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HomeMy WebLinkAboutDWG 481-6L; MS 13-08; TIERRA LA COSTA; 01-10AS-BU/LTS: AS-BUILT PlANS FOR ALL PROJECTS (BONOW AND NO-BONDED, PUBLIC AND PRIVATE) ARE REQUIRED TO 8[ SUBMrrrrn. SUBMITTAL OF AS-BUILT PlANS SHALL BE AS REQUIRED BY THE [NG/NffR/NG AND PlANN!NG DEPARTMENTS. THE FINAL PlANS SHOULD BE PREPARED BY THE lANDACPE ARC/-!ITECT FROM DIMENSIONS PROVIDED BY THE CONTRACTOR. FINAL AS-BUILT PlANS SHALL BE DRAFTED CLEARLY TO T/-1£ SAT/FACTION OF THE CITY, AND ORIGINAL MYlARS S/-!ALL BE SUBMITTED TO THE CITY OF THIER KffP!NG. THE FINAL IRRIGATION AS-BU/LT PLANS WILL BE REQU/R[O TO BE REVIEWED ANO APPROVED BY THE CITY AND FINAL MYLARS WILL BE REOU!RED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO PLANNING SIGNING Tl-IE PERMIT CARD. VICINITY CITY OF OCEANSIDE SLOPE R[V[G[TATION NOTES: REQUIREMENTS: HIGl·l'NAY 78 PACIFIC OCEAN SLOPES 6: 1 OR STffPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED /-!£REIN S/-/ALL BE TREATED WITH ONE OR MORE OF THE FOLLOW/NG PlANTING STANDARDS: STANDARD /11 -COVER CROP/REINFORCING STRAW MATTING: COVER CROP SHALL BE A SffD MIX TYPICALLY MAD[ UP OF QUICK GERMINATING AND FAST COVERING GRASSES, COVER, AND/OR WILD FLOWERS. SUBMIT T/-1£ SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. T/-1£ covrn CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE W!T/-1/N THIRTY (30) DAYS. REINFORCING STRAW MATTING S/-/ALL BE AS APPTWVED BY THE CITY AND STAKED TO SLOPE AS RECOMMENDED BY THE MANUFACTURER. REINFORCING STRAW MATTING SHALL BE REQUIRED W/-/EN PLANTING OCCURS BETWffN AUGUST 15 AND APRIL 15. THE covrn CROP AND/OR REINFORCING STRAW MATTING SHALL BE USED THE REMAINDER OF THE YEAR. STANDARD #2 -GROUND COVER ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PlANTED WIT/-/ A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING C/-/ARACTER!ST!CS (PLANTED FROM MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE W!T/-1/N ON[ YEAR). STANDARD /13 -LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-J/4 INC/-/ LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF Tl-IE SLOPE FACE (AT MATURE SIZE). STANDARD #4 -TREES ANO/OR LARGE SHRUBS TREES AND/OR LARGE S/-/RUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINER) AT A MINIMUM RATE OF ONE(/) PLANT PER TWO /-/UNDRED (200) SQUARE FEET. SLOPES -6:1 OR STEEPER AND. A. J' OR LESS IN VERTICAL HElG/-/T ANO AR£ ADJACENT TO PUBLIC WALKS OR STRffTS REQUIRE AT MINIMUM STANDARD # 1. B. J' TO 8' IN VERTICAL HEIGi-iT R[QU!RE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), 2, ANO 3. C. IN EXCESS OF 8' IN VERTICAL /-1£/G/-/T REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN U[U OF A COVER CROP), #2, #J and #4 AREAS GRADED FlATTER THAN 6: 1 REQUIRE STANDARD #1 (COVER CROP) WIT/-/ TEMPORARY !RR!GAT!ON WHEN T/-/EY /-/AVE ONE OR MORE OF T/-1£ FOLLOW/NG CONDITIONS: A. SllffT GRADED PADS NOT SC/-/EDULED FOR IMPROVEMENTS W!T/-1/N 6 MONTI-IS OF COMPLETION OF ROUGH GRADING. B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY n!E CITY. C. /O[NT!F/£0 BY THE crrY AS H!G/-/LY VISIBLE AREAS TO Tfj[ PUBLIC OR I/AVE SPEC/AL CONDITIONS T/-/AT WARRANT IMMEDIATE TREATMENT. MAP LANDSCAPE IMPROVEMENT PLANS TIERRA LA COSTA CARLSBAD,CA NOT TO SCALE CITY OF VISTA ~o-R CITY OF L SAN t.4ARCOS ~ ~ ~ NO SCALE I HEREBY DECLARE THAT l AM T/-!E LICENCE DESIGNER OF WORK FOR T/-1/S PROJECT, T/-/AT I /-/AVE EXCISED RESPONSIBLE C/-/ARGE OVER T/-1£ DESIGN OF Tr/£ PROJECT AS DEFINED IN SECTION 6703 OF T/-1£ BUSINESS AND PROFESSIONS CODE, AND T/-1£ T/-1£ DESIGN IS CONSISTENT W/T/-1 CURRENT STANDARDS. I UNDERSTAND Tf/AT T/-1£ Cf/ECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY T/-1£ CITY OF CARLSBAD AND T/-1£ COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL /-/£ALT/-/) IS CONFINED TO REVIEW ONLY ANO DOES NOT REL/EV[ ME, AS T/-1£ LICENSED DESIGNER OF WORK, OF MY RESPONS!B!LIT!ES FOR PROJECT DESIGN. T/-IESE PLANS /-/AVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WIT/-/ T/-1£ APPROVED lANOSCAP[ CON(EP WATER CONSERVATION PIAN, FIRE PROffCT: /J, AND ALL CONDITIONS OF APP~~v, . G ,}~.!;:NDSCAPING BY: ('\J 1 --DATE: 7/15/14 RR DRAWING INDEX· SHEET TITLE Sf-lEET NUMBER TITL[ S/-/[[T 1 /RR/GA TION PLANS 2 !RR/GA TION CALCULATIONS J /RR/GA TION DETAILS 4 /RR/GA TION SPECIF/CATIONS 5 PLANTING PLANS 6 PLAN TING DETAILS 7 PLANTING SPECIF/CATIONS 8 PLANTING SPECIF/CATIONS 9 PLANT SURVEY 10 MAP NO SCALE PROJECT LOCATION T/-1/S PROJECT IS LOCATED W!Tf//N ASSESSORS PARCEL NUMBER 204-251-04, 05/-1£ CALIFORNIA COORDINATE INDEX OF T/-1/S PROJECT IS: N 2000, [ 6225. DI RT " DIAL TOLL FREE 1 -800. 422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DATE INITIAL EMGINEER OF WORK DECLAHATION OF HESPONSIBLE CHARGE: I /-1£REBY DECLARE T/-IA T I AM T/-1£ UC£NSEO DES!CN£R OF WORK FOR T/-1/S PROJ[CT, T/-/A T I /-IA VE EXEl!C!SEO Fi[SPONS!BLE C/-/AF!GE OVEFi THE DESIGN OF T/-1/S PROJECT AS DEFINED IN S[CT!ON 6703 OF T/-1£ BUSINESS AND PF<OF£SS/ONS CODE AND THA F Tl-!£ DESIGN IS CONSISTENT WIT/-/ CURRENT STANDAF!DS. I UNDERSTAND T/-/A T T/-1£ C/-/[CI< OF PF!OJECT DRAWINGS AND SPECIF/CATIONS BY T/-1[ CITY OF CARLSBAD ANO SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL /-/EALT/-1 IS CONFINED TO A REVIEW ONLY AND DOES NOT FIELIEV£ ME, AS T/-1[ LICENSED DESIGNER OF WORK, OF MY R[SPONS/B/LIT/£5 FOR PF<OJECT DESIGN. T/-/ESE PLANS /-IA VE B£EN PREPARED IN SUBSTANTIAL CONFORMANCE WIT/-/ T/-1£ APPROVED LANDSCAPE CONC[PT PLAN, WATER CONS[R\/A T/ON PLAN, Fifi£ PROTECTION PLAN, ANO ALL CONDITIONS OF APPF<O\/AL F/ELATEO TO '.~NOSCAP!NG. BY: JAMES P. B[NEOETTI f ~··· / Pf-ION£ NO: (.Zfill) !l..f..lt=1.I.Q.ol.ct.._+J.----- R£G/STF/A TION NO: EXP/FIAT/ON DATE: 09-J0-2014 WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WIT/-/ Tr/£ R£QU/R£M£NTS FOF/ LANDSCAPE AND IRF/ICA T/ON PLANS CONTAINED IN TH£ CITY OF CARLSBAD'S LANDSCAPE MANUAL & WA T£R [FF/CJ[NT LANDSCAPE F/£GULA TIONS. I r/A \/£ PF/£PAf/ED THIS PLAN IN COMPLIANCE WI TH ff/OS£ REGULATIONS AND TH£ LANDSCAPE MANUAL. I CERTIFY T/-/A T Tl-/£ PLAN IMPLEMENTS THOSE FiEG'ULA T!ONS TO PROVIDE £FFIC1£NT USE OF WA [£Fi. 8 Y: JAMES P B[N£0£TTI Pr/ONE NO (ZfiQ) 4l9-Qli4'L REC!STF/A TION NO: J058 EXP/RAT/ON DA TE: 09-J0-2014 BACKFLOW PREVENTER TESTING: ALL If/RICA TION BACl<FLOW Pf/£V£NT£f/S SHALL 8£ TESTED BY A C£f/T/FIED TEST[Fi AND FiESUL rs MUST 8£ CIV[N TO T/-1£ CITY AND Tr/£ OLIVEN/-/AIN MUNICIPAL WA T£R DISTRICT. PIP[ BETWEEN THE METEFi AND BACKFLOW PFi£V[NT£f/ SHALL 8£ "SCHEDULE K HAF!O COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN B[ FOUND ON TH£ CITY WEB SIT[ Ar.· /-ITTP: //WWW CAFILSBADCA. GOV /SERVICES/DEPAFi TM[NTS/WA T[fl/DOCUM£NTS/R£CYCL£D WA T[FIBACKFLO WTEST£FILISTPDF FOR RECYCLED OR /-1 TTP: //WWW CAFILSBADCA. GOV /SERVIC£S/D£PAFITM£NTS/WA T[fl/DOCUMEN TS/WA T[f/BACl<FLOWT[ST[F/LIST.POF FOF/ POTABLE OF/ CALL (760) 4.JB-2722. INSPECTION PROCEDURES: INSPECTION Pf/OCEOUF/£5.· INSP[Cl!ON OF TH[ PROJECT SHALL BE P[f/FORM[D BY TH£ LANDSCAPE ARCHITECT OF WORK, OR HIS DES!CNA TED AGENT. REFER TO THE SPECIF/CATIONS FOFi TH£ SCrl[DUL£ OF H£QU/f/£D INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOW/NC COMPLETION OF T/-1£ WORI<, TH[ LANDSCAPE AF/C/-1/T[CT OF Tl-/£ WOR!< WILL CERTIFY THAT Tr/£ INSTALLA T!ON HAS BEEN COMPLETED BY SUBMITTING Tl-/£ "C[RTIFICA TION OF COMPLETION" FOF!M. A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY TH£ CITY MUST ALSO 8£ MAD£ BY CALLING T/-1£ INSPECTION Fi[QUEST LINE. "C£FITIFICA TION OF COMPLETION" FORM FAX TO: (760) 944-894.J. LANDSCAPE INSPECTION REQUEST Pr/ON£ LIN£: (760) 602-4602. PRIOR TO BEGINNING LANDSCAPE WORK: TH£ CONTRACTOR SHALL CONTACT Tl-/£ D£S1GNER OF WOFIK PFIIOF! TO BECINN!NC LANDSCAPE WOF/K AND TH£ D£S1CN[FI OF WOFi!< Sf-IA.LL R£V![W TH£ PROJECT UTILITY LOCATIONS AND Fi£VJS£ PLANS ACCORDINCL Y TO FULLY SCREEN ALL UTILITIES FF/OM VJ[W AND PF/OT£CT ALL UTILITIES (ABO\/£ & BELOW CHAD[) Ff/OM INVASIVE PLANT (X/OWTH AND FIOOTS. APPROVED FDR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE SHEET FDR: PE __ _ EXP ___ _ DATE REVIEWED BY: INSPECTOR DATE I S1EET I CITY OF CARLSBAD UQJ PLANNING DIVISION 0 LANDSCAPP: IMPHOVEME:N'I' PLANS FOR TIERRA LA COSTA ESFERA STREET & VENADO STREET CARLSBAD, CA APPROVED 1 . J'.\ r rtt: 't,.,_., f::[, \:;:__/ ,Q 117,1-+ PLANNl~IG DATE REVISION DESCRIPTION DATE IMITIAL DATE IMITIAL OTHER APPFWI/AL CITY APPROVAL DW~! BY: PROJECT NO. DF!AWl~IG ~10. CHKD BY: MS 13-08 481-6L FNWD BY WATFR COI\ISER\/ATION FEATUF\ES WATER CONSERVATION WILL BE ACCOMPLISHED WITH PLANNING A~ID DESIGN, APPROPRIATE PLA~IT SELECTION, A~!D EFFICIE~IT IRRIGATION. THIS DESIGN rAKES ADVANTAGE OF l~ITERES f!NG AND COLORFUL DFWUGHT rQLEf,ANT PLANTS WHERE SUN OF!IE~ITATION, SLOPES A~ID LOCATION OF U r1u rY Ll~IES AND PLA~!NED USAGE WERE CONSIDERED [ill @ CD [ill (iJ) 0 ® • [ill ® ROTOR fWTOR ROTOR POP-UP POP-UP fWTOR ROTOf, J.". METER #1 A \/Al LAB LE STA TIC PRESSURE 100 IRRIG. SYSTEM DESIGNED~ GPM @ 40 P.S.I. .022 .044 - 0.37 0.19 I / SHT. •f 0.74 0.40 _L A-5 r 4.7 NOTE: SHRUB ROTOf< HEADS ADJACENT TO HAROSCAPE AREAS TO BE POP UP HEADS. SYMBOL [Ml ®:lfljg) DESCRIPTION r POTABLE WATrn METrn BACKFLOW Pf,EI/ENTOF, MANUFACTURER/MODEL FEBCO / 825YA-1.25 W/ P\/R-1 © TEMPOf<ARY AUTOMATIC CONTROLLEF, HUNTER / NODE SI/C-400 0 liiiiii,;;;J I wssl [ill LIOUID FERTILIZATION TANK HOSE BIB AUTOMATIC CO~ITROLLER ET SENSOR HIGH FLOW SHUTOFF DEVICE 0 MASTrn VALVE ~ RDAOTE CONTROL VALVE Q9 BALL Vt,LI/E VALVE BOX CONTROL WIRE-14 GAUGE ---MAINLINE (PVC PIPE) -~--LATERAL LINE (PVC PIPE) = SLEEVE (PI/C PIPE) EZ-FLO / EZ002-CX W/ CBl/-125 (BALL VALVE) CHAfAPIOfl/ HB-2 W/ 1/BH HU~ITER / IC-2401-PL INDOOR WALL MOUNT CONTROLLER HUNTER / WIRELESS SOLAR SYNC (wss-srn) HUNTrn / FLOW-CLIK-FCT-158 HUNTER / ICl/-201G-FS-AS-R HUNTER / ICI/-XXXG-FS SERIES KING BROG. B.TU. CARSON 1320 B-13 OR EQUAL (PURPLE LID) PAIGE / //1', GAUGE SCH 40 FOR 1-1 /2' AND SMALLER CLASS 315 FOR 2" AND LARGEf, SCH.40 PVC SCH.80 PVC SLEEVE @ VEHICULAF, PAI/INC SCH. 40 PVC SLEEVE @ ELSEWHEf,E REMARKS BY OTHERS, SEE CIVIL PLANS INSTALL PER DISTRICT STANDAfWS INSTALL ON SITE Pf<IOR TO GARAGE CONSTRUCTION SIZE flODE PER MANIFOLD INSTALL PER DETAIL INSTALL IN THE GARAGE 3/4'' SIZE MOUNT ON WOOD POST INSTALL IN THE GARAGE l~ISTALL (1) PER fAANUF. RECOMfA, DETAIL K / SHT. 4 A / SHT. 5 B / 2 E / SHT. 4 C I SHT. 4 C I SHT. 4 INSTALL (1) PER MAflUF. f<ECOfAfA, D / SHT. 4 IRRIGATION PIPE SIZING CHART INSTALL (1) PER MANUF. RECOfAMENDATIONS A / SHT. 2 SIZE AS SHOWN, INCLUDES PRESSUF,E REGULA TOF,S F / SflL ,, lflLINE SIZE\ BLOCl(ED TRUE UNION SEE SPEC. SEE SPEC. 1"-1 1 /2'' ~ SCH 40; 2"-2 1/2''+ ~ CLASS :l15, SEE SPECS. SEE SPECS. 2 X OUTSIDE DIA. OF PIPE TO BE SLEEVED A / SHl 4 J / SHl 4 H / SHT 4 1 LATERAL PIPE (PVC SCH. 40 IPS PIPE) PIPE SIZE GE'M...._ 3/4" 0-8 1" 8-12 1 1/4" 12-22 1 1/2" 22-30 2" 30-50 2 1/2" 50-70 3" 70-110 MAINLINE PIPE .E'lE'E.S.IZ~--- 3/4" (SCH. 40 IPS PLASTIC PIPE) 1" (SCH. 40 IPS PLASTIC PIPE) 1 1/4" (SCH. 40 IPS PLASTIC PIPE) 1 1/2" (SCH. 40 IPS PLASTIC PIPE) 2" (PVC CLASS 315 IPS PLASTIC PIPE) 2 1/2" (PVC CLASS 315 IPS PLASTIC PIPE) 3" (PVC CLASS 315 JPS PLASTIC PIPE) GPM 0-8 8-12 12-22 22-30 30-55 55-70 70-100 \'IOSCAPc MINIMUM TREE SEPARATION DISTANCE IMPROVEMENT/ MINIMUM DISTANCE TO STREET TREE TRAFFIC SIGNALS (STOP SIGN) -20 FEET UNDERGROUND UTILITY LINES -5 FEET DI RT <. MED·;- : i -\ * ABOVE GROUND UTILITY LINES-10 FEET DRIVEWAY (ENTRIES)-10 FEET INTERSECTIONS (INTERSECTING CURB LINES OF TWO STREETS) -25 FEET rn. DIAL TOLL FREE 1 -800 -422 -4133 AT LEASf TNO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ate //15/l'I ·1t, "OF CALI< \ I AM FAMILIAR WITrl TH[ REQUIREMENTS FOR LANDSCAPE ANO IRRIGATION PLANS CONTAINED IN TH[ CITY OF CARLSBAD'S WATER EFFICIENT LANDSCAPE REGULATIONS. I UNDERSTAND THAT CONSTRUCT/ON DRAWINGS ARE TO BE PREPARfD IN COMPLIANCE WITH THOSE REGULATIONS ANO TH£ LANDSCAPE MANUAL. I CERTIFY THAT TH[ PLANS I/AV[ BEEN PREPARED IMPLEMENTING THOSE REGULATIONS TO PROVIDE EFFICIENT US[ OF fir ffJ7 BY: )[, r '· DA Tt~1~!~15~!~14~-- ' [PA/R[R TOP OF MULCH 7 LAYER, F.G. +2" MAl~ILl~!E !PLASTIC VALVE BOX (12" W/ LID) I HEAT BRA~ID "RC\/" O~ITO LID I ~!+~HI, 24" WIF,E LOOP 1 111 i111~r~ 1cD DEcoDEF, ««r«rrrrrrrrrrrrrrJffrr _m 111 11=111= '~ ~'.._SCH 80 PVC MIPPLE, rYP. FEMALE ADAP fEF, ~ SCH 80 PVC SCH. 80 UNIO~l--- 3/ 4" CRUSHED GRAVEL TWO CUBIC FEET BRICK SUPPORTS ----------~ N.T.S . NOTE: ITEMS 3,4,5,6,7 AND 8 ARE INCLUDED. WITH THE EX-FLO SYSTEM. ITEM 11 IS PURCHASED SEPARATELY. EZ-FLO-FERTI LLI ZER INJECTOR SYTEM N.T.S. 20 10 0 20 40 60 SCALE: 1" = 20' APPROVED FDR PLANTING AND IRRIGATION □NL Y, INCLUDING PRECISE LOCATION OF PLANTING AREAS, RRIGATI□N PLAN F□R, PE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ~1_2_3_0~8-JP_B+-l-L_A_~,_c_H_AN_c_E_A_□_o_TIO_~_,A_L_A_R_EA_s_--+----+----+---+--~ISH2EITl,_c_rT_Y __ o_F_'_C_A_R_L_S_B_A_D~~o _ PLANNING DIVISION ~ DArE INITIAL DATE ll'IITIAL DATE INITIAL HlGll'IEER OF WORK REVISIOM DESCRIPTION OTHER APPROI/AL CITY APPROVAL LANDSCAPE: IM!'ROVP:M,:NT ['I.ANS FOR TIERRA LA COSTA ESFERA STREET & VENADO STREET CARLSBAD, CA APPROVED I 1-; .,£, ~ C..:-r-t;{( ~-ft 1 · n · l::L PLA~INl~IG DATE OWN BY: PROJECT NO. DRAWING ~10 CHKD BY: R\/WO BY: MS 13-08 481-6L MONTHLY AVERAGE REFERENCE E\/ APOTRAN SPIRATI ON lf\lCHES !'ER MOf\lTH INCHES PER DAY MOf\lTH ETo MONTH ETo JANUARY 1.83 JAf\lUARY 0.06 FEBRUARY 2.20 FEBRUARY 0.08 MARCH 3.42 fAARCH 0.11 APRIL 4.49 APRIL 0.15 MAY r 2r :::,, :::, MAY 0.17 JU f\lE 5.67 JUf\l E 0.19 JULY 5.86 JULY 0.19 AUGUST 5.61 AUGUST 0.18 SEPTE~ABER 4.49 SEPTEMBER 0.15 OCTOBEF< 342 OCTOBER 0. 11 NO\/EMEBEF< 2.36 NOVEMEBER 0.08 DECEMBER 1.83 DECEMBER 0.06 Af\!f\lUAL ETO 45.43 DATA SOUFlCE CALIFORf\llA IRRIGATION MANAGE~AEf\lT INFOR~AATION SYSTEMS MINIMUM TREE SEPARATION DISTANCE IMPROVEMENT/ MINIMUM DISTANCE TO STREET TREE TRAFFIC SIGNALS (STOP SIGN) -20 FEET UNDERGROUND UTILITY LINES -5 FEET ABOVE GROUND UTILITY LINES· 10 FEET DRIVEWAY (ENTRIES) -10 FEET INTERSECTIONS (INTERSECTING CURB LINES OF TWO STREETS) -25 FEET 6 M Oi\l TH ESTABLISH~~ EI\I T IRRIGATIOI\I SCHEDULE MATURE LANDSCAPE IRRIGATION SCHEDULE WATER USE CALCULATIONS LEGEND HYOROZONE ONE: MP ROTATORS (6,722 SF, 90% OF TOTAL LANDSCAPE AREA) PRESSURE CALCULATION WATER METER H I SIZE: 1' H.G.L. XX ELEVATION 6' x .-433 "'2.6 PSI REMOTE CONTROL VALVE j A-1 MAXIMUM DEMAND 19.5 GPM DAILY RUN Tl~AES 3-5 DAYS A WEEK DAILY RUI\I TIMES 3-5 DAYS A WEEK This calculation assumes that Hydrozone 1 is planted with low water use plants with a Plant Factor (PF) of 0.3 and utilizes a MP Rotor with an Irrigation Efficiency (IE) of 0.7 (70%). Hydrozone 2 is planted with low water use plants with a Plant Factor (PF) of 0.3 and utilizes a Bubbler syster with an Irrigation Efficiency (IE) of 0.8 (80%). There are no Special Landscape Areas (SLA). HYOROZONE TWO: BUBBLERS ELEYATICN N/A PSI LOSSES MOf\lTH fAINUTES ~AINU TES ~A lf\l U TES DRIP ROTOF,S BUBBLERS MONTH Mlf\lUTES DRIP JAf\lUARY 5 9 5 10 JAf\lUARY 3 FEBRUARY 7 12. 5 11 FEBFRUARY 3.5 MARCH s 15 1 5 MARCH 4.5 APRIL s 16.5 16.0 APRIL r :::, MAY 15 21.5 22 MAY 6.5 JUNE 15 21.5 22 JUNE 5.5 JULY 15 20.5 21 JULY 6.5 AUGUST 15 20.5 21 AUGUST 5.5 SEPTEMBER 9 19 19 SEPTE~ABER 5.5 OCTOBER 7 15 15 OCTOBER 4.5 f\lO\/Ef1IEBER 2 2 5 f\10\/EMEBEF! 1 DECEMBER 2 2 5 DECEMBER 1 NOTES: 1. AN ET COf\lTROLLER SHALL BE lf\lSTALLED FOR THIS PROJECT Af\lD THE COf\lTRACTOF1 SHALL INSTALL PER MAI\IUFACTURER. THIS INFORMATION IS PROVIDED FOR REFEREf\lCE Of\lL Y. 2. 1\10 0\/EFlHEAD IRRIGATIOf\l SHALL BE USED BETWEEf\l THE HOURS OF 8: 00 AM AND 6 00 PM 20 10 0 20 40 60 ~ 1----, SCALE: 1" = 20' MINUTES ROTORS 9 12 14.5 16 21 21 20 20 18.5 14.5 1. 5 1. 5 MINUTES BUBBLEf1S s 10 12 13 14 15 15 15 14 13 3 3 PLANT WATER PLA~IT IRRIGATIO~I HYOROZONE USE TYPE FACTOR METHOD 1 LOW 0.3 MP FWTOF! 2 LOW 0.3 BUBBLER MAXIMUM APPLIED WATER ALLOWANCE (MAWA) MAWA = (ETo) (0.62) [0.7 x LA+ 0.3 x SLAJ MAWA = (47.00) (0.62) [0.7 x 7,439 + 0.3 x OJ MAWA= 151,741 gal/yr ESTIMATED TOTAL WATER USE (ETWU) ETWU = (Eta) (0.62) [(PF x HA)/ IE + SLA] IRRIGATIO~I PLANT IRRIGA TIO~I SQUARE EFFICIENCY FEET 0. I 6,722 0.75 717 HYDFWZO~IE EFFICIE~ICY FACTOR AREA PF X AREA 1 0.70 0.3 2 075 0.3 HYDROZONE1 ETWU = (Eto) (0.62) [ (PF x HA)/ IE+ SLAJ ETWU = (47.00) (0.62) [ (2,016.6/ 0.7 )+ OJ ETWU = 85,948 gal / yr HYDROZONE2 ETWU = (Eto) (0.62) [ (PF x HA)/ IE+ SLAJ ETWU = (47.00) (0.62) [ (215.1/ 0.75 )+ OJ ETWU = 8,357 gal / yr Total project ETWU 94,305 6,722 2 016. 6 71 7 ?1 5.1 The ETWU (94,305 gal I yr) is less than the MAWA (151,741 gal/ yr) REC\1,11\EU 1/UufJrn COl/lli WATER METER ·4-.9 PERCE~IT OF (717 SF, 10% OF TOTAL LANDSCAPE AREA) BACKFLOW PREVENTER 11.0 STRAINER 5.0 TOTAL LA MAINLINE (PRESSURE LINES);_ GATE VALVE 1.5 90% 10% A. LESS THAN 3" IN DIAfJETER -18" COVER B. 3" TO 5-1 /2" IN DIAMEIER -21/' COVER C. 6" OR GREATER IN DIAMETER -JG" COVER D. SLEEVES UNDER PA1~NG (NON-IWADS) SAME AS A. ABOVE SLEEVES UNDER ROADS: 6' OR LESS IN DIAMETER -JG" COi/ER GHEATER fHAN 6" IN DIAME IER -48" COVER SCHEDULE 80 PVC LATER LINE (NON-PRESSURE LINES);_ A. LESS THAN :l" IN DIAME IER --I 2" COVER B. J' TO 5-I /2" IN DIAME IER -18" COVER C. 6" OR GREATER IN DIAMETEI< -24" COVER MAIN LINE 6.1 CONTROL VALVE 1.5 1-1 /2" MAINLINE 1.6 1-1/t"LATERAL UNE 1.2 1" LATERAL LltlE 1.-4 3/'1-' LATERAL LINE 3.0 1/2" LATERAL LINE 0.0 107. FITTING LOSS 3.6 PRESSURE REQUIRED ~ HEAD 25.0 TOTAL SYSTEM LOSSES 70.8 STATIC PRESSURE AVAILABLE 100.0 RESIDUAL WATER PRESSURE+/-50.2 MINIMUM PRESSURE REQUIRED @ POC = 75.0 PSI IRRIGATION I\IOTES: D SLEEVES UNDER PA'MIG (NON-ROADS) SAME AS A. ABOVE 1. COI\ITRACTOR SHALL VERIFY STATIC WATER PRESSURE AT POII\IT OF 2. 3, 5. 6. 7. 8, 9. 10. CONNECTIOI\I PRIOR TO INSTALLING IRRIGATION SYSTEM. SHOULD STATIC Wf\TER PF\ESSUF~E BE LESS THf\f\l 75 PSI, CONTRACTOR SHALL I\IOTIFY LANDSCAPE ARCHITECT FOR lf\lSTRUCTIONS PF\IOR TO PRECEDING WITH 11\ISTALLATIOI\I. COI\ITRACTOR SHALL VERIFY LOCATIONS OF AUTOMATIC COf\lTROLLEF\S EXISTING MAINS, LATERALS, SLEEVES AI\ID COI\ITROL WIF\II\IG STUBOUTS PRESSURE CALCULATION PRIOR TO CONSTRUCTIOi\l. MAINLII\IE AND EQUIPMEf\lT ARE SHOWN DIAGRAMMATICALLY CONTRACTOR SHALL SAVE EXISTII\IG IRRIGATIOf\l LATERAL LII\IES WHEF\E APPROPRIATE, Af\lD SHALL PRESSURE TEST THESE LINES PER THE SPECIFICATIONS. REMOTE CONTF!OL VALi/ES SHALL BE LOCATED 11\1 f\lOf\l TURF AREAS UI\ILESS NOTED OTHERWISE. I/ AL VE CALL OUT: COI\ITROLLE ,!---~ ---------CONTROLLEF\ STATION I\IUMBER VALVE S -r ~ VALVE DISCHARGE PROTECT ALL IRRIGATIOI\I LOCATED WITHIN THE PROJECT'S LANDSCAPE WORK AF\EA. CONTF\ACTOR SHALL REPAIR AI\ID OR MODIFY A1\JY DAMAGED TO EXISTII\IG FACILITIES TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT. PROVIDE SLEEVING WHERE I\IEEDED. 1\10 90' TEES OR ELLS ALLOWED UNDER HARDSCAPE ELEMENTS. CHECK VALi/ES SHALL BE INSTALLED TO PRE\/Ef\lT LOW HEAD DRAlf\lAGE. THE IRRIGATION SYSTEM I\IEW Af\lD EXISTING HAS A POTABLE Wf\TER SOURCE AI\ID DOES NOT USE RECLAIMED WATER. NOT RECLAIMED WATER IS A\/AILIABLE TOTHE SITE AT THIS TIME PER THE CARLSBAD MUNICIPAL WATER DISTRICT. IRRIGATION PIPE SIZING CHART LATERAL PIPE (PVC SCH. 40 \PS PIPE) EIEE_S\ZE_Gf'M_ MAINLINE PIPE E\EE_Sl<-'------ 3/4" 0-8 1" 8-12 1 1/4" 1 1/2" 2" 2 1/2" 3" 12-22 22-30 30-50 50-70 70-110 3/4" (SCH. 40 IPS PLASTIC PIPE) 1" (SCH. 40 IPS PLASTIC PIPE) 1 1/4" (SCH. 40 IPS PLASTIC PIPE) 1 1/2" (SCH. 40 IPS PLASTIC PIPE) 2" (PVC CLASS 315 IPS PLASTIC PIPE) 2 1/2" (PVC CLASS 315 IPS PLASTIC PIPE) 3" (PVC CLASS 315 \PS PLASTIC PIPE) TO USE THIS DEIAIL These are the camman layers that shauld be left an for all aptions. All will have a 'O' in front af them: Ohunter-earth Ohunter-noplot viewport □hunter-product Ohunter-tille lex\ GPM 0-8 8-12 12-22 22-30 30-55 55-70 70-100 CD There are two options with this detail, a Check Valve and o Reclaimed Rubber cap. The default is both are currenlly turned on. WATER METER JI 2 SIZE: 1• H.C.l. XX ELEVATION 6' ~ .-433 =2.6 PSI REMOTE CONTROL VAL\IE j MAXIMUM DEMAND ELEVATION B-2 22.-4- N/A PSI LOSSES WATER METER .+.9 BACKFLOW PREVENTER 11.0 STRAINER 5.0 GATE VALVE 1.5 MAIN UNE 6.! CONTROL VALVc. 1.5 1-l/2"MAINLINE 1.6 1-I/t"LATERAL LINE 1.2 1" LATERAL UNE 1.4 J/4" LATERAL LINE J.O 1/2" LATERAL LINE 0.0 107. FITTING LOSS 3.6 PRESSURE REQUIRED @ HEAD 25.0 TOTAL SYSTEM LOSSES 70.8 STATIC PRESSURE AVAILABLE 100.0 RESIDUAL WATER PRESSURE +/-50.2 CPM MINIMUM PRESSURE REQUIRED O POC "' 75.0 PSI There ore four varieties of swing joints associated with this sprinkler detail: Rigid with PVC street elbows (layers start with a 'I') Rigid with Marlex street elbows (layers start with a '2') Foctary prefabricated (layers star\ wilh u '3') Pro Flex or contractor assembled (layers start with u '4') Also within each of tlie faur varieties ore two options far detail callout: Bubble Leader APPROVED FOR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AREAS. All of these items ore separated by layer and calar in \he layer manager. If the user hos ACAD2000 ar newer, the layout tabs are set far each of the options already. 1 RRIGATI □N PLAN FDR, PE __ _ EXP. ___ _ DATE REVIEWED BY ® PGP ULTRA ROTOR, TEMPORARY \~I SPECTOR DATE DI RT DIAL TOLL FREE 1 -800 -422 -4133 AT LEAST TWO DAYS BEFORE YOU DJG UNDERGROUND SERI/ICE ALERT OF SOUTHERN CALIFORNIA 1--2-3_0-+s-JP_B_1-1r_P_LA_N_c~_1A_N_cE_A_oo_T_10_~1_A_L _A_RE_A_s_--l---1----1-----1---i I sH3EET I CITY OF CARLSBAD ~0 PLANNING DIVISION ~ ~=~============:'...:====: DATE INITIAL DATE IMITIAL DATE INITIAL EMGIMEEF~ OF WORK REVISION DESCRIPTION OTHER APPFWVAL CITY APPROVAL LANIJSCAl'E IMPH0VJl:Mf:N'f' l'Li\NS [,'Oil: TIERRA LA COSTA ESFERA STREET & 1/ENADO CARLSBAD, CA PLA~!~IING DW~I BY: __ _ PROJECT NO. CHKD BY: __ _ MS 13-08 STREET ,. 1,.,4 DATE 481-6L R\/WD BY: I DRAWl~IG ~10. ~-------~ (D ® 0 BALL VALVE PVC SCH 80 U~IIO~I SHORT PVC SCH. 80 NIPPLE (LE~IGTH AS REO'D) (I) l,IIILCH CD f'IMISI I Ci<AUI, (I) Gl,MED rnP TO USE THIS DITAIL These ore the common layers that should be left on for all options. All will have a 'o' in front of them: 0hunter-earth Ohunter-noplot viewport 0hunter-product 0hunter-title text 0 ® (0 BRICI< OR CO~IC. SUPPORTS O~I COMPACTED SUBGF<ADE 1 CU. Fr. (MIN.) PEA GRAVEL SUMP FINISH CRADE l~I TURF 1" IN G.C. •':')HIJNIER 0.25 or 0.50 GPl,I PCB BUBBLER '.± (IJPIIOMAL) r-)IIUlilH< HcV UlfCi1 VAIVE 1·"· (OPilOr'IAL) (o j PAflNlfD Sll<AIA IWOI SYSIEl,I ') llllNIUl S'IIIIIG ,JOIIII AJso within this detail are two options for detail callout: Bubble Leader 0 VALVE BOX (PUF,PLE LID) COMPACTED SUBGRADE PVC SCH 40 FEMALE ADAPTER (TYP.) ,J (OPWlMAI) All of these items are separated by layer and color in the layer manager. ~ II the user hos ACAD2000 or newer, the layout tabs ore set for each of the options already. @BALL VAL VE ·-;\ ·1·'-W)lll WIRf-Lf·):; '.iUIAF: S'(~IC' SfWi()f~, 1· .'.J 1 .,11,1owH u1) ro oou' rnuM !~ECE1vrn ,IIIIAUI[ 1"0',I. Pull. IJII currrn l,\OUIII , '•/'10UN r ll·i 1 OCMION wr1rnt ;:ifr-lSOI~ CAN (_~. f/l1-.[IVi: f lJl.l SUN, IS Of-UI TO f?Alt-lFf\Ll AND UIJ I 1,Jf-~Jll11Nifl rn SPl1AY flAflHIN VALVE I.D. TAG TO USE THIS DITAIL These are the common layer~ that should be left an far all options. All will have <J 'Q' in front of them. Also within this detail me two options for detail c<Jllout: NOil· IIISIAU IIUIIIEll Ill IEI< f,\BF,IC SLEEVE- #fUWS ')L fTVl @ TREE BUBBLER .lli1.illill --llill.U (1) l,IODfl flD'/1 -CllK-XXX (:i) MODEL fCT-XXX (SEE CIIARI fO SIZE) r;) f,IIM. 18/2 WIRF ro INIEIIFACE PANEi.. 1-3 1,IAXIMIJl,I '1/lllE -lilSfi\i>ICE IWN OF 1,000' CD SIAflDNiD VALVE oox CD Flfll)II CHAO[ TO USE THIS DITAIL There are common layers that should be left on for all aptions. All will have a 'o' in front of them. ,,-,"~ W1KF1_F'.;~; :·iOl!\f~ \Yr-IC mCEIVfR MOUf.JT[D m-J ,.:'.'T,lf w,111 l·i[XI ro 111[ inlll~OllfR Bubble Leader All of these items <Jre separated by !ayer and color in the layer munoger. (0 ,IAIN I INl PIPE ·" .... ' """' -"'"'~,' ''11~ (_7) f,IASTER VALVE Within this detail there is only 'Bubble' callouts due to the amount of items within the detail. C \JIRELESS SOLAR SYNC SYSTEM Ci)>---! ---------18 ' ~lffll~ ~ll -llffi--® ~ !blff'5m ~"j l millm= 'lv-@-m 111_ /~ rrrmr«rrrri9 11IIImm--€) 18 =1-11=1-1. ~ \'-II = I= ®--~ ', ,=p ,I H I ,W. . .":,Jf'I j 3 l j fc__-F-=r,1-----,10 ~ / : ·: ·: . : . :j-:::: :•. ::::: _, --1',"b----<0 rz~· .... :>::-:::: ••·-~ CD flNISH GRAD~ (FLUSHM T~R-(~ ~10 1" IN GF,OU~IDCOVER) ~----u 0 F,EMOTE CO~ITROL VALVE (@) CO~ITF,OL VALVE (SEE SPECS) 0. C'c~• PO PVC, 0 FEMALE ADAP. ~ NIPPLt' (TYP.) SCH. 40 PVC @ (itE ~9J'tc~~ESSURE PIPE 0 SCH. 80 U~IION @ SOLE~IOID G) 1 CU. FT. PEA GRAVEL 0 PVC PRESSURE PIPE (D IRRIGATION WATER MAINLINE @ PVC SCH 40 TEE (SSS) OR (D BRICK SUPPORTS ELL (SS) ON MAINLINE €J UNDISTURBED/COMPACTED @ PLASTIC Vi.\LVE BOX SUBGRADE (12" LID) @ WIRES BU~IDLED UNDEF, HEAT BF,AND "F,CV" O~ITO LID MAl~ILl~IE TYP. ® CO~ITROL WIRES; BUNDLE A~ID @ VALVE I.D. TAG TAPE (W/ 4' Ml~I. EXTF,A WIRE) 0 REMOTE CONTROL VAL VE (,\ Bf~ASS NIPPLES V >," MIN. (TYP) (Al !VP DEVICE SEE LEGEND V FOR SPECIFICATION w,-2: W/// 0 BRASS ELL (TYP) ® BRASS UNION 18" MINIMUM TO D MAINLINE ® BRASS RISERS LEclGTH AS REQ. 0 FINISH GRADE ~\ CONCRETE nmusT V BLOCK ( I CU Fr) (c\ BRASS BALL \;:,/ VALVE (TYP) ® 4" CONCRETE PAO PER STD. BF-Tl @ WYE STRAINER NOTES: 1. f',10 OUTLETS WILL BE ALLOWED lf',I Tl-IE PIPING BETWEEN THE METER Af'-1D THE BACKFLOW Pr~EVENTER, BACKFLOW PREVENTER SHALL BE THE SAME SIZE AS THE METER AND PIPING ro THE ASSEMBLY. A WYE SH~Alf'-IER WITH NO FLUSH VALVE AND/OR Pf~ESSURE REGULATOR }11r'\Y BE INSTALLED BETWEEN fHE METER AND THE BACKFLOW PREVENTER. 2. BF{ASS PIPE WITH THREADED FITrlNGS HAVING THE SAME CONFIGURATION MAY BE USED IN LIEU OF THE COPPER 1NATER TUBE. If the user hos ACAD2000 or newer, the layout tabs are set for each of the options already. *NOTE* INLIT PIPE LENGTH OF SENSOR MUST BE MIN. 1 OX PIPE DIA STRAIGHT, CLEAN RUN OF PIPE, NO FITTINGS OR TURNS. Ol/TLIT PIPE LENGTH OF SENSOR MUST BE MIN. 5X PIPE Dl,\. OF STRAJGTH CLEAN RUN OF PIPE, NO FITTINGS OR TURNS. .r~ ® FL □w-CLIK, HIGH FL □w SHUT-OFF FCT FITTING SELECTION FCFIOO FCTI 50 FCT158 FCT200 FCT208 FCTJOO FCl308 FCT400 I INCH 1.5 INCH 1.5 INCH 2 INCH 2 INCH 3 INCH 3 INCH 4 INCH SCH. 40 SCH. 40 SCH. 80 SCH. 40 SCH. 80 SCH. 40 SCH. 80 SCH. 40 All of these items ore separated by layer and color in the !ayer manager. If the user hos ACAD2000 or newer, the layout tabs are set for each of the options already. 1~-FIMISH ~RADE , ,, 6" MIN. ~-COMfllOL '//IRES BUNDLE UIIDEII UNNUNE lc_ ___________ --,9 ~--------LAIER LINE (NON PRESSUIIE P'IC PIPE) (PVC CL. 200) (i) AUTOMATIC IRRIGATION CO~ITROLLER @ PLASTIC ELECTRICAL CONDUIT G) ELEC. CO~IDUIT COUPLl~IG @ PROVIDE 3/4" ~IOM. DIA. PLASTIC ELECTRICAL CO~IDUIT FOR I20V POWER 0 CO~ICF,ETE FOOTING OR SLAB @ G) PLASTIC ELECTRICAL CONDUIT , ) 90 DEG. SWEEP (SIZE AS REO D ® CONTROL WIRES (BU~IDLE AND TAPE) CONNECT TO CONTROLLER HOUSl~IG PER MFGR. (D WALL (D 3/ 4" EXTERIOR GRADE PLYWOOD MOUNTING PLATE Sf-CURED TO WALL W/ 6 -1 /4 DIA. ANCHOR ® SPECS. RAl~I SHUT -OFF DEVICE MONT l~I AREA OPE~I TO SKY MAINLINE (PFl[SSURE LINESL A. LESS IHAN J" IN DIAMETrn -18" COi/Eil 8. 3" TO 5-1/2" IN DIAMEFEll -24" COVER C. 6" mi CREAFrn 111 DIAMElrn -36" COVER D. SLEEVES UNDER PA~NG (!ION-ROADS) SAME AS A. ABOVE SLEEVES U11DER ROADS: 6' OR LESS IN DIAMETER -36" COVER GREA rrn THAN 6" IN DIAMEirn -48" COVER SCHEDULE 80 PVC NOTES: I. PROVIDE 2" OF CLEAN BACl<FILL UNDEfl ALL PIPlflG SLEEVES UNDER PAWIG (NON-ROADSL LESS IHNI 3" Ill DIAMETER -18" COVER J' -5-1 /2"' IN DIAMEIER -24" COVER 6" OR Gil EA !ER IN DIAME !Ell -36" COVER SCHEDULE 40 PVC LAIER LINE (NON-PRESSUflE UNESL A LESS !HNI 3" IN DIAMETER -12" COVER B. 3" TO 5-1/2'' IN DIAMETER -18" COVER C. 5" Oil GREAIEH 111 DIAME IEIJ -21" COVEH D. SLEEVES UMDER PAWIG (NON-fWADS) SAME AS A. AUOVE BOLTS OR EO (PAINT AND SEAL EDGES) 2. NO OTHrn TRADES (ELECTRICAL, LIGHTING) ALLOWED IN SAME TRENCH AS 1rm1GArlON PIPE. 3. PROVIDE PVC SLEEVES FPf! ALL WIHING AND PIPING UflDER PAVING. 4. NO STAKlflG (VERTICALLY) OF PIPES lfl SAME Tf<ENCH. © CONTROLLER ENCLOSURE 0 TRENCHING IRRIGATIOi'I NOTES: ·1. CONTRACTOR SHALL VERIFY STATIC WATER PRESSURE AT POINT OF CO~li'IECTIOi'I PRIOR TO l~ISTALLING IRRIGATIOi'I SYSTEf~. SHOULD STATIC WATER PRESSURE BE LESS THAN 60 PSI, CONTRACTOR SHALL NOTIFY LA~IDSCAPE ARCHITECT FOR li'ISTRUCTIONS PRIOR TO PRECEDll'IG WITH 11'1 ST ALLA Tl ON. 2. MAINLINE Ai'ID EQUIPf~E~IT ARE SHOW~I DIAGRAMMATICALLY. 3. REMOTE CONTROL VALVES SHALL BE LOCATED IN ~10~1 TURF AREAS UNLESS NOTED OTHERWISE. 4. 5. VALVE CALL OUT: CONTROLLE VALVE Cl7C' X \_ ·- CONTROLLER STATION ~IUf~BER VALVE DISCHARGE PROVIDE SLEEVli'IG WHERE ~IEEDED. ~10 90 TEES OR ELLS ALLOWED UNDER HARDSCAPE ELEMENTS. DIGA h'RT .. -.. -. jll~ ~ ·w ..... _ ... _~;c TOLL FREE ATTACH PIPE TD ~~~TPRESSURE TREATED \/ODDEN POST LJi!NUS CRUSHED ROCK COMPACTED FOOTING (TYP.) HOSE BIB 0 ' 0 NOZZLE IN POP-UP POSITIONr,'6 \ C\ POP-UP BODY V ~ TOP (SEE LEGEND) 30' 18' 24' . 4 2" fAl~I. FROM FIXED IMPF,0\/EME~ITS (CURBS, WALKS, ETC.) G) PVC LATERAL LINE (SEE SPECS) 0 SEE SPECS n PVC SCH 40 TEE (SST) OR \V ELL (ST) C\ SWING JOINT ASSEMBLY \.2) ( 1 SCI-I 80 ~IIPPLE A~ID 3 SCH. t(Q STREET ELLS) G) 0 AT FINISH GRADE l~I TURF TURF. I" IN SHRUB AREAS SEE LEGE~ID CD PDP-UP SPRAY HEAD ,--------------CHAMFER TOP OF POST TD ALL □\/ DRAINAGE ,--------------l1fflHOLES DRILLED IN FIELD ,-==,1'--,-"<c-----------~~i<?sl.1BRONZE HOSE BIB 1,.., -~ 1 ON FRONT SIDE OF RISER (TYP.l ,-------,-----~ !'X4' LAG BOLTS (TYP.l I 8X8 CONC. PAVERS (TYP,) I == ~ L' / I ~ _ !I VALVE ___ LO -~-~vi.~ BOX 1. ------6' PVC PIPE SECTl □N ,---r-====---Pvc ADAPTER ,,a,. I 10· ll\---111 ic,,==i---+----,=;,110,1 PVC '----!L--'!'-'11,:;.:';;, ,}.,,, ,;{ii'"~:.-.,,.-trl I I I" MAINLINE r;,,s--t--t-'--;l''(-"'--'=-"--i---, I PVC LATERAL ~ - & &) STEP: 1. 2. 4. (1' TYP.) ,., "\..:l I ,) ' XY'-' GALV. I PVC 12' 24' &\!61 !! 1 ~ '-.. \/ASHED ROCK SUMP '---+------(MIN. 2 CUBIC FOOT OF rSTf,IP WIRES APPROX. r ROCK) 5/S" FROM END. /TWIST CONflECTOR UNTIL WIRE END REACHES BOTTOM. [::?J /MIX COHTENTS OF SEALING PACK, CUT 1 /2" OFF / mo OF PACK AND 1,1srnr coNNEcTor, TO OPPOSITE mo. 1ga ~WR::l OPEN END OF SEALING PACI\ WITH ~ow TO SET UNTIL RESIN JELLS. fAPE, s~ Q_) \,/IRE CONNECTOR APPROVED FDR PLANTING AND IR RIGA TI □N □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AREAS, IRRIGATI □N DETAILS F □R, PE~--EXP~---DATE REVIEWED BY: l~ISPECTOR DATE I SH4EET I CITY OF CARLSBAD ~ l---t---1------------------t---+--+---t----l PLANNING DIVISION L_2_Q_j l---+---lf------------------1----f----f-----+--{ LANDSCAPE fMPfWVEMENT PLANS FOR: TIERRA LA COSTA ESFERA STREET & \/ENADO CARLSBAD, CA APPFWVED STREET 3. PROVIDE GUARD POSTS WHEN DIRECTED BY THE DJSTRJCT'S REPRESENfAT!VE. 4. CMWO MAINTEflANCE RESPONSIBILITY STOPS AT THE METER. y/i, n["1' \ 1-soo-422-4133 V AT LEAST TWO DAYS \ Ren Dote 9/30/1,J S' Dote i'/15/14 ~ 1-1•-l'-1 DATE @ BACf<FL □w PREVENT □R 'F BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ;:;,t. 0\\ r: or CAU'f0 PLANNl~IG DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL on-1rn APPROVAL CITY APPROVAL OWN BY: __ _ CHKD BY __ _ RVWD B'/- PROJECT NO. DRAWl~IG NO. MS 13-08 481-6L IRRIGATIO~I 02810-10 SECTION 02810 IRRIGATION PART 1 -GE~IERAL 1 01 GE~IERAL CONDITIONS: A THE GE~IERAL CONDITIONS, SPECIAL CO~!DITIONS, A~ID DIVISIO~I 1 ARE AN ADDEO PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK ANO APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1 02 SCOPE: A 1.03 A. THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, Tf!A~ISPORTA TIO~I ANO EQUIPME~IT ~IECESSARY TO PERFORfA THE WORK l~IOICATEO ON THE OF!AWl~IGS A~IO AS SPECIFIED. THE GE~IERAL CONDITIO~IS A~ID DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREl~I. RELATED WORK: (A) LANOSCAPl~IG SECTION ( 02900 ) SUBMITTALS. SUBMIT A LIST OF ALL IRRIGATION EOUIPME~IT TO BE MANUF ACTURERES BROCHURES, MAl~ITENA~ICE fAA~IUALS, A~ID OPERATING l~ISTfWCTIO~IS. USED, GUARA~ITEES 1.04 GUARANTEE: A FURNISH GUARANTEE IN ACCORDANCE WITH THE GENERAL CONDITIONS, FOR A PErllOD OF ONE (I) YEAR FROM rHE DATE OF FINAL ACCEPTA~!CE -AT THE CONCLUSION OF THE MAl~ITENANCE PERIOD - O~I COMPLETE WATER IRRIGATIO~I SYSTEM, l~ICLUDl~!G NONSETTLING OF THE BACKFILL IN TRENCHES WHICH, IF OCCURS, SHALL BE CORf<ECTED, l~ICLUDl~IG REPAIRS AND/OR REPLACEME~IT OF AW( MATERIAL DAMAGED THEREBY OR THEREFROM. B C D. E F. G. H. I. J. K. EXTREME CARE SHALL BE EXERCISED l~I EXCA\/ATl~IG A~ID WORKING l~I THE AREA DUE TO EXISTING UTILITIES. CONTRACTOR SHALL BE RESPO~ISIBLE FOR DAMAGES CAUSED BY HIS OPERATIONS. CONNECTIONS SHALL BE fAADE AT APPROXIMATELY THE LOCATIONS SHOWN O~I THE DRAWl~IGS. CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHA~IGES CAUSED BY ACTUAL SITE CO~IDITIONS. LA~IDSCAPE HEADERS AND MOWING STRIPS SHALL BE IN PLACE BEFORE l~ISTALLA TIO~I OF SPRINKLER SYSTEM SCALED DIME~ISIO~IS ARE APPROXIMATE. BEFORE PfWCEEDl~IG A~IY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK A~ID ALL DIME~ISIO~IS. WITH VERIFY PLAN LOCATIONS OF HEADS, \/AL I/ES, CONTROLLER A~ID PIPE Ll~IES ARE DIAGRAMMATIC A~ID INDICATE THE SPACING A~ID RELATIVE LOCATIONS OF ALL l~ISTALLA TIONS. ALL LINES SHALL HAVE A MINIMUM CLEARA~ICE OF SIX (6) !~!CHES FROM EACH OTHER, AND FRm,I LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. DIELECTRIC BUSHl~IGS SHALL BE USED IN ANY CO~l~IECTIO~IS WITH PIPING OF DISSIMILAR i,IETAL MATERIALS. POINT OF CONNECTION SHALL BE APPROXIMATELY AS SHOW~l O~I DRAWINGS. CONNECT ~IEW U~IDERGROUND PIPl~IG A~ID \/ALVES AND PROVIDE ALL FLA,IGES, ADAPTERS OR OTHER ~IECESSARY FITTINGS FOR CON~IECTIO~I. PERMISSIO~I TO SHUT OFF ANY EXISTl~IG l~!-USE WATER LINES MUST BE OBTAl~IED >,3 HOURS l~I ADVANCE, IN WRITING FROM THE OW~IER. THE CO~ITRACTOR SHALL RECEIVE l~ISTRUCTIONS FROM THE OWNER, AS TO THE EXACT LENGTH OF TIME OF EACH SHUT-OFF. CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONOITIO~IS 1.05 OBSERVATION: A. IN ALL CASES WHERE OBSERVATION OF THE SPRINKLER SYSTEM WORK IS F!EOUIRED A~!D/OR WHERE PORTIO~IS OF THE WORK ARE SPECIFIED TO BE PERFORMED U~IOER THE DIRECTION A~ID /OR OBSER\/s\ TIO~! OF THE ARCHITECT ANO CITY REPRESE~ITATII/E, THE CONTRACTOR SHALL PART 2 -PRODUCTS 2.01 MATERIALS: B 1.06 1 07 A A. PIPl~IG: PIPE SIZES OTHERWISE ~IOTED. SHOWN ARE ~IOMl~IAL l~ISIDE DIAMETER UNLESS ~IOTIFY THE ARCHITECT AT LEAST THREE (3) WOF!KING DAYS l~I ADVANCE OF THE TIME SUCH INSPECTIO~I AND /OR DIRECTIO~I IS REQUIRED. OBSER\/ATIO~I WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WOF!K: 1 UPO~I l~ISTALLATIO~I AND TESTING OF MAI~! Ll~IES AND LATERAL Ll~IES; WHE~! PIPES ARE LAID A~!D ARE TO BE SUBMITTED TO PRESSURE TESTS. DO NOT COi/ER A~IY LINES U~ITIL THEY HAVE BEE~! OBSERVED A~ID APPROVED. 2. UPON INSTALLATION A~ID TESTING OF \/ALI/ES, QUICK COUPLERS, BACKFLOW Pf!E\/UITER DEVICE, AUTOMATIC CONTROLLERS, AND CONTROL VALVES A~ID WIRES. 3. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CO~ITRACTOR, IN THE PRESENCE OF THE AF!CHITECT, SHALL PERFORM A COVERAGE TEST TO DETERfAINE IF THE COi/ER AGE OF WATER AFFORDED THE LAW~! AND PLANTl~IG AREAS IS COMPLETE ANO ADEQUATE. THE CONTRACTOR SHALL FUF<~IISH ALL MATERIALS AND PERFORM ALL wor,K REQUIRED TO CORRECT ANY INADEQUACIES TO COVER. 4. FINAL OB SERVA TIO~! A~ID PERFORMA~ICE TEST SHALL BE AT THE SNAE TIME AS THE Fl~IAL OBSER\/ATIO~I OF THE LANDSCAPE WORK. TESTl~IG: B. ALL PVC MAIN SHALL BE SUBJECTED TO A PRESSURE TEST OF 125 PSI FOR A PERIOD OF FOUR HOURS. ALL TESTING SHALL BE I~! THE PRESENCE OF THE ARCH! TECT A~!D CITY REPF<EPRESE,ITA TI\/E. APPFW\/AL SHALL BE RECEIVED BEFOF<E BACKFILLl~IG A~!Y TRENCH. DO ~!OT COi/ER AI'IY Ll~IES UNTIL THEY HAVE BEE~I OBSERVED A~ID APPROVED. RECORD DRAWINGS: BEFORE Fl~IAL ACCEPTA~ICE OF WORK, rHE CONTRACTOR SHALL PROVIDE A RECORD SET OF DRAWINGS SHOWING THE SPRINKLER SYSTEM WORK. PROVIDE AS BUil TS FOR PRESSURE TEST OF MAINLINE. 1 . 2. 3. 4. ANY CHA~IGES IN LOCATION OF ITDAS OF< TYPE OF l~ISTALLATIONS Ff!QM THAT SHOW~! ON DRAWINGS SHALL BE SO INDICATED O~! THE RECORD DRAWl~IGS. \/ALVES SHALL BE NUfABERED A~ID CORRESPONDl~IG ~IUMBERS SHALL BE SHOW~! O~I THE RECORD DRAWl~IGS. ALL REMOTE CONTROL VAL \/ES, SHUT-OFF \/ALVES, QUICK COUPLER \/AL \/ES SHALL BE LOCATED BY fAEASUF<E OIMENSIO~IS. DIME~ISIO~IS SHALL BE GIi/EN TO PERfAA~IENT OBJECTS AND SHALL BE TO THE NEAREST ONE-HALF FOOT. 01'1 THE !~!SIDE SURFACE OF THE COi/ER OF EACH AUTOMATIC CO~ITROLLER, PREPAF<E A~ID f;IOU~IT A CHART SHOWl~IG THE \/ALVES AND SPRl~IKLER HEADS SERI/ICED BY THAT PARTICULAR CONTROLLER. ALL VALVES SHALL BE ~IUlvlBERED TO MATCH THE OPERATION SCHEDULE AND THE DF!AWINGS AND SHALL BE COLOf< CODED FOR EACH SEPARATE AREA SERI/ICED BY EACH 1/AL \/E. C. D. 1. POLYVINYL CHLORIDE PIPE: (A) PVC PLASTIC PRESSURE Ll~IES FOR PIPING UPSTREAM (B) OF REMOTE CO~ITROL \/ALVES AND QUICK COUPLERS. ALL THREE (3) l~ICHES AND SMALLER SHALL BE TYPE I, GRADE 2, (IMPACT MODIFIED), DESIGNED AS PVC 1220, SCH. 40, BEARl~IG THE SEAL OF THE ~IATIO~IAL SANITATION FOUNDATION. PLASTIC NO~I-PRESSURE Ll~IES: FOR PIPING DOWNSTREAM OF REMOTE CONTROL \/AL \/ES, TYPE 1, GF!ADE 2, (IMPACT MODIFIED), AS DESIG~IATED AS PVC 1220, CLASS 200, (SDR21), CO~IFORMl~IG TO COMMERCIAL STANDARDS CS256- 63. (C) IDENTIFICATIO~I FUR~IISH PLASTIC PIPE CONTl~IUOUSL Y ANO PEF<MA~IENTL Y MARKED WITH FOLLOWING INFORMATION MANUFACTURER'S NAME OR TRADE MARK, SIZE, CLASS AND TYPE OF PIPE, WORKING PRESSURE AT 73.4 DEGREES F., A~ID ~IATIO~IAL SANITATION FOU~IDA TIO~I (NSF) RATl~IG. 2. BRASS PIPE SHALL BE IPS STA~IDARD WEIGHT 125 POU~IDS, 35% RED BRASS. FITTl~IGS AND CO~l~!ECTIONS: 2 POL Yl/l~IYL CHLORIDE PIPE FITTINGS AND CO~INECTIO~IS: TYPE 11, GRADE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MA~IUF ACTURED FROM VIRGIN COfAPOU~IDS AS SPECIFIED FOR PIPl~IG, TAPERED SOCKET OR MOLDED THREAD TYPE, SUITABLE FOR EITHER SOLVENT WELD OR SCf<EWED CON~IECTIO~IS. MACHl~IE THREADED FITTINGS A~ID PLASTIC SADDLE AND FLA~ICE FITTl~IGS ARE ~!OT ACCEPTABLE. FUR~IISH FITTl~IGS PEmAANE~ITL y MARKED WITH FOLLOl/ll~IG l~IFOmAA TION: ~IOMINAL PIPE SIZE, TYPE AND SCHEDULE OF MATERIAL, AND NATIONAL SA~IITATION FOU~IDATION (~!SF) SEAL OF APPROVAL. PVC FITTl~IG SHALL CO~IFORM TO ASHA 02464 A~ID 02466. BRASS PIPE FITTINGS AND CON~IECTIO~IS: STANDARD 125 POU~ID CLASS 35% RED BRASS FITTINGS AND CO~INECTIONS. AUTOMATIC CONTROL WIRE: 1. ELECTRIC WIRl~IG RUN~ll~IG FROM CO~ITROLLER TO THE AUTOMATIC CO~ITROL \/ALVES SHALL BE NO. 14, SOLID, SINGLE CO~IDUCTOR, COPPER WIRE, 4/6>, INCH l~ISULATIO~I. 4/64 l~ICH ~IEOPRE~IE JACKET, STYLE BR (DIRECT BURIAL) OR EQUAL, COLOR CODE WIRES TO EACH 1/AL I/E, COMMON WIRE SHALL BE WHITE. NO SPLICING SHALL OCCUF< BETWEE~I CO~ITROLLEF< A~ID \/ALVES. AUTOMATIC CONTROLLER. 1 . CONTROLLER SHALL BE FURNISHED A~ID INSTALLED COMPLETE WITH ALL WATER, ELECTRICAL AolD DRAl~IAGE SERI/ICES, READY FOR OPERATION. U~IIT SHALL BE ELECTRIC, SELF-CONTAl~IED OUTDOOR TYPE, WALL-MOUNTED, OR APPROVED EQUAL. SEE DETAIL FOR CO~ITROLLER E~ICLOSUF<E. U~IIT SHALL HAVE A Ml~IIMUM OF STATIO~IS AS SHOW~/ 0~1 THE IRRIGATIO~I LEGEND. F. G. H. VALVE BOX: 1. FOR REMOTE fAETER BOX. CO~ITROL \/ALVES 9-1/2" X 16" X 11" PLASTIC 2. FOR BALL ANO QUICK COUPER VALi/ES: 3-3/4" DIAfAETER X 12" PLASTIC VALVE BOX WITH EITHER Bl/ OR OC BRANDED O~I LID IN 2" HIGH LETERS. ANTI-DRAIN EXCESS FLOW \/ALVES: 1 . ANTI-DRAIN EXCESS FLOW \/ALVES SHALL BE MAINTE~IA~ICE FREE AND CONSTRUCTED OF HEAVY DUTY TYPE I PVC WITH STAINLESS STEEL AND NEOPRENE INTER~IAL PARTS \/AL \/ES SHALL BE ADJUSTABLE FfWM 5 FEET TO 40 FEET OF HEAD AND SHALL PREVENT ALL LOW HEAD Df,AINAGE OUICKL Y AND POSITIVELY AFTER R\/C SHUT-OFF. VAL \/ES SHALL HAVE A FEMALE IPS THREADED INLET A~ID OUTLET A~ID BE OF THE SAME SIZE AS THE RISER. THE A~ITI-DRAIN \/ALVES SHALL BE 1/ALCO~I //AD\/- X. S. OR APPROVED EOUAL. SPRINKLER HEADS SHALL BE AS REQUIRED ON THE DRAWINGS OR APPROVED EQUAL. I. J. CHECI< VAL I/ES SHALL BE OF BRASS OR BRO~IZE, VERTICAL SPRING-LOADED A~ID SWl~IG CHECK SHALL BE l~ISTALLED TO PREVENT LOW HEAD DRA"IAGE. K. L. M. N. BALL I/ AL \/ES: 1. PRODUCT: 1" -2" SIZE (KING BROS. LO-TORQUE BALL VAL VE MODELS LT. 1000-T THRU LT2000-T) 2" -4" SIZE (Kl~IG BROS. BLOCI< TRUE UNION BALL \/AL 1/E MODELS VALENCIA, CALIFORNIA 91384 PHO~IE: (800) 541-2672 OR (305) 257- 3262. CONCRETE FOOTINGS SHALL BE 2,000 PSI CO~ICRETE AT 23 DP-YS BACKFILL SHALL BE CLEA~! FILL SOIL. CO~ITRACTOR SHALL PROVIDE TO THE OW~IER 1. TWO (2) CONTROL VALVE l<EYS. 2. TWO (2) WRENCHES FOR f!EMO\/l~IG EACH DIFFERENT TYPE OF SPRINl<LER HEAD. 3. SIX (6) HOSE BIB ASSEfABLIES. 4. FIVE (5) KEYS FOR OPE~IING AND LOCKING EACH AUTOMATIC CO~ITROLLER. 5. ALL WARREN TY DOCUME~ITS, ALL MA~IUALS A~ID AS-BUil TS AND CO~ITROLER CHARTS. PRESSURE REGULATOR SHALL BE BRONZE WITH SCREW FITTING. SEE DETAILS A~ID Df!AWl~IG. PART 3 -EXECUTION 3.01 GENERAL REQUIREMENTS: A. B C. LOCATIONS ON DRAWINGS ARE DIAGRAMfAATIC A~IO APPROXIMATE O~IL Y, A~ID SHALL BE CHA~IGED AND ADJUSTED AS NECESSARY AS DIRECTED TO MEET EXISTING CONDITIONS A~ID OBTAIN cmAPLETE WATER COVERAGE. LOCATE A~ID STAKE ALL WORI< AND OBTAIN APPROVAL OF THE ARCHITECT BEFORE l~ISTALLATIO~IS. INSTALL A~ID EXTE~ID SYSTEM AS SHOW~I O~I THE NECESSARY TO CARRY OUT THE INTENT OF SPECIFICATIO~IS. DRAWl~IGS, A~I D AS THE DRAWINGS AND LOCATE LINES, RECEIVE THE TRENCHES. VALVES A~ID OTHER UNDERGROU~ID UTILITIES A~ID APPROVAL OF THE ARCHITECT BEFORE DIGGl~IG 3.02 INSTALLATIO~I OF IF<RIGATIO~I SYSTEM A. EXCAVATION ANO BACKFILLl~IG OF TRENCHES: 1. EXCAVATE TRE~ICHES, PREPARE SUBGRADE, A~ID BACl<FILL TO 2 3. 4. 5. 6. 7. Ll~!E AND GRADE WITH SUFFICIENT ROOM FOR PIPE FITTl~IGS, TESTING P,~ID INSPECTING OPERATIO~IS. DO ~IOT BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJECTED TO A HYDROSTATIC TEST AS SPECIFIED. DEPTH OF TRENCH: POL Y\/l~IYL CHLORIDE PRESSURE LINE 130 Ml~IIMUM POL Y\/l~IYL CHLORIDE NON-PRESSURE Ll~IE 120 MINIMUM TRE~ICHl~IG THROUGH AREAS WHERE TOPSOIL HAS BEEN SPREAD: (A) DEPOSIT TOPSOIL ON ONE SIDE OF TRE~ICH A~ID SUBSOIL ON OPPOSITE SIDE. SUBSOIL SHALL BE FREE OF ALL ROCKS 01/EF, ONE (1) l~ICH l~I DIAMETER, DEBRIS, AND LITTER, PRIOR TO USE AS BACKFILL WHERE SO l~IDICATED ON DETAIL. PROVIDE <," OF CLEA~! SA~ID OVER CON TROLLER WIRING. REPAlf< ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE FITTINGS U~ITIL Ll~IES MEET TEST REQUIF<EME~ITS. DO ~!OT COi/ER A~IY LINES UNTIL THEY HAVE BEEN INSPECTED AND APPROVED FOR TIGHTNESS, QUALITY OF WOflKMA~ISHIP AND MATERIALS. BACl<FILL TRE~ICHES, AFTER APPROVAL OF PIPING, WITH SUITABLE A~ID APPROVED MATEf<IAL, TAMPl~IG SOIL AFWU~ID PIPE AND THOROUGHLY COMPACTING ALL TRENCH FILLS UNTIL 90% COfAPACTIO~I HAS BEE~! ACHIEVED. BACl<FILL MATERIAL SHALL BE A~I APPROVED SOIL AS APPROVED BY THE CITY, FF<EE FROM ROCKS A~ID CLODS OVER 1" l~I SIZE. C. D E. F. 3. ANY PIPE THAT HAS BEE~! DE~ITED OR DAMAGED SHALL BE DISCARDED U~ITIL SUCH DENTED OR DAMAGED SECTION IS CUT A~ID REJOINED WITH A COUPLING. 4. TRENCH DEPTH SHALL BE AS srECIFIED ABO\/[ FROM THE FINISH GRADE TO THE TOP OF THE PIPE. THE BOTTOM OF THE TRENCH SHALL BE Ff<EE OF ROCKS, CLODS, AND OTHER SHARP- EDGED OBJECTS. 5. PIPE ENDS A~ID FITTINGS SHALL BE WIPED WITH fAEI<, OR EQUAL, BEFOF<E WELDING SOLVENT IS APPLIED. WELDED JOl~ITS SHALL BE GI\/E~I A MINIMUM OF 15 MINUTES TO SET BEFORE MOVl~IC OR HANDLING. ALL FIELD CUTS SHALL BE BEVELED TO REMOVE BURRS AND EXCESS BEFORE FITTING AND GLUl~IG TOGETHER. 6. PIPE SHALL BE S~IAKED FROM SIDE-TO-SIDE OF TRE~ICH BOTTOM TO ALLOW FOR EXPA~ISIO~I AND CONTRACTIO~I. 7. CENTER LOAD PIPE WITH SMALL AMOU~IT OF BACKFILL TO PREVENT ARCHl~IG A~ID SLIPPING U~IDER PRESSURE. LEAVE JOINTS EXPOSED FOR "ISPECTION DURl~IG TESTING. 8. NO WATER SHALL BE PERMITTED 1~1 THE PIPE U~ITIL l~ISPECTIO~IS HAVE BEEN COMPLETED A~ID A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOL \/ENT WELD SETTING AND CURING. 9. PLASTIC TO METAL JOl~ITS SHALL BE MADE WITH PLASTIC MALE ADAPTERS, METAL NIPPLE HA~ID TIGHTENED, PLUS O~IE TURN WITH A STf!AP WRENCH. 10. PLASTIC TO PLASTIC JOl~ITS: SOL VENT-WELD, USl~IG SOL 1/E~IT RECOMMENDED BY PIPE MA~IUFACTURER ONLY 11. SOL \/ENT-WELD JOINTS: ASSEMBLE PER fAANUFACTURERfS RECOMMENDATIO~I. l~ISTALLATIO~I OF BRASS PIPE 1. CUT BRASS PIPING BY POWER HACKSAW, CIRCULAR CUTTl~!G MACHl~IE us,~,c A~I ABRASIVE WHEEL, OR HA~ID HACKSAW. CUT NO PIPl~IG WITH METALLIC WHEEL CUTTER OF AW( DESCRIPTION. f!EAM A~!D REMOVE ROUGH EDGES OR BURRS SO SMOOTH AND U~IOBSTRUCTED FLOW IS OBTAINED. 2. CAREFULLY A~ID SMOOTHLY PLACE O~I MALE THREAD O~IL Y. TIGHTE~I SCREWED JOl~ITS WITH TO~IGS OR WRENCHES. CAULKING IS NOT PERMITTED. REMOTE CONTfWL WIRING: 1. DIRECT BUf<IAL CO~ITROL WIRE SIZES SPECIFIED HEREl~I BEFORE. AS SHOWN A~ID 2. PROVIDE ONE CONTFWL WIF<E A~ID O~IE COMMON GROUND WIRE TO SERVICE EACH VALVE IN SYSTEM. PROVIDE 4-FOOT MINIMUM EXPANSIO~I LOOP AT EACH VALVE TO \PERMIT REMOVAL AND MAl~ITENA~ICE OF \/ALVES. 3. INSTALL CO~ITROL WIRES A~ID IRRIGATIO~I PIPING IN COMMO~I TRENCHES WHEF!E\/ER POSSIBLE. 4. CONTROL WIRE SPLICES: ALLOW ONLY ON RU~IS OF MORE THAN 300 FEET, SPLICES AS FOLLOWS: (1) STRIP OFF Ml~IIMUM OF 2-1/2 l~ICHES OF l~ISULATIO~I FROM EACH WIRE. (2) TWIST O~I SCOTCHLOCK ELECTRICAL SPRl~IG CON~IECTOR, MINIMUM FOUR COMPLETE TUR1\IS. (3) SEAL CO~l~!ECTOR IN EPOXY RESl~I. ( ',) TAPE COMPLETED SPLICE WITH SCOTCH 33 ELECTRICAL TAPE. 5. ~IUMBERl~IG A~ID TAGGl~IG: IDE~ITIFY DIRECT BURIAL CO~ITROL WIRES FROM AUTOMATIC \/ALVES TO TERMINAL STRIPS OF CONTROLLER AT TERfAINAL STRIP BY TAGGING WIRE WITH NUMBER OF CON~IECTED VALVE. AUTOMATIC CO~ITFWLLER 1. AUTOfAATIC CONTfWLLER SHALL BE !~!STALLED AS SHOWN AND DIRECTED CONTROLLER SHALL BE TESTED WITH COMPLETE ELECTRICAL CO~INECTIONS THE CONTRACTOR SHALL BE RESPO~ISIBLE FOR TEMPORARY POWER TO THE CO~ITROLLER FOR OPERATIO~I A~ID TESTl~IG PURPOSES. 2. CO~INECTIONS TO CONTROL WIRING SHALL BE MADE WITH!~! THE PEDESTAL OF THE CONTROLLER. ALL WIRE SHALL FOLLOW THE PRESSURE fAAIN INSOFAR AS POSSIBLE. 3. ELECTRICAL WIRING SHP,LL BE IN A RIGID PVC PLASTIC CONDUIT FROM CO~ITROLLER TO ELECTRICAL OUTLET. THE ELECTRICAL CO~ITRACTOF< SHALL BE RESPO~ISIBLE FOR l~ISTALLl~IG ALL WIRl~IG TO THE SUB-PANELS, CLOCKS, OR ELSEWHERE AS REOUIRED, l~I ORDER TO COMPLETE THIS l~ISTALLATIO~I. A DISCO~INECT SWITCH SHALL BE l~ICLUDED. 4. CONTROLLEF< SHALL HAVE A MASTEf< SWITCH. IT SHALL BE POSSIBLE TO OPERATE EACH VALVE MANUALLY, l~IDEPE~IDENT OF THE CLOCK OF A~IY OTHER VALVE. REMOTE CONTROL \/AL \/ES 1. l~ISTALL REMOTE CO~ITROL VALVES AS SHOW~I ON DETAIL. I. BALL \/ AL \/ES: 1. l~ISTALL WHERE SHOW~! AS DETAILED. J. PRESSURE REGULATOR SHALL BE INSTALLED AS PER DRAWl~IGS AND DETAIL. VERIFY FINAL LOCATIO~I WITH ARCHITECT. K. l~ISTALLATION OF ANTI-DRAIN \/ALI/ES: ANTI-DRAIN VALVES SHALL BE INSTALLED IN THE RISER ASSEMBLIES OF ALL SPRINKLER HEADS THAT DO NOT HAVE MA~IUFACTURER !~!STALLED ANTI-DRAl~I DEi/iCES L. !~!STALL QUICK COUPLERS A~ID F!EMOTE CO~!TROL \/ALI/ES ADJACENT TO WALKS AND WITH "' 18" OF PLA~ITER CURBS IN SHRUB PLANTING AREAS. INSTALL OUICKCOUPLES \/ALVES NO FURTHER A~ID 170' APART. M SLEEVING: 1. CROSSl~IG OF ROADS WITH IRRIGATION PIPE OR WIRl~IG SHALL BE AVOIDED WHEREVER POSSIBLE. IF A CROSSING MUST BE MADE, SCHEDULE 80 PVC SLEEVES SHALL BE l~ISTALLED AT A MINIMUM DEPTH OF 30" BELOW FINISH GRADE. 2 IRf<IGATIO~I Ll~IES U~IDER OTHER ASPHALT CONCF!ETE OR POFnLAND CONCRETE lfAPROVEMENTS (OTHER THA~I ROADS) SHALL BE l~ISTALLED 1~1 SCHEDULE 40 PVC SLEEVES AT A Ml~IIMUM DEPTH OF 13" BELOW Fl~IISHED GRADE. 3 SLEEVE SIZES FOR IRRIGATION Ll~IES SHALL BE A Ml~ll1IAUM OF TWO (2) TIMES THE SIZE OF THE LINE IT SEPI/ES. 4. CONTROLLER WIRES LOCATED U~IDER STREETS OR OTHEF< PEmAANE~IT IMPROVEMENTS SHALL BE INSTALLED IN SEPARATE PVC SLEEVES AND (COF!RESPO~IDl~IG TO TYPE A~!D DEPTH AS SPECIFIED 1~1 ~1-1. AND ~1-2. ABOVE. 3.03 CLEAN-UP: A. P,S PROJECT PROGRESSES, CONTRACTOR SHALL MAl~ITAIN ALL AREAS 1~1 A ~IEAT MA~INER A~ID REMOVE UNSIGHTLY DEBRIS AS 1'!ECESSARY AFTER COMPLETION OF THE PROJECT, CONTRACTOR SHALL REiAOI/E ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK. HE SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CO~ICRETE AREAS ADJACE~IT TO THE PLANTINGS. (i) Wf\r[_llfJROOI co~.fN[ClOl"/S (1) CD NODl -XOO ONLY THOSE AREAS CONTROLLED BY THE CONTROLLER SHALL BE SHOWN. THIS CHART SHALL BE A PLOT PLA~I. E~ITIRE OR PARTIAL, SHOWING BUILDl~IG, WALKS, ROADS A~ID WALLS, A PHOTOSTATIC PRINT OF THIS PLA~I. REDUCED AS ~IECESSARY A~ID LEGIBLE l~I ALL DETAILS, SHALL BE MADE TO A SIZE THAT APPROVED BY THE ARCHITECT A~ID SHALL BE HERMETICALLY SEALED BY PLASTIC. THIS SHALL THUi BE SECURED TO THE INSIDE OF THE COVER PfWVIDE TWO SETS OF THE CO~!TROLLER CHARTS FOR THE CITY' USE. EQUIPME~IT. THE CONTRACTOR SHALL l~!DICATE ON THE DRAWl~IGS THE LOCATIO~IS OF SAID EQUIPMENT. DIMENSIONS SHALL BE GI\/E~I FROM PERfAANENT OBJECTS SUCH AS BUILDl,IGS, SIDEWALKS, CURBS AND DRIVEWAYS. 2. 3. CO~ITROLLER SHALL BE THE LATEST MODEL OF THE PARTICULAR B. l~ISTALLATIO~I OF POL Y\/l~IYL CHLOF!IDE PIPE: G. VALVE BOX: 1. INSTALL VALVE BOXES AS SHOWN ON DETAIL. INSTALL ~10 MORE THAN O~IE VALVE PER BOX. 2" HIGH BRA~IOED LETTERING O~I VALVE TOP OF VALVE BOX LID DELINIATl~IG THE VALVE ~IUfABEF< ANO CO~ITROLLER B. AS-BUILT PLA~IS: FINAL AS-BUILT PLA~IS SHALL BE PREPARED BY THE LANDSCAPE ARCHITECT FROM DIME~ISIO~IS PROVIDED BY THE CO~lrnACTOR. 1.0S GE~IERAL REOUIREME~ITS. A. CODE REOUIRDAE~ITS SHALL BE THOSE OF STATE A~ID MUNICIPAL CODES A~ID F<EGULATIONS LOCALLY GOI/ERNl~IG THIS WORK, PRO\/IDl~IG THAT ANY REQUIREMENTS OF THE DRAWl~IGS A~ID SPECIFICATIONS, ~!OT CO~IFLICTING THEF<EWITH BUT EXCEEDING THE CODE REQUIREMENTS SHALL GOVERN, UNLESS WRITTEN PERMISSIO~I TO THE CO~ITRAF<Y IS GRANTED BY THE DISTF!ICT. 4. 5. 6 7. s 9. MANUFACTURER SUPPLIED. PROVIDE WARRANTY DOCUME~ITS TO OWNER U~IIT SHALL BE A 120-1/0L T, 60-CYCLE CO~ITROLLER, BE COMPLETELY AUTOMATIC A~ID SHALL FUNCTIO~I OPTIO~IALL Y WITH OR WITHOUT THE CLOCK. AW( STATION MAY BE REPEATED INDEPE~!DENTLY IN HOURS. ANY 24 STATIO~IS SHALL BE ADJUSTABLE FRmA 1 TO 59 MINUTES. CO~ITROL PANEL SHALL BE REMOVABLE PLUG-I~! TYPE. fAECHA~IISM SHALL BE HOUSED l~I A STURDY, VANDAL-PROOF CASE, MA~IUF ACTURED OF H-GAUGE STEEL, OR CASE ALUMl~IUM: FURNISHED FOR MAXIMUM EXTERIOR PROTECTION. THE CLOCK A~ID ALL WORKING PARTS OF THE CONTROLLER SHALL BE CONTAl~IED WITH"I O~IE PROTECTl~IG COi/ER. E. CONTROL \/ALI/ES: 1. REMOTE CONTROL VALVES SHALL BE OF ALL PLASTIC BODY. VALVE SHALL BE PROVIDED WITH A~I ADJUSTABLE FLOW CO~ITROL STEM AND SHALL BE OPERABLE MA~IUALL Y WITHOUT ELECTRICITY. 1. BECAUSE OF THE NATURE OF PLASTIC PIPE AND FITTINGS, 2. EXERCISE CAUTIO~I IN HANDLl~IG, LOADl~IG AND STORl~IG, TO AVOID DAMAGE. THE PIPE AND FITTl~IGS SHALL BE STORED UNDER COi/ER U~ITIL USl~IG, A~ID SHALL BE TRANSPORTED l~I A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LE~IGTcl OF PIPE TO LAY FLAT SO AS NOT TO BE SUBJECTED TO UNDUE BENDl~IG OR CO~ICE~!TF!ATED EXTER~IAL LOAD AT A~IY POl~IT. DIGA ~RT ~-----;; -----· -vvv•-• I ~ vvvv T.M. DIAL TOLL FREE 'Y11 ,1['1 1-800-422-4133 '/ V Ar LEAST TWO DAYS 8EFURE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA H. SPRINKLEfl HEADS: 1. ALL SPRINKLER HEADS SHALL BE !~!STALLED AS PER DETAILS SHOW~!. 2. NOZZLE SIZE OF ALL HEADS SHALL BE ADJUSTED TO SUIT A~!Y PAF<TICULAR CO~IDITIO~IS OF THE AREA. THIS SHALL BE DONE AFTER THE SYSTEM HAS BEEN THOROUGHLY TESTED, IMMEDIATELY AFTER WRITTEN ~IOTIFICATIO~I BY THE ARCHITECT TO DO SO. 0 NODE CONTROLLER APPROVED FDR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AREAS. RRIGA Tl □N SPECIF I CA TIO NS F □R, EXP ____ _ DATE REVIEWED BY: l~ISPECTOR DATE l----\---l- 1_'~----------l----\---l--___j_-~lsH5EalL_c_I_T_Y_o_F_c_A_R_1_s_B_A_D__J~o PLANNING DIVISION ~ -fl Signature )t ~en Dute 9/30/14 / ,S' Dute i' /15/14 / /;i r. 'if$\\.<' f OF" CALl'O DATE INITIAL DATE INlrlAL rnGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE lf\!tf!AL CITY APPrWVAL LANDSCAPli J!,H'llOVJ•:~ll•:NT l'LANS !•'OR: TIERRA LA COSTA ESFERA STREET & VENADO CARLSBAD, CA STREET PLANNl~!G OWN BY __ _ PROJECT ~10. DRAWING NO. CHKD BY: __ _ R\/WD BY: MS 1,3-08 481-6L LANDSCAPE f\lOTES MINIMUM TREE SEPARATION DISTANCE IMPROVEMENT I MINIMUM DISTANCE TO STREET TREE A A MINIMUM OF 3' OUTSIDE THE PUBLIC RIGHT-OF-WAY B. C. D. E. A MINIMUM OF 5' FROM PAVING A MINIMUM OF 7' FROM ANY SEWER LINES NOT IN CONFLICT WITH PUBLIC UTILITIES NOT TO BE ALLOWED ON STREET CORNERS WITHIN A TRIANGULAR ZONE DRAWN FROM TWO POINTS, 25' FROM THE BEGINNING OF CURVES AND THE END OF CURVES OR WITH IN SIGHT LINES AS DESCRIBED UNDER" SIGHT DISTANCE" (CARLSBAD LANDSCAPE MANUAL, SEE APPENDIX C.4) MAlf\lTENANCE RESPONSIBILITY f\lOTE THE PROPERTY OWNERS AF!E RESPO~!SIBLE FOR THE CO~ITINUAL !JAl~ITENA~ICE OF ALL LANDSCAPED AREAS ON SITE. THE EXISTl~!G PLANTING AREAS WITHIN THE PUBLIC RIGHT-OF-WAY ARE TO BE MAINTAINED BY THE PROPERTY OWNERS. ALL LANDSCAPED AREAS SHALL BE KEPT FREE OF WEEDS A~ID DEBRIS. PLA~ITINGS SHALL BE MAl~ITAl~IED IN A HEALTHY, VIGOF<OUSL Y CFWWING CONDITION, AND SHALL RECEIVE REGULAR PRUNl~IG, FERTILIZING, MOWING AND TRIMMING. IRRIGATION SYSTDJS SHALL BE REGULARLY INSPECTED AND i<EPT IN FULLY OPERATIO~IAL CONDITION ACCORDING TO MANUFACTURERS' DESIG~I STANDARDS AT ALL TIMES. • PLANT MATERIAL LEGEND BOTANICAL NAME SHf~UBS ~ SUCH AS, ROSMAR!NUS 'TUSCAN BLUE' CZ) f{HAPHIOLEPIS I. 'PINI< CLOUD' (~CEANOTHUS 'YANKEE POINT' cr~OUNDCOWRS SUCH AS: COMMON NAME STRAWBERf<Y TREE JACARANDA AFRICAN SUMAC CANARY ISLAND PINE SIZE 15 GALLON 24'' EJOX 15 GALLON TUSCAN BLUE ROSEMNn l CALLON INOIAN HAWD-IOf~N WILD LILAC 1 GALLON 1 GALLON \ QTY. 6 2 6 9 73 60 10 HT. 12'-13' 6"-9" 6"-9" SPD. 1'-2' 3'-4' 1'-2' 4'-5' 6"-9" 6"-9" 6"-9" IITT[[[[[ij ROSMARINUS OFFICIMALIS 'PROSTF<ATUS' PROSTRATE ftOSEMNtY FLATS @ 12" O.C. /////// /////// /////// rRACHELOSPERMUM JASMIMOIDES STAR JASMINE FLAIS @ 10'' O.C. covrn CROP HYDROSEED t-.HX BOTANICAL NAME CQMWJM NAME STOVER Wit PFIR!=" SEED f,IIX /11 TRIFOL!UM HIRllUf,I ROSE CLOVER BROMUS 1-1ormEACEUS BLANDO Elr~OME VULPIA MYUROS zmmo FESCUE LUPINUS SUCCULENTUS ARfWYO LUPINE ESCHSCHOLZIA CALIFOF~NICA CALIFOR~JIA POPPY F!Brn MUI CH BINDER ,'r FFfHII.IZrn: PRODUCT LBS./ACRE APP[ ICAT[ON RATE 35 LBS/1000 SF CONWEO 100% WOOD FIBER 1500 LBS PErt ACf~E HYDfWPOST TM. COMPOST 1000 LBS. PEF'; ACRE ECOLOGY CONTROLS M-BlNDER 100 LBS. PER ACRE 6-20-20 FERTILIZER 300 LBS. PER ACRE NOTE: COVER CfWP HYOF\OSEED MIX TO covrn SLOPES Prn CITY OF CARLSEJAD STANOAfWS, SEE SLOPE REVECETATIOM NOTES ON SHEET #1 fWOT BARRIER BIO-BARt~lrn 19-1/2" DEEP EXIS"flNG I/EGET ATION TO f{EMA!N AND BE PRO fECTED IN PLACE. ANY DAMAGE TO THE EXIS flNC VEGETATION SHALL BE REPLACED TO fAEET THE CITY OF CAf"{LSEJAD LANDSCAPE MANUAL SLOPE RE-VEGETA flON f~EQUlf~EMENTS. DI RT "'-DIAL TOLL FREE 1 -800-422-4133 AT LEASf TWO DAYS ,.-. .. -BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA MIN Purs:LG..EB.M... 95/75 -, -i 5 p.~\DSC (NE le 7 /15/14 F CALl1r < \ REMARKS STANDARD TRUNI<, FULL AND BUSHY, GOOD COLOR STANDARD TRUNK, FULL ANO BUSHY, GOOD COLOR STANDARD TRUN!<, FULL AND BUSHY, GOOD COLOR STNIDARD mut-11<:, FULL MID BUSHY, GOOD COLOR FULL AND BUSHY, GOOD COLors: FULL AND BUSHY, GOOD COLOR FULL AND BUSHY, GOOD COLOR FULL AND BUSHY, GOOD COLOR FULL AND BUSHY, GOOD COLOR TEMPORAf\Y COVER CROP HYOROSEED MIX BOTANfCA! NM COMMON NAME STOVER WILDFIRE SEEll.JJlL/il TRIFOUUM HIRTIUM ROSE CLOVER BROMUS HORDEACEUS FJLANDO BROME VULPIA ~AYUROS ZORRO FESCUE LUPINUS SUCCUlENTUS AHF<OYO LUPINE ESCJ-ISCHOLZIA CALIFORNICA CALIFORNIA POPPY FIElFR MULCH Bl~!OER & Frn m IZER· PROOUC f LBS./ J\Cf-1:E APPl l[;ATION RA fF 35 LBS/1000 SF CONWED !00¾ WOOD FIBER 1500 LBS PER ACRE HYDROPOST TM. COMPOST 1000 LBS. PER ACHE ECOLOGY CONTROLS M-BINDrn 100 LBS. PER ACRE 6-20-20 FERTILIZER 300 LBS. PER ACRE NOTE: COVER CROP HYDROSEED MIX TO COVER SLOPES PER CITY OF CARLSBAD STANDARDS, SEE SLOPE REVEGETATION NOTES ON SHEET #1 20 Ml~!. PUR/....G..Eill,,L 98/75 10 0 20 40 60 SCALE: 1" = 20 APPROVED AND INCLUDING LOCATION AREAS. FOR PLANTING IRRIGATION □NL Y, PRECISE □F PLANTING LANTING PLAN F □R, PE. ___ _ EXP ____ _ DATE FlEVIEWED BY: INSPECTOR DATE 1-2-3 _o+--J_P_B +--1 _L_AN_c_HA_N_c_E _A_oo_T_io_N_AL_AF_iE_A_s ---+-----+----+----+----l I sH6EET I c ITY o F c ARLS BAD ~O PLANNING DIVISION ~ ~==:'....':::=================--==~ l.ANIJSCAPE: IMl'JWVE:ME:N'I' Pl.ANS FOR DATE INITIAL DAfE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL TIERRA LA COSTA ESFERA STREET & VENADO CARLSBAD, CA STREET PLANNING DW~I BY: CHKD B'/: __ _ RVWD BY: 1-/1 -I± DATE PROJECT NO. DRAWING ~10. MS 13-08 481-6L CD CD CINCH-TIES LENGTH AS REQUIRED ® (2) L □DGEP□LES FDR 15 GAL DR LARGER TREE (1) F □r, 5 GAL TREE 0 BACl<FILL MIX AS SPECIFIED ® PLMIT[~IG TABLETS AS SPECIFIED @ UNDISTURBED SOIL CD SET R □□TBALL l" ABOVE Fl~l[SH GRADE @ MULCH Q) F[NISH GRADE 0 4' EARTH BERM <REMOVE AFTER SHRUB IS ESTABLISHED) CD @ PLA~ITING TABLETS AS SPECW!ED © BACl<F !LL MIX AS SPECIF !ED 0 ~IATIVE GRADE EXIST[NG CURB AND GUTTER DR EDGE □F PAVING EQU le- TO □.C SPAC[NG NOTE, ~ SHRUB DR \/[NE !. ALL GROUND COVER TD BE PLANTED AT EQUAL SPACI~IG (TRIANGULAR) PER □.C. SPACING NOTED □N PLANS. EXISTING HARDSCAPE, CURB AND GUTTER DR EDGE □F PAVING R □□TBARR!E--~ 12' LENGTH Ml~I ,-TREE TRUNI< NOTE: VJ VJ Lei _J G' □ 1. ROOT BARRIER SHALL BE PLACED 2'-3' MAXIMUM FROM THE ,TREE SIDE, EDGE OF THE HARDSCAPE. UNDER ND CIRCUMSTANCE SHALL BE R □□TBALL OF THE TREE BE WRAPPED WITH THE R □□TBARRJER. 2. f,D□T BARfdEf, SHALL BE Bl □BARRIEf< DR APPROVED EQUAL. @ REE PLANTING AND STAKING N.T.S. ® Sf-lRUB PLAAI TING ~I.T.S, C GROUNOCOVER PLANTING N.T.S, @ ROOTBARRIER N.T.S. CD CD SET R □□TBALL l" ABOVE F I~IISH GRADE ® MULCH Q) Fl~l[SH GRADE 0 4' EARTH BERM (REMOVE AFTER SHRUB JS ESTABLISHED) @ PLANTING TABLETS AS SPECIF !ED © BACKFILL t1JX AS SPECIFIED 0 ~IATI\/E GRADE ® REAR AND FRONT □F THE PLANT PIT SLOPE TD BE A MAXIMUM OF l:1 SLOPE RAT!□ ® Sf-lRUB PLANTING ON .SLOP[ ~I.T.S. MINIMUM TREE SEPARATION DISTANCE IMPROVEMENT I MINIMUM DISTANCE TO STREET TREE A. A MINIMUM OF 3' OUTSIDE THE PUBLIC RIGHT-OF-WAY B. A MINIMUM OF 5' FROM PAI/ING C. A MINIMUM OFT FROM ANY SEWER LINES D. NOT IN CONFLICT WITH PUBLIC UTILITIES E. NOT TO BE ALLOWED ON STREET CORNERS WITHIN A TRIANGULAR ZONE DRAWN FROM TWO POINTS. 25' FROM THE BEGINNING OF CURI/ES AND THE END OF CURI/ES OR WITH IN SIGHT LINES AS DESCRIBED UNDER" SIGHT DISTANCE" (CARLSBAD LANDSCAPE MANUAL, SEE APPENDIX CA) PLANTING NOTES: 1. CONTf<ACTOR SHALL HAVE A SOIL SAMPLE ANALYSIS COMPLETED BY A LICENSED AGRONOMIC LABORATOW( (PRE-APPROVED BY THE CITY OF CARLSBAD) PRIOF, TO AND AFTER LEACHl~IG OF SALTS A~ID PRIOR TO ANY PLANTING OF PLANT MATERIAL PROVIDE A LIST OF THE PROPOSED PLANT MATERIAL TO AGRONOMIST FOf< ANALYSIS AND RECOMfAENDATIO~IS TO BE SUBMITTED TO THE LA~IDSCAPE ARCHITECT AND THE CITY OF CARLSBAD. THE TEST SHALL l~IDICATE BUT NOT LIMITED TO THE FOLLOWING: A) ORGANIC MATTER CONTENT , B) pH C) N.P.I< D) EC. E) SOIL TEXTURE (SILT, CLAY. SAND) F) RECOMMENDATIONS FOR AME~IDMENTS, LEACHl~IG AND MAINTE~IANCE FERTILIZATIONS THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABOf,ATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIO~IS OF AMENDME~ITS AND BACi<FILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PF,1or, TO THE START OF CONSTRUCTIO~I AND SHALL BECOME PART OF THE APPROVED PLANS. 2 ALL PLANT MATERIAL SHALL BE APPROVED AT THE Pf<OJECT SITE BY THE OWNER'S f<EPRESENTATIVE Pf,IOR TO A~IY PLANTING. ALL PLANT MATEF,IAL REJECTED BY THE OW~IER'S REPF,ESENTATIVE Pf,IOR TO ANY PLANTl~IG. ALL PLANT MATEf,IAL REJECTED BY THE OWNEf(S REPRESENTATIVE SHALL BE REMOVED Ff,OM THE PROJECT SITE AT NO ADDITIONAL COST. 3. ALL PLACEMENT OF PLA~IT MATERIAL SHALL BE APPROVED BY THE OWNEf(S REPF,ESENTATII/E PRIOR TO PLA~ITl~IG. ', ALL PLANT SIZES ARE MINIMUMS. SIZES ARE TYPICAL FOF, EACH PLANT SPECIES. ALL PLA~ITS ARE TO BE FREE OF DISEASE A~ID SCARS, AND AF,E HA VE GOOD COLOR, FULL HEADS AND GOOD CALIPEF, (15 GALLON -3/4" MINIMUfA, 24" BOX -1 1/4" Ml~IIMUM, 36" BOX -2" Ml~IIMUM. 5. PRIOR TO PLANTING. IRF,ICATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTl~IG AREAS SHALL BE FULLY WATERED IMMEDIATELY 1\FTER PLANTING. 6. PRIOR TO PLANTl~IC, ALL PLANTl~IG AF,EAS SHALL BE Ff,EE OF WEEDS. ROC',<S A~ID DEBf,IS. RAKE A~ID Fl~IE GRADE ALL PLA~ITING Af<EAS PRIOR TO PLANTING. 7. UPON COMPLETIO~I OF PLANTl~IG OPEF,ATIONS A~ID BEFORE ANY SITE OBSErNATIO~IS, RDAOVE ALL EXTRANEOUS MATERIAL AND DEBRIS. AND BROOM AND WASH THE AREA CLEAN. 8. ALL LANDSCAPE A~ID lr<RICXflON ITEMS SHALL BE INSTALLED PEF, THE CITY OF CARLSBAD LANDSCAPE MANUAL. 9. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING PLANT fAATERIAL A~ID IRf,IGATION UNLESS OTHERWISE NOTED. ANY EXISTING PLA~IT MATERIAL OR IRRIGATION SYSTEMS DAMAGED AS PART OF OR DUE TO CONSTRUCTION SHALL BE r,EPAIRED Of, r,EPLACED TO THE SATISFACTION OF THE OWNERS REPRESENTATIVE. 10. CONTf,ACTOR SHALL BE RESPO~ISIBLE For, SUPPL YING ALL PLA~IT MATEf,IAL AS SHOWN BY SYMBOLS SHOW~I O~I PLA~IS. THE QUANTITIES SHOWN f\RE For, REFERENCE ONLY. DI RT "· DIAL TOLL FREE 1 -800 -422 -4133 AT LEAST TWO DAYS BEFOf{E '{OU DJG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA \DSCAp EDtt. I '0 \✓ih\-"""'1\''c, DATE INITIAL Ef\!GIMEER OF WORK REVISION DESCRIPTION 6 f--~ CD ATRIUM CAP. @ >." PEfffORATED PIPE WRAPPED 6' LO~IG/DEPTH W/FILTER Wf<APPED AROUND PIPE. 0 GRAVEL SUMP. @ f<OOTBALL @ BACKFILL MIX Q) EXISTl~IG SOIL. G 3/'," DRAINAGE GRAVEL SUMP W/ FILTEF, FABRIC AT EDGE. ~IOTE: INSTALL 1 PER 15 GALLON CO~ITAl~IEr, SIZE AND 2 PER 24" BOX OR GREATER CONTAINEf< SIZE. (f)TR[[ SUMP DRAIN (ALL TREES) N.T.S, DATE IMITIAL DATE INITIAL Ofl·IER APPROI/AL CITY APPROI/AL APPROVED FDR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION □F PLANTING AREAS. LANDSCAPE DETAILS FOR, P.E __ _ EXP. ___ _ DATE REVIEWED BY: l~ISPECTOf< DATE I S7EET I CITY OF CARLSBAD ~ PLANNING DIVISION 0 l.ANllSCAr'r,: [Mr>rwv,:MJ•:NT r'L/\NS f•'OR TIERRA LA COSTA ESFERA STREET & VENAOO STREET CARLSBAD, CA APPROVED /tj\ Gt-£';)~ ,. I•· I'-\' PLANNING DATE DW~I BY: PfWJECT NO. DRAWING ~10. CHKD BY: MS 13-08 481-6L R\/WD BY: SECTI □N 02900 LANDSCAPING - SECTI □N 02900 22 LANDSCAPn!G PART 1 -GENERAL 1.01 A. A. A. B. 1.04 A, 1.05 A, GENERAL C□NDITl□NS DRA\./[NGS AND GENERAL PR □VISI □NS □F CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY C□NDITI □NS AND DIVISION 1 SPECIFICATI □N SECTIONS APPLY TD \./ORK OF THIS SECTION, AND MUST BE FULLY CONSIDERED IN CONNECTION THERE\./ITH. 1.02 SCOPE THE \./ORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TD PERFORM THE \./ORK I~IDICATED ON THE DRA\./INGS AND AS SPECIFIED HEREIN AND AS REQUIRED TD COMPLETE PROPERLY THE CONTRACT 1. 2, SEE B. RELATED EARTH\./DRK IRRIGATr □N 1.03 SUBMITTALS REQUIREMENTS IN 01340, (SECTION 02200) <SECTI □N 02810) GENERAL C□NDITI □NS, AND SECTION CONTRACTOR SHALL SUBMIT A TYPE\./RITTEN LIST \./ITH SPECIFICATIONS OF ALL FEASIBLE MATERIALS, INCLUDING SOIL AMEflDMENTS, FERTILIZERS, PLANT MATERIALS, ETC., \./ITH QUANTITIES OF EACH DEFINITIONS OF TERMS 'PLANTING AREA' SHALL MEAN SODDED, PLANTED \./ITH GROUNDC □VERS. GUARANTEES AND REPLACEMENTS ALL AREAS TREES, TD BE SHRUBS, SEEDED, AND/DR PLANT MATERIALS, PLANTS (15-GALL □N SIZE AND LARGER) 7. E. 1.09 A. B. SHALL BE GUARANTEED TD LIVE AND GRD\./ IN HEALTHYC, B. C □NDITI □N DURING THE AGREED UPON 90 DAY MAINTENANCE PERIOD DR UNTIL FINAL ACCEPTANCE (3.20 PART B), PLANT MATERIAL \./ILL CONTINUE TD BE GUARANTEED FDR ONE (1) YEAR PLANT MATERIAL SMALLER THAN 15-GALL□N SIZE, SHALL BE GUARANTEED TD LIVE AND GRD\./ IN VIGOROUS HEALTHY UPRIGHT CONDITION FDR A MINIMUM OF □NE GRD\./!NG SEASON AFTER BEGINNING OF THE MAINTENANCE PERr□D. THIS IS NOT A F !NAL □BSERVATI □N DR ACCEPTANCE, AND IT DOES NOT RELIEVE THE CONTRACTOR FROM ANY OF THE RESPONSIBILITIES IN THE CONTRACT DOCUMENTS FDR THIS PROJECT. FINAL SITE OBSERVATION AT THE COMPLETION OF THE SPECIFIED MAINTENANCE PERIDD. THIS OBSERVATION SHALL ESTABLISH THE BEGINNING DATE FDR THE GUARANTEE PER!DD, ACCEPTANCE, UPON COMPLETION OF THE FINAL OBSERVATION AND THE \./ORK OF THIS SECTION, THE CONTRACTOR \./ILL BE NOTIFIED IN \./RIT!flG (1) \./HETHER THE \./ORK IS ACCEPTABLE AND (2) OF ANY REQUIREMENTS NECESSARY FDR COMPLETION AND ACCEPTANCE. SUSPENSION OF \./ORK THE LANDSCAPE ARCHITECT SHALL RECOMMEND TD THE OWNER ANY NECESSITY TD SUSPEND THE \./ORK \./HOLLY, DR IN PART, FDR SUCH PERIOD DR PERIODS AS HE MAY DEEM NECESSARY DUE TD UNSUITABLE \./EATHER, DR SUCH OTHER CONDITIONS AS ARE CONSIDERED UNFAVORABLE FDR THE REASONABLE PERFORMANCE □F THE \./ORK, DR FDR SUCH TIME AS IS NECESSARY DUE TD THE FAILURE ON THE PART OF THE CONTRACTOR TO CARRY OUT ORDERS GIVEN OR TD PERFORM ANY DR ALL PR □VISI □NS OF THE CONTRACT. IF IT SHOULD BECOME NECESSARY TD STOP \./ORK FDR AN INDEFINITE PERIOD, THE CONTRACTOR SHALL STORE ALL MATERIALS IN SUCH A MANNER THAT THEY \./ILL NOT BECOME AN □BSTRUCTI □N NOR BECOME DAMAGED IN ANY \./AY, AND HE SHALL TAKE EVERY PRECAUTION TD PREVENT DAMAGE DR DETERIORATION OF THE \./ORI< PERFORMED. THE CONTRACTOR SHALL COVER ALL OPEN EXCAVATIONS AND SHALL PROVIDE SUITABLE DRAINAGE BY OPENING DITCHES, PLANTING PITS, ETC., AND ERECT TEMPORARY STRUCTURES \./HERE NECESSARY. GRADING, SOIL PREPARATION, AND PLANTING \./ORK SHALL BE PERFORMED □NL Y DURING PERIODS \./HEfl BENEFICIAL AND OPTIMUM RESULTS MAY BE OBTAINED, IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH A LEVEL THAT \./DRKING IT \./OULD DESTROY THE SOIL STRUCTURE, SPREADING, GRADING AND TILLING OPERATIONS SHALL BE SUSPENDED UNTIL THE MOISTURE CONTENT REACHES ACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE ATTAINABLE. FINAL ACCEPTANCE OF \./ORK <EXCLUDING SEASONAL CDL □Rl. 110 CERTIFICATIONS AND NOTICE □F DELIVERY OF MATERIAL C. 1.06 A, B. 1.07 REPLACEMENT, ALL PLANTS NOT HEALTHY AND IN VIGOROUS A. THE LANDSCAPE ARCHITECT SHALL BE FURNISHED \./ITH DUPLICATE SIGNED, LEGIBLE COPIES OF CERTIFICATES AND/OR GROWING CONDITION AS DETERMINED BY THE LANDSCAPE ARCHITECT SHALL BE REPLACED IMMEDIATELY. PLANTS USED FDR REPLACEMENT SHALL BE THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST, THEY SHALL BE FURNISHED, PLANTED AND FERTILIZED AS □RIGINALL Y SPECIFIED AT ND COSTS TD 0\./NER. VERIFICAT!□N OF EXISTING CDNDITIDNS 8, ALL SCALED DIMENSIONS ON THE DRA\./INGS ARE APPROXIMATE. BEFORE PROCEEDING \./ITH ANY \./ORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIDNS, QUANTITIES, AND GRADE ELEVATIONS, AND SHALL IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. PRIDR TD THE EXCAVAT l □N FDR PLANTING DR PLACING OF PLANT MATERIALS, THE CONTRACTOR SHALL VERIFY THE LDCATIDN OF ALL UNDERGROUND UTILITY LINES AND OTHER IMPROVEMENTS, AND TAKE PROPER PRECAUTl □NS TD AVOID DAMAGE TD SUCH IMPROVEMENTS. IN THE EVENT OF CONFLICT BET\./EEN SUCH IMPROVEMENTS AND PLANT LOCATIONS, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT, AND ARRANGEMENTS \./ILL BE MADE FDR RELOCATION AS NECESSARY. FAILURE TO F □LL □w THIS PROCEDURE PLACES UPON THE CONTRACTOR THE RESPONSIBILITY FDR MAKING ANY AND ALL 1.11 REPAIRS FDR DAMAGE RE SUL TING FROM \./ORK AS HEREIN A. SPECIFIED AT HIS 0\./N EXPENSE. PR□TECTI □N OF EXISTING IMPROVEMENTS DURING THE C□NSTRUCT!□N AND MAINTENANCE PERIDD, THE CONTRACTOR SHALL TAKE EVERY PRECAUTIDN TD PROTECT AND 1.12 AVOID DAMAGE TD SPRINKLER HEADS, IRRIGATION LINES, A. DRAINAGE LINES, AND ALL OTHER UNDERGROUND FACILITIES AND ALL PAV[NG, STRUCTURES, FIXTURES, AND EXISTING PLANTINGS. THE CONTRACTOR SHALL BE HELD RESPONSIBLE INVOICES STATING THE BRAND, GRADE, AMOUNT AND QUANTITY OF EACH ITEM FDR ALL SOIL, FERTILIZERS, SOIL COND!Tl □NERS, PLANS AND OTHER MATERIALS RECOMMENDATION SHALL BE MADE BY THE LANDSCAPE ARCHITECT TD THE 0\./NER TD STOP \./ORK PROGRESS UNTIL CERTIFICATES ARE RECEIVED AND REVIE\./ED BY THE LANDSCAPE ARCHITECT, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN ADVANCE \./HEN ALL MATERIALS ARE TD BE DELIVERED AND THE MANNER OF SHIPMENT, A~ID SHALL FURNISH THERE\./ITH AN ITEMIZED LIST, IN DUPLICATE, OF THE ACTUAL QUANTITY OF MATERIAL IN EACH DELIVERY, IN ORDER TD ENSURE SATISFACTORY C□DRDINATIDN OF DELIVERY, AND TD EXPEDITE THE REQUIRED INSPECTION AT THE P □INT OF DELIVERY. THE ITEMIZED LIST, IN DUPLICATE, FDR EACH DELIVERY OF PLANT MATERIAL SHALL INCLUDE INVOICES CERTIFYING THAT SUBJECT MATERIAL HAS BEEN INSPECTED AS REQUIRED BY THE STATE AGRICULTURAL CODE PRIOR TD ACCEPTANCE DR PLANTING. PARTICULAR CARE, USING APPROVED EQUIPMENT, SHALL BE EXERCISED TD ENSURE SAFE LOADING, UNLOADING, SHIPPING AND HANDLING FDR ALL PLANTINGS FROM SOURCE TD IN-PLACE LDCATI □NS INDICATED ON THE DRA\./INGS, PLANT MATERIALS QUANTITIES FDR PLANT MATERIALS ARE SHD\./N PER PLAN FDR CONVENIENCE ONLY AND NOT GUARANTEED. CONTRACTOR SHALL CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TD FULFILL INTENT OF DRA\./INGS, INVOICE OF MATERIALS UPON DELIVERY OF MATERIALS AND/DR COMPLETION OF ALL SOIL C □NDITI□NING AND GRADING, BUT PRIDR TD INITIATING PLANTING OPERATIONS, THE LANDSCAPE ARCHITECT \./ITH THE HERETOFORE SPECIFIED SIGNED COPIES OF REQUIRED CERTIFICATES, TRIP SLIPS B. c, D. [, F. G. FDR ANY AND ALL DAMAGE TD SUCH IMPROVEMENTS AND SHALL COMPLETELY REPAIR DR REPLACE THE SAME AT ND COST TD THE AND INVOICES FDR SOIL PREPARATION MATERIALS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL QUANTITIES OF EACH MATERIAL 1.08 A, B. 0\./NER. INSTRUCTIDNS AND □BSERVAT!□N ALL CHANGES AND DEVIATIONS TD THE PLANS SPECIFICATIONS BY THE LANDSCAPE ARCHITECT TD AND THE CONTRACTOR SHALL BE CONFIRMED IN \./RITING. THE C □NTRACT □R?S SUPERVISOR SHALL BE AVAILABLE ON CALL B. TD MAi(E A JOINT OBSERVATION \./ITH THE 0\./NER?S REPRESENTATIVE OF THE \./ORK. THE CONTRACTOR SHALL HAVE SUFf-lCIENT \./ORK PERSONNEL AVAILABLE DURING NORMAL \✓DRKING HOURS TD CORRECT DEFICIENCIES IMMED!ATEL Y UPON REQUEST OF THE LANDSCAPE ARCHITECT. SUCH REPAIR DR RE- \./ORK SERVICES ARE TD BE PERFORMED \./ITH □UT INTERFERENCE OF REGULAR PROJECT SCHEDULE. FURNISHED AGAINST THE TOTAL AREA TD EACH OPERATION, IF THE MINIMUM RATES OF APPLICATIDN HAVE NOT BEEN MET, THE LANDSCAPE ARCHITECT \./ILL REQUIRE THE DISTRIBUTION □F ADDITI □NAL QUANTITIES OF THESE MATERIALS TD FULFILL THE MINIMUM REQUIREMENTS SPECIFIED. AFTER INSTALLATI □N OF PLANT MATERIALS, BUT PRIDR TD THE PRE-MAINTENANCE SITE □BSERVATI□N, THE LANDSCAPE ARCHITECT, \./ITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES AND RELATED ITEMS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA AND/DR THE AMOUNTS SPECIF[ED. IF THE MINIMUM AMOUNTS HAVE NOT BEEN FURNISHED, THE LANDSCAPE ARCHITECT \./ILL REQUIRE THE INSTALL_ATI□N OF ADDIT!□NAL MATERIALS TD FULFILL THE MINIMUM REQUIREMENTS SPECIFIED, 2.03 A, AGRICULTURAL GRADE GYPSUM -SHALL BE A <CA S□4 -H20l CALCIUM SULFATE PRODUCT -94.3%, 90% SHALL PASS A 50 MESH SCREEN. CHEMICAL REACTIDN \.I ILL REMOVE SODIUM ATTACHED TD SOIL PARTICLES. GYPSUM ALSO LOOSENS HEAVY CLAY SOILS THROUGH ELECTRO-CHEMICAL ACTION. CONTROL OF DUST DURING APPLICAT!□N rs MANDATORY. SHALL BE U.S. GYPSUM, D □LMAR, SDF'N'SOIL, DR BANDIN!, DR APPROVED SUBSTITUT!□N. SULPHUR (SOIL) -SHALL BE ELEMENTAL SULPHUR C□MMERCIALL Y PREPARED SD THAT 46,9% PASSES A SCREEN, DR APPROVED SUBSTITUTI □N. (99,51/.) 50 MESH IRON SULFATE -IRON SHALL BE EXPRESSED AS METALLIC - DERIVED FROM SULFATE -DEEP GREEN <FE S□4 H20) A MINIMUM ANALYSIS OF 20.0% AND 98,3% RETAINED ON A 10 MESH SCREEN. SHALL BE \./ILSDN & GED. MEYER, \./IL-GR □, DR BANDIN!. DR APPROVED SUBSTITUTION. PRE-PLANT DR STARTER FERTILIZER SHALL BE A COMMERCIAL GRADE FL □WABLE FERTILIZER \./ITH -1% NITROGEN, 10% PHOSPHOROUS PENTIOXIDE AND 10% POTASSIUM SULFATE, ND POTASSIUM CHLORIDE IS TD BE USED. ORGANIC NITROGEN SHALL BE FROM COTTONSEED MEAL AND UREA. PHOSPHATE AVAILABLE FROM SUPERPH□SPHATE AND COTTONSEED MEAL, POTASH FROM SULFATE OF POTASH AND COTTONSEED MEAL, SCREEN ANALYSIS, % RETAINED ON STACKED SCREEN - APPRDXIMATEL Y 8 -MESH 24 21/.J 20 -MESH 75.2%; 48 - MESH 0.2%, AVAILABLE PERCENTAGE \./EIGHT OF PLANT F □□D, NITROGEN PHOSPHORIC POTASH ACID 1.0% MIN. 10.0% MIN, 10.0% MIN, SHALL BE \./IL -GR □, BANDIN! DR l<ELLOGG. DR APPROVED SUBSTITUT!□N. ORGANIC SOIL ENHANCER AND SOIL ACTIVATOR SHALL BE SARV □N. POST PLANT FERTILIZER (MAINTENANCE>, FERTILIZER (CDMMERC!AU SHALL BE A C□MB!NATI□N OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS, FREE-FLD\./!NG, SUITABLE FDR APPLICATION \./ITH APPROVED EQUIPMENT AND SHALL CONTAIN THE FOLL□\./ ING MINIMUM AVAILABLE PERCENTAGES BY \./EIGHT OF PLANT FOOD• NITROGEN AMMONIAC SULFATE REMAINDER OF NITROGEN PHOSPHORIC POTASH IRON ZINC MANGANESE CALCIUM ACID 14.0% MIN. 4.0% MIN. 8,75% \./ATERS □LUBLE 1.25% \./ATER INSOLUBLE 7.0% MIN. 3.0% MIN. 2.01/. 0.15% 0.15% 2.0% ORGANIC NITROGEN IS DERIVED FROM UREA AND COTTONSEED MEAL. PHOSPHATE FROM SUPERPHOSPHATE AND COTTONSEED MEAL. POTASH FROM SULFATE OF POTASH AND COTTONSEED MEAL. ND POTASSIUM CHLORIDE IS TD BE USED. SULFUR FROM SULFATE OF AMMONIA. CALCIUM FROM SUPERPH □SPHATE, IRON FROM FERROUS SULPHATE AND MIXED SULFIDES, ZINC AND MANGANESE ARE EXPRESSED AS METALLIC AND IN THEIR ELEMENTAL FORM. SCREEN ANALYSIS, (% RETAINED) -APPR□XIMATEL Y, 4 MESH = 1.3%; 8 MESH = 24.21/.; 20 MESH = 7 4.0%; AND 48 MESH 0,051/., SHALL BE \./IL-GR □ FAIR\./AY, BANDIN!, DR KELLOGG, DR APPROVED SUBSTITUTI□N, PLANTING TABLETS SHALL BE TIGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE PLANTING TABLETS, OF VARYING SIZES WITH THE F □LLD\./ING AVAILABLE PERCENTAGES BY \./EIGHT OF PLANT F □□D, NITROGEN 20.01/. MIN. PHOSPHORIC ACID 10.0% MIN. POTASH 5.01/. MIN, SHALL BE AGRIFORM DR GR □-POwER DR APPROVED SUBSTITUTION. PLANTING BACKFILL FDR TREES AND SHRUBS RATE OF APPLICATI□N IS FOR BIDDING PURPOSES ONLY. S□IL TEST MAY REDUCE DR INCREASE TOTAL SOIL YARDAGE AMENDMENT AND CHEMICAL ADDITIVES. PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE OF TOPSOIL AND SOIL AMENDMENTS AT THE F□LLD\./ING MIXTURES, SOIL AMENDMENT 1/2 C.Y. STOCK PILED SITE SOIL 1/2 C,Y, GYPSUM 5 LBS, PER/CU/YD. OF MIX SULPHUR (S □!U 1 LBS. PER/CU/YD. OF MIX IRON SULFATE 1 LBS. PER/CU/YD. OF MIX PRE-PLANT <1-10-10) F. G. H. J, K. L. INSPECTION OF PLANT MATERIALS, REQUIRED BY CITY, COUNTY DR STATE AUTHORITIES, SHALL BE A RESPONSIBILITY OF THE CONTRACTOR, AND \./HEN NECESSARY HE SHALL HAVE SECURED PERMITS DR CERTIFICATES PRIOR TD DELIVERY OF PLANTS AT SITE. ON-SITE INSPECTION OF PLANT MATERIALS, PLANTS SHALL BE SUBJECT TD INSPECTION AND APPROVAL OR REJECTION AT THE PROJECT SITE AT ANY TIME BEFORE DR DURING PROGRESS OF \./ORK FDR SIZE, VARIETY, C □NDITIDN, LATENT DEFECTS AND INJURIES, REJECTED PLANTS SHALL BE REMOVED FROM THE PROJECT SITE IMMEDIATELY. REJECTION AND SUBSTITUTIDN, ALL PLANTS NOT CONFORMING TD THE REQUIREMENTS HEREIN SPECIFIED SHALL BE CONSIDERED DEFECTIVE, AND SUCH PLANTS, \./HETHER IN PLACE DR NOT, SHALL BE MARKED AS REJECTED AND BE IMMEDIATELY REMOVED FROM THE SITE OF THE \./ORK AND REPLACED \./ITH ACCEPTABLE PLANT MATERIALS. THE PLANT MATERIALS SHALL MEET ALL APPLJCABLE INSPECTI□NS REQUIRED BY LA\./, ALL PLANTS SHALL BE THE SPECIES, VARIETY, SIZE, AGE, FLD\./ER COLOR AND C□NDITl □N AS SPECIFIED HEREIN AND/DR AS INDICATED ON THE DRA\./!NGS, UNDER ND CDNDITI □N \./ILL THERE BE ANY SUBSTITUT!□N OF PLANT SPECIES, VARIETY, DR REDUCED SIZE FDR THOSE LISTED ON THE ACCOMPANYING DRA\./INGS, EXCEPT \./ITH THE EXPRESS \./RITTEN CONSENT OF THE LANDSCAPE ARCHITECT. RIGHT TD CHANGES, THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TD CHANGE THE SPECIES, VARIETY AND/DR SIZES OF PLANT MATERIAL TD BE FURNISHED, PROVIDED THAT THE COST OF SUCH PLANT CHANGES DOES NOT EXCEED THE COST OF PLANTS IN THE ORIGINAL BID. THE CONTRACTOR SHALL BE NOTIFIED AND CONFIRMED IN WRITING PRI□R TD SIXTY (60) DAYS BEFORE THE PLANTING OPERATION HAS COMMENCED. CHANGES IN THE SIZE AND/DR VARIETY OF ANY PLANT TD BE FURNISHED \./HICH rnv□L VES A REDUCTION DR ADDITION IN COST SHALL BE ADJUSTED IN THE CONTRACT COST. ROOT C□NDITIDN, THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TD INSPECT ROOT CONDITION OF ANY SPECIES, PARTICULARLY THOSE GRD\./N FROM SEED, AND IF FOUND DEFECTIVE, TD REJECT THE PLANTS REPRESENTED BY THE DEFECTIVE SAMPLE. PR□TECTIDN, ALL PLANTS AT ALL TIMES SHALL BE HANDLED AND STORED SO THAT THEY ARE ADEQUATELY PROTECTED FROM DRYING OUT, FROM \./IND BURN, AND FROM ALL OTHER INJURY. ALL PLANTS DETERMINED BY THE D\./NER1S REPRESENTATIVE TO BE \./IL TED, BURNED, DR DRIED OUT, MAY BE REJECTED, AND REMOVED FROM THE SITE. THE CONTRACTDR?S ON-SITE PLANT STORAGE AREA SHALL BE APPROVED BY THE O\./NER7S REPRESENTATIVE PRIOR TD THE DELIVERY OF ANY PLANT MATERIALS. SHRUB AND TREE SAMPLES, TYPICAL SAMPLES, THREE EACH OF ALL VARIETIES AND SIZES (SHRUBS 5 GALLON AND UNDER, TREES 15 GALLON AND UNDER) OF ALL PLANT MATERIALS SHALL BE SUBMITTED FDR INSPECTION APPROVAL AT THE SITE A MINIMUM OF FIFTEEN DAYS PRIOR TD PLANTING □PERAT!□NS, APPROVED SAMPLES SHALL REMAIN ON THE SITE AND SHALL BE MAINTAINED BY THE CONTRACTOR AS STANDARDS OF COMPARISON FDR PLANT MATERIALS TD BE FURNISHED SAMPLES \./ILL BE INCORPORATED INTO THE \./ORK. 2.07 A. GR □UNDC □VER GR□UNDCOVER PLANTS SHALL BE HEAL THY, VIGOROUS ROOTED CUTTINGS GRD\./N IN FLATS. 2.10 PLANTER MULCH A. PLANTER MULCH SHALL BE SHREDDED FIR TREE BARK. RANGE IN SIZE FROM 1/2-INCH TD 3/4-INCH. 2.11 STAKING MATERIAL SHALL A. TREE GUY \./IRES SHALL BE OF PLIABLE, ZINC-COATED STEEL MINIMUM GAUGE ND, 12 AND ANCHOR TD APPRDPRIA TE DEAD MAN, \./IRE LOOPS AT BRANCHES SHALL BE COVERED BY 2-PLY REINFORCED RUBBER 1/ 4' IN DIAMETER. GUY \./IRES SHALL BE FLAGGED \./ITH 1/8-INCH DIAMETER X 4'-0' LENGTH SURGICAL TUBING. TREE TIES SHALL BE V.I.T. CINCH-TIE AVAILABLE FROM V.LT. COMPANY, (714) 891-8338. 2.13 PRE-EMERGENT HERBICIDE A. PRE-EMERGENT HERBICIDE SHALL BE AS DETERMINED BY THE LANDSCAPE CONTRACTOR. 2.14 \./EED CONTACT HERBICIDE A. \./EED CONTACT HERBICIDE SHALL BE AS DETERMINED BY THE LANDSCAPE CONTRACTOR. PART 3 -EXECUTION 3 01 INSPECTION A. EXAMINE PROPOSED PLANTING AREAS AND CD~ID!Tr □NS OF INSTALLAT!□N, DD NOT START PLANTING \./ORI< UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. 3.02 PRE PARA TIDN A. GENERAL• THE AREAS TD RECEIVE TREES, SHRUBS, GR □UNDCDVER AND HYDR □SEED PLANTINGS AND THEIR RESPECTIVE REQUIREMENTS FDR IMPORTED TOPSOIL, FERTILIZING , SOIL CDNDIT!□NING, AND OTHER TREATMENT SHALL BE AS DEFINED ON THE DRA\./INGS. EQUIPMENT NECESSARY FDR PREPARATION OF THE GROUND SURFACE AND FDR HANDLING AND PLACING ALL REQUIRED MATERIAL SHALL BE ON HAND IN GOOD \./ORKING CDNDITI□N, \./ORK SHALL BE D. DEEP RIPPING, ALL AREAS (INCLUDING SLOPES) TD RECEIVE GR □UNDC □VER, SHRUBS, AND HYDR□SEEDING SHALL BE DEEP RIPPED AND LOOSENED TD A DEPTH OF T\./EL VE U2) INCHES IN ALL DIRECTIDNS, 3.03 SOIL AMENDMENTS, FERTILIZING AND R □T□TILLING A, RATE OF APPLICATION IS FDR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE DR INCREASE TOTAL SOIL AMENDMENT YARDAGE. ADJUSTMENTS <PLUS DR MINUS) MAY BE NECESSARY. CONTRACTOR SHALL OBTAIN AT LEAST T\./0 SOIL TESTS OF ROUGH GRADE AT SITE AND SUBMIT RESULTS TD THE LANDSCAPE ARCHITECT FDR INTERPRETATI □N AND RECOMMENDATION. B. AFTER THE AREAS HAVE BEEN DEEP RIPPED, THE F□LLD\./ING RATES OF SOIL AMENDMENT MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS AND SHALL BE THOROUGHLY SCARIFIED TD AN AVERAGE DEPTH OF SIX INCHES BY R □T □TILLING A MINIMUM OF T\./0 ALTERNATING PASSES. AMENDMENT MUST BE INTIMATELY BLENDED \./ITH SOIL, SOIL AMENDMENT, 5 CUBIC YARDS PER 1,000 SQ, FT. TD A DEPTH OF 8', GYPSUM, 120 LBS. PER 1,000 SQ. FT. SOIL SULPHUR, 10 LBS, PER 1,000 SQ, FT. IRON SULFATE, 10 LBS. PER 1,000 SQ, FT. FERTILIZER (COMMERCIAL) 1-10-10 SHALL BE APPLIED AT THE RATE OF 30 POUNDS PER THOUSAND SQUARE FEET AND SCARIFIED INT□ THE TOP T\./0 INCHES OF FINISH GRADE. FERTILIZER SHALL BE APPLIED AFTER LEACHING OPERATION, C, THE THOROUGHNESS AND COMPLETENESS OF THE R □T □TILLING AND INCDRP□RATI □N OF THE SOIL AMENDMENTS SHALL BE ACCEPTABLE TD THE LANDSCAPE ARCHITECT, SLOPES 2,1 AND STEEPER DR AS PER THE DRA\./!NGS OMIT SOIL C□NDITI□NER APPLICAT!□N AND TILLING. D. DEEP \./ATER LEACHING AND SOIL TESTING, DEEP \./ATER LEACHING SHALL BE COMPETED AS RECOMMENDED BY A CERTIFIED AGR □NIMIC LABORATORY, THE F □LLD\./ING PROCESS FDR DEEP \./ATER LEACHING IS FDR BIDDING PURPOSES □NL Y. ITEM NUMBER THREE (3,) SHALL BE PERFORMED AS STATED BEL □1J. 1. AFTER THE TILLING OPERATION, THE AREA SHALL BE DEEP \./ATER LEACHED THREE (3) TIMES OVER A FIVE (5) DAY PERl □D, APPLY 1/2' \./ATER AT EACH APPLICATION. \./AIT ONE (1) DAY BET\./EEN APPLICATIONS, 2. ONE DAY AFTER FINAL APPLICATION □F \./ATER, THE SOIL SHALL BE TESTED FDR CONTENT OF SOLUBLE SALTS (ELECTRICAL CONDUCTIVITY E.C,), 0\./NER'S REPRESENTATIVE AND CONTRACTOR SHALL TAKE SEVERAL SOIL SAMPLES AND DELIVER THE SAMPLES TD A LABORATORY FDR TESTING OF SOLUBLE SAL TS, E.C, TEST READING SHALL NOT BE ABOVE 2.0, THE SOIL AMENDING, TILLING AND DEEP \./ATERING PROCEDURE SHALL BE REPEATED UNTIL TEST READINGS ARE NOT ABOVE 2,0 3. IF SOIL TEST READING FDR A PARTICULAR AREA TESTED IS ABOVE 2.0, THE SOIL AMENDING, TILLING AND DEEP \./ATERING PROCEDURE SHALL BE REPEATED UNTIL TEST READINGS ARE NOT ABOVE 2.0 E. CARE SHALL BE TAKEN THAT THE RATE OF APPLICA T!□N OF \./ATER DOES NOT CAUSE ER□Sl □N DR SLOUGHING OF S□ILS, F. ALL DEPRESSr □NS, V□IDS, ER□SI □N SCARS AND SETTLED TRENCHES GENERATED BY THE DEEP \./ATERING SHALL BE FILLED \./ITH AMENDED SOIL AND BROUGHT TD FINISH GRADE. G. APPLY NAIAD \./ETTING AGENT 4 DZ. PER 1,000 S.F, AT THE FIRST SPRAY OF SOIL AMENDMENTS. 8 3,04 FINISH GRADING A, FINISH GRADES SHALL BE AS INDICATED ON GRADING PLAN, B. FINISH GRADES SHALL BE MEASURED AFTER THE GROUND HAS BEEN \./ATERED-IN AND MECHANICALLY COMPACTED AND SETTLED. THE FINAL GRADE SHALL BE \./!THIN PLUS DR MINUS 0.1 FOOT □F THE SPOT ELEVATI □NS AND GRADE LINES INDICATED ON THE CIVIL ENGINEER'S DRA\./ING. C. EASE TOP AND TOE OF ALL EXISTING SLOPES. D. ALL UNDULAT!□NS AND IRREGULARITIES IN THE PLANTING SURFACES RESULTING FROM TILLAGE, R □T□TILLING AND ALL OTHER OPERATIONS SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING DPERAT!□NS ARE INITIATED. c, PLANTS SHALL BE SUBJECT TD APPROVAL BY THE LANDSCAPE ARCHITECT AT THE PLACE OF GRD\./TH AND/DR UP□fl DELIVERY C, A SAMPLE OF THE SOIL AMENDMENTS SHALL BE DELIVERED TD 2,06PLANT MATERIALS PERFORMED □NL Y DURING PERIODS \./HEN BENEFICIAL RESULTS CAN BE □BT AI NED. D. TD THE SITE FDR QUALITY, SIZE AND VARIETY. SUCH APPROVAL SHALL NOT IMPAIR THE RIGHT OF OBSERVATION AND REJECTIDN AT THE SITE DURING PROGRESS OF \./ORK FDR SIZE, cmlDITI □N OF ROOT BALL, LATENT DEFECTS, DR INJURIES, REJECTED PLANTS SHALL BE REMOVED IMMEDIATELY FROM THE SITE, UNLESS DTHER\./ISE APPROVED BY THE LANDSCAPE ARCHITECT, SITE OBSERVATIONS HEREIN SPECIFIED SHALL BE MADE BY THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF A SITE □BSERVATI □N AT LEAST 48 HOURS IN ADVANCE OF AN □BSERVAT!□N. AN OBSERVATION \./ILL BE MADE BY THE LANDSCAPE ARCHITECT DURING OFFICE \./DRKING HOURS ON EACH OF THE STEPS DR C □NDITIDNS LISTED BELO\./, THE CONTRACTOR DR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON SITE AT THE TIME OF EACH □BSERVATI □N. THE CONTRACTOR \./ILL NOT BE PERMITTED TD INITIATE THE SUCCEEDING STEP OF \./ORK UNTIL HE HAS RECEIVED APPROVAL TD PROCEED BY THE LANDSCAPE ARCHITECT. 1. PRE-C□NSTRUCT!□N MEETING, IMMEDIATELY PR!□R TD 2, 3, 4. 5, 6, THE COMMENCEMENT OF \./ORK OF THIS SECTION, CONTRACTOR SHALL RECEIVE APPROVAL OF MATERIALS AND EQUIPMENT TD BE USED, AND METHODS OF INSTALLAT!DN. INC □RP □RATIDN □F SOIL C □NDIT!□fl!NG AND FERTILIZING INTO THE S □JL, SOIL TESTS PERFORMED BY THE LICENSED LABORATORY SHALL BE SUBMITTED AND PAID FDR BY THE CONTRACTOR FDR AGRICULTURAL SUITABILITY AND APPROVED BY THE LANDSCAPE ARCHITECT ONCE ROUGH GRADING HAS BEEN COMPLETED, AND PRIOR TD INSTALLING ANY PLANT MATERIAL. UPON THE COMPLETION OF FINISH CURBS LAYOUT IN THE FIELD, BUT INST ALLA TI □N. GRADING AND PRI □R TD MD\./ APPROVAL OF ALL PLANT MATERIAL QUALITY. LAYOUT OF PLANT MATERIAL. MD\./ CURB PRE-MAINTENANCE OBSERVATION, \./HEN PLANTING AND ALL OTHER INDICATED DR SPECIFIED 1J □RK, EXCEPT THE MAINTENANCE PERIDD, HAS BEEN COMPLETED. ACCEPTANCE AND \./RITTEN APPROVAL SHALL ESTABLISH PART 2.01 A. 2.02 A. THE LANDSCAPE ARCHITECT \./!THIN 15 DAYS AFTER RECORDING OF THE CONTRACT FDR SUBMITTAL TD A TESTING LABORATORY, ALONG \./ITH SPECIF!CAT!□NS OF EACH PRODUCT, AFTER SOIL AMENDMENTS HAVE BEEN TH□ROUGHL Y MIXED INT □ THE SITE, RANDOM SAMPLES OF THE MIXED SOIL \./ILL BE TAKEN BY THE 0\./NER?S REPRESENTATIVE AND SUBMITTED TD THE SOIL LABORATORY FDR COMPARISON TD A CONTROL MIX. COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. 2 -PRODUCTS QUALITY ALL MATERIALS SHALL BE OF STANDARD, APPROVED, AND FIRST GRADE QUALITY AND SHALL BE IN PRIME C□NDITI□N \./HEN INSTALLED AND ACCEPTED. ALL COMMERCIALLY PROCESSED AND/DR PACKAGED MATERIALS SHALL BE DELIVERED TD THE SITE IN THE ORIGINAL UNOPENED CONTAINERS BEARING THE MANUFACTURER7S GUARANTEED ANALYSIS. SOIL AMENDMENT AND FERTILIZER SHALL BE A \./DOD RESIDUAL PRODUCT DERIVED FROM THE BARK □F PINE, RED\./DOD, \./HITE FIR AND RED FIR, DR CEDAR SHAVINGS. AMENDMENT UPON ANALYSIS CONTAIN AT LEAST 0.5% NITROGEN <ON A DRY \./EIGHT BAS[S) \./ITH AN ASH CONTENT NOT TD EXCEED 10%. A COMMERCIAL GRADE PRODUCT SHALL BE USED. CONTRACTOR SHALL SUPPLY ARCHITECT DR HIS APPOINTED REPRESENTATIVE \./ITH A SAMPLE OF THE PROPOSED AMENDMENT ACCOMPANIED BY LABORATORY ANALYTICAL ANALYSIS FROM AN APPROVED LABORATORY ILLUSTRATING DEGREE OF COMPLIANCE. GUARANTEE \.IT.ICU/YD. = +560# -820#, NITROGEN (ORGANIC DR AMM □N!C) 0,5%. PH (LESS THAN) 6.8. SALINITY <ECO X 103 AT 250 C) = 2.5, ASH CONTENT NOT TD EXCEED 10%. IR □~I <FD EXPRESSED AS METALLIC 0.08%. DENSITY - APPROX. 25 LB/CU/FT. ORGANIC MATTER = 85%. A NON- IDNIC \./ETTING AGENT SHOULD BE USED. PROPERTIES, SCREEN ANAL YSJS, % RETAINED ON STACKED SCREENS -1 MESH = 0.21/.J 5 MESH = 36.6%J 8 MESH = 25.7%J 12 MESH - 30,71/.J 32 MESH = 5.9%; REMAINDER 0.9%. SHALL BE \./IL -GR □ LIFE, FOREST HUMUS, DR L □AMEX. APPROVED SUBSTITUTION, DR A. NOMENCLATURE, SCIENTIFIC AND COMMON NAMES OF PLANTS 8, c, D. E. HEREIN SPECIFIED SHALL CONFORM \./ITH THE APPROVED NAMES GIVEN IN 'A CHECKLIST OF \./DODY ORNAMENTAL PLANTS OF CALIFORNIA,' PUBLJSHED BY THE UNIVERSITY OF CALIFORNIA, COLLEGE OF AGRICULTURE, MANUAL 32 (1963). SEE LIST OF PLANT MA TE RIAL ON DRA \./INGS. LABELING, EACH GROUP OF PLANT MATERIALS DELIVERED ON SITE SHALL BE CLEARLY LABELED AS TD SPECIES AND VARIETY. HD\./EVER, FINAL DETERMINATION OF PLANT SPECIES AND VARIETY \./ILL BE MADE BY THE LANDSCAPE ARCHITECT AND \./HOSE DECISION \./ILL BE FINAL. ALL PATENTED PLANTS (CUL TIVAR) REQUIRED BY THE PLANT LIST SHALL BE DELIVERED \./ITH A PROPER PLANT PATENT ATTACHED. QUALITY AND SIZE, ALL PLANTS SHALL BE VIGDR□US, OF NORMAL GRD\./TH, FREE FROM DISEASES, INSECTS, INSECT EGGS, AND/DR EXCEED THE MEASUREMENTS SPECIFIED, CONTAINER STOCK, SHALL HAVE GRD\./N IN CONTAINERS FDR AT LEAST SIX MONTHS, BUT NOT OVER T\./0 YEARS. ND CONTAINER PLANTS THAT HAVE CRACKED DR BROKEN BALLS OF EARTH \./HEN TAKEN FROM THE CONTAINER SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. ND TREES \./ITH DAMAGED ROOTS DR BROKEN BALLS SHALL BE PLANTED. B. CLEARING AND GRUBBING, PRr □R TD RIPPING AND TILLAGE OPERATIONS, ALL VEGETATI□N IN THE AREA TO BE PLANTED SHALL BE GRUBBED, RAICED, AND CLEARED FROM THE SITE. THE GROUND SURFACE SHALL BE CLEARED OF ALL MATERIAL \./HICH HAS ACCUMULATED DURING CONSTRUCTION AND ALL MATERIAL \./HICH MIGHT HINDER PROPER GRADING, TILLAGE, PLANTING AND SUBSEQUENT MAINTENANCE OPERATION. ALL GRUBBED MATERIALS AND DEBRIS SHALL BE LA\./FULLY DISPOSED OF □FF THE SITE BY HIE CONTRACTOR AT HIS COST, C. □BSTRUCTIDN BELO\./ GROUND, ALL SUBSURFACE R □Cl<S □VER 2' IN DIAMETER AND OTHER UNDERGROUND OBSTRUCTIONS SHALL BE REMOVED TD THE DEPTH NECESSARY TD PERMIT PROPER FINE GRADING, TILLING, DR PLANTING ACCORDING TD PLANS AND SPECIFICATIONS. ALL ABANDONED UTILITY LINES UNCOVERED DR SEVERED SHALL BE CUT BELO\./ GRADE AND CAPPED DR PLUGGED \./ITH CONCRETE. EXPLOSIVES SHALL NOT BE USED FDR REMOVAL. \./HEN THE LDCATI□N OF UTILITY LINES IS SHD\./N ON THE PLANS DR HAS BEEN MADE KND\./N TD THE CONTRACTOR, ALL DAMAGE TD THESE LINES SHALL BE REPAIRED BY THE CONTRACTOR IN A MANNER APPROVED BY THE LANDSCAPE ARCHITECT AND AFFECTED UTILJTY. APPROVED FDR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AREAS. ANDSCAPE SPECIFICATI □NS F □R, P.E. __ _ EXP. ___ _ DATE REVIEWED BY: lflSPECTOR DATE PRUNING, AT ND TIME SHALL THE PLANT MATERIALS PRUNED, TRIMMED DR TOPPED PRI□R TD DELIVERY, AND BE ANY BE lt\,------------------,c----.----,r---r------.---~~=============================-----1 l--+----+------------f----1------J-----+------l I sH8EET / c ITY o F c ARLSBAD ~o ALTERATION ON THE SITE OF THEIR SHAPE SHALL CONDUCTED ONLY \./ITH THE APPROVAL AND IN THE PRESENCE THE LANDSCAPE ARCHITECT, OF DIGA -~RT . -Jli ~ w.~ ~-~ DIAL TOLL FREE 'i; • \ 1 -800 -422 -4133 I )J C!J AT LEAST TWO DAYS , BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Signqture DATE IMITIAL DArE IMlflAL Ef'!Glf'lEER OF WOR:~ REVISION DESCRIPTION OTI-IEF-1 APPROVAL DATE INITIAL Cl rY APPHOI/AL PLANNING DIVISION l___l_S:l_j ::==~====================--======: LANDSCi\Pf: lMl'fWVl•:MEN'I' Pl.ANS F'OI<: TIERRA LA COSTA ESFERA STREET & VENADO CARLSBAD, CA STREET APPROVED PLA~!~IING OWN BY: __ _ PROJECT NO. ORAWl~IG ~10. CHICO BY: __ _ RI/WO BY: MS 13-08 481-6L_ \ ' \ E. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TD PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUND UTILITIES DURING HIS GRADING AND CONDIT l □NING □PERA TIONS. F, FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE v/ITH ALL SURFACE DRAINAGE Av/AY FROM BUILDINGS, ',/ALLS, OVER M □vl CURBS, AND T □vlARD R□ADv/AYS, DRAINS AND CATCH BASINS. G. FINAL GRADES SHALL BE ACCEPTABLE TD THE LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS v/ILL BE ALLDv/ED TD BEGIN. H. PLANTING SURFACES SHALL BE GRADED v/ITH ND LESS THAN 2 PERCENT SURFACE SLOPE FDR POSITIVE DRAINAGE. I. J, 3.05 A. B. c. D. E. ALL ROCK AND DEBRIS SHALL BE REMOVED FROM PLANTING AREAS AND THEN FROM THE SITE IN ACCORDANCE v/ITH THE F □LL □vl!NG CRITERIA, l' DIA. IN LAv/N AREAS, 2' DIA. IN SHRUB AREA, 2' DIA. IN HYDR□SEED AREAS. FINISH GRADE SHALL BE 2' BEL □vl FINISH PAVING SURFACE IN SHRUB AREAS PLANTING INSTALLATION TIMING, ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERI □DS v/HEN v/EATHER AND SOIL C□NDITI □NS ARE SUITABLE AND IN ACCORDANCE v/ITH LOCALLY ACCEPTABLE PRACTICE. LAYOUT OF TREES, ALL TREES (24' BOX SIZE AND LARGER) SHALL BE PLACED IN THE LANDSCAPE PER THE DIRECTION OF THE LANDSCAPE ARCHITECT PRIOR TD INSTALLATION OF IRRIGATI □N SYSTEM. THE TREES SHALL THEN BE MOVED SD THAT PLANTING HOLES CAN BE EXCAVATED AND AMENDED. THE TREES SHALL THEN BE INSTALLED IN THEIR RESPECTIVE HOES AND POSITIONED IN THE HOLES PER DIRECTION OF THE LANDSCAPE ARCHITECT. LAYOUT PLANTING, L □CATI □NS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT. ALL CONTAINER PLANTS SHALL BE SET BY THE CONTRACTOR IN THEIR FINAL LOCATION IN THEIR RESPECTIVE CONTAINERS PRIOR TD DIGGING HOLES AND/DR PLANTING. ALL PLANT LOCATIONS SHALL BE CHECKED FDR POSSIBLE INTERFERENCE v/ITH EXISTING UNDERGROUND UTILITY LINES, BACKFILL FDR TREES AND SHRUBS, SHALL BE AS SPECIFIED IN SECTION 2.03. IF ARTIFICIAL DRAINAGE IS REQUESTED, THEN DRAINS SHALL BE INSTALLED FIRST, THEN BACKFILLED \/ITH SOIL. DISPOSAL OF EXCESS S □IL AND DEBRIS, ALL EXCESS EXCAVATED SUBS□IL, ROCKS AND DEBRIS SHALL BE LEGALLY DISPOSED OF OFF THE SITE BY THE CONTRACTOR AT HIS COST DR UTILIZED ON THE SITE AS DIRECTED BY AND AT THE OPTION OF THE LANDSCAPE ARCHITECT, 3.06 PLANTING TREES, SHRUBS AND VINES A. SOIL MOISTURE LEVEL PRI □R TD PLANTING SHALL BE ND LESS THAN HDRTICULTURALLY ACCEPTABLE. THE CONTRACTOR SHALL REQUEST APPROVAL OF MOISTURE, AND IF FOUND TD BE INSUFFICIENT FDR PLANTING, THE PLANTING PITS SHALL BE FILLED v/ITH ',/ATER AND ALL □vlED TD DRAIN BEFORE STARTING ANY PLANTING □PERAT!□NS. B. ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIDES v/ITH ROUGHENED SURFACES AND SHALL BE OF THE MINIMUM SIZES INDICATED ON DRAv/INGS. HOLES SHALL BE IN ALL CASES LARGE ENOUGH TD PERMIT HANDLING AND PLANTING v/ITH□UT INJURY DR BREAKAGE OF ROOT BALLS DR ROOTS, C. EXCAVATION SHALL INCLUDE THE STRIPPING AND STACKING OF ALL ACCEPTABLE SOIL ENCOUNTERED v/lTHIN THE AREAS TO BE EXCAVATED FDR PLANT PITS AND PLANTING BEDS. PROTECT ALL AREAS THAT ARE TD BE TRUCKED OVER AND UPON v/HICH SOIL IS TD BE TEMPORARILY STACKED PENDING ITS RE-USE FDR THE FILLING OF HOLES, PITS AND BEDS. D. PLANTS SHALL BE REMOVED FROM CONTAINERS IN SUCH A MANNER THAT THE BALL OF EARTH SURROUNDING THE ROOTS IS NOT BROKEN, AND THEY SHALL BE PLANTED AND v/ATERED IMMEDIATELY AFTER THE REMOVAL FROM THE CONTAINERS. E. THE PLANTS SHALL BE PLANTED AT APPROVED LOCATIONS v/ITH THE HERETOFORE SPECIFIED AMENDMENTS AND SOIL PLANTING BACl<FILL. F. BACKFILL SHALL BE PLACED AT THE BOTTOM OF EACH HOLE AND THOROUGHLY v/ATERED AND COMPACTED TD A DEPTH SD THAT v/HEN A PLANT IS PLACED IN THE HOLE, ITS ROOT CRDv/N IS SLIGHTLY ABOVE THE ESTABLISHED FINAL GRADE, AND UNLESS □THERv/ISE NOTED SHALL BE RAISED DR REPLACED AS DIRECTED BY THE Dv/NER'S REPRESENTATIVE, G. PLANTING TABLETS SHALL BE PLACED IN EACH PLANTING HOLE AT THE F □LL □vlING RATES AND PER THE MANUFACTURER'S REC □MMENDATI □NS.; 1 -5 GRAM TABLET PER INDIVIDUAL LINER AND FLAT SIZE PLANT. 1 -2l GRAM TABLET PER GALLON CONTAINER. 3 -2l GRAM TABLETS PER 5 GALLON CONTAINER. 4 -21 GRAM TABLET PER 15 GALLON CONTAINER. 1 -21 GRAM TABLET PER EACH 4 INCH BOX SIZE, RANDOM TESTING TD VERIFY PLANTING TABLET INSTALLATION SHALL BE CONDUCTED BY THE Dv/NER'S REPRESENTATIVE, H. ND PLANT v/ILL BE ACCEPTED IF THE R □□TBALL IS BROKEN DR CRACKED, EITHER BEFORE, DURING, DR AFTER THE PROCESS OF INSTALLATION. I. ALL PLANTS SHALL BE THOROUGHLY v/ATERED TD THE FULL DEPTH OF EACH PLANTING HOLE IMMEDIATELY AFTER PLANTING. K. GUYING, ALL TREES AND OTHER PLANTS INDICATED ON THE PLANS SHALL BE GUYED AS DETAILED. L. THE CONTRACTOR SHALL BE RESPONSIBLE FDR ALL SURFACE AND SUBSURFACE DRAINAGE REQUIRED v/HICH MAY AFFECT HIS GUARANTEE OF THE TREES, SHRUBS AND VINES. M. PRUNING AFTER PLANTING SHALL BE REQUIRED ON ALL TREES, SHRUBS, AND VINES v/HEN NECESSARY TD PROVIDE THE SPECIFIED DR APPROVED STANDARD SHAPES, FORM AND/DR SIZES CHARACTERISTIC TD EACH PLANT, PRUNING MAY INCLUDE THINNING, TOPPING, AND/DR CUTTING AND SHALL BE UNDER THE DIRECTI □N OF THE LANDSCAPE ARCHITECT. CUTS OVER 3/ 4-INCH IN DIAMETER SHALL BE PAINTED ',/ ITH AN APPROVED TREE SEALANT, N. ALL TREES 24' BOX AND LARGER SHALL BE SPOTTED, 3.07 PLANTING GR□UNDC □VER A. GRDUNDC□VERS SHALL BE PLANTED !fl THE AREAS INDICATED ON THE PLANS AND SHALL BE FREE OF SURFACE ROCK □VER 2' IN DIAMETER AND DEBRIS, B, IF THE TOP FOUR (4) INCHES OF SOIL IN THE AREA TD BE PLANTED IN GR□UNDC □VER IS NOT SUFFIC[ENTL Y MOIST (H□RTICUL TURALL Y ACCEPTABLE STANDARDS), THE AREA SHALL BE THOROUGHLY IRRIGATED AND ND LESS THAN Tv/ELVE HOURS SHALL PASS BEFORE PLANTING, C. GR□UNDC □VER PLANTS SHALL BE GR□vlN IN FLATS, VARIETY INDICATED ON THE PLANT LIST, FLAT GR □vlN PLANTS (ROOTED CUTTINGS) SHALL REMAIN IN THOSE FLATS UNTIL TRANSPLANTING. THE FLATS S□IL SHALL CONTAIN SUFFICIENT MOISTURE SO THAT IT v/lLL NOT FALL APART v/HEN LIFTING THE PLANTS. PLANTS SHALL BE PROTECTED AT ALL TIMES TD PREVENT DRYING □F THE ROOT BALL. D. GR□UNDC □VERS SHALL BE PLANTED IN STAGGERED, RANDOM RDv/S E. F. 3,lO A. B. C. D. AND EVENLY SPACED UNLESS □THERv/ISE NOTED AND AT INTERVALS CALLED OUT IN THE DRAv/INGS. THE SIZE OF PLANTING EXCAVATION FDR GR □UNDC □VER SHALL BE AT LEAST Tv/ICE THE DEPTH OF THE ROOT BALL. EACH PLANT SHALL BE PLANTED IN A MANNER THAT v/ILL ENSURE MINIMUM DISTURBANCE OF THE ROOT SYSTEM, BUT IN ND CASE SHALL THIS DEPTH BE LESS THAN Tv/0 NODES. EACH GR □UNDC□VER PLANT SHALL BE PLANTED v/ITH □NE 5 GRAM PLANTING TABLET INCORPORATED INT □ THE ROOT ZONE, PLANTING AREA SHALL BE HAND-SMOOTHED AFTER PLANTING TD PROVIDE AN EVEN AND SMOOTH FINAL FINISHED GRADE, TD AVOID DRYING OUT GROUNDC □VER, PLANTS MUST BE IRRIGATED AFTER PLANTING. THIS MAY BE DONE MANUALLY DR BY USING THE INSTALLED IRRIGATION SYSTEM. REPEATED APPLICATI □NS MAY BE REQUIRED, ESPECIALLY ON A SLOPING SITE. THIS INITIAL IRRIGATION SHALL CONTINUE UNTIL A ZONE AT LEAST Tv/ICE THE DEPTH OF EACH HOLE IS THOROUGHLY MOISTENED. POST FERTILIZATI □N TREES -POST FERTILIZATION SHALL OCCUR AT lOO DAY INTERVALS AFTER PLANTING. BORE HOLES AROUND DRIPLINE (VARIOUS DEPTHS) AND APPLY FERTILIZER AT THE RATE OF 1 LB. PER l' CALIPER IN HOLES. FERTILIZER SHALL BE v/IL- GR □ 14-7-3, SHRUBS -POST FERTILIZATION SHALL OCCUR 60 DAYS AFTER PLANTING AND APPLY FERTILIZER AT THE RATE OF l TEASPOON PER EACH l GALLON PLANT AND l TABLESPOON PER 5 GALLON PLANT. FERTILIZER SHALL BE (l4-7-3) v/IL-GRD DR APPROVED EQUAL. GR □UNDC □VER AND LAv/N AREAS -POST FERTILIZATION SHALL OCCUR 60 DAYS AFTER PLANTING AND APPLY FERTILIZER AT THE RATE OF 7 LBS/1,000 S.F. FERTILIZER SHALL BE 04-7- 3) v/IL -GR□ OR APPROVED EQUAL, ALL PLANTED AREAS SHALL RECEIVE NAIAD v/ETTING AGENT, 4 DZ. PER 1,000 S.F. 45 DAYS AFTER THE START OF THE MAINTENANCE PERI □D. 3.ll GENERAL MAINTENANCE AND ESTABLISHMENT PERIOD A. GENERAL, MAINTENANCE OPERATIONS SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL BE KEPT IN A HEALTHY, GR □vlING C□NDITI □N BY v/ATERING, FERTILIZING, PRUNING, SPRAYING, v/EEDING AND ALL OTHER NECESSARY OPERATIONS OF MAINTENANCE ALL AREAS SHALL BE KEPT FREE OF \/EEDS AND NOXIOUS GRASSES AND CLEAN AND FREE OF ROCKS, CLODS, AND DEBRIS. ALL PAVING AND v/ALKS SHALL BE KEPT CLEAR, CLEAN AND v/ASHED D□vlN. B. ESTABLISHMENT PERIOD, TREES, SHRUBS, VINES AND GROUND COVERS -THE ESTABLISHMENT PERIOD SHALL BEGIN ON THE DATE THAT THE CONTRACTING OFFICER INSPECTS AND GIVES ',/RITTEN PROVISIONAL ACCEPTANCE OF THE v/ORK AND SHALL BE NINETY (90) CALENDAR DAYS. THE ESTABLISHMENT PERIOD MAY BE EXTENDED DR SHORTENED AT THE DISCRETION OF THE LANDSCAPE ARCHITECT. C, MAINTENANCE □PERA TI □NS, PLANTS SHALL BE KEPT IN A HEAL THY, GRDv/ING C□NDITI □N BY v/ATERING, PRUNING, M□vlING, RESEEDING, ROLLING, RES □DDING, TRIMMING, EDGING, FERTILIZING, RESTAKING, PEST CONTROL, SPRAYING, v/EEDING AND ALL OTHER NECESSARY OPERATIONS OF MAINTENANCE. PLANTING BEDS SHALL BE KEPT FREE OF v/EEDS, GRASS AND OTHER UNDESIRED VEGETATIVE GRDv/TH, AND LAv/N AREAS SHALL BE KEPT FREE FROM ALL v/EEDS. DURING THE SPECIFIED MAINTENANCE PERIOD, ALL PLANTS THAT ARE DEAD DR SEVERELY DISTRESSED SHALL BE REPLACED IMMEDIATELY, ALL SEASONAL COLOR, ANNUALS DR PERENNIALS SHALL BE MAINTAINED IN A VIGOROUS, HEAL THY C □NDITI □N THROUGH THE MAINTENANCE PERIOD. D. EXTENDED MAINTENANCE, v/HEN, IN THE □PINION OF THE LANDSCAPE ARCHITECT, THERE IS IMPROPER MAINTENANCE, POOR DR UNHEALTHY CONDITION OF PLANT MATERIALS, THE CONTRACTOR SHALL BE RESPONSIBLE FDR ADDITIONAL MAINTENANCE OF THE vl□RK AT ND ADDITIONAL COST TD THE CONTRACT UNTIL ALL THE vl□RK IS ACCEPTABLE. E. PR□TECTI □N, THE CONTRACTOR SHALL BE RESPONSIBLE FDR PROVIDING ADEQUATE PROTECTION OF ALL PLANTING AREAS AGAINST TRAFFIC DR OTHER USE BY ERECTING FENCING DR OTHER ACCEPTABLE MEANS IMMEDIATELY AFTER THE PLANTING IS COMPLETED, v/ARNING SIGNS AND BARRICADES SHALL BE PLACED IN VARIOUS HIGH-TRAFFIC AREAS. DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR. F. v/EEDING AND CULTIVATING, ALL TREE, SHRUB, GRDUNDC□VER AND HYDR□SEEDED AREAS SHALL BE KEPT FREE OF DEBRIS AND v/EEDS. GRDUNDCDVER AND SHRUB AREAS SHALL BE KEPT FREE OF DEBRIS AND v/EEDS. GR □UNDCDVER AND SHRUB AREAS SHALL BE CULTIVATED AT INTERVALS OF NOT MORE THAN FOURTEEN 04) DAYS MINIMUM. G. REPLACEMENT, DURING THE MAINTENANCE PERIOD, PLANTS v/HICH DIE DR v/HICH ARE IN AN UNHEALTHY DR BADLY IMPAIRED CONDITION SHALL BE REPLACED BY THE CONTRACTOR v/ITHIN FOURTEEN (l4) DAYS AFTER UNSATISFACTORY C □NDITI□N IS EVIDENT, ND REPLACEMENT OF PLANTINGS SHALL BE MADE IN ANY SEASON DEFINITELY UNFAVORABLE FDR PLANTING. AT THE CONCLUSION OF THE MAINTENANCE PERI □D, THE LANDSCAPE ARCHITECT v/ILL MAl(E AN INSPECTION OF THE ',/ORK TD DETERMINE THE C□ND!Tl □N OF ALL PLANTS. ALL UNHEALTHY PLANTS SHALL BE REMOVED FROM THE SITE AND REPLACED v/lTH PLANTS OF THE SAME KINDS AND SIZES AS □RIGINALL Y SPECIFIED. SUCH REPLACEMENT SHALL BE MADE IN THE SAME MANNER AS SPECIFIED FDR THE ORIGINAL PLANTING AND AT ND EXTRA COST TD THE Dv/NER. H. ACCEPTANCE, AT THE CONCLUSION OF THE MAINTENANCE PERI □D, AN INSPECTI □N SHALL BE MADE BY THE LANDSCAPE ARCHITECT, UPON v/RITTEN NOTICE REQUESTING INSPECTION BEFORE ACCEPTANCE. MAINTENANCE PERIOD SHALL CONTINUE UNTIL ALL DEFICIENCIES ARE CORRECTED. DIGA ~RT ·----;; -----· vvvvvvv ·u :\ ... ... ........ II rn DIAL TOLL FREE Th n1, 1-800-422-4133 '/ V AT LEAST TWO DAYS \~ '---BEFORE YOU DIG i( ) Signqture * Ren Date 9/30/l4 I .j' Odte l/15/14 {. l'-1 Ii /41..\\\ E_" OF CALI ,v. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA /1\ APPROVED FDR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AREAS. ANDSCAPE SPECIFICATIONS F □R, P.E. __ _ EXP. ___ _ DATE REVIEWED BY: l~ISPECTDR DATE I SHgEET I CITY OF CARLSBAD LffiJ f---i------+------------------+----l-----l-------1----l PLANNING DIVISION Q t------1----t-----------------+---l----l-------+---I DATE INITIAL DATE INITIAL DATE INITIAL EMGINErn OF WORK REVISION DESCRIPTION OTHER APPROVAL Cl rY APPROVAL LANDSCAPE IMPROVI%1EN'I' PLANS FOR: TIERRA LA COSTA ESFERA STREET & VENADO CARLSBAD, CA STREET PLANNING DW~I BY: __ _ PROJECT ~ID. DRAWING ND. CHKD BY: __ _ RI/WD BY: MS 13-08 481-6L LANDSCAPE NOTES: 1. ALL LANDSCAPE A~ID IRRICATIO~I SHALL CO~IFORM TO THE CITY OF CARLSBAD'S LANDSCAPE MANUAL A~ID ALL OTHER APPLICABLE STANDARDS AS OF THE APPROVED DATE OF THESE PLANS. 2. TREES PLANTED WITHl~I 10 FEET OF WALKS, CURBS OR PAVl~IG SHALL BE PLA~ITED WITH A ROOT BARF<IER (BI0-BARRIEFl). 3. IF AW( EXISTING HARDSCAPE OR LANDSCAPE INDICATED ON THE APPROVED PLANS ARE DAMAGED OF< REMOVED DURING DEMOLITIO~I OR CO~!STRUCTION, IT SHALL BE REPAIRED AND/OF! REPLACED IN KIND AND EQUIVALENT SIZE PER THE APPROVED PLANS BY THE OWNER/PEFlMITTEE. 4. ALL LA~IDSCAPE MATERIALS SHALL BE PERMANENTLY MAINTAl~IED IN A GFWWING AND HEALTHY CONDITION AT ALL TIMES, l~ICLUDl~IG TRIMMl~IG AS APPF,OPRIATE TO MAINTAIN APPFWVED LA~IDSCAPE MATERIALS. 5. ALI_ PLANTING AREAS SHALL BE FINISHED WITH A 3 l~ICH LAYER OF SHREDDED BARI< MULCH (ECOBf\RI<). 6. NO ENHA~ICED HAROSCAPE PAVING SHALL BE COU~ITED TOWARD LANDSCAPE AREA CALCULATIONS. 7. NO BRUSH MA~IAGEMENT SHALL BE BE REQUIRED FOR THIS PROJECT. 8. SLOPES SHALL HAVE F,El~IFORCED STRAW MATTl~IG. 9. ALL UTILITIES ARE TO ElE SCREENED. MINIMUM TREE SEPARATION DISTANCE IMPROVEMENT/ MINIMUM DISTANCE TO STREET TREE A. A MINIMUM OF 3' OUTSIDE THE PUBLIC RIGHT-OF-WAY B. A MINIMUM OF 5' FROM PAVING C. A MINIMUM OF 7' FROM ANY SEWER LINES D. NOT IN CONFLICT WITH PUBLIC UTILITIES E. NOT TO BE ALLOWED ON STREET CORNERS WITHIN A TRIANGULAR ZONE DRAWN FROM TWO POINTS, 25' FROM THE BEGINNING OF CURVES AND THE END OF CURVES OR WITH IN SIGHT LINES AS DESCRIBED UNDER" SIGHT DISTANCE" (CARLSBAD LANDSCAPE MANUAL, SEE APPENDIX C.4) MAINTEf\lANCE RESPONSIBILITY NOTE THE PROPERTY OWNEF,S ARE RESPONSIBLE FOR THE CONTINUAL MAINTENANCE OF ALL LANDSCAPED AF,EAS ON SITE. THE EXISTING PLANTING AF<EAS WITHIN THE PUBLIC RIGHT-OF-WAY ARE TO BE f1IAl~ITAINED BY THE PROPERTY OW~IERS. ALL LANDSCAPED AREAS SHALL BE l<EPT FREE OF WEEDS AND DEBRIS. PLANTINGS SHALL BE tvlAINTAINED IN A HEALTHY, VIGOROUSLY GROWING CONDITION, AND SHALL F,ECEII/E REGULAR PRUNING, FERTILIZING, MOWING A~ID TRIMMING. IRRIGATION SYSTEMS SHALL BE REGULARLY INSPECTED A~ID l<EPT IN FULLY OPERATIO~IAL CONDITION ACCORDINC TO MANUFACTURERS' DESIG~I STA~IDARDS AT ALL TIMES. EXISTlf\lG SYMBOL ~ / "" I 0 ) "" / - DIGa H'RT ------;;I ~ ------...... -., ... I 1 -......... "· DIAL TOLL FREE .°7/'.li nil 1-800-422-4133 ~\ii V AT LEASI TWO DAYS BEFOflE YOU DIG ,;<. ~Signalu,e Ren Dale 9/J0/14 ) S' Dole i'/15/14 { ;;,r. 0"\ I; OF CALl'O UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA y \_ - TREE LEGEND TREE NO. BOTANICAL NAME COMMON NAME CONDITION 1 EUCALYPTUS SPP. EUCALYPTUS GOOD 2 EUCALYPTUS SPP. EUCALYPTUS GOOD 3 EUCALYPTUS SPP. EUCALYPTUS GOOD 4 EUCALYPTUS SPP. EUCALYPTUS GOOD 5 EUCALYPTUS SPP. EUCALYPTUS GOOD 6 EUCALYPTUS SPP. EUCALYPTUS GOOD 7 EUCALYPTUS SPP. EUCALYPTUS GOOD 8 EUCALYPTUS SPP. EUCALYPTUS GOOD 9 EUCALYPTUS SPP. EUCALYPTUS GOOD 10 EUCALYPTUS SPP. EUCALYPTUS GOOD 20 10 0 TRUNK CALIPER COMMENTS 36" REMOVE, GRIND STUMP 24" REMOVE, GRIND STUMP 24" REMOVE, GRIND STUMP 20" REMOVE, GRIND STUMP 20" REMOVE, GRIND STUMP 40" REMOVE, GRIND STUMP 24" REMOVE, GRIND STUMP 24" REMOVE, GRIND STUMP 24" REMOVE, GRIND STUMP 18" REMOVE, GRIND STUMP ~: 20 40 SCALE: 1 " = 20 APPROVED FDR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION □F PLANTING AREAS. REE SURVEY F □R, PE. __ _ EXP. ___ _ DATE 60 F<EI/IEWED BY: l~ISPECTOR DATE 1---l2-J'.3_ 10+,_J_P_B +--1-11/_L_A~_, _c_HA_N_G_E _A_oo_r_io_N_AL_AR_E_A_s --+----+--+----+----1 ~0 c ITY OF c ARLS BAD ~0 ~ PLANNING DIVISION ~ DATE lf\llTIAL DATE IMITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION orHER APPROVAL CITY APPROVAL ~L=A:::N=D:::S C:::' ,~'\ [:::' 1=,; :::l:::M:::P:::IIC:::l :::VE:::•' ~==IE:::•' N:::'I=' :::P:::L=A:::N:::S =1:::,,0:::I=<: ==='..'.:::==::::; TIERRA LA COSTA ESFERA STREET & VENADO STREET CARLSBAD, CA APPROVED W,,..-I I l / c_v C::f e:l~--ojt I· 11-1+_ PLANNING DATE DW~I BY: __ _ PROJECT ~10. DRAWl~!G ~10. CHKD BY: __ _ RVWD BY: MS 13-08 481-6L