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DWG 436-8L; SDP 05-01; GARFIELD PROJECT; 01-07
PLANTING NOTES 1. Slope all planting areas away from buildings @ 2% minimum for 5 feet, where applicable. 2. Finished grade adjacent ta paving shall be 2" below paving in planting areas and 1• below finished paving for lawn areas. 3. Plant symbols take precedence over plant quantities specified. 4. All Plants shall be protected against heat, sun, wind, and frost during transportation to the site & while being held at the site. Plants shall not be stored in total darkness for more than 1 day. 5. Plant material may be rejected at any time by landscape designer due ta condition, form, and/or damage before planting. 6. Landscape designer shall approve final placement of all plant material prior to planting. 7. All shrubs shall be bushy and full to the ground, unless otherwise noted in the planting legend or on planting plan. 8. Crown of plants shall be planted slightly higher than adjacent soil. 9. All vines and espaliers shall have their temporary slakes and/or trellises removed after planting. Stems shall be attached to adjacent vertical surfaces. 10. All Camellias, Azaleas, and Gardenias (if any) shall be planted in a special backfill mix of 50% native soil and 50 % peat moss. 11. All P.lanting areas not planted with living ground caver shall receive 3" of "walk-on" type fir bark or 'Red Cedar Shavings". 12. Slow release 20-10-5 21 gram fertilizer tablets shall be placed in planting pits within the TOP 3" of lhe backfill at the following rate: 1 gallon/ 1 tablet; 5 gallon/ 2 tablets; 15 gallon/ 3 tablets; box sizes/ 2 tablets per lineal fool of box size on applicable sizes. 13. At the time of final walk through with landscape designer, contractor shall fertilize all planting areas with scatter on, slow release fertilizer with nitrogen rating of 16 or higher containing iron. PROJECT NOTES 1. 2. 3. 4. 5. 6. All landscape and Irrigation shall conform lo the standards of the Citywide Landscape Manual. Irrigation --An irrigation system shall be provided as required for proper watering, development, and maintenance for the plants selected. The design of the system shall provide adequate support for the plants selected. Maintenance --All required landscape areas shall be maintained by the owner. The landscape areas shall be maintained free of debris and litter, and all plant material shall be maintained in a healthy growing condition. Diseased or dead plants material shall be satisfactorily treated or replaced. Root barriers shall be installed at all trees within 5' of paved surfaces and walls. Mulch --A minimum of 3" of organic mulch shall be added in non-turf planting areas with slopes less steep than 3: 1 to cover the soil surface completely. Minimum Tree Separation Distance: Improvement Traffic Signals(stop sign) Underground Utility Lines Above Ground Utility Structures Driveway (entries) Intersections (intersection of 2 streets) Sewer Lines Improvement 20 feet 5 feet 10 feet 10 feet 25 feet 10 feet "DECLARATION OF RE,'SPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE 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 ANO SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO 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 PLANS, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL C~§ APPROVAL RELATED TO LANDSCAPING. BY: .· -DATE: /6 • tf· ~"T PRVER PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT LANJJSCAPE .IMPROVEMENT PLANS FOR CARF/ELLJ PROJECT NO. SLJPO5-O I :SI i ~I I : :~ I~ I I I I ~ jl --\ TAMARAI< Al£. ., S£QUo,! A,£ ,_, f- I CH!NQ/JAPIN 1 I ~~ : -: -.~f--i~ AGU4 Hm!ONDA : ~ ~ LAGOON v1 _...,,..-I . THOMAS BROTHERS PAGE 1106-E7 LOCATION MAP NTS CITY OF OCEANSIDE HIGHWAY, 78 -I • NOT TO SCALE ... ~ "' A\IE'-..,--""\c:f. t "' ,l __,..__J"a--.-"\ l...\. CITY OF ENCINITAS '--__}"\_---' VJCJNJl'Y MAP fiOF/1T L_C 160 :1 AMP.RAC!-. C.AJ-.; .S~Ail, U, ~2088 7G0~ 729-G69:" ARdHITECT -------,------- URE1!rECTIJRE PLATFORM J/4!..J 1/JJL I\Vl:_NLI:_ SA\ DIEGC, CA '.3270~, € 19--1~2'-73:':,E, lE':i-ilt✓G l::.Nl;IN!:.l:.k5-':i/\l\ u1u_;:::,, l\i:=. 7895 cm-l'JOY COUd, ~ .. ,--;-E 18 ':.,A \J ,DI[:::,Q, CA 3~· 11 858. 7: 5 5800 NTS SHEET INDEX Till.£ SHEET -----------------------------L.1 PLANTING PLAN ---------------------------L.2 PLANTING DETAILS --------------------------L.3 PLANTING SPECIFICATIONS ---------------------L.4 IRRIGATION PLAN ---------------------------l.5 IRRIGATION DETAILS-------------------------L.6 IRRIGATION SPECIFICATIONS--------------------L. 7 ADDITIONAL NOTES 1. CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. 2. INSPECTION PROCEDURES: iNSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTAL$. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF WORK WILL CERTIFY TI-IAT THE INSTALLATION HAS BEEN COMPLETED B SUBMITTING THE "FINAL LANDSCAPE CERTIFICATION FORM". A REQUEST FORA FINAL LANDSCAPE INSPECTION BY TI-IE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "FINAL LANDSCAPE CERTIFICATION FORM" FAX TO: 760-944-8943 LANDSCAPE INSPECTION REQUEST PHONE LINE: 760-602-4602 3. ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT: WWW.CI.CARLSBAD.CA.US/PDFDOC.HThlL ?PID=340 4. AS-BUILT PlANS ARE REQUIRED TO BE SUBMITTED. THE FINAL PLANS SHOULD BE PREPARED BY THE LANDSCAPE ARCHITECT FROM DIMENSIONS PROVIDED BY THE CONTRACTOR. FINAL AS-BUILTS (MYLARS) SHALL BE SUBMITTED TO THE CITY FOR THEIR KEEPING. FINAL IRRIGATION AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL MYLARS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO PLANNING DEPARTMENT SIGNING THE PERMIT CARD. 5. THE PLANTING PLAN SHALL BE IMPLEMENTED WITHIN 60-DAYS OF COMPLETION OF RESIDENTIAL CONSTRUCTION. 6. ALL REQUIRED PLANTINGS SHALL BE MAINTAINED IN GOOD GROWING CONDITION, AND WHENEVER NECESSARY, SHALL BE REPLACED WITH NEW PLANT MATERIALS TO ENSURE CONTINUED COMPLIANCE WITH APPLICABLE LANDSCAPE SCREENING REQUIREMENTS. 7. RODENTICIDES CONTAINING ANY ANTICOAGULANT COMPOUNDS (INCLUDING, BUT NOT LIMITED TO WARFARIN, BRODIFOACOUM, BROMADIOIONE OR DIPHACINONE) SHALL NOT BE USED. B. FIVE YEARS FROM THE DATE OF ISSUANCE OF THE COASTAL DEVELOPMENT PERMIT, THE APPLICANT SHALL SUBMIT FOR REVIEW AND WRITTEN APPROVAL OF THE EXECUTIVE DIRECTOR, A LANDSCAPE MONITORING REPORT, PREPARED BY A LICENSED LANDSCAPE ARCHITECT OR QUALIFIED RESOURCE SPECIALIST, THAT CERTIFIES THE ON-SITE LANDSCAPING IS IN CONFORMANCE WITH THE LANDSCAPE PLAN APPROVED PURSUANT TO THIS SPECIAL CONDITION. THE MONITORING REPORT SHALL INCLUDE PHOTOGRAPHIC DOCUMENTATION OF PLANT SPECIES AND PLANT COVERAGE. IF THE LANDSCAPE MONITORING REPORT INDICATES THE LANDSCAPING IS NOT IN CONFORMANCE WITH OR HAS FAILED TO MEET TI-IE PERFORMANCE STANDARDS SPECIFIED IN THE LANDSCAPING PLAN APPROVED PURSUANT TO THIS PERMIT, THE APPLICANT, OR SUCCESSORS IN INTEREST, SHALL SUBMIT A REVISED OR SUPPLEMENTAL LANDSCAPE PLAN FOR THE REVIEW AND WRITTEN APPROVAL OF THE EXECUTIVE DIRECTOR. THE REVISED LANDSCAPING PLAN MUST BE PREPARED BY A LICENSED LANDSCAPE ARCHITECT OR RESOURCE SPECIALIST AND SHALL SPECIFY MEASURES TO REMEDIATE THOSE PORTIONS OF THE ORIGINAL PlAN THAT HAVE FAILED OR ARE NOT IN CONFORMANCE WITH THE ORIGINAL APPROVED PLAN. 9. THE PERMITEE SHALL UNDERTAKE THE DEVELOPMENT IN ACCORDANCE WITH THE APPROVED PLANS. ANY PROPOSED CHANGES TO THE APPROVED PLANS SHALL BE REPORTED TO THE EXECUTIVE DIRECTOR. NO CHANGES TO THE PLANS SHALL OCCUR WITHOUT A COASTAL COMMISSION APPROVED AMENDMENT TO THIS COASTAL DEVELOPMENT PERMIT UNLESS THE EXECUTIVE DIRECTOR DETERMINES TI-IAT NO AMENDMENT IS LEGALLY REQUIRED. cftll flJlc, !)f'd>. ❖-✓.,,, ,._r /John D. Krizan <°c, '/ LICENSE NO. "" "AS BUILT" 1 ~'J8 11~!:Jtnc /J. f';J' CARLOS ACP< .. · APPROVED FOR IRRIGATION ~ND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. * ,d&-* ".:,. (J.signaiw. ~ RCE EXP S TRUCTUk,\L ll~(~INlU! .3L CPN'.::i...,_ I lhJ1:.; LI\JGlh/1:J:..R'.:. 12~•21 CARM[L CM, rDN ROA[; SAN ':; ECO, CA 92138 !::S8.:E~9.377S ,--y Renewal dalzl ~ ;,~ 312,10s 0,,,. Op CA\.'<; REVIEWED BY: INSPECTOR DATE DATE 65,8.2.59.3848 ATTN:: SLJ-:: UAO 1--J_[_ REVIEWED ~&~~l~NCHECKER CTTI CITY OF CARLSBAD I SH~TS I LANIDSCA"E /\RCHITECT FERti.~,Ahl LANDSC/1.!'F JtS G'~S /BSD R'.:'D ROCI<: CAN~'OhJ ~rJAfJ C..HUl.i,l\, VISTA, lA ~1~1:J 619.954 !::466 CARLSBAD MUNICIPAL WATER DISTRICT WILLIAM E. PLUMMER R.C.E. 28176 DEPUTY CITY ENGINEER EXP. 3/31/06 .LOOOO~d 1'1'NO!.L'lf0003 >IS300.Lfft N'lf AS 030000~d DATE DA n: INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA n: INITIAL OTHER APPROVAL DA lE INITIAL CITY APPROVAL PLANNING DEPARTMENT LANDSCAPE PLANS FOR: GARFIELD PROJECT 186 CHINQUAPIN ST. Art~ 6'-f-:fL~it Jo;• /'?0"1 PLANNING DEPARTMENT DATE DWN BY: FERMAN PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: SDP05-01 436-8L tS-~ I OQ r- ti ::::, C lil IL ...I < z 0 i= j ::::, C w )I:: rn w C 0 I-::, < z < >-ID C w (.) ::::, C lil IL '->1N n ~ ' ~&,()' CATCH BASIN AS PER CIVIL PLANS (TYP) MOW CURB (TYP.)-. l++++-H""TIO 15 l ' OP£jj TOlll_OW ---f--•5'--0" , . . . , ACCESl8l£ UNIT ·•:~r T,V. 1100M T,Y,A<XIM T.V.IIOOfil ~ "'"" -' : ~~- - CHINQUAPIN AVENUE PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT PLANT LEGEND CATCH BASIN AS PER CIVIL PLANS (TYP) E ::::, E C E 0 N . . , ER t;:; UJ c,:: ~ Vl Cl ...I UJ u.. c,:: <( I.) RETAINING WALL FINISH TO BE: SANTA BARBARA STUCCO, CHARCOAL COLOR RETAINING WALL CONSlRUCTION AS PER GRADING PLANS NO. 4.36-BA PER SAN DIEGO REGIONAL . . . STANDARD DRAWING S C-1 AND C-4 --LINE OF SIGHT PER GRADING PLANS NO. 4.36-8A ~ EX. OVERHEAD UTILITIES TREES Quantity/Size Spacing 5/ 15 gallon 2/ 24" box 3/ 24" box SHRUBS 0 5 / 5 gallon ~ 27 / 5 gallon © 2 / 15 gallon ~ 17 / 5 gallon ® 18 / 5 gallon ® 28 / 1 gallon @ 13 / 5 gallon GROUNDCOVERS ~ Flats/ 2' o.c. [:: ·;· <·::-·~:I Sod HARDSCAPE As shown As shown As shown 3' -4 1 oc 18" o.c. As shown 2' -3' o.c. 2' -2.5' o.c. 24" o.c. 3.5' -4' o.c. Cupressus sempervirens 'Tiny Towers' -Dwarf Italian Cypress Archontophoenix cumminghamiana -King Palm (Multi-trunk) Bauhinia variegata --Purple Orchid Tree Anisodontea hypomandarum --Cape Mallow Anlgozanthos flavidus 'Red' --Red Kangaroo Paw Taxus baccata -Yew Pine Coleonema pulchrum -Pink Breath of Heaven Lavandula angustifolia --English Lavender Hemerocallis hybrids 'Red' -Evergreen Red Daylilies Phormium t. 'Maori Maiden' -'Maori Maiden" Dwarf Purple Flax Arctostaphylos 'Emerald Carpet' --Manzanita "Emerald carpet" Marathon -Turf Colored concrete with saw cut joints, medium broom finish (Details H and G, Sheet L.3) Color: Davis Colors in Mix-Ready, Standard-860 Pewter 111111 1 1 1 1 111 Interlocking Masonry Pavers --Refer to Architectural Plans by Urbitecture Platform. "U ~ 0 C: 0 m 0 ~ ► z ► § m lit ~ m 0 C 0 > -4 i ► r "U ~ C C ~ GRAPHIC SCALE ,02907 ( IN FEET ) 1 inch = 10 ft. CARLSBAD MUNICIPAL WATER DISTRICT WILLIAM E. PLUMMER R.C.E. 28176 DEPUTY CI TY ENGINEER EXP. 3/31/06 1onaOMd 1VNOll vona3 >IS3COlnV NV A8 03:>naoMd DATE APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BU ILT" RCE ___ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE t----+--+------------+--+---+----,f----1 [SHml2 CITY OF CARLSBAD I SHE7ETS I ~:====--'==:::::':P::=LA:'N:::N:::IN:::G::::::::D::=E:'PA:::R::::T:::M::EN:::T===:'....:::==~ DA TE INITIAL DATE INITIAL DATE INlllAL ENGINEER Of WORK REVISION DESCRIPTION 01HER APPROVAL OTY APPROVAL LANDSCAPE PLANS FOR: GARFIELD PROJECT 186 CHINQUAPIN ST. PLANNING DEPARTMENT OWN BY: FERMAN CHKD BY: __ _ RVWD BY: PROJECT NO. SDP05-01 DRAWING NO. 436-8L ~ ~ I oO r- NOTES: -PLANT SO THAT TOP or ROOT BALL IS 2" ABOVE THE FlNISHED GRADE. -LOCA lE TIES AT THE LOWEST LEVEL AT WHICH THE 1REE CAN 81; SUPPORTED (MAX. TIE HEIGHT AT 3/4 HEIGHT OF TREE). TREE TIES, CINCH TIE AS MANUfACTURED BY V.1. T. CO. OR EQUIV. IBI~ STAKES 2:' ABOVE TREE TIE 2" x 10' LODGEPOLE PINE TREE STAKES AT ROOTBALl EDGE DRIVEN FIRMLY (MIN. 3'-0'') INTO SUBGRADE PRIOR TO BACKF!WNG LOCATE ONE TREE STAKE ON WINDWARD SIDE OF TREE -ll-----=== "lREE 13001' TRUNK PROlECTOR IN LAVIN AREAS _. ------1" BARK MULCH OVER ROOTEALL IN NON "TURF 2X RODTl3All DIAMETER ---AREAS FINISHED GRADE 3" WA TERI NG BASIN, NON-TURF' AREAS DNL V PLANT TABS. SEE SPECS FOR QUANTITY SOIL BACKFILL MIX, WATER & TAMP TO REMOVE AIR POCKETS UNDISTURB~D GRADE A ,____ ____ _ 0 TREE PLANTING AND STAKING SCAI f: N. T.S. 1 -PALM 2 -FINISH GRADE 3 -PLANT TABLETS 4 -ROOTBALL 5 -BACKFILL 100)1; WASHED PLASTER SAND 6 -1 FT. MINUMUM 7 -2 X ROOTBALL B -BROWN TRUNK HEIGHT 9 -WATERING BASIN NOTE: ALL BACKFILL TO BE WATER JETTED DURING PLANTING FOR MAXIMUM STABILITY. 0 PALM PLANTING SCALE: N. T.S. FINISH SURFACE OF PAVING SECTION VIEW NOTES: -ROOT BARRIERS SHAU. 13E INSTALLED WH~E EQ EQ. FINISH GRADE: CURB OR PAVING EDGE '• i 5' MIN. ti' MIN. PLAN VIEW ROOT BARRIER l[SS Tl JAN 5' TRUNKS ARE LOCATED Cl.OSER THAN 5' FROM WAL.KS, PAVING, CURBS, AND WALLS. -ROOT BARRIERS SHAU. BE CONTINUOUS ALONG PAVlNG WHERE TREES ARE SPACED l£SS THAN 15' ON CENTCR. -ROOTBARRIERS ARE REQUIRED ON PALM TREES -INSTALL AS PER MANUFACTURER'S INSTRUCllDNS AND SPECIFICATIONS -INSTAU ROOT BARRIER PANEL 1• BELOW SOIL LEVEL ® ROOT BARRIER INSTALLA ~~~~ N.T.S. EQUAL TO WIDTH (W) OR PER PLAN I la·-o· MAXl __ 3,ooo PSI coNCRETE PAVEMENT, +.s· DEEP ~[ti-.,~,-,;.~.--.-:~.-.-:,-.-:.~.-.·,-,-.~__, COLOR AND FINISH PER PLAN l5 ' .-'•' ' ··1+-c~~1,.C.. --'/8" EXPANSION JOINT O 30'-0" O.C. MAX. ~ ' . . . : '. .. .. -i p~· ' ', ' • SAW CUT JOINTS L 1" IN TURF AAEAS 8" • • · · · · --· · . • -• • 2• JN SHRUIJ AREAS ~ I . -SUB-BI'S[ MATERW. .:s'-o" sECTtON-•2TTl"--~.---r-T--,----,--,-___ -.---,--,-___ -,---,--,_,' , __ , R~ TO sous REPORT THtCKCN EDGE TO 6", NON REINFORCED, \___ 90:1 COt-APACTED OR All EDGES, UNDISTURBED SUBGRADE TAPl;:R W\CK TD SLAB IN J' ©,__C_O_N_C_R_E_T_E_P_A_V_IN_G ____ S_CA-LE-, N-.T.S. PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT l 2(1>0) TI•ES l ., BAU. WIOlM " ~-FORM 2" DEEP BAstl AROUND SHRUB FlN19i GRADE fil!lQII NOTES: ~ MULCH LA 'l'ER ~--1/2 O.C. SPACING OISTAH(I: ~-WALK QR CURB ------llllEO AND MIENDEO SOIi. SEE PLANTING SPECIFJCA TIDNS ---...___ UNDISillRBED NATIVE S(ll SUBGRADE --------1/2 O.C. SPACJNC DISTANCE -FOR O.C. SPACING DISTANCE -SEE PLANT LEGEND. 1 -FINISH GRADE IN GROUNDCOVER AREA 2 -PROVIDE EXPANSION JOINT AT 20 FT. MAX. O.C. 3 -1/2 IN. RADIUS {TYPICAL) -4 -FINISH GRADE !M LAWN AREA 5 -IJ REBAR CONT. (LAP 12 IN, AT SPLICES) 8 -95,c COMPACTED SUBGRADE ® Sl;,RUB PLANTING cr-+-----SCALE, N.T.S. ® ~~~~~DCOVER PLANTING ® 4" WIDE MOW CURB E i--------scALE, N. T.S. SAW CUT OR DEEP TOOLED JOINT W/ 1/B"R TOOLED EDGES - ~---SPACING PER CONCRETE PAVING DETAIL CONCRITT PAVEMENT ~0.:'}·0:.':··_ . .-,i.<. 11 11 !.LS]J;;;!]];;;ITT;;;I II s¢ORE JOINT EXPANSION JOINT SECTION SECTION ~-----t/8" R TOOLED EDGES ~-----'·REMOLDED FELT EXPANSION JOINT WITH TEAR- OFF CAP -SPACING PER CONCRETE DETAIL REMOVE CM' AFTER CONCRITT CURING AND FILL WITH ELASTOMERIC SEAlANT -COLOR TO t.tATCH PAVEMENT. SAND TOP OF SEAi.ANT WITH SILICA SAND BEFOR£ SET '-='-----CONCRITT PAVEMENT 3/4" < 1'-2" LONG SMOOTH ~-----<;REASEO REBAR O 12• O.C. -CENTER ON JOINT 0 E~PANSION/SCORE JOINT SCALE: N.T.S. CARLSBAD MUNICIPAL WATER DISTRICT WILLIAM E. PLUMMER R.C.E. 28176 DEPUTY CITY ENGINEER EXP. 3/31/06 .1,onOOl:ld 1\fNOll\fOna3 >IS30010\f NV A.8 030nao~d DATE .-1/'.'cftE ~ ~ -,, ;. --;;-bn D. Krizan 1"0 / LICENSE NO. -' ;&: ., Renewal da,. ~ APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING _,.<I' 31211os 0->;- PRECISE LOCATION OF PLANTING AREA. Op CAJ..\ ~ Id· <f·"? DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL "AS BUILT" RCE EXP DATE REVIEWED BY: INSPECTOR DATE [TI:] CITY OF CARLSBAD I SH~ETS I 3 PLANNING DEPARTMENT LANDSCAPE PLANS FOR: GARFIELD PROJECT 186 CHINQUAPIN ST. AP~Otr LJ:-~ .a\ le:>-"' ·a, PLANNING DEPARThlENT DATE DWN BY: FERMAN PROJECT NO. DRAWING ND. CHKD BY: SDP05-01 436-SL RVWD BY: I I SECTION 02900 LANDSCAPING PART 1 -GENER.\L 1.02 SCOPE A. lHE WORK INCLUDES All SER~CES, LABOR, MATERIALS, lRANSPORTA TION AND EQUIPMENT NECESSARY TO PERFORM lHE WORK INDICA TIED ON lHE DRA\\\NGS AND AS SPEaRED HER8N AND AS REQUIRED TO COMPUETE PROPERLY lHE CONJRACT. B. RELA TIED WORK: ,. IRRIGATION (SECTION 02480) 1. 03 SU BMI TT ALS A. SEE REQUIREMENTS IN GENERAL CONDITIONS. AND SECTION 01340. B. CONJRACTOR SHAil SUBMIT A TYPEl\filTTEN UST 11\lH SPWRCATIONS CJ' All FEASIBLE UA TERIALS. INCLUDING S~L AUENDMENTs. FERTILIZERS. PLANT MATERIALS. ETC,. \\llH QUANTITI£S CJ' EACH. 1.04 DERNITIONS CJ' TERMS A. "PLANTING AREA" SHAil MEAN All AREAS TO BE SEEDED, SODDED, PLANTIED \\llH !REES, SHRUBS. AND/OR GROUNDCOVERS. 1.05 GUARANTIEES AND REPLACEMENTS A. PLANT MATERIALS: PLANTS (15-GALLON SIZE AND LARGER) SHAil BE GUARANTEED TO U\'E AND GROW IN HEALTHY CONDITION DURING 11£ AGREED UPON 90 DAY MAINTIENANCE PERIOD OR UNlll FINAL ACCEPTANCE (3.2D PART B). PLANT MATERIAL 1\111 CONTINUE TO BE GUARANTIEED FDR ONE (1) 1EAR. IL PLANT MATERIAL SMAllER TIMN 15-GAllON SIZE: SHAil BE GUARANTEED TO LI\£ Aftl GROW IN \IGOROUS HEAllHY UPRIGHT CONDITION FOR A MINIMUM CJ' ONE GRO\\ING SEASON AFTER FINAL ACCEPTANCE CJ' WORK (CXCLUDING SEASONAL COLOR). C. REPLACEMENT: All PLANTS NOT HEALlHY AND IN \IGOROUS GRO\\ING CONDITION AS DETERMINED BY THE LANDSCAPE ARCHITECT SHAil BE REPLACED IUMEDIATELY. PLANTS USED FOR REPLACEMENT SHAil BE THE SAME KIND AND SllE AS SPECIRED IN lHE PLANT UST. lHEY SHAil BE FURNISHED, PLANTIED AND FERTILIZED AS ORlllNALLY SPECIRED AT NO COSTS TO O"NER. 1.06 \£RtFlCATION CJ' EXISTING CONDITIONS A. ALL SCALED DIMENSIONS ON lHE DRAl'!NGS AR£ APPROJGMA TE. BEFORE PROCEEDING 111TH ANY WORK, lHE CONJRACTOR SHALL CAREFUll Y CHECK AND VERIFY ALL DIMEN~ONS, QUANTITIES, AND GRADE ELEVATIONS, ANO SIi All IMUEDIA TEL Y INFORM lHE LANDSCAPE ARCHITECT CJ' ANY DISCREP ANCtES. B. PRIOR TO 11£ EXCAVATION FOR PLANTING OR PLACING CJ' PLANT MATERIALS, lHE CONJRACTOR SHALL \£RIFY TiiE LOCATION OF All UNDERGROUND UTILITY LINES AND OlHER IMPROVEMENTs. ANO TAKE PROPER PRECAUTIONS TO AVOID DAMAGE TO SUCH IMPROVEMCNTs. IN 11£ E'IENT CJ' CONFUCT BET\lrol SUCH 11,iPROl'El,IENTS AND PLANT LOCATIONS, lHE CON!RACTC!l SHAil NOTIFY THE LANDSCAPE ARCHITECT, AND ARRANGEM[NTS 1\111 BE MADE FC!l RB.DCATION AS NECESSARY. FAILURE TO FOLLOW THIS PROCEDURE PLAl:l:S UPON THE CON!RACTOR THE RESPONSIBILITY FOR MAKNG ANY AND All REPAIRS FC!l DAMAGE RESULTING FROM WORK AS HERON SPECIFlED AT HIS 01\N EXPENSE. 1.07 PROTECTION OF EXISTING IMPROVEMENTS DURING 1HE CONSJRIJCTION AND MAINltNANCE PERIOD. TI£ CONTRACTOR SHAil TAKE EVERY PRECAUTION TO PROTECT AND AVOID DMIAGE TO SPRINKLER HEADS. IRRIGATION LINES. DRAINAGE LINES. AND AU. DlHER UNDERGROUND FAllUTIES AND All PA~NG, SlRUCTURES, FIXTURES. AND EXISTING PLANTINGS. THE CON!RACTOR SHAil BE HEUl RESPON~BLE FOR ANY ANO All DAMAGE TO SUCH IMPROl'EMl:NTS AND SHAil COMPLETELY REPAIR OR REPLA{f THE SAME AT NO COST TO THE O'M'lER. 1.08 INSlRUCTIONS AND DB SERVA TIDN A. All CHANGES AND OCVIATIONS TO 11£ PLANS AND SPEORCATIONS SHAil BE CONFlRUED IN WRITING VIA 1HE LANDSCAPE ARCHITECT, CITY INSPECTOR MUST APPROIIE All SUBSTilUTIONS. IL THE CONJRACTOR SHAil BE AVAILABI£ ON CAil TO MAKE A JOINT OBSERVATION 111TH 11£ CITY INSPECTOR. TilE CONJRACTOR SHAil HA\£ sumCIENT WORK PERSONNEi. AVAILABLE DURING NORMAL WORKING HOURS TO CORRECT DERCIENCIES IMMEDIATELY UPON REQUEST OF lHE LANDSCAPE ARCHITECT. SUCH REPAIR DR RE-WORK SER\ICES ARE TO BE PERFORMED V!THDUT INTERFERENCE OF REGULAR PRO.ECT SCHEDULE. C. PLAN~ SHAil BE SUBJECT TO APPROVAL BY THE OI\IIER'S REPRESENTATI\f AT THE PLACE CJ' GROWTH AND/OR UPON DELI\fRY TO lHE SITE FOR QUALITY, SIZE AND VARIETY. SUCH APPROVAL SHAil NOT IMPAIR 11£ RIGHT (}' OBSERVATION ANO REJECTION AT lHE SITE DUruNG PROGRESS (}' WOOi( FOR SIZE. CONDITION OF ROOT BALI.. LAltNT DEFECTs. 00 llWRIES. UC TIED PLANTS SHAil BE REM0\£0 IMMEDIATELY FROM THE SITE, UNLESS OTHER\\ISE APPRO'IED BY 1HE LANDSCAPE ARCHITECT. D. SITE OBSERVATIONS HER8N SPECIRED SHAil BE MADE BY THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHAil NOTIFY THE LANDSCAPE ARCHITECT CJ' A SITE OBSERVATION AT LEAST 48 HOURS IN ADVANCE CJ' AN OBSERVATION. AN OBSERVATION 1\111 BE MADE BY lHE LANDSCAPE ARCHITECT DURING omCE WOR~NG HOIJRS ON EACH (}' lHE STEPS OR CONDITIONS USTIED BELOW, THE CONJRACTOR OR HIS AUlHORIZED REPRESENTATI\£ SHAil BE ON SllE AT lHE TIME CJ' EACH OBSERVATION. 11£ CONJRACTOR \\Ill NOT BE PERMITTED TO INITIATE THE SUCCEEDING STEP CJ' WORK ~TIL HE HAS RECOW APPROVAi. TO PROCEED BY THE CITY INSPECTOR & LANDSCAPE ARCHITECT. 1, PRE-CONSJRUCTION MEETING: IMMEDIATELY PRIOR TO THE COMMENCEMENT CJ' WORK CJ' THIS SECTION. CONJRACTOR SHAil REC£!\£ APPROV.\L CJ' MATERI.\LS AND EQUIPMENT TO BE USED, AND METHODS CJ' INSTALJJ\TION. E. 1.09 A. 8. C. 1.10 A. B. 1.11 A. 1.12 A. IL C. 2. AFTER ROUGH GRADING, SOIL SAUPLES SHAil BE TAKEN FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION CJ' CONDITIONS. lHE COMPLETION OF FINISH GRADING AND MOW CURBS LAYOUT IN lHE FIELID, BUT PRIOR TO MOW CURB li'ISTAllATION. 4. APPROVAL OF All PLANT MATERIAL QUALITY, 5. LAYOUT OF PLANT MA TERI AL 6. PRE-MAINTENANCE OBSERVATION: \\llEN PLANTING AND All OTHER INDICA TIED OR SPEllFlED WORK, EXCEPT lHE M/>JNTENANCE PERIOD, HAS BEEN COMPl£TED. ACCEPTANCE AND WRITTEN APPROVAL SHAil ESTABLISH BEGINNING CJ' lHE ~AINTENANCE PERIOD. lHIS IS NOT A FINAL OBSERVATION OR ACCEPTANCE, AND IT DOES NOT RELE\£ TI-IE CONJRACTOR FROM ANY CJ' TI-IE RESPONSIBILITIES IN lHE CONJRACT DOCUM[NTS FOR lHIS PROJECT, 7. RNA!. SITE OBSERVATION AT lHE CONPLETION OF lHE SPECIRED MAINTENANCE PERIOII. lHIS OBSERVATION SHAil ESTABLISH lHE BEGINNING DATE FOR lHE GUARANTEE PERIOO. ACCEPTANCE: UPON COMPLETION OF lHE FlNAL OBSERVATION AND lHE WDRK CJ' lHIS SECTION, lHE CON!RACTOO \\ILL BE NOTIFlED IN WRITING (1) IWiETHER THE WORK IS ACCEPTABI.£ AND (2) CJ' ANY REQUIREMENTS NECESSARY FOR COMPLETION ANO ACCEPTANCE. SUSPENSION OF WORK lHE LANDSCAPE ARCHITECT SHAil RECOMMEND TO lHE OI\IIER ANY NECESSITY TO SUSPCND lHE WORK 'IIHOllY, OR IN PART, FOR SUCH PERIOD DR PERIODS AS llE MAY DEEM NECESSARY DUE TO UNSUITABLE ll£A !HER. OR SUCH OlHER CONDITIONS AS ARE CONSIDERED UNFAVORABLE FOR THE REASONABLE PERFORMANCE CJ' lHE WOOi(, OR FOR SUCH TIME AS IS NECESSARY DUE TO THE FAILURE ON lHE PART CJ' lHE CONlRACTOR TO CARRY OUT ORDERS GIVEN DR TO PERFORW ANY OR All PRO~SIONS CJ' lHE CONJRACT. IF IT SHOULD BECOME NECESSARY TO STOP WORK FOR AN INDEFINITE PERIOD, lHE CONTRACTOI! SHAil STORE All MATERIALS IN SUCH A MANNER THAT THEY 11111 NOT BECOME AN OBSJRUCTION NOR BECOME DAMAGED IN ANY WAY, AND HE SHAil TAKE EVERY PRECAUTION TO PREVENT OAIIAGE Cll OETERIORA TION CJ' lHE WORK PERFORMED, lHE CONTilACTOR SHAil COvt:R All OPEN EXCAVATIONS AND SHAil PRO~DE SUITABlE DRAINAGE BY OPENING DITCHES, PLANTING PIT5, ETc., ANO ERECT l!'.IIPORARY SlRUClURES 'IIHERE NECESSARY. GRADING, SOIL PREPARATION, AND PLANTING WORK SHAil BE PERFORMED ONLY DURING PERIODS WHEN BENERCI.\L ANO OPTIMUM RESULTS MAY BE OBTAINED. IF 11£ MOISlURE CONTENT CJ' 1HE SOIL SHOULD REACH A LEia THAT WORKING 11 WOULD lJESTIROY THE S~L SlRUClURE. SPREADING. GRADING ANO IlWNG OPERATIONS SHAil BE SUSPENDED UNTIL lHE MOISTURE CONTENT REACHES ACCEPTABLE LE\£LS AND lHE DES1RED RESULlS ARE ATTAINABLE. CERTIFlCATIONS AND NOTICE OF IJElJl'ERY IJF MATERIAL lHE LANDSCAPE ARCHITECT SHAil BE FIJRNISHED \\llll DUPLICATE SIGNED, LEGIBLE COPIES CJ' CERilRCATES AND/OR INV£lCES STATING lHE BRAND, GRADE, AMOUNT AND QUANTITY CJ' EACH ITEM FOR All SOI~ FERTIUZER5, SOIL CONDITIONER5, PLANS AND OTiiER MATERIALS. TiiE LANDSCAPE ARCHITECT MAY STOP WORK PROGRESS UNTL CERTIFICATES ARE REca\£0 ANO RE\IIEWED BY lHE LANDSCAPE ARCHITECT. THE CONTRACTOO SHAil NOTIFY lHE LANDSCAPE ARCHITECT IN ADVANCE \\llEN All MATERIALS ARE TO BE DELIVERED ANO TiiE MANNER CJ' SHIPMENT, AND SHAil FURNISH THERE\\ITH AN ITEMIZED UST, IN DUPLICATE, CJ' lHE ACllJAL QUANTITY CJ' MATERIAL IN EACH DELIVERY, IN ORDER TO ENSURE SATISFACTORY COORDINATION Cf OELI\fRY, AND TO EXPEDITE lHE REQUIRED INSPECTION AT THE POINT CJ' DELIVERY. THE ITEMIZED UST, IN DUPUCA 1E. FOR EACH DELIVERY OF PLANT MATERIAL SHAil INCLUDE INVOICES CERTIF'IING THAT SUBJECT MATERI.\L HAS BEEN INSPECTED AS REQUIRED BY lliE STATE AGRICULlURAL CODE PRIOR TO ACCEPTANCE OR Pl.ANTING. PARTICULAR CARE, USING APPRO'IED EQUIPI.IENT, SHAil BE EXERCISED TO [NSURE SAFE LOADING. UNLOADING, SHIPPING AND HANDLING FOR All PLANTINGS FROM SOURCE TO IN-PLACE LOCATIONS INDICATED ON THE DRAWINGs. PLANT MATERIALS QUANTITICS FOR PLANT MATERIALS ARE SHOI\II PER PLAN FOR CONVENIENCE ONLY ANO NOT GUARANTEED. CONTRACTOO SHAil Cl£(l( AND VERIFY COUNT AND SUPPLY sumC1rnT NUMBER TO FIJLAll INltNT (}' DRA~Gs. INVOICE OF MATERIALS UPON OELI\fRY CJ' MATERALS AND/Cll COMPLETION OF All SOL CONDITIONING AND GRADING. BUT PRIOR TO INITIATING PLANTING OPERATIONS, THE LANDSCAPE ARCHITECT l\llli TI£ HERETOFORE SPECIRED ~GNED COPIES CJ' REQUIRED CERTIRCA TES, TRtP SUPS AND INVOICES FOR SOIL PREPARATION MATERI.\LS. SHAU. INVOICE SUCH MATERIAi. COUPARING THE TOTAL QUANTITIES OF EACH MATERI.\L FIJRNISHED AGAINST 11£ TOTAL AREA TO EACH OPERATION, If THE MINIMUM RATES CJ' APPLICATION HA\£ NOT BEEN MET, THE LANDSCAPE ARCHITECT 11111 REQUIRE THE DISTRIBUTION CJ' ADDITIONAL QUANTITIES OF lHESE MATERIALS TO FIJLFlll lHE MINIMUM REQUIREMEN~ SPECIRED. AFTER INST.\LLATION OF PLANT MATERI.\LS, BUT PRIOR TO lHE PRE- MAINTENANCE SITE OBSERVATION, TI£ LANDSCAPE ARCHITECT, 111TH THE HERETOFORE SPECIRED SIGNED COPIES CJ' TiiE REQUIRED CERTIFlCA TES AND RELATED ITEMS. SHAil iNVOiCE SUCH MATERIA~ COMPARING lHE TOTAL AREA AND/OR THE AMOUNlS SPECIRED, IF lHE MINIMUM AUOUNTS HAIIE NOT BEEN FIJRNISHEO, lHE LANDSCAPE ARCHITECT 11111 REQUIRE TI£ INSTALJJ\TION OF ADDITIONAL MATERIALS TO FIJLAll TiiE MINIMUM REOUIREMl:NTS SPECIFlED. AFTER RD UGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LDCA IIDNS ON THE SITE TO REPRESEHT AN ADEQUATE CROSS SECTION OF CONDITIONS. SDIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY !PRE-APPROVED BY THE CITYt THE TEST SHALL INDICATE BUT NOT BE UNITED TO THE FOLLOWING, o. ORGANIC HATTER CONTENT b. N, P, K c. pH d, EC e, SOIL TEXTURE ISII.T, CLAY, SANDI f. RECOHNENDATIONS FDR AHENDHENTS, LEACHING, AND HAINTENANCE FERTILIZA TIDNS. RESULTS ANO RECOMMENDATIONS DF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY, THE APPROVED RECOMMENDATIONS FOR AHENDHENTS ANO BACKFIU. SHALL BE INCORPORA TEO INTO THE LANDSCAPE PLANS PRIOR TO THE ST ART OF CONSTRUCTION, PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT PART 2 -PRODUClS lOI QUAUTY A. Al,I. MATERIALS SHAil BE IF STANDARD, APPRD'IED, AND FlRST GRADE Q4ALITY AND SHIJ.I. BE IN PRIME CONDITION 111,EN I-IST.IWD AND AqCEPTEO. AU. CQMMERCIAU.Y PROCESSED AND/OR PACKAGED MATERI.\LS S~All BE OELil'ERQ) TO THE ~TE IN 11£ ORIGIN.\L UNOPENED CONTAINERS BE;ARING THE MANlfACTIJRER?S GUARANITED AN.\LYSIS. l02 SQIL AMENDMENT ANO FERTILIZER A. S~ALL BE A WOOD .RESIDUAL PRODUCT DERIVED FROM ~,A~NGS OF REDWOOD, WHITE FlR Af![l/OR RED RR, l)R CEDAR SHA~NGs. AMENDMENT SHAU. UPON AN.\LYSS CONTAIN Al LEAST 1.0li NllROGEN (ON A ORY WEIGHT BASIS) \\ITH AN ASH CONTENT NOT TO EJ(CEED 1511. A C9MMERCIAL GRADE PRODUCT SHAil BE USED. CONJRACTOR S~ALL SUPPLY LANDSCAPE ARCHITECT OR HIS APPO~TED REPRESENTATIVE \\lllt A SAMPLE CJ' TiiE PROPOSED AMENOI.DT ACCOMPANIED BY A L\BORATORY ANAi, YSIS FROM AN APPROVED LABORATOOY ILLUS JR A TING D(GREE OF COUPWANCE. GUARANTEE • WT/CU/YD, = 460# -720#- Af/MONIAC NllRO(})I. = 1.011. PH (LESS lHAN 6.Bi SALINITY (TOTAL Sl)LUBLE S.\L lS • 3.0 MMHoi DEN~TY = 20f CU.FT. PROPERTI£S = (G/<ADATION SIE\£ SIZE) -NO. 6 -95% MINIMUM PASSING; NO. 8 -BOX MINIMUM PAS~NG; NO. 35 -30X MINIMUM PAS~NG. l'IETABIUTY -TO BE IN COMPLIANCE \\llH STANDARDS AS PER AMERICAN socm OF AGRONOMY B. ApRICULlUR.\L GR(IOE G'IPSUM -SHAil BE A (CA S04 -H20) C.\LCIUM SµLFATE PRODUCT -94.311. 90X SHAil PASS A 50 MESH SCREEN. C!JEMICAL REACTIQN 1\111 REMO\£ SODIUM ATTACHED TO Sill PARTICLES. G)'PSUM ALSO LOOSENS HEAVY CLAY SC4LS lHROUGH ELECTRO-CHEMIC.\L ACTION. CONTROi. OF DUST DURING APPUCA TION IS MANDATORY. SHAil BE U.S. GYPSUM. DOI.IAAR, SOF'N'SOII. OR BANDIN~ IF NOT AVAILABLf, SHAil BE EQU,\L TO. C. S\)lFUR (SOIL) -SHAil BE ELEMENT.\L SUlFUR (99.5%) COMMERCIAllY PREPARED SO lHAT 46.9% PASSES A 50 MESH SCREEN. SHAil BE \\ll-GRO. UNION CHEMICALS OR BAKER INDUSlRIES. IF NOT AVAILABLf, SHAU. BE EQUAL TO. D. l~ON SULFATE -IRON SHAil BE EXPRESSED AS METAllC -OERt'IED FROM S\)LFATE -DEEP .GREEN (FI S04 H20). A MINIMUM ANALYSIS CJ' 20.0li AND 98.ll RETAINED ON A 10 MESH SCREEN, $HAil BE \\ILSON & GEO. MEYER, \\ll-GRO. OR BANDINL IF NOT AVAILABLf, SHAil BE EQU.\L TO. E. P~E-PLANT OR S!ARTER FERIIJZER SHAil BE A COMMERCIAL GRADE F].OWABLE FERTILI~ER \\llH -1% NllROGEN, IOX PHOSPHOROUS PENTIOXIDE AND IOX POTASSIUM SULFATE. NO POTASSIUM CHLORIDE IS TO BE USED, IJ/lGANIC NllROG[!4 SHAil BE FROM COTTONSEED MEAL AND UREA. PHOSPHATE AVAll,ABLE FROM SUPERPHOSPHATE ANO COTTONSEED MEAL POTASH FRON SULFA TE CJ' POTASH AND COTTONSEED MEAL 5¢REEN AN.\LYSI$, % RETAINED ON STACKED SCREEN -APPROXIMATELY 8 - MESH 24.2'1; 20 -MESH 75.2'1; 48 -MESH 0.211. AVAILABLE PERCENTAGE 'IDGHT CJ' PLANT FOOD: NllROGEN PHOSPHORIC ACID POTASH 1.0X MIN. 10.0X MIN. 10.0X MIN. S~All BE \\IL-GRO, BANDINI 00 KEllOGG. If NOT AVALABLE. SHAil BE EQU.\L TO. F. POST PLANT FER~UZER (I.IAINTENANCE): FERTILIZER (COMMERCIAL) ~All BE A CO~BINA TION CJ' NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS. FRQ:-FLO\\\NG, SUITABLE FOR APPLICATION l'llH APPROVED ~QUIPMENT AND SHAil CONTAIN lHE FOllOl'ING MINIMUM AVALABLE PERCENTAGES BV 1"8GHT CJ' PLANT FOOD: NllROGEN AMMONIAC SULFAlE REMAINDER llf NllROGEN PHOSPHORIC ACID POTASH IRON ZINC MANGANESE CALCIUM 14.0X MIN, 4.0% MIN. 8.75X WATER SOLUBLE 1.25% WATER INSOUUBLE 7.0li MIN. 3.0% UIN. 2.0li 0.15% D.15X 2.0X QRGANIC NIJR~ IS DERIVED FROM UREA AND COTTONSEED MEAL PHOSPHATE FROM SUPERPHOSPHATE AND COTTONSEED MEAL POTASH FROM $\JLFATE CJ' POcASH ANll COTTONSEED MEAL NO POTASSIUM CHLCRIDE IS TO BE USED. SVlFUR FRON SULFATE CJ' AMMONIA. CALCIUM FROM $UPERPHOSPHA!f, IRON FROM FERROUS SULFATE AND MIXED SULAOES. ~NC AND MANGANESE AR£ EXPRESSED AS METAllC AND IN lH0R (LEMENTAL FORM. $CREEN ANAL~:,: (X RETAINED) -APPROXIMATELY: 4 MESH • 1.311; $ MESH • 24.211; 20 MESH • 74.011: AND 48 MESH 0.0511. $HAU. BE \\ll-Gj!O FAIRWAY, BANDIN( OR KEllOGG. IF NOT AVAILABLf, $HAil BE EQUAi, TO. G. 2.03 A, 2.04 A. 2.05 A. 2.D6 A. PLANTING TABLE~ SHALL BE TIGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE PLANTING TABLET5, CJ' VAR~NG SIZES \\llH lHE FOllOl'ING AVAILABLE PERCENTAGES BY WEIGHT OF Pl.ANT FOOD: NIJROGEN PHOSPHORIC ACID POTASH 20.0X MIN. to.ox MIN. 5.0X MIN. SHAil BE AGRIFORM OR GRO-POWER. IF NOT AVAILABLf, SHAil BE EQUAL TO. CAPILJJ\RY PLANTING SOIL FOO PLANTERS EXTERIOR CAPILLARY PLANTER SOIL SHAil CONTAIN A MIXlURE CJ' LONG FlBER SPHAGNUM PEAT MOSS. GROUND FlR BARK. COMPOSTED REDWOOD, SAND, AND WETTING AGENT ANO A PROFESSIONAL NUTRIENT FORMlA.A. sm SHAil BE CJ' THE FOLLO\\ING PHYSICAL PROPERTIES: DENSITY WT/CU, FT. DRY BASIS 2U lJlS. TOTAL POROSITY ORY BASIS BY VOLUME Bl.2X AIR SPACE AT RELD CAPACITY BY VOLUME (6" CONTAINER} AVAILABLE WATER AT FlELD CAPACITY (6" CONTAINER) PH ECO PLANTING BACKFlll FOR lRE[S ANO SHRUBS 20.2" 35.0X 6.0 3.5 RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE 00 INCREASE TOTAi. SOIL YARDAGE AMENDMENT ANO CHEMICAL ADDITI\£S. PLANTING BACKFlll SHAil BE A THOROUGHLY BLENDED MIXTURE CJ' TOP~L ANO SOIL AMENDMENTS AT THE FOllOl'ING MIXTIJRES: SOIL AUENDMENT STOO< PILID SITE SOIL GYPSUM SUlFUR (SOIL) IRON SULFATE PRE-Pl.ANT (1-10-10) (ALSO SEE 3.04 EXTERIOR PLANTER BACKFllli EARlH MOUNDS 1/2 C.Y. 1/2 C.Y. 5 LBS PER/CU/'!!). CJ' MIX 1 LBS. PER/CU /YD. CJ' MIX I LBS. PER/CU /YD. OF MIX 3 LBS. PER/CU/'!!), CJ' MIX All sms FOR EARTH MOUNDS SHAil BE AS APPROW BY lliE LANDSCAPE ARCHITECT. SAMPLES SHALL BE SUBMITTED BEFORE ~TE IJElJ\fRY. LANDSCAPE ARCHITECT SHAil APPROIIE All GRADING PRIOR TO FlNAL PLACEMENT OF ANY PLANT MATERIALS. PLANT MATERIALS NOMENCLATURE: SCIENTIRC AND COUMON NAMES llf PLANTS HER0N SPEOFlED SHAil CONFORM \\llH lHE APPROW NAMES GIVEN IN ?A CHECKLIST OF WOODY ORNAM[NT.\L PLANIB CJ' CALIFORNIA,? PUBLISHED BY lHE UNIVERSITY CJ' CALIFORNIA, COLLEGE CJ' AGRICULTIJRE. MANUAL 32 (1963). SEE UST CJ' PLANT MATERIAL ON ORA\\\NGS. B. C. D. E. F. G. H. J. LABELING: EACH GROUP OF PLANT MA TERIAI.S DEUl'ERED ON SITE SHAil BE CLEARLY LABEi.ED AS TO SPECES AND VARIETY. HOWE\fR, ANAL DETERMINATION llf PLANT SPECIES AND VARIETY 1'111 BE MADE BY THE LANDSCAPE ARCHITECT AND l\liOSE DECISION 1\111 BE ANAL All PATIENTED PLANTS (CULTIVAR) REQUIRED BY lHE PLANT UST SHAil BE DELIVERED \\llH A PROPER PLANT PATIENT ATTACHED. QUALITY AND SIZE: All PLANTS SHAil BE ~GllllOUS, CJ' NORUAL GROWTH, FREE FROM DISEASES, INSECTS, INSECT EGGS, AND/00 EXCEED lHE MEASUREMEHTS SPEllFlED. CONTAINER STOCK: SHAil MAIIE GROIIII IN CONTAINERS FOR AT LEAST SIX MONlHS, BUT NOT OVER TWO YEARS. NO CONT/>JNER PLANTS lHAT HAif CRACKED OR BROKEN BAllS CJ' EARTH 'IIHEN TAKEN FROM lHE CONTAINER SHAil BE PLANTED, EXCEPT UPON SPECIAL APPROVAL NO !REES l'ITii DAMAGED ROOTS OR BROKEN BAllS SHAil BE PLANTIED, PRUNING: AT NO TIME SMAil ]£ PLANT MATERIALS BE PRUNED, !RIMMED OR TOPPED PRIOR TO DELIVERY, AND ANY .\I. TERA TION ON TiiE SITE CJ' lH0R SHAPE SHAil BE CONDUCTIED ONLY \\ITH lHE APPROV.\L ANO IN lHE PRESENCE OF THE LANDSCAPE ARCHITECT. INSPECTION CJ' PLANT MATERIAI.S: REQUIRED BY CITY, COUNTY OR STATE AUlHORITIES, SIWJ. BE A RESPONSIBILITY CJ' lHE CONJRACTOR, ANO 'IIHEN NECESSARY HE SHAil HA\£ SECURED PERMITS OR CERTIFlCATES PRIOR TO DELIVERY CJ' PLANTS AT SITE. ON-SITE INSPECTION OF PLANT MATERI.\LS: PLANTS SHAil BE SUB.ECT TO INSPECTION ANO APPROV.\L OR REJECTION Al THE PROJECT SITE AT ANY TIME BEFORE OR DURING PROGRESS CJ' WORK FOR SIZE, VARIETY, CONDITION, LA TENT DEFECTS AND INJURIES. REJECTIED PLANTS SHAil BE REMOVED FROM THE PROJECT SITE IMMEDIATELY. REJECTION AND SUBSTilUTION: All PLANTS NOT CONFORMING TO THE REQUIREMENTS HER0N SPEClRED SMAil BE CONSIDERED DEFECTIVE, AND SUCH PLANTs. \\llElHER IN PLACE OR NOT, SHAil BE MARKED AS RE.ECTIED AND BE IMMEDIATELY REMOW FROM lHE SllE CJ' lHE WORK AND REPLACED \\llH ACCEPTABLE PLANT MATERIALS. lHE PLANT MATERIALS SHAil MEET All APPLICABLE INSPECTIONS REQUIRED BY LAW. All PLANTS SHAil BE lHE SPECIES. VARIETY, SIZE. AGE. FLOWER COLOR AND CONDITION AS SPECIFIED HER0N AND/OR AS INDICATIED ON lHE DRAl'INGs. UNDER NO CONDITION \\ILL lHERE BE ANY SUBSTITIJTION OF PLANT SPECIES, VARIETY, OR REDUCED SIZE FOR lHOSE USTIED ON THE ACCOMPAN~NG DRAI\UIGS. EXCEPT l'llH lHE EXPRESS llfilTTEN CONSENT OF THE LANDSCAPE ARCHITECT AND CITY INSPECTOR. RtGHT TO CHANGES: THE LANDSCAPE ARCHITECT RESER\£5 lHE RIGHT TO CHANGE lHE SPWES, VARIETY AND/OR ~ZES (}' PLANT MATERIAL TO BE FURNISHED, PRO~DED lHAT lHE COST CJ' SUCH PLANT CHANGES DOES NOT EXCEED lHE COST CJ' PLAN~ IN THE ORl~NAL BIO. TIJE CONJRACTOR SHAil BE NOTIFlED AND CONFlRMED IN WRITING PRIOR TO SIXTY (60} DAYS BEFORE lHE PLANTING OPERATION HAS COMMENCED. CHANGES IN lHE SIZE AND/OR VARIETY CJ' ANY PLANT TO BE FURNISHED 11\ilCH INVOL\£S A REDUCTION OR ADDITION IN COST SHAil BE ADJUSTIED IN lHE CONJRACT COST, AND MUST BE APPR0\£0 BY THE CITY INSPECTOR. ROOT CONDITION: lHE LANDSCAPE ARCHITECT RESER\fS lHE RIGHT TO INSPECT ROOT CONDITION CJ' ANY SPECIES, PARTICULARLY lHOSE GROIIN FROM SEED, AND IF FOUND DEFECTIVE, TO REJECT THE PLANTS REPRESENTIED BY lHE OEFECTI\f SAMPLE. K. PROTECTION: All PLANTS AT All TIMES SHAil BE HANDLED AND STORED SO THAT THEY ARE ADEQUATELY PROTECTIED FROM DR~NG OUT, FROM l\lND BURN, AND FROM All OlHER INJURY. All Pl.ANTS DETERMINED BY lHE OWNER?S REPRESENTATil'E TO BE \\!LTED, BURNED, OR DRIED OUT, MAY BE REJECTED, AND REM0\£0 FROM lHE SITE. lHE CONJRACTOR?S ON-SITE PLANT STOP.AGE AREA SHAil BE APPRO\Ell BY TiiE OI\IIER?S REPRESENTATI\£ PRIOR TD THE DELIVERY CJ' ANY PLANT MA TERIAl.s. L SHRUB ANO TREE SAMPLES: T'IPICAL SAMPLES, TIJREE CACH CJ' All VARIETIES AND SIZES (SHRUBS 5 GAllON AND UNDER, !REES 15 GAllON ANO UNDER) CJ' ALL PLANT MATERIALS SHAil BE SUBMITTED FOR INSPECTION APPROVAL AT 11£ ~TE A MINIMUM CJ' FlFTEEN DAYS PRIOR TO PLANTING OPERA TIOHS. APPROVED SAUPLES SHAil REMAIN ON lHE SITE AND SHAil BE MAINTAINED BY lHE CONJRACTOR AS STANDARDS CJ' COMPARISON FOO Pl.ANT MATERIALS TO BE FURNISHED. SAMPLES 1\111 BE INCORPORA TIED INTO lHE WORK. .cftB ~.I f J}xohn D. Krizan~'), LICENSE NO. * lfrh i,. ~ TISiJinaturc "C "f VRenewal date ~ "".e 3121:os 0o,. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. Op Ch\.\~ (,!>, f'·t?~ "AS BUILT" RC[ __ _ EXP,----DATE REVIEWED BY: INSPECTOR DATE I--------Jl---+------------f--+---+--+----l fsi=iml4 CITY OF CARLSBAD I SHE7ETS I ;:~==:::...:==:::P:::lAN::::::N:::l::::N:::G:::D:::E::::P:::AR::T:::M::E:::NT':===::'....:::==~ CARLSBAD MUNICIPAL WATER D/S7RICT WILLIAM E. PLUMMER R.C.E. 28176 DATE DEPUTY CITY ENGINEER EXP. 3/31/06 .1,onaO'IJd Tv'NOllVOna3 >tS300lnV NV A8 a3onaO'IJd DA TE INITIAL DA TE INITIAL ENGINEER or WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL LANDSCAPE PLANS FOR: GARFIELD PROJECT 186 CHINQUAPIN ST. PLANNING lEPAR1MENT DWN BY: FERMAN CHKD BY: __ _ RVWD BY: PROJECT NO. SDP05-01 DRAWING NO. 436-8L I 00 r- 1-u ::J C 0 a: Q. -' ~ 0 j:: ,c( u ::J C w X: lfJ w C 0 1- ::J ,c( z ,c( > ID C w u ::J C 0 a: Q. 1 4.85 2 2.54 ~ ~ l'l'lO,, UNi 3 4" GPM 3/ 4" GPM 1 3 4" 2 3 4" 1 3 4" 3.04 GPM 1 .80 GPM 3.04 GPM r--MOW c:1/RB (Typ.) • ' P4TIO 1!'•15' 5'-0' 0-• " ~ " ., ,, v,.ROOM T.~. 11.00M ~ '<« ~ l.V. ROO~ OUM°""IU ... '"'--.t!-" ~-"'' ., 0 ' i !. ' .: ! ! ~ . i NOTE: d 0' ~i ., o E ii <i o E l !. e f "' . ; ~r ! ! ~. ~r • < • • " ' EE ' <><l •"· CHINQUAPIN AVENUE DESIGN PRESSURE 50 PSI MAX. DESIGN GPM 10.08 GPM STATIC WATER PRESSURE 80 PSI PRESSURE CALCULATION WORST CASE VAL VE N 0. 3 SERVICE LINE--APPROX 70' FROM METER TO POC METER LATERALS RCV SINGLE STATION BALL VALVE/GATE VALVE SUBTOTAL 10% FOR FITTINGS TOTAL LOSSES 2 1.82 T.V. ROOM 8 • .. if' Fl~. f -1 . El W,?J 7.42 PSI 0. 70 PSI 1.75 PSI 3.80 PSI 0.33 PSI 14.00 PSI 1.4 PSI 15.40 PSI 3 4" GPM 3W ~ " ·- 8 • .. ¥ .; ! ! ~. 'i. PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT IRRIGATION LEGEND 1 3 4" 2 3 4" SYMBOL DESCRIPTION 5.54 GPM 4.85 GPM ---...... INDICATES SPRAY HEAD MOUNTED ON RAINBIRD 1806 POP-UPS (L-6, DETAIL A) • 0 ~ ~ RAINBIRD 3/4" ASVF SERIES REMOTE CONTROL VALVE WITH PRS (PRESSURE REGULATOR) MODULE. INSTALL ABOVE GRADE, 6" ABOVE HIGHEST IRRIGATION HEAD. (L -6, DETAIL G) l'lOI'. LINE a. ,,.o RAINBIRD ESP-SERIES, 4 STATION CONTROLLER (WALL MOUNT) ~ WITH UNIKRAINSO RAIN SHUT-OFF DEVICE. MOUNT CONTROLLER IN STORAGE AREA OR AS DIRECTED BY OWNER. COORDINATE EXACT LOCATION AND POWER WITH GENERAL CONTRACTOR. (L -6, DETAIL C) ® HAMMOND 805 GATE VALVE INSTALLED IN PLASTIC VALVE BOX FLUSH WITH GRADE. (L -6, DETAIL B EXISTING IRRIGATION METER TO BE REMOVED. NEW WATER METERS LASCO OR EQUIV. CLASS 200 PCV LATERAL LINE. (L -6, DETAIL D) _J FOR EACH UNIT TO BE ALONG CHINQUAPIN ST. AS SHOWN ON GRADING PLANS 436-8A. 3 10.08 4 9.86 t;:; LU ,:r: t;:; Cl ..J LU ..:: ,:r: < i.., 3 4" SEE PRESSURE GPM CALCULATIONS BE LOW 3/ 4" GPM FOUR (4) NEW WATER METERS. ONE PER UNIT (TYP). GRA PHIC SCALE 0 20 "' I I I ( IN FEET ) 1 inch = 10 It. CARLSBAD MUNICIPAL WATER DISTRICT WILLIAM E. PLUMMER R.C.E. 28176 DATE DEPUTY CITY ENGINEER EXP. 3/31/06 .Lonao~d 1VNOl.l VOna3 >IS.300.lnV NV AS a3onao~d ---LASCO OR EQUIV. SCH. 40 PVC MAINLINE. (L -6, DETAIL D). PVC SLEEVE UNDER PAVING AT TWICE LINE SIZE. -H--NOT USED. @ RAIN SENSOR CUP (L-6, DETAIL H) --SPECIFIC LOCATION TO BE DETERMINED. EE WATER METER. REFER TO CIVIL PLANS FOR EXACT LOCATION OF POTABLE WATER METERS. PER UNIT e INDICATES CONTROLLER STATION --TOP NUMBER IND ICATES NUMBER OF REMOTE CONTROL VALVE & BOTTOM NUMBER INDICATES VALVE GALLONS PER MINUTE. POC IRRIGATION LINE TO BE CONNECTED TO UNIT DOMESTIC/POTABLE WATER SOURCE. PER UNIT EXACT LOCA TlON TO BE DETERMINED AS PER PLUMBING PLANS. IRRIGATION LEGEND SYMBOL DESCRIPTION RADIU~ GPM MANUFACTURER SHEET/ (MAX.) (MAX.) RAINBIRD MODEL No. DETAIL ---1 /2 RADIUS SPRAY HEAD 8' 0.52 8 SERIES MPR -5H L-6/A ■ 1/4 RADIUS SPRAY HEAD 8' 0.26 8 SERIES MPR -5T L-6/A -= END STRIP SPRAY 4X15' 0.61 15 SERIES MPR-15EST L-6/A =-= SIDE STRIP SPRAY 4X30' 1.21 15 SERIES MPR-15SST ..... CENTER STRIP BUBBLER -0.50 5 SERIES MPR CST-B L-6/A • END STRIP BUBBLER -0.52 8 SERIES MPR EST-B L-6/A ♦ HALF BUBBLER -1.00 5 SERIES MPR H-B L-6/A ~ QUARTER BUBBLER -0.50 5 SERIES MPR Q-B L-6/A • PRESSURE COMPENSATING BUBBLER 1.00 5 SERIES MPR H-B L-6/A SYMBOL REPRESENTS 2 PER TREE "AS BUILT" ,7Cc>J'B ~ QJohnD .,,,.;% / LICENSE NO. ,..i, ... .2326 * A~ * ~l'~ Signawn, ~ RCE EXP DATE .., llecewal dale ~ ~ 3/WOtl 0"v REVIEWED BY: Op CA\.\ i APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. /&1•t/·Pr INSPECTOR DATE ~ CITY OF CARLSBAD I SH~ETS I 5 PLANNING DEPARTMENT LANDSCAPE PLANS FOR: GARFIELD PROJECT 186 CHINQUAPIN ST. APPt~ L::t-~-..o7t J~ • 1,=; ·o, PLANNING DEPARTMENT DATE '" DWN BY: FERMAN DA1E INITIAL PROJECT NO. DRAWING NO. DA1E INlllAL DA1E INITIAL CHKD BY: REVISION DESCRIPTION SDP05-01 436-SL ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: "II ::a 0 C C 0 m 0 ~ > z > C -l g m (II ;a: m 0 C ~ ~ "II ~ C C ~ \02907 t; 5 ~ .J <C ;.: 0 ~ ::, 0 w ~ w 0 g ::, <C ;.: <C ~ 0 w ~ ~ a. z :i • N F1NISH GRADE 3• MIN TO 6" MAX. --1.'-'S--POP-UP 5PRAY HEAD -51:.'E IRRI. PLAN FOR POP-UP HEIGHTS t /2" X 1 /2" FIPT X FIPT PVC ELL 1/2" MARL£X STREET ELL {MIPT X FIPl) ~~-:::-----1,2• SCH. 80 PVC TI-lREADEO -:...._ 6 RISER j~r-il-..✓,;~C,~~~===========1/2• MARLE.X SIHEET ELL [MIPT X CIPl) PVC LATERAL LINE '--------SCH. 40 PVC S X S X FIPT TEE DR ELL NOTE: -CONTRACTOR SHALL INSTALL ANTI-DRAIN VALVES, WHERE APPLICABLE. TO PREVENT LOW HEAD DRAINAGE -INSTALL SPRINKLER HEADS 3" MIN. TO 6" MAX. FROtJ SIDEWALKS, CURBS ANO PAVCMENT. -USE 3/4" FITTINGS ANO RISERS WHEN SPRINKLER INLET IS 3/4-" AS REQUIRED. 0 POP-UP SPRINKLER SWING JOINT W/ SCALE, N. T.S. ~ FINISHED GRADE BACKFILL Of NATIVE SOIL ffiEE Of ROCKS AND DESRIS 1/2" OR GRlA fl:.R. ~ bl ~ ~~~ ' ---DEBRIS FREE SAND :111 I 11.JBING OR IMRING TO BE TAPED TO SIDE Of MAINLINE EVERY 10' -IJ• ~ -111=111==111 Jl~1JSIJ-'---MAINLINE -PVC CLASS 315 -2• OR LARGER rr-m'-'m'~ -;;_' .L,, -i' AND/OR SCH 40 -1-1/2" INCH OR SMAIUR MINIMUM 18 • BELOW FINISHED GRADE MINIMUM 24" 13ELOW PAVING NOTES: -ALL PLASTIC PRESSURE PIPE UNDER PAl/1.NG SHALL BE INSTALLED IN A PVC SL££1/E. -ALL PLASTIC PRESSURE PIPE SHALL HA\IE A/12 lRACER LINE. -BUNDLE AND TAPE WIRES TO MAINLINE EVER 10' WITI-1 POL YETHELENE T' WIDE PLASTIC-E3ACKEO ADHESIVE TAPE. -AU. TRENCH 'MOTHS 8" MINIMUM, TRENCHING (o MAINLINE & LATERAL LINE SCALE N.T.S. LEGEND: 1. ID TAG 2. V/A lER PROOF CONNECTION (1 Of 2) J, 30-INCH LINEAR LENGlH OF WIRE, COlLED + REMOTE CONlROL • ANTI-SIPHON VALVE: 5. INSTALL 6-INCH MIN. ABOVE HIGHEST POINT OF DISCHARGE 6. UV RADIATION RESISTANT f,vc;,'i,~ 40 MALE ADAPTER 7. UV RADIATION R:ESISTANT PVC sci 40 PIPE (1 OF 2 8. tlNISH RADE/TOP Of MULCH 9. PVC SCH 40 ELL (1 OF 2) 10.PVC LATERAL PIPE {I OF 2) ® REMOTE CONTROL VALVE G-----scALE, N. T. s. FLOW PLASTIC VALVE BOX WllH COVER F1-USH WITH PAVlNG AND/OR 1 Al3DVE FINISH CRADE IN LAWN AND 2" IN SHRUB AREAS FILTER FABRIC TO COVER OPENINGS (TYPICAL) FINISH GRADE BRASS NIPPLES PVC UNION I ' p I-SCHEDULE 40 PVC NIPPLES $CH -10 PVC FEMALE ADAPTER (TYPICAL) PVC LA TCRAL LINE BALL VALVE (SIZE PER LINE) --------PEA GRA VEl -e• DEPTH ---------SET BOX LEVEL ON 4 STANDARD BRICK SUPPORTS B f--------® GATE VALVE scALE, N. T.S. --Y/. Y/ 1/ 1=11=1 ~ illITT111 ~ ~ ~mrnl " _,.___ I .;<-- FlNiSHED GRADE BACKFILL OF NATIVE SOIL rTIEE Of ROCKS ANO lJl:.SRIS 1/2" DR G~EATER. DEBRIS FREE SAN□ i J-;_11_ !li !li 111;;:;1E111e-, ~--~~bN¼~E sc:~ =-~~}J-51;ctf ~Rs~~~ j]}~fil~~~ MINIMUM i 8 • BELOW FINISHED GRADE 'h Mll~IMUM 24-• BELOW PAl/1.NG DIRlcCT BURIAL CONTROL WIRE NOlES: -ALL PLASTIC PRESSURE PIPE UNDCR PAVING SHALL BE INSTALLED IN A PVC SLEEvL -ALL PLASTIC PRESSURE PIPE SHALL HAVE A 112 TRACER LINE. -BUNDLE AND TAPE WIRES TO MAINLINE EVERY 10' WITH POL'fETHELENE 2" WIDE PLASTIC-BACKED ADH~SIVE TAPE. -ALL TREl'iCH WIDTHS 8 MINIMUM. ©f----'--:R __ AL=; N __ N--=-.~ 5 -'-'H--1 N--'--G-=----'--M_A_I N_L_I_N_E __ _ -I-----2" GALVANIZED POLE THREDDED CAP ON END Ir 3/4" EMT CONDUIT W/SLB CONNECTOR TO NIPPLE ON POLE CONCRETE fOOTlNG SLOPE TO DRAIN SENSOR CABLE AtF 9516-2SP ® RAIN SENSOR CUP H -----s c ALE, N. T. S. PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT NOTES: -ALL WIRING SHALL llE ll'.ISTALLED PER LOCAL£ CODES. -ALL ELECTRICAL CONNEC110NS TO BE MADE WITH PEN-TITE CONNECTORS. -MOUNT MIN. 5' ABOVE FINISHED FLOOR OR GRADE. -INSTALL PER MANUFACTURER'S SPECS. . ,[>c' --WALL MOUNT CONTROLL£R IN METAL CABINET. . . ·, --.. , ~ .• ~ 120 VOLT AC 60 HZ FROM POWER SOURCE BURIED 24• MIN, BELOW GRADE. :---STRUCTURE WALL CONCRETE SL.AB (OR FINISHED GRADE) SUBGRADE ,-.c:~-....•. ;-:-:--,·t .. :."., :-; T' SCH 40 PVC W / SWEEP ELL . ·='ii""l'ii.lli'l-l'iiil ; Ille 'ff i Tl I • 1_ I .'l/4• RIGID SWEEP Ell CONDUIT '-FROM POWER SOURCE FRONT V1EW ()IRECT BURIAL WIRES TO VALVES BUNDLE AND TAPE 10" 0,C. NOTES: f"iNISHED GRADE BACKFILL Of NAT\v'E SOIL FREE Of ROCKS AND DEBRIS 1 /2" OR GREATER. '---LATERAL L'.NE -PVC CLASS 200 (EXCEPT 1/2•) MINIMUM 12" BELOW FINISHED GRADE MINIMUM 18" BELOW PAVING -ALL PLASTIC PRESSURE PIPE UNDER PAl/1.NG SHALL BE INSTALLED IN A PVC SLEEVE. -ALL PLASTIC PRESSURE PIPE SHALL HAVE A 112 TRACER LINE. -BUNDLE ANO TAPE WIRES TO MAINLINE EVERY 10' WITH POL'YETHELENE 2• WIDE PLASTIC-BACKED ADHESIVE TAPE. -LA TE.RAL IRE.NCH WIDTHS 4" + DIA. OF PIPE MINl~UM. LATERAL LINE PRESSURE SUPPLY LINE TO HOUSE~ TEE FITTING INSTALLED BY PWMBER PRESSURE SUPPLY LINE TO IRRIGATION SYSTEM BAU. VALvE VALVE BOX Sc.H 80 PVC NIPPLE SCH 80 PVC UNION IRRIGA TlON MAINLINE SEE PLANS PVC MALE ADAPTER PRESSURE SUPPLY UNE PRIVATE LOT POC SCALE, N. T.S. CARLSBAD MUNICIPAL WATER DISTRICT WILLIAM E. PLUMMER R.C.E. 28176 DEPUTY CITY ENGINEER EXP. 3/31/06 J.:>nao~d TvNOIJ. vona3 >1s3aoJ.nv N'v Aa a3onao~d DAlE IRRIGATION NOTES 1. IRRIGATION PLAN IS APPROXIMATE AND DIAGRAM MA TIC. ALL VALVES, MAINLINES AND OTHER COMPONENTS SHALL BE LOCATED IN PLANTING AREAS ADJECENT TO LOCATIONS SHOWN ON PLAN . 2. IRRIGATION SYSTEM SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINACES . 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER AND CORRECT FUNCTIONING OF ALL IRRIGATION EQUIPMENT AND COMPONENTS AND FOR THOROUGH IRRIGATION COVERAGE. 4. ALL HEADS SHALL BE ADJUSTED SO THAT OVERSPRAY ON TO PAVING AND STRUCTURES IS MINIMAL. 5. CONTRACTOR SHALL INSTALL PVC SLEEVES UNDER PAVING AND WALLS AS REQUIRED FOR ELECRICAL WIRES BEWTWEEN IRRIGATION CONTROLLER AND REMOTE CONTROL VALVES. 6. CONTRACTOR SHALL LABEL EACH VALVE WITH ITS CONTROLLER STATION NUMBER ON A WATERPROOF TAG IN THE VALVE BOX. 7. CONTRACTOR SHALL POST A STATION NUMBER LEGEND INSIDE DOOR OF CONTROLLER. 8. ALL PVC SLEEVES UNDER PAVING AND WALLS SHALL BE TWICE THE SIZE OF THE MAIN LINE OR LATERAL LINE. 9. IRRIGATION SYSTEMS ARE TO BE INSTALLED AS SHOWN ON THE PLANS AND IN ACCORDANCE WITH THE CRITERIA AND STANDARDS OF THE CITY LANDSCAPE ORDINANCE AND CITY LANDSCAPE MANUAL STANARDS INCLUDING ALL REGIONAL STANDARDS FOR LANDSCAPE INSTALLATION AND MAINTENANCE AS OF THE APPROVED DA TE OF THESE PLANS. 10. LANDSCAPE CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION SYSTEM WITH GENERAL CONTRACTOR, INCLUDING PLACEMENT OF MAIN LINE ANS LATERAL LINES, CONTROLLER, WIRING, CONDUIT, AND OTHER COMPONENTS. 11. ALL LATERAL LINES AND RUNS SHALL END IN 1 /2" 12. CHECK VALVES SHALL BE INSTALLED AS REQUIRED TO PREVENT ALL LOW HEAD DRAINAGE. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. RCE __ _ REVIEWED BY: INSPECTOR "AS BUILT" EXP----DATE DATE 1--------+--+-----------+---+--+-----je---f fSHm16 CITY OF CARLSBAD I SHE7ETS I ~~==~==:::::P:::LA:::::::NN:::1:::::NG:::::::D::E::::PAR::::::::::T:::M:::EN::::T:::::===:'....':::::::::=~ DKIE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE PLANS FOR: GARFIELD PROJECT 186 CHINQUAPIN ST. PLANNING DEPAR™ENT DWN BY: FERMAN CHKD BY: __ _ RVWD BY: PROJECT NO. S0P05-01 lo• ,<,-.,7 DAlE DRAWING NO. 436-8L SECTION 024BD IRRIGATION PART 1 -GENERAL 1.01 GENERAL CONrnTIONS: A. lliE GENERAL CONOITIOOS, SPWAL CONDITIONS, AND OMSl!Jl I ARE AN ADDED PART C.-!HIS SECTION ANO CONTRACT FOR lHIS WORK AND APPLY TO THIS SECTION AS FULLY AS IF REPEATED HERDN. 1.02 SCOPE: A. THE WORI< INCLUIJES AU. SER~C£S, LABOR, MAlERIAI.$, TRANSPORTATION ANO EQUIPMENT NEC£SSARY TO PERFORM Tl£ WORI( INDICATED ON !HE ORAl'!NGS ANO AS SPEaFIED. lHE GENERAL CONDITIONS AND OMSDN 1 APPLY TO THIS SECTION AS FULLY AS F REPEATED HEREIN. Ul4 A. 1.05 A. B. 1.06 1.07 A. 1, RELATED WORK: (AJ LANDSCAPING SECTION (02900) SUBMIITALS: SUBMIT A UST C.-AU. IRRIGATION EQUl'MENT TO BE USED, MANIJFACTURER?S BROCHURES, MAINTrnANCE MANUALS, GUARANTEES AND OPERATING INSTRUCTIONS. GUARANlEE: FURNISH GUARANll'E IN ACCORDANCE l\llH GENERAL CONOITION5, FOR A PCRIOD C.-ONE (1J YEAR FROM OAll' C.-ANAL ACCEPTANCE -AT CONCLUSION CJ" 1HE MAJNlENANCE PERIOD -ON COMl'I.Ell' WAll'R IRRIGATI<li S'ISTEM, INCLUDING NONSETTUNG CJ" BACKl1U. IN TRENCllES WHICH, F OCCUR$, SHAU. BE CORRECTED, INCLUDING REPM!S AND/Ill REPLACEMENT C.-ANY MAll'RIAL OAIIAGED THCREBY Ill lHEREFROY. OBSERVATION: IN AU. CASES WHERE OBSERVATION C.-SPRINKLER SYSll'M WORK IS REQUIRll> ANO/OR l\\£RE PORTIONS C.-WORK ARE SPECIAED TO IE PERFORMED UNDER DIRECTION AND/OR OBSERVATION C.-CITY INSPECTOR t LANDSCAPE ARCHlll'CT ON HIS REPRESENTATIVE. CONTRACTON SHAU. NCTIFY ARCHITECT t !lTY INSPECTOR AT !£AST 1HR£E (J) WORKING DAYS IN /oiiVANCE C.-TII.E SUCH INSPECTION AND/OR DIRECTION IS REQUIRED. OBSERVATION I\IIJ. IE REQIJIRll> FOR THE FOIJ.OIIING PARlS C.-llt: WORK: 1. UPON INSTALLATION C.-SLEE\B. Z UPON INSTALLATION AND ll'STING rs: MAIN LINES AND LAlERAL LINES; WHEN PIPES ARE L>JD AND ARE TO BE SUBMITIED TO PRESSURE l<STS. 00 NOT CO\IR ANY LINES UNTIL !HEY HAl'E BEIN OBSERVED Mil APPROVED, l UPCN INSTAU.ATION AND TESTING C.-VALVES, QUl(l( COUPIER5, BACKFLOW PREVENlIR OC\4C£, AUTOMATIC CONTROLLERS, AND CONTR!l. VALVES AND \\1RES. 4. WHEN SPRINKLER SYSll'II IS CCMPLill'D, CONTRACTOR, IN THE PRESENCE rs: ARCHITECT, SHALL PERFORM A COl'ERAllE ll'ST TO DETERMINE If COVERAGE CJ" WATER AFFORDED TIHE LA\\11 AND PLANTING AREAS IS COIIPLITE AND /oiiEQUAJL CONTRACTOO SHAU. FURNISH ALL MATIERAI.S AND PERFORM AU. WORK REQUIRED TO CORRECT ANY IN/oiiEQUAllES TO CCVER. 5. FlNAI. OBSERVATION AND PERFONMANCE TEST SHAU. llE AT 1HE SAME TIIAE AS FlNAL OBSERVATION C.-1HE LANDSCAPE WORK. TESTING: ALL P'IC MAIN AND LA TERAI. LINES ~iALL llE SIJB~TED TO A PRESSURE 1l'ST C.-125 P~ FON A PERIOD C.-FOUR HOURS. ALL TESTING SHAU. BE IN lHE PRESENCE rs: lHE aTY INSPECTOR AND LANDSCAPE ARCHlll'CT. APPROVAi. SHALL BE REC8VED BEFORE BACKFlWNG ANY TRENCH. DO NOT COVER ANY LINES UNTIL !HEY HA l'E BEIN OBSERVED AND APPROVED. RECORD DRAVINGS: BEFORE FlNAL ACCD'TANa: C.-WORK, ~TRACTON SHAU. PRO~llE A RECORD SET CJ" ORAIIINGS SHOl'!NG SP~NKLER SYSll'II WORK. 1. ANY CHANGES IN LOCATION C.-ITEMS Ill l)1'f IJ" INSTAU.ATIONS FROM lHAT SHQ\\lj ON ORAVINGS SHALL BE SO INDICATED OH 1HE RECORD ORAVINGS. VALYES SHAU. BE NUMBfRED AND CORRESPONDING NUMBERS SHAU. BE SHOlllj ON RECORD DRA\\1NGS. AU. REMOll' CONTRrt VAL\£5, SHUT-Off VAl.\£5, QIJl(l( COUPLER VAL'IES SHAU. IE LOCATED BY MEASURE DIMEN~ONS. OIMEN~ONS SHAU. BE Gl'IEN TO PERMANENT OBJECTS AND SHALL 1£ TO NEAREST ONE-HAif FOOT, 4. ON 11£ IN~llE SURFACE CJ" THE CO'IER C.-EACH AUTOMATIC COJ,TRIJU.ER, PREPJ\1£ ANll MOUNT A CHART SHOl,ING YAL'IES AND SPRINKLER H£/JlS s.R~CEO BY lllAT PARTICULAR CONTR!JU.ER, AU. VAi.YES SHAU. IE NUIIBERED 10 M/lTCH OPERATION SCHEDULI AND ORAVINGS. OJ,LY !HOSE AREAS CONTROUID BY CONTROLLER SHAU. BE SHOIIN. 1HIS CHART SHAU. BE A PLOT PLAN, ENTIRE OR PARTIAL, SHOVING BUILDING, WAU(S, ROADS Arfl WAU.5. A PHOTOSTATIC PRINT IJ" lH~ PLAN, Rll>UCED AS NECESSARY ANO LIGIBI.E IN ALL DETAILS, SHAU. BE NAOE TO A SZ[ THAT 11\U. Fl! INTO 11£ CONTROLLER COVER. lHIS PRINT SHAU. IE APPROl!D BY 1HE ARCHlll'CT AND SlAl.l BE HERMETICALLY SEALED BY PLASTIC. THIS SHAU. lHEN BE SECURFD TO INSOE C.-CO\IR. IMMEDIATELY UPON INSTALLATION fl' ANY BURIED PIPE ON EQUIPMENT, CONTRACTON SIAU. INOICAll' ON TI£ DRA"1NGS LOCATIONS fl' SAID EQUl'MENT. DIMEN~ONS SHAU. BE GIVEN FROII PERMANENT OE.ETS SUCH Iii. BULOINGS, SIO[WAUKS, CURBS AND llRl\'l:WAY5. 1.08 A. B. C. 0. E. GENERAL REQUIREMENlS: CODE REQUIREMENTS SHAU. BE !HOSE C.-STATE AND MUNl~PAL CODES AND REGULATIONS LOCALLY GOVERNING THIS ~ORK, PRO~DINO !HAT ANY REQUIREMENTS fJ' THE ORAl!NGS AND SPEaFlCATIONS, NOT CONflJCTING THERE\\ITH BUT EXCE£DING THE COOE REQUIREMENTS SiAU. 00\UlN, UNLIIS llll!TTEN PERMISSION TD 11£ CONJRARY JS GRANTED BY 11£ DJSJRICT, EXTREI.E CAR£ SHALL BE EXERCISED IN EXCAVATING AND WORKING IN !HE AREA DUE TO ElOSTING UTILITIES. CONJRACTOR SHAU. BE RESPONSIBLI FOR DAMAGES CAUSED BY HIS OPERATIONS. CONNECTIONS SHAU. BE MADE AT APPROXIMATELY LOCATIONS SHO\\lj ON ORAVINGS. CONTRACTON SHAU. BE RESPONSfil FOR MINOR CHANGES CAUSED BY ACTUAL Sll' CONDITIONS. LANDSCAPE HEADERS AND MOl\t/G STRIPS SHAU. BE IN PLACE BEFORE INSTALLATION fl' SPRll'lillR SYSll'M, SCALED OIMEN~ONS ARE APPROXIMAll'. BEFORE PROCEEDING l'!lll ANY WORK, CONTRACTIOR SHAU. CAREFULLY CHECl< AND VERIFY AU. DIMENSONS. F. PLAN LOCATIONS C.-SUB SURfACE LINES. VAl.1£5, CONTROULR ml PIPE LINES ARE DIAGRIJJMATIC AN> INOICAll' !HE SPACING AND RELATil'E LOCATIONS IJ" ALL INSTAU.A TIONS. G. AU. LINES SHAU. HAl'E MINIMUM C1£ARANCE IJ" ~X (6J INCHES FROM EACH OTHER, AND FROM LINES CJ" DTIIER TRADES. PARAU.ll LINES SHAU. NCT BE INSTALLED DIRECTLY O'IER ONE ANOTHER. H. OIElfCTRIC BUSHINGS SHAU. BE USED IN ANY CONNECTIONS VllH PIPING IJ" DISSIMILAR f.lETAL MATCRIAl.5. L POINT rs: CONNECTIOH SHAU. BE APPROXIMAlaY AS SHO\\lj ON ORAVINGS CONNECT NEW UNDERGROUND PIPING AND VAL '/ES AND PRO~DE ALL FLANGES, ADAPll'RS ON OTHER NECESSARY FlIBNGS FOR CONNECTION. PERMIS~ON TO SHUT OFF ANY EJOSTING IN-USE WAll'R LINES MUST BE OBTAINED -18 HOURS IN ADVANC£, N WRITING FROII OYmER. CONTRACTOR SHAU. RECEJ\E INSTRUCTIONS FROM O~ER, AS TO 11£ EXACT l.ENGlH C.- TIME fl' EACH SHUT-Off. K. CONTRACTON SHAU. ACQUAINT HIMSEUF 111TH AU. ~11' CONDITIONS. PART 2 -PRODIJClS 2.01 MATERIALS: A. PIPING: PIPE ~Z£S SHO\\lj ARE NOMINAi. IN~OE OIAMEll'R UNLISS OlHERl'!SE NOll'D. (A) (B) (C) {D) (Q (F) (0) (HJ PRl:SSURE MAINLINE PIPING FOR SIZES 2' AND LARGER SHALL BE P'IC CLASS 315. PIPE SHALL BE MADE FROM AN NSF APPROl£D Tll'E 1, GRADE I, PVC COIJPOUND CONFORMING TO ASJII RESIN SPE<lflCATIONS 'D1784". ALL PIPE MUST MEET REQUIREMENTS AS SET FONlH IN FEDERAi. SPt!lFlCATIIJNS PS-22-70. "11H AN APPROPRIAll' STANDARD DIMENSION {S.D.R.J -(SOLl'ENT WELD PIPE). PRESSURt: MAINLINE PIPING FOR SIZES 1-1/2' AND SMALLER SHAil BE PVC SCHEDULE 40 >lllH Silt.VENT I\WlED JOINTS PIPE SHALL llE MADE FROM NSF APPRO\Ell Tll'E 1, GRADE 1, PVC COMPOUND CONFORMING TO ltiE ASJII RE~N SPECIFlCATIONS '0178li', AU. PIPE MUST MEET REQUIREMENTS AS SET FORTH IN FEDERAL SPECIACATIONS PS-21-70. PVC SOLVENT-'1£1.D FlTTINGS SHAU. BE SCHEDULE 40, 1-Z 11-1 NSF APPROVED CONFORMING TO ASTII l<ST PROCEDURE D2466, SOl.'IENT CEMENT AND PRIMER FOR PVC S!l.VENT \!UJl PIPE ANO FIIBNGS SHAU. BE fl' l)1'f AND INSTALLATION WE!HOOS PRESCRIBED BY 11£ MANUFACTURER. AU. P'IC PIPE MUST BEAR 1HE FOllOIIING MARKINGS. 1. MANUFACTURER NAME Z NOMINAi. PJPE ~2E l SCHl;OUY; OR CLASS 4. PRESSURE RATING IN P.s.J. ~ NSF (NATIONAi. SANITATION FOUNDATION) APPROVAi. 6. DAll' C.-EXTRU~ON AU. FlTTINGS SHAU. BEAR lHE MANUFACTURER NAME IJ" TRADEMARK, MAll'RIAI. DE~GNATION, SllE, APPLCABLI LP.S. SCHEDULI AND NSF SE.IL IF APPROVAL 2. Pl'C NON-PRESSURE lAT!R,\l UI\I PIPING (A) (BJ (CJ NON-PRESSURE BURIED LAll'RAL LINE PIPING SJALL BE PVC Cl.ASS 200 ol!Tii SOLVENT-'1£1.D ,XllNTS, PIPE SHAU. llE MADE FROM NSF APPRO'IEO, l)1'f 1, GRADE 11 Pl'C COMPOUND CONFORMING TO ASTII SPWFlCATIONS 'D17B4'. AU. PIPE MUST MEET REQUIREMENTS SET FORlH IN FEDERAL SPECIFICATION PS-22-70 llllH AN APPROPRIATE STANDARD DIMENSION RA no. EXCEPT AS NOTIED IN PARAGRAPHS (AJ AND (B) rs: SECTION 2.01.A.1(A) AND {B), All REQUIREMENTS FON NON-PRESSURE LATERAL LINE PIPE AND FlTTINGS SHALL BE THE SAI.E AS FON SOLVENT-WELD PRESSURE MAINLINE PIPE AND FITTINGS AS SET FORlH IN SECTION 2.01.A.1 IF TIHESE SP£CIFlCATIONS, (PRIMER NOT REQUIRED). All UN~ZED END RUN LATER LINES SHALL BE 3/4' PIPE. 8. C. D. PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT FlIBNGS AND CONNECTIONS: 1. POL Y~N'!l CHLORIDE PIPE FITTINGS AND CONNECTIONS: TYPE t GRADE 1, SCliEDU..E ~ HIGH IMPACT MOLDED FITTINGS, MANUFAC1UREJl FROM ~RGIN COMPOUNDS AS SPECIFlED FOR PIPING, TAPERED SOCKET OR MOLDER lHREAD TYPE. SUITABLI FOR EllHER SOLVENT WELD OR SCREWED CCNNECTIONS. MACHINE lllREAOED FITTINGS AND PLASTIC SADDLE AND FLANIZ FlTTINGS ARE NOT ACCEPTABLE FURNISH FITTINGS PERMANENTLY MARKED \lllH FOI.LO\IING INFORMATION: NOMINAL PIPE !.Z£, Tll'E AND SCHEJlULI C.-MA TERIAt. AND NA TIONAI. SANITATION FOUNDATION (NSF) SEAL IF APPROVAL Pl'C FITTING SHAU. CONFORM TO ASJII D2464 AND D2466. AUTOMATIC CONTROL VIRE: (IF NEEDED) 1. ELECTRIC \'!RING RUNNING FROII CONTROLLER TO AU TOMA TIC CCNTROI. VALVES SHALL BE NO. 14, SOLID, SINGLE CONDUCTOR, COPPER \IIRE, 4/64 INCH INSULATION, 4/64 INCH I.EOPRENE JACKET, STYLE BR (DIRECT BURIAL) ON EQUAt. COLOII CODE >IIRES TO EACH VALl'E, CCMMON VIRE SHAU. BE lllilTE. AUTOMATIC COHTROI.LER: I. CONTROLLER SHAU. BE FURNISl£D AND INSTAU.ID CDMPLEll' 111TH ALL WAll'R, ElfCTRICAI. 00 DRAINAGE SER•CES. READY FC!I OPERATIOJt UNIT SHAU. BE ElfCTRIG. SELF-CONTAINED OIJIDOOR 111'£, WAIJ.---MOUNTED, OR APPROVED EQUAL S£E DETAIL FON CllflROIJ.ER ENCLOSURE. Z UNIT SHAU. HAVE A MINIMUM STATIONS AS SH0\\11 ON IRRIGATION LEGEND. l CONTROlilR SHAU. llE !HE LATEST MODEi. fl' !HE PARTICULAR MANUFACTURER SUPPLIED, ~ UNIT SHAil. BE 120-VOLT, 611-CYCLE CONTRWII!, BE COMPl£1ELY AUTOMATIC /\ND ~ALL FUHCTICW CP110NAl.l.Y Vt,lff OR 'MTHOOf THE CLOClt ~ ANY STATIOH MAY BE REPEAll'O INDEPENOENllY IN ANY 24 HOURS. ~ STATIONS SHAU. BE ADJJSTABlE FROll 1 TO 59 MINUlES. 7. CONTROL PANEi. SHAU. BE REMOVABLI PWG--IN TYPE. 8. MECHANISM SHAU. BE HOUSED IN STURDY, VANDAL-PROOF CASE, MANUFACTURED CJ" 14-GAUGE STEEi., OR CASE ALUMINU~ FURNISHED FOIi MA~MUM !;XWllC!I PROJECTION. 9. !HE Cl.Oil< AN> AU. WORKING PARTS fl' !HE COHTROIJ.ER SiAIJ. BE CONTAlifD ltlTHIN ONE PROJECTING COVER. E. CONTROL VALl'ES: I. REMOll' CONTROi. VALVES SHAU. llE C.-AU. PLASTIC BOOY. VAL\'£ SHAU. BE PRO•DED 111TH AN ADJJSTABlE FLOW CONTROL SlEJI AND SHALL BE OPERABLI MANUALLY lollHOUT ELICTRlaTY. F. VAi.VF. BOX: I, FOR REIIOll' CONTROL VAl."'5 9-1/2'x16"x11" RECTANGULAR BOX MANUFACTURED BY CARSOH INDUSTRIES #14129--128 111TH Blll.T OQ\\lj CO'IER 00 APPROVED EQUAL. 1 FOR GAlE VAL~ 111' ROUND, CARSON INOUSTRJES jl910-12B l\llH PURPll' Bill! CO'IER OR APPROVED EQUAL. ElllENSIDN SlID'E lll BE Pl'C-6' MINl,IUM ~ZE. G. SP~NKLER HEADS SHAU. IIE AS REQUIRED ON THE ORA\\INGS C!I APPRO\fll EQUAL H. GAll' VALVES: I. GAll' VAL;{ 1 INCli ~lE TO 2 INCH ~Z[ SHAU. MEET ASTII STANDARDS \'!TH SEALS llolilCH ARE SELF ADJJSTINO TO COMPENSAll' lltAR. GAll' VALVES SHAU. HAl'E MOLDED MICRo-FlNISH GAll' 111114 LOW TORQUE REQUIREMENTS lll OPERAlE UNIT MANUALLY. GAll' VALVE SHAU. HAl'E A PATrnTED FrATURE -'PRELOADED' Sll'M SEAi. AND IMPACT Rl:S:STANT HANDLES, L CONCREll' FOOTIN.-S SHAU. BE 2,000 P3 CONCRElE AT 28 0AY5. i BACl<fllJ. SHAU. 11E CLEAN FllJ. SOIi. K. CONTRACTON SHAU. PRO~DE TO Tl£ 01\NER: I. TWO (2J CONJR!l. VAi.\£ KEYS. Z T\\O (2) ';RENCHES FON REMD,NG EACH DIFFERENT Tl1'E CJ" SPRINKLER HEAD. l ONE (1) -18' TEE \\RENCH Fill OPERATING GAlE VAL\B. 4. ~x (6) QIJl(l( COUPLER KEYS AND ~x (6J HOSE BIB ASSEMBLIES. ~ FlVE (5J KEYS FDR OPENING AND LOCKING EACH AUTOMATIC CONTROIJ.ER. PART 3 -EXECUTION 3.01 GENERAL REQUIREMENTS: A. LOCATIONS OH DRAl'lNGS ARE DJA::RAMMATIC ANO APPROXIMATE ONLY, AND SHALL BE CHANGED ANO ADJJSTED AS NECESSARY AS DlRECTED TO MEET ElOSTlNG CONDITIONS AND OBTAIN COMPUEll' WAll'R COVERAGE. LOCAll' AND STAKE AU. WORK AND OBTAIN APPROVAi. CJ" ARCHITECT BEFORE INSTAU.ATIONS. B. INSTAil. AND EllTEIIO SYSIDI AS SH0\\11 ON ORAVINGS, ANO AS NECESSARY TO CARRY OUT 1HE INlENT C.-ORAVINGS ANO SPEaFlCATIONS. C. LOCAll' LINE$, VAL'IES AND OlHER UNDERGROUND UTILITIES AND RECE\E APPROVAL C.-ARCHlll'CT BEFORE DIGGING TRENCHES. 3.02 INSTALLATION IF IRRIGATION SYSll'M: A. EXCAVATION AND BACKAWNG rs: TRENC HES: SUBGRAOE, AND BACKFlU. TO LINE ANO OR PIP!: FlTTINGS. ll'STINO AND I. EXCAVAll' TRENCHE5, PREPARE GRADE \lllH sum~ENT ROOII F INSPECTING OPERATIONS. DO N BEEN SJBJECTED TO HYDROSTA OT BACKFllJ. UNTIL PIPE SYSll'II HAS TIC TEST AS SPECIFlED. B. G. CARLSBAD MUNICIPAL WATER DISTRICT WILLIAM E. PLUMMER R.C.E. 26176 DEPUTY CITY ENGINEER EXP. 3/31 /06 J.OOOO~d lVNOllV0003 >IS300J.OV NV AS 030000~d 2. 4. 5. 6. OEPlll OF JRENCH: POL YVN'!l CHLORIDE PRESSURE LINE 1 B' MINIMUM CO\ER POL YVN'!l CHLORIDE NON-PRESSURE LINE 12" MINIMUM CO\ER TRENCHING lllROUGH AIR£AS llliERE TOPSOIL HAS BEEN SPREAD: (A) DEPOSIT TOPSOIL ON ONE SIDE fJ' lRENCH AND SUBSOIL ON OPPOSITE ~DE. SUBSOIL SHAU. BE FREE IF AU. ROCKS OVER ONE (1) INCH IN DIAMETER, DEBRIS, AND UTTER, PRIOR TO USE AS BACKFlU. VliERE SO INOICAll'D ON DETAIL REPAIR ANY LIAKS AND REPLACE All DITTCTI;{ PIPE FlTTINGS UNll UNES MEET ll'ST REQUIREMENTS. DO NOT CO\ER ANY LINES UNTIL lllEY HA\£ BEEN INSPECTED AND APPROVED FOR TIGIHNESS, QUALITY OF WORKMANSHP AND MA ll'RIAl.5. BACKAU. TRENCHES. AfTER APPROVAi. C.-PIPING, l'!lH SUITABLE AND APPROVED MATERIAL. TAMPING SQL AROUND PIPE AND THOROUGHLY COMPACTING All TRENCH FlLLS UNTIL 901 COMPACTION HAS BEEN ACHIEVED. 7. BACKFllJ. MATERIAL SHAil BE APPROVED SDI~ FREE FROM ROCKS AND CLOOS. INSTAU.ATION C.-POLYVN'!l CHLORIDE PIPE: 1. BECAUSE C.-THE NATURE C.-PLASTIC PIPE AND FlTTINGS, EXER~SE CAUTION IN HANDLING, LOADING AND STORING, TO AVOID D!JJAGE. 2. THE PIPE AND FlTTINGS SHAll llE STORED UNDER CO\ER UNTIL INSTAU.ATION, AND SHAil BE JRANSPORTED IN A VEHICLI \lllH A BED LONG ENOUGH TO AU.OW LENGlH C.-PIPE TO LAY FLAT SO AS NOT TO BE SUBJECll'D TO UNDUE BENDING OR CONCENTRAll'D EXTERNAL LO/oii AT ANY POINT. 3. ANY Pl'E THAT HAS BEIN DENTIED OR DAMAGED SHALL BE OISCARDFD UNTIL SUCH DENll'D OR DAMAGED SECTION IS CUT AND REJOINED l\llH A COUPLING. 4. TRENCH DEPTH SHAU. BE AS SPEaFlfD ABOVE FROM !HE FlNISH GRADE TO THE TOP C.-THE PIPE. !HE BOTTOM C.-TRENCH SHALL 1£ FREI C.- ROCK5, CLOOS. AND OlllER SHARP-EDGED OBJECTS. 5. PIPE ENDS AND FlTTINGS SHALL BE VIPED VITH MEK, DR EQUAL, BEFORE I\EUllNG SOL VENT IS APPLIED. WELDED JDINTS SHAU. BE GIVEN A MINIMUM rs: 15 MINUTES TO SET BEFORE MO~NG OR HANDLING. All REI.D CUTS SHAU. BE BE'IELED TO REMOl'E BURRS AND EXCESS BEFORE FITTING AND GLUING TOGETHER. 6. PIPE SHAU. BE SNAKED FROM ~DE-TO-Sill( C.-TRENCH BOTTOM TO AU.OW FOR EXPAN~OH ANO CONTRACTION. 7. CENTER LOAD Pl'E VllH SMALL AMOUNT fl' BACKflU. TO PREVENT ARCHING AND SUPPING UNDER PRESSURE. 1£A'IE JOINTS EXPOSED FOR INSPECTION DURING TESTING. 6. NO WATER SHAU. BE PERMITll'D IN 1HE PIPE UNTIL INSPECTIONS HA\£ BEEN COMPlfll'D AND A PERIOD OF AT !£AST 24 HOURS HAS ELAPSED FOR SOL\IJIT 111:LD SETTING AND CURING. 9. PLASTIC TO I.ETAL JOINTS: SOLVENT-WELD, USING SOLVENT RECCMI.ENDED BY PIPE MANUFAC1URER ONLY. m PLASTIC TO PLASTIC J~N!S: SOI.VENT-WELD, USING SOLVENT RECOMMENDED BY PIPE MANIJFACrnRER ONLY. ti, SOLVENT-\\Wl JOJNTS: ASSEMB1£ PER MANUFACTURER?S RECOMMENDATION. REMOll' CONTROi. \IIRING: 1. DIRECT BURIAL CONTRrt \\IRE ~ZES: AS SHOl\li AND SPEOFlED HER8N BEFORE. 1 PRO•DE ONE CONTROL l'IRE AND 0!£ COMMON GROUND I\IRE TO SER~CE EACH VALVE IN SYSll'M. PRO~llE 4-FOOT MINIMUM EllPAN~ON LOOP AT EACH VAL\'£ TO PERMIT RlllOVAL AND MAINTENANCE CJ" VALl'ES. 3. INSTALL CONTROi. IW!ES AND IR~GATION PIPING IN COMMON lRENCHES WHEREl9 POSSJBIL 4. CONTROL \IIRE SPLICES: ALLOW ONLY ON RUNS IJ" MORE THAN JOO FEET, SPLICES AS FOi.LOWS: (l) STRIP Off MINIMUM C.-2-1/2 INCHES rs INSULATION FRDl,I EACH \'!RE. (2) T\\l5T ON SCOTCHLOCK ELECTRICAi. SPRING CONNECTOR, MINIMUM FOUR COMPUEll' WRN5. (3J SEAi. CONNECTOR IN EPOXY R£SN. (4) TAPE COMPLETED SPLICE 'l!lH SCOTCH 33 ELEClRICAL TAPE. NUMBfRING AND TAGGING: IDENTIFY OJRECT MAI. CONTR!l. VIRES FROM AUTOMATIC VALVES TO lERMINAL STRIPS IJ" CONJRDIJ.ER AT TERMINAL STRIP BY TAGGING \'!RE VllH NUMBER fl' CONNECTED VAi.Vi.. D. F. G. H. I, I(, L N. 3.03 A. AUTOMATIC CONTROLLER: 1. AU TOMA TIC CONTROLLER SHALL BE INSTALLED AS SHO\\lj ANO DIRECTED. CONTROLLER SHAU. BE TESTED l'!lH COMPlfll' ELECTRICAL CCNNECTIONS, CONTRACTOR SHAU. IIE RESPONSIBLI FOR TEMPORARY PCWER TO CONTROULR FOR OPERATION AND ll'STINO PURPOSES. CONNECTIONS TO ~TRll. \\IRING SHALL BE MADE VllHIN lHE PEDESTAL C.-lHE CONTROLLER. ALL VIRE SHAU. FOllOW !HE PRESSURE MAIN INSIJfAR AS PCSSBLE l ELICTRICAL \\IRING SHALL BE IN A RIGID Pl'C PLASTIC CONOUIT FROM CONTRDIJ.ER TO ELICTRICAL OUTLET. 1HE ElfCTRICAI. CONTRACTOR SHAU. BE RESPONSIBLI FOR INSTAWNG AU. \'!RING TO THE SUB- PANEl.5, CLOCKS, ON EI.SE\\liERE AS REQUIRED, IN ORDER TO COMPLEll' lHIS INSTALLATION. A DISCONNECT S\IITCH SHAU. BE INCLUDED. 4. CCNTROULR SHAU. HAVE A MASll'R Sl'!TCH. IT SHALL BE PDS~Blf TO OPERAll' EACH VALVE MANUALLY, INDEPENDENT C.-CLOCK ON C.-ANY OTHER VAL\fi.. REMOlE CONTROL VALVES: I. INSTALL VAI_\E BCXES AS SHD~ ON DETAIL INSTAil. NO MORE lHAN ONE VAL'lf. PER BDlt STENCIL VALVE NUMBER ml CONTROLLER LITTER ON UNDERSIDE C.-VAi.iE BOK LID. VALl'E BOX: I. INSTALL VALVE BOXES Iii. SHQ\\lj ON DETAIL INSTAU. NO MONE !HAN ONE VALVE PER BOlt BRAND VAl.l'E NUMBER AND CONTROULR LETTER ON VAi.iE BOX LIO. SPRINKLER HEADS: I. AU. SPRINKLER HE/oiiS SHAU. llE INSTAil.ED AS PER DETAILS SHOIIN. Z NOZZLI SJlE CJ" AU. HEADS SHAU. IE AOJJSTED TO SUIT ANY PARTICULAR CONDITIONS C.-lHE AREA. !HIS SHAU. IE DONE Afll'R !HE SYSll'II HAS BEEN lHOROUGHLY TESTED, IMUEDIAll'LY AF1l'R WRITTEN NOTIFlCATION BY THE ARCHITECT TO DO SO. QUl(l( COUPLER ASSEMBLY: 1. INSTAil. AU. QUIil< COUPLERS AS IN~CATED ON ORA\IINGS ANO AS OJRECll'O. SET AU. VALVES PLUMB AND TRUE 10 ANISH GRADE AND A MAJIIMUM CJ" 12 INCHES FROM PA~NG, WALKS, HEADERS ON CURBS, ANO AS SHOlllj ON PLANS AND AS DIRECTED. GAll' VALVES: 1. INSTAil. WHERE SHQ\\lj AS DETAILED. BACKFLOW PREl'ENll'R: I. EXACT LOCATIOH ANO POSITIONING SHALL BE l'EffiFlED ON !HE SllE BY CONTRACTOR ,t QTY BACKFLOW SPWAUST. PRESSURE REGULA TON IF tlEEOED SHAU. BE INSTAil.ED AS PER DRAl'!N.-S AND DETAIL VERIFY ANAL LOCATIOH \lllH ARCHITECT. INSTALLATION fl' AND-DRAIN VALVES: ANTI-DRAIN VAi.YES SHAU. Bf INSTAU.ID lN THE RISER ASSEMBLIES CJ" AU. SPRINKLER HEADS THAT DO NOT HAl'E MANUFACTURER INSTALLED ANTI-DRAIN DE~ PRO•DE CliECK VALVES ON ANTI-DRAIN VALVES Iii, MAY BE REQUIRED BY 11£ aTY PLAN~NG DEPARTMENT TO PREVENT ORAINA!I: CJ" IRRIGATION l'l.\lER FROM SPRINKLER SYS1EII DUE TO CHANGES Ill EJIVATION. INSTAil. QUICK COUPLERS AND REMOll' C(}ITROI. VAi.YES ADJACENT TO WALKS AND CURBS IN SHRUB PLANTING AREAS. INSTAU. QUIil( COUPLERS VALVES NO FURTHER lllAN 150 FEET APART ~ GENERAi. LANDSCAPE AREAS. SLEE\1NG: 1. CROSSING fJ' Vf.HICLE PA\1NO Wllll IRRIGATION PIPE OR !!RING SHAU. BE AVOIDED ~ERE'IER POSSJBIL F A CROSSING MUST BE MADE, SLEEIING SHAU. BE INSTALLED AS FOIJ.0115; A. SLEEl'E SIZES FC!I IRRIGATIOH LINES SHAU. BE A MINIMUM ~ T\\O (2J TIMES !HE SJ2E CJ" 1HE LH IT SERVES. 6. INSTALL MAINS, \'!RING AND LAlERAI.S IN SCH 80 SLEEVES W/3ff CO\£R UNDER 1/EHICLI PA\Vfll Z CROSSING CJ" PEDESTRIAN PA,NG SHAU. BE: A. INSTALL MAINS AND l\1RING IN SCH 40 SLEEVES W/1~ COVER UNOER PEDESTRIAN PA\tlG B. INSTAil. LAll'RALS IN SCH 40 SLEEVES W/1'1' CO\O! UIIOER PEDESTRIAN PA~NG CLEAN-UP: AS PROJECT PROGRESSES. CONTRACTOR SHAil. MAINTAIN AU. AREAS IN A NEAT MANNER ANO REMO\£ UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION CJ" lHE PROJECT, CONTRACT!lR SHAU. REMOVF. ALL DEBR~ AND cONmNERS USED IN ACCOMPLISHING WORK. HE SHALL SWEEP ANO CLEAN AU. SIOCWALKS, ASPHALT, AND CONCRElE AREAS ADJACENT TO PLANTINGS. ... ~B~_,-' JohnD.KriZIIII ~ LlCENSENO. I* tJJf J,1, ~t Siptuni "< 7 Renewal dntc ~ r" ...._ Jmtoa o"v RCE "AS EXP. BUILT" DATE APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING np CA\.,\ i REVIEWED BY: PRECISE LOCATION OF PLANTING AREA. /p•'f·,rf- INSPECTOR DATE ITT] CITY OF CARLSBA.D I SH~TS, 7 PLANNING DEPARTMENT LANDSCAPE PLANS FOR: GARFIELD PROJECT 186 CHINQUAPIN ST. ~_;'j:Ee C,. ~~ t,;,. 1~-e, PLANNING DEPAR1MENT DATE /1\ DWN BY: FERMAN PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: DATE ENGINEER Of' WORK REVISION DESCRIPTION OTIHER APPROVAL CITY APPROVAL RVWD BY: SDP05-01 436-SL