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DWG 486-5L; CDP 15-17; PASEO DEL NORTE PHASE 1; 01-19
RT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA VICINITY MAP CITY or OCEANSIDE CITY or VISTA PROJECT SITE PACIFIC OCEAN (' r,, -'-~; "· CITY or ENCi NiT AS DRAWING INDEX: SHF_[_T_T_IT_LE ___ ----'--_ S//C[T NUMB[R __ l TITLE SI-IEE/ L1.0 1 -- ~;~~:~:E cLo~-~-u~:E-_LE_At_N ~~-~ ~ ~ l /RR/GA /ION PLA_N__ L2.1 4 ~ /RR/GA noN_LE_G_E_N_D ________ L_2_. 2____ 5 .. WFLO WORK SH EE IS L2. 3 6 !RR/GA TION DE fA/LS L2. 4 7 ---- !RR/GA TION DFTA/LS L2.5 B ' ----- /RR/GA i/ON DETAILS L2.6 9 ·- !RR/GA TION SPCC!FICA TIONS L2. 7 10 - /RR/GA /ION SPEC/r!CA )IONS L2.B 11 - LANDSCAPE PL/\N r!NG PLAN LJ. 0 ---+----I 12 PLANTING LEGEND L3.1 13 ----------+---- PLANTING NOTES LJ.2 ~----- NURSERY SOURCFS LJ.J 14 7 15 -- PLANrtNG DETAILS L3.4 16 --- PLANTING DFTAILS~-/~_J: .• _s01----17--~ LANDSCAPE SPECIF/CATIONS 1 B -~- LANDSCAPE SPECIFIC/\ TIONS 19 (6125 PASEO D liY7 l JU ,ILJ LOCATION MAP NOTTO SCALE NORTH SITE MAP NOTTO SCALE NORTH DATE INITIAL DESIGNER OF WORK DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJE:CT, THAT I HA \IE" EXERCISED RESPONSIBLE CHARGE O\/E"R TH£ DESIGN OF THIS PROJE:CT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT TH£ DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT TH£ CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY TH£ CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO A REVIEW ONLY AND DOES NOT RWE\/£ ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJE:CT DESIGN. THESE PLANS HA\/£ BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH TH£ APPROVED LANDSCAPE: CONCEPT PLAN, WATER CONSERVATION PLAN, FIR£ PROTECTION PLAN, AND ALL 7 OF_,.,,.._ RElAml 10 ""°"""'" B~ . i~ ' 1 I 3-<t.11,1, PHONE NO: '619) ...16 .. 61o15::;B.,_!!..,""-Z ____ _ RE:GISTRA TION NO: 529J EXP/RATION DA TE: __,1..,21,...,3""1""'/1"'6 ____ _ WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAM/UAR VIITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARI.SBAD'S LANDSCAPE MANUAL ct WA1ER fFF/CIENT LANDSCAPE REGULATIONS. I HAVF: PREPARED THIS PLAN IN COIJPUANCE VIITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT TH£ PLAN IMPI..EMENTS THOSE REGULATIONS TO PROVIDE cFFICIENT USE OF WA 1ER. B~ ,~, . ] /i~/1~ PHONE NO: '619) ....,6...,R .. fi-=8 ... Mcu...Z ____ _ REGISTRATION NO: 529J EXPIRATION DATE: __,1..,2/Jo.:=1/,_,1"'6 ____ _ BACKFLOW PREVENTER TESTING: ALL IRRIGATION BACKFZ.OW PRfVENTERS SHALL 8£ TESTm BY A CERTIFIED 1£S1ER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARI.S8AD MUNICIPAL WATER D/S7RICT. PIPE BETWEEN THE METER AND BACKFZ.OW PREVENTER SHALL 8£ "SCHEDULE K HARO COPPER". APPROVED CONTRACT BACKFZ.OW TESTERS CAN BE FOUND ON THE CITY ltEB SITE AT: HTTP:/ jWWw.CARLSBADCA.GOV/SERVICES/bEPAR1MENTS/WA 1ER/DOCUMENTS/RECYCI.EDWA TERBACKFZ.OWTESTERLIST.PDF FOR RECYCI.ED OR HTTP:/ jWWw.CARLSBADCA.GOV/SERVICES/bEPAR1MENTS/WA TER/DOCUMENTS/WA TERBACKFLOWTESTERUST.PDF FOR POTABLE OR CALL (760) 438-2722. INSPECTION PROCEDURES: INSPECTION PROCfDIJRES: INSPEC110N OF THE PRO.ECT SHALL 8£ PERFORMED BY THE LANDSCAPE ARCHITECT OF MIRK, OR HIS DESIGNA Tm AGENT. REFER TO THE SPECIF/CATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBIIITTALs. FOLLOVIING COIJPLE110N OF THE lltlRK, THE LANDSCAPE: ARCHITECT OF THE IK7RK VtlLL CERTIFY THAT THE INSTALLATION HAS 8fEN COMPLE:Tm BY SUBMITTING THE "CERTIFICATION OF COllfPLETION" FORM. A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO 8£ MADE BY CALLING TH£ INSPECTION REQUEST UN£ "FINAL LANDSCAPE" CEBllflCA1IQN FORM" £MAIL TO; MIKffl 11QmtCQX.NIT LANDSCAPE INffC11QN REQUEST PHONE; UNE; CZ6Q) 602-4602. PRIOR TO BEGINNING LANDSCAPE WORK: THE CONTRACTOR SHALL CONTACT THE DESIGNER OF IK7RK PRIOR TO BEGINNING LANDSCAPE: IK7RK AND TH£ DESIGNER OF lltlRK SHALL REVIEW THE PRO.ECT UTILITY LDCA TIOHS AND REVISE PLANS ACCORDING/. Y TO FULLY ~EEN ALL U11UTIES FROM VIEW AND PROTECT ALL U11U71ES (ABOVF: ct 8£1..OW GRADE) FROM INVAS/\£ PLANT GROWTH AND ROOTS. GENERAL NOTES: APPROVED 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 /RR/GA TION AND F"OR PLANTING LANDSCAPE PLANTING AND IRRIGATION ONLY. ONLY, INCLUDING PRECISE LOCATION or PLANTING AREA. "AS BUILT" RCE EXP. DATE REVIEIJED BY, L 1.0 INSPECTOR DATE I S~1EET I CITY OF CARLSBAD ~ PLANNING DTVISJ □N 9 LANDSCAPE IMPROVEMENT PLANS FOR: PASEO DEL NORTE PHASE 1 TITLE SHEET I APPROVED ,~ C::c: E:.U .. :.At-- PLANNING ~--z_,.,, -1 .... I DWN BY: FH PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: EH CDP 15-17 REVISION DESCRIPTION OTHER APPROVAL -II CITY APPROVAL RVWD BY: IG 486-SL.. '.%:fr±;m,Y~~ ~~Z: 5' O' SCALE : 1 ""1 O' -0" 10' ··--•.-"·-~-" ,·' -~-~---,- \ ' ,, N OR TH .. PA. ,, GRAVEL MULCH ... Hl:=ADER BEGI MOW CU BAT EXI CURB FIELD VERIFY EXA LOCA ION AND ONFIRIVI OWN R REPRE EN1ATIV ......... •--~---·····-··· -----T TING T 1TH 7 L3.5 7 L3.5 PA • = • 9 MOW CURB· ALIGNS L3.5 WITH PROPERTY LINE --.. __ . -----,--~~--'""'"-i".' •: ·": ,. •: z <( > :, . . . ....... ··-PLANTER AREA AT Vf!!f!Jff!!!!!A ·~-·~-·-·<·•;---~·~·~p::::J,_=========:~:t=:;?,,.,-:B~L~D~Gfi,~12r"~F~RfOiMAFiFA~C:IE~-,-=~:f/jjfjjjjjjfjjj :,;, OF BLDG MIN. :: ) ~-:;T:;:R::;:E:--;-E-:-'G~RA=T=---E~4~---t---:3-:-, •·. •: :, •: :: ll'··r-· illl'i :; lf'c-i···iill:: .... :: i, -1· z TOTAL, SEE L3.4 HORIZONTAL CONTROL PLAN FOR EXACT LOCAT, · ·\ lJVd~OJ l~;VdV100 _JVdv100 JVdV100 TOP OF GRA I;: TO B · '· FLUSH WITH ' ADJACENT HARDSCAPE, P. PA :PA EXISTING FENCE TO REMAIN PROTECT IN PLACE lOV dV10J lJV c;fv10J lJY dV'IOJ lJV dV'IO / COMPACT COMPACT COMPACT ' ' , ' 1JVdV10J lJVci~/:jJ ', ' ,,.'..'if /! I , ----.:7----- _ .. , .. _, OVd~IOJ ! ; / ' ' ' i I ,' ' ' ', ; I , , j j i ! ' :' ,:TERMINATE MOW CURB AT l;:XIS1/NG FENCE, F/ELD VERIFY EXACir LOCATION AND CONFIRM ;WITH' OWNER REPRESENTATIVE ! L 1.1 NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING DEPTH TO THE TOP OF BUILDING FOOTING FOR PLANTER AREA ADJACENT TO BUILDING, IF OBSTRUCTIONS ARE ENCOUNTERED, CONTRACTOR SHALL CONTACT OWNER'S REPRESENTATIVE IMMEDIATELY FOR FURTHER DIRECTION. SEE SHEETS L3.4-L3.5 FOR DETAILS. 2, 3. SEE SHEETS L4.0-L4.1 FOR SPECIFICATIONS. 4. TREE TYPE AND LOCATION PER PLANTING PLAN SHEET L3.0 AND LEGEND SHEET L3.1. 5, SEE SHEET L2.1 FOR IRRIGATION PLAN. 6, ALL SITE PAVING, GRADING AND HORIZONTAL CONTROL PER CIVIL ENGINEER'S PLANS. 7, ALL PLANTING, IRRIGATION AND SITE FEATURES TO BE MAINTAINED BY OWNER. 8, CONTRACTOR TO PROVIDE ADEQUATE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES AND HARDSCAPE ONTO PLANTING AREAS, SEE CIVIL ENGINEER'S PLANS. 9, THESE PLANS WERE PREPARED USING BASE INFORMATION PREPARED BY PROJECT DESIGN CONSULTANTS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE ACCURACY OF THIS BASE COMPARED TO ACTUAL FIELD CONDITIONS PRIOR TO ORDERING MATERIALS AND/OR BEGINNING WORK AND IMMEDIATELY NOTIFYING THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. IN THE EVENT THAT THE CONTRACTOR FAILS TO VERIFY THE ACCURACY OF THE BASE INFORMATION AND/OR FAILS TO IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF THE DISCREPANCIES PRIOR TO ORDERING MATERIALS AND/OR BEGINNING WORK, THEN THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ANY AND ALL ADDITIONAL LABOR AND MATERIALS AS DIRECTED BY THE LANDSCAPE ARCHITECT TO RESOLVE SUCH DISCREPANCIES AT NO ADDITIONAL COST TO THE OWNER. 10, THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO BEGINNING WORK AND/OR ORDERING MATERIALS, AND CLEARLY MARKING OUT SUCH UTILITIES WITH APPROPRIATE MARKING PAINT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES, AT NO ADDITIONAL COST TO THE OWNER. 11, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR REPLACING ANY AND ALL MATERIALS AND/OR EQUIPMENT OUTSIDE OF THE LIMIT OF WORK WHICH ARE DAMAGED DURING THE CONSTRUCTION PROCESS WITH MATERIALS IN-KIND AT NO ADDITIONAL COST TO THE OWNER LAYOUT LEGEND SYMBOL DESCRIPTION ALIGN/ FLUSH • TREE CENTER POINT PA PLANTING AREA APPROVED FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION or PLANTING AREA. "AS BUil T" RCE __ _ EXP, ___ _ DATE REV!EwED BY, INSPECTOR DATE i-----------1-----,-------------r--,------,-----,---------. I S2HEET I CITY OF CARLSBAD ~9 PLANNING DIVISI □N ~ ;;L=;A;N;:D;S;C;AP;,;E;;=;I~M;:P;:R;O;VE~M;E~N:=,_:T~P;L~A~N:;::S~FO;R~:===:'.':::=== 1 -~!&irnt~mtt c:~-tJJ'f~¥ "#fiWtfltRtti1itl!XAYJM,fiiC~i(t½li'l1 12/31/16 PASEO DEL NORTE PHASE 1 LANDSCAPE LAYOUT PLAN I APPROVED: v~ . / r 1-------1---+------------+---+------t----+--------1 I~ 1 4-U l....;-\r PLANNING ,---,--,------------------,---,---r--,--, DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: EH CHKD BY: ~EH~_ RVWD BY: IG PROJECT NJ. CDP 15-17. DRAWING NO. 486-51- GENERAL NOTES RECYCLED WATER 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 DR MISTING. 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 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 P.M. TO 6:00 AM. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10:00 P.M. TO 6:00 AM. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CMWD'S RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WIND BLOWN 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 PIPE SHALL BE STENCILED WITH WARNING, "NON-POTABLE OR RECYCLED WATER", COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SU;{FACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LI is ES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGN 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 SYSTEM WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, THE RECYCLED PUREYOR'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: RICK MCKEE 858-657-9186 X118 OR AFTER HOURS CONTACT: RICK MCKEE 858-731-777 4 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 THE SITE. 24. 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. 25. 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.carlsbadca.gov/services/departmentslwater/Documentsl recycledwaterbackflowtesterlistpdf for recycled or http://www.carlsbadca.gov/services/ departments/water/Documents/waterbackflowtesterlist.pdf for potable or call 438-2722. SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-112" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 1. GUIDELINES FOR RECYCLED WATER USE A IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00AM. 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. B. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. PASEO DEL NORTE 6125 PASEO DEL NORTE, CARLSBAD, CA. C. 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. D. 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. E. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EDUCATING EACH EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECYCLED WATER MAINTENANCE PERSONNEL MUST BE INFORMED THAT WATER IS FOR IRRIGATION PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. F. 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. 1. 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 "AVISO -AGUA IMPURA-NO TOMAR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS 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. 2. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. 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 COMPLETE INSPECTION THAT WILL COVER A-I OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER CITY ENGINEER AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 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 "CERTIFICATION OF COMPLETION" FORM. A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. FAX THE "CERTIFICATION OF COMPLETION" FORM TO (760) 944-8943. LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602-4602. : \ ' ·., :s~ . 1" POTABLE WATER METER, TO BE REMOVED. REFER : TO UTILITY PLAN FOR ACTUAL TYPE AND SIZE .,, ,, 1 112" POTABLE WATER METER STA# 15+88.38, REFER ,,, d TO UTILITY PLAN FOR ACTUAL TYPE AND SIZE ,J:' 'POTABLE WATER IRRi'GATION BACK.FLOW DEVICE, REFER TO UTILITY PLAN FOR ACTUAL TYPE AND SIZE 'l >~•=•- ; -1 -l·· ' ' ' G. 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 BACKROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. 2" RECYCLED WATER IRRIGATION BACKFLOW DEVICE, ,_-_•_, BACKFLOW DEVICE SHALL BE REMOVED WHEN RECYCLED WATER CONNECTION IS MADE. REFER TO UTILITY PLAN DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED, TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE IRRIGATION CONSULTANT OF WORK, OF ' MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. FIRM NAME & ADDRESS: ROOTED IN PLACE 200 E. 12TH ST. NATIONAL CITY, CA 91950 05-26-16 SIGNATURE DATE ui PHONE NO: (619) 665-8547 REGISTRATION NO: 5293 EXPIRATION DATE: 12-31-16 NOTE: 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. l ·1 FINAL AS-BUILT PLANS SHALL BE REVIEWED AND APPROVED BY THE CITY PRIOR TO RELEASE OF SECURITIES. WATER EFFICIENT LANDSCAPE DECLARATION: H/ ii I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER BY: PHONE NO: (619) 665-8547 REGISTRATION NO: 5293 EXPIRATION DATE: 12-31-16 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 MARKINGS, INCLUDING PROPER QUICK COUPLERS. AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY HEALTH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. 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. FOR ACTUAL TYPE AND SIZE ' --- 1 112" RECYCLED WATER METER STA# 15+83.38, REFER TO UTILITY PLAN FOR ACTUAL TYPE AND SIZE PROPOSED 2" RECYCLED WATER LINE TYPICAL, REFER TO UTILITY PLAN FOR ACTUAL TYPE AND SIZE -RC- POTABLE WATER LINE TYPICAL, REFER TO UTILITY PLAN FOR ACTUAL TYPE AND SIZE RECYCLED WATER LINE TYPICAL, REFER TO UTILITY PLAN FOR ACTUAL TYPE AND SIZE 0 N O R TH PLAN NOT TD SCALE -R LEGEND M POTABLE WATER METER [61 BACKFLOW PREVENTION DEVICE INSTALL PER CMWD lfilYI RECYCLED IRRIGATION WATER METER RW RECYCLED WATER MAINLINE RC RECYCLED IRRIGATION MAINLINE w POTABLE WATER LINE ~ RECYCLED WATER USE AREA * DO NOT DRINK SIGN CARLSBAD MUNICIPAL WATER DISTRICT -~//~ ff;J/!t DISTRl6ENGINE~R DATE ' I ------ ! RECYCLED WATER NOTES COUNTY OF SAN DIEGO 1. ON-SITE CROSS CONNECTION BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. 2. ALL IRRIGATION PIPE SHALL BE COLOR CODE PURPLE PANTONE 522. STICKERS WITH "CAUTION RECLAIMED WATER DO NOT DRINK" ORIENT THE STENCILING TO THE TOP OF THE TRENCH FOR LATERALS. INSTALL PURPLE METALLIC TAPE OVER THE RECLAIMED WATER MAINS. 3. THE DESIGN AND LOCATION FOR RECYCLED WATER "DO NOT DRINK'' SIGNS SHALL BE DESIGNATED BY CITY OF CARLSBAD REPRESENTATIVE AT THE TIME OF RECLAIMED WATER CONVERSION 12" X 36" SIZE NOTE: THERE ARE NO DRINKING FOUNTAINS, DECORATIVE FOUNTAINS, COMFORT STATIONS, SWIMMING POOLS, OR WELLS ON THE SITE. NOTE: RECYCLED WATER WARNING TAGS, TAPE AND SIGNS ARE TO BE INSTALLED PER SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH REQUIREMENTS. NOTE: PROPOSED IRRIGATION 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 DNL Y AFTER APPROVAL IS PROVIDED BY CMWD AND DEH. NOTE: FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL PLANS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES. (N.T.S.) WARNING RECYCLED WATER DO NOT DRINK CYCLED WATER SH HANDS AFTER CONTACTING LAVESE US MANOS DESPUES DE USAR .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 1" BLACK LETTERS 2" BLACK LETTERS 'TYPICAL SIGNS In Order to Conserve Water ... RECYCLED WATER IN USE DO NOT DRINK NO TOME 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 '•-1--r, '/',I' ;', /__i/_-)/-,J ,', i '_:, ,-·'1i ,' .' \ \.,! v LU co N LO I (0 \ 0 N Cl) s ct:: _J 1-l'L_,) ,-' }, ,I \/ ,' \ /LJ,r-J:n;,, i 1 \ 1r'i.. I ( ;_;---,, -,:-,: r; f\ t i i ', _/ ,' \I ,•, \''' f-\l 1U ,-1: /, /\ ,' / ./ / / \ / \/ ,' I 1\ ,' (' ///\1(,_J r7,\1,i V /\ ,,,,,, '1,-,,'f, ,'(' ,OU/ (','c::::·,L ','· ll I / 'I I,,, I,' v/\/ L I; it\, /L-._)Uli\'',.7 ' i \ ,'__ \.// .,__jL_ i ;·-, (' .,, ,'/I' t-. I n,-I Jt ,, ,\ ,i-,,.-,,-r, 1r' LIJ~P-. I, U,1, l)11-. ' /-1 '\' ' '' 1, -' ' ' ·! ' L........ 'J / J" 1 I._) /1 ~) ,,,---/1, i-1, i , L f-\ , COUNTY OF SAN DIEGO Department of Environmental Health "AS BUil T" Land and Water Quality Division R~ --xr J(',lF /2_.-z; ~ ---FJ--1{, ~-v·-,,,;-~ l V: CLENN LEEKS DATE: Environmental Health Specialist L2.0 l'EP-CTLR D(\ I I I SI I ' 'S ---,_ ,, --T I rs -r-~y 01' r'11pro~11 , 11 01 '1,,__; V j_ 'd ,,, ___ J~ . .:: LJ j_ 1___) i 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). --_, -1-3 19 I OMISSION STATEMENT THERE ARE NO DECORATIVE FOUNTAINS, COMFORT STATIONS, SWIMMING POOLS, PLAYGROUND EQUIPMENT, OR WELLS ON THE SITE. DRINKING FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUN-OFF. SHT. TITLE IRRIGATION TITLE SHEET LANDSCAPE IRRIGATION PLAN IRRIGATION LEGEND & NOTES IRRIGATION DETAILS IRRIGATION SPECIFICATIONS SHT. NUMBER L2.0 L2.1 L2.2 L2.3 -L2.5 L2.6 -L2.7 Jil7JD )ky Cltl"ifHl r,nn:, ''!Lt;' c 1,1ur i~ta, c-.i 92':td c. i~tw@-,1n-•,,,r,1'rv:-~1:,.c:,,r:;t: ~'i'.l) ,\Cl r;ll.:10 :,,. w·.·1✓'N.>\of~•;n~v11~•r;~.cwf(f• J~c:, 461 -5J]O * Renewal Date * J'_.. 07126116 -1 Da\e )'<." 0 ,;,~c-~-:L-;;\ - - \ ---- ------ -- ~ I I -'J1\I!:... N 1·1 ~\_ ---- lJ~S GWR c=-WOR< - ---------- ' I -----__ , -----+ -------- I ------, __ -=l---- --,_. ' I ic~ 11,cj-c,1 r_ -1-11,r AL ' --_, -- -- J L\ IL C:l VI SI O~I D~',CRIP-IC~ - u fl_R rr:_J/\L 11 CIF 11 PFRJV/\_ PLMH_~L DTVTSllJ~I ---,_ -------, LANDSCAPF: JvlPROVJ-:~IC:N'_' l )L/\ NS FOR P A C"'<---, 0 i_ 1-l~)~Jt DJ2:L :~✓ C) ,~{TL l )T-1 '" (1 -~ I --J-'i, f-__ , __ ...J 1 IRRIGATION TITLE SHEET ----_, -··--- ~-z,,-.~~ I : Ar~IWVEl Jul {.:r-_J:..l~-\t__ ·--, 1° _A~'I NC ------ C\-VN 1!Y: _CB Pi<O'-J-CT H). 114av6~s[I C ,<L; ~v _,DZ_ -I I CDP 15-17, R\/VVD RY: _JG __ . -------" -- w ti: 0 z --' w □ 0 w i "--r _, , 1 1 ,1 1 r L '1 1 1 / :v-, , µ r===;~_;=;_-~ I 1 \i u 1 _1_ : 'J _j Ji, --1 c1 1J I o -----J')' )' r IO ( I / / / f 171/7 / ( -\ ~--=-'~-===-a=· :_I-----_ ~1---------_,,/ POTABLE WATER LINE TYPICAL, REFER TO UTILITY ---------.f---------- PLAN FOR ACTUAL TYPE AND SIZE 1" POTABLE WATER METER TO BE REMOVED REFER I I I I I ! ! ; I I I I I ' -----~ lb--f------,-' -.1/ -' ---------'( 'I ' 10' EXP 12 j-:,, \ i~ NOTE A POINT OF CONNECTION (POC) #1 SHALL BE DOWNSTREAM OF A 2" BACKFLOW DEVICE AND A 11/2" RECYCLED WATER METER WITH A 2" SERVICE LINE. THE BACKFLOW DEVICE SHALL BE REMOVED WHEN RECYCLED WATER CONNECTION IS MADE. THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION, WATER TYPE, METER SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. MEASUREMENT OF THE STATIC (NO WATER MOVING) WATER PRESSURE IS ACCEPTABLE FOR POTABLE WATER SYSTEMS WHERE NO PUMP HAS BEEN INDICATED ON THESE PLANS_ WHEN USING RECYCLED WATER, OR ON POTABLE WATER SYSTEMS REQUIRING A PUMP, ONLY THE MEASUREMENT OF DYNAMIC (WATER MOVING THROUGP. THE METER) WATER PRESSURE, SHALL BE ACCEPTABLE. THE DYNAMIC WATER PRESSURE SHALL BE MEASURED AT THE MAXIMUM SYSTEM DEMAND AS INDICATED BELOW. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION AS SHOWN HEREIN, ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIB ILITY OF THE CONTRACTOR. MAXIMUM SYSTEM DEMAND: 19 GPM CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITH IN THE PLANTER THE TREE BUBBLERS SHALL BE ALIGNED ,-------,-----------------1 --1 --r--1 --,~=-=-=-=-=-,~::::;:::;:;~:==:=-;;;:=:=~;;;::::;;:;::::;:::;:=fr+';:_:;:;:;;;:;7 RESIDUAL WATER PRESSURE: 21 PSI WITH TREES AS SHOWN ON THE PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE_ 1--~--+----------------t-----j----t--~-, SHEET CIT y OF CAR LSB AD 81 H E~TS THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO 1----+------f-----------------+---+---i----- 1 -1 4 PLANN ING DI V ISION I 19 NOTE B: CONTROLLER "A" SHALL BE OF THE BRAND, MODEL AND STATION SIZE AS INDICATED ON THE IRRIGATION MATERIALS LEGEND. THE CONTROLLER SHALL BE INSTALLED IN THE JPPROXIMATE LOCATION SHOWN. THE CONTRACTOR SHALL COORDINATE THE REQUIRED ELECTRICAL POWER SUPPL~ AT THIS LOCATI ON WITH THE OWNER'S AUTHORIZED REPRESENTATIVE. FINAL LOCATION OF CONTROLLER ANO ELECTRICAL POINT OF CONNECTION SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO HARTING WORK. NOTEC: THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RElATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL. STARTING WORK. ;;==.;::;::::~;:::=.;~~:=.;~=;;~~~:;:::===::'.t-=t==== LANDSCAPE IMPROVE'\IENT PLANS FO R: "" (") -< EO DEL NORTE PH- IRRIGATION PLAN l----+-----+-----------------+----t---r--r-, 1-A-P-PR_o_v_E_o_:__,~c=-=-<'=-c II 1(_ __ ~-=~~~--1-~ 6r: ~\--fr PLANN,NG D.s TE INITI AL DA TE INITIA L DESIGN ER 0,' WORK REVISION DESCR IPT,ON I oTeER AP0 R0VAL INITI AL CITY APPROVAL OWN BY: __c_s~ CHK D 3Y: _oz____ RVWD BY: _lG __ PROJECT NO. CDP 15-17. 1 I II -_, ~li§ a, ---G). i r I I I ~· n I I I I I I NOTES: . --~@ 1. UNLESS SPECIFIED OTHERWISE, FITINGS ANO PIPE SIZES SHALL MATCH WATER SERVICE DIAMETER. 2 THREADED JOINT FITTINGS (NPT) MAY l ---~--J BE USED IN PLACE OF SOLDERED JOINTS SHOWN ON THIS DRAWlNG. 7 G>--1 Q @-__ 10 9 ~ I I 1Jl[ II I I ' jg 5 - j ~ (4)_ ITEM DESCRIPTION (SEE NOTES) 1 COPPER x COPPER UNION ---... 2 COPPER TEE 3 MALE x COPPER ADAPTER 4 BALL VAL Vf_ WlTH HAND LEVER 5 5 TYPE L COPPER I I 6 1.5" FIRE HOSE FITTING 1 -I I I 7 BALL VALVE_ WITH PADLOCK WING -I ~fr 8 C X C X C TEE 5 9 ¾" HOSE BIB OR TEST COCK 10 MIP ADAPTER - ITEM DESCRIPTION SPEC/DWG REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT i 7), £1,j: 12/11 BYPASS TEE CITY ENGINEER DATE FOR RECYCLED WATER TESTING STANDARD OWG, NO, W-35 O,\En gineeringShored\Reference\Monuo!s & Standords\CARLSSAO ENGINEERING STANDAROS.JlJE\Volume 3 -Standard Drawings ond SpedfJCotions- \CAO Drawings for StandQfd Orawings\CM'M) Slllndord dwgs\CMWD SID DWCS R-6-08 IRRIGATION MATERIAL LEGEND SYMBOL MANUFACTURER MODEL NO./ DESCRIPTION FLOW RATE (GPM) PSI RADIUS P.R (TRI.) V HUNTER PROS-06-PRS30-CV-R 6" POP-UP BUBBLER HEAD WITH A RAIN BIRD 5Q-B STREAM BUBBLER .50 (1.0 TOTAL) 30 5 FT N/A NOZZLE, EACH SYMBOL REPRESENTS TWO (2) BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOT BALL ON OPPOSITE SIDES OF TREE, TYPICAL ADJUST BUBBLER STREAMS TO WET THE ROOT BALL AND AMENDED SOIL WITHOUT HITTING THE TRUNK OF THE TREE. RAIN BIRD 1402 BUBBLER NOZZLE ON RISER, EACH SYMBOL REPRESENTS TWO (2) BUBBLERS PER .50 (1.0 TOTAL) 30 NIA N/A TREE, PLACE BUBBLERS AT EDGE OF ROOT BALL ON OPPOSITE SIDES OF TREE, TYPICAL =IL~~-~il RAIN BIRD XFS-P-06-12 PURPLE SUBSURFACE DRIP TUBING (COPPER EXTERIOR COLOR) WITH 0.60 GPH, PRESSURE COMPENSATING EMITTERS INTERNALLY INSTALLED IN THE DRIP TUBING AT 12" O.C. SPACING. DRIP TUBING SHALL BE EQUIPPED WITH COPPER CHIP TECHNOLOGY TO PREVENT ROOT INTRUSION INTO THE DRIP EMITTER DRIP TUBING SHALL BE INSTALLED 4" BELOW FINISHED SOIL GRADE (NOT COUNTING MULCH) AND IN PARALLEL ROWS A MAXIMUM OF 16" ON CENTER THE PERIMETER ROW OF DRIP TUBING SHALL BE INSTALLED A MAXIMUM OF 4" FROM THE EDGE OF ANY HARDSCAPE OR TURF EDGE. ALL SUBSEQUENT INTERIOR ROWS SHALL BE ADJUSTED TO PROVIDE AN EVEN SPACING ACROSS THE PLANTER WITHOUT EXCEEDING 16" MAXIMUM SPACING. INSTALL 9" PVC COATED GALVANIZED TUBING STAKES A MAXIMUM OF FIVE (5) FEET ON CENTER ALONG THE LENGTH OF THE TUBING. TUBING STAKES SHALL BE MODEL #GDTS140900 AS MANUFACTURED BY GPH IRRIGATION PRODUCTS (866) 582-9684. THE HATCH PATTERN SYMBOLS ON THE PLANS REPRESENT THE APPROXIMATE DIRECTION AND SPACING OF THE DRIP TUBING ROWS, SEE ACTUAL SPACING REQUIREMENTS ABOVE AND IN DETAILS. NO SYMBOL NO SYMBOL l!il 18 ISi1 [El - @ • 181 IE! --RW--- NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL RAIN BIRD RAIN BIRD AS APPROVED CONNECTION BETWEEN XFS DRIP TUBING AND PVC SUPPLY AND DISCHARGE HEADERS SHALL BE MADE USING XF DRIP LINE BARBED FITTINGS, SCH. 40 PVC THREADED FITTINGS, SCH. 80 NIPPLES AND FLEXIBLE NIPPLES. WHEN THE CONNECTION IS AT THE END RUN OF THE TUBING USE A 112" SCH. 40 PVC THREADED 90" ELBOW, A 112" X LENGTH AS REQUIRED SCH. 80 PVC THREADED NIPPLE, A 112" X 6" MIPT X FIPT FLEXIBLE NIPPLE, AND AXFF-MA-050 17mm BARB X 112" MIPT ADAPTER FITTING. WHEN THE CONNECTION IS IN THE MIDDLE OF THE TUBING RUN USE A 112" SCH. 40 PVC THREADED TEE FITTING, A 1/2" X LENGTH AS REQUIRED SCH. 80 PVC THREADED NIPPLE, A 112" X 6" MIPT X FIPT FLEXIBLE NIPPLE, AND TWO (2) XFF-MA-050 17mm BARB X 112" MIPT ADAPTERS. ALL END RUNS OF TUBING SHALL BE CONNECTED WITH A PVC DISCHARGE HEADER FLEXIBLE NIPPLES SHALL BE MODEL #GFN050600 AS MANUFACTURED BY GPH IRRIGATION PRODUCTS (866) 582-9684. XF SERIES 17mm BARBED FITTINGS FOR ALL CONNECTIONS BETWEEN DRIP TUBING (TUBING-TO-TUBING ONLY). ALL BARBED DRIP TUBING FITTINGS SHALL BE INSTALLED USING A FITINS-TOOL FOR PROPER INSERTION OF THE FITTING INTO THE TUBING. NO HEATING OF TUBING SHALL BE ALLOWED. PVC SUPPLY AND DISCHARGE HEADERS SHALL BE PVC LATERAL LINE PIPE (AS SHOWN BELOW), 1 114" MINIMUM SIZE WITH SCH. 40 PVC FITTINGS. GPH IRRIGATION/ GDFN-R DRIP FLUSH /INDICATOR NOZZLE, PURPLE IN COLOR, INSTALLED ONTO A HUNTER PROS-1212" POP-UP SPRINKLER BODY. THE FLUSH HUNTER NOZZLE SHALL BE ORIENTED TO SEND FLUSH WATER INTO THE PLANTER AREA AND CLOSED FOR NORMAL OPERATION OF THE DRIP SYSTEM. RAIN BIRD P.0.C. EXISTING BUCKNER RAIN MASTER LASCO HUNTER HUNTER HUNTER RAIN MASTER RAIN MASTER N/A AS APPROVED AS APPROVED AS APPROVED N/A LASCO CHRISTY'S PAIGE ELECTRIC 3M NOS (K.B.I.) NOS (K.B.1.) PAIGE ELECTRIC ARV050 AIRNACUUM RELIEF VALVE INSTALLED WITH A XFD-TFA-075 BARB X BARB X 314" FIPT TEE FITTING AND A AND A 3/4" X 112" SCH. 40 PVC THREADED REDUCER BUSHING. INSTALL AIR RELIEF ASSEMBLY AT THE HIGH POINT OF EACH PLANTER SEE PLANS FOR APPROXIMATE LOCATION AND QUANTITY OF ARV'S PER DRIP ZONE. USING AN AIR RELIEF LATERAL CONSTRUCTED OF XFD "BLANK" XF TUBING, CONNECT AIR RELIEF VALVE TO ALL DRIP LINE LATERALS WITHIN THE ELEVATED AREA. MULTIPLE ARV'S MAY BE REQUIRED PER DRIP TUBING ZONE, SEE PLANS. INSTALL INSIDE A 7" ROUND VALVE BOX. 1 112" RECYCLED (RECLAIMED) WATER METER WITH 2" SERVICE LINE. VERIFY METER SIZE, LOCATION AND WATER PRESSURE IN FIELD. EXISTING 2" BACKFLOW PREVENTION DEVICE, PROTECT IN PLACE.PROVIDE RECYCLED WATER TESTING BYPASS TEE PER WATER DISTRICT REQUIREMENTS, DEVICE SHALL BE TESTED AND CERTIFIED. SEE UTILITY PLAN SHEET 3 THE BACKFLOW DEVICE SHALL BE REMOVED WHEN RECYCLED WATER CONNECTION IS MADE. 3200-150-RW 11/2" NORMALLY CLOSED, BRASS MASTER CONTROL VALVE. WIRE MCV TO THE CONTROLLER USING A SEPARATE PILOT AND GROUND WIRE. INSTALL INSIDE A STANDARD RECTANGULAR VALVE BOX FS-150 1 1/2" PVC FLOW SENSOR, WIRE TO CONTROLLER USING TWO (2) #14UF AWG WIRES INSIDE A 1" SCH. 40 PVC (GRAY) ELECTRICAL CONDUIT. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND INSIDE A STANDARD RECTANGULAR VALVE BOX. V17101N-SC 11/2" SLO-CLOSE SCH. 80 PVC, TRUE-UNION BALL VALVE WITH SOLVENT WELD SOCKET CONNECTIONS, LINE SIZE PER MAINLINE. INSTALL INSIDE A 10" ROUND VALVE BOX. HQ-44LRC-AW ACME THREAD QUICK COUPLER VALVE WITH LOCKING PURPLE COVER, INSTALL WITHIN 10" ROUND VALVE BOX ICV-XX1G-FS-AS-ADJ PRESSURE REGULATING, PLASTIC REMOTE CONTROL VALVE (RCV), SIZE AS SHOWN (1", 1 112" AND 2" SIZES), SET AS-ADJ PRESSURE REGULATOR TO PROVIDE THE OPERATING PRESSURE OF THE SPRINKLER I BUBBLER HEAD TO THE HIGHEST OR FARTHEST HEAD ON THE CONTROL VALVE ZONE. INSTALL THE RCV INSIDE A STANDARD RECTANGULAR VALVE BOX. ICV-XX1G-FS PLASTIC DRIP REMOTE CONTROL VALVE, SIZE AS SHOWN (1" AND 1112" SIZES). INSTALL A DISC FILTER AND AN INLINE PRESSURE REGULATOR ON THE DOWNSTREAM SIDE OF EACH DRIP REMOTE CONTROL VALVE (DRCV). FOR 1" DRCV'S INSTALL A RAIN BIRD LCRBY-1000 DISC FILTER AND A SENNINGER 1" PMR-30-MF PRESSURE REGULATOR FOR 1 112" DRCV'S INSTALL A RAIN BIRD LCRBY-1500 DISC FILTER AND A SENNINGER 1 114" PMR-30-HF PRESSURE REGULATOR USE A 1 1/2" SCH. 40 PVC THREADED COUPLING, A 1 112" X 1 114" PVC THREADED REDUCER BUSHING, AND A 1 114" X 2" SCH. 80 PVC NIPPLE AS REQUIRED TO CONNECT THE 1 114" REGULATOR TO THE DOWNSTREAM SIDE OF THE 1112" FILTER INSTALL THE DRCV ASSEMBLY INSIDE A JUMBO RECTANGULAR VALVE BOX. EGP32i-S EAGLE PLUS 32 STATION CONTROLLER WITH INTERNET COMMUNICATIONS CARD (i CENTRAL),COMPLETE WITH A STAINLESS STEEL, WALL MONTE□ ENCLOSURE. CONTROLLER IS COMPLETE WITH TWO (2) YEARS OF iCENTRAL INTERNET BASED CENTRAL CONTROL CONTRACTOR TO REGISTER iCENTRAL SOFTWARE AND FULLY PROGRAM THE CONTROLLER FOR AUTOMATIC PROGRAM ADJUSTMENT WITH RAINMASTER WEATHER DATA DOWNLOAD. CONTRACTOR TO PROVIDE PROOF OF REGISTRATION AND PROGRAMMING TO THE OWNER IF NECESSARY, PROVIDE AN ANTENNA FOR PROPER COMMUNICATION. RS-500 WIRED RAIN SENSOR, MOUNT IN RGVRSS ENCLOSURE ON THE SIDE OF THE CONTROLLER ENCLOSURE, WIRE TO THE CONTROLLER 120 VOLT ELECTRICAL POWER FOR CONTROLLER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD PURPLE "RECYCLED" PVC PIPE 3/4" -1 1/4" SCH. 40, SOLVENT WELD WITH SCH. 40 PVC FITTINGS, AS LATERAL LINES INSTALLED 12" BELOW FINISHED GRADE PURPLE "RECYCLED" PVC PIPE 1 112" SCH. 40, SOLVENT WELD WITH SCH. 80 PVC FITTINGS, AS MAINLINES INSTALLED 18" BELOW FINISHED GRADE PVC PIPE SCH. 80 AS SLEEVING, 2 TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED (2" MINIMUM SIZE) INSTALL ALL PIPE AND WIRE UNDER PAVING, HARDSCAPE, ETC. (OR AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE) INSIDE SLEEVES. SLEEVES UNDER PEDESTRIAN PAVING SHALL BE INSTALLED 24" BELOW FINISHED GRADE. SLEEVES UNDER VEHICULAR PAVING SHALL BE INSTALLED 36" BELOW FINISHED GRADE. WIRE BUNDLE TO BE CARRIED WITHIN SEPARATE SLEEVE. ALL FITTINGS USED WITH SOLVENT WELD MAINLINE PIPE SHALL BE SCH. 80 PVC FITTINGS, GRAY IN COLOR, AND SIZED TO MATCH THE THR MAINLINE PIPE. ALL FITTINGS USED WITH SOLVENT WELD LATERAL LINE PIPE SHALL BE SCH. 40 PVC, WHITE IN COLOR, AND SIZED TO MATCH THE LATERAL LINE PIPE. ALL THREADED PVC NIPPLES SHALL BE SCH. 80 PVC PIPE, DARK GRAY IN COLOR, WITH MOLDED THREADS. ALL SOLVENT WELD CONNECTIONS FOR BOTH MAINLINE AND LATERAL LINE SHALL BE MADE USING THE TWO-STEP PROCESS OF PRIMER AND SOLVENT CEMENT PRIMER SHALL BE LOW voe "PURPLE PRIMER". MAINLINE SOLVENT CEMENT SHALL BE LOW voe, "GRAY-HEAVY BODY" CEMENT. LATERAL LINE SOLVENT CEMENT SHALL BE LOW voe, "RED HOT BLUE GLUE" CEMENT. USE DAUBERS SIZED AT LEAST ONE-HALF THE SIZE OF THE LARGEST PIPE BEING JOINED. ALL SOLVENT CEMENTED JOINTS SHALL BE MADE PER THE PIPE AND FITTING MANUFACTURER'S RECOMMENDATIONS. P7079D POLYETHYLENE INSULATED, SOLID COPPER CONDUCTOR IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (UL APPROVED). PILOT WIRES SHALL BE RED IN COLOR, COMMON GROUND WIRE SHALL BE WHITE IN COLOR, SPARE WIRES SHALL BE YELLOW IN COLOR WHERE MULTIPLE CONTROLLERS ARE USED ON THE PROJECT, EACH CONTROLLER SHALL HAVE A DIFFERENT COLOR FOR PILOT WIRES. THE CONTRACTOR SHALL ROUTE TWO (2) SPARE CONTROL WIRES (YELLOW) FROM THE CONTROLLER ALONG THE MAINLINE IN ALL DIRECTIONS AWAY FROM THE CONTROLLER. LOOP SPARE WIRES UP AND INTO EACH VALVE BOX ALONG THE MAINLINE, PROVIDING A 3 FOOT MINIMUM LOOP. DBR/Y-6 DIRECT BURIAL (LL APPROVED) WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE SPLICES AND CONNECTIONS KSC-XXX-S SWING CHECK VALVE, LATERAL LINE SIZE, INSTALL ONE (1) ON THE DOWNSTREAM SIDE OF EACH RCV (WITHIN THE RCVVALVE BOX) WHEN THE RCV IS LOWER THAN THE SPRINKLERS, BUBBLERS OR DRIP EMITTERS. INSTALL WITHIN SPRINKLER I BUBBLER I DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. KC-XXX-S SPRING CHECK VALVE, LATERAL LINE SIZE, INSTALL ONE (1) ON THE DOWNSTREAM SIDE OF EACH RCV (WITHIN THE RCVVALVE BOX) WHEN THE RCV IS HIGHER THAN THE SPRINKLERS, BUBBLERS OR DRIP EMITTERS. INSTALL WITHIN SPRINKLER I BUBBLER I DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. P7079D POLYETHYLENE INSULATED, SOLID COPPER CONDUCTOR IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (UL APPROVED). PILOT WIRES SHALL BE RED IN COLOR, COMMON GROUND WIRE SHALL BE WHITE IN COLOR, SPARE WIRES SHALL BE YELLOW IN COLOR WHERE MULTIPLE CONTROLLERS ARE USED ON THE PROJECT, EACH CONTROLLER SHALL HAVE A DIFFERENT COLOR FOR PILOT WIRES. THE CONTRACTOR SHALL ROUTE TWO (2) SPARE CONTROL WIRES (YELLOW) FROM THE CONTROLLER ALONG THE MAINLINE IN ALL DIRECTIONS AWAY FROM THE CONTROLLER LOOP DETAIL A,B w C,D,E C,D,E C,D,E C,D,E C,F C,G NIA W-35 H J K L M N NIA NIA 0 0 p NIA NIA NIA O,P,Q Q N/A NIA NIA NO SYMBOL CARSIN VALVE BOXES, SIZE PER EQUIPMENT LEGEND, WITH T-COVER LIDS AND CAPTIVE BOLT AND LOC-KIT. FOR ROUND FLUSH VALES AND AIR RELIEF VALVES R * AS APPROVED USE MODEL 708, 10" ROUND SHALL BE MODEL 910, 12" STANDARD RECTANGULAR SHALL BE MODEL 1419, 12" JUMBO RECT. SHALL BE MODEL 1220, SUPER JUMBO SHALL BE MODEL 1324, AND SUPER JUMBO XL SHALL BE MODEL 1730. VALVE BOXES SHALL HAVE PURPLE HOPE BODY AND PURPLE LIDS. FOR USE IN NON-VEHICULAR TRAFFIC SITUATIONS ONLY. DO NOT INSTALL IN CONCRETE OR ASPHALT. RECYCLED WATER SIGNS, INSTALL QUANTITY AND LOCATIONS PER WATER DISTRICT AND COUNTY REQUIREMENTS AT TIME OF RECYCLED WATER CONVERSION 19no re 12/31/16 * Renewal Dote J' 07/26116 ~ Dote ,,.<' ~-c-:c Or c1,,LI< s NUMBER HZ 1 HZ2 / 1 2. 3. 4. 5. 6. 7. 8. 9. 10. IRRIGATION NOTES 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 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 OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 11. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE. 12. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 13. CONTRACTOR SHALL INSTALL ADDITIONAL CHECK VALVES TO HEADS AND LATERALS AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. INLINE CHECK VALVES SHALL BE INSTALLED WITHIN VALVE BOXES. 14. THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. VALVE CALLOUT LEGEND I CONTROLLER LETTER/ STATION NUMBER I VALVE SIZE IN INCHES I I VALVE FLOW RATE IN G.P.M. FOR DRIP TUBING ZONES A2.0 1.5" 35 30 --OPERATING PRESSURE (PSI) 1,750' -LENGTH OF DRIP TUBING lUBING 1 s 1.75 1,500 --ZONE AREA (SFT) LL L ZONE PRECIPITATION RATE (IN./HR) IRRIGATION METHOD SEE CHART HYDROZONE NUMBER SEE CHART HYDROZONE DESCRIPTION CHART IRRIGATION METHOD DESCRIPTION CHART DESCRIPTION OF THE HYDROZONE NUMBER DESCRIPTION OF THE IRRIGATION METHOD SHRUBS WITH DRIP TUBING B BUBBLERS TREE BUBBLERS OT DRIP TUBING I' f-' ' } 1 ' \ ' ' I ,,, 1· \ I 'LJ /\ ',/! ,----, /\,, _,,------,'\'v',L_L; / h_J ,[) / ,,n /\ ,' I I I \, I.Ji ', 11n1·./ / / :'----_/ i \/ A!\JO I. QI LJ ~, I \ ,' I ' I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN "AS BUil T" RC[ __ _ RFV L\t_D LIY " q(o)1lcSW("Peya,;ot .. <;.'..tn:t' (_g~l),c-:;~.(;S (\ w· en,,,.,.~wee11,cva:;,,,, 1--~,ni , 11",.q -ss:;,,:,.~ -L2.2 C/\TF J.AKDSCA_0 E 1\1P"OVT%11cNT :"~ANS ~OR: 1, /1... ~ lC7 (J' _Ci " T ' -n T) " -. _ _,__k.,i.'1'-'LJ....J l\u \ _J ~-----t--+----11 IRRIGATION LEGEND INIT AL l--------1 I ~ -' p' 011-=i'J . ~(1 c:'..:r, ~ Ll--\t , C"_/\~1i\!1'·,1G 1,1;\ t_ \J ';A_ DVv'N BY: ___ea Cl IKJ BY: oz___ R\/\,VD BV: _lG__ -CDP 15-17 DATF DR1\•!V~C ~10. 486-5L,.. WELO WORKSHEETS LANDSCAPE MANUAL APPENDIX E P-25(C) Planning Division 1635 Faraday Avenue (760} 602-4610 www.carlsbadca.gov WATER EFFICIENT LANDSCAPE WORKSHEET This worksheet is filled out by the project applicant and it is a required element of the Landscape Documentation Package. HYDROZONE INFORMATION TABLE Please complete the hydrozone table(s) for each hydrozone. Use as many tables as necessary to provide the square footage of landscape area per hydrozone. . •• •""" ••••'""""""'•"'N,,.. . . ----.. ... . -----.. -=-~"" Coritro!ler •~ Hydrozone"' Zone Irrigation Plant ti y-rduzone %of Total Of M-.ethod"'-* Type/Factor** Area (Sq. Ft.) Landscaped Valive (PF) Are.a A MW 1 !I, 0 .. 5 0 0 A IVlVl} 2 DT G •• 5 67'0 6."93.'% A M\-"'-,i 3 DT 0.5 1_,330 15.13'2'% A M\i\l 4 DT 0.5 951 9.-tl:li'.\r . A tvr~v 5 DT 1).5 85 V.38% . : A M\l'\/ 6 B 0.5 11 2:ffO 12.41'%-: A MVV 7 B 0.5 0 D.l}Ct% A 1./l1N 8 OT 0.5 623 6.44-% A f\,1'>.V 9 DT 0.5 2,,26.-5 2:3-.42% A M·vv 10 DT 0.5 231 2.91% A MW 11 DT 0.5 2,()65 21.35% A M\lV -, ~t "~ B ().5 0 n.ar;% 'TOTAL 9,670 ! 100.00% * Hydrozone VL W ~ Very Low Water Use Plants LW -Low Water Use Plants a!rrigation Method MS = Micro-spray S = Spray ***Plant Factor from WUCOLS /If or list as water feature as appropriate MW -Moderate Water Use Plants HW -High Water Use Plants R c:c Rotor 8= Bubbler D= Drip O = Other P-25(C) Page 1 of4 Revised 04112 WATER PRESSURE LOSS CALCULATIONS WATER METER NUMBER 1 WATER METFR SIZE (Inches) 1.50 HYDRAUUC GRADE• iNE (FT) 0 WATER METERELEVAT!ON (r T) 0 ELEVATIONDIFFERENCE·(FT) 0 STATIC PRESSURE (PSI): 8Q . .O REMOTE CONTROL VALVE # AB REMOTE CONTROL VALVE SIZE (In.) 1,50 RCV. DEMAN!J(GPfvll 19 TOTAL DFMAND (GPM) 19 HIGHEST HEAD SERVED \FT) 0 STATIC PRESSURE AT HIGHEST HEAD 0.0 PRESSURE LOSS CALCULATION IS PROVIDED FOR THIS PROJECT " BY SWEENEY & ASSOCIATES, INC. UNAUTHORIZED USE BY ANY ·· .. ··.·· ,.,.,co .. · .. ·. .. OTI7ERPERSON, COMPANY ORPROJECT IS FORFIDDEN WJTHOUT 'i.'' "'" ,,.-. -,;<: -. . '·,· , ... . '' ,.,,~ WRITTEN PERMISSION SIZE (Inches) DESCRIPTION rLOW # LOSS 2.00 SERVICE UN>c (50 FT OF TYPE K COPP cR) 19 1 Q.24 PSI 1.50 WATER METER (X)()C\ 1YPE) 19 2 l},70 PSI 2.00 BACKFLOW PREVENTER(RIP 1YPE) 19 3 12.00 PSI 2.00 FILTRATION (!IVYE rlLTER) 19 4 1,00 PSI 2.00 PRESSURE REGULATOR0MLKINS 500HLRi 19 5 0.00 PSI 2.00 BFD ASSEMBLY PIPING (BRASS WI 4ELLS) 19 e 0.28 PSf 1.50 MASTER CONTROL VALVE 19 7 0.45 P.SI 1 50 FLOW SENSOR 19 $ 1.00 PSI 1.50 ISOLATION VALVES (BALL TYPE) 19 9 1.00 PSI 1 50 465 FEET OF MAh'JUNE: CL 315 PVC ·• 19 10 4.51 PSI 150 10 · 90 DEGRcEELBOWS 19 13 070 PSI 1.50 REMOTE CONTROL VALVE ASSEMBLY 19 14 3.50 PSI 10% LATEAAL LINE LOSSES: 19 15 3.00 PSI 200/4 FITTING LOSS (IN ADDmON TO ELBOWS SHOWN) NIA 16 0.90 PSI 0.00 ELEVATION CHANGE (P.O C, TO HIGHEST HtAD) NIA 17 000 PSI TOTAL SYSTEM PRESSURF LOSS (SUMOF#1 T~RU#17) 18 29.3 PS! PRESSURE REQUIRED AT HEAD (OPERATING PRESSURE, 19 30.0 PSI TOTAL PRESSURE REQUHED (SUM OF #13 AND #19) . 20 59.3 PSI $TA TIC WATE.R PR!cSSIJRF /FROM Al3OVE) . 21 llC.O PS! RESIDUAL PRESSURE (SUBTRACT#:10 fROM #21) . 22 '2!J. 7 PSI SET PR\/ OR MG\/ AT (#20PLUS 'IQ PSI) 23 693 PS! PRESSURE BOOST. IF RFQUIRED (SET TO ACHIEVE 20. PSI RESIDUAL) 24 NIA PSI IRRIGATION CONTROLLERRUN TIMES ' Poe or Controller • • C • ,, ,, ~"" " APR AUG JAN FEB MAR MAY JUN JUL ETo I Month (Inches): ~ ~ ~ ~ . "'·" ~ .,,$;{$, ··~ ETo I Oay (tnches): 0.07 0.10 0.11 0.14 017 0.16 SEP 0.14 '~!YJ;:Y' frrJga1ibrt Daysi We--ak: • ... J!!!1l[ ! ~ ••• ,,:,>:,TV•:: . . Plant I lrrig. Type AKcc I Pr Rate I IE JAN FEB I MAR APR .MAY JUN I JUL AUG SEP . • • . . OCT NOV ,:},1l/, <~ 0.11 0.09 .... ~ .... I OCT NOV i MAXIMUM APPLIED WATER ALLOWANCE A landscape project subject to the Water Efficient Landscape Ordinance shall include the MAWA for the plans, including the calculations used to determine the MAWA. A landscape project shall not exceed the MAWA. The MAWA for a landscape project shall be determined by the following equation: MAWA = (ETo)(0.62)[(0.7 x LA)+ (0.3 x SLA)] The abbreviations used in the equation have the following meanings: MAWA ETo 0.62 0.7 LA 0.3 SLA Maximum Applied Water Allowance in gallons per year. Evapotranspiration in inches per year. Conversion factor to gallons per square foot. ET adjustment factor (ETAF) for plant factors and irrigation efficiency. Landscaped area includes special landscaped area in square feet. The additional ET adjustment factor for a special landscaped area (1.0 -0.7 = 0.3) Special landscaped area in square feel. Show Calculation: (44 )*(0.62)[(0.7 X 9670) + (0.3 X 0)]=184,658.32 MAXIMUM APPLIED WATER ALLOWANCE= __ 1_8_4_,_6_5_8 ___ GALLONS PER YEAR DEC Total I Avg. ·,q.:,: 44.07 0.07 0,12 ;., . -"~ -" . . ---' --" -. .. "" -DEC -------...... $.tiililit ·•· V !!I 3.0 4.0 I 4.4 5.6 5.7 6.2 I 6.8 $.5 5-7 I 4.4 3.fi 2.8 Min./Day/Zone lill'!i> 1\itiina> NL1mbe r of Zones: !VI 24,2 32.2 I 35.0 44.7 45.5 49,8 I 54,0 52.0 45,7 I 15 .. 2 27.7 22.0 Tot;i.1 Min./Day • I I ' . • ' :i:,.,1,$/11 ({() Lid! le,' .f 5-.1 6 .. 8 I 7.4 9.4 9.fl 105 I 11.4 11.0 9.6 7.4 !5.8 4.6 Min.Jnay/Zone Bili:ll;'llfr~ ;,-· · · Number Of Zones: 20A .n.2 29.6 37,8 38,4 42.0 I 45,6 43.9 Sll.6 29,8 23.4 18.6 Total Min./Drty : . i • ' Total NumberofZones: I 12 45 59 65 82 B4 92 100 96. 84 65 51 41 Total Min.lDay Total Controller Run Time. in Hours: ~.74 0.99 1.00 1.37 1.40 1.53 1.66 1,60 1.40 1,08 0.85 0,68 Total Hrs./Day . . JAN FEB MAR APR MAY JUN JUL AUG SEP 01'.);T NOV DEC • These· ·sc~edu1es are iflte11d"e"Cf0rii}/f0r c·Ci'mptiance --WitK ic)Cit( ~u rikf Pa"~ ··codes ~fl<ft1te"·~a te r-e·ffic1e·nna·tiCfaca pe ordlrt"a'Oc~-.. These. c8fr:U-·1a"HOrlS .... Note: ............... ··-repre.sentthe. MAXJMUM REASONABLE run :time·s and are used to-ensure that all irrigation may be completed during the speci.fic. watertng window allowed. These schedules do not include rainfall, site soil 1ypes, specicic exposures (shade vusussun), actualirrtgation days,. or specific slope .Position. It is ~lely the respon~ibili1y of the irrtgatfon cqntra®r to program the controller as requtred to a_ppJythe correct a:mou,it of irdgatJon water.for the 'fandsc.ape. All smart controllers shall be programmed using the .specified ET or weather sensing equtpment, satellite provided ET .. d.ata, soil moisture sensor~ and rain shut off devkes as required. Contractor shall provide a controller schedule inside the controller cabinet prior . "' ... to final turnover of the project t-01he owner. ESTIMATED TOTAL WATER USE A landscape project subject to the Water Efficient Landscape Ordinance shall include the ETWU for the plans, including the calculations used to determine the ETWU. The ETWU for a proposed project shall not exceed the MAWA. The following equation shall be used to calculate the ETWU for each landscaped area and the entire project: ETWU = (ETo)(0.62)(PF xHA +SlA)' IE The abbreviations used in the equation have the following meanings: ETWU ETo 0.62 PF HA IE SLA Estimated total water use in gallons per year. Evapotranspiration in inches per year. Conversion factor to gallons per square foot Plant factor from WUCOLS Ill Hydrozone Area in square feet. Each HA shall be classified based upon the data included in the landscape and irrigation plan as high, moderate, low, or very low water use. Irrigation Efficiency of the irrigation method used in the hydrozone. Special landscaped area in square feet. ~NDSCA ~olDM~N ~ 11 "'~ ~' .Af~Jc\.' lr~ Signature C1 12/31/16 -< * Renewal Date 07126/16 Dote J/\E Ii\ Tl,\L Hydrozone Table for Calculating ETWU Please complete the hydrozone table(s). Use as many tables as necessary. CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) f---------~--Hydrozone Number (1 -5 with SLA Zone Below -use as many Evapotranspiration Rate (ET01..• ______ .j>;c: Conversion Factor (Step 1 x Step 2) Plant Factor (PF)** (From WUCOLS) (VLW -HW 0.1 · 0.8) Area of Hydrozone (sq. _ft)(H~A~) ____ _ (Step 4 x Step 5) Irrigation Efficiency (IE)*** (Step 6 + Step 7) 0.5 4235 0.8 5,294 6,094 0.62 27.28 0.5 1,200 600 0.75 800 (Total All Step 8 + Total SLA sq. ft in Step 5) (Step 3 x Step 9) Estimated Total Water Use in gallons per year (ETWU). Total shall not exceed MAWA 166,244 ETo' West of 1-5 = 40.0 East of 1-5 and West of El Camino Real= 44.0 East of El Camino Real= 47.0 Applicant may provide a different ETo if supported by documentation subject to approval by the City Planning Division ** Plant Factor & Water Use 0.1 = VL W -Very Low Water Use Plants 0.3 = L W -Low Water Use Plants 0.5::: MW -Moderate Water Use Plants 0.8 = HW -High Water Use Plants H*/E Micro-spray= . 80 Spray= .55 Rotor= .70 Bubbler= . 75 Drip= .80 Applicant may provide a different IE if supported by documentation subject to approval by the City Planning Division (Turf and Landscape Irrigation Best Management Practices, April 2005) !!\ i\ i ,,,.--J, " •! L (l /\J,, / y \J' I_ J ) I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN "AS BUil T" \i\Hc't~Cl, [SJ ~:r<JJ t 1rsJ1 "'"!.-6~on 1 10:sn ,1:,1-cnso L2.3 s1--1r=-r=---;-I C -_1., T V Q T7_'r (' :\ T,J 1 C D /\ ~, J l I \J.1..\ _<,,_l_if..J .1...i..L/ ~Li\\~l:\G Dl\/!Sl □N 19 ,l--+-----1 G__J __ __:_.::.==-------=---= LA NDSC A?E .. 111'.,0 V l:MENT ~~,\NS FOK DEL P IHI I. C'f• I /\k_)--:_., l IRRIGATION CALCULATIONS J i\l.)PRUV C,',tv'\ GV: CB I 'RC:JC:C NO. rJ.4 ' 11,J TIAL L-; /\ TC NITl/1_ ~:: IKD uv-_ _DZ CDP 15-17 i OTHE"? ,-\p•_Jc\QVAL C! l y AF·FROV/\._ R \/\/'i=:: Bv. IG I 486-SL., --------INSTALL POP-UP SPRAY HEAD FLUSH WITH FINISHED GRADE IN TURF AREAS f-------POP-UP SPRAY HEAD, 6" -12" HEIGHT, SEE LEGEND FOR BRAND, MODEL, FEATURES, AND NOZZLES REQUIRED_ SPRINKLER INLET HAS 1/2" NPT THREADS_ 1~:;111;,j ___ mf_=_ -------INSTALL POP-UP SPRAY HEAD 1/2" ABOVE FINISHED GRADE IN SHRUB AND GROUND COVER AREAS ilII l I [LIi _ 11 UNDISTURBED SOIL I i'll, I lnl Ir =II; TT-I ,-----SIX (6) INCH POP-UP SPRINKLER HEAD 12" r---PRE-ASSEMBLED POLY, TRIPLE SWING JOINT, 1/2" MIPT INLET AND OUTLET WITH A 12" LAY LENGTH, SAME MANUFACTURER AS SPRINKLER HEAD. 6" POP-UP HEAD CONFIGURATION SHOWN_ SCH 40 PVC SxSxT TEE FITTING, LATERAL X LATERAL X 1/2" SIZE WITH FIPT THREADS ! PVC LATERAL LINE PIPE, TYPE AND SIZE AS SHOWN ON DRAWINGS, INSTALL BELOW FINISHED GRADE AT DEPTH SHOWN ON -l.a----~~~======::::::~='t'.E[1i_l_ LEGEND AND PIPE INSTALLATION DETAIL / -~-+-------TWELVE (12) INCH POP-UP SPRINKLER HEAD /"---------12" POP-UP HEAD SWING JOINT CONFIGURATION NOTE: INSTALL SPRAY HEADS 4" FROM PAVING EDGE IN TURF AREAS_ INSTALL SPRAY HEADS 6" FROM PAVING EDGE IN SHRUB AND GROUND COVER AREAS_ INSTALL SPRAY HEADS 12" FROM THE FACE OF BUILDING WALLS OR WINDOWS_ INSTALL SPRAY HEADS PLUMB_ ADJUST NOZZLE STREAM TO COVER THE LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. POP-UP SPRINKLER HEAD SHRUBS OR GROUND COVERS,-----------"""'- SEE FLANTING PLANS MULCH LAYER, SEE PLANTING PLANS---:c;-----,--;------,----,, TURF, SEE PLANTING PLANS----\ SECTION VIEW -N_T_S_ FINISHED GRADE _ _ _ ___ _ ___ , _ [) ---n FINISHED GRADE AMENDED SITE SOIL-----i l=i I 1=1 1-,11 i=:-:i I j_j j j_! I ::::: I 1: 4" IN SHRUB BEDS DRIP TUBING WITH 0.6 GPH DRIP i lHJ II l_!ll-_. --IJ_-I _I IJi-1 '1111-11111 _-I-IT' I 111 EMITTERS INSTALLED 12" ON ----------_, _-. · -----,---· I ON CENTER INSIDE ENTIRE '--I -I LENGTH OF DRIP TUBING - 1/2" MIPT X 17mm BARB MALE ----=+'--I '--'-I IH' I -I • -I I I II III1 I ___ I_ I I I i ADAPTER FITTING, TWO (2) REQUIRED - FOR TEE FITTING, ONE (1) FOR 90" ELL I _i_l i i 1I _j I --I i I =j 1=--: !i=- SCH_40PVCTHREADEDTEE------= ,.e===;;-II -• OR 90' ELL FITTING, 1/2" SIZE ll [ j . I _ . _ ' SCH_8QPVCTHREADEDNIPPLE,-----1,,J.-1I_, __ I11 i--II 11 !. --i C 1/2" X LENGTH AS REQUIRED I i i l i I Ii I 'I GPH IRRIGATION PRODUCTS FLEXIBLE NIPPLE,---++--+1-oH j j j l- #GFN050600, 1/2" MIPT X 1/2" FIPT X 66'"~L=E~NG~T~H~ __ 2:f,_{~':_!a_:~I SCH_ 40 PVC SLIP X SLIP X 1/2" FIPT-,lJ l=- TEE FITTING, HEADER SIZE BY 1/2" -------- DRIP TUBING SUPPLY OR DISCHARGE------1----,'-- HEADER, PVC LATERAL LINE PIPE, 1 1/4" MINIMUM SIZE, OTHERWISE SIZE PER THE DRAWINGS GPH IRRIGATION PRODUCTS 9" PVC---, COATED WIRE STAKE, #GDTS140900, INSTALLED FIVE (5) FEET ON CENTER NOTE: 12" MINIMUM DRIP TUBING CONNECTION REQUIRED FOR ALL CONNECTIONS BETWEEN DRIP TUBING AND PVC HEADERS_ FOR CONNECTIONS AT END RUNS OF TUBING, USE A 90" ELL FITTING AND ONE ADAPTER FITTING FOR CONNECTION_ FOR CONNECTIONS IN THE MIDDLE OF RUNS OF TUBING, USE A TEE FITTING AND TWO ADAPTER FITTINGS FOR THE CONNECTION_ SECTION VIEW -N,T_S_ @ DRIP CONNECTION i --,,----DRIP LINE OF CANOPY TREE OR PALM ~,'>~, ~~ UNDISTURBED SOIL -! I :.__~-~-.. ~ . ' ' ' i---.~.4~-;-c, ----ROOT BALL OF TREE OR PALM 4 i ! »-=~.A+-6" POP-UP STREAM BUBBLER HEAD WITH A 90' ARC PATTERN STREAM BUBBLER NOZZLE, SEE THE LEGEND FOR ALL REQUIRED COMPONENTS. ADJUST THE i i NOZZLE STREAMS TO WET THE ROOT BALL AND AMENDED SOIL AREA WITHOUT HITTING. THE TRUNK OF THE TREE OR PALM_ SEE POP-UP SPRINKLER DETAIL FOR INSTALLATION. ,,-,,_-,-----~~--3/4" PVC LATERAL LINE PIPE '-c' ___ 3/4" PVC TEE FITTING 1--------3/4" PVC LATERAL LINE PIPE FROM RCV NOTE: POSITION STREAM BUBBLER HEADS THREE (3) FEET FROM THE TRUNK OF THE TREE OR PALM. PLAN VIEW -N_T_S_ @ TREE BUBBLER LAYOUT TOP OF SLOPE~ IN-LINE □-RIP TUBING IN ROWS 12 ---16--~------INCHES ON CENTER (SPACING DECREASING FROM TOP TO BOTTOM) ·-.. ,/'" -- -__ / _ ------ i PVCHEADER- MIN. 3/4" SIZE __J __J 7-__/2 ___ --PVC HEADER I DRIP CONNECTOR, REFER SIZE PER PL-'.'N FLUSH VALVE TO LEGEND '-.___ MIN_ SIZE 3/4' IRRIGATION RCV INLINE LATERAL SWING CHECK BOTTOM OF SLOPE VALVE TO BE PLACED BETWEEN DRIP TUBING AT 2' ELEVATION INTERVALS OR AS NECESSARY TO PREVENT EXCESSIVE LOW HEAD DRAINAGE F INSTALL DRIP FLUSH VALVE PER DETAIL AT THE END OF EACH TUBING SECTION PER PLAN. SECTION VIEW -N_T_S_ @ DRIP ON SLOPE I DRIPLINE TUBING EXTENDS TO LIM ITS SHOWN ON PLANS 4- 1 I I LINES FOR ARV BLANK TUBING TO I CONNECT DRIP TUBING ----AIR RELIEF VALVE, INSTALL AT HIGH POINT OF THE DRIP TUBING SYSTEM J------PVC HEADERS EXTEND ACROSS J 7 PLANTED AREAS FOR DRIPLINE '7 1 TUBING GRID (TYPICAL) 1 DRIPLINE TUBING~ EXTENDS TO LIMITS SHOWN ON PLANS +- +- +- ---I I I • I I __.__ I I I I +------• CONNECTION BETWEEN_____,/ l DRIPLINE AND PVC HEADER 1 +- --. ----+--+- A •---PVC SUPPLY HEADER, SEE PLANf>J 1 1/4" MINIMUM SIZE, 12" BELOW GRADE tl I I I !'.l" I _.i 'c /,. ._ --+ I I I I ----~ -,,, ' !• • -J:ONNECTION BETWEEN l __ ___. -DRIPLINE AND PVC HEADER ._ fr?\ 1,---4------FLUSH VALVE/ 1:~ICATOR HEAD, i : _\_JJ_ ---/,,. INSTALL ON DIS~HARGE HEADER. ---f'- •--------PVC DISCRARGE HEADER, SEE •-PVC SUPPLY HEADER, SEE PLANS, : PLANS, 1 1/4" MINIMUM SIZE, : 11/4" MIN. SIZE, 12" BELOW GRADE --e 12" BELOW GRADE -1 ---f'- L~~~=,,.m=ITT GRID OF DRIPLINE TUBING, SEE DRIP CONTROL VALVE _J SEE PLANS AND DETAILS ~-DRIPLINE TUBING ROWS, SPACING APPROXIMATELY AS INDICATED ON THE LEGEND, ADJUST TO EVEN SPACING NOT TO EXCEED SPACING ON THE LEGEND. ROWS ADJACENT TO THE PLANTER EDGE (PAVING) SHALL BE SPACED 4" FROM THE PAVING EDGE. ALL ROWS SHALL BE PARALLEL AND AT THE SAME DEPTH. PLANS FOR SIZE, 11/4" MINIMUM, INSTALLED 12" BELOW GRADE © FOR INSTALLATION PVC LATERAL LINE TO ADJACENT GRID OF DRIPLINE TUBING, SEE PLANS FOR SIZE, 11/4" MINIMUM, INSTALL 12" BELOW GRADE ~----PAVING SURROUNDING AND ADJACENT TO PLANTER AREA "----------VALVES AND PIPE SHOWN IN PAVING FOR CLARITY ONLY, ALL TO BE INSTALLED IN PLANTER. NOTE: SEE LEGEND AND PLANS FOR THE NUMBER OF AIR RELEASE VALVES AND FLUSH VALVES REQUIRED FOR EACH DRIPLINE CONTROL ZONE. DRIP TUBUBING LAYOUT INSTALL POP-UP INDICATOR HEAD 10" OFF OF PAVEMENT OR THE EDGE OF PLANTED AREA SERVED BY DRIP TUBING ,-0,,,,...~---POP-UP INDICATOR HEAD, WITH A ,l'---4"'------,l'-----6 -----hi' GPH IRRIGATION DRIP FLUSH NOZZLE, MODEL #GDFN, ORANGE COLORED NOZZLE TO REMAIN IN THE CLOSED POSITION DURING SYSTEM OPERATION AND OPENED FOR SYSTEM FLUSHING. ------RECYCLED WATER WARNING TAG, CHRISTY'S MODEL ID-MAX-P2-RC009 -----AIR /VACUUM RELIEF VALVE, INSTALL AT THE HIGH POINT OF THE SYSTEM PLAN VIEW -N.T.S. ©"'F~lg1l 2Dlt S-ey & hsociclo:;, Inc DIRECT FLUSH STREAM INTO PLANTER_ I!" 1" ,,,~ INSTALL POP-UP INDICATOR HEAD I • rn--11 111 I I l I 11 -i I 11=I I iT ~~;tu~0:Jlb~t~~~ i~~~I~REAS PLASTIC ROUND VALVE BOX, 7" SIZE, HEAT BRAND "AR" ONTO LID_ INSTALL A CHRISTYS MODEL 3800 RECYCLED WATER VALVE MARKER ONTO BOX LID ~+-----1---'----c, -'I<- '---FINISHED GRADE IN SHRUB AREAS F=11i i i_n=± ___ IJ1-l=i ,6_1 im~11_11 in= __ :'=r ___ 111=~ UNDISTURBED SOIL ~~ 11 1-11 =III,~'{__=I I = 1=-1 11= ---SUBSURFACE DRIP TUBING, DEPTH AS SHOWN ON LEGEND AND DETAIL 2" MIN i I =I j= I;~ ~I __ , ~-AMENDED OR NATIVE SOIL 1 " NOTE: ---DRIP CONNECTION ASSEMBLY, SEE DRIP TUBING CONNECTION DETAIL ---DISCHARGE HEADER SHALL BE INSTALLED 12" BELOW FINISHED SOIL GRADE, TYPICAL ---SCH 40 PVC SxSxT TEE FITTING, LATERAL X LATERAL X 1/2" SIZE WITH FIPT THREADS f-----RAIN BIRD 1812, 12" POP-UP HEAD ---PRE-ASSEMBLED POLY, TRIPLE SWING JOINT, 1/2" MIPT INLET AND OUTLET WITH A 12" LAY LENGTH, GPH IRRIGATION MODEL #GSJ0512 -------DRIP SYSTEM DISCHARGE HEADER, PVC LATERAL LINE PIPE, TYPE AND SIZE AS SHOWN ON LEGEND, OR 1 1/4" MINIMUM SIZE PER THE DRIP INSTALLATION DETAILS INSTALL INDICATOR HEAD 10" FROM THE EDGE OF PAVING OR THE PLANTER EDGE_ INSTALL ORANGE COLORED INDICATOR NOZZLE ON POP-UP HEAD AND ADJUST TO FULLY CLOSED. SECTION VIEW -N_T.S_ ® FLUSH VALVE/INDICATOR HEAD r-~..d.1/ _ __::__,i!s. )ii'----"=Ll~----,~ SUB-SURFACE DRIP TUBING, DEPTH PER LEGEND -----LANDSCAPE FABRIC, WRAP UP AND OVERALL OPENINGS BRICK SUPPORTS, 2 REQ_ ~-------CRUSHED 3/4" ROCK, MIN. 4" DEPTH INSIDE BOX ~-------COMBINATION TEE FITTING, TUBING X TUBING X FIPT, SAME MANUFACTURER AS DRIP TUBING_ USE 3/4" X 112" PVC THREADED REDUCER BUSHING AS REQUIRED SECTION VIEW -N,T_S_ @ AIR RELIEF VALVE , /\; (' / / / °') ''-._/ / "AS BUil T" lXP ___ _ RFVL\,./lL BY, L2.4 j ! CITY OF CJi,n:LSDftJ) 1 '. Sh1'9~'s I '' PU\\N-\0 JIV:S[l~I , , ------~="---'=== -I ! --+ 7 12/31/16 Renewol Dote 07/26/16 I rr:;t\lJSClil'= LvlPROVEMC:NT '~1\_\lc ,'O_~ -~IPASEO DEL NORTE -----t-------------------+---------j--------1 _ _.I IRRIGATION DETAILS --I I ;,~P,O /l[ l~-4-t.l C:t-l::::t\.....;,\\- __ _, , r _i' N ~I 1 'l ,_;___ CAT j_,S_'.1~\_ C I Y APP1~8V/L UR1\VI/ NG NO.I CDP 15_-_17~1 486-5[..J ,-------FINISH GRADE IN TURF AREAS ,---PLASTIC RECTANGULAR VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "MCV" ONTO LID. NOTE: PVC MAINLINE FROM BACKFLOW DEVICE OR BASKET STRAINER, USE SCH 80 PVC 45' ELBOWS TO ACHIEVE MAINLINE DEPTH AS REQUIRED RECYCLED WATER WARNING TAG, CHRISTY'S MODEL ID-MAX-P2-RC009 FINISHED GRADE IN SHRUB AREAS --\tf:-f,=ryp-----24" WIRE LOOPS AND 3M DBRN-6 WATERPROOF WIRE CONNECTORS :::rn::i------"'----.__ PVC MAINLINE TO FLOW SENSOR, PIPE PER PLANS AND SPECIFICATIONS ,----BRICK SUPPORTS, 4 REQUIRED ~ TWO WIRE PATH TO ::-_-_-_-_-_-_--....,1' CONTROLLER, IN CONDUIT IF INDICATED IN LEGEND ------3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH ------LANDSCAPE FABRIC TO COVER BOTTOM AND ALL SIDES OF VAL VE BOX -----ELECTRIC MASTER CONTROL VALVE, SEE LEGEND FOR TYPE -----LASCO #896 PVC UNION SLIP X MIPT, SIZE PER RCV, 2 REQUIRED FOR ASSEMBLY USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX. SECTION VIEW -N.T.S. ® MASTER CONTROL VALVE ,-------FINISHED GRADE IN TURF AREAS ,---PLASTIC RECTANGULAR VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOG-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "RCV" AND CONTROL STATION# ONTO LID. INSTALL A CH RI STYS MODEL 3800 RECYCLED WATER VALVE MARKER ONTO BOX LIO. RECYCLED WATER WARNING TAG, CHRISTY'S MODEL ID-MAX-P2-RC009 FINISHED GRADE IN SHRUB AREAS VALVE NUMBER ID TAG, CHRISTYS MODEL ID-STD-P1 i+==''f-1-t=--24" WIRE LOOPS AND PVC PIPE, AS---l•--"''--i~ 3M DBRN-6 WATERPROOF WIRE CONNECTORS SCH. 80 PVC 90' ELL FITTING' LATERAL LINE, SIZE PER PLANS, TYPE PER LEGEND BRICK SUPPORTS,:::--Q:s;Jl!.i:,; FOUR (4) REQUIRED LASCO #896 PVC UNION---- SLIP X MIPT, SIZE PER RCV, TWO (2) PER ASSEMBLY LANDSCAPE FABRIC TO-----~ COVER BOTTOM AND ALL SIDES OF VALVE BOX ELECTRIC REMOTE CONTROL------~ VALVE, SEE LEGEND FOR TYPE NOTE: +-+--PVC MAINLINE PIPE' PVC MAINLINE PIPE RISER', LENGTH AS REQUIRED TAPE WIRES TO RISER USING BLACK ELECTRICAL TAPE ~-,11~-,--,--314" CRUSHED GRAVEL, 4" MINIMUM DEPTH SCH. 80 PVC ffE OR 90' ELL FITTING ON MANIFOLD MAINLINE, SIZE AS 2" X RCV X RCV (TEE) OR 2" X RCV (ELL) • ABOVE INDICATES SIZE PER RCV USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. USE STANDARD BOX OPENINGS FOR ALL PIPING INTO THE BOX, DO NOT CUT THE BOX. SECTION VIEW -N.T.S. REMOTE CONTROL VALVE ,-----------PVC MAINLINE FROM MASTER CONTROL VALVE, NO FITTINGS WITHIN UPSTREAM OR DOWNSTREAM OF THE SENSOR AS SHOWN ,-------FINISH GRADE IN TURF AREAS 10 PIPE DIA. --PLASTIC RECTANGULAR VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "FS" ONTO LID. INSTALL A CHRISTY'S MODEL 3800 RECYCLED WATER VALVE MARKER ONTO BOX LID. --------RECYCLED WATER WARNING TAG, CHRISTY'S MODEL ID-MAX-P2-RC009 FINISHED GRADE IN SHRUB AREAS ~Tf'-'1frr..LL--24" WIRE LOOPS AND 3M DBRN-6 WATERPROOF WIRE CONNECTORS 314" CRUSHED GRAVEL,~ 4" MINIMUM DEPTH LANDSCAPE FABRIC TO PVC MAINLINE TO THE IRRIGATION SYSTEM. USE SCH 80 PVC 45' ELBOWS TO ACHIEVE THE MAINLINE DEPTH AS REQUIRED COVER BOTTOM AND ALL SIDES OF VALVE BOX FLOW SENSOR, SEE LEGEND --~ FOR BRAND, MODEL AND SIZE TWO WIRE PATH TO CONTROLLER, -~ IN CONDUIT IF INDICATED ON THE LEGEND BRICK SUPPORTS, 4 REQUIRED ---~ NOTE: USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX. SECTION VIEW -N.T.S. CD FLOW SENSOR =-------FINISHED GRADE IN TURF AREAS ---INLINE, PRE-SET PRESSURE REGULATOR, SIZE PER RCV --DRIP SYSTEM WYE FILTER, SIZE PER RCV PVC PIPE.,---r, ---.,.-< AS LATERAL - LINE, SIZE PER PLANS, TYPE PER LEGEND BRICK SUPPORTS, _j FOUR (4) REQUIRED LASCO #896 PVC UNION -~ SLIP X MIPT, SIZE PER RCV, TWO (2) PER ASSEMBLY LANDSCAPE FABRIC TO COVER THE BOTTOM AND SIDES OF VALVE BOX ELECTRIC REMOTE CONTROL---~ VALVE, SEE LEGEND FOR TYPE NOTE: I PLASTIC RECTANGULAR 'JUMBO' VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "RCV" ANO CONTROL STATION# ONTO LID. INSTALL A CHRISTY'S MODEL 3800 RECYCLED WATER VALVE MARKER ONTO BOX LID. 2" FINISHED GRADE IN SHRUB AREAS VALVE NUMBER ID TAG, CHRISTY'S MODEL ID-STD-P1 ~----RECYCLED WATER WARNING TAG, CHRISTY'S MODEL ID-MAX-P2-RC009 ~r\i'rum~~lcl_--f__::::---24" WIRE LOOPS AND 3M DBRN-6 WATERPROOF WIRE CONNECTORS SCH. 80 PVC 90' ELL FITTING' _}---PVC MAINLINE PIPE' TAPE WIRES TO RISER USING BLACK ELECTRICAL TAPE ~ PVC MAINLINE PIPE RISER', LENGTH AS REQUIRED SCH. 80 PVC TEE OR 90" ELL FITTING ON MANIFOLD MAINLINE, SIZE AS 2" X RCV X RCV (TEE) OR 2" X RCV (ELL) • ABOVE INDICATES SIZE PER RCV ~-314" CRUSHED GRAVEL, 4" MINIMUM DEPTH USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. USE STANDARD BOX OPENINGS FOR ALL PIPING INTO THE BOX, DO NOT CUT THE BOX SECTION VIEW -N.T.S. DRIP REMOTE CONTROL VALVE NOTE: ,--------FINISHED GRADE IN TURF AREAS PLASTIC 10" ROUND VALVE BOX WITH BLACK COLORED T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOCK-KIT. HEAT BRAND "BV" ONTO LID. INSTALL A CHRISTY'S MODEL 3800 RECYCLED WATER VALVE MARKER ONTO BOX LID. -----FINISHED GRADE IN SHRUB AREAS ,----~-,,,-----LASCO "SLO-CLOSE" SCH. 80 PVC, I 'I TRU-UNION BALL VALVE, WITH HOPE ___ , BUTT FUSED CONNECTIONS. 2" SIZE i' \ i' · PER MANIFOLD MAINLINE /-----(i]I~ -.;--------RECYCLED WATER WARNING TAG, CHRISTYS MODEL ID-MAX-P2-RC009 I"""'--c--71--------6" DIAMETER PVC CL. 160 PIPE, LENGTH AS REQUIRED, 12" MINIMUM ><J-----BRICK SUPPORTS, • THREE (3) REQUIRED o "9••-----ONE CUBIC FOOT OF 0 oOt 314" CRUSHED GRAVEL 00~; ~n ~ 2" PVC IRRIGATION MANIFOLD MAINLINE, SEE LEGEND FOR SPECIFICATION -------SOLVENT WELD PVC CONNECTIONS PROVIDE ONE (1) 30" LONG STEEL "VALVE KEY" FOR EACH TEN (10) BALL VALVES INSTALLED ON THE PROJECT. Q) BALL VALVE CONTROLLER.SEE---~-, LEGEND FOR BRAND, MODEL AND SIZE BUILDING WALL BY OTHERS 314" STEEL-~-a CONDUIT TO RAIN SENSOR WEATHER--:-:--~-Jn:=: II II II I' 54" I II II ! I ii 0 SECTION VIEW -N.T.S. NOTE: ALL INTERIOR CONDUITS AND J-BOXES SHALL BE STEEL ~-1" CONDUIT, SWEEP AND J-BOX FOR ELECTRICAL POWER SUPPLY 11-+t---tt------1" CONDUIT FOR RAIN SENSOR -t-t-------2" CONDUIT FOR RCV WIRES, MCV WIRES AND FS WIRES ,------1 114" CONDUIT FOR GROUND WIRE -----CONDUIT SUPPORTS, 12" 0.C. -----JUNCTION BOX, SIZE PER CONDUIT PROOF STEEL JUNCTION BOX ! I 12" __,,---FLOOR OF BUILDING, BY OTHERS , I c'-c---"sc-"s----~-.-. -:-. --.f •' ... • PVC CONDUIT ',, .. . . • . •, . . . . . . AND SWEEP ~ EXTEND CONDUIT A MIN. OF 12" FROM THE EDGE OF BUILDING NOTE: SIZE TO MATCH INTERIOR DETAIL SHOWS FRONT VIEW OF CONTROLLER AND A SIDE VIEW EXAMPLE OF A WALL PENETRATION. EACH CONDUIT REQUIRES A J-BOX ON THE INTERIOR AND EXTERIOR OF THE BUILDING. SECTION VIEW -N.T.S. @ WALL MOUNTED CONT.ASSEMBLY " ~,-iDSCA r,OLDM~N .. ~ -"' --' 12/31/16 "' ,:-, --, D/, _ ----,----+---1-~ ,-----------FINISHED GRADE IN TURF AREAS -------RECYCLED WATER WARNING TAG, 3" 'k-- PVC MAINLINE'-- SEE LEGEND AND SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED 0 CHRISTY'S MODEL ID-MAX-P2-RC009 ----PLASTIC 10" ROUND VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LDC-KIT. HEAT BRAND "QCV" ONTO LID. = 2" FINISHED GRADE IN SHRUB AREAS ~--=-------QUICK COUPLING VALVE, SEE LEGEND FOR BRAND AND MODEL r----1ln-r'-½----.~----314" CRUSHED GRAVEL, 4" MINIMUM DEPTH I1-,------LANDSCAPE FABRIC TO 0 c. ~ COVER BOTTOM AND ALL SIDES OF VALVE BOX ::!zj~!!J l~Q-,----BRICK SUPPORTS, 3 REQUIRED "<"'---------LASCO SNAP-LOK PVC SWING JOINT WI MALE BRASS STABILIZER ELBOW AND SNAP-LOK COLLAR 1" QCV USE MODEL G13S-218 i---PVC IRRIGATION MAINLINE ( -------,r-,,__j _ _:::'.:__J~-:::J--~SCH 80 PVC SxSxT TEE FITTING, ~ MAINLINE x QCV INLET SIZE NOTE: ----------REBAR STAKES, 112" DIAMETER x 24" LONG, TWO REQUIRED USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. QUICK COUPLERS SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE SECTION VIEW -N.T.S. ® QUICK COUPLER VALVE FINISH SOIL GRADE ~-UNDISTURBED SITE SOIL -:-:111--.·. ,.._+-+-----CLEAN, COMPACTED BACKFILL SOIL, "'...i ... -r-1-~-11f±:ij:c--RECYCLED WARNING TAPE, RUN I ---.I . . . .. ~··•···A.····.,·-· ·~-'-"-'B SEE SPECIFICATIONS I I ' CONTINUOUSLY ON TOP OF THE = 1 ~ 1 '! MAINLINE AND 12" ABOVE THE MAINLINE .-11 [ _I -,-~-1---,--+--+.---IRRIGATION NON-PRESSURE LATERAL LINE ;,---t---,----H--t::=~--IRRIGATION PRESSURE MAINLINE ".-T-/ 1-1 ~-!==t-i~i~=--LOWVOLTAGE CONTROL WIRES, [ I-~,,~ D .. ·•· DJ 1-D . IN CONDUIT IF SPECIFIED ON LEGEND 1--1 k;-',---=.-'==~D\t,--,-',c=l==rcF~◄:;;_:_-+-1---CLEAN SOIL PIPE BEDDING, SEE CHART @ [, I [1-,,l ~--'-------SEPARATION BETWEEN PIPES AND TRENCH WALLS, SEE CHART PIPE SIZES A B C D SIZES 314" TO 2 112" 12" 18" 18" 4" SIZES 3" AND 4" 18" 24" 24" 4" SIZES 6" AND LARGER X 30" 24" 6" SECTION VIEW -N.T.S. PIPE INSTALLATION t J!c,,'.;O ${'/ O:)n,"OI' )</,n s,,1:c c :,1,_;.,i,,:,d, c~ s,2sGJ cf'o.r,;w,oc•~<:-t"·,.,,,,c,(;am.t (.951/ ·1si-Gf'.<C w 1.'!iv:,JV ("~rav,,s10:.-:❖,r:h '_gr;11 -·,G: 50J"0 0.£:T:: NI IIA: -! 1 D/\1-I HIT/-1_ ,:_H:-iE~ APPl~UV/\_ L2.5 S Tl: 8 ,--, !\ ',' \/ I I I : I I v,, \IL 'J "AS BUil T" XP ___ _ =:iRO,Ji2 I \JO. CDP 15-17 486-St.. I = 11 -I ' :--;-- I :::___I -I I 111 1= i I I D I I . 1 ' ·B ' --PAVING, SEE SITE PLANS ' I I: ~-UNDISTURBED SITE SOIL -=.;_~--SAND BACKFILL COMPACTED TO --i EQUAL DENSITY OF EXISTING SOIL -OR PAVING BASE MATERIAL I -s-J--rc-1c-~f=~:f--RECYCLED WARNING TAPE, RUN '\ CONTINUOUSLY ON TOP OF THE I::_:: 1-MAINLINE AND 12" ABOVE THE MAINLINE IJ-~+-,----l,~+"-"------4-------'l--l----'---IRRIGATION LATERAL LINE IN SLEEVE D . .1 ,.C...-'4-'--l-'---'---IRRIGATION MAINLINE IN SLEEVE ~-'F-+i---J-c--LOW VOLTAGE CONTROL WIRES, I OR CONDUIT, IN SLEEVE . i I ... I .-~--------SEPARATION BETWEEN PIPES AND TRENCH WALLS, SEE CHART PIPE SIZES A B C D ALL SIZES UNDER PEDESTRIAN PAVING 12" 24" 24" 4" ALL SIZES UNDER VEHICULAR PAVING 24" 36" 36" 6" NOTE: SLEEVES SHALL BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED WITHIN, EXCEPT WHEN USING BELL AND GASKET PIPING WHERE MAINLINE SLEEVES SHALL BE 2.5 TIMES THE SIZE OF THE PIPE. SLEEVES SHALL EXTEND 12" PAST THE EDGE OF PAVING INTO THE PLANTER. SECTION VIEW -N.T.S. ® SLEEVE INSTALLATION 3.5" POTABLE WATER MAINLINE! MINIMUM REQUIRED VERTICAL SEPAR.ATIOJiN;i=::::':=======:::;::11;-:::2" RECYCLED WATER IRRIGATION / MAINLINE IN SLEEVE~ NOTE: C. ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN THE "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS WATER DISTRICT" RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS OCTOBER 1993. SECTION VIEW -N.T.S. POTABLE MAINLINE CROSSING f////,'//////'//'/'/=✓k .... -._:-~. • BUBBLER HEAD, SEE LEGEND FOR SPECIFICATION TOP 1" BELOW FINISH GRADE x--x---c,....,--~~J-c--.,----c~'i=-__,--CONCRETE SIDEWALK AND TREE GRATE, SEE LANDSCAPE PLANS I ·-:, -, lLJ-.----'-ct"-++=---1/2" KBI ANTI-DRAIN VALVE -~~+--==-;-' ---SCH 80 NIPPLE, LENGTH -1-1' . AS REQUIRED, 2 REQUIRED ', I --1 ~ 11 i NATIVE SOIL . . '-"--'-----'------C.1--=--=-"-I ¾ii --' PVC LATERAL LINE, SEE LEGEND. -...___ ___ 1/2" PVC ELL (SxT) ..,__ ____ AMENDED BACKFILL ~------------ROOT BALL OF PALM SECTION VIEW -N.T.S. ' . @ TREE GRATE BUBBLER LAYOUT NOTE: 1--------LOW VOLTAGE WIRES, 3 MAXIMUM ~-----WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE ~~l=ta=r,'aa-------CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE 111-~-----POLY TUBE PRE-FILLED WITH WATERPROOF GEL ,----LOCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED SCOTCH LOK ELECTRICAL SPRING CONNECTOR. WIRES SHALL BE PRE-STRIPPED OF 1/2" OF THE INSULATION PRIOR TO INSERTION INTO THE CONNECTIOR. TWIST CONNECTOR ONTO WIRES TO SEAT FIR.ML Y . SCOTCHLOK CONNECTOR AND WIRES INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS WIRE CONNECTOR SHALL BE A 3M DBR/Y-6 DIRECT BURY SPLICE KIT (U.L. APPROVED). KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2 -3 #14 OR 2 #12 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. SECTION VIEW -N.T.S. @ WIRE CONNECTION FINISH GR.ADE NOTE: WHERE POTABLE LINES AND CONSTANT PRESSURE RECYCLED WATER LINES CROSS, THE RECYCLED LINES SHALL BE INSTALLED BELOW THE POTABLE LINE IN A CLASS 200 PURPLE COLORED PVC SLEEVE, THE SLEEVE SHALL EXTEND 5-FEET ON EITHER SIDE OF THE POTABLE LINE FORA TOTAL OF 10 FEET. t POTABLE WATER LINE 12''---------------12" MINIMUM CLEARANCE (TYPICAL) 0 ~-----------RECYCLED PRESSURE MAINLINE AND SLEEVE NOTE: 1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE OR DRIPASSEMBLYTO FACILITATE SERVICING OF THE VALVE OR EQUIPMENT. 2. SET RCV AND VALVE BOX ASSEMBLY IN GROUND COVER OR SHRUB AREAS WHERE EVER POSSIBLE, VALVES IN TURF AREAS TO BE APPROVED BY LANDSCAPE ARCHITECT. 3. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO ADJACENT PAVING EDGE. 4. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT THE COLLAPSE AND I OR DEFORMATION OF VALVE BOXES. 5. BOX LOCATIONS SHALL BE STAKED IN THE FIELD PRIOR TO MAINLINE INSTALLATION FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT. BALL VALVE BOX, TYPICAL VALVE BOX, TYPICAL--- ALIGN BOX EDGES ++ ++ ++ EDGE OF TURF, WALKWAY, DRIVEWAY OR, PAVING OCV BOX, TYPICAL NOTE: VALVE BOXES SHALL BE INSTALLED IN SHRUB AND GROUND COVER AREAS. NO VALVES SHALL BE INSTALLED IN TURF AREAS WITHOUT PRIOR APPROVAL BY THE LANDSCAPE ARCHITECT. PLAN VIEW -N.T.S. ©oo,rW 2014 Swee,ey & Assod,t'3, Inc. @ VALVE BOX LAYOUT SIDEWALi<-----~ CURK------ -----METER BOX WITH METER /24" I I d---+-------+---- 12" MINIMUM J 10' MINIMUM WATER IRRIGATION MAINLINE WITH SLEEVE / RECYCLED WATER IRRIGATION MAINLINE WITH SLEEVE ------ NOTE: VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM THE POTABLE MAINLINE IN THE STREET. SECTION VIEW -N.T.S. SECTION VIEW -N.T.S. @ POTABLE MAINLINE CROSSING -------ROOT BALL OF TREE r---BUBBLER HEADS PER LEGEND AND AS SHOWN ABOVE. INSTALL TWO (2) BUBBLER HEADS PER PALM TREE . . PLAN VIEW -N.T.S. N.T.S. @oojl)l'ight JOii S""'ney & A!s:,:iole,, Inc @) POTABLE SERVICE LINE CROSSING I ~ ---- ~ ~ ~ Renewal Date * 07/26116 ---------;------- ! I ' Ll A i"E NI r 1\L -Rc\/lS o=s G\J-K m Vi:JRK 6'-0" 48" NOTE: 1. TWO MINIMUM PER SITE DESIGN NOTES: 20" 5 9" 1/2" CAUTIO,,~--'--IL RECYCLED WATER SED FOR IRRIGATION DO NOT DRINK CUIDADO AGUA RECLAMADA UNICAMENTE PAR.A REGAR PROHIBO TOMAR 1. 2" SQ. ALUMINUM TUBE PAINTED TO MATCH FRAZEE "OR.ANGE PEAL" 2. FINISH GR.ADE 3. CONCRETE FOOTER 4. 9"x14"x1l8" ALUMINUM PAINTED TO MATCH PURPLE PMS #266 5. HP WHITE VINYL GRAPHICS 6. USE VANDAL PROOF HARDWARE TO ATTACH THE SIGN TO THE POST 3" 1'-2" 4 SECTION VIEW -N.T.S. @ RECYCLED WATER SIGN I\ 1-)PP() \/r::-0 i~ (-' ,-. I,, , I , '/ I ! ',>.JJ / < / L) i---.---', '', ' -. ,---~. I(' a : I \ ,, \ / . __ J f--11 -,, ,' ,r· ', ,,\ ,' t i 1,_) t \l /\i\/ 0 0/ j', _r, i ,' ;__ '1 / \,· Ti( l 0 ,, / , \' L, r,,\,·,: y' , •\ : ,..-'-1 : 1 n : r , ,-, ,Jr;: r r-, ,' C-' ,r- 'Ji\11 //\/(/,' l__j'i)tt\/(_7 _,1--., _,, t_ ''--.,. l ~ e_ i ' J '. L..._ L I' ' \ ' (' n I / / ()_1\/ /1 ,~ ,r-J/ i .'\iT,'1\/!' l __ ~_)(./1 '•,. I -~ r-L._, ',,/ V ,' // ·v U ,' I ,_,/ I I '---) ,' /:Ji/' /1/ \ [__ ',,, "AS BUil T" 1 ,J,e R~L C:XP DATI ! -,~ . I~; f, f G /, f i O I\; lH:51GiJ ;, f, iJ (: (; liSl'l.T N ::; 3j7_l!) ~';I C\in'/0!\ Dri•,,. 5.\lllC C RF\! ~l \,-/l "C EY Jttl t,lc,nd~ C, 92S6) IV o, ., fo f, > w,; 01 ~•1;1 s ,,,., . ,; or,': , · -:ss11 d~J 63$0 ····· •~•. WWW q/\'-,O'l,,y,1'•,C•C.L(•l• if: ·:'Vill 4G1·GB'iG L2.6 1 r\s=i-=1u, I ('1 C I I s;FcT CIT'[ OF n !\ 1 i T c:: D A D -, I S1-!C[-1S I I " I v ~.1,_ .LJU J}._ I) _Af\l\rN:::i ='VlSL~ 19 ~i\N_l~CA"'F: iMPRO VEME:_~'-' PLIIKS PO-{: ~ A:::: t 0 ]' r::-_ _,/ _j --j 1\[ C) ff ll' t l'TTA'''' _) r·· \ ) -I I '0-_ l....J , ---- IRRIGATION DETAILS --------------------- i AJJl-;RC\/l.l: {~ er-E.1\...-:,_it_ ~ ·2-'?·l\c> --I ~ Fi A \II, hlG I --- ------DW,\ SY: CB .. I 1)-'.Cut.C:T [\iQ. -D1u,w1N:; Nol --- INI-/',_ I J /', -, l... IC I1\L C <C BV: DZ CDP 15-17 U~I ..., -er~ l c' I ,, ! 486-51.--) ___ ,)\,"""\ !, ! en-ER /\PPkDV/1,I C -y APPROVA.I -\V\N; BY: _JG__ SECTION 02810 LANDSCAPE IRRIGATION PART 1 -GENERAL 1.1 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. 1.2 CONSTRUCTION DRAWINGS A. Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc. which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc. as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting, and architectural features. B. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. When an item is shown on the plans but not shown on the specifications or vice versa, it shall be deemed to be as shown on both. The Landscape Architect shall have final authority for clarification. C. The Contractor sha\\ not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences or discrepancies ln area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of the Landscape Architect as soon as detected. In the event this notification is not performed, the Irrigation Contractor shall assume full responsibility for any revision necessary_ 1.3 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 a\\ 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 furnish 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. A!! 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. 1.4 SUBMITTALS A Water Pressure Test 1. After award of contract and before any irrigation system materials are ordered from suppliers or delivered to the job site, submit to the Owner a written verification of the existing water pressure on the project at each of the points of connection shown. 2. The water pressure test shall be performed to measure the dynamic water pressure at the point of connection at the maximum flow rate of the proposed inigation system as shown on the point of connection note. Dynamic water pressure is when water is flowing through the point of connection. Static water pressure readings, water is not flowing, are not acceptable. 3. Written dynamic water pressure test confirmation shall be made on the contractor's letterhead and include the flow rate during the test, the recorded water pressure, the date of the test and the time of the test. R Material List 1. After award of contract and before any irrigation system materials are ordered from suppliers or delivered to the job site, submit to the Owner a complete list of all irrigation system materials, or processes proposed to be furnished and installed as part of this contract. 2, The submittals materials list shall include the following information: a. A title sheet with the job name. the contractor's name, contractor's address and telephone number, submittal date and submittal number. b. An index sheet showing the item number (i.e. 1,2,3, etc.); an item description (i.e. sprinkler head}; the manufacturer's name (Le. Hunter Industries); the item model number (i.e. l-40-ADV/36V); and the page(s) in the submittal set that contain the catalog cuts. c. The catalog cuts shall be one or two pages copied from the most recent manufacturer's catalog that indicate the product submitted. Do not submit parts lists, exploded diagrams, price lists or other extra information. d. The catalog cuts shall dearly indicate the manufacturer's name and the item model number. The item model number, all specified options and specified sizes shall be circled on the catalog cuts. e. Submitta!s for equipment indicated on the legend without manufacturer names, or "as approved\ shall contain the manufacturer, Class or Schedule, ASTM numbers and/or other certifications as indicated in these specifications. 3. Submittal materials list format requirements: a. Submittals shalt be provided as one complete package for the project. Multiple partial submltta1s will not be reviewed. b. Submittal package shall be stapled or bound in such a way as to allow for disassembly for review processing. Submittals shall not have tabs, tab sheets, spiral binding, or any other type of binding that will interfere with automated copying of submittals. c. Submittal package shall have all pages numbered in 'the lower right hand corner. Page numbers shall correspond with submittal index. d. Re~submitted packages must be revised to include only the equipment being re- submitted. Equipment previously reviewed and accepted shall not be re-submitted in the materials list/index sheet or in the catalog cut sheet package. C. Substitutions: !f the Irrigation Contractor wishes to substitute any equipment or materials for those equlpment or materials listed on the irrigation drawings and specifications, he may do so by providing the following information to the Landscape Architect or Owner's authorized representative for approval. 1. Provide a written statement indicating the reason for making the substitution. 2. Provide catalog cut sheets, technical data, and performance information for each substitute item. 3. Provide in writing the difference in installed price if the item is accepted. D. The Landscape Architect or Owner's authorized representative will allow no substitutions without r,rior written acceptance E. No s1,bstitutions of pump manufacturers, distributors or assemblies will be accepted. 1.5 1.6 1.7 1.8 1.9 F. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. G. The Landscape Architect or Owner's authorized representative will not review the submittal package unless provided in the format described above. 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, and electrical supply connection to the irrigation system. B. Irrigation design is based on the available static water pressure shown on the drawings, Contractor shall verify static water on the project prior to the start of construction. Should a discrepancy exist, notify the Landscape 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 Landscape Architect and Owner who will arrange for relocations. The 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 prior to paving operations. F. The Contractor shall verify and be familiar with the existing irrigation systems in areas adjacent to and within the Project area of work. G. The Contractor shall protect all existing irrigation systems, in areas adjacent to and within the project area of work, from damage due to his operations. H. Contractor shall notify Owner's Representative if any existing system is temporarily shut off, capped or modified. Provide 48-hour notice, prior to turning off or modifying any exiSting irrigation system. l. The Contractor shall repair or replace a!! existing irrigation systems, in areas adjacent to and within the project area of work, damaged by the construction of this project. Adjacent irrigation systems shall be made completely operational and provide complete coverage of the existing landscaped areas. All repairs shall be complete ta the satisfaction of the Owner's Representative. J. The contractor shall provide bore holes under any existing pavement or paving encountered for the required lateral, mainline and low voltage control wire sleeving. Bore holes under 2 inches in diameter and smaller shall be made with a BulletMole® underground boring tool as manufactured by Dimension Tools, LLC (Contact telephone number (888)-650-5554 or at www.bulletmole.com). Bore holes larger than 2 inches in diameter shall be made with an approved mechanical boring tool. No air jacking or hydraulic boring of any kind shall be allowed. INSPECTIONS A. The Contractor shall permit the Landscape Architect and Owner's authorized representative to visit and inspect at all times any part of the work and shall provlde safe access for such visits. B. Where the specifications require work to be tested by the Contractor, lt shall not be covered over until accepted by the Landscape Architect, Owner's authorized representative, and/or governing agencies. The Contractor shall be solely responsible for notifying the Landscape 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 Contractor's expense. C. Inspections will be required for the following at a minimum: 1. Pre-construction meeting. 2. System layout. 3. Pressure test of irrigation mainline (Four hours at 125 PSI or 120% of static water pressure, whichever is greater.) Mainline pressure loss during test shalt not exceed 2 PSI. 4. Coverage test of irrigation system. Test shall be performed prior to any planting. 5. Final inspection prior to start of maintenance period. 6. Final acceptance prior to turnover. D. Site observations and testing will not commence without the field record drawings as prepared by the Irrigation Contractor. Record drawings must be complete and up to date for each site visit. E. Work that fails testing and is not accepted will be retested. Hourly rates and expenses of the Landscape Architect, Owner's authorized representative, and governing agencies for re- inspection or retesting will be paid by the Irrigation Contractor at no additional expense to Owner. STORAGE AND HANDLING A. Use all means necessary to protect irrigation system materials before, during, and after installation and to protect the instaHatlon work and materials of all other trades. ln 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. 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. TURNOVER ITEMS A. Record Drawings: 1. Record accurately on one set of drawings all changes in the work constituting departures from the original contract drawings and the actual final installed locations of all required components as shown below. 2. The record drawings shall be prepared to the satisfaction of the Owner. Prior to final inspection of work, submit record drawings to the Landscape Architect or Owner's authorized representative. Final as-built plans will be required to be reviewed and approved by the City and final plans will be required to be approved and signed by the City prior to release of securities, 3. All record drawings shall be prepared using AutoCAD 2016 drafting software and the original irrigation drawings as a base. No manual drafted record drawings shall be acceptable. The Contractor may obtain digital base files from the Landscape Architect or Owner's authorized representative. 4. If the Contractor is unable to provide the AutoCAD drafting necessary for the record drawings the irrigation designer does provide record drawing drafting as a separate service. 5. Prior to final inspection of work, submit record drawings plotted onto vellum sheets for review by the Landscape Architect or Owner's authorized representative. After acceptance by the Landscape Architect, City Inspector or Owner's authorized representative re-plot the record drawings onto reproducible Mylar sheets. The Contractor shall also provide record drawing information on a digital AutoCAD Release 2016 drawing file. All digital files shall be provided on a compact disc (CD) clearly marked with the project name, file descriptions and date. a. Record drawing information and dimensions shall be collected on a day~to-day basis during the inst.3I!ation of the pressure mainline to fully indicate all routing locations and pipe depths. Locations for all other irrigation equipment shall be collected prior to the final inspection of the work. b. Two dimensions from two permanent points of reference such as buildings, sidewalks, curbs, streetlights, hydrants, etc. shall be shown for each piece of irrigation equipment shown below. Where multiple components are installed with no reasonable reference point between the components, dimensioning may be made to the irrigation equipment. All irrigation symbols shall be clearly shown matching the irrigation legend for the drawings. All lettering on the record drawings shall be minimum 1 /8 inch in size. 6. Show locations and depths of the following items: a. Point of connection {including water POC, backflow devices, master control valves, flow sensors, etc.) b. Routing of sprinkler pressure main lines (dimensions shown at a maximum of 100 feet along routing) c. Isolation valves d. Automatic remote control valves {indicate station number and size) e, Quick coupling valves f. Drip air rellef and flush valves g. Routing of control wires where separate from Irrigation mainllne h. Irrigation controllers (indicate controller number and station count) i. Related equipment (as may be directed) B. Controller Charts: 1. Provide one controller chart for each automatic controller, Chart shall show the area covered by the particular controller. The areas covered by the individual control valves shall be indicated using colored highlighter pens. A minimum of six individual colors shall be used for the controller chart unless less than six control valves are indicated. 2. Landscape Architect or Owner's authorized representative must approve record drawings before controller charts are prepared. 3. The chart is to be a reduced copy of the actual "record" drawing. ln the event the controller sequence is not legible when the drawing is reduced, it shalt be enlarged to a readable size. 4. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 20 mils in thickness. C. Operation and Maintenance Manuals: 1. Two individually bound copies of operation and maintenance manuals shall be delivered to the Landscape Architect or Owner's authorized representative at least 10 calendar days prior to final inspection. The manuals shall describe the material installed and the proper operation of the system. 2. Each complete, bound manual shall include the following information: 3. Index sheet stating Contractor's address and telephone number, duration of guarantee period, 11st of equipment including names and addresses of local manufacturer representatives. a. Operating and maintenance instructions for all equipment. b. Spare parts lists and related manufacturer information for all equipment. D. Equipment: 1. Supply as a part of this contract the following items: a. Two (2) wrenches for disassembly and adjustment of each type of sprinkler head used in the irrigation system. b. Three 30-inch sprinkler keys for manual operation of control valves. c. Two keys for each automatic controller. d. Two quick coupler keys with a 1" bronze hose bib, bent nose type with hand whee! and two coupler lid keys. e. One valve box cover key or wrench. f. Six extra sprinkler heads of each size and type. g. For specified ball valves if required: One (1) 5-foot long valve handle, to fit the specified ball valves. 2, The above equipment shall be turned over to Owner's authorized representative at the final inspection. 1.10 COMPLETION A. At the time of the pre~maintenance period inspection, the Landscape Architect, Owner's authorized representative, and governing agencies will inspect the work, and if not accepted, wlll prepare a list of items to be completed by the Contractor. Punch list to be checked off by contractor and submitted to Landscape Architect or Owner's authorized representative prior to any follow-up meeting. This checked off list to indicate that all punch list items have been completed. At the time of the post-maintenance period or final inspection the work will be re- inspected and final acceptance will be in writing by the Landscape 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. B 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 constitute an emergency (i.e, broken pressure line) the 0Nner 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. C. 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 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: Paseo Del Norte PROJECT LOCATION: City Of Calrsbad CONTRACTOR NAME: Rick McKee al BSD Builders ADDRESS: 8825 Rehco Rd. Suite A San Diego, Ca 92121 TELEPHONE: (858)-657-9186 x118 SIGNED: DATE: PART 2 -MATERIALS 2.1 SUMMARY Use only new materials of the manufacturer, size and type shown on the drawings and . , specifications. Materials or equipment installed or furnished that do not meet Landscape Architects, Owner's. or governing agencies standards will be rejected and shall be removed 'from the site at no expense to the Owner. 2.2 PIPE A Pressure supply line between the water meter and the backflow prevention device shall be type K copper, one size larger than backflow device. 8. Backflow prevention assemblies, and all other above grade assemblies, shall be constructed of threaded brass pipe and threaded brass fittings the same size as the backflow device, unless otherwise directed. C. Pressure supply lines 1 1/2 inches in diameter and smaller downstream of the backflow prevention unit shall be Schedule 40 solvent weld PVC conforming to ASTM 01785. O. Non-pressure lines 3/4 inch in diameter and larger downstream of the remote control valve shall be SCH 40 solvent weld PVC conforming to ASTM Di785. E. Recycled water PVC pipe to be color-coded purple in color marked on two sides with recycled water warning statements "Caution-Recycled Water". Recycled water piping must be accepted by the local recycled water governing agencies. 2.3 METAL PIPE AND FITTINGS A. Brass pipe shall be 85 percent red brass, ANS!, 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, or brazed as indicated on the drawings, 2.4 PLASTIC PIPE AND FITTINGS A. Pipe shall be marked continuously with manufacturer's name, nominal pipe size, schedule or class, PVC type and grade, National Sanitation Foundation approval, Commercial Standards designation, and date of extrusion. B. All plastic pip!;: shall be extruded of an improved PVC virgin pipe compound in accordance with ASTM D2672, ASTM D2241 or ASTM 01785. ,&,, ; ,_ -'\H[l C(,f\!',i,_;2 'fi-i\!:::_; r,, t,, I ,'-..1 /-1 ,I\'' / __ j //\/ G "AS BUil T" <P. _____ _ replace any damage resulting from the repairing or replacing of such defects at no ,,1,cr ~-.-~. ,:~ s-lsr,1 additional cost to the Owner. We shall make such repairs or replacements within 10 · in!n,:c.":'"''''·~Y"~'"'--"-"''1. us,J ,:15;,.Garn calendardaysfollowingwrittennotificationbytheOwner. lntheeventofourfailureto ,,:~;wv • .. ,.,·~··1~~00; . ..::on-,t,;sstJ<lC-,-Gc.•:, L2 7 l\S::J=:=T]R Lr\[.. make such repairs or replacements within tt1e time specified after receipt of writ~teeinl!Jn_g0Qtic9:est,_ ___ , _______________________ 1 ___ 1 ___ 1 ___ 1 __ _:T=.:•...:. __ :-;___;;:_.;:..::..c.c:.,;_ ______ _--_--_--_:_:_:_:--------------------------;-;--:-:---------=:i 12/31/16 Renewal Dote 07/26/16 Date ---··---- DA i- I ---- 1 ~IT i\ D/.,T= NI I Al 1 s~lc. II CITY _Or:' Cf\RLSBi\J 11 s-,F-s 10 , 0 _1\N\TNG D-\/ S~T_-_N___ 19 =-==-~ ,A_~_JSCAl'Ii: JMP,~OVE',l"cNT e>~i\NS -o": f;f.l, 1\0lfl'L _1 11 IRRIGATION SPECIFICATIONS t~l ?rc ~1~~*~ CB DZ _JG __ i ::iRCJ,JECT \JD. I LCQP 15-17 1 C. All solvent weld PVC fittings shall be standard weight Schedule 40 (and Schedule 80 where specified on the irrigation detail sheet, all mainline fittlngs shall be Schedule 80 PVC) 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 sha!! be injection molded. All tees and ells shall be side gated. All fittings shall conform to ASTM D2464 and ASTM D2466. D. AU threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM 01785. E. All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied per the manufacturer's recommendations. Cement shall be of a fluid consistency, not gel-like or ropy. Solvent cementing shall be in conformance with ASTM D2564 and ASTM D2855. F. When connection is plastic to metal, female adapters shall be hand tightened, plus one turn with a strap wrench. Joint compound shall be non-lead base Teflon paste, tape, or equal. G. All pressure mainlines installed with solvent weld PVC fittings shall be installed with concrete thrust blocking at all directional changes in the mainline routing. Concrete thrust blocking shall not be required when ductile iron fittings and mechanical restraints are specified. 2.5 BACKFLOW PREVENTION UNITS A. The backflow prevention unit shall be of the manufacturer, size, and type indicated on the drawings. B. The backflow prevention unit shall be installed in accordance with the requirements set forth by local codes. C. The backflow enclosure shall be of the manufacturer, size, and type indicated on the drawings. 2.6 VALVES A Ball Valves: 1. Ball valves shall be of the manufacturer, size, and type indicated on the drawings. 2. All ball valves shall have a minimum worklng 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 1" 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. 3. Vinyl quick coupler cover to be purple in color with the words "Warning-Recycled Water- Do Not Drink" permanently marked on 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. 3. Provide Christy's valve ID tags for each remote control valve with valve number. 2.7 VALVE BOXES A Valve boxes shall be fabricated from a durable, weather-resistant plastic material resistant to sunlight and chemical action of soils. B. The valve box cover shall be purple in color and secured with a hidden latch mechanism or bolts. C< The cover and box shall be capable of sustaining a load of 1,500 pounds. D. Valve box extensions shall be by the same manufacturer as the valve box. E. The plastic irrigation valve box cover shall be an overlapping type. F. Automatic control valve, master valve, and flow sensor boxes shall be 17"x11"x12" 'nominal' rectangular size. Valve box covers shall be marked "RCV" with the valve identification number, or "MV", "FS" "heat branded" onto the cover in 1-1/4 inch high letters/ numbers. G. Drip air relief valve boxes shall be 6" circular size. Valve box covers shall be marked with "ARV" "heat branded" onto the cover in 1-1/4 inch high letters. H. Quick coupler and ball valve boxes shall be 10" circular size. Valve box covers shall be marked with "QCV" or "BV" "heat branded" onto the cover in 1-1/4 inch high letters. L Valve box cover shall be purple in color and permanently marked (attached tags are not acceptable) on valve box cover plate with the words "Warning-Recycled Water-Do Not Drink". 2.8 AUTOMATIC CONTROLLER A. Automatic controller shall be of the manufacturer, size, and type indicated on the drawings. B. Controller enclosure shall be of the manufacturer, size, and type indicated on the drawings. C. Controller shall be grounded according to local codes using equipment of the manufacturer, size, and type indicated on the drawings; or as required by local codes and ordinances. 2.9 ELECTRICAL A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations. B. AB 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, stze as indicated on the drawings, and in no case smaller than 14 gauge. B. Remote control wire shall be 14 AWG solid core twisted pair, type as indicated on the irrigation drawings. C. Connections shall of the manufacturer, size, and type Indicated on the drawings. D. Common 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). E. Ground wires shall be green \n color or bare copper and in no case smaller than 6 gauge. 2.11 IRRIGATION HEADS AND DRIP EMITTERS AND INLINE DRIP TUBING A. !rrlgation heads, drip emitters and inline drip tubing shall be of the manufacturer, size, type, with radius of throw, operating pressure, and discharge rate indicated on the drawings. B. C. Irrigation heads, drip emitters and inline drip tubing shall be used as indicated on the drawings. Irrigation heads shall have purple recycled water warning cover. 2.12 DRIP IRRIGATION EQUIPMENT Drip tubing equipment such as flush valves, air relief valves, wye strainers and pressure regulators shall be of the manufacturer, size, and type indicated on the drawings. 2.13 MISCELLANEOUS EQUIPMENT A. Landscape Fabric: 1. Landscape fabric for valve box assemblies shall be 5,0-oz. weight woven polypropylene weed barrier. Landscape fabric shall have a burst strength of 225 PSI, a puncture strength of 60 lbs. and capable of water flow of 12 gallons per minute per square foot. 2. Type: DeWitt Pro 5 Weed Barrier or approved equaL B. Equipment such as flow sensors, rain sensors, flush valves, air relief valves, wye strainers, and master valves shall be of the manufacturer, size and type indicated on the drawings. PART 3 -EXECUTION 3.1 SITE CONDITIONS A. Inspections: 1. Prior to all work of t~iis 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 Landscape Architect or Owner's authorized representative. 2. Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved. C, Grades: 1. Before starting work, carefully check all grades to determine that work may safely proceed, keeping within the specified material depths with respect to finish grade. 2. Final grades shall be accepted by the Engineer before work on this section will be allowed to begin. D. Field Measurements: 1. Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. Contractor shall coordinate the installation of all irrigation materials with all other work. 2. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding wlth work under this section. 3. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities, which are caused by his operations or neglect. E. Diagrammatic Intent 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. F. 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 to differences between site and drawings. Where piping is shown on drawings under paved areas, but running parallel and adjacent to planted areas, install the piping in the planted areas. G. Water Supply: Connections to, or the installation of, the water supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no additional expense to Owner. H. Electrical Service: 1. Connections to the electrical supply shall be at the locations sllown on the drawings. Minor changes caused by actual site conditions shall be made at no additional expense to Owner. 2. Contractor shall make electrical connections to the irrigation controller. Electrical power source to controller locations shall be provided by others. 3. Contractor shall make electrical connections to the irrigation controller. 230-volt single~ phase electrical power source to pump assembly location shall be provided by others per NEC codes. 3.2 TRENCHING A. Excavations shall be straight with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching excavation shall follow layout indicated on drawings to the depths below finished grade and as noted. Where lines occur under paved area, these dimensions shall be considered below subgrade. B. Provide minimum cover of 18 inches on pressure supply lines 2 ½ inches and smaller. C. Provide minimum cover of 18 inches for control wires within planters. D. Provide minimum cover of 24 inches for control wires within sleeves below paving. E. Provide minimum cover of 36 inches on pressure supply lines under vehicular travel ways. F. Provide minimum cover of 12 inches for nonMpressure lines. G. Pipes installed in a common trench shall have a 4-inch minimum space between pipes. 3.3 THRUST BLOCKS A. Thrust blocks must be constrllcted of Class "B" concrete. B. Thrust blocks shall be poured against undisturbed site soil. C. PVC fitting joints shall be kept free of concrete. Do not encase fitting in concrete. 0. Thrust blocking shall be sized to provide the minimum bearing areas as shown below. Bearing areas indicated have been calculated for Class 200 PVC pipe at a test pressure of 150 PSI in soil with 2,000 PSI bearing capacity, Increase thrust block sizing as necessary for varying soil conditions. 1. Provide a minimum thrust block bearing area of 2.0 square feet on all bends (all degrees) and tees installed on pressure supply lines 4 inches and smaller. 3.4 BACKFILLING A. Backfill material on all lines shall be the same as adjacent soil free of debris, litter, and rocks over 1 /2 inches in diameter. B. C. D. Backfill shal! be tamped in 4-inch layers under the pipe and uniformly on both sides for the full width of the trench and the full length of the pipe. Backfill materials shall be sufficiently damp to permit thorough compaction, free of voids. Backfill shall be compacted to dry density equal to adjacent undisturbed soil and shall conform to adjacent grades. Flooding in Heu of tamping is not allowed. Under no circumstances shall truck wheels be used to compact backfill. E. Provide sand backfill a minimum of 4 inches over and under all piping under paved areas. 3.5 PIPING A. Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving Is permitted under asphalt pavement. B. Cutting or breaking of existing pavement is not permitted. C. Carefully inspect all pipe and fittings before installation, removing dirt, scale, burrs, and reaming. Install pipe with all markings up for visual inspection and verification. D. Remove all dented and damaged pipe sections. E. All lines shall have a minimum clearance of 4 inches from each other and 12 inches from lines of other trades. F. Parallel lines shall not be installed directly over each other. G. In solvent welding, use only the specified primer and solvent cement and make all joints in strict accordance with the manufacturer's recommended methods including wiping all excess solvent from each weld. Allow solvent welds at least 15 minutes setup time before moving or handling and 24 hours curing time before filling. H. PVC pipe shall be installed in a manner, which w!II provide for expansion and contraction as recommended by the pipe manufacturer. !. Center load all plastic pipe prior to pressure testing, J. All threaded plastic-to~plastlc connections shall be assembled using Teflon tape or Teflon paste. 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 male adapters. 3.6 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. 3.7 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. C. All connections shall be of an approved type and shall occur in a valve box. Provide an 18- inch service loop at each connection. 0. An expansion loop of 12 inches shall be provided at each wire connection and/or directional change, and one of 24 inches shall be provided at each remote control valve. E. A continuous run of wire shall be used between a controller and each remote control valve. Under no circumstances shall splices be used without prior approval. 3.8 VALVES A. Automatic control valves, quick coupler, and ball valves are to be installed !n 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. E. Provide valve ID tags for each remote control valve with valve number. 3.9 VALVE BOXES A. Valve boxes shall be installed in shrub areas whenever possible. 8. Each valve box shpll be installed on a foundation of 3/4 inch gravel backfill, 3 cubic feet minimum. Valve boxes shall be installed with their tops 1/2 inch above the surtace of surrounding finish grade in lawn areas and 2 inches above finish grade in ground cover areas. 3.10 IRRIGATION HEADS DRIP EMITTERS AND INLINE DRIP TUBING A. Irrigation heads. drip emitters and in!ine drip tubing shall be installed as indicated on the drawings. B. Spacing of heads and inline drip tubing 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. 3.11 BACKFLOW PREVENTION UNITS A Backflow Prevention Units shall be installed as indicated on the drawings. The backflow prevention unit shall be installed in accordance with the requirements set forth by local codes. B, The exact location of the backflow device shat! be approved by the Landscape Architect or owner's authorized representative before installation. C, The contractor shall be responsible for the testing and certification of the backflow device for proper operation. Testing and certification shall be performed by a state qualified backflow tester. 3.12 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 18 inches from walks, curbs, header boards, or paved areas where applicable. C. Install devices such as rain sensors, flush valves, and air relief valves, master valves and flow sensors as indicated on the drawings and as recommended by the manufacturer. 3.13 FLUSHING THE SYSTEM A. Prior to installation of irrigation heads. the valves shall be opened and a full head of water used to flush out the lines and risers. _, 12/31/16 Ill\ I NIT ./\L B. Irrigation heads shall be installed after flushing the system has been completed. 3.14 ADJUSTING THE SYSTEM A. Contractor shall adjust valves, align heads, and check the coverage of each system prior to coverage test. 8, If it is determined by the Landscape Architect or Owner's authorized representative that additional adjustments or nozzle changes will be required to provide proper coverage, all necessary changes or adjustments shall be made prior to any planting. C. The entire system shall be operating properly before any planting operations commence. D. Automatic control valves are to be adjusted so that the irrigation heads, drip emitters and inline drip tubing operate at the pressure recommended by the manufacturer. 3.15 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 Landscape Architect, Owner, and governing agencies. B. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. C. When the sprinkler system is completed, the Contractor shall perform a coverage test of each system in its entirety to determine if the water coverage for the planted areas is complete and adequate in the presence of the Landscape Architect. D. The Contractor shall furnish all materials and petform all work required to correct any inadequacies of coverage due to deviations from the plans, or where the system has been wlllfully installed as indicated on the drawings when it is obviously inadequate, without bringing this to the attention of the Landscape Architect This test shall be accepted by the Landscape Architect and accomplished before starting any planting. E. Areas to be maintained for the formal maintenance period shall start maintenance at the same time, as directed by the Landscape Architect, Owner, and governing agencies. Partial areas will not be released into maintenance prior to completion of items listed in the pre-maintenance review. The maintenance period may not be phased. F. If, after the maintenance review, the irrigation systems are not accepted by the Landscape Architect, the contractor shall reimburse the Architect for additional site visits, or additional time required to review work. All additional time will be billed at the Architect's hourly rate and will be paid for by the contractor at no additional cost to the owner. G. Final inspection will not commence without record drawings as prepared by the Irrigation Contractor. 3.16 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. 3.17 COMPLETION CLEANING Clean up shall be made as each portion of the work progresses. Refuse and excess dirt shall be removed from the site, a!! walks and paving shall be swept, and any damage sustained on the work of others shall be repaired to original conditions. END OF SECTION / I 1\ / /~-/ //\j ',J ')''· ,,,,. v 11,\ '(''' 1 1 ,Ji't·1/1 r D,r),t /',iC'L \ .1 \1 / _ ,' , ,I . \i ',J / () i ,I l '\ J / ,' \ L ;v .' ,..,, /_ 1,1·,;.,,-·~roa, c~ :H:<63 '! iliO{<iSltt,, r:ey,l,.S(C.c,;c1n'c• j<JC,1 ,i-Gl· S.J.30 w: W'\'.'W.;1\<e"''"-Ya:;soc.,c•r1· f, i.951,' ·i61•5:'lJtl E-----+=-= I "AS BUil T" L2.8 l.,\'!JSCAPE !MPKOVLvlCNT PLAN:, "llR FJl,.SE,Q , ,, , T ,/ L.J .J.....j DIHF JA IRRIGATION SPECIFICATIONS i\Pl0RCV'T {~ C=r· (=\~_;* J NI l,A_ INITl.i'<.L DVI/N Tf: CB C~-<D 3v DZ RV·ND BY IG I CPDR8PJcC.1T.s~1·7 I DRAWl~G NJ. I ·I 486-5L EXISTING TREE TO REMAI PROTECT IN PLACE (4) - 2 PINUS ELD.aJ .. i 15GAL 23 YUCCA'BRI • 5GAL STAR' 16 GALVEZIA 5GAL SPECIOSA EROSION CONTROL MAT 0 SLOPES 6:1 OR GREATER, SPECIFICATIONS I I I I EXISTING TREE TO REMAIN PROTECT IN PLACE (2) ASREQ'D FLATS 6 HEADER L3.5 GRAVEL MULCH w ~ 0 z ....J w 0 0 w (j) <( a.. I I I ' I I ~ ' ' ' ' ' ' ' I ' 112 IRIS DOUGLASIANA 1 GAL 13 5GAL 7 5GAL CEANOTHUS GRISEUS HORIZONTALIS AGAVE ATTENUATA ._, I I I ' . ~ !:l X • ' ' . l,, " "I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER" -~~-04.20.2016 _, '-, I I I I I I I \jl) I .d \J H 0 H !, 8 ' 24" BOX \ ( .Ju \ I\ \j \ H H L_ \J H (()) .... -- H H I FILL IN WITH !. CONCRETE TO PROTECT COLUMN // BASE = ,s s ,s l___ ~, /// ,,__ __ _,_ i-----,,·-r------t----+---+----+---~,k---7 • I I/' ~,~ 11 ~ I " / --'""' ---✓ P.HUS LANCEA AS REQ'D SEDUM REFLXUM ""-., FLATS l ' ; } '/2'1 ------- (@1~0.C.) ) ' I. PENNISE-""TcccU""Mcc----,'------\.)----------_-_------=-2~~-----~~Ec!.'f~R~0~S,:,:,+D~-E,,:,R~G..,._-S=--=--r--------------/---' NOTES: 1. SEE SHEET L3.1 FOR PLANT LEGEND. SEE SHEETS L3.2-L3.5 FOR PLANT NOTES AND DETAILS. 2. SEE L2.0-L2.7 FOR IRRIGATION PLAN, LEGEND, NOTES AND DETAILS. 3. SITE GRADING PER CIVIL GRADING Pl.AN. 4. ALL PLANTING, IRRIGATION AND SITE FEATURES TO BE MAINTAINED BY OWNER. 5. SITE MAINTENANCE: THE LANDSCAPE WILL BE MAINTAINED USING ORGANIC FERTILIZERS AND COMPOST TO IMPROVE SOIL TEXTURES. REPLACE MULCH AS IT DECOMPOSES. OCCASIONAL PRUNING OF TREES AND SHRUBS TO REMOVE DEAD STEMS PROMOTES BLOOMING AND CONTROLS HEIGHT AND SPREAD. REGULARLY INSPECT, MAINTAIN AND ADJUST IRRIGATION SYSTEMS. 6. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE (2% IN PLANTING AREAS) AWAY FROM ALL STRUCTURES AND HARDSCAPE, TERMINATING IN AN APPROVED DRAINAGE SYSTEM. 7. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR REPLACING ANY AND ALL MATERIALS AND/OR EQUIPMENT OUTSIDE OF THE LIMIT OF WORK WHICH ARE DAMAGED DURING THE CONSTRUCTION PROCESS WITH MATERIALS IN-KIND AT NO ADDITIONAL COST TO THE OWNER. SETACEUM / 24" BOX EXCELSA / P.UBRUM / __,,,,// y/ __,,,, 8 L3.5 NOT=:S (continued): 8. THESE PLANS WERE PREPARED USING BASE INFORMATION PRE~ARED BY PROJECT DESIGN CONSULTANTS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE ACCURACY OF lHIS BASE COMPARED TO ACTUAL FIELD CONDmONS PRIOR TO ORDERING MATERIALS AND/OR BEGINNING WORK AND IMMEDIATELY NOTIFYING THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. IN THE EVENT THAT THE CONTRACTOR FAILS TO \ERIFY THE ACCURACY OF THE BASE INFORMATION AND/OR FAILS TO IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF THEDISCREPANCIES PRIOR TO ORDERING MATERIALS AND/OR BEGNNING WORK, THEN THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ANY AND ALL ADDITIONAL LABOR AND MAT=:RIALS AS DIRECTED BY THE LANDSCAPE ARCHITECT TO RESOLVE SUCH DISCREPANCIES AT NO ADDITIONAL COST TO THEOWNER. 9. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO BEGNNING WORK AND/OR ORDERING MATERIALS, AND CLEARLY MAR<ING OUT SUCH UTILITIES WITH APPROPRIATE MARKING PAl~T. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FORANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY THECONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES, AT NO ADDITIONAL COST TO THEOWNER. ---- • NOTES (continued): 10. CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT PRIOR TO THE BEGINNING OF LANDSCAPE WORK SO THE LANDSCAPE ARCHITECT CAN VERIFY ALL UTILITIES WILL BE FULLY SCREENED OR REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. 11. ROOT CONTROL BARRIERS SHALL BE INSTALLED WHERE THE TREE TRUNK IS WITHIN 5' OF HARDSCAPE OR CLOSER, SPANNING 5' IN EACH DIRECTION FROM THE CENTER OF THE TREE FOR A TOTAL LENGTH OF 10', SEE DETAIL 7/L3.5 AND SPECIFICATIONS FOR MORE INFORMATION. 12. WOODY SHRUBS SHALL BE PLANTED OVER HERBACEOUS GROUNOCOVER TO COVER 60% OF THE GROUNDCOVER AT MATURITY. l(\I .. ., E . ::c• hlt'\!!!Sll~!'.'E t'.:£il'%}irrEti'IJ~!':: •~ !;'.~f;'i$1ll.'f!ll;ll't .. 2(!~{E I ?1'.l!5l 1 l!!!TlgNII!" ~1'11)':; ~.9,!95\'l 619:l;i;S:il$'17 ( 'VJVJW.RODTEi:JIIU:iLRt:~,COM Renewal Date .r,, 07/26/16 _,,,, Date )'/' or .. < X X 0 DEMOED 5' O' 10' SCALE : 1"=10'-0" N OR TH L3.0 / ' I ' I I I ' I • • a / I , ' I \ i I ! I / / I D1 1, LES. BARK MULCH 3" LAYER IN ALL PLANTING AREAS 2 PINUS 15GAL TORREYAN:41.. i / I ' 22 AEONIUM II I I / I 1 GAL DEMOED ARBOREYM 'SUNBUR,Til SANSEVIBRIA EXISTING TREE TO RE M , I , PROTECT IN PLACE (5) I 8 5 GAL 40 5 GAL 1 I I I ) GREVILLB\ ROS MARIN[' l~OLIA PHORMIU ENAX 'RADIANC ' APF/RO V[O F'OR 1; /RR /GA Tl q)N ANO PLA~r !NG ONL Y, /IN CLUDI NG PR [II'/SF' LOCA f/!ON OF' PL AN r 1 ire 1 AREA. ' "AS BUil T" L A~ RCE .S"Z.f !, EXP. rz./rr.(('b ' W7 ¼-{:f'v-,4 \~-k-~~ REV~, INSPEC TOR IDATE fsHrril CITY OF CARLSB AD ISH EETS f---f----+-----------------+----t------r-----i----i l__!U PLANNING DIVISI□N 19 :::L=AN=::::D;:SC;:AP~E=;:IM::;P;:R;:O;:;VE~M:;:E~N:;:T=:P;:LAN~;:;S~FO~R;::===t':;i;==~ PASEO DEL NORTE PH E 1 LANDSCAPE PLANTING PLAN I APPROVED: PLA NNI NG DA TE INITIAL DESIGNER OF WORK REVI SION DES CRI PTION DATE INITIAL DATE INITI AL OTrlER APPROVAL CITY APPROVAL DWN BY: CH KO BY: RI/WO BY: EH EH IG PROJECT NO. CDP 15-17 DR1i-10 NG NO 48~-5L. ' " r'LAI\J I Lt:l::it:I\JU SYMBOL ' ' ' ' ' ' I ' ' ' ' ' I I ' ' ' ' ' ' -' ' --- X ---' ' ' ---' ' -' I ' ' ' ' ' ' ' ' ' ' ' ' ' -----------/ / -/ ' ' ' / ' ' ' / ' / ' / ' I ' / \ I \ I \ I \ I X I I I I I I I I I \ I \ I \ I \ / ' I \ I ' / ' / ' ' ' / --/ -/ ----------- I -, -,, \ I I ' I ' / -I ' ' / ' / \ / \ / ' ' ' \ I I I • ,:: ' ' ' I \ I \ / ' / ' ' \/] / / ' / -' ,-,, -~--/ )_ - _,,,-----' -/ ' ' ' ; ' / \ I \ I '§1 I I I I I \ / ' / ' / ' -/ ' --/ PARKING LOT TREE - LARGE THEME TREES - SMALL SHADE TREE - • BOTANICAL NAME COMMON NAME MATURE SIZE (HX'vV) EXISTING EUCALYPTUS EUCALYPTUS EXISTING PINUS PINE EXISTING PODOCARPUS YEW TREE 40'H X 20'W EXISTING CUPANIOPSIS ANACARDIODES CARRO TWO OD 40'H X 20'W RHUS LANCEA AFRICAN SUMAC 15-25'H X 15-25'W PINUS TORREYANA TORREY PINE 40-70' X 15' PINUS ELDARICA AFGHAN PINE 40-50' X 40-50' METROSIDEROS EXCELSA NEW ZEALAND CHRISTMAS TREE 25'X15' QUANTITY SIZE 5 3 4 8 8 24" BOX 2 15 GAL 2 15GAL 2 24" BOX FORM MULTI-TRUNK STANDARD SINGLE TRUNK NATURAL FORM SINGLE TRUNK, NATURAL FORM SINGLE TRUNK, NATURAL FORM DECIDOUS / EVERGREEN E E E E E E E E WATER NEEDS SUN/SHADE SYMBOL SHRUBS - @ L SUN/SHADE 0 * 0 L FULL SUN G 0 B G FULL SUN/ PART MED SHADE BUILDING FOUNDATION PLANTING- @ @ MEO SUN/ PART SHADE GRASSES -50% 5 GALLON. 50% 1 GALLON 0 MED FULL SUN GROUND COVER -FLATS □ ' (771 MISCELLANEOUS L FULL SUN L FULL SUN )( L FULL SUN BOTANICAL NAME COMMON NAME IRIS DOUGLASIANA DOUGLAS IRIS AGAVEATTENUATA FOX TAIL AGAVE PHORMIUM TENAX,' RADIANCE' NEW ZEALAND FLAX CEANOTHUS GRISEUS HORIZONT ALIS LILAC GREVILLEA ROSMARINIFOLIA ROSEMARY GREVILLEA YUCCA 'BRIGHT STAR' BRIGHT STAR YUCCA SALVIA GREGGII TEXAS SAGE GALVEZIA SPECIOSA ISLAND SNAPDRAGON AEONIUM ARBOREUM 'SUNBURST' COPPER PINWHEEL SANSEVIERIA TRIFASCIATA STRIPED MOTHER-IN-LAWS 'LAURENTI I' TONGUE PENNISETUM SETACEUM RU BRUM PURPLE FOUNTAIN GRASS GAZANIA RIGENS, 'LEUCOLAENA' GAZANIA SEDUM REFLEXUM, 'BLUE SPRUCE" SEDUM HEADER -2X4 BENDA BOARD BY EPIC SEE SPECIFICATIONS, SHEET PLASTICS. COLOR:TEAK, LOCATION PER L4.0-L4.1 PLAN, 3" BARK MULCH 2" GRAVEL MULCH PLACE ON ALL EROSION CONTROL MAT - SLOPES GREATER THAN 6: 1 ROOT BARRIER 4' X 4' TREE GRATE PERCOLATION TEST LO CATIONS PROPERTY LINE I L.O.W LIMIT OF WORK LINE (._)..._ '~ ............. ,, "' gnature o -a 12/31/16 * Renewal Date 07/26116 Dote ~ ~,t, F C~ 1-1~() DATE SEE SPECIFICATIONS, SHEET L4.0-L4.1 SEE SPECIFICATIONS, SHEET L4.0-L4.1 SEE SPECIFICATIONS, SHEET L4.0-L4.1 SEE SPECIFICATIONS. SHEET L4.0-L4.1 SEE SPECIFICATIONS, SHEET L4.0-L4.1 SEE PL.ANTING PLAN SHEET L3.0 ANO NOTES, SHEET L3.2 INITIAL MATURESIZE (HXW) 1.5'X25' 4.5' X 7' 7' X5' 2-3'H X 8-10'W 4-6'H X 4-G'W 1-2'H X 3-5'W 2-4'H X 2-3'W 3-4'H X 4-5'W 1-2'H X 2-3'W 3-4'H X 1'W 3-4'H X 2-3'W 1'HX3'W PLANT 12" O.C. 6" H X 18"W PLANT 15" O.C DESIGNER OF WORK REVISION DESCRIPTION QUANTITY 112 7 40 13 8 23 3 16 22 21 81 4,830 SF 700 SF DATE INITIAL OTHER APPROVAL DECIDOUS / SIZE FORM WATER NEEDS SUN/SHADE EVERGREEN 1 GAL GRASS-LIKE E L SUN/ SHADE 5GAL ROSETTE E L SUN/SHADE 5 GAL GRASS-LIKE, E L SUN/SHADE UPRIGHT 5GAL SPRAVI/LING E L SUN/ PART SHADE 5 GAL MOUNDING E L SUN/ PART SHADE SGAL ROSETTE E L FULL SUN 5GAL SHRUB E L FULL SUN 5 GAL MOUND WITH E L FULL SUN ARCHING STEMS E L FULL SUN/ PART SHADE 1 GAL UPRIGHT UPRIGHT E L FULL SUN/ PART 1 GAL CLUMPING SHADE 5GAL ARCHING L SUN/ PART SHADE FLATS E L SUN FL.ATS E L SUN I PART SHADE APPROVED FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA, "AS BUil T" RCE EXP. DATE REVIEWED BY, L3.1 INSPECTOR DATE ~ CITY OF CARLSBAD ~ ' 3 PLANNING DIVISI □N 9 LANDSCAPE IMPROVEMENT PLANS FOR: PASEO DEL NORTE PHASE 1 PLANTING LEGEND I APPROVED: ,~..--~c L:f-8~--M-~-:2-">· ~..., I PLANNING OWN BY: El::I PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: El:I CDP 15-17 CITY APPROVAL RVWD BY: IG 486-51.. PLANTING NOTES GENERAL REQUIREMENTS 1. PLANTING PLAN IS DIAGRAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. 2. ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND SHALL IMMEDIATELY INFORM THE OWNERS REPRESENTATIVE OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. 3. PLANT MATERIAL QUANTITIES SHOWN ARE FOR CONVENIENCE ONLY. VERIFY COUNT AND PROVIDE NUMBER TO FULFILL INTENT OF DRAWINGS PRIOR TO ORDERING FROM NURSERIES. 4. IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH SUCH A LEVEL THAT WORKING IT WOULD DESTROY SOIL STRUCTURE, SPREADING AND GRADING OPERATIONS SHALL BE SUSPENDED UNTIL, IN THE OPINION OF THE OWNERS REPRESENTATIVE, THE MOISTURE CONTENT IS INCREASED OR REDUCED TO ACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED. 5. ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE AS APPROVED BY THE OWNERS REPRESENTATIVE. CONTRACTOR SHALL ONLY INSTALL AS MANY PLANTS THAT CAN BE PLANTED AND WATERED ON THAT SAME DAY. 6. PROTECTION OF EXISTING TREES, SHRUBS, AND GROUNDCOVER: 6.1. THE OWNERS REPRESENTATIVE SHALL IDENTIFY EXISTING TREES AND SHRUBS OF WHICH ARE TO BE PRESERVED WITHIN THE PROJECT LIMITS. PRIOR TO THE START WORK, THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH PLANT MATERIAL TO BE PRESERVED, RELOCATED, AND REMOVED. 6.2. ALL PLANTING TO REMAIN SHALL BE PROTECTED AT ALL TIMES FROM DAMAGE BY STAFF AND EQUIPMENT. WHERE IT IS NECESSARY TO EXCAVATE ADJACENT TO EXISTING TREES, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO TREES AND ROOTS. EXCAVATION IN AREAS WHERE TWO (2) INCH AND LARGER ROOTS OCCUR SHALL BE DONE BY HAND. TUNNELING UNDER ROOTS 2 INCH AND LARGER SHALL BE DONE AND ONLY DONE AFTER RECEIPT OF WRITTEN APPROVAL OF THE OWNERS REPRESENTATIVE. CONTRACTOR SHALL PAINT CUT ROOTS WITHIN 24 HOURS; WHERE THIS IS NOT POSSIBLE, KEEP THE SIDE OF EXCAVATION ADJACENT TO TREE SHADED WITH MOIST BURLAP OR CANVAS. ALL MINOR DAMAGE BY CONTRACTOR TO EXISTING TREES AND SHRUBS SHALL BE REPAIRED AT HIS EXPENSE BY A LICENSED TREE SURGEON OR OTHER APPROVED PERSONNEL. 6.3. DAMAGE TO A TREE OR SHRUB, WHICH RESULTS IN DEATH OR PERMANENT DISFIGURATION, SHALL RESULT IN THE CONTRACTORS COMPLETE REMOVAL OF SAID TREE OR SHRUB, INCLUDING ROOTS, FROM THE SITE. THE CONTRACTOR SHALL REPLACE THE TREE OR SHRUB AS ESTABLISHED BY THE OWNERS REPRESENTATIVE WITH ONE OF EQUAL VALUE AT HIS OWN EXPENSE, OR SHALL REIMBURSE TO THE OWNER THE COST OF SAID REPLACEMENT. THE OWNERS REPRESENTATIVE SHALL BE THE SOLE JUDGE OF THE CONDITION OF ANY TREE OR SHRUB. 6.4. ALL PLANTS TO REMAIN ON-SITE WILL BE IRRIGATED AS NECESSARY DURING THE ENTIRE CONSTRUCTION CONTRACT. DEEP WATER LEACHING 1. FILL IN ALL DEPRESSIONS, VOIDS, EROSION SCARS, OR SETTLED TRENCHES FINISH GENERATED BY THE DEEP LEACHING WITH CONDITIONED SOIL, LEAVING A FINAL GRADE SMOOTH AND EVEN. FINAL GRADES 1. MINOR MODIFICATIONS TO GRADE MAY BE REQUIRED TO ESTABLISH THE FINAL GRADES. 2. GRUB/ CLEAN AND ROTOTILL ALL PLANTING AREAS TO A DEPTH OF SIX (6) INCHES, REMOVING ALL WEEDS, DEBRIS, ROCKS, OR OTHER DELETERIOUS MATTER 1 INCH DIAMETER OR LARGER FROM THE SITE (UNLESS SPECIFIED OTHERWISE). 3. ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFACES RESULTING FROM TILLAGE, ROTOTILLING, AND ALL OTHER OPERATIONS SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING. 4. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUND UTILITIES DURING GRADING AND CONDITIONING OPERATIONS 5. CONTRACTOR SHALL COORDINATE ALL DRAINAGE WORK WITH ALL OTHER TRADES. ESTABLISHED SITE DRAINAGE SHALL BE MAINTAINED BY CONTRACTOR DURING ALL PHASES OF LANDSCAPE CONSTRUCTION. 6. FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE WITH MINIMUM 2% DRAINAGE AWAY FROM BUILDINGS, STRUCTURES, WALLS 7. FINISHED GRADES SHALL BE THREE (3") INCHES MINIMUM BELOW THE TOP OF CURBS, SILLS,AND WALKWAYS IN ALL AREAS. PERCOLATION TESTING AND DRAINAGE 1. SOILS PERCOLATION TESTS SHALL BE PERFORMED PER THE SPECIFICATIONS, BY FILLING PLANTING PITS WITH 6" OF WATER, WAITING 12 HOURS AND THEN COMPLETELY REFILLING. IF ALL THE WATER IS NOT ABSORBED WITHIN 3 HOURS OF THE SECOND FILLING (SOIL SHOULD DRAIN AT A RATE OF APPROXIMATELY 2"/HOUR) IT HAS FAILED THE TEST. UPON FAILURE, CONTACT OWNERS REPRESENTATIVE FOR REMEDIAL MEASURES. 2. BID PRICE SHALL BE BASED ON TREE PLANTING DETAILS SHOWN ON THE PLANS. WEED CONTROL 1. PRIOR TO PLANTING, ERADICATE WEEDS WITHIN THE LIMITS OF WORK IN THE FOLLOWING ORDER: 1.1. IRRIGATE TWICE EACH DAY FOR APPROXIMATELY 5 TO 10 MINUTES EACH WATERING TIME (AS APPROPRIATE TO SITE CONDITIONS) FOR A PERIOD OF 30 CALENDAR DAYS. 1.2. PRIOR TO USING HERBICIDES, REVIEW PROCEDURES WITH THE OWNER'S REPRESENTATIVE AND OBTAIN WRITTEN APPROVAL. HERBICIDE APPLICATIONS MAY REQUIRE GOVERNMENT OR AGENCY APPROVAL. 1.3. APPLY ORGANIC OR ALL-NATURAL POST EMERGENT HERBICIDE PER CALIFORNIA LICENSED PEST CONTROL ADVISOR AND ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. TAKE CARE TO PROTECT EXISTING PLANT MATERIAL WHICH IS TO REMAIN AS SHOWN ON THE PLANS. 1.4. WAIT THE REQUIRED PERIOD FOR THE HERBICIDE TO TAKE EFFECT (APPROXIMATELY 7-14 DAYS). 1.5. PHYSICALLY REMOVE WEEDS DEAD OR ALIVE WITHIN THE LIMITS. 2. IRRIGATION RUN-OFF SHALL NOT SPREAD OFF-SITE. 3. WEEDS SHALL BE ALLOWED TO COMPLETELY DIE BACK, INCLUDING THE ROOTS, BEFORE PROCEEDING WITH WORK. WHEN WEEDS ARE REMOVED MANUALLY, MAKE SURE ALL ROOTS ARE REMOVED. SOIL CONDITIONING AND FERTILIZING 1. GRUB/ CLEAN AND ROTOTILL ALL PLANTING AREAS TO A DEPTH OF SIX (6) INCHES, REMOVING ALL WEEDS, DEBRIS, ROCKS, OR OTHER DELETERIOUS MATTER 1 INCH DIAMETER OR LARGER FROM THE SITE (UNLESS SPECIFIED OTHERWISE). 2. ALL AREAS TO BE PLANTED, WHICH HAVE A SLOPE OF LESS THAN 10%, SHALL BE CROSS-RIPPED TO A DEPTH OF SIX (6") INCHES AND THE FOLLOWING AMENDMENTS SPREAD EVENLY ANO THOROUGHLY BLENDED IN (QUANTITIES AS PER SOIL ANALYSIS AND MANUFACTURER'S RECOMMENDATIONS) 2.1. NITROGEN FORTIFIED REDWOOD SHAVINGS 2.2. ORGANIC FERTILIZER PER MANUFACTURER'S RECOMMENDATIONS 3. EACH PLANT SHALL RECEIVE ORGANIC FERTILIZER AS PER MANUFACTURER'S RECOMMENDATIONS FOR EACH PLANT TYPE AND SIZES. NATIVE PLANTS TYPICALLY DO BEST IN NATIVE SITE SOIL. REFER TO SOILS REPORT AND RECOMMENDATIONS FOR PLANT TYPE FOR BACKFILL AND AMENDMENTS RATIO. GENERAL PLANTING 1. PRUNING SHALL NOT BE DONE EXCEPT BY APPROVAL OF OWNERS REPRESENTATIVE. 2. PLANT LOCATIONS SHALL BE CHECKED FOR POSSIBLE INTERFERENCE WITH EXISTING UNDERGROUND PIPING, PRIOR TO EXCAVATION OF HOLES IF UNDERGROUND CONSTRUCTION OR UTILITY LINES ARE ENCOUNTERED IN THE EXCAVATION OF PLANTING AREAS, NOTIFY THE OWNER. EXPENSES FOR REPAIR OF DAMAGE TO EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. MINIMUM TREE SEPARATION DISTANCES ARE AS FOLLOWS: 2.1. TRAFFIC SIGNALS (STOP SIGNS) -20 FEET 2.2. UNDERGROUND UTILITY LINES -5 FEET 2.3. ABOVE GROUND UTILITY STRUCTURES -10 FEET 2.4. DRIVEWAY (ENTRIES) -10 FEET 2.5. INTERSECTIONS (INTERSECTING CURB LINES OF TWO STREETS) -25 FEET 3. ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIDES WITH ROUGHENED SURFACES AND SHALL BE OF THE MINIMUM SIZES INDICATED ON DRAWINGS. 4. PLANT PITS SHALL BE TWICE THE WIDTH OF THE DESIGNATED NURSERY CONTAINER 5. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND PLANTING AREA SHALL BE THOROUGHLY SOAKED. 6. SHRUBS SHALL NOT BE PLACED WITHIN TWELVE (12") INCHES OF SPRINKLER HEADS. 7. SHRUBS SHOWN IN PLANT AREAS SHALL BE UNDER-PLANTED WITH GROUNDCOVER SHOWN BY ADJACENT SYMBOL, TO WITHIN 12" OF MAIN PLANT STEM SLOPE PLANTING SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: a. STANDARD 1-COVER CROP/ REINFORCED STRAW MATTING: COVER CROP SHALL BE SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILDFLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF REINFORCED STRAW MATTING SHALL BE AS APPROVED BY THE CITY AND STAKE TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15AND APRIL 15,. THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR. b. STANDARD #2 -GROUND COVER: ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ON 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 (AT MATURE SIZE). d. STANDARD #4 -TREES AND/ OR LARGE SHRUBS : TREES AND/ OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET. SLOPES -6:1 OR STEEPER AND: a. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. b. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARD #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2, #3. c. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1, (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF COVER CROP), #2, #3, AND #4. AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: a. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. b. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. c. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. PLANT AVAILABILITY 1. THE ACT OF PROVIDING A BID FOR THIS PROJECT ESTABLISHES THE CONTRACTORS UNDERSTANDING THAT THE PLANTS SPECIFIED HEREIN MAY BE UNUSUAL AND MORE DIFFICULT TO LOCATE THAN THE INDUSTRY STANDARD AND THAT THE CONTRACTOR AGREES TO THE FOLLOWING: 1.1. THE CONTRACTOR SHALL SEARCH FOR EACH PLANT SPECIFIED. LISTED IN THE PLANTING NOTES ARE PLANT NURSERY SOURCES TO BE CONTACTED DURING CONTRACTORS SEARCH. IF ANY OF THE LISTED NURSERIES, OR ANY NURSERIES IN CALIFORNIA OR ARIZONA HAVE THE SPECIFIED PLANTS IN THE CONTAINER SIZES SPECIFIED, THE CONTRACTOR SHALL BE OBLIGATED TO PURCHASE AND OBTAIN DELIVERY OF SAID PLANTS. 1.2. WITHIN TWENTY-ONE (21) DAYS AFTER AWARD OF CONTRACT, CONTRACTOR SHALL SUBMIT A PLANT LIST WITH PHOTOS OF PLANTS 1 GALLON AND LARGER WITH NURSERY SOURCES, PLANT QUANTITIES AND PLANT SIZES (HT AND SPRD); PLANT LIST SHALL INDICATE ALL UNAVAILABLE PLANTS AND WHICH NURSERIES WERE CONTACTED DURING CONTRACTORS SEARCH. (LANDSCAPE ARCHITECT SHALL SUGGEST PLANT SUBSTITUTION BASED UPON INFORMATION IN CONTRACTOR SUBMITTAL.) CONTRACTOR MUST INCLUDE A PERSON, OR MEASURING ROD, OR SOMETHING RECOGNIZABLE, FOR SCALE IN ALL PHOTOGRAPHS. 1.3. UPON ACCEPTANCE OF CONTRACTOR PLANT SUBMITTAL BY LANDSCAPE ARCHITECT, CONTRACTOR SHALL SECURE PLANTS WITHIN FIVE (5) DAYS AND ARRANGE FOR DELIVERY FROM NURSERIES. TREES, SHRUBS, AND VINES 1. EACH TREE AND SHRUB SHALL BE PLACED IN THE CENTER OF THE HOLE AND SHALL BE SET PLUMB AND HELD RIGIDLY IN POSITIO BACKFILL HAS BEEN TAMPED DOWN AROUND EACH TREES PER STANDARD DETAIL. N UNTIL THE PLANTING ROOTBALL. STAKE ALL AFTER SETTLING THEY BEAR 2. ALL PLANTS SHALL BE SET AT SUCH A LEVEL THAT THE SAME RELATIONSHIP TO THE SURROUNDING F TO THE SOIL LINE GRADE IN THE CONTAINER, UNLE INISH GRADE AS THEY BORE SS OTHERWISE NOTED. 3. ALL PLANTS SHALL BE THOROUGHLY WATERED INT PLANTING HOLE IMMEDIATELY AFTER PLANTING. 0 THE FULL DEPTH OF EACH 4. PLANT MATERIAL SHALL NOT BE ROOT BOUND. FIVE LARGER SHALL HAVE BEEN GROWN IN CONTAINERS MONTHS AND A MAXIMUM OF TWO YEARS. GALLON PLANTS AND FOR A MINIMUM OF 6 5. PLANTS SHALL EXHIBIT HEAL THY GROWTH AND BE FREE OF DISEASE AND PESTS. 6. REMOVE NURSERY STAKES ON ALL VINES AND ATTA WITH GALVANIZED NAILS AND GREEN NURSERY TAP CH TO ADJACENT FENCES E OR AS SHOWN IN DETAILS. 7. REMOVE NURSERY STAKES AND TIES FROM ALL CO NTAINER STOCK. MAINTAIN SIDE GROWTH ON ALL TREES. 8. ROOT BARRIERS: ROOT CONTROL BARRIERS SHAL t1DSCA GO\.DM~N ..... u1-:::.. :; ---kl-...;:._..:-__ "' C, ..., L BE INSTALLED WHERE TREE DATE INITIAL TRUNK IS WITHIN FIVE FEET OF HARDSCAPE (OR CLOSER). INSTALL ROOT BARRIERS ADJACENT, AND PARALLEL TO, EDGE OF HARDSCAPE (LINEAR APPLICATION) AND NOT ENCIRCLING ROOTBALL. BARRIERS SHALL BE 10-FT. MIN. LENGTH; CENTER STRIP OF ROOT BARRIER ON THE TREE TRUNK. MAINTENANCE PERIOD 1. AT THE COMPLETION OF ALL WORK OUTLINED IN THE PLAN, THE CONTRACTOR SHALL CONTACT OWNER AND ARRANGE FOR A WALK THROUGH TO DETERMINE THAT ALL ASPECTS OF WORK ARE COMPLETED. WORK MUST BE FULLY COMPLETED ACCORDING TO ALL PLANS AND SPECIFICATIONS AND MUST BE COMPLETED IN A GOOD WORKMANSHIP MANNER AND MUST BE ACCEPTED BY THE OWNER PRIOR TO THE BEGINNING OF THE MAINTENANCE PERIOD. 2. LANDSCAPE AREAS SHALL BE KEPT FREE OF WEEDS, NOXIOUS GRASS, AND ALL OTHER UNDESIRED VEGETATIVE GROWTH AND DEBRIS. 3. PLANT MATERIALS SHALL BE KEPT IN A HEALTHY, OPTIMUM GROWING CONDITION AND IN A VISUALLY PLEASING APPEARANCE BY: 3.1. WATERING OF PLANT MATERIAL AS NEEDED. 3.2. MOWING OF TURF AREAS IF NEEDED. 3.3. WEEDING AND REMOVAL OF ALL WEEDS FROM GROUND COVER AREAS. 3.4 REPLACEMENT OF ANY DEAD, DYING, OR DAMAGED TREES. SHRUBS, OR GROUND COVERS, 3.5 FILLING AND REPLANTING OF ANY LOW AREAS WHICH MAY CAUSE STANDING WATER. 3.6. ADJUSTING SPRINKLER HEAD HEIGHT AND WATERING SYSTEM. 3.7. FILLING AND RECOMPACTION OF ERODED AREAS. 3.8. WEEKLY REMOVAL OF TRASH, LITTER, CLIPPINGS, AND ALL FOREIGN DEBRIS. 4. PRIOR TO END OF MAINTENANCE PERIOD, LANDSCAPE CONTRACTOR SHALL CONTACT OWNER AND ARRANGE FOR A FINAL WALK THROUGH. OWNER MUST ACCEPT ALL MAINTAINED AREAS IN WRITING PRIOR TO END OF MAINTENANCE PERIOD. 5. SEE SOILS REPORT FOR APPLICATION OF THE POST PLANTING FERTILIZER AT THE RATE SPECIFIED. 6. CONTRACTOR IS RESPONSIBLE FOR THE LANDSCAPE MAINTENANCE FOR ALL PLANTED AND/OR IRRIGATED AREAS SHOWN ON THE PLANS FOR A 90-DAY MAINTENANCE PERIOD. 7. THE CONTRACTOR SHALL GUARANTEE THE HEALTH AND PROPER GROWTH OF PLANTS AS FOLLOWS: 7.1. TREES: 1 YEAR AFTER MAINTENANCE PERIOD ENDS 7.2. SHRUBS: 6 MONTHS AFTER MAINTENANCE PERIOD ENDS 7.3. GROUND COVERS: 6 MONTHS AFTER MAINTENANCE PERIOD ENDS 7.4. THE CONTRACTOR, WITHIN FOURTEEN (14) DAYS OF WRITTEN NOTICE BY THE LANDSCAPE ARCHITECT, SHALL REMOVE AND REPLACE ALL GUARANTEED PLANT MATERIALS, WHICH FOR ANY REASON FAIL TO MEET THE REQUIREMENTS OF THE GUARANTEE. REPLACEMENT SHALL BE MADE WITH PLANT MATERIALS AS INDICATED OR SPECIFIED IN THE ORIGINAL PLANS, AND SUCH REPLACEMENT MATERIALS SHALL BE GUARANTEED AS SPECIFIED FOR THE ORIGINAL MATERIAL GUARANTEE. APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE EXP. DATE REVIEv/ED BY, L3.2 INSPECTOR DATE ~ CITY OF CARLSBAD ~ 4 PLANNING DIVISION 9 LANDSCAPE IMPROVEMENT PLANS FOR: PASEO DEL NORTE PHASE 1 PLANTING NOTES I APPROVED: ~\ ~-?.-'?-1 .... I Lt-E;l\....::,1\- PLANNING OWN BY: El:I PROJECT NO. DRAWING NO. DATE INiTIAL DATE INITIAL CHKD BY: Eli CDP 15-17 DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: IG 486-5L.. NURSERY SOURCES BUSINESS ABC NURSERY ALTMAN SPECIAL TY PLANTS ARBOR NURSERY AUSTRALIAN NATIVE PLANTS B & B NURSERYTOWN BARON BROTHERS NURSERY, INC. BERYLWOOD TREE FARM BIG TREES NURSERY, INC. BOETHING TREELAND FARMS BOTANICAL PARTNERS BRIGGS TREE NURSERY BUENA CREEK GARDENS CACTUS KING CALIFORNIA CACTUS CENTER CAL-TOKYO NURSERY CEDROS GARDENS CHIA NURSERY CHOCOLATE MOOSE GROWERS CHOICE NURSERY CLAUSON NURSERY COASTALZONENURSERY COLOR CONNECTION COLOR FARM CYCADS N PALMS DESIGNED II DURLING NURSERY E&K GROUNDCOVER ELLIS FARMS ENCINITAS GARDENS ENDANGERED SPECIES ETERA-NORTHWEST HORTICULTURE FOUR SEASONS WHOLESALE FOXTAIL FARMS OF CALIFORNIA GANTERS GOOD EARTH NURSERY GREELEE NURSERY GREEN MEADOW GROWERS GRIGSBY CACTUS GROWEST HEMET WHOLESALE NURSERY HERBAN GARDENS HINES FALLBROOK HORAKH NURSERY HORTUS HUNTER'S NURSERY JUNGLE MUSIC KINGS RIVER NURSERY MAGIC GROWERS MITSUWA NURSERY MOCKINGBIRD NURSERY MONROVIA NURSERY MOUNTAIN HERB CO NIKERSON'S NURSERY NORMANS NURSERY ORANGE COUNTY NURSERY OTTO & SONS NURSERY PACIFIC WEST TREE CO. PARDEE TREE NURSERY PARKWAY NURSERY (PALMS) PERENNIAL ADVENTURE PERFORMANCE NURSERY PIERGROSSI LANDSCAPE PRICE'S NURSERY & GARDEN RANCHO SOLEDAD NURSERY ROADRUNNER TREE FARM ROSELAND NURSERY SAKIOKA WHOLESALE NURSERY SANTA CATALINA NURSERY SEATREE MIRAMAR SERRA GARDENS SHERMAN NURSERY SILHOUETTES OF THE DESERT SOLANA SUCCULENTS SOUTH COAST PALMS SUILIN AND WHITNEY ROBINSON SUNCREST NURSERIES SUNNY SLOPE SWAN HILL NURSERY, LLC THEODORE PAYNE FOUNDATION TIMBERLINE TREES TOMLINSON SELECT NURSERIES TREE SOURCE, THE UPPER CHASE NURSERY VALLEY CREST TREE COMPANY VENTURA COUNTY NURSERY, INC. VILLAGE NURSERY W D YOUNG & SONS WALKER-VICE NURSERY WALTER ANDERSON'S STREET CITY 424 EAST GARDENA BLVD. GARDENA 2372 TAMARA LN. SAN MARCOS PO. BOX 1138 DUARTE 9040 N. VENTURA AVENUE VENTURA 10866 LARCH AVENUE BLOOMINGTON 7568 SANTA ROSA RD CAMARILLO 1048 LA LOMA AVENUE SOMIS 12450 HIGHLAND VALLEY RD. RANCHO BERNARDO 23475 LONG VALLEY RD. WOODLAND HILLS VISTA 1111 POINTSETTIA AVE. VISTA 418 BUENA CREEK RD. SAN MARCOS 1534 CREST DRIVE ENCINITAS 216 SO ROSEMEAD BLVD PASADENA PO BOX 580 BELLFLOWER 330 SO. CEDROS SOL. BEACH 6380 VIA REAL CARPINTERIA 1525 FORT STOCKTON DRIVE SAN DIEGO 2123 N SANTA FE AVE VISTA 3132 BLACKWELL DRIVE VISTA 31427 PACIFIC COAST HWY MALIBU 26637 SOBODO HEMET 1219 BLUEBIRD CNYN TRAIL VISTA N. CO SD 18837 BROOKHURST ST, #208 FOUNTAIN VALLEY 40401 DE LUZ RD. FALLBROOK 1317 WASHINGTON ST RAMONA PO BOX 961 BORREGO SPRINGS 1452 SANTA FE DR. ENCINITAS 23280 STEPHANIE PERRIS 14113 RIVER BEND ROAD MT. VERNON 18860 NORDHOFF STREET NORTH RIDGE JAMUL, VENTURA 3016 FRUITLAND DRIVE VISTA 1855 SOUTH AL TU RAS FALLBROOK 241 EAST FRANKLIN AVE POMONA 31957 AQUEDUCT ROAD BONSALL 2354 BELLA VISTA DRIVE VISTA 2601 VALENCIAAVE BREA P 0. BOX 1650 HEMET 136 RANGER ROAD FALLBROOK 2500 RAINBOW VALLEY BLVD. FALLBROOK 30661 VALLEY CENTER RD. VALLEY CENTER 284 E. ORANGE GROVE BLVD. PASADENA 3110 SWEETWATER LEMON GROVE 3233 BRANT STREET SAN DIEGO 458 NORTH RIO VISTA SANGER 2800 EATON CNY. DR. PASADENA P.O. BOX 487 MOORPARK 1670 JACKSON AVE RIVERSIDE AZUSA 1168 ALPINE HTS. RD. ALPINE FALLBROOK 8635 E DUARTE RD SAN GABRIEL PO BOXO NORWALK 1835 EAST GUI BERSON ROAD FILMORE 1020 E. LASALLE AVE. VISALIA 30970 VIA PUERTA DEL SOL BONSALL 5050EL CAMINO REAL CARLSBAD 10548ANAHEIM DR. LA MESA 12777 TIERRA REJADA RD ARROYO GRANDE VISTA 80-420 AVENUE 2 LA QUINTA 18539 ALISO CNYN RD. RSFE PO BOX 1900 BORREGO SPRINGS 2193 GREEN BRIAR DR. FALLBROOK 8292 WORTHY DRIVE MIDWAY CITY ESCONDIDO/PALA 20200 BAKE PARKWAY VALLEY FOREST 3314 SERRA ROAD MALIBU 751 CASSOU RD. SAN MARCOS 1022 LA RUEDA VISTA 355 N. HWY 101 SOL BEACH 960 EL CAMINITO FALLBROOK 400 CASSERLY RD. WATSONVILLE 4025 E. LA PALMA AVE, 203 ANAHEIM PO BOX420 WADDELL 10459 TUXFORD ST SUN VALLEY PO BOX 661960 ARCADIA P 0. BX 2167 VISTA 30230 RANCHO VIEJO RD. SAN JUAN CAPISTRANO 17010 WASHINGTON STREET RIVERSIDE 13745 SAYRE STREET SYLMAR 4595 BALCOM CANYON ROAD VENTURA 5400 GOVERNOR DRIVE MIRAMAR 81910 ARUS STREET INDIO 11050 MYSTERY MTN VALLEY CENTER 3642 ENTERPRISE STREET SAN DIEGO ST PHONE CA (800) 654-8062 CA (760)7448191 CA (626) 357-4823 CA (805) 649-3362 CA (951) 926-1134 CA (805) 484-0085 CA (805) 485-7601 CA (760) 480-6889 CA (818) 883-1222 CA (760) 758-6181 CA (760) 727-2727 CA (760) 744-2810 CA (760) 753-6939 CA (626) 795-2788 CA (562) 208-9534 CA (858) 792-8640 CA (805) 684-3382 CA (619) 390-7159 CA (858) 481-4151 CA (760) 724-3143 CA (310) 457-3343 CA (951) 927-1331 CA (619) 727-8222 CA (760) 728-487 4 CA (714) 378-5360 CA (760) 728-9572 CA (760) 789-0924 CA (760) 767-5234 CA (760) 753-2852 CA (909) 943-0990 WA 80075ETERA CA (818) 700-0092 CA (619) 669-7242 CA (760) 758-8375 CA (760) 728-5177 CA (909) 629-9045 CA (760) 751-0793 CA (760) 727-1323 CA (714) 528-0761 CA (909) 652-2464 CA (760) 723-2967 CA (800) 258-6472 CA (760) 749-2108 CA (626) 792-8255 CA (619) 463-9341 CA (619) 291-4605 CA (559) 787-3073 CA (800) 640-6244 CA (800) 824-0564 CA (909) 780-3571 CA (760) 489-9203 CA (619) 445-8352 CA CA (626) 285-9795 CA (800) 569-0169 CA (805) 524-2123 CA (559) 805-5859 CA (760) 630-5400 CA (760) 438-2988 CA (619) 660-9631 CA (805) 529-5446 CA (760) 598-4882 CA (760) 777-7325 CA (858) 756-3717 CA (760) 767-3310 CA (760) 728-8863 CA (714) 898-0345 CA (760) 751-4035 CA (949) 951-7999 CA (310) 456-1572 CA (760) 471-9988 CA (760) 727-2935 CA (858) 259-4568 CA (760) 723-1354 CA (760) 758-3913 CA (800) 949-5064 CA (714) 632-5550 AZ (623) 935-0545 CA (818) 768-1802 CA (626) 447-5690 CA (760) 727-2203 CA (800) 594-9231 CA (951) 776-2868 CA (805) 524-3939 CA (805) 644-7677 CA (858) 552.0592 CA (760) 347-7906 CA (619) 749-1615 CA (619) 224-8271 FAX (310) 327-1608 (760) 7 44-8835 (626) 359-2615 (805) 649-4080 (951) 926-6314 (805) 388-9694 (619) 997-8870 (760) 767-4490 (760) 631-1909 (760) 727-5312 (760) 753-4917 (626) 795-1908 (562) 866-6755 (858) 792-8745 (619) 295-7833 (760) 724-4581 (951) 927-1332 (760) 728-487 4 (714) 378-5391 (760) 767-4658 (909) 943-9199 (888) 593-8372 (818) 700-8840 (760) 758-6964 (760) 728-3399 (909) 620-9283 (760) 7 49-3572 (760) 727-1578 (714) 528-2230 (909) 652-6543 (760) 723-6169 (760) 723-9251 (760) 751-1740 (626) 792-4687 NONE (619) 574-1595 (714) 891-7618 (626) 797-0633 (805) 529-0694 (909) 780-4037 (760) 489-9017 (626) 286-0391 NOFAX (805) 524-2165 (559) 562-3485 (760) 630-8276 (760) 720-9735 (619) 670-8076 (805) 529-3918 (760) 777-7853 (858) 756-4597 (760) 728-5863 (714) 893-1331 (760) 751-4036 (949) 951-5999 (310) 456-1572 (760) 471-9578 (760) 727-3907 NOFAX (760) 723-3220 (831) 728-3146 (714) 632-6660 (623) 935-1608 (818) 768-5215 (626) 445-5707 (760) 727-2167 (949) 347-1084 (951) 776-2883 (818) 367 -9605 (805) 644-7730 (760) 342-6188 (619) 749-1615 (619) 224-0123 HOURS M-F 8-3:30 M-F 8-5 M-F 7:30-4:30 M-F 7-5 M-F 8-5 W-SAT 10-5 M-W 9-51 F 9-5 M-F 10-5 M-F 9-5 M-SAT 7-4 30 M-F 8-5 M-F 8-5. BY APPT. ONLY M-F 8-3 M-F 7-5 M-F 8-10:30,1-2:30 WEEKEND HOURS SELLS TO MIRAMAR SAT 7:30-12 SAT 8-3 SUN 11-4 (NOV) SAT & SUN 9-5 SAT & SUN 10-5 SA 9-5 SU 10-4 SAT & SUN 8-5 SAT 8-4 SAT 7-3 SAT 8-10:30 TU-FRI 9-4 SA 9-4 SU 10-3 MAIL ORDER M-F 7:30-4:30 SAT 8-4:30 T-FRI 6:30-4:30 SA/SU 6:30-4:30 M-F 9-5 TU-F 8-3 SAT 8-3 M-F 8-5 M-TH 8-4 301 F 8-3:30 T-F 10-4 SAT 10-4 M-F 7-5 M-SAT 8-4:30 M-F 8-5 SA 8-5 SU10-5 M-SAT 7:30-5 SUN 9-4 BY APPT. ONLY 7148913890 M-F 7:30-4:30 SAT BY APPT M-F 7-4:30 M-F 8-4 BY APPT ONLY CELL# 760-500-0944 NO SET HOURS SUN BY APPT M-F7-430 SAT7-12 M-F 8:30-5 M-F 7-3:30 M-F 8-4 SAT 8-3 THURS-SAT BY APPT M-F 7-6 NURSERY MONDAY ONLY M-SAT 8-4:30 SA 8-4:30 M-F 7-5 SAT & SUN 7-5 M-F BY APPT. M-F 8-3:30 M-F 7-3:30 W-SAT 10-5 SUN 12-4 SUN @ HILLCREST FARMERS MARKET M-F 8-4 M-F 8-4:30 WED-SAT 8:30-4:30 SUN 11-4:30 M-F 8-4:30 M-F 8-5 M-F 8-5 SAT & SUN 8-5 SPECIALTY WHOLESALE SHRUBS AND TREES CACTUS, SUCCUL., GRASS TREES GENERAL, INCLUDING SHRUBS ORNAMENTALS SPECIAL TY RETAIL SUCCULENTS/ CACTI SUCCULENTS/ CACTI SPECIAL TY RETAIL GRASSES, MEDITERRANEAN AKA MISSION HILLS NURSERY:PERRENIALS PALMS, SPECIMEN PALMS CITRUS TREES SUCCULENTS PALMS SHRUBS,PERENN~LS,SUCCULENTS FRUIT TREES GROUNDCOVER MEDITERRANEAN BAMBOO PERENNIALS, ROSES, GRASSES PALMS, FLAX TREES SHRUBS PALMS GRASSES GRASSES, PERENNIALS, GRASS-LIKE CACTUS,SUCCULENTS TREES AND SHRUBS SHRUBS,TREES,DESERT HERBS ORNAMENTALSIWHSL; RETAIL QUALITY ORNAMENTALS/ALL PURPOSE PERRENIALS/DIVERSE RETAIL GENERAL NURSERY SPECIALITY PALMS/ CYCADS PERENN~LS,GROUNDCOVER GROUNDCOVER CALIF. WHOLESALE NATIVES ORNAMENTALS/WHSL; RETAIL QUALITY HERBS RETAIL GENERAL PURPOSE; CITRUS TREES AND SHRUBS TREES GENERAL, INCLUDING SHRUBS PALMS PERENNIALS DIVERSE, INCL GRASS, SPECIAL DESIGN-BUILD, HAS NURSERY TROPICALS: RANCHOSOLEDAD.COM TREES AND SHRUBS TREES AND SHRUBS SUCCULUNTS CACTUS & HERBS CACTUS RETAIL SUCCULENTS, CA SPECIALITY PALMS/ CYC HERBS, PELARG., SAGE, SHRUBS,GRASSES,PER TREES AND SHRUBS CTI (CONTACT: JEFF) RETAIL CA NATIVES, INF PALMS TREES AND SHRUBS PALMS CITRUS RETAIL FX 619-224-9067 ADS ETAL ENNIALS OSOURCE DATE INITIAL DESIGNER OF WORK APPROV[O FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AR[A. "AS BUil T" RCE EXP. DATE REVIEWED BY, L3.3 INSPECTOR DATE w CITY OF CARLSBAD ~ 5 PLANNING DIVISl □N 9 LANDSCAPE IMPROVEMENT PLANS FOR: PASEO DEL NORTE PHASE 1 NURSERY SOURCES I APPROVED: 1--z:J Ly a., --<D'\t ~-z...,.i'-A.I ii PLANNING OWN BY: El:::l PROJECT NO. DRAWING ,~O. DATE INITIAL DATE INITIAL CHKD BY: El:! CDP 15-17 486-51;_ REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAi RVWD BY: IG ' <D ~ ::l = -,:N ...J a, en < >-en :::, 0 w 00 ...J w"' f-en .b<JI z"' u ~Oz ...J < = ::: Cl:': "'o"' "' lL 2 }-t- 1. TREE LEVEL 0 SHRUB 2 X ROOTBALL (ALL FOUR SIDES) 5% 5% 0 SET ROOTBALL CROWN 1" ABOVE FINISH GRADE 0 FINISH GRADE 0 PLANT TABLETS PER SPECS., 6" BELOW GRADE ® BACKFILL MIX PER SPECS. © COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 0 BARK MULCH, 3" LAYER ::i < f,' 0 0 "' X "' -' ' SECTION 4. SHRUB ---- SECTION PLAN NOTE: 0 0 0 TREE AND ROOTBALL TREE STAKES (2) TREE TIES PER SPECIFICATIONS 0 4" PERFORATED PIPE WITH 90' ELL FITTING AT BOTTOM AND FLAT GRATE SECURED AT TOP. WRAP PIPE IN FILTER FABRIC SOCK ("HANCOR'-NO KNOWN EQUAL) LEAVE PIPE HOLLOW. ® FINISHED GRADE © PLANT TABLETS PER SPECIFICATIONS 6" BELOW GRADE. 0 1 CU. FT. CRUSHED AGGREGATE © SUBGRADE PER GEOTECHNICAL REPORT 0 SET ROOTBALL @ 1" ABOVE FINISH GRADE @ MULCH PER SPECIFICATIONS @ AMENDED BACKFILL MIX PER SPECIFICATIONS SCALE: 1/2" =1'-0" 1. ALL PLANTING AREAS TO RECEIVE 3" LAYER OF BARK MULCH. REFER TO PLANTING PLAN, SHEET L3.0, FOR LOCATION. 2. MULCH TYPE -REFER SPECIFICATIONS, SHEETS L4.0-L4.1. 3. FINISH GRADE: 3" BELOW PAVING AT MULCH AREA 0 5 ENLARGEMENT SCALE: 1" =1 '-0" ' "' PLAN VIEW c,O ~ "/) <:i) 00 ___________ <o;::,o~~ 15 12 13 2 X ROOTBALL f 0 • 1------l 2 === -----0 _">> ··/ / ~ 6 9 Q ::J -@ C ,• -, u'-_,· .•'" • i ~ ~ ~it;tf~:.<4;_:"'-,~-~Y>:'/:<_" . s~;i_ ______ __\:!.:11~====1~ttJt;;tw:;-2~~l "' ~ ... ___ _ SECTION 2. TREE ON SLOPE ---; I 2 X ROOTBALL - 0 0 0 0 TREE AND ROOTBALL TREE STAKES PER SPECIFICATION TREE TIES PER SPECIFICATIONS (2) 4" DIA. AERATION/ BREATHER TUBES WITH GRATE CAPS PER SPECS. WRAP PIPE IN FILTER FABRIC SOCK, KNOTTED AT THE TOP. LEAVE AERATION TUBE HOLLOW. ® 4" HIGH EARTH BERM @ EDGE OF PLANT PIT, FIRMLY COMPACTED. © FINISHED GRADE 0 PLANT TABLETS PER SPECS. © 1 CU. FT. CRUSHED AGGREGATE 0 SET ROOTBALL @ 1" ABOVE FINISH GRADE, AT EXISTING SLOPE LEVEL. MULCH PER SPECIFICATIONS PLANTING MIX PER SPECIFICATIONS LAYBACK SLOPE BEHIND PLANT PIT AS NEEDED TO PREVENT SOIL SLUFFING, MAXIMUM SLOPE OF 1: 1. @ LINE OF SLOPE BEYOND/ OR EXISTING SLOPE @ RIPPED AND RECOMPACTED SUBGRADE PER SPECIFICATIONS. @ EROSION CONTROL FABRIC PER CITY OF CARLSBAD SLOPE PLANTING REQUIREMENTS, SEE PLANTING NOTES AND SPECIFICATIONS. NOTES: 1. REFER TO PLANTING SPECIFICATION FOR ADDITIONAL INFORMATION 2. DETAIL SHOWS A 24 GALLON TREE 3. KEEP MULCH 4"-6" AWAY FROM STEMS & TAPER @ ROOTBALL 4. TAPER MULCH TO 2" DEPTH AT FLATWORK SCALE: 1 /2" =1 '-0" ~t1DSCA c:;OlDMAN ' c.,::;' _if;( -. ~~ -, _I\\/\, ;r'I _J gnore ("') -I 12/31/16 LL 81-0 z I t0Z~ ,<w N_JI (L 0 ::l -1-<( N 5 I---.+ 6 ,___, 0~-------_J a, en <>-en ::, 0 w oo_J w "' 1 ··:c-;,-, ~~ri~~-~•-~l'Ji'if!r'~---{B --."; JC;,\%2~~ -_'::• : 9 ---. ; i __ , ·,-:T-__ , ___ ;_ 7 · ; ___ :'i-,:-~::_r,·r--~--::\1:_:-~, )£-TREE~i~tL O~~NING-/ SECTION 3. TREE IN GRATE DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL I 1-------------' , I I. 4 DIRECTION OF PREVAILING WIND "'--...7 ____,..-, 5 r 13 ,.....,,,,=-_,,,,....: ___] ~~>---t---1 6 PLAN 5 0 TREE AND ROOTBALL, SET ROOTBALL 1" ABOVE FINISH GRADE 0 IRRIGATION HEAD SEE IRRIGATION DETAILS 0 TREE GRATE AND FRAME 0 (2) 4" DIA. AERATION/ BREATHER TUBES WITH ELL FITTING AT BOTTOM WRAPPED IN FILTER FABRIC SOCK ® (2) TREE STAKES WITH (1) TREE TIE EACH STAKE; LOCATE ON WINDWARD SIDE OF TREE © ROOT BARRIER AT EDGES OF HARDSCAPE PER SPECIFICATIONS 0 PLANT TABLETS PER SPECIFICATIONS © 1 CU.FT. CRUSHED AGGREGATE 0 UNDISTURBED SUBGRADE @ FINISH GRADE @ 2" GRAVEL MULCH PER SPECIFICATIONS @2 AMENDED BACKFILL MIX PER SPECIFICATIONS @ CONCRETE CURB PER PLANS @ PAVING PER PLANS NOTE: EXCAVATE ENTIRE 4' X 4' WELL FOR TREE BACKFILL TO DEPTH OF ROOTBALL SCALE: 1/2" =1'-0" APPROVED /RR/GA TION AND FOR PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE EXP, DATE REVIEVED BY, L3.4 INSPECTOR DATE ~ ~ CITY OF CARLSBAD 6 PLANNING DIVISI □N 9 LANDSCAPE IMPROVEMENT PLANS FOR: PASEO DEL NORTE PHASE 1 PLANTING DETAILS I APPROVED: {U,\ LT E:il ;.)\-: t,. Z,,-11.:,_ I PLANNING DWN BY: El,! PROJECT NO_ DRAWING NO. DATE INITIAL CHKD BY: El:! CDP 15-17 486-5t.. CITY APPROVAL RVWD BY: IG 7 l 2 X ROOIBALL SECTION 5. SHRUB ON SLOPE 1 SECTION 0 PLAN 8. ROOT BARRIER 0 SHRUB 0 SET ROOTBALL CROWN 1" ABOVE FINISH GRADE, AT EXISTING SLOPE LEVEL. G) 4" HIGH EARTH BERM @ EDGE OF PLANT PIT, FIRMLY COMPACTED. 0 FINISH GRADE ® PLANT TABLETS PER SPECS. © PLANTING BACK FILL MIX PER SPECIFICATIONS 0 LAYBACK SLOPE BEHIND PLANT PIT AS NEEDED TO PREVENT SOIL SLUFFING. NOT TO EXCEED 1: 1. © LINE OF SLOPE BEYOND/ OR EXISTING SLOPE. 0 RIPPED AND RECOMPACTED SUBGRADE PER SPECS. @ MULCH PER SPECS. @ EXISTING SOIL @ EROSION CONTROL FABRIC PER CITY OF CARLSBAD SLOPE PLANTING 0 0 G) 0 0 © REQUIREMENTS, SEE PLANTING NOTES AND SPECIFICATIONS.UPPER AND LOWER SLOPES TO BE GRADED TO A MAXIMUM OF 1: 1 SLOPE. NOTES: 1. REFER TO PLANTING SPECIFICATION FOR ADDITIONAL INFORMATION 2. DETAIL SHOWS A 5 GALLON ROOTBALL 3. KEEP MULCH 4"-6" AWAY FROM STEMS & TAPER @ ROOTBALL 4. TAPER MULCH TO 2" DEPTIH AT FLATWORK SCALE: 1" =1 '-0" 36" HIGH ROOT BARRIER WHERE ABUTTING PAVING OR MOW EDGE CONCRETE PAVING/CURB FINISH GRADE PLANTING AREA AMENDED SOIL PER SPECS. SUBGRADE PER GEOTECHNICAL NOTES: 1. REFER TO SPECIFICATIONS FOR ROOT BARRIER PRODUCT AND SIZE. 2. REFER TO PLANS FOR SPECIFIC HARDSCAPE/BARRIER RELATIONSHIPS: DETAIL IS DIAGRAMMATIC. 3. TRIM TOP OF BARRIER TO BE ½" BELOW FINISHED GRADE. 4. SEE PLANTING PLANS FOR LOCATIONS SCALE: 1" =1'-0" G) PLAN VIEW 6. GROUNDCOVER OFFSET FROM EDGE OF PAVING ---t--------,(' SEE PLANT LEGEND 0 0 G) 0 ® © 0 © 0 @ SECTION AT FLAT AREAS GROUNDCOVER PLANT TRIANGULAR SPACING (TYP.) SPACING INDICATED PER PLAN SET ROOTCROWN ABOVIE FINISH GRADE MULCH PER SPECIFICATIONS ROOTBALL FINISH GRADE PLANT TABLETS PER SPECIFICATIONS EDGE OF PAVING AMENDED SOIL PER SPECIFICATIONS OFFSET FROM EDGE OF PA YING SEE PLANT LEGEND 9 6 0 LIGHT BROOM FINISH CONCRETE --+--. ________,__~[ 4 0 i/3 BAR CONTINUOUS, 48" LAPPED & WIRED 0 ·1/8" R TOOLED EDGES 0 FINISH GRADE IN GROUNDCOVER AREA 0 FINISH GRADE IN TURF AREA • co SECTION 9. MOWCURB • • 6" © 857. COMPACTED SUBGRADE NOTES: INSTALL 3/8" PREMOULDED EXPANSION JOINTS WITH SEALANT @ INTERSECTION WITH WALLS, CURBS, WALKS, AND @ 20' O.C. IN CONTINUOUS RUNS XREF O 3" • 1 '-0" AND TURN OFF L-NPLT l.A YER BEFORE PLOTTING SCALE: 3" =1 '-0" ~NDSCAp~ <;, oO[J ,;;~ :; __ Jai>----/1~--"" Signature o 12/31/16 -t 'If. Renewal Date * 07/26/16 DATE INITIAL DESIGNER OF WORK SECTION 7. HEADER DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL 3 5 4 0 GRAVEL MULCH, PER PLAN (";;\ RECYCLED PLASTIC LUMBER \.::,I HEADER G) FINISH GRADE IN PLANTING AREA G) COMPACTED SUBGRADE, PER GEOTECH ® MULCH, REFER TO PLAN © WEED BARRIER, MIRAFI OR EQUAL NOTE: INSTALL COMPOSITE STAKES AT 5' O.C. AND AS NEEDED TO MAINTAIN PROPOSED LAYOUT SCALE: 3" =1 '-0" APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE EXP DATE REVIEWED BY, L3.5 INSPECTOR DATE ~ CITY OF CARLSBAD SHEETS PLANNING DIVISION 19 7 LANDSCAPE IMPROVEMENT PLANS F'OR: PASEO DEL NORTE PHASE 1 PLANTING DETAILS I APPROVED: rt;:£, i!!,. z_.,. ~ I Gr l=-1\.-% PLANNING OWN BY: El::::I PROJECT NO. DRAWING NO.[ DATE INITIAL CHKD BY: El:I CDP 15-17 486-5L. CITY APPROVAL RVWD BY: IG SPECIFICATIONS 1. GENERAL CONDITIONS 1.1. Contractor shall protect all construction and landscaping from damage and, when required, provide guards or covering. Any damage shall be repaired or replaced at the Contractor's expense. 1.2. The Contractor agrees to hold the Owner and Landscape Architect harmless from any claims arising out of his operations of any of his sub contractors, material supplies, or agents. 1.3. 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. 1 .4. 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 owner or Landscape Architect. 1.5. Contractor shall take field measurements as required. Report major discrepancies between the Contract Drawings and field dimensions to the Landscape Architect prior to commencing Work. 1.6. 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 expense, all damage resulting from his operations or negligence. 1.7. The contractor shall obtain the pertinent engineering and/or architectural plans before beginning work. 1.8. Permits for any construction depicted in these plans shall be obtained by the Contractor 1.9. Contractor shall have a valid contractor's license required for the particular work being done. Contractors shall not allow the license(s) to lapse during the contract period. 2. LANDSCAPE PLANTING 2.1. General Requirements 2.1. 1. The term "Planting Area" shall mean areas to be planted with trees, shrubs, groundcovers, lawn, or seed, or areas to be covered with various gravel or stone mulches not intended for pedestrian or vehicular circulation. 2.1.2. The term "Contract Close-out" shall mean the date at the close of the Maintenance Period when the work has been completed, checked, accepted, and written approval of the work has been given by the Owners Representative. 2.1.3. The term "Date of Acceptance" shall mean the date at the end of the warranty periods as specified herein, and written acceptance has been given by the Owner's Representative. 2.1 .4. Protect and maintain at all times the existing plant material identified on the Drawings as "to remain". 2.2. Submittals 2.2.1. Product Data and Samples: 2.2.1.1. 2.2.1.2. 2.2.1.3. 2.2.1.4. 2.2.1.5. 2.2.2. Soil amendments and fertilizers: Submit manufacturer's product data on amendments and fertilizers as noted. Include brand names, estimated quantities, and supplier. Plant materials: Submit a list of all plant materials with quantities, sizes, and source. Trees and shrubs larger than 15 gallon: For each species, submit three (3) colored photographs with botanical name, container size, height, spread, person or measuring stick for scale and nursery source on the back of each photo. Bark Mulch: Submit one (1) 1/4 lb. bagged sample of each specified material. Label bag with name, source, size, and color range. Gravel Mulch: Submit one (1) 1/4 lb. bagged sample of each specified material. Label bag with name, source, size, and color range. Submittals for above items shall be made in one package. If submittals are judged incomplete or non-responsive to the directions of the Owner's Representative after three (3) submissions the Contractor shall be back charged for the Owner's Representatives costs to process additional Submittals. 2.3. Warranty and replacements: 2.3.1. Submit written warranties on the Contractor's or subcontractor's letterhead, addressed to 2.3.2. 2.3.3. 2.3.4. the Owner Submit all warranties in duplicate and in the form requested by the Owner, or modified as approved to suit the conditions pertaining to the warranty. Trees shall be warranted to remain healthy and in a vigorous growing condition for a period of one year from Contract Close-out Shrubs, vines and groundcovers shall be warranted to remain healthy and in a vigorous growing condition for a period of six months from Contract Close-out Plants found dead or not in a vigorous growing condition during the Warranty Period shall be removed and replaced within 14 days of written notification by the Owners Representative. Replacement plants shall be of the same size, species and variety as specified. Replacement includes restoration of surrounding area to match the existing conditions. All work shall be provided at no additional expense to the Owner. 2.4. Rejection and substitution: 2.4.1. Products or materials, whether installed or not, not conforming to the requirements herein specified shall be considered defective, and be marked as rejected. Materials shall be removed and replaced with approved materials at no additional cost to the Owner. 2.4.2. Submit written request for each proposed substitution. Provide data substantiating request as well as a "Certificate of Suitability" certifying that the proposed substitution is equal or better in all resper,ts to that specified and that it will, in all respects perform the function for which it is int,:,nded. Include with request all required samples. Submit 3 copies of all written req·Jests and data for proposed substitution. 2.5. Site visits: 2.5.1. Schedule and coordinate site observation visits for the following construction activities. 2.6. 2.6.1. 2.6.2. 2.6.3. 2.64. 2.7. 2.7.1. Reviews shall be performed by the Owner's Representative and notification shall be given in advance as noted: Item Protection of existing plant materials Rough grade and soil tests Plant material (arrival on site) Soil preparation and finish grade Percolation tests Plant layout and installation Substantial Completion Punch List Punch List Completion Advance Notice 48 hours 48 hours 48 hours 48 hours 48 hours 48 hours 7 days 7 days (Authorize start of Maintenance Period) Maintenance Completion 7 days Maintenance The Maintenance Period begins on the first day after all work has been reviewed and accepted in writing by the Owner's Representative. The Owner's Representative shall determine the start date, and the Period shall continue thereafter for 90 continuous calendar days. Within one week of receipt of the written notice, submit a Maintenance Schedule to the Owner's Representative listing the days when maintenance crews will be on site, include in the schedule, a contact person and emergency phone number. Maintenance includes weeding, watering, fertilizing, pruning, trimming, mowing, pest and disease control, water monitoring, re-staking/ guying, mulching, clean-up and other operations required to establish a healthy growing condition. The Maintenance Period shall be extended, when in the opinion of the Owner's Representative, dead or dying plant materials, poor or unhealthy growing conditions, or improper maintenance practices are evident at the close of the Period. The extended period shall be provided at no additional cost to the Owner, and shall be extended until the work is complete and acceptable to the Owner's Representative. Plant Products Plant Material 2.7.1.1. Label each plant group with full botanical name, species, and varieties on weatherproof tags attached securely to the plant before delivery to the site. Provide a minimum of one labeled plant for each five (5) plants in a group. 2.7.1.2. Plants shall have a normal growth habit, be sound, healthy, vigorous and free from insect pests, insect eggs, plant diseases, sun scalds, fresh bark abrasions, excessive disfigurements, and meet or exceed the measurements specified. Trunks shall be sturdy and well "hardened-off'. Plants shall have normal well-developed, vigorous and fibrous root systems which are neither root, nor container-bound, are free of kinked or girdling roots. Plants shall have grown in their containers for at least six months, but not over two years. Plants that have cracked or broken rootballs shall be replaced with the same species, size, and character as specified. 2. 7.1 .3. Ground cover plants shall be healthy vigorous rooted cuttings grown in flats for at least three months, but not over six months. 2.7.1 A. Succulents: Shall be acquired from a licensed nursery. Provide the nursery suppliers to the Owner's Representative. Succulents shall be free of insects, mottled leaves, broken or split branches or trunks, scarring or any other uncharacteristic growth patterns. 2. 7.1.5. Obtain inspections, and secure permits or certificates required by the City, County, or State authorities prior to delivery to the site. 2.7.2. Soil Amendment and Fertilizer 2. 7.2.1. Soil Amendment: a blend of organic fractions with several degrees of breakdown rate, trace elements, pH of 4.0, maximum salinity of 2.50 ECe, organic matter (dry weight basis) more than 40%, and total nitrogen content of 0.05% (Tri-C Humate Plus by Tri-C Enterprises, Inc, or approved equal). 2.7.2.2. Gypsum: a commercially processed and packaged gypsum (CaSo4, H2O) Calcium Sulfate Product -94.3%. Ninety percent shall pass a 50 mesh screen. 2.7.2.3. Iron Sulfate: a commercially processed and packaged product (FeSO4 H2O) Ferrous Sulphate Monohydrate -95. 7%. Ninety percent passing a 50 mesh screen. 2.7.2.4. Sulfur: a commercially processed and packaged product in elemental form {S) Sulfur -95.0%, capable of oxidizing over time and providing nutrient sulfur. Pelletized. 2.7.2.5. Pre-plant Fertilizer for plants: (6-20-20) Organic fertilizer and soil conditioner derived from organic materials consisting of higher plant form life, composted beyond the fibrous stage. Shall not contain any of the following: poultry, animal or human waste, pathogenic viruses, fly larvae, insecticides, herbicides, fungicides or poisonous chemicals that would inhibit plant growth. 2.7.3. Import Topsoil (if needed) 2 7.3.1. Silt plus clay content of the import soil shall not exceed 20% by weight with a minimum 95% passing the 2.0 millimeter sieve. The sodium absorption rate (SAR) shall not exceed 6 and the electrical conductivity (ECe) of the saturation extract of this soil shall not exceed 3.0 millimhos per centimeter at 25 degrees centigrade. The boron content shall be no greater than 1 part per million as measured on the saturation extract. Submit results of agronomical soils analysis for review and approval by the Owner's Representative. 2.7.4. 2.7.4.1. 2.7.4.2. 2.7.5. 2.7.5.1. 2.7.6. 2.7.6.1. 2.7.6.2. 2.7.7. 2.7.7.1. 2.7.8. 2.7.8.1. Staking and Guying Materials Wood stakes shall be lodgepole pine, treated with copper napthenate. Stakes shall be straight shafts, shaved and cut clean and bare of branches and stubs, of uniform thickness with a minimum diameter of 2 inches, free of loose knots, splits or bends. Stakes for 24" box trees and smaller shall be no less than ten (10) feet in length. Stakes for 36" box trees and larger shall be no less than twelve (12) feet in length and 3" in diameter. Tree ties shall be flexible non-deteriorating self fastening, black rubber ties of sizes required to adequately support trees, Gro-Straight ties, Cinch-Ties, or approved equal. Tree Grates Tree Grates: Per the Drawings. "COHO" by Urban Accessories, 4' sq grate, natural finish, available through Recreation Republic (760) 690-4030. Mulch Bark Mulch: Per the Drawings. "Pacific Mulch" -1"-3" Appearance grade, composed organic forest products, free of trash and other deleterious materials, with pathogens and weeds removed by temperature treatment available through John Deere Landscapes (800) 233-6933, or equal. Gravel Mulch: Per the Drawings. Double washed and graded to "3/4 minus" crushed stone "New California Gold" as supplied by KRC (760) 744-1035, Gail Materials (909)279.1095 or Southwest Boulder (800) 540-1147. Filter Fabric Filter Fabric: Per the Drawings. "Mirafi N-Series" by Tencate, or equal. Aeration Tubes Tubes: 4" dia. Schedule 40 PVC perforated pipe cut to length as shown on the Drawings. 2.7.8.2. 2.7.8.2.1. Grates: 4" National Diversified Sales (NDS) #76 plastic atrium drain grates. Tan in decomposed granite mulch. Black in bark mulch 2.7.8.2.2. 2.7.8.3. Filter Fabric or "sock": Trevira Spunbond, Typar 3341, Geoscape Landscape Fabric -2.5 oz., Commercial Grade", or approved equal. 2.7.9. 2.7.9.1. 2.7.10. 2.7.10.1. 2.7.10.2. 2.7.11. 2.7.11.1. Soil Penetrating Agent "Sarvon" (no known equal), as supplied by John Deere Landscapes (800) 233-6933. Header Materials Headers: Bendaboard -2x4; Color -Teak Attachments: Per details. Root Barrier Root barrier shall be "Typar Biobarrier" root control root fabric with Treflan, manufactured by Dow Elanco., as supplied by John Deere Landscapes (800) 233-6933. 2.8. Examination 2.8.1. Examine areas to be planted before start of work, locate utilities, improvements, and easements, verify dimensions and areas shown on the Drawings with actual conditions, identify and tag existing plant material to remain. Document conditions which are in direct conflict with the Drawings and notify the Owner's Representative. Do not start work until conditions that would adversely affect performance, installation, or quality of the work have been corrected. Start of work of this Section constitutes acceptance of the conditions. 2.8.2. Weed Control 2.8.2.1. Prior to commencement of the planting operations, remove all weeds including the roots, remove existing plant material including stumps designated not to remain, dispose of cleared and grubbed mat · I t I I f ·t P · t · ena a a ega re use s1 e. nor o using the Owners Representative, and obtain written herbicides, review procedures with approval. Herbicide applications req performed by an operator licensed site and on adjacent properties from uiring government or agency approvals shall be by the County. Protect existing plant material on exposure to herbicides and equipment 2.8.3. Soil Preparation and Finish Grades ng areas indicated on the Drawings, and 2.8.3.1. Spread amendments over all planti mechanically till and blend to a dep within the dripline of existing trees b foreign material, construction debris smooth and compact to the finish g report, it is very important that plant before or just after planting that pro soil report recommendations, sprea th of six (6) -eight (8) inches. Prepare areas y hand, do not use mechanical tillers. Remove , and rocks larger than 2" in diameter. Rake rades shown on the Drawings. Per the soils ed areas are leached well with an irrigation vides the equivalent of a 3-4" depth of water. Per d evenly and thoroughly. Blend in the following DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION APPROVED FOR !RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE EXP, DATE REV!EIIED BY• L4.0 INSPECTOR DATE ~ CITY OF CARLSBAD ~ 8 PLANNING DIVISION 9 LANDSCAPE IMPROVEMENT PLANS FOR: PASEO DEL NORTE PHASE 1 LANDSCAPE SPECIFICATIONS APPROVED: ,~Y,\ ~ ~\-c;,-\t-~-.. ~-~"2 PLANNING OWN BY: EH PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: EH CDP 15-17 -486-SL OTHER APPROVAL CITY APPROVAL RVWD BY: IG amendments. 2.8.3.1.1. Amendments Rate or Quantity/1,000 s.f. 64 lbs. 1. Gypsum 2. Soil Sulfur (90% S) 3. Humate 4. Organic Amendment (nitrofied) 5. 6-20-20 Organic Fertilizer 6. Micro Nutrients Copper Sulfate Maganese Sulfate 10 lbs. 50 lbs. 2yd 13 lbs. 0.2 lbs. 1.0 lbs. 2.8.3.1.2. Float smooth and compact all soil preparation areas to 85% relative dry density, maintain positive drainage, flow lines, and swells to area drains, fine grade to within plus or minus 0.10 foot of the grades shown on the Drawings. 2.8.4. 2.8.4.1. 2.8.4.2. 2.8.4.3. Percolation Tests Locate and prepare 3 percolation test pits where indicated on the Drawings, and as describe herein. Excavate the pits as describe under the plant installation section, remove all loose material, and fill the pits with six inches (6") of water. After 12 hours refill with the same amount of water. Three hours after the second filling, inspect the pits with the Owner's Representati,,e and document locations where water remains in the pit. If percolation proble~ns occur, provide means and methods for correcting said problems. Planting operations at the locations identified shall be suspended as necessary or as directed by the Owner's Representative. Payment for corrective work shall be in accordance with the provisions of the General Conditions. Proceeding with the work without written approval, does not entitle the Contractor to additional compensation for corrective work. 2.9. 2.9.1. Plant Installation 2.9.2. Tree Layout: Flag or stake the tree locations as shown on the Drawings, and review with the Owner's Representative, the locations which conflict with new or existing utilities, foundations, paving, drainage flow lines and structures. Do not install trees in areas of conflict without review and approval from the Owner's Representative. Shrub Layout: Place container plants at the locations shown on the Drawings. Proceed with the installation after review and approval by the Owner's Representative. 2.9.3. Plant Pits: Excavate planting pits to the minimum size and depth indicated on the Drawings. The pits shall have vertical sides and level or sloping bottoms with roughened surfaces. Pits may be larger to avoid damage or injury during installation, or due to other constraints. Notify the Owner's Representative of conditions where hardpan, adobe clay, or inadequate subgrade compaction are encountered. Planting operations at the locations identified shall be suspended pending corrective action provided by the Owner's Representative. 2.9.4. Placement: Center each tree or shrub, set plumb, and hold rigidly in position until the planting backfill work is complete. Prior to backfilling, check for girdling or kinked roots, and correct the conditions according to accepted nursery practice. Set plants at a level that after settling results in the root crown to finish grade relationship shown on the Drawings. Specimen plants in 36" box size or larger shall be placed, positioned, and set with a crane. 2.9.5. Backfill and Compaction: Place backfill in maximum 6 inch layers. Puddle and tamp to 85% relative dry density prior to placement of each succeeding layer. Place plant tablets as indicated on the Drawings and in the quantities noted below, do not place plant tablets in direct contact with the rootball. At completion of the planting operation, thoroughly water-in each plant to the full depth of the plant pit. 2.9.5.1. Backfill mixture shall be thoroughly blended, consisting of the following: Soil Conditioner Existing Soil Tri-C Humate Pre-plant Fertilizer (6-20-20) 1 3 6 2 part part lb/cy of mix lb/cy of mix Place planting tablets in the planting pits at the following rates: Plant Size Quantity Tablet Size liner and flat size plant 1 5 gram 1 gallon container 1 21 gram 5 gallon container 2 21 gram 15 gallon container 3 21 gram box specimen 2 21 gram for each 12" of box size 2.10. Groundcover Installation 2.10.1. 2.10.2. Prior to planting, check soil moisture for acceptable levels and lightly irrigate area as necessary, do not install plants in dry soil. Install plants in staggered rows and evenly spaced at the intervals indicated on the Drawings. Excavate plant pits slightly larger than the rootball and place a 5 gram plant tablet in each pit, set plants to cover all roots, backfill, tamp, and rake area smooth. As each planting area is completed, thoroughly water-in the area to the full depth of the planting pits. 2.11. Aeration Tubes 2.11.1. Wrap tubes with the fabric and set plumb in opposite corners of the planting pit. Place gravel and backfill mix as shown on the Drawings. Cut tubes to 2" above finish grade and cap with a drain grate. 2.12. Tree Staking, Pruning 2.12.1. Tree Staking: Remove nursery stakes and ties. Single or Double stake trees as noted and shown on the Drawings. Set stakes on the windward or uphill side of the tree, set vertical, and outside of the rootball. Remove stakes at the end of the Warranty Period. 2.13. Tree Grate Installation 2.13.1. Tree grates shall be installed at locations shown on the plans and per manufacturer's recommendations. 2.14. Mulch Application 2.14.1. Bark Mulch: At the completion of the planting work, rake smooth the areas indicated on the Drawings, and spread a 3" layer of mulch over the areas. 2.14.2. Gravel Mulch: At the completion of the planting work, rake smooth the areas indicated on the Drawings, install filter fabric, and spread a 2" layer of mulch over the areas. 2.15. Root Barrier 2.15.1. Root barrier shall be installed against hardscape features, not encircling tree pit or rootball. Install per manufacturer recommendations. 2.16. Clean Up 2.16.1. As the work progresses, maintain areas in a neat, clean, orderly manner, and remove unsightly debris as necessary. At the completion of the work, sweep and clean all walks, parking, and other paved areas adjacent to plantings. DATE INI 1IAL DESIGNER OF WORK REVISION DESCRIPTION APPROVED FOR !RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE EXP DATE REVIEwED BY, L4.1 INSPECTOR DATE ~ ~ CITY OF CARLSBAD 9 PLANNING DIVISl □N 9 LANDSCAPE IMPROVEMENT PLANS FOR: PASEO DEL NORTE PHASE 1 LANDSCAPE SPECIFICATIONS I APPROVED: ~l y::-~(.,-/4 ~-~-It,, I PLANNING OWN BY: E!:! PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: Eli CDP 15-17. 486-5'-OTHER APPROVAL CITY APPROVAL RVWD BY: IG -"