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HomeMy WebLinkAboutDWG 485-8L; SDP 14-09; TAMARACK BEACH CUSTOM HOMES; 01-11PLANS PREPARED FOR, RINCON REAL ESTATE GROUP, INC.. 1520 N EL CAMINO REAL, UNIT 5 SAN CLEMENTE, CA "12612 LANOSCAPE ARCf=ll~rf;C"TURAl= PLANS fOR: TAMARACK BEACH CUSTOM HOMES SHEET INDEX, PLANS PREPARED BY, <SMP 4010 SORRENTO VALLEY BLVD_, SUITE .200 SAN DIE&O, CALIFORNIA "1.2101 858 558 _8"111 RINCON REAL ESTATE GROUP1 INC, SHEET TITLE SHEET CONSTRUCTION PLAN 4 NOTES CONSTRUCTION DETAILS IRRIGATION PLAN $ LEGEND IRRIGATION DETAILS/NOTES IRRIGATION SPEGIFIGATIONS PLANT! NG PLAN II: LEGEND PLANTING DETAILS, NOTES, SPEGS 11: MAI NT_ MAP SHEET NUMBER 01 0:2 SHEET SEQUENCE TS-0I LC-0I LG-02 Ll-0I v-Jv,Jv-J _gm p lcindar-ch .com r;ENERAL CONDITIONS 9'0RT FORM PROTECTION OF LIFE AND PROPERlY I. Contractor shall protect all construction and landscaping From damage and, .;hen required, provide guc:rd; or coverng. Any d<lmaga shall be repaired or rap laced at the Contractor's expanse. Contractors on the job chall camJ the follo.;ng lnsuraice, (Q) ~orker's Compensation, (b) Fublic Comprehersive General Llabili~, and (c) Properly Damage. In an emergency threatening the safety of life, aork or adjoining properti, the Contractor is hereby instructed to acl al his discretion to prevert sue-h loss or injUry and shall maintain t~ follo.;ng minimum liabili~ insurance coverage during the contract period. COVERAGE Automobile I Vehicle 6odily Injury, Froparty Dom"l• 11poopoo par Occurrence II P00,000 per Individual, per Occurrence 12,000,000 par Ow.rrenco, aggregate 2. The Contrador shall cc1.,sa to ba named as additional inecrad in such Contractor's Public Liability, Contractor's Protedlva Liability and Automobile Liability Insurance policies tho follo"ing· (a) R·noon Rool Estate oroup, Inc, 1520 N El Gamino l<aal, Lhit ,, 5an Golamento, CA ~2612, (b) ~illespie Moody Patterson., 4010 S,rranto Valley Blvd 5uito 200, San Diogo California q2121. Contractor Nill provide C.6. 2020 II/B5 endarsamemt. B. Contractor shall not cause this policy to be cancelled or permit it to lqise, and the insurance policy shall include a clause to the effect that tho policy shall not, at any time during tho constructk!n pi>riod, be cancelled or recked, restricted or limited until fifteen (15) days ofter all additional insureds have received r,ritten notu as evidenced~ returned receipts of registered or certified latter,. 4. The Contractor agrees to hold the o"ner and Landscape Architect hcrmless from any claims oreing out of his operationo of any of his sub contractors, mateMal supplies, or agents. 5. All local, m"1ic·pal and state l°"s, rules and regulation, governing or relafmg to any por\ian of this nork are r.,recy incorporated into and made a part ol these speclflcali0!15 and their provision; shall be carried out by the contractor. b. Tho contractor shall verily the lo,atk>ns of all existing utilities, structures, and services before commencing work. The locolions of utilities, structures and services sho"n in those plans are approximate 0t1ly. Any disaepancies between the;e plans ond actual field conditions shall be reported to the o,;nor or lal'dscape architect. 1. The contractor shall proted all existing ulilitie, and features to remain on, and adjacent to, the project site during construction. Contractor shall repair, at his o"n expen,e, all damelg• re,ulting from hia operotion; or negligence. q. Farmit. for ani construction depicted in those plans sholl be cbtoinaci bj tho contractor. 10. Gontractor shall hove a valid contractors license required for tho particular l'<lrk beng dona. Contractor shall not allo• tho lioerse(sJ to lapse ciJrng tho contract period. LANDSCAPE INSPECTION NOT1'5 A) A SITE INSPECTION SHALL BE PERFORMED BY THE RESPONSIBLE LAND5GAFE ARCHITECT TO CERTIFY GOMPLIANCE i11TH THE AFPROVED EROSION C0NT'ROL-LAND¼AFE PLAN. l"IRITTEN CERTIFICATION TO THE 6UILDIN5 DIRECTOR SHALL CERTIFY THAT THE SOILS, ADDITIVl:S AND AMENDMENTS, l"IEED CONTROL, FLANTIN6 OF THE SL0FE5 AND INSTALLATION OF THE IRRl6ATI0N SYSTEM GOMFLIES l"lllH THE APPROVED EROSION CONTROL-LANDSCAPE PLAN. CERTIFICATION SHALL 6E :IJBMlffiD AND APPROVED PRIOR TO CALLING FOR FINAL INSPECTION. I) TIIE LANDSCAPE ARCHITECT CERTIFICATION SHALL CONTAIN A 5TATEt-1ENT AS TO THE 6R0i11NG STOCK VIABILllY, r+IENEvER CONTAINER GROl"IN PLANT MATERJAL IS INSTALLED. Dl(i ALERT CALIFORNIA STATE LAI'! SAYS YOU MUST CALL BEFORE YOU DI&. 50VERNt-1ENT GODE SECTION 421b-421M STATES THAT "EXCAVATION" hRADIN6, Tl<fNCHIN6, Dlr;r;INE,, DITCHINEi, DRILLIN6 AUeJ.IRINEi, TUNNELIN6, 5GRAPING, GAELE OR PIPE PL0i11N5, DRIVINo, FOUNDATION Dl661N6, LANDSCAPE Dl66ING PLUMBIN6, FENCE POST OR ANY OTI-IER f'IAY. OUR PEls'!IT FOR Dl661NG V'ILL NOT BE VALID i11THOUT A DI(; ALERT TICKET NUMBER AND NOTIFICATION TrlAT lHE MARKOUT HAS BEEN GOMFLETED. THERE IS ALSO A 14-DAY l'IINDOl'I (SECTION 421b.(EJ) IN l'IHIGH YOU MUST GOMFLETE THE PROPOSED DloolN0. IF YOU i11LL NEED ADDITIONAL Tlt-1E BEYOND THE 14 DAYS. IT 15 YOUR RESPONSIBILllY TO RECALL Dl6 ALERT. Dl6 ALERT TOLL-FREE NUM6ER IS l-800-422-4153 HOLD HARMlESS AND INDEMNIFICATION CLAUSE CONTRACTOR MREES THAT HE SHALL ASSUt,if SOLE RESP0NSIBILllY FOR ,OB SITE CONDITIONS Dl,RIN& lHE COURSE OF CONS~TI0N OF THIS PROJECT, INGLUDIN5 SAFElY OF ALL PERSONS AND l'ROPERlY; THAT THIS REG!JIREMENT SHAlL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NCRMAL Y10RKIN6 HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OMR, THE GITT'/CQJNTT' OF LOCAL Ji,RISDICTI0N, AND THE LANDSCAPE ARCHITECT HARMLE55 FF(QM ANY AND ALL LIAEILllY REAL OR ALLEGED, IN CONNECTION /ilTH THE PERFORMANCE Of ~ORK ON THIS PROJECT, EXCEPTING FOR LIA61LllY ARISING FROM THE SOLE NEGLIGENCE OF THE 0~NER, THE CllY/WUNlY OF LOCAL JURISDICTION, OR THE LAND5CAFE ARCHITECT. TAKE MCEDENCE THE CITY OF CARLS6AD LAN!?¼APE STANDARDS REGlUIREMENT5 SHALL TAKE FRE:;EDENCE OYER THE AFFR0VED LANDSGAFE PLANS. SHOULD A DISCREFA~Y OCCUR BETl"fEN ANY NOTES, SFEClflCATI0NS, DETAILS, SITE CONDITIONS, OR OTHER Sl1UATION RE6AFlllN6 THE INTERFRETATION OF CONSTRUCTION FR0H THESE FLANS, THE CITY REFRESENTATIVE!S DEC,l510N SHALL EE FINAL. LANDSGAPE 1/'llLL BE PROVIDED PER THE ATTAGHED PLANS AND THE STANDARDS AND REQUIREMENTS NOTED ON THESE PLANS, PRIOR TO COMMENGEMENT OF BUILDIN& CONSTRUCTION, FINAL LANDSCAPE PLANS V'llLL BE PROVIDED INCLUDIN& PRECISE PLANTIN6, IRRl6ATION, LANDSCAPE Ll6HTIN6, CONSTRUCTION PLAN AND DETAILS, LANDSCAPE DRAINA6E, SPECIFICATIONS AND SAMPLES PER THE CITY OF CARLSBAD DESl6N 6UIDELINES. NOTES, + A SEPARATE CITY REVIEV'l AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A 8UILDING PERlv11T. CITY APPROVAL OF THE5E PLAN5 15 FOR LANDSCAPE PLANTING $ IRRIGATION ONLY. + PRIOR TO OCCUPANCY AND/OR SECURITY RELEASE THE LANDSCAPE ARCHITECT OF v'lORK SHALL REVIEl-'4/INSPECT THE PROJECT AND PROVIDE A CERTIFICATION LETTER FOR RELEASE OF SECURITIES, AN IRRl6ATION SCHEDULE AND LANDSCAPE AND IRRIGATION lv1AINTENANCE SCHEDULE AS REQUIRED BY THE CITY v'lATER ORDINANCE. N w E s 1"=1000' . . VICIN!Tt /V!AP (N.T_S.) NOTES, A THE SECURITY RELEASE LETTER SHALL CERTIFY THAT HE OR SHE HAS INSPECTED THE i"IORK AND THAT THE FROJECT COMFLIES Y'IITH THE FOLLOY'IIN6 CONDITIONS, I. HAS BEEN MAINTAINED IN SIJB5TANTIAL CONFORMANCE TO THE APPROVED PLANS. 2. 15 GROl"IING IN A HEAL THY AND THRIVING CONDITION. 3. ALL PLANTINGS REQUIRED UNDER SECTION IVE OF THE LANDSCAPE MANUAL HAYE BEEN ESTABLISHED AS AN EFFECTIVE SURFACE EROSION CONTROL 4. THERE IS NO EVIDENCE OF EXCESSIVE RIJN OFF FROM THE IRRl6ATION SYSTEM CAUSIN6 A SOIL EROSION PROBLEM. 5. AS·EJIJIL T LANDSCAFE FLANS FOR THE BONDED l'<ORK SHALL BE SUBMITTED TO AND AFFROVED BY THE CITY. B. AN IRl<IC?ATION l"<ATEl<IN5 5C.HEDULE SHALL BE Fl<EFARED BY THE FROFESSIONAL OF RECORD FOR ALL LANDSCAFE Fl<0JEGTS SIJBJEGT TO THE l'<ATEI< EFFICIENT LANDSCAPE ORDINANCE. THE SCHEDULE SHALL BE SUBMITTED TO THE CITY PRIOR TO 6RANTIN5 A PERMIT OF OCCUPANCY AND SHALL INCLUDE THE FOLLOl'<ING INFORMATION, I. A DESCRIPTION OF THE AUTOMATIC IRRIGATION SYSTEM THAT l'<ILL BE USED FOR THE PROJECT. 2. THE ETO DATA RELIED ON TO DEVEL0F THE IRRIGATION SCHEDULE, INCLUDING THE SOURCE OF THE DATA 9. THE TIME PERIOD Y'IHEN OVERHEAD IRRl5ATION Y'IILL BE SCHEDULED AND CONFIRM THAT NO OVERHEAD IRRIISATION SHALL BE USED BETl'<EEN ~,00 AH AND 10, 00 F.M. 4, THE PARAMETERS USED FOR SETTING THE IRRIGATION SYSTEM CONTROLLER FOR VIATERING TIMES FOR a) THE PLANT ESTABLISHMENT PERIOD Bi ESTABLISHED LANDSCAPIN5 G) TEMPORARILY IRRIGATED AREAS d) DIFFERENT SEASONS DURING THE YEAR 5. THE CONSIDERATION USED FOR EACH STATION FOR THE FOLLOl"IIN6 FACTORS, a) THE DAYS BEmEEN IRRIGATION b) STATION RUN TIMI: IN MINL/TES FOR EAGH IRRl6ATION EVENT, DES16NED TO AVOID RUNOFF G) NUMBER OF CYCLE STARTS REQUIRED FOR EACH IRR16ATION EVENT, DES15NED TO AVOID RUNOFF d) AMOUNT OF !"!ATER TO BE APPLIED ON A MONTHLY BASIS e) THE ROOT DEPTH SETTIN5 I) THE PLANT TYPE SETTING gJ THE SOIL TYPE h) THE SLOPE FACTOR 1) THE SHADE FACTOR C. A MAINTENANCE SCHEDULE FOi< THE LANDSCAPIN6 AND IRl<IG>ATION SYSTEM SHALL BE PREPARED FOR ALL LANDSCAPE PRO-ECTS SUBJECT TO THE "1ATER EFFICIENT LANDSCAPE ORDINANCE. THE SCHEDULE SHALL BE SIJEMITTED TO THE CITY PRIOR TO 6RANTIN6 A FERMIT OF OCCUPANCY AND SHALL INCLUDE PROVISIONS FOR THE F01LOV'llN5, I. GENERAL LANDSCAPE AND IRRIGATION MAINTENANCE. THE SCHEDULE SHALL IDENTIFY THE ENTITY THAT l"IILL BE RESPONSIBLE FOR MAINTENANCE AND SHALL PROVIDE FOR ALL OF THE GENERAL LANDSCAPE AND IRRIG>ATION MAINTENANCE REQUIREMENTS. 2. Y'IATER EFFICIENT LANDSCAPE MAINTENANCE. IN ADDITION TO THE 5ENERAL MAINTENANCE REQUIREMENTS, THE MAINTENANCE SCHEDULE FOR LANDSCAPE PROJECTS THAT ARE SUBJEC.T TO THE !"!ATER EFFICIENT LANDSCAPE ORDINANCE SHALL INCLUDE PROVISIONS TO, aJ MAINTAIN AND OPERATE THE LANDSCAPING AND IRRl6ATI0N SYSTEM ON THE PROPERTY CONSISTENT "11TH THE MAl'IA. b) MAINTAIN THE IRRIG>ATION SYSTEM TO MEET OR EXCEED AN IRRl6ATION EFFICIENCY NECESSARY TO MEET MA"1A, G) REPLACE BROKEN OR MALFUNGTIONIN6 IRRIGATION SYSTEM COMPONENTS V'llTH COMPONENTS OF THE SAME MATERIALS AND SPECIFICATIONS, THEIR EQUIVALENT OR BETTER. ENSURE THAT l"IHEN VEGETATION IS REPLACED, REPLACEMENT PLANTINGS ARE REPRESENTATIVE OF THE HYDROZONE IN V'lHIGH THE PLANTS ~RE REMOVED AND ARE TYPICAL OF THE "1ATER USE REQUIREMENTS OF THE FLANTS REMOVED, SO THAT THE REPLACED VEGETATION DOES NOT RESULT IN MIXING HIISH "1ATER USE PLANTS Y'IITH DECLARATION Of RE5PON51BLE C.HARG-E 03 04 05-0b 01-08 ooi 10-11 Ll-02 TO Ll-03 Ll-04 TO Ll-05 LP-0I LP-02 TO LP-03 I HEREBY DEC,LARE THAT I AM THE LANDSC,AFE ARC,HITEC,T Of l'!0RK FOR THIS PROJEC,T, THAT I HAVE EXERCISED RESPONSIBLE CHAR6E OVER THE DESIGN Of THIS PROJEC,T AS DEFINED IN SECTION b103 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT l'!ITH CURRENT ST Ai'IDARPS. I UNDERSTAND THAT THE C,HECK Of PROJECT DRAl'!ING5 AND 5PECIFICATICNS BY TI-IE CITY OF CARLSBAD AND THE SAN DIE60 COUNTY DEPARTMENT Of ENVIRONMENTAL HEAL TH IS CONFINED TO A REVIEI'! ONLY AND DOES fk?T RELIEVl: ME, AS LANDSCAPE ARCHITECT Of l'iORK, OF MY RESFONSIBILITIE5 FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN 9.165TANTIAL CONFORMANCE l'!ITH THE APPROVl:D LANDSCAPE CONCEPT PLAN, l'!ATER CONSERVATION PLAN, STORM l'iATER POLLUTION PREVENTION FLAN, FIRE PROTECTION FLAN, AND ALL CONDITIONS Of APPROVAL RELATED TO LAND¼APING ~/ BY, ~~:::-::~4·-~=:__ ______ _ ~ I ~ JOHN PATTERSON FIRM NAME AND ADDRESS GILLESPIE MOODY PAmRSON, INC. 4010 SORRENTO VALLEY OOULEVARD, SUITE 200 SAN DIEGO CA q2121 PHONE NO., (85B) 55B-Bq11 REGISTRATION NO. CA 3503 EXPIRATION DATE 02-li ~ATER EFFICIENT LANDSCAPE DECLARATION, DA TE ,t-( 4:'-(0 I AM FAMILIAR l'!ITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD$ LANDSCAPE MANUAL I l'!ATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE l'!ITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE flAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF ~ATER. NAME: J f N ~ A HERSON (85B) 558 • B~11 PHONE t,.tJ, CITY OF CARLSBAD NOTES INSPECTION PROCEDURES, 4---(~•rb DATE LA 3503 02-11 RE1;,ISTRA TION NO EXP. DATE I. INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE l'!ORK, OR HIS DESl1;,NATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. 2. F0LL0l'!ING THE COMPLETION OF ViORK, THE LANDSCAPE ARGHITECT OF THE ~ORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY 9JBMITTING THE "FINAL LANDSCAPE CERTIFICATION FORM". A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY GALLING THE INSPECTION REQUEST LINE. 'flNAL LANDSCAPE CERTIFICATION FORM" FAX TO: 160-~44--11~49 LANDSCAPE INSPECTION REQUEST PHONE LINE, 1b0-602-4b02 3 ALL IRRIG,ATION BACKFLOIAI FREVl:NTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS t-1.!ST BE GIVl:N TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE B!:T~EEN THE METER AND BACKFLO~ PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVl:D CONTRACT BACKFLO~ TESTERS CAN BE FOUND ON THE CITY V'IEB SITE AT http./ /"eb.ccr lsbadGa.gov /serv·1ces/de,partments/1'1ater/Documents/1'1aterbackf lol'ltesterlist.pdf 4_ l'IATER SERVICE (POINT OF CONNECTION) INSTALLATION FOR LANDSCAPE SHALL BE IN PLACE AS REOIJIRED TO COINCIDE l'IITH PLANTING TIMING SPECIFIED IN SECTION V. 5. PRIOR TO BEGINNING, LANDSCAPE JII0RK THE CONTRACTOR SHALL CONTACT THE DESIGNER OF V'I0RK PRIOR TO BEGINNING LANDSCAPE V'IORK AND THE DESIGNER OF V'IORK SHALL REVIEV'I THE PRoJECT UTILITY LOCATIONS AND REVISE PLANS AGCORDIN<5LY TO FULLY SCREEN ALL UTILITIES FROM VIEi'! AND PROTECT ALL UTILITIES (,ABOVE 4 BELOW GRADE) FROM INVASIVE PLANT '7ROV'ITH AND ROOTS. 1st SUBMITTAL: 06-16-15 2nd SUBMITTAL: 09-22-15 3rd SUBMITTAL: 04-07-16 GMP JOB NO: 14-088 APPROVED FOR IRRl6ATION AND PLANTING ONLY, INCLUDIN<S PRECISE LOCATION OF PLANTING AREA. FINAL SUBMITTAL: 04-18-16 RCE ___ EXP, ___ _ DATE REVIE'wED BY• LOI"! J,',IATER USE PLANTS IN THE SAME HYDROZONE. ~-----------.----,---.-------------------,---J.,---r---r--...-----'-------------------t INSPECTOR DATE u " -a _..., 11osc.4p \.\er.son m gmp!and@r.:h.torn r ass sss a9n I OSHE1ET I CITY OF CARLSBAD l---+---f------------------+---+---f-----11-----1 PLANNING DIVIS!□N ~ lUJ l---+---f------------------+---+---f-----11-----1 LANDSCAPE TITLE SHEET FOR: TAMARACK BEACH CUSTOM HOMES 299, 295 B. 291 CHINQUAPIN AVENUE CARLSBAD, CA 92008 TS-01 APN: 206-080-13-00 1-----+----+--------------+----+----+---+-----1 1-AP_P_R_ov_E_o_~FtJ}_-~-{:_~l~·~f:.J~l---~~~rtt:~--'-1--~. l'-4 f---t---1-----------------t---t---t----t---l ~P~L~A:;:N':;N~I N;:::G'::::::::==::::;-;,=-=-=-=-=====~~~.::::-=~~-=-=-=._=,-;=D:::A==T:=E==:=== OWN BY: PROJECT NO. DRAWING NO. ~~~g ~~:-~ SDP 14-09 485-BL DATE INITIAL DESIGNER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION 0lHER APPROVAL CITY APPROVAL PLOT llJA lE: April 14, 2016 CON5TR.UC Tl ON NOTES 6ENERAL CONSTRUCTION NOTE I I CJ ' V ALL MATERIALS AND METHODS OF INSTALLATION SHALL BE PER 116REENBOOK11 STANDARD SPECIFICATIONS FOR PUBLIC V'!ORKS CONSTRUCTION, 2003 EDITION, UNLESS OTHERV'IISE NOTED. THE CONTRACTOR SHALL CONTACT AND SCHEDULE V'IITH THE Gin' THE FOLLOV'!ING MASONRY INSPECTIONS: I. CONCRETE FLATV'IORK FORMING. 2. CONCRETE COMPLETION. GR.AD I NG AND DR.A I NA6E NOTES I. ALL SURFACE DRAINA6E TO BE AV'IAY FROM ALL FOOTIN<SS, FOUNDATIONS AND BUILDIN0 V'IALLS AT MINIMUM OF 2%. 2. CROSS SLOPE V'!ALKS AND PAVING 2% MAXIMUM, UNLESS OTHERV'IISE NOTED. 3. SURFACE SLOPES SHALL BE A MINIMUM OF 2% TO DRAINS IN ALL PLANTIN6 AREAS. 4. SPECIMEN TREES SHALL BE IN PLACE PRIOR TO INSTALLATION OF DRAIN LINE. DRAIN LINE PLACEMENT SHALL BE ADJUSTED AROUND TREES. 5. LAY DRAIN LINES V'IITH 2% MINIMUM FALL USE Rl61D, NON PERFORATED DRAIN PIPE. NO CORRU6ATED TYPES IS TO BE USED. 6. ROUND TOES AND EDGES OF ALL SLOPES. CONTOUR SLOPES BETV'IEEN f'1ALKS AND BUILDIN6S. DRAIN SV'lALES ARE TO BE INSTALLED BETV'lEEN BASE OF SLOPES AND V'lALKS, PAYIN6 AND BUILDINGS. i. REFER TO CIVIL ENGINEER DRAf'11NGS FOR ADDITIONAL GRADES AND INFORMATION. VERIFY ON-SITE AND REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFORE START OF ANY V'lORK ON THIS CONTRACT. 8. f'1HEN PERFORATED DRAIN PIPE IS SPECIFIED, PERFORATIONS IN PIPE SHALL FACE DOV'lNV'lARD IN TRENCH. Cl VERIFY ALL INVERT ELEVATIONS AT PROPOSED TIE-INS PRIOR TO INSTALLATION. MAKE ANY ADJUSTMENTS AS NECESSARY TO ALLOV'l 2% MINIMUM FALL FOR REQUIRED DRAINAGE OF LINES. 10. ALL TOP-OF-GRADE AND INVERT ELEVATIONS INDICATED ARE APPROXIMATE. VERIFY IN FIELD TO INSURE 2% MIN. 11. CONSULT OV'lNER FOR FS Of ENTRY STOOP IN RELATION TO FF OF BUILDING. ENTRY STOOP TO BE A MINIMUM OF I II BEL0¥'1 STUCCO SCREEDS. 12. CONTRACTOR SHALL ENSURE THAT EARTH MOUNDING DOES NOT INTERFERE V'llTH SV'!ALES DEPICTED ON CIVIL ENGINEER'S GRADING PLAN. 13. MAINTAIN 12" MINIMUM GOVER OYER ALL DRAIN LINES. CONCRETE FLATV¾lOR.K I. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH IN 2B DAYS Of 3,000 PSI. CEMENT SHALL BE TYPE I. USE ONLY 3/411 AGGRAGATE, CONTRACTOR SHALL INSURE MIX FROH BATCH PLANT 15 FREE OF DELITERIOUS MATERIALS 2. REINFORCING SHALL COMPLY r"!ITH ASTM A015, GRADE 40 OR TO NOTES ON DETAILS. 3. NO PIPES OR DUCTS SHALL BE PLACED IN CONCRETE COLUMNS, V'lALLS OR SLABS UNLESS SPECIFIGALL Y DETAILED. 4. REINFORCING DETAILING SHALL CONFORM TO THE CONCRETE REINFORCING STEEL INSTITUTE 11MANUAL OF STANDARD PRACTIGE,11 LATEST EDITION. 5. REINFORCING, ANCHOR BOLTS AND ALL OTHER EHBEDDED ITEMS SHALL BE SEGUR.ELY HELD IN POSITION PRIOR TO PLACING CONCRETE. 6. V'lALLS AND COLUMNS SHALL BE DOV'lELED FROM SUPPORTS V'llTH BARS OF THE SAHE SIZE AND SPACING. 1. SPLICE CONTINUOUS REINFORCING V'JITH 40 DIAMETERS MINIMUM LAP. 8. ALL EXPANSION JOINTS SHALL RECEIVE 1/2-INCH PRE-HOLDED FELT MATERIAL INSTALLED V'lHERE INDICATED, AT ALL BUILDINGS, V'IALLS AND FIXED IMPROVEHENTS. 9. ALL EXPANSION JOINTS SHALL RECEIVE 1/2-INCH THICK SEALING COMPOUND. COLOR TO MATCH ADJACENT SURFACE COLOR. 10. ALL CONCRETE V'lALKS AND CONCRETE ACROSS DRIVES SHALL RECEIVE A HEDIUM BROOM FINISH, UNLESS OTHERV'IISE INDICATED. II. CONTROL JOINTS SHALL BE TOOLED 1/4-INCH V'IIDE BY I/4-INCH DEEP AS INDICATED. 12. V'lEAKENED PLANE JOINTS SHALL BE 1/4-INCH V'llDE BY 1/2 SLAB THICKNESS DEEP. TILE/PAVER.S I. 2. CONTRACTOR SHALL SUBMIT A SAMPLE OF EACH TYPE Of TILE/PAVER AND GROUT GOLOR INDICATED ON PLANS TO LANDSCAPE ARCHITECT FOR APPROVAL BEFORE STARTING r"!ORK. CERAMIC TILE GROUT SHALL BE ONE (I) PART PORTLAND CEMENT AND ONE (I) PART GRADED SAND JllllTH COLOR AND V'lATERPROOFING ADDITIVES SETTING BED: SPREAD SETTIN6 MORTAR BED ON FRESHLY PREPARED SLABS. MINIHUM THICKNESS AS SHOV'lN ON DRAV'llNG. VERIFY ELEVATION OF DRAINS AND POOL EOUIPHENT TO DETERMINE THAT PROPER PITCH FOR DRAINAGE GAN BE OBTAINED. IF ANY DRAINS OR FIXTURES ARE FOUND TO BE TOO HIGH OR TOO LOV'l, CORRECT BEFORE START OF V'lORK. SET SCREEDS TO REQUIRED LEVELS AND SLOPES. TAMP HORTAR DENSE AND SOLID. REMOVE ANY MORTAR NEARING INITIAL SET BEFORE TILE IS PLACED. '----~--' PA ;3 FF-51.6 PAD-50.9 10 5 i o--11111110~~~20--111111so SCALE: 1" 10' CONSTRUCTION LEGEND, EXISTIIIS f\JBLIC SIDEYIALK TO REMAIN PROJECT DRM:i'IAY, PER CIVIL EIISIN!:ER EXISTIIIS RfTAININ6 YWl PER CIVIL EIISINEER, TO REMAIN AND Bf REFINISHED I PAINTED TO MA TGH EUILDIIIS 0 GUF<B AND oUTTEl'i, PER CIVIL EN&INEER 0 PERMEABLE PRf,<;AST VEHICULAR CONGRElE PAYERS SHALL BE BElhARD 'AGUA ROG', COLOR TO BE 'TO¼ANA' (80 MM IN VEHlaJLAR U:;E Al<Ef>5) -SEE DETAIL ON CIVIL ENG,INEER'S PLANS SHEET 2 6 VEGETATED Sl"W.E, PER CIVIL EN611ffR ; F'ROF'Efl.lY LINE i; DRAINA6E PER CIVIL EN61NE!'R ~ 6' V\000 FENCING, -SEE DETAIL C/LC-02 lo PATIO f'IALL PER ARG!,ITEU 11 PRIVAlf PATIO PER ARGHITECT 1:1 ~IT ENTRY SlcPS -SEE DETAIL E/LC-02 IS RIP-RAP, PER CIVIL EN61NEl'R 14 3' lllDE HOOD 1,Alf -SEE DETAIL B/LC-02 15 NATIIRAL 6RAY CONCRETE i'\1.IGHT SANDBLAST FINISH -SEE DETAIL D/LC-02 e INT1:6RAL COLORED CONCRETE PAVER BANDIIIS COLOR TO BE DAVIS COLORS 'COCOA' V'!ITOFCAST 15 FINISH -SEE DETAIL F/LC-02 @ITEM OMITlf[) ~42" HIGH '100D MTE -SEE DETAIL 6/LC-02 0 42" HIGH ViOOD FENCE -SEE DETAIL H/LC-02 GMP JOB NO: 14-088 1st SUBMJTT AL: 06-16-15 2nd SUBMITTAL: 09-22-15 3rd SUBMITTAL: 04-07-16 FINAL SUBMITTAL: 04-18-16 11 AS BUIL T 11 4. SETTING AND GROUTING TILES: AFTER SETTING BED HAS SET SUFFICIENTLY, SPRINKLE DRY APPROVED FOR IRRIGATION RCE__ EXP, __ _ DATE 5, PORTLAND CEMENT ON SURFACE AND COMMENCE LAYIN6 TILE. SET STRAIGHT EDGES TO AND PLANTING ONLY, LINES ESTABLISHED TO KEEP JOINTS PARALLEL AND UNIFORM OYER ENTIRE AREA TAMP INCLUDING PRECISE LOCATION REVIE\./ED BY, TILE SOLIDLY INTO BED USING V'lOOD BLOCKS OF SIZING INSURING SOLID BEDDING FREE OF PLANTIN& AREA. INSPECTOR FROM DEPRESSIONS AND HIGH SPOTS. ,---------:--:---r---,--r-------------,--i,---,,---,----r----L~:.:.:_::..;__...::._::.._:.:._::..:.~_-_-_-_-_-_-_-_-_-_-_-_-_-___:=-=D:..:...AT:_::E_--1 FINISH FLUSH V'llTH ADJACENT PAVING, POOL EQUIPMENT AND/OR C I SOH2T I CITY OF CARLSBAD I S1HEE1TS I DRAINS. /IIIHEN READY, FILL JOINTS FULL AND FLUSH r"!ITH SPECIFIED I\OSCAp m ~===~===~~=========================t===~===j~===t==~ PLANNING DIVISI □N GROUT, JllllPE EXCESS GROUT FROM fACE OF TILE, AND LEAVE AL <:i '-~ \\erso~ ~ ~,p_ LANDSCAPE CONSTRUCT/ON PLAN FOR: JOINTS FINISHED AT UNIFORM DEPTH. ~<c;q_·<l" ,,---., ~ "~ TAMARACK BEACH CUSTOM HOMES <SROUT COLORS FOR BRICK AND TILE SHALL BE AS CALLED :J ~ \j;-;:_ -------299, 295 & 291 CHINQUAPIN AVENUE OUT ON CONSTRUCTION PLAN OR DETAILS. ::; -!; 8 ~ :~\\;';;~~gvctov,,rsyJvd l-----t---+--------------+---+----1--+----I LC-01 ~~N~s:6'iP'-o~~-i9l-0io8 ijmphuici~rch,wm f B.Ga 55B 8911' f----t--+--------------+---+---I--.J-------1 APPROVED I ' ~ /2( f---+--~t--~-~--~~~--~+-~+--+--+-------1 ~~~~·_1""°'-~c..:r,__--~--'-I~=--.,,__~--1 . z..,,t1c f----t----t--------------+---+------if--.J-------1 PLANNING DATE t----;;~-+c.=--t--------------+---+------if--.J-------1 ;;D=:=WN~BY:=:"====:;-==P=Ro=J=Ec=T=N=o=. =::;-;:=o=RA=w=1N=G=N~O. DA TE INITIAL ____ D A__:TE'---'-___ I N I_TIA_L --11---'D---A IT-=--LI N-"'I Tc_:! AL=-! CH KO By: ~- DE SIGN ER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: SDP 14-09 485-81 PLOT DA TE: April 14, 2016 A = DETAIL OMITTED 12" MIN, 5!:E FLAN 3" 0PAVING AS PER CONSTRUCTION PLAN 0¼" FELT EXPANSION JOINT 0!3 REBAR CONT. AT NOSE OF EACH STEP 0ie REBAR 24" O.C. BOTH r'IAYS; HOLD IN CENTER OF FOUR AND A Mlr-L OF 3" CLEAR FROM EDGES 0coNc 5TEFS -COLOR AND FINISH TO HATCH ADJ. PAVING 0coMPACTED 9JBGRADE AS PER SOILS REPORT 0~4 DOi'IEL 15" LONG, SLIP JOINT ONE SIDE NOTE, SEE CONSTRUCTION PLAN FOR COLOR AND FINISH OF CONCRETE SEE CIVIL ENISINEER'S PLAN FOR NUMBER OF RISERS RISER HEIGHT MAY VARY FROM 5' TO 1" DEPENDING ON THE DIFFERENCE IN ELEV A Tl ON BETi'IEEN LANDIN65 (PER CIVIL!; HOY<EVER, RISERS IN A GIVEN SET OF STAIRS SHALL HAVE A CONSISTENT HEIGHT. E CANTILEVERED CONCRETE ST 02x4 RED'100D CAP 02x4 TOP RAIL (REAR,) lx4 TOP RAIL (FRONT) ©c.MU BLOCK r'IALL OR VIOOD FENCE PER PLAN lxb REDY<OOD BOARD /le" (;AP) 2x4 CROSS BRACE (REAR ONLY) 2x4 BOTTOM RAIL (REAR) lx4 BOTTOM RAIL (FRONT) FINISH (;RADE · $ qo% COMPACTED SUBGRADE L 'I" HEAVY DUTY SELF CLOSING 6ALV. 2 (;ATE HINGES (REAR!, CENTER HINGE BET'1EEN TOP RAIL AND X SIDE FRAME, BOTTOM RAIL AND N SIDE FRAME GATE LOCKINIS MECHANISM (REAR) II FACE OF BUILDING 12 2x4 SIDE FRAME (REAR) IS 2x4 !SATE STRIKE, ATTACH Y<ITH LAG SC.REY<S NOTE, ++ ALL f'IOODMRK TO BE REDMOD ++ ALL i'KlODMRK TO BE STAINED, VERIFY COLOR Y<ITH OY<NfR f;1 HIGH V'1OOD 51DEYARD GA . T.5. I' (SEE PLAN) NOTE, ttPROVIDE CONTROL JOINTS AT 4'-0" O.C. MAXIMUM. INSTALL EXPANSION JOINTS AT 16'-0" 0.C. MAXIMUM OR ¥<HERE CONCRETE BANDINi;, ABUTS ANY CONCRETE/HARDSCAPE IHPROVEMENT. ++CON TRAC TOR SHALL REVIEY< CONSTRUCTION PLAN FOR CONSTRUCTION MATERIAL, PLANTING AREA OR TURF AREA ADJACENT TO CONCRETE BANDING. MUL TIFLE CONDITIONS MAY OCCUR. ++CONCRETE BANDING SHALL BE SET FLUSH Y<ITH INTERLOCKING PAVERS '1HERE IT OCCURS, CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE TRANSITION FROM PAVED HARDSCAPE AREAS OVER CONCRETE BANDING TO PLANTING AREAS. 0c.oNC.RETE BANDING, COLOR I FINISH PER CONSTRUCTION LE6END (HIN 2000 PSI AT 28 DAY5) ©FINISH GRADE 2" FOR 6ROUNDCOVER /PLANTING AREAS, I" IN TURF AREAS. 0sET FLUSH l"!ITH PERMEABLE PAVERS. SEE CONSTRUCTION PLAN FOR TYPE I LOC.A TION ¥<HERE OCCURS. 0112" RADIUS TROY<ELED EDi;,ES (TYF) 1/4' HHERE ADJACENT TO HARDSC.APE 0~s REBAR CONTINUOUS. (LAP 12" AT SPLICES) (B) TOTAL HHERE MOY< CURB EXCEEDS 18" 0coMPACTED SUEIGRADE AS BY SOILS REPORT 0 PERMEABLE PAVERS. 5EE CONSTRUCTION PLAN FOR TYPE I LOCATION V'!HERE OCCURS. ©BASE HATERIAL PER i;,EOTECHNICAL REPORT x <( J :;: 'I" rn z x N 02x4 REDMOD FIR CAP 02x4 TOP RAIL (REAR) lx4 TOP RAIL (FRONT) ©lxb RED'100D BOARD /le" GAP) 02x4 BOTTOM RAIL (REAR) """"~"' "?'~~?Sl"P~~:/~f lx4 BOTTOM RAIL (FRONT) 5 FINISH ISRADE e qo% COMPACTED SUBGRADE 1 4x4 RED~D POST ;., e CONCRETE FOOTING, SLOPE TOP TO DRAIN AY<AY FROM POST 0PEA GRAVEL SUMP NOTE, ++ ALL i"IOODv10RK TO BE REDY<OOD ++ ALL i"IOODv10RK TO BE STAINED, VERIFY COLOR Y<ITH OY<NER RUNNIN~ 5ECTION END 5ECTION NOTE, DETAIL LE SEE 'CONCRETE PAVING DEEPENED ED&E' DETAIL FOR ALL PAVING LOCATIONS IDENTIFIED V'llTH A 6" STEP. SEE CONSTRUCTION PLAN FOR LOCATIONS . .T.S. D CONCRETE PAVING 206 N.T.5. B'-2" t," MIN. r:21;:IAI L 02x4 REDv100D FIR CAP 02x4 TOP RAIL (REAR,) lx4 TOP RAIL (FRONT) 0c.MU BLOCK ¥<ALL OR MOD FENCE PER PLAN lxb REDY<OOD BOARD /le" GAP) 2x4 CROSS BRACE (REAR ONLY) 2x4 BOTTOM RAIL (REAR) lx4 BOTTOM RAIL (FRONT) FINISH 6RADE · $ ~0% COMPACTED SUBGRADE ~ 'I" HEAVY DUTY SELF CLOSING i;,AL V. GATE HINGES (REAR), C-ENTER 2 HINGE BETi'IEEN TOP RAIL AND X SIDE FRAME, BOTTOM RAIL AND 01 SIDE FRAHE GATE LOCKING MECHANISM (REAR) FACE OF BUILDING 2x4 SIDE FRAME (REAR) NOTE, ++ ALL Y<OODY<ORK TO BE REDY<OOD ++ ALL Y<OODY<ORK TO BE STAINED, VERIFY COLOR Y<ITH OY<NER , 02x4 REDv100D FIR CAP 02x4 TOP RAIL (REAR) lx4 TOP RAIL (FRONT) 01x6 REDv100D BOARD (I',," GAP) 0 2x4 BOTTOM RAIL (REAR,) lx4 BOTTOM RAIL (FRONT) 5 FINISH GRADE e ~0% COMPACTED SUBGRADE 4'''-1_,4x4 REDY<OOD POST e, CONCRETE FOOTING, SLOPE TOP TO DRAIN AV'!AY FROM POST , J 0PEA GRAVEL SUMP ~~ Cfl NOTE, ++ ALL Y<OODY<ORK TO BE RED'100D ++ ALL Y<OODY<ORK TO BE STAINED, VERIFY COLOR Y<ITH OY<NER .T .. G 5 1-6 11 HIGH V'1OOD PATIO GATE VSD .T.S. H 5 1-6 II V'1OOD FENCE Al"' "11 19 •1 ;'"I \erso11 I I I ,.,_, .... o.§ \,n -"~=• n -, ''•""""···· •-",·~~,·· <'\GiO Sorrenw Vd'l(:j S\:{l Su'rle 200 '.:1an D\ego, Ch. [12721 9mplancic1ri::hkorn r ssa sss 8'977 DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE fst SUBMITTAL: 06-16-15 2nd SUBMITTAL: 09-22-15 3rd SUBMITTAL: 04-07-16 FINAL SUBMITTAL: 04-18-16 11 AS BUIL T1' GMP JOB NO: 14-088 APPROVED FOR IRRIGATION RCE EXP. DATE AND PLANTING ONL. Y, REV!ElvED BY, INCLUDING PRECISE LOCATION OF PLANTING, AREA. INSPECTOR DATE I 03T[ CITY OF CARLSBAD I SiE1S I PLANNING DIVISI □N LANDSCAPE. CONSTRUCT/ON DETAILS FOR: TAMARACK BEACH CUSTOM HOMES 299, 295 & 291 CHINQUAPIN AVENUE CARLSBAD, CA 92008 LC-02 APN, 206-080-13-00 I APPROVED r~---6 '-I --Z--, ... I Gr-Eil-Dt' PLANNING DATE DWN BY: PROJECT NO. DRAWING NO. INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: SDP 14-09 485-81 PLOT DA TE: April 14, 2016 ---1\ 'l I EXISTl,j iJ METEcf's--, ---+---..__ TO REMAIN PROTECTED IN PLACE AND SHALL NOT BE USED FOR THIS SITE. I FIRST V'i TERM Tl:R ---i---. LOCATED 30' EAST OF JAIESTERN PROPERTY LINE, 2' OF SEPARATION DISTANCE BETV'lEEN REMAININ<S, 2 M TERS ' ' ' ' ' ' 1 w r,·, > vi) <( z - [L <( ~ (j z - I () l ' I l ?S: i) , , ""'j; 1(11 1 I fllTl 11·-· · '' I ) J+;,::. • • 11 I , , I liyl i I ii ! 1 1 \ I · l,1 :I ©'~··, ====<11, ~~~====· NOTE EACH HOUSE SHALL HAVE ITS OJAIN DOMESTIC i"IATER METER AND EACH HOUSE SHALL HAVE ITS Oi"IN IRRl<SATION SYSTEM. REFERENCES TO THE IRRIGATION METER(S) ON THE PLAN ARE DIAGRAMMATIC. CONTRACTOR SHALL TIE INTO DOMESTIC V'lA TER SERVICE LINE AT THE CLOSEST POINT POSSIBLE TO EACH HOME. •• . IRRIGATION SEPARATION TO OCCUR AT MIDPOINT OF PARKIN& STALL --·- IRRIGATION SEPARATION TO ALIGN JAIITH SEPARATION LOCATION ACROSS DRIVEY'IAY . . ' . , IRRIC:,ATION SEPARATION TO OCCUR AT MIDPOINT Of HAMMERHEAD TURN-AROUND . _,_,_,_,_,_, I ; i ' ' I ,' j '; I : I . ·, : f l ' I ~/ey,:, i:r··'· 'i ~; :1 l: ,.~-, ,' I , ', .· , :' 7~"=,,-, , I,. , , . I I' I . .. .. ,,, ,, '', '/ ' ', _J L. i ' IRRl<SATION SEPARATION TO ALl<SN Y'IITH SEPARATION LOCATION ACROSS DRIVEIAIAY TABLE:A --·-----·---_ ···.· ..... , .. .. , t·· ... Ii ' l ,,, ...... ,, .. ,, ... ,,,,, ,, . J.. . ... ~ _I 10 5 0 10 20 30 IRRICSATION MATERIAL LE6END (PRIVATE LOTS) PRESSURE LOSS CALCULATIONS POC "x" 1" SCALE: 1" 10' 5YMEOL llsl NOSYHBOL e NO SYHBOL ND SYHBOL SYMBOL E =-J * NO SYMBOL ® @ ®® MAIIJFAGl MODEL NO,/ DESGRl!'TION DETAIL P.O,G GONNEGT DOl'INSTREAH OF THE EXISTIN6 B/4" DOM:STIG METER, VERIFY :ilZl:, LOCATION, AND Pi<E5ffl IN FIELD, lilTH Ol'INER':i A/Ll-02 /\UTHORIZED REFRE5ENTATIVE PRIOR TO GOHHENGIN6 liORK GOL~IAL VALVE BOI :iERIE:i TRUE UNION BALL VALVE, LINE SIZE, BA.l-02 A/Ll-02 lilLKINS HUNTER H\IITER NIA RAIN BIRD 500-tlR SERIES FRE5ffl RED~IN6 VALVE ~ITH 10 TO 125 PSI SPRIN, RAN>E, :ilZE AND FRESSl.!<E SETTl»s A5 NOTED, HUNTER PC-xxxxi MODULAR, INDOOR MOUNT IRRIGATION C.ONTROLLEI< SIZE A5 REWIRED, INSTALL lilTHIN GARAGE, VERIFY ACTUAL C/Ll-02 LOGATION IN FIELD 111TH Oi't,ERS /\UTHORIZED REPRESENTATIVE. HINI-CLIK RAIN :if~, MOl,IIIT TO EAVE OF BLOG, AND f'IRE TO CONTROLLER FER MNl:IFACTI!RER IN5TRl½TION5. VERIFY D!Ll-O2 AG11JAL LOCATION IN FIELD VIITH OVINER5 AUTHORIZED REPRESENTATIVE, 120 VOLT ELECTRICAL POYIER, PROVIDED BY ELECTRICIAN, VERIFY At;TIJAL LOCATION IN FIELD NIA XACZ-xxx ANTI-SIPHON DRIP SERIES FRESSIIRE REGULATIN6 CONTROL VALVE,,SIZE M 5HOliN, INSTALL o" ABOVE Hl6Hf:iT Ol!TLET EA.1-02 AND PER MAI-IJFAGTIJRER5 5FECIFICATION5. VALVES SHALL BE INSTALLED IN MANIFOLDS ISOLATED FROM TfE MAINLINE 6Y A BAU VALVE, SIZE BALL VALVE PER THE LA~ST RGV IN THE MANIFOLD. flJNTER ASV-101-CG ANTI-SIPHON REHOTE CONTROL VALVE, l'IHEN HEADS ARE LOl'IER THAN RGV S/LI-Qa FA.l-02 FA.l-02 eA.1-02 GR6LINE VfST PVC PIPE 9/4" -11/2'' Cl, 200 AS LATERAL LINES 12" BELOl'I GRADE CRE:iLINE liEST PVC PIFE 11/4' ¾H, 40 AS MAINLINES 18" BELO~ ,RADE GRESLINE liEST PVC PIPE ¾H, 40 M SLE!:VIN,, TVIICE THE DIAMETER OF FIFE OR YIRE B~DLE CARRIED PLACE BELOVI All PAVING, HARDSGAFf, ETC, AND A5 DIRECTED BY OMR'S AUTHORIZED REPRESENTATIVE, AS AFPRDVED IIB-xx Al'IG MULTI-STRAND IRRIGATION GONTROL l'IIRE, DIRECT l:l.RIAL, U.l, APPROVED, FER GODE tlJMElER OF MIA.TI-VIIRE STRANDS SHALL BE AT LEAST THREE MORE TAAN NUMBER OF VALVE STATIONS SHOffi PER PIIJVATE LOT. NIA HA.l-02 SPEARS DS-500 fl<E-FILLED VIIRE CONNECTORS, ~ ON ALL VIIRE G~NfCTIONS MANUFACT. HUNTER HUNTER HUNTER RAINBIRD RAINBIRD HUNTER MODEL NO, / DESCRIPTION I PRIVATE LOT cALL our I CDsTATION# VALVE SIZE~ GPH DETAIL FLD-Ob-12 DRIP TIIBIN, VV b ,FH EMITTERS 12' ON GENTER, IN5TALL Tc61N> ROliS A MAXlfll.M OF 16" Af'ART IN PlANTl»s AREAS, 1,J,KJ..,M,N ALL TI!BIN6 SHALL !3E INSTALLED 5" BELOl'I MULCH GRADE VII~" llllRE STAKES FIVE (5; FEET~ GENTER; VERIFY THE LAYOUT AND Ll-O2 I Ll-09 SPAt;lf!S IN THE flELD PRIOR TO STARTIN6 l'IORK PLD FITTlt!SS FOR C.ONNEGTION 6ETYfEN PVC LATERAL HEADER LINE:i AND DRIP TI!BIN> O,P/\.1-03 ALL CONNECTIONS BEmEEN DRIP MING SHALL BE MADE USIN6 PLD FITTIN6S O,P/\.l-03 PROVDE A PLD FLUSH GAP AT EfD OF DRIP DISOHARi;E HEADER U~N6 FLD FITTING, INSTALL FWSH VALVE INSIDE A SEPARATE G/Ll-03 VALVE BOX, ONE AT EAOH END Of THE 11JBIN6 RUNS IN EACH DIRECTION, INSTALL IB" FROH PAVING AR VALVE KIT, Alf</VACWM RELIEF VALVE, INSTALLED VIITH A GOM61NATION TEE INSTALL AIR RELIEF A55EMBLY INSIDE A 6" Ril.1-09 RCWD VAL VE BOX AT THE HIGH POINT Of EAOH FLANK~i MULTIPLE ARV'S 5HALL BE Rf QUIRED !'ER RGV, VERIFY G!JANTITY PRIOR TO STARTIN6 liORK, INSTALL VALVE BOX 18' FrvM PAVIN6 AND AT HIGH POINT Of PLANTER AREA SCH.Bo NIFPLE ~ITH PGB-50 PRESSRE WHPENSATIN6 TRICKLE PATTERN 6PM, 050(1.00) PSI, 30 SPAClf!S, 3 FT TA.I-OS MBLER EACH SYMBOL REPRE:l:NTS 00 EUBBLERS PER TREE WATER TYPE POTABLE WATER HYDRAULIC GRADE LINE 237 DATE METER NUMBER UNIT 3 (3) PROJECT METER SIZE 1" JOB NUMBER METER ELEVATION 52 LOCATION STATIC PRESSURE BO CLIENT VALVE NUMBER CHECKED 3 CONTACT GPM AT VALVE 4 PREPAREl:l BY PUMP PSI 0 WATER DISTRICT SERVICE LINE 0.54 WATER METER 4.30 WYE STRAINER 2,00 BACK FLOW PREVENTER 0.00 MASTER VALVE 4.00 FLOW SENSOR 0.50 MAINLINE 0.40 ISOLATION VALVES 1.40 REMOTE CONTROL VALVE 1.50 LATERAL LINES 3.00 HEAD LOSS 0.00 MISC LOSSES 0 SUBTOTAL 17.64 FITTING LOSSES 1.76 SUB TOTAL FROM ABOVE 17.64 REQUIRED PSI AT LAST HEAD 3() TOTAL 49.41 STATIC PSI 80 BOOSTED PSI 0 PSI REQUIRED 49 RESIDUAL PSI 31 ROAD STATION 32' E. OF WESTERN P.L. 4/612016 SERVICE LINE 1" TAMARACK BEACH CUSTOM HOMES WATER TYPE POTABLE WATER 14-088 WYE/CV 1" CARLSBAD.CA BACKFLOW ENCLOSURE N/A RINCO~J REAL ESTATE GROUP BACKFLOW 1" KEVIN DUNN (949)637-3254 MASTER VALVE 1" SW FLOW SENSOR 1" CARLSBAD WATER DISTRICT STATIC \NATER PRESSURE 80 PSI DESIGN \NATER PRESSURE 50 PSI BOOST REQUIRED 0 PSI MAX DEMAND 4GPM SET POC REGULATOR AT 50 PSI ESTIMATED AREA SERVED 2078 SQ, FT, ESTIMATED WATER USE 0.07 ACRE FE ET PER YEAR MAXIMUM ALLOWABLE WATER USE 0.1 ACRE FEET PER YEAR \NATER SOURCE CARLSBAD WATER DISTRICT (760) 603-7351 WATER SOURCE INFO OBTAINED CITY OF CARLSBAD ELZBIETA KARCZEWSKI (760) 603-7351 6/15/2015 CONTRACTOR SHALL VERIFY LOCATION AND \NATER PRESSURE BY DIRECT MEASURMENT IN THE FIELD. IF EXISTING PRESSURE IS NOT STATED ON PLANS CONTRACTOR SHALL NOTIFY THE OWNERS REPRESENTIVE BEFORE PURCHASE OF EQUIPMENT AND BEGINNING OF INSTALLATION. PURCHASE OF EQUIPMENT AND ANY INSTALLATIONS WHEN EXISTING STATIC PRESSURE IS BELOW THAT STATED ABOVE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TABLE: B CONTROLLER "A" SHALL BE AN IM PE RIAL TECHNICAL SERVICES CONTROLLER ASSEMBLY, CONTACT DARYL GREEN (949) 584-7311, MODEL# ICA6-HU5-99/SP/AFS-150/SOLSE/MP16/131CDX/1 ICD-S --------~ FINAL LOCATION OF CONTROLLER, ELECTRICAL SERVICE AND IRRIGATION APPURTENANCES SHALL BE OUTSIDE ANY PUBLIC RO,W. OR EASEMENT AND CONFIRMED WITH OWNERS REPRESENITIVE PRIOR TO COMENCING WORK. NOTES, IRRl6-ATION MAINLINE AND APPURTENANCES LOCATIONS ARE DIAGiRAHMATIG. ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED V'ilTHIN THE LIMIT OF V'iORK, IB" OFF ANY HARDSCAPE AND Y'IITH PLANTING-AREAS. IRRl6-ATION EQUIPMENT SHOV'iN OUTSIDE OF MAINTENANCE RESPONSIBILITY AREAS FOR CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED Y'IITHIN THE LIMIT OF Y'IORK LINES VERIFY ALL LAYOUT IN FIELD Y'IITH OJAINER'S AUTHORIZED REPRESENT A Tl VE, CONTRACTOR SHALL PROVIDE SLEEVING-FOR ALL FUTURE PAVED AREAS INCLUDING-FUTURE DRIVEY'IAYS, ROADV'iAYS, AS Y'IELL AS ALL CURRENT PAVED AREAS, PATHS, ETC. VERIFY ALL SLEEVE LOCATIONS IN FIELD V'ilTH OJAINER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING V'iORK, ALL RC.V'S AND QGV'S SHALL BE INSTALLED OFFSET FROM MAINLINE AND ISOLATED Y'IITH A BALL VALVE. ALL RCV'S SHOJl'iN Y'IITHIN 15 FEET OF EACH OTHER SHALL BE INSTALLED ON A COMMON MANIFOLD. GMP JOB NO: 14-088 APPROVED fClR IRRIGA TICJN AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTIN& AREA, 1st SUBMITTAL: 06-16-15 2nd SUBMITTAL: 09-22-15 3rd SUBMITTAL: 04-07-16 FINAL SUBMITTAL: 04-18-16 RCE~--EXP,~---DATE REVIE\,JED BY, INSPECTOR DATE m Alf~ I SOHE4ET I CITY OF CARLSBAD I S1HEE1TS I fjf f----t---1------------,---------t-----t---i----t----J PLANNING DIVISI□N 4Cfl0 Srn·rnnto Vaile;, 8h,d, StJil'6 200 Sari Dieg~;, CI~ 92121 gmplarie:!@rd'i,c:-orn r sss ssa as71 DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL LANDSCAPE IRRIGATION PLAN FOR: TAMARACK BEACH CUSTOM HOMES 299, 295 & 291 CHINQUAPIN AVENUE CARLSBAD, CA 92008 Ll-01 APN• 206-080-13-00 I APPROVED 1u44 E-ll-* --1 • ~ k., I PLANNING DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: SDP 14-09 485-BL RVWD BY: PLOT DA TE: April 14, 2016 NOTE, PRl55\JRE 5\JPPLY LIN!: TO HO~E ----~ MAINI-INE TO IRRIGATION SYSTEM TEE FITTIN6 INSTALLED BY PLUMBER ---~ [ VI>!. VE eox (IF BELOl'I GRADE) BALL VALVE, PER LEGEND --- v======'r==="" SCH. 80 PVC OR BRASS NIPPLE TYP. ~-SCH. 80 PVC OR BRASS LINION IRRl6A TION MAIM.INE, PER LESEND. ~--HALE ADAPTER TYP. PRl5::URE ::UPPLY LrNE FROM METER ~---PRES::URE Rro!LA TOR, PER LEGEND. ALL Tll<EADED CONta~otlS TO HAVE TEFLON TAPE OR PASTE. A POINT OF CONNECTION (PRIVATE LOTS) f-----------'----'------ ¾ALE, N.T.S. E __,..-----------YIATER PF<OOF CONHfCTION d Of 2) _,,-------REMOTE CONTROL VALl/f;, SEE LE,END FOR SPECS ,,---------SGH BO NIPPLE (I Cf 2), LEN&lli AS !<Ea. ,,---------PRES91RE RE61JLATOR, SEE LEGEND Fe!< S"EGS ,,---------IN-LINE FILTER, 5EE lEGEtlD FOR SPECS ,,--------BALL VALVE, SEE LEGEND FOR SPEGS ~------INSTALL o-lNCH MIN. ABOVE Hl6HEST OUTLET -------W RADIATION l<E515TANT PVC ¼H 40 PIPE (I OF 2) ~-----FINISH GRADE/TOP Of MJLCH ~-----PVG ¼H 40 ELL (I OF 2) ~----PVG MAINLINE NOTE, ALL TllREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE ANTI-SIPHON VALVE FOR DRIP ZONES SCALE, N.TS. 9 4 5 0TEE 0 TOP OF MULGH 0 FRESSURE-COl"IPENSATING IN-LINE EMITTER TUBING FER LEGEND 0 TIE DOY'IN STAKE 0 FINISH &RADE NOTE, ~--FINISH &RADE IN TURF AREAS ,---PLASTIC RECTAN&ULAR VAL VE BOX l'<ITH BOLT DOV1N COVER, USE STAINLESS BOLT, NUT, AND i"lASHER BOX TO BE PLACED AT RICSHT ANGLE TO HARD5CAFE EDGE. HEAT BRAND "BV" ONTO LID. !-~111~111~-i~==:::===~~ "'Iii" Iii= .. ______ .. =_ S" ~ FINISH GRADE IN SHRUB AREAS 111,,i'111,r' 4"MIN. IJ1i'111,i'II 111 11i'11 11 ,-~ ill ill ---MAINLINE, DEPTH AS FER SPEGS >'----~ ( 4) BRI GK SUPPORTS ~---3/4" ROCK, 2 GUBIG FT. ~------LANDSCAPE FABRIC NOTE, BOX TO BE INSTALLED TO ALLOY< FOR FROFER OPERATION OF BALL VALVE HANDLE. INSTALL AT RIGHT ANGLE TO HARDSGAFE EDGE. INSTALL VALVE ElOX EXTENSIONS A5 REQUIRED TO ACHIEVE FROFER VALVE INSTALLATION AT MAINLINE DEPTH. ALL THREADED GONNEGTIONS SHALL HAVE TEFLON TAPE OR PASTE. ■--~~ FINISH &RADE DIMENSION A 1/2" TO 2-1/2" IN SIZE 18' B" IN SIZE .241' 4" AND LARG>ER 80" B 12" X X C 6" 6" 6" CONTROL )'!IRES, SEE SPECS. FRE55URE MAINLINE, 5EE SPECIFICATION5 SACKFILL SHOULD ElE PLACED IN !:>" LAYERS AND TAMPED FER GEOTEGHNIGAL EN&INEER REGOMMENDATIONS ON (02-23-12) THE GONTRACTOR MAY UTILIZE NATIVE 50IL5 FOR ElACKFILL. BACKFILL SHALL MEET THE QUALITY OF MATERIAL AND METHODS IDENTIFIED IN THE IRRIGATION SFEGIFICATIONS. THE CONTRACTOR SHALL PROVIDE V1RITTEN DOCUMENTATION TO THE CLIENT THAT BACKFILL MATERIAL5 ARE IN COMPLIANCE i"IITH THE IRRl&ATION 5FEGIFIGATION5. NOTE, ALL THREADED CONNECTIO TO HAVE TEFLON TAPE OR PASTE. NS ~ ~ F TI I J.J F I/ 6 ~ FLU5H VALVE(SJ, PER LEGEND, FLUME> TO EXHAUST HEADER EXHAUST HEADER AIR RELIEF VALVE, PER LEGEND, INSTALL AT HIGHEST POINT ON ZONE DRIP TUBING, START CONNECTION SUPPLY HEADER CONTROL ZONE KIT (SEE LE&END) AREA PERIMETER DRIP TUBING LATERAL NOT TO EXCEED 200 LINEAR FEET BETl"IEEN HEADERS PERIMETER LATERALS 2" TO 4" FROM EDGE j DRIP ZONE LAYOUT GENTER FEED SCALE, N.T.S. NOTE, MOJNT ENcLO:URE AS PER MANUFAGTI.RER'S RECOMMENDATION 0 0 CONTROLLER 5EE LEGEND Fe!< SPEGIFICATION. 0 0 120 VOLT POl'IER SLA'LY IN J-BOX, BY OTHf"5 R~D ELECTRICAL CONDUIT TO RAIN SENSOR (IF SPECIFIED) IN Rl61D WNDUIT 48" LON VOLTASE NIRE IN RIGID PVC CONDJIT PVC ELECTRICAL SYiEEP TO EXTERkOR BUILDING NALL THRO~H J-BOX EUILDIN6 FlOOR BY OTHERS NOTE, IN'.iTALL ENCL051JRE AS INDICATED PER PLAN I MANJ.fACTURER'S RECOMMENDATION. ROJTE NIRES AND SLEEVE THROUGH MIL TO !<EGTAN611LAR PULL eox AND T!W61TION TO DIRECT EURY NIRE. ,~-PAVING ii 111111111 lrr1l~sAND ElAGKFILL ITTT111 i C El I I ~~~:iTi~~ ~gl~HE DENSITY 111ml 111 .·~~A·. i J=I t~~~;LF~~Es~:~s 11 11 11 1= GONTROL i"IIRE SEE I 111 ~ > ,Jtr, ,Tl I 1! LEGEND FOR 5FEG5 111 I I i' 11111 .·•·•·••·••••" .•· .. ·.· .. · -=-~-~::~~:s::::~~ 5EE 1111 I J i' 1111 l~J •. . •. ··.• J I i' 111 ::E::;:ss~;c.:E [I I 1=111=111=1 11=1 I =I =I I 1=111=11 I= 6~1 ~~ET~~~l~~E:~ DIMENSION-PEDESTRIAN A B S" OR LESS DIA. 18" 18" DIMENSION-VEHIC.LE A B 6" OR LESS DIA. %" 24" C 18" C S6" D 6" D 6" BUNDLE CARRIED. EXTEND ALL SLEEVES 12" MINIMUM PAST HARD5CAFE EDGES BAGKFILL SHOULD BE PLACED IN 6" LAYERS AND TAMPED FER GEOl'ECHNICAL ENGINEER RECOMMENDATIONS ON (02-29-12) THE CONTRACTOR MAY UTILIZE NATIVE SOILS FOR BACKFILL. BAGKFILL SHALL MEET THE QUALITY OF MATERIAL AND METHODS IDENTIFIED IN THE IRRIGATION SPECIFICATIONS. THE CONTRAGTOR SHALL PROVIDE l'<RITTEN DOCUl"IENTATION TO THE CLIENT THAT BAGKFILL MATERIALS ARE IN GOMPLIANGE l'<ITH THE IRRIGATION SPEGIFIGATIONS SLEEVE INSTALLATION/ POTABLE SCALE, N.T.5. NOTE, ALL THREADED GONNECTIONS TO HAVE TEFLON TAPE PASTE. OR " 0 c,-. ~ 0 -I " ~ Cs v-- I"-._ ~ --- ~ ~ '-" --- CONTROL ZONE KIT (SEE LECSEND) DRIP TUBING START CONNEGTION PVG SUPPLY HEADER DRIP TUBING, PER LEGEND, NOT TO EXCEED 200 LINEAR FEET BETV>IEEN HEADERS AIR RELIEF VALVE, PER LECSEND, INSTALL AT Hl6HEST POINT ON ZONE AREA PERIMETER FLUSH VAL VE(SJ, PER LEGEND, PLUMB TO EXHAU5T HEADER K DRIP ZONE LAYOUT HUL Tl PLE BEDS SCALE, N.T.5. ~----EAVE OF El.llLDIN6 ~---PLASTIC TIE DO!'IN STRAP ~--SEif.OR, 5EE LEGEND FOR 5F'EG5. ~---MOIJNTIN6 BRACKEr ff-~------------l'l!<E TO IRRIMTION CONTROLLER 11,i-~----------------SEo.RE NIRENITHGABLE TIE ERAGKEr, 3' O.G. MIN. @ ~~ ;~ER SENSOR MOUNTED ON EAVE ~----LoY'l VOLTAG>E i"IIRES, S MAXIMUM OUTER CASE OF CONNECTOR STRIP AND Ti"IIST V'llRE5 FOR PROPER CONNECTION i"IIRE NUT NOTE, INSPEGT, TEST, AND VERIFY PROPER SYSTEM CONNEGTION BEFORE INSERTION INTO SEALANT GARTRIDGE. DO NOT RESUSE SEALANT GARTRID&ES. GMP JOB NO: 14-088 ------------------- 1st SUBMITTAL: 06-16-15 2nd SUBMITTAL: 09-22-15 3rd SUBMITTAL: 04-07-16 FINAL SUBMITTAL: 04-18-16 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDIN0 PRECISE LOCATION Of PLANTING-AREA. RCE __ _ EXP. ___ _ DATE REVIE\./ED BY, INSPECTOR DATE m c,r~l---+----t------------t---+--i-----i--i I SoHE5ET I CITY OF CARLSBAD I S1HEE1TS I ·~ &JI PLANNING DIVISI□N San Diego, CA 9277 gmplmndars::h.com 'f S5B 558 8977 DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL LANDSCAPE IRRIGATION DETAILS FOR: TAMARACK BEACH CUSTOM HOMES 299, 295 & 291 CHINQUAPIN AVENUE Ll-02 CARLSBAD, CA 92008 APN, 206-080-13-00 APPROVEO ,~-A 4-~~~tr '-t -.::., -I<.., PLANNING DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: SDP 14-09 485-81 RVWD BY: PLOT DA TE: April 14, 2016 NOTE, ECTIONS ALL THREADED CONN TO HAYE TEFLON TA PE OR PASTE. □ v--AR -~ '0 ~ ' . I~ / CONTROL ZONE KIT (SEE LEc,,END) PVC SUPPi... Y HEADER DRIP TUBING, START CONNECTION DRIP TUBING, PER LEGEND, NOT TO EXCEED 200 LINEAR FEET BETl'1EEN HEADERS AIR RELIEF VALVE, PER LEGEND, INSTALL AT Hlc,,HEST POINT ON ZONE AREA PERIMETER PERIMETER LATERALS 2" TO 4" FROM EDGE PVC EXHAUST HEADER FLUSH VALVE, FER LEGEND, PLUMB TO EXHAUST HEADER EXHAUST HEADER , AREA PERIMETER_______/'/ BLANK TUBING> HEADER CENTERED ON MOUND OR BERM -- NOTE, ALL THREADED CONNECTIONS TO HAYE TEFLON TAPE OR PASTE. /-----FLUSH VALVE, PER LEG-END, PLUMB TO EXHAUST HEADER ~--DRIP TUBIN6 FER LE6END, NOT TO EXGEED 200 LINEAR FEET BETV1EEN HEADERS ,-.+-------AIR RELIEF VALVE, PER LEG-END, INSTALL AT HIG>HEST POINT ON ZONE ~~ DRIP TUBIN6 START CONNECTION ~coNTROL ZONE KIT (SEE LEGEND) I I I \ \ BLANK TUBING, LENGTH AS REQUIRED 7 / I I \ " ~ \ I I ~ - ~ ~ - D RVC, FILTER, FRY ASSEMBLY (SEE LEG-END) ~ PVC HEADER, PER PLAN MANUAL ISOLATION BALL VALVE PER LEc,,END LANDSCAPE DRIPLINE, LENG-TH AND TYPE FER LE<S>END TREE ROOTElALL ■,1..,.1 ~-EMISSION POINT (TYF) 10" I AX. I I I ESTIMATI:D DRIPLINE OF MATURE TREE MDFCOUP COUPLING,, (I OF 2) ,_____ MANUAL LINE FLUSHING> VALVE 1'1/ GRAVEL EASY FIT COMPRESSION ELBOV1, RAIN BIRD MDCFEL EASY FIT COMPRESSION TEE, RAIN BIRD MDCFTEE LANDSCAPE DRIPLINE TUBING<, RAIN BIRD LANDSCAPE DRIFLINE LD-XX-XX OR RAIN SIRD PURPLE LANDSCAPE DRIPLINE LDP-XX-XX OR I/2-INCH FOL YETHYLENE FIFE, RAIN BIRD XBS BLACK STRIPE TUBIN6 EASY FIT COMPRESSION COUPLING,, RAIN BIRD MDCFCOUP EASY FIT COMPRESSION FLUSH CAP, RAIN BIRD MDCFCAF ---------- END FEED M DRIP ZONE LAYOUT ~ ODD CURVES SGALE, N.T.5. Q EASY FIT COJv1FRESSION FITTINGS SCALE, N.T.5. ~---TOP OF MJLGH :J.IBTERl<ANEAN EMITTl:R BOX r ~--AIR RELIEF Vi'I. VE KIT PER LEGEND ,,.,,.--EASY FIT GOMPRESSION COUPLING, / RAIN BIRD MDCFCOUF ~-HUNTER FLD-AYR / FINISH GRADE EA5Y FIT 3/4" MALE COMPRESSION ADAPTER, RAIN BIRD MDCF15MPT OR EASY FIT 1/2" MALE COMPRESSION ADAP'TER RAIN BIRD MDCF50MPT LANDSCAPE DRIFLINE TUBIN6, RAIN BIRD LANDSCAPE DRIFLINE LD-XX-XX OR RAIN BIRD PURPLE LANDSCAPE DRIPLINE LDP-XX-XX OR 1/2-1 NCH POI... YETHYI...ENE PIPE, RAIN BIRD XBS BLACK STRIPE TUBING EASY FIT C-OMFRESSION COUPLIN6, RAIN BIRD MDCFCOUP EASY FIT 3/4" FEMALE COMPRESSION ADAPTER. RAIN BIRD MDCF75FPT OR EASY FIT 1/2" FEMALE COMPRESSION ADAF'TER RAIN BIRD MDCFSOFPT NOTE, 3/4" FEMALE ADAPTOR LATERAL LINE PER PLAN 1-----VALVE BOX (INSTALL PER SPECS) -6/4" &RAVEL SUMP (I CUBIC FOOT) EASY FIT COMPRESSION GOUPLIN6, RAIN BIRD MDGFCOUP BRICK SUPPORTS (THREE) ALL THREADED C.ONNECTIONS TO HAVE TEFLON TAPE OR PASTE .. rLAfID'¼AFE DRIPLINE lllBING ::J-----''---. ~TE LOGATE AIR RELIEF VALYE(S) AT Hletil'ST FOIITT(S/ OF ZONE. M!LTIPLE AIR RalEF VALVES W.Y BE NEGESSARY. ALL TI,READW CONNEGTIOH5 TO HAVE TEFlON TAPE OR PASTE. B/4-INCH VIA51-fD GRAVEL, I GIJBIG FOOT HIN EASY FIT COMPRESSION ADAPTERS SCALE, N.T.S. R ~!:;LIEF VALVE KIT IN 611 VALVE BOX GENERAL GMP IRRIGATION NOTES I. ALL LOCAL MUNICIPAL AND 5TATE LAV'4S, RULES AND RE&ULATION5 G>OVERNING, OR RELATING> TO ANY PORTION OF THl5 V'40RK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. IN CASE OF CONFLICT BETV'4EEN THE SPECIFICATIONS, DRAV'4IN0S, AND/OR CODE, THE HORE STRINGoENT REQIJIREHENT SHALL PREVAIL. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTIN6 UTILITIES, STRUCTURES AND SERVICES BEFORE COHHENCIN& V'lORK, THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOV'lN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISGREFANCIES BETV'sEEN THESE FLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OV'4NER'S REPRESENTATIVE. S. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGolNEERING, OR ARCHITECTURAL PLANS BEFORE BEGINNING, V'sORK. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE V'IORK INDICATED HEREIN BEFORE BEGolNNINGo V'sORK. 5. THE MAINLINE AND SLEEVING, IS DIAGRAMMATIC. ALL PIPING IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED V'slTHIN LIMIT OF V'sORK BOUNDARIES AND IN SHRUB PLANTING, AREAS V'sHERE POSSIBLE. AVOID ANY CONFLICTS BETV'4EEN THE SPRINKLER 5YSTEM, PLANTING, AND ARCHITECTURAL FEATURES. b. IRRl6ATION EQUIPMENT AS SHOV'sN IS DIAGRAHHATIC. INSTALL ALL THE IRRIGATION REHOTE CONTROL VALVES, QUICK COUPLERS, HASTER VALVES, FLOV's SENSORS, BACKfLOV'lS, AIR/VACUUM DEVICES, BALL VALVES, AND ANCILLARY EQUIPMENT, IN SHRUB PLANTING AREAS V'sHEN FEASIBLE OR AS APPROVED BY OV'4NER'S REPRESENTATIVE AND THE LANDSC,AFE IRRl6ATION DESIGNER. 1. DO NOT V'41LLFULL Y INSTALL ANY EQUIPMENT AS SHOV'sN ON THE FLANS Y'!HEN IT IS OBVIOUS IN THE FIELD THAT UNKNOHN CONDITIONS EXIST THAT V'sERE NOT EVIDENT AT THE TIME THESE PLANS V'sERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROU6HT TO THE ATTENTION OF THE 01-"!NER'S REPRESENTATIVE PRIOR TO ANY Y'!ORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGoES DEEHED NECESSARY BY THE OV'4NER 8. "I. 10. II, INSTALL ALL EQUIPMENT AS 5HOV'4N IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COHPLY V'!ITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKfLOV's PREVENTER, RECYCLED CROSS CONNECTION TEST VALVE, Pl!HP STATION AND THE AUTOMATIC CONTROLLER IS TO BE DETERHINED IN THE FIELD BY THE OV'lNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR IS TO PROVIDE THREE (S) ADDITIONAL PILOT V'4IRES AND ONE (I) COHHON V'4IRE TO THE END OF THE MAINLINE RUN IN TV'40 DIRECTIONS FROM THE CONTROLLER. THE ADDITIONAL V'41RE SHALL BE EXTENDED 10', MAKING A COIL TO FIT INSIDE A RECTANGoULAR PULL BOX. LABEL THE LID OF THE PULL BOX 'SV'4'. 15. THE IRRl6ATION SYSTEH DESl6N 15 BASED ON THE MINIHUH OPERATIN6 PRESSURE AND THE HAXIMUM FLOV'4 DEMAND SHOJIIIN ON THE IRRl6ATION DRAV'4IN65 AT EACH POINT OF CONNECTION. THE IRRl&ATION CONTRACTOR SHALL VERIFY V'4ATER PRESSURE VIA DIRECT FIELD MEASUREHENT PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETV'4EEN THE V'sATER PRESSURE INDICATED ON THE DRAY'!INGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE 01-"!NER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS, AND COSTS ASSOCIATED V'4ITH SAID REVISIONS. 10. SHOULD FIELD CONDITIONS REQUIRE PIPE INSTALLATION OTHER THAN THAT SHOV'lN ON PLANS, THE CONTRACTOR SHALL LIMIT EXCESS FLOV's AND SIZE ALL PIPE NOT TO EXCEED A VELOCITY OF 5 FEET PER SECOND (FPS) IN PVC PIPE AND CAST IRON PIPE. FLOV'l THROUGH ANCILLARY EQUIPMENT, STEEL AND COFPER PIPE SHALL NOT EXCEED A VELOCITY OF 1 !:2 FPS. ALL ADJUSTHENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE 01-"!NER 11. ELECTRICAL POV'4ER SOURCE FOR THE IRRl6ATION CONTROLLER AND/OR BOOSTER PUMP SHALL BE PROVIDED UNDER THE ELECTRICAL SECTION OF THE SPECIFICATIONS. IT SHALL BE THE RESPONSIBILITY OF THE IRRl6ATION CONTRACTOR TO COORDINATE ELECTRICAL SERVICE V'slTH THE 6ENERAL CONTRACTOR AND SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER AND/OR BOOSTER PUMP. ELEGTRIG ANTI-SIPHON GONlROL VALVE l l'IATT:Rf1<00F ~IRE WNNEGTOR5 (2 TYP J MIN. b" AflOVE HIGHEST OVTLET II I 111111 i 11111111 ill FVG 50! 80 NIPPLE LENG Ttt As;ffii:-----1 (I OF 2/ FVG LATERAL LINE Flf1HG _J NOTE, 11111 -II 1111 / '3d' NIRE LOt'.1" / FINl511 GRADE 11111 1111 l 1111 11111 12' MINIMUM j V L FVG f'RE5:JJRE MAIN SxT SGH 40 FITTI~ ALL TIIREADED GONNEGTION5 TO HAVE TEFLON TAPE OR FA5TT:. INSTALL VALVE AND RISERS PERFENDIGULAR TO FINISHED GRADE. GMP JOB NO: 14-088 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTIN6 AREA. 1st SUBMITTAL: 06-16-15 2nd SUBMITTAL: 09-22-15 3rd SUBMITTAL: 04-07-16 FINAL SUBMITTAL: 04-18-16 RCE __ _ EXP, ___ _ DATE REVIEWED BY, INSPECTOR DATE 12. ALL PIPE UNDER FAYED AREAS, HARDSCAPE, OR AS DIRECTED BY OV'sNERS REPRESENTATIVE TO BE INSTALLED IN SLEEYIN6, TV'IICE THE DIAHETER OF PIPE OR HIRE BUNDLE CARRIED, ALL 2" AND 3" SLEEVING 5HALL BE PYCl:220 5CH. 40, TYPE I, GRADE 2 MATERIAL CONFORMING TO ASTH STANDARD D-1185-4. ALL 4" AND LARGoER SLEEVING SHALL BE PYCl.220 CLAS5 200 SDR.2I, TYPE I, GRADE .2 HATERIAL CONfORHIN6 TO ASTH STANDARD D-224I. SLEEVES UNDER BROY'! DITCHES SHALL BE ENCASED IN CONCRETE A MINIHUM Of b" THICK ON ALL SIDES Of FIFE. SLEEVES TO EXTEND AT LEAST 12" FAST THE EDGE OF FAYING. ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS V'4HERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOV'sN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER VALVES Y'!ITHIN 18" OF HARDSCAPE. ~!~ l---+--+-------------f---+---+---+----1 I 06T I CIT~LA~N~NG ~I~~Ik~BAD I SiE1S I 15. 14. ALL HEADS ARE TO BE INSTALLED V'4ITH THE NOZZLE, SCREEN AND ARCS SHOV'4N ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSFRAY ONTO BUILDIN65, V'4ALLS, FENCES AND HARDSCAFE. THIS INCLUDES, BUT NOT LIHITED TO, ADJUSTMENT OF DIFFUSER FIN OR ADJUSTHENT SCREV'l, REPLACEMENT OF PRESSURE COMFENSATIN6 SCREENS, REPLACEMENT OF NOZZLES V'4ITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEHENT OF NOZZLES V'4ITH ADJUSTABLE ARC UNITS. V'4HEN VERTICAL OBSTRUCTIONS (PROPS, STREET LIGoHTS, TREES, ETC.) INTERFERE V'4ITH THE SPRAY PATTERN OF THE SPRINKLER HEADS PREYENTIN6 PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEH BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERA6E. ALL ADJUSTMENTS SHALL BE HADE AT NO ADDITIONAL COST TO THE OJIIINER. THE IRRIGoATION CONTRACTOR SHALL ADJUST THE PRESSURE REGULATOR ON EACH ELECTRIC CONTROL VALVE SO THAT THE SPRINKLER HEAD FARTHEST AND HIGoHEST IN ELEVATION FROH ITS RESPECTIVE CONTROL VALVE OPERATE$ V'slTHIN THE OPERATING, PRESSURE SHOV'sN ON THE IRRl6ATION LEGEND. NOT TO EXCEED FIVE (5) PSI ABOVE THE GolVEN OPERATING PRESSURE FROH THE SPECIFIED PRESSURE LOCATED ON THE IRRIGATION LEGEND. OSC,\p \erso11 ~E _,,,,,q_.,a,~=--* :;;mpi0lndmrch,corn 1 sso 558 3977 LANDSCAPE IRRIGATION DET.S & NOTES FOR TAMARACK BEACH CUSTOM HOMES Ll-03 299, 295 ~ 291 CHINQUAPIN AVENUE CARLSBAD, CA 92008 APN, 206-080-13-00 I APPROVED :;:71 I /~. L:f f~jJ_,.,,"tf 4· Z.... I ¥2 t=====t====t================================;====~=====~====~====~ ~P~L";°A':'N':';Nl=:N:=G======:,--~=-=•.=.=.==.=:===.=:.=:.=:.=:.=:.=:~D=A=::T=E====· DWN BY: ---PROJECT NO. DRAWING NO. ~~~g ~~:-~ SDP 14-09 485~BL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PLOT DA TE: April 14, 2016 IRRIGATION SPECIFICATIONS SECTION 02BII LANDSCAPE IRRIGATION PART I -GENERAL 1.01 SUMMARY A IT IS THE INTENT OP THE SPECIFICATIONS AND DRAV'IINGS THAT THE FINISHED SYSTEM IS COMPLETE IN EVERY RESPECT AND SHALL BE READY FOR OPERATION SATISFACTORY TO THE OV'INER. B. THE V"-IORK SHALL INCLUDE ALL MATERIALS, LABOR, SERVICES, TRANSPORTATION, AND EQUIPMENT NECESSARY TO PERFORM THE >"10RK AS INDICATED ON THE DRA>"1IN6S, IN THESE SPECIFICATION, AND AS NECESSARY TO COMPLETE THE CONTRACT. 1.02 CONSTRUCTION DRA>"1INGS A. DUE TO THE SCALE Of THE DRA>"1IN6S, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, flTTINl:6, SLEEVES, ETC. >"1HICH MAY BE REQUIRED. THE CONTRACTOR SHALL CAREFULLY INVESTISATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTIN6 ALL OF HIS V"-IORK AND PLAN HIS V"-IORK ACCORDINGLY, FURNISHING SUCH FITTIN&S, ETC. AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. DRA>"1INGS ARE &ENERALLY DIA6RAMMATIC AND INDICATIVE OF THE V'<ORK TO BE INSTALLED. THE V"-IORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTS BETVIIEEN IRRl&ATION SYSTEMS, PLANTING, AND ARCHITECTURAL FEATURES. B. ALL V10RK CALLED FOR ON THE DRA>"1INGS BY NOTES OR DETAILS SHALL BE FURNISHED AND INSTALLED Jl'lHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS. Jl'lHEN AN ITEM IS SHOV"-IN ON THE FLANS BUT NOT SHOV"-IN ON THE SFECIFICA TIONS OR VICE VERSA, IT SHALL BE DEEMED TO BE AS SHOY'!N ON BOTH. THE LANDSCAPE ARCHITECT SHALL HAVE PINAL AUTHORITY FOR CLARIFICATION. C. THE CONTRACTOR SHALL NOT Y'!ILLFULLY INSTALL THE IRRl6ATION SYSTEM AS SHOY'!N ON THE DRAY'!INGS Y'!HEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, &RADE DIFFERENCES OR DISCREPANCIES IN AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN EN6INEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AS SOON AS DETECTED. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRl6ATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISION NECESSARY. 1.03 QUALITY ASSURANCE A. PROVIDE AT LEAST ONE ENGLISH SPEAKIN& PERSON l'lHO SHALL BE PRESENT AT ALL TIMES DURING EXECUTION Of THIS PORTION Of THE V'IORK AND >"1HO SHALL BE THOROUGHLY FAMILIAR Y'!ITH THE TYPE OF MATERIALS BEIN6 INSTALLED AND THE MANUFACTURER'S RECOMMENDED METHODS OF INSTALLATION AND V"-IHO SHALL DIRECT ALL V"-IORK PERFORMED UNDER THIS SECTION. B. MANUFACT1JRER'S DIRECTIONS AND DETAILED DRAV1IN&S SHALL BE FOLLOl'lED IN ALL CASES V"-IHERE THE MANUFACTURER OF ARTICLES USED IN THIS CONTRACT FURNISH DIRECTIONS COVERIN6 POINTS NOT SHOV"-IN IN THE DRA>"1INGS AND SPECIFICATIONS. C.. ALL LOCAL, MUNICIPAL AND STATE LAY'!S, RULES AND REGULATIONS 60VERNIN6 OR RELATING TO ANY PORTION OF THIS f'IORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS, AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. ANYTHIN6 CONTAINED IN THESE SPECIFICATIONS SHALL NOT BE CONSTRUED TO CONFLICT Y'!ITH ANY OF THE ABOVE RULES AND REGULATIONS OF THE SAME. HOY'!EVER, V"-IHEN THESE SPECIFICATIONS AND DRA>"1IN6S CALL FOR OR DESCRIBE MATERIALS, >"10RKMANSHIF, OR CONSTRUCTION OF A BETTER QUALITY, HIGHER STANDARD, OR LARGER SIZE THAN IS REQUIRED BY THE ABOVE RULES AND REGULATIONS, THE PROVISIONS OF THESE SPECIFICATIONS AND DRA>"1IN6S SHALL TAKE PRECEDENCE. D. ALL MATERIALS SUPPLIED FOR THIS PROJECT SHALL BE NEV1 AND FREE FROM ANY DEFECTS. ALL DEFECTIVE MATERIALS SHALL 13E REPLACED IMMEDIATELY AT NO ADDITIONAL COST TO OY'!NER. E. THE CONTRACTOR SHALL SECURE THE REQUIRED LICENSES AND PERMITS 1NcLUDIN6 PAYMENTS of CHAR&ES AND FEES, 6IVE REQUIRED NOTICES TO PUBLIC AUTHORITIES, VERIFY PERMITS SECURED OR ARRAN&EMENTS MADE BY OTHERS AFFECTIN6 THE Jl'lORK OF THIS SECTION. 1.04 SUBMITT ALS A. MATERIALS LIST, I. AFTER Af'IARD OF CONTRACT AND BEFORE ANY IRRIGATION SYSTEM MATERIALS ARE DELIVERED TO THE JOB SITE, SUBMIT TO THE OJ/'lNER A COMPLETE LIST OF ALL IRRIGATION SYSTEMS, MATERIALS, OR PROCESSES PROPOSED TO BE FURNISHED AND INSTALLED AS PART OF THIS CONTRACT. 2. SH0>"1 MANUFACTURER'S NAME AND CATAL06 NUMBER FOR EACH ITEM, FURNISH COMPLETE CATAL06 CUTS AND TECHNICAL DATA, FURNISH THE MANUFACT1JRER'S RECOMMENDATIONS AS TO THE METHOD OF INSTALLATION. 3. NO SUBSTITUTIONS Y'!ILL BE ALLOY'!ED V'<ITHOUT PRIOR i-'IRITTEN ACCEPTANCE BY THE LANDSCAPE ARCHITECT OR OV"-INER'S AUTHORIZED REPRESENTATIVE. 4. MANUFACTURER~ >"1ARRANTIE5 SHALL NOT RELIEVE THE CONTRACTOR OF Hl5 LIABILITY UNDER THE GUARANTEE. SUCH Y'!ARRANTIES SHALL ONLY SUPPLEMENT THE &UARANTEE. B. SUBSTITUTIONS IF THE IRRl6ATION CONTRACTOR f'IISHES TO SUBSTITUTE ANY EQUIPMENT OR MATERIALS FOR THOSE EQUIPMENT OR MATERIALS LISTED ON THE IRRIGATION DRAHINGS AND SPECIFICATIONS HE MAY DO SO BY PROVIDING THE FOLLOV"-IING INFORMATION TO THE LANDSCAPE ARCHITECT OR OV"-INER'S AUTHORIZED REPRESENTATIVE AND CITY INSPECTOR FOR APPROVAL. I. PROVIDE A V"-IRITTEN STATEMENT INDICATIN6 THE REASON FOR MAKIN& THE SUBSTITUTION. 2. PROVIDE CATAL06 CUT SHEETS, TECHNICAL DATA, AND PERFORMANCE INFORMATION FOR EACH SUBSTITUTE ITEM. 3. PROVIDE IN >"1RITING THE DIFFERENCE IN INSTALLED PRICE IF THE ITEM IS ACCEPTED. 1.05 EXISTING CONDITIONS A THE CONTRACTOR SHALL VERIFY AND BE FAMILIAR >"1ITH THE LOCATIONS, SIZE AND DETAIL OF POINTS OF CONNECTION PROVIDED AS THE SOURCE OF V'lATER, ELECTRICAL SUPPLY, AND ANY TELEPHONE LINE CONNECTION TO THE IRRl&ATION SYSTEM. B. IRRl6ATION DESIGN IS BASED ON THE AVAILABLE STATIC Y'!ATER PRESSURE SHOY'!N ON THE DRAJl'llNGS. CONTRACTOR SHALL VERIFY STATIC V"-IATER ON THE PROJECT PRIOR TO THE START OF CONSTRUCTION. SHOULD A DISCREPANCY EXIST, NOTIFY THE LANDSCAPE ARCHITECT AND OV"-INER'S AUTHORIZED REPRESENTATIVE PRIOR TO 13EGINNING CONSTRUCTION. C. PRIOR TO CUTTIN6 INTO THE SOIL, THE CONTRACTOR SHALL LOCATE ALL CABLES, CONDUITS, 5EV"-IER SEPTIC TANKS, AND OTHER UTILITIES AS ARE COMHONLY ENCOUNTERED UNDERGROUND AND HE SHALL TAKE PROPER PRECAUTIONS NOT TO DAMAGE OR DISTURB SUCH IMPROVEMENTS. IF A CONFLICT EXISTS BETf'IEEN THE SUCH OBSTACLES AND THE PROPOSED >"10RK, THE CONTRACTOR SHALL PROMPTLY NOTIPY THE LANDSCAPE ARCHITECT AND OY'!NER V'<HO >"1ILL ARRANGE POR RELOCATIONS. THE CONTRACTOR V"-IILL PROCEED IN THE SAME MANNER IF A ROCK LAYER OR ANY OTHER 5UCH CONDITIONS ARE ENCOUNTERED. D. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FEATURES TO REMAIN ON AND ADJACENT TO THE PROJECT SITE DURIN& CONSTRUCTION. CONTRACTOR SHALL REPAIR AT HIS OV>IN COST, ALL DAMAi:,E RESULTINi:, FROM HIS OPERATIONS OR NE6LIGENCE. ' E. THE IRRl&ATION CONTRACTOR SHALL COORDINATE Y'!ITH THE &ENERAL CONTRACTOR FOR INSTALLATION OF REQUIRED SLEEVING AS SH0>"1N ON THE PLANS. 1.06 INSPECTIONS A. THE CONTRACTOR SHALL PERMIT THE LANDSCAPE ARCHITECT, 0>"1NER'5 AUTHORIZED REPRESENTATIVE AND CITY IN5PECTOR TO VISIT AND INSPECT AT ALL TIMES ANY PART OF THE >"10RK AND SHALL PROVIDE SAFE AC.GESS FOR SUCH VISITS. B. Y'!HERE THE SPECIFICATIONS REQUIRE V10RK TO BE TESTED BY THE CONTRACTOR, IT SHALL NOT BE COVERED OVER UNTIL ACCl=FTED BY THE LANDSCAPE ARCHITECT, OV"-INER'S AUTHORIZED REPRESENTATIVE, AND/OR GOVERNINi:, Ai:,ENCIES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR NOTIFYIN6 THE LANDSCAPE ARCHITECT, OY'!NER, AND GOVERNING AGENCIE5, A MINIMUM OF 4B HOURS IN ADVANCE, Y'!HERE AND Y'!HEN THE V"-IORK IS READY FOR TESTIN&. SHOULD ANY V"-IORK BE COVERED Jl'llTHOUT TESTIN6 OR ACCEPTANCE, IT SHALL BE, IF SO ORDERED, UNCOVERED AT THE CONTRACTOR'S EXPENSE. C. INSPECTIONS V1ILL BE REQUIRED FOR THE FOLLOY'!IN& AT A MINIMUM, I. SYSTEM LAYOUT 2. PRESSURE TEST Of IRRIGATION MAIN LINE (FOUR HOURS AT 125 PSI OR 120% Of STATIC V"-IATER PRESSURE, V"-IHICH EVER IS GREATER) APPROVAL REQUIRED BY CITY INSPECTOR. 5. COVERAGE TEST OF IRRIGATION SYSTEH (APPROVAL REQUIRED BY CITY INSPECTOR). 4. FINAL INSPECTION PRIOR TO START OF MAINTENANCE PERIOD 5. FINAL ACCEPTANCE D. SITE OBSERVATIONS AND TESTIN6 V"-IILL NOT COMMENCE >"1ITHOUT THE RECORD DRA>"1INGS AS PREPARED BY THE IRRISATION CONTRACTOR RECORD DRAY'!INGS MUST COMPLETE AND UP TO DATE FOR EACH SITE VISIT. E. >"10RK l'lHICH FAILS TESTING AND IS NOT ACCEPTED V"-IILL BE RETESTED. HOURLY RATES AND EXPENSES OP THE LANDSCAPE ARCHITECT, OV"-INER'S AUTHORIZED REPRESENTATIVE, AND GOVERNING A6ENCIE5 FOR REINSPECTION OR RETESTING Jl'llLL BE PAID BY THE IRRl6ATION CONTRACTOR AT NO ADDITIONAL EXPENSE TO OV"-INER. 1.01 STORA&E AND HANDLIN6 A. USE ALL MEANS NECESSARY TO PROTECT IRRl6ATION SYSTEM MATERIALS BEFORE, DURINS, AND AFTER INSTALLATION AND TO PROTECT THE INSTALLATION >"10RK AND MATERIALS Of ALL OTHER TRADES. IN THE EVENT OF DAMA6E, IMMEDIATELY MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY TO THE ACCEPTANCE OF THE LANDSCAPE ARCHITECT AND 0>"1NER AND AT NO ADDITIONAL COST TO THE OV"-INER B. EXERCISE CARE IN HANDLING, LOADIN6, UNLOADIN6, AND STORIN6 PLASTIC PIPE AND FITTINGS UNDER COVER UNTIL READY TO INSTALL. TRANSPORT PLASTIC PIPE ONLY ON A VEHICLE >"1ITH A BED LONG ENOU6H TO ALLOV'I THE PIPE TO LAY FLAT TO AVOID UNDUE BENDINS AND CONCENTRATED EXTERNAL LOAD. I.OB CLEANUP AND DISP05AL A. DISPOSE OF >"1ASTE, TRASH, AND DEBRIS IN ACCORDANCE V"-IITH APPLICABLE LAV"-IS AND ORDINANCES AND AS PRESCRIBED BY AUTHORITIES HAVIN6 JJRISDICTION. BURY NO SUCH V1ASTE MATERIAL AND DEBRIS ON THE SITE. BURNIN6 OF TRASH AND DEBRIS V"-IILL NOT BE PERMITTED. THE CONTRACTOR SHALL REMOVE AND DISP05E OF RUBEll5H AND DEElRl5 GENERATED ElY HIS >"10RK AND HORKMEN AT FREQUENT INTERVAL5 OR >"1HEN ORDERED TO DO SO BY THE OV"-INER'S AUTHORIZED REPRESENTATIVE. B. AT THE TIME OF COMPLETION THE ENTIRE SITE >"1ILL BE CLEARED OF TOOLS, EQUIPMENT, RUBBISH AND DEBRIS >"1HICH SHALL BE DISPOSED OP Off-SITE IN A LESAL DISPOSAL AREA ID~ TURNOVER ITEMS A. RECORD DRAl'llN6S, I. RECORD ACCURATELY ON ONE SET OP CONTRACT DRAV"-IIN6S ALL CHANGES IN THE V'<ORK CONSTITUTINS DEPARTURES FROM THE ORl61NAL CONTRACT DRAY'!IN6S. 2. THE CHANGES AND DIMENSIONS SHALL BE RECORDED IN A LEGIBLE AND V'<ORKMANLIKE MANNER TO THE SATISFACTION OF THE CITY. PRIOR TO FINAL INSPECTION OF V'lORK, SUBMIT RECORD DRAV"-IIN&S TO THE LANDSCAPE ARCHITECT OR 0>"1NER'5 AUTHORIZED REPRESENTATIVE. 3. DIMENSIONS FROM/TO PERMANENT POINTS OP REFERENCE SUCH AS BUILDIN&S, SIDEV'lALKS, CURBS, ETC. SHALL. BE SHOY'!N. DATA ON RECORD DRAY'!IN6S SHAkk BE RECORDED ON A DAY TO DAY BASIS AS THE PROJECT IS 13EING INSTALLED ALL LETTER.IN& ON DRAV"-IINGS SHALL BE MINIMUM 1/8 INCH IN SIZE. 4. FINAL AS-BUILT FLANS SHALL BE DRAFTED CLEARLY TO THE SATISFACTION OF THE CITY, AND THE FINAL PLANS SHALL BE SUBMITTED TO THE CITY FOR THEIR KEEPING. THE FINAL AS-BUILTS V1ILL BE REQUIRED TO BE REVIEY'!ED AND APPROVED BY THE CITY AND FINAL PLANS Y'!ILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES. 5. SH0>"1 LOCATIONS AND DEPTHS OF THE FOLLOV'IIN6 ITEMS, 5A POINT OF CONNECTION /INCLUDIN6 V'IATER METERS, BACKFL0>"1 PREVENTERS, MASTER CONTROL VALVES, ETC.) 5.B. ROUTIN& OF SPRINKLER PRESSURE LINES (DIMENSIONS SHOV"-IN AT A MAXIMUM OF 100 PEET ALON& ROUTIN&) 5.C. GATE VALVES 5.D. AUTOMATIC REMOTE CONTROL VALVES AND ISOLATION BALL VALVES 5E QUICK C.OUFLIN& VALVES AND ISOLATION BALL VALVES 5.F. ROUTING OP CONTROL V"-IIRES 56. IRRl6ATION CONTROLLERS 5.H. RELATED EQUIPMENT /AS MAY BE DIRECTED) 6. MAINTAIN RECORD DRA>"1INGS ON SITE AT ALL TIMES. UPON COMPLETION OF V'lORK, TRANSFER ALL AS-BUILT INFORMATION AND DIMENSIONS TO REPRODUCIBLE SEPIA PRINTS. B. CONTROLLER CHARTS, I. RECORD DRAY'!INGS MUST BE APPROVED BY LANDSCAPE ARCHITECT AND/OR OY'!NER'S AUTHORIZED REPRESENTATIVE 13EFORE CHARTS ARE PREPARED. 2. PROVIDE ONE CONTROLLER CHART FOR EACH AUTOMATIC CONTROLLER. CHART SHALL 5HOV'< THE AREA COVERED BY THE PARTICULAR CONTROLLER 3. THE CHART IS TO BE A REDUCED COPY OF THE ACT1JAL "RECORD" DRAJ/'llN&. IN THE EVENT THE CONTROLLl:R SEQUENCE IS NOT LEGIBLE >"1HEN THE DRAV"-IIN6 IS REDUCED, IT SHALL Bl: ENLAR&ED TO A READABLE 5IZE. 4 Y'!HEN COMPLETED AND APPROVED, THE CHART SHALL BE HERMETICALLY SEALED BETV"-IEEN TY'IO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM 20 MILS IN THICKNESS. C. OPERATION AND MAINTENANCE MANUALS, I. TV"-10 INDIVIDUALLY BOUND GOF'IE5 OF OF'fRATION AND MAINTENANCE MANUAL5 5HALL E\E DELIVERED TO THE LANDSCAPE ARCHITECT OR Ol'lNER'S AUTHORIZED REPRESENTATIVE AT LEAST 10 CALENDAR DAYS PRIOR TO FINAL INSPECTION. THE MANUALS SHALL DESCRIBE THE MATERIAL INSTALLED AND THE PROPER OPERATION OF THE SYSTEM. 2. EAGH COMPLETE, BOUND MANUAL SHALL INCLUDE THE FOLLOIAIIN6 INFORMATION, A INDEX 5HEET 5TATIN& GONTRACTOR'5 ADDRE55 AND TELEPHONE NUMBER, DURATION OF 5UARANTEE PERIOD, LIST OF EGIUIPHENT INCLUDING NAMES AND ADDRESSES OF LOCAL MANUFACTURER REPRESENTATIVES. El. OPERATING, AND MAINTENANCE INSTRUCTIONS FOR ALL EQUIPMENT. C. SPARE PARTS LISTS AND RELATl:D MANUFACTURER INFORMATION FOR ALL EQUIPMENT. D. EQUIFHENT, I. SUPPLY AS A PART OP THIS CONTRACT THE FOLLOV"-IIN6 ITEM5, A. TV'IO (2) V"-IRENCHES FOR DISASSEMBLY AND ADJUSTMENT OF EACH TYPE OF SPRINKLER HEAD USED IN THE IRRIGATION SYSTEM. B. THREE 30-INCH SPRINKLER KEYS FOR MANUAL OPERATION OF CONTROL VALVES. C. TV'<O KEYS FOR EACH AUTOMATIC CONTROLLER. D. FIVE QUICK COUPLER KEYS V'<ITH A BRONZE HOSE THREAD ~O DEGREE Sr'1IVEL ATTACHMENT AND FIVE COUPL.ER LID KEYS. E. FIVE VALVE BOX COVER KEY OR V1RENCH. F. ONE 5-FOOT TEE V"-IRENCH POR OPERATIN& GATE VALVES 3 INCHES OR LAR&ER (IF USED). 6. SIX EXTRA SPRINKLER HEADS OF EACH SIZE AND TYPE PER IRRl6ATION P.O.C. 2. THE ABOVE EQUIPMENT SHALL BE TURNED OVER TO 0>"1NER'S AUTHORIZED REPRESENTATIVE AT THE FINAL INSPECTION. 1.10 COHPLETION A. AT THE TIME OF THE PRE-MAINTENANCE PERIOD INSPECTION, THE LANDSCAPE ARCHITECT, 0>"1NER'5 AUTHORIZED REPRESENTATl\11=, AND 60VERNING A6ENCIES Y'!ILL INSPECT THE V10RK AND IF NOT ACCEPTED, V"-IILL PREPARE A LIST Of ITEHS TO BE COMPLETED BY THE CONTRACTOR. AT THE TIME OF THE POST-MAINTENANCE PERIOD OR FINAL INSPECTION THE >"10RK V"-IILL BE REINSPECTED AND FINAL ACCEPTANCE V'llLL BE IN V'lRITING BY THE LANDSCAPE ARCHITECT, OY'!NER'5 AUTHORIZED REPRESENTATIVE, AND GOVERNIN& A&ENCIES. B. THE OV"-INER'S AUTHORIZED REPRESENTATIVE SHALL HAVE FINAL AUTHORITY ON ALL PORTIONS OF THE >"10RK. C. APTER THE SYSTEM HAS BEEN COMPLETED, THE CONTRACTOR SHALL INSTRLJC T OY'!NER'S AUTHORIZED REPRESENTATIVE IN THE OPERATION AND MAINTENANCE OF THE IRRl&ATION SYSTEM AND SHALL FURNISH A COMPLETE 5ET OF OPERATING AND MAINTENANCE IN5TRUCTION5. D. ANY SETTLING OF TRENCHES V"-IHICH MAY OCCUR DURING THE ONE-YEAR PERIOD FOLLOHING ACCEPTANCE SHALL BE REPAIRED TO THE 0>"1NER'S SATISFACTION BY THE CONTRACTOR Y'!ITHOUT ANY ADDITIONAL EXPENSE TO THE OV1NER. REPAIRS SHALL INCLUDE THE COMPLETE RESTORATION OF ALL. DAMA6E TO PLANTIN&, PAVIN6 OR OTHER IMPROVEMENTS OF ANY KIND AS A RESULT OF THE HORK. I.I I 6UARANTEE A. THE ENTIRE SPRINKLER SYSTEM, INCLUDIN6 ALL Y'!ORK DONE UNDER THIS CONTRACT, SHALL BE UNCONDITIONALLY 6UARANTEED AGAINST ALL DEFECTS AND FAULT OF MATERIAL AND HORKMANSHIP, INCLUDING SETTLIN6 OF BACK FIELD AREAS BELOY'! &RADE, FOR A PERIOD OF ONE /IJ YEAR FOLLOV"-IIN& THE FILIN& OF THE NOTICE OF COMPLETION. SHOULD ANY PROBLEM >"1ITH THE IRRIGATION SYSTEM BE DISCOVERED V"-IITHIN THE 6UARANTEE PERIOD, IT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO OV"-INER Y'!ITHIN TEN (10) CALENDAR DAY5 OF RECEIPT OF V1RITTEN NOTICE FROM OV'lNER. V"-IHEN THE NATURE OF THE REPAIRS AS DETERMINED BY THE OY'!NER CONSTITUTE AN EMERGENCY (1.E BROKEN FRl:SSURE LINE) THI: 0>"1NER MAY PROCEED TO MAKE REPAIRS AT THE CONTRACTOR'5 EXPENSE. ANY AND ALL DAMAGES TO EXISTING IMPROVEMENT RESULTIN& EITHER FROM FAULTY MATERIALS OR Y'!ORKMANSHIP, OR FROM THE NECESSARY REPAIRS TO CORRECT SAME, SHALL BE REPAIRED TO THE SATISFACTION OF THE OV"-INER BY THE CONTRACTOR, ALL AT NO ADDITIONAL COST TO THE OV"-INER. B. GUARANTEE SHALL BE SUBMITTED ON CONTRACTORS OV"-IN LETTERHEAD AS FOLLOV"-15 GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM l'lE HEREBY GUARANTEE THAT THE SPRINKLER IRRl6ATION SYSTEM Y'!E HAVE FLIRNISHED AND INSTALLED IS FREE FROM DEFECTS IN MATERIALS AND >"10RKMANSHIF, AND THE V'<ORK HAS BEEN COMPLETED IN ACCORDANCE V"-IITH THE DRAY'!INGS AND SPECIFICATIONS, ORDINARY Y'!EAR AND TEAR AND UNUSUAL ABUSE, OR NEGLECT EXCEPTED. V"-1E A6REE TO REPAIR OR REPLACE ANY DEFECTIVE MATERIAL DURIN6 THE PERIOD OF ONE YEAR FROM DATE OF FILIN6 OF THE NOTICE OF COMPLETION AND ALSO TO REPAIR OR REPLACE ANY DAMAGE RESUL TINi:, FROM THE REF'AIRIN6 OR REPLACINi:, OF SUCH DEFECTS AT NO ADDITIONAL C05T TO THE 0>"1NER. HE SHALL MAKE 5UCH REPAIRS OR REPLACEMENTS V1ITHIN 10 CALENDAR DAYS FOLLOY'!IN6 >"1RITTEN NOTIFICATION BY THE OY'!NER IN THE EVENT OF OUR FAILURE TO MAKE SUCH REPAIRS OR REPLACEMENTS V'<ITHIN THE TIME SPECIFIED APTER RECEIPT OF V'lRITTEN NOTICE FROM OV"-INER, Y'!E AUTHORIZE THE OY'!NER TO PROCEED TO HAVE SAID REPAIRS OR REPLACEMENTS MADE AT OUR EXPENSE AND >"1E V'IILL PAY THE COSTS AND CHAl¾ES THEREFORE UPON DEMAND. Sl6NED, DATE, PROJECT NAME PROJECT LOCATION, CONTRACTOR NAME, ADDRESS, TELEPHONE, PART II -MATERIALS 2.01 SUMMARY USE ONLY NE>"1 HATERIAL5 OF THE MANUFACTURER, 5IZE AND TYPE SHOY'!N ON THE DRAV1INGS AND SPECIFICATIONS. MATERIALS OR EQUIPlvlENT INSTALLED OR FURNISHED THAT DO NOT MEET LANDSCAPE ARCHITECT'S, 0>"1NER'S, OR GOVERNINS A&ENCIES STANDARD5 V'<ILL BE REJECTED AND SHALL BE REMOVED FROM THE SITE AT NO EXPENSE TO THE OV"-INER. 2.02 PIPE A. PRESSURE SUPPLY LINE FROM POINT OF CONNECTION THROUGH BACKFLOV"-1 PREVENTION UNIT SHALL BE TYPE K "HARD" COFFER PIPE OR BRASS NIPPLES (LENGTH AS REQUIRED). B. FRESSl,RE SUPPLY LINES 2 INCHES IN DIAMETER AND UP TO 2.!.i INCHES IN DIAMETER DOV'INSTREAM OF BACKFLOf'I PREVENTION UNIT SHALL BE CLASS 315 SOL VENT Y'!ELD PVC. PIPIN& SHALL CONFORM TO ASTM D224I. C. PRESSURE SUPPLY LINES 3 INCHES IN DIAHETER AND UP TO 8 INCHES IN DIAMETER DOV1NSTREAM OF BACKFLOV"-1 PREVENTION UNIT SHALL BE CLASS 200 6ASKET JOINT PVC. FIFING SHALL CONFORM TO ASTM D224I. D. PRESSURE SUPPLY LINES 1.5 INCHES IN DIAMETER AND SMALLER OF THE BACKFLOV'I PREVENTION UNIT SHALL BE 5CHEDULE 40 SOLVENT V"-IELD PVC CONFORMING TO ASTM Dl1B5. E. NON-PRESSURE LINES .15 INCHES IN DIAMETER AND LARGER D0>"1NSTREAM OF THE REMOTE CONTROL VALVE SHALL BE SCH. 40 PVC. F. ALL SPECIALIZED PIPIN6 SHALL BE AS INDICATED ON THE DRAV"-IIN6 LEGEND OR DETAILS. 2.03 METAL PIPE AND FITTIN65 A. BRASS PIPE SHALL BE B5 PERCENT RED BRASS, ANSI, IFS STANDARD 125 POUNDS, SCHEDULE 40 SCRE>"1ED F'I PE. B. BRASS FITTIN&S SHALL BE MEDIUM BRASS, SCREHED 125-POUND CLASS C. COPPER PIPE SHALL BE "HARD" TYPE KOR AS NOTED ON THE DRAV'IIN6 LE6END OR DETAILS. D. COPPER FITTIN6S SHALL BE SOLDERED TYPE. -------------· - 2.04 PLASTIC PIPE AND FITTINGS A. PIPE SHALL BE MARKED CONTINUOUSLY V'llTH MANUFACTURER'S NAME, NOMINAL PIPE SIZE, SCHEDULE OR CLASS, PVC TYPE AND GRADE, NATIONAL SANITATION FOUNDATION APPROVAL, COMMERCIAL STANDARDS DESIGNATION, AND DATE OF EXTRUSION. B. ALL PLASTIC FIFE SHALL BE EXTRUDED OF AN IMPROVED PVC VIRGIN FIFE COMPOUND IN ACCORDANCE V"-IITH ASTM P224I OR ASTM Dl1B4. C ALL PVC FITTINGS SHALL BE STANDARD >"1EIGHT SCHEDULE 40 AND SHALL 13E INJECTION MOLDED OF AN IMPROVED VIRGIN PVC FITTING COMPOUND. 5LIF PVC FITTIN6S SHALL BE THE "DEEP SOCKET" BRACKETED TYPE. THREADED PLASTIC FITTINGS SHALL BE INJECTION HOLDED. ALL TEES AND ELLS SHALL BE SIDE <SATED. ALL FITTINGS SHALL CONFORM TO ASTM D2466. D. ALL THREADED NIPPLES SHALL 6E 5TANDARD >"1EIGHT 5CHEDULE eo >"1ITH MOLDED THREADS AND SHALL CONFORM TO ASTM Dl1B5. E. ALL SOLVENT CEMENTIN6 OF PLASTIC PIPE AND FITTINGS SHALL BE A TV'IO-STEF PROCESS USIN6 PRIMER AND SOLVENT CEMENT APPLIED FER THE HANUFACTURER'S RECOMMENDATIONS. CEMENT SHALL BE OF A FLUID CONSISTENCY, NOT 6EL-LIKE OR ROFY. SOLVENT CEHENTING SHALL BE IN CONFORMANCE V"-IITH ASTM D2564 AND ASTM D2855. F. >"1HEN CONNECTION IS PLASTIC TO METAL, FEMALE ADAPTERS SHALL BE HAND Tl6HTENED, PLUS ONE TURN >"1ITH A STRAP V'lRENCH. JOINT COMPOUND SHALL BE NON-LEAD BASE TEFLON PASTE, TAPE, OR EQUAL. 2 .05 BACKFLOf'I PREVENTION UNITS A THE BACKFLOJ/1 PREVENTION UNIT SHALL BE OF THE MANUFACT1JRER, SIZE, AND TYPE INDICATED ON THE DRAY'!INl:6. B. THE BACKPLOV"-1 PREVENTION UNIT SHALL BE INSTALLED IN ACCORDANCE V"-IITH THE REQUIREMENTS SET FORTH BY LOCAL CODES. C. THE BACKFLOJ/1 PREVENTION ASSEMBLY SHALL CONSIST OF BRASS FIFIN6, UNIONS AND FITTINGS. 2.06 VALVES A 6ATE VALVES I. GATE VALVES SHALL BE OF THE HANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAV'llNGS. 2. GATE VALVES SHALL BE CONSTRUCTED OF A BRONZE BODY, BONNET AND DISC, AND A MALLEABLE IRON HANDV"-IHEEL. GATE VALVES SHALL HAVE THREADED CONNECTIONS. 3. ALL SATE VALVES SHALL HAVE A MINIMUM V"-IORKING PRESSURE OF NOT LESS THAN 150 PSI AND 5HALL CONFORM TO AV'IV'IA STANDARDS. B. BALL VALVES, I. BALL VALVES SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAV"-IIN6S. 2. BALL VALVES SHALL BE CONSTRUCTED OF A BRONZE BODY, STAINLESS STEEL BALL AND STEM, MALLEABLE IRON HANDLE. BALL VALVES SHALL HAVE THRl:ADED CONNECTIONS. 3. ALL BALL VALVES SHALL HAVE A MINIMUM >"10RKING PRESSURE OF NOT LESS THAN 150 PSI AND SHALL CONFORM TO AV11'lA STANDARDS. C. QUICK COUPLER VALVES, I. QUICK COUPLER VALVES SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAY'!INGS. 2. QUICK COUPLER VALVES SHALL BE BRASS >"1ITH A V"-IALL THICKNESS SUARANTEED TO V"-IITHSTAND NORMAL >"10RKIN6 PRESSURE OF 150 PSI >"1ITHOUT LEAKAGE. VALVES SHALL HAVE FEMALE THREADS OPENIN& AT BASE, V-.ITH TV'<D-PIECE BODY. VALVES TO BE OPERATED ONLY >"1ITH A COUPLER KEY, DESl&NED FOR THAT PURPOSE. COUPLER KEY 15 INSERTED INTO VALVE AND A POSITIVE, V'lATERTIGHT CONNECTION SHALL BE MADE BETY'!EEN THE COUPLER KEY AND VALVE HIN6E COVER SHALL BE THE LOCKIN& TYPE CONSTRUCTED OF BRASS V"-IITH A RUBBER-LIKE VINYL COVER. D. AUTOMATIC CONTROL VALVES, I. AUTOMATIC CONTROL VALVES SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAY'!INGS. 2. AUTOMATIC CONTROL VALVES SHALL BE ELECTRICALLY OPERATED. E. ANTI-DRAIN VALVES, I. ANTI-DRAIN VALVES SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAY'!INGS. 2. ANTI-DRAIN VALVES SHALL HAVE I8-B STAINLESS STEEL SPRINGS AND VALVE STEHS Y'!ITH ElUNA-N SEALS. 3. ANTI-DRAIN VALVES V"-IILL HAVE THREADED CONNECTIONS THE SIZE OP THE RISER OR PIPE THEY ARE TO BE INSTALLED ONTO OR THE NEXT AVAILABLE SIZE. NO SLIP CONNECTION ANTI-DRAIN VALVES ARE ALLOi'IED. , 2.01 VALVE BOXES A. VALVE BOXES SHALL BE FABRICATED FROM A DURABLE, V"-IEATHER-RESISTANT PLASTIC MATERIAL RESISTANT TO SUNLl6HT AND CHEMICAL ACTION OF SOILS. B. THE VALVE BOX COVER SHALL BE &REEN IN COLOR AND SECURED V'<ITH BOLTS C. THE COVER AND BOX SHALL BE CAPABLE OF SUSTAININ& A LOAD OF 1,500 POUNDS. D. VALVE BOX EXTENSIONS SHALL BE BY THE SAME MANUFACTURER A5 THE VALVE BOX. E. AUTOMATIC CONTROL AND HASTER VALVE BOXES SHALL BE I6"Xll"Xl2" RECTANGULAR SIZE. VALVE BOX COVERS SHALL BE "HEAT BRANDED" IN 2" HIGH LETTERS Y'!ITH EITHER "RCV" Y'!ITH THE VALVE IDENTIFICATION NUMBERS OR "MCV". F. SPECIALITY 'JUMBO' BOXES MAY BE INDICATED ON DRAl'llNGS AND SHALL BE 25"Xl5"Xl2" RECTANSULAR SIZE. 6 BALL VALVE, 6ATE VALVE, AND QUICK COUPLER VALVE BOXES SHALL BE CIRCULAR 10" SIZE. VALVE BOX COVERS SHALL BE "HEAT BRANDED" IN 2' Hl6H LETTERS V"-IITH EITHER "BV", "GV", OR "QCV". GMP JOB NO: 14-088 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING, PRECISE LOCATION OF FLANTIN6 AREA. 1st SUBMITTAL: 06-16-15 2nd SUBMITTAL: 09-22-15 3rd SUBMITTAL: 04-07-16 FINAL SUBMITTAL: 04-18-16 11 AS BUIL T11 RCE __ ~ EXP. ___ ~ DATE REVIE\vED BY• INSPECTOR DATE ~,, i---------t---t------------+--+-------4---+--------1 ~7 CITY OF CARLS BAD ~ PLANNING DIVISI□N m '"""""" ""' ~---------"-""'_., """""',o,,,. ,~w ,,-,,0-"-""' "" 4G :o Sc:xnmto V,:,ik,y R!vct Su/:~, 200 San Diego, CA 92721 gmplrmders:Js:con1 r as-a s-sa Bff77 LANDSCAPE IRRIGA T/0N SPECs FOR: TAMARACK BEACH CUSTOM HOMES 299, 295 ~ 291 CHINQUAPIN AVENUE Ll-04 CARLSBAD, CA 92008 APN, 206-080-13-00 l----+~~+-~---~-~~~-------l----l----l--~-l-------11 A_P_P_R_o_v_E_□ _ __._~~=----'' c___L____:=::....,_e='-'--'---~ 6E E-ll.-..ft: 't-.:.=.-!so PLANNING DATE DATE INITIAL DESIGNER OF WQRK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN BY: PROJECT NO. DRAVVlNG NO. 2~~ ~~: SDP 14-09 485-BL PLOT DA TE: April 14, 2016 IRRIGATION SPECIFICATIONS (CONT'D) 2.08 IRRIGATION C-ONTROLLER A. CONTROLLER SHALL BE OF THE MANUFACTURER, SIZE AND TYPE INDIC-ATED ON THE DRAHIN6S. B. THE CONTROLLER ENC-LOSURE SHALL BE OF THE MANUFACTURER, SIZE AND TYPE INDICATED ON THE DRAHINGS. THE ENCLOSURE SHALL ALSO ENC-LOSE THE C-ONTROLLER ELEC-TRIC-AL METER THE CONTROLLER SHALL BE Of THE MANUFACTURER, SIZE AND TYPE REQUIRED BY CARLSBAD MUNICIPAL HATER DISTRICT 2.0~ ELEC-TRIGAL A. ALL ELECTRIC-AL EQUIPMENT SHALL BE NEMA TYPE 3, HATERPROOFED FOR EXTERIOR INSTALLATIONS. B. ALL ELECTRICAL >"!ORK SHALL CONFORM TO LOCAL CODES AND ORDINANCES. 2.10 LOf'l VOLT AGE CONTROL /IIIRIN6 A. REMOTE CONTROL /IIIRE SHALL BE DIRECT-BURIAL Af'lG-UF TYPE, SIZE AS INDICATED ON THE DRAIIIIIN6S, AND IN NO CASE SHALLER THAN 14 6AU6E. B. CONNECTIONS SHALL BE EITHER EPOXY-SEALED PACKET TYPE OR PENN-TITE CONNECTORS. G. COMMON HIRES SHALL BE HHITE IN COLOR, AND IN NO GASE SMALLER THAN 12 GAUGE. CONTROL IIIIIRES SHALL BE RED (>"!HERE TY'JO OR 100RE CONTROLLERS ARE USED, THE CONTROL f'llRES SHALL BE A DIFFERENT COLOR FOR EACH CONTROLLER. THESE COLORS SHALL BE NOTED ON THE "REC-ORD DRAr'IINGS" PLANS LOCATED ON C-ONTROLLER DOORJ D. GROUND f'llRES SHALL BE 6REEN IN COLOR, AND IN NO GASE SMALLER THAN 6 GAU6E. E. PROVIDE A 24, LON6 EXPANSION LOOP FOR ALL DIRECTIONAL CHANGES IN CONTROL HIRE ROUTIN6. 2.11 IRRIGATION HEADS A. SPRINKLER HEADS SHALL BE OF THE MANUFACTURER SIZE, TYPE, V'IITH RADIUS OF THROV'I, OPERATING PRESSURE, AND DISCHARGE RATE INDICATED ON THE DRAV'IIN6S. B. POP-UP HEADS AND RISER HEADS SHALL BE USED AS INDICATED ON THE DRAV'IINGS. PART 111 -EXECUTION :J.0I SITE CONDITIONS A. INSPECTIONS, I. PRIOR TO ALL V'!ORK OF THIS SECTION, CAREFULLY INSPECT THE INSTALLED V'IORK OF ALL OTHER TRADES AND VERIFY THAT ALL SUCH V'!ORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. 2. VERIFY THAT IRRIGATION SYSTEM MAY BE INSTALLED IN STRICT ACCORDANCE WITH ALL PERTINENT CODES AND REGULATIONS, THE ORIGINAL DESIGN, THE REFERENCED STANDARDS, AND THE MANUFACTURER'S RECOMMENDATIONS. B. DISCREPANCIES, I. IN THE EVENT OF Dl5GREFANGY, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE. 2. DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY UNTIL ALL DISCREPANCIES HAVE BEEN RESOLVED. G. GRADES, I. BEFORE STARTIN6 V'!ORK, GAREFULL Y CHECK ALL GRADES TO DETERMINE THAT f'lORK MAY SAFELY PROCEED, KEEPIN6 ~ITHIN THE SPECIFIED MATERIAL DEPTHS V'llTH Rl:SFEGT TO FINISH GRADE, 2. FINAL GRADES SHALL BE ACCEPTED BY THE ENGINEER BEFORE l'IORK ON THIS SECTION V'!ILL BE ALLO/IIED TO BE6IN. D. FIELD Hl:ASUREMENTS, I. MAKE ALL NECE5SARY MEASUREMENTS IN THE FIELD TO ENSURE PRECISE FIT OF ITEHS IN ACCORDANCE WITH THE ORl61NAL DESl6N. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL IRRIGATION MATERIAL5 V'IITH ALL OTHER V'IORK. 2. ALL SCALED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL CHECK AND VERIFY ALL SIZE DIMENSIONS PRIOR TO PROCEEDING HITH ~ORK UNDl':R THIS SECTION. 3. EXERC-ISE EXTREME GARE IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO UTILITIES V'!HICH ARE CAUSED BY HIS OPERATIONS NE6LECT E. F. I. 2. DIAGRAMHATIC INTENT, THI': DAAWIN65 ARE l':SSENTIALLY DIAGRAMMATIC. THE SIZE AND LOCATION OF EQUIPMENT AND FIXTURES ARE DAAl'lN TO SCALE WHERE POSSIBLE. PROVIDE OFFSETS IN PIPING GHAN6ES IN EQUIPMENT LOCATIONS AS NECESSARY TO CONFORM WITH STRUCTURES AND TO AVOID OBSTRLl::-TIONS OR CONFLICTS V'!ITH OTHER V'IORK AT NO ADDITIONAL EXPENSE TO Of'lNER LAYOUT, PRIOR TO INSTALLATION, THE CONTRACTOR SHALL STAKE OUT ALL PRESSURE SUPPLY LINES, ROUTING AND LOCATION Of SPRINKLER HEADS, VALVES, BACKFLOJI'< PREVENTER, AND AUTOMATIC CONTROLLER LAYOUT IRRl6ATION 5YSTEM AND MAKE MINOR ADJUSTMENTS REQUIRED DUE TO DIFFERENC-ES BET/IIEEN SITE AND DRAV'IIN6S. Jl'<t-tf:RE PIPING IS SHOWN ON DRAr'IIN6S UNDER PAVED AREA5, BUT RUNNING PARALLEL AND ADJACENT TO PLANTED AREAS, INSTALL THE FIFING IN THE PLANTED AREAS. 6. V'!ATER SUPPLY CONNECTIONS TO, OR THE INSTALLATION OF, THE V'!ATER SUPPLY SHALL BE AT THE LOCATIONS SHOIIIIN ON THE DRAJl'<INGS. MINOR cHAN6ES C-AUSED BY ACTUAL SITE CONDITIONS SHALL BE MADE AT NO ADDITIONAL EXPENSE TO Of'1NER. H. ELECTRICAL SERVICE, I. CONNECTIONS TO THE ELEC-TRICAL SUPPLY SHALL BE AT THE LOCATIONS SHOf'1N ON THE DRAWINGS. MINOR CHANGES CAUSED BY SITE CONDITIONS SHALL BE MADE AT NO ADDITIONAL EXPENSE TO 0/IINER 2. CONTRACTOR SHALL MAKE 120 VOLT CONNECTION TO THE IRRl6ATION CONTROLLERS. ELECTRICAL POH!:R SOURCE TO CONTROLLER LOCATIONS SHALL BE PROVIDED BY OTHERS. 3.02 TRENC-HIN6 A. EXCAVATIONS SHALL BE STAAl6HT WITH VERTIC-AL SIDES, EVEN 6RADE, AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENC-H. TRENCHING EXCAVATION SHALL FOLLOV'! LAYOUT INDICATED ON DRAV'!IN&S TO THE DEPTHS BELOV'I FINISHED &RADE AND AS NOTED. V'IHERE LINES OCCUR UNDER PAVED AREA, THESE DIMENSIONS SHALL BE CONSIDERED BELOf'l SUBGRADE. B. PROVIDE HINIHUM COVER OF 18 INCHES ON FRES5URE SUPPLY LINES 2 1/2 INCHES AND SMALLER. PROVIDE MINIMUM GOVER OF 24 INCHES ON PRESSURE SUPPLY LINES 3 INCHES, AND 36 INCHES OF GOVER ON PRESSURE SUPPLY LINES 4 INCH AND LAR6ER. C, PROVIDE MINIHUH GOVER OF 18 INCHE5 FOR CONTROL WIRE5. D. PROVIDE MINIMUM GOVER OF 12 INC-HES FOR NON-PRESSURE LINES. E. F. 3.03 PIPES INSTALLED IN A COMMON TRENCH SHALL HAVE A 4 INCH MINIMUM SPACE BET~EEN PIPES. PROVIDE SAND BACKFILL A MINIMUM OF 4 INCHES OVER AND UNDER ALL MAINLINE FIPIN6. BACKFILLING A. BACKFILL MATERIAL ON ALL LINE5 SHALL BE THE SAME AS ADJACENT SOIL FREE OF DEBRIS, UTTER, AND ROCKS OVER 1/2 INCH IN DIAMETER B. BACKFILL SHALL BE TAMPED IN 4-INCH LAYERS UNDER THE FIFE AND UNIFORMLY ON BOTH SIDES FOR THE FULL ~IDTH OF THE TRENCH AND THE FULL LEN6TH OF THE FIFE. BACKFILL MATERIAL5 SHALL BE SUFFICIENTLY DAMP TO PERMIT THOROUGH COMPACTION, PREE OF VOIDS. BACKFILL SHALL BE COMPACTED TO DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL AND SHALL C-ONFORM TO ADJACENT GRADES. C. FLOODIN6 IN LIEU OF TAMFIN6 15 NOT ALLOHED. D. UNDER NO CIRCUMSTANCES SHALL TRUCK WHEELS BE USED TO COMPACT BACKFILL. E. PROVIDE SAND BACKFILL A MINIMUM OF 6 INCHES OVER AND UNDER ALL PIPIN6 UNDER PAVED AREAS. 3.04 FIFING A. PIPING UNDER EXISTING PAVEMENT MAY BE INSTALLED BY JACKING, BORING, OR HYDRAULIC DRIVING. NO HYDRAULIC-DRIVING IS PERMITTED UNDER A5FHAL T PAVEMENT. B. GUTTING OR BREAKING OF EXISTING PAVEMENT IS NOT PERMITTED. C, CAREFULLY INSPECT ALL FIFE AND FITTINGS BEFORE INSTALLATION, REMOVING DIRT, SCALE, BURRS REAMING. INSTALL FIFE f'IITH ALL MARKIN6S UP FOR VISUAL INSPECTION AND VERIFICATION. D. REMOVE ALL DENTED AND DAMAGED PIPE 5ECTIONS, E. ALL LINES SHALL HAVE A HINIMUM CLEARANCE OF 6 INCHES FROM EAC-H OTHER AND 12 INCHES FROM LINES OF OTHER TRADES. F. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER EACH OTHER. G. IN SOLVENT V'!ELDING, USE ONLY THE 5PEGIFIED PRIMER AND SOLVENT CEMENT AND MAKE ALL JOINTS IN STRICT AGGORDANGE ~ITH THE MANUFACTURER'S RECOMMENDED METHODS INCLUDING ~IPING ALL EXCESS SOLVENT FROM EACH WELD. ALLOV'! SOLVENT WELDS AT LEAST IS MINUTES SETUP TIME BEFORE MOVIN6 OR HANDLIN6 AND 24 HOURS GURIN6 TIME BEFORE FILLIN6 H. PVC PIPE SHALL BE INSTALLED IN A MANNER V'IHIGH V'!ILL PROVIDE FOR EXPANSION CONTRACTION AS REGOMM!:;NDED BY THE PIPE MANUFAC-TURER. I. CENTl:RLOAD ALL PLASTIC FIFE PRIOR TO PRESSURE TE5TIN6. J. ALL THREADED PLASTIC-TO-PLASTIC CONNECTIONS SHALL BE A55EMBLED USING TEFLON TAPE OR TEFLON PASTE. K. FOR PLASTIC-TO-METAL CONNECTIONS, IIIIORK THE METAL CONNECTIONS FIRST. USE A NON-HARDENIN6 PIPE DOPE AN ALL THREADED PLASTIC-TO-METAL CONNECTIONS, EXCEPT f'IHERE NOTI:D OTl-ifli1.i"IISE. ALL FLASTIC-TO-METAL CONNECTIONS SHALL BE MADE f'IITH PLASTIC FEMALE ADAPTERS. L. ALL CONNECTIONS BETWEEN PVC LATERAL LINES SHALL BE MADE USING SCH. 40 PVC FITTINGS 11111TH COMPRESSION ADAPTERS. ALL CONNECTIONS BET~EEN DRIPPERLINES TO BE MADE USIN6 COMPRESSION FITTIN6S OF MANUFACTURER OF THE DRIPPERLINE. USE NO PIPE DOPE, TEFLON TAPE, PRIMER OR SOLVENT CEMENT ON GOMPRE5SION flTTIN65. :J.OS CONTROLLER A. THE EXACT LOCATION OF THE CONTROLLER SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT OR Of'INER'S AUTHORIZED REPRESENTATIVE BEFORE INSTALLATION. THE ELECTRICAL SERVICE SHALL BE COORDINATED i"IITH THIS LOCATION. B. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL ELEC-TRIGAL HOOK UP TO IRRl6ATION CONTROLLER. C. THE IRRIGATION SYSTEM SHALL BE PROGRAMMED TO OPERATE DURING THE PERIODS OF MINIMAL USE OF THE DE51GN AREA. D. INSTALL C-ONTROLLER ENCLOSURE AS RECOMMENDED BY THE MANUFACTURER. :J .06 CONTROL f'll RI NG A LOW VOLTA6E CONTROL V'!IRIN6 SHALL OGGUPY THE SAME TRENCH AND SHALL BE INSTALLED ALON6 THE SAME ROUTE AS THE PRESSURE SUPPLY LINES ~HENEVER POSSIBLE. B. Jl'<HERE MORE THAN ONE ~IRE IS PLACED IN A TRENCH, THE V'!IRING SHALL BE TAPED T06ETHER IN A BUNDLE AT INTERVALS OF 10 FEET. BUNDLE SHALL BE SECURED TO THE MAINLINE ff11TH TAPE AT INTERVALS OF 20 FEET. C. ALL CONNECTIONS SHALL BE OF AN APPROVED TYPE AND SHALL OCCUR IN A VALVE BOX. PROVIDE AN 18 INCH 5ERVIGE LOOP AT EACH CONNECTION. D. AN EXFAN510N LOOP OF 12 INCHES SHALL BE PROVIDED AT EACH V'!IRE CONNECTION AND/OR DIRECTIONAL CHAN6E, AND ONE Of 24 INCHES 5HALL BE PROVIDED AT EACH REMOTE CONTROL VALVE. E. A C-ONTINUOUS RUN Of V'llRE SHALL BE USED BETWEEN A CONTROLLER AND EACH REMOTE CONTROL VALVE. UNDER NO GIRGUHSTANGES SHALL SPLICES BE USED V'!ITHOUT PRIOR APPROVAL. 3.01 VALVES A. B. AUTOMATIC CONTROL VALVES, BALL VALVES, GAl'E VALVES, AND QUIC-K COUPLER VALVES SHALL BE INSTALLED IN THE APPROXIMATE LOCATIONS INDICATED ON THE ORAV'!IN6S. VALVE SHALL BE INSTALLED IN SHRUB AREAS WHENEVER POSSIBLE. INSTALL ALL VALVES AS INDICATED IN THE DETAIL DRAWIN6S. VALVES TO BE INSTALLED IN VALVE BOXES SHALL BE INSTALLED ONE VALVf PER BOX. D. E. REMOTE CONTROL VALVES AND QUICK COUPLER VALVES SHALL BE ISOLATED FROM THE MAINLINE BY A BALL VALVE SIZED PER THE LARGEST R.C.V. IN THE MANIFOLD OR I 1/2 INCH FOR Q.G.V.'S. :J.08 VALVE BOXES A. VALVE BOXES 5HALL BE IN5TALLED IN 5HRUB AREAS WHENEVER F0551BLE. B. EACH VALVE eox SHALL BE INSTALLED ON A FOUNDATION OF 3/4 INCH GRAVEL BACKFILL, 2 Cl.16IG FEET MINIMUM. VALVE BOXES SHALL BE INSTALLED WITH THEIR TOPS 1/2 INCH ABOVE THE SURFAC-E OF SURROUNDING FINISH GRADE IN LAWN AREAS AND :J INCHES ABOVE FINISH 6RADE IN GROUND GOVER AREAS. BAC-KFLO~ PREVENTERS A. INSTALL BAGKFLOV'! PREVENTER UNlr AS INDICATED IN THE DETAIL DRAWINGS. B. INSTALL BAGKFLOW AS5EHBLIES AT LOCATIONS APPROVED IN THE FIELD AND AT HEIGHT REQUIRED BY LOCAL CODES. C. INSTALL V'!YE STRAINERS AND PRESSURE REGULATORS ON THE BAC-KFLOW ASSEMBLY. D. IF BACKFLOf'l PREVENTER IS INSTALLED ADJACENT TO A BUILDIN6, ~LL, OR OTHER OBSTRUCTION, INSTALL UNIT SO THAT Tl-IE TEST C-OCKS ARE FAG ING OUTWARD AV'!A Y FROM THE OBSfRUC-TION. E. INSTALL BACKFL0"1 ENCLOSURE AS RECOMMENDED BY THE MANUFACTURER. :J.10 SPRINKLER HEADS A SPRINKLER HEADS SHALL BE INSTALLED AS INDICATE!) ON THE DRA~IN6S. B. SFACIN6 OF HEAD5 SHALL NOT EXCEED MAXIMUM INDICATED ON THE DRA~INGS. C. E. RISER NIPPLES SHALL BE OF THE SAME SIZE AS THE RISER OPENIN6 IN THE SPRINKLER BODY. FOP-UP SPRINKLER HEADS SHALL NOT BE INSTALLED USING SIDE OUTLET OPENINGS. RISER NIPPLES ON RECYCLED V'!ATER SYSTEMS SHALL BE IDENTIFIED V'!ITH ADHESIVE VINYL MARKERS BELO~ SPRINKLER HEAD AND A MINIMUM OF 10 INCHE5 ABOVE FINl5H GRADE. m 9.11 HISCELLANEOUS EQUIPMENT A INSTALL ALL ASSEMBLIES SPECIFIED HEREIN ACCORDIN6 TO THE RESPECTIVE DETAIL DRAV'!IN65 OR SPEGIFIGATIONS, USIN6 BEST STANDARD PRACTICES. B. QUICK COUPLER VALVES SHALL BE SET APPROXIMATELY 12 INCHES FROM ff1ALKS, CURBS, HEADER BOARDS, OR PAVED AREAS V'IHERE APPLICABLE. G. UNLESS DESIGNED AS AN INTEGRAL PART OF THE IRRl6ATION HEAD, ANTI-DRAIN VALVES WILL BE INSTALLED UNDER EVERY HEAD. THE ANTI-DRAIN VALVE V'IILL BE THE SAME DIAMETER AS THE RISER AND BE INTE6AAL TO THE RISER ASSEMBLY. D. INSTALL RAIN SENSOR AS INDICATED ON THE DRAV'!IN65 AND AS RECOMMENDED BY THE MANUFACTURER. :J.12 FLUSHING THE SYSTEM A. PRIOR TO INSTALLATION OF SPRINKLER NOZZLES, THE VALVES SHALL BE OPENED AND A FULL HEAD OF WATER USED TO FLUSH OUT THE LINE5 AND RISERS. B. SPRINKLER NOZZLES SHALL BE INSTALLED AFTER FLUSHING THE SYSTEM HAS BEEN C-OMFLETED. 3.13 ADJUSTING THE SYSTEM A. CONTRACTOR SHALL ADJUST VALVES, ALl6N HEADS, AND GHEGK COVERAGE OF EACH SY5TEM PRIOR TO GOVERA6E TEST. B. IF IT IS DETERMINED BY THE LANDSCAPE ARCHITECT OR Or'INER'S AUTHORIZED REPRESENTATIVE THAT ADDITIONAL ADJUSTMENTS OR NOZZLE CHAN6ES i"IILL BE REQUIRED TO PROVIDE PROPER COVERAGIE, ALL NECESSARY CHANGES OR ADJUSTMENTS SHALL BE MADE PRIOR TO ANY PLANTIN6. C THE ENTIRE SY5TEM SHALL BE OPERATIN6 PROPERLY BEFORE ANY PLANTING OPERATIONS COMMENCE. D. AUTOHATIC CONTROL VALVES ARE TO BE ADJUSTED SO THAT THE SPRINKLER HEADS OPERATE AT THE PRESSURf RECOMMENDED BY THE MANUFACTURER. :J.14 TESTIN6 AND OBSERVATION A. DO NOT ALLOv-1 OR CAUSE ANY OF THE IIIIORK of THIS SECTION TO BE COVERED UP OR ENGLOSED UNTIL IT HAS BEEN OBSERVED, TESTED AND ACCEPTED BY THE LANDSCAPE ARCHITECT, OWNER, AND GOVERNIN6 AGIENCIES. B. THE CONTRAC-TOR SHALL BE SOLELY RESFON51BLE FOR NOTIFYIN6 THE LANDSCAPE ARCHITECT, OWNER, AND 60VERNING A6ENCIES, A MINIMUM OF 48 HOJRS IN ADVANCE, f'lHERE AND V'!HEN THE Y'JORK IS READY FOR TESTING. G V'IHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR SHALL PERFORM A GOVEAAGE TEST OF EAC-H SYSTEM IN ITS ENTIRETY TO DETERMINE IP THE ~ATER COVERA6E FOR THE PLANTED AREAS IS COMPLETE AND ADEQUATE IN THE PRESENCE OF THE LANDSCAPE ARCHITECT. D. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL IIIIORK REOUIRED TO CORRECT ANY INADEQUACIES OF GOVERA6E DUE TO DEVIATIONS FROM THE FLANS, OR f'IHERE THE SYSTEM HAS BEEN f'IILLFULLY INSTALLED AS INDICATED ON THE DRAV'!IN6S IIIIHEN IT IS OBVIOUSLY INADEQUATE, WITHOUT BRINGIN6 THIS TO THE ATTENTION OP THE LANDSCAPE ARCHITECT. THIS TEST 5HALL BE ACCEPTED BY THE LAND5GAFE ARCHITECT AND ACCOMPLISHED BEFORE STARTIN6 ANY PLANTIN6. E FINAL INSPECTION ~ILL NOT COMMENCE f'IITHOUT RECORD DRAV'!INGS AS PREPARED BY THE IRRl6ATION CONTRACTOR :J.I5 HAINTENANGE DURING THE KAINTl:NANCE PERIOD THE CONTRACTOR SJ,IALL ADJUST AND MAINTAIN THE IRRIGATION SYSTEM IN A FULLY OPERATIONAL CONDITION PROVIDING COMPLETE IRRIGATION COVERAGE TO ALL INTENDED PLANTIN6S. 3.16 COMPLETION GLEANING CLEAN-UP SHALL BE MADE AS EACH PORTION OF THE WORK PR06RESSES. REFUSE AND EXCES5 DIRT SHALL BE 1-(EMOVED FROM THE SITE, ALL i"IALKS AND PAVING SHALL BE BROOMED, AND ANY DAMA6E SUSTAINED ON THE f'IORK OF OTHERS SHALL BE REPAIRED TO ORIGINAL CONDITION5. END Of SECTION CD MODEL PCB BUBBLER (I) FINISH GRADE SWING JOINT fs"\ HUNTER 'PRO-FLEX' TUBING \::V HSBE-050 ELBOWS (2), & MAR LEX STREET ELBOW ( 1) CD LATERAL TEE OR ELL @ LATERAL PIPE 24"-36", ,, ,.,,, 2 \---~__:fill~ 4 5 PCB BUBBLER 1st SUBMITTAL: 06-16-15 2nd SUBMITTAL: 09-22-15 3rd SUBMITTAL: 04-07-16 T FINAL SUBMITTAL: 04-18-16 SCALE: 1 :4 [[h:rr(taf IRRIGATION DETAIL GMP JOB NO: 14-088 APPROVED FOR IRRIGATION AND PLANTIN& ONLY, INC.LUPIN& PRECISE LOCATION OF PLANTING AREA. RCE___ EXP, ___ _ REVIEWED BY, INSPECTOR ..It► I SOHESET I CITY OF CARLSBAD 111, 1---l----+----------------t-----J--u--,----i PLANNING DIVISI □N LANDSCAPE /RR/GA TION SPECs FOR: DATE DATE TAMARACK BEACH CUSTOM HOMES 299, 295 & 291 CHINQUAPIN AVENUE 40K: Sc.rent;:; VB:iey Si'./d. Suire 200 L/-05 CARLSBAD, CA 92008 APN, 206-080-13-00 S&1 Die.go. CA 9Zl21 ; mpiani:sar~ti ,,com T B.58 558 3977 DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INl11AL OTHER APPROVAL CITY APPROVAL I APPROVED tu,( l--r: EL¼-'-t. z:..,. «- I DATE PLANNING DWN BY: PROJECT NO. DRA'MNG NO. CHKD BY: SDP 14-09 485-81 RVWD BY: PLOT DA TE: April 14, 2016 V r PLANTING CONCEPT LEGEND SYMBOL TREES QTY. SYM. 3 + 3® SHRUBS QTY. SYM. 80 8 4 0 23 ® 11 @ 23 8 35 0 44 Q) 11 @ 5 ® 11 ® 16 @ VINES 15 • BOTANICAL NAME ARBUTUS 'MARINA' ARC,HONTOPHOENI X GUNNINGHAMIANA ERIOBOTRYA DEFLEXA (STD) METROSIDEROS EXCELSA BOT AN I CAL NAME AEONIUM 'MINT SAUGER' AGAVE ATTENUATA ANIGOZANTHOS 'AMBER VELVET' BOUGAINVILLEA 'ROSENKA' GALAMAGROSTIS X AGU. 'KARL FOERSTER' EL YMUS GONDENSA TUS JUNCUS PATENS 'ELK BLUE' PHORMIUM 'EVENING GLOV'l' PITTOSPORUM TEN. 'SILVER SHEEN' J.AIESTRINGIA FRUTICOSA BAMBUSA MULTIPLEX 'ALPHONSO~KARR' BOTANICAL NAME PASSIFLORA VITIFOLIA GROUND COVERS BOTANICAL NAME PASPALUM VA61NATUM (VEG ET A TED SY'IALES) SENEGIO MANDRALISGAE ----~ -------------------- COMMON NAME MARINA STRAV'lBERRY TREE KING PALM BRONZE LOQUA T NEV'l ZEALAND CHRISTMAS TREE COMMON NAME MINT SAUGER AEONIUM FOXTAIL AGAVE KANGAROO PAV'l BOU6AINVILLEA (SHRUB FORM) FEATHER REED GRASS MA6ELLAN V'lHEA Ti5RASS ELK BLUE CALIFORNIA GRAY RUSH FLAX SIL VER SHEEN PITTOSPORUM COAST ROSEMARY ALPHONSE KARR BAMBOO COMMON NAME CRIMSON PASSION FLOY'IER COMMON NAME SEASHORE TURF GRASS BLUE CHALK FINGERS SIZE IAIA TER USE 24"BOX 24"BOX M 15 GAL. 24" BOX SIZE IAIA TER USE I GAL. L 5 GAL. L I GAL. L 5 GAL. L 5 6AL. 5 GAL. L 5 GAL. 5 GAL. 15 GAL. L 15 GAL. M SIZE IAIA TER USE 15 GAL. M SIZE Y'lATER USE SOD H FLATS@ L 18" O.G. NOTES, I. 2. 3. 4. 5. ROOT BARRIER SHALL BE INSTALLED V'lHERE TREES ARE V'llTHIN 10' OF ANY HARDSGAPE ELEMENT, SEE ROOT BARRIER DETAIL. ALL SHRUB AREAS V'llTH DRIP IRRIGATION SHALL RECEIVE A 3" LAYER OF SHREDDED BARK MULCH. C,0NTRAGTOR SHALL NOT INSTALL BARK MULCH ON SLOPES OVER 5' HISH V'llTH A SLOPE SREA TER THAN 3:1. CONTRACTOR SHALL SUBMIT BARK MULCH SAMPLE TO LANDSCAPE ARGHITECT FOR APPROVAL PRIOR TO DELIVERY. ALL LANDSCAPE AREAS SHO~N V'llTHOUT 6R0UNDG0VER OR PLANT MATERIAL SHALL RECEIVE A 3" LAYER OF SHREDDED BARK MULCH. NO MULCH SHALL BE PLACED V'llTHIN 12" OF THE BUILDING. ALL SHRUB AREAS TO BE UNDER-PLANTED V'llTH GROUNDGOVER. SEE PLAN AND LEGEND FOR TYPE AND LOCATION CONTRACTOR SHALL PROVIDE PHOTOS INDICATIVE OF ALL PLANT MATERIAL SPECIES 15 GAL. SIZE AND LARGER AND FOR PLANTER POTS. SUB-STANDARD PLANT MATERIAL V'llLL BE REJECTED ON SITE. HOU5Efll1 299 CHINQUAPJN AVE. FF-53.5 PAD-52.8 !AlA TER USE PLAN POT ABLE v-.lA TER USE HOU-SI: #2 295 CHINQUAP!N AVE. NOTE, NO AREA5 5HALL UTILIZE REGYGLED OR iSRAY v-.lATER OF ANY KIND ON SITE. 20 10 o 20 40 60 -----~--- SCALE: 1 "' 20' IRRIGATION NOTE: ALL LANDSCAPE AREAS ARE PRIVA ELY MAIN AINE T T D. GRADING NOTE: GMP 10 5 0 10 20 30 ~ --~1---1--...ii1 SCALE: 1" = 10' LANDSCAPE PLANT MATERIAL NOTE, I. LANDSCAPING CONSISTING OF GR0UNDC0VER, SHRUBS, AND TREES SHALL BE USED TO SCREEN ELEMENTS OF UNSIGHTLINESS AND SCREEN/SOFTEN NE/'\I IMPROVEMENTS, V'IATER METERS AND UTILITY TRANSFORMERS. UTILITY TRANSFORMERS AND OTHER ABOVE 6R0UND UTILITIES HAY ONLY BE SCREENED TO THE EXTENT ALL0/'\IABLE BY EACH INDIVIDUAL FRANCHISE UTILITY COMPANY. 2. SPACING Of PLANTS SHALL ALL0V'I FOR THEIR SIZE AT MATURITY. S. TREES JilllTH SURFACE ROOT SYSTEMS AND/OR BROAD BRANCH STRUCTURES SHALL BE PLANTED ONLY V'IHERE SUFFICIENT SPACE IS AVAILABLE ROOT BARRIERS ARE TO BE USED V'IHERE TREES ARE LOCATED V'IITHIN 10' OF ANY HARDSCAPE IMPROVEMENT. 4. SEE CIVIL EN61NEERS PLANS FOR LOCATION OF L.I.D. FEATURES 5. SUBSURFACE IRRIGATION SHALL BE INSTALLED IN ALL PLANTING/TURF AREAS V'IITHIN 24" OF HARDSCAPE. JOB NO: 14-088 1st SUBMITTAL: 06-16-15 2nd SUBMITTAL: 09-22-15 3rd SUBMITTAL: 04-07-16 FINAL SUBMITTAL: 04-18-16 /I AS BUIL T11 SURFAGE DRAINAGE (2% GRADE IN PLANTING AREAS) SHALL RCE EXP. DATE BE Af'IIAY FROM STRUGTURES AND TERMINATE IN AN APPROVED FOR IRRIGATION APPROVED DRAINAGE SYSTEM. AND PLANTING ONLY, REVIEl,IED BY, INCLUDING PRECISE LOCATION OF PLANTING AREA. INSPECTOR DATE ..,, ~ CITY OF CARLSBAD I SiE1S I ffl P, ~ini 1 g PLANNING DIVISI □N m LANDSCAPE PLANTING PLAN FOR: TAMARACK BEACH CUSTOM HOMES .. , .... ".,. u~~~~m•" o ,-,~~~~~ 299, 295 ~ 291 CHINQUAPIN AVENUE 11010 Sein onto \/~iii's-N aivd, CARLSBAD, CA 92008 SU:W 200 LP-01 APN, 206-080-13-00 San DIP.gD, CA 92121 I APPROVED tvA~ -+-i::..,_ ~...,, I 9 mpt;md ;,irctu:;om C::t.-~~ 1858 §"ill 8977 :PLANNING DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: SDP 14-09 485-81 PLOT DA TE: April 14, 2016 PL.AN Sl:;CilON I PREPARED SOIL 2 PLANT TABLET 5 FINISH GRADE 4 CON"•.ETE CURB OR HARDSGAPE IMPROVEMENT AS INDICATED ON PLAN ©CONCRETE MOl'I STRIP OR HARDSGAPE IMPROVEMENT AS INDICATED ON PLAN PLANT PER PLANT RJLL O G PER PLANT LEGEND 2 x O.C. SPACING PER PLANT LEGEND AT ED&E OF PLANTIN& AREA 5ROUNDCOVER PLANTING NTS. 2xROOTBALL DIAMETER I ROOTEJALL 2 CROV'IN I" ABOVE FINISH GRADE s FINISH GRADE 4 FINISH &RADE AT SLOPE 5 BACKFILL MIX (SEE NOTES) e, PLANT TABLETS (SE!: NOTES) "I FINISH SURFACE OF PAVED AREA e, 4" HIGH V'IATERING BASIN (IF REQUIRED) 02"-3" BARK M.ILCH LAYER (SEE LEGEND FOR DEPTH) ©BARK MULCH SHALL BE PULLED Al'IA Y FROM BASE OF TREE/SHRUB A MIN. OF 6" NOTE, l'IHERE TREES ARE PLANTED IN TURF AREAS, CONTRACTOR SHALL REMOVE TURF A MIN. Of 12" DIA AT THE BASE OF THE TREE. INSTALL AN ARBOR GUARD AT THE BASE Of THE TRUNK. G T~EE AND SHRUB PLANTING D, 0FRONDS -TIE i"llTH SINGLE STRAND OF OR6ANIC MA TERI AL, UNTIE AT END Of MAINTENANCE PERIOD ©PALM TRUNK -SEE SPECIFICATIONS FOR SKINNING 04" Hl6H i"lATERIN& BASIN If REQUIRED ©BACKFILL MIX -100% i"!ASHED SAND 5 UNDISTURBED NATIVE SOIL " FINISH GRADE AT SLOPE "I FINISH &RADE e, PLANT TABLETS (SEE SPECIFICATIONS) ROOTEJALL 4" ROUND BLACK GRATE BY NDS 4" PERFORATED DRAIN PIPE i"lRAPPED i"l/ DRAIN SOCK @%" CRUSHED ROCK i"lRAPPED l'IITH FILTER FABRIC SEC-ilON FL.AN B. ROOT BARRIER FL-AN SEC.ii ON <'.t. OF TREE 5' 0 w () S' TREE DOUBLE STAKING 2xROOTBALL DIAMETER FALM PLANTING NTS. F VINE PLANTING 0caNcRETE SIDE MLK OR HARDSC-APE IMPROVEMENT AS INDIC-ATED ON PLAN 0DEEPROOT ijUB 24-2 INSTALL IN 10' LEN&THS, TYP. SUB&RADE PLANTS PER PLAN CONCRETE CURB OR HARDSCAPE IMPROVEMENT AS INDICATED ON PLAN NOTE, ALL TREES V'IITH 10' OF ANY l'IALK, CURB, DRIVE, BUILDIN&, UTILITY OR HARDSCAPE ELEMENT SHALL RECEIVE 10' OF ROOT BARRIER UNLESS OTHERl'IISE INDIGA TED ON THE PLANS. I TREE TRUNK 2 SEE TREE PLANT I N6 DETAIL s VINYL TREE TIE (4 REQUIRED) .TS. 4 (2) 2" DIA. x 10' LOD&E POLE PINE STAKES. TIE TREE TRUNK 6" ABOVE BENDING MOMENT OF TREE. TIE SHOULD PROVIDE FLEXIBILITY OF TRUNK, BUT NOT ALLOVI RUBBIN& OF TRUNK AGAINST STAKE. GUT STAKES OFF 6" ABOVE TIES. FINISH 6RADE 4" Hl&H i"lATERING BASIN (IF REQUIRED) 0 1NSTALL ARBOR GUARD AT THE BASE OF TREE If IN LAi"lN AREA PI..Nr-Vk.JGll 0vlNE ATTACHED TO VIALL/FENCE i"llTH VINYL PLANT TIES ~ NURSERY 5TAKf5 TO BE REMOVED 9 i"lALL SURF ACE 4 CROVIN -I" ABOVE FINISH GRADE $ 4" HIGH i"lATERING BASIN e PLANT TABLETS PER PLANTIN& SPECIFICATIONS 0FINISH GRADE ©BACKFILL MIX (SEE SPECIFICATIONS) 0uNDISTURBED NATIVE SOIL ©ROOTBALL NOTE, VINE SHALL BE ATTACHED TO SURFACE OF FREESTANDING MASONRY i"lALLS i"l/ CLEAR EPOxY VINE TIES, DO NOT ATTACH VINES TO BUILDINGS VINES i"I/ NURSERY ESPALIER STAKE TO BE MOVED OUT OF ROOTBALL AND INSTALLED 6" FROM FACE OF VIALL (VIHERE APPLICABLE) TOP OF i"lA TERING BASIN& TO BE MIN. b' IJELOVI FINISHED FLOOR OF 81.JILDINi:i FLA NT I NG NOTES I. A THE PLANTING PLAN IS DIAGRAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. B. QUANTITIES SHOV'4N ON THE PLANTING PLAN ARE APPROXIMATE AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. C. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF THE DISCREPANCIES BETY'IEEN QUANTITIES AND SYMBOLS SHOIAIN. 2. LANDSCAPE CONTRACTOR SHALL APPLY A CONTACT HERBICIDE, Y'IHERE il'IEEDS ARE PRESENT, PER MANUFACTURERS SPECIFICATIONS A MINIMUM OF TEN (lo) DAYS PRIOR TO COMMENCEHENT OF ANY PLANTIN6 OR IRRl6ATION il'IORK. Y'IEEDS SHALL BE ALLOIAIED TO COHPLETEL Y DIE BACK, INCLUDIN6 THE ROOTS BEFORE PROCEEDING Y'IITH V'lORK. 3. LANDSCAPE CONTRACTOR SHALL SUBMIT A SOIL ANALYSIS REPORT FROH A TESTING AGENCY /PRE-APPROVED BY THE CITY) TO THE LANDSCAPE ARCHITECT BEFORE BEGINNIN6 Y'IORK. THE TEST SHALL INDICATE BUT NOT BE LIHITED TO THE FOLLOIAllNG, A. OR6ANIC HATTER CONTENT 6. N, P, K C. pH D. EC E, SOIL TEXTURE (SILT, GLAY, SAND) F. RECOMMENDATIONS FOR AMENDMENTS, LEACHING AND MAINTENANCE FERTILIZATIONS. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OP CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS 4. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE PULLY OPERATIONAL AND PLANTIN6 AREAS SHALL BE THOROUGHLY SOAKED. 5. ALL AREAS TO BE PLANTED, il'IHICH HAVE A SLOPE OF LESS THAN 10%, SHALL BE CROSS-RIPPED TO A DEPTH OF SIX (6") INCHES AND THE FOLLOY'IING AHENDMENTS SPREAD EVENLY AND THOROUGHLY BLENDED IN PER 1,000 SQUARE FEET (QUANTITIES SUBJEC.T TO C.HANGE PER SOIL ANALYSIS), A. S CUBIC YARDS NITR06EN FORTIFIED REDIAIOOD SHAVIN6S El. 100 POUNDS AGRIC.UL TURAL 6YPSUM C. 15 POUNDS IRON SULPHATE D, 25 POUNDS 16-6-8 SLOY'I RELEASE FERTILIZER 6 EACH PLANT SHALL RECEIVE "AGRIFORM" (OR EQUAL! PLANT TABLETS AS FOLLOY'IS, A ROOTED CUTTINe;,/4" POT (I) 5 6>RAM B. I GAL CONTAINER (I) 21 GRAM C 5 0AL. CONTAINER (3) 21 6RAM D. 15 6AL. CONTAINER /5) 21 GRAM E BOX TREE (I) 21 &RAM PER 3" BOX SIZE 1. 8. PLANT BACK FILL SHALL BE 50% SITE SOIL, AND 50% NITRO&EN FORTIFIED REDV'lOOD SHAVIN6S BY VOLUHE. PLANT PITS SHALL BE TY'IICE THE SIZE OF THE DESl&NATED NURSERY CONTAINER '1. PLANT MATERIAL SHALL NOT BE ROOT BOUND. FIVE 6ALLON PLANTS AND LAR6ER SHALL HAVE BEEN 6ROY'IN IN CONTAINERS FOR A MINIHUM OF 6 MONTHS AND A MAXIMUM OF TY'IO YEARS. 10. PLANTS SHALL EXHIBIT HEALTHY GROY'ITH AND BE FREE OF DISEASES AND PESTS. II. STAKE ALL TREES PER DETAIL. 12. REMOVE NURSERY STAKES ON ALL VINES AND ATTACH TO ADJACENT FENCES V'llTH 6ALV. NAILS AND &REEN NURSERY TAPE. 13. REMOVE NURSERY STAKES AND TIES FROM ALL CONTAINER STOCK. MAINTAIN SIDE &ROY'ITH ON ALL TREES. 14. PLANTS SHALL NOT BE PLAC.ED Y'IITHIN Til'IELVE (12") INCHES OP SPRINKLER HEADS. 15. SHRUBS SHOV'lN IN PLANT AREAS SHALL BE UNDER-PLANTED /AIITH GROUNDCOVER SHOY'IN BY ADJACENT SYMBOL, TO /AIITHIN 12" OF MAIN PLANT STEM. MAINTENANCE EXHIBIT L..ANDSC-APED AREAS TO BE MAINTAINED BY INDIVIDUAL HOMEOJAINER. SIDEJAIALK TO BE MAINTAINED BY THE CITY OF CARL..SBAD. FUTURE LANDSCAPE TO BE INSTALLED II: 20 10 0 20 40 ---- SCALE: 1" 20' 60 ------------ 16. LANDSCAPE CONTRACTOR SHALL HAINTAIN A HINIMUH OF 2% DRAINA6E AY'IAY FROM ALL BIJILDIN6S, STRUCTURES, AND Y'IALLS. FINISHED 0RADES SHALL BE SMOOTHED TO ELIHINATE PUDDLIN6 OR STANDING Y'IATER 11 FINISHED GRADES SHALL BE ONE (I) INCH BELOY'I THE TOP OF CURBS, SILLS, AND Y'IALKY'IAYS IN ALL AREAS. Y'IHERE SOD IS LAID NEXT TO THESE IMPROVEMENTS-FINISH GRADE BEFORE LAYING SOD SHALL BE 1-1/2" BELOIAI THE TOP.18. THE LANDSC.APE CONTRACTOR SHALL LEAVE SITE IN A CLEAN CONDITION, REMOVING ALL UNUSED MATERIAL, TRASH, AND TOOLS. l'l. LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTINGS FOR A PERIOD OF SIXTY (60) DAYS AFTER COMPLETION. ALL AREAS SHALL BE KEPT CLEAN, Y'IATERED, AND Y'IEED FREE. 20. AT COHFLETION OF ALL Y'IORK OUTLINED IN THESE PLANS, THE LANDSCAPE CONTRACTOR SHALL CONTACT 0/AINER AND ARRANGE FOR A Y'IALK THROUGH TO DETERMINE THAT ALL ASPECTS OF Y'IORK ARE COMPLETED. Y'IORK MUST BE FULLY COMPLETED ACCORDIN6 TO ALL FLANS AND SPECIFICATIONS, MUST BE COMPLETED IN A GOOD Y'IORKMANSHIF MANNER, AND MUST BE ACCEPTED BY THE Oil'INER IN Y'IRITING PRIOR TO THE BE61NNIN6 OF THE MAINTENANCE PERIOD. 21. THE MAINTENANCE PERIOD SHALL INCLUDE THE FOLLOY'IING SCOPE OF Y'IORK, A DAILY Y'IATERING OF ALL PLANT MATERIAL B. Y'IEEDING AND REMOVAL OF ALL Y'IEEDS FROM GROUND COVER AREAS. C REPLACEMENT OF ANY DEAD, DYING, OR DAMAGED TREES, SHRUBS, OR GROUND COVERS. D. FILLING AND REFLANTIN6 OF ANY LOY'! AREAS Y'IHICH MAY CAUSE STANDING Y'IATER. E. ADJUSTING OP SPRINKLER HEAD HEIGHT AND v-lATERING SYSTEM. F. FILLING AND RECOMPACTION OF ERODED AREAS. G. /AIEEKL Y REMOVAL OF ALL TRASH, LITTER, CLIPPINGS, AND ALL FOREIGN DEBRIS. H. AT 90 DAYS AFTER PLANTING, AMMONIUM SULFATE SHALL BE APPLIED TO LAY'IN AREAS AT THE RATE OF 5 LBS. PER 1,000 SQUARE FEET. I. AT 60 DAYS AFTER PLANTING AND PRIOR TO THE END OF THE MAINTENANCE PERIOD, BEST FERTILIZER COMPANY 16-6-8 (OR EQUAL) SHALL BE APPLIED AT THE RATE OF 6 LBS. PER 1,000 SQUARE FEET TO LAV'lN AREAS AND PLANTIN6 AREAS. 22. PRIOR TO END OF MAINTENANCE PERIOD, LANDSCAPE CONTRACTOR SHALL CONTACT OY'INER AND ARRANGE FOR A FINAL V'lALK THROU6H. OY'INER HUST ACCEPT ALL MAINTAINED AREAS IN Y'IRITIN6 PRIOR TO END OF MAINTENANCE PERIOD. 23. ALL GROUND COVERS SHALL BE GUARANTEED BY THE CONTRACTOR AS TO GROY'ITH AND HEALTH FOR A PERIOD OF SIXTY (bO) DAYS AFTER THE COMPLETION OF MAINTENANCE PERIOD AND FINAL ACC.EPTANCE. ALL SHRUBS SHALL BE GUARANTEED BY THE CONTRAC.TOR AS TO GRO/AITH AND HEALTH FOR A PERIOD OF NINETY ('10) DAYS AFTER COMPLETION OF HAINTENANCE PERIOD AND FINAL ACCEPTANCE. ALL TREES SHALL BE GUARANTEED BY THE CONTRACTOR TO LIVE AND GROv-4 IN AN ACCEPTABLE UPRIGHT POSITION FOR A PERIOD OF ONE (I) YEAR APTER C.OMPLETION OF THE SPECIFIED MAINTENANCE PERIOD AND FINAL ACC.EPTANCE 24. THE CONTRACTOR, /AIITHIN FIFTEEN (15) DAYS OF il'IRITTEN NOTIFICATION BY THE LANDSCAPE ARCHITECT, SHALL REMOVE AND REPLACE ALL GUARANTEED PLANT MATERIALS, Y'IHICH FOR ANY REASON FAIL TO MEET THE REQUIREMENTS OF THE GUARANTEE. REPLACEMENT SHALL BE MADE Y'IITH PLANT MATERIALS AS INDICATED OR SPECIFIED ON THE ORIGINAL PLANS, AND ALL-SUCH REPLACEMENT MATERIALS SHALL BE GUARANTEED AS SPECIFIED FOR THE ORIGINAL MATERIAL GUARANTEE. 25. ALL SHRUB AREAS SHALL RECEIVE 3" DEPTH SHREDDED OR6ANIC BARK MULCH UNLESS NOTED. 26. ALL TREES TO BE PLANTED A MINIMUM DISTANCE OF, A.) 15' FROM ALL STREET LIGHT POSTS B.) 5' FROM ANY SEY'IER, ¥'!ATER OR DRY UTILITITY LINES C.) 10' FROM ANY GAS LINE OR STORM DRAIN. D.) 5' FROM ANY DRIVEY'IAY E) 15' FROM ANY FIRE HYDRANT 21. ALL TREES PLANTED il'IITHIN 10' FROM ANY HARDSCAPE PAVEMENT, OR CURBS SHALL REC.EIVE A LB24-2 'DEEP ROOT' TREE ROOT BARRIER INSTALLED IN A 10' LINEAR APPLICATION, OR AS SHOV'IN ON PLANTING PLAN. ROOT BARRIER SHALL NOT ENCIRCLE THE ROOT ElALL. SEE ROOT BARRIER DETAIL. GMP JOB NO: 14-088 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCL..UDIN6 PRECISE LOCATION OF PLANTIN6 AREA. 1st SUBMITTAL: 06-16-15 2nd SUBMITTAL: 09-22-15 3rd SUBMITTAL: 04-07-16 FINAL SUBMITTAL: 04-18-16 RCE ___ EXP, ___ _ DATE REV!Ev/ED BY, INSPECTOR DATE -MAINTAINED BY HOMEOV'lNER. m c,_1,~~ i-----J------+------------l----l------le-------l---'I S1HE0ET I CITY OF CARLSBAD I S1HEE1TS I ~fiP PLANNING DIVISI□N LANDSCAPE PLANTING DET.S & NOTES FOR: TAMARACK BEACH CUSTOM HOMES ··-----ll-----+--+----------------1------+---l-------+----I 299, 295 & 291 CHINQUAPIN AVENUE CARLSBAD, CA 92008 9mplandiiH'ctl~m T BSG. 5$13 $977 l-----+--+----------------1----+---l--------l----l LP-02 APN• 206-080-13-00 I APPROVED ~ 4 !:;(,\_..,%,---+-z.... u,, PLANNING DATE DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: SDP 14-09 485-SL PLOT DA TE: April 14, 2016 F'LANTIN5 5FEC.IFICATION5 LAND5C-APING PART I -GENERAL I.I RELATED DOGU!VIENTS SEGTION, 1.2 SUMMARY A. THIS SEG TION INCLUDES THE FOLLOHING, I. TREES. 2. SHRUBS. 5. PLANTS. 4. SOIL AMENDMENTS. S. FERTILIZERS AND MUl.GHES. o. STAKES. 1. LANDSCAPE EDGINGS. I.;:, SUBMITT ALS A. GENERAL SUBMIT EAGH ITEM IN THIS ARTIGLE AGGORDING TO THE CONDITIONS OF THE GONTRAGT. B. PRODUCT GERTIFIGATES SIGNED BY MANUFACTURERS GERTIFYING THAT THEIR PRODUGTS COMPLY HITH SPEGIFIED REQUIREMENTS. I. MANUFAGTURER'S GERTIFIED ANALYSIS FOR STANDARD PRODUGTS. 2. ANALYSIS FOR 011-IER MATERIALS BY A REGOGNIZED LABORATORY MADE ACGORDING TO METHODS E5TABLISHED BY THE ASSOCIATION OF OFFICIAL ANALYTICAL GHEMISTS, HHERE APPLICABLE. 5. LABEL DATA SUBSTANTING THAT PLANTS, TREES, SHRUBS, AND PLANTING MATERIALS COMPLY HITH SPEGIFIED REQUIREMENTS. G. MATERIAL TEST REPORTS FROM QUALIFIED INDEPENDENT TESTIN6 AGENGY INDICATIN6 AND INTERPRETING TEST RESULTS RELATIVE TO COMFLIANGE OF THE FOLLOHIN6 MATERIALS HITH REQUIREMENTS INDICATED. I. ANALYSIS OF EXISTING SURFACE SOIL. 2. ANALYSIS OF IMPORTED TOPSOIL. D. PLANTIN6 SCHEDULE INDICATIN6 ANTICIPATED DATES AND LOCATIONS FOR EAGH TYPE OF PLANTIN6. 1.4 QUALITY ASSURANCE A. INSTALLER QUALIFICATIONS, EN6AGE AN EXPERIENCED INSTALLER i"IHO HAS COMPLETED LAND5C.APIN6 i"IORK SIMILAR IN MATERIAL, DE51GN, AND EXTENT TO THAT INDICATED FOR THl5 PROJEC.T AND i"IITH A REC.ORD OF 5UCC.E55FUL LAND5C-APE E5TASLl5HMENT, I. INSTALLER'S FIELD SUPERVISION, REQUIRE INSTALLER TO MAINTAIN AN EXPERIENCED FULL-TIME SUPERVISOR ON THE PROJt'CT SIT!: DURIN6 TIMt'S THAT LANDSCAPING IS IN PR06Rt'SS. B. PROVIDt' QUALITY SIZE, GENU5, SPECIES, AND VARIETY OF TREES AND SHRUB$ INDICATED, COMPLYING HITH APPLICABLE REQUIREMENTS> OF ANSI ZbO.I "AMERICAN 5TANDARD FOR NURSERY STOGK." G. FREINSTALLATION GONFERENGE, GONDUGT CONFERENCE AT PROJECT SITE NOTIFYING CITY OF CARLSBAD LANDSCAPE ARCHITECT, ALLOV1 4B HOURS NOTIGE. I.S DELIVERY, STORA6E, AND HANDLING A. FAGKA&ED MATERIALS DELIVER PACKAGED MATERIALS IN CONTAINERS SHOV11NG 1-'lEIGHT, ANALYSIS, AND NAME OF MANUFAGTURER. PROTECT MATERIALS FROM DETERIORATION DURING DELIVERING AND V1HILE STORED AT SITE. B. TREES AND SHRUBS, DO NOT PRUNE TREES AND SHRUBS BEFORE DELIVERY, EXPECT AS APPROVED BY LANDSCAPE ARCHITECT. PROTECT BARK, BRANCHES, AND ROOT SYSTEMS FROM SUN SGALD, DRYING, SV1EATING, HHIPPINGI AND OTHER HANDLIN& AND TYLING DAMAGE. DO NOT BEND OR BIND-TIE TREES OR SHRUBS N SUGH A MANNER AS TO DESTROY NATURAL SHAPE. PROVIDE PROTECTIVE COVERING DURING DELIVERY. DO NOT DROP TREES AND SHRUBS DURING DELIVERY. C. DELIVER TREES, SHRUBS, GROUND COVERS, AND PLANTS AFTER PREPARATIONS FOR PLANTING HAVE BEEN COMPLETED AND INSTALL IMMEDIATELY. IF PLANTING IS DELAYED AFTER DELIVERY, SET PLANTIN6 MATERIALS IN SHADE, PROTECT FROM V1EATHER AND MECHANICAL DAMAGE, AND KEEP ROOTS MOIST. I. DO NOT REMOVE GONTAINER-6ROV1N STOGK FROM CONTAINERS BEFORE TIME OF PLANTING. 2. HATER ROOT SYSTEMS OF TREES AND SHRUBS STORED ON SITE HIHT A FINE-MIST SPRAY. V1ATER A5 OFTEN AS NECESSARY TO MAINTAIN ROOT SYSTEMS IN A MOIST CONDITION. l.o PROJECT GONDITIONS A. UTILITIES, DETERMINE LOCATION OF ABOVE GRADE AND UNDERGROUND UTILITIES AND PERFORM i"IORK IN A MANNER HHICH V11LL AVOID DAMAGE. HAND EXCAVATE, AS REQUIRED. MAINTAIN GRADE $TAKES UNTIL REMOVAL IS MUTUALLY AGREED UPON BY PARTIES CONCERNED. B. EXCAVATION, ffiEN CONDITIONS DETRIMENTAL TO PLANT GROV1TH ARE ENCOUNTERED, SUGH AS RUBBLE FILL, ADVERSE DRAINAGE CONDITIONS, OR OBSTRUCTIONS, NOTIFY LANDSCAPE ARGHITECT BEFORE Pl.ANTING. 1.1. COORDINATION AND SCHEDULING A. GOORDINATE INSTALLATION OF PLANTING MATERIALS DURING NORMAL PLANTING SEASONS FOR EACH TYPE OF PLANT MATERIAL REQUIRED. I.B V'IARRANTY A. i,,ENERAL V'IARRANTY, THE SPECIAL HARRANTY SPECIFIED IN THIS ARTICLE SHALL NOT DEPRIVE THE OY'lNER OF OTHER Rli,,HTS THE OHNER MAY HAVE UNDER OTHER PROVISIONS OF THE CONTRACT DOCUMENTS AND SHALL BE IN ADDITION TO, AND RUN CONCURRENT V11TH, OTHER Y'lARRANTIES MADE BY THE CONTRACTOR UNDER REQUIREMENTS OF THE CONTRACT DOCUMENTS. B. SPECIAL V'IARRANTY, HARRANT THE FOl.l.OY'llNG l.lVING PLANTIN6 MATERIALS FOR A PERIOD OF ONE YEAR FOR TREES AND ~O DAYS FOR SHRUBS, 6ROUNDCOYER AND PLANTS, AFTER DATE OF SUBSTANTIAL COMPLETION, A6AINT DEFEGTS INGLUDIN6 DEATH AND UNSATISFACTORY GROV1TH, EXCEPT FOR DEFEGTS RESULTIN6 FROM LACK OF ADEQUATE MAINTENANCE, NE6LECT, OR AEJl.f.iE BY Ol'iNER, ABNORMAL l'iEATHER CONDITIONS UNUSUAL FOR V1ARRANTY PERIOD, OR INCIDENTS THAT ARE BEYOND CONTRACTOR'S CONTROL. C. REMOVE AND REPLAGE DEAD PLANTING MATERIALS IMMEDIATELY UNLESS REQUIRED TO PLANT IN THE SUCCEEDING PLANTING SEASON. D. REPLACE PLANTIN6 MATERIALS THAT ARE MORE THAT 25 PERCENT DEAD OR IN AN UNHEALTHY CONDITION AT END OF HARRANTY PERIOD. I.~ TREE AND SHRUB MAINTENANCE A MAINTAIN TREES AND SHRUB$ BY PRUNING, GULTIVATING, Y'lATERING, i"IEEDING, FERTILIZIN6, RESTORING PLANTING SAUGERS, TIGHTENING AND REPAIRING STAKES, AND RESETTIN6 TO PROPER GRADES OR VERTICAL POSITION, AS REQUIRED TO KEEF TREES AND SHRUBS FREE OF INSEGTS AND DISEASE. RESTORE OR REPLAGE DAMAGED TREE HRAPPINGS. MAINTAIN TREES AND SHRUBS FOR THE FOLLOl'ilN6 PERIOD, I. MAINTENANCE PERIOD, 3 MONTHS FOLLOHING SUBSTANTIAL GOMPLETION. FART 2 -PRODUCTS 2.1 TREE AND SHRUB MATERIAL A GENERAL FURNISH NURSERY-GROHN TREES AND SHRUBS GONFORMING TO ANSI ZbO.I, HITH HEALTHY ROOT SYSTEMS DEVELOPED BY TRANSPLANTING OR ROOT PRUNING. PROVIDE i"IELL-SHAPED, FULLY-BRANCHED, HEALTHY, VIGOROUS STOCK FREE OF DISEASE, INSECTS, E6GS, LARVAE, AND DEFEATS SUGH AS KNOTS, 5UN SGALD, INJURIE5, ABRASION5, AND Dl5FIGUREMENT. B. GRADE, PROVIDE TREES AND SHRUBS OF SIZES AND GRADES CONFORMING TO AN51 Zt>O.I FOR TYPE OF TREES AND SHRUBS REQUIRED. TREES AND SHRUB$ OF A LARGER SIZE MAY BE USED IF ACCEPTABLE TO ARCHITECT, HITl-1 A PROPORTIONATE INCREASE IN SIZE OF ROOTS OR BALLS. C. LABEL AT LEAST I TREE AND I SHRUB OF EACH VARIETY AND CALIPER V11TH A SEGURELY ATTACHED, HATERPROOF TAG BEARING LEGIBLE DE51GNATION OF BOTANICAL AND COMMON NAME. 2.2 SHADE AND FLOHERIN6 TREES A. 5HADE TREES SINGLE-STEM TREES HITH 5TRAIGHT TRUNK, l'ELL-BALANCED CROHN AND INTAGT LEADER, OF 5IZE INDICATED, GONFORMIN6 TO ANSI ZbO.I FOR TYPE OF TREE5 REQUIRED. I. BRANCHING HEIGHT, 1/2 OF TREE HEIGHT. B. SMALL TREES, SMALL UPRIGHT OR SPREADING TYPE, BRANGHED OR PRUNED NATURALLY AC.CORDING TO SPEGIES AND TYPE, AND l'ilTH RELATIONSHIP OF CALIPER, HEIGHT, AND BRANGHIN6 RECOMMENDED BY ANSI ZbO.I. AND STEM FORM A5 FOLLONS, I. FORM, MULTISTEM, CLUMF', HITH 2 OR MORE MAIN STEMS. G. GONTAINER-GROHN TREE5 HILL MEET ANSI Z60.I LIMITATIONS FOR GONTAINER STOCK. 2.3 BROADLEAF EVERGREENS A. FORM AND SIZE, NORMAL-QUALITY, V'IELL-BALANGED, BROADLEAF EVERGREENS, OF TYPE, HEIGHT, SPREAD, AND SHAPE REQUIRED, GONFORMING TO ANSI Zt>O.I. 2.4 PLANTS A. PROVIDE PLANTS ESTABLISHED AND HELL ROOTED IN REMOVABLE CONTAINERS OR INTEGRAL PEAT POTS AND HITH NOT LESS THAN THE MINIMUM NUMBER AND LENGTH OF RUNNERS REGIUIRED BY ANSI Z60.I FOR THE POT SIZE INDICATED. 2.5SOIL AMENDMENTS A. LIME, ASTM G 602, CLASS T, AGRICULTURAL LIMESTONE GONTAINING A MINIMUM BO PERGENT CAI-GIUM GARBONATE EQUIVALENT, V11TH A MINIMUM ~q PERCENT PA5SING A NO. B (2.:'lt> MM) SI-EVE AND A MINIMUM 15 PERCENT PASSING A NO. 60 (250 MICROMETER) SLEVE. I. PROVIDE LIME IN THE FORM OF DOLOl'11TIC LIMESTONE B. ALUMINUM SULFATE, COMMERCIAL GRADE, UNADUL TERATI:D. G. SAND, GLEAN, V'IASHED, NA11JRAL OR MANUFACTURED SAND, FREE OF TOXIC MATERIALS. D PERL I TE, HORTIGUL TURAL PERLITE, SOIL AMENDMENT GRADE. E. PEAT HUMUS, FINELY DIVIDED OR GRANULAR TEXTURE, V11TH A PH RANGE OF b TO 1.5, COMPOSED OF PARTIALLY DECOMPOSED MOSS PEAT (OTHER THAN SPHAGNUM), PEAT HUMUS, OR REED-SEDGE PEAT. F. PEAT HUMUS, FOR ACID-TOLERANT TREES AND SHRUBS, PROVIDE MOSS PEAT, V11TH A PH RANGE OF 5.2 TO 4.5, COARSE FIBROUS TEXTURE, MEDIUM-DIVIDED SPHAGNUM MOSS PEAT OR REED-SED6E PEAT G. SAl-',DUST OR i,,ROUND-BARK HUMUS, DECOMPOSED, NITROGEN-TREATED, OF UNIFORM TEXTURE, FREE OF CHIPS, STONES, STICKS, SOIL, OR TOXIC MATERIALS. I. V1HEN SITE TREATED, MIX l'ilTl-1 AT LEAST 0.15 LB (2.4 KG) OF AMMONIUM NITRATE OR 0.25 LB (4 K6) OF AMMONIUM SULFATE PER GU. FT. (CU. M) OF LOOSE SAV1DUST OR 6ROUND BARK. H. MANURE, V1ELL-ROTTED, UNLEACHED STABLE OR CATTLE MANURE CONTAININ6 NOT MORE THAN 25 PERGENT BY VOLUME OF STRAl"I, SAl"IDUST, OR OTHER BEDDIN6 MATERIALS, FREE OF TOXIC SUBSTANCES, STONES, STICKS, SOIL, l'EEL SEED, AND MATERIAL HARMFUL TO PLANT 6ROl'iTH. I. HERBICIDES, EPA REGISTERED AND APPROVED, OF TYPE RECOMMENDED BY MANUFAGTURER. J. i"IATER AS PROVIDED BY LOCAL V1ATER PURVEYOR. 2h FERTILIZER A. BONEMEAL, COMMERCIAL! RAV1, FINELY GROUND; MINIMUM OF 4 PERCENT NITROGEN AND 20 PERCENT PHOSPHORIC AG D. El. 5UPERPH05PHATE, COMMERCIAL, PH05PHATE i'11XTURE, SOLUBLE; MINIMUM OF 20 PERGENT AVAILABLE PHOSPHORIC. AC.ID. G. COMMERCIAL FERTILIZER GOMMERCIAL-GRADE COMPLETE FERTILIZER OF NEUTRAL CHARAGTER, GONSISTING OF FAST-AND SLOH-RELEASE NITROGEN, 50 PERCENT DERIVED FROM NATURAL ORGANIC SOURCES OR UREA-FORM, PHOSPHOROUS, AND POTASSIUM IN THE FOLLOl"IING COMPOSITION, I. COMPOSITION, I LB PER 1000 SQ FT, (0.5 KG PER 100 SQ. M) OF ACTUAL NITR06EN, 4 FERGENT PHOSPHOROUS, AND 2 PERCENT POTASSIUM, BY HEIGHT. 2. COMPOSITION, NITROGEN, PHOSPHOROUS, AND POTASSIUM IN AMOUNTS RECOMMENDED IN SOIL REPORTS FROM A GIUALIFIED SOIL-TESTING AGENCY. D. SLOV1-RELEA5E FERTILIZER 6RANULAR FERTILIZER CONSISTING OF 50 PERCENT V1ATER-IN50LUBLE NITROGEN, PHOSPHOROUS, AND POTASSIUM IN THE FOLLOHING COMPOSITION, I. GOMFOSITION, 5 PERCENT NITROGEN, la PERCENT PH05PHOROUS, AND 5 PERCENT POTASSIUM, BY V1EIGHT. 2. COMPOSITION, 20 PERGENT NITROGEN, 10 PERCENT PHOSPHOROUS, AND 10 PERCENT POTASSIUM, BY 1-'lEIGHT. 3. COMPOSITION, NITROGEN, PHOSPHOROUS, AND POTASSIUM IN AMOUNTS RECOMMENDED IN SOIL REPORTS FROM A QUALIFIED SOIL-TESTING AGENCY. E. SOIL GONDITIONER / FERTILIZER GRANULAR FERTILIZER AND SOIL CONDITIONER HITH THE FOLLOHING GOMPOSITION, b PERCENT NITROGEN; 2 PERCENT PHOSPHOROUS; 4 PERCENT POTASSIUM, 5 PERGENT SULFUR, BY 1-'lEIGHT. SHALL ALSO CONTAIN 20 % HUMIC ACIDS. F. 50IL CONDITIONERS, I. HUMATE 501L CONDITIONER V'J/ 40 % HUMIG ACIDS 2. HUMATE SOIL CONDITIONER V'I/ 10% HUMIG ACIDS V'JITH GRANUL..E 1-2 MM 5. HUMATE SOIL CONDITIONER v-i/GYF5UM, 25% HUM(c ACIDS, 1 PERCENT CALCIUM, 5 PERCENT SUL.FUR G. MYCORRHIZAL INOCULUM PRODUCTS, MYCORRHIZAL FUNGI FORM THE FOUNDATION OF EGOSYSTEM FUNCTION IN MOST TERRESTRIAL VEGETATION. THE FUNGI V11LL PERMEATE THE SOIL AND INTERCONNECT THE ROOT SYSTEMS, INCLUDING DIFFERENT PLAN, SPECIES. BENEFITS INCLUDE, EARLY GROHTH; EARLY ROOTING, DECREASED V'IATER AND FERTILIZER USE, INGREASED PATHOGEN SUPPRESSION I. ENDO 120 (ARBUSGULAR MYGORRHIZAL INOGULUM), (GLOMUS INTRARADICES AVAILABLE IN 10 AND 20 LB. BAGS. 2. MYCO PAKS (ENDO ECTO TEA BAG5), A BLEND OF ENDO AND EC.TO MYGORRHIZAL FUNGI IN A 1 GRAM PAK. 3. MYGO DRENCH (ENDO ECTO BLEND FOR SOLUTION); FOR USE ON EXISTIN6 OR NEl'i LANDSCAPE BECAUSE IT V11Ll. MOVE DOHN THROtxs,H THE SOIL PROFILE. IT IS A BLEND OF 15 GAREFULLY SELECTED MYCORRHIZAL FUNGI .. EASY APPLICATION , 60ES INTO SOLUTION FOR DRENCHING, INJECTING, TOPICAL APPLIGATION. MICRONIZING ALLOl"IS MOVEMENT THROUGH THE SOIL V1HEN APPLIED ON TOP. AVAILABLE IN I LB. BAGS i"IHIGH MAKES 200 GALLONS Of SOLUTION 2.1MULGHES A. ORGANIC MULCH, OR6ANIC MUCH, FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND SHRUBS, CONSISTING OF ONE OF THE FOLLOl"IING, I. TYPE, GROUND OR SHREDDED BARK. 6. PEAT MULCH, PROVIDE PEAT Ma% IN NATURAL, SHREDDED, OR i,,RANULATED FORM, OF FINE TEXTURE, i"IITH A PH RANG,E OF 4 TO b AND A V1ATER-AB50SING CAPACITY OF 1100 TO 2000 PERGENT. C. FIBER MULCH, BIODEGRADABLE DYED-HOOD CELLULOSE-FIBER MULCH NONTOXIC, FREE OF PLANT GROHTH-OR GERMINATION-INHIBITORS, HITH MAXIMUM MOISTURE GONTENT OF 15 PERCENT AND A PH RANGE OF 4.5 TO 6.5 D. INSTALL 9" DEPTH OF MULCH IN ALL NON-TURF PLANTING AREAS LESS STEEP THAN Sci -------------- 2B STAKES A. UPRl6HT STAKES, RoUeH-SAHN, SOUND, NEl"I HARDv-lOOD, REDl"IOOD, OR PRESSURE-PRESERVATIVE-TREATED SOFn"!::)OD, FREE OF KNOTS, HOLES, CROSS GRAIN, AND OTHER DEFEGTS, 2 INCHES DIAMETER BY LENGTH INDICATED, POINTED AT ONE END. B. HOSE CHAFING 6UARD, REINFORCED RUBBER OR PLASTIC HOSE AT LEAST 1/2 INCH (13 MM) IN DIAMETER, BLACK, Giff TO LENGTHS REQUIRED TO PROTECT TREE TRUNKS DAMAGE. PART 5 -EXEC.UTION 9.1 EXAMINATION A. EXAMINE AREAS TO RECEIVE LANDSGAPING FOR GOMPLIANCE l'ilTH REQUIREMENTS AND FOR GONDITION5 AFFEGTING PERFORMANGE OF l"IORK OF THIS SECTION. DO NOT PROGEED v-llTH INSTALLATION UNTIL UNSATISFACTORY GONDITIONS HAVE BEEN GORREGTED. 3.2PREPARATION A. LAY OUT INDIVIDUAL TREE AND SHRUB LOGATIONS AND AREAS FOR MULTIPLE PLANTINGS. STAKE LOCATIONS, OUTLINE AREAS, AND 5ECURE ARCHITECT'S AGGEFTANCE BEFORE THE START OF PLANTING V'IORK. MAKE MINOR ADJUSTMENTS AS MAY BE REQUIRED. 9.3PLANTING SOIL PREPARATION A MIX SOIL AMENDMENTS AND FERTILIZERS Y'llTH SITE SOIL AT RATES INDICATED. DELAY MIXING FERTILIZER IF PLANTING DOES NOT FOLLOH PLACING OF PLANTING SOIL V11THIN A FEH DAY5. AMENDMENTS V11LL BE MODIFIED FROM THOSE NOTED BASED ON SOILS REPORT$ PERFORMED BY GONTRAGTOR MIN. (3). B. FOR TREE PIT OR TRENCH BACKFILL, MIX PLANTING SOIL BEFORE BACKFILLING AND STOCKPILE AT SITE. C. FOR PLANTING BEDS, MIX PLANTING SOIL EITHER PRIOR TO PLANTING OR APPLY ON SURFACE OF TOPSOIL AND MIX THOROUGHLY BEFORE PLANTING. D. PLANT BACKFILL SHALL BE FER THE SOIL TEST SHOV'IN ON THESE PLANS PERFORMED BY SOIL 4 PLANT LAB DATED MAY 2, 2012 .. THE APPROVED REGOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL. BE INCORPORATED INTO THE LANDSCAPE Pl.ANS PRIOR TO THE 5TART OF CONSTRUGTION AND SHALL BECOME FART OF THE APPROVED FLANS. PRODUCTS SPECIFIED BY PRODUCT NAME BY THE SOIL LAB IN THE RECOMMENDATIONS MAY BE SUBSTITUTED HITH 'OR EQUAL' PRODUGTS APPROVED BY THE LANDSCAPE ARGHITE:G T. 3.4 GROUND COVER AND PLANTING BED PREPARATION A. LOOSEN SUBGRADE OF PLANTING BED AREAS TO A MINIMUM DEPTH OF (;, INCHES (ISO MM). REMOVE STONES LARGER THAN 1-1/2 INCHES 93B MM) IN ANY DIMENSION AND 5TIGKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATERIALS. B. SPREAD PLANTING SOIL MIXTURE TO DEPTH REQUIRED TO MEET THIGKNESS, GRADES, AND ELEVATIONS SHOY'lN AFTER LIGHT ROLLING AND NATURAL SETTLEMENT. PLACE SOIL MIXTURE IN Tl"iO (2) LIFTS AND INSURE PROPER COMPACTION OF PLANTING BEDS. C. EAGH PLANT SHALL RECEIVE ONE (I) 5 6RAM 'AGRIFORM' (OR EQUAL) PLANT TABLET. 5.5EXGAVATION FOR TREES AND SHRUBS A. PITS AND TRENCHES, EXCAVATE HITH VERTIGAL SIDES AND V11TH BOTTOM OF EXCAVATION SLl6HTLY RAISED AT GENTER TO ASSIST DRAINAGE. LOOSEN HARD SUBSOIL IN BOTTOM OF EXCAVATION. I. CONTAINER-6RONN TREES AND SHRUBS, EXCAVATE TO TNIGE GONTAINER i"IIDTH, AND TO DEPTH OF ROOTBALL IN CONTAINER 2. EXCAVATION AND PLANTING OF TREES SHALL BE COMPLETED PRIOR TO INSTALLATION OF DRAIN LINE. B. OBSTRUCTIONS, NOTIFY LANDSCAPE ARCHITECT IF UNEXPECTED ROCK OR OBSTRUGTIONS DETRIMENTAL TO TREES OR SHRUBS ARE ENCOUNTERED IN EXCAVATIONS. I. HARDPAN LAYER, DRILL 6-INCH-(150 MM-) DIAMETER HOLES INTO FREE-DRAINING STRATA OR TO A DEPTH OF 10 FEET (3M), i"IHIGHEVER IS LES5, AND BACKFILL i"IITH FREE-DRAININ6 MATERIAL. C., DRAINAGE, NOTIFY LAND5GAPE ARC.HITECT IF 5UBSOIL SONDITION5 EVIDENCE UNEXPEC.TED V1ATER SEEPAGE OR RETENTION IN TREE OR 5HRUB PITS. D. FILL EXCAVATIONS V11TH HATER AND ALLOH TO PERCOLATE OUT, BEFORE PLAGIN6 SETTING LAYER AND POSITIONING TREES AND SHRUBS. ShPLANTING TREES AND SHRUBS A. SET GONTAINER-GROHN STOGK PLUMB AND IN GENTER OF PIT OR TRENGH v-llTH TOP OF BALL LEVEL TO ADJACENT FINISH 6RADES AS INDIGATED. I. GAREFULLY REMOVE CONTAINERS SO AS NOT TO DAMAGE ROOT BALLS. 2. PLACE BACKFILL AROUND BALL IN LAYERS, TAMPING TO SETTLE BAGKFILL AND ELIMINATE VOIDS AND AIR POCKETS. HHEN PIT IS APPROXIMATELY 1/2 BACKFILLED, HATER THROUGHLY BEFORE PLACING REMAINDER OF BACKFILL. REPEAT V1ATERING UNTIL NO MORE IS AB50RBED. HATER AGAIN AFTER PLACIN6 AND TAMPING FINAL LAYER OF BACKFILL. B. DISH AND TAMP TOP OF BACKFILL TO FORM A 3-INCH-(15-MM-) HIGH MOUND AROUND THE RIM OF THE PIT. DO NOT GOVER TOP OF ROOT BALL V'JITH BACKFILL. 3.1TREE AND SHRUB PRUNING A. PRUNE, THIN, AND SHAPE TREES AND SHRUBS ACCORDING TO STANDARD HORTICULTURAL PRATIGE. PRUNE TREES TO RETAIN REQUIRED HEIGHT AND SPREAD. UNLE5S OTHERV11SE DIRECTED BY ARGHITEGT, DO NOT CUT TREE LEADERS; REMOVE ONLY INJURED OR DEAD BRANCHES FROM FLOV1ERING TREES. PRUNE SHRUB5 TO RETAIN NATURAL GHARAGTER. SHRUB SIZES INDICATED ARE SIZE AFTER PRUNIN6. 3.B TREE AND 5HRUB STAKING A. UPRIGHT STAKING AND TYING, STAKE TREES OF 15 GALI-ON AND LARGER USE A MINIMUM OF 2 STAKES OF LENGTH REQUIRED TO PENETRATE AT LEAST 24 INCHES BELOH BOTTOM OF BACKFILLED EXCAVATION AND TO EXTEND AT LEA5T 12 INCHES ABOVE GRADE. SET VERTICAL STAKES AND :iPAGE TO AVOID PENETRATING BALLS OR ROOT MASSE5. SUPPORT TREES HITH 2 STANDS OF TIE HIRE ENCASED IN HOSE SEGTIONS AT GONTAGT POINTS V'JITH TREE TRUNK. STAKING AND TYING OF TREE 15 NOT INTENDED TO IMMOBILIZE TREE. INSTALL TO ALLOH SLACK IN TIES, AVOIDING RIGID RESTRAINT OF TREE. 3.9 Pl.ANTING PLANTS A. SPACE PLANTS AS INDICATED. B. DIG HOLES LARGE ENOUGH TO ALLOV1 SP~ADING OF ROOTS, AND BACKFILL v-llTH PLANTING SOIL. HORK SOIL AROUND ROOTS TO ELIMINATE AIR POCKETS AND LEAVE A SLIGHT SAUCER INDENTATION AROUND PLANTS TO HOLD V'IATER l'iATER THOROUGHLY AFTER PLANTING, TAKING CARE NOT TO GOVER PLANT GROHNS Y'llTH HET SOIL. 3.10 SOD LAHN PLANTING I. INSPECTION OF CONDITIONS BEFORE PROCEEDING V'JITH ANY i"IORK, THE LANDSCAPE CONTRAGTOR SHALL CAREFULLY GHEGK THE PLANTING AREA CONDITIONS AND SHALL IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY DISGREPANCIES BETV1EEN THE DRAHINGS AND ACTUAL GONDITIONS. NO HORK SHALL BE DONE ON ANY AREA Y'lHERE THERE ARE SUCH DISCREPANCIES OR Y'lHERE CONDITIONS ARE UNSUITABLE FOR SUGCESSFUL PLANT MATERIAL ESTABLISHMENT, ~NTIL APPROVAL HAS BEEN GIVEN BY THE LANDSCAPE ARCHITEGT 2 QUALITY OF Y'lORK, THE SOD LAV1N FLANTIN6 i"!ORK SHALL BE PERFORMED BY A GOMf'ETENTL Y TRAINED INDIVIDUAL IN ACCORDANCE l'ilTH THE BEST STANDARDS AND PRAGTIGES RELATED TO THE TRADE. ;l.11 MULCHING A. MULCH BACKFILLED SURFACES OF PITS, TRENCHES, PLANTED AREAS, AND OTHER AREAS INDICATED. 3" LAYER SHALL BE INSTALLED IN SHRUB AREA f"41TH GRADE LE'SS THAN ;:,,I SUBMIT SAMPLE TO GITY INSPECTOR FOR APPROVAL. 5.12 CLEANUP AND PROTECTION A. DURING LANDSCAPING, KEEP PAVEMENTS GLEAN AND V10RK AREA IN AN ORDERLY CONDITION. B. PROTECT LANDSGAPINc,, FROM DAMAG,E DUE TO LANDSGAPE OPERATIONS, OPERATIONS BY OTHER CONTRACTORS AND TRADES, AND TRESPASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE DAMA6ED LANDSGAPE V10RK AS DIRECTED. ;:,.13 DISPOSAL OF SURPLUS AND V'IASTE MATERIALS A. DISPOSAL REMOVE SURPLUS SOIL AND l'iASTE MATERIAL, INCLUDING EXCESS SUBSOIL, UNSUITABLE SOIL, TRASH, AND DEBRIS, AND LEGALLY DISPOSE OF IT OFF THE OV1NER'S PROPERTY. END OF SECTION GMP JOB NO: 14-088 APPROVED FOR IRRIGATION AND PLANTING> ONLY, INC,LUDING PREGISE LOGATION OF PLANTIN& AREA. 1st SUBMJTT AL: 06-16-15 2nd SUBMITTAL: 09-22-15 3rd SUBMITTAL: 04-07-16 FINAL SUBMITTAL: 04-18-16 11 AS BUIL T 11 RCE __ _ EXP, ___ _ DATE REV!EwED BY, INSPECTOR DATE ···•.··'~ ~ CITY OF CARLSBAD ~-'1///AI' f----1----J------------------i----i---t---t--, l!:__!j PLANNING DIVISI □N L!Jl_j m gr((ph~nd1offi;;h,com 1 858, 558 11917 DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL LANDSCAPE PLANTING SPEC/FICA TIONS FOR: TAMARACK BEACH CUSTOM HOMES 299, 295 & 291 CHINQUAPIN AVENUE CARLSBAD, CA 92008 LP-03 APN, 206-080-13-00 I APPROVED l~ t,,~ !:il d= 4-Z'.,,p. \I.:, PLANNING DATE DWN BY: PilOJECT NO. DRAWING NO. CHKD BY: SDP 14-09 485-81 RVWD BY: I PLOT DA TE: April 14, 2016