Oper-ating Pressure~ Total f1~ssore Requir-ed: static Pres-stne-Avo:ilaPle: ~e.siduai ,Pfessure: 4:6 p-si 0,3 psi ,. , 12.0 P'' . ,.. '' ... 2,0, psi 2.Spsi ,,, .. , 1:2i,i1 0.5 psi ;i.1, psi jo?,si ,2,sp•i 3.0 psi . ·s.ipSi 42 psi 30 psi 72 psi 110 psi _asji,Si DEVELOPMENT WITHIN THE BOUNDARIES OF THE AIRPORT'S FLIGHT ACTIVITY ZONE IS RESTRICTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE COMPREHENSIVE LAND USE PLAN FOR MCCLELLAN-PALOMAR AIRPORT. SmithCo:e::;u,un,:;Architects NOTE: A, IRRIGATION SYSTEMS USING RECYCLED WATER SHALL BE SCHEDULED FOR USE BETWEEN THE HOURS OF 10:00 P.M, AND 6:00 AM, 8841 RESEARCH DR IUITE 200 IRYINI • CA 92618 949387:1313 RIDGHA.COM L.A. REVIEWED BY, INSPECTOR CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) Hydrozone Nurn ber (T-5 with SLA Zone Beiow -, vs;e cs many tables as necessary to complete al! hyjrozones) Carlsbod Rac:ewoy Lot 16 fvGpotronspiration Rt:lf'e \Eto)"' Conversion Factnr Frocess Step NO, '17 ,0 47 .0. 5lA 47.0 47,0 47.0 0.62 29. 140 Pion! Fqctor !Pc)" {O. l . 0.8) Noa of ·-ydrozono jsq. tq fHAJ (Step 4 ,X Step 5) {fo!.u! ufl Sf ep B + fo fa! $LA sq. ·f. · n-Step 5) {Step :3 x step 9} Esfimoted. Total WoJer use HWU (GaHons Per YeorJ Tota-shall not exceed ,'Vi.AWA West of 1-5'"" 40D "Easfrif\~S end ViB,i".'.oi F{cD·m;no Rea/= 44.'J fu~t_ .. ~f t1-Ccirrlbo-Fieal. ;·41·:◊ ,!l.ppliGDn-"f rnqy prnvida. dtffersnt Eto tt SJppnrte.Q by do.cvrn':!ntait-on subj,:.t:;i:fo op.provol by ih$ City f'ionr1ing DivisioD 0.5 0 0 0.155 0 O,;J 0 0 -0.70 0 0,5 0 0 C,8{) u . ~• PF -P-lon7 Factor ;water Use} -from wuccit.s , !Ssl<c,clijd bated on t1pe o!' plunfa In hv0r~~-~-n~s: · \u = \;1\,V -Very Love· \NGfer-Use Flonts , __ , . . .. " .... ""' 0.¢ =:= !J·V -i.ow .. 'Nqfar U~e Pl.on ts .-.... '. . . ',, .. li.5::... i'f"l\N -N\odera'te Water vse li.8 ; H\'J -High Wu ro, U~e. P 1an·1; MAXIMUM APPLIED WATER USE { MAWA} co!cvlafion: V,A!N ,,, " (Ho) X I0.42) X f(0,45 X LA)+ jV.M X SLA)J 39,143 WATER USE NOTE; THESE PLANS HAVE BEEN PREPARED TO COMPLY WITH THE CALIFORNIA STATE WATER EFFICIENT LANDSCAPE ORDINANCE AB1B81, 0.3 0.8 0 0 0 0 o;70 0.7Q () 0 39, 14:3 1,140.627 : ~·1,. !E--f.rr'.gotion FftidBncv ;smey = .55 'Rofor::: ]0 :Bubbler= ]5 ;Drip.& ;✓1tcrci Spray= .B-0 Q.8 0 0 OJ3 C ;,AdiifOrBrl1E tl:101/ b8 u5ed rfs;Jp·pof·k,d S·r -'d,:,c0rr1entciion subject k:i aopro·/al b',' ~he Ofy )MAWA 39. l 43 ijiij;~Ninnli!irnr:• ~-------Tolal SLA 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 DATE EXP. DATE BY DESCRIPTION APP'D DATE REVISIONS IRRIGATION CALCULATIONS CARLSBAD RACEWAY LOT 16 3248 LIONSHEAD A VENUE CARLSBAD, CALIFORNIA 92010 APPROVED ~~ ~ E:\1.-el ""' z_ .:;-. \<.a PLANNING DATE DWN BY RLA PROJECT NO. DRAWING NO. RLA CHKD BY SOP 16-02 493-4L FIELD BY \\,-{' . L., ~"" 2000 L.F. C-2 2444 S.F. ' ~··". 1.5" SHRUB LW 17 GPM D 1700 L.F. 2093 S.F. ,. -i: '" .. ,. SHRUB MW .. D {1!' • C-4 1 " 3 GPM 250 L.F. 280 SJ. SHRUB/LW D ·•-<, PROPOSED BUILDING C-20 1" 7 GPM 7D0 L.F. 838 S.F. SHRUB/MW D 1" = 30'-0' SCALE AND NORTH 6 GPM 550 L.F. 621 S.F. SHRUB LW D C-21 29 GPM 2900 L F 3540 SF SHRUB MW D I C-18 1.5" 25 GPM 2500 L.F. 3019 S.F. SHRUB/MW D C-17 I" 5 GPM 20 EA 9D S.F. TREE/MW 8 LIONSHEAD AVENUE Smith( :::::d i1;cJArchitects C-11 1.5" 26 GPM 2650 L.F. 3272 S.F. SHRUB/MW D '---- C-5 1.5" 25 GPM 2500 L.F. 2906 S.F. SHRUB LW D .\" . ' -;;-., ,'! C-10 1.5" 17 GPM 1700 L.F. 2055 S.F. SHRUB/MW D - 8841 REl!ARCH DR sum 200 IRVINE· (A 92!18 949.,87.1313 R!OGELA.COM 6 GPM 20 EA 108 S.F. TREE MW B C-9 1.5" 12 GPM 10 EA 1083 S.F. SHRUB1LW R - C-7 1.5" 17 GPM 1700 L.F. 2102 S.F. SHRUBiLW '), D ',".' . "AS-BUILT" DATE L.A. EXP. REVIEWED BY, INSPECTOR DATE C-8 1.5" 15 GPM 1500 L.F. 1727 SJ. SHRUB/LW D HYDROZONELEGEND f-(·r-·c>"'.';~•r"--~~-? ·;· ::-'-'7 . ,,, ' LW = LOW WATER USE PLANT ZONE MW= MODERATE WATER USE PLANT ZONE MW= MODERATE USE TREE ZONE IRRIGATION VALVE CALLOUT ~~A~1------CONTROLLER I VALVE STATION NUMBER 1.5" ~---VALVE SIZE f-="-a=c--1 25 GPM G.P.M 100 L.F. APPROXIMATE LINEAR FOOTAGE OF DRIP TUBING OR QTY. 1800 S.F. -....____ OF DRIP EMITTERS, OR QTY. OF SPRAY HEADS. TRE~MW '--.____LANDSCAPE AREA S.F. c__e___ ~~PLANT TYPE I HYDROZONE PLANT FACTOR "-.._IRRIGATION TYPE & (IE) EFFICIENCY -SEE HYDROZONE TABLE HYDROZONE TABLE Plant Factor (Water Use) -from WU COLS Selected based on type of plants in hydrozones: VLW = 0.1 -Very Low Water Use Plants LW = 0.1 -0.3 -Low Water Use Plants MW= 0.4 -0.6 -Moderate Water Use Plants HW = 0.7 -0.9 -High Water Use Plants IE -Irrigation Efficiency S = Spray .55 M == Micro Spray .80 R = Rotor .70 B = Bubbler .75 D c Drip .80 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 IRRIGATION HYDROZONE MAP CARLSBAD RACEWAY LOT 16 3248 LIONSHEAD A VENUE CARLSBAD, CALIFORNIA 92010 APPROVED I~\ 4-~~.-\\-l@· 2,,.:;:. l\o PLANNING DATE OWN BY RLA PROJECT NO. DRAWING NO. RLA CHKD BY SOP 16-02 493-4L FIELD BY 10J---~ SECTION VIEW ,,---,--------{ 1 6 >-----+-- 4"MIN RED~--------.... I BLUE"' f----10 PIPE DIAMETERS-......j SFELNO!f"oRl-----5 PIPE DJAMETERS-t DIMENSION 'A' DIMENSION '8' LEGEND: 1. (PURPLE) "RECYCLED WATER" PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER -HEAT BRAND "FS" ONTO LID. 2. FLOW SENSOR -SEE LEGEND FOR SIZE AND TYPE. 3 MAINLINE -SIZE PER FLOW SENSOR, LENGTH AS REQUIRED PER MANUFACTURE RECOMMENDATIONS. 4. NOMINAL SIZE SOLID BRICK (4 REQUIRED, ONE AT EACH CORNER). 5. LANDSCAPE FABRIC. 6. 112" ROUND WASHED PEA GRAVEL - MINIMUM 4" DEPTH. NOTES: A. USE SCH 80 PVC FITTINGS. NO VALVES, REOUCERS,------..,J OR ELBOWS IN THIS AREA EXAMPLE: FOR 1.5" FLOW SENSOR DIMENSION (A)= (1.5" x 10) MINIMUM 15" DIMENSION (B) = (1.5" x 5) MINIMUM 7,5" 7. 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. 1-114" SCH 40 PVC WIRE CONDUIT WITH SWEEP ELBOW TO CONTROLLER LOCATION. 10. FINISHED GRADE SET TOP OF VALVE BOX½" ABOVE GRADE IN TURF AREAS AND 1-112" ABOVE GRADE IN SHRUB I GROUNDCOVER AREAS. 11. EPOXY-FILLED WATERPROOF CONTROL WIRE CONNECTIONS -SEE LEGEND FOR TYPE. PROVIDE MINIMUM 24" WIRE EXPANSION COILS AT FLOW SENSOR. 12. (PURPLE) "RECYCLED WATER" PLASTIC LABEL ATTACHED WITH NYLON TIE. LABEL TO READ "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH. B. SET TOP OF VALVE BOX½" ABOVE FINISHED GRADE IN TURF AREAS AND 1-112" ABOVE FINISHED GRADE IN GROUND COVER AND SHRUB AREAS. C. SET VALVE BOX AND VALVE ASSEMBLY IN GROUNDCOVER I SHRUB AREAS WHERE POSSIBLE. INSTALL IN TURF ONLY IF THERE IS NO ADJACENT GROUNDCOVER. 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. F. INSTALL FLOW SENSOR PER MANUFACTUR'S RECOMMENDATIONS. @ FLOW SENSOR NOTTO SCALE LEGEND: 1. FINISHED GRADE. 2. (PURPLE) "RECYCLED WATER" PLASTIC RECTANGULAR SUPER JUMBO VALVE BOX 30"L x 18"W X 17"H, WITH LOCKING PURPLE COVER, USE STAINLESS BOLT, NUT, AND WASHER. HEAT BRAND "Fl" ONTO LID MARKED FOR "RECYCLED WATER". 3. PROPORTIONING CAP WITH FEED ADJUSTMENT KNOB. 4. EZ-FLO SHUT OFF VALVES. 5. EZ-FLO FERTILIZING SYSTEM, SEE LEGEND FOR SIZE. 6. (FERTILIZER OUT) CONNECT CLEAR TUBE TO GREEN CONNECTIONS ON PROPORTIONING CAP AND COUPLING. 7. (WATER IN) CONNECT BLACK TUBE TO BLUE CONNECTIONS ON PROPORTIONING CAP AND COUPLING. 8. 114" TUBING CLAMP -BOTH THE GREEN AND BLUE COUPLING TUBING CONNECTIONS. 9. APPROVED BACKFILL. 10. PVC MAIN LINE TO VALVE MANIFOLD. 11. EZ COUPLING CONNECTOR -INSTALL ACCORDING TO WATER FLOW DIRECTION ARROW, SIZE PER MAINLINE. 12. 112" ROUND WASHED PEA GRAVEL (MINIMUM 4" DEPTH). 13. LANDSCAPE FABRIC. 14. INLINE THREADED BRASS CHECK VALVE, SIZE PER MAINLINE. 15. PVC MAIN LINE FROM P.O.C EQUIPMENT. 16. NOMINAL SIZE SOLID BRICK (4 REQUIRED -ONE AT EACH CORNER OF VALVE BOX). 17. (PURPLE) "RECYCLED WATER" PLASTIC LABEL ATTACHED WITH NYLON TIE. LABEL TO READ "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH. NOTE: ITEMS 3, 4, 5, 6, 7 AND 8 ARE INCLUDED WITH THE EZ-FLO SYSTEM. ITEM 11 IS PURCHASED SEPARATELY, SIZE ITEM 11 PER MAINLINE. FROM PRESSURE REGULATOR FROM PRESSURE REGULATOR 10 11 METER NOTE: 2 3 4 g PLAN VIEW 8 g 3" MIN. SECTION VIEW STRAINER MASTER VALVE 6 TO MASTER VALVE TO MASTER VALVE FLOW SENSOR 1. INSTAUL ONE TEST STATION LOCATED DIRECTLY DOWNSTREAM OF IRRIGATION PRESSURE REGULATING VALVE. HEAT BRAND "TS" ON PURPUE COLORED PLASTIC TEST STATION LIDS. ITEM SIZE AND DESCRIPTION ITEM SIZE AND DESCRIPTION NO NO 1 3/4" SCH 80 PVC 90 ELL 6 VALVE BOX WITH PURPLE COLORED LID 2 3/ 4" SCH 80 PVC CLOSE NIPPLE 7 LINE SIZED BRASS BALL VALVE 3 3/4" BRASS LOCKABUE BALL VALVE 8 LINE SIZE BY 3/4" SCH 80 TEE WITH 1/4' FEMALE THREAD FlP X MffiR SWIVEL 9 PURPLE PVC CL 315 SCH 40 MAINLINE 4 3/4" X 1/4" BRASS THREADED 10 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL BUSHING WITH 1/4" CAPPED OUTUET 11 BRICK OR CONCRETE SUPPORTS (END TO END UNDER 5 3 4" SCH 80 PVC CLOSE NIPPUE PERIMETER OF VALVE BOX BOTTOM) ® RECYCLED WATER IRRIGATION CROSS CONNECTION TEST STATION NOTTOSCALE SECTION VIEW LEGEND: 1. PVC MAINLINE (PURPLE) WITH WORDS "RECYCLED WATER-DO NOT DRINK" FROM BACKFLOW DEVICE. SEE LEGEND FOR TYPE, DEPTH PER SPECIFICATIONS. 2. PVC SCH 80, 45 DEGREE ELL -TYP. (4 REQ.). 3. 112" ROUND WASHED PEA GRAVEL -MINIMUM 4" DEPTH WITH 2" MINIMUM CLEARANCE. 4. NOMINAL SIZE SOLID BRICK (4 REQUIRED -ONE AT EACH CORNER OF VALVE BOX). 5. LANDSCAPE FABRIC. 6. PVC MAINLINE (PURPLE) WITH WORDS "RECYCLED WATER-DO NOT DRINK" TO FLOW SENSOR. SEE SPECIFICATIONS AND TRENCHING DETAIL FOR MAINLINE DEPTH. 7. SCH 80 PVC NIPPLE -LENGTH AS REQUIRED (3 REQ.) 8. PVC SCH 80 UNION (VALVE SIZE) WITH REDUCING BUSH IF REQUIRED. 9 FINISHED GRADE. SET TOP OF VALVE BOX½" ABOVE FINISHED GRADE IN TURF AREAS, AND 1-112" IN SHRUB I GROUND COVER AREAS. 10. VALVE STATION# 1.0 TAG ATTACHED WITH NYLON TIE. 11. (PURPLE) "RECYCLED WATER" PLASTIC RECTANGULAR VALVE BOX WITH LOCKING COVER, USE STAINLESS BOLT, NUT, AND WASHER. HEAT BRAND "MV" ONTO LID MARKED FOR "RECYCLED WATER". 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 RED.) 14. MASTER CONTROL VALVE. SEE LEGEND FOR TYPE. 15. (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 80 PVC FITTINGS. B. SET TOP OF VALVE BOX½" ABOVE FINISHED GRADE IN TURF AREAS AND 1-112" ABOVE FINISHED GRADE IN GROUNDCOVER AND SHRUB AREAS. C. SET VALVE BOX AND VALVE ASSEMBLY IN GROUNDCOVER I SHRUB AREAS WHERE POSSIBLE. INSTALL IN TURF ONLY IF THERE IS NO ADJACENT GROUNDCOVER D. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. E. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE MAINLINE DEPTH. LEGEND: 15)---~-i-i B ~.-d., t "r .. · I :;~ ' . .,___.__,__---'\,:dtoc1c:::.ot~~ SECTION VIEW NOTES: 1. 2. 3. 4. 5. 6. 3 7. 8. B 9. 10. 11 . 12. 13. 14. 15. R/P DEVICE -SEE LEGEND FOR SIZE AND TYPE. BACKFLOW ENCLOSURE MOUNTED ON CONCRETE PAD, SECURED WITH PADLOCK. BRASS UNION. BRASS ELL (TYP). SCH 80 PVC NIPPLE -6" MINIMUM. PVC MAINLINE TO MASTER VALVE. SCH 80 FEMALE ADAPTER. SCH. "K" HARD COPPER MAINLINE FROM METER. 12"x12"x12" CONCRETE THRUST BLOCKS-TWO REQUIRED. CONCRETE SLAB -SEE NOTE BELOW. ANCHOR ROD (TYPICAL). BRASS FULL-PORT BALL VALVE, LINE SIZE. BRASS RISER -LENGTH AS REQUIRED, (5) REQUIRED. PRESSURE REGULATOR -IF SPECIFIED SEE LEGEND FOR TYPE. BRASS BALL VALVE. 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. D. WRAP SUBSURFACE BRASS PIPING WITH 10 MILL UPC PIPE WRAP E. PROVIDE 6" CLEARANCE ALL AROUND ENCLOSURE. SLOPE TO DRAIN AWAY AND FINISH WITH 114" ROUND OVER. F. INSTALL ACCORDING TO MANUFACTURER'S INSTRUCTIONS. PROVIDE ADEQUATE CLEARANCE FOR MAINTENANCE, @ BACKFLOW DEVICE NOT TO SCALE LEGEND: 1. "PURPLE" BASKET STRAINER, REFER TO LEGEND FOR TYPE. 2. LOCKABLE ENCLOSURE, REFER TO LEGEND FOR TYPE. PROVIDE PADLOCK WITH TWO SETS OF KEYS. 3. FLANGE, (SIZE VARIES) 4. BRASS NIPPLES (LENGTH VARIES, 3 REQUIRED, LINE SIZE) 5 BRASS/ BRONZE BALL VALVE. 6. FINISH GRADE. 7. BRASS I COPPER MAINLINE FROM WATER SOURCE. 8. BRASS ELBOWS (TxT, 2 REQUIRED, LINE SIZE) 9. BRASS/ COPPER MAINLINE TO MASTER VALVE AND FLOW SENSOR. 10. 6" THICK CONCRETE PAD. 11. PLASTIC LABEL ATTACHED WITH NYLON TIE. LABEL TO READ "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH. 12 112" MPT DRAIN VALVE. 13 PURPLE RECYCLED WATER WARNING LABEL, CHRISTY'S RISER MARKER MODEL #1500. SECTION VIEW NOTES: LEGEND: 1. POP-UP SPRAY HEAD WITH (PURPLE) "RECYCLED WATER" CAP -SEE LEGEND FOR TYPE. 2. FINISH GRADE. INSTALL HEAD½" ABOVE GRADE IN TURF AREAS AND 1" ABOVE GRADE IN SHRUB AREAS. 3. APPROVED BACKFILL. 4. MANUFACTURED SWING JOINT - HUNTER MODEL #SJ-512 OR RAIN BIRD MODEL #SA-125050 112" SWING JOINT ASSEMBLY. 5. SCH 80 PVC TEE-SxSxT OR ELL-SxT. 6. (PURPLE) PVC LATERAL LINE PIPE, WITH WORDS "RECYCLED WATER-DO NOT DRINK" -SEE LEGEND FOR TYPE, SEE PLANS FOR SIZE. A. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. B. INSTALL SPRINKLER HEADS 24" FROM ANY NON-PERMEABLE SURFACE. C. INSTALL SPRINKLER HEADS MINIMUM 12" FROM ALL BUILDINGS AND WALLS. D. INSTALL SPRINKLER HEADS PLUMB. E ADJUST SPRAY OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. F. USE TEFLON TAPE ON THREADED FITTINGS, TYPICAL. (NO LIQUID TEFLON) G. DO NOT SCALE DRAWINGS. H. DO NOT USE SIDE INLET. @ POP-UP SPRINKLER NOT TO SCALE LEGEND: 1 . TREE TRUNK. 2. TREE ROOTBALL. 3. IRRIGATION POP-UP HEAD WITH BUBBLER NOZZLE -SEE LEGEND FOR TYPE. SET AT EDGE OF SET AT EDGE OF ROOTBALL ROOTBALL 4. FINISHED GRADE. 5. 2" LAYER OF MULCH, PER PLANTING PLANS. 6. IRRIGATION POP-UP HEAD -SEE LEGEND FOR TYPE. 5 7. SCH 80 PVC THREADED RISER - 6 LENGTH AS REQUIRED. i 11111 8. PVC LATERAL, PER PLAN. 7 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 91-~ NATIVE SOIL. 11. PVC SCH 40 TEE -SST OR ELL -ST SECTION VIEW 12. NOTE: A (2) BUBBLERS REQUIRED FOR 24" BOX TREES AND SMALLER. (3) BUBBLERS REQUIRED FOR 36" BOX TREES. ON PVC LATERAL. TREE PIT, PER PLANTING DETAILS. (4) BUBBLERS REQUIRED FOR PALMS AND 48" BOX AND LARGER TREES. B. PERCOLATION TEST TO BE DONE FOR DEEP WATERING, AND RESULTS RETURNED TO LANDSCAPE ARCHITECT. C. PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE. ADJUST PER ROOTBALL SIZE, TYPICAL. D. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. @ FERTILIZING SYSTEM NOTTO SCALE ® MASTER VALVE NOTTO SCALE @ BASKET STRAINER NOTTO SCALE ® POP-UP TREE BUBBLER NOT TO SCALE Sm ithConsu I ting Architects 8841 RESEARCH DR SUITE 200 IRVINE" CA 92618 949.387.1323 RIDGELHOM "AS-BUILT" L.A. EXP. REVIEWED BY: INSPECTOR DATE DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DIVISION IRRIGATION DETAILS CARLSBAD RACEWAY LOT 16 3248 LIONSHEAD A VENUE CARLSBAD, CALIFORNIA 92010 APPROVED ,~42i q:-E:l~t l,=. -;:.'5-11c PLANNING DATE OWN BY RLA PROJECT NO. DRAWING NO. RLA CHKD BY FIELD BY SOP 16-02 493-4L -----0) 2 7 }---lt-B+Eft-lF~A""":. ........ s "f i ··•·· i' 11 I I i' 11 I 11 1 ···•• i' 111 Ii' I l,::=l'!I I l~-1 3 . . _.·. · .... · .,...· · •.,...·••➔•: •=• 1+2 ="•.•-:-i• R:kl "'fl I fl'l""I I FF!!--{ 4 ... -.......... . ... ........ , .......... . . . . -. . . . . " .............. 11 SECTION VIEW DIMENSION A B LESS THAN 3" IN DIAMETER 12" 18" 3" -5-1/2" IN DIAMETER 12" 24" 6" OR GREATER IN DIAMETER 12" 36" LEGEND: 1. FINISHED GRADE. 2. CLEAN COMPACTED BACKFILL. 3. UNDISTURBED SOIL. 4. LATERAL LINE PVC PIPE -SEE LEGEND FOR TYPE, SEE PLANS FOR SIZE. 5. MAINLINE PVC PIPE -SEE LEGEND FOR TYPE, SEE PLANS FOR SIZE. 6. CONTROL WIRES. TAPE AND BUNDLE TO MAINLINE@ 10' O.C. 7. TWO 3" WIDE, (PURPLE) "RECYCLED WATER", DETECTIBLE METALLIC MARKING TAPES CONTINUOUS ALONG MAINLINE ROUTING. ONE SHALL BE LOCATED IMMEDIATELY ON TOP OF MAINLINE AND ONE 12" ABOVE THE TOP OF MAINLINE. NOTES: A LINES MUST HAVE MINIMUM CLEARANCE OF 4" FROM EACH OTHER AND 24" FROM OTHER TRADES. B. RUN WIRING UNDER MAINLINE. TAPE AND BUNDLE@ 10' O.C. C. TIE A 24" WIRE LOOP IN ALL WIRING AT CHANGES IN DIRECTION. D. CONTRACTOR MUST ADJUST MAINLINE AROUND ALL STREET LIGHT LOCATIONS. E. FOR RECYCLED WATER USE, INSTALL (PURPLE) "RECYCLED WATER" PVC PIPE WITH WORDS "RECYCLED WATER-DO NOT DRINK" 12·1 18" bi:======~: b!~ ' "' -,.,...,_,.--___________ , 8 ~-----------, 9 PLAN VIEW NOTES: LEGEND: 1 IRRIGATION MAINLINE. 2. SCH 80 PVC TEE, SxSxT MAINLINE X MANIFOLD SIZE. 3. SCH 80 PVC UNION . 4. MINIMUM 12" SEPARATION BETWEEN ALL VALVE BOXES. 5. REMOTE CONTROL VALVE PLACED WITHIN PLASTIC RECTANGULAR VALVE BOX, TYPICAL. 6. IRRIGATION SUB-MAINLINE. SIZE PER LARGEST LATERAL LINE IN MANIFOLD. 7. LATERAL LINE TO SPRINKLERS. 8. QUICK COUPLER SWING JOINT. 9. QUICK COUPLER VALVE PLACED WITHIN A PLASTIC 10" ROUND VALVE BOX. 10. HARDSCAPE EDGE. INSTALL MAINLINE 18" OFF OF HARDSCAPE EDGE. A CENTER VALVE BOX OVER VALVE TO FACILITATE SERVICING OF VALVE. B. SET VALVE BOX AND VALVE ASSEMBLY IN GROUNDCOVER I SHRUB AREAS WHERE POSSIBLE. INSTALL IN TURF AREAS ONLY WHEN THERE IS NO ADJACENT GROUNDCOVER C. SET VALVE BOXES 1-1/2" MAXIMUM ABOVE GRADE IN MULCH OR GROUNDCOVER I SHRUB AREAS, SET½" ABOVE FINISH GRADE IN TURF AREAS. D. SET VALVE BOXES PARALLEL TO ONE ANOTHER AND PERPENDICULAR TO EDGE. E. AVOID HEAVY COMPACTION OF SOIL AROUND VALVE BOXES TO PREVENT THEIR DEFORMATION I COLLAPSE. F. HEAT-BRAND APPROPRIATE CONTROLLER LETTER AND STATION NUMBER ONTO VALVE BOX LID. • ~ V . . . ' lli;y~!lo---+-+----j----j-L------' " ,,,.,' 5 ,,,--, (,,,.-.; SECTION VIEW INSTALL XCZ-PRB-100-COM, 1" VALVE ASSEMBLY FOR DEMANDS (1 -14) GPM. INSTALL XCZ-PRB-150-COM, 1-1/2" VALVE ASSEMBLY FOR DEMANDS (15 -35) GPM. LEGEND: 1. CONTROL WIRE CONNECTIONS, PRE-FILLED WITH WATER PROOF INSULATING GEL SEALANT- PROVIDE 24" COIL OF WIRE AT VALVE. 2. REMOTE CONTROL VALVE WITH (PURPLE) HANDLE -SEE LEGEND FOR TYPE. 3. BASKET FILTER 4. PVC SCH 40 MALE ADAPTER (2 RED. FOR 1" VALVE) (4 REQ. FOR 1-112" VALVE) 5. PVC SCH 80 UNION.(1 REQ. FOR 1" VALVE) (2 RED. FOR 1-112" VALVE) 6. PVC SCH 80 NIPPLE -LENGTH AS REQUIRED, TYPICAL. 7. (PURPLE) "RECYCLED WATER" PLASTIC RECTANGULAR VALVE BOX WITH LOCKING COVER, USE STAINLESS BOLT, NUT, AND WASHER HEAT BRAND "RCV" & CONTROLLER STATION NUMBER ONTO LID. 8. FINISHED GRADE -SET TOP OF VALVE BOX½" ABOVE GRADE IN TURF AREAS AND 2" ABOVE GRADE IN SHRUB I GROUND COVER AREAS. 9. (PURPLE) "RECYCLED WATER" PVC LATERAL LINE TO DRIP SYSTEM 10. NOMINAL SIZE SOLID BRICK-4 REQUIRED, ONE AT EACH CORNER OF VALVE BOX. 11. 112" ROUND WASHED PEA GRAVEL -MINIMUM 4" DEPTH. 12. LANDSCAPE FABRIC. 13. PVC SCH 80 NIPPLE (2" LENGTH, HIDDEN) AND PVC SCH 40 ELL. 14. (PURPLE) "RECYCLED WATER" PVC MAINLINE -DEPTH PER SPECIFICATIONS. 15. PVC SCH 80 NIPPLE. (LENGTH S REQUIRED) 16. PVC SCH 80 ELL. 17. CHRISTY'S RECYCLED WATER WARNING TAG AND VALVE STATION# 1.D. TAG ATTACHED TO NOY~sVE BONNET BOLT. A. USE SCH 80 PVC FITTINGS ON UPSTREAM PRESSURE SIDE OF VALVE. B. USE SCH 40 PVC FITTINGS ON NON-PRESSURE SIDE OF VALVE. C. SET TOP OF VALVE BOX½" ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2" ABOVE FINISHED GRADE IN GROUNDCOVER AND SHRUB AREAS. D. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. E. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE LATERAL LINE DEPTH. 11 4"MIN 4" MIN. 10" MAX ~tj02,1--->b. . ~--12 SECTION VIEW LEGEND: 1. (PURPLE) "RECYCLED WATER" PLASTIC RECTANGULAR VALVE BOX WITH LOCKING COVER, USE STAINLESS BOLT, NUT, AND WASHER HEAT BRAND "BV" ONTO LID MARKED FOR "RECYCLED WATER". 2. FINISHED GRADE. 3. SCH 80 PVC NIPPLE -LENGTH AS REQUIRED. 4. SCH 80 PVC UNION. 5. SCH 80 PVC FEMALE ADAPTER (2 REQUIRED). 6. PVC MAINLINE (PURPLE) WITH WORDS "RECYCLED WATER-DO NOT DRINK" -DEPTH PER SPECS. NOTES 7. 1/2" ROUND WASHED PEA GRAVEL - MINIMUM 4" DEPTH. 8. NOMINAL SIZE SOLID BRICK (4 REQUIRED - ONE AT EACH CORNER OF VALVE BOX). 9. LANDSCAPE FABRIC. 10. PVC BALL VALVE -SEE LEGEND FOR SPECIFICATION. 11. PLASTIC LABEL ATTACHED WITH NYLON TIE. LABEL TO READ "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH. A. SCH 80, 45 DEGREE ELBOW FITTINGS, SHALL BE USED TO RAISE MAINLINE WITHIN 12" OF FINISHED GRADE. (FOUR REQUIRED) B. SET TOP OF VALVE BOX½" ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2" ABOVE FINISHED GRADE IN GROUNDCOVER AND SHRUB AREAS. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. D. VALVE BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE E. INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE -INSTALL VALVE CENTERED IN BOX. F. BOLTDOWN VALVE BOX COVER WITH STAINLESS STEEL BOLT AND WASHER G. ALL MAINLINE AND VALVE FITTINGS SHALL BE SCHEDULE 80 FITTINGS. PIPE INSTALLATION NOTTO SCALE @ MANIFOLD ASSEMBLIES NOTTOSCALE ® DRIP REMOTE CONTROL VALVE NOTTOSCALE BALLVALVE NOTTO SCALE SECTION VIEW LEGEND: 1. ROAD PAVING. 2. UNDISTURBED SOIL. 3. SAND BACKFILL. 4. SLEEVES UNDER ROADS: 6" OR LESS IN DIAMETER -36" COVER SCHEDULE 80 PVC. 5. SLEEVES UNDER ROADS: GREATER THAN 6" IN DIAMETER -48" COVER SCHEDULE 80 PVC. 6. PVC SCH. 40 WIRE SLEEVE. 7. SLEEVES UNDER PAVING (NON-ROADS): 6" OR GREATER IN DIAMETER -36" COVER SCHEDULE 40 PVC NOTES: 8. SLEEVES UNDER PAVING (NON-ROADS): 3" -5-112" IN DIAMETER -24" COVER SCHEDULE 40 PVC 9. SLEEVES UNDER PAVING (NON-ROADS): LESS THAN 3" IN DIAMETER -18" COVER SCHEDULE 40 PVC 10. 12" CLEAN COMPACTED BACKFILL. 11. HARDSCAPE / PAVING (NON-ROAD). 12. (2) TWO 3" MINIMUM WIDTH, "PURPLE" RECYCLED WATER, DETECTIBLE METALLIC MARKING TAPES CONTINUOUS ALONG MAINLINE ROUTING. ONE SHALL BE LOCATED IMMEDIATELY ON TOP OF MAINLINE ATTACHED EVERY 5' AND ONE TAPE LOCATED 12" ABOVE MAINLINE. A. SLEEVES SHALL BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. C. SLEEVE LOCATIONS SHALL BE MARKED AT EACH END AT THE TIME OF INSTALLATION WITH A PAINTED SPOT ON THE BACK FACE OF THE CURB OR OTHER SIMILAR MARKING. D. EXACT SLEEVE LOCATIONS SHALL BE MARKED ON RECORD DRAWINGS WITH DIMENSIONING FOR IRRIGATION AS-BUILT PLANS PRIOR TO BACKFILL. E. FOR RECYCLED WATER USE, INSTALL (PURPLE) "RECYCLED WATER" PVC PIPE WITH WORDS "RECYCLED WATER-DO NOT DRINK" SLEEVE INSTALLATION NOT TO SCALE II ~ ~ ·1~ ~ill -'l<-7"±!:!mi:l~'icc 11 i' I lr- 11 1-I' 18" LEGEND: SECTION VIEW 1. STAINLESS STEEL, TOP-ENTRY CONTROLLER ENCLOSURE -NEMA 3R RAINPROOF RATED -WITH LOCKING LID, SHOWN OPEN. 2 TERMINAL STRIP FOR REMOTE CONTROL VALVE WIRE CONNECTION. 3. STAINLESS STEEL, U.L. LISTED, PRE-DRILLED, REMOVABLE BACKBOARD. REMOVABLE FRONT PANEL, NOT SHOWN. 4. FINISHED GRADE. 5. 3" PVC CONDUIT WITH SWEEP ELL FOR DIRECT BURIAL CONTROL WIRES TO CONTROL VALVES. 6. 1" PVC CONDUIT WITH SWEEP ELL FOR MASTER VALVE. 7. 1" PVC CONDUIT WITH SWEEP ELL FOR FLOW METER 8. 1" PVC CONDUIT SWEEP FOR 120 VAC POWER FROM METERED SOURCE. 9. 1" PVC CONDUIT WITH SWEEP ELL FOR GROUND ROD CABLE 10. (1) %" X 8' COPPER GROUND ROD MINIMUM W/ #10 GROUND WIRE AND CLAMP. INSTALL INSIDE A 10" ROUND VALVE BOX -GROUND ROD TO BE LOCATED WITHIN 15' OF CONTROLLER CONTRACTOR SHALL INSTALL ACTUAL GROUNDING EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. 11. POURED CONCRETE BASE -6" MINIMUM THICKNESS -EXTEND 6" BEYOND OUTSIDE DIMENSIONS OF ENCLOSURE WITH½% SLOPE FOR DRAINAGE -SLOPE EDGES TO DRAIN AWAY FROM CONTROLLER. 12. WATER PROOF EPOXY SEALANT AT CONTROLLER BASE. 13. POWER SWITCH AND RECEPTACLE. 14. "ET" SYSTEM MODULE. 15. CONTROLLER -SEE LEGEND FOR TYPE. 16. "ET"/ RAIN SENSOR SYSTEM WITHIN STAINLESS STEEL ENCLOSURE. LOCATE IN AREA WITH FULL SUN AND NO OVERHEAD OBSTRUCTIONS. VERIFY EXACT LOCATION IN FIELD FOR APPROVAL BY OWNER 17. 2" GALVANIZED MOUNTING PIPE. 18. COMMUNICATION WIRE FROM SENSOR TO MODULE WITHIN 2" GALVANIZED PIPE. 19. ELECTRICAL CONDUIT FROM ET SYSTEM SENSOR TO "ET" SYSTEM MODULE. 20. WARNING SIGN: "RECYCLED WATER DO NOT DRINK" IN ENGLISH AND SPANISH, LOCATED ON OUTSIDE OF ENCLOSURE. @ CONTROLLER ASSEMBLY NOTTO SCALE LEGEND: 2" Ml//1. ii 4" MAX.I: ' 15}-------+i'--~""l!!t= • 'O - ~--1L--JBr-~,:-~_:::j-1! 4"MIN. -------17 13}--,,q=~ SECTION VIEW 1. REMOVABLE QUICK COUPLER KEY ASSEMBLY 7. LANDSCAPE FABRIC. CONNECTION. KEY MUST CLEAR VALVE BOX, AS 8. #4 REBAR -36" MINIMUM LENGTH. SHOWN. 9. PVC MAINLINE -SEE LEGEND FOR 2. (PURPLE) "RECYCLED WATER" PLASTIC 10" ROUND TYPE. VALVE BOX WITH LOCKING COVER, USE STAINLESS 10. PVC SCH 80 TEE OR ELL. BOLT, NUT, AND WASHER HEAT BRAND "QCV" ONTO LID 11. PVC NIPPLE, 6" MINIMUM LENGTH MARKED FOR "RECYCLED WATER". 12. NOMINAL SIZE SOLID BRICK SUPPORTS 3. FINISHED GRADE. (3 MINIMUM REQUIRED -SPACED 4. PLASTIC LABEL ATTACHED WITH NYLON TIE. LABEL TO EQUALLY). READ "RECYCLED WATER-DO NOT DRINK" IN ENGLISH 13. PVC ELL-2 REQUIRED. AND SPANISH. 14 PVC NIPPLE, LENGTH AS REQUIRED. 5 STAINLESS STEEL CLAMP -2 REQUIRED. 15 QUICK COUPLING VALVE WITH 6. 1/2" ROUND WASHED PEA GRAVEL -MINIMUM 4" DEPTH. (PURPLE) RECYCLED WATER LOCKING CAP -SEE LEGEND FOR TYPE. NOTES: A USE SCH. 80 PVC 45 DEGREE ELLS TO TRANSITION TO MAINLINE DEPTH. B. SET TOP OF VALVE BOX 1-112" ABOVE FINISHED GRADE IN MULCH OR GROUNDCOVER I SHRUB AREAS, SET½" ABOVE FINISHED GRADE IN TURF AREAS. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. D. QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. (0 QUICK COUPLER VALVE NOTTO SCALE 8 SECTION VIEW LEGEND: 1. PVC LATERAL LINE PIPE (PURPLE) "RECYCLED WATER" WITH WORDS "RECYCLED WATER-DO NOT DRINK". SEE LEGEND FOR TYPE -DEPTH PER SPECIFICATIONS. 2. PVC SCH 40, 45 DEGREE ELL -TYP. (2X). 3. 112" ROUND WASHED PEA GRAVEL -MINIMUM 4" DEPTH. 4. NOMINAL SIZE SOLID BRICK (4 REQUIRED -ONE AT EACH CORNER OF VALVE BOX). 5. LANDSCAPE FABRIC. 6. PVC MAINLINE (PURPLE) "RECYCLED WATER" WITH WORDS "RECYCLED WATER-DO NOT DRINK" SEE LEGEND FOR TYPE, DEPTH PER SPECIFICATIONS. 7. PVC SCH 80 TEE OR ELL ON MAINLINE OR MANIFOLD. 8. SEE SPECIFICATIONS AND TRENCHING DETAIL FOR MAINLINE DEPTH. 9. SCH 80 PVC NIPPLE -LENGTH AS REQUIRED (3 REQUIRED) 10. SCH 80 PVC THREADED ELL. 11. FINISHED GRADE. SET TOP OF VALVE BOX½" ABOVE FINISHED GRADE IN TURF AREAS, AND 1-1/2" IN SHRUB I GROUND COVER AREAS. 12. (PURPLE) "RECYCLED WATER" PLASTIC LABEL TO READ "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH AND VALVE# LO. TAG ATTACHED WITH NYLON TIES. 13. PLASTIC RECTANGULAR VALVE BOX WITH LOCKING (PURPLE) "RECYCLED WATER" COVER, USE STAINLESS BOLT, NUT, & WASHER. HEAT BRAND ''RCV" & CONTROLLER STATION NUMBER ONTO LID. 14. CONTROL WIRE CONNECTIONS, PRE-FILLED WITH WATER PROOF INSULATING GEL SEALANT. SEE LEGEND FOR TYPE. PROVIDE MINIMUM 24" WIRE EXPANSION COILS AT VALVE. 15. SCH 80 PVC FEMALE ADAPTER 16. PVC SCH 80 UNION (VALVE SIZE) WITH REDUCING BUSH IF REQUIRED. 17. REMOTE CONTROL VALVE. SEE LEGEND FOR TYPE. 18. SCH 80 PVC RISER -LENGTH AS REQUIRED. 19. PRESSURE REGULATOR, IF SPECIFIED. NOTES: A. USE SCH 80 PVC FITTINGS ON UPSTREAM PRESSURE SIDE OF VALVE. B. USE SCH 40 PVC FITTINGS ON NON-PRESSURE SIDE OF VALVE. C. SET TOP OF VALVE BOX½" ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2" ABOVE FINISHED GRADE IN GROUNDCOVER AND SHRUB AREAS. D. SET VALVE BOX AND VALVE ASSEMBLY IN GROUNDCOVER I SHRUB AREAS WHERE POSSIBLE. INSTALL IN TURF ONLY IF THERE IS NO ADJACENT GROUNDCOVER E. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. F. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE LATERAL LINE DEPTH. Q) REMOTE CONTROL VALVE NOT TO SCALE 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 DATE L.A. EXP. REVIEWED BY: IRRIGATION DETAILS CARLSBAD RACEWAY LOT 16 3248 LIONSHEAD A VENUE CARLSBAD, CALIFORNIA 92010 APPROVED 8841 RElfARCH DR I~~) er-'E::\~-£)* (G .z_,;:;. (<.a PLANNING DATE sum 200 SmithConsultingArchitects IRVINE' CA 92118 DATE BY DESCRIPTION 949,387.1323 INSPECTOR DATE RIDGHHOM REVISIONS DWN BY RLA PROJECT NO. DRAWING NO. APP'D RLA CHKD BY SOP 16-02 493-4L FIELD BY 17~::iri~Qi 4 F~~ 9 ~==i=o'i===G~;i:Ec;l@l:;"'ill I I I I I I I I 4" -s"~tt---I INSET Al I I SPACIN'C INSET A I I I I I LEGEND: 1. PVC PIPE LATERAL LINE FROM DRIP ZONE VALVE KIT. 2. PVC PIPE SUPPLY MANIFOLD -SEE PLAN FOR SIZE. 3. SCH 40 PVC TEE SxSxT OR ELL, LINE SIZE BY½" 4. DRIPLINE FITTING MALE ADAPTER TRANSITION TO DRIP TUBING. 5. IN-LINE DRIP TUBING WITH EMITTERS 12 INCH ON CENTER, MAXIMUM ROW SPACING 14"-16" ON CENTER FOR SHRUB AREAS AND 10"-12" FOR TURF -SEE LEGEND FOR TYPE. EMITTERS TO BE TRIANGULAR SPACING. INSTALL WITH 9" GALVANIZED STEEL WIRE STAKES FIVE (5) FEET ON CENTER. 6. PVC PIPE FLUSH EXHAUST MANIFOLD. 7. COMBINATION FLUSH VALVE I DRIP INDICATOR POP-UP HEAD, PLUMBED TO EXHAUST HEADER PVC PIPE AT LOW I END OF DRIP ZONE, TYP. INSTALL "ORANGE" COLOR FOR DOMESTIC WATER AND "PURPLE" FOR RECYCLED WATER -SEE LEGEND FOR TYPE. 8. CONNECTION FROM SUPPLY MANIFOLD TO DRIPLINE (TYPICAL)- SEE INSET "A" 9. PLANTER AREA PERIMETER. 10. PERIMETER DRIPLINE PIPE TO BE INSTALLED 4"-6" FROM PERIMETER OF PLANTER AREA, AND MINIMUM 12" CLEARANCE FROM BUILDING. 11. BARB X FEMALE FITTING (TYPICAL) , SEE LEGEND FOR TYPE. INSTALL STAINLESS STEEL CLAMPS ON FITTINGS FOR ANY SYSTEM THAT EXCEEDS 50 PSI. 12. ¾" PVC THREADED NIPPLE, LENGTH AS REQUIRED. 13. AIR/VACUUM RELIEF VALVE (PLUMBED AT EACH HIGH POINT OF EACH LATERAL LEG CENTERED ON MOUND OR BERM) (TYP) 6" 16" 16" 16" t-1-MAXIMUM -t-MAXIMUM 1 MAXIMUM{ I I I I LEGEND: SECTION VIEW 1. BARK MULCH FOR SHRUB AREA PLANTING, SEE PLANTING PLAN FOR DEPTH AND TYPE. 2. FINISHED GRADE. 3. AMENDED SOIL. BRING SOIL LEVEL MINIMUM 3" BELOW FINISHED GRADE PRIOR TO DRIP TUBING INSTALLATION. 4. IN-LINE DRIP TUBING -SEE LEGEND FOR TYPE, EMITTER AND ROW SPACING. 5. AMENDED SOIL AS PER LANDSCAPE DRAWINGS. 6. 9" WIRE STAKES FIVE (5) FEET ON CENTER. 7. HARDSCAPE / CURB I PAVING. NOTES ATQ INSURE EVEN PARALLEL AND LEVEL TUBING ROWS IT IS RECOMMENDED THAT THE SOIL LEVEL IN THE PLANTER AREAS BE BROUGHT TO MINIMUM 3"-4" BELOW FINISHED GRADE AND PROPERLY COMPACTED AS PER THE LANDSCAPED DRAWINGS PRIOR TO THE INSTALLATION OF THE TUBING. B. INSTALL TUBING ROWS A MAXIMUM 16" ROW SPACING. SECURE TO GRADE USING 9" GALVANIZED WIRE HOOP STAKES AT MAXIMUM 4 FEET ON CENTER SPACING C. BACKFILL FINAL 2" -3" OF SOIL AFTER INSTALLATION OF TUBING. D. DRIP TUBING SHALL BE INSTALLED WITH EMITTERS TRIANGULAR SPACED. E INSTALL PERIMETER TUBING MAXIMUM 6" FROM PERIMETER EDGE FOR GROUNDCOVER AREAS OR AT FIRST LINE OF SHRUBS. F. INST ALL PARALLEL TO SLOPE AT ALL TIMES G. CONTRACTOR SHALL DETERMINE MINIMUM ROW SPACING IN THE FIELD AFTER REVIEW OF PLANT SPACING FOR EACH PLANTER H. EACH AND EVERY SHRUB SHALL RECEIVE WATER FROM A MINIMUM OF TWO INLINE EMITTERS I. AREAS OF TIGHTLY SPACED GROUNDCOVER WILL REQUIRE 12" OR CLOSER ROW SPACING J, FOR ANY 'SINGLE' OR' DOUBLE' ROW TYPE PLANTINGS, INSTALL DRIP TUBING ON BOTH SIDES OF THE SHRUB ROW TO IRRIGATE SHRUBS ON EITHER SIDE K. DUE TO SOIL STRATA DIFFERENCES AND POSSIBLE COMPACTION CONTRACTOR SHALL FIELD VERIFY PRIOR TO STARTING WORK AND BEFORE BACKFILLING THAT THE FINAL LAYOUT AND ROW SPACING WILL PROVIDE ADEQUATE WATER TO ALL PLANTS, 4 (USE APPROVED WIRE CONNECTOR-THIS STYLE) LEGEND: 1. PLUG. 2. CRIMP SLEEVE. 3. BODY. 4. WIRES. ASSEMBLY INSTRUCTIONS 1. INSERT WIRES THROUGH HOLES IN BASE OF BODY. 2. JOIN WIRES TOGETHER AND APPLY CRIMP SLEEVE. 3. DRAW WIRES BACK INTO BODY. 4. FILL CAP TO BRIM WITH SEALANT AND ALSO APPLY SEALER TO OUTSIDE OF PLUG. 5. INVERT BODY AND INSERT PLUG INTO BODY UNTIL IT SNAPS TIGHT. 6. BE CERTAIN SEALANT HAS FORMED INTO ALL HOLES IN BODY. 7. SEALANT MUST BE VISIBLE OUTSIDE OF PLUG TO PASS INSPECTION. -'kl __J~""'111'1'!'!""'11111'11'1""1'11 l"l"'I 1"'1"11 ""11 !!f'/'11 ""'111"4"1'1~11,___...jG) MINIMUM COVER OVERI I I-I I lill-l I lill-l I lill-l I lill-1.11ill-l I Ill LEGEND: RECYCLED WATER LINE = = = = = = (MUSTMEETCITYAND 1=111 ill Ill .I=. 1~=11 r.;,_ 1. FINISHGRADE. COUNTY REQUIREMENTS 111 111 111 111 .• ' 111 0 2. 3" WIDE, PURPLE RECYCLED I ill ill ill L-_II WATER, DETECTIBLE METALLIC ~------b~~~~~I I ~2 _Ill I= l=I - 12" MINIMUM REQUIRED ill ill . -----------{ S VERTICAL SEPARATION 11 i' 111 Ii' 11 ~ =111=111 j : POTABLE WATER LINE ;, .. r-~---,@ f-1--->J.:-r---~1~11~1~11----- 12" MINIMUM REQUIRED 111 111 VERTICAL SEPARATION 111 111 111 . . . 111 111 11 ~---illmJ~~~~-I~I !:'1 ;';-~11=1 ___ __,0 I I -7 II IITTI I = 11="""1 ! lli,,.,-1 I--~@ SECTION VIEW -NOT TO SCALE NOTES: MARKING TAPES. 3. "PURPLE" RECYCLED WATER PVC PIPE NON-PRESSURE LATERAL LINE PIPE FROM IRRIGATION HEAD TO IRRIGATION HEAD. WHENEVER THE LINES CROSS THE POTABLE PIPE, NO SLEEVE IS REQUIRED. 4. "PURPLE" RECYCLED WATER PVC PIPE PRESSURE MAINLINE. 5. CONTROL WIRES. TAPE AND BUNDLE TO MAINLINE @ 10' O.C. 6. POTABLE WATER LINE. 7. "PURPLE" RECYCLED WATER PVC PIPE PRESSURE MAINLINE PLACED WITHIN SLEEVE. 8. CONTROL WIRES PLACED WITHIN SLEEVE FOR PAVING AND HARDSCAPE CROSSINGS. A. WHERE POTABLE LINES AND CONSTANT PRESSURE RECYCLED WATER LINES CROSS, THE RECYCLED LINES SHALL BE INSTALLED IN A CLASS 200 PURPLE COLORED PVC SLEEVE. PVC SLEEVE SHALL EXTEND 10 FEET ON EITHER SIDE OF THE POTABLE LINE FOR A TOTAL OF 20 FEET. B. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. C. VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF POTABLE WATER LINE. D. ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED. E. IF POTABLE WATER LINE HAS LESS THAN (36") COVER, RECYCLED WATER LINE MUST CROSS BELOW POTABLE WATER LINE REFER TO THE WATER AGENCIES' STANDARDS DESIGN GUIDE FOR PIPE SEPARATION REQUIREMENTS. NOT TO SCALE @ DRIPLINE LAYOUT (TYP) NOTTO SCALE @ DRIPLINE LAYOUT (TYP) NOTTO SCALE ® WIRE CONNECTION NOTTO SCALE @ RECYCLED/ POTABLE PIPE CROSSING fMITTER HIAfJGClAN sr•GING \ \ \ \ \ \ \ \ \ \ ..---__,,._, \ \ \ \ <- I LEGEND: 1. PVC PIPE LATERAL LINE FROM DRIP ZONE VALVE KIT. 2. PVC PIPE SUPPLY HEADER -SEE PLAN FOR SIZE. 3. SCH 40 PVC TEE SxSxT OR ELL, LINE SIZE. 4. DRIPLINE FITTING MALE ADAPTER TRANSITION TO DRIP TUBING. ~Y::::~=l:F:q]:tj~1=:::rf\:t:=f1==:rf I 5. IN-LINE DRIP TUBING WITH TRIANGULAR SPACING EMITTERS 12 INCH ON CENTER, ROW SPACING 14-16 INCHES ON CENTER FOR SHRUB AREAS AND 12 INCHES MAXIMUM FOR TURF AREAS. -SEE LEGEND FOR TYPE. INSTALL WITH 9" GALVANIZED STEEL WIRE STAKES FIVE (5) FEET ON CENTER. I I 6 I I 7. I I I I I PVC PIPE FLUSH EXHAUST MANIFOLD. COMBINATION FLUSH VALVE I DRIP INDICATOR POP-UP HEAD, PLUMBED TO EXHAUST HEADER PVC PIPE AT LOW/ END OF DRIP ZONE, TYP. INSTALL "ORANGE" COLOR FOR DOMESTIC WATER AND "PURPLE" FOR RECYCLED ~J=:c=~J::::::=~b=E~~gg:~;;Q:==t;~~I 8. WATER -SEE LEGEND FOR TYPE. BARB X BARB INSERT TEE OR CROSS. TYP INSET A 9. PLANTER AREA PERIMETER. 10. PERIMETER DRIP LINE PIPE TO BE INSTALLED 4"-6" FROM PERIMETER OF PLANTER AREA, MINIMUM 12" DISTANCE FROM BUILDING. 11. PVC PIPE SCH 40 RISER, LENGTH AS REQUIRED. 12. AIR/VACUUM RELIEF VALVE (PLUMBED AT EACH HIGH POINT OF EACH LATERAL LEG CENTERED ON MOUND OR BERM) (TYP) rr V 1 ~~~~J if I.M '"·" "''""'"~ """"''' w, ]-----tjAVft----J-+---J NOTES: 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 BY½". 5. DRIPLINE FITTING MALE ADAPTER TRANSITION TO DRIP TUBING. 6. 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. 7. TEE MALE ADAPTER. 8. PVC PIPE FLUSH EXHAUST MANIFOLD. 9. COMBINATION FLUSH VALVE/ DRIP INDICATOR POP-UP HEAD, PLUMBED TO EXHAUST HEADER PVC PIPE AT LOW/ END OF DRIP ZONE, TYP. INSTALL "ORANGE" COLOR FOR DOMESTIC WATER AND "PURPLE" FOR RECYCLED WATER -SEE LEGEND FOR TYPE. 10. PLANTER AREA PERIMETER. 11. PERIMETER DRIPLINE LATERALS 18" FROM EDGE. REFER TO PIPE INSTALLATION DETAIL FOR DEPTH, SEE PLAN FOR SIZE. 12. PERIMETER DRIPLINE PIPE TO BE INSTALLED 4"-6" FROM PERIMETER OF PLANTER AREA, MINIMUM 12" DISTANCE FROM BUILDING. 13. INSTALL PVC LATERAL LINE WITHIN SLEEVES BETWEEN ALL PLANTERS -SEE LEGEND FOR TYPE. 14. AIR/VACUUM RELIEF VALVE (PLUMBED AT EACH HIGH POINT OF EACH LATERAL LEG CENTERED ON MOUND OR BERM) (TYP) A. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. B. DRIP EMITTER LAYOUT SHALL BE TRIANGULAR SPACED INSTALLED WITH 9" WIRE STAKES FIVE (5) FEET ON CENTER. ,,..., ( r1 LEGEND: 1. 1/2" ROUND WASHED PEA GRAVEL -MINIMUM 4 INCH DEPTH. 2. SOIL SEPARATOR FABRIC. 3. NOMINAL SIZE SOLID BRICK SUPPORTS (3 MINIMUM REQUIRED -SPACED EQUALLY). 4. FINISHED GRADE -SET TOP OF VALVE BOX 1/2" ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2" IN SHRUB/ GROUND COVER AREAS. 5. 10" ROUND PLASTIC VALVE BOX. HEAT BRAND "PB" ONTO LID. 6. EXPANSION LOOP, 36" MINIMUM LENGTH -SEE SHEET FOR QUANTITY OF WIRES. 7. CONTROL WIRES. SPARE WIRES SHALL BE A DIFFERENT COLOR THAN REMOTE CONTROL VALVE WIRES. LABEL WIRES "SPARE" AT BOTH ENDS. 8. WATERPROOF WIRE CONNECTOR TO PROTECT CONDUCTOR ENDS. NOTES: A. SET VALVE BOX AND VALVE ASSEMBLY IN GROUNDCOVER I SHRUB AREAS WHERE POSSIBLE. INSTALL IN TURF ONLY IF THERE IS NO ADJACENT GROUNDCOVER. B. SET VALVE BOXES 1-1/2" MAXIMUM ABOVE GRADE IN MULCH OR GROUNDCOVER / SHRUB AREAS, SET½" ABOVE FINISH GRADE IN TURF AREAS. C. AVOID HEAVY COMPACTION OF SOIL AROUND VALVE BOXES TO PREVENT THEIR DEFORMATION I COLLAPSE. G)>-----------~ 2t-------24" 4 )-------~-41 10' MINIMUM TO POTABLE MAINLINE IN STREET 1-~----{5 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. NOT TO SCALE @ DRIPLINE LAYOUT (TYP) NOTTOSCALE @ DRIPLINE LAYOUT (TYP) NOTTO SCALE Ci) SPARE WIRE STUB-OUT NOTTO SCALE POTABLE SERVICE LINE CROSSING SmithConsultingArchitects 8841 RESEARCH DR sum 200 IRVINE' (A 92618 949,3$7,1323 RID6ElU0M "AS-BUILr L,A, EXP, REVIEWED BY: INSPECTOR DATE DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DIVISION IRRIGATION DETAILS CARLSBAD RACEWAY LOT 16 3248 LIONSHEAD A VENUE CARLSBAD, CALIFORNIA 92010 I APPROVED /uQ\ lt:~'1~% f..o-"2>::> -~'--" PLANNING DATE DWN BY RLA PROJECT NO. DRAWING NO. RLA CHKD BY SOP 16-02 493-4L FIELD BY ,,---FIRE HYDRANT ~-WATER METER WATER METER LOCATION -~- TEMPORARY POTABLE WATER HIGH LINE CONNECTION _:::::::·::·::::::-:::::::-·-'::.:':'·:··•:, .. ::::::-··· ~9'1!\~t--- ,,---APPROVED REDUCED PRESSURE BACKFLOW PREVENTION ASS EMBLY (SUPPLIED BY CONTRACTOR) PURPLE PVC PIPE ~__, STRAINER CHECK VALVf_ PRESSURE REGULATOR TEST STATION MASTER VALVf_ NOTES: CONCRETE VALVE BOX ~-FINISH GRADE OF PLANTER AREA FLOW SENSOR 1. USER MUST SUPPLY ALL FITTINGS, NIPPLES, VALVES AND APPROVED REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY. ALL FITTINGS AND NIPPLES MUST BE BRASS. 2. BACKFLOW ASSEMBLY MUST BE TESTED BEFORE USE BY A CERTIFIED BACKFLOW ASSEMBLY TESTER AND APPROVED. 3. HYDRANT MUST BE FULLY OPENED DURING USE. 4. PROVIDE ADJUSTABLE PIPE SUPPORT AS REQUIRED BY DISTRICT'S REPRESENTATIVE. NOTTO SCALE 10" 5" 3f8" DIA 1/2' •Q 1" REQUIRED SIGNAGE FOR (2 PLCS.) ~~ RECYCLED WATER USE AREAS: IRRIGATED WITH RECYCLED WATER ALL USE AREAS ACCESSIBLE TD DONOTDR/N /8" THE PUBLIC SHALL BE POSTED WITH TYP SIGNS (MINIMUM 2 PER METER) THAT ARE VISIBLE TO THE PUBLIC. in " INSTALL WITH VANDAL PROOF 2 112" 5" 3/8" STAINLESS STEEL BOLTS IRRIGACION CON " AT A MINIMUM OF TWO 9 "' AGUA RECICLADA ~ LOCATIONS -LENGTH AS ~ ~ NOLA TOM REQUIRED. USE 1" DIAMETER =e/2" • WASHER TD PROTECT SIGN 518" R. 1" (4 PLCS) >--~-~----1-1/4" GALVANIZED STEEL U -CHANNEL, OR BOX POST PAINTED WHITE SECTION VIEW -N.T.S. A SIGN MAT'L: .063 THK ALUM (6063T-4) B. SIGN FACE: WHITE REFLECTIVE SHEETING 3M DIAMOND GRADE OR APPROVED EQUAL (PER CALIF. D.0.T. MAT'LS SPECIFICATIONS) COLORS: -WHITE WILL BE USED FOR LETTERING AND THE PICTOGRAM BACKGROUND. -PURPLE (EQUAL TO SPL 71 PERMANENT VIOLET 498) WILL BE USED FOR THE GENERAL BACKGROUND. -BLACK WILL BE USED FOR THE PICTOGRAM OUTLINE -RED WILL BE USED FOR THE "PROHIBIT" SYMBOL C. SIGN POST INSTALLATION SHALL BE APPROVED BYTHE WATER QUALITY TECHNICIAN. D. LOCATION OF SIGNS SHALL BE APPROVED BY THE CITY ENGINEER. E. VANDAL PROOF HARDWARE SHALL BE USED ON ALL CONNECTIONS FOR THE 0 SECTION VIEW NOTES: LEGEND: 1. POP-UP DRIP INDICATOR HEAD, WITH DRIP FLUSH NOZZLE, - SEE LEGEND FOR TYPE. 2. FINISH GRADE. INSTALL POP-UP DRIP INDICATOR½" ABOVE GRADE IN TURF DRIP AREAS AND 1" ABOVE GRADE IN SHRUB DRIP AREAS. 3. APPROVED AMENDED BACKFILL. 4. 12" POP-UP SPRAY HEAD -SEE LEGEND FOR TYPE. 5. MANUFACTURED SWING JOINT- HUNTER MODEL #SJ-512 OR RAIN BIRD MODEL #SA-125050 1/2" SWING JOINT ASS EMBLY. 6. SCH 40 PVC PIPE END FLUSH EXHAUST HEADER FROM DRIP SYSTEM, MINIMUM SIZE 1-114". 7. DRIP ASSEMBLY CONNECTION. 8. SUB-SURFACE IN-LINE DRIP TUBING -SEE LEGEND FOR TYPE. 9. HARDSCAPE /CURB/ PAVING A. AFTER COMPLETE SYSTEM FLUSH, INSTALL DRIP INDICATOR NOZZLE AND ADJUST TO FULLY CLOSED POSITION. B. FOR POTABLE WATER INSTALL "ORANGE" COLORED FLUSH NOZZLE. FOR RECYCLED WATER INSTALL "PURPLE" COLORED FLUSH NOZZLE. C. INSTALL POP-UP INDICATOR HEAD 10" FROM PERIMETER OF PLANTER/ HARDSCAPE. D. DISCHARGE EXHAUST HEADER SHALL BE INSTALLED 12" BELOW FINISHED SOIL GRADE, TYPICAL. E. INSTALL MINIMUM ONE(1) DRIP INDICATOR/ FLUSH ASSEMBLY PER DRIP ZONE. E. USE TEFLON TAPE ON THREADED FITTINGS, TYPICAL. (NO LIQUID TEFLON) NOTTO SCALE LEGEND: 'di l=N ELE'.•~ 710N DROP FRO'.', rc,p CIF z,.,,c-:iJor,~,.., OF LO\E EXCEEDB l'(RE•\TE,\ \E'N DRIFLI\E ZO\E 1. PVC DRIP MANIFOLD FROM CONTROL ZONE VALVE KIT (SIZED TO MEET LATERAL FLOW DEMAND) 2. SCH 40 PVC TEE SxSxT OR ELL, LINE SIZE. 3. PVC SUPPLY HEADER. 4. AIR/VACUUM RELIEF VALVE (PLUMBED AT EACH HIGH POINT OF EACH LATERAL LEG CENTERED ON MOUND OR BERM), TYP. 5. IN-LINE DRIP TUBING INSTALLED WITH TRIANGULAR SPACING LAYOUT OF EMITTERS - SEE LEGEND FOR TYPE. 6. COMBINATION FLUSH VALVE I DRIP INDICATOR POP-UP HEAD, PLUMBED TO EXHAUST HEADER PVC PIPE AT LOW/ END OF DRIP ZONE, TYP. INSTALL "ORANGE" COLOR FOR DOMESTIC WATER AND "PURPLE" FOR RECYCLED WATER -SEE LEGEND FOR TYPE. 7. PVC EXHAUST FLUSH HEADER. Dripline Maximum Lateral Lengths (Feet) 12" Spacing 16" Spadng Inlet Pressure psi Nominal Flow (gph) Nominal Flow (gph) 0,6 0.9 0.6 0.9 20 192 136 254 215 30 288 205 402 337 40 350 248 498 416 50 397 281 573 477 80 436 309 037 529 NOTES: A. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. DISTANCE BETWEEN LATERAL ROWS FOR BOTTOM 1/3 OF SLOPE TO BE SPACED GREATER THAN OPTIMAL ROW DISTANCE. SEE RAIN BIRD XFD DRIPLINE INSTALLATION GUIDE FOR SUGGESTED SPACING. B. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE. C. WHEN ELEVATION CHANGE EXCEEDS 8 FEET IT IS RECOMMENDED THAT A NEW DRIPLINE ZONE BE CREATED. i--:~""--------------------------------------------r.:-::-R-E_c_Y_c_L_E_D_w_A_T_E_R_s_1_G_N_A_G_E_. -----------------------1@ EE TEMPORARY POTABLE WATER HIGHLINE CONNECTION cc RECYCLED WATER SIGN NOTTO SCALE DRIP COMBINATION FLUSH VALVE/ DRIP INDICATOR POP-UP HEAD 8. KSC-S, SWING CHECK VALVES, LINE SIZE, INSTALLED ON PVC PIPE SUPPLY MANIFOLD WHEN ELEVATION EXCEEDS 8' ELEVATION CHANGE TO PREVENT LOW HEAD DRAINAGE (TYP). D. WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 50 PSI, IT IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING. (_y) DRIPLINE LAYOUT (SLOPE) NOTTO SCALE SERVICE TO BUILDING FROM POTABLE WATER METER NOTE: ofr8 ~ J "' OWNER IS RESPONSIBLE FOR PROVIDING WATER SOURCE TO BYPASS TEE DURING 5 1--.,_-- 4}------1 0 4}------1 0 )-------~ t:,. --.:::::----7'. ~ u SERVICE FROM POTABLE WATER METER "--",,___, ANNUAL RECYCLED WATER CROSS CONNECTION TESTING. NOTES: 1. THE LISTED PIPE AND FITTINGS ARE INTENDED FOR A 2" WATER SERVICE AND 1" COPPER PIPE AND FITTINGS MAY BE USED FOR WATER SERVICE. 2. THREADED JOINT FITTINGS (NPT) MAY BE USED IN PLACE OF SOLDERED JOINTS SHOWN ON THIS DRAWING. ITEM DESCRIPTION (SEE NOTES) 1. 2" COPPER x COPPER UNION 2. 2" x 2" x 2" COPPER TEE 3. 2" MALE x COPPER ADAPTER 4. 2" BALL VALVE WITH HAND LEVER 5. TYPE L COPPER 6 2" x 1.5" FIRE HOSE FITTING 7. 2" BALL VALVE WITH PADLOCK WING 8. 2" x 2" x 1" C x C x C TEE 9. 314" HOSE BIB OR TEST COCK 10. 2" x 3/4" C x MIP ADAPTER ITEM DESCRIPTION SPEC I DWG REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT BYPASS TEE CITY ENGINEER DATE FOR RECYCLED WATER STANDARD DWG NO W-35 BYPASS TEE FOR NOTTO SCALE RECYCLED WATER TESTING SmithConsultingArchitects 8841 RflEAR(H DR IUITE 100 IRVINE· CA 92618 949,387.1323 RID.GELA.COM NOTES: ' 1 LO - SECTION VIEW LEGEND: 1. DRIP SYSTEM AIR RELEASE VALVE, SEE LEGEND FOR TYPE. INSTALLED ON SCH 40 PVC THREADED COUPLING WITH A 3/4" SCH. 80 NIPPLE, LENGTH AS REQUIRED TO LOCATE VALVE 2" FROM TOP OF VALVE BOX. 2. 6" PLASTIC ROUND VALVE BOX, HEAT BRAND "ARV" ONTO LID. 3. FINISHED GRADE. 4. PVC PIPE FROM DISCHARGE HEADER, LENGTH AS REQUIRED. 5. NOMINAL SIZE SOLID BRICK SUPPORTS (3 REQUIRED -EQUALLY SPACED). 6. LANDSCAPE FABRIC. 7. 1/2" ROUND WASHED PEA GRAVEL -MINIMUM 4" DEPTH. 8. PVC SCH 40 ELBOW (SxT) OR TEE, 3/4" SIZE. A. USE SCH 40 PVC 45 DEGREE ELLS TO TRANSITION TO DRIPLINE HEADER DEPTH. 8. SET TOP OF VALVE BOX 1-1/2" ABOVE FINISHED GRADE IN GROUNDCOVER I SHRUB AREAS. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. D. INSTALL AIR RELIEF VALVE 18" FROM PAVING. E. AIR VALVES FOR TURF AREAS SHALL BE PLACED IN ADJACENT SHRUB PLANTER, NO VALVES ARE TO BE PLACED IN TURF AREAS, VERIFY EXACT LOCATION IN FIELD. ~-----------i(D -+---~-----;,;;;:_ ::;,,,_ ~-~--.;;.-~.;;._.,.; __ ~_~,;;;;-------j0 .LLLLLLLLLLLLLLLLLLLL (';:;\ LLLLLLLLLLLLLLLLL~~E~L~---~0 .LLLLLLLLLLLLLLLLLLLL ' "' 10,--..,___ ' "' -i-~----{6 0 SECTION VIEW LEGEND: 1. BARK MULCH FOR SHRUB AREA PLANTING, SEE PLANTING PLAN FOR DEPTH AND TYPE. 2. FINISHED GRADE. 3. AMENDED SOIL. 4. DRIP TUBING -SEE LEGEND FOR TYPE. 5. DRIPLINE BARB INSERT FITTINGS -SEE LEGEND FOR TYPE. 6. BLANK POLY TUBING -LENGTH AS REQUIRED. 7 DRIP TUBING MALE ADAPTER. 8. PVC LATERAL LINE PIPING INLET OR EXHAUST MANIFOLD. 9. SCH 40 PVC TEE SxSxT, LINE SIZE BY½". 10. 9" WIRE STAKES FIVE (5) FEET ON CENTER DRIP AIR RELIEF VALVE NOTTOSCALE @ DRIPLINE CONNECTION NOTTO SCALE "AS-BUILT" DATE L,A. EXP, REVIEWED BY: INSPECTOR DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DIVISION IRRIGATION DETAILS CARLSBAD RACEWAY LOT 16 3248 LIONSHEAD A VENUE CARLSBAD, CALIFORNIA 92010 APPROVED )~ 4 f;l\-,.;,fr= (<a, 'Z'?--i <.:, PLANNING DATE OWN BY RLA PROJECT NO. DRAWING NO. RLA CHKD BY SOP 16-02 493-4L FIELD BY .l.--- ,, \. , ... " ·.'<:'-yr· ... ·· , •,/I ''1,ti .' '. / }. ·t' ' ' ' ;t i ; 1. ;,· ;_ : '' : '' ........ EXISTING PLANT LEGEND SYMBOL BOTANICAL/ COMMON NAME TREES.· BRACHICHYTON SPP. / NOTE: EXISTING TREES THAT ARE MAF<KED WITH AN (E) ARE TO BE PROTECTED IN PLACE. EXISTING TREES MARKED WITH AN (R) ARE TO BE REMOVED FROM SITE. NOTES: • ANY CHANGES IN BIO-SWALE LAYOUT/DESIGN SHALL BE REVIEWED BY THE LANDSCAPE AHCHITECT PRIOR TO IRRIGATION AND PLANTING INSTALLATIONS SO THAT THE LA~IDSCAPE ARCHITECT CAN HEVISE PLANS ACCORDINGLY TO INSURE DESIGN QUALITY. • PLANTINGS LOCATED IN BIO-SWALES SHALL BE FULLY KNTTED IN AND PROVIDE COMPLETE COVERAGE OF THE SWALE AREA IN ORDER TO PROVIDE A WORKING FILTER PRIOH TO BUILDl~IG OCCUPANCY PERMITS BEING SIGNED. NOTE: UTILITY SCREENING NOTE NO TREES OR DEEP-ROOTED SHRUBS SHALL BE PLANTED THE CONTRACTOR SHALL CO~ITACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LAMDSCAPE AHCHITECT CAN HEVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. WITH IN 10 FEET OF ANY FIRE HYDRANT OR BACK FLOW PREVENTION DEVICE. NOTE: ALL REQU!RED EMPLOYEE EATING AREAS SHALL BE CONSTRUCTED PRIOR TO BUILDING OCCUPANCY NOTE. ALL TREES BORDERING DESIGNATED FIRE LANES SHALL BE MAINTAINED SO THAT THEIF{ LOWEST BRANCHES ARE 13'-6" CLEAR OF THE FINISHED PAVE SURFACE OF THE FIRE LANE. NOTE DEVELOPMENT WITHIN THE BOUNDARIES OF THE AIRPORT'S FLIGHT ACTIVITY ZONE IS RESTRICTED IN ACCOHDANCE WITH THE REQUIREMENTS OF THE COMPREHENSIVE LAND USE PLA~I FOR MCCLELLAN-PALOMAR AIRPORT. 0 s er I I -... ' -... \ I ... \ ¾\ I ' / ..,__,.• I \ \ .\ ...... ' "\ \ \ /' _,./ .t·"/iS/ \ ,// . \ / / ' ' I I \ I I I \ . \ . \ I •. • ✓ . . .. ~ ' \ • /' . . ' \ \ . \ ' . \·.\ .. .. : \ • ·, • -,_ \ '• '\ \ -, ' . . . . . \ PROPOSED PLANT PALETTE SYMBOL TREES 0 0 0 BOTANICAL NAME BRACHYCH ITON POPULNEUS CINNAMOMUM CAMPHORA LOPHOSTEMON CONFERTUS COMMON ~IAM E BOTTLE TREE CAlvlPHOR TREE BRISBANE BOX SIZE 24" BOX 24" BOX 15 GAL STD. COMMENTS MATURE CANOPY WIDTH 35' MATURE CANOPY WIDTH 40' TH X 2'W X 1-H4" CAL. WIDTH 25' WIDE WIJCOLS OTY. DETAIL LOW 8 A MOD 10 A,G MOD 20 A,G ~i~f~~::::~,-:~::~v-r'r'r'~~~:~~~~v-7 _/-~~~....../.._,A._/'~.._/-.__/--./--/--'~_;..._,,..-.._,A._,;-........,;~'.,_../'~~-..J'-_J~'-../~ SHRUBS -□□□□□□□ □□□□□□□ . V V V V V V vvvvvv vvvvvv + + + • + + + + + -, ++++++ I f I < > -I ++++++ t ., c t 1 I 0 © 0 0 ACACIA R. 'LOW BOY' ALOE 'BLUE ELF' BACCHARIS P 'TWIN PEAKS' BOUGAINVILLA LA JOLLA CAREX PANSA DIETES GRANDI FLORA FESTUCA lvlAIREI LANTANA 'NEW GOLD' MISCANTHUS S . lvlORNING LIGHT MUHLENBERGiA C 'REGAL MIST' PENNISETUM S . 'EATON CANYON' PHORMIUM TENAX PHOTINIA FRASERI LOW BOY ACACIA BLUE ELF ALOE DWARF COYOTE BRUSH LA JOLLA BOUGAINVILLA CALIFORNIA FIELD SEDGE FORTNIGHT LILY ATLAS FESCUE NEW GOLD LANTANA MORNING LIGHT MAIDEN GRASS PINK MUHLY DWARF HED FOUNTAl~I GRASS NEW ZEALAND FLAX RED-TIP PHOTINIA DWAHF YEDDO HAWTHORN 5 GAL. PLANT 6' O.C. 5 GAL. PLA~!T 24" O.C. 1 GAL. PLANT 36" O.C. 5 GAL. PLANT 36" O.C. 1 GAL. PLANT 24" O.C. 5 GAL PLANT 36" O.C. ·J GAL. PLANT 30" O.C. 5 GAL. PLANT 36" O.C. 5 GAL. PLA~ T 36" O.C. 5 GAL. PLANT 36" O.C. 5 GAL. PLANT 24" O.C. 5 GAL. PLANT 30" O.C. 5 GAL. PLANT 42" O.C. 5 GAL. PLA~iT 30" O.C. LOW 103 C,D,E,F LOW 527 C,D,E,F LOW 251 C,D,E,F LOW 199 C,D,E,F MOD 1259 C,D,E,F MOD 106 C,D,E,F LOW 66'1 C,D,E,F LOW 42 C,D,E,F MOD 86 C,D,E,F MOD 263 C,D,E,F LOW 129 C,D,E,F MOD 79 C,D,E,F LOW 130 C,D,E,F MOD 71 C,D,E,F \ S ~ C RHAPHIOLEPIS UMBELLATA 'MINOR' ROSMARINUS 0. 'PROSTRATUS' MATCHLINE:.-SEE SHEET 20 ... , ' ...,..., ~ '-' ' '" J BIO-RETENTION AREAS: 10 20 40 SCALE AND NORTH • l ' : 1 60 ---- SmithCcmsultngArchitects S&S BIOFILTRATION SEED MIX NATIVE GRASS SEED BLEND: Carex praegracilis Carex spissa Distichlis spicata 2.00 lbs/acre 1.00 lbs/acre 5.00 lbs/acre Eleocharis rnacrostachya 1.50 lbs/acre Festuca rubra 1.00 lbs/acre Juncus mexicanus Juncus patens Leymus condensatus Muhlenbergia rigens Mimulus cardinalis 3.00 lbs/acre 1.00 lbs/acre 2.50 lbs/acre 0.50 lbs/acre 0.10 lbs/acre HYDRO SEED (B05) 684-0436 LOW PEH PLAN DENOTES SOIL SAMPLE LOCATION -REFER TO NOTE 'H' OF PLANTING NOTES, SHEET 17, FOR ADDITIONAL INFORMATION. ROOT BARRIERS SHALL BE INSTALLED AT ALL TREES WITHIN 5 FEET OF A~IY HARDSCAPE, PAVEMENT, CURB OR VVALLS. ROOT BARHIERS ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (800) 458-7668, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOT BE WRAPPED AROUND THE ROOTBALL. NOTES: • MULCH ALL LANDSCAPE AREAS HAVING LESS THAN A 2:1 SLOPE WITH A 3" LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS PROVIDE JUTE NETTING WITH 12" LONG SOIL STAPLES ON SLOPES 2:1 OR GREATER. • SEE SHEET 21 FOR PLANTING DETAILS. "AS-BUILT" 01/09/2018 DATE LA. JAMES J, RIDGE 2809 EXP. 05/31/?019 6841 RESEARCH DR SUITE 100 IRVIUE • CA 91618 949.387.1323 RIDGELA.COM REVIEWED BY: INSPECTOR l-\\-1b DATE .. / >·, CHEEPING ROSEMARY FLATS PLANT ·J2" O.C LOW PER PLAN C,D,E,F ', ' ' : STRELITZIA REGl~IAE BIRD OF PARADISE 5 GAL. PLANT 30" O.C. MOD 56 C,D,E,F 0 VVESTRINGIA COAST fi~) PLANT 42" O.C. LOW 310 C,D,E,F FRUTICOSA ROSEMARY GAL l ~~--....---v-v-v--v---.---.---...~-..~~,----... ~~,........._~,----..,,...--...~..----....~~,-----....~..----....-~ l r,:;, PHOTINIA RED-TIP 15 GAL PLANT 42" O.C. MOD 35 C,D,E,F ( l..::.J FRASERI PHOTINIA (( 0 AFROCARPUS AFHICAN FERN 15 GAL PLANT 42" O.C. MOD 14 C,D,E,F ) * GRACILIOR PINE J ...._~......___,,,.._____,,....___.........__,__.."'---"-_,~.~-~-~--·-~,~-~-~-~~~.._,,,.___,...___,...._,..._,....._,'--'~ 5 GAL. 2,089 (49%) 1 GAL. 2,160 (51%) AS-BUILT 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 CARLSBAD RACEWAY LOI' 16 3248 LIONSHEAD A VENUE CARLSBAD, CALIFORNIA 92010 PLANNING OWN BY __ R_L_A __ CHKD BY __ R_L_A __ FIELD BY PROJECT NO. SOP 16-02 DATE DRAWING NO. 493-4L ,\.~\ ,, \ ' '\, "';;_ ; ' ., ·, ·, _, .. \·.·~··. \.~ ',. ' ' ,, '. I , , -, ; \ ' ' . . . ' ' _, ·,, ; . ·. ' ,·, ', ' "-... , . ". ' \ ' ,,, RVV -----~ ... s. ,, .. ~~··•-" :::.:-::.-::;::· ···•······•··-· RW vv---vv ~-..,r-~,,,-,,--,..,,--,-...,, ( AS BUILT: \ ADDED (6) 24' BTH ) PHOENIX DACTYUFERA ). PALf'vlS J ,__,.,._._,, . ._,,~'--""'---1 LINED FLOW-THROUGH PLANTER/ B!OFILTRJ\TION SYSTEM WITH TREATMENT AND t-=LOW COf\JlHOL PERCIVIL~NGINEER'S PLANS . RVV NOTE: r~ l~} --~,,.-----...,,--....,,----y--.~ AS-BUILT: 1 / ADDED DECOMPOSED ,,1 GRANITE PAVING. ,, ) .._,/,~'-....,/---.J;_,, .,,,-. ~,,,--~~ AS BUILT· / \ ' ~ REPLACE.D (1} PLA.Tf{NUS X ) ACERIFOLIA WITH 48" BOX J FIELD GROWN 01.,tVE TREE . ..J ~-~.'.._/--.,/-.,r ' ' rv-R-~........-,, / AS BUil r-: \-... . : -.... ILSGrsl OL(-' ...... ··:: (~lT~ JO''. ~ox FIELD GROWN ,.,_~IVE .~~t~~~-~~~ 36' -=-UNEDFL~W-THi<OUGH PLANTER I BIOFILTRATIOl';i SYSTEM WITH TREATMENT ~ND FLOW CONTROL PER CIVIL ENGINEER'S PLANS 1:r:r:t: ~--...~--....;,--...~--....r-------., ( -' AS BUILT: REPLACEJ) (2) WILSON OLIVE ( TREES .. ' . .-\J1JITH 48" BOX FIELD ">°:· ·' \ lts:" . ·-·~ ~Q ( GROWN OLIVE TREES~ ~~, __ ,___..,____,,,. MATCHLI □T' . -"--,.~~-·., +· + ·V. '' ·\ ---,,-,_ : ' ·: \,_ \, \ ··. ·_,,, ,· \'\_,\::.<:\ ~ ' <,' __ \ '\ ·, ' ! ' • '.-\ '. ' : '-. ·, '. \ \ \ \ ' \ '\ __ ·.\ \ ._ \ \/· \ /· '-,-· .. '~,,,:, ,\ ' \ \ \ \_ \ \ ' -· \ ' ' . \, \ \ '-. . '\. \ < . / . ' ',. ) > \ ''"'} ' ·' C ' ,--.._';'. ' ,.,,, { _,, ./f" JC'. 1 \ - ,., ,' o' ,u""'-i :;-·/ ':"l+.;::;;;r•~ · ··•,::,:"""5 ::Ac::''J.=:::,;;;;;,sB;;;..Ul~,=F~P~-· l=~s'.auii.t>''. •. #"t'\, RV\/ . ff/<i qltr't'L~.yboo~t~t'\1ED.... ::;;,sVJ . ttv ~-.· --it/ i"'ff!--J ,~,:: F<_',\! _i .. W\:fA,:tNtAo•'LAuPTSAINZ ... Eu:Ds 1Pjf:.. o·J.ifB,F' OB·OLIXA ... /"""S-' . . P.Vv_· ...... l_.~/:~,~~~q~~.:.J~~. ·.~ ,;2 .. ;r; _?,J =]I i;.:TI~_/.1~~J~;~~~i::r1~ •• ·" ARO\INDBAGKFLOW.· Fl,fi5 1LSAMPLfYI • -----·-~-· • -·-~•·---=•i<Y: ,_,) :...s: .,____;L_. , • ,, • .·,:,vc PREVENTER./~pcArE ~~ FIEL~l.'i ,f< 1 · ~~..._✓,,-,/'---./'.........,,{ LodArioN 2 OF 2 : ; , s UTILITY SCREENING NOTE w w ................. '(ii/: .............. ,. 1·/ ,. EXISTING PLANT LEGEND SYMBOL BOTANICAL/ COM.MON NA.ME TREES: BRACHICHYTON SPP. NOTE• EXISTING TREES THAT ARE MARKED WITH AN (E) ARE TO BE PROTECTED IN PLACE EXISTING TREES MARKED WITH AN (R) ARE TO BE REMOVED FROM SITE. NOTES: • ANY CHANGES IN BIO-SWALE LAYOUT/DESIGN SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT PR!OR TO IRRIGATION AND PLA~ITING INSTALLATIONS SO THAT THE LANDSCAPE ARCHITECT CA~I REVISE PLANS ACCORDINGLY TO INSURE DESIGN QUALITY. • PLANTINGS LOCATED IN BIO-SWALES SHALL BE FULLY KNTTED IN AND PROVIDE COMPLETE COVERAGE OF THE SWALE AF,EA IN ORDER TO PROVIDE A WORKING FILTER PRIOR TO BUILDING OCCUPANCY PERMITS BEING SIGNED. NOTE• --NO TREES OR DEEP-ROOTED SHRUBS SHALL BE PLA~ITED WITHIN 10 FEET OF ANY FIRE HYDRANT OR BACKFLOVV THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REV!SE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. PREVENTION DEVICE. NOTE• ALL REQUIRED EMPLOYEE EATING AREAS SHALL BE CONSTRUCTED PRIOR TO BUILDING OCCUPANCY. \. PROPOSED PLANT PALETTE SYMBOL TREES 0 0 BOTANICAL ~JAME BRACHYCHITON POPULNEUS CINNAMOMUM CAMPHORA COMMON NAME BOTTLE TREE CAM PH OF, TREE AFRICAN SIZE 24" BOX 24" BOX COMMENTS MATURE CANOPY WIDTH 35' MATURE CANOPY WIDTH 40' 9'H X 4'W X1" CAL. INSTALLED + RHUS LANCEA 24" BOX .SUMAC MATURE CANOPY 0 SHRUBS ., 'v V V"V 'v 'v VVV'v'v'v vvvvvv ++++++ • • j-+ + + + I > + f i ++T+TT ,, ' .. ,. ' _, ++++++ 0 @ 0 0 PLATANUS X ACERIFOLIA 'BLOO OLEA E LOPHOSTEMON CONFERTUS PHOENIX DACTYLIFERA 'MEDJOOL' ACACIA R 'LOW BOY' /-\LOE 'BLUE ELF' BACCHARIS P. 'TWIN PEAl(S' BOUGAINVILLA LA JOLLA CAREX PANSA DIETES GRANDI FLORA FESTUCA MAIRE! LANTANA 'NEW GOLD' MISCANTHUS S. MORNING LIGHT MUHLENBERGIA C. 'REGAL MIST' PENNISETUM S. 'EATON CANYON' PHORMIUM TENAX PHOTINIA FRASER! l,HAPHIOLEPIS UMBELLATA 'MINOR' ROSMARINUS 0. 'PROSTRATUS' STRELITZIA REGINAE BLOODGOOD PLANETREE FIELD GROWN OLIVE BRISBANE BOX DATE PALM LOWBOY ACACIA BLUE ELF ALOE DWARF COYOTE BRUSH LA JOLLA BOUGAINVILLA CALIFORNIA FIELD SEDGE FORTNIGHT LILY ATLAS FESCUE NEW GOLD LANTANA MORNING LIGHT MAIDEN GRASS PINK MUHLY DWARF RED FOUNTAIN GRASS NEW ZEALAND FLAX RED-TIP PHOTINIA DWARF YEDDO HAWTHORN CREEPING ROSEMARY BIRD OF PARADISE 36" BOX 48" BOX & 60" BOX '15 GAL. STD 24' BTH 5 GAL. 5 GAL. 1 GAL. 5 GAL. 1 GAL. 5 GAL. 1 GAL. 5 GAL. 5 GAL. 5 GAL. 5 GAL. 5 GAL. 5 GAL. 5 GAL. FLATS 5 GAL. ,.-...--.........-.........-.... FRUTICOSA ROSEMARY 15 GAL. WIDTH 25' 10'H X 5'W X 1-1/2" CAL MATURE CAr,OPY WIDTH 40' 9'H X 4'VV X 1-1/2" CAL MATURE CANOPY WIDTH 25' WIDE TH X 2'VV X 1-1/4" CAL. WIDTH 25' WIDE PLANT 6' O.C. PLANT 24" O.C. PLANT 36" O.C. PLANT 36" O.C. PLANT 24" O.C. PLANT 36" O.C. PLANT 30" O.C PLANT 36" O.C PLANT 36" O.C. PLANT 36" O.C PLANT 24" O.C. PLANT 30" O.C. PLANT 42" O.C PLANT 30" 0. C. PLANT 12" CJ C. PLANT 30" O.C. 0 WESTRINGIA COAST _J 5 GAL. & PLANT 42" O.C. rv~~~~~~~--v-v~~--v-v~ ~ ~ In\ PHOTINIA RED-TIP 15 GAL PLANT 42" O.C. \ ~ FRASER I PHOTINIA PLANT 42" O.C. * GRACILIOR PINE l 0 AFROCARPUS AFRICAN FERN 15 GAL ~ '-....~__...-'-----"'---~......___.....,_____.'-----,-'---.........___, FOR COMPLETE PLANT LEGEND, SEE SHEET 19 AS-BUILT APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ALL TIC{EES BORDERIN(3 DESIGNATED FIRE LANES SHALL BE MAl~ITAINED SO THAT THEIR LOWEST BRANCHES ARE B'-6" CLEAR OF THE FINISHED PAVE SURFACE OF THE FIRE LANE. "AS-BUILT" ' REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO llvlPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DIVISION NOTE DEVELOPME~IT WITHIN THE BOUNDARIES OF THE AIRPOFU'S FLIGHT ACTIVITY ZONE IS RESTRICTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE COMPREHENSIVE LAND USE PLA~I FOR MCCLELLAN-PALOMAR AIRPORT. 0 1 0 20 40 SCALE AND NORTH 60 SmithConsu Architects 8841 RESEARCH OR SUITE 100 IRVIN£· CA 926i! 949,387.132] RIDGELA.COM L.A. JAMES J. RIDGE 2809 REVIEWED BY: 01/09/2018 DATE EXP. 05/31/2019 /.(f,('b DATE DATE BY DESCRIPTION APP'D REVISIONS PLANTING PLAN CARLSBA.DRACEWAY LOT 16 3248 LION SHEAD .. A VENUE CARLSBAD, CALIFORNIA 92010 APPROVED ,d,.,-/ ( ~--e::c t:\,\--.=it _l (\. \ ~ PLANNING DATE DWN BY_--'-R'=l."-A'--- CHKD BY __ R_LA __ FIELD BY PROJECT NO. SOP 16-02 DRAWING NO. 49~i-4L PLANTING NOTES A REFER TO PLANTING SPECIFICATIONS AND DETAILS FDR SOIL PREPARATION, FERTILIZATION, MULCHING AND OTHER PLANTING INFORMATION. B. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE AND THE CITY INSPECTOR 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. C D. E. F. G. H. I. J. K. L. M. N. 0. p Q. R. S. T. u. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTION SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH DAMAGED UTILITIES. LOCATION OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC. ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. OBTAIN ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS FROM ON-SITE EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY, SUBMIT IMPORT SOIL TESTING RESULTS FOR APPROVAL PRIOR TO IMPORTATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT GROWTH. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION ~ HAVE SAMPLES TESTED BY WAYPOINT ANALYTICAL, (714) 282-8777, FOR SOIL FERTILITY, TAKE TWO SAMPLES AT EACH LOCATION: (1) GROUND LEVEL TO 10" DEEP, (2) 24" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL TO BE LABELED PER LOCATION AND DEPTH. THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING: a) ORGANIC MATTER CONTENT b) N, P, K c) PH d) EC e) SOIL TEXTURE (SILT, CLAY, SAND) f) RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZATIONS. THE RESULTS AND RECOMMENDATION OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY AND LANDSCAPE ARCHITECT OF RECORD. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. INSTALL SOIL PREPARATION AND BACK FILL MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY UPON RECEIPT OF WRITTEN CHANGE ORDER FROM THE OWNER. KILL AND REMOVE ALL EXISTING WEEDS FROM SITE AREAS PER SPECIFICATIONS. ASSURE POSITIVE SURFACE DRAINAGE (2% GRADE IN PLANTING AREAS) AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. LOCATE AND TAG ALL PLANT MATERIAL. MATERIAL SHALL BE IN CONFORMANCE WITH PLANTING PLAN DESCRIPTIONS AND SPECIFICATIONS. ALL PLANT MATERIAL IS SUBJECT TO REVIEW AND APPROVAL PRIOR TO INSTALLATION. PROVIDE PHOTOS OF REPRESENTATIVE EXAMPLES OF EACH TAGGED BLOCK TO LANDSCAPE ARCHITECT MINIMUM 21 DAYS BEFORE ANTICIPATED DELIVERY. PHOTOS SHALL INCLUDE A PERSON FOR SCALE PURPOSES. LANDSCAPE ARCHITECT MAY OPT TO REVIEW MATERIAL AT GROWING NURSERY. MATERIAL DELIVERED TO THE SITE MAY BE REJECTED BASED ON UNHEALTHY APPEARANCE OR NON-CONFORMANCE WITH SPECIFICATIONS EVEN IF PREVIOUSLY REVIEWED BY THE LANDSCAPE ARCHITECT OR THE OWNER. ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING FORM. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE. PLANTING QUANTITIES ARE GIVEN FOR CONVENIENCE ONLY. PLANT SYMBOLS AND SPECIFIED SPACING SHALL TAKE PRECEDENCE. AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROW OF SHRUBS AND/OR GROUND COVER SHALL BE LOCATED NO FARTHER FROM THE EDGE THAN ONE-HALF THE SPECIFIED ON CENTER SPACING. INSTALL GROUND COVER AND/OR SHRUB MASSES WITH TRIANGULAR SPACING UNLESS OTHERWISE INDICATED. ALL CURVE TO CURVE AND CURVE TO TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH AND UNIFORM. REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION UPON PROVIDING SUPPORT PER PLAN. DURING THE LENGTH OF THE GUARANTEE PERIOD, BE RESPONSIBLE FOR PROPER STAKING AND/OR GUYING OF TREES TO ENSURE STABILITY. MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 3:1 SLOPE WITH A 3" DEEP LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. ANNUAL COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT AT TIME OF INSTALLATION. REQUEST RECOMMENDATION A MINIMUM OF 48 HOURS IN ADVANCE OF NEED FOR DELIVERY. V. CONTRACTOR SHALL REPLACE ANY EXISTING PLANT MATERIAL WHICH IS DAMAGED BY CONSTRUCTION OPERATIONS. REPLACEMENT PLANT MATERIAL MUST BE OF MATCHING SPECIES, INSTALLED FROM THE FOLLOWING MINIMUM SIZE: 15-GALLON TREE, 1-GALLON SHRUB, FLATTED GROUNDCOVER AND SODDED TURF. W. INSTALLATIONS THAT ARE ADJACENT OPEN SPACE, NATURALIZED SLOPES OR UNDEVELOPED LAND ARE SUBJECT TO DAMAGE BY RODENTS OR DEER AND SHALL BE TREATED WITH AN APPROPRIATE REPELLENT IN A SPRAY AND/OR TABLET FORM. REPELLEX BY GROPOWER OR APPROVED EQUAL, THAT PROVIDES IMMEDIATE AND LONG TERM PROTECTION, SHALL BE USED. X. THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. EROSION CONTROL NOTES SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: 1 2.5 X DIA. LEGEND OF ROOTBALL 1. ONE THROUGH FIFTEEN GALLON SIZE CONTAINER PLANT 2. PERMANENT WATERING BASIN -MIN. 6" DEPTH 3. EXISTING SLOPE 4. AMENDED BACKFILL MIX -SEE SPECIFICATIONS. TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING. 5. FERTILIZING TABLETS PER SPECIFICATIONS 6. ROOTBALL OF PLANT-MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS. 7. EXISTING SOIL 8. "CROWN" OF PLANT -MUST NOT BE BURIED BELOW LEVEL OF SURROUNDING SOIL NOTE: THE FRONT AND REAR OF THE PLANTING PITS SHALL BE GRADED TO A MAXIMUM 1:1 SLOPE. EROSION CONTROL FABRIC SHALL BE INSTALLED ON THESE SLOPES TO CONTROL EROSION WHILE PLANTS ESTABLISH SHRUB PLANTING ON SLOPE >-0:, § ~.::1s:--i---;;~~__:Tr '-$$~9'1'-----( !g~ a~ "" "< tli~ ~'t, r ,w.-t.w, j LEGEND: ~E SPECJ 2X DIA. OF ROOTBALL SECTION (9 z :::, 0 -z :; ~ w D:'. [L STAKE LOCATIONS -PLAN VIEW NOTE: THE FRONT AND REAR OF THE PLANTING PITS SHALL BE GRADED TO A MAXIMUM 1:1 SLOPE. EROSION CONTROL FABRIC SHALL BE INSTALLED ON THESE SLOPES TO CONTROL EROSION WHILE PLANTS ESTABLISH. 1. BLACK RUBBER "CINCH-TIE" (4 TYP.), PER SPECIFICATIONS. ATTACH WITH ROOFING NAILS. 2. LODGE POLE PINE STAKE (2 TYP.), PER SPECIFICATIONS. KEEP CLEAR OF ROOTBALL AND DO NOT ALLOW TO EXTEND INTO TREE CANOPY. USE 2" DIA. X 10' STAKES FOR TREES 24" BOX AND SMALLER, AND 3" DIA. X 10' STAKES FOR TREES 36" BOX THROUGH 48" BOX. 3. WATERING BASIN, 3" MINIMUM DEPTH. REMOVE BASIN IN LAWN AREAS AND AS DIRECTED BY LANDSCAPE ARCHITECT. 4. FINISH GRADE OF EXISTING SLOPE. 5. AMENDED BACKFILL PER SPECIFICATIONS. 6. PLANT TABLET PER SPECIFICATIONS. 7. EXISTING SOIL. 8. SCARIFY SIDES AND BOTTOM OF PLANTING PIT. 9. SET TOP OF ROOTBALL 3" ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE. a. STANDARD #1 -COVER CROP/REINFORCED STRAW MATTING: 10. FINISH GRADE OF SLOPE AFTER PLANTING -SHALL NOT EXCEED 1:1 COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVER, AND/OR WILD GRADIENT. INSTALL EROSION CONTROL FABRIC AS REQUIRED TO CONTROL ,.,.--------,_ 1 LEGEND 1. ONE THROUGH FIFTEEN GALLON SIZE CONTAINER PLANT 2. PERMANENT WATERING BASIN -MIN. 4" DEPTH. REMOVE BASIN AFTER MAINTENANCE PERIOD. 3. FINISH GRADE. 4. AMENDED BACKFILL MIX -SEE SPECIFICATIONS. TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING. FERTILIZING TABLETS PER SPECIFICATIONS 5 6. ROOTBALL OF PLANT -MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS. EXISTING SOIL 7. 8. "CROWN" OF PLANT -MUST NOT BE BURIED BELOW LEVEL OF SURROUNDING SOIL SHRUB PLANTING }EOUA~ NOTES A. ALL SHRUBS/ GROUND COVERS SHALL BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. @ SHRUB SPACING ]□ SECTION LEGEND: 1. LOCATE PLANTS WITH EQUAL SPACING AS INDICATED ON PLAN, TRIANGULAR SPACING. 2. 24" CLEAR VEHICLE OVERHANG ZONE - LOW (MAX. 8" HT.) GROUND COVER ONLY. 3. CURB 4. SPRINKLER HEAD -LOCATE BETWEEN PARKING STALLS WHENEVER POSSIBLE - MAX. 6" POP-UP WHEN LOCATED IN VEHICLE OVERHANG ZONE. 5. VEHICLE ®CD t • • NOTTO SCALE NOTTO SCALE • 6. 1/2 SPACING FOR SPECIFIED PLANT MATERIAL PLAN VIEW !Cl .... ~~ ~'l: ~~ "" "" l,,J ~ "'~ ~gi <: I ::5 STAKE LOCATIONS -PLAN VIEW ' ~ <c~ ' I . "' F"""~..u------G) 2 X DIAMETER OF ROOTBALL SECTION LEGEND: 1. BLACK RUBBER "CINCH-TIE" (4 TYP.), PER SPECIFICATIONS. ATTACH WITH ROOFING NAILS. 2. LODGE POLE PINE STAKE (2 TYP.), PER SPECIFICATIONS. KEEP CLEAR OF ROOTBALL AND DO NOT ALLOW TO EXTEND INTO TREE CANOPY. USE 2" DIA. X 10' STAKES FOR TREES 24" BOX AND SMALLER, AND 3" DIA. X 10' STAKES FOR TREES 36" BOX THROUGH 48" BOX. 3. WATERING BASIN, 3" MINIMUM DEPTH. REMOVE BASIN IN LAWN AREAS AND AS DIRECTED BY LANDSCAPE ARCHITECT. 4. FINISHED GRADE. 5. AMENDED BACKFILL PER SPECIFICATIONS. 6. PLANT TABLET PER SPECIFICATIONS. 7. EXISTING SOIL. 8. SCARIFY SIDES AND BOTTOM OF PLANTING PIT. 9. ARBOR-GARD TRUNK PROTECTOR FOR TREES LOCATED IN TURF AREAS. 10. SET TOP OF ROOTBALL 3" ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE. 11. INSTALL #UB24-2 ROOT BARRIER, AS MANUFACTURED BY DEEP ROOT, (800) 458-7668, AT ALL TREES WITHIN 5' OF HARDSCAPE, OR AS SHOWN ON PLANTING PLAN, MINIMUM 10' LENGTH, INSTALLED AT EDGE OF ADJACENT HARDS CAPE. 12. ADJACENT HARDSCAPE (WHERE OCCURS). NOTE: MAINTAIN TURF 12" CLEAR FROM BASE OF TRUNK. @ TREE PLANTING & STAKING NOTTO SCALE LEGEND 1. TREE TRUNK PLAN VIEW 2X WIDTH OF ROOTBALL SECTION 2. ROOTBALL AND BACKFILL PER TREE PLANTING DETAIL 3. WATER BASIN PER TREE PLANTING DETAIL 4. 4" DIA. PVC INSPECTION TUBE WITH BLACK PVC SLIP CAP. SET 3" MAXIMUM ABOVE FINISH GRADE. DRILL 3/4" DIA. HOLE IN TOP OF CAP TO ALLOW FOR REMOVAL. CONNECT TO DRAIN PIPE WITH REDUCER FITTING AS REQUIRED. 5. 4" DIA. PERFORATED PIPE, WITH DRAINAGE HOLES POINTED DOWN, IN FILTER SOCK. 6. CONNECT PERFORATED PIPE TO STORM DRAIN SYSTEM PER CIVIL ENGINEER'S DRAWINGS 7. 12" LAYER OF 3/4" DRAINAGE GRAVEL, SURROUNDED BY SOIL SEPARATOR FABRIC 8. ATRIUM PLANTER DRAIN PER PLAN, WHERE OCCURS. CONNECT TO STORM DRAIN SYSTEM PER CIVIL ENGINEER'S DRAWINGS 9. NATIVE SOIL 10. EDGE OF PLANTING PIT 10 3" CORRUGATED PIPE BELOW ROOTBALL TO ALLOW FOR METHANE GAS RELEASE. PROVIDE 3" BLACK DRAIN GRATE, NDS #14, AS CAP AT EXPOSED ENDS. OLIVE TREE PLANTING NOT TO SCALE FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THEN COVER CROP SHALL BE APPLIED AT A RATE AND 1-~--E_R_o_s_IO_N_D_u_R_IN_G_P_LA_N_T_E_s_TA-BL_1_s_H_M_E_N_T_. -------------l--:::=:::"""-------------------------------------1.:: MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. ® i-,;=-------------------,--------------------------1 TYPE OF REINFORCE STRAW MATTINGSHALLBEASAPPROVED BYTHECITYANDSTAKEDTOTHESLOPEAS RECOMMENDED BY THE TREE PLANTING ON SLOPE E PLANT I NG AT PARKING EDGE NOT TO SCALE APPROVED FOR PLANTING AND MANUFACTURER. IRRIGATION ONLY, INCLUDING PRECISE REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15AND APRIL 15. THE COVER CROP AND/OR LOCATION OF PLANTING AREAS. 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 -61 OR STEEPER AND a. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. b. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2 AND #3. c. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2, #3 AND #4. SmithConsultingArchitects "AS-BUILT" DATE L.A. EXP. REVIEWED BY: 8841 RESEARCH DR SUITE 200 rnvmE • CA ni10 949.387.1323 INSPECTOR DATE RID6ELA.COM REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D CITY OF CARLSBAD PLANNING DIVISION PLANTING DETAILS CARLSBAD RACEWAY LOT 16 3248 LIONSHEAD A VENUE CARLSBAD, CALIFORNIA 92010 I APPROVED !¾£; 1 '4=-f:l}~t: t=. 'Z-'?· \'-. DATE PLANNING DWN BY RLA PROJECT NO. DRAWING NO. RLA CHKD BY SOP 16-02 493-4L FIELD BY SECTION 02514 PORTLAND CEMENT CONCRETE PAVING Part 1 -GENERAL 1.01 WORK INCLUDED A. Concrete paving, mow strips, steps, walls. B. Reinforcement. C. Surface finish. D. Special Curing. 1.02 WORK INSTALLED BUT FURNISHED UNDER OTHER SECTIONS A. Section 03251 -Expansion and Contraction Joints. 1.03 RELATED WORK A. Section 02211 -Rough Grading: Preparation of site for paving. B. Section 02223 -Backfilling: Compacted fill for paving. 1.04 REFERENCES A. ACI 301 -Specifications for Structural Concrete for Buildings. B. ANSI/ASTM A185 C. ANSI/ASTM A497 Reinforcement. Welded Steel Wire Fabric for Concrete Reinforcement. Welded Deformed Steel Wire Fabric for Concrete D. ASTM A615 -Deformed and Plain Billet-Steel for Concrete Reinforcement. E. ASTM C33 F. ASTM C94 Concrete Aggregates. Ready Mixed Concrete. G. ASTM C150 -Portland Cement. H. ASTM C260 Air-Entraining Admixtures for Concrete. I. ASTM C309 Liquid Membrane-Forming Compounds for Curing Concrete. J. ASTM C494 Chemical Admixtures for Concrete. K. FS TT-C-800 Curing Compound, Concrete, for New and Existing Surfaces. 1.05 QUALITY ASSURANCE A. Perform work in accordance with ACI 301. B. Obtain materials from same source throughout. 1.06 TESTS A. Testing and analysis will be performed under provisions of the UBC, current edition. B. Make available proposed mix design of each class of concrete to appointed firm far review prior to commencement of work. C. Testing firm will take cylinders and perform slump and air entrainment tests in accordance with ACI 301. D. Tests of cement and aggregates will be performed to ensure conformance with specified requirements. E. Three concrete test cylinders will be taken for every 75 or less cubic yards of each class of concrete placed each day. F. One additional test cylinder will be taken and be cured on site under same conditions as concrete it represents. G. One slump test will be taken for each set of test cylinders taken. 1.07 SUBMITTALS A. Submit product data under provisions of the UBC, current edition. B. Include data an integral color, admixtures, and curing compounds. C. Submit manufacturer's instructions. 1.08 SAMPLES A. Where directed, provide 4 x 4 foot job site sample of each paving finish shown or required, far review and approval prior ta installation. Provide additional samples until finish is considered acceptable by the Owner, at no additional cast to the Owner. Part 2 -PRODUCTS 2.01 CONCRETE MATERIALS A. Cement: ASTM C150 Portland type, gray color. B. Fine and Coarse Aggregates: ASTM C33, from a single source throughout project. C. Water: Clean, potable, and not otherwise detrimental to concrete. 2.02 FORM MATERIALS A. Conform to ACI 301. B. Wood or Steel form material, profiled to suit conditions. 2.03 REINFORCEMENT A. Reinforcing Steel: ASTM A615; 40 ksi yield grade; plain deformed billet steel bars, uncoated finish. B. Welded Steel Wire Fabric: Plain type, ANSI/ASTM A185; uncoated finish. C. Tie Wire: Annealed steel, minimum 16 gage size. D. Dowels: ASTM A615; 40 ksi yield grade, plain steel, uncoated finish. E. Synthetic Reinforcing Fibers: 1. Engineered synthetic reinforcing fibers shall be 100% Polypropylene, collated, fibrillated fibers with the following properties: Specific Gravity: 0.9 Modulus of Elasticity: 0.5 to 0. 7 x 1000 ksi Tensile Strength: 80 to 110 ksi Length: 0.5 inch 2. The approved manufacturer or distributor shall provide the services of a Qualified Technician for o pre-job meeting and initial Job Start-Up. 3. Manufacturer shall be Fibermesh Inc., (619) 259-0901 or approved equal. 4. Fibers shall be added only at the concrete batch plant to assure uniform and complete dispersion of the collated-fibrillated fiber bundles into single monofilaments within the concrete. 5. Add to the concrete mix at the rate of 1.5 lbs per cubic yard of concrete. 6. Submit concrete receipt from botch plont to Owner, showing name of manufacturer and rate of application far fibers. 2.04 ACCESSORIES D. E. F. G. H. I. Ensure reinforcement, inserts, embedded parts, and formed joints are not disturbed during concrete placement. Place concrete continuously between predetermined construction joints. Do not break or interrupt successive pours such that cold joints occur. Place concrete to pattern indicated. Coordinate pours of integral color concrete ta ensure consistency of color throughout. Color inconsistency will not be accepted. For concrete steps, walls or other vibration to eliminate honeycombs. rejected. cost in place elements, settle concrete by Concrete with visible honeycombs will be Tolerances in horizontal alignment of hardscape elements such as paving edges, joints, walls and steps shall not exceed 1 /4" in 10 feet, or 1 /2" in 50 feet. E. --·-------~ -. -' Concrete Surface Sealer: Surface Sealer: All concrete that has either been sandblasted or retardant finished shall be sealed with a clear, penetrating concrete sealer. If efflorescence or alkali-staining in evident after the concrete has cured, lightly wash the aggregate surface with a mild muriatic acid solution (usually a 10: 1 dilution) that has been thoroughly rinsed with water and cleaned with diluted Lithochrome "Floor Cleaner" by L.M. Scofield or equal. Rinse again and dry thoroughly. After concrete mix has cured at least a month, the concrete surface shall be thoroughly washed with fresh, clean water. After surface is thoroughly dried, apply one coat of Aqua-Mix Penetrating Sealer (213) 946-6877, at the rate of 200 SF per gallon. Allow 24 hours before applying water to verify if water beads. If not. apply a light second coat. Refer to Aqua-Mix Specifications far complete instructions. " . ' A. Pre-emergent Herbicide: Surflan 3.07 FINISHING 3.08 FIELD QUALITY CONTROL B. Curing Compound: FS TT-C-800, Type 1, 30 percent solids; ASTM C309, Ashford Formula. C. Liquid Surface Sealer: ProSoCo Kure/Seal. D. Integral Color (Non-Immersion Conditions): L. M. Scofield Chromix. E. Patch Bond: Weld-Crete. F. Lithochrome color hardens: L.M. Scofield. 2.05 ADMIXTURES A. Air Entrainment: ASTM C260. B. Chemical Admixture: ASTM C494. 2.06 CONCRETE MIX A. Mix concrete in accordance with ASTM C94. B. Provide concrete with the fallowing characteristics: -Compressive Strength at 28 days: 2500 psi. C. Use accelerating admixtures in cold weather only when approved by Owner. Use of admixtures will not relax cold weather placement requirements. D. Use set-retarding admixtures during hot weather only when approved by Owner. E. Add air entraining agent to concrete mix for concrete work os necessary. Part 3 -EXECUTION 3.01 INSPECTION A. Verify compacted subgrade and/or base is ready to support paving and imposed loads. B. Verify gradients and elevations of base are correct. C. Beginning of installation means acceptance of existing conditions. 3.02 PREPARATION A. Moisten subgrade and/or base to minimize absorption of water from fresh concrete. B. Apply pre-emergent herbicide, per manufacturer's specifications, to soil surface below all areas to receive concrete. If using base material, apply to subgrade prior to installing base. C. Notify Landscape Architect and Owner minimum 24 hours prior to commencement of concreting operations. 3.03 FORMING A. Place and secure forms to correct location, dimension, and profile. Obtain layout approval prior to pour. B. Assemble formwork to permit easy stripping and dismantling without damaging concrete. Use of permanent concrete screed is permissible. C. Place joint fillers vertical in position, in straight lines. Secure to formwork during concrete placement. 3.04 REINFORCEMENT A. Place reinforcement. B. Interrupt reinforcement at expansion joints. C. Place reinforcement to achieve slab and curb alignment as detailed. D. Provide dowelled joints at interruptions of concrete with one end of dowel set in capped sleeve to allow longitudinal movement. 3.05 FORMED JOINTS A. Place expansion joints at 20 foot intervals unless otherwise shown to correct elevation and profile. Align curb, gutter, and sidewalk joints. B. Place expansion joint between paving components and building or other appurtenances. C. Provide control joints at maximum 5 foot intervals of paving unless otherwise shown. 3.06 PLACING CONCRETE A. Place concrete in accordance with ACI 301. B. Hot Weather Placement: ACI 301. SmithConsultingArchitects 884] RESEARCH DR SUITE 100 IRVINE• (A 12618 949,387.1313 RIDGHHOM A. See plan for finishes and finish locations. B. Curbs, Swales and Gutters: Light broom. C. Place curing compound on exposed concrete surfaces immediately after finishing. Apply in accordance with manufacturer's instructions. D. Finishes: 1. General - Compact and tamp concrete as specified herein (unless retardant finish is specified), to bring 3/8 inch of mortar to surface, float with wood screeds and floats only, and apply following finishes after surface by floating. Do not use steel or any plastic screeds, floats or "Fresno" for initial floating and screeding operations. 2. All concrete finishes shall be as listed on the Drawings. Finishes are as follows: a. Rough Trowel Swirl Finish - Provide rough trowel finish to slab surfaces. After placing slabs, consolidate surface by floating to a uniform, smooth, granular texture. b. Scratch Finish - Provide scratch finish to slab surfaces that are to receive mortar setting beds for precast tile pavers as noted on Drawings. c. Steel Trowel Finish - After surface water disappears and floated surface is sufficiently hardened, steel trowel and re-trowel to smooth, dense, hard finish. After concrete has set enough, re-trowel to a smooth, uniform finish free of trowel marks or other blemishes. Avoid excessive troweling that produces burned areas. d. Sandblast Finish - i. All work shall conform to applicable OSHA and EPA standards. 11. Contractor shall schedule this work to be executed with as little conflict with other trades as possible. If necessary, Contractor shall be responsible for the protection or masking of adjacent surfaces. iii. Test areas for sample of blasting will be established where surfaced will not be left exposed. Landscape Architect shall be present at time of sample blasting and approve the desired finish. iv. Care shall be taken to protect all adjacent surfaces from damage which are not receiving sandblasting. v. Sandblasting shall be accomplished using qualified workmen familiar with the proper technique, v1. Sandblasting work shall be by the dry-sand method, utilizing appropriate equipment and adequate air pressure. Abrasives shall be washed silica sand free from salt, clay or other foreign materials. Nozzle position during the operation shall be as determined in the making of the approved samples. vii. All concrete areas requiring patching shall be patched, with all rough spots and unevenness in the concrete surface ground smooth before the sandblasting operation is begun. viii. Wash down concrete sandblasted surfaces promptly to remove sand and dust. Upon completion, remove from site all surplus and waste materials. e. Retardant Finish - i. Concrete Mix Design: An extremelx coarse mixing contains the greatest possible percentage of 3/8" top size aggregate and a minimum amount of mixing water should be used. Aggregate/sand ratio to be 70% aggregate to 30% sand. ii. Preparatory Work: The concrete should be placed and consolidated so as to completely fill all spaces in the forms. Tampering will not be permitted because the aggregate must remain near the surface for later exposure. Apply a wood float finish which will permit 3/16" of aggregate exposure. iii. Application of Retarder: As soon as the following has been completed, apply the retarder and "Lithotex" by L.M. Scofield (213/725-7112; per Scofield's Application Instruction T-203.03. Once the retarder has been applied, cover the surface with plastic sheeting or curling paper to achieve deeper aggregate reveal. iv. Aggregate Exposure: The retarder should be removed between eight and twenty hours after placement by sandblasting or with a coarse-fibered or rust resistant wire scrub brush and jet of water. A clean sealer shall be applied so that the surface shall be covered after aggregate exposure with new, non-staining paper. f. Lithochrome color hardener: manufactured by L.M. Scofield Company. The grade shall be heavy duty. The color shall be per plan. Color-Hardened Concrete System: All concrete flatwork and adjacent vertical surfocP.s designated in the plans or specifications as having a colored and hardened surface shall be color-hardened with 'Lithochrome' color hardener, a dry-shake hardener manufactured by L.M. Scofield Company, Los Angeles CA 90040, (800) 222-4100, (213) 723-5258. It shall be applied per manufactures recommendations in accordance with Scofield s Tech-Data Bulletin A-104. The finish shall be as designated in the finish schedule. A. Field inspection and testing will be performed under provision of the UBC, current edition. B. Maintain records of placed concrete items, Record date, location of pour, quantity, air temperature, and test samples taken. 3.09 PROTECTION A. Immediately ofter placement, protect concrete under from premature drying, excessive hot or cold temperatures, and mechanical injury. END OF SECTION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DIVISION DATE L.A. EXP. REVIEWED BY: DATE BY DESCRIPTION APP'0 INSPECTOR DATE REVISIONS SPECIFICATIONS CARLSBAD RACEWAY LOT 16 3248 LIONSHEAD A VENUE CARLSBAD, CALIFORNIA 92010 APPROVED !~\~18\A (>D.~-~~ PLANNING DATE OWN BY 8.!IA PROJECT NO. DRAWING NO. RLA CHK0 BY SOP 16-02 493-4L FIELD BY SECTION 02811 LANDSCAPE IRRIGATION SYSTEM RECLAIMED WATER Note: In case of conflicts, City of Carlsbad Standard specifications shall take precedence. Part 1 -GENERAL 1.01 SUMMARY A. It is the intent of the specifications and drawings that the finished system is complete in every respect and shall be ready for operation satisfactory to the Owner. B. The work shall include all materials, labor, services, transportation, and equipment necessary to perform the work as indicated on the drawings, in these specifications, and as necessary to complete the contract. 1.02 CONSTRUCTION DRAWINGS A. Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc. which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc. as may be required to meet such conditions. Drawings are generally diagrammatic and indicative af the work to be installed. The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting, and architectural features. B. All work called for an the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. When an item is shown on the plans but not shown an the specifications or vice versa, it shall be deemed to be as shown on both. The Architect shall have final authority for clarification. When a conflict occurs between an item shown on the plan and as shown on the specifications, the Architect shall have final authority for clarification. C. The Contractor shall not wilfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of the Architect as soon as detected. In the event this notification is not performed, the Irrigation Contractor shall assume full responsibility for any revision necessary. 1.03 QUALITY ASSURANCE A. Provide at least one English speaking person who shall be present at all times during execution of this portion of the work and who shall be thoroughly familiar with the type of materials being installed and the manufacturer's recommended methods of installation and who shall direct all work performed under this section. B. Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturer of articles used in this contract furnishes directions covering points not shown in the drawings and specifications. C. All local, municipal and state laws, rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of these specifications, and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to conflict with any of the above rules and regulations of the same. However, when these specifications and drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the provisions of these specifications and drawings shall take precedence. D. All materials supplied for this project shall be new and free from any defects. All defective materials shall be replaced immediately at no additional cost to Owner. E. The Contractor shall secure the required licenses and permits including payments of charges and fees, give required notices to public authorities, verify permits secured or arrangements made by others affecting the work of this section. 1.04 SUBMITTALS A. Materials List: 1. After award of contract and before any irrigation system materials are delivered to the job site, submit to the Owner a complete list of all irrigation systems, materials, or processes proposed to be furnished and installed as part of this contract. 2. Show manufacturer's name and catalog number for each item, furnish complete catalog cuts and technical data, furnish the manufacturer's recommendations as to the method of installation. 3. No substitutions will be allowed without prior written acceptance by the Architect or Owner's authorized representative. 4. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. B. Substitutions: If the Irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the irrigation drawings and specifications, he may do so by providing the following information to the Architect or Owner's authorized representative for opproval. 1. Provide a written statement indicating the reason for making the substitution. 2. Provide catalog cut sheets, technical data, and performance information for each substitute item. 3. Provide in writing the difference in installed price if the item is accepted. 1.05 EXISTING CONDITIONS A. The Contractor shall verify and be familiar with the locations, size and detail of points of connection provided as the source of water, electrical supply, and telephone line connection to the irrigation system. B. Irrigation design is based on the available static water pressure shown on the drawings. Contractor shall verify static water on the project prior to the start of construction. Should o discrepancy exist, notify the Architect and Owner's authorized representative prior to beginning construction. C. Prior to cutting into the soil, the Contractor shall locate all cables, conduits, sewer septic tanks, and other utilities as are commonly encountered underground and he shall take proper precautions not to damage or disturb such improvements. If a conflict exists between such obstacles and the proposed work, the Contractor shall promptly notify the Architect and Owner who will arrange for relocations. The Irrigation Contractor will proceed in the same manner if a rock layer or any other such conditions are encountered. D. The Contractor shall protect all existing utilities and features to remain on and adjacent to the project site during construction. Contractor shall repair, at his own cost, all damage resulting from his operations or negligence. E. The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the plans. 1.06 INSPECTIONS A. The Contractor shall permit the Architect and Owner's authorized representative to visit and inspect at all times any part of the work and shall provide safe access for such visits. B. Where the specifications require work to be tested by the Contractor, it shall not be covered over until accepted by the Architect, Owner's authorized representative, and/or governing agencies. The Irrigation Contractor shall be solely responsible for notifying the Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. Should any work be covered without testing or acceptance, it shall be, if so ordered, uncovered at the Irrigation Contractor's expense. C. Inspections will be required for the following at a minimum: 1. System layout 2. Pressure test of irrigation main line (Four hours at 125 PSI or 120% of static water pressure, which ever is greater.) 3. Coverage test of irrigation system 4. Final inspection prior to start of maintenance period 5. Final acceptance D. Site observations and testing will not commence without the record drawings as prepared by the Irrigation Contractor. Record drawings must complete and up to date for each site visit. E. Work which fails testing and is not accepted will be retested. Hourly rates and expenses of the Architect, Owner's authorized representative, and governing agencies for reinspection or retesting will be paid by the Irrigation Contractor at no additional expense to Owner. 1.07 STORAGE AND HANDLING A. Use all means necessary to protect irrigation system materials before, during, and after installation and to protect the installation work and materials of all other trades. In the event of damage, immediately make all repairs and replacements necessary to the acceptance of the Landscape Architect and Owner and at no additional cost to the Owner. B. Exercise care in handling, loading, unloading, and storing plastic pipe and fittings under cover until ready to install. Transport plastic pipe only on a vehicle with a bed long enough to allow the pipe to lay flat to avoid undue bending and concentrated external load. 1.08 CLEANUP AND DISPOSAL A. Dispose of waste, trash, and debris in accordance with applicable laws and ordinances and as prescribed by authorities having jurisdiction. Bury no such waste material and debris on the site. Burning of trash and debris will not be permitted. The Contractor shall remove and dispose of rubbish and debris generated by his work and workmen at frequent intervals or when ordered to do so by the Owner's authorized representative. B. At the time of completion the entire site will be cleared of tools, equipment, rubbish and debris which shall be disposed of off-site in a legal disposal area. 1.09 TURNOVER ITEMS A. B. C. Record Drawings: 1. Record accurately on one set of contract drawings all changes in the work constituting departures from the original contract drawings. 2. The changes and dimensions shall be recorded in a legible and workmanlike manner to the satisfaction of the Architect or Owner's authorized representative. Prior to final inspection of work, submit record drawings to the Architect or Owner's authorized representative. 3. Dimensions from/to permanent points of reference such as buildings, sidewalks, curbs, etc. shall be shown. Dato on record drawings shall be recorded on a day to day basis as the project is being installed. All lettering on drawings shall be minimum 1 /8 inch in size. 4. Show locations and depths of the following items: a. Point of connection (including water meters, bockflow preventors, master control valves, etc.) b. Routing of sprinkler pressure lines (dimensions shown at a maximum of 100 feet along routing and at all changes in direction) c. Gate valves d. Automatic remote control valves e. Quick coupling valves f. Routing of control wires g. Irrigation controllers h. Related equipment (as may be directed) 5. Maintain record drawings on site at all times. Upon completion of work, transfer all as-built information and dimensions to a clean set of bond prints, using red, waterproof ink and submit ta the Landscape Architect. Landscape Architect shall be responsible for drafting the final as-built plans, based on dimensions provided by the Contractor, and submitting to the City for review, approval ond signature prior to release of securities. Controller Charts: 1. Record drawings must be approved by Architect and/or Owner's authorized representative before charts are prepared. 2. Provide one controller chart for eoch automatic controller. Chart shall show the area covered by the particular controller. 3. The chart is to be a reduced copy of the actual "record" drawing. In the event the controller sequence is not legible when the drawing is reduced, it shall be enlarged to a readable size. 4. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 5 mils in thickness. Operation and Maintenance Manuals: 1. Two individually bound copies of operation and maintenance manuals shall be delivered to the Architect or Owner's authorized representative at least 10 calendar days prior to final inspection. The manuals shall describe the material nstalled and the proper operation of the system. 2. Each complete, bound manual shall include the following information: a. Index sheet stating Contractor's address and telephone number, duration of guarantee period, list of equipment including names and addresses of local manufacturer representatives. b. Operating and maintenance instructions for all equipment. c. Spare parts lists and related manufacturer information for all equipment. SmithConsultingArchitects 1. 2. the D. Equipment: Supply as a part of this contract the following items: a. Two (2) wrenches for disassembly and adjustment of each type of sprinkler head used in the irrigation system. b. Three 30-inch sprinkler keys for manual operation of control valves. c. Two keys for eoch automatic controller. d. Two quick coupler keys with a 3/4" bronze hose bib, bent nose type with hand wheel and two coupler lid keys. e. One valve box cover key or wrench. f. One 5-foot tee wrench for operating butterfly valves (if used). g. Six extra sprinkler heads of each size and type. The above equipment shall be turned over to Owner's authorized representative at final inspection. 1.10 COMPLETION A. At the time of the pre-maintenance period inspection, the Landscape Architect, Owner's authorized representative, and governing agencies will inspect the work, and if not accepted, will prepare a list of items to be completed by the Contractor. At the time of the post-maintenance period or final inspection the work will be reinspected and final acceptance will be in writing by the Architect, Owner's authorized representative, and governing agencies. B. The Owner's authorized representative shall have final authority on all portions of the work. C. After the system has been completed, the Contractor shall instruct Owner's authorized representative in the operation and maintenance of the irrigation system and shall furnish a complete set of operating and maintenance instructions. D. Any settling of trenches which may occur during the one-year period following acceptance shall be repaired to the owner's satisfaction by the Contractor without any additional expense to the owner. Repairs shall include the complete restoration of all damage to planting, paving or other improvements of any kind as a result of the work. 1.11 GUARANTEE A. The entire sprinkler system, including all work done under this contract, shall be unconditionally guaranteed against all defects and fault of material and workmanship, including settling of backfilled areas below grade, for a period of one (1) year following the filing of the Notice of Completion. Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no additional expense to owner within ten (10) calendar days of receipt of written notice from Owner. When the nature of the repairs, as determined by the Owner, constitutes an emergency (i.e. broken pressure line) the Owner may proceed to make repairs at the Contractor's expense. Any and all damages to existing improvement resulting either from faulty materials or workmanship, or from the necessary repairs to correct same, shall be repaired to the satisfaction of the Owner by the Contractor, all at no additional cost to the Owner. B. Guarantee shall be submitted on Contractors own letterhead as follows: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse, or neglect excepted. We agree to repair or replace any defective material during the period of one year from date of filing of the Notice of Completion and also to repair or replace ony damage resulting from the repairing or replacing of such defects at no additional cost to the owner. We shall make such repairs or replacements within 10 calendar days following written notification by the owner. In the event of our failure to make such repairs or replacements within the time specified after receipt of written notice from owner, we authorize the owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand. PROJECT NAME: PROJECT LOCATION: CONTRACTOR NAME: ADDRESS: TELEPHONE: SIGNED: DATE: Part 2 -MATERIALS 2.01 SUMMARY Use only new materials of the manufacturer, size and type shown on the drawings and specifications. Materials or equipment installed or furnished that do not meet Architect's, Owner's, or governing agencies standards will be rejected and shall be removed from the site at no expense to the Owner. 2.02 PIPE A. B. C. D. Pressure supply line from point of connection through basket strainer unit shall be Type "K" copper or brass pipe. Pressure supply lines 2 inches in diameter and up to 3 inches in diameter downstream of basket strainer unit shall be Class 315 solvent weld PVC. Piping shall conform to ASTM 02241. Non-pressure lines 3/4 inches in diameter and larger downstream of the remote control valve shall be Class 200 PVC. Non-pressure lines 1" and larger to conform to ASTM D2241. Reclaimed water PVC pipe to be color coded "purple" in color and marked on two sides with reclaimed water warning statements "CAUTION -RECLAIMED WATER". Reclaimed water piping must be accepted by the local reclaimed water governing agencies. Reclaimed water PVC pipe shall use standard Sch. 40 PVC fittings. Reclaimed Water PVC pipe to be Brown line "Alertline" or equal. 2.03 METAL PIPE AND FITTINGS A. Brass pipe shall be 85 percent red brass, ANSI, IPS Standard 125 pounds, Schedule 40 screwed pipe. B. Fittings shall be medium brass, screwed 125-pound class. C. Copper pipe and fittings shall be Type "K" sweat soldered. 2.04 PLASTIC PIPE AND FITTINGS A. Pipe shall be marked continuously with manufacturer's name, nominal pipe size, schedule or class, PVC type and grade, National Sanitation Foundation approval, Commercial Standards designation, and dote of extrusion. B. All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASTM D2241 or ASTM D1784. C. All PVC fittings shall be standard weight Schedule 80 for constant-pressure mainline fittings and Schedule 40 for non-pressure lateral fittings and shall be injection molded of an improved virgin PVC fitting compound. Slip PVC fittings shall be the "deep socket" bracketed type. Threaded plastic fittings shall be injection molded. All tees and ells shall be side gated. All fittings shall conform to ASTM D2466 and D2467. D. All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM D1785. E. All solvent cementing of plastic pipe and fittings shall be a two-step , process, using primer and solvent cement ~pplied per the manufacturers recommendations. Cement shall be of a fluid consistency, not gel-like or ropy. Solvent cementing shall be in conformance with ASTM D2564 and ASTM D2855. F. When connection is plastic to metal, female adapters shall be hand tightened, plus one turn with a strap wrench. Joint compound shall be non-lead base Teflon paste, tape, or equal. 2.05 BASKET STRAINER A. The basket strainer unit shall be of the manufacturer, size, and type indicated on the drawings. B. The basket strainer unit shall be installed in accordance with the requirements set forth by local codes. 2.06 VALVES A. Gate Valves: 1. Gate valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Gate valve shall hove threaded ASTM B-62 bronze body, bonnet and wedge, silicon bronze stem, and malleable iron handwheel. 3. All Gate valves shall have a minimum working pressure of not less than 150 psi and shall conform to AWWA standards. B. Quick Coupler Valves: 1. Quick coupler valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Quick coupler valves shall be brass with a wall thickness guaranteed to withstand normal working pressure of 150 psi without leakage. Valves shall have 3/ 4 female threads opening at base, with two-piece body. Valves to be operated only with a coupler key, designed for that purpose. Coupler key is inserted into valve and a positive, watertight connection shall be made between the coupler key and valve. Hinge cover shall be the locking type constructed of brass with a rubber-like vinyl cover. Vinyl quick coupler cover to be purple in color with the words "WARNING -RECLAIMED WATER -DO NOT DRINK" permanently marked on the lid. C. Automatic Control Valves: 1. Automatic control valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Automatic control valves shall be electrically operated. D. Anti-drain Valves: 1. Anti-drain valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Anti-drain valves shall have 18-8 stainless steel springs and valve stems with Buna-N seals. 3. Anti-drain valves will have threaded connections the size of the riser or pipe they are to be installed onto, or the next available size. No slip connection anti-drain valves are allowed. 2.07 VALVE BOXES A. B. C. Valve boxes shall be fabricated from a durable, Weather-resistant plastic material resistant to sunlight and chemical action of soils. The valve box cover shall be purple in color and permanently marked with the words "WARNING -RECLAIMED WATER -DO NOT DRINK". Valve box cover shall be secured with a hidden latch mechanism or bolts. The cover and box shall be capable of sustaining a load of 1,500 pounds. CONTINUED ON NEXT SHEET APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DIVISION 8141 RESEARCH DR SUITE ZOO IRVlnE • [A g261B 749,381,1323 RIDGHHOM L.A. EXP. REVIEWED BY, INSPECTOR DATE DATE BY DESCRIPTION APP'D DATE REVISIONS SPECIFICATIONS CARLSBAD RACEWAY LOT 16 3248 LIONSHEAD A VENUE CARLSBAD, CALIFORNIA 92010 I APPROVED !~\ q: (:i\.,9-\t IP . 2 .. ,-,.1 <.a DATE PLANt-llNG OWN BY l,,f\A PROJECT NO. DRAWING NO. RLA CHKD BY SOP 16-02 493-4L FIELD BY 2.08 D. Valve box extensions shall be by the same manufacturer as the valve box. E. Automatic control valve boxes shall be 16"x11"x12" rectangular size. Valve box covers shall be marked "RCV" with the valve identification number "heat branded" onto the cover in 2 inch high letters/numbers. F. Gate valve and quick coupler valve boxes shall be 1 o" circular size. Valve box covers shall be marked with either "GV" or "QCV" "heat branded" onto the cover in 2-inch high letters/numbers. A. B. AU TOMA TIC CONTROLLER Automatic controller shall be of the manufacturer, size, and type indicated on the drawings. Automatic controller enclosures type indicated on the drawings. ventilated and waterproof. shall be of the manufacturer, size, and Enclosure shall be vandal-resistant, 2.09 ELECTRICAL A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior in stal lotions. B. All electrical work shall conform to local codes and ordinances. 2.10 LOW VOLTAGE CONTROL WIRING A. Remote control wire shall be direct-burial AWG-UF type, size as indicated on the drawings, and in no case smaller than 14 gauge. B. Connections shall be either epoxy-sealed packet type or Penn-Tite connectors. C. Ground wires shall be white in color. Control wires shall be red (where two or more controllers are used, the control wires shall be a different color for each controller. These colors shall be noted on the "Record Drawings" plans located on controller door). 2.11 IRRIGATION HEADS A. Sprinkler heads shall be of the manufacturer, size, type, with radius of throw, operating pressure, and discharge rate indicated on the drawings. B. Pop-up heads and riser heads shall be used as indicated on the drawings. C. Pop-up heads and gear driven rotors used on reclaimed water systems shall have a color coded purple cap with reclaimed water warnings embossed on the top surface. Riser heads shall have a self adhesive reclaimed water sticker placed on the riser directly below the sprinkler body. All reclaimed water warnings shall be in English and Spanish and have the international symbol for "Do Not Drink". All reclaimed water warnings shall be as required by the local water utility. 2.12 MISCELLANEOUS EQUIPMENT Part 3 Rain sensor shall be of the manufacturer, size, and type indicated on the drawings. EXECUTION 3.01 SITE CONDITIONS A. Inspections: 1. Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence. 2. Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations, the original design, the referenced standards, and the manufacturer's recommendations. B. Discrepancies: 1. In the event of discrepancy, immediately notify the Architect or Owner's authorized representative. 2. Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved. C. Grades: 1. Before starting work, carefully check all grades to determine that work may safely proceed, keeping within the specified material depths with respect to finish grade. 2. Final grades shall be accepted by the Engineer before work on this section will be allowed to begin. D. Field Measurements: E. F. 1. Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. Contractor shall coordinate the installation of all irrigation materials with all ather work. 2. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior ta proceeding with work under this section. 3. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities which are caused by his operations or neglect. Diagrammatic Intent: The drawings are essentially diagrammatic. The size and location of equipment and fixtures are drawn to scale where possible. Provide offsets in piping and changes in equipment locations as necessary to conform with structures and to avoid obstructions or conflicts with other work at no additional expense to Owner. Layout: 1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads, valves, backflow preventer, and automatic controller. 2. Layout irrigation system and make minor adjustments required due ta differences between site and drawings. Where piping is shown an drawings under paved areas, but running parallel and adjacent to planted areas, install the piping in the planted areas. 3.02 3.03 3.04 G. H. A. B. C. D. E. A. B. Water Supply Connections to, or the installation of, the water supply shall be at the locations shown an the drawings. Minor changes caused by actual site conditions shall be made at no additional expense to Owner. Electrical Service: 1. Connections to the electrical supply shall be at the locations shown on the drawings. Minar changes caused by actual site conditions shall be made at no additional expense to Owner. 2. Contractor shall make 120 volt connection ta the irrigation controllers. Electrical power source to controller locations shall be provided by others. TRENCHING Excavations shall be straight with vertical sides, even grade, and support pipe continuously an bottom of trench. Trenching excavation shall follow layout indicated on drawings to the depths below finished grade and as noted. Where lines occur under paved area, these dimensions shall be considered below sub grade. Provide minimum cover of 24 inches on pressure supply lines 2 ½ inches and smaller. Provide minimum cover of 18 inches for control wires. Provide minimum cover of 12 inches for non-pressure lines. Pipes installed in a common trench shall have a 6 inch minimum space between pipes. BACKFILLING Backfill material on all lines shall be the same as adjacent soil free of debris, litter, and rocks over ½-inch in diameter. Backfill shall be tamped in 4-inch layers under the pipe and uniformly on both sides for the full width of the trench and the full length of the pipe. Backfill materials shall be sufficiently damp ta permit thorough compaction, free of voids. Backfill shall be compacted to dry density equal to adjacent undisturbed soil and shall conform to adjacent grades. C. Flooding in lieu of tamping is not allowed. D. E. A. B. C. Under no circumstances shall truck wheels be used to compact backfill. Provide sand backfill a minimum of 6 inches over and under all piping under paved areas. PIPING Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving is permitted under asphalt pavement. Cutting or breaking of existing pavement is not permitted. Carefully inspect all burrs and reaming. verification. pipe and fittings before installation, removing dirt, scale, Install pipe with all markings up for visual inspection and D. Remove all dented and damaged pipe sections. E. All lines shall have a minimum clearance of 6 inches from each other and 12 inches from lines of other trades. F. Parallel lines shall not be installed directly aver each other. G. In solvent welding, use only the specified primer and solvent cement and make all joints in strict accordance with the manufacturer's recommended methods including wiping all excess solvent from each weld. Allow solvent welds at least 15 minutes setup time before moving or handling and 24 hours curing time before filling. H. PVC pipe shall be installed in a manner which will provide for expansion and contraction as recommended by the pipe manufacturer. I. Centerlaad all plastic pipe prior ta pressure testing. J. All threaded plastic-to-plastic connections shall be assembled using Teflon tape. K. For plastic-to-metal connections, work the metal connections first. Use a non-hardening pipe dope an all threaded plastic-to-metal connections, except where noted otherwise. All plastic-to-metal connections shall be made with plastic female adapters. L. All solvent weld mainline piping is to be secured with minimum one cubic foot thrust blocks at all directional changes. Bell and gasket pipe to have a Leemco joint restraint system installed on all fittings in lieu of thrust blocks. 3.05 CONTROLLER A. The exact location of the controller shall be approved by the Landscape Architect or Owner's authorized representative before installation. The electrical service shall be coordinated with this location. B. The Irrigation Contractor shall be responsible for the final electrical hook up to the irrigation controller. C. The irrigation system shall be programmed to operate during the periods of minimal use of the design area or in accordance with the irrigation schedule provided. 3.06 CONTROL WIRING A. Low voltage control wiring shall occupy the same trench and shall be installed along the same route as the pressure supply lines whenever possible. B. Where more than one wire is placed in a trench, the wiring shall be taped together in a bundle at intervals of 10 feet. Bundle shall be secured to the mainline with tape at intervals of 20 feet. SmithConsultingArchitects C. D. E. All connections shall be of an approved type and shall occur in a valve box. Provide an 18 inch service loop at each connection. An expansion loop of 12 inches shall be provided at each wire connection and/or directional change, and one of 24 inches shall be provided at each remote control valve. A continuous run of remote control valve. prior approval. wire shall be used between a controller and each Under no circumstances shall splices be used without F. Pull boxes for the low voltage control wires shall be provided at a spacing of 480 feet on center along the wire route. An expansion loop of 24 inches shall be provided at each control wire pull box. 3.07 VALVES A. Automatic control valves, manual valves, gate valves, and ball valves are to be installed in the approximate locations indicated on the drawings. B. Valve shall be installed in shrub areas whenever possible. C. Install all valves as indicated in the detail drawings. D. Valves to be installed in valve boxes shall be installed one valve per box. 3.08 VALVE BOXES A. Valve boxes shall be installed in shrub areas whenever possible. B. Each valve box shall be installed on a foundation of 3/ 4 inch gravel backfill, 3 cubic feet minimum. Valve boxes shall be installed with their tops ½-inch above the surface of surrounding finish grade in lawn areas and 2 inches above finish grade in ground cover areas. 3.09 BASKET STRAINER A. Install basket strainer unit as indicated in the detail drawings. B. Install basket strainer at location approved in the field and at height required by local codes. 3.10 SPRINKLER HEADS A. Sprinkler heads shall be installed as indicated on the drawings. B. Spacing of heads shall not exceed maximum indicated on the drawings. C. Riser nipples shall be of the same size as the riser opening in the sprinkler body. D. Pop-up sprinkler heads shall not be installed using side outlet openings. 3.11 MISCELLANEOUS EQUIPMENT A. Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard practices. B. Quick coupler valves shall be set approximately 12 inches from walks, curbs, header boards, or paved areas where applicable. C. Unless designed as an integral part of the irrigation head, anti-drain valves will be installed under every head. The anti-drain valve will be the same diameter as the riser and be integral to the riser assembly. D. Install rain sensors as indicated on the drawings and as recommended by the manufacturer. 3.12 FLUSHING THE SYSTEM A. Prior ta installation of sprinkler nozzles, the valves shall be opened and a full head of water used to flush out the lines and risers. B. Sprinkler nozzles shall be installed after flushing the system has been completed. 3.13 ADJUSTING THE SYSTEM A. Contractor shall adjust valves, align heads, and check coverage of each system prior ta coverage test. B. If it is determined by the Architect or Owner's authorized representative that additional adjustments or nozzle changes will be required ta provide proper coverage, all necessary changes or adjustments shall be made prior to on y planting. C. The entire system shall be operating properly before any planting operations commence. D. Automatic control valves are to be adjusted so that the sprinkler heads operate at the pressure recommended by the manufacturer. 3.14 TESTING AND OBSERVATION A. Do not allow or cause any of the work of this section to be covered up or enclosed until it has been observed, tested and accepted by the Architect, Owner, and governing agencies. B. The Contractor shall be solely responsible for notifying the Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready far testing. C. When the sprinkler system is completed, the Contractor shall perform a coverage test of each system in its entirety to determine if the water coverage for the planted areas is complete and adequate in the presence of the Architect. D. E. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from the plans, or where the system has been wilfully installed as indicated on the drawings when it is obviously inadequate, without bringing this to the attention of the Architect. This test shall be accepted by the Architect and accomplished before starting any planting. Final inspection will not commence without record drawings as prepared by the Irrigation Contractor. 3.15 MAINTENANCE During the maintenance period the Contractor shall adjust and maintain the irrigation system in a fully operational condition providing complete irrigation coverage to all intended plantings. 3.16 COMPLETION CLEANING Clean-up shall be made as each portion of the work progresses. Refuse and excess dirt shall be removed from the site, all walks and paving shall be broomed, and any damage sustained on the work of others shall be repaired to original conditions. END OF SECTION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DIVISION DATE L.A. EXP. REVIEWED BY, 8841 RESEARCH DR SUllE 200 IRVIHE • CA 92,JB DATE BY DESCRIPTION APP'D 949.337.1373 INSPECTOR DATE REVISIONS RIUGElHOM SPECIFICATIONS CARLSBAD RACEWAY LOT 16 3248 LIONSHEAD A VENUE CARLSBAD, CALIFORNIA 92010 APPROVED ~~ ~ ~\-oJI I@--Z.."i°•\1.c;, PLANNING DATE DWN BY ~A PROJECT NO. DRAWING NO. CHKD BY RLA SDP 16-02 493-4L r!ELO BY SECTION 02950 LANDSCAPE PLANTING Part 1 -GENERAL 1.01 WORK INCLUDED A. Sail Preparation. B. Planting. C. Staking. D. Sodding. E. Clean up. 1.02 RELATED WORK A. Section 02811 1.03 QUALITY ASSURANCE A. Source Quality: Landscape Irrigation System. 1. Submit documentation at least 60 days prior to planting that all plant materials are available. Materials are subject to inspection after confirmation of ordering. 2. Materials are subject to inspection at place of growth and upon delivery, for conformity to specifications. Inspection, approval and rejection can also take place at other times during progress of work. 3. Request, in writing, inspection of plant materials at place of growth. Identify place of growth, and quantity of plants to be inspected. 4. As described in the planting notes for tree tagging, the Architect may opt to either visit the tree nursery or review photographs submitted by the Contractor. In either case visit the nursery and select trees conforming to specifications prior to review by the Architect. 1.04 SUBMITTALS A. Prior to installation submit for review and approval specifications and product information on items being used on project. Submit bound with list of items as cover sheet. Conform to Section 01300. 1.05 DELIVERY, STORAGE AND HANDLING A. Deliver fertilizer to site in original unopened containers bearing manufacturer's guaranteed chemical analysis, name, trade mark, and conformance to State law. B. Provide copies of receipts for all amendments specified in these specifications or in the Soils Report. C. Deliver plants with legible identification labels. Lobel trees, evergreens, bundles of containers of like shrubs and groundcover plants. State correct plant name and size indicated on plant list. Use durable waterproof labels with water-resistant ink which will remain legible for at least 60 days. D. Protect plant material during delivery to prevent damage to root ball or desiccation of leaves. E. Notify Architect 7 days in advance of delivery of plant materials and submit itemization of plants in each delivery. F. Store plants in shade and protect from weather. G. Maintain and protect plant material in a healthy, vigorous condition. H. Exercise care in handling, loading, unloading and storing of plant materials. Replace damaged materials. 1.06 JOB CONDITIONS A. Perform actual planting only when weather and soil conditions are suitable in accordance with locally accepted practice. B. Coordinate this work of this section with installation of underground irrigation system, utilities, piping and watering heads. 1.07 SAMPLES AND TESTS A. Architect reserves the right ta take and analyze samples of materials for conformity to specifications. Provide samples for testing upon request. Remove rejected materials from site immediately upon rejection at no additional cost. Testing costs will be paid for by Owner if materials prove to be in compliance with specifications. B. Prior to amending soils, contractor shall hove soil tested for agricultural suitability as described in planting notes. C. Provide 1 cubic foot sample of medium grind topping mulch to Architect for review and approval. 1.08 GUARANTEE A. Guarantee materials against poor, inadequate, diseased and inferior materials and workmanship for one year after 90 day maintenance agreement expiration. Part 2 -PRODUCTS 2.01 MATERIALS A. The following organic, soil amendments and fertilizer are to be used for bid purposes only. Specific amendments and fertilizer will be selected and specified after rough grading operations are complete and Contractor has had soil samples tested. B. Provide standard, approved and first-grade quality materials, in prime condition when installed and accepted. Deliver commercially processed and packaged material in manufacturer's unopened containers bearing the manufacturer's guaranteed analysis. Supply a sample of all supplied materials accompanied by analytical data from an approved laboratory source illustrating compliance, or bearing the manufacturer's guaranteed analysis. C. Organic Amendment: 1. Nitrogen Stabilized: 0.56 to 0.84 percent N based on dry weight for wood residual or rice hulls. 2. Particle Size: 95 to 100 percent passing 6.35 mm standard sieve; 80 to 100 percent passing 2.33 mm standard sieve. 3. Salinity: Ensure that saturation extract conductivity does not exceed 3.5 millimohs per centimeter at 25 degrees C. as determined by saturation extract method. 4. Iron Content: Minimum 0.08 percent dilute acid soluble Fe on dry weight basis. 5. Ash: 0 to 6 percent dry weight. D. Soil Amendment: 1. Soil Sulfur: Agricultural grade sulfur containing minimum of 99 percent sulfur expressed as elemental. 2. Iron Sulfate: 20 percent iron expressed as metallic iron, derived from ferric and ferrous sulphate, 10 percent sulfur expressed as elemental. 3. Calcium Carbonate: 95 percent lime as derived from oyster shells. 4. Gypsum: Agricultural grade product containing 98 percent minimum calcium sulphate. E. Fertilizer: 1. Planting Fertilizer: pelleted or granular form consisting of the following percents by weight and mixed by commercial fertilizer supplier: 6-nitrogen, 20-phosphoric acid, 20-potash. 2. Planting Tablets: Provide slow-release type with potential acidity of not more than 5 percent by weight containing the following percents by weight of nutrients listed: 20-nitrogen, 10-phosphoric acid, 5-potash, 2.6-combined calcium, 1.6-combined sulphur, 0.35-iron elemental from ferrous sulfate. Provide in 21 gram tablets manufactured by Agriform, or other approved. 3. Hydroseeding Fertilizer: provide ammonium phosphate which consists af the following percent by weight and mixed by a commercial fertilizer supplier: 16-nitrogen, 20-phosphoric acid, 0-potash. 4. Pre-Sod fertilizer: Provide type consisting of the following percents by weight and mixed by a commercial fertilizer supplier: 16-hydrogen, 20-phosphoric acid, 8-potosh. 5. Sulphate of potash: 0-0-50. 6. Single super-phosphate: Commercial product containing 18 to 20 percent available Phosphoric Pentoxide, or other approved. 7. Urea formaldehyde: 38-0-0. 8. Hydroseeding fertilizer: provide amonium phosphate which consists of the following percent by weight and mixed by a commercial fertilizer supplier: 16-nitragen, 20-phosphoric acid, 0-potash. F. Import or Amended Top Soil: Ensure silt plus clay content of top soil does not exceed 20 percent by weight, with a minimum 95 percent passing the 2.0 mm sieve. Do not allow the sodium absorption ratio SAR to exceed 6. The electrical conductivity (ECE) of the saturation extract cannot exceed 3.0 millimohs per centimeter at 25 degrees C. Ensure boron content is less than 1 part per million as measured on the saturation extract. To ensure compliance with these requirements, submit samples of soil for analysis prior to, and following backfilling. G. Plant Materials: 1. Provide plant materials in accordance with State Department of Agriculture's regulation for nursery inspections, rules and ratings. Provide plants with a normal habit of growth, sound, healthy, vigorous and free from insect infestations, plant diseases, sunscalds, and other disfigurements. Ensure tree trunks are sturdy and have well hardened systems and vigorous and fibrous root systems which are not root or pot-bound. In the event of disagreement as to condition of root system, the root conditions of the furnished plants in containers will be determined by removal of earth from the roots of not less than two plants, or more than 2 percent of the total number of plants of each species or variety. Where container grown plants are from several sources, roots of not less than two plants of each species or variety from each source will be inspected. In the event that the sample plants inspected are found to be defective, the entire lot or lots of plants represented by the defective samples may be rejected. Plants rendered unsuitable for planting due to this inspection will be considered samples and will be provided at no cost to the Owner. 2. Size of plants will correspond with that normally expected for species and variety of commercially available nursery stock or as specified on drawings. The minimum acceptable size of plants measured before pruning with the branches in normal position, must conform with the measurements specified in plant list. If approved by The Owner, larger sized plants may be used, but without additional cost. If larger plants are approved for use, the ball of earth or spread of roots for each plant will be increased proportionately. 3. Plants not meeting requirements of these specifications are considered to be defective whether in place or not. They must be immediately removed and replaced with new acceptable and approved plants of the required size, species and variety at no additional cost to the Owner. 4. Pruning: Do not prune, trim, top or alter the shape of trees or plants except as approved. 5. Provide plant material true to botanical and common name and variety as specified in Annotated Checklist of Woody Ornamental Plants in California, Oregon and Washington, published by University of California School of Agriculture (latest edition). 6. Nursery Grown and Collected Stock: Grow under climatic conditions similar to those in locality of project; container-grown stock in vigorous, healthy condition, not root-bound or with root system hardened off. Use only liner stock plant material which is well established in removable containers or formed homogeneous soil sections. 7. Sod: Provide Marathon II or approved equal. 8. Select trees which are aesthetically desirable and are good examples of the species. Trees with gashes, misshapen trunks or branches, topped leaders, structural defects, badly crossed branches, or other visual defects will not be accepted. 9. Seed: Label seed and provide in sealed containers with signed copies from vendor certifying that each container is fully labeled in compliance with State Agricultural Code and is in compliance with minimum requirements of these specifications. Wet, moldy or damaged seed will not be permitted. Provide seed mix per plan. H. Hydroseeding Fiber Mulch: Provide Hydro-mulch as manufactured by Conwed, or other approved equal, composed of wood cellulose fiber and containing no germination or growth inhibiting factors. Ensure a consistent texture whichdisperses evenly and remains suspended in agitated water. Provide with a temporary green dye and the following percentage property analysis: moisture content 9 plus or minus 0.8; 3 o.d. basis; organic matter 99.2 plus or minus 0.8; ash content 0.8 plus or minus 0.2; pH 4.8 plus or minus 0.5; water holding capacity (grams of H20 per 100grams of fiber) 1150 minimum. I. Hydroseeding Additive (Binder): Provide Ecology Control-M-Binder organic seeding additive. J. Guying and Staking Materials: 1. Wood Tree Stakes: lodge pole pine, full treated with Coppernaphthanate Wood Preservative in strict accordance with FS TT-W-572 Type I, Composition B, 2 inch minimal normal size diameter by 10 feet long, no split stakes. SmithConsultingArchitects 2. Ties: Provide rigid tie stock No. CT, size corresponding to tree box size as manufactured by Vil Company or other approved. K. Tree Paint: Provide Morrison Tree Seal, Cabot Tree Paint, or other approved. L. Water: Provide clean, potable water. M. Mulch: Provide dark brown, medium grind bark, consisting of organic, fibrous, woody bark mixture of varied particle size such that 90 to 100 percent passes 1 inch sieve, 80 to 100 percent passes 1/2 inch sieve, and 20 to 60 percent passes 1/4 inch sieve, or approved equal. Mulch shall be free of contaminants and weed seed and shall have a pleasant musty or moldy soil-like odor. Putrid, ammonia and sour-smelling materials will be deemed unacceptable. Recycled construction materials will not be permitted. N. Wood Headerboards: 1. Provide 2-inch by 4-inch pressure treated Douglas fir or redwood construction grade headerboards. Make splices with 1-inch by 4-inch pieces no less than 12 inches long. Place 1-inch by 3-inch by 16-inch stakes at intervals of not more than 5 feet. Cut stakes level and set below top of headerboards. 2. On sharp turns and curves, four ½-inch by 4-inch laminated boards, or two 1-inch by 4-inch laminated boards may be permitted. 3. Nail stakes and splices with galvanized common nails. Nail as required for solid installation. 4. Provide header as shown on drawings, laid true to line and grade, protect in-place adjacent improvements, shrubbery and other properties. Place stakes on ground cover side of header. 0. Sand: Provide washed silica sand. P. Root Barrier: UB24-2 by Deep Root Corp., (800)458-7668. Install at all trees within 5' of concrete paving, curbs or mow strips, or as shown on plans. Install barrier with vertical ribs facing toward the tree and with the top edge ½" above finish grade. Part 3 -EXECUTION 3.01 INSPECTION A. Obtain certification that final grades to 1/10 foot have been established prior to commencing landscaping operations. Provide for inclusion of all amendments, settling, etc. Be responsible for shaping all planting areas as indicated on drawings or as required. B. Inspect trees, shrubs and liner stock plant material for injury, insect infestation and trees and shrubs for improper pruning. C. Do not begin planting of trees until deficiencies are corrected or plants replaced. 3.02 PREPARATION A. Soil Preparation: 1. After proper finished grades have been verified or established, cross-rip all planting areas ta a depth of 12", condition and fertilize soil in accordance with recommendations of soil testing laboratory and as approved by Owner. The following is for bid purposes only. Uniformly spread and cultivate amendments thoroughly by means of mechanical tiller into top 6 inches of soil. Application rates per 1,000 square feet: Nitrogen stabilized organic amendment 4 cubic yards 16-16-16 Commercial Fertilizers 15 lbs. Agricultural gypsum 100 lbs. Soil sulphur 20 lbs. 2. At time of planting, ensure that top 2 inches of all areas to be planted or seeded are free of stones, stumps, and other deleterious matter 1 inch in diameter or larger, and free from wire, plaster, concrete, wood, and similar materials which would cause hindrance to planting or maintenance. B. Final Grades: Make minor modifications to grade as may be necessary to establish required final grade. Ensure that finish grade provides proper drainage of the site and surface drainage is away from building. Final grades are to be 1 inch below adjacent paved areas, sidewalks, valve boxes, headers, clean-outs, drains, manholes, etc., or as shown on drawings or required by City. Eliminate erosion scars prior to commencing maintenance period. 3.03 PLANTING INSTALLATION A. General: 1. Perform actual planting only during those periods when weather and soil conditions are suitable and in accordance with locally accepted practice, as approved. 2. Distribute in planting areas only as many plants as can be planted and watered that same day. 3. Ensure that containers which are opened and plants removed are handled with care such that ball of earth surrounding roots is not broken and that plants are planted and watered immediately. Do not open containers prior to placing plants in planting areas. 4. The irrigation system shall be operational and approved prior to planting. B. Pre-Plant Weed Control: 1. Use a non-selective systemic contact herbicide as recommended and applied by an approved licensed landscape pest control advisor and applicator. Leave sprayed plants intact for at least 15 days. 2. Clear and remove these existing weeds by mowing or grubbing off all plant ports at least 2 inches below surface of soil over entire areas to be planted. 3. After irrigation system is operational, apply water for 10 days as needed to achieve weed germination. Apply contact herbicides and wait as needed before planting. Repeat as required. 4. Maintain weed free site until acceptance by Owner. C. Lay-Out: Mark locations for plants and outlines of areas to be planted before any plant pits are dug. Gain City approval. If underground construction or utility lines are encountered in the excavation of planting areas, other locations for planting may be selected by Owner. Accomplish layout with flogged grade stakes indicating plant names and specified container size on each stake. Confirm location and depth of underground utilities and obstructions. D. Planting of Trees and Shrubs: 1. Strip and stack approved excavation for planting which is encountered within areas for trenches, tree holes, plant pits and planting beds. 2. Remove from site excess soil generated from planting holes and not used for backfilling. 3. Protect areas from excessive compaction when trucking plants or other materials to planting areas. 4. Provide excavated holes with vertical sides with roughened surfaces and of a size twice the diameter and 1-1 /2 times the depth of the root ball for all trees and shrubs. 5. Cut cans on two sides with acceptable can cutter only. Do not injure root ball. Superficially loosen edge roots on three sides after removing from can. 6. Remove bottom of plant boxes before planting. Remove sides without damage to root ball after positioning plant and partially backfilling. 7. Center plant in pit or trench. 8. Face plants with fullest growth into prevailing wind. 9. Set plant plumb and hold rigidly in position until soil has been firmed around ball or roots. 10. Backfill container plants with: 6 parts by volume on-site soil 4 parts by volume organic amendment 1 pound 6-20-20 fertilizer mix/cu. yd. of mix 2 pounds iron sulfate per cubic yard of mix Note: The above is for bid purposes only. Specific backfill recommendations ore made as a result of the soils testing described on the planting plan. 11. Raise all plants which settle deeper than the surrounding grade. After plant has been placed, add sufficient backfill to hole to cover approximately 1 /2 of root ball. Add water to the top and thoroughly saturate root ball and adjacent soil. 12. After water has completely drained, place planting tablets: 1 tablet per 1-gallon container 2 tablets per 5-gallon container 3 tablets per 15-gallon container 4 tablets per 24 inch box 5 tablets per 30 inch box 6 tablets per 36 inch box 7 tablets per 42 inch box 8 tablets per 48 inch and larger boxes Set planting tablets with each plant on top of root ball while plants a~e still in their containers so the required number of tablets can be verified. 13. Backfill remainder of hole and tamp firm. Construct an earthen basin around each plant after backfilling. Provide basin of depth sufficient to hold at least 2 inches of water. Construct basins with amended backfill. Remove basin in all turf areas after initial watering. 14. Limit pruning to minimum necessary. Remove injured twigs and branches. Pruning may not be done prior to delivery of plants. Paint cuts over 3/4 inch in diameter with tree paint. 15. Stake trees immediately after planting. Install stakes plumb. 16. Do not bring iron sulfate into contact with concrete surfaces due to potential staining. Contractor is responsible for cleaning or replacing stained surfaces. E. Planting Groundcover: 1. Ensure that groundcover remains in the flats until transplanting. Flats' soil must contain sufficient moisture so it will not fall apart when lifting plants. 2. Plant groundcovers in straight rows evenly spaced unless shown otherwise, and at intervals required by drawings. Use triangular spacing unless otherwise noted on drawings. 3. Plant each rooted plant with its proportionate amount of flat soil. Immediately sprinkle after planting until entire area is soaked to full depth of each hole. Protect plants from damage and trampling. F. H ydroseeding: 1. Install large trees and shrubs (5 gallon and larger) if they occur in hydroseeded areas. 2. Install trees and shrubs (1 gallon) and groundcovers from flats if they occur in hydroseeded areas. 3. Provide seed mixes as shown on plan. 4. Apply hydro-seed by an approved hydro-mulch company. 5. Apply in a form of slurry consisting of cellulose fiber, seed, chemical additives, commercial fertilizer and water. When hydraulically sprayed on soil, ensure that hydro -mulch forms a blotter like groundcover impregnated uniformly with seed and fertilizer and allows the absorption of moisture and rainfall to percolate to the underlying soil. 6. Prepare the slurry at the site by first adding water to the tank when the engine is at half throttle. When water level has reached height of agitator shaft, provide full circulation, then add seed, followed by fertilizer, then mulch. Only add the mulch to the mixture after the seed and the tank is at least 1 /3 filled with water. By the time the tank is 2/3 to 3/4 full, all mulch shall be in. Commence spraying immediately when tank is full. 7. Spray with uniform visible coat by using the green color as a guide. Apply the slurry in a sweeping motion, in an arched stream so as to fall like rain allowing the wood fibers to build on each other until a good coat is achieved and the material is spread at the required rates. 8. Remove slurry not used within two hours from the site. 9. Fill out the daily worksheets by the nozzle man, with the following information: Seed type and amount, mulch type and amount, number of loads and amount of water, seeding additive type and amount, area covered and equipment used, capacity and license number. CONTINUED ON NEXT SHEET 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 DATE L.A. EXP. REVIEWED BY: 8841 RESEARCH OR SUITE 100 IRVIUE • (A ?2618 DATE BY DESCRIPTION APP'D 9.49.387.1323 INSPECTOR DATE .R/OGHA.COM REVISIONS SPECIFICATIONS CARLSBAD RACEWAY LOT 16 3248 LIONSHEAD A VENUE CARLSBAD, CALIFORNIA 92010 APPROVED (0eQ} l:rtJl~ P· -;;e.-5-1 ._ PLANNING DATE DWN BY ~A PROJECT NO. DRAWING NO. CHKD BY RLA SOP 16-02 493-4L FIELD BY 10. Do not allow any slurry to be sprayed into any reservoir basin or drainage ditches and channels which may impede the flow of rain or irrigation water. Clean up any spilled slurry. 11. After application of hydro-mulch, wash excess material from previously planted materials and architectural features. Avoid washing or eroding mulch materials. 12. Ensure that application equipment has a built-in agitation system and operating capacity sufficient to agitate, suspend and mix a slurry containing not less than 40 pounds of fiber mulch plus a combined total of 7 pounds fertilizer solids for each 100 gallons of water. 13. Slurry distribution lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic spray nozzles which will provide a continuous non-fluctuating discharge. Capacity requirement is 1,500 gallons, mounted on a traveling unit, either self-propelled or drawing by a separate unit which will place slurry tank and nozzles within sufficient proximity of areas to be seeded. 14. Hydraulic equipment used for pesticide applications shall consist of a clean 150 gallon capacity fiberglass tank, complete with mechanical agitation. Pump volume shall be 10 gallons per minute, while operating at a pressure of 100 pounds per square inch. Distribution lines shall be large enough to carry the volume of water necessary for even chemical distribution. Spray nozzle must cover a 15-foot swath, with a minimum output of 5 gallons per minute at 80 pounds per square inch. G. Sod Planting: 1. Remove rocks, weeds and debris from areas to be sodded. Work up soil to a depth of 6 inches, and break up all clods. 2. Carefully smooth all surfaces to be sodded. Roll area to expose soil depressions or surface irregularities. Re-grade as required. 3. Spread turf fertilizer 16-20-0 onto soil evenly at rate -of one pound per 100 square feet of lawn area. Rake in lightly. Be sure soil is level and smooth before laying sod. Avoid laying sod on bone dry soil. 4. Lay first strip of sod slabs along a straight line use a string in irregular areas. Butt joints tightly, do not overlap edges. On second strip, stagger joints much as in laying masonry. Use a sharp knife to cut sod to fit curves, edges, sprinkler heads. 5. Do not lay whole lawn before watering. When a conveniently large area has been sodded, water lightly preventing drying. Continue to lay sod, and to water until installation is complete. 6. After laying sod, roll lightly to eliminate irregularities and to form good contact between sod and soil. Avoid heavy roller or excessive initial watering which may cause roller marks. 7. Water thoroughly the completed lawn surface. Soil should be moistened at least 8 inches deep. Repeat sprinkling at regular intervals to keep sod moist at all times until rooted. After sod is established, decrease frequency and increase amount of water per application as necessary. 8. Replace all dead or dying sod with equal material. H. Mulch Cover: Dress all groundcover, perennial and annual beds with 3" layer of mulch, except 2: 1 slopes and turf areas. 3.04 CLEAN-UP A. After all planting operations are complete, remove all trash, excess soil, empty plant containers, and rubbish from the property. Repair scars, ruts and other marks in the ground and leave ground in a neat and orderly condition. B. Leave the site in a broom-clean condition, and wash down all paved areas within the project site. Leave walks in a clean and safe condition. 3.05 OBSERVATION SCHEDULE A. Notify Owner in advance for the following inspections, according to the time specified: 1. Pre-Job conference -7 days. 2. Final grade review -48 hours. 3. Plant material review -48 hours. 4. Plant layout review -48 hours. 5. Soil preparation and planting operations 48 hours. 6. Pre-maintenance -7 days. 7. Final inspection -7 days. B. No site visits shall commence without all items noted in previous observation reports either completed or remedied unless such compliance has been waived by the Architect. END OF SECTION SECTION 02970 LANDSCAPE MAINTENANCE Part 1 -GENERAL 1.01 SECTION INCLUDES A. 90 day maintenance. B. Weeding. C. Fertilization. 1.02 RELATED WORK SPECIFIED IN OTHER SECTIONS A. Section 02811 -Landscape Irrigation. B. Section 02950 C. Section 02520 1.03 QUALITY ASSURANCE Landscape Planting. Portland Cement Concrete Paving. A. Provide services by an experienced landscaping maintenance company. 1.04 MAINTENANCE PERIOD A. Continuously maintain all site areas involved in this contract during the progress of work and during the maintenance period until final acceptance of the work by City. Improper maintenance or possible poor condition of the project at the termination of the scheduled maintenance period may cause postponement of the final completion date of the Contract at no additional cost to Owner. Continue maintenance until acceptable to the Owner. B. Provide sufficient numbers of workers and adequate equipment to perform work during maintenance period. C. Maintenance period does not start until all elements of construction, planting, and irrigation for the complete project are in accordance with the contract documents for this project. D. Request an inspection to begin maintenance period after all planting and related work has been completed in accordance with contract documents. Maintenance period commences as described in written notification by the Owner. E. Prior to commencement of maintenance period, ensure that all ground covers and lawn areas have been planted and that all lawn areas show an even, healthy stand of grass seedlings or sod, grass having been mown twice. F. Any day or days that there is failure to properly mointain plantings, replace suitable plants, perform weed control or maintain hardscape areas will not be credited as port of the 90 days maintenance. The project will not be segmented into maintenance phases. G. Keep paved areas free of silt, dirt, leaves and other planting area debris. Maintain these areas at least broom clean through the duration of the maintenance period, cleaning no less often than once per week. 1.05 GUARANTEE AND REPLACEMENT A. Guarantee: Guarantee plant material against any and all poor, inadequate or inferior materials and workmanship for one year. Replace plants found to be dead or in poor condition due to faulty materials or workmanship, at no extra cost to Owner. B. Replacement: Replace materials found to be dead, missing or in poor condition during the maintenance period immediately. The Architect is the sale judge of the acceptability of condition. Make replacements of materials within 15 days after condition develops or written notification from Architect has been sent. Architect has the right to make emergency repairs without releasing Contractor's guarantee and warranty to Architect. 1.06 INSPECTIONS A. Request normal progress inspection at least 72 hours in advance of an anticipated inspection. Inspections are as follows: 1. Immediately prior to commencement of this maintenance work. 2. Completion of first [90] day maintenance period. 3. Final acceptance. 1.07 PROJECT FINAL ACCEPTANCE A. Prior to date of final inspection, acquire approved reproducible prints and finally record from the job record set, all changes made during construction and deliver them to Architect. B. Deliver guarantees to Architect. Part 2 -PRODUCTS 2.01 MATERIALS A. Ensure that all materials conform to other sections of these specifications for planting and irrigation, and as acceptable to Architect. B. Provide monthly record of all herbicides, insecticides and disease control chemicals used on site. Part 3 -EXECUTION 3.01 MAINTENANCE C. Street gutters and curbs are to be included. D. Maintain adequate protection for people and property, and be financially responsible for damages and injuries. Notify the Architect immediately should damage occur as a result of maintenance operations and provide repair or remuneration. E. Between the 15th and 20th calendar day of the maintenance period, reseed or resod all spots or areas within the lawn where normal turf growth is not evident. 3.02 TREE AND SHRUB CARE A. Watering: Maintain a large enough water basin around plants so that enough water can be applied to establish moisture through the major root zone. When hand watering, use a water wand to break force of water. B. Pruning: 1. Prior to any pruning obtain written approval from the Architect to proceed. 2. Trees: a. Propose tree pruning to the Architect should there be health or structural reasons for doing so, including the need to eliminate diseased or damaged growth, eliminate structurally unsound growth, reduce potential for wind toppling or wind damage, or maintain growth within limited space. b. If requested b,Y the City provide pruning for aesthetic enhancement according to 'pruning" by Sunset Books. c. Major pruning of deciduous trees shall be during their dormant season. 3. Shrubs: a. The objectives of shrub pruning are the same as for trees. Do not clip shrubs into balled or boxed forms unless such is required by the design. b. Make pruning cuts to lateral branches or buds or flush with trunk. Stubbing will not be permitted. C. Staking and guying: Ensure that stakes and guys remain in place through acceptance and monitor to prevent girdling of trunks or branches and to prevent rubbing that causes bark wounds. All nursery stakes shall be removed. D. Weed control: Keep approved herbicides. roots. Use mulches germination. all areas free of weeds. Use recommended legally Avoid frequent soil cultivation that destroys shallow per specifications to help prevent weed seed E. Insect and disease control: Maintain a reasonable control with approved materials. F. Fertilize as specified by the agronomic soils testing recommendations and as follows for bid purposes: G. 1. Commencement of maintenance period -6 pounds per 1,000 square feet with top dress fertilizer. 2. At end of first 30 days of maintenance period -6 pounds per 1,000 square feet with top dress fertilizer. 3. At end of maintenance period and at 30 day intervals should maintenance period be extended for any reason -6 pounds per 1,000 square feet with fertilizer mix. 4. Avoid applying fertilizer to the root ball and base of main stem; rather, spread evenly under plant to drip line. Rates will vary from about a cup of nitrate fertilizer (depending upon nitrogen percentage) around a newly installed small plant to about 1 /2 pound of actual nitrogen per inch of truck diameter measured four feet from the ground for mature trees. Replacement of plants: of a size, condition and cost to the Owner. Replace dead, dying and missing plants with plants variety acceptable to the Architect at no additional 3.03 GROUND COVER CARE A. Weed control: Control weeds, preferably with pre-emergent herbicides, but also by hand or with selective systemic herbicides. Hoe weeds as little as possible since this may result in plant damage. B. Watering: Water enough that moisture penetrates throughout root zone and only as frequently as is necessary to maintain healthy growth. C. Trash: Remove as it accumulates, but no less often than weekly. D. Edging and trimming: Edge ground cover to keep in bounds. E. Replace dead and missing plants at no additional cost to the Owner. 3.04 LAWN AND TURF CARE A. Turf must be well-established prior to final acceptance. B. Watering: Water lawns at such frequency as weather conditions required to replenish soil moisture below root zone. C. Weed control: If needed, control broad leaf weeds with selective herbicides. D. Mowing: 1. Perform mowing at such times of the day or week as may be requested by the Owner so as not to impede the Owner's operations. Mowing times may be at times other than normal working hours or days. Perform work at Owner's convenience at no additional cost to the Owner. 2. Clean up grass clippings during and after mowing, and remove legally from site. Use of blowing-type equipment in lieu of sweeping or vacuuming is not acceptable. E. Renovating: 1. If required, remove thatch by verticutting, preferably in the Fall of the year, but otherwise in the Spring. At this time, fertilize with nitrate and over-seed if needed. Over-seeding must precede pre-emergent 2. Clean up grass clippings during and after mowing, and remove legally from site. Use of blowing-type equipment in lieu of sweeping or vacuuming is not acceptable. 3.05 IRRIGATION SYSTEM A. Inspection: Check all systems for proper operation. Lateral lines must be flushed out after removing the last sprinkler head or two at each end of the lateral. Adjust heads as necessary for unimpeded coverage and no overspray. 3.05 IRRIGATION SYSTEM A. B. C. Inspection: Check all systems for proper operation. Lateral lines must be flushed out after removing the last sprinkler head or two at each end of the lateral. Adjust heads as necessary for unimpeded coverage and no overspray. Controllers: Set and program automatic controllers for s~asonal . water requirements. Give Owner a key to controllers and _1nstr~ct1on on how to turn off system in case of emergency as spec1f1ed 1n other sections of these specifications. Repair all damages to irrigation system at no additional cost to the Owner. Make all repairs within one watering period. END OF SECTION herbicides by at least 4 to 6 weeks. Normally, this means that lawns APPROVED FOR PLANTING AND A. Weed and cultivate all areas at intervals of not more than 10 days. which have been invaded by crabgrass would be renovated and over-seeded in the Fall and treated for crabgrass control in the IRRIGATION ONLY, INCLUDING PRECISE B. Perform watering, mowing, rolling, edging, trimming, fertilization, spraying, following late Winter. LOCATION OF PLANTING AREAS. pest control, and cleaning as may _b.;e;_;,r,;;e,;:q,;;u.;ir,;;e,;;d,.. ---------,,---------------........ ---,-------------------r------------------------"1~~~!'!!'j'~!"!"!~~~~~~~;;';!';;~~~-71~~;;;~ • I SH2E6ET 11 CITY OF CARLSBAD l I 8HE2E61S I . PLANNING DIVISION . "AS-BUILT" REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE L.A. EXP. REVIEWED BY: 8841 RESEARCH DR SUITr200 SmithConsultingArchitects IRVINE· CA 9261B DATE BY 94?.387.1313 INSPECTOR DATE RIDUflACOM DESCRIPTION REVISIONS APP'D SPECIFICATIONS CARLSBAD RAC'EWA Y LOT 16 3248 LIONSHEAD A VENUE CARLSBAD, CALIFORNIA 92010 I APPROVED PLANNING ,~l ~ 8( ~ p . z,:,, · r1o DATE OWN BY JUIA PROJECT NO. I DRAWING NO. CHKD BY RLA SDP 16-02 493-4L FIELD BY