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HomeMy WebLinkAboutDWG 491-9L; PD 16-02; 3390 HARDING STREET; 01-08C:\DRAWING FILES\T11LE SHEETS\XXXX.DWG 3/1/2016 VICINITY CITY OF OCEANSIDE HIGHWAY 78 PACIFIC OCEAN MAP A GA AVE CITY OF ENCINITAS CARLSBAD, NOT TO SCALE CITY OF VISTA CITY OF SAN MARCOS CA. PACIFIC OCEAN LOCATION MAP HIGHWAY 78 AVENUE AVENUE NOT TO SCALE CITY OF CARLSBAD LANDSCAPE MANUAL/CALIF. MWELO REQUIREMENTS: FOR LANDSCAPE JNSTALLA TIONS, COMPOST AT A RA TE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA. 1HIS MATERIAL SHALL BE INCORPORATED TO A DEP1H OF 6" INTO 1HE SOIL. SOILS Wl1H GREATER 1HAN 6¾ ORGANIC MATTER IN 1HE TOP SIX INCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING. PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED TO A FRIABLE CONDITION. ON I ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED TO MEET 1H/S REQU REMENc 1HE APPL/CATION OF ORGANIC MULCH MATERIALS MADE FROM RECYCLED OR PRECEDENCE OVER INORGANIC MATERIALS UNLESS RECYCLED OR POST-CONS POST-CONSUMER MATERLALS SHALL TAKE UMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE. AS-BUILT DRAWINGS: TECT FROM DIMENSIONS PROVIDED FINAL AS-BUil T DRAWINGS SHALL BE PREPARED BY 1HE LANDSCAPE ARCH/ BY 1HE CONTRACTOR. 1HESE SHALL BE CLEARLY DRAFTED TO THE SA TISFAC BE SUBMITTED TO 1HE CITY FOR AND KEPT IN 1HEIR POSSESSION. 7HESE WI BY 1HE CITY AS REQUIRED BY 1HE CITY OF CARLSBAD ENGINEER/NG AND PL TION OF 1HE CITY. 1HESE SHALL LL BE REVIEWED AND APPROVED ANNING DIVISIONS. LL LANDSCAPE LANDSCAPE MAINTENANCE RESPONSIBILITY: 1HE PROPERTY OWNER IS RESPONSIBLE FOR PERMANENT MAINTENANCE OF A AREAS SHOWN ON 1HESE DRAWINGS INCLUDING BOTH PRIVATE AND PUBLJC PROPERTY. DI RT DIAL TOLL FREE 1-800-422-4133 Al LEAST TWO DAYS BEFORE YOU DIG k"· """'SC§: . ,,,_,, '/i','ef& ~ '11-!.JL "-. o •,. ,.,,,,, \ -"',~~~if. "\, \ w· \ ' · ~ !:$-"l'a,:CT-.i: ~ " " ~ No. LA:~1 i( ~ Hp 12/31/'7 Jf- ~Of"OJ,.\~ ~ DA'TE INITIAL UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DESIGNER OF WORK Expiration Dote· 11/!'tl#UT /1\ DRAWING INDEX: SHEET TITLE SHEET NUMBER TITLE SHEET 1 -(L T-1) /RR/GA TION PLAN 2 -(Ll-1) /RR/GA TION LEGEND & SPECIF/CATIONS 3 -(Ll-2) /RR/GA TION DETAILS & CALCULATIONS 4-5 -(Ll-3, Ll-4) -~ PLANTING PLAN 6 -(LP-1) PLANTING LEGEND & SPECIF/CATIONS 7 -(LP-2) PLANTING DETAILS 8 -(LP-3) DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. ,A ,~,,,..~c ~ .. ,,~~ ,~ «(J,,, .... , """"'' . \ -~~-· '~ BY: KENNETH PAUL MOELLER PHONE NO: ( 760 ) ~7-"-34-'---'1-"6-"'00=------- REGISTRATION NO: __ L_A_-~4_04_1 __ EXP/RATION DA TE: 12/31/2017 WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND /RR/GA TION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFRCIENT LANDSCAPE REGULATIONS. I HA VE PREPARED THIS PLAN IN COMPLIANCE WITH 1HOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT 1HE PLAN IMPLEMENTS 1HOSE REGULATIONS TO PROVIDE EFRCIENT USE OF WATER. J,._,/ BY: KENNETH PAUL MOELLER C,,J(\~---:~,,i{"'1'~----,,,,,,, PHONE NO: ( 760 ) 734-1600 REGISTRATION NO: __ L_A_-_4_04_1 __ EXP/RATION DA TE: 12/31/2017 BACKFLOW PREVENTER TESTING: ALL /RR/GA TION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND 1HE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON 1HE CITY WEB SITE AT: HTTP:/ jWWW.CARLSBADCA.GOV /SERVICES/DEPARTMENTS/WA TER/DOCUMENTS/RECYCLEDWA TER BACKFLOWTESTERL/ST.PDF FOR RECYCLED OR HTTP:/ jWWW.CARLSBADCA.GOV /SERVICES/DEPARTMENTS/WATER/DOCUMENTS/WATER BACKFLOWTESTERLIST.PDF FOR POTABLE OR CALL (760) 438-2722. INSPECTION PROCEDURES: INSPECTION PROCEDURES: INSPECTION OF 1HE PROJECT SHALL BE PERFORMED BY 1HE LANDSCAPE ARCHITECT OF WORK, OR HIS DES/GNA TED AGENT. REFER TO 1HE SPECIF/CATIONS FOR 1HE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF 1HE WORK, THE LANDSCAPE ARCHITECT OF 1HE WORK WILL CERTIFY THAT 1HE INSTALLATION HAS BEEN COMPLETED BY SUBMlmNG 1HE "CERTIRCA TION OF COMPLETION" FORM. A REQUEST FOR A RNAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LIN£ "CERTIRCA TION OF COMPLETION" FORM E-MAIL TO: mikeelliott2®cox.net LANDSCAPE INSPECTION REQUEST PHONE LINE: (zBQ) 602-4602. PRIOR TO BEGINNING LANDSCAPE WORK: THE CONTRACTOR SHALL CONTACT 1HE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE DESIGNER OF WORK SHALL REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. ~~(~ .p~( 1~~1-~Ullt 1, ~IIT~l~UTION w~u VIIT~ -C~ Q20Q1 ~= 7C0-7)4-1 COO fX: 7CO-7)4-1 C11 APPROVED FOR CITY APPROVAL: !RR/GA TION AND PLANTING A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR THE PORTIONS ONLY, INCLUDING PRECISE OF 1HESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF 1HESE LOCA T!ON OF PLANTING PLANS IS FOR LANDSCAPE PLANTING AND /RR/GA TION ONLY. AREA. 11 AS BUILT" RCE EXP. DATE REVIE\JED BY, TITLE SHEET -LT-1 INSPECTOR DATE I SHlET I CITY OF CARLSBAD I SHEBTS I PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: 3390 HARDING STREET CARLSBAD, CA. TITLE SHEET I APPROVED: ~_.0\ g, ~i_,fr !>·1"'-i--1 PLANNING DWN BY: ,. PROJECT NO. DRAWING NO. DATE INITIAL DA'TE INITIAL CHKD BY: REVISION DESCRIPTION ,. PD-16-02/PRE-15-36 491-9L OTHER APPROVAL CITY APPROVAL RVWD BY: 1.1 / 1 \ \3/4" / 1.3 1 7.0 . 6 ,---,-\'LEX S_PA_CE -1 41 s-r-:cc ,,~ ....__. r;'' 1()'" 'I' i'l'-i P. o .e,. u, 53 .25 FF ~R PARKING SPACE 'l 8"-IC.G 2;)" ,., )< <l'-1::i" UNIT I 2-CAR GP.RAGE 20'-0"XWJ" F 6~ PAD: 62.3 UNIT 2 I I I N56 °02'1 0"E 100.00' I I l l ,,._~.aaaaj C27 NT f2L, L l,.~ f2--._ - wA/,,..L MOll/\JT.ZD ' - VISITOR PARKING SPA1:":E 2 e·.7 CIG W-1· X 9'-6" UNIT 4 2-CAR GARAGE S:'--T'CLG w..a-xzo·.c,• ~ PAD: 62.3 \ ri·, I I I -'-"' ENTRY 3/4"_ T~ . 1.3 / 4 "\~~"""'"""'""""""'~~~~-, • I I 2.1 \3/4" I UNIT S -. ~· "' , .. \ OI 2-CAR GARAGE "" l!ll 3/4" r: , I - ~ I I ' • z "' _.,. 0 0 0 cii -.J ~ , • • ~--LOCATION \_ /POSED IRRIGATION CONTRof~LER P::DESTAL MOJNTED. ELECTRICI Se LL PROVID:: I212lV POWER T n-ll5 L ATION. 7VI A I f\J Lt N l;; - 3 11 EAS:TOF vV A '-1""-t.N A/ l WATER CONSERVATION FE ATURES FOR TH E PRO JECT /TAKEN FROM CITY OF CARLSBAD LANDSCAPE MANUAL '5 SEVEN PRINCIPLESj I. PROJECT 15 DESIGNED FOR AE5Ti-lET IC5, PRACTICALITY AND WATER EFFICIENCY. 2. PLANTS USED ARE CONSIDERED FOR, (a! >-1::ATING AN COOLING ADJACENT TO STRIJCTU'<ES, lb! COLOR, INTEREST AND DROUG>-!T TOLERANCE, (c ! ORIENTAT ION AND LOCATION, AND (d! SOIL TYPE. 3. EXISTING SOIL WILL !3E TESTED, FOLLOWING ROUG!-1 GRADING AND SOIL AMENDMENTS WILL SE INCORPORATED IN CONFORMANCE WITH TEST RECOMMENDATIONS. 4. PLANTS WILL BE SELECTED AS FOLLOWS, la! PLA'JTS Ti-IA-ARE NATIVE TO n.lE REGIO'l AND WILL NOT OVERGROW Ti-lE IR LOCATIONS, (b! PLANTS WI LL BE GROUPED BASED ON WATER REQUIREMENTS AND ORIENTATION, (c ! PLANTS WILL !3E LOCATED TO TAKE ADVANTAGE OF TREE S..lADING . S. TURF IS NOT CONSIDERED FOR Ti-IE PROJECT. T>-!E EXISTING PARK ACROSS Ti-IE STREET WILL SERVE AS ADJACENT ACTIVE RECREATION FOR Tf.lE SITE. 6. IRRIGAT ION SYSTEM 15 DESIGNED EFFICIENTLY PROVIDING WATER DIRECTLY TO Tf.lE ROOT ZONE OF EAC!-1 PLANT. MAINTENANCE PERSONNEL WILL !3E RESPONSIBLE FOR 5Ci-lEDULING AND ADJUSTMENTS TO Ti-IE SITE CONTROLLER TO ALLOW FOR DEEP WATERING AND MINIMIZING ANY RUNOFF ONTO PAVED AREAS. 1. MUL0-1 MATERIAL WILL i3E USED IN ALL LANDSCAPE AREAS AT Ti-IE BASE OF TREES AND Si-lRU!3S TO PROVIDE COOLING AND TO MINIMIZE SOIL EROSION. 8. MA INTENANCE PERSONNEL WILL USE ORGANIC FERTILIZERS AND WILL REPLACE MULC!-1 MATERIAL AS IT DECOMP05::5. TREE AND SHRUB PRUNING WILL !3E PERFORMED ON A REGULAR !3A5IS TO PROMOTE ElLO:JMING AND CONTROL GROJIT!-1. WA TER PRESSURE C ALCULA TIONS a-oc NUMBER I IJJA I ER METER S IZ-:7/8" -l-YDR AULIC GRADE L INE /FTJ ILJA ,ER r--iETER =L EVATION /, TJ IELc:VATION D IFi=ERENCE /FT! l ,TATIC PRESSURE /PSI! 82 =MOTE CONTROL VAL VE • 1 I .;t-MOTE CON I ROL VAL VE SIZE 2 ' -s.C.V. DEMAND /GPM! 6.0 I OTAL DEMAND /GPM) 6.0 -<IGHEST HEAD SERVED <FT! I i TA TIC PRESSURE AT i-llG!-IEST i-lEAD ,IZE DESCRIPTION I LOW • PSI LOSS I' SERViC-LINE <T-YPE K Cu! 6.0 I 1.0 PSI ~/8 ' WATER METER 6.Z> 2 1.0 PSI 3/4 " BACKt-LOW PREVENTER 6.0 3 12.5 PSI 314" F ILTRATIO N /W.,.-E FILTER! 6.0 • 0.5 PSI NIA PRESSJRE REGULATOR I NIA • 0.0 PSI 314" BFD ASSEMBLY PIPl:--IG /BRASS WI 4 ELLS! I 6.0 ; 1.0 PSI NIA r--iAS .ER CONTROL VALVE I b.@ l 0.0 PSI NIA FLOW SENSOR I b .@ , (Z) _(Z) PSI I" SCL ATION V AL vi= /BALL T.,.-PE! I bD !:I 1.0 PSI I' 80 ,-.::ET OF MAINLIN=, SCH. 40 P VC I 6.0 I@ @.8 PSI 3 /4 ' ·45 FF;=T OF LATERAL I INE, Cl . 200 P VC I 6.0 II 2.4 PSI I' 4 -!:I@ DEGREE ELBO WS I 0.0 12 (Z).2 PSI I" REMOTE CONTROL VAL V E ! 6.(ZJ 13 4 .5 PSI 10% L A ERAL LINE LOSS NIA 14 (Z)_(Z) PSI 20% F :TTING LOSS (IN ADD ITION TO EL30WS SHOWN! I:"> 5 .(Z) PSI EL=vA TION C HANGE (P.O.C. TO HIGH=ST ,..j;=AD) 16 (?) _(Z) PSI OT .AL s.,.-STEM PRESSURE LOSS /SU:-1 OF "I THR U •16 ! 11 2!:l.!:I PSI ~RESSURE REQUIRE::> AT BUBBL =R HEAD 18 30.0 PSI OT AL PRESSURE REGL-"'2D (SUM OF "11 AND •IB! I !:I 5!:l.!:I PSI TA T IC WATER PRESSURE <FROM ABOVE! 20 B2.0 PSI , ESIDUAL PRESSL..RE !SUBTRACT "2Z> FROM "l!:IJ 21 22.1 PSI ~i=T PRV OR MCV AT ("i!:I ) 22 0@.@ PSI ~~(~ .~~( 1~~1 -~UIT! 1. ~RESSURE i300ST, IF REQUIRE:) /SET TO ACI-I IEVE 312) PSI RESIDUAL! 23 NIA PSI Chestnut Ave nu e PIH~l~UTIOH w.nv YIU.ll -C.11 Q20 Q1 NI , 7CO -7~4-1 COO +X: 7CO -7~4-1C11 GENERAL IRRIGATION PLAN NO TES, OJ EXISTING I' POTA!3LE WATER LATERAL SERVING SITE. PROTECT IN PLAC:c DU's:ING CONSTRJCTION. [Il PROPOSED I' POTA!3LE WATER METi:R SE«VING SIT::. REFER TO CIVIL ENGINEERNG PLAN. POIN-OF CONNECTION DATA, (A ) WATER PRESSURE -VARIES !3ETWE::N 08 AND 83 PSI. (!3) FLOW cROM s-REET LATERAL -12 GPM -FLOW NOT EXCE::DING 5 FPS (C! STREE, STAT IONNG FOR WATER M::TER - 33•22 i-lARDING STREET -APPROXIMATE !TAKEN FROM STREET IMPROVEMENT PLAN Du.t.. NO. 134-3! [I] INSTALL I' IRRIGATION SERVI CE LINE. NSTALL T CONN::CTION IN APPROXIMATE LOCATION 5>-IOWN. I]] INSTALL 3/4' REDUCED PRESSURE !3ACKFLOJI DEV CE DOWNSTREAM OF RRIGA-I0 1\ POINT OF CONNECTION REFER TO IRRIGATION LEG::ND, S>-IE::T Ll-2 F0-1 MANUFACTURER AND SPECIFICATIONS. IT] INSTALL I' POTABLE SERVICE _INE DOWl\5TREAM OF M::TER EXTEND POTAB LE LINE TO SERVE PROPOSED STRUCTURES. IT] INSTALL MASTER VALVE AND FLOW SENSOR DOWNSTREAM OF Ti-IE REDUCED PRESSURE i3ACKFLOW DEVICE. REFER TO IRRIGAT ION LEGEN:;, S>-!EET Ll -2 . [Il ELECTRICAL SERVICE' -o BUILDING P::R CIVIL ENGII\EERING PLAN. I]] SEW::R SERVICE TO BUILDING PER CIVIL ::NGINEERING PLAN. C: DRAWING FILES TITLE SHEETS CLSB-IP.DWG REVISED: 3 1 2016 POT ABLE WATER NOTES: L NE CITY OF CARLSBAD !-IA5 VERIFIED T>-!AT RECYCLED WATER 15 NOT AVAILA!3LE AT Ti-IE SITE. 2. T-lE CITY OF CARLSBAD !-IAS GRA'JTE:J A VARIANCE AND IS ALLOWING Ti-IE IRRIGATION SYSTEM WATER TO i3E SERVED FROM Ti-IE EXISTING PQTABLE WAER SOURCE'. CITY OF CARLSBAD WILL PROVIDE WRITTEN DOCUM::NTATI ON OF THE GRANTING OF THIS VARIANCE. 3. T-lEREFORE, THIS SYSTEM Sf.CALL !3E CONNECTED WITH POTAi3LE WATER, AND Si-lALL UTIL IZE A REDUCED PRESSURE !3ACKFLOW PREVENTER ASSEMBLY LOCATED DOWNSTREAM OF Ti-IE WATER METER REFER TO Ti-IE IRRIGA-I01\ L:cGEND, 5!-IEET Ll -2 FOR TYPE AND SP2CIFICATION 4. T-lE CITY OF CARLSBAD -JJATER DEPARTMENT HAS PROVIDED THE FOLLOWING, (A! EXISTING 6 ' POTAi3LE UATER SERVICE IN i-lARD ING STREET, /BJ T>-1:: SITE IS SERVED FROM Ti-I:: STREE T SERVICE TO Ti-IE METER WIT!-1 A I' LATERAL PIPE, I C! Ti-IE PROPOSED WATER METER 15 A I' METER, AND THE PRESSURE ZONE 15 255 -'<EFER TO CITY STREET IMPROVEMENT DRAWING 134-3, Si-lEET S. SEE Sl-lEETS Ll-2 Tl-lROUGl-l Ll-4 FOR IRR IGATION LEGEND, DETA IL S NOTES AND CALCULAT IONS. DA TE INITIAL DESIGNER OF WORK Expiration Date: 12/Jl/!017 I REC':JVEO DEC O ii 2017 CITY OF CARI-SM~ PL.ANN /MG .f'J/"/113j/::if i 0 4 8 16 I I I SCA LE: 1/8"=1'-o" IRRIGATION PLAN DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LI-1 I SH2T I APPRO VEO FO F~ !RR/GA T!ON ANO PLANTI NG ONLY, INCLUDING PRECISE LOCA T/01\J OF PLANTIN G AREA. " AS B U I LT" ~ I, ,;Z./ 7 DATE RE@(BY: J fy ~;H k INSPECTOR DATE CITY OF CARLSBAD I SH8TS II PLANNING DIVISION ' LANDSCAPE IMPROVEMENT PLANS FOR: 3390 HARDING STREET CARLSBAD, CA . . APPROVED : [0_/ &_ PJI =* (\. z:.<z:,-1 1 PLANNIN G • ' ' OWN BY: ,. PROJECT NO. DRAWING NOJ CHKD BY: ,. PD-16-02/PRE-15-36 491-9L I RVWD BY: I I IRRIGATION MATERIAL LEGEND SYMBOL MANUFACT. RAINBIRD HUNTER NO SYMBOL HUNTER ® K.8.1. ~ NIBCO MODEL NO./ DESCRIPTION GPM RWS-B-C-1402 SERIES BUBBLER W/ RWS SOCK .50 (1.0) EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE HE-20T THREADED POINT SOURCE PRESSURE COMPENSATING DRIP EMITTERS (2.0 GALLONS PER HOUR), ONE EMITTER FOR EACH 5 GALLON SHRUB -SEE DETAIL FOR FINAL EMITTER HEIGHT ABOVE GRADE RIGID RISER POLETHYLENE RISER WITH THREADED BASE AND THREADED EMITTER ON TOP -12" LENGTH PSI RADIUS 30 NIA 3/4" SCHEDULE 80 PVC BALL VALVE FOR MANUAL DRIP FLUSHING ----------------------~ Tl-8 BRASS GATE VALVE-1" SIZE -SET IN 10' DIAMETER GREEN VALVE BOX DETAIL J/Ll-4 I/Ll-3 I/Ll-3 K/Ll-4 H/Ll-3 SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL MANUFACT. 3M K.B.I. K.B.I. MODEL NO. I DESCRIPTION GPM PSI RADIUS DETAIL DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS (UL APPROVED) ----------~ DILl-3 KSC-XXX-S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLERS ----~-----NIA KC-XXX-S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE, ---------NIA WHEN RCV IS HIGHER THAN THE SPRINKLERS NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (UL APPROVED) ALL CONTROLLER WIRING SHALL BE COLOR-CODED AND -------NIA LABELED AT THE CONTROLLER AND ALL JUNCTION AND VALVE BOXES, TO CORRESPOND WITH PROPER CONTROLLER AND STATION. CONTRACTOR SHALL RUN ONE SPARE CONTROL WIRE TO LAST VALVE BOX AT ALL MAINLINE ENDS. MINIMUM COVER OF 18" OR SAME DEPTH AS MAIN LINE. @ RAIN BIRD 3-RC SERIES, 3/4" QUICK COUPLER VALVE, INSTALL IN 10" ROUND VALVE BOX -GREEN ------------~----- 1" PGA SERIES PLASTIC REMOTE CONTROL VALVE-GLOBE STYLE ----------------------- E/Ll-3 NO SYMBOL CARSON ALL VALVE BOXES SHALL BE GREEN PLASTIC WITH STAINLESS STEEL BOLTS, NUTS AND WASHERS ---------------E,F,H/Ll-3 K,ULl-4 • RAIN BIRD L/Ll-4 fill EXISTING EXISTING POTABLE WATER METER SERVING SITE. VERIFY SIZE AND LINE PRESSURE PRIOR TO INSTALLATION OF IRRIGATION SYSTEM NIA ~ RAIN BIRD XCZ-075-PRF LOW FLOW REMOTE CONTROL ZONE VALVE KIT (INCLUDES PR RBY FILTER), INSTALL ONE VALVE F/Ll-3 (a FEBCO 314" REDUCED PRESSURE BACKFLOW PREVENTER-825Y SERIES. INSTALL WITH GUARDIAN GE .5 BACKFLOW ENCLOSURE -TAN COLOR G/Ll-3 INSTALL 314" WATTS PRESSURE REGULATOR LFN-250 DOWNSTREAM OF THE BACKFLOW DEVICE. INSTALL VERTICALLY AND SET IN SE PARA TE RETANGULAR GREEN PLASTIC BOX AS APPROVED PVC PIPE 3/4" SCH. 40 AS LATERAL LINES 12" BELOW GRADE BILl-3 PRESSURE AS INDICATED ON THE PRESSURE CALCULATIONS @I HUNTER I-CORE SERIES CONTROLLER -IC-1200-SS/PED-SS MOUNTED IN STAINLESS STEEL HUNTER PEDESTAL. ATTACH HUNTER WIRELESS SOLAR SYNC ---NLl-3 SENSOR ON TOP OF ADJACENT WALL ABOVE PEDESTAL. CONTRACTOR SHALL COORDINATE WITH ELECTRICIAN TO INSURE THAT 120V POWER ------AS APPROVED PVC PIPE 1" SCH. 40 SOLVENT WELD AS MAINLINES 18" BELOW GRADE ----------------------BILl-3 IS PROVIDED. INSTALL REMOTE CONTROL WIRES IN RIGID CONDUIT TO CONTROLLER AS SHOWN IN DETAIL. ------AS APPROVED ------PVC PIPE SCH. 40 AS SLEEVING. TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. ----------------~ C/Ll-3 I]] HUNTER FLOW-CLIK FLOW SENSOR -FCT-100, INSTALL FLOW SENSOR CABLE IN CONDUIT FROM SENSOR TO CONTROLLER LOCATION. PROVIDE SENSOR MODULE AT CONTROLLER. ------NILl-4 PLACE BELOW ALL PAVING, HARDSCAPE ETC. AND AS SHOWN ON THE SLEEVING DETAIL LANDSCAPE IRRIGATION SPECIFICATIONS: A. GENERAL NOTES 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE NOTES. THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. UTILITY AND STRUCTURE LOCATIONS AND SERVICES SHOWN ON THESE PLANS ARE APPROXIMATE ONLY. DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER. 3. CONTRACTOR SHALL OBTAIN PERTINENT ENGINEERING AND ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK BEFORE BEGINNING THE WORK. 5. IRRIGATION DESIGN IS DIAGRAMMATIC. ALL EQU!PMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 6. THE CONTRACTOR SHALL NOT WILLFULLY IN SALL ANY EQUIPMENT SHOWN ON THE PLANS WHEIN IT IS OBVIOUS TIN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT ARE NOT ON THE PLANS. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR RESOLUTION. 7. ALL PIPING UNDER PAVED AREAS SHALL BE INSTALLED IN SLEEVING AS SHOWN ON THE IRRIGATION DETAILS. 8. THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER. 9. IRRIGATION SYSTEM HAS BEEN DESIGNED BASED ON THE EXISTING STATIC WATER PRESSURE OF 82 PSI (DOWNSTREAM OF THE WATER METER). CONTRACTOR SHALL VERIFY THIS PRESSURE PRIOR TO COMMENCING WORK AND SHALL CONTACT THE LANDSCAPE ARCHITECT IF EXISTING PRESSURE IS NOT AS DESIGNED. 1 O.SUBMITTAL OF AS-BUILT SHALL BE AS REQUIRED BY THE ENGINEERING AND PLANNING DIVISIONS. FINAL AS-BUILT PLANS SHALL BE PREPARED BY THE LANDSCAPE ARCHITECT FROM CONTRACTOR PROVIDED DIMENSIONS. THESE SHALL BE CLEARLY DRAFTED TO THE SATISFACTION OF THE CITY AND SUBMITTED TO THE CITY FOR KEEPING. FINAL AS-BUILT PLANS SHALL BE APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES. 11.CONTRACTOR SHALL WARRANTY ENTIRE IRRIGATION SYSTEM FOR A ONE YEAR PERIOD FROM THE DATE OF FINAL ACCEPTANCE OF THE INSTALLATION BY THE CITY AND LANDSCAPE ARCHITECT. 12. WATER SERVICE INSTALLATION SHALL COINCIDE WITH INSTALLATION OF PLANTING TO MINIMIZE MANUAL IRRIGATION APPLICATION. [3Z] RAINBIRD 1" PGA SERIES PLASTIC MASTER CONTROL VALVE -GLOBE STYLE -NORMALLY CLOSED. INSTALL MASTER VALVE CABLE IN CONDUIT FROM MASTER VALVE TO CONTROLLER PROGRAM CONTROLLER FOR MASTER VALVE USE. ______ M/Ll-4 ~---CONTROLLER/VALVE NUMBER 25 ~G.P.M. ffi ~---VALVE SIZE 3. PIPING SHALL BE AS APPROVED BY THE CITY OF CARLSBAD ANO SHALL BE AS FOLLOWS: ( a) MAINLINE PIPING -SCHEDULE 40 FOR 1-1 /2'' OR SMALLER, (b) LATERAL PIPING -CLASS 200-MINIMUM OR SCHEDULE 40 FOR SMALLER PIPING. PIPING BETWEEN THE WATER METER AND BACKFLOW PREVENTER SHALL BE SCHEDULE K HARD COPPER. 4. PIPE SLEEVES SHALL BE SCHEDULE 40 FOR NON-ROAD PAVING ANO SHALL BE A MINIMUM OF TWO TIMES THE LINE SERVED. USE SCHEDULE 80 SLEEVES FOR ROADWAY PAVING SLEEVES. 5. AUTOMATIC CONTROLLER -CONTROLLER SHALL BE CAPABLE OF DUAL PROGRAMMING AND SHALL HAVE MULTIPLE CYCLE START CAPACITY. 6. POTABLE WATER QUICK COUPLERS SHALL BE LUG TYPE. C. IRRIGATION INSTALLATION 1. WATER SERVICE POINT OF CONNECTION SHALL BE INSTALLED PRIOR INSTALLATION OF ANY PLANT MATERIAL. 2. EQUIPMENT LOCATIONS INDICATED ARE DIAGRAMMATIC AND SHALL BE MODIFIED AS NECESSARY TO MEET EXISTING CONDITIONS. 3. SPRINKLER LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX INCHES FROM EACH OTHER AND FROM OTHER UTILITY LINES. DO NOT INSTALL PARALLEL LINES DIRECTLY OVER ONE ANOTHER. 4. PROVIDE TRENCHING MA TERI AL AS SHOWN ON THE TRENCHING DETAILS AND AS APPROVED BY THE OWNER. 5. ALL PIPING SHALL BE INSTALLED BELOW GRADE EXCEPT FOR DRIP IRRIGATION RISERS. PIPING DEPTHS SHALL BE AS SHOWN ON THE TRENCHING DETAIL ON 6. SLEEVES FOR IRRIGATION PIPING SHALL BE INSTALLED WHERE INDICATED DRAWINGS BENEATH PAVED AREAS. SLEEVING DEPTHS SHALL BE AS SH THE SLEEVING DETAIL. REMOTE CONTROL WIRING SHALL BE INSTALLED I OWN ON N SEP ARA TE PVC SLEEVES. 7. PVC PIPING SHALL BE CUT USING APPROVED PVC PIPE CUTTERS ONLY. JOINTS WILL NOT BE PERMITTED. 8. PVC PIPING SHALL WE WIPED WITH PVC PRIMER BEFORE WELDING SOLVE APPLIED. WELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES T BEFORE MOVING OR HANDLING. 9. SNAKE PIPE FROM SIDE-TOSIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. 10. WATER SHALL NOT BE ALLOWED IN PIPE UNTIL INSPECTIONS HAVE BEEN COMPLETED AND A PERIOD OF 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING AND CURING. 11. FOR BRASS PIPING USE POWER HACKSAW OR CIRCULAR CUTTING MACHINE. SAWED NT IS 0 SET 15. INSTALL REMOTE CONTROL VALVES WITH A 2" MINIMUM CLEARANCE FROM THE FLOW CONTROL STEM AND THE BOTTOM OF THE VALVE BOX COVER. 16.CHECK VALVES SHALL BE INSTALLED TO PREVENT LOW HEAD DRAINAGE. INSTALL AT BASE OF HEAD OR INLINE. 17. CONTRACTOR SHALL INSTALL LOCKING VAL VE BOXES AND SHALi_ INSURE THAT BOXES ARE LOCKED DOWN PRIOR TO COMPLETION. 18.CONTRACTOR SHALL MAINTAIN THE SITE IN A NEAT MANNER AND DAILY REMOVE UNSIGHTLY IRRIGATION DEBRIS AND CONTAINERS. EQUIPMENT STORAGE SHALL BE LOCATED IN AREAS THAT ARE NOT VISIBLE FROM THE STREET. D. IRRIGATION INSPECTION AND MAINTENANCE 1. THE MAINLINE SHALL BE PRESSURE TESTED AT 150 PSI FOR A PERIOD OF FOUR HOURS. THIS TESTING SHALL BE APPROVED BY THE OWNER PRIOR TO BACKFILLING TRENCHES. 2. INSPECTION OF IRRIGATION WORK SHALL OCCUR AS DIRECTED BY THE OWNER AND THE CITY OF CARLSBAD AND SHALL INCLUDE: (a) PRESSURE TESTING OF MAINLINE, (b) DURING INSTALLATION OF VALVES, REMOTE CONTROL WIRING, IRRIGATION CONTROLLER AND IRRIGATION POINT OF CONNECTION (c) WHEN IRRIGATION SYSTEM IS COMPLETED, AND (d) UPON COMPLETION OF THE MAINTENANCE PERIOD. 3. CONTRACTOR SHALL PROVIDE WEEKLY MAINTENANCE OF THE IRRIGATION SYSTEM DURING THE MAINTENANCE PERIOD. 4. WEEKLY MAINTENANCE SHALL INCLUDE: (a) INSPECTION OF IRRIGATION EMITTERS, (b) INSPECTION OF VALVES AND ABOVE GROUND EQUIPMENT, AND (c) INSPECTION OF CONTROLLER PROGRAMMING. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING IRRIGATION PROGRAMMING AND SHALL MAKE ADJUSTMENTS, AS REQUIRED, TO COINCIDE WITH WEATHER DEMANDS. 6. A LANDSCAPE AUDIT SHALL BE CONDUCTED BY A THIRD PARTY CERTIFIED LANDSCAPE IRRIGATION AUDITOR. THE AUDIT SHALL INCLUDE BUT NOT LIMITED TO -INSPECTION, SYSTEM TUNE-UP, SYSTEM TEST WITH DISTRIBUTION UNIFORMITY, REPORTING OVERSPRAY OR RUN-OFF THAT CAUSES OVERLAND FLOW, AND PREPARATION OF AN IRRIGATION SCHEDULE, INCLUDING CONFIGURING IRRIGATION CONTROLLERS WITH APPLICATION RATE, SOIILS TYPES, PLANT FACTORS, SLOPE, EXPOSURE AND ANY OTHER FACTORS NECESSARY FOR ACCURATE PROGRAMMING. IRRIGATION LEGEND & SPECIFICATIONS -LI-2 ~~(~ .p~( l~tl-iUITI 1, ~IIT~l~UTIOH w~v VIIT~ -C~ Q2001 NI, 7CO-7J4-l COO fl, 7C0-7J4-1Cll APPROVED FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE 13.CONTRACTOR SHALL SUBMIT LIST OF IRRIGATION EQUIPMENT TO BE USED WITH ACCOMPANYING CATALOG CUT SHEETS. THESE SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF THE IRRIGATION WORK. 12 CONTRACTOR SHALL USE TEFLON TAPE FOR ALL THREADED PIPE CONNECTIONS. /1\ I SH3T I CITY OF CARLSBAD I SHBTS I PLANNING DIVISION B. IRRIGATION EQUIPMENT 1. IRRIGATION EQUIPMENT (MANUFACTURER AND TYPE) SHALL BE AS SPECIFIED IN THE IRRIGATION MATERIAL LEGEND ABOVE. 2. REDUCED PRESSURE BACKFLOW DEVICE -DEVICE SHALL BE APPROVED BY THE CITY OF CARLSBAD AND SHALL COMPLY WITH ALL HEAL TH AND SAFETY CODES AS REQUIRED BY THE CITY OF CARLSBAD UTILITY AND MAINTENANCE DEPARTMENT. C: DRAWING FlLES TITLE SHEETS CLSB-IP.OWG REVISED: 3 1 2016 13. CONTRACTOR SHALL PROGRAM THE IRRIGATION CONTROLLER AS DIRECTED BY THE OWNER WITH MULTIPLE START TIMES AND OVERLAPPING SCHEDULES. 14. CONTRACTOR SHALL PROVIDE ONE CONTROL WIRE AND ONE COMMON GROUND WIRE TO SERVE EACH REMOTE CONTROL VALVE. PROVIDE A 4 FOOT EXP ANSI ON LOOP AT EACH VAL VE TO PERMIT REMOVAL AND MAINTENANCE OF VALVES. ~ '·''"''"-'~ J;. . , ~'f,;/j'"' p;JJL J.to~/.Pot ,,,,..,.~~l:'. l"' _,,/\ \" ·~ = "ce~'3t..-. @ -1 ii No. ~0-4'r' ;'t.. -= ~ C,p ,2/:il/17 . "' ~o,-d,;,a-.,,, DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION Expiration Dote:11{111{2017 LANDSCAPE IMPROVEMENT PLANS FOR: 3390 HARDING STREET CARLSBAD, CA. I APPROVED: t~( lr-BL.Jt I $-"t-1<., PLANNING OWN BY: .. PROJECT NO. DRAWING NO . DATE INITIAL DATE INITIAL CHKD BY: "" 491-9L OTHE:R APPROVAL CITY APPROVAL RVWD BY: PD-16-02/PRE-15-36 1 . . . . ... . .. , I I-ITT-TT '---------J 4 8 G) ST AINU:SS STEEL ENCLOSURE. @ AUTOMATIC CONTROLLER, SEE LEGEND @ ON/OFF DISCONNECT SWITCH W/ 110 V. GROUNDED OUTLET. @ MOUNTING FLANGE WI 60L TS TO 6E SET IN b' MIN. THICK. CONCRETE PAD. @ FINISH GRADE. @ 11121. V ELECTRICAL SERVICE IN RIGID CONDUIT SLEEVE TO POWER SOURCE PER LOCAL CODE. (Z) 2-3" DIA PVC. SCH 13121 LONG SWEEP ELLS FOR LOW VOLT AGE CONTROL WIRES. @ 1/2" X 8' COPPER GROUNDING ROD, CONNECT TO 11121 V. OUTLET PER MANUFACTURER'S RECOMMENDATIONS. @ RAIN SHUT -OFF SWITCH IN VANDAL RESISTANT ENCLOSURE PROTECT FROM SPRINKLER SPRAY. 0 PEDESTAL CONTROLLER A 1--c-:-No-=-=-sc-=-A-:-:-L-=E------------------- --------FINISf-1 GRADE -SET BOX I" ABOVE FINl&f-1 GRADE BEFORE INSTALLATION OF SHREDDED MULCH PVC MAINLINE 5£E LEGEND AND I NOTES FOR TYPE AND DEPTH REQUIRED 0 0 ---PLASTIC 10" ROUND VALVE BOX WITf-1 T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT -GREEN BOX QUICK COUPLING VALVE, SEE lllllllli'II LEGEND FOR BRAND AND MODEL ,--\ffill.l'fllfl1il-·---3/4" CRU&f-1ED GRAVEL, 4" MINIMUM DEPTH "-----LANDSCAPE FABRIC TO ~I COVER BOTTOM AND ALL :.;; SIDES OF VALVE BOX 0 ~ BRICK SUPPORTS, 3 REQUIRED -..-------LASCO SNAP-LOK PVC SWING JOINT W/ MALE BRASS ST AB I LIZER ELBOW AND SNAP-LOK COLLAR 3/4" QCV USE MODEL Gl3T-310 I" QCV USE MODEL Gl3S-310 PVC IRRIGATION MAINLINE '--------.ir---ir-L-=_J:=d---SCf-1 80 PVC SxSxT TEE FITTING, MAINLINE x QCV INLET SIZE ....._---REBAR STAKES, 1/2" DIAMETER x SECTION VIEW -N.T.S. 24" LONG, TWO REQUIRED NOTE, USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. ~ QUICK COUPLER VALVE ~/--,-:-No=-=-sc:C-CACC-LE=------------------- (D PLASTIC VALVE 60X W/ BOLT-DOWN COVER. Q) 2" IN SHRUB AREAS. (2l BRASS BALL VAL VE @) SCHEDULE 8121 PVC UNION. @ PVC SCH. 4121, 4B ELL <TYP.J @ PVC PRESSURE MAINLINE PIPE. 7 (D 4" MIN. CRUSHED ROCK -DEPTH. 2 @ 2" X 4 "BRICK OR CONCRETE BLOCKING. ~ DEPTH-SEE TRENCHING DETAIL. (@SCHEDULE 8121 PVC NIPPLE VALVE SIZE BOX SIZE 3/4" -I" 1121" ROUND II' X 11' I 1/2' -2' IB" X 21" 2 1/2" + 0 BRASS BALL VAL VE 1-j 1---NO--------c-SC-A,.,..L,-E-----'-----'----------- C: DRAWi G FILES TITLE SHEETS CLSB-IP.DWG REVISED: 3 1 2016 ,::, :z r: b' MIN 2 (i) SATURATE AND COMPACT 6ACKFILL TO '3121%. ~. .. ... .• CV FINISH SURFACE. G) NON-PRESSURE LATERAL LINE. @ PRESSURE MAIN LINE. @ DIRECT 6URIAL, LOW VOLT AGE CONTROL WIRES, 6UNDLE AT 1121 FT. O.C. HARD WIRE AT CONTROLLER. NOTE, I. SEE SLEEVING DETAIL FOR TRENCHING IN PAVED AREAS. 2. INSTALL TRACER WIRE PARALLEL WITH MAIN LINE WHERE CONTROL WIRES DO NOT OCCUR. 0 TRENCl-llNG DETAIL B 1---------N o SCALE PVC PIPE, SIZE PER PLANS, TYPE PER LEGEND USE STANDARD BOX OPENINGS FOR PIPE,., PO NOT CUT oOX BRICK SUPPORTS, 4 REQUIRED SCH 80 T.O.E. NIPPLE WITH COUPLING .---PRESSURE REGULATOR .----u.YE FILTER BOX AT RIGHT ANGLE TO ADJACENT HARPSCAPE EDGE. --FINISHED GRAPE BEFORE INSTALLATION OF SHREDDED MULCH. --~-24' WIRE LOOPS AND 3M PBY-b WATERPROOF WIRE CONNECTORS -!iJt~~ttL1L_.;--.......__SCH. 80 PVC SLIP '.l0 DEGREE ELL 'r7~SCH. 40 PVC PIPE OR SCH. 80 T.O.E. NIPPLE WITH D.I. SERVICE TEE ~!!j.11..c::,. ---TAPE WIRES TO PIPE SCH. 80 PVC SLIP TEE ELECTRIC REMOTE CONTROL.-~ VALVE, SEE LEGEND FOR TYPE ~--3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH ~---LANDSCAPE FABRIC TO COVER BOTTOM AND ALL SIPES OF VALVE BOX SPARE CONTROL WIRE, LOOP --~ 48" LENGTH INTO EACH RCV BOX SECTION VIEW • N. T .S. 0 DRIP RCV ASSEMBLY F 1------~--N o SCALE ------POINT SOURCE DRIP EMITTER G) : µ;:.::;;::;.,1-----{4 I ~----1!:, ~-'9-'1---,b b" ALL SLEEVES LESS THAN 3" DIA SHALL 6E SCH. 4121 PVC <PEDESTRIAN WALKSJ AND SCH. 8121 PVC 6ENEATH VEHICULAR DRIVEWAYS AND SHALL 6E TWICE THE DIA OF THE WORKING PIPE. (D HARDSCAPE SURFACE. (1) CLEAN BACKFILL AS REQ. TO BE SET IN b" LIFTS. G) CLEAN SAND. @ LATERAL LINE W/ SLEEVE. @ PRESSURE MAIN LINE WI SLEEVE. @ CONTROL WIRES , RELAY WIRE SLEEVE. INSTALL TRACER WIRE PARALLEL WITH MAIN LINE WHERE CONTROL WIRES DO NOT OCCUR. G) MIN. DEPTH, 113' UNDER WALKS. 36" UNDER DRIVEWAYS. ALL SLEEVES TO RUN A MIN. OF 12" 6EYOND HARDSCAPE EDGES. ~---LOW VOLTAGE WIRES, 3 MAXIMUM r ~WIRES PASS THROUGH GROOVES IN TU6E / LID TO ALLOW LID TO CLOSE ~:l::J::--~--CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TU6E 1-----POL Y TUBE PRE-FILLED WITH WATERPROOF GEL --LOCK TA6S PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED 1/SCOTCHLOK ELECTRICAL SPRING CONNECTOR. WIRES SHALL 6E 1.:U~I PRE-STRIPPED OF 1/2" OF THE 11111 NOTE, INSULATION PRIOR TO INSERTION INTO THE CONNECTIOR TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY. SCOTCHLOK CONNECTOR AND WIRES INSERTED INTO TU6E UNTIL THE CONNECTOR PASSES LOCK TABS WIRE CONNECTOR Sf-1ALL BE A 3M DBY-b DIRECT BURY SPLICE KIT. KIT Sf-1ALL INCLUDE A SCOTCf-1LOK Y SPRING CONNECTOR, CLEAN 6ACKFILL SHALL 6E CLASS A CLEAN FILL SAND. A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL. TUBE Sf-1ALL BE SUPPLIED PRE.FILLED WITf-1 GEL. DIRECT BURY SPLICE KIT Sf-1ALL BE USED TO ELECTRICALLY CONNECT 2 -3 •14 OR 2 •12 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES Sf-1ALL REQUIRE A LARGER APPROVED WIRE CONNECTION. fr'\ SLEEVING DETAIL ~t--c-cNo-=-=-sc,:--Ac;-L=-E------------------ fn'\ WIRE CONNECTOR DETAIL ~1--~NO--------c-SC-Ac:-Lc----E----'-----'-------'------- - 11111~1' ~---\5 COPPER AND/OR BRA$$ CONSTRUCTION TO HERE. REDUCED PRESSURE BACKFLOW DEVICE NO SCALE G) APPROPRIATE SIZED COPPER OR THREADED BRASS PIPE -CONNECT TO EXISTING WATER LINE ® COPPER '.l0 ° ELL SWEAT OR THREADED BRASS. @ NO.I 6ALL VALVE -6RASS BODIED. (±) REDUCED PRESSURE BACKFLOW DEVICE. @ THRUST 6LOCK <TYPICAL!. ® N02 BALL VALVE. G) METAL ENCLOSURE -SEE IRRIGATION LEGEND. CONSTRUCTION NOTES, I. REDUCED PRESSURE PRINCIPLE ASSEM6LIES SHALL 6E AS APPROVED BY Tf-!E WATER DISTRICT HAVING JURISDICTION AND SHALL BE INSTALLED IN SUCH A MANNER THAT THEY SHALL BE READILY ACCESSIBLE FOR INSPECTION AND REPAIR 2. STRAINERS SHALL NOT BE INSTALLED BEFORE NO. I BALL VALVE. 3. ALL JOINTS SHALL BE THREADED OR BRAZED. <BRAZING SHALL BE WITH LEAD FREE OR SIL VER SOLDER!. 4. REQUIRED MAINTENANCE OF THE ASSEMBLY AND ASSOCIATED PIPING SHALL NOT BE PERFORMED BY THE WATER DISTRICT. B. AS REQUIRED BY THE CITY OF CARLSBAD, ALL PIPING BETWEEN THE WATER METER AND BACKFLOW PREVENTER SHALL BE SCHEDULE K HARD COPPER. ~~(~ .p~( 1l~1-1UIT~ 1. DIH~liUTION w~v VIH~ -C~ Q2001 NI, 7CO-7J4-1COO fl, 7CO -7J4-1 C11 WITH THREADED INLET <SEE LEGEND FOR SPECIFICATION) - INSTALL I" ABOVE FINISH GRADE ~~~~~~~~~~~~~~~r--AND COVER WITH MULCH PVC SUB-LATERAL LINE -1/2" SIZE 12" BELOW FINISHED GRAPE APPRO VEO FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. ~ 3' MULCH LAYER 111 111 111111 111r 111;;;111;;;111f" FINISH GRAPE PVC FITTING (SxSxT TEEJ PVC LATERAL LINE -SIZE lllllllllllllllf llllllllllll~f UNDISTURBED SOIL 11111 i' I I 11 i' I Ir 11111 i' I I 11 i' I Ir SIZE· LATERAL x LATERAL x 1/2\" PER PLAN -12" BELOW--=:i:o.r==fr=~=I=;::,r==''=~ FINISHED GRAPE "AS BU I LT" 1~-----FLEXIBLE RISER !HUNTER RIGID RISERJ 12" LENGTH -ADJUST TO FINAL GRAPE ~---PVC FITTING (SxT ELLJ SIZE, 1/2' x 1/2" ~PVC LATERAL LINE -1/2" SIZE ..____,_ __ ~ 12" BELOW FINISHED GRAPE • 3" FROM EDGE OF ROOT6ALL SECTION VIEW -N. T .S. POINT SOURCE DRIP EMIOTTER ON FLEX RISER W/ PVC FITTING <SxT ELLJ SIZE, 1/2" x 1/2" -----0 DRIP CONNECTION/PIPING -TYPICAL LAYOUT NO SCALE FLAN VIEW -N. T .5. RCE EXP. DATE REVIEWED BY: IRRIGATION DETAILS -11-3 INSPECTOR DATE 1 I SH4T I CITY OF CARLSBAD I SHBTS I PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: 3390 HARDING STREET CARLSBAD, CA. -(%.,QA (;:c:, E:\Ls,-\t , """""""1--"--·--+---f--------------l------i----l.---l....------l 1-AP_P_R_o_vE_D_: --1..="""'(lf--'==-=-"""''-ll.-- l---t--~--------------l----1---1----l---1 PLANNING 1--D~A=TE.-+=1N=ITIA~L-+---------------l---l----l-------l-----l ~D;;;W:;::N::::;B:;:Y;:::: ==.,.=:;-;:::==P=R=o=JE=c=T=N=o=. ==;-;:::D=R=Aw=1=NG=N=O. DATE INITIAL DATE INITIAL CHKD BY: .,. DESIGNER OF WORK Expiration Date:11/Sl/)017 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PD-16-D2/PRE-15-36 491-9L J 6 FINISH 8RADE. WATERING! BASIN. FLANT ROOTBALL. 2 (J) 5 NOTES I. LOCATE FLOOD 6UBBLER ON I-IIGI-I SIDE OF TREE BASIN WHEN INSTALLED ON A SLOPE CONDITION. 2. ROUTE LATERAL PIPING AS REQUIRED AROUND ROOT6ALL OF TREE. NOTE, INSTALL TWO BUBBLERS FOR EACH TREE. (INSTALL ON UFHILL SIDE OF TREEJ. LOCATE FIFE SLEEVE 6 INCHES ( 6 'J CLEAR OF ROOTBALL. FVC LATERAL LINE AND PVC SCHEDULE 40 FITTIN8S. <TYPICAL! RAINBIRD RWS ROOT WATERING! SYSTEM. TWO !2! FER TREE. PVC LATERAL LINE TO FLOOD BUBBLER. (LENGTH AS REQUIRED!. SUB-SURFACE BUBBLER DETAIL -TREES NO SCALE CD FLASTIC VAL VE BOX WITH 2'-b' EXTENSIONS AND LOCKING LID. ® Q) WATERFROOF CONNECTIONS. ) @ MAIN LINE. @ REDUCING COUFLING AT DISTANCE EQUAL TO IOX FIFE DIAMETER UFSTREAM FROM FLOW SENSOR. ® 2' IN SHRUB AREAS. @ FINISH GRADE. G) EXTENSION. 9 ® JUMBO BOX. ® REDUCING! COUPLING AT DISTANCE EQUAL TO BX FIFE DIAMETER DOWNSTREAM FROM FLOW SENSOR. @ 6' DEEF 3/4" CRUSHED ROCK SUMP. ® TWO !2! CONDUCTOR SHIELDED CABLE CONNECTION TO TRANSMITTER. @ FLOW SENSOR. @ BLACK 10 X FIFE 5 X FIFE DIA.MIN. DIA MIN. (@ RED. ® BARE. 0 FLOW SENSOR DETAIL N f---N-0-SC~AL~E------------------- C: DRAWING FILES 11llE SHEETS CLSB-IP.DWG REVISED: 3 1 2016 .-----BALL FLUSH VALvE WITH BRASS HOSE ADAFTER SEE LEGEND FOR SPECIFICATION .----PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. FINISHED 8RADE IN SHRUB AREAS (PRIOR TO INSTALLATION OF MULCH! SCH 80 PVC NIPPLE 3/4' x LEN8TH AS REQUIRED :8:J----BRICK SUPPORTS ~--LATERAL LINE c__ ______ LANDSCAFE FABRIC L_--------3;4• ROCK, I CUBIC FT. c__ _________ PVC S x TELL '------------'4 x 30' REBAR STAKE SECTION VIEW -N.T.5. .-----FINISH 8RADE -FLUSH WITH TOP OF MULCH ~-FLASTIC RECTAN8ULAR VALvE BOX WITH BOLT DOWN COYER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE FLACED AT RIGHT AN8LE TO HARDSCAFE EDGE . 111 11~~:~~~~~~~~~~~1~111~1 11~11;1 11111 i' I I I I I I Ill I 1111111• 11111111111 llllfflllllllfflll1!R1!1111?-'\f'::::W=--.n: 24' WIRE LOOF a;H?i:~r---vALVE ID TAG! ~----PVC S x T ELL SCH 80 FVC '-----l I--11~---CONTROL VAL VE sc----SCH 40 FVC RISER ~::;J-~-BRICK SUFFORTS, 4 REQUIRED □i-----SCH 80 FVC SLIP TEE MAINLINE FITTING c__ _______ 3/4' CRUSHED GRAVEL TWO CUBIC FEET ~--------LANDSCAFE FABRIC SECTION VIEW -N. T .5. CD FLASTIC VALVE BOX WITH ® LOCKING LID. 0 CONTROL WIRE WITH ® 24' EXFANSION COIL. (J) @ FINISH GRADE. ® 0 WATERTIGHT CONNECTORS. ® 2 l~I I ~I Ii' I TITI I trJI 1-ffi' 111 i'I 8 7 SCH. W UNION AND NIPPLES <TYFICAL!. 4' MIN. CRUSHED ROCK. BRICK OR CONCRETE BLOCKING. MAINLINE -SEE TRENCHING! DETAIL. MASTER CONTROL VALVE. 0 MANUAL FLUSf-l VAL VE K 1-----,N:cco=-ec-=-=-=AL-:-cE=-------------------- ~ REMOTE CONTROL VAL VE ~f---N~O-SC----,AL~E----------------0 ,__M_AS_T_E_R_V_A_L_V_E ________ _ NO SCALE ~ 1·· ·~1 G I Uo: I ![: I --f-f1DROZONE 2 c-J ,.,---.,...~ Ll---l :: :1 ,I I :1 I 11 I I 1 1: i I I' t,----~ ,1 --4-::"S I :1 '1 i' ,1 " I I I-w w (l,' I-(j) I..') z Q (l,' <[ ::r ' ' 'I I I I I WATER EFFICIENT LANDSCAPE WORKSHEET HYDROZONE# HYDROZONE DESCRIPTION IRRIGATION METHOD PLANT FACTOR 1 LOW WATER USE PLANTS DRIP EMITTERS 0.3 2 MODERATE WATER USE PLANTS DRIP EMITTERS 0.5 3 MODERATE WATER USE PLANTS DRIP EMITTERS 0.5 4 LOW WATER USE PLANTS DRIP EMITTERS 0.3 5 MODERATE WATER USE PLANTS DRIP EMITTERS 0.5 6 MODERATE WATER USE PLANTS DRIP EMITTERS 0.5 7 MODERATE WATER USE TREES BUBBLER$ 0.5 TOTAL f-lYDROZONE S -~ ' 1: 1 f-lYDROZONE 4 IRRIGATION HYDROZONE DIAGRAM NO SCALE %TOTAL OF HYDROZONE AREA LANDSCAPE AREA 3795.F. 12.7 % 311 S.F. 10.5 % 7485.F. 25.1 % 5155.F. 17.3 % 257 S.F. 8.6 % l:l(NIJSCAPE'IRRIGATION'\ll/ATER BUDGET (based on MVVELO) -- P'roj1rnt ET o: ·Harding Square Apartments. Carlsbiid,. Calilbmia 40.00 ~ft.ti: !~L~t~ATER ALkQWAfl!CE: MAW,;,.,,,(EToli0\2Jx[(c56XLA)-;(,.a)X(S!-A~ 40.00 X 0,62 X 1,-6;1/ + 0 2 40;59S Ga!Jyr. To1al Landspapa Area= Hundred Cu. Ft./Yr, (di~de-bt748) = Sil,.21 eCF/fr 2.976 s.t E$J:)MATED APPLIED WA-•ER USEiD: (GALLON$ PER Yfi:Afi) . . 81Wti={ETo) x {.62)· x [(elaot factqflxJtl)ldrozona SQ ft )l + SLAJ lmgation Efficiency . HY[)ROZONE # 1: (Shrub Areas,PrlP Emitiers•Shad~l 40.00 X 0-62 X 0,8 X 379 I 0:80 + HYDROZ:ONE •# 2, (Shrub Ar<!<!s•DliP Emittersd>artial. SiJn 1 Ml.DO x 0.$2 x Oi5 X 311 / 0,80 + 0 = HY!JRQZONE # 3: (Shrub Area-Dliil .Et'r!ilt(lri,0Suo) 40._Q(j X (l,62 X 0,:j X 748-/ 0,80 + H)'.DROlqNE # 4; (SIWtl l'ireif-QiipJ,r,liltel'$,SunJ 40.0_0 ·x o,az :x O.j X, _515 I (l,811 + ():= H'i'PRQlQNI; # .li: (Sl1il;lb Ar~a:Qii~~iii1ttete-Plirtra.1 s.uiJl 4(},0Q ,x o;az x 0,5 x 257 I OJ(!l + -0 = 1-tYPR!}ZQI\II; # ll.: {Sh(ljp Are~,Clr!p .!crollters'P!!r!<_lllifyl 40,0(} X 0.6,2 X· 0,5_ x T~ I 0 ~ + 'Q-l= TOTAL ES•lllllATEiD WATER USE: 3.625 .Gal/yr. 4,821 Gal/yr. I L69.4'Gal/yr. 4.790 Gal/yr. 3,9.84,Gal/yr. 11.8,73 Gal/yr. 40,EillS.Q'.al/yr I 40 .. 5)15 Gal/yr. I 5~.;26 CCF/yr. IRRIGATION DETAILS & CALCULATIONS I 11-4 I SH5T I ~~(~ .p~( IJ ~1-iUITI 1. DIIT~l~UTION w~v YIIT~ -C~ Q2 001 Ni, 7C0-7l4-1COO 1:x. 7CO-7l4-1 C11 APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD I SHBTS I PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: 3390 HARDING STREET CARLSBAD, CA. 7665.F. 25.8 % N/A N/A % 2,976 S.F. 100% ;~< I APPROVED: ,. \ I""' ..__"'--=;;-;;;,_.,. ~1----+--+-------------t---+--t---t----J ---~l=~=·=··,...,_l_C::r___.__-E::l-=~-<>=-=1\-:~_ PLANNING f--::--:c=-f--:-:-:c:c:,-+----------------t-:c-::::,--+--;:-:::::-:,--+--::--:-::::-+:-:::::-:.,--1 ~D;:W::;N:;:;Bc;;Y=, ==,=.=:;-;::==P==R=O=JE==c==T=No=.=::::;~D==R==A=w==1N=G===N:::;O_ DATE INITIAL DATE INlllAL DATE INITIAL CHKD BY: ,. 491-9L REVISION DESCRIPTION RVWD BY·. PD-16-02/PRE-15-36 DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL Expiration Date:11ts1/J011 8 A6A ATT B GAL 10 BGAL 14 BOU B.A. IGAL 3r--, • . . LON JAF ·-~· : I ,-J) ,,, ... PAD: 62.3 63 oo FF:: ~r . • • : I .. .. M ., >\.; N56"02'10"E 100.00' N56"02'1 O"E 100.00'' ~--l:::.B _ _:C::::,__::_l'---O"'-V'-'A-'-------------1 C ; GAL ~~ . ; .. . . . • Ii • '/' ; 11 Jj,11 . • I . • -------~ - -...L_,L__,,,'__L___L_,4-L__Lf:Z:::::Z,':::;2:'2'.:::LL__L__L__L;:,_J ______ __j__'.'.'.,_L___z::2.:__L'fJ~'!:z":::"L_/4 ~_L___L__C__~L O•J----~3=B'-------+~F_,,E=5--=5"'"B,,_. _ __, I GAL 2!', LAV 'O.Q.' B GAL +·~------::,--18-::-:-,,------i---C~UF~H~Y~5 ___ ~ S GAL • >----~2~8---+~C=A~L~F-=Oc:L,___ ___ ~ I GAL C: DRAWING FILES TITLE SHEETS CLSB-IP.DWG REVISED: 3 1 2016 Chestnut Avenue • D 2 MET EXC 24' BOX 21 RO5 FRO I GAL ◊ J----,-c4,..c.4~-+--'LccA.c.Nc..cM-"O'-'-N-'-----~ I GAL 2 LOP CON 24' BOX SEE Sl-lEETS LP-2 AND LP-3 FOR FOR PLANTING LEGEND AND PLANTING DETAILS. -L [jJ rn QJ SHREDDED BAF<K MULCH - 5EE FLANT LEGEND -LF-2 3 CA5 LEP 24' BOX FIC REF BGAL ACA 5TE B GAL • 13 ALO 5TR B GAL Cl5 '5.C.' B GAL 27 At":,,A FAR !', GAL GENERAL PLANTING PLAN NOTES, CORNER SITE DISTANCE TRIANGLE -NO LANDSCAPE ELEMENTS OVER 30' HIGH IN THIS ZONE. DRIVEWAY SIGHT DISTANCE -NO LANDSCAPE ELEMENTS OVER 30' HIGH IN THIS AREA EXISTING STREET TREE TO REMAIN -HARFEFHYLLUM CAFfRUM -KAFFIR FLUM PROTECT IN PLACE DURING CONSTRUCTION. 8] EXISTING STREET TO BE REMOVED TO ACCOMMODATE NEW DRIVEWAY -LOPHOSTEMON CONFERTUS -BRISBANE BOX. CONTRACTOR SHALL REMOVE TREE AND ROOTS. INSTALL NEW TREE IN RIGHT-OF-WAY PLANTING AREA TO THE EAST. SEE NOTE 5 BELOW FOR NEW LOCATION. RELOCATED STREET TREE -LOFH05TEMON CONFERTU5. VINES ATTACHED TO PROPERTY LINE WALL -TYPICAL. REFER TO PLANT LEGEND. SHEET LP-2 FOR PLANT VARIETIES AND REMARKS. NOT USED. RELOCATED CITY BU$ STOP W/BENCH AND SIGN AND CONCRETE PAVING. REFER TO ARCHITECTURAL SITE PLAN. @J TYPICAL 6' HIGH PRECISION BLOCK PERIMETER SCREEN WALL [@] PROPERTY LINE WALL HEIGHT CHANGES AT CORNER. REFER TO ARCHITECTURAL SITE FLAN FOR HEIGHT OF LOW WALL. ID] 30' HIGH MASONRY WALL WITH STUCCO FINISH PER CIVIL ENGINEERING PLAN. [gJ ELECTRICAL SERVICE TO NEW BUILDING PER CIVIL ENGINEERING PLAN. ~ SEWER LATERAL SERVING NEW ElUILDING PER CIVIL ENGINEERING PLAN . IEJ POTABLE WATER METER AND MAINLINE SERVING NEW BUILDING PER CIVIL ENGINEERING FLAN. 0 4 8 16 I I I SCALE: 1 /8"=1 '-0" PLANTING PLAN LP-1 ~~(~ .p~( 1~~1-iUITI 1. DIIT~l~UTION w~v YIIT~ -C~ Q2001 NI, 7CO-7J4-1 COO +X, 7C0-7J4-1C11 APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCA T/ON OF PLANTING AREA. "AS BU I LT" RCE __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE f---+----t~1------------t---t---+---+---I I SH6EET I CITY OF CARLSBAD I SHBEETS I PLANNING DIVISION ::===--============--=====: 1----t-----+-------------------1---+--+---+----1 LANDSCAPE IMPROVEMENT PLANS FOR: DATE INITIAL DESIGNER OF WORK Expiration Dote;11/3J/BDJ7 REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL 3390 HARDING STREET CARLSBAD, CA. DWN BY: "" CHKD BY: -=""- RVWD BY: PROJECT NO. P0-16-02/PRE-15-36 DRAWING NO. 491-9L PLANT LEGEND SYM. 0 0 0 0 0 0 (S) E?> © 0 SCIENTIFIC NAME AE3R. -COMMON NAME SIZE TREES ACA STE ACACIA STENOPl-iYLLA S GAL -SI-IOESTRING ACACIA CAS LEP CASSIA LEPTOPI-IYLLA 24" BOX -GOLD MEDALLION TREE MET EXC METROSIDEROS EXCELSA 24" BOX -NEW ZEALAND Cl-!RISTMAS TREE LOF CON LOPl-iOSTEMON CONFERTUS 36" BOX -BRISBANE BOX 51-lRU!35/VINE5 AGA ATT AGAVE A TTENUA TA S GAL -FOXTAIL AGAVE AGA PAR AGAVE PARRY/ S GAL -MESCAL AGAVE ALO STR ALOE STRIATA 5 GAL -CORAL AGAVE CIS 'S.C.' CISTUS 'SANT A CRUZ' !, GAL -SANT A CRUZ ROCKROSE CRA OVA CRASSULA OVA TA 5 GAL -JADE PLANT CUP HYS CUPl-!EA HYSSOPIFOLIA I GAL -FALSE HEATI-IER LANDSCAPE PLANTING/MAINTENANCE SPECIFICATIONS: A. GENERAL NOTES 1. PLANTING PLANS ARE DIAGRAMMATIC. MINOR ADJUSTMENTS IN PLANT LOCATIONS AND TYPE MAY BE DIRECTED AT THE DISCRETION OF THE LANDSCAPE ARCHITECT. QTY. 3 2 2 8 27 13 I!, IB 2. PLANTS, PLANT ROOT BALLS AND PLANT TRUNKS SHALL BE PROTECTED FROM DAMAGE DURING TRANSPORTATION AND PLANTING. 3. ALL PLANT MATERIAL SHALL BE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT AND SHALL BE REPLACED BEFORE OR AFTER PLANTING. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT THREE WORKING DAYS PRIOR TO PLANTING FOR PLANT REVIEW AND APPROVAL AT THE SITE, PRIOR TO PLANTING. 4. ALL PLANTS SHALL BE INSTALLED IN A VERTICAL MANNER AND SHALL BE SUFFICIENTLY SECURED TO ASSURE THEIR VERTICALITY THROUGHOUT THE CONTRACT AND MAINTENANCE PERIOD. 5. CONTRACTOR SHALL FOLLOW PLANTING RECOMMENDATIONS AS NOTED IN THE OWNER SUPPLIED SOILS REPORT FOR SOIL AMENDMENTS, BACKFILLING, FERTILIZATION AND MAINTENANCE. 6. CONTRACTOR SHALL INSURE THAT ALL EXISTING HARDSCAPE, SOFTSCAPE, UTILITIES AND OTHER SITE FURNISHINGS IN THE PUBLIC RIGHT-OF-WAY SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION. 7. ALL PLANTS WITHIN A SPECIES SHALL HAVE MATCHING FORM UNLESS OTHERWISE NOTED ON THE DRAWINGS OR DIRECTED BY THE LANDSCAPE ARCHITECT. 8. ALL PLANING SHALL CONFORM TO THE STANDARDS AND GUIDELINES AS DESCRIBED IN THE CITY OF CARLSBAD LANDSCAPE MANUAL. CONTRACTOR SHALL REVIEW THIS DOCUMENT AND SHALL BECOME FAMILIER WITH ITS CONTENTS. B. WARRANTY 1. CONTRACTOR SHALL WARRANTY SHRUBS AND GROUNDCOVER FOR 90 DAYS AFTER INSTALLATION IS COMPLETED AND APPROVED BY THE CITY AND LANDSCAPE ARCHITECT. 2. CONTRACTOR SHALL WARRANTY TREES (24" BOX AND LARGER) FOR A PERIOD OF ONE YEAR AFTER INSTALLATION IS COMPLETED AND APPROVED BY THE CITY AND LANDSCAPE ARCHITECT. 3. CONTRACTOR SHALL REMOVE AND REPLACE TREES, SHRUBS AND GROUNDCOVER DURING THE WARRANTY PERIOD AS DIRECTED BY THE OWNER. REPLCE PLANTS SHALL BE THE SAME TYPE AND SIZE AS ORIGINALLY SPECIFIED AND INSTALLED. C. LANDSCAPE MATERIALS 1. SOIL AMENDMENTS SHALL BE INSTALLED AS SPECIFIED IN THE OWNER SUPPLIED SOILS REPORT. C: \DRAWING FILES\llTLE SHEETS\CLSB !P.DWG REVISED: 3/1/2016 WUCOLS SCIENTIFIC NAME WUCOLS REMARKS DETAILS CATEGORY SYM. ABR. -COMMON NAME 51ZE QTY. REMARKS DETAILS CATEGORY 51-lRUBS/VINES (CONTINUED) LOW BRANCl-i A/LF-3 LOW LAV 'O.Q.' LAVANDULA 'OTTO QUAST' 5 GAL 2S 3' O.C. A/LP-3 LOW -SPANISl-l LAVENDER STANDARD B,C/LP-3 MODERATE ® ROS PRO ROSMARINUS 0. 'PROSTRATA' I GAL 21 3' O.C. A/LP-3 LOW -PROSTRATE ROSEMARY -FIC REF FICUS REPENS B GAL SPACING AS A/LF-3 MODERATE STANDARD B,C,D/LP-3 MODERATE -CREEPING FIG SI-IOWN -W/ SINGLE STAKE STANDARD B,C,D/LF-3 MODERATE LON JAF LONICERA JAPONICA S GAL 7 SPACING AS A/LF-3 LOW -JAPANESE 140NEYSUCKLE VINE SI-IOWN -W/ SINGLE STAKE GROUND COVER RANDOM-CLUMP A/LF-3 LOW © LAN MON MIN. 3 PUPS 24" O.C. A/LP-3 LOW 0 CAL FOL 3' O.C. A/LP-3 LOW BOU B.A. 4' O.C. A/LP-3 LOW © FES S.6. 3' O.C. A/LP-3 LOW vA 3' O.C. A/LP-3 MODERATE 2. FERTILIZER SHALL BE INSTALLED DURING INSTALLATION AND APPLIED THROUGHOUT THE MAINTENANCE PERIOD AS DIRECTED BY THE OWNER SUPPLIED SOILS REPORT. 3. CONTRACTOR SHALL INSTALL PLANT FERTILIZATION TABLETS AS DESCRIBED IN THE PLANTING DETAILS. 4. PLANT MATERIALS SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 'AMERICAN STANDARD FOR NURSERY STOCK'. 5. PLANT CONTAINER STOCK SHALL HAVE BEEN GROWN IN CONTAINERS FOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS. PLANTS THAT HAVE CRACKED OR BROKEN ROOT BALLS WILL BE REJECTED BY THE LANDSCAPE ARCHITECT. 6. ALL SITE PESTICIDE APPLICATIONS SHALL BE MADE BY PERSONABLE CAPABLE OF IDENTIFYING PEST SPECIES TO BE CONTROLLED. PERSONNEL SHALL BE LICENSED BY THE STATE OF CALIFORNIA. D. GENERAL LANDSCAPE INSTALLATION 1. CONTRACTOR SHALL REMOVE ALL ROCK AND DEBRIS LOCATED IN THE PLANTING AREAS PRIOR TO COMMENCEMENT OF WORK. 2. CONTRACTOR SHALL PROVIDE FINISH GRADES AS SHOWN ON THE GRADING PLAN ELEVATIONS AND SHALL INSURE THAT POSITIVE DRAINAGE IS PROVIDED. SLOPES TO DRAINS IN LANDSCAPE AREAS SHALL BE 2% MINIMUM. 3. FINAL FINISH GRADES OF LANDSCAPE AREAS SHALL BE 1" BELOW THE FINISH SURFACE OF ADJACENT WALKWAYS. THIS FINISH GRADE IS MEASURED AT THE TOP OF THE 3" LAYER OF THE SHREDDED BARK MATERIAL. 4. CONTRACTOR SHALL PROTECT AND AVOID DAMAGE TO SPRINKLER EQUIPMENT AND UTILITY EQUIPMENT DURING GRADING AND CONDITIONING OPERATIONS. 5. PRIOR TO PLANTING, CONTRACTOR SHALL PERFORM WEED AND PEST CONTROL OPERATIONS. CONTRACTOR SHALL APPLY SYSTEMIC HERBICIDE TO KILL ALL BROADLEAF WEEDS AND GRASSES OBSERVED. DEAD MA TERI AL SHALL BE REMOVED FROM SITE PRIOR TO PLANTING OPERATIONS. 6. CONTRACTOR SHALL APPLY ORGANIC AMENDMENTS AS RECOMMENDED BY THE SOILS REPORT. THESE SHALL BE ROTO-TILLED TO A MINIMUM DEPTH OF 6" WITH TWO AL TERNA TING PASSES OF THE MACHINE. 7. CONTAINER STOCK PLANT MATERIAL SHALL BE REMOVED FROM CONTAINERS WITHOUT DISTURBING THE ROOT BALLS. EACH PLANT SHALL BE PLACED IN THE CENTER OF THE HOLE AND SET PLUMB. INSTALL IN CONFORMANCE WITH THE PLANTING DETAILS SHOWN WITHIN THIS SET OF DRAWINGS. 8. INSTALL 21 GRAM PLANTING TABLETS IN EACH PLANT PIT AS FOLLOWS: (1) 1 TABLET FOR 1 GALLON PLANT; (2) 3 TABLETS FOR EACH 5 GALLON PLANT; AND 6 TABLETS FOR EACH 24" BOX PLANT. LANT ANA MONTEVIDENSIS I GAL 44 3' O.C. A/LP-3 LOW -TRAILING PURPLE LANTANA CALAMAGROSTIS FOLIOSA I GAL 2B 2' O.C. A/LP-3 MODERATE -MENDICINO REED GRASS BOUTELIA 'BLONDE AMBITION' I GAL 14 2' O.C. A/LP-3 MODERATE -BLUE GRAMMA GRASS FESTUCA 'SISKIYOU BLUE' I GAL 3!, 2' O.C. A/LP-3 MODERATE -BLUE FESCUE GRASS SHREDDED BARK MULCH 3" LAYER -SOURCE AND PARTICAL SIZE SHALL ( APPROVED BY CITY AND BE APPROVED BY Tl-IE LANDSCAPE ARCI-IIECT LANDSCAPE ARCHITECT) 9. WATERING BASINS SHALL BE FORMED AROUND EACH PLANT AS SHOWN ON THE PLANTING DETAILS. ALL PLANTS SHALL BE THOROUGHLY WATERED IMMEDIATELY AFTER PLANTING. 10. CONTRACTOR SHALL PRUNE, THIN OUT, AND SHAPE TREES AND SHRUBS ONLY WHEN DIRECTED BY THE LANDSCAPE ARCHITECT. DO NOT CUT CENTRAL TREE LEADERS. REMOVE INJURED OR DEAD BRANCHES AND FOLIAGE. REMOVE ANY PLANTS MIS-SHAPEN FROM PRUNING. 11. STAKE TREES AS SHOWN ON THE PLANTING DETAILS. STAKES SHALL BE DRIVEN PLUMB AND SECURE. DO NOT DRIVE THE STAKE THROUGH THE TREE ROOT BALLS. ATTACH TREE TIES AS SHOWN. ALL NO-SELF SUPPORTING TREES SHALL BE DOUBLE STAKED. 12.CONTRACTOR SHALL KEEP THE SITE CLEAN DURING PI_ANTING AND IRRIGATION OPERATIONS. THIS INCLUDES REMOVAL OF DEBRIS AND SWEEPING OF PAVED SURFACES. CONTRACTOR SHALL TAPE OFF LANDSCAPE AREAS FOR PROTECTION, IF REQUIRED E. LANDSCAPE MAINTENANCE 1. MAINTENANCE PERIOD SHALL BEGIN AFTER ALL LANDSCAPE AND IRRIGATION IS COMPLETED, CHECKED AND ACCEPTED BY THE OWNER AND THE LANDSCAPE ARCHITECT. THE MAINTENANCE PERIOD SHALL EXTEND 60 DAYS AFTER THE LANDSCAPE INSTALLATION IS ACCEPTED. 2. MAINTENANCE SHALL INCLUDE WEEDING, RESETTING STAKES, REPAIRING DISPLACED MULCH, MINOR PRUNING, CHECKING OF IRRIGATION SYSTEM OPERATION, AND DISEASE AND INSECT CONTROL. 3. ALL INVASIVE PLANTS OBSERVED ON SITE SHALL BE REMOVED. 4. CONTRACTOR SHALL CONTINUALLY OBSERVE THE IRRIGATION SYSTEM TO INSURE THAT INDIVIDUAL DRIP EMITTERS ARE FUNCTIONAL AND THAT EACH PLANT IS BEING ADEQUATELY IRRIGATED. 5. CONTRACTOR SHALL MAKE FERTILIZER APPLICATIONS DURING THE MAINTENANCE PERIOD AS RECOMMENDED IN THE OWNER SUPPLIED SOILS REPORT. PLANTING LEGEND & SPECIFICATIONS -LP-2 ~~(~ .p~( 1)~1-iUIJI 1. DIH~l~UTION w~v YIH~ -(~ Q20D1 ~, 7CO-7J4-1COO ~, 7CO-7J4-1 C11 APPROVED FOR !RR/GA T!ON AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BU I LT" RCE __ EXP. __ _ DATE REVIEWED BY: INSPECTOR DATE I SHE7ET I CITY OF CARLSBAD I SH8EETS I l----+---+-------------1---t----al----l----l PLANNING DIVISION l----t---t-------------1---+----al----l----l l----l---t-------------1----l---~e----1-----l LANDSCAPE IMPROVEMENT PLANS FOR: 3390 HARDING STREET CARLSBAD, CA. ',0 IJ"'DSc~ .t. . ~w "'"'-" ~ ~ 0~ _(b % c::, . '\,--'" ~.,'\,<~,§ r=• .. ,.f--,,,.--+--t-------------+---+---l---+---11-AP_P_Ro_vE_□_: -'~-=· =,.=-+.\'--l ...CC&ci...:._-tli=L..;=:i\::,.____ ~ -9 -~-..1 <fl No.\LA4041 * PLANNING ~ Eip. 12/.li/17 ~ ~=============~ '<'o,,c,JJ,~ OWN BY: "' PROJECT NO. DRAWING NO DATE INITIAL DATE INITIAL DATE INITIAL , DESIGNER OF WORK Expiration Date:1113t{I01'1' REVISION DESCRIPTION 1-----L---al----'----I CHKD BY: "' PD-16-02/PRE-15-36 491 9L OTHER APPROVAL CITY APPROVAL RVWD BY: - CD ROOTBALL. CV CROWN-I" ABOVE FINISH GRADE. ® FINISH GRADE. @ 2 X ROOT BALL DIA. G)~'t--~~~-:::;;=;::;:;:.-::¢;::f-------f- b @ PLANTING BACKFILL - PER SOILS REPORT. ® PLANT TABLETS. G) 3" MAX. DEPTH. ® TOP OF PAVING. ® 4" HIGH WATERING BASIN. 10:i-----+===='-----~-_J,_ 2 @ UNDISTURBED NATIVE SOIL. ® SHREDDED BARK MULCH - SEE PLANTING NOTES. A S/.-4RUB PLANTING NO SCALE B C: DRAWING FILES TITLE SHEETS CLSB-IP.DWG REVISED: 3 1 2016 0 ® CD 2" DIA X 112)' LODGEPOLE FINE STAKE (2 REQ'D) (2) I X 2" WOOD BRACE. @ VINYL TREE TIE (2 REQ'D. PER STAKE). 8) 24" MIN. @ SEE TREE PLANTING DET All. @ 12" MIN. G) TREE TRUNK. @ ROOTBALL. @ 2 x ROOTBALL WIDT!-1 PREVAILING WIND PLAN VIEW ~---11 @>------- DOUBLE STAKING DETAIL C TREE PLANTING NO SCALE NOTE, USE IN ALL APPLICATIONS WHERE TREE TRUNK IS LOCATED WITHIN !;' OF EDGE OF ADJACENT HARPSCAPE PAVEMENT. d 2" NOTE ALL NEW TREES SPECIFIED WITHIN THIS PROJECT SHALL BE DOUBLE STAKED AS SHOWN. ® ) d CD <l ____ ]T q 1111 i' 1111 i' 1111 i' 1111 ~ d --Ill Ill~ 111= ® llllli'll11 _ --. -111111~ 111 11 i' 111 Ii' 11 11 i' 11 11 i' I Iii! 11==11 CD 111 I I i' 11 I Ii' 11 I I i' 11 I Ii' 11 I 11 '' ,_, '!1 I i'1I 11i'1111 i'11rn 4 © \1 I i' 11 11 i' 111 Ii' I I I 11 3 \.,_____~-5 NO SCALE 24" X 24" INTERLOCKING ROOT CONTROL BARRIER PANELS - 81 DEEP ROOT CORF. -16' OF BARRIER PER TREE. SIDEWALK, CURB, SWALE OR PAVEMENT ROOT CONTROL BARRIER TRENCH BACKFILLED WITH CLEAN SITE SOIL. TOP OF ROOT CONTROL BARRIER FLUSH WITH SOIL GRAPE. ROOT DEFLECTORS AND SOIL ANCHORS MUST FACE TREE. 2" DEPTH IN PLANTING AREAS -BEFORE APPLICATION OF SHREDDED MULCH. FEATHER MULCH DEPTH AT PAVING EDGE. NOTE BARRIER SHALL BE FLUSH WITH VERTICAL CONCRETE SURFACE. D ROOT CONTROL BARRIER NO SCALE /1\ v,mso,~ ~,==-~" """'-" .,.-?. ;~ .,1\ -!f ="' ~ ·Ir '"~~--.w N LA-4041 -fl:~ f:,p'. l2/Jl/17 )t, "i 0,-C>U,'i!J; DATE INITIAL PLANTING ~---NOTE, MAINTAIN 80" -MINIMUM-CLEARANCE BETWEEN FINISH SURFACE AND UNDERSIDE OF LANDSCAPE FOLIAGE I BRANCHING ALONG PATH OF TRAVEL PER CBC 11338.8.2 / CBC FIG. 118.28. TYPICAL FOR ALL TREES ADJACENT TO PAVEMENT. 2 ~ DETAILS - CD ROOT8ALL. G) CROWN-I' ABOVE FINISH GRAPE. ® FINISH GRAPE. 0 2 X Fs:OOT8ALL WIDTH. ® PLANTING BACKFILL - PER SOILS REPORT. ® PLANT T A8LETS. G) SHREDDED MULCH - 3' LAYER ® TOP OF PAVING. ® 6" HIGH WATERING BASIN. @ UNDISTURBED NATIVE SOIL. NOTE. THIS DETAIL IS FOR TREE PLANTING ONLY. ALL TREES SHALL BE STAKED PER DETAIL 8 AT LEFT. ~~(~ .p~( 1J~1-iUllt 1. Dl!T~l~UTION w~v VIH~ -C~ Q2001 Ni, 7CO-7l4-1COO fX, 7CO -7l4-1 C11 APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE EXP. DATE REVIEWED BY: LP-3 INSPECTOR DATE I SHBT I CITY OF CARLSBAD I SHBTS I PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: 3390 HARDING STREET CARLSBAD, CA. I APPROVED: ~l l-:t-~* I lie!,-'5'. \~ PLANNING DWN BY: •• PROJECT NO . DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: .. PD-16-02/PRE-15-36 REVISION DESCRIPTION 491-9L DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: Expiration Date:u:l!!,[l!!:17