Loading...
HomeMy WebLinkAboutDWG 490-5L; MS 15-02; CARLSBAD LAGOON BEACH HOMES; 01-09PLANS PREPARED FOR: . RINCON REAL ESTATE GROUP, INC. 1520 N EL CAMINO REAL, UNIT 5 SAN CLEMENTE, CA '12bl2 LANOSCAPE Af<CHITEC TI)RAL fL~~ANS r~or<: C\l C) I LO CARLSBAD LAGOON BEAGH HOMES SHEET INDEX, FLANS PREPARED 13Y, SMP 4010 SORRENTO VALLEY BLVD., SUITE 200 SAN DIE&O, CALIFORNIA "12101 858 558 .8"111 RINCON REAL ESTATE GROUP1 INC, SHEET TITLE SHEET SHEET NUMBER 01 SHEET SEQUENCE TS-01 LG-01 Ll-01 V'll"IIAl.gmp lcmdarch .com oENERAL CONDITIONS SHORT FORM PROTECTION OF LIFE AND PROPERTY I. CONTRACTOR SHALL FROTECT ALL CONSTRUCTION AND LANDSCAFING FROM DAMAGE AND, l'lHEN REQUIRED, PROVIDE GUARDS OR COVERING, ANY DAMAGE SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. CONTRACTORS ON THE JOB SHALL CARRY THE FOLLOY'llNG INSURANCE, (A) Y'lORKER'S COMPENSATION, (6) PUBLIC COMPREHENSIVE 6ENERAL LIABILITY, AND (C) PROPERTY DAMA6E. IN AN EMER<>ENCY THREATENING THE SAFETY OF LIFE, l'IORK OR ADJOININ6 FROFERTY, THE CONTRACTOR IS HEREBY INSTRUCTED TO ACT AT HIS DISCRETION TO PREVENT SUCH LOSS OR INJURY AND SHALL MAINTAIN THE FOLLOY'llN6 MINIMUM LIABILITY INSURANCE COVERA6E DURIN6 THE CONTRACT PERIOD. COVERAGE AUTOMOBILE 4 VEHICLE, BODILY INJURY PROPERTY DAMAGE, $1,000,000 FER OCCURRENCE $1,000,000 PER INDIVIDUAL, PER OCCURRENCE $2,000,000 PER OCCURRENCE, AGGREGATE 2. THE CONTRACTOR SHALL CAUSE TO BE NAMED AS ADDITIONAL INSURED IN SUCH CONTRACTOR'S PUBLIC LIABILITY, CONTRACTOR'S PROTECTIVE LIABILITY AND AUTOMOBILE LIABILITY INSIJRANCE POLICIES THE FOLLOY'llN6, (A) RINCON REAL E5TATE 6ROUP, INC, 1520 N EL CAMINO REAL, UNIT 5, 5AN CELfMENTE, CA 92&12, (13) olLLESFIE MOODY PATTERSON., 4010 SORRENTO VALLEY BLVD SUITE 200, SAN DIE60 CALIFORNIA ~2121. CONTRACTOR l'IILL PROVIDE Ch. 2020 11/B5 ENDORSEMENT. 9. CONTRACTOR SHALL NoT CAUSE THIS POLICY TO BE CANCELLED OR PERMIT IT TO LAPSE, AND THE INSURANGE POLICY SHALL INCLUDE A CLAUSE TO TH!' EFFECT THAT THE POLICY SHALL NOT, AT ANY TIME DURIN6 THE CONSTRUCTION PERIOD, BE CANCELLED OR REDUCED, RESTRICTED OR LIMITED UNTIL FIFTEEN (15) DAYS AFTER ALL ADDITIONAL INSUREDS HAVE RECEIVED l'lRlmN NOTICE AS EVIDENCED 13'( RETURNED RECEIPTS OF REi,ISTERED OR CERTIFIED LEmRS. 4. THE CONTRACTOR AG-REES TO HOLD THE Ol'iNER AND LANDSCAPE ARCHITECT HARMLESS FROM ANY CLAIMS ARISINi, OUT OF HIS OPERATIONS Of ANY OF HIS SUB CONTRACTORS, MATERIAL SIJFPLIES, OR A6ENTS. 5. ALL LOCAL, MUNICIPAL AND STATE LAY'lS, RULES AND REGULATIONS 60VERNIN6 OR RELATIN6 TO ANY PORTION OF THIS NORK ARE HEREBY INCORPORATED INTO AND MADE A FART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 6. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTINI:> UTILITIES, STRUCTURES, AND SERVICES BEFORE COMMENCIN6 l'IORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICE5 SHOll'IN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPAt-lSIES BETY'lEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE Ol'lNER OR LANDSCAPE ARCHITECT. l THE CONTRACTOR SHALL PROTECT ALL EXISTINo UTILITIES AND FEATURES TO REMAIN ON, AND ADJACENT TO, THE PROJECT SITE DURIN6 CONSTRUCTION. CONTRACTOR SHALL REPAIR, AT HIS OY'lN EXPENSE, ALL DAMA<>E REWLTIN6 FROM HIS OPERATIONS OR NE6Ll6ENCE 8 THE CONTRACTOR SHALL OBTAIN THE PERTINENT EN61NEERINi, AND/OR ARCHITECTUAAL PLANS BEFORE BE61NNIN6 Y'lDRK. 'I. PERMITS FOR ANY CONSTRUCTION DEPICTED IN THESE PLANS SHALL BE OBTAINED BY THE CONTRACTOR 10. CONTRACTOR SHALL HAVE A VALID CONTRACTORS LICENSE REQUIRED FOR THE PARTICULAR l'lORK 13EIN6 DONE. CONTRACTOR SHALL NOT ALLOl'l THE LICENSE(S) TO LAPSE DURIN6 THE CONTRACT PERIOD. LANDSCAPE INSFEC TION NOTl:S A) A Sll'f INSFECTION SHALL BE PERFORMED l3Y THE RESPONSIBLE LANDSCAPE ARCHITECT TO CERTIFY COMPLIANCE i'IITH THE APPROVED EROSION CONTROL-LANDSCAPE PLAN. VIRITTEN GERTIFIGATION TO THE BUILDING DIRECTOR SHALL CERTIFY THAT THE SOILS, ADDITIVES AND AMENDMENTS, l'EED CONTROL, PLANTING OF THE SLOPES AND INSTALLATION OF THE IRRl6ATION SYSTEM GOMPLIES l'ITH THE APPROVED EROSION CONTROL-LANDSCAPE FLAN. CERTIFICATION SHALL BE S()BMITT'ED AND APPROVED PRIOR TO CALL/Ni, FOR FINAL INSPECTION. I) THE LANDSCAPE ARCHITECT CERTIFICATION SHALL CONTAIN A STATEMENT AS TO THE GROr'IING STOCK VIABILITY, Y'mlfYER CONTAINER 6RO~N PLANT MATERIAL IS INSTALLED. DIG ALERT CALIFORNIA STATE LAI'! SAYS YOU MUST CALL BEFORE YOU DIG. GOVERNMENT GODE SECTION 4216-42169 STATES THAT "EXC,AVATION" ,GRADING, TRENCHING, DIGGING, DITCHING, DRILLING AUGURING, TIJNNELING, SCRAPING, GABLE OR FIFE FLOi'llNG, DRIVING, FOUNDATION DIG,,ING, LANDSCAPE Dl661NG PcVM61N6, FENCE POST QR ANY OTHER ~AY. OUR FEl<NIT FOR Dl661NG l'ILL NOT BE VALID HITHOUT A DIG ALERT TICKET NUMBER AND NOTIFIGATION THAT THE MARKOUT HAS BEEN COMPLETED. THERE IS ALSO A 14-DAY r'IINDOrl (SECTION 4216/EJJ IN i'IHICH YOU MUST COMPLETE THE fROPOSED DIGGING. IF YOU HILL NEED ADDITIONAL TIME BEYOND THE 14 DAYS. IT IS YOUR RESPONSIBILITY TO l<ECALL Dli, ALERT. Dli, ALERT TOLL-FREE NUMBER IS l-b00-422-4159 HOLD HARMLES5 AND INDEMNIFICATION CLAUSE CONTRACTOR A6RfES THAT HE SHALL ASSVME SOLE RESPONSIBILITY fOR JOB SITE CONDITIONS DIJRIMS THE CCVRSf OF CONSl'l<lKTION Of THIS PROJECT, INCLUDING SAfElY OF ALL PERSONS AND fROPERlY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITl:D TO NORMAL f'l?RKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OVl'IER, THE CITY/WJNlY OF LOCAL JURISDICTION, AND THE LANJJSGAPE ARCtllTECT HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION f',ITH THE PERFORMANCE Of ViORK ON THIS PROJECT, EXC.EPTIN6 FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OVl1ER, THE CITY/COUNTY OF LOCAL JURISDICTION, OR THE LANDSGAFE ARCHITECT. TAKE PRl:GEDENCE THE CITY OF CARLSBAD LANDSCAPE STANDARDS REQUIREMENTS SHALL TAKE PRECEDENCE OVER THE APPROVED LANDSCAPE PLANS. SHOULD A DISGREFANGY OCCUR BETl-\l:EN ANY NOTES, SPECIFICATIONS, DETAILS, SITE CONDITIONS, OR OTHER Sl1\IATION l<EGARDING THE INTl:RPRETATION OF WNSTRIICTION FROM THESE PLANS, THE CITY REPRESENTATIVE~ DECISION SHALL BE FINAL. LAND5CAFE Y'llLL BE PROVIDED FER THE ATTACHED PLANS AND THE 5TANDARDS AND REQUIREMENTS NOTED ON THESE FLANS. PRIOR TO COMMENCEMENT OP 13UILDIN6> CONSTRUCTION, PINAL LANJJ5CAPE PLAN5 l'llLL BE FROVIDED INCLUDIN& PRECISE FLANTING, IRRIGATION, LAND5CAPE LIGHTIN6>, CON5TRUCTION FLAN AND DETAIL5, LAND5CAFE DRAINAGE, 5FECIFlcATION5 AND 5AMPLE5 FER THE CITY OP CARLSBAD DESIGN &UIDELINES. NOTES, + A SEPARATE CITY REVIEV'I AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERNIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING 4 IRRIGATION ONLY. + PRIOR TO OCCUPANCY AND/OR SECURITY RELEASE THE LANDSCAPE ARCHITECT OF V10RK SHALL REVIEV'I/INSPECT THE PROJECT AND PROVIDE A CERTIFICATION LETTER FOR RELEASE OF SECURITIES, AN IRRIGATION SCHEDULE AND LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE AS REQUIRED BY THE CITY V'IATER ORDINANCE. N w NOTES, 0 . ,. ' ' SITE-. 155,..,.75 CHINQUAPIN .«\VENUE A THE SECURITY RELEASE LETTER SHALL CERTIFY THAT HE OR SHE HAS IN5PECTEP THE ~RK ANP THAT THE PRO.:ECT COMPLIES Nin+ THE FOLLOY'llNo CONDITIONS, I. HAS BEEN MAINTAINEP IN SUBSTANTIAL CONFORMANCE TO THE APPROVED PLANS. 2. IS 6ROJ/'IING IN A HEAL THY AND THRIVIN6 CDNDITION. 3. ALL PLANTIN6S REQUIRED UNDER SECTION IV.E OF THE LANDSCAPE MANUAL HAVE BEEN ESTABLISHED AS AN EFFECTIVE 5URFACE EROSION CONTROL. 4. THERE 15 NO EVIDENCE OF EXCESSIVE RUN OFF FROM THE IRRl6ATION SY5TEM CAU5IN6 A SOIL EROSION PROBLEM. 5. AS-BUILT LANDSCAPE FLANS FOR THE BONDED Y'lORK SHALL BE SUBMITTEP TO ANP APPROVED BY THE CITY B. AN IRRIG>ATION l'IATERIN6 SCHEDULE SHALL BE PREPARED BY THE PROFESSIONAL OF RECORD FOR ALL LANPSCAFE PROJECTS :,JBJECT TO THE NATER EFFICIENT LAND5CAFE ORDINANCE. THE SCHEDULE SHALL BE SUBMITTED TO THE CITY PRIOR TO 6RANTIN6 A PERMIT OF OCCUPANCY AND SHALL INCLUDE THE FOLLOY'llN6 INFORMATION, I. A DESCRIPTION OF THE AUTOMATIC IRRl6ATION SYSTEM THAT V'ilLL BE USED FOR THE PROJECT. 2. THE ETO DATA RELIED ON TO DEVELOP THE IRRl6ATION SCHEDULE, INCLUDING THE SOURCE OF THE DATA 3. THE TIME PERIOD Y'lHEN OVERHEAD IRRl6ATION l'llLL BE SCHEDULED AND CONFIRM THAT NO OVERHEAD IRRl6ATION SHALL BE USED BE:Tl'IEEN ~,00 AH AND 10, 00 PH 4. THE PARAMETERS USED FOR SETTING THE IRRIGATION SYSTEM CONTROLLER FOR l'iATERIN6 TIMES FOK o) THE PLANT ESTABLISHMENT PERIOD B) ESTABLISHED LAND5CAPIN6 c) TEMPORARILY IRRl6ATED AREAS d) DIFFERENT SEASONS DURIN6 THE YEAR 5. THE CONSIDERATION USED FOR EACH STATION FOR TI-IE FOLLOl'IIN5 FACTORS, ,;,} THE DAYS BETl'IEEN IRRIGATION b) STATION RUN TIME IN MINUTES FOR EACH IRRl6ATION EVENT, DESIGNED TO AVOID RIJNOFF c) NUMBER OF CYCLE STARTS REQUIRED FOR EACH IRRIGATION EVENT, DES16NED TO AVOID RUNOFF d) AMOUNT OF f',A TER TO BE APPLIED ON A MONTHLY BASIS e) THE ROOT DEPTH SETTIN6 I) THE PLANT TYPE SETTINi;, gJ THE :OIL TYPE h) THE SLOPE FACTOR i) THE SHADE FACTOR C. A MAINTENANCE SCHEDULE FOR THE LANDSCAPING> AND IRRl6ATION SYSTEM SHALL BE PREPARED FOR ALL LANDSGAFE PROJECTS SUBJECT TO THE i'IATER EFFICIENT LAND5GAPE ORDINANCE. THE SCHEDULE SHALL BE SUBMITTED TO THE CITY PRIOR TO 6RANTIN6 A PERMIT OF OCCUPANCY AND SHALL INCLUDE PROVISIONS FOR THE FOLLONIN6, I. G>ENERAL LANDSCAPE AND IAAl5ATION MAINTENANCE. THE SCHEDULE SHALL IDENTIFY THE ENTITY THAT J/'IILL BE RESPONSIBLE FOR MAINTENANCE AND SHALL PROVIDE FOR ALL OF THE 6ENERAL LANDSCAPE AND IRRIGATION MAINTENANCE REQUIREMENTS. 2. l'IATER EFFICIENT LANDSCAPE MAINTENANCE. IN ADDITION TO THE 6ENERAL MAINTENANCE REQUIREMENTS, THE MAINTENANCE SCHEPIJLE FOR LANDSCAPE PROJEGTS THAT ARE SUBJECT TO THE l'IATER EFFICIENT LANDSGAPE ORDINANCE SHALL INCLUDE PROVISIONS TO, a) MAINTAIN AND OPERATE THE LANPSCAPIN6 AND IRRl&ATION SYSTEM ON THE PROPERTY CONSISTENT NITH THE MAY'IA. b) MAINTAIN THE IRRIGATION SYSTEM TO MEET OR EXCEED AN IRRIGATION EFFICIENCY NECESSARY TO MEET MAl'IA, c) REPLACE BROKEN OR MALFUNCTIONING IRRl6ATION SYSTEM COMPONENTS l'IITH COMPONENTS Of THE SAME MATERIALS AND SPECIFICATIONS, THEIR EQUIVALENT OR BETTER. ENSURE THAT ffiEN VEi;,ETATION IS REPLACED, REPLACEMENT PLANTIN6S ARE REPRESENTATIVE OF THE HYDROZONE IN ffilCH THE PLANTS V'iERE REMOVED AND ARE TYPICAL OF THE NATER USE REQUIREMENTS OF THE PLANTS REMOVED, SO THAT THE REPLACED VE6ETATION DOES fl?T RESULT IN MIXINIS Hl6H ViATER USE PLANTS NITH LON f',A TER USE PLANTS IN THE SAME HYDRO ZONE. CONSTRUCTION PLAN, DETs $ NOTES IRRl0ATION PLAN ~ CALCULATIONS IRRIGATION DETAILS/NOTES IRRl&ATION SPEGIFIGATIONS PLANTING PLAN $ LE0END PLANTING DETAILS, NOTES, SPEGS 4 MAINT MAP DEC-LARATION OF RESFONSIBL.E C-HARGE 02 03 04-05 06-01 08 0'1 Ll-02 TO Ll-03 Ll-04 TO Ll-05 LF-01 LP-02 I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF l'lORK FOR THIS PROJECT, THAT I HAYE EXERCISED RESPONSIBLE CHARGE OYER THE DESl&N OF THIS PROJECT AS DEFINED IN SECTION b103 Of Tl-IE BUSINESS AND PROFESSIONS GODE AND THAT THE DESl&N IS CONSISTENT Y'IITH CURRENT STANDARDS. I UNDERSTAND THAT THE C.HECK OF PROJECT DRAf'llNGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO A REVIEl'l ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT OF i'IORK, OF MY RESPON5161LITIE5 FOR PROJECT DE51&N. THESI: FLANS HAYE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE NTH THE APPROVED LANDSCAPE CONC.EPT PLAN, l'lATER CONSERVATION PLAN, STORM i'!ATER POLLUTION PREVENTION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSGAPIN6. I r _;> BY, -~-~----~--"';;f;...-::::=:=------------' \ \ FIRM NAME AND ADDRESS 6MP ING. JOHN PATTERSON 4010 SORRENTO VALLEY BOULEY ARD SUITE 200 SAN DIEGO, GA 12121 PHONE NO., (e,58) 558-M11 RE615TRATION NO,, CA 3503 EXPIRATION DATE, 02-11 V1ATER EFFICIENT LANDSC.APE DECLARATION, I AM FAMILIAR Y'llTH THE REQUIREMENTS FOR LANDSCAPE AND IRRl&ATION PLANS GONTAINED IN THE CITY OF CARLSBAD'S LANDSGAPE MANUAL t f'1ATER EfflCIENT LANDSCAPE RE6ULATIONS. I HAYE PREPARED THIS PLAN IN COMPLIANCE f'11TH THOSE RE0ULATIONS AND THE LANDSGAPE MANUAL, I CERTIFY THAT THE PLAN IMPLEMENTS THOSE RE6ULATIONS TO PROVIDE EFFICIENT USE OF f'1A TER. NAME\ OH PATTERSON (858) 5' "3 -8'111 PHONE NO CITY OF CARLSBAD NOTES INSPECTION PROCEDURES, -1'·1¾ I& DATE LA 3503 RE61STRATION NO 02-11 EXP. DATE I. INSPECTION OF THE PROJEC.T SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE l'lORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SGHEDIJLE Of Rl:OUIRED INSPECTIONS AND REQUIRED SUBMITTALS. 2. fOLLOf'1IN6 THE COMPLETION Of v-lORK, THE LANDSC.APE ARCHITECT OF THE l'IORK Y'IILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY WHITTING THE "FINAL LANDSGAPE C.ERTIFICATION FORM'. A REQUEST FOR A FINAL LANDSC.APE INSFEC.TION BY THE CITY MUST ALSO BE MADE BY CALLIN& THE INSPECTION REQUEST LINE. "FINAL LANDSCAPE CERTIFICATION FORM' FAX TO, 160-q44-8~43 LANDSCAPE INSPECTION REQUEST PHONE LINE, 160-602-4602 5. ALL IRRl&ATION BACKFLOY'I PREVENTERS SHALL BE TESTED BY A Gl:RTlflED TESTER AND RE:JJLTS MUST BE &IVEN TO THE CITY AND THE CARLSBAD MUNICIPAL l'IATER DISTRICT. PIPE BETf'IEEN THE METER AND BAC.KFL01'1 PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOv-1 TESTERS GAN BE FOUND ON THE CITY f'IEB SITE AT http, I /r1eb .car lsbadw gov /services/departments/r1ater /Documents/r1aterl:lackf lor1testerlist.pdf 4. Y'lATER SERVICE (POINT OF CONNECTION) INSTALLATION FOR LAND5CAPE SHALL BE IN PLACE AS REQUIRED TO C.OINCIDE Y'IITH PLANTING TIMING SPECIFIED IN SECTION V 5. PRIOR TO BE&INNIN& LANDSCAPE f'10RK THE CONTRACTOR SHALL CONTACT THE DESl6NER Of v-lORK PRIOR TO BE61NNIN& LANDSCAPE v-lORK AND THE DESIGNER OF VIORK SHALL REVIEv-1 THE PROJECT UTILITY LOCATIONS AND REVISE PLANS AGCORDIN&LY TO FULLY SCREEN ALL UTILITIES FROM VIEf'1 AND PROTECT ALL UTILITIES (ABOVE i BELOY'l 6RADE) FROM INVASIVE PLANT &ROY'ITH AND ROOTS. 1st SUBMITTAL: 02-02-16 2nd SUBMITTAL: 04-07-16 FINAL SUBMITTAL: 04-18-16 GMP JOB NO: 15-012 APPROVED !=OR IRRl6ATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. RCE ~--EXP, ___ _ REVIE\./ED BY: INSPECTOR DATE DATE ~OSCAp \ tersol) m -·. •. '·"$j >---------+----+-------------+---+-------+----+------.I I OSHE1ET I CITY OF CARLSBAD 1111!/il'fo" PLANNING DIVIS□N '-' _§ §"' -0 O -' -, --< Srm Diego, CA 97121 gmp!ar.d@rch,com l 8.50 553 8977 LANDSCAPE TITLE SHEET FOR: CARLSBAD LAGOON BEACH HOMES TS-01 165-75 CHINQUAPIN AVENUE CARLSBAD, CA 92008 APN, 206-080-13 _AP_P_R o_v_E□~.__./1r,;____,.--c__:__-'c&:::.J..:_-_,.f;.{---=1--<?=-~....____ -+ -?.o _ 1..., 1-----1-------+-----------------1-----t---+----+----.1 PLANNING DA TE 1-----1-------+-----------------1-----+---+-----+----.1 ~D;::W:;;:N=:;;:B;::Y,=======,;-;:::========::;1-;:====~ DATE INITIAL PROJECT NO, DRAWING NO. DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~~g :~:-~-MS 15-02 490-51 PLOT IDA TE: Aprii 14, 2016 .· Gt:_·-. POST CAP /,I 11' DETAIL 1 / FINISH GRAOE FW-6FT. WALL SYSTEM -~~= •'Joi"::!"' t-,;,11!.,'j.t ..,..,, ~..,,:i=,i..,.,i, ,:'""' .-;u.~ ::L. a~'.TI-:l PHONE#S00-350-5620 DETAILNO • 11 lJETA!L l fW·GLASS DETAIL -SOB!vf lTSHap-- RAl'il NGS TO 13E APPROVED 13Y ANDSGAPE ARGHITEGT -",,_ C,)($Mj\iitt -""""" V-W'U:: \l;l><IW$""1fW !»'WA '!}!a.A At&J:.w """' 800-350-5620 FU:/W'IE'??Tl'i7'i'? A ~1-0 11 GL.A55 VIE~ FENCE VIEV'l FENCE BY FENCEY'!ORKS ING. INSTALL PER MANUFACTURER'S RECOMMENDATION. 160 124-8131. 1NY'4v-..fene,el"iork5.com .T.5. 11.--~ NOTE, 1 APPLY 6RAFl6oNE VVF-10 ANTl-6RAFFITI COATIN6 TO ALL MASONRY S!RFACES, AVAIL. FROM 5RAFl60NE ING., (800) 5b0-8qoo 1 FENGE POST 5/lALL BE <:;ENTERED ON GMJ BLOGK ,1ALL 1 Vic,1 FlcNvE F05T5 ,HALL EE 5cT TO ALL0,1 BOTTOM RAIL TO SIT oN TOP OF 11ALL GAF , KEEF REBAR 5" GLEAR ON ALL SIDES ~ _l • ri· t .... ::.,,. : .. :,....1 5E:CTION 5 ffi RETAININ& l'IALL PER GIVIL EIISINEER S PLANS 5TEEL STANCHION, MIN. 12" INSIDE POST, EMBED MIN. 15" IN VW.L 4 6LASS BOTTOM RAIL $ FINISH GRADE !!> FENGE POST VllTH 6LA5S VINYL 1 CONCRETE FOOTING FER CIVIL ENGINEER'S FLANS e, COMPACTED ~ADE PER SOILS REPORT 'I TElffRED &LASS BOTTOM RAIL MOUNTED f'IITH CONSTRUCTION ADHESIVE POST GAP GLASS VINYL TEG~LL POCKET FILLER B GLASS FENCE ON MASONRY ~ALL VIEY'l FENCE BY FENCEv'lORKS INC. INSTALL PER MANUFACTURER'S RECOHHENDATION. (160)124-8131 l"Jl'11Nfence1"1ork5 com D,4 12' MIN., SEE PLAN SECTION fll.EN,OJV/?m?? 0FERMEABLE PAVER5 A5 PER WNSTRUCTION Pl.AN 0r." FELT EXFAN5ION JOINT 0~ REBAR CONT, AT NOSE Of EACH STEP 01G REBAR 24" O.C. BOTH 1'1AYS; HOLD IN CENTER OF POUR AND A HIN. OF 3" CLEAR FROM ED6ES 0coNc. SlEPS -COLOR TO BE DAVIS COLORS 'ADOBE ~bl01B' 1'1/ TOP CAST ~3 FINISH 0coMPACTEP SUBSRAPE AS PER SOILS REPORT 0114 DOV'IEL 15" LONS, SLIP JOINT ONE SIDE 0R.ETAININ6 l'lALL PER CIVIL ENSINEER'S PLANS NOTE SEE GONSTRI.ICTION PLAN FOR WLOR ANP FINISH OF CONCRETE 5EE CIVIL EN&INEER'S PLAN FOR NUMBER OF Rl5ER5 RISER HEISHT MAY VARY FROM 5" TO T' DEFENDIN6 ON THE DIFFER.ENCE IN ELEVATION BEWIEEN LANPINSS (PER CIVILJc HOY'iEVER, RISERS IN A ISIVEN St:T OF STAIRS SHA!.!. HAVE A CONSISTENT HEl6HT. G CANTILEVER.ED CONCRfif SifF5 LF TO 72'' FW-GLASS WALL • PEDESTRIAN GATE NOTES: A~~I_L~.BLE THROUG/:i FSNC!:;,WORKS. t,N';. l-i-llX:-,J.50;... 5$20 '''"' S00-350-5620 G·014 CONSTRUCTION LEGEND: I PIBLIG SIDl:l'IALK, Pl:R GIVIL l:NGINEER :, DRIYl:MY APRON, PER CIVIL ENGINEER El EXISTING RETAININ& l'IALL TO REMAIN, PER GIVIL ENGINEER 4 aRB AND 61JTT8<, FER CIVIL l:flSINEER $ PERMEABLE PRE-CAST VEHICULAR CONCRETE PAYERS SHALL EE BEL6ARD 'AGi!A ROG', COLOR TO BE 'TOSGANA' (IX! MM IN VEHICULAR USE AREAS) -SEE DETAIL ON CIVIL PLANS " RIGHT-OF-VIA Y LINE 1 PROPERTY LINE "' DAAINAGE FER CIVIL ENGlfl:ER 'I 6' Hl6H GLASS VIEl'I fENGIN& -SEE DETAIL NLG-01 lo 6' Hl&H COMBO 6LASS VIE~ FENCING • 5EE DETAIL B/LC-01 11 CONCRETE C,l,RB, PER GIVIL ENIGNEER 1:, PRIVATE REAR YARD Ae<;l;SS STEPS -51;1; DETAIL C/LC-01 16 PROPOSED RETAINING l'IALL PER CIVIL ENGINEER 14 3' l'IIDE PRIVATE YARD ACCESS 6ATE -SEE DETAIL D/LG-01 U) I IS PRE-CAST FERMlcABLE PEDESTRIAN PAYERS 5/lALL Bi; ·>Fi<>b.01, BEL&ARD 'AQUA ROG', COLOR TO BE 105GANA' -SEE DETAIL ',11 ON GIVIL PLANS 0 42" BISH COMBO GLASS Vlffi FENCING -St!: DETAIL B/LC-01 @slDl:YARDVINE TRELLIS-SEE DETAIL MP-01 CON5T~UC TION NOTES GENERAL CONSTRUCTION NOTE ALL MATERIALS AND METHODS OF INSTALLATION SHALL BE PER "GREENBOOK" STANDARD SPECIFICATIONS FOR PUBLIC v'lORKS CONSTRUCTION, 2003 EDITION, UNLESS OTHERv'llSE NOTED. THE CONTRACTOR SHALL CONTACT AND SCHEDULE Y'llTH THE CITY THE FOLLOv'llNG MASONRY INSPECTIONS, I. CONCRETE FLATY'lORK FORMING. /I I '''' l G UJ / / :;:C~EIT~:M:LE~~AINAGE ~;;~5;~,~--Ef'_'"3+5~l .. ,At I FENCING IT N FRO T YARD SETBACK SHALL BE NO TALLER THAN 42" IN HEl0HT ···········1e'-8'1 '·····F'S"-" d,lb ,,l , ,Fl::NCI NIS ~ltHTN FRONT YARD \ i_ \"}, ,;c )A [ '···· G:J,5'.\TI SETBACK SHALL BE NO TALLER THAN 42" IN HEIGHT I. ALL SURFACE DRAINAGE TO BE AV'lAY FROM ALL FOOTIN6'S, FOUNDATIONS AND ElUILDIN6' V'lALLS AT MINIMUM OF 2%. '.l. CROSS SLOPE V'lALKS AND PAVING '.2% MAXIMUM, UNLESS OTHERY'llSE NOTED. 3. SURFACE SLOPES SHALL ElE A MINIMUM OF 2% TO DRAINS IN ALL PLANTING AREAS. 4. SPECltv1EN TREES SHALL BE IN PLACE PRIOR TO INSTALLATION OF DRAIN LINE. DRAIN LINE PLACEMENT SHALL BE ADJUSTED AROUND TREES 5. LAY DRAIN LINES V'llTH 2% MINIMUM FALL USE RIGID, NON PERFORATED DRAIN PIPE. NO CORRUGATED TYPES IS TO BE USED. 1, 10 5 Ff;;,::)65 FOOTPi~iN·r·.-.,- 140?,A;J ;p;.~- ,./ 0 10 20 30 -------- SCALE: 1" 10' ; / GS,·:,6-2A 1 ~ / hl I 6. ROUND TOES AND EDGES OF ALL SLOPES. CONTOUR SLOPES ElETY'lEEN V'lALKS AND BUILDINGS. DRAIN SY'lALES ARE TO BE INSTALLED ElETY'lEEN ElASE OF SLOPES AND Y'lALKS, PAVIN6 AND BUILDINGS. 1. REFER TO CIVIL ENGINEER DRAV'llNGS FOR ADDITIONAL GRADES AND INFORMATION. VERIFY ON-SITE AND REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFORE START OF ANY Y'lORK ON THIS CONTRACT 8. Y'lHEN PERFORATED DRAIN PIPE IS SPECIFIED, PERFORATIONS IN PIPE SHALL FACE DOV'lNY'lARD IN TRENCH. C!. VERIFY ALL INVERT ELEVATIONS AT PROPOSED TIE-INS PRIOR TO INSTALLATION. MAKE ANY ADJUSTtv1ENTS AS NECESSARY TO ALLOY'l 2% MINIMUtv1 FALL FOR REQUIRED DRAINAGE OF LINES 10. ALL TOP-OF-&RADE AND INVERT ELEVATIONS INDICATED ARE APPROXIMATE. VERIFY IN FIELD TO INSURE 2% MIN. II. CONSULT OY'lNER FOR FS OF ENTRY STOOP IN RELATION TO FF OF BUILDING. ENTRY STOOP TO BE A MINIMUtv1 OF I" ElELOY'l STUCCO SCREEDS. 12. CONTRACTOR SHALL ENSURE THAT EARTH MOUNDING DOES NOT INTERFERE v'llTH SV'lALES DEPICTED ON CIVIL ENGINEER'S GRADING PLAN. 13. tv1AINTAIN 12" tv11NIMUM COVER OVER ALL DRAIN LINES. C\l C) I lO TILE/FAVER.5 I. CONTRACTOR SHALL SUBMIT A SAMPLE OF EACH TYPE OF TILE/PAVER AND GROUT COLOR INDICATED ON PLANS TO LANDSCAPE ARCHITECT FOR APPROVAL BEFORE STARTING v'lORK. 1st SUBMITTAL: 02-02-16 2nd SUBMITTAL: 04-07-16 FINAL SUBMITTAL: 04-18-16 oSCAp \\erson GMP JOB NO: 15-012 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. II As BUII_ T 11 RCE __ _ EXP, ___ _ REVIEWED BY, INSPECTOR DATE DATE .&1111• I oSHE2ET I CITY OF CARLSBAD I soHEgETS I .. , 1-----+--+-----------------jl-----+--+---+---l PLANNING DIVIS □N LANDSCAPE CONSTRUCTION PLAN FOR: SITE DRAINAGE NOTES, I. ALL SURFACE DRAINAGE TO BE Av-JAY FROM ALL FOOTINGS, FOUNDATIONS AND BUILDING V'lALLS AT MINIMUM OF 2%. 2. CROSS SLOPE ~ALKS AND PAVING 2% MAXIMUM, UNLESS OTHl::R~ISE NOTED. +NOTE, ALL HARDSCAPE ELEMENTS SHALL BE DESIG-NED TO DRAIN ALL ~ATER ENTIRELY INTO AN ADJACENT LANDSCAPED AREA. EACH LOT IS TO BE MAINTAINED BY THE INDIVIDUAL HOMEO~NER. NO HOA ~ILL BE ESTABLISHED FOR THIS DEVELOPMENT :J.§ §"" -o n -' "":_,~~~-~ -t m 4DIO !,-,;onento Va!:~y Bi",;;:1 Sm':€ 20Cl S;;r'. Diego, CA 92727 r;mplanclilrt:h.tom r S5S 558 8977 CARLSBAD LAGOON BEACH HOMES lE,5-75 CHINQUAPIN AVENUE Lc-01 CARLSBAD, CA 92008 l-----+--+----------------1-----+--+---+---l APN1 206-080-13 l---+---+----------------+---+---+--+-----1IA-P_P_R_o_vE_o __ ~_.4~-=-..__,=-~~~~~-~ / l/4--'~ q ki I __.;tt '-( -Z,,:,. I l-----+--+----------------1-----+--+---+---l PLANNING DATE ~ 3. SURFACE 5LOPES SHALL BE A MINIMUM OF 2% TO DRAINS IN ALL PLANTING AREAS. DATE INITIAL ENGINEER OF WORK DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL OWN BY: PROJECT NO. I DRAWING NO. ~~~g :~: MS 15-02 . 490-5L DATE INITIAL CITY APPROVAL !PLOT DA TE: April 14, 2016 IRRIGATION MATERIAL LEGEND (PRIVATE LOTS) 181 HO SYMBOL HO SYMBOL HO SYMBOL MAHJFACT. MODEL NO. I DE:GRIPIION DETAIL P.O.C. CONNKT DO~ll<EAM OF THE EXISTIN6 I" DOMESTIC METER, VERIFY SIZE, LOGATION, AND PRESSURE IN FIELD, ~ITH Ol'NER~ AUTHORIZED REPRESENTATIVE Fl<IOR TO COMMENCIN& V'IO!sK Ml-02 B/L1·02 COLONIAL VALVE 801 SERIES TR!IE L!slON BALL VALVE, LINE SIZE. VIILKINS HUNTER tlJNTER NIA RAIN BIRD tlJNTER CRESLINE l'lEST CRESLINE WEST CRESLINE i'IEST AS AFffiOVED SPEARS 500-HLR SERIES FRESSIJRE REDJCIN6 VALVE VIITH 10 TO 125 FSI SFRIN6 RAN6E, SIZE AND F!i!:S9.J<E 5ETTIN6 AS NOTED. Ml-02 HIINTER Fro-C MODULAII, INDOOR MOUNT IRRIGATION CONTROLLER SIZE AS REaJIRED, INSTALL YilT~N GARAGE, VERIFY ACTUAL C/\.l-02 LOCATION IN FIELD YilTH O~NERS AUTHORIZED REF!<ESENTATIVE. MINI-WK RAIN SENSOR, MCWT TO EAVE Of BLDG. AND l'llRE TO CONTROLLER FER MANIIFACTURER INSTR!ICTIONS. VERIFY DILl-02 ACllJAL LOCATION IN FIELD f11TH OYiNER5 AAHORIZED REPRIESENTATIVE. 120 VOLT ELKTRICAL FOl'IER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD NIA XACZ-x,x ANTI-SIPHON DRIF SERIES fRESSl.l'<E RE61JLATING CONTROL VALVE, SIZE AS SHOYIN, lt,ISTALL o' AfJOVE HIGHEST OUTLET EILl-02 AND FER MANUFACTURERS :f'KIFICATIONS. VALVES SHALL BE INSTALLED IN MA~FOLDS ISOLATIED FROM THE MAINLINE Bl' A BALL VALVE. SIZE BALL VALVE FER THE LAR6EST RCV IN THE MANIFOLD. ASV-101-CG ANTI-SIPHON REMOTE CONTROL VALVE, VIHEN HEADS ARE LC!'ER THAN RCV T/Ll-0:, PVC FIPE 3/4' -11/2" CL. 200 AS LATERAL LINES 12" BELOl'I GRADE F/\.1-02 PVC FIFE 11/4' SCH. 40 AS MAINLINES 18' BELOYi &RADE FILl-02 PVC FIFE SCH. 40 AS SLEEVNG, mIcE THE DIAMETER OF FIFE OR rllRE BUNDLE CARRIED PLACE BELOl'l ALL PAVING, G/Ll-02 HARDSCAPE, ETC., AND AS DIRECTED BY OYINER'S ALITHORIZED REPRESENTATIVE. #18-xx A~ MULTI-STRAND IRRIGATl<'N CONTROL l'ilRE, Dll<fGT 61.i'<IAL, UL. APPROVED, FER CODE. NIIMBER OF MVLTl-~IRE NIA STRANDS SHALL BE AT LEAST THREE MORE THAN NUMBER OF VALVE STATIONS SHOt'IN FER PRIVATE LOT. DS-500 PRE-FILLED rllRE CONNECTORS, USE ON ALL t'IIRE CONNECTIONS HILl-02 I PRIVATE LOT CALL OUT I ~STATION I VALVE51ZE~6Pl'I IRRIGATION MATERIAL LEGEND (POTABLE JAIATER) SYMBOL MANUfAGT. MODEL NO./ DESCRIPTION DETAIL L-J * NO SYMBOL @@ WATER TYPE HLl'ITER twTER HJIITER fl!NTER RAINlllRD HYDRAULIC GRADE LINE PLD-Oo-12 DRIP TUBING IV .6 &FH EMITTERS 12" ON CENTER, INSTALL TUBING ROV,S A MAXIMUM OF 16' AFART IN PLANTIN6 AREAS. l~)::L,M,N ALL TUBING 5HALL BE INSTALLED 5' BELO~ MllLCH 6RADf I'll~" f11RE STAKES FIVE (5) FEET ON CENTER, VERIPJ' THE LAYOUT AND Ll-02 I LI-W SPACING IN THE FIELD FRIOR TO STARTING rlORK PLD FITTIN65 FOR CONNECTION BETl'ffN PVC LATERAL HEADER LINES AND DRIP Tl,BING 0/'/\.I-O~ ALL CONNECTIONS BET\lffN DRIF TUBING SHALL BE MADE USIN6 PLD FITTINGS O/'ILl-09 SCH80 NIFFLE t'IITH PCB-50 PRESSIJRE GOMFEIISATING TRICKLE PATTERN &FM, 0.50/1.00) FSI, 90 5PACIN6, 9 FT S/LI-OS BUBBLER, EACH SYMBOL REPRESENTS T)jO BUBBLERS FER TREE FW{IDE A PLD fllJSH CAP AT Ell!J Of DRIP Dl5:;HARGE HEADER USING FLD FITTING, INSfALL FWSH VALVE INSIDf A 5EPARATE lliLl-00 VALVE BO!\ ONE AT EACH ENP OF TI-IE TUBIIJ6 RL!sS IN EACH DIRECTION, INSTALL 18" FROM PAVING AR VALVE KIT, AIR/VACWM RELIEF VALVE, INSTALLED t'IITH A COnllNATION TEE. INSTALL AIR RELIEF ASSEM!ILY INSIDE A 6" RILl-09 ROUND VALVE BOX AT THE HIGH POINT OF EACH FLANTI:R, MULTIPLE AAV$ SHALL BE REQUIRED FER RCV, VERIFY QUANTITY FRIOR TO STARTING t'IORK, INSTALL VALVE BOX 18' FROM PAVING AND AT HIGH POINT OF PLANTER AREA PRESSURE LOSS CALCULATIONS POTABLE WATER 238 DATE 12/1/2015 TABLE:A POC "x" 1" -~ ---- ROAD STATION 3+52 SERVICE LINE 1" METER NUMBER HOUSE 1 PROJECT CARLSBAD LAGOON BEACH HOMES WATER TYPE POTABLE WATER METER SIZE 1" METER ELEVATION 60 STATIC PRESSURE 77 VALVE NUMBER CHECKED 1 GPM AT VALVE 3 PUMP PSI 0 SERI/ICE LINE WATER METER WYE STRAINER BACKFLOW PREVENTER MASTER VALVE FLOW SENSOR MAINLINE ISOLATION VALVES REMOTE CONTROL VALVE LATERAL LINES HEAD LOSS MISC LOSSES SUBTOTAL FITTING LOSSES SUB TOTAL FROM ABOVE REQUIRED PSI AT LAST HEAD TOTAL STATIC PSI BOOSTED PSI PSI REQUIRED RESIDUAL PSI NOTES, IRRIGATION MAINLINE AND APPURTENANCES LOCATIONS ARE DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED V'IITHIN THE LIMIT OF V'IORK, 18" OFF ANY HARDSCAPE AND V'IITH PLANTING AREAS. IRRIGATION EQUIPMENT SHOV'IN OUTSIDE OF MAINTENANCE RESPONSIBILITY AREAS FOR CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED V'IITHIN THE LIMIT OF V'IORK LINES. VERIFY ALL LAYOUT IN FIELD V'IITH OV'INER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL PROVIDE SLEEVING FOR ALL FUTURE PAVED AREAS INCLUDING FUTURE DRIVEV'IAYS, ROADV'IAYS, AS V'IELL AS ALL CURRENT PAVED AREAS, PATHS, ETC. VERIFY ALL SLEEVE LOCATIONS IN FIELD 1-'ilTH OV'/NER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING V'IORK. ALL RCV'S AND QCV'S SHALL BE INSTALLED OFFSET FROM MAINLINE AND ISOLATED V'IITH A BALL VALVE. ALL RCV'S SHOV'IN V'IITHIN 15 FEET OF EACH OTHER SHALL BE INSTALLED ON A COMMON MANIFOLD. JOB NUMBER 15-012 WYE/0/ 1" LOCATION CARLSBAD, CA BACKFLOW ENCLOSURE MODEL# CLIENT RINCON REAL EST. GROUP BACKFLOW 1" CONTACT KEVIN DUNN, (949)637-3254 MASTER VALVE 0 PREPARED BY SW FLOW SENSOR 0 WATER DISTRICT CARLSBAD WATER DISTRICT STATIC WATER PRESSURE 77 PSI 1.12 0.00 2.00 12.00 0.00 000 0.50 1.40 2.00 0.75 0.00 0 19.77 1.98 19.77 40 61.74 77 0 62 15 +NOTE, ALL HARDSCAPE ELEMENTS SHALL BE DESIGNED TO DRAIN ALL V'IATER ENTIRELY INTO AN ADJACENT LANDSCAPED AREA +NOTE A ROOT BARRIER SHALL BE OVER OR ADJACENT TO ANY UNDERGROUND DRAIN LINES AS A MEANS OF PROTECTION AGAINST ROOT INTRUSION. FINAL LOCATION OF ROOT BARRIER(SJ SHALL BE DETERMINED DURING CONSTRUCTION DESIGN WATER PRESSURE ij2 PSI ------------ BOOST REQUIRED 0 PSI MAX DEMAND 3GPM SET POC REGULATOR AT 64 ESTIMATED AREA SERVED 1196SO.FT. ESTIMATED WATER USE 0.04 ACRE FEET PER YEAR MAXIMUM ALLOWABLE WATER USE 0.05 ACRE FEET PER YEAR WATER SOURCE CARLSBAD WATER DISTRICT (760) 603-7351 WATER SOURCE INFO OBTAINED CITY OF CARLSBAD ELZBIETA KARCZEWSKI (760) 605-7351 12/1/2015 CONTRACTOR SHALL VERIFY LOCATION AND \NATER PRESSURE BY DIRECT MEASURMENT IN TI-IE FIELD. IF EXISTING PRESSURE IS NOT STATED ON PLANS CONTRACTOR SHALL NOTIFY THE OWNERS REPRESENH/E BEFORE PURCHASE OF EQUIPMENT AND BEGINNING OF INSTALLATION. PURCHASE OF EQUIPMENT AND ANY INSTALLATIONS WHEN EXISTING STA TIC PRESSURE IS BELOW THAT STATED ABOVE SHALL BE TI-IE SOLE RESPONSIBILITY OF THE CONTRACTOR. +NOTE, DRIP AND/OR MICRO SPRAY IRRIGATION METHODS SHALL BE USED ON SITE AND ALL IMPERMEABU: SURFACES SHALL BE DESIGNED AND CONSTRUCTED TO GAUSE V'IATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA / ,I i I .• ,. ii ;:_. ,,,; ✓i <"'''. • , • I dfr:.-\-; ... ,:i : . J1 f [1 f j' • .i/'e.1 Vl'tl'\ '¾./\, 2" I 111 i I I.,,,+ .. ,;f:,...:}{l"f',f>';,,";~,,,,,,,,::: .e•---~---;, I i:'.ELi·.:".::::s;;:;z~/;:;):;:::z~-.:-,L'.".::::·~-?~;~;;~.~::',?;::,:.;;'::2:z;:;;;;;:;;:;?~?;;:;,;,::2;z;i:;;tz:::?zz.z~::::'zt-.,-.:-:-,<-, C\1 C) I LO /~ID~: ····•.•········~@@ :\ It1ff \ I 11 ~-1~i!i 10 5 0 10 20 30 ---- SCALE: 1" -10' NOTES: EACH LOT IS TO BE MAINTAINED BY THE INDIVIDUAL HOMEO~NER. NO HOA ~ILL BE ESTABLISHED FOR THIS DEVELOPMENT GMP JOB NO: 15-012 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDIN6 PRECISE LOCATION OF PLANTING AREA. 1st SUBMITTAL: 02-02-16 2nd SUBMITTAL: 04-07-16 FINAL SUBMJTT AL: 04-18-16 11 A S B U I L T 11 RCE __ _ EXP. ___ _ DATE REVIE'wED BY, INSPECTOR DATE 1.tl'i\'!,, 1-----+----------+------------+----+---.-------f-__, I osHE3ET I CITY OF' CARLSBAD I soHEgETs I 1QI~/ PLANNING DIVIS □N m 4010 Surrento Veile:; 8iwt su,te 200 -SJn Dkgi.;, CA 92121 gmpil)ndatch.com T 358 55B 3977 LANDSCAPE IRRIGATION PLAN & CALCS FOR: CARLSBAD LAGOON BEACH HOMES Ll-01 APPROVED 165-75 CHINQUAPIN AVENUE CARLSBAD, CA 92008 APN1 206-080-13 4. -zc.. ~""' 1-----,t----+----------------t-----+---+----t-----1 ~P_L_A_NN_I_N_G _____________ D_A_T_E __ ~ OWN BY: PROJECT NO, I DRAWING NO, ~~~g ~~: --c____M_S_1_5_0_2~. 490-5 L DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PLOT IJA TE: April 14, 2016 NOTE, Fl<Bffl 51,l'fU LINE TO HOUSE ----- MAINLINE TO IRRIGATION SYSTEM TEE FITTING INSTALLED BY PLUMBER---~ VPI.VE MX (IF 6El0~ GRADE) ---~ BALL VALVE, FER LE&END --~ SCH. BO PVC OR BRASS NIPPLE lYP. ~-5CH. BO fYC OR BRAS5 i.l!ION IRRIGATION MAINLINE, l'ER lEISEN!l. ~--MALE ADAPTER TYP fl<B~ ;U'PL Y LINE FROM MITER ~---FRE59JRE REGULA TOR, PER LEGEND ALL Tl1READED GDNNl:GTION5 TO HAVE TER.ON TAPE OR PASTE A ,__P_O_INT_O_F_G_O_NN_EC_T_IO_N _(PR_IV_A_TE_L_O_TS_) ______ _ s,:;ALE, Nl5. E 18-IN MIN. _t ~----------MIER FROOF CONNECTION (I OF 2) .,---------REMOTE CONTROL VALVE, SEE LE6flll)FOR5FEG5 ~--------SCH. BO NIPPLE (I OF 2), UEN&Tl1 AS !<Ea . .,-----------PRE59JRE RE~LATOR, 5EE UE6END FOR 5PECS ~------~-lol-LINE FILTER, SEE UEGEND FOR SPECS ,,-----------BALl VAlVE, SEE LEGEND FOR SFEC,S ~------INSTALL o-lNGH MIN. ABOVE HIGHEST C11TLET ------~ W RADIATION RES~TANT FVC s,:;H 40 f1PE (I OF 2) ~-----FINISH &RADE/TOP OF MILCH ~-----PvC¼H40ELL (IOF2) ~----FVC MAINLINE NOTE ALL Tl1READED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. ANTI-SIPHON VALVE fOR DRIP ZONES 4 5 0TEE 0 TOP OF MULCH 0 PRESSURE-COiv!PENSA TINc,, IN-LINE Elv!ITTER TUBING PER LE&END 0 TIE DOV'IN STAKE 0 FINISH &RADE ==I I l==I I l==I I l==l I l==I I 1==111==11 • =l 11==111=-- -I 11-, I I IJ-111-111-1 II 11 !-1, 1~111-111-, 11~-I I I J-111_111-111';11 NOTE, ~--FINISH GRADE IN TURF AREAS ~--PLASTIC, RECTANGULAR VALVE BOX v-llTH BOLT DOY-IN GOVER, USE STAINLESS BOLT, NUT, AND v-lASHER BOX TO BE PLACED AT Rl&HT AN&LE TO HA!<PSCAPE ED&E. HEAT BRAND "ElV" ONTO LID. 1"-----' ~--lv!AINLINE, DEPTH AS PER SPECS ( 4) BRI Cl< SUPPORTS ~---;;1/4" ROGK, 2 CUBIC, FT. ~-----~LANDSCAPE FABRIC NOTE, BOX TO BE INSTALLED TO ALLOf'l FOR PROPER OPERATION OF BALL VALVE HANDLE. INSTALL AT RIGHT ANGLE TO HA!<PSCAPE EDGE. INSTALL VALVE BOX EXTENSIONS A5 REQUIRED TO ACHIEVl:c PROPER VALVE INSTALLATION AT lv!AINLINE DEPTH. ALL THREADED CONNECTIONS SHALL HAVE TEFLON TAPE OR PASTE W~~ FINISH GRADE Dllv!ENSION A 1/2" TO 2-1/2" IN SIZE 18" 3" IN SIZE 2411 4" AND LARGER SO" B 12" X X C 6" 6" 6" CONTROL f'llRES, SEE SPECS. PRESSURE NAI NL I NE, 5EE SPECIFICATIONS BACl<F ILL SHOULD Bl: PLACED IN 6" LAYERS AND TAlv!PED PER 6EOTECHNICAL ENGINEER RECOMlv!ENDATIONS ON (02-23-12) THE CONTRACTOR iv!AY UTILIZE NATIVE SOILS FOR BACKFILL. BACKFILL SHALL lv!EET THE QUALITY OF MATERIAL AND iv!ETHODS IDENTIFIED IN THE IRRl&ATION SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE f'lRITTEN DOCUiv!ENTATION TO THE CLIENT THAT BACKFILL iv!ATERIALS ARE IN COiv!PLIANCE V'IITH THE IRRl&ATION SFECIFICATION5. F PIPE INSTALLATION, POTABLE SCALE, N.T.S. NOTE, ALL THREADED CONNECTIO TO HAVE TEFLON TAPE OR PASTE. NS F ,-(' ~ ,- ,L F '/ I b ~ FLUSH VALVE(S), PER LEGEND, PLUiv!B TO EXHAUST HEADER EXHAUST HEADER AIR RELIEF VALVE, PER LEGEND, INSTALL AT Hl&HEST POINT ON ZONE DRIP TUBING START CONNECTION SUPPLY HEADER CONTROL ZONE KIT (SEE LE&ENDJ AREA PERliv!ETER DRIP TUBING LATERAL NOT TO EXCEED 200 LINEAR FEET ElETHEEN HEADERS PERllv!ETER LATERALS 2" TO 4" FRO!vl EDGE CENTER FEED 4!1" I. , -,-·_-., ~-.-.. _ 0 0 0 NOTE, 0 0 Mo..NT ENCLOSJRE AS Pl:R MANUFAC TIJRER'S RECOMMENDATION CONTROLLER, SEE UEGEND FOR SFEGIFICATION. 120 VOLT POl'fR fflL Y IN J-llOX, BY 011,ERS RIGID ELECTRICAL GO~UIT TO RAIN SENSoR (IF SPEClflED) IN RIGID CONDUIT LO~ VOLTAGE ~IRE IN RIGID PvC CONDJIT PvG 1:U:GTRICAL 5!'1EEP TO EXTERIOR EIIILDING Mll THl<O~H J-BOX llJILDING FLOOR BY ITTHERS INSTALL ENGL09JRE AS INDICATED PER PLAN I MANWACTURER'S REGOl'ME~ATION. RGIJTE NIRES AND SLEEVE THROU6H MLL TO RECTANGULAR PULL EOX AND TRANSITION TO DIRl¼T llJRY /'ilRE. DIMENSION-PEDESTRIAN A B 3" OR LESS DIA. IB" IB" DIMENSION-VEHICLE A B 6" OR LESS DIA. 36" 24" NOTE, C D IB" 6" C D 36" 6" f---PAVIN& PVC SLEEVES TO BE THICE THE DIAlv!ETER OF THE PIPE OR HIRE BUNDLE CARRIED. EXTEND ALL SLEEVES 12" lv!ININU!vl PAST HARDSCAPE EDGE5 BACKFILL SHOULD BE PLACED IN 6" LAYERS AND TAiv!PED PER GEOTECHNICAL ENGINEER RECONlv!ENDATIONS ON (02-23-12) THE CONTRACTOR HAY UTILIZE NATIVE SOILS FOR BACKFILL BACKFILL SHALL lv!EET THE QUALITY OF lv!ATERIAL AND iv!ETHODS IDENTIFIED IN THE IRRl&ATION SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE f'IRITTEN DOCUlv!ENTATION TO THE CLIENT THAT BACKFILL MATERIALS ARE IN COiv!PLIANCE V'IITH THE IRRIGATION SPECIFICATIONS. SLEEVE INSTALLATION, POTABLE SCALE, N.T.S. NOTE, ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE FASTE. OR " 0 V"' AR I'--' 0 I " (!J " -J lo- -- □Y ~ -.- ~ -.- CONTROL ZONE KIT (SEE LEGEND) DRIP TUBIN& ST ART CONNECTION PVC SUPPLY HEADER DRIP TUEJING, PER LE&END, NOT TO EXCEED 200 LI NEAR FEET BETf'lEEN HEADERS AIR RELIEF VALVE, PER LEGEND, INSTALL AT Hl&HEST POINT ON ZONE AREA PERIMETER FLUSH VAL VE(S), PER LEGEND, PLtJiv!B TO EXHAUST HEADER MULTIPLE BEDS ~----EAVE OF llJI.DING ~---PLASTIC TIE 00~ STAAP ~---MOUNTING BRACKEr ,r-~------------f'IRE TO IRRIGATION WNTROLLER nJ>J~~----------------SECURE NIRE /'ilTHCAELE TIE BRACKET, 3' OJ:.. MIN. @ ~~ ~~ER SENSOR MOUNTED ON EAVE ~----LOV'i VOLTA<S-E f'IIRES, 9 MAXIMUM OUTER CASE OF CONNECTOR STRIP AND Tf'IIST V'<IRES FOR PROPER CONNECTION i'IIRE NUT NOTE, INSPECT, TEST, AND VERIFY PROPER SYSTE!vl GONNEOTION BEFORE INSERTION INTO SEALANT CARTRIDGE. DO NOT RESUSE SEALANT CARTRIDGES. GMP JOB NO: 15-012 C\l C) I LO 1st SUBMITTAL: 02-02-16 2nd SUBMITTAL: 04-07-16 FINAL SUBMITTAL: 04-18-16 11 AS BUIL T 11 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDIN6 PRECISE LOCATION OF PL.ANTIN& AREA. RCE __ _ EXP, ___ _ DATE REV!EwED BY• INSPECTOR DATE oSCAp \erson m Ail!¾¼· I soHE4ET I CITY OF CARLSBAD I soHEgETS I ""' f--------t--+----------------+-----+--i------t--------t PLANN!NG DIVIS □N iE =-A~~---- gmph~ricizBrchs:or,1 r 858 55B 2'977 LANDSCAPE /RR/GA TION DETAILS FOR: CARLSBAD LAGOON BEACH HOMES Ll-02 165-75 CHJNQUAPIN AVENUE CARLSBAD, CA 92008 APN, 206-080-13 f----+--t---------------+-----+-------t---t----J I-AP~P-RO~VE_□__._;-=M'--,'--"-"I'----"4"ll'-'--=E::-::.:..!ll'-""::r'-<-;t"-----'-f-e..:i ·'-I . PLANNING DATE . DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN BY: PROJECT NO. I DRAWING NO, ~~~g ~~: MS 15~02 . 490-51 PLOT DA TE: April 14, 2016 NOTE, EGTIONS ALL THREADED CONN TO HAYE TEFLON TA FE OR □ ~ CONTROL ZONE KIT (SEE LEi;,END) ~------FLUSH VALVE, FER LEGEND, FLUME\ TO EXHAUST HEADER □, __ RVC, rlLTER, FRY ASSEMElL Y (SEE LEi;,END) Gl C) PASTE. p ' I~ PVG SUPPLY HEADER DRIP TUBING START CONNECTION DRIP TUBIN5, FER LEGEND, NOT TO EXCEED 200 LINEAR FEET ElETi"IEEN HEADERS V'-AIR RELIEF VALVE, FER LEi;,END, AR ,~ INSTALL AT HIGHEST POINT ON ZONE ~ AREA PERIMETER PERIMETER LATERALS 2" TO 4" FROM EDi;,E PVG EXHAUST HEADER FLUSH Y ALVE, FER LEi;,END, FLUME\ TO EXHAUST HEADER END FEED ,,,,----EASY FIT COMPRESSION COUPLING, / RAIN BIRD MDGrCOUF EASY FIT 5/4" Jv!ALE COJviPRESSION ADAPTER, RAIN BIRD MDGF1SMPT OR EASY FIT 1/2" MALE GOJvlFRESSION ADAPTER RAIN BIRD MDGFSOMPT LANDSCAFE DRIFLINE TUBING, i<AIN BIRD LANDSGAFE DRIFLINE LD-XX-XX OR RAIN BIRD FURFLE LANDSGAFE DRIPLINE LDP-XX-XX OR 1/2-INCH FOL YETHYLENE PIPE, RAIN BIRD XBS BLACK STRIPE TUBIN5 EASY FIT COMPRESSION COUPLING, RAIN BIRD MDGFCOUP '----.__ EASY FIT 3/4" FEMALE GOMFRESSION ADAPTER, -RAIN BIRD MDGF75FFT OR EASY FIT 1/2" FEMALE COMPRESSION ADAPTER RAIN BIRD MDCFSOFFT EASY FIT COMPRESSION ADAPTERS SCALE, N.T.5. EXHAUST HEADER ~--DRIP TUBINi;, PER LEGEND, NOT TO EXGEED 200 LINEAR FEET ElETf"lEEN HEADERS R:J--,\c-'r------AIR RELIEF VALVE, PER LEi;,END, AREA PERIMETER-~ BLANK TUEllNG HEADER CENTERED ON MOUND OR BERM -~ NOTE, ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. INSTALL AT Hli;,HEST POINT ON ZONE --DRIP TUBING START CONNECTION ~CONTROL ZONE KIT (SEE LEi;,END) M DRIP ZONE LAYOUT -ODD CURVES NOTE, SCALE, N.T.S. ~-HUNTER FLD-AYR -3/4" FEMALE ADAFTOI': LATERAL LINE PER PLAN 1-----VALVE BOX (INSTALL PER SPECS) 5/4" &l':AVEL 5UMF (I CUSIC FOOT) EASY FIT COMPRESSION GOLIFLING, RAIN BIRD MDCFGOUF BRICK SUPPORTS (THREE) ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE .. f I \ R ( I \ BLANK TUBING, LENGTH AS REQUIRED / I f \ " ~ \ I J ~ ~ • I ~-PVC HEADER, PER PLAN MANUAL ISOLATION BALL VALVE FER LEGEND LANDSCAPE DRIPLINE, LEN5TH AND TYPE PER LE5END TREE ROOTBALL ••1---EMISSION POINT (TYP) 10" I AX. J 1~--ESTIMATED DRIPLINE Or MATURE TREE I 'l"~--,L,,'-+-----AIR RELIEF VALVE, PER LEGEND, INSTALL AT HIGHEST POINT --~ -MDFGOUF GOUPLING, (I OF 2) -------------\Lr>----MANUAL LINE FLUSHING VALVE v,i/ GRAVEL ~--TOP Of Ml!LGH :VBTER~AM:AN EMITTER BOX ~--AIR l<ELIEF VI-J.Vc KIT PER LE6EMD FINl5H61<ADE rlNID':£AFE DFtlPLINE 'MllN6 :::}---'---. NOTE, LOGAll: AIR RfLIEF VALVE(SJ AT H~ST POINT(SJ Of ZONE. 1-tilTIPLE AIR Ra.lEF VALVE5 MAY 6E NEGE55ARY. All THREADED CONN!'GTIONS TO HAVE 11:flON TAPE CR PASTE. 3/4-INCH !'¼SHED 6RAVEL, I QIBIG FOOT MIN. AIR RELIEF VALVE KIT IN 611 VALVE BOX SGALE, N.T5. GENERAL GJvlP IRRIGATION NOTES I. 2. 3. 4. 5. 6. ALL LOCAL MUNICIPAL AND STATE LAJl'IS, RULES AND RE6ULATIONS 60VERNIN6 OR RELATING TO ANY PORTION OF THIS Jl'IORK ARE HEREBY INCORPORATED INTO AND MADE A FART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. IN CASE OF CONrLICT BETJl'IEEN THE SPECIFICATIONS, DRAV'IIN6S, AND/OR CODE, THE MORE STRIN6ENT REQUIREMENT SHALL PREVAIL. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTIN0 UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCIN0 Ji'IORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOJl'IN IN THESE FLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETV'IEEN THESE FLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OJl'INER'S REPRESENTATIVE. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL FLANS BEFORE BEGINNING Jl'IORK. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY FERMIT5 REQUIRED TO PERFORM THE Jl'IORK INDICATED HEREIN BEFORE BEGINNING V'IORK. THE MAINLINE AND 5LEEVING 15 DIAGRAMMATIC. ALL PIPING IS FOR DE51GN CLARIFICATION ONLY AND SHALL BE INSTALLED V'IITHIN LIMIT OF V'IORK BOUNDARIE5 AND IN SHRUB PLANTING AREA5 Jl'IHERE P05SIBLE. AVOID ANY CONFLICTS BETJl'IEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURE5. IRRIGATION EQUIPMENT AS SHOJl'IN IS DIAGRAMMATIC. INSTALL ALL THE IRRl6ATION REMOTE CONTROL VALVES, QUICK COUPLERS, MASTER VALVES, FLOV'I SENSORS, BACKFLOJl'IS, AIR/VACUUM DEVICES, BALL VALVES, AND ANCILLARY EQUIPMENT, IN SHRUB PLANTING AREAS V'IHEN rEASIBLE OR AS APPROVED BY OV'INER'S REPRESENTATIVE AND THE LANDSCAPE IRRIGATION DESIGNER. ElEGTlilG ANTI-SIPHON GONmll V Al VI' l ~N. 6' ABOVE Hl6HE5T G1JTLET NG :GH. llO NIPPLE Ull6TH K,-0<Rfss~.-~1 (I OF 2) EASY FIT COMPRESSION ELElOV'lc RAIN BIRD MDCFEL EASY FIT COMPRESSION TEE, RAIN BIRD MDCFTEE LANDSCAPE DRIPLINE TUBIN<&, i<AIN BIRD LAND5GAPE DRIPLINE LD-XX-XX OR RAIN BIRD PURPLE LANDSCAPE DRIPLINE LDP-XX-XX OR 1/2-INGH FOL '(ETHYLENE FIFE, RAIN BIRD XB5 BLACK STRIPE TUBING EASY FIT COMPRESSION COUPLING, RAIN BIRD MDCFGOUP EASY FIT COMPRESSION FLUSH GAF, RAIN BIRD MDCFGAP Q EASY FIT COMPRESSION FITTINGS SCALE, N.T.S. CD MODEL PCB BUBBLER (I) FINISH GRADE SWING JOINT: (J) HUNTER 'PRO-FLEX' TUBING 24"-36", HSBE-050 ELBOWS (2), & 2 }--~~Mf:' MAR LEX STREET ELBOW ( 1) CD LATERAL TEE OR ELL G) @ LATERAL PIPE \ 4 IJb:rrCkmf IRRIGATION DETAIL s PCB BUBBLER f'ATERFlWOF l'll<E GON1EGTOR5 (2 TYi') / 30" ~IRE LOOP /FINIS!l GRADE 11111 1111 l 1111 11111 - 12" MINIMM _j 1. DO NOT V'IILLFULL Y INSTALL ANY EQUIPMENT AS SHOV'IN ON THE FLANS V'IHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOV'IN CONDITIONS EXIST THAT V'IERE NOT EVIDENT AT THE TIME THESE FLANS V'IERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OV'INER'S REPRESENTATIVE PRIOR TO ANY V'IORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OJAINER 8. INSTALL ALL EQUIPMENT AS SHOJAIN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY V'IITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. PVC LAll:RAL LINE PIPING _J V PVC FRE:iSU~E MAIN SxT SCH. 40 FITTIN65 10. II. ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIG CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OV'INER'S AUTHORIZED REPRESENTATIVE. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOV'l DEMAND SHOJAIN ON THE IRRIGATION DRAV'IINGS AT EACH POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERlrY V'IATER PRESSURE VIA DIRECT FIELD MEASUREMENT PRIOR TO CONSTRUCTION. REPORT ANY DIFFER.ENGE BETV'IEEN THE V'IATER PRESSURE INDICATED ON THE DRAV'IIN&S AND THE ACTUAL PRESSURE READING AT THE IRRl&ATION POINT OF CONNECTION TO THE OJAINER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRl&ATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS, AND COSTS ASSOCIATED Ji'IITH SAID REVISIONS. N?TE, All THREADED CONNECTIONS TO H'.VE TEFLON TAFI: OIi PASTE. INSTALL VALVE AND RISERS PERFENDICIILAR TO FINl5tlED 6AA[)E GMP JOB NO: 15-012 APPROVED FOR IRRIGATION AND PLANTIN6 ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. I LO 1st SUBMITTAL: 02-02-16 2nd SUBMITTAL: 04-07-16 FINAL SUBMITTAL: 04-18-16 RCE ___ EXP. ___ _ DATE REVIEwED BY 1 INSPECTOR DATE SHOULD FIELD CONDITIONS REQUIRE PIPE INSTALLATION OTHER THAN THAT SHOf'iN ON FLANS, THE CONTRACTOR SHALL LIMIT EXCESS FLOJAI AND SIZE ALL PIPE NOT TO EXCEED A VELOCITY OF 5 FEET PER SEGOND (FPS) IN PVC PIPE AND CAST IRON PIPE. FLOV'l THROUGH ANCILLARY EQUIPHENT, STEEL AND COPPER PIPE SHALL NOT EXCEED A VELOCITY OF 1 ½ FPS. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OV'INER OSCAp I soHE5ET I CITY OF CARLSBAD I soH[g[Ts I l----l----+----------------1-----+---+---+----I PLANNING DIVIS □N l----l----+----------------1------+---+---+----I 12. 13. ELECTRICAL POJl'IER SOURCE FOR THE IRRIGATION CONTROLLER SHALL BE PROVIDED UNDER THE ELECTRICAL SECTION Of THE SPECIFICATIONS. IT SHALL BE THE RESPONSIBILITY Of THE IRRIGATION CONTRACTOR TO COORDINATE ELECTRICAL SERVICE Jl'IITH THE GENERAL CONTRACTOR AND SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER ALL CHECK VALVES SHALL BE INSTALLED SO AS TO PREVENT LOV'l HEAD DRAINAGE. \. terso11 '-' £ i"' -o C') ...J .., -, m S2n Diego, C'\ 92'i21 empli.'.li'"1d<'$l:'t:!1.com 1858 55$ 8977 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE IRRIGATION DET,S & NOTES FOR CARLSBAD LAGOON BEACH HOMES Ll-03 I APPROVED PLANNING OWN BY: CHKD BY: RVWD BY: 165-75 CHINQUAPIN AVENUE CARLSBAD, CA 92008 APN, 206-080-13 1idi 4-tl!'C'q\- PROJECT NO. MS 15-02 '-l-t.e:i, t1 DATE DRAWING NO 490-51 PLOT DA TE: April 14, 2016 IRRIGATION SPECIFICATIONS SECTION 02811 LANDSCAPE IRRltSATION PART I -GENERAL 1.01 SUMMARY A IT IS THE INTENT OF THE SPECIFICATIONS AND DRAV'llNGS THAT THE FINISHED SYSTEM IS COMPLETE IN EVERY RESPECT AND SHALL BE READY FOR OPERATION SATISFACTORY TO THE OV'lNER B. THE V10RK SHALL INGWDE ALL MATERIALS, LABOR, SERVICES, TRANSPORTATION, AND EQUIPMENT NECESSARY TO PERFORM THE 1'10RK AS INDICATED ON THE DRAV'llN<SS, IN THESE SPECIFICATION, AND AS NECESSARY TO COMPLETE THE CONTRACT. 1.02 CONSTRUCTION DRAV'llNGS A. DUE: TO THE SCALE OF THE DRAV11N5S, IT IS NOT POSSIBLE TO INDIGATE ALL OFFSETS, FITTIN55, SLEEVES, ETG. l"!HICH MAY BE REQUIRED. THE GONTRAGTOR SHALL CAREFULLY INVESTIGATE THE STRIXTURAL AND FINISHED CONDITIONS AFFEGTING ALL OF HIS Y'!ORK AND PLAN HIS V10RK ACCORDIN6LY, FURNISHIN6 SUCH FITTIN6S, ETC. AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. DRAV-.INGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE V'lORK TO BE INSTALLED. THE Y'!ORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID GONFLICTS BETV'lEEN IRRIGATION SYSTEMS, PLANTING, AND ARCHITECTURAL FEA11JRES. B. ALL Y'!ORK CALLED FOR ON THE DRAY'!IN&S BY NOTES OR DETAI L5 5HALL BE FURNI 5HED AND INSTALLED Jl'iHETHER OR NOT SPECIFIGALL Y MENTIONED IN THE SPECIFIGATIONS. Jl'iHEN AN ITEM IS SHOY'!N ON THE PLANS BUT NOT SHOJ/'lN ON THE SPEGIFIGATIONS OR VIGE VERSA, IT SHALL BE DEEt,,IED TO BE AS SHOJl'iN ON BOTH. THE LANDSCAPE ARGHITEGT SHALL HAVE FINAL AUTHORITY FOR CLARIFIGATION. G. THE CONTRACTOR SHALL NOT f"<ILLFULLY INSTALL THE IRRl&ATION SYSTEM AS SHOV-.N ON THE DRAV'llNGS l"IHEN IT IS OBVIOUS IN THI: FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR Dl5CREPANCIES IN AREA DIMENSIONS EXIST THAT Hl6HT NOT HAVE BEEN CONSIDERED IN EN&INEERING. SUCH OBSTRIXTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT A5 SOON A5 DETECTED. IN THE EVENT THIS NOTIFICATION 15 NOT PERFORMED. THE IRRl&ATION GONTRACTOR SHALL ASSUNE FULL RESPONSIBILITY FOR ANY REVISION NECESSARY. 1.03 QUALITY ASSURANCE A. PROVIDE AT LEAST ONE ENGLISH SPEAKING, PERSON V1HO SHALL BE PRESENT AT ALL TIMES DURIN6 EXECUTION OF THIS PORTION OF THE l"IORK AND l"IHO SHALL BE THOROUGHLY FAMILIAR l"IITH THE TYPE OF MATERIALS BEIN& INSTALLED AND THE MANUFACTURER'S RECOMMENDED METHODS OF IN5TALLATION AND V'lHO 5HALL DIRECT ALL l"IORK PERFORMED UNDER THl5 5EGTION. B. MANUFACTURER'S DIRECTIONS AND DETAILED DRAV1IN6S SHALL BE FOLLOV1ED IN ALL CASES l"IHERE THE t,,IANUFACTLIRER OF ARTICLES USED IN THIS CONTRACT FURNISH DIRECTIONS COVERIN6 POINTS NOT SHOJl'iN IN THE DRAJl'ilNGS AND SPECIFIGATION5. G. D. E. 1.04 2. 3. 4. B. I. 2. 3. I.OS A. B. C. D. E. ALL LOGAL, t,,iUNICIPAL AND STATE LAV'lS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS l"IORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS, AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRAGTOR. ANYTHIN6 CONTAINED IN THESE SPECIFICATIONS SHALL NOT BE CONSTRUED TO CONFLICT V'llTH ANY OP THE ABOVE RULES AND REGULATIONS OF THE SAME. HOV-.EVER, V-.HEN THESE SPECIFICATIONS AND DRAJl'ilNGS GALL FOR OR DESCRIBE HATERIALS, Jl'iORKMANSHIF, OR CONSTRUCTION OF A BETTER QUALITY, Hl&HER STANDARD, OR LAR&ER SIZE THAN IS REQUIRED BY THE ABOVE RULES AND RE&ULATIONS, THE PROVISIONS OF THE:SE SPEGIFICATIONS AND DRAl"llN<SS SHALL TAKE PRECEDENGE. ALL MATERIALS SUPPLIED FOR THIS PROJECT SHALL BE NEV-. AND FREE FROM ANY DEFECTS. ALL DEFECTIVE MATERIALS SHALL BE REPLACED IMMEDIATELY AT NO ADDITIONAL COST TO OJl'iNER THE CONTRACTOR SHALL SECURE THE REQUIRED LICENSES AND PERHITS INCLUDIN& PAYMENTS OF CHAR&ES AND FEES, GIVE REQUIRED NOTIGES TO PUBLIC AUTHORITIE5, VERIFY PERMITS SECURED OR ARRAN&EHENTS MADE BY OTHERS AFFECTING THE V10RK OF THIS SECTION. SUBNITTALS MATERIALS LIST, AFTER AV1ARD OF CONTRACT AND BEFORE ANY IRRIGATION SYSTEM NATERIALS ARE DELIVERED TO THE JOB SITE, SUBMIT TO THE OV1NER A COMPLETE LIST OF ALL IRRl6ATION SYSTEMS, MATERIALS, OR PROCESSES PROPOSED TO BE FURNISHED AND INSTALLED AS PART OF THIS CONTRACT. SHOJl'i MANUFACTURER'S NAME AND CATALOG NUMBER FOR EACH ITEM, FURNISH COMPLETE CATAL06 CUTS AND TECHNICAL DATA, FURNISH THE MANUFACTURER'S RECOMMENDATIONS AS TO THE t,,IETHOD Of INSTALLATION. NO SUBSTl11JTIONS V-.ILL BE ALLOJl'iED V11THOUT PRIOR V1RITTEN AGCEFTANCE BY THE LANDSCAPE ARCHITECT OR OV1NER'S AUTHORIZED REPRESENTATIVE. HANUFACTl.!RER'5 V'lARRANTIE5 5HALL NOT RELIEVE THE CONTRACTOR OF Hl5 LIABILITY UNDER THE 6UARANTEE. SUCH V-.ARRANTIES SHALL ONLY SUPPLEHENT THE &UARANTEE. SUBSTITUTIONS IF THE IRRl6ATION CONTRACTOR V-.ISHES TO SUBSTITUTE ANY EQUIPMENT OR HATERIALS FOR THOSE EOUIPHENT OR MATERIAL5 Ll5TED ON TI-E IRRIGATION DRAV11NGS AND SPECIFICATION5 Hf: MAY DO SO BY PROVIDIN0 THE FOLLOV'llN6 INFORMATION TO THE LANDSCAPE ARCHITECT OR OV1NER5 AUTHORIZED REPRESENTATIVE AND CITY INSPECTOR FOR APPROVAL. PROVIDE A Y'!RITTEN STATEMENT INDIGATIN<S THE REASON FOR HAKIN6 THE SUBSTITUTION. PROVIDE CATALO& CUT SHEETS, TEGHNICAL DATA, AND PERFORMANCE INPORHATION FOR EACH SUBS Tl TUTE ITEH. PROVIDE IN Jl'iRITIN6 THE DIFFERENCE IN INSTALLED PRICE IF THE ITEM IS ACCEPTED. EXISTIN6 CONDITIONS THE GONTRACTOR SHALL VERIFY AND BE FAMILIAR l"IITH THE LOGATIONS, SIZE AND DETAIL OF FOINT5 OF CONNECTION PROVIDED AS THE SOURGE OF V'lA TER, ELECTRICAL SUPPLY, AND ANY TELEPHONE LINE CONNECTION TO THE IRRIGATION SYSTEM. IRRIGATION DESIGN IS BASED ON THE AVAILABLE STATIC V'lATER PRES:,.JRE SHOJl'iN ON THE DRAl"IIN0S. CONTRACTOR SHALL VERIFY STATIC V'lATER ON THE PROJECT PRIOR TO THE START OF CONSTRUCTION. SHOULD A DISGREPANCY EXIST, NOTIFY THE LANDSCAPE ARCHITECT AND OV-.NER'S AUTHORIZED REPRESENTATIVE PRIOR TO BEGINNING GONSTRUCTION. PRIOR TO CUTTIN6> INTO THE SOIL, THE CONTRACTOR SHALL LOCATE ALL CABLES, CONDUITS, ;;iEV1ER ;;iEPTIC TANK5, AND OTHER UTILITIE5 A5 ARE COMMONLY ENCOUNTERED UNDERGROUND AND HE SHALL TAKE PROPER PRECAUTIONS NOT TO DAMAGE OR DISTURB SUCH IMPROVEMENTS. IF A CONFLICT EXISTS BETV-.EEN THE SUCH OBSTACLES AND THE PROPOSED Jl'iORK, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT AND OV1NER V'lHO Jl'ilLL ARRANGE FOR RELOCATIONS. THE CONTRACTOR V11LL PROGEED IN THE SAt,,iE MANNER IF A ROCK LAYER OR ANY OTHER 5UGH CONDI TION5 ARE ENCOUNTERED. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FEATURES TO REHAIN ON AND ADJACENT TO THE PROJECT SITE DURIN6 CONSTRUCTION. CONTRACTOR SHALL REPAIR, AT HIS OJl'iN COST, ALL DAMA0E RESULTIN0 FROt,,i HIS OPERATIONS OR NE0LIGENGE. THE IRRl6ATION CONTRACTOR SHALL COORDINATE V'llTH THE 6ENERAL CONTRACTOR FOR INSTALLATION OF REQUIRED SLEEVING, AS SHOJl'iN ON THE PLANS. 1.06 INSPECTIONS A THE CONTRACTOR SHALL PERHIT THE LANDSCAPE ARCHITECT, OV1NER'S AUTHORIZED REPRESENTATIVE AND CITY IN5FEGTOR TO VISIT AND INSPECT AT ALL TIMES ANY PART OF THE V10RK AND SHALL PROVIDE SAFE ACCESS FOR SUCH VISITS. B. Jl'iHERE THE SPECIFICATIONS REQUIRE Jl'iORK TO BE TESTED BY THE CONTRACTOR, IT SHALL NOT BE COVERED OVER UNTIL ACCEPTED BY THE LANDSCAPE ARCHITECT, OV1NER'S AUTHORIZED REPRESENTATIVE, AND/OR <SOVERNIN6 A6>ENCIES. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR NOTIFYIN6 THE LANDSCAPE ARCHITECT, OJl'iNER, AND 60VERNING AGENCIES, A t,,IINIHUH OF 48 HOURS IN ADVANCE, l"IHERE AND Jl'iHEN THE V-.ORK IS READY FOR TESTIN6. SHOULD ANY Jl'iORK BE COVERED i'IITHOUT TESTING OR ACCEPTANCE, IT SHALL BE, IF SO ORDERED, UNCOVERED AT THE CONTRACTOR'S EXPENSE. C. INSPECTIONS V11LL BE REQUIRED FOR THE FOLLOJl'ilNG AT A MINIMUM, I. SYSTEH LAYOUT 2. PRESSURE TEST OF IRRl6ATION MAIN LINE (FOUR HOURS AT 125 PSI OR 120% OF STATIC J/'lATER PRESSURE, V'lHICH EVER IS GREATER) APPROVAL REQUIRED BY CITY INSPECTOR. 3. COVERA&E TEST OF IRRIGATION SYSTEH (APPROVAL REQUIRED BY CITY INSPECTOR). 4. FINAL INSPECTION PRIOR TO START OF MAINTENANCE PERIOD 5. FINAL ACGEPTANCE D. SITE OBSERVATIONS AND TESTING V-.ILL NOT COMMENCE l"IITHOUT THE RECORD DRAJl'ilN6S AS PREPARED BY THE IRRIGATION CONTRACTOR. REGORD DRAl'IIN6S MUST COMPLETE AND UP TO DATE FOR EACH SITE VISIT. E. Jl'iORK V'lHICH FAILS TESTIN6 AND IS NOT ACCEPTED V11LL BE RETESTED. HOURLY RA TES AND EXPENSES OF THE LAND5CAPE ARCHITECT, OV1NER'5 AUTHORIZED REPRESENTATIVE, AND GOVERNIN& AGENGIE5 FOR REINSPECTION OR RETESTIN6 V1ILL BE PAID BY THE IRRl6ATION CONTRACTOR AT NO ADDITIONAL EXPENSE TO Ol"INER. 1.01 STORA6E AND HANDLIN& A. USE ALL MEANS NECESSARY TO PROTECT IRRl6ATION SYSTEM MATERIALS BEFORE, DURING, AND AFTER INSTALLATION AND TO PROTECT THE INSTALLATION V'lORK AND MATERIALS OF ALL OTHER TRADES. IN THE EVENT OF DAHAGE, lt,,IMEDIATELY t,,!AKE ALL REPAIRS AND REPLACEHENTS NECESSARY TO THE AGCEFTANCE OF THE LANDSCAPE ARCHITECT AND Ol"INER AND AT NO ADDITIONAL COST TO THE Ol"INER. B. EXERCISE GARE IN HANDLING, LOADIN&, UNLOADING, AND STORING PLASTIC PIPE AND FITTIN&S UNDER COVER UNTIL READY TO INSTALL. TRANSPORT PLASTIC PIPE ONLY ON A VEHICLE Jl'ilTH A BED LONG ENOUGH TO ALLOV1 THE PIPE TO LAY FLAT TO AVOID UNDUE BENDIN6 AND CONGENTRATI:D EXTERNAL LOAD. l.08 CLEANUP AND DISP05AL A. DISPOSE OF i'IASTE, TRASH, AND DEBRIS IN ACCORDANCE V-.ITH APPLICABLE LAV'lS AND ORDINANCES AND AS PRESCRIBED BY AUTHORITIES HAVIN6 JURISDICTION. BURY NO SUCH V'lASTE HATERIAL AND DEBRIS ON THE SITE. BURNING OF TRASH AND DEBRIS V-.ILL NOT BE PERMITTED. THE GONTRACTOR SHALL REMOVE AND Dl5FOSE OF RUE3BISH AND DEE3Rl5 6ENERATED 6Y H15 l"IORK AND V10RKt,,IEN AT FREQUENT INTERVALS OR r'IHEN ORDERED TO DO SO BY THE OV1NER'S AUTHORIZED REPRESENTATIVE. B. AT THE Tlt,,IE OF COMPLETION THE ENTIRE SITE !'sill BE GLEARED OF TOOLS, EaUIPHENT, RUBBISH AND DEBRIS Jl'iHICH SHALL BE DISPOSED OF OFF-SITE IN A LEGAL Dl5F05AL AREA. A. B. C. A. B. C. D. A B. C. D. E. F. 6. 2. TURNOVER ITEMS RECORD DRAV11NGS, I. RECORD ACCURATELY ON ONE SET OF CONTRACT DRAV1IN6S ALL CHANGES IN THE V'lORK CONSTITUTIN6 DEPARTURES FROH THE ORl61NAL CONTRAGT DRAV'llN6S. 2. THE CHANGE5 AND DIHENSIONS SHALL BE RECORDED IN A LEGIBLE AND V'lORKMANLIKE MANNER TO THE SATISFAGTION OF THE CITY. PRIOR TO FINAL INSPECTION OF V10RK, SUBHIT RECORD DRAV-.INGS ro THE LANDSCAPE ARCHITECT OR OJl'iNER'S AUTHORIZED REPRESENTATIVE. 3. DIMENSIONS FROM/TO PERHANENT FOINT5 OF REFERENCE SUGH AS BUILDINGS, SIDEMLKS, CURBS, ETC. SHALL BE SHOJl'iN. DATA ON RECORD DRAJl'ilNGS SHALL BE RECORDED ON A DAY TO DAY BASIS AS THE PROJECT IS BEING INSTALLED. ALL LETTERIN6 ON DRAv-.lNGS SHALL BE MINIMUM 1/8 INCH IN SIZE. 4. FINAL AS-BUILT PLANS SHALL BE: DRAFTED GLEARLY TO THE SATISFACTION OF THE GITY AND THE FINAL FLANS Sr!ALL BE SUBMITTED TO THE CITY FOR THEIR KEEPIN&. THE FINAL AS-BUIL TS V'llLL BE REQUIRED TO BE REVIEJl'iED AND APPROVED BY THE CITY AND FINAL PLANS l"IILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIE5. 5. SHOJl'i LOGATIONS AND DEPTHS OF THE FOLLOV1ING ITEMS SA POINT OF GONNECTION (INCLUDIN<S V'lATER METERS, BACKFLOl'I PREVENTERS, MASTER CONTROL VALVES, ETC.) 5.B. ROUTIN6 OF SPRINKLER PRESSURE LINES (DIMENSIONS SHOY'lN AT A HAXIHUH OF 100 FEET ALON& ROUTIN6) 5.C. GATE VALVES 50. AUTOMATIC REMOTE CONTROL VALVES AND ISOLATION BALL VALVES 5.E. QUIGK GOUPLIN6 VALVES AND ISOLATION BALL VALVES 5.F. ROUTING OF GONTROL Jl'ilRES 56. IRRIGATION GONTROLLERS 5.H. RELATED EOIJIPMENT (AS MAY BE DIRECTED) 6. MAINTAIN REGORD DRAY'!IN6S ON SITE AT ALL TIMES. UPON GOMFLETION OF V'lORK, TRANSFER ALL AS-BUILT INFORMATION AND DIHENSIONS TO REPRODUCIBLE SEPIA PRINTS. CONTROLLER CHARTS, I. RECORD DRAV'llN&S MUST ElE APPROVED 6Y LANDSCAPE ARCHITECT AND/OR OY'!NER'S AUTHORIZED REPRESENTATIVE BEFORE CHARTS ARE PREPARED. 2. PROVIDE ONE CONTROLLER GHART FOR EACH AUTOHATIG GONTROLLER. CHART 5HALL SHOl's THE AREA COVERED BY THE PARTICULAR CONTROLLER. 3. THE CHART IS TO BE A REDUCED COPY OF THE ACTUAL "RECORD" DRAl'IIN6. IN THE EVENT THE CONTROLLER SEQUENCE IS NOT LE&IBLE l"IHEN THE DRAl'IIN6 IS REDUCED, IT SHALL BE ENLARGED TO A READABLE SIZE. 4. Jl'iHEN GOMPLETED AND APPROVED, THE GHART SHALL BE HERMETICALLY SEALED BETV-.EEN TV'lO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUH 20 MILS IN THICKNE5S. OPERATION AND MAINTENANCE MANUALS, I. Tl"IO INDIVIDUALLY SOUND COPIES OF OPERATION AND MAINTENANCE MANUALS SHALL E\E DELIVERED TO THE LANDSCAPE ARCHITECT OR OV1NER'S AUTHORIZED REPRESENTATIVE AT LEAST 10 CALENDAR DAYS PRIOR TO FINAL INSPECTION. THE MANUALS SHALL DESCRIBE THE MATERIAL INSTALLED AND THE PROPER OPERATION OF THE SYSTEM. 2. EACH COMPLETE, BOUND HANUAL SHALL INCLUDE THE FOLLO~IN6 INFORMATION, INDEX SHEET STATIN6' CONTRACTOR'S ADDRESS AND TELEPHONE NUHElER, DURATION OF GUARANTEE PERIOD, LIST OF EQUIFHENT INCLUDING NAMES AND ADDRESSES OF LOCAL MANUFACTURER REPRESENTATIVES. OPERATIN6' AND HAINTENANCE INSTRUCTIONS FOR ALL EQUIPMENT. SPARE PARTS LISTS AND RELATED MANUFACTURER INFORHATION FOR ALL EQUIPMENT. EQUIPMENT, I. SUPPLY AS A PART OF THIS CONTRACT THE FOLLOY'!IN6 ITEMS, TV'lO (2) V1RENCHES FOR DISASSEMBLY AND ADJUSTMENT OF EACH TYPE OF SPRINKLER HEAD USED IN THE IRRl6ATION SYSTEH. THREE 30-INGH SPRINKLER KEYS FOR MANUAL OPERATION OF CONTROL VALVES. TV'lO KEYS FOR EACH AUTOMATIC CONTROLLER. FIVE QUICK COUPLER KEYS l"IITH A BRONZE HOSE THREAD qo DEGREE SV'llVEL ATTACHMENT AND FIVE COUPLER LID KEYS. FIVE VALVE BOX COVER KEY OR Jl'iRENCH. ONE 5-FOOT TEE V'lRENCH FOR OPERATING GATE VALVES 3 INCHES OR LARGER (IF USED). SIX EXTRA SPRINKLER HEADS OF EAGH SIZE AND TYPE PER IRRl&ATION P.O.G. THE ABOVE EQUIPMENT SHALL BE TURNED OVER TO OJl'iNER'S AUTHORIZED REPRESENTATIVE AT THE FINAL INSPECTION. ~ 1.10 COMPLETION A. AT THE: Tlt,,IE OF THE PRE-MAINTENANCE Pl:RIOD INSPECTION, THE LANDSCAPE ARCHITEGT, Ol"INER'S AUTHORIZED REPRESENTATIVE, AND GOVERNIN6 AGENGIES i'IILL INSPECT THE V'lORK, AND IF NOT ACCEPTED, V1ILL PREPARE A LIST OF ITEMS TO BE COHPLETED BY THE CONTRACTOR. AT THE TIHE OF THE POST-t,,IAINTENANCE PERIOD OR FINAL INSPECTION THE Jl'iORK V-.ILL BE REINSPECTED AND FINAL ACCEPTANCE V-.ILL BE IN l"IRITIN6 BY THE LANDSCAPE ARCHITECT, OY'!NER'S AUTHORIZED REPRESENTATIVE, AND GOVERNING AGENCIES. B. THE OV-.NER'S AUTHORIZED REPRESENTATIVE SHALL HAVE FINAL AUTHORITY ON ALL PORTIONS OF THE i'IORK. C. AFTER THE SYSTEM HAS BEEN GOJvlPLETED, THE CONTRACTOR SHALL INSTRUCT OV'lNERS AUTHORIZED REPRESENTATIVE IN THE OPERATION AND MAINTENANGE OF THE IRRl6'ATION SYSTEM AND SHALL FURNl5H A COMPLETE 5ET OF OPERATING AND MAINTENANCE IN5TRUCTION5. D. ANY SETTLIN6 OF TRENCHES Jl'iHIGH MAY OGCUR DURIN0 THE ONE-YEAR PERIOD FOLLOl"IING ACCEPTANCE SHALL BE REPAIRED TO THE OV1NER'S SATISFAGTION BY THE GONTRACTOR V-.ITHOUT ANY ADDITIONAL EXPENSE TO THE OV'INER. REPAIRS SHALL INCLUDE THE COMPLETE RESTORATION OF ALL DAMAGE TO PLANTIN6, PAVING OR OTHER IMPROVEMENTS OF ANY KIND AS A RESULT OF THE Y'!ORK. I.II 6UARANTEE A. THE ENTIRE SPRINKLER SYSTEN, INGLUDING ALL V'lORK DONE UNDER THIS CONTRACT, SHALL BE UNCONDITIONALLY 0UARANTEED AGAINST ALL DEFECTS AND FAULT OF MATERIAL AND Jl'iORKMANSHIP, INCLUDIN6 SETTLING OF BACK FIELD AREAS BELOV-. <:,RADE, FOR A PERIOD OF ONE (I) YEAR FOLLOJl'ilN6 THE FILING OF THE NOTICE OF COHPLETION. SHOULD ANY PROBLEM Jl'ilTH THE IRRl6ATION SYSTEM BE DISCOVERED i'IITHIN THE 6UARANTEE PERIOD, IT SHALL BE CORRECTED BY THE CONTMCTOR AT NO ADDITIONAL EXPENSE TO OV'lNER V'llTHIN TEN (10) CALENDAR DAYS OF RECEIPT OF V1RITTEN NOTICE FROM Ol"INER. Jl'iHEN THE NATURE OF THE REPAIRS AS DETERMINED BY THE OV-.NER CONSTITUTE AN EMER6ENCY (I.E. BROKEN PRESSURE LINE) THE OJl'iNER MAY PROCEED TO MAKE REPAIRS AT THE CONTRACTOR'S EXPENSE. ANY AND ALL DAHAoES TO EXISTING IMPROVEHENT RE:,.JLTINS EITHER FROM FAULTY MATERIALS OR V'lORKMANSHIP, OR FROM THE NECESSARY REPAIRS TO CORRECT SAME, SHALL BE REPAIRED TO THE SATISFACTION OF THE OJl'iNER 6Y THE CONTRACTOR, ALL AT NO ADDITIONAL C05T TO THE OV'lNER. B. GUARANTEE SHALL BE SUBMITTED ON GONTRACTORS OV1N LETTERHEAD AS FOLLOffi GUARANTEE FOR SPRINKLER IRRl6ATION SYSTEM V1E HEREBY GUARANTEE THAT THE SPRINKLER IRRl6ATION SYSTEM V'IE HAVE FURNISHED AND INSTALLED IS FREE FROM DEFEGTS IN MATERIALS AND Jl'iORKMANSHIP, AND THE r'IORK HAS BEEN COMPLETED IN ACCORDANCE V11TH THE DRAr'IING5 AND SPECIFICATIONS, ORDINARY Jl'iEAR AND TEAR AND UNUSUAL ABUSE, OR NE6LECT EXCEPTED. f"<E AGREE TO REPAIR OR REPLACE ANY DEFECTIVE MATERIAL DURIN0 THE PERIOD OF ONE YEAR FROH DATE OF FILIN6 OF THE NOTICE OP GOMPLETION AND ALSO TO REPAIR OR REPLACE ANY DAMAG>E RESULTING FROM THE REPAIRIN6 OR REPLAGIN6' Of SUGH DEFEGTS AT NO ADDITIONAL GO;',T TO THE Ol"INER Y'!E 5HALL HAKE SUCH REPAIRS OR REPLACEMENTS i'IITHIN 10 CALENDAR DAYS FOLLOJl'ilN6 v'IRITTEN NOTIFICATION BY THE OV-.NER. IN THE EVENT OF OUR FAILURE TO MAKE SUCH REPAIRS OR REPLACEMENTS V'llTHIN THE TIHE ·SPECIFIED AFTER RECEIPT OF V'JRITTEN NOTICE FROM OV'lNER, V'lE AUTHORIZE THE OV1NER TO PROCEED TO HAVE SAID REPAIRS OR REPLACEMENTS MADE AT OUR EXPENSE AND V-.E f"<ILL PAY THE COSTS AND CHARGES THEREFORE UPON DEHAND. Sl&NED, DATE PROJECT NAME, PROJECT LOGATION, CONTRACTOR NAME, ADDRESS, TELEPHONE, PART II -MATERIALS 2.01 SUMMARY USE ONLY NEl'I MATERIAL5 OF THE MANUFACTURER, SIZE AND TYPE SHOY'!N ON THE DRAV1INGS AND SPECIFICATIONS. HATERIALS OR EQUIPMENT INSTALLED OR FURNISHED THAT DO NOT MEET LANDSCAPE ARCHITEGT'S, OJl'iNER'S, OR GOVERNIN6 A&ENGIES STANDARDS V'llLL 6E REJECTED AND SHALL BE REMOVED FROM THE SITE AT NO EXPENSE TO THE OV-.NER. 2.02 PIPE A. PRESSURE SUPPLY LINE FROt,,I POINT OF CONNECTION THROUGH BACKFLOl"I PREVENTION UNIT SHALL BE TYPE K "HARD" GOPPER PIPE OR BRASS NIPPLES (LEN&TH AS REQUIRED). B. PRESSURE SUPPLY LINES 2 INCHES IN DIAMETER AND UP TO 2.5 INCHE5 IN DIAMETER DOV1NSTREAM OF BACKFLOV1 PREVENTION UNIT SHALL BE CLASS 315 SOL VENT Jl'iELD PVC. FIPIN6 SHALL CONFORH TO ASTM D2241. C. PRESSURE SUPPLY LINES 3 INCHES IN DIAMETER AND UP TO 8 INCHES IN DIAMETER DOV1NSTREAM OF BACKFLOV'l PREVENTION UNIT SHALL BE CLASS 200 GASKET JOINT PVC. PIPING SHALL CONFORH TO ASTM D224I. D. PRESSURE SUPPLY LINES 1.5 INCHES IN DIAMETER AND SMALLER OF THE BAGKFLOV'l PREVENTION UNIT SHALL BE SCHEDULE 40 SOLVENT V1ELD PVC CONFORHIN6 TO ASTM 01185. E. NON-PRESSURE LINES .15 INCHES IN DIAMETER AND LARGER DOV1NSTREAN OF THE REHOTE GONTROL VALVE SHALL BE SCH. 40 PVC. F. ALL SPECIALIZED PIPING SHALL BE AS INDICATED ON THE DRAV1IN6 LEGEND OR DETAILS. 2.03 HETAL PIPE AND FITTINSS A. BRASS PIPE SHALL BE 85 PERCENT RED BRASS, ANSI, IFS STANDARD 125 FOUNDS, SCHEDULE 40 SCREl"IED Pl PE. B. BRASS FITTINGS SHALL BE JvlEDIUM BRASS, SCREV-.ED 125-POUND GLASS C. COPPER PIPE SHALL BE "HARD" TYPE KOR AS NOTED ON THE DRAV11N6 LE<SEND OR DETAILS. D. COPPER FITTIN6S SHALL BE SOLDERED TYPE. 2.04 PLASTIC PIPE AND rlTTIN&S A. PIPE SHALL BE MARKED CONTINUOUSLY V11TH MANUFAC11JRER'S NAME, NOHINAL PIPE SIZE, SCHEDULE OR CLASS, PVC TYPE AND GRADE, NATIONAL SANITATION FOUNDATION APPROVAL, COHt,,IERCIAL STANDARDS DESIGNATION AND DATE OF EXTRUSION. , 13. ALL PLASTIC PIPE SHALL BE EXTRUDED OF AN IMPROVED PVC VIR61N PIPE COMPOUND IN ACCORDANCE V'llTH ASTM D2241 OR ASTM Dl184. C. ALL PVC FITTIN6S SHALL BE STANDARD V1El6HT SCHEDULE 40 AND SHALL BE INJECTION HOLDED OF AN IMPROVED VIRSIN PVG FITTIN6 GOMPOUND. SLIP PVC FITTINGS SHALL BE THE "DEEP SOCKET" BRACKETI:D TYPE. THREADED PLASTIC FITTINGS SHALL BE INJECTION MOLDED. ALL TEES AND ELLS SHALL BE SIDE 6ATED. ALL FITTIN6'S SHALL CONFORH TO ASTM D2466. D. ALL THREADED NIPPLES SHALL BE STANDARD l"IEIGHT SCHEDULE 80 i'IITH HOLDED THREADS AND SHALL CONFORM TO ASTM Dl1B5. E. ALL 50LVENT CEMENTING OF PLASTIC PIPE AND FITTIN6S SHALL BE A TV'lO--STEP FROCES5, USING PRIMER AND SOLVENT CEMENT APPLIED PER THE HANUFACTURER'S RECOMMENDATION5. CEMENT 5HALL BE OF A FLUID CONSISTENCY NOT GEL-LIKE OR ROPY. SOLVENT CEMENTIN6 SHALL BE IN CONFORMANCE V'llTH ASTM D2564 AND ASTM D2855. ' F. V1HEN CONNECTION IS PLASTIC TO HETAL, FEMALE ADAPTERS SHALL BE HAND TIGHTENED, PLUS ONE TURN Jl'ilTH A STRAP V1RENCH. JOINT COMPOUND SHALL BE NON-LEAD BASE TEFLON PASTE, TAPE, OR EQUAL. 2 .05 BAGKFLOl'I PREVENTION UNITS A. THE BACKFLOV1 PREVENTION UNIT SHALL BE OF THE MANUFAC11JRER, SIZE, AND TYPE INDIGATED ON THE DRAV-.IN6S. B. THE BACKFLOV1 PREVENTION UNIT SHALL BE INSTALLED IN ACCORDANCE V-.ITH THE REQUIREMENTS SET FORTH BY LOCAL CODES. G. THE BACKFLOV1 PREVENTION ASSENBLY SHALL CONSIST OF BRASS PIPING, UNIONS AND FITTIN6S. 2.06 VALVES A. GATE VALVE5, I. SATE VALVES SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAV11N6S. 2. &ATE VALVES SHALL BE CONSTRUCTED OF A BRONZE BODY, BONNET AND DISC, AND A t,,IALLEABLE IRON HANDJl'iHEEL. 6ATE VALVES SHALL HAVE THREADED CONNECTIONS. 3. ALL GATE VALVES SHALL HAVE A MINIMUM V'IORKIN6 PRESSURE OF NOT LESS THAN 150 PSI AND SHALL CONFORH TO AJl'iv'IA STANDARDS. B. BALL VALVES, I. BALL VALVES SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAV1INGS. 2. BALL VALVES SHALL BE GONSTRUCTED OF A BRONZE BODY, STAINLESS STEEL BALL AND STEt,,i, t,,IALLEABLE IRON HANDLE. BALL VALVES SHALL HAVE THREADED CONNECTIONS. 3. ALL BALL VALVES SHALL HAVE A MINIMUH V10RKING PRESSURE OF NOT LESS THAN 150 PSI AND SHALL GONFORM TO Al"IV-.A STANDARDS. G. QUICK COUPLER VALVES, I. QUICK COUPLER VALVES SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAJl'ilNGS. 2. QUICK COUPLER VALVES SHALL BE BRASS V11TH A v-.ALL THICKNESS GUARANTEED TO V11THSTAND NORMAL V'lORKING PRESSURE OF 150 PSI Jl'ilTHOUT LEAKAGE. VALVES SHALL HAVE FEMALE THREADS OPENIN6 AT BASE, V'llTH TV'lO-PIECE BODY. VALVES TO BE OPERATED ONLY Jl'ilTH A COUPLER KEY, DESl6NED FOR THAT PURPOSE. COUPLER KEY IS INSERTE:D INTO VALVE AND A POSITIVE, V1ATERTIGHT CONNECTION SHALL BE HADE BETl"IEEN THE COUPLER KEY AND VALVE. HINGE COVER SHALL BE THE LOGKINS TYPE CONSTRUCTED OF BRASS l"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 DRAV11NGS. 2. AUTOMATIC CONTROL VALVES SHALL BE ELEGTRICALLY OPERATED. E. ANTI-DRAIN VALVES, I. ANTI-DRAIN VALVES SHALL BE OF THE HANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAV1INGS 2. ANTI-DRAIN VALVES SHALL HAVE IB-8 STAINLESS STEEL SPRIN6S AND VALVE STEMS V-.ITH BUNA-N SE.ALS. 9. ANTI-DRAIN VALVES HILL HAVE THREADED CONNEGTIONS THE SIZE OF THE RISER OR PIPE THEY ARE TO BE INSl"ALLED ONTO, OR THE NEXT AVAILABLE SIZE. NO SLIP GONNEGTION ANTI-DRAIN VALVES ARE ALLOV1ED. 2.01 VALVE BOXES A. VALVE BOXES SHALL BE FABRICATED FROM A DURABLE, r'IEATHER-RESISTANT PLASTIC MAfERIAL RESISTANT TO 5UNLl6HT AND GHEMICAL AGTION OF SOILS. B. THE VALVE BOX COVER SHALL BE GREEN IN COLOR AND SECURED l"IITH BOLTS. G. THE COVER AND BOX SHALL BE CAPABLE OF SUSTAINING A LOAD OF 1,500 POUNDS. D. VALVE BOX EXTENSIONS SHALL BE BY THE SAME MANUFACTURER AS THE VALVE BOX. E. AUTOMATIC CONTROL AND MASTER VALVE BOXES SHALL BE I6"Xll"Xl2" RECTANGULAR SIZE. VALVE BOX COVERS SHALL BE "HEAT BRANDED" IN 2" Hl6H LETTERS V-.ITH EITHER "RCV" V-.ITH THE VALVE IDENTIFICATION NUt,,IBERS OR "MGV". F. SPECIALITY 'JUHBO' BOXES MAY BE INDICATED ON DRAV11N6S AND SHALL BE 25"Xl5"Xl2" RECTANGULAR 5IZE. G. BALL VALVE, &ATE VALVE, AND QUICK GOUPLER VALVE BOXES SHALL BE CIRCULAR 10" SIZE. VALVE BOX COVERS SHALL BE "HEAT BRANDED" IN 2" Hl&H LETTERS V'llTH EITHE:R "BV", "6V", OR "QCV". C\l 0 I LO I 1st SUBMITTAL: 02-02-16 2nd SUBMITTAL: 04-07-16 FINAL SUBMITTAL: 04-18-16 GMP JOB NO: 15-012 APPROVED FOR IRRIGATION AND PLANTING> ONLY, INC.L.UDING PRECISE LOCATION OF PLANTING> AREA. 11 AS BUIL T 11 REVIE\vED BY, INSPECTOR DATE DATE m Jl!!h • f, i----------i~-+-~~-~-~-~-------1-------l-~--l---_______jk-_J I OSHE6ET I CITY OF CARLSBAD PLANNING DIVIS□N I SOE9S I t\(}]() S~;r,·2mo V;_1ii~y 8i'4d, St.HS 200 San DJego, CA 92121 g mp!wrid r,11.;tj.corn 7 $50 555 BBJJ' LANDSCAPE /RR/GA TION SPECs FOR: CARLSBAD LAGOON BEACH HOMES Ll-04 165-75 CHINQUAPIN AVENUE CARLSBAD, CA 92008 APN, 206-080-13 i--------i~--+-------------+--------l-----l--------1-----J IA -P-PR_ov_E_o ~/~_-__,._._\ ---=9:c+·'-=8=1-'""'-='""'l:._____ ±-~ , µ.., I _PLANNING DATE . DATE INITIAL ENGINEER OF WORK DATE INITIAL REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: I CHKD BY: __ _ RVWD BY: . PROJECT NO. MS 15-02 I DRAWING NO. 490-51 PLOT DA TE: April 14, 2016 IRRIGATION SPECIFICATIONS (CONT'D) 208 IRRIGATION CONTROLLER A. CONTROLLER SHALL BE OF THE MANUFACTURER, SIZE AND TYPE INDICATED ON THE DRAV'IINGS. B. THE CONTROLLER ENCLOSURE SHALL BE OF THE MANUFACTURER, SIZE AND TYPE INDICATED ON THE DRAV'IINGS. THE ENGLOSURE SHALL ALSO ENCLOSE THE CONTROLLER ELECTRICAL METER. THE CONTROLLER SHALL BE OF THE MANUFACTURER, SIZE AND TYPE REQUIRED BY CARLSBAD MUNICIPAL V'IATER DISTRICT 2oq ELECTRICAL A. ALL ELECTRICAL EQUIPMENT SHALL BE NEMA TYPE 3, V'IATERPROOFED FOR EXTERIOR INSTALLATIONS. B. ALL ELECTRICAL V'IORK SHALL CONFORM TO LOCAL CODES AND ORDINANCES. 2.10 LOY'! VOLTAGE CONTROL l'IIRING A. REMOTE CONTROL r'IIRE SHALL BE DIRECT-BURIAL Ar'IG-UF TYPE, SIZE AS INDICATED ON THE DRAV'IINGS, AND IN NO CASE SMALLER THAN 14 c;,AUGE. B. CONNECTIONS SHALL BE EITHER EPOXY-SEALED PACKET TYPE OR PENN-TITE CONNECTORS. G. COMMON Y'IIRES SHALL BE V1HITE IN COLOR, AND IN NO GASE SMALLER THAN 12 GAUGE. CONTROL r'IIRES SHALL BE RED (ffiERE TY'IO OR MORE CONTROLLERS ARE USED, THE WNTROL Y'IIRES SHALL BE A DIFFERENT COLOR FOR EACH CONTROLLER. THESE COLORS SHALL BE NOTED ON THE "RECORD DRAV11NGS" PLANS LOCATED ON CONTROLLER DOOR.). D. c;,ROUND l'IIRES SHALL BE GREEN IN COLOR, AND IN No CASE SMALLER THAN 6 GAUGE. E. PROVIDE A 24, LONG EXPANSION LOOP FOR ALL DIRECTIONAL GHANGES IN CONTROL V11RE ROUTING. 2.11 IRRIGATION HEADS A. SPRINKLER HEADS SHALL BE OF THE MANUFACWRER SIZE, TYPE, Y'IITH RADIUS OF THROV'i, OPERATING PRESSURE, AND DISCHARGE RATE INDIGA TED ON THE DRAV'IINGS. B. POP-UP HEADS AND RISER HEADS SHALL BE USED AS INDICATED ON THE DRAl'llNoS. PART Ill -EXECUTION B.01 SITE CONDITIONS A. INSPECTIONS, I. PRIOR TO ALL i'lORK OF THIS SECTION, CAREFULLY INSPECT THE INSTALLED V10RK Of ALL OTHER TRADES AND VERIFY THAT ALL SUCH V'IORK IS WMPLETE TO THE POINT Y1HERE THIS INSTALLATION MAY PROPERLY COMMENCE. 2. VERIFY THAT IRRIGATION SYSTEM MAY BE INSTALL.ED IN STRICT ACCORDANCE 111TH ALL PERTINENT CODES AND REGULATIONS, THE ORIGINAL DESIGN, THE REFERENCED STANDARDS, AND THE MANUFACTURER'S RECOMMENDATIONS. B. DISCREPANCIES, I. IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OR Ol'INER'S AUTHORIZED REPRESENTATIVE. 2. DO NOT PROCEED i'llTH INSTALLATION IN AREAS OF DISCREPANCY UNTIL ALL DISCREPANCIES HAVE BEEN RESOLVED. G. GRADES, I. BEFORE STARTING r'IORK, CAREFULLY CHECK ALL GRADES TO DETERMINE THAT V'lORK MAY SAFELY PROCEED, KEEPING V>IITHIN THE SPECIFIED MATERIAL DEPTHS Y'IITH RESPECT TO FINISH GRADE. 2. FINAL GRADES SHALL BE ACCEPTED BY THE ENGINEER BEFORE i'lORK ON THIS SECTION V>IILL BE ALLOl'IED TO BEGIN. D. FIELD MEASUREMENTS, I. MAKE ALL NECESSARY MEASUREMENTS IN THE FIELD TO ENSURE PRECISE FIT OF ITEMS IN ACCORDANCE Y11TH THE ORlolNAL DESIGN. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL IRRIGATION MATERIALS V11TH ALL OTHER r'IORK. 2. ALL SCALED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL CHECK AND VERIFY ALL SI.ZE DIMENSIONS PRIOR TO PROCEEDING i'llTH l'IORK UNDER THIS SECTION. B. l:XERCISE EXTREME GARE IN l:XGAVATING AND V>IORKING NEAR EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE'S TO UTILITIES V'IHICH ARE CAUSED BY HIS OPERATIONS NEoLEGT E. DIAGRAMMATIC INTENT, THE DRAY'IINGS ARE ESSENTIALLY DIAGRAMMATIC. THE SIZE AND LOCATION OF EQUIPMENT AND FIXTURES ARE DRAl'lN TO SCALE Y1HERE POSSIBLE. PROVIDE OFFSETS IN PIPING CHANGES IN EQUIPMENT LOCATIONS AS NECESSARY TO CONFORM V'IITH STRUCTURES AND TO AVOID OBSTRUCTIONS OR CONFLICTS V>IITH OTHER J'lORK AT NO ADDITIONAL EXPENSE TO OV1NER. F. LAYOUT, I. PRIOR TO INSTALLATION, THE CONTRACTOR SHALL STAKE OUT ALL PRESSURE SUPPLY LINES, ROUTING AND LOCATION OF SPRINKLER HEADS, VALVES, BACKFLOV'l PREVENTER, AND AUTOMATIC CONTROLLER. 2. LAYOUT IRRIGATION SYSTEM AND MAKE MINOR ADJUSTMENTS REQUIRED DUE TO DIFFERENCES BET!"IEEN SITE AND DRAl'llNGS. V'lHERE PIPING IS SHOY1N ON DRAl"IINGS UNDER PAVED AREAS, BUT RUNNING PARALLEL AND ADJACENT TO PLANTED AREAS, INSTALL THE PIPING IN THE PLANTED AREAS. ' G. V'IATER SUPPLY CONNECTIONS TO, OR THE INSTALLATION OF, THE V'IATER SUPPLY SHALL BE AT THE LOCATIONS SHOV1N ON THE DRAV1INoS. MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS SHALL BE MADE AT NO ADDITIONAL EXPENSE TO Oi"INER. H. ELECTRICAL SERVICE I. CONNECTIONS TO THE ELECTRICAL SUPPLY SHALL BE AT THE LOCATIONS SHOr'IN ON THE DRAV11NGS. MINOR CHANGES CAUSED BY SITE CONDITIONS SHALL BE MADE AT NO ADDITIONAL EXPENSE TO Or'INER. 2. CONTRACTOR SHALL MAKE 120 VOLT CONNECTION TO THE IRRIGATION CONTROLLERS. ELECTRICAL POV'IER SOURCE TO CONTROLLER LOCATIONS SHALL BE PROVIDED BY OTHERS. 3.02 TRENCHING A. EXCAVATIONS SHALL BE STRAIGHT 111TH VERTICAL SIDES, EVEN GRADE, AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. TRENCHING EXCAVATION SHALL FOLLOl'l LAYOUT INDICATED ON DRAV'IIN6S TO THE DEPTHS BELOV>I FINISHED GRADE AND AS NOTED. V'lHERE LINES OCCUR UNDER PAVED AREA, THESE DIMENSIONS SHALl BE CONSIDERED BEL.OV'l SUBGRADE. B. PROVIDE MINIMUM COVER OF 18 INCHES ON PRESSURE SUPPLY LINES 2 1/2 INCHES AND SMALLER. PROVIDE MINIMUM COVER OF 24 INCHES ON PRESSURE SUPPLY LINES 3 INCHES, AND 36 INCHES OF GOVER ON PRESSURE SUPPLY LINES 4 INCH AND LARGER. G. PROVIDE MINIMUM GOVER OF 18 INCHES FOR CONTROL V'llRES. D. PROVIDE MINIMUM COVER OF 12 INCHES FOR NON-PRESSURE LINES. E. F. 3.0B A. B. G. PIPES INSTALLED IN A COMMON lRENGH SHALL HAVE A 4 INCH MINIMUM SPACE BETl'lEEN PIPES. PROVIDE SAND BACKFILL A MINIMUM OF 4 INCHES OVER AND UNDER ALL MAINLINE PIPING. BACKFILLING BACKFILL MATERIAL. ON ALL L.INES SHAL.L BE THE SAME AS ADJACENT SOIL FREE OF DEBRIS, LITTER, AND ROCKS OVER 1/2 INCH IN DIAMETER. BACKFILL SHALL BE TAMPED IN 4-INGH LAYERS UNDER THE PIPE AND UNIFORMLY ON BOTH SIDES FOR THE FULL V1IDTH OF THE TRENCH AND THE FULL LENGTH OF THE PIPE. BACKFILL MATERIALS SHALL BE SUFFICIENTLY DAMP TO PERMIT THOROL.r.H COMPACTION, FREE OF VOIDS. BACKFILL SHALL BE COMPACTED TO DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL AND SHALL CONFORM TO ADJACENT GRADES. FLOODING IN LIEU OF TAMPING IS NOT ALLOr'IED. D. UNDER NO CIRCUMSTANCES SHALL TRUCK l'IHEELS BE USED TO COMPACT BACKFILL. E. PROVIDE SAND BACKFILL A MINIMUM OF b INCHES OVER AND UNDER ALL PIPING UNDER PAVED AREAS. B.04 PIPING A. PIPING UNDER EXISTING PAVEMENT MAY BE INSTALLED BY JACKING, BORING, OR HYDRAULIC DRIVING. NO HYDRAULIC DRIVING IS PERMITTED UNDER ASFHALT PAVEMENT. B. GUTTING OR BREAKING OF EXISTING PAVEMENT IS NOT PERMITTED. C. CAREFULLY INSPECT ALL PIPE AND FITTINGS 13EfORE INSTALLATION, REMOVING DIRT, SCALE, 13URRS REAMING. INSTALL PIPE i'llTH ALL MARKINGS UP FOR VISUAL INSPECTION AND VERIFICATION. D, REMOVE ALL DENTED AND DAMAGED PIPE SECTIONS. E. ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF i, INCHES FROM EACH OTHER AND 12 INCHES FROM LINES OF OTHER TRADES. F. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER EACH OTHER. G. IN SOLVENT V'lELDING, USE ONLY THE SPECIFIED PRIMER AND SOLVENT CEMENT AND MAKE ALL JOINTS IN STRICT ACCORDANCE l'llTH THE MANUFACWRER'S RECOMMENDED METHODS INGLUDINo Y'IIPING ALL EXCESS SOLVENT FROM EACH r'IELD. ALLOY1 SOLVENT Y1ELDS AT LEAST 15 MINUTES SETUP TIME BEFORE MOVING OR HANDLING AND 24 HOURS CURING TIME BEFORE FILLINo. H. PVC PIPE SHALL BE INSTALLED IN A MANNER l'IHICH r'IILL PROVIDE FOR EXPANSION CONTRACTION AS RECOMMENDED BY THE PIPE MANUFAG TURER. I. GENTERLOAD ALL PLASTIC PIPE PRIOR TO PRESSURE TESTINo. J. ALL THREADED PLASTIC-TO-PLASTIC CONNECTIONS SHALL BE ASSEMBLED USING TEFLON TAPE OR TEFLON PASTE. K. FOR PLASTIC-TO-METAL CONNECTIONS, l'IORK THE METAL CONNECTIONS FIRST. USE A NON-HARDENING PIPE DOPE AN ALL THREADED PLASTIC-TO-METAL CONNECTIONS, EXCEPT J'lHERE NOTED OTHERV'IISE. ALL PLASTIC-TO-METAL CONNECTIONS SHALL BE MADE l'IITH PLASTIC FEMALE ADAPTERS. L. ALL CONNECTIONS BETl'IEEN PVC LATERAL LINES SHALL BE MADE USING SCH. 40 PVC FITTINGS Y'IITH COMPRESSION ADAPTERS. ALL CONNECTIONS BETV'lEEN DRIPPERLINES TO BE MADE USING COMPRESSION FITTINGS OF MANUFACTURER OF THE DRIPPERLINE. USE NO PIPE DOPE, TEFLON TAPE, PRIMER OR SOLVENT CEMENT ON GOHPRESSION FITTINGS. 3.05 CONTROLLER A. THE EXACT LOCATION OF THE CONTROLLER SHALL 13E APPROVED BY THE LANDSCAPE ARCHITECT OR Ol'INER'S AUTHORIZED REPRESENTATIVE BEFORE INSTALLATION. THE ELECTRICAL SERVICE SHALL BE COORDINATED 111TH THIS LOCATION. B. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL ELECTRICAL HOOK UP TO IRRIGATION CONTROLLER. C. THE IRRIGATION SYSTEM SHALL BE PROGRAMMED TO OPERATE DURING THE PERIODS OF MINIMAL USE OF THE DESIGN AREA D. INSTALL CONTROLLER ENCLOSURE AS RECOMMENDED BY THE MANUFACTURER. 3.0o CONTROL i'llRING A. LOI"! VOLTAGE CONTROL i'llRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS THE PRESSURE SUPFLY LINES ffiENEVER POSSIBLE. B. i'lHERE MORE THAN ONE i'llRE IS PLACED IN A TRENCH, THE V'llRING SHALL BE TAPED TOGETHER IN A BUNDLE AT INTERVALS OF 10 FEET. BUNDLE SHALL BE SECURED TO THE MAINLINE V'IITH TAPE AT INTERVALS OF 20 FEET. G. ALL CONNECTIONS SHALL BE OF AN APPROVED TYPE AND SHALL OCCUR IN A VALVE BOX. PROVIDE AN le> INCH SERVICE LOOP AT EACH CONNECTION. D. AN EXPANSION LOOP OF 12 INCHES SHALL BE PROVIDED AT EACH V'llRE CONNECTION AND/OR DIRECTIONAL CHANGE, AND ONE OF 24 INCHES SHALL BE PROVIDED AT EACH REMOTE CONTROL VALVE. E. A CONTINUOUS RUN OF V'IIRE SHALL BE USED BETV1EEN A CONTROLLER AND EACH REMOTE CONTROL VALVE. UNDER NO CIRCUMSTANCES SHALL SPLICES BE USED i'llTHOUT PRIOR APPROVAL. B.01 VALVES A. AUTOMATIC CONTROL VALVES, BALL VALVES, GATE VALVES, AND QUICK COUPLER VALVES SHALL BE INSTALLED IN THE APPROXIMATE LOCATIONS INDICATED ON THE DRAr'IINGS. B. VALVE SHALL BE INSTALLED IN SHRUB AREAS r'IHENEVER POSSIBLE. C. INSTALL ALL VALVES AS INDICATED IN THE DETAIL DRAV.INGS. D. VALVES TO BE INSTALLED IN VALVE BOXES SHALL BE INSTALLED ONE VALVE PER BOX. E. REMOTE CONTROL VALVES AND QUICK COUPLER VALVES SHALL BE ISOLATED FROM THE MAINLINE BY A BALL VALVE SIZED PER THE LARoEST R.C.V. IN THE MANIFOLD OR I 1/2 INCH FOR Q.G.V.'S. 3.0B VALVE BOXES A. VALVE ElOXES SHALL ElE INSTALLED IN SHRUB AREAS Y1HENEVER POSSIBLE. B. EACH VALVE sax SHALL BE INSTALLED ON A FOUNDATION OF 3/4 INCH GRAVEL BACKFILL, 2 CUBIC FEET MINIMUM. VALVE BOXES SHALL BE INSTALLED V'IITH THEIR TOPS 1/2 INCH ABOVE THE SURFACE OF SURROUNDING FINISH GRADE IN LAl'IN AREAS AND B INCHES ABOVE FINISH GRADE IN GROUND GOVER AREAS. 3.0~ BACKFLOV1 PREVENTERS A. INSTALL BACKFLOr'I PREVENTER UNIT AS INDICATED IN THE DETAIL DRA/'IINGS. B. INSTALL BACKFLOY'I ASSEMBLIES AT LOCATIONS APPROVED IN THE FIELD AND AT HEIGHT REQUIRED BY LOCAL CODES. C. INSTALL V'lYE STRAINERS AND PRESSURE REGULATORS ON THE BACKFLOY'I ASSEMBLY. D. IF BAGKFLOr'I PREVENTER IS INSTALLED ADJACENT TO A BUILDING, r'IALL, OR OTHER OBSTRUCTION, INSTALL UNIT SO THAT THE TEST COCKS ARE FACING OUTl'lARD AV'IAY FROM THE OBSTRUCTION. E. INSTALL BACKFLOV'l ENCLOSURE AS RECOMMENDED BY THE MANUFACTURER. B.10 SPRINKLER HEADS A. SPRINKLER HEADS SHALL BE INSTALLED AS INDICATED ON THE DRAV'llNGS. B. SPACING OF HEADS SHALL NOT EXCEED MAXIMUM INDICATED ON THE DRAV'IINGS. D. E RISER NIPPLES SHALL BE OF THE SAME SIZE AS THE RISER OPENING IN THE SPRINKLER BODY. POP-UP SPRINKLER HEADS SHALL NOT BE INSTALLED USING SIDE OUTLET OPENINGS. RISER NIFPLES ON RECYCLED Y1ATER SYSTEMS SHALL BE IDENTIFIED l'llTH ADHESIVE VINYL MARKERS BELOY'I SPRINKLER HEAD AND A MINIMUM OF 10 INCHES ABOVE FINISH oRADE. m 3.11 MISCELLANEOUS EQUIPMENT A. INSTALL ALL ASSEMBLIES SPECIFIED HEREIN ACCORDING TO THE RESPECTIVE DETAIL DRAV'llNGS OR SPECIFICATIONS, USING BEST STANDARD PRACTICES. B. QUICK COUPLER VALVES SHALL BE SET APPROXIMATELY 12 INCHES FROM Y1ALKS, CURBS, HEADER BOARDS, OR PAVED AREAS V1HERE APPLICABLE. C. UNLESS DESloNED AS AN INTEGRAL FART OF THE IRRIGATION HEAD, ANTI-DRAIN VALVES /'!ILL BE INSTALLED UNDER EVERY HEAD. THE ANTI-DRAIN VALVE 1'11LL BE THE SAME DIAMETER AS THE RISER AND BE INTEGRAL TO THE RISER ASSEMBLY. D. INSTALL RAIN SENSOR AS INDICATED ON THE DRAY11NGS AND AS RECOMMENDED BY THE MANUFACTURER. 3.12 FLUSHING THE SYSTEM A. PRIOR TO INSTALLATION OF SPRINKLER NOZZLES, THE VALVES SHALL BE OPENED AND A FULL HEAD OF i'lATER USED TO FLUSH OUT THE LINES AND RISERS. B. SPRINKLER NOZZLES SHALL BE INSTALLED AFTER FLUSHING THE SYSTEM HAS BEEN COMPLETED. cl.IS ADJUSTINo THE SYSTEM A. CONTRACTOR SHALL ADJUST VALVES, ALIGN HEADS, AND CHECK COVERAGE OF EACH SYSTEM PRIOR TO COVERAGE TEST. B. IF IT IS DETERMINED BY THE LANDSCAPE ARCHITECT OR ol'INER'S AUTHORIZED REPRESENTATIVE THAT ADDITIONAL ADJUSTMENTS OR NOZZLE GHANc;,ES V'llLL BE REQUIRED TO PROVIDE PROPER COVERAGE, ALL NECESSARY CHANGES OR ADJUSTMENTS SHALL BE MADE PRIOR TO ANY PLANTING. C. THE ENTIRE SYSTEM SHALL BE OPERATING PROPERLY BEFORE ANY PLANTING OPERATIONS COMMENCE. D. AUTOMATIC CONTROL VALVES ARE TO BE ADJUSTED SO THAT THE SPRINKLER HEADS OPERATE AT THE PRESSURE RECOMMENDED BY THE MANUFACTURER. 3.14 TESTING AND OBSERVATION A. DO NOT ALLOY'! OR GAUSE ANY OF THE V'IORK OF THIS SECTION TO BE COVERED UP OR ENGLOSED UNTIL IT HAS BEEN OBSERVED, TESTED AND ACCEPTED BY THE LANDSCAPE ARCHITECT, Oi'lNER, AND GOVERNING AGENCIES. B. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT, Or'INER, AND GOVERNING AGENCIES, A MINIMUM OF 48 HOURS IN ADVANCE, Y'IHERE AND Y'IHEN THE l'IORK 15 READY FOR TESTING. C. l'IHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR SHALL PERFORM A COVERAGE TEST OF EACH SYSTEM IN ITS ENTIRETY TO DETERMINE IF THE V'lATER COVERAGE 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 V'IORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAoE DUE TO DEVIATIONS FROM THE PLANS, OR i'lHERE THE SYSTEM HAS BEEN V'IILLFULLY INSTALLED AS INDICATED ON THE DRAr'IINGS V'IHEN IT IS OBVIOUSLY INADEQUATE, V'llTHOUT BRINGING THIS TO THE ATTENTION OP THE LANDSCAPE ARCHITECT THIS TEST SHALL BE ACCEPTED BY THE LANDSCAPE ARCHITECT AND ACCOMPLISHED BEFORE STARTINc;, ANY PLANTING. E. FINAL INSPECTION i'llLL NOT COMMENCE Y'IITHOUT RECORD DRAY1INGS AS PREPARED BY THE IRRIGATION CONTRACTOR 3.15 MAINTENANCE DURING THE MAINTENANCE PERIOD THE CONTRACTOR SHALL ADJJST AND MAINTAIN THE IRRIGATION SYSTEM IN A FULLY OPERATIONAL CONDITION PROVIDING COMPLETE IRRIGATION COVERAGE TO ALL INTENDED PLANTINGS. 3.16 COMPLETION GLEANING GLEAN-UP SHALL BE MADE AS EACH PORTION OF THE V'IORK PROGRESSES. REFUSE AND EXCESS DIRT SHALL BE REMOVED FROM THE SITE, ALL V'IALKS AND PAVING SHALL BE BROOMED, AND ANY DAMAGE SUSTAINED ON THE r'IORK OF OTHERS SHALL BE REPAIRED TO ORlolNAL CONDITIONS. END Of SECTION (\J C) I LO ' ' I 1st SUBMITTAL: 02-02-16 2nd SUBMITTAL: 04-07-16 FINAL SUBMITTAL: 04-18-16 GMP JOB NO: 15-012 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. RCE ___ EXP. ___ _ REV!EwED BY1 INSPECTOR --t_;~ I soHE7ET I CITY OF CARLSBAD 11 jiJII' l---+--------1------------------i-----i--,,-,--, PLANNING DIVIS □N LANDSCAPE IRRIGATION SPECs FOR: DATE DATE I SOE9S I CARLSBAD LAGOON BEACH HOMES 165-75 CHINQUAPIN AVENUE 4CJlG -Sorrentc VEiiey B!vd su,te 200 Ll-05 CARLSBAD, CA 92008 APN, 206-080-13 9mp!,;indar,;:;tu;;o:rr, r sse sss. 89?7 DATE INITIAL ENGINEi=--R OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL I APPROVED PLANNING DWN BY: DATE IN111AL CHKD BY: CITY APPROVAL RVWD BY: (~ C:t:trl-ei\: +-t.iv-1(,:, I DATE I PROJECT NO, I DRAWING NOJ MS 15-02 490-51 PLOT DA TE: April 14, 2016 PLANTING CONCEPT LEGEND TREES SEE DETAIL A,C4 F/LP-02 BOTANICAL NAME COMMON NAME SIZE rlATER USE 5 SYA&RUS ROMANZOFFIANA QUEEN PALM 16' B.T.H. L TREE CANOPIES SHALL BE MAINTAINED NO LOViER THAN 6' FROM THE FINISHED SURFACE OF PAVEMENT BELOl"l. SHR OTY. SYM. BOTANICAL NAME 12 0 AEONIUM 'MINT SAUGER' 26 AGAVE 'BLUE GLOJ/'.I' ANIGOZANTHOS 'KANGA BUR&UNDY' BOUGAINVILLEA 'OOH LA LA' HELICTOTRICHON SEMPERVIRENS @ PHORJvilUH 'JAGK SPRATT' so 20 1 0 J/'.IESTRIN6IA FRU. 'MUNDI' VINES QTY. SYM. BOT AN I CAL NAME 4 3 @ DISTICTIS BUCGINATORIA (4'X4' ESPALIER) @ PASSIFLORA VITIFOLIA GROUND -COVERS SYM. BOTANICAL NAME NOTES, GAREX TUMULIGOLA (VEG ET A TED SJ/'.IALES) SENEGIO MANDRALISGAE SEE DETAIL D/LP-02 COMMON NAME MINT SAUGER AEONIUH BLUE GLOJ/'.I AGAVE KANGAROO PAJ/'.I BOUGAINVILLEA (DJ/'.IARF FORH) BLUE OAT GRASS DJ/'.IARF N.Z. FLAX MUNDI GOAST ROSEMARY SIZE IA!ATER USE I iSAL. L 5 GAL. I GAL. 5 GAL. 5 6AL. 5 GAL. L L L L SEE DETAIL E/LP-02 COMMON NAME RED TRUMPET VI NE CRIMSON PASSION FLOJ/'.IER SIZE IA!ATER USE 15 &AL. 15 GAL. tv1 tv1 SEE DETAIL B/LP-02 COMMON NAME BERKELEY SEDGE BLUE CHALK FINGERS SIZE rlATER USE I GAL.@ 12" O.G. FLATS@ 18" O.C.. L I. ROOT BARRIER SHALL BE INSTALLED ~HERE TREES ARE ~ITHIN 10' OF ANY HARDSCAPE ELEMENT, SEE ROOT BARRIER DETAIL. 2. ALL SHRUB AREAS SHALL RECEIVE A 3" LAYER OF SHREDDED BARK MULCH. CONTRACTOR SHALL NOT INSTALL BARK MULCH ON SLOPES OVER 5' HIGH ~ITH A SLOPE GREATER THAN 3:1. CONTRACTOR SHALL SUBMIT BARK MULCH SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO DELIVERY. 3. ALL LANDSCAPE AREAS SHO~N ~ITHOUT GROUNDGOVER OR PLANT MATERIAL SHALL RECEIVE A 3" LAYER OF SHREDDED BARK MULCH. 4. ALL SHRUB AREAS TO BE UNDER-PLANTED ~ITH SROUNDC-OVER. SEE PLAN AND LEGEND FOR TYPE AND LOCATION 5. CONTRACTOR SHALL PROVIDE PHOTOS INDICATIVE OF ALL PLANT MATERIAL SPECIES 15 GAL. SIZE AND LARGER AND FOR PLANTER POTS. SUB-STANDARD PLANT MATERIAL ~ILL BE REJECTED ON SITE. +NOTE, ALL EXISTING TREES ON SITE ~ITH LESS THAN 12" CALIPER SIZE ARE TO BE REMOVED, UNLESS OTHER~ISE NOTED. --- 6' 0.G. +NOTE, A ROOT BARRIER SHALL BE OVER OR ADJACENT TO ANY UNDERGROUND DRAIN LINES AS A MEANS Of PROTECTION AGAINST ROOT INTRUSION. FINAL LOCATION OF ROOT BARRIER(S) SHALL BE DETERMINED DURING CONSTRUCTION l 1Ht;;::================l ELEVATION A 51DEYAR1? TREL.L.15 +NOTE ALL HARDSCAPE ELEMENTS SHALL BE DESIGNED TO DRAIN ALL ~ATER ENTIREL '( INTO AN ADJACENT LANDSCAPED AREA +NOTE, EACH LOT IS TO BE MAINTAINED 8'( THE INDIVIDUAL HOMEO~NER. NO HOA ~ILL BE ESTABLISHED FOR THIS DEVELOPMENT. NOTES, ++ ALL TUBULAR STEEL SHALL RECEIVE (2) GOATS RUST INHIBITIVE PRIMER 4 (2) GOATS METAL EXTERIOR &LOSS, COLOR SHALL BE SHERr'II N r'IILLIAMS 'Sf'! 6233 SAMOVAR SILVER' 0coMPAC.TED SUBGRADE PER SOILS REPORT ++ ALL METAL FENCING GONNEC.TIONS SHALL BE GONTINUOUSL Y r'IELDED THERE SHALL BE NO r'IELDING OF FENC.E MATERIALS IN THE FIELD ++ ALL TUBING SHALL HAVE BOTH ENDS r'IELDED CLOSED AND &ROUND SMOOTH. ++ ALL MATERIALS TO BE FULLY &ALVANIZED BEFORE INSTALLATION IN FIELD. ++ HARDV'IARE, CONNECTIONS I EQUIPl-1ENT SHALL BE INSTALLED PER MANIJFAC TURERS RECOt1MENDATION ++ STAINLESS STEEL HARDV'IARE AVAILABLE AT 'INLINE DESIGN' (425)405-5505, sal1>S<linlin0d0s19n.us ++ GABLE SHALL NOT BE SPLICED BETr'IEEN INTERMEDIATE TURNBUCKLES AND END POSTS. FODTIN&-SLOPE TOP TO DRAIN FINISH <:>RADE 2" SQ T.S. POSTS fil FLAT C.APS AT TOP ©STAINLESS STEEL HANDRAIL BRAC.KET SQUARE, ATTACH TO TUBE STEEL POST PER MANUFACTURERS REGOMMENDATION 0sr AINLE55 STEEL GABLE HIRE ROPE lxlq CONFIGURATION 0sTAINLE5S STEEL GABLE TEN51 ONER ADJUSTABLE 02" SQ T.S. TOP AND BOTTOM RAILS .T.5. I' EXISTING -·· ---""'· //'/ASHING TONIA RoeUSTA <P=l2" TO l3E REMOVED I j ' ,\ . ............ , ............ ""' ........... , ...... 7•,·; •. J ; .... > ~1'. ~, __ .• • I I ., ' . ' , .. , .. ,J / , i ' / EXISTING PHOENIX CANAR/ENS/S <P=3b" TO BE REMOVED r;s,·"'eeA-. ,<,:;:j,< .. ✓-,·· ·.s· vYV V/• '/✓);y ~ ·-(/·S: ·0,. '.:\,,-....:-Y•.( v::;,; <:'0J :(';); ····7·,' ;-._ :1<('.~} ··-.s., ;_,_: .\'<! '•~••=~-~'"~•~o,, __ W, 10 5 0 10 20 30 --------~ C\l 0 I LO (/J ~ ~ LO I C) OJ ~ ~ATER USE PLAN SCALE: 1" 10' LANDSCAPE PLANT MATERIAL NOTE, I. LANDSCAPING CONSISTING OF 6ROlJNDGOVER, SHRUBS, AND TREES SHALL BE USED TO SCREEN ELEMENTS OF UNSl6HTLINESS AND SCREEN/SOFTEN NEVi IMPROVEMENTS, Ji'lATER METERS AND UTILITY TRANSFORMERS. UTILITY TRANSFORMERS AND OTHER ABOVE 6ROUND UTILITIES MAY ONLY BE SCREENED TO THE EXTENT ALLOV'lABLE BY EACH INDIVIDUAL FRANCHISE UTILITY COMPANY. 2. SFACIN6 OF PLANTS SHALL ALLOVi FOR THEIR SIZE AT MATURITY. 3. TREES VilTH SURFACE ROOT SYSTEMS AND/OR BROAD BRANCH STRUCTURES SHALL BE PLANTED ONLY Ji'lHERE SUFFICIENT SPACE 15 AVAILABLE. ROOT BARRIERS ARE TO BE USED ViHERE TREES ARE LOCATED VilTHIN 10' OF ANY HARDSGAPE IMPROVEMENT. 4. SEE CIVIL ENolNEERS PLANS FOR LOCATION OF LJD. FEATURES 5. SUBSURFACE IRRl6ATION SHALL BE INSTALLED IN ALL PLANTING/TURF AREAS VilTHIN 24" OF HARDSCAPE. ~o=::s':"cA""'p,,__ \\ersof} ,., .... u.§ §"' -o n --' .., --t m g mp!;§~d ;§rth,corn 1 ss;a 5513 tffJJ NOTE "A", VIEV'l CORRIDORS ON THE NORTHEAST AND SOUTHV'lEST SIDE YARDS Of EACH HOUSE, EACH APPROXIMATELY BETV'IEEN 5' AND 5.5' IN V'IIDTH1 SHALL BE KEPT FREE OF ALL STRUCTURES AND FREE OF LANDSCAPING V'IHICH, AT MATURITY, V'IOULD RISE ABOVE A REASONABLE VIEV'l LINE FROM VEHICLES PASSING, ON THE PUBLIC ROAD. THE TOTAL V'IIDTH Of THESE VIEV'l CORRIDORS SHALL EQUAL APPROXIMATELY 33' IN V'IIDTH. ALL PROPOSED LANDSCAPING IN THE FRONT YARD AREA SHALL BE MAINTAINED AT A HEIGHT OF TV'IO FEET OR LOV'lER (INCLUDING RAISED PLANTERS) TO PRESERVE THE VIEV'IS FROM CHINQUAPIN AVE TOV'IARD THE OCEAN. POT AElLE V'lATER USE NOTE, NO AREAS SHALL UTILIZE REGYC-LED OR 6RAY V'lATER OF ANY KIND ON 51TE. 1st SUBMITTAL: 02-02-16 2nd SUBMITTAL: 04-07-16 FINAL SUBMITTAL: 04-18-16 zo 10 0 zo 40 60~------------~ ---------11111 SCALE: 1" 20' GMP JOB NO: 15-012 APPROVED FOR IRRl!SATI0N AND PLANTING ONLY, INCLUDIN6 PRECISE LOCATION Of PLANTING AREA. RCE__ EXP. __ _ DATE REVIEWED BY, INSPECTOR DATE t, 1-----+---+--------------t------+----t-----+---I ~ c ITYPL£rNG ~~~}Ns BAD ~ LANDSCAPE PLANTING PLAN FOR: CARLSBAD LAGOON BEACH HOMES LP-01 165-75 CHINQUAPIN AVENUE CARLSBAD, CA 92008 APN, 206-080-13 1---+----1--------------+---+--+---+----1 IA -P-PR_o_vE_o__,/_~_-_· '-'!-'Cf~-_..,~=-l...,.e-2-;ft«---'-t-Zo.>. ~...., I 1-----+---+---------------t-----t--t-----t-----l PLANNING DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: PROJECT NO. DRAWING NO. CHKD BY: MS 15-02 490-51 RVWD BY: PLOT IDA TE: April 14, 2016 SECTION FLAN A ROOT BARRIER FL.AN 5EC-TION Ci:. OF TREE 5' 5' 0 ct) a G T~EE DOUBLE STAKING n II II II II I l~I ~~~_;:::i II II II II II I! 2xROOTBALL DIAMETER E VINE: PLANTING 0coNCRETE SIDE ViALK OR HARDSGAPE IMPROVEM!:NT AS INDICATED ON Pl.AN 0DEEPROOT ~UB 24-2 INSTALL IN 10' LEN&THS, TYP. SUBGRADE PLANTS PER PLAN CONCRETE CURB OR HARDSCAPE IMPROVEMENT AS INDICATED ON PLAN NOTE, ALL TREES i"IITH 10' OF ANY i"IALK, CURB, DRIVE, BUILDIN&, UTILITY OR HARDSGAPE ELEMENT SHALL RECEIVE 10' OF ROOT BARRIER UNLESS OTHERVilSE INDICATED ON THE PLANS. I TREE TRUNK :Z SEE TREE PLANTIN& DETAIL S VINYL TREE TIE (4 REQUIRED) 4 (2) 2" DIA x 10' LOD&E POLE PINE STAKES. TIE TREE TRUNK 6" ABOVc BENDING MOMENT OF TREE. TIE SHOULD PROVIDE FLEXIBILITY OF TRUNK, BUT NOT ALLOl'i RUBBIN& OF TRUNK A6AINST STAKE. CUT STAKES OFF 6" ABOVE TIES. FINISH GRADE 4" Hl&H ViATERING BASIN (IF REQUIRED) 0 1NSTALL ARBOR GUARD AT THE BASE OF TREE IF IN LAViN AREA 0v1NE ATTACHED TO TRELLIS i"I/ VINYL PLANT TIES. SEE TRELLIS DETAIL A/LP-01 :Z NURSERY STAKES TO BE REMOVED s BUILDIN& SURFACE 4 CROi"IN -I" ABOVE FINISH &RADE $ 4" HIGH V1ATERING BASIN (IF REQUIRED) PLANT TABLETS FINISH GRADE BACKFILL MIX (SEE SPECIFICATIONS) 0uNDIST\JRBED NATIVE SOIL @ROoTBALL NOTE, AL TERNA TE METHOD OF ATTACHMENT, VINE SHALL BE ATTACHED TO SURFACE OF FREEST ANDIN& MASONRY i"IALLS V'I/ CLEAR EPOXY VINE TIES, DO NOT ATTACH VINES TO BUILDIN& VINES V'I/ NURSERY ESPALIER STAKE TO BE MOVED OUT OF ROOT!lALL AND INSTALLED 6" FROM BUILDING TOP OF V1ATERIN& BASIN& TO BE KIN. 6" BELOi"I FINISHED FLOOR OF BUILDING i ···-~---® ' . \ FLAN SECTION I PREPARED SOIL :z PLANT T AELET 9 FINISH &RADE 4 CONCRETE CURB OR HARDSGAPE IMPROVEMENT AS INDICATED ON PLAN 0coNCRETE MOi"I STRIP OR HARDSGAPE IMPROVEMENT AS INDICATED ON PLAN PLANT PER PLANT FULL O.C. PER PLANT LE&END ½ x O.C. SPACING PER PLANT LE5END AT ED&E OF PLANTIN& AREA .T.5. B GROUNDCOVER PL.ANTING 4/2016 2xROOTBALL DIAMETER I ROOTBALL :Z CROi"IN I' ABOVE FINISH &RADE 9 FINISH &RADE 4 FINISH &RADE AT SLOPE s BACKFILL MIX (SEE NOT!':S) e PLANT TABLETS (SEE NOTES) 7 FINISH SURFACE OF PAVED AREA ~ 4" Hl6H V1ATERIN6 BASIN (IF REQUIRED) 02"-3" BARK MULCH LAYER (SEE LEISEND FOR DEPTH) @BARK MULvH SHALL BE PULLED Ai"IA Y FROM BASE OF TREE/SHRUB A MIN. OF 6" NOTE, ViHERE TREES ARE PLANTED IN TURF AREAS, CONTRACTOR SHALL REMOVE TLRF A MIN. OF 12' DIA AT THE BASE OF THE TREE INSTALL AN ARBOR GUARD AT THE BASE OF THE TRUNK. D T~EE AND SH~UB PLANTING PALM FL.ANTING 0FRONDS -TIE i"IITH SINISLE 5TRAND OF OR&ANIC MATERIAL, UNTIE AT END OF MAINTENANCE PERIOD 0PALM Tf<JJNK -5EE SPECIFICATIONS FOR SKINNIN& 04" Hl&H V1ATERIN& BASIN IF REQUIRED ©BACKFILL MIX -100% i'lASHED :,AND S UNDISTLRBED NATIVE SOIL e FINl:>H GRADE AT SLOPE 7 FINISH &RADE 1'> PLANT TABLETS (SEE :>PECIFICATIONS) ROOTBALL 4" ROUND BLACK &RATE BY NDS 4" PERFORATED DRAIN PIPE V1RAPPED i"I/ DRAIN SOCK © ¾" CRUSHED ROCK i"IRAPPED i'llTH Fil TER FABRIC PLANT I NG NOTES I. A THE PLANTING PLAN IS DIA6RAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. E3. QUANTITIES SHOJt,JN ON THE PLANTIN6 PLAN ARE APPROXIMATE AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY C. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF THE DISCREPANCIES BETJt,JEEN QUANTITIES AND SYMBOLS SHOHN. 2. LANDSCAPE CONTRACTOR SHALL APPLY A CONTACT HERBICIDE, V'lHERE V'lEEDS ARE PRESENT, PER MANUFACTURERS SPECIFICATIONS A MINIMUM Of TEN (lo) DAYS PRIOR TO COMMENCEMENT OF ANY PLANTINe, OR IRRl6>ATION HORK. Jt,JEEDS SHALL E3E ALLOHED TO COMPLETELY DIE BACK, INCLUDING THE ROOTS BEFORE PROCEEDING V'llTH )t,JORK 3. LANDSCAPE CONTRACTOR SHALL SUBMIT A SOIL ANALYSIS REPORT FROM A TESTINIS AISENCY (PRE-APPROVED BY THE CITY) TO THE LANDSCAPE ARCHITECT BEFORE BEGINNING Y'IORK. THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOJt,JING A ORGANIC MATTER CONTENT 6. N, P, K C. pH D. EC E. SOIL TEXTURE (SILT, CLAY, SAND) F. RECOMMENDATIONS FOR AMENDMENTS, LEACHIN6 AND MAINTI:NANGE FERTILIZATIONS. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTIN6 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 OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS 4. PRIOR TO PLANTINIS, IRRl6ATION SYSTEM SHALL BE FULLY OPERATIONAL AND PLANTIN6 AREAS SHALL BE THOROU6HLY SOAKED. 5. ALL AREAS TO BE PLANTED, V'lHICH HAVE A SLOPE OF LESS THAN 10%, SHALL BE GROSS-RIPPED TO A DEPTH OF SIX (6") INCHES AND THE FOLLOJt,JING AMENDMENTS SPREAD EVENLY AND THOROUGHLY BLENDED IN PER 1,000 SQUARE FEET (QUANTITIES SUBJECT TO C.HAN6E PER SOIL ANALYSIS), A. 3 CIJBIG YARDS NITR06EN FORTIFIED REDHOOD SHAVIN6S B. 100 POUNDS A6RIGUL TURAL 6YPSUM C. 15 POUNDS IRON SULPHATE D. 25 POUNDS I6-6-B SLOH RELEASE FERTILIZER 6. EACH PLANT SHALL RECEIVE "AGRIFORM" (OR EQUAL) PLANT TABLETS AS FOLLOV'lS, A. ROOTED CUTTIN6/4" POT (I) 5 GRAM B. I GAL CONTAINER (I) 21 GRAM C. 5 6AL. CONTAINER (3) 21 6RAM D. 15 GAL. CONTAINER /5) 21 GRAM E. BOX TREE (I) 21 6RAM PER 3" BOX SIZE 1. PLANT BACK FILL SHALL BE 50% SITE SOIL, AND 50% NITROGEN FORTIFIED REDV'lOOD SHAVINGS BY VOLUME. B. PLANT PITS SHALL BE T)t,JICE THE SIZE OF THE DESIGNATED NURSERY CONTAINER. Ci. PLANT MATERIAL SHALL NOT BE ROOT BOUND. FIVE GALLON PLANTS AND LARGER SHALL HAVE BEEN 6RO)t,JN IN CONTAINERS FOR A HINIMUH Of 6 MONTHS AND A MAXIMUM OF THO YEARS. 10. PLANTS SHALL EXHIBIT HEAL THY GROJt,JTH 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 Jt,JITH GALV. NAILS AND GREEN NURSERY TAPE. IS. REMOVE NURSERY STAKES AND TIES FROM ALL CONTAINER STOCK. MAINTAIN SIDE GROJt,JTH ON ALL TREES. 14. PLANTS SHALL NOT BE PLACED V'llTHIN TV'lELVE (12") INCHES OF SPRINKLER HEADS. 15. SHRUBS SHOV'lN IN PLANT AREAS SHALL BE UNDER-PLANTED ¥'11TH 6ROUNDCOVER SHOHN BY ADJACENT SYMBOL, TO V'llTHIN 12" OF MAIN PLANT STEM. 16. LANDSCAPE CONTRACTOR SHALL HAINTAIN A MINIHUM OF 2% DRAINAGE AV'lAY FROM ALL BUILDINGS, STRUCTURES, AND Jt,JALLS FINISHED 6RADES SHALL BE SMOOTHED TO ELIMINATE PUDDLING OR STANDING V'lATER 11. FINISHED GRADES SHALL BE ONE (I) INCH BELOJt,J THE TOP OF CURBS, SILLS, AND Jt,JALKV'lAYS IN ALL AREAS. Y'IHERE SOD IS LAID NEXT TO THESE IMPROVEMENTS-FINISH GRADE BEFORE LAYING SOD SHALL BE H/2" BELOH THE TOP.IB. THE LANDSCAPE CONTRACTOR SHALL LEAVE SITE IN A CLEAN CONDITION, REHOVING ALL UNUSED MATERIAL, TRASH, AND TOOLS. ICJ. LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTINGS FOR A PERIOD OF SIXTY (60) DAYS AFTER COMPLETION. ALL AREAS SHALL E3E KEPT CLEAN, Jt,JATERED, AND V'lEED FREE. 20. AT COMPLETION OF ALL HORK OUTLINED IN THESE PLANS, THE LANDSCAPE CONTRACTOR SHALL CONTACT O)t,JNER AND ARRANGE FOR A Jt,JALK THROUGH TO DETERMINE THAT ALL ASPECTS OF Jt,JORK ARE COMPLETED. )t,JORI<. MUST E3E FULLY COMPLETED AC-CORDING TO ALL PLANS AND SPECIFICATIONS, MUST E3E COMPLETED IN A GOOD V'lORKMANSHIP MANNER, AND MUST BE ACCEPTED BY THE OV'lNER IN V'lRITING PRIOR TO THE BEGINNING OF THE MAINTENANCE PERIOD. 21. THE MAINTENANCE PERIOD SHALL INCLUDE THE FOLLOY'IING SCOPE OF Jt,JQRK, A. DAILY V'lATERING Of ALL PLANT MATERIAL. B. Jt,JEEDING AND REMOVAL Of ALL ~EEDS FROM GROUND COVER AREAS. G. REPLACEMENT Of ANY DEAD, DYING, OR DAMAGED TREES, SHRUBS, OR GROUND COVERS. D. FILLING AND REPLANTING Of ANY LOY'! AREAS Y'IHICH MAY GAUSE STANDING V'lATER. E. ADJUSTING OF SPRINKLER HEAD HEIGHT AND Jt,JATERING SYSTEM. F. FILLINIS AND REGOMPAGTION Of ERODED AREAS. 6. Jt,JEEKL Y REMOVAL OF ALL TRASH, LITTER, CLIPPIN6S, AND ALL FOREIGN DEBRIS. H. AT SO DAYS AFTER PLANTIN6, AMMONIUM SULFATE SHALL BE APPLIED TO LAHN 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 COHPANY 16-6-B (OR EQUAL) SHALL BE APPLIED AT THE RATE OF 6 LBS. PER 1,000 SQUARE FEET TO LAJt,JN AREAS AND PLANTING AREAS. 22. PRIOR TO END OF MAINTENANCE PERIOD, LANDSCAPE CONTRACTOR SHALL CONTACT OHNER AND ARRANGE FOR A FINAL Jt,JALK THROUGH. OJt,JNER MUST ACCEPT ALL MAINTAINED AREAS IN V'lRITING PRIOR TO END OF MAINTENANCE PERIOD. 23. ALL GROUND COVERS SHALL BE GUARANTEED BY THE CONTRACTOR AS TO GR.OV'iTH AND HEALTH FOR A PERIOD OF SIXTY (60) DAYS AFTER THE COMPLETION Of MAINTENANCE PERIOD AND FINAL ACCEPTANCE. ALL SHRUBS SHALL BE 6l!ARANTEED BY THE CONTRACTOR AS TO 6ROHTH AND HEAL TH FOR A PERIOD OF NINETY ("10) DAYS AFTER COMPLETION OF MAINTENANCE PERIOD AND FINAL ACCEPTANCE. ALL TREES SHALL BE GUARANTEED BY THE CONTRACTOR TO LIVE AND 6ROV'l IN AN ACCEPTABLE UPRl6HT POSITION FOR A PERIOD OF ONE (I) YEAR AFTER COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD AND FINAL ACC.EPTANCE 24. THE CONTRACTOR, Jt,JITHIN FIFTEEN (15) DAYS OF Jt,JRITTEN NOTIFICATION BY THE LANDSCAPE ARCHITECT, SHALL REMOVE AND REPLACE ALL GUARANTEED PLANT MATERIALS, Jt,JHICH FOR ANY REASON FAIL TO MEET THE REQUIREMENTS OF THE GUARANTEE. REPLACEMENT SHALL BE MADE V'llTH 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 ORGANIC BARK MULCH UNLESS NOTED. 26. ALL TREES TO BE PLANTED A MINIMUM DISTANCE OF, A) 15' FROM ALL STREET Ll6HT POSTS B) 5' FROM ANY SEV'iER, V'lATER OR DRY UTILITITY LINES C) 10' FROM ANY 6AS LINE OR STORM DRAIN. D.) 5' FROM ANY DRIVEY'IAY E.) 15' FROM ANY FIRE HYDRANT 21. ALL TREES PLANTED Y'IITHIN 10' FROM ANY HARDSCAPE PAVEMENT, OR CURBS SHALL RECEIVE 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 BALL. SEE ROOT BARRIER DETAIL. C\1 C) I L() ~ LO I C) m ~ MAINTENANCE EXHIBIT l)SCA \ \er son .., .... ':::. i 'G,' :; --' _,,__!-:~~=--~8 -t : _ ....... --· L LANDSCAPED AREAS TO BE MAINTAINED BY INDIVIDUAL HOMEOY'lNER. SIDEV'IALK TO ElE MAINTAINED BY THE CITY OF GAR.LSBAD. FUTURE LANDSCAPE TO BE INSTALLED 4 MAINTAINED BY HOMEOV'INER. 20 10 0 20 40 60 ---- SCALE: 1" 20' GMP JOB NO: 15-012 APPROVED FOR IRRl6ATION AND PLANTING ONLY, INCLUDIN6 PRECISE LOCATION OF PLANTING AREA 1st SUBMITTAL: 02-02-16 2nd SUBMITTAL: 04-07-16 FINAL SUBMITTAL: 04-18-16 11 A S B U I L T 11 RCE __ _ EXP. ___ _ DATE REVIE\/ED BY, INSPECTOR DATE m f_,!, f-------4~--+------~------+----+---l----1------.11 oSHEgET I c ITY o F c ARLS BAD I soHEgETS I 7IP' PLANNING DIVIS □N 40-'0 Scrrento \.''!Jii1:-:v 3!\.id, su,ts 200 SJrs Dlc90. (A 92'121 gmpimnd~ae::h,com 1 BSU 55g 897! 1------+---+----------------j----+--+-----+---l DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE PiANTING DET.S & NOTES FOR: CARLSBAD LAGOON BEACH HOMES LP-02 I APPROVED PLANNING OWN BY: CHKD BY: RVWD BY: 165-75 CHINQUAPIN AVENUE CARLSBAD, CA 92008 APN, 206-080-13 1§¼.(J 4 ~\\4 PROJECT NO. MS 15-02 ± Ze;,. K,, I DATE I DRAWING NO. 490-51 PLOT DA lE: April 14, 2016