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DWG 486-5M; CDP 15-17A; 6125 PASEO DEL NORTE; 01-22
VICINITY MAP CITY OF' OCEANSIDE PROJECT SfT'E PACIFIC OCEAN 18 CITY OF" VISTA ~~ CITY OF" ,.__.,., ... SAN MARCOS AVE. CITY OF" ENCINITAS DRAWING INDEX: SHEET TITLE TITLE SHEET LANDSCAPE LAYOUT PLAN LAYOUT DETAILS !RR/GA TION COVER SHEET !RR/GA TION PLAN /RR/GA TION LEGEND & NO TES !RR/GA TION CALCULATIONS !RR/GA TION DETAILS !RR/GA T!ON DETAILS !RR/GA TION DETAILS /RR/GA TION SPECIF/CATIONS /RR/GA TION SPECIF/CATIONS LANDSCAPE PLANTING PLAN PLANTING LEGEND PLAN TING LEGEND PLANTING LEGEND PLANTING NOTES NURSERY SOURCES PLANTING DETAILS PLANTING DETAILS LANDSCAPE SPECIF/CATIONS LANDSCAPE SPECIF/CATIONS RT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA L J. 0 L 1. 1 L1.2 L2.0 L2.1 L2.2 L2.3 L2.4 L2.5 L2.6 L2. 7 L2.8 L3.0 L3. J L3.1B L3.1C L3.2 L3 . .3 L3.4 L3.5 L4.0 L4. J SHEET NUMBER J 2 3 4 5 6 7 8 9 JO 11 12 13 14 15 16 17 18 19 20 21 22 -------~ LOCATION MAP ,,, \ NOTTO SCALE SITE MAP I NOTTO SCALE (6125 PASEO DEL ... \ \ / PALCIIAR AIRPORT RD ... ,-.::::.. PROJECT SfT'E ~ 1a. ., /1/ ~ ✓, \ / \ / v NORTH ---. ----,--,/ / -------:_,.·.<:--~:-t:>::~--:::. ',.:;· . ,-~><:"" ', ' : ~ _·:· ---~-: ___ -0;, .. :,.:-:-__ .. ~✓'_. __ ,/ ,· .' ~- "' ----. . ~~~'fli ___ ,_ -~ ~ .... ______ .. - ~~>~T012cSr~0 x~;:::: · -- NORTH 0 "" 2liil f 12Ttl ST ! /lllTl(ll'!Al CITV, Cl! 91950 619.6<iS.ll5~7 J 'JIWW.RllOfElllll!'l~Cf.COM NORTE) DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LJCENSED DESIGNER 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 DEPAR1MENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LJCENSED DESIGNER OF lt\?RK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL COND/TliA_ OF. APPROVAL RELATED TO LANDSCAPING. BY: k--\.r., · 1 DATE: 11/15/2016 PHONE NO: (619) _,R,...R.,.5::;::,B/..,5.f...._7 ____ _ REGISTRATION NO: li29J EXP/RATION DA TE: ~1=2/.~3=1~11-6 ____ _ WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAM/UAR WITH THE RE:QUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL .t WAlER EmCIENT LANDSCAPE REGULATIONS. I HA\£ PRE:PARED THIS PLAN IN COt.lPUANCE WITH THOSE REGULA TIOHS AND THE LANOSCAPE MANUAL I CE:RT/FY THAT THE: PLAN IMPLEMENTS THOSE REGULA TIOH TO PROVIDE EmCIENT USE OF WA lER. BY: PHONE NO: (619) ....16"'6"""5-::.,B!...,5,:r.4L-Z ____ _ REGISTRATION NO: !j29J EXP/RATION DA TE: ~1=2/.~3=1~11=6 ____ _ BACKFLOW PREVENTER TESTING: ALL IRRIGA 1/0H BACKFLOW PREYENlERS SHALL BE TESTED BY A CE:RTIFIED TESlER AND RESULTS MUST BE Gl\£N TO THE CITY AND THE CARLSBAD MUNICIPAL WA lER D/S7RICT. PIPE BETWEEN THE ME:TE:R AND BACKFLOW PRE't£N1ER SHALL BE "SCHEDULE K HARD COPPE:R". APPROW CONTRACT BACKFLOW TESlERS CAN BE FOUND OH THE CITY IIE8 SITE AT: HTTP:/ jWWw.CARLSBADCA.GOV /SERVICES/1)E:PAR1ME:NTS/IVA lER/l)OCUME:NTS~E:CYCLEDWA TE:RBACKFLOWJESTERUST.PDF FOR RECYCLED OR HTTP: //WWW.CARI..SBADCA.GOV /SERVICES/1)E:PAR1ME:NTS/IVA lER/l)OCUME:NTS/IVA 1£RBACKFLOW1ES1ERUST.PDF FOR POTABLE OR CALL (760) 438-2722. INSPECTION PROCEDURES: INSPECT/OH PROCEDURES: INSPECTION OF THE PRo.ECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF QK, OR HIS DES/GNA TED AGENT. RE:FER TO THE: SPECIF/CA 1/0HS FOR THE: SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRE:D SUBMITTALs. FOi.LOWiNG COt.lPL£1/0H OF THE: 111:JRK, THE LANDSCAPE ARCHITECT OF THE ~K WILL CE:RTIFY THAT THE INSTA/..LA TIOH HAS BEEN COl,IPLETED BY SUBMITTING THE "CE:RTIF/CA 1/0H OF COl,IPI..ETIOH" FORM. A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE: CITY MUST ALSO BE MADE BY CALUNG THE INSPECTION REQUEST UNE. •CER»FJCAI«ll <E CQMPL£nl1N" FQRM fNA/1 TO miMUi9ff24riox not LANDSCAPE tNSfEC11Cli REQUEST PHONE UNE; (ZBQl BQ2-:f602. PRIOR TO BEGINNING LANDSCAPE WORK: THE CONTRACTOR SHALL CONTACT THE DES/GNE:R OF IKIRK PRIOR TO BEGINNING LANDSCAPE ~KAND THE DES/GNE:R OF 111:JRK SHALL REVIE:W THE PRo.ECT UTILJTY LOCA TIOHS AND REVISE PLANS ACCORDING/.. Y TO FULLY SCRE:EN ALL UTILJTIES FROM VIEW AND PROTECT ALL UTIUTIES (ABO\£ .t 8£1.0W GRADE) fROl,f INVAS/\£ PLANT GROWTH AND ROOTS. GENERAL NOTES: A SEPARATE CITY REVIE:W AND APPROVAL IS REQUIRE:D FOR ANY PORTIONS OF THESE APPROVED roR /RR/GA TION ANO PLANTING PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR ONLY, INCLUDING PRECISE LANDSCAPE PLANTING AND IRRIGA TIOH OHL Y. LOCATION or PLANTING AREA. "AS BUil T" RCE EXP, DATE REV!EwED BY, L 1.0 INSPECTOR DATE I S~EET I CITY OF CARLSBAD ~ PLANNING DIVISI □N 2 LANDSCAPE IMPROVEMENT PLANS FOR: PASEO DEL NORTE PHASE 2 TITLE SHEET APPROVED: ~,;l\ c.,, t:-H ..,;t /2-(,..,(!., PLANNING DWN BY: K, PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: KS CDP 15-17A DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: IG 486-5M w l-o::: 0 z _J w 0 0 w Cf) a: ' :l $ES SHEET L 1.2 ! i i ! i i i ,! / 1111/111II11/111111/1111 II II II II II i , r ; : r r _./ I I, i/ f--~- NOTES: $_,,-~ 1. CONTRACTOR SHALL STAKE EXACT LOCATION OF FENCE IN THE FIELD FOR OWNER APPROVAL PRIOR TO INSTALLATION. IF OBSTRUCTIONS ARE ENCOUNTERED, CONTRACTOR SHALL CONTACT OWNER'S REPRESENTATIVE IMMEDIATELY FOR FURTHER DIRECTION. 2. SEE SHEET L1 ,2 FOR DETAILS. 3. SEE SHEETS L4.0-L4.1 FOR SPECIFICATIONS. 4. SEE SHEET L2.1 FOR IRRIGATION PLAN. 5. ALL SITE PAVING, GRADING AND HORIZONTAL CONTROL PER CIVIL ENGINEER'S PLANS. 6. ALL PLANTING, IRRIGATION AND SITE FEATURES TO BE MAINTAINED BY OWNER. 7. CONTRACTOR TO PROVIDE ADEQUATE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES AND HARDSCAPE ONTO PLANTING AREAS, SEE CIVIL ENGINEER'S PLANS. C:\IJRA-FUS\111LE SHEE1S\CLSB-P.IIWII RE't1SED: S/IS/20!2 CONSERVATION EASEMENT .• ' ,, NOTES (continued): 8. 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. 9. 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. 10. 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, >..,-- NOTES (continued}: 11. THE SIGNS FOR CHAIN LINK FENCE MUST BE CORROSION RESISTANT, A MINIMUM OF 6"X9" IN SIZE, MOUNTED NOT LESS THAN THREE (3) FEET IN HEIGHT FROM THE GROUND SURFACE, AND MUST STATE THE FOLLOWING: SENSITIVE ENVIRONMENTAL RESOURCES AREA RESTRICTED BY EASEMENT ENTRY WITHOUT EXPRESS WRITTEN PERMISSION FROM THE CITY OF CARLSBAD IS PROHIBITED. TO REPORT A VIOLATION OR FOR MORE INFORMATION ABOUT EASEMENT RESTRICTIONS AND EXCEPTIONS CONTACT THE CITY OF CARLSBAD, ENVIRONMENTAL MANAGEMENT REFERENCE (CDP 15-17A). 12. APPROXIMATE LOCATION TO BE AT EACH CORNER OF FENCE, AND ONE SIGN AT CENTER ALONG ROADWAY AND ONE AT CENTER ALONG RESTORATION AREA; MAKING A TOTAL OF 6 SIGNS. REFER TO FIGURE 6 ON SHEET L 1.2, FOR ALL 6 LOCATIONS OF SIGNS. ' 4, • V ' • • ' 4 ' • V • 4 2.00 Ii: 12TH ST I !'IA'l'IOi\lA!.. CITY, Cll 9'1'/liO 519.66li.8l:l41 I l/lW\\1.!!!iOTEll!NPtRCE.CO!ll _, 12/31/16 * Renewal Date "'"' 11/15/16 ~ -1 J'. Date O ~ <' ;::--=a~ OF CA ll< __ .J DATE INITIAL DESIGNER OF WORK NON-P 5' o· SCALE : 1 "=1 O' -0" DATE 10' i I I I I (f) N O R TH INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL L 1.1 I S~EET I ' ' ; J /I ;/ / / II If ;, 1/ // ; i ; I ' ' AP PRO V[O FOR /RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. "AS BUILT" RCE EXP. DATE REVIEWED BY• INSPECTOR DATE ~ CITY OF' CARLSBAD PLANNING DIVISI□N 2 LANDSCAPE IMPROVEMENT PLANS FOR: PASEO DEL NORTE PHASE 2 LANDSCAPE LAYOUT PLAN APPROVED: /~\Cr-.t(\ :\:\-I '2..-I '> · El., PLANNING DWN BY: ~~ PROJECT NO. DRAWING NO. CHKD BY: KS CDP 15-17A 486-5M RVWD BY: IG / 5'H BLACK VINYL COATED CHAINLINK FENCE Repeat opposite Side NOTES l ., •. . . •. . ., ',• .. ......i ' •• -~!··,. Same as hmce height · ~ 10• diameter slop footing Omit if roadway rs concrete "-. Roadway or ground HALF ELEVATION DOUBLE SWING GATE n Post Top .. , L All footings shall be 520-C-2Q00 concrete, ' '_ 2· ( Di:e:e: ofl :oting = 4 2, The following items· shall be furnished ond instolled. only wh.!'l:n .shown or) the ph:ms ohd/of caned ·tor-in the special provisions; o. Barbed Wtre b. Exten~ion post .3. Chain link. -fence shall conform to Section 206-6 of the Standard Specification for P'ublic: Works Con§tructJo.n unless specific~lly noted on thi~ drawir,g. times outside diameter Qf post, / Clear opening sh.own on Revision ORIGINAL Add Metrfc Review.ed Delete Metric , , plans. 3 to 6 I/Gale Post Lotch post"""' I Truss Pdnel Lock typ_e fork lotch · Tie . fobriC .• : top and --.. frame .. With 11 J_ ' ··gage · · EXTENSION POST AND BARBED WIRE 2N _J \_ wire. 12~ min. dia. WALK GATE AKercheval 12 75 SAN DIEGO REGiONAL STANDARD DRAWING T, StOnton 03/0J T. Stcnloh 04/0!l 0. llerscl:,11ffcr 05/12 Line Post END AND CORNER POST ASSEMBLY I CHAIN LINK GATE Korizontol braci;i with truss rad may be used as an alternate to a diagonal hroce. 10' -Liile Post Tens ion Wires One posts at 1000'mal. fntervals braced and trussed in both directions_. --- LINE POST BRACING Gate Length as specified 3/8" dio. tef'lS[Qtl rod & trghtene.r for gates ove,r 3'. LEGEND ON PLANS. ~ RECOMl,IENDEO. 6Y THE SAN DIEGO REGIONAL STANDARDS COMMITTEE ~ -· -" zu,_._{.0 7/Zti!ZO/e R.C.E.'. 19246 Date. DRAWING NUMBER Tension Wires ,....--Portland cemerit concrete M-5 Horizontal brace with 3/8" steel lruss reds. Gale post -\\ 8' Mox. Vertical Gate panel stay Latch post Dio.gonal brace or horizontal brace with truss rods l----~----fl-----.-5'H Revision By Approved Date ORIGINAL Bahmonion 4 86 Add Metric T. St□n~on OJ/OJ Reviewed T. Stcnt9f1 04/06, Oelete Metrlc D. Gm~hoffer 05/ 12 2'' Cir. 10' 10· GATE ASSEMBLY SAN DIEGO REGIONAL STANDARD DRAWING CHAIN LINK FENCE DETAILS BLACK VINYL COATED ""=aw! 1~~-'-CHAINLINK FENCE RECOMM[ND~p ~y THE SAN. Dl~GO REGlONAL STANDARDS COMMITTEE DRAWING NUMBER M-20 1. 10' max. 10' mox. Post Top Reinforcing Tension Wife Post Top NOTES ·.f •·. ', .. : Footing Lz• 1, All footings shall .be 520-C-2500 ~.orwrete, CrQwn for d_faingge· Ground Line Depth = 2' -6~ for fence height of 5' or under. Depth • 3'-0' for fence height of over 5', Diameter of footirig = 4 times outside diameter .of !KJsl 2 ... The foUowing items shall be furniShed and installed only when orner or End Post footing r---r--1 L 2· 5'H BLACK VINYL COATED CHAINLINK FENCE shown on the. plan,s <md/or called for in the ·special provisions., a, Bllfbed Wire EXTENSION ARM AND BARBED WIRE b. Extension Arm c. Top: Horizontal Rail 3. Chdin link fence shall conform to Section 206-6 of the Standi;ltd -Specificoj.iq:tis fQr "Pu~l.ic WOfk.5 Constru~tion. unless speci,tcolly no.ted on this drowing. 4. See Skm_dord Orqwing M-20 f0r' .aQditionof details. Revision 8 A rpve,<j Date ORIGINAL A.Kerchevol 12 75 SAN DIEGO RE.GIONAL STANDARD Pl'IAWING Md Me.trie T. Stcnton 03/03 R11viewi;,d T. Stgn_ton (l4/06 D~.lete Metric O, Ge_rs-;:~bff~r 05/12 CHAIN LINK FE.NCE ' 1 .. 3 5 I ' 4 SECTION HEADER LEGEND ON .PlANS --Q · H Ii U Q R,E;C~li!El'iDE,O ·ey TI-iE ~AN DIEGQ REGIONAL STANDARDS COMMITTEE M-6 GRAVEL MULCH, PER PLAN RECYCLED PLASTIC LUMBER HEADER FINISH GRADE IN PLANTING AREA COMPACTED SUBGRADE MULCH, REFER TO PLAN WEED BARRIER, MIRAFI OR EQUAL NOlE: INSTALL COMPOSllE STAKES AT 5' O.C. AND AS NEEDED TO MAINTAIN PROPOSED LAYOUT SCALE : 3" =1 '-0" 20.0 ll 12TH ST I NATIONAL CITY, Cl! 9191.H) 619.6~5Jlo•l7 I W\l!W.l!OOTE!l!Nl'LACE.COM 12/31/16 Renewal Date 11115116 Date Conceptual Fencing and Signage PASEO DEL NORTE i I \ I i-• I I I 0 ---z--- _J w 0 0 w Cf) <( a.. I I I ' I I I ' I I I ' I ' I I I • I I I • -r-r,;:ls (\(1' ,~; I) ' I \MAjfCHLI~ 5' o· 1 o· SCALE : 1"=10'-0" ~ 0:: ~ LJ.. ---o- s 0 ci f- ~ -' 1. ' I \ i 11 \! 1' ,1 N OR TH I * I i I ! I _, __ _ ! TERMINATE FENCE AT ADJACENT PROPERTY LINE; COORDINATE EXACT LOCATION WITH CITY OF CARLSBAD FENCE TO BE LOCATED 10'-0" FROM BACK OF CURB, TO ALIGN WITH CITY OF CARLSBAD RIGHT-OF-WAY CHAIN LINK M-6 FENCE L 1.2 HEE!T L/11 I I I ' ' ; i ! i L 1.2 APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLAN TING AREA. "AS BUil T" RCE ___ _ EXP, ____ _ DATE REVIE\./ED BY, INSPECTOR DATE 1----,f----+-----------+---+----,--+--f I SH3EET I CITY OF CARLS BAD ~2 PLANNING DIVISI □N ~ ~=~==========~=~ LANDSCAPE IMPROVEMENT PLANS FOR: DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL PASEO DEL NORTE PHASE 2 LAYOUT DETAILS APPROVED: PLANNING DWN BY: CHKD BY: KS RVWD BY: IG PROJECT NO. DRAWING NO. CDP 15-17A 486-5MU GENERAL NOTES RECYCLED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. PASEO DEL NORTE TYfJICAL SIC}NS 0 I'-- RECYCLED WATER NOTES COUNTY OF SAN DIEGO LO In Order to Conserve Water ... 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR MISTING. 6125 PASEO DEL NORTE, CARLSBAD, CA. RECYCLED WATER IN USE 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 IJI.TERALS, INSTALL PURPLE METALLIC TAPE OVER THE RECLAIMED WATER MAINS. I co 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 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 SI DE WALKS. 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. 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. DO NOT DRINK NO TOME EL AGUA 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 NOTE: < 0 N 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 3. ANNUAL INSPECTION SHALL INCLUDE: WASH HMJDS AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USAR THERE ARE NO DRINKING FOUNTAINS, DECORATIVE FOUNTAINS, COMFORT STATIONS, SWIMMING POOLS, OR WELLS ON THE SITE. Cl) 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 P.M. TO 6:00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10:00 P.M. TO 6:00 A.M. 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. 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. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER- SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 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: 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. 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. 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. 2. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. 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 SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'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 HEALTH. 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 HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" 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 ~~i~~~g~~~ x11B OR AFTER HOURS CONTACT: RICK MCKEE 858-731-7774 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/departments/water/Documents/ recycledwaterbackflowtesterlist.pdf for recycled or http://www.carlsbadca.gov/services/ departments/water/Docurnents/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 PM. AND 6:00 AM. 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. 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 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 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 HEALTH 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 11-15-16 200 E. 12TH ST. NATIONAL CITY, CA 91950 SIGNA/6: .• • DATE 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. FINAL AS-BUILT PLANS SHALL BE REVIEWED AND APPROVED BY THE CITY PRIOR TO RELEASE OF SECURITIES. WATER EFFICIENT LANDSCAPE DECLARATION: 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: (61\l 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). 8. 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 HEAL TH 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. THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES SHT. TITLE SHT. NUMBER THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). OMISSION STATEMENT IRRIGATION TITLE SHEET L2.0 LANDSCAPE IRRIGATION PLAN L2.1 THERE ARE NO DECORATIVE FOUNTAINS, COMFORT STATIONS, SWIMMING POOLS, PLAYGROUND EQUIPMENT, OR WELLS ON THE SITE. IRRIGATION LEGEND & NOTES L2.2 DRINKING FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED IRRIGATION CALCULATIONS L2.3 AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUN-OFF. IRRIGATION DETAILS L2.4 -L2.6 IRRIGATION SPECIFICATIONS L2.7 -L2.8 A COMPLETE INSPECTION THAT WILL COVER A-I OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH 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. CONNECT! 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 12" X 36" SIZE PURPLE BACKROUND r BLACKLOGO ~ 1" BLACK LETTERS 36" / (N.T.S.) WARNING RECYCLED WATER DO NOT DRINK SH HANDS AFTER CONTACTING LA VESE US MANOS DESPUES DE USAR .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 1" BLACK LETTERS 2" BLACK LETTERS NOTE: RECYCLED WATER WARNING TAGS, TAPE AND SIGNS ARE TO BE INSTALLED PER SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH REQUIREMENTS. NOTE: PROPOSED IRRIGATION SYSTEM SHALL USE POTABLE WATER FROM AN APPROVED HIGHLINE SOURCE FOR THE REQUIRED SHUTDOWN TEST PRIOR TO CONNECTING TO RECYCLED WATER. 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. CONNECTION TO 1112" IRRIGATION MAINLINE STUBOUT FROM PHASE 1. s 0:: _J N O R TH PLAN NOT TO SCALE LEGEND 1M] RC ---w--- POTABLE WATER METER BACKFLOW PREVENTION DEVICE INSTALL PER CMWD RECYCLED IRRIGATION WATER METER RECYCLED WATER MAINLINE RECYCLED IRRIGATION MAINLINE POTABLE WATER LINE RECYCLED WATER USE AREA DO NOT DRINK SIGN NOTE: THESE PLANS WERE PREPARED ON 7-6-16 Mu'r-,eta, C.1 9256'l ~= lrtfo('_il1we~ll<.'VlSl:OC.CO:n't: (~~l,I ,;bl.-~830 "" v1'.'.'ss,:;wee,·c,yassoc.cocn'f· /gSl) 4Gi·b8':-~ APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. CARLSBAD MUNICIPAL WATER DISTRICT COUNTY OF SAN DIEGO Department of Environmental Health Land and Water Quality Division "AS BUil T" 200 E 1l!Til ST I fHrfW!l!AL CITY, CA 91950 619,665.85•!7 I WWWJl!lO'rEoll\lPLACE.COM a ure 12/31/16 RCE __ _ EXP, ___ _ DATE DATE ~ ..-----z._ GLENN LEEKS /z-rs--tt DATE: REVIEVED BY, DISTRICT ENGINEER Environmental Health Specialist L2.0 INSPECTOR DATE I SH~ET I CITY OF CARLSBAD 1---+---t-----------------+---+---t---t---t PLANNING DIVISI □N ~ ~ f----+---+-------------------+----+----+----t-------'I LANDSCAPE IMPROVEMENT PLANS FOR: PASEO DEL NORTE PHASE 2 IRRIGATION TITLE SHEET I APPROVED: ~..;:(,\ <-r-~1---\\-I '2--'t,. -""' PLANNING DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: CDP 15-17A 486-5M OTHER APPROVAL CITY APPROVAL RVWD BY: ''.01 I I I ' I \ • WATER 'PRESSURE LOSS CALCULATIONS VALVE CALLOUT LEGEND WATER METER NUMBER 1 HYDRAULIC GRADE LINE FT) 0 ELEVA 110N' DIFFERENCE (Fl) o: REMOTE CONTROLVALVE#· AS R.c:v; DEMAND (GPMJ: 19' WATER METER SIZE (lriches)' WATER METER ELEVATION•(Fl) REQUIRED' STATIC PRESSURE (PSI) REMOTE CONTROL VAlVE SIZE . In,) TOTAL DEMAND GPM) l 0 65.0 I CONTROLLER LETTER I STATION NUMBER !VALVE SIZE IN INCHES l I VALVE FLOW RATE IN G.P.M. HIGHEST .HEAD SERVED (FT) . 0 STATIC PRESSURE AT HIGHEST HEAD' 0:0 f.20 1.5" 35 30 -OPERATING PRESSURE (PSI) 1 s 1.75 1,500 -ZONE AREA (SFT) PRESSURE LOSS CALCLiLA1lciN-iS-PRci\l.JbED FORltlis •PROJECT BY SWEENEY &ASSOCIATES, INC. UNAUTI:IORIZEb USE BYANY OTHER.PERSON, COMPANY OR PROJECT IS• FORBIDDEN WffHOUT WRITTENlPERMISSIOr-' SIZE CTriches ) DESCRIPTION I FLOW # LOSS 200 SERVICE LINE (50 FT OF TYPE K COPPER) 19 1 0:24 PSI / LL LZONE PRECIPITATION RATE (IN.IHR.J IRRIGATION METHOD SEE CHART HYDROZONE NUMBER SEE CHART 1.50 WATERMETER 1YPE) i 19 2 0,70 ' PSI 200 BACKFLOWPREVENTER (R/P ·TYP.E : i 19• 3 12:00 PSI Coritroller.ft Hydrozone,• Zonec %.of To 2:00 FILTRATION (WYE FILTER) 19 4 1,00: PSI ·irrigation Plant Hyrdozone 200 PRESSURE REGULATOR(WILKINS 500HLR) 19: 5 0.00 PSI or, Landscap Method,.· "YJ>l!/Factor• .. (PF) Area (Sq. Ft.) 2:00 BFDASSEMBLY:PIPING (BRASSW/4 ELLS rn 6 0,28 , PSI Valve Area 1.50 MASTER CONTROL VAlVE 1 . 19 7 0:45 , PSI A17 17,90% 1.50 FLOW SENSOR i 19 8 1,00 PSI AlS 0.00% 1.50 ISOLA110N V.ALVES (BAl LTYPE). ,I 19 9 1:00 PSI A19 32.80% 1.50 465FEET OF MAINLINE: CL. 315:PVC: i 19 : 10 4151 PSI: A LW A lW A MW DT 0.2 666 8 0,2 0 DT 0.5 1,220. t=j1].5~0=110~:-~9Q~DjE~G~RE~E~ELB~O~WS~-E~~~!c==:j:j1!9=t~13t:~o~;7~0~.: =~P~Srl ===i_,-(==~--+:c=~~-+A~ 2 ~ 0w _ _j~=+=--~c-=--i-~¥=i:J0~- 0 1°9:%~,. _:J_____..L----,-~C-'A,i·' -~-.~ 314' 1.50. REMOTE CONTROL VALVE ASSEMBLY 19 14 3:50 PSI A21 49.30% ,,; .'"" 10% LATERAL LINE LOSSES! I 19 15 3,00-PSI 100,00% . 20% FITTING LOSS ·ON'ADDITION TO ELBOWS SHOWN}: NIA 16 0:90 ' PSI A , 0:00 . ELEVATION CHANGE (1':0.C'. TO HIGHEST HEAD) NIA 17 0.00 .P.SL ~~ A MW A [W TOTAL B 0.5 ·O OT 0,.2 1834 3,720 TOTALSYSTEM::PRESSURELOSS (SUMOF#1THRU#17) 18 29.3 PSI -~--· PRESSURE REQUIRED AT HEA□i (OPERATINGPRESSURE) 19 30,0 · PSI __ -f'...-----'-::::Jj~J-~~r-...._ TOTAL PRESSURE REQUIRED SUM OF.#18AND#19) 20 59.3· PSI. _ ~-, STATICWATERPRESSURE QM·ABOVE) 2-1 65.0 f'SI . RESIDUAL:PRESSURE (SUBTRACT #20,FROM #21 ) l 22 5.7 PSI PRESSURE BOOST; IF REQUIRED (SET TO ACHIEVE 20 PSI RESIDUAL . 24 NIA PSI Ji ~ I I I I I I I I ~ l o t-Ii I I I I QI zi _JI W I 0 1 Q I w ' Cl) I <( I a,_ I I I ' I I i I I I . 3/4' I i : I I I: 1 I .. \ I :,"' 't" "':Ep:9-- • CONNECTION TO IRRIGATION 1 1/2" 1-1=./-~/-i~:R'rl:" ·-·-·-·-·-·-·-----·-· ·-·-·-·-·-·-·-·-·--·-·-·· ... ff-'"~ 1· 10.1 . 30 ,pJi'::c,..l' " -· --· = ii' --+ - '< .. ~- FOR DRIP TUBING ZONES 1,750' -LENGTH OF DRIP TUBING BING ,,<,;:.,.~r;~_u~~:L~·g;; - f-:::-,;:----.;:----s:---::-C) \, z .;. o- MAINLINE AND CONTROL WIRE STUB-OUT; 1· 7.4 HZ 1 OT 0.72 1,220 ~-() ~ .. t> z <l'. 0.. REFER TO NOTE "A" ALSO REFER TO IRRIGATION PLAN SHEET I I I •-t- 1 I I I I __ 1 ' I 4B6-5L r-;-r--i---t--t----t-tt---..::i /_ I I I ·H I I I I i --0 ' A13 HZ 4 1" POTABLE WATER METER, TO 11 BE REMOVED. REFER TO UTILITY PLAN FOR ACTUAL TYPE AND SIZE ,1,'..11/ II 1112" POTABLE WATER METER STA# 15+8B.38, REFER TO UTILITY PLAN FOR ACTUAL TYPE AND SIZE -----1 112" RECYCLED WATER METER STA# 15+83.38, REFER TO UTILITY PLAN FOR ACTUAL TYPE AND SIZE OT 0.96 666 IEI 1· 19 45 R 0.70 1,806 I AlB 1· 5 30 •= J 3.00 N/A llG.'t 0~1~ 1· 18 45 0.70 1,708 NOTE A: R ,· 19 45 =i=~=r~,=;::aa;~a THE NEW IRRIGATION MAINLINE AND '/ALVES SHALL BE HIGH LINED AND CONNECTED TO A POTABLE,,,. TER SOURCE PENDING SUCCESSFUL COMPLETION OF A CROSS-CONl'<t:CTION TEST PERFORr.lED BY CMWD AND DEH. FINAL CONNECTION TO THE EXISTING RECYCLED IRRIGATIO~ MAINLINE IS TO BE PERFORMED ONLY AFTER APPROVALS FROM CMWD AND DEH. P.EFER TO IRRIGATION PLAN SHEET 486-5L. AFTER A R 1· R J 0.70 1,803 19 45 0.70 1,606 \ SUCCESSFUL TEST,POINT OF CONNE,;TIONS (POC) SHALL BE A CONNECTION INTO EXISTING 1 112" RECYCLED IRRIGATION MAINLINE AND WIRE STU BOUTS. THE CONTRACTOR SHALL VERIFY THE AC"UAL LOCATION, WATER TYPE, METER SIZE AND WATER PRESSURE IN THE FIELD PRICR TO STARTING WORK. MEASUREMENT OF THE STATIC (NO WATER MOVING) WATER PRESSURE IS ACCEPTABLE FOR POTABLE WATER SYSTEMS WHERE NO PUMP HAS BEEII INDICATED ON THESE PLANS. WHEN USING ====== RECYCLED WATER, OR ON POTABLE WATER SYSTEMS REQUIRING A PUMP , ONLY THE MEASUREMENT OF DYNAMIC (WATERMOVING THROUGH THE METER) WATER PRESSURE, SHALL BE ACCEPTABLE. THE DYNAMIC WATER PRESSURE SHALL BE MEASURED AT THE MAXIMUM SYSTEN 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 TH:: OWNERS AUTHORIZED REPRESENTATIVE. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION AS SHOWN HEREIN, ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. WATER PRESSURE AT POC: DESIGN WATER PRESSURE: MAXIMUM SYSTEM DEMAND: RESIDUAL WATER PRESSURE: NOTE B: 65 53 1l 6 PSI (STATIC) PSI GPM PSI 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 HARCSCAPE AND OTHER OBSTACLES, TYPICAL. IEI • • • '""' • 4 • Ii .4 • .. • 4 • • ~ z <( > __J_NOTEC: =,= CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY I AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. -, "' ~1JNOTED: ~ THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLE RS AND LATERAL LINES ARE SHOWN f l WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE _WITH IN THE 'PLANTER. THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS , AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE E: EXISTING 32 STATION RAIN MASTER EAGLE PLUS CONTROLLER IS LOCATED WITHIN PHASE 1 LIMIT OF WORK. REFER TO PHASE 1 IRRIGATION, SEE SHEET 486-SL ! I i I NOTE: . . . ". r .C-ON GRADE IRRIGATION OF SLOPED AREA ARE TEMPORAR'/, AND SHALL BE FULLY REMOVED UPON PLANf ESTABLISHMENT. .' ' \ . . ~L---\.--. --------3.'4' •. .,,.-::; ~;i; -:f'I.'" -~ ~ ~ R 1· R 1· R 0.70 21 0.70 17 0.70 16 45 R 0.70 1,518 1· 15.2 30 OT 0.72 1,834 ~ ~m + NOTE: E@J£,4 ftW."ml · !Jil'iiiii~ ~ ~ CONNECTION TO IRRIGATION 1 112" --~ MAINLINE AND CONTROL WIRE STUB-OUT; REFER TO NOTE "A" ALSO REFER TO IRRIGATION PLAN SHEET 486-SL 5• O' FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVI EWED AND APPROVED BY THE CITY AND FINAL PLANS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRlffi TO RELEASE OF SECURITIES. SCALE: 1"=10'-D" • -~ I 0 ~~ 0:: ~ I ( I ' '{!,' h I , I '"' I I I~ I ~,I/ ., I I 11/2" ~; 12 II BOXE S APAR T I I I fl MOVED BALL VAVLE sweeney + assoc ia ues IRR I GATION DES I G N AND CON S ulL ii I NG • t, Jsno ~ky Can vo n Dr~ve Suft: c ~ Murrlet;r o 92563 } t: l!'.1.f!)@SwUiieyuu1t.C'i)J'!'fU: (95~} 4~1-683 0 ~ WWW.~11/C:CIICya~~(Jt tc ml f: (9Sy ii 1·6.!IS0 APPROVED FO R II I /RR/GA TION AND PL AN l~G ONLY, INCLUDING PREC 1 JI£[ LOCATION OF PLA NT/NI t 10' N ORTH AREA. II •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 L2.1 REV~BY• (~ 0 Bll4 DAf Ei II I (2 -'1-1 1NsPtcT □R ~ . . . DAjfEI ' II I SH~ET I CITY OF CARLSBAD SHEETS l---+'---1------------------t----t---t---t---i PLANNING DIVISION I * 1----1-'---li------------------t----t---t---t---i ' DATE INITI AL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL LANDSCAPE IMPROVEMENT P!';_ANS 'FOR: I I PASE.· _o f/ElEL '' NORTE PHASi 2 IRRIGATION PL.AN . .,•:. .. ~ . PLANNING DWN BY: ___ •_ CHKD BY: __ _ RVWD BY: PROJECT NO. DRAW11 q NO. CDP 15-17 A 4861~M SYMBOL V ., --8 g ~~ ~ ~ 8 @ @ @ g ~ ~ \j NO SYMBOL NO SYMBOL NO SYMBOL @ • @ @ IRRIGATION MATERIAL LEGEND MANUFACTURER MODEL NO. I DESCRIPTION HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER PROS-06-PRS30-CV-R 6" POP-UP BUBBLER HEAD WITH A RAIN BIRD 5Q-B STREAM BUBBLER 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. PGP-12-CV 12" POP-UP SHRUB ROTOR WITH MPR-25 NOZZLES (RED) PGP-12-CV 12" POP-UP SHRUB ROTOR WITH MPR-30 NOZZLES (GREEN) PGP-12-CV 12" POP-UP SHRUB ROTOR WITH MPR-35 NOZZLES (BEIGE) PGP-00-CV-R SHRUB ROTOR ON RISER WITH MPR-25 NOZZLES (RED) PGP-00-CV-R SHRUB ROTOR ON RISER WITH MPR-30 NOZZLES (GREEN) PGP-00-CV-R SHRUB ROTOR ON RISER WITH MPR-35 NOZZLES (BEIGE) FLOW RATE (GPM) .50 (1.0 TOTAL) 1.00, 1.38, 1.98, 3.82 1.40, 1.85, 2.96, 5.78 1.92, 2.46, 3.81, 7.58 1.00, 1.38, 1.98, 3.82 1.40, 1.85, 2.96, 5. 78 1.92, 2.46, 3.81, 7.58 PSI RADIUS 30 5 FT 45 25 FT 45 30FT 45 35 FT 45 25 FT 45 30FT 45 35 FT P.R. (TRI.) N/A 0.70 IN.IHR. 0.70 IN./HR. 0.70 IN.IHR. 0.70 IN./HR. 0.70 IN./HR. 0.70 IN./HR. DETAIL A.B A A A C C C HUNTER MPR-25I30135 NOZZLES ARE NOT SUPPLIED AS STANDARD NOZZLES WITH THE HUNTER PGP ULTRA ROTOR HEADS. THE CONTRACTOR C MUST ORDER THESE NOZZLES SEPARATELY AS AN ADDITIONAL COMPONENT FOR THE ROTOR HEADS. ONLY THE COLOR CODED MPR SERIES NOZZLES SHALL BE ACCEPTABLE IN THE ROTOR HEADS. XFS-P-06-12 PURPLE SUBSURFACE DRIP TUBING (COPPER EXTERIOR COLOR) WITH 0.60 GPH, PRESSURE COMPENSATING EMITTERS INTERNALLY D,E,F RAIN BIRD RAIN BIRD AS APPROVED 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. 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 1/2" X LENGTH AS REQUIRED SCH. 80 PVC THREADED NIPPLE, A 112" X 6" MIPT X FIPT FLEXIBLE NIPPLE, AND A XFF-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 112" 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 I 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 LASCO HUNTER HUNTER HUNTER ARV050 AIR/VACUUM RELIEF VALVE INSTALLED WITH AXFD-TFA-075 BARBX BARB X 314" FIPT TEE FITTING AND A AND A 3/4" X 1/2" 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. V17101N-SC 1112" SLO-CLOSE SCH. 80 PVC, TRUE-UNION BALLVALVE 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-XX1 G-FS-AS-ADJ PRESSURE REGULATING, PLASTIC REMOTE CONTROL VALVE (RCV), SIZE AS SHOWN (1", 1 112" AND 2" SIZES), SET AS-ADJ PRESSURE REGULA TOR TO PROVIDE THE OPERA TING 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-100D DISC FILTER AND A SENNINGER 1" PMR-30-MF PRESSURE REGULATOR. FOR 1 112" DRCV'S INSTALL A RAIN BIRD LCRBY-150D DISC FILTER AND A SENNINGER 1 114" PMR-30-HF PRESSURE REGULATOR. USE A 1 112" SCH. 40 PVC THREADED COUPLING, A 1 112" X 1 1/4" PVC THREADED REDUCER BUSHING, AND A 1 114" X 2" SCH. 80 PVC NIPPLE AS REQUIRED TO CONNECT THE 1114" REGULATOR TO THE DOWNSTREAM SIDE OF THE 1112" FILTER. INSTALL THE DRCV ASSEMBLY INSIDE A JUMBO RECTANGULAR VALVE BOX. D,E,F D,E,F D,E,F D,G C,H J K L ------,>---AS APPROVED TRANSITION BETWEEN BURIED LATERAL AND ON-GRADE LATERAL, USE TWO (2) SCH. 40 UVR 90" PVC ELBOWS (ABOVE GRADE) AND TWO (2) SCH. 40 90° PVC (WHITE) ELBOWS (BELOW GRADE) TO ADJUST FOR DEPTH OF LATERAL AND SLOPE OF FINISHED GRADE. NIA ---AS APPROVED UVR PVC PIPE 314" -1 114" SCH. 40, SOLVENT WELD WITH SCH. 40 UVR PVC FITTING, AS LATERAL LINES INSTALLED ON GRADE AS PART OF TEMPORARY IRRIGATION SYSTEM. STAKE PIPE TO GRADE AT 8 FEET ON CENTER USING #4 REBAR J-HOOKS. ALL ABOVE GRADE UVR PVC SHALL RECEIVE RECYCLED WATER WARNING TAPE EVERY 10 FEET, INSTALL PER WATER DISTRICT AND COUNTY REQUIREMENTS. NIA --RW-- NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL * AS APPROVED AS APPROVED AS APPROVED N/A PURPLE "RECYCLED" PVC PIPE 314" -1 114" SCH. 40, SOLVENT WELD WITH SCH. 40 PVC FITTINGS, AS LATERAL LINES INSTALLED 12" BELOW FINISHED GRADE M LASCO CHRISTY'S PAIGE ELECTRIC 3M NDS (K.B.I.) 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 (U.L. 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 (1.L. 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 RCV VALVE BOX) WHEN THE RCV IS LOWER THAN THE SPRINKLERS, BUBBLERS OR DRIP EMITTERS. INSTALL WITHIN SPRINKLER/ BUBBLER I DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. NDS (K.B.1.) 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/ BUBBLER I DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. PAIGE ELECTRIC P7079D POLYETHYLENE INSULATED, SOLID COPPER CONDUCTOR IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. 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 M N NIA NIA NIA M,N,O 0 NIA NIA NIA 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 P 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 HDPE 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 Q CONVERSION NOTE: ALL ON GRADE PIPE SHALL BE UV RESISTANT AND HAVE RECYCLED WATER STICKERS EVERY TEN (10) FEET. -,--·--·------·-----··---.... _ ---- IRRIGATION NOTES 1. 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. 2. 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 . 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 6. 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. 7. 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. 8. 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. 9. 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. 10. 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. 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 I STATION NUMBER I VALVE SIZE IN INCHES I I VALVE FLOW RATE IN G.P.M. A20 1.5" 35 30 --OPERATING PRESSURE (PSI) 1 s 1.75 1,500 --ZONE AREA (SFT) L L L ZONE PRECIPITATION RATE (IN./HR.) IRRIGATION METHOD SEE CHART HYDROZONE NUMBER SEE CHART FOR DRIP TUBING ZONES 1,750' -LENGTH OF DRIP TUBING TUBING HYDROZONE DESCRIPTION CHART IR RIGATION METHOD DESCRIPTION CHART NUMBER HZ 1 HZ2 HZ3 HZ4 DESCRIPTION OF THE HYDROZONE LOW WATER USE SHRUBS WITH DRIP TUBING LOW WATER USE TREES WITH BUBBLERS MODERATE WATER USE TREES WITH BUBBLERS LOW WATER USE SHRUBS WITH ROTORS Zll!J ii l~"f!I ';IT I .l!IJlTlllfl@!e Cfl''I', (;Ii '/'Jl'S!! ~ lli ,l\!i!i.~ ;;,'I'/' I 1Af>il\'!J'!ll ij'l'E!!lt;l>Ui~~J:~M ' NUMBER B DT R ~t,lOSC~ GOLDMAN .. 12/31/16 Renewal Date 11115/16 Date ~ '<'-,), Op CA LI~() "" C, -I D ESCRIPTION OF THE IRRIGATION METHOD BU BBLERS D RIP TUBING 0 VERHEAD ROTOR HEADS DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INlllAL DATE INITIAL OTHER APPROVAL CITY APPROVAL 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 L2.2 31/7'>1J :·.r,y : .. onyoa Drl·:~, 5,1,Jt,,-( Mur11,:ta. c~ 91~fiJ o, infu@>_l\'?SJ:~\'-~S~,_LD,!r-':t·, (0511 ~61 <Otl"0 vi, '✓:WW.!WrJ~i:csypHQ~.ton,!j; '.'.!511 "~l-i,!IC>V APPROVED FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. "AS BUil T" RCE EXP. DATE REVIE\/ED BY, INSPECT DR DATE I SH~ET I CITY OF CARLSBAD ~ PLANNING DIVISl □N 2 LANDSCAPE IMPROVEMENT PLANS FOR: PASEO DEL NORTE PHASE 2 IRRIGATION LEGEND AND NOTES I APPROVED: ~ Ge~\-&: I 12.-1::.-1..,, PLANNING OWN BY: PROJECT NO. DRAWING NO. CHKD BY: CDP 15-17A 486-SM RVWD BY: ' if;~,.,~, (_City of Carlsbad WELO WORKSHEETS LANDSCAPE MANUAL APPENDIX E P-25(C) Dev1:§op_sn2nt :Services 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. . --,_ ,_ ,_ ,_ ,_ .. Cont..-oHer# Hydroz:one''" Zone lrriigat:ion. Pl:an.t Hynio.zon-e % of T,o.t;,;i n, Method"'-'" T-yp.a/Factor""~~, fPF".) Area (s-q_ Ft.} l_a,nrl5',::;a.ped Valve Area A U!V AH DT D.2 666 17.<t0% -----. A LV'✓ A18 s G.2 0 0.00% A M\.'\f AS9 OT 0.5 __ _1-_,229 32.EO% A Ml.'\i' A20 B 0.5 0 0.00% A f \.'\/' A2-:J_ DT 0.2 1834 49 . .3-0% TOTAL 3~7'2'0 :100.-00% "Hydrozone VLW -Very Low Water Use Plants LW -Low Water Use Plants **Irrigation Method MS= Micro-spray S = Spray ***Plant Factor from WUCOLS Jff or fist as water feature as appropriate MW -Moderate Water Use Plants HW -High Water Use Plants R = Rotor B= Bubbler D= Drip O = Other P-25(C} Page1of4 Revised 04/12 IRRIGATION CONTROLLER RUN TIMES ' ' POC .o.r ControHer ; JAN FEB MAR APR MAY JUN JUL A :, ;, ETo I Monlh (Inches): 2:32 ',21!)i> 3.J6 ~ 4i36 '"'i($Z ~ ETo I Day (Inches): 0.07 0.10 0 11 0 14 0.14 0.15 0 17 lrriga tion Days I Week: >/.n .. •>. . , 'i)! ,., ·.••·•. u•• -~ . •' 0 .. , /;: ' ' ' Plant /lrrig. Type AK<: I PrRate I IE JAN FEB MAR APR MAY I JUN JUL ' ' ' • $.hr_u!is r--·:·•:•>::::<::.:. _a.40,.1:,,,r;;o;:, 1,·.,9:ao !ii 5.2 7.0 7.6 97 9.8 10.8 11 7 Rotors ' Number of Zones: r· ···<>o .··;•.1 41.9 55.8 60.7 77,5 78.8 86.2 93.6 ' Shmbit.';' . ' ' !/ o.w 3.0 4.0 4.4 5.6 5.7 62 I 6.8 Drip Tu!>illg •>" Number of Zones: •··. >:i' .·; 9.1 12.1 13.1 16.8 17.0 18.7 20.3 ; ' ' Jr~.~-• (; '•';;J .. .. -5.1 6.8 7.4 9.4 9.6 10.5 I 11.4 ' 1¥!il\1Pf•1iii ;; l Number of Zones: 10.2 13.6 14.8 18,9 19.2 21.0 I 22.8 /; ' ' • ' ' . Tota] Number qt Zones: 13 61 81 89 113 115 126 137 Total.Controller Run Time in Hours: 1.02 1.36 1-48 1.89 1.92 2.10 2.28 ; ; JAN FEB MAR APR MAY JUN JU.L ' • ' AUG \if!$. 0 16 ',$;;6/ ;, AUG ' 11.3 90.1 6_5 19.5 11.0 22.0 132 2.19 AUG ' SEP OCT 4:::?4 ~·, 014 '13 •• ' ' SEP OCT 9.9 7.6 79.1 61.1 i ' 5.7 4.4 I 17.1 13.2 I 9.6 7.4 I 19.3 14,9 I ' 116 89 1.93 1.49 SEP OCT ! 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 feet. Show Calculation: (44)*(0.62)[(0.7 X 3,720) + (0.3 X 0)]=71,037.12 MAXIMUM APPLIED WATER ALLOWANCE= __ 7_1_,_0_3_7_._1_2_~ GALLONS PER YEAR 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: (PF xHA 1 ETWU ~(ETo)(0.62) ---+SLA I 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. WATER PRESSURE LOSS CALCULATIONS NOV DEC TQ!l11 I Avg. ,,,2.51, "'2';11., 44.07 WATER METER NUMBER 1 WA1ERME1ERSIZE (Inches) 1.50 HYDRAULIC GRADE LINE (r 11 48 WA 1ER MF1ER EL''VATION (FT) 46 0.09 0.07 0.12 ;,• .··•-~ ELEVATION DIFFERENCE (Fl) 0 REQUIRED STATIC PRESSURE (PSI) 80 0 REM01E CONTROL VALVE# A24 REMOTE. CONTROL VALVE SIZE (In.) 150 . -. '~ ~ ,_ , NOV DEC RCV. DEMAND (GPM) 21 TOTAL DEMAND (GPM) ' 21 6.0 4.8 Min./Day/Zone 48.0 38.1 Total MinJDay 3.5 2.8 Min/Day/Zorn, 10A 8,3 Total Min./Day HIGHEST HEAD SERVED (FT) 40 STA TIC PRESSURE AT HIGHEST HEAD 3.5 :i PRESSURE LOSS CALCULATION IS PROVIDED FOR THIS PROJECT BY SWEENEY & ASSOCIATES, INC UNAUlHORIZED USE BY ANY ", ,, ;·;';.-,,','.'.',i ~-, .':', <;_;:~·;:: OlHER PERSON, COMPANY OR PROJECT rs FORBIDDEN WITHOUT , ,'t':'1;;, '-'. '' · ... WRITTEN PERMISSION. SIZE (Inches) DESCRIPTION ; FLOW # LOSS 5.8 4.6 Min./Day/Zone 2.00 SERVICE LINE (50 FT OF1YPE K COPPER) 21 1 0.26 PSI 1f.7 9.3 Total Min./Day 150 WATER METER (XXXX 1YPE) ' 21 .2 090 PSI 2.00 BACKFLOW PREVENTER (RIP TYPE) 21 3 12.00 PSI 70 56 Total MinJDav 2.00 FIL lRA TiON (WYE FILTER) ; 21 4 1.00 PSI 1.17 0.93 Total Hrs./Day 2.00 PRESSURE REGULATOR. (WILKINS 500HLR) 21 5 0.00 PSI NOV DEC 2.00 BFD ASSEMBLY PIPING (BRASS WI 4 ELLS) 21 6 0.32 PSI ' ----:'The~--SChEdU1~S a·1-e, I ntelld~d-otily. for Corri'PIT8'iiCe'"W'iiii-i'OC8 i' JTIU"'rii'd!ia·i' 'COtieS -a-·ncrthe·· W:ater--e'ifid"e!lfia·nctscape···orcfinance-.-"th&$ -ca1cu1ations Note: .. :-.,.,-.· .,.,Jre:present th:e MAXI.MUM REASONA.EJL~-n.1n times and are use-d tq en~.re that alf irrigation _may be completed during the specific watering window 1.50 MASTER CONTROL VALVE 21 7 0.45 PSI 150 FLOW SENSOR 21 8 1.00 PS! allowed. These schedules do not include rainfal I, stte soil types, specicic exp.o_sures (shade versus sun), actua.l irrigation days, or specific slope .............. positi'on. It.is solely the responsibHity of the irrigation contractor to program the-controller as required-to apply the correct amount of irrigation water for the landscape:. AH snart controllers shall be programmed using the specified ET or weather sensing equipment sateJtite provided ET data, soil rnoistu.rie. sensor5i and rain shut off devices as required_ Contractor shall provide a cQnfrotler schedLJle inside the contr()Jler cabinet prior :to final turnover.of the project to the owr1cer. 1.50 ISOLATION VALVES (BALL TYPE) ' 21 9 1.50 670 FEET OF MAINLINE: SCH. 405 PVC 21 10 1.50 10 -90 DEGREE ELBOWS ; 21 13 1.50 REMOTE CONTROL VALVE ASSEMBLY 21 14 10¾ lA TERAL LINE LOSSES, 21 15 20% FITTING LOSS (IN ADDrrlON TO ELBOWS SHOWN) NIA 16 -8.00 ELEVATION CHANGE (P.O C TO HIGHEST HEAD) NiA 17 TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #17) 18 PRESSURE REQUIRED AT HEAD (OPERATING PRESSURE) 19 TOTAL PRESSURE REQUIRED (SUM OF #18 AND #19.) 20 STATIC WATER PRESSURE {FROM ABOVE) ' 21 RESIDUAL PRESSURE (SUBTRl\CT #20 FROM #21) 22 SET PRV OR MCV AT (#20 PLUS 10 PSI) 23 PRESSURE BOOST. IF REQUIRED (SET TO ACHIEVE 20 PSI RESIDUAL) 24 2.ltfl !! 1:t'fll tr I lfl!Tl!lll_!it Cl.Tr" c;:; 'lll9~J:i 6l!l,ii~$ ,8'li•! r I V11IJW..AA(ffElJllll!'L~tl! .r::IJWI 1.00 PSI 8.41 PSI 070 PSI 1.50 PSI 4.50 PSI 1.68 PSI -346 PSI 30.2 PSI 45.0 PSI 75.2 PSI 80 0 PSI 4.8 PSI NIA PSI NIA PSI DATE INITIAL 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 Hydrozone Number (1 -5 with SLA Zone Below-use as many f---------+~~---+=tab/es as necessary to alt Evapotranspiration Rate ETo * Conversion Factor (Step 1 x Step 2) Plant Factor (PF)" (From WUCOLS) (VLW -HW) (0.1-0.8 0.3 0.62 27.28 0.5 Area of Hydrozone (sq. ft.) HA) 1,220 (Step 4 x Step 5) 610 Irrigation Efficiency IE)"u 0.8 0.8 (Step 6 • Step 7) 937.5 763 (Total All Step 8 + Total SLA sq. ft. in Step 5) .' 1,700.5 ~-~--~---~--- (Step 3 x Step 9) Estimated Total Water Use in gallons per year (ETWU) -Total shall not exceed MAWA 46,389.6 ETo* West of/-5 = 40.0 East of 1-5 and West of El Camino Real= 44.0 East of El Camino Rea!= 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 = VLW -Ve,y Low Water Use Plants 0.3 = LW -Low Water Use Plants 0. 5 = MW -Moderate Water Use Plants 0.8 = HW -High Water Use Pf ants DATE INITIAL DATE INITIAL **"IE 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 HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN L2.3 I SH~ET I 38730 ~!<',' (;J~YQ<l l1J'i•,,J. 31'1!~ i;_ Mcrneb, CJ 9ZC,G·'J •~· :1/o@.sWeQn,1-v~a>iH q1ff;lc ;s<51)-461 533,Q .,,_,, ,,,,ww.sw"~11e'(~t;;cc.c0n,!f, 1qs1) •161··6135-0 APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCA T/ON OF PLANTING AREA. "AS BU IL T" RCE EXP, DATE REVIE\,/ED BY, INSPECTOR DATE CITY OF CARLSBAD PLANNING DIVISI □N ~ 2 LANDSCAPE IMPROVEMENT PLANS FOR: PASEO DEL NORTE PHASE 2 IRRIGATION CALCULATIONS I APPROVED /U.,\ ~ !::11--::tt 1i.-1,;.-11,o I PLANNING OWN BY: PROJECT NO. DRAWING NO. CHKD BY: CDP 15-17A 486-SM DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY; -·--··-·--------·--------_.._ ____ _ 12" ~-------INSTALL POP-UP SPRAY HEAD FLUSH WITH FINISHED GRADE IN TURF AREAS >-------POP-UP SPRAY HEAD, 6" -12" HEIGHT, SEE LEGEND FOR BRAND, MODEL, FEATURES, AND NOZZLES REQUIRED_ SPRINKLER INLET HAS 1/2" NPT THREADS_ ,,-----SIX (6) INCH POP-UP SPRINKLER HEAD ~--PRE-ASSEMBLED POLY, TRIPLE SWING JOINT, 112" 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 i...------~~~=====/:::,z-~~jJ_f-_l__,;.LEGEND AND PIPE INSTALLATION DETAIL / -_/ ,/ / : , / / TWELVE (12) INCH POP-UP SPRINKLER HEAD I I ,/ / \cccccc7 / --------12" POP-UP HEAD SWING JOINT CONFIGURATION i"r:.7--<r,, / NOTE: T-,~; // I I I ✓ J I \ ,, I\ ' 1\/ \"c:;:;;.!/1' 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 SECTION VIEW -N.T.S. @oopJn"ght 2□H S,e,mOJ ~ lm<iti..,,, ft!:. -------------- ,,------DRIP LINE OF CANOPY TREE OR PALM AMENDED BACKFILL MIX, SEE PLANTING PLANS UNDISTURBED SOIL 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 I DRIPLINE TUBING EXTENDS TO LIMITS SHOWN ON PLANS J, I 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 4" PLANTED AREAS FOR DRIPUNE 4" 1 TUBING GRID (TYPICAL) 1 DRIPLINE TUBING~ EXTENDS TO LIMITS SHOWN ON PLANS ~ ---I I I • I I ~ _._ I I I I ~------- CONNECTION BETWEEN_____,,/ : DRIPLINE AND PVC HEADER 1 ~ ------ : -~L,'-<1: --.1 '7 7j" 4 .d .__ I ! I I ! I 1P 4 <! I -el <l .1 <1 .J. • 1 ~r £0NNECTION BETWEEN I _. 4 0 <1 ORIPLl:E AND P'{t H~~DER d-, ._ (c\,:~ f, d I ~ _;I 'J . FLUSH V,ALVE / INDICATOR HEAD, : __ ----_ · da 4 4 INSTALL ON DIS~'HARGE HE/>iDER • _ _ _ -f'-A --J'- PLANS, 11/4" MINIMIJM SIZE, '' : 11/4" MIN. SIZE, 12" BELOW GRADE 12" BELOW GRADE " -f'- " d ---- 111 _l P\IC DISCl'IARGE HE/\PER, SEE . , ,_ PVC SUPPLY HEADER, SEE PLANS, 1~------~--P_V_C_S_UP_P_L_Y_H-EAD_E_R_, S_E_E_P_LA_N_~_1_1_M-.. -----+--~-------,---------,,-= 4 q MINIMUM SIZE, 12" BELOW _GRADE -<1 L\ -1 -4 4 'J <l 4 ,; DRIP CONTROL VALVE _J SEE PLANS AND DETAILS FOR INSTALLATION PVC LATERAL LINE TO ADJACENT GRID OF DRIPLINE TUBING, SEE PLANS FOR SIZE, 1 1/4" MINIMUM, INSTALL 12" BELOW GRADE ® DRIP TUBUBING LAYOUT 4 L] ,-j " A A ,q "1 L <J . <1 I PVC LATERA: LINE TO ADJACENT GRID OF DRIPLINE TUBING, SEE ~-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 ~---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. PLAN VIEW-N.T.S. NOTE: 12" MIN. ORAS SITE REQUIRES ---------------------------- ,------SHRUB ROTOR HEAD, SEE LEGEND FOR SPECIFICATION ,,----SCH 80 PVC NIPPLE, SIZE PER INLET LENGTH AS REQUIRED, 2 REQUIRED ,-------ANTI-DRAIN VALVE WHERE REQUIRED ,,------VANDAL-PROOF CLAMP USE IN 3 PLACES ~----REBAR STAKE, #4 X 30" LENGTH ~---ULTRA-VIOLET RESISTANT PVC STREET ELLS, 2 REQUIRED, AND UVR PVC TEE OR ELL .------'r-r-t: ~~:_-1-t---ULTRA-VIOLET RESISTANT SCH 40 PVC PIPE, SEE PLANS FOR SIZE ALL PIPE INSTALLED ON GRADE TO BE SCH 40 ULTRA-VIOLET RESISTANT PVC. SPRINKLER HEAD ASSEMBLY TO BE INSTALLED PLUMB. DO NOT INSTALL SPRINKLER HEAD ASSEMBLY CLOSER THAN 36" TO SIDEWALKS, CURBS, DRIVEWAYS OR PEDESTRIAN AREAS. @ ROTOR HEAD ON RISER TOP OF SLOPE --~ SECTION VIEW -N.T.S. IN-LINE DRIP TUBING IN ROWS 12 · 16 ~ ~y~ ~1~(1~~i1 INCHES ON CENTER (SPACING DECREASING FROM TOP TO BOTTOM) «_-·/--/ ". -=---~ -~-. ·=---. -.,_ -:--:7 -~ ----4-~ -~RIP CONNECTOR, R~FER ~7' -·- TO LEGEND INLINE LATERAL SWING CHECK VALVE TO BE PLACED BETWEEN DRIP TUBING AT 2' ELEVATION INTERVALS OR AS NECESSARY TO PREVENT EXCESSIVE LOW HEAD DRAINAGE INSTALL DRIP FLUSH VALVE PER DETAIL AT THE END OF EACH TUBING SECTION PER PLAN. ® DRIP ON SLOPE ---PVC HEADER--I --· " SIZE PER PLAN MIN. SIZE 3/4" FLUSH VALVE '-_IRRIGATION RCV BOTTOM OF SLOPE SECTION VIEW -N.T.S ©corriOgh\ 20H :.,....,, & Asoor.iolos, In~ SHRUBS OR GROUND COVERS, -----------is:--. SEE PLANTING PLANS MULCH LAYER, SEE PLANTING PLANS----:-c-:-,--:-,,.,---,--,-:-:---, NOTE: DRIP TUBING CONNECTION REQUIRED FOR ALL CONNECTIONS BE1WEEN 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 1WO ADAPTER FITTINGS FOR THE CONNECTION. SECTION VIEW-N.T.S. @ DRIP CONNECTION INSTALL POP-UP INDICATOR HEAD 10" OFF OF PAVEMENT OR THE EDGE OF PLANTED AREA SERVED BY DRIP TUBING F0=----POP-UP INDICATOR HEAD, WITH A +---4"----+-----« ----++ GPH IRRIGATION DRIP FLUSH NOZZLE, MODEL#GDFN,ORANGECOLORED NOZZLE TO REMAIN IN THE CLOSED POSITION DURING SYSTEM OPERATION AND OPENED FOR SYSTEM FLUSHING. 11112" ::~::LF~~:_:::::::~::O :~:TER. : -111 11 i' 11 1 Ii' 11 1 Ii' 111 Ii' 11 1 Ii' 11 1 Ii' 11 1 Ii' I 11 I I I I I 11 I I I I I ITT!~illmillmillmlJ: ~111_ 1/2" ABOVE FINISHED GRADE IN 11 I SHRUBANDGROUNDCOVERAREAS m~ UNDISTURBED SOIL 12" NOTE: ' I ! I 'T-==...,.., I I ' I 11=1 ---SUBSURFACE DRIP TUBING, DEPTH AS SHOWN ON LEGEND AND DETAIL F"""-~',,-~-----1 ---DRIP CONNECTION ASSEMBLY, SEE DRIP TUBING CONNECTION DETAIL L--···· J . ' : i ---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 ,__ __ 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. ©oowi,iM 20a S•""')' & l=ci:rt<o. ,io. @ FLUSH VALVE/INDICATOR HEAD L2.4 Jg7JO $~", Ca 0 on D•J·rq, ':'rdte C :Vlcr•l<>Li. (~ 92061 9, i1foC:·owron~va1rnc.~·om::: \!l5iJ 4f,·Vi30 w-, WVJ'N.,W<>Une!i:r,,~c.(,Qfll/i• (g~11 4G>6f!'.:( APPROVED FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. "AS BUil T" RCE __ _ EXP, ___ _ DATE REVIE\./ED BY, INSPECTOR DATE 1-------+--+--------------+-----+----t----+-------t I SH~ET I CITY OF CARLS BAD ~ PLANNING DIVISION L=-J ~=~==========~=~ LANDSCAPE IMPROVEMENT PLANS FOR: :w,i !! l!TH :;r I lil!Tli!llllt tllY. CF! 9!li!ic(i itl'i' .11,i!i. ®!F,7 I WWW1'l!ii;l'!fi':ll l!\l!'tJi!:f ,t!lM 12/31/16 Renewal Date 11/15/16 Date or >----+---+----------+---+--+---+---tPASEO DEL NORTE PHASE 2 IRRIGATION DETAILS l-----+--+-------------------+---+--+----+------11-A-P-PR_o_v_E_o_, ___ ~--~' ---~=---}~ 4 fil\....,:tt PLANNING DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. DRAWING NO. CDP 15-17A 486-SM r------RECYCLED WATER WARNING TAG, CHRISTY'S MODEL ID-MAX-P2-RC009 r----AIR/VACUUM RELIEF VALVE, INSTALL AT THE HIGH POINT OF THE SYSTEM PLASTIC ROUND VALVE BOX, 7" SIZE, HEAT BRAND "AR" ONTO LID. INSTALL A CHRISTY'S MODEL 3800 ~I---+----'~+,,, =LED WATER VALVE MARKER ONTO BOX LID ~--FINISHED GRADE IN 2 .. P,JIN 111 m~ SHRUB AREAS ---'>I., I l~D' AMENDED OR NATIVE SOIL SUB-SURFACE DRIP TUBING, DEPTH PER LEGEND -----LANDSCAPE FABRIC, WRAP UP AND OVER ALL 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 314" X 112" PVC THREADED REDUCER BUSHING AS REQUIRED SECTION VIEW -N.T.S. @ AIR RELIEF VALVE r--------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 LOG-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "RCV" AND CONTROL STATION# ONTO LID. INSTALL A CHRISTY'S MODEL 3800 RECYCLED WATER VALVE MARKER ONTO BOX LID. "---FINISHED GRADE IN SHRUB AREAS -,,;._\\'jj;~§j:___ VALVE NUMBER ID TAG, CHRISTY'S MODEL ID-STD-P1 l""H-E---RECYCLED WATER WARNING TAG, CHRISTY'S MODEL ID-MAX-P2-RC009 ~-,:~--24" WIRE LOOPS AND 3M DBR/Y-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. @oop)righl 2014 Swoen"f & "'9miolee, r ... 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. -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. CD BALL VALVE SECTION VIEW -N.T.S. @"'l')T'lht WI> S•"""I ,I: lmocialeo, he FINISH SOIL GRADE ~-UNDISTURBED SITE SOIL 111-.· B --1-1-e---+---CLEAN, COMPACTED BACKFILL SOIL, I I A SEE SPECIFICATIONS 111-.· ·. 1· -..,_..J.__,"'J~-I------r'j~±:l:j-RECYCLED WARNING TAPE, RUN · 1 " MAINLINE AND 12" ABOVE THE MAINLINE . ·.. .. CONTINUOUSLY ON TOP OF THE 1111 1 •-·~,-.;. -I--~-+-1-+--IRRIGATION NON-PRESSURE LATERAL LINE r-----t--,,-,--tt-f==t----lRRIGATION PRESSURE MAINLINE I I · ,-i-,---'--j=+t-t=---LOWVOLTAGE CONTROL WIRES, · \ .· IN CONDUIT IF SPECIFIED ON LEGEND I I 111 _D D □-l ~□---l=c,H+---CLEAN SOIL PIPE BEDDING, SEE CHART . 111. 1=-r_. ~~TT-=l==t'ri"==ml 1 ... 1 PIPE SIZES A SIZES 3/4" TO 2 1/2" 12" SIZES 3" AND 4" 18" SIZES 6" AND LARGER X ~--------SEPARATION BETWEEN PIPES AND TRENCH WALLS, SEE CHART B C D 18" 18" 4" 24" 24" 4" 30" 24" 6" SECTION VIEW -N.T.S. @eq,iright 2014 S•een,y ~ As!ociol.,, Inc. PIPE INSTALLATION ----------FINISHED GRADE IN TURF AREAS r-------RECYCLED WATER WARNING TAG, 0 CHRISTY'S MODEL ID-MAX-P2-RC009 r----PLASTIC 1 O" ROUND VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOG-KIT. HEAT BRAND "QCV" ONTO LID. =----FINISHED GRADE IN SHRUB AREAS r--1\l§t+ee.++-----QUICK COUPLING VALVE, SEE WI Ii Ill I I LEGEND FOR BRAND AND MODEL ----~----314" CRUSHED GRAVEL, 4" MINIMUM DEPTH I1-~-----LANDSCAPE FABRIC TO 0 Co ~ COVER BOTTOM AND ALL O I SIDES OF VALVE BOX i.o=~!l::~~a:ll/ ,~~~~~----BRICK SUPPORTS, 3 REQUIRED PVC MAINLIN LASCO SNAP-LOK PVC SWING SEE LEGEND AND JOINT WI MALE BRASS STABILIZER SPECIFICATIONS ELBOW AND SNAP-LOK COLLAR FOR TYPE AND 1" QCV USE MODEL G13S-218 DEPTH REQUIRED ~-PVC IRRIGATION MAINLINE l ---------ir-,r-l~-=:::__J~::::t--SCH 80 PVC SxSxT TEE FITTING, -MAINLINE x QCV INLET SIZE ----------REBAR STAKES, 112" DIAMETER x 24" LONG, TWO REQUIRED NOTE: 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. @ool')ri,Jhl 2014 Sw"n') & /osx:ialeo, In~ Q) QUICK COUPLER VALVE ,, " • .. , · • , , --PAVING, SEE SITE PLANS <l. <I ~•-,,1 -r,-,1-,-----,~~~--,,:---,------,',:,.,---r-..-.,...-;-;-, UNDISTURBED SITE SOIL 111 ...,_i'i=,J,.l..b,---SAND BACKFILL COMPACTED TO EQUAL DENSITY OF EXISTING SOIL I I A .: . B OR PAVING BASE MATERIAL [ I I > I '~-·-. _· ... •.:. l--"-:-'-E=+--Hc:----~~~~~%~~~;~?.~;gf;o;H~~i1NLINE 1111 1 ~ -I~-+~-c-I-=--t--+++---IRRIGATION LATERAL LINE IN SLEEVE r--=l~=-+-H--,,.,----IRRIGATION MAINLINE IN SLEEVE I I . LOW VOLTAGE CONTROL WIRES, 1111 1 D D. OR CONDUIT, IN SLEEVE .111. . . 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. @oo~ghl 2014 S.eeney & lssi,;iol(!!, ~, @ SLEEVE INSTALLATION PVC PIPE, AS----~ LATERAL LINE, SIZE PER PLANS, TYPE PER LEGEND BRICK SUPPORTS, FOUR (4) REQUIRED r------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 CHRISTYS 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 :~s~~:;;\j~ffl::::'--VALVE NUMBER ID TAG, l'f CHRISTY'S MODEL ID-STD-P1 ~ffi~--24" WIRE LOOPS AND 3M DBR/Y-6 WATERPROOF WIRE CONNECTORS SCH. 80 PVC 90" ELL FITTING' 1=1'--PVC MAINLINE PIPE' PVC MAINLINE PIPE RISER', LENGTH AS REQUIRED LASCO #896 PVC UNION------' SLIP X MIPT, SIZE PER RCV, TAPE WIRES TO RISER USING BLACK ELECTRICAL TAPE '--llf--+--+--314" CRUSHED GRAVEL, TWO (2) PER ASSEMBLY 4" MINIMUM DEPTH LANDSCAPE FABRIC TO------' COVER BOTTOM AND ALL SIDES OF VALVE BOX ELECTRIC REMOTE CONTROL------~ VALVE, SEE LEGEND FOR TYPE 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 NOTE: 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. @cop)l'ighl 2014 Swoeney & 1r,.,,;.1e,, In~ ® NOTE: REMOTE CONTROL VALVE 1--------LOWVOLTAGE WIRES, 3 MAXIMUM r--------WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE 1¢rr==ii+~ea-~-----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 ~----SCOTCHLOK ELECTRICAL SPRING CONNECTOR. WIRES SHALL BE PRE-STRIPPED OF 112" OF THE INSULATION PRIOR TO INSERTION INTO THE CONNECTIOR. TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY . SCOTCH LOK 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 L2.5 3'173() 51,y C.;,",yc;r D.·iv~. 0,:it<, C i\,lcnit_-tJ, C; <,[56J ~: tnto/'lc,w("f.n,;,,yois,,c.,~m!r: (~SU 4·01-!;B}O o,' www.~•#'e<an<av.i•,uc.ccr-,:f, ,rs:] 4'-'1·6S'.i(} APPROVED FOR !RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE __ _ EXP, ___ _ DATE REVIE\JED BY, INSPECTOR DATE fSHml CITY OF CARLSBAD t---+----t-----------------+---+----t----t-----1 L____:__J PLANNING DIVISION t-----+---+-------------------+-----+----+-----+-----1 ~ ~ ,!'/;IQ I!: ll:Tl! ~, j !l.iltllll\l~!. tl'l'lf, Cf! 111','!i.~ till,;l,!\~:l,i,'11 ! . ~,lllWJWnYr,lliWll'i.JiCll,!;llM 12/31/16 * Renewal Date J',,_ 11115/16 -1 J-. Date <' 0;:::F:-----,-~ LANDSCAPE IMPROVEMENT PLANS FOR: PASEO DEL NORTE PHASE 2 IRRIGATION DETAILS <----+----+---------------+----+--+-----,----1 I-AP~P-Ro_v_Eo_, _____,/_~=~="-'ljf-----3:_,._---'tl=\..,,.,.,~=---~ . PLANNING DATE INITIAL DESIGNER DF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. DRAWING NO. CDP 15-17A 486-SM J NOTE: 1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE OR DRIP ASSEMBLY TO 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/ 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 ++ ++ QCV 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. ©<q,Jrighl 2014 s ... 11•1 Jc /rS!iociotes, lno. ® VALVE BOX LAYOUT SIDEWAL1<----~ CURt>----~ ~-~--METER BOX WITH METER /24•• t I APPROX. B' d----+------'1.--- 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. 12" MINIMUM SECTION VIEW -N.T.S. ©'l'lBlll,11\ll""•I ~-If><. (i) POTABLE SERVICE LINE CROSSING 6'-0" 48" 20" NOTE: 1. TWO MINIMUM PER SITE DESIGN NOTES: 9" 1/2" CAUTIO. _7'-- RECYCLED WATER SED FOR IRRIGATION DO NOT DRINK CUIDADO AGUA RECLAMADA UNICAMENTE PARA REGAR PROHIBO TOMAR 1. 2" SQ. ALUMINUM TUBE PAINTED TO MATCH FRAZEE "ORANGE PEAL" 2. FINISH GRADE 3. CONCRETE FOOTER 4. 9"x14"x1/8" ALUMINUM PAINTED TO MATCH PURPLE PMS #266 5. HP WHITE VINYL GRAPHICS 3" 1'-2" 4 3 6. VANDAL PROOF HARDWARE TO BE USED TO ATTACH THE SIGN TO THE POST SECTION VIEW -N.T.S. @ RECYCLED WATER SIGN STREETSURFACE --------~ 3.5" POTABLE WATER MAINLINE7 MINIMUM REQUIRED I VERTICAL SEPARATIOir::Ni=========:::;=t1-;:2'" RECYCLED WATER IRRIGATION / MAINLINE IN SLEEVE ~ NOTE: Ci 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. FINISH GRADE ~ . i-111111-111 111-111111-111111-111111-111111-111 111-111111-111111-I I 11 ;111~111~111~111~1I1;11,, ,111,, ,111,, ,111,, ,111,, ,1 3'WIDE METALLIC MARKER TAPE 111 i' 11 1 Ii' 11 1 Ii' 11 1 Ii' 11 1 I I~ 0 :~~-~T~~~;0R~R:~~y~~:~:ATER I 111 111 111 111 I PIPE FROM IRRIGATION HEAD TO -1 I 1-1I1-111-1 I 1-1""""-IRRIGATION HEAD. WHENEVER THE =1 111 111 111 111-111 LINES CROSS THE POTABLE PIPE 1 1 O NO SLEEVE IS REQUIRED. r1 II I I I II I I I I II I I I II I I I~ --~------"ALERTLINE" PURPLE COLORED PRESSURE MAINLINE PIPE 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 FOR A TOTAL OF 10 FEET f~------POTABLE WATER LINE 12"-------------12" MINIMUM CLEARANCE (TYPICAL) 0 ""°---------RECYCLED PRESSURE MAINLINE AND SLEEVE ------------------------- SECTION VIEW -N.TS. SECTION VIEW-N.T.S. @ POTABLE MAINLINE CROSSING 2{tiJ I 1:.rrM !. fHfr.Jt1Nnt ·trrr,. t~ -JEHH) ;;.l'!l.6~JS.\l/)'11 I W\l!W.Rijl)T~Dll'IIIL~l:~.C!!M @<q,Jright 2014 s ... 116'/ Jc !.s&acdOi, Int. @ POTABLE MAINLINE CROSSING L2.6 ~; i'!f<)@;N~e'"~YJSS\/~.CQ')l;t,, ;9~1] ',f,{'),11("• 1V· www.sw,i<c,neyas,oc.,oin(F: ('Vil 461-:350 APPROVED FOR /RR/GA T/ON AND PLANTING ONLY, INCLUDING PRECISE LOCA T/ON OF PLANTING AREA. "AS BUil T" RCE __ _ EXP, ___ _ DATE REVJEVED BY, INSPECTOR DATE 0----+---+-------------+---+---t---+----t ~ CIT~LA~!NG ~]~~]~~ BAD ~ L=_J 1---+---~f-----------------+----+----,f---,---1 LANDSCAPE IMPROVEMENT PLANS FOR: 1-----+--+------------t----+----+---+-----.t PAS EO DEL NO RTE PHASE 2 IRRIGATION DETAILS l----+--+------------------+---+--+---+-----1 I-AP_P_R_o_v_E_o_: -~,/~· .-._ (~'~~~==~--I r~t C:f t:.\\...Jt ,~-,..,,-~"' f---+----,f-----------------+----+----,f---,---1 ::=P;=LA::=N::::N::=IN::::G======-;=========:;-;:::=====:· OWN BY: PROJECT NO. DRAWING NO. ~~~g ~~;~-CDP 15-17A 486-5M DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL I 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 or the work to be installed. The work shall be installed in such a manner as ta avoid conflicts between irrigation systems, planting, and architectural features. 8. 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 shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of the 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 all work performed under this section. B. Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturer of articles used in this contract 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. Al! 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 B. C. 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 irrigation 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. Material List: 1. After award of contract and before any irrigatlon 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 submitlals 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 (i.e. Hunter Industries); the item model number (i.e. 1-40-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 clearly 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. Submittals 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 shall be provided as one complete package for the project. Multiple partial submittals 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. Substitutions: If the Irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the irrigation drawings and specifications, he may do so by providing the following information to the 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. -·-·------------0.---------_..__.._ __ _ D. The Landscape Architect or Owner's authorized representative will allow no substitutions without prior written acceptance E. No substitutions of pump manufacturers, distributors or assemblies will be accepted. 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. 1.5 EXISTING CONDITIONS A. The Contractor shall verify and be familiar with the locations, size and detail of points of connection provided as the source of water, 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. I. The Contractor shall repair or replace all 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 repalrs shall be complete to 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 BuJJetMole® underground boring tooJ as manufactured by Dimension Tools, LLC (Contact telephone number (888)-650-5554 or at www.bulletmale.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. 1.6 INSPECTIONS 1.7 1.8 1.9 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 provide safe access for such visits. 8. Where the specifications require work to be tested by the Contractor, it 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 shall not exceed 2 PSI. 4. Coverage test of irrigation system. Test shall be pertormed 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 installation work and materials of all other trades. In the event of damage, immediately make all repairs and replacements necessary to the acceptance of the Landscape Architect and Owner and at no additional cost to the Owner. B. Exercise care in handling, loading, unloading, and storing plastic pipe and fittings under cover until ready to install. Transport plastic pipe only on a vehicle with a bed long enough to allow the pipe to lay flat to avoid undue bending and concentrated external load. 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. 8, 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. 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 installation 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 s"ymbols 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 (inc!udi11g 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 relief and flush valves g. Routing of control wires where separate from irrigation mainline 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 fess 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. In the event the controller sequence is not legible when the drawing is reduced, it shall be enlarged to a readable size. 4. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 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, list 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 wheel 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 shalt 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, will 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 !ist 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 shalt furnish a complete set of operating arid 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 addition al 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 Owner may proceed to make repairs at the Contractor's expense. Any and all damages to existing improvement resulting either from faulty materials or workmanship, or from the necessary repairs to correct same, shall be repaired to the satisfaction of the Owner by the Contractor, all at no additional cost to the Owner. 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 200 IE 1lTlfl;f I !i~Tl!lll!\L l:!TIL t:il.'1191!\l o'l'J.,;~i,.a~;-I W\lr,ltllOli'flllillli'l<iC1U:Q1;1 ~tsDSCA GOLDMAN ~ -i/Lo< "~ Sign afore o 12/31/16 -1 Renewal Date * 11/15/16 Dote replace any damage resulting from the repairing or replacing of such defects at no additional cost to the Owner. We shall make such repairs or replacements within 10 calendar days following written notification by the Owner. In the event of our failure to make such repairs or repfacements within the time specified after receipt of written notice from Owner, we authorize the Owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand. PROJECT NAME: Paseo Del Norte PROJECT LOCATION: City Of Calrsbad CONTRACTOR NAME: Rick McKee of 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 Architect's, Owner's, or governing agencies standards will be rejected and shall be removed from the site at no expense to the Owner. 2.2 PIPE A. 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 D1785. B, Non-pressure lines 3/4 inch in diameter and larger downstream of the remote control valve shall be SCH 40 solvent weld PVC conforming ta ASTM D1785. C. 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 PLASTIC PIPE AND FITTINGS A. Pipe shall be marked continuously with manufacturer's name, nominal pipe size, schedule or class, PVC type and grade, National Sanitation Foundation approval, Commercial Standards designation, and date of extrusion. B. All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASTM 02672, ASTM 02241 or ASTM 01785. C. All solvent weld PVC fittings shall be standard weight Schedule 40 (and Schedule 80 where specified on the irrigation detail sheet, all mainline fittings 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 shall be injection molded. All tees and ells shall be side gated. All fittings shall conform to ASTM D2464 and ASTM D2466. D. All threaded nipples shalt 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 conforma11ce with ASTM D2564 and ASTM 02855. F. When connection is plastic to metal, female adapters shall be hand tightened, plus one turn with a strap wrench. Joi~t 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. 2.4 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 working pressure of not less than 150 PSI and shall conform to AWWA standards. B. Quick Coupler Valves: 1. Quick coupler valves shall be of the manufacturer, size, and type indicated on the drawings. · 2. Quick coupler valves shall be brass with a wall thickness guaranteed to withstand normal working pressure of 150 psi without leakage. Valves shall have 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 Chrfsty's valve ID tags for each remote control valve with valve number. 2.5 VALVE BOXES A. Valve boxes shall be fabricated from a durable, weatheHesistant 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". DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL OATE INITIAL CITY APPROVAL L2.7 Dt=SiC\N ~\f'lD CONSLtT(['Jf; 38T3i.! Sr.y Clnyon L>r"I·~·, )Jiq t;; MHYlelil. Ca 92:;~] €, 'tfne, ,1~'a1<1~y4s~,,,c.cum,1; (9~t:• 4ti1·'e';i:;:,i WVdi .~"l!C'<, 0 e ~ a,.,, o,. c corn: .,, ('Vi~·, 461 -~ cl 'J Q APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BU IL T" RCE EXP. DATE REVIE',/ED BY, INSPECTOR DATE ~ CITY OF CARLSBAD m 1 PLANNING DIVISl□N 2 LANDSCAPE IMPROVEMENT PLANS FOR: PASEO DEL NORTE PHASE 2 IRRIGATION SPECIFICATIONS I APPROVED: ~1 I C::{: to\\....,-\t (-Z,\ ~-~\,;, PLANNING ' DWN BY: PROJECT NO. DRAWING NO. CHKD BY: CDP 15-17A RVWD BY: 486-5M 2.6 LOW VOLTAGE CONTROL WIRING A. Remote control wire shall be direct-burial AWG-UF type, size as indicated on the drawings, and in no case smaller than 14 gauge. B. 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 in color or bare copper and in no case smaller than 6 gauge. 2.7 IRRIGATION HEADS AND DRIP EMITTERS AND INLINE DRIP TUBING A. Irrigation heads, drip emitters and inline drip tubing shall be of the manufacturer, slze, type, with radius of throw, operating pressure, and discharge rate indicated on the drawings. B. Irrigation heads, drip emitters and inline drip tubing shall be used as indicated on the drawings. C. Irrigation heads shall have purple recycled water warning cover. 2.8 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. 2.9 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. 8. Equipment such as flush valves, air relief valves, and wye strainers shall be of the manufacturer, size and type indicated on the drawings. PART 3 -EXECUTION 3.1 SITE CONDITIONS A. Inspections: 1. Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence. 2. Verify that irrigation system may be installed in 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 al! irrigation materials with all other work. 2. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with work under this section. 3. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities, which are caused by his operations or neglect 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 obstructJons 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 draw"ings. Minor changes caused by actual site conditions shall be made at no additional expense to Owner. 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 flnished grade and as noted. Where lines occur under paved area, these dimensions shalt be considered below subgrade. 8. 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 non~pressure 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 constructed of Class "8'' 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. D. 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. A\.Nl.1.MMII' -ro\.fl"llr -"-1"'1C11 IDIIIWI -a>taJIIMII., 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. Backfill shall be tamped in 4~inch layers under the pipe and uniformly on both sides for the full width of the trench and the full length of the pipe. 8ackfl!I materials shall be sufficiently damp lo permit thorough compaction, free of voids. Backfill shall be compacted to dry density equal to adjacent undisturbed soil and shall conform to adjacent grades. C. Flooding in lieu of tamping is not allowed. D. Under no circumstances shall truck wheels be used to compact backfill. E. Provide sand backfill a mlnimum 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 al! markings up for visual inspection and verification. D. Remove all dented and damaged pipe sections. E. All fines 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 will provide for expansion and contraction as recommended by the pipe manufacturer. L Center load all plastic pipe prior to pressure testing. J. All threaded plastic-to-plastic corinections 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 confirmed in the field, B. The Irrigation Contractor shall be responsible for the finaf connections of the proposed valves 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. D. An expansion loop of 12 inches shall be provided at each wire connection and/or directional change, and one of 24 inches shall be provided at each remote control valve. E. A continuous run of wire shall be used between a controller and each remote control valve. Under no circumstances shall splices be used with0ut prior approval. 3.8 VALVES A. Automatic control valves, quick coupler, and ball valves are to be installed in the approximate locations indicated on the drawings. B. Valve shall be installed in shrub areas whenever possible. C. Install all valves as indicated in the detail drawings, D. Valves to be installed in valve boxes shall be installed one valve per box. 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. B. Each valve box shall be installed on a foundation of 3/4 inch gravel backfill, 3 cubic feet minimum. Valve boxes shall be installed with their tops 1/2 inch above the surface 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 inline drip tubing shall be installed as indicated on the drawings. B. Spaclng 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 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 flush valves and air relief valves as indicated on the drawings and as recommended by the manufacturer. 3.12 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, B. Irrigation heads shall be installed after flushing the system has been completed. 3.13 ADJUSTING THE SYSTEM A. Contractor shall adjust valves, align heads, and check the coverage of each system prior to coverage test B. 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 irrJgation heads, drip emitters and inline drip tubing operate at the pressure recommended by the manufacturer. 3.14 TESTING AND OBSERVATION A. Do not allow or cause any of the work of this section to be covered up or enclosed until it has been observed, tested and accepted by the 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 perlorm 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 pre$ence of the Landscape Architect. D. The Contractor shalt furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from the plans, or where the system has been willfully installed 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. 3.15 MAINTENANCE During the maintenance period the Contractor shall adjust and maintain the irrigation system iri a fuUy operational condition providing complete irrigation coverage to alf Intended plantings. 3.16 COMPLETION CLEANING Clean up shall be made as each portion of the work progresses. Refuse and excess dirt shall be removed from the site, all walks and paving shall be swept, and any damage sustained on the work of others shall be repaired to original conditions. END OF SECTION :.aoo ~ 12,Hfl'l' ! 1n;rm11!lt Cii'I, i;:i:i 'll\'1~!1 i1<1 ;61;$ .(iii'! 1 I \1\~W J'!i;l!f! l!ilill!>!s!ltiiLtGN 12/31/16 Renewal Date 11/15/16 DATE INITIAL DATE INITIAL DATE INITIAL DE5IGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL L2.8 a s J37;rn Sky cor-von Drive, s.~:t~ C M1nrl£t8, (~ 9Z!;t;c) "' i~fo@-;<J~,:>n~·,~:;,sp,;.,c,o,T!,t: ('J>1) 4J,l•ii831J w, WW\f/ . .)W',~l'~ya,soc,!Oll1'f: {S5-1} ,!(,1,-·,.\'/\50 APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE EXP, DATE REVIE\./ED BY, INSPECTOR DATE ~ CITY OF CARLSBAD ~ PLANNING DIVISI □N 2 2 LANDSCAPE IMPROVEMENT PLANS FOR: PASEO DEL NORTE PHASE 2 IRRIGATION SPECIFICATIONS . I APPROVED: ~ I C:r-tl~....,'tr \t.;I ">•l'-o PLANNING OWN BY: PROJECT NO. DRAWING NO. CHKD BY: CDP 15-17A RVWD BY: 486-5M 1./ . w ~ 0 z _J w 0 a.. i I I i I I . I I I i I I i M-6 L 1.2 M-5 L 1.2 1 L 1.2 1 L 1.2 ., ii,j I •' CHAIN LINK FENCE CHAIN LINK GATE (2 TOTAL) HEADER GRAVEL MULCH I I I f-! I . I t "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" 04.29.2016 C:\DRAWING FILES\TlllE SHEETS\CLSB-IP.DWG REVISED: 5/15/2012 27. 5 AL NOTES: ~ MUHLENBERGIA RIGENS 1. SEE SHEETS L3.1 AND L3.1B FOR PLANT LEGEND. SEE SHEETS L3.2-L3.4 FOR PLANT NOTES AND DETAILS. 2. SEE L2.0-L2.7 FOR IRRIGATION PLAN, LEGEND, NOTES AND DETAILS. 3. SEE L1.1 • L 1.2 FOR FENCE LAYOUT, DETAILS AND NOTES. 4. REFER TO THE PASEO DEL NORTE RESTORATION PLAN FOR RESTORATION AREA REQUIREMENTS AND INFORMATION. 5. EROSION CONTROL, SITE GRADING, STORM WATER TREATMENT, PAVING, AND RETAINING WALLS PER CIVIL ENGINEER'S PLANS. 6. ALL PLANTING, IRRIGATION AND SITE FEATURES TO BE MAINTAINED BY OWNER. 7. 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. 8. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE (2% IN PLANTING AREAS) AWAY FROM ALL STRUCTURES AND HARDSCAPE, TERMINATING IN AN APPROVED DRAINAGE SYSTEM. 9. 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. AS REQ'D SEED MIXTURE HYDROSEED MIX 77 1 GAL 15 BACCHARIS 5 GAL PILULARIS 81 ARTEMISIA. SGAL CALIFORNICA 14 CYLINDROPUNTIA SGAL PROLIFERA· NOTES (continued): 10. 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. 11. 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. 12. 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. ROOT BARRIER ---------------------- ERIOGON UM FASISCULATU " -4 -~ " " 1 -" i 4 ' ' NOTES (continued): 13. 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 FORA TOTAL LENGTH OF 10'. SEE DETAIL 2/L3.4AND SPECIFICATIONS FOR MORE INFORMATION. 14. WOODY SHRUBS SHALL BE PLANTED OVER HERBACEOUS GROUNDCOVER TO COVER 60% OF THE GROUNDCOVER AT MATURITY. 15. ANY CHANGES IN BIO-SWALE LAYOUT/DESIGN SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT PRIOR TO IRRIGATION AND PLANTING INSTALLATIONS SO THAT THE LANDSCAPE ARCHITECT CAN REVISE PLANS ACCORDINGLY TO INSURE DESIGN QUALITY. 16. PLANTINGS LOCATED IN BIO-SWALES SHALL BE FULLY KNITTED IN AND PROVIDE COMPLETE COVERAGE OF THE SWALE AREA IN ORDER TO PROVIDE A WORKING FILTER PRIOR TO BUILDING OCCUPANCY PERMITS BEING SIGNED. 17. ALL REQUIREMENTS OF THE PASEO DEL NORTE PROJECT RESTORATION PLAN DATED JUNE 16, 2016 AS PREPARED BY HELIX ENVIRONMENTAL ARE TO BE COMPLETED AS PART OF THIS PROJECT. l!Hl ~ .!i'Tll !'f ! i'tllTl!llil!l! .. f,;lT1; i11ii 9!"150 6l\?,~~~.!!ll"71 .i 1'1'MW.!!(lil'n11'li'll'L!lil~.CC1'> 16 OPUNTIA 5 GAL LITTORALIS ERIGEROl'-t GLAUCUS (@ 18-24" O.C.) 15 PERITOMA 5GAL S REQ'D FLATS 35 SGAL 28 1 GAL 21 1 GAL 9 AL SEDUM REFLXUM (@ 15" O.C.) PENNISETUM SETACEUM RUBRUM IRIS DOUGLASIANA GALVEZIA SPECIOSA 5' \ -MALOSJy!A--..,._--- ~I NA PERGOLA TION TEST LOCATION (3 TOTAL), SEE PLANTING NOTES, SHEET L3.3 FOR MORE INFORMATION ROOT BARRIER 2 ~~=~=~==~----j~~-------- L3.4 7 METROSIDEROS 24" BOX EXCELSA o· 1 O' \ I ./ APP.ROVL/J JR.RIGA T/Otv ANO 01\JL Y, lf✓CIUOING l OF? PLANT/1\JG /)RFC/SE. LOCA T/ON OF PLArJTl!\JG AREA. "AS BU IL T" RC[ __ _ EXP, ___ _ F:LVIE\./FD BY• SCALE : 1 "=1 O' -0" N O R T H L3.0 ---------+---------- ,_ ___ ---------- INITIAL DATE INITIAL DATE DCS!Gi\'::R or:-WORk REVISION DESCRIPTIO'\ 0 IHER APPROVAi. CITY APPROVA_ 11\Sl'lC I LJ" SHEET 13 CITY OF CA __ R_L_S_B __ l\_D~ I s~2'2c:Ts I P _AI\N:~G DIVISI □N ------- LANDSCAPF. TMPROVEMENT PLANS FOR: PASEO D~L NORTE PEASE 2 LANDSCAPE PLANTING PLAN APPr,OVED: PLANI\ING CWN GY: CHKD 3Y KS RVWD BV: IG /-Z.-1~-ho I PrWJcCT NO. D~AW NG NO. CDP 15-17A 486-5M PLANT LEGEND SYMBOL LARGE SHADE TREE -24" BOX ■ + • SHRUBS -50% 5 GALLON, 50% 1 GALLON BOTANICAL NAME PINUS TORREYANA PLATANUS RACEMOSA METROSIDEROS EXCELSA COMMON NAME TORREY PINE CALIFORNIA SYCAMORE NEW ZEALAND CHRISTMAS TREE DI EGAN COASTAL SAGE SCRUB RESTORATION AREA 0.3 ACRE OR 13.068 SF. 0 ML RI BP 0 0 G 0 @ C:\DRA-FILES\1111.E ~.DW ll£'IISED: 0/10/2012 CALIFORNIA ERIOGONUM FASCICULATUM BUCKWHEAT MALOSMA LAURINA LAUREL SUMAC RHUS INTEGRIFOLIA LEMONADE BERRY BACCHARIS PILULARIS COYOTE BUSH OPUNTI LITTORALIS COASTAL PRICKLY PEAR PERI TOMA ARBOREA BLADDERPOD CYLINDROPUNTIA COAST CHOLLA PROLIFERA ARTEMISIA CALIFORNICA CALIFORNIA SAGEBRUSH ISOCOMA MENZIESII COASTALGOLDENBUSH MATURE SIZE (H XW) 40-70' X 15' 40'X 30' 25'X15' 0.5-1' X 1-2' 5-15' X 10-15' 5-15' X 10-15' 3-9' X 3-12' 3' X 10' 3.5' X 6' 5' X 5' 1' X 3' 1' X 3' QUANTITY SIZE 4 24" BOX 3 24" BOX 7 24" BOX 48 1 GAL 9 5GAL 9 5GAL 15 5GAL 16 5GAL 15 5GAL 14 5GAL 81 5GAL 15 5GAL ------------------------- FORM STANDARD SINGLE TRUNK, NATURAL FORM SINGLE TRUNK, NATURAL FORM NATIVE LARGE SHRUB/ SMALL TREE LARGE SHRUB/ SMALL TREE MOUNDING, SPRAWLING MOUNDING SHRUB SHRUB SHRUB SHRUB DECIDOUS / EVERGREEN E D E D E E E E E E E E WATER NEEDS L MED MED L L L L L L L L L SUN/SHADE FULL SUN FULL SUN FULL SUN FULL SUN FULL SUN FULL SUN FULL SUN FULL SUN FULL SUN FULL SUN FULL SUN FULL SUN NOTES 160/ACRE 5' O.C. SPACING, GROUPING SIZE 8-10 30 /ACRE 8' O,C. SPACING, GROUPING SIZE 2-3 30/ACRE 8' O.C. SPACING, GROUPING SIZE 2-3 50/ACRE 5' O.C. SPACING, GROUPING SIZE 4-5 55/ACRE 4' O.C, SPACING, GROUPING SIZE 4-5 SO/ACRE 5' O.C. SPACING, GROUPING SIZE 4-5 45/ACRE 3' O.C. SPACING, GROUPING SIZE 4-5 270/ACRE 5' O.C. SPACING, GROUPING SIZE 16-17 SO/ACRE 4' O.C. SPACING, GROUPING SIZE 4-5 " "t;ocDMAN ' .... . ,' ~ (.) ~ ,,~l f 'f.. -.11Vf· __, Signature 12/31/16 * Renewal Date 1~15/16 le :/ll·!i £ll!U! $! j f&liT!!ll,!lil. C!tY, Cl!'?l>1liil t19'.6~i.lill'11 .I WW\i1/J1ilO'rl!Jlllli>l.Jlti!.C,llil DATE INITIAL DESIGNER OF WORK --------""';' ,; ·, APPRO VEO FOR /RR/GA TION ANO PLAN TING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE EXP. DATE REVIE\./ED BY: LJ.1 INSPECTOR DATE ~ CITY OF CARLSBAD ~ 4 PLANNING DIVISI □N 2 LANDSCAPE IMPROVEMENT PLANS FOR: PASEO DEL NORTE PHASE 2 PLANTING LEGEND I APPROVED: ~\ 6r-~\-At I l~(~.lle PLANNING OWN BY: -PROJECT NO. DRAWING NO. DATE INlllAL DATE INITIAL CHKD BY: KS CDP 15-17A 486-SM REVISION DESCRIPTION DTHER APPROVAL CITY APPROVAL RVWD BY: IG SYMBOL SHRUBS, CONTINUED. NOT PART OF.SLOPE RESTORATION 0 e G GRASSES -50% 5 GALLON, 50% 1 GALLON 0 0 8 GROUND COVER -FLATS L:J " [L2] :=-_.,-::.:-«<: :::·""'::.1 ~--,"' --=:-::.~""--==~"'=~ -"I,_--·'I,-, -"<,i HYDROSEED MIX PER RESTORATION PLAN: REFER TO RESTORATION PLAN FOR MORE DETIALS BOTANICAL NAME COMMON NAME CALIFORNIA ERIOGONUM FASCICULATUM BUCKWHEAT SALVIA MELLIFERA IRIS DOUGLASIANA PHORMIUM TENAX, ' RADIANCE' ACHILLEA MILLEFOLIUM GALVEZIA SPECIOSA PENNISETUM SETACEUM 'RUBRUM' FESTUCA CALIFORNICA MUHLENBERGIA RIGENS GAZANIA RIGENS, 'LEUCOLAENA' SEDUM REFLEXUM, 'BLUE SPRUCE" ERIGERON GLAUCUS AGROSTIS PALLENS ACMISPON GLABER ARTEMISIA CALIFORNICA DEINANDRA FASCICULATA ENCE LIA CALI FORNI CA ERIOGONUM FASCICULATUM SSP. FASCICULATUM ERIOPHYLLUM CONFERTIFLORUM EUCRYPTA CHRYSANTHEMIFOLIA HETEROTHECA GRANDI FLORA SALVIA MELLIFERA STIPA PULCHRA BLACK SAGE DOUGLAS IRIS NEW ZEALAND FLAX YARROW ISLAND SNAPDRAGON PURPLE FOUNTAIN GRASS CA FESCUE DEER GRASS GAZANIA SEDUM 'WAYNE RODERICK' DAISY SD BENT GRASS DEERWEED CALIFORNIA SAGEBRUSH FASCICLED TARPLANT CALIFORNIA ENCELIA CALIFORNIA BUCKWHEAT GOLDEN-YARROW COMMON EUCRYPTA TELEGRAPH WEED BLACK SAGE PURPLE NEEDLEGRASS C:\DRA-FUS\'IIU SHEE•C\:m 'P.OWO RE\tSED; 5/15/2012 MATURE SIZE (H XW) 0.5-1' X 1-2' 3' X 3' 1.5' X 2.5' 7' X 5' 2-3'X 2-3' 3-4' X 4-5' 3-4' X 2-3' 2'X2' 4-5' X 4-6' 1' X 3' PLANTED 12-18" O.C. 6" X 18" PLANTED 12-18" O.C. 1' X 1-2' PLANTED 18-24" O.C. 1-3' X 1-2' PLANTED 18-24" O.C. 1.5 LBS/ ACRE 4 LBS/ ACRE 3 LBS/ ACRE 3 LBS/ ACRE 2 LBS/ ACRE 4 LBS/ ACRE 2 LBS/ ACRE 1 LBS/ ACRE 2 LBS/ ACRE 6 LBS/ ACRE QUANTITY 29 3 28 7 52 21 35 76 27 .50 LBS 1.2 LBS .9 LBS .9 LBS .6 LBS 1.2 LBS .6 LBS .3 LBS .6 LBS 1.8 LBS _______ I ----- SIZE 1 GAL 1 GAL 1 GAL 5GAL 1 GAL 1 GAL 5GAL 1 GAL 5GAL AS REQ'D FLATS AS REQ'D FLATS AS REQ'D FLATS AS REQ'D FLATS FORM NATIVE SHRUB GRASS-LIKE GRASS-LIKE, UPRIGHT HERBACEOUS MOUND WITH ARCHING STEMS ARCHING CLUMPING ARCHING DECIDOUS/ EVERGREEN D E E E E E E E E E D E D E E D D D E D WATER NEEDS L L L L L L L L L L L L L L L L L L L L L L L SUN/SHADE FULL SUN FULL SUN SUN/SHADE SUN/SHADE FULL SUN FULL SUN SUN/ PART SHADE SUN/ PART SHADE SUN OR SHADE SUN SUN/ PART SHADE SUN/ PART SHADE SUN/ PART SHADE SUN/ PART SHADE SUN/ PART SHADE SUN/ PART SHADE SUN/ PART SHADE SUN/ PART SHADE SUN/ PART SHADE SUN/ PART SHADE SUN/ PART SHADE SUN/ PART SHADE SUN/ PART SHADE NOTES :llfJ() ~ !lTll. ST I li~T!lilllit l:l'l''f, t~ 919!10 619 665.!>~'11 I l)f,i\1\11.l'l!!~Tl[;ll)!!Pl®\;f.t!lltj OlDMAN ' t .. .. -. ,. ,.,. ...... ::; --=:;--"' co 12/31/16 -< * Renewal Date * 11/15/16 :,,, Date ~"- F CA I.I~()'<- DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION -------- APPROVED FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING ' AREA. "AS BUILT" RCE EXP. DATE REVIEVED BY• LJ.18 INSPECTOR DATE ~ CITY OF CARLSBAD ~ 5 PLANNING DIVISI □N 2 LANDSCAPE IMPROVEMENT PLANS FOR: PASEO DEL NORTE PHASE 2 PLANTING LEGEND I APPROVED: I¼&£ aA I j '2..· 1">-11o PLANNING OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: KS CDP 15-17A 486-5M OTHER APPROVAL CITY APPROVAL RVWD BY: IG SYMBOL MISCELLANEOUS -11•11- SLOPE PLANTING NOTE : BOTANICAL NAME COMMON NAME MATURE SIZE (H XW) HEADER -2X4 BENDA BOARD SEE SPECIFICATIONS, BY EPIC PLASTICS_ SHEET L4 0-L4 1 COLOR:TEAK, LOCATION PER PLAN. BARK MULCH GRAVEL MULCH ROOT BARRIER PERCOLATION TEST LOCATION CHAIN LINK FENCE -5' HT, BLACK VINYL COATED CHAIN LINK GATE -3' W, BLACK VINYL COATED LIMIT OF WORK LINE 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 SHEET L 1.1-L 1.2 AND SPECIFICATIONS SEE SHEET L 1.1-L 1.2 AND SPECIFICATIONS QUANTITY SIZE FORM 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 15 AND APRIL 15,. THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR. b. STANDARD #2 -GROUND COVER: ONE HUNDRED (100°/o) 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 DETERMONED BY THE CITY. c. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. CI\ORA-FILES\Tin.E SHEE1S\CUll-f',Dllll Rf.WIED: 5/15/2012 --------------------------------------------------------- DECIDOUS / WATER EVERGREEN NEEDS SUN/SHADE NOTES HYDROSEED SPECIFICATIONS: TWO-STEP PROCESS; SPREAD SEED BY HAND OR APPLY WITH A LIGHT MATRIX AND COVER WITH TACKIFIER, AS FOLLOWS. A. MIX: REFER TO PLANTING LEGEND L3.1 B B. MULCH: TYPE 9 MULCH (WOOD FIBER) OR BONDED FIBER MATRIX (bfm) -1500 POUNDS/ACRE WITH HYDROPOSR PREMIUM COMPOST OR EQUAL -1000 POUNDS/ ACRE C. BINDER: ECOLOGY CONTROL M-BINDER-150 POUNDS/ ACRE D. TACKIFIER: TYPE 10 MULCH (STABILIZING EMULSION) BINDER - 150 POUNDS/ ACRE E. FERTILIZER: N/A F. INOCULATION: AM 120 MYCORRHIZAL INOCULUM OR EQUAL - 60 POUNDS PER ACRE 201! Ii: llTll l,;T I llll"rll!!,J!I. l:!TV, ~I\ 911il>IJ il ,,645,€!ii'ffe1 ! 11'JWWJ'il}!)"l"£illll!'Uli:J.tl!II! ~t,IDSC~ <;O\.DMA,v ," i'' (.) :::: ·?b'.1;-, ~ u' ~ ~ Sgnature . ..-~ 12/31/16 --; * Renewal Date * 11/15/16 Dale DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE EXP. DATE REVIE',/ED BY, L3.1C INSPECTOR DATE ~ CITY OF CARLSBAD ~ 6 PLANNING DIVISI□N 2 LANDSCAPE IMPROVEMENT PLANS FOR: PASEO DEL NORTE PHASE 2 PLANTING LEGEND I APPROVED: ~ q-f:\~"\r ("--·l~•lio I PLANNING DWN BY: ~~ PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: KS CDP 15-17A CITY APPROVAL RVWD BY: IG 486-SM 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 TOA 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. DEEPWATER 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. C:\IJRAIING FIIB\1111.E $HEE1S\WIB-IPJlllll RE'IISED: 5/15/2012 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 AND 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 15 AND APRIL 15,. THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR b. STANDARD #2 -GROUND COVER: ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN 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 POSITION UNTIL THE PLANTING BACKFILL HAS BEEN TAMPED DOWN AROUND EACH ROOTBALL STAKE ALL TREES PER STANDARD DETAIL 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 !NISH 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 E GALLON PLANTS AND 4. PLANT MATERIAL SHALL NOT BE ROOT BOUND. FIV LARGER SHALL HAVE BEEN GROWN IN CONTAINER MONTHS AND A MAXIMUM OF TWO YEARS. S FOR A MINIMUM OF 6 5. PLANTS SHALL EXHIBIT HEAL THY GROWTH AND BE FREE OF DISEASE AND PESTS. ACH TO ADJACENT FENCES 6. REMOVE NURSERY STAKES ON ALL VINES AND ATT WITH GALVANIZED NAILS AND GREEN NURSERY TA PE 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 gj;/ij .Ii: lllll ::rr ! llll'!'l()!,111!:. QlT11, e;!l !/1,~tl $l~.t6~JJ:!;W1 ! WWW,!'<O~"l'lllllill)'lllC!!,ttll'<l 12/31/16 Renewal Date 11/15116 Date F' CALI 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 HEAL TH 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 ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE EXP DATE REVIEIJED BY: L3.2 INSPECTOR DATE ~ CITY OF CARLSBAD ~ PLANNING DIVISl □N 2 7 LANDSCAPE IMPROVEMENT PLANS FOR: PASEO DEL NORTE PHASE 2 PLANTING NOTES I APPROVED: ~C:r:-la~-A-I '2. ,\ ".,, I.., I PLANNING OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: is;s CDP 15-17A DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: IG 486-SM \ , PLANT NURSERY SOURCES BUSINESS STREET CITY ABC NURSERY 424 EAST GARDENA BLVD. GARDENA ALTMAN SPECIAL TY PLANTS 2372 TAMARA LN. SAN MARCOS ARBOR NURSERY P.O. BOX 1138 DUARTE AUSTRALIAN NATIVE PLANTS 9040 N. VENTURA AVENUE VENTURA B & B NURSERYTOWN 10866 LARCH AVENUE BLOOMINGTON BARON BROTHERS NURSERY. INC. 7568 SANTA ROSA RD CAMARILLO BERYLWOOD TREE FARM 1048 LA LOMA AVENUE SOMIS BIG TREES NURSERY, INC. 12450 HIGHLAND VALLEY RD. RANCHO BERNARDO BOETHING TREELAND FARMS 23475 LONG VALLEY RD. WOODLAND HILLS BOTANICAL PARTNERS VISTA BRIGGS TREE NURSERY 1111 POINTSETTIA AVE. VISTA BUENA CREEK GARDENS 418 BUENA CREEK RD. SAN MARCOS CACTUS KING 1534 CREST DRIVE ENCINITAS CALIFORNIA CACTUS CENTER 216 SO ROSEMEAD BLVD PASADENA CAL-TOKYO NURSERY PO BOX 580 BELLFLOWER CEDROS GARDENS 330 SO. CEDROS SOL. BEACH CHIA NURSERY 6380 VIA REAL CARPINTERIA CHOCOLATE MOOSE GROWERS 1525 FORT STOCKTON DRIVE SAN DIEGO CHOICE NURSERY 2123 N SANTA FE AVE VISTA CLAUSON NURSERY 3132 BLACKWELL DRIVE VISTA COASTAL ZONE NURSERY 31427 PACIFIC COAST HWY MALIBU COLOR CONNECTION 26637 SOBODO HEMET COLOR FARM 1219 BLUEBIRD CNYN TRAIL VISTA CYCADS N PALMS N. CO SD DESIGNED II 18837 BROOKHURST ST, #208 FOUNTAIN VALLEY DURLING NURSERY 40401 DE LUZ RD. FALLBROOK E&K GROUNDCOVER 1317 WASHINGTON ST RAMONA ELLIS FARMS PO BOX 961 BORREGO SPRINGS ENCINITAS GARDENS 1452 SANTA FE DR. ENCINITAS ENDANGERED SPECIES 23280 STEPHANIE PERRIS ETERA-NORTHWEST HORTICULTURE 14113 RIVER BEND ROAD MT. VERNON FOUR SEASONS WHOLESALE 18860 NORDHOFF STREET NORTH RIDGE FOXTAIL FARMS OF CALIFORNIA JAMUL, VENTURA GANTERS 3016 FRUITLAND DRIVE VISTA GOOD EARTH NURSERY 1855 SOUTH AL TU RAS FALLBROOK GREELEE NURSERY 241 EAST FRANKLIN AVE POMONA GREEN MEADOW GROWERS 31957 AQUEDUCT ROAD BONSALL GRIGSBY CACTUS 2354 BELLA VISTA DRIVE VISTA GROWEST 2601 VALENCIA AVE BREA HEMET WHOLESALE NURSERY P.O. BOX 1650 HEMET HERBAN GARDENS 136 RANGER ROAD FALLBROOK HINES FALLBROOK 2500 RAINBOW VALLEY BLVD. FALL BROOK HORAKH NURSERY 30661 VALLEY CENTER RD. VALLEY CENTER HORTUS 284 E. ORANGE GROVE BLVD. PASADENA HUNTER'S NURSERY 3110 SWEETWATER LEMON GROVE JUNGLE MUSIC 3233 BRANT STREET SAN DIEGO KINGS RIVER NURSERY 458 NORTH RIO VISTA SANGER MAGIC GROWERS 2800 EATON CNY. DR. PASADENA MITSUWA NURSERY P.O. BOX487 MOORPARK MOCKINGBIRD NURSERY 1670 JACKSON AVE RIVERSIDE MONROVIA NURSERY AZUSA MOUNTAIN HERB CO. 1168ALPINE HTS. RD. ALPINE NIKERSON'S NURSERY FALL BROOK NORMANS NURSERY 8635 E DUARTE RD SAN GABRIEL ORANGE COUNTY NURSERY PO BOX 0 NORWALK OTTO & SONS NURSERY 1835 EAST GUIBERSON ROAD FILMORE PACIFIC WEST TREE CO. 1020 E. LASALLE AVE. VISALIA PARDEE TREE NURSERY 30970 \ilA PUERTA DEL SOL BONSALL PARKWAY NURSERY (PALMS) 5050EL CAMINO REAL CARLSBAD PERENNIAL ADVENTURE 10548ANAHEIM DR. LAMESA PERFORMANCE NURSERY 12777 TIERRA REJADA RD ARROYO GRANDE PIERGROSSI LANDSCAPE VISTA PRICE'S NURSERY & GARDEN 80-420 AVENUE 2 LA QUINTA RANCHO SOLEDAD NURSERY 18539 ALISO CNYN RD. RSFE ROADRUNNER TREE FARM PO BOX 1900 BORREGO SPRINGS ROSELAND NURSERY 2193 GREEN BRIAR DR. FALLBROOK SAKIOKA WHOLESALE NURSERY 8292 WORTHY DRIVE MIDWAY CITY SANTA CATALINA NURSERY ESCONDIDO/PALA SEATREE MIRAMAR 20200 BAKE PARKWAY VALLEY FOREST SERRA GARDENS 3314 SERRA ROAD MALIBU SHERMAN NURSERY 751 CASSOU RD. SAN MARCOS SILHOUETTES OF THE DESERT 1022 LA RUEDA VISTA SOLANA SUCCULENTS 355 N. HWY 101 SOL BEACH SOUTH COAST PALMS 960 EL CAMINITO FALLBROOK SUILIN AND WHITNEY ROBINSON SUNCREST NURSERIES 400 CASSERLY RD. WATSONVILLE SUNNY SLOPE 4025 E. LA PALMA AVE, 203 ANAHEIM SWAN HILL NURSERY, LLC PO BOX420 WADDELL THEODORE PAYNE FOUNDATION 10459 TUXFORD ST SUN VALLEY TIMBERLINE TREES PO BOX 661960 ARCADIA TOMLINSON SELECT NURSERIES P.O. BX 2167 VISTA TREE SOURCE, THE 30230 RANCHO VIEJO RD. SAN JUAN CAPISTRANO UPPER CHASE NURSERY 17010 WASHINGTON STREET RIVERSIDE VALLEY CREST TREE COMPANY 13745 SAYRE STREET SYLMAR VENTURA COUNTY NURSERY, INC. 4595 BALCOM CANYON ROAD VENTURA VILLAGE NURSERY 5400 GOVERNOR DRIVE MIRAMAR W D YOUNG & SONS 81910 ARUS STREET INDIO WALKER-VICE NURSERY 11050 MYSTERY MTN VALLEY CENTER WALTER ANDERSON'S 3642 ENTERPRISE STREET SAN DIEGO C:\DRAWING FILES\TITLE SHEETS\CLSB-IP.OWG REVISED: 5/15/2012 ST CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA WA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA AZ CA CA CA CA CA CA CA CA CA CA CA PHONE (800) 654-8062 (760)7448191 (626) 357-4823 (805) 649-3362 (951) 926-1134 (805) 484-0085 (805) 485-7601 (760) 480-6889 (818) 883-1222 (760) 758-6181 (760) 727-2727 (760) 744-281 0 (760) 753-6939 (626) 795-2788 (562) 208-9534 (858) 792-8640 (805) 684-3382 (619) 390-7159 (858) 481-4151 (760) 724-3143 (310) 457-3343 (951) 927-1331 (619) 727-8222 (760) 728-4874 (714) 378-5360 (760) 728-9572 (760) 789-0924 (760) 767-5234 (760) 753-2852 (909) 943-0990 80075ETERA (818) 700-0092 (619) 669-7242 (760) 758-8375 (760) 728-5177 (909) 629-9045 (760) 751-0793 (760) 727-1323 (714) 528-0761 (909) 652-2464 (760) 723-2967 (800) 258-6472 (760) 749-2108 (626) 792-8255 (619) 463-9341 (619) 291-4605 (559) 787-3073 (800) 640-6244 (800) 824-0564 (909) 780-3571 (760) 489-9203 (619) 445-8352 (626) 285-9795 (800) 569-0169 (805) 524-2123 (559) 805-5859 (760) 630-5400 (760) 438-2988 (619) 660-9631 (805) 529-5446 (760) 598-4882 (760) 777-7325 (858) 756-3717 (760) 767-3310 (760) 728-8863 (714) 898-0345 (760) 751-4035 (949) 951-7999 (310) 456-1572 (760) 471-9988 (760) 727-2935 (858) 259-4568 (760) 723-1354 (760) 758-3913 (800) 949-5064 (714) 632-5550 (623) 935-0545 (818) 768-1802 (626) 447-5690 (760) 727-2203 (800) 594-9231 (951 ) 776-2868 (805) 524-3939 (805) 644-7677 (858) 552 0592 (760) 34 7-7906 (619) 749-1615 (619) 224-8271 FAX (310) 327-1608 (760) 744-8835 (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) 792-87 45 (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) 34 7-1084 (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 9-5/ 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 8-4:30/ 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-F 7-4:30 SAT 7-12 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 ;ttl ~ ll' 12Tll S"j I !lilf!OIJ;,t tl\1lf, Cil ~ !111,tl bl, ,,;65:llS'l< 7 l \i!r,li\11,l<!l!i"l'!iillt.!'l!!l:E,i:ll.M SPECIALTY WHOLESALE SHRUBS AND TREES CACTUS, SUCCUL., GRASS TREES GENERAL, INCLUDING SHRUBS ORNAMENTALS SPECIALTY RETAIL SUCCULENTS/ CACTI SUCCULENTS/ CACTI SPECIAL TY RETAIL GRASSES, MEDITERRANEAN AKA MISSION HILLS NURSERY:PERRENIALS PALMS, SPECIMEN PALMS CITRUS TREES SUCCULENTS PALMS SHRUBS, PERENNIALS, 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 ORNAMENTALS/WHSL; RETAIL QUALITY ORNAMENTALS/ALL PURPOSE PERRENIALS/DIVERSE RETAIL GENERAL NURSERY SPECIALITY PALMS/ CYCADS PERENNIALS, 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 I (CONTACT: JEFF) RETAIL SUCCULENTS, CACT SPECIALITY PALMS/ CYCADS HERBS, PELARG., SAGE, ET SHRUBS,GRASSES,PEREN TREES AND SHRUBS AL NIALS RETAIL CA NATIVES, INFO SO URGE PALMS TREES AND SHRUBS PALMS CITRUS RETAIL FX 619-224-9067 ------ ~ >---------·- -DAE --- --. ---. -------- ------ ------ -------- INITIAL DCSIG\JER OF wo::::_·,:,, --" ------ - ------ ---""'" ---· --·-----· . REVISION DESCR PTON ------------ APPRO\/rO rO,~ !RR/GA T!Ot-v AIIJO PLANTING ON/ Yi l!\JCLU/J!tvG PRECISE LOCA TlON Or Pl AN Tl.NG At9EA. "AS BUil T" R[T EXP ~ATE REVIEVED BY, L3.3 INSPECTOR DATE -~ CITY OF CARLSBAD SHc..ETS PLANNING DIVIS;□\ 22 8 --... ---- LANDSCAPE Ii,,[PROVEMENT PLANS FOR -- PASEO DEL NORTE PI-IASE 2 NURSERY SOURCES I ------ -.ArrROVED: ~ ~aA -----rz..-I',. \'-c, PLANNING -- DW\ BY: KS PROJECT NO. . DRAWING NO. DATE INITIAL DATE INITIP..L CHKJ BY: KS CDP 15-17Ai ----486-SM 0 cER APPROVAL C!TY .A.PPROVAL RVWJ BY: JG --- 21-+~ 1. TREELEVEL 2 X ROOIBALL (ALL FOUR SIDES) 5% C, \JIRANNG FI.ES\111LE 5HEE'IS\CUB-P.DWO R£\1SED: 5/15/2012 SECTION PLAN CD TREE AND ROOIBALL 0 TREE STAKES (2) 0 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. 0 FINISHED GRADE PLANT TABLETS PER SPECIFICATIONS 6" BELOW GRADE. 1 CU. FT. CRUSHED AGGREGATE @ SUBGRADE PER GEOTECHNICAL REPORT ® SET ROOTBALL @ 1" ABOVE FINISH GRADE @ MULCH PER SPECIFICATIONS @ AMENDED BACKFILL MIX PER SPECIFICATIONS SCALE: 1/2" =1 '-0" 2 0 2. ROOT BARRIER ~-------2 CD 0 0 0 0 SECTION © PLAN 36" HIGH ROOT BARRIER WHERE ABUTTING PAVING OR MOW EDGE CONCRETE PA\1NG/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 DIAGRAM MA TIC. 3. TRIM TOP OF BARRIER TO BE ½" BELOW FINISHED GRADE. 4. SEE PLANTING PLANS FOR LOCATIONS SCALE: 1" =1 '-0" ~t1DSC~,o c;,o\.DMAN ' ~i '.,.,, ~ ,' ,J),,_. :::-/;/_.,,.~ 1,,1,_...\ _J • "' signature n 12/31/16 --< Renewal Date 11/15/16 Dote ~!)(1 ·~ 12f!i .ST ! ll~Tl.OM!ll. .:rn, Cl< 1)195!! &!.l1c,16!!.!l!ti7 I WWW .!l!JllT!;!!lll!'!.ll:l:'.'it.tlli'I-I F Cl< LI 0-' I-;t;,: _J(D -<(f-VJ ::::,0 VJ oow w a:: _J • N {=c;===;=;~-{3 2 X ROOIBALL SECTION 3. TREE ON SLOPE DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION 2 X ROOTBALL DIRECTION OF PREVAILING WIND '--7 2 )-t--01 • 0. X DATE INITIAL OTHER APPROVAL 0 0 0 0 0 PLAN VIEW TREE AND ROOIBALL TREE STAKES PER NOTIES AND SPECIFICATIONS TREE TIES PER SPECIFIA TIONS 4" DIA. AERATION/ BREATHER ~~~ TUBE @ DOWNHILL SIDE REFER TO SPECS FOR GRATE 6" HIGH EARTH BERM © FINISHED GRADE 0 PLANT TABLETS PER SPECS. ® NOT USED ® SUBGRADE @ SET ROOTBALL @ 1" ABOVE FINISH GRADE Q, MULCH PER SPECIFICATIONS \c.Y 3" DEPTH @ BACKFILL MIX PER SPECIFICATIONS @ CUIBACK UPHILL SIDE OF PIT @ SILT BERM AT TOP EDGE OF PIT @ EROSION CONTROL FABRIC PER CITY OF CARLSBAD SLOPE PLANTING REQUIREMENTS, SEE PLANTING NOTES AND SPECIFICATIONS. NOTE: FRONT AND REAR PLANT PIT SLOPES NOT TO EXCEED 1:1. SCALE : 1/2" =1 '-0" APPROVED FOR !RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE EXP. DATE REVIE\./ED BY, L3.4 INSPECTOR DATE w CITY OF CARLSBAD ~ 9 PLANNING DIVISl □N 2 LANDSCAPE IMPROVEMENT PLANS FOR: PASEO DEL NORTE PHASE 2 PLANTING DETAILS I APPROVED: PLANNING l~~~-A 1:Z.-"'•·'"' I DWN BY: K, PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: KS CDP 15-17A CITY APPROVAL RVWD BY: !G 486-5M 0 ® 0 0 ® ® 0 ...J ...J <( ~ 0 0 0:: X "' - SHRUB SET ROOTBALL CROWN 1" ABOVE FINISH GRADE FINISH GRADE PLANT TABLETS PER SPECS., 6" BELOW GRADE BACKFILL MIX PER SPECS. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT BARK MULCH j",C SECTION A -BARK MULCH NOTE: 1. ALL PLANTING AREAS TO RECEIVE 3" LAYER OF MULCH, EITHER BARK OR GRAVEL. REFER TO PLANTING PLAN, SHEET L1.1, FOR LOCATION. 2. MULCH TYPE -REFER SPECIFICATIONS, SHEET L4.0 -L4.1. 3. FINISH GRADE: 3" BELOW PAVING AT MULCH AREA ' N 0 , r~--c-----c-----."""''""'"'~-- 5 ENLARGEMENT A -BARK MULCH 4. SHRUB SCALE: 1" =1 '-0" 0 PLAN VIEW 6. GROUNDCOVER OFFSET FROM EDGE OF PAVING ir+------,1' SEE PLANT LEGEND 7 0 0 0 © ® ® 0 ® ® @ SECTION AT FLAT AREAS GROUNDCOVER PLANT TRIANGULAR SPACING (TYP.) SPACING INDICATED PER PLAN SET ROOTCROWN ABOVE FINISH GRADE MULCH PER SPECIFICATIONS ROOTBALL FINISH GRADE PLANT TABLETS PER SPECIFICATIONS EDGE OF PAVING AMENDED SOIL PER SPECIFICATIONS OFFSET FROM EDGE OF PAVING SEE PLANT LEGEND 9 6 SCALE: 3" =1 '-0" 7 SECTION 5. SHRUB ON SLOPE 2 X ROOTBALL 21!1! Ii: tlT'.!I, ST ! l'iitrl!Jl\l!ll. l:(Tf. t!l 'i'll'lll! bl'!l,i,1,$,$,l!'l'i' ! !/i/WW.lii!llnt!llliPL/;l:il:.ttil'il 8 0 0 0 0 ® ® 0 ® ® @ @ @ \'\DSCA 1:,0lDMA,\I SHRUB SET ROOTBALL CROWN 1" ABOVE FINISH GRADE, AT EXISTING SLOPE LEVEL. 4" HIGH EARTH BERM @ EDGE OF PLANT PIT, FIRMLY COMPACTED. FINISH GRADE. NOT TO EXCEED 1: 1. PLANT TABLETS PER SPECS. PLANTING BACK FILL MIX PER SPECIFICATIONS LAYBACK SLOPE BEHIND PLANT PIT AS NEEDED TO PREVENT SOIL SLUFFING. NOT TO EXCEED 1: 1. LINE OF SLOPE BEYOND/ OR EXISTING SLOPE • RIPPED AND RECOMPACTED SUBGRADE PER SPECS. MULCH PER SPECS. EXISTING SOIL 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 5 GALLON ROOTBALL 3. KEEP MULCH 4"-6" AWAY FROM STEMS & TAPER @ ROOTBALL 4. TAPER MULCH TO 2" DEPTH AT FLATWORK SCALE: 1" =1'-0" APPROVED FOR !RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. "AS BUil T" RCE __ _ EXP. ___ _ DATE REVIEwED BY, L3.5 INSPECTOR DATE 1-----+---+--------------+----+---+----+----1 ~ CIT~LA~!NG ~1~~1k~BAD ~ ~--+-----j-----------------t----t-----t-----t----1 ~L=A::_:N::_:D;SC;A:,_:P;:E;:::::;l::_:M::_:P::_:R::_:O::_:VE;M;:E::_:N;:T;:::::;P::_:L=A::_:N::_:S=::_:FO;:R;::===:'.__'::===: ~' f{r, "~ ...J Signature (") 1----+--+----------+----+--+----+------1 P ASEO DEL NO RTE PHASE 2 PLANTING DETAILS 12/31/16 -I * Renewal D<1te * 11/15116 I APPROVED: w _/1( I 1---+-------,-------------+----+----+----+------' 1~~ <=v, f::t\.....,.\t rz~ 12>-t.., ~--+-----j-----------------t-----t-----t-----t----1 PLANNING . Pco~W~NnB~Y~: ==KSClr==~P~R~O~JE~C~T~N~O~. =71~D~R~A~WijlN~G~N~O. ~~~g ~~• Fer cDP 1s-17A 486-sM DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL 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 Owner's 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. Soil amendments and fertilizers: Submit manufacturer's product data on amendments and fertilizers as noted. Include brand names, estimated quantities, and supplier. 2.2.1.2. Plant materials: Submit a list of all plant materials with quantities, sizes, and source. 2.2.1.3. 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. 2.2.1.4. Bark Mulch: Submit one (1) 1/4 lb. bagged sample of each specified material. Label bag with name, source, size, and color range. 2.2.1.5. Gravel Mulch: Submit one (1) 1/4 lb. bagged sample of each specified material. Label bag with name, source, size, and color range. 2.2.2. Submittals for above items shall be made in one package. If submiltals 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 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. 2.3.2. Trees shall be warranted to remain healthy and in a vigorous growing condition for a period of one year from Contract Close-out. 2.3.3. 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. 2.3.4. 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 Owner's 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 respects to that specified and that it will, in all respects perform the function for which it is intended. Include with request all required samples. Submit 3 copies of all written requests and data for proposed substitution. 2.5. Site visits: C: \JIRA-FILES\1111.E SHEE!S\C:111! PJ>'MI RE\1SEII: 5/15/20!2 2.5.1. Schedule and coordinate site observation visits for the following construction activities. 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 2.6. Maintenance 2.6.1. 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. 2.6.2. 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. 2.6.3. 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. 2.6.4. 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. 2.7. Plant Products 2.7.1. 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. Groundcover plants shall be healthy vigorous rooted cuttings grown in flats for at least three months, but not over six months. 2. 7.1.4. 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 Owne~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. 2.7.8.2. 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 lies shall be flexible non-deteriorating self fastening, black rubber ties of sizes required to adequately support trees, Gm-Straight lies, 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. Grates: 4" National Diversified Sales (NDS) #76 plastic atrium drain grates. 2.7.8.2.1. Tan in decomposed granite mulch. 2.7.8.2.2. Black in bark mulch 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. 2.8.2. 2.8.2.1. 2.8.3. 2.8.3.1. 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. Weed Control 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 bb d t I I I I f "I P · t · gru e ma ena a a ega re use sI e. nor o using ocedures with the Owner's Representative, and obtain written herbicides, review pr approval. Herbicide a performed by an ope site and on adjacent pplications requiring government or agency approvals shall be rater licensed by the County. Protect existing plant material on properties from exposure to herbicides and equipment. h Grades Soil Preparation and Finis Spread amendments mechanically till and within the dripline of foreign material, cons smooth and compact report, ii is very impo before or just after pl soil report recommen over all planting areas indicated on the Drawings, and blend to a depth of six (6) -eight (8) inches. Prepare areas existing trees by hand, do not use mechanical tillers. Remove !ruction debris, and rocks larger than 2" in diameter. Rake to the finish grades shown on the Drawings. Per the soils rtant that planted areas are leached well with an irrigation anting that provides the equivalent of a 3-4" depth of water. Per dalions, spread evenly and thoroughly. Blend in the following lWil !1 :&1' i lliI'flll1<l'lL .l:!JY, !:!!_ il'i~il. iil9.1,~li.@ ~'ii, i f,'W11Hlill1ni!lll!PL!lll!1.t!li'll 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!Ev/ED BY, L4.0 INSPECTOR DATE ~ CITY OF CARLSBAD m 1 PLANNING DIVISl □N 2 LANDSCAPE IMPROVEMENT PLANS FOR: PASEO DEL NORTE PHASE 2 LANDSCAPE SPECIFICATIONS I APPROVED: I~ e:r~ f:1\.....,-lf I (Z-·I"'>• I<,, PLANNING DWN BY:-=xs:::=-PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: KS OTHER APPROVAL Cl TY APPROVAL RVWD BY: IG CDP 15-17A 486-5M 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. 2 yd 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 Representative and document locations where water remains in the pit. If percolation problems 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. 21))) ~ ll'fll sr i 1-li'!Tlill'i!ll i,::rtv, ti!i 'i'.l'll':il:i 1>1 ~ ,Jh!i!i .111!~1 i ,;,1,1W .1,'!ll!Jl aJ;iN11Ul C!ttllM APPROVED FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE EXP DATE REVIE\./ED BY, L4.1 INSPECTOR DATE w CITY OF CARLSBAD ~ PLANNING DIVISI □N 2 2 LANDSCAPE IMPROVEMENT PLANS FOR: PASEO DEL NORTE PHASE 2 LANDSCAPE SPECIFICATIONS * Renewal Date * 11115/16 I APPROVED: ~~a~ f-Z...-12>----1 PLANNING OWN BY: ~~ PROJECT NO. DRAWING NO. DATE INlllAL DATE INITIAL DATE INITIAL CHKD BY: KS CDP 15-17A 486-SM DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: IG