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HomeMy WebLinkAboutDWG 538-7L; CT 2021-0005; CHINQUAPIN COAST HOMES; 01-12GENERAL CONDITIONS SHORT FORM PROTECTION OF LIFE AND PROPERTY 1. Contractor shall protect al l construction and landscaping from damage and, when required, provide guards or covering. Any damage shall be repaired or replaced at the Contractors expense. Contractors on the job shall carry the following Insurance: (a) Workers Compensation, (b) Public Comprehensive General Liability, and (c) Property Damage. In an emergency threatening the safety of life, wo rk or adjoining property, the Contractor is hereby instructed to act at his discretion lo prevent such loss or injury and shall maintain the following minimum liability insurance coverage during the contract period . COVERAGE Bodily Injury: $250,000 per Individual, per Occurrence Property Damage: $100,000 per Occurrence, aggregate 2. The Contractor shall cause to be named as additional insured in such Contractors Public Liability, Contractors Protective Liability and Automobile Liability Insurance policies the following : (a) RINCON REAL .ESTATE GROUP, 1520 N. EL CAMINO REAL , UNIT 5, SAN CLEMENTE, CA 92672 (b) GILLESPIE MOODY PATTERSON 3176 LIONSHEAD AVE. SUITE '102', CARLSBAD, CALIFORNIA, 92010 3. Contractor shall not cause this policy to be canceled or permit it to lapse, and the insurance policy shall include a clause to the effect that the policy shall not, at any time during the construction period, be canceled or reduced, restricted or limited until fifteen (15) days after all additional insureds have received written notice as evidenced by returned receipts of registered or certified letters. 4. The Co ntracto r agrees to hold the Owner and Landscape Architect harmless from any claims arising out of his operations of any of his sub contractors, material supplies, or agents. 5. 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 specifications and their provisions shall be carried out by the contractor. 6. The contractor shall verify the locations of all existing utilities, structures, and services before commencing work. The locations of utilities, structures and services shown in these plans are approxi'mate only. Any discnepancies between these plans and actual field conditions shall be reported to the owner or landscape architect. 7. The contractor shall protect all existing utilities and features to remain on, and adjacent to, the project site during construction. Contractor shall repair, at his own expense, all damage resulting from his operations or negligence. 8. The contractor shall obtain the pertinent engineering and/or architectural plans before beginning work. 9. Permits for any construction depicted in these plans shall be obtained by the contractor. 10. Contractor shall have a valid contractors license required for the particular wo rk being done. Contractor shall not allow the license(s) to lapse during the contract period. NOTE: A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS OR LANDSCAPE PLANTING AND IRRIGATION ONLY. DUE TO RELOCATION OF UTILITIES AFTER PLAN APPROVAL, PLEASE ADD A NOTE TO PLANS TO INDICATE THAT THE 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 IRRIGATION AS-BUILT PLANS ARE REQUIRED TO BE SUBMITTED TO THE CITY AND SHALL BE PREPARED AS REQUIRED BY THE ENGINEERING AND PLANNING DIVISIONS. THE FINAL PLANS SHOULD BE PREPARED BY THE LANDSCAPE ARCHITECT FROM DIMENSIONS PROVIDED BY THE CONTRACTOR FINAL AS-BUILT PLANS SHALL BE DRAFTED CLEARLY TO THE SATISFACTION OF THE CITY, AND FINAL AS-BUILT PLANS SHALL BE DRAFTED CLEARLY TO THE SATISFACTION OF THE CITY, AND FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY PRIOR TO THE RELEASE OF SECURITIES. PROJECT SITE ( CHINQUAPIN AVENUE) PLANS PREPARED FOR : RINCON REAL ESTATE GROUP 1520 N. EL CAMINO REAL, UNIT 5 SAN CLEMENTE CA 92672 PLANS PREPARED BY: G.M.P. GILLESPIE. MOODY. PATTERSON 3176 UONSHEAD AVE., SUITE '102' CARLSBAD, CA 92010 858.558.8977 FAX: 858.558.9188 www.gmplandarch.com SHEET INDEX: SHEET: lANDSCAPE lTilE SHEET lANDSCAPE CONSTRUCTION PlAN lANOSCAPE CONSTRUCTION DETAILS & NOTES lANDSCAPE IRRIGATIC!'l Pl.AN HYDROZONE ~ & IRR CAI.CUIJ\TIONS lANDSCAPE IRRIGATION DETAILS lANDSCAPE PlANTING PlAN lANDSCAPE PlANTING DETAILS & NOTES lANDSCAPE PlANTING SPECIFICATIONS TOTAf. SHEETS 01 TS-01 02 LC-01 03 LC-02 • •·. 04 Ll-01 05 Ll-02 06-09 Ll-03 -Ll-06 10 LP-01 11 LP-02 12 LP-03 12 THE CITY OF CARLSBAD LANDSCAPE STANDARDS REQUIREMENTS SHALL TAKE PRECEDENCE OVER THE APPROVED LANDSCAPE PLANS. SHOULD A DISCREPANCY OCCUR BETWEEN ANY NOTES, • VIC INITY MAP LOCATION MAP SPECIFICATIONS, DETAILS, SITE CONDITIONS, OR OTHER SITUATION REGARDING THE INTERPRETATION OF CONSTRUCTION FROM THESE PLANS, THE CITY REPRESENTATIVE'S DECISION SHALL BE FINAL. CITY OF OCEANSIDE HIGHWAY 78 PACIFIC OCEAN CITY OF VISTA CITY OF ENCINITAS FIRST SUBMITTAL:11-16-22 SECOND SUBMITTAL:01-05-23 THIRD SUBMITT AL:02-08-23 FOURTH SUBMITT AL:05-28-24 . FIFTH SUBMITTAL:09-19-24 ::J .§ - 0 ... -, l)SCA \\erao (NTS) . DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, TI-IAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER TI-IE DESIGN OF TI-1/S PROJECT AS DEFINED IN SECTION 6703 OF TI-/£ BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND TI-IAT TI-/£ CHECK OF PROJECT DRAWING$ AND SPECIFICATIONS BY TH£ CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TI-I /S CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS TI-/£ LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. TI-IES£ 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. PHONE NO: • ( ~) _5_58_-8_97_7 __ ~---- "°"""maso, ½ DA TE: 10-28-24 REGISTRA TION NO: __ 3=5=03~---EXP/RATION DA TE: ~0=2-=20=2~5 ______ _ BY: WATER EFFICIENT LANDSCAPE DECLARATION: 1-w w I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF I CARLSBAD'S LANDSCAPE MANUAL & WA1ER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN Cl) COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE W REGULATIONS TO PROVIDE EFFICIENT us OF WA 1ER. JOHN PA HERSON DA TE: 10-28-24 SIGNED UNDER PENAL TY OF PERJUR PHONE NO: ( ~) _5_58~-8~97~7 ______ _ REGISTRATION NO: __ 3=5=03'-----EXP/RATION DA TE: 02-2025 BY: BACKFLOW PREVENTER TESTING: ALL /RR/GA TION BACKFLOW PREVEN1ERS SHALL BE 1ESTED BY A CERTIFIED 1ESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WA 7ER DISTRICT. PIPE BETWEEN THE M£1ER AND BACKFLOW PREVEN1ER SHALL BE "SCHEDULE K HARD COPPER~ APPROVED CONTRACT BACKFLOW TES7ERS CAN 8£ FOUND BY CALLING 442-339-2722 INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHl1ECT OF WORK, OR THE LANDSCAPE ARCHITECT OF WORK'S DES/GNA TED AGENT. REFER TO TH£ SPECIF/CATIONS FOR THE SCHtDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTAL$. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCH/7ECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "CERTIFICATION OF COMPLETION" FORM. £ -MAIL THE FORM TO: bp@dugmoredesignstudio, com. TO MAKE A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY TH£ CITY, CALL (760) 436-7327. PRIOR TO BEGINNING LANDSCAPE WORK: THE -CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE DESIGNER OF WORK SHALL REVIEW THE PROJECT UTILITY LOCATION$ AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. 11 AS BUILT'' GMP JOB NO: 21-088 RCE __ _ EXP,----DATE __J I--I- APPROVED FOR IRRIGATION AND PLANTING 1-------------------1 TS-01 ONLY, INCLUDING PRECISE LOCATION OF PLAN TING AREA. REVIEIJED BY, INSPECTOR DATE · ~------------1-----+---+---t----l~I CITY OF CA_ RLSB_ AD ~,, ~. PLANNING DIVISDN g m p LANDSCAPE CHINQUAPIN COAST HOMES B1'16 Llons,head Ave 5\/lte, 10 :2 C,arlsbad, C,A q2010 9mplandarc.h.eom T 858 55e 8"!11 330 CHINQUAPIN AVE CARLSBAD, CA 92008 APN• l-----+--->---------------+--+----+-----1 I APPROVED~ 1/~ 11/4/2,.y 1-----1----+----------------1------1---+---+----1 ::;:P::::L::::AN::::N:;':1:':::N:::G===;-;::::=========;-;::D:::A:::::T::E===: DATE INITIAL DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DA TE INlllAL DWN BY: __ _ CHKD BY: __ _ CITY APPROVAL RVWD BY: DRAWING NO. 538-?L PLOT DATE: 10/28/2024 EXfST!N EDGE·--_ OFASPHA --\ I \i I ,, ··-•·-___ /tIJ~_QJJ12 _-. (49.5 TW@ fG) (4/ 1 /3W@ /=G) EXISTING ASPHALT TO REMAfi,.J 49_;3 BVI 49.!TF :· 52.4 TvV ---------•" (52.0 TW@r-=G) ' 50.0 8\1/ 49.1 TF (5? 8 TW} --·------ (52. 1 TW@FG) {4B. 9 BW@ FG) / EXISTING EDGEJ/ ~·--·--- OFASPNALT (49.8 FS) ___ ___. RET. W,4LL FOOTING (TYP.) EXiSTiNG &rB\if!URE ~tyREMAIN ~ .. :: ~ ' 53, 7 Tl/Ii 5(WBW@FG 49.1 TF I 7 EXISTING $'7NUC:TURE TO REF//A!N ---------\ -----~----------- .150 CH/NQUAPH\i A VE APN 206-020.·:34-00 ------------------·----· ______________ _r------- -·---- " -\,__ - ------ -------..1· -~ -----. - - ,c \_49.80 FS. 1 '-6" / 'I I so.ors !PAiVSFOl?fvf!::R UN!T9 t=f:=.; 505 PAD'" 50.0 PROPOSED WALL AND FENCE COMB/NA TiON NOT TO EXCEED 6' ··-•-;r50.0 r:G C r PROPOSED FENCE / -)✓OT TvEXCt:"£1) 6-,-- / 0.4% UN/TD Ff;;; 50,5 PAD:;:. 50.0 49.3 TG 48,5 f,5-\ s2.-1 rvv \ 5!2} FJi _____ __::_--- 50.0 FS 50.3 FS 49._Q4 TC -•e• 4-9.44 1-::s UN/Tl ff:,; 50.5 PAD;;;:, 50.0 t ; I 49.5 FG-,,,./ 49.3H·__,,_,,,., L,c15.c,9 PS OJ% 1 '-6" I I () GFFc: 4:JO ,_, 49.o rs 49.c rs 2 UNiT5 r:W,PFG I 476 JE / ,,, I',.., x--~..l,Qii:1~;~-,-ul // •i".1.,.0;;;;C;;;;c==:;===~==, I I ,1.§.:% 49,5 BW@FG \ \\. 48A TF-\ . .t .. 50.G FG \\ \\',. I . 49.0 FG %t, EXISTiNG S7RUCTUF{E EX!S. f I NQtllREfl[:Wfi;Y BUILDING TO PE1i/1AIN --· 52.4 TVV -j 49.5 BV\\0FG 47.? TF I ' I 1.:.4 '{i • J , ... ·.,_, FG (54.3) .J FG NOTE: 49.0 nvv@rG / 47.7 TF I ! (':;,1 '.l) _j !,'-/ "·'-', C'"' ,b I I 306 CH!NQIJAPIN AVE APN 206,020-12"00 48? uw 4/.? TF THAT ANY TREES WITHIN THE SIGHT DISTANCE LINE MUST BE LINED UP TO 6' ABOVE THE ADJACENT CURB HEIGHT e'x!i§f\~/B 2 STORY ST!~-:rnJft!'.rtlffNG TO F?EivfA.IN \ BW@FG) \ GFF" 49.0 UNfT 4 . ·--'I-.. " ' 48.5 r:G-"-,, 48.0 TG i7j ff:"\\ '· C 54. OLj,,... Fr,; EX!STING STRUCTURE CONSTRUCTION SCHEDULE SYM. 0 0 0 0 © 0 0 0 0 ® @ DESCRIPTION SIDEWALK PER CIVIL ENGINEER CONCRETE STEPS RIBBON GUTTER PER CIVIL ENGINEER DRIVE APRON PER CIVIL ENGINEER 6' HT. WOODEN GATE WOOD FENCE ON TOP OF RETAINING WALL -6' MAX HT. OF WALL & FENCE UTILITIES PER OTHER ENHANCED PEDESTRIAN PAVING TRANSFORMER. PER OTHER SILVACELL SYSTEM PER CIVIL ENGINEERS SEE PLANS CDP 2021-0067 PERMEABLE PAVERS. TO BE ORCO 'CASCADA' COLOR TO BE 'TUSCANY', PATTERN TO BE HERRINGBONE SEE CIVIL ENGINEER PLANS CDP 2021-0067, SHEET 4 FOR PERMEABLE PAVER DETAIL WOOD FENCE ON TOP CURB· 6' MAX HEIGHT DETAIL 814 E/4 D/4 N4 D/4 DI RT THIRD u~l!fcRIWD'lf'Jil'Ml!:111@~8JI.N FIFTH SUBMITT AL:09-19-24 .., <: <.> -c - 0 -' .., ~OSCA \\&rso (::) ci:"; ~ 1.1% I I I 51.5 TW@FG JP.5 BW J¥½i~!NG 2 STORY I 'BUILD'NG \ \ UNrr 3 4:7C fE 49.1 f\1\/@FG 48.2 Bl:1/ 4l O Tf 43,2 m-1/ SHED 344 Ch'iNOUAP!N AVE AP1\f 206--020-27-00 C 48.2 FS \_49J37 TW ~- 491 TW@rG 48,2 BVV 47-0 TF ,-,, .,, EX WALL -\ ru \ TO P.EMA!N \ r;T '4 rv'll\P 1803 \\ '\ \ UNIT ;i FF:;; 4/].? PA[L 48.2 46.?iE 4./JBW 46,3 ff I ! (53. 4) FG / i 48.2 FS 45APf \ UNIT 1 45.5 IE -17.B TiJV 4/.8 BW 464 IE 47.4 BW 48.:J TF 48.62 FS- I I 1 L1.I 0 GMP JOB NO: 21-088 I ! ~ :~ 1'/.(/ II! '{f;_y ~--.--:;;i~)~----,-~---cr,----➔ ,>--,--... 2~ , ;·cJ""e-·a, . ..,....1--- "~=q-"~ ...-- /'IT DISTANCE \ L 150 FT ( M=20MPH) '-;-~' 10 5 0 ~ RCE __ _ .J;X OVf;BhD UT!UTJES TC REMAIN 10 20 ,---! SCALE: 1"=10'-0" 11 AS BUILT'' EXP, ___ _ z :5 w 0.. 0.. z <( 0 u-(j) l- o ~ zo::: <( 1- .....1 (j) DATE z 0 u 30 ' LC-01 APPROVED FOR IRRIGATION AND PLANTING 1------------------i .Qill1, INCLUDING PRECISE LOCATION OF REVIEVED BY: PLANTING AREA. INSPECTOR DATE ~" ~1 CITY OF CARLSBAD '<!I/JI' l----jf---l-----------------t----t--+--7 r--7 ~ . PLANNING DIVIS □N g m p LANDSCAPE CHINQUAPIN COAST HOMES Bl1& Lronehead .A.ve Suite 102 Crarlsbacl, GA q;:1010 gm,olandar-c.h.c.om r ese sse e<111 330 CHINQUAPIN AVE CARLSBAD, CA 92008 APN, I APPROVED k Ifie;:;;;; 1, /4--{-z,4 t=====t===j===============================t====~====~=====~===~ ~-P;::L::AN::N:;;:l::NG::::::==:::;--;::==::=::::::::::::::::=~;:::D~A:::TE:::::::::::=.:=: OWN BY: ---PROJECT NO. DRAWING NO. CHKD BY: ___ LPC2022-0027 538-7L RVWD BY: CT2021-0005 DATE INITIAL REVISION DESCRIPTION DA TE INITIAL DATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL PLOT DATE: 10/28/2024 0sAWCUT JOINT,½" DEEP, 5' O,C, UNLESS NOTED 0¼" PRE-MOLDED EXP. JOINT SET BELOW CONCRETE SURFACE, SAWCUT CONCRETE 2" DEEP TO COMPLETE JOINT, 20' O,C, UNLESS NOTED f-_._-'·- •-,-...:.,..,-c::;::::~-:-:-'. ';", _f7• -:.,:C,.· :7 .• ... • -_,--:.=~;'. .::::•!--\ 3 04" CONG. PAVING, COLOR AND FINISH , • . . PER NOTES .. . . ~ . ~ RUNNING SECTION END SECTION 0coMPACTED SUB-GRADE PER SOILS REPORT 0coNCRETE CURB WHERE OCCURS ©FINISH GRADE 1" @TURF, 2" @SHRUB AREAS 0wlDTH PER PLANS 0 2" THICK SAND BASE OR AS PER SOILS REPORT 06x6/10-10 W.W.M. CENTERED IN PAVING NOTE: SAND BASE AND AGGREGATE BASE THICKNESS SHALL BE DETERMINED BY SOILS REPORT AND "R" VALUE TESTING ANDRAIL SHALL BE SET IN CHEEKWALL, THERE SHALL BE NO PART OF HANDRAIL IN DIRT HANDRAIL HEIGHT SHALL BE 34" MIN. & 38" MAX. ALL METAL CONNECTIONS SHALL BE CONTINUOUSL WELDED & GROUND SMOOTH &, "' 12" MIN. ~" i '7 N SECTION CHEEKWALL SECTION ELEVATION CHEEKWALL PLAN ----- - D 0PAVING (SEE CONSTRUCTION PLAN) c,;-.. 2" DIAMETER PVC SLEEVE 1.:.::.J CONTRACTOR SHALL SET SLEEVE½" BELOW FINISHED SURFACE OF CONCRETE. QUICK SET POST 12" DEEP WITH POR-ROK OR APPROVED 0 EXPANSION JOINT (SEE CONCRETE PAVING DETAIL) 0#3 REBAR CONTINUOUS AT NOSE OF EACH STEP 0 #3 REBAR 24" O.C. BOTH WAYS; HOLD IN CENTER OF POUR AND A MIN. OF 3" CLEAR FROM EDGES 0 CONCRETE STEPS, COLOR & FINISH TO MATCH ADJACENT PAVING WI MEDIUM BROOM FINISH ON STEPS PERPENDICULAR TO THE PATH OF TRAVEL ffi GROOVES AS PER A.DA REQUIREMENTS COMPACTED SUBGRADE PER SOILS REPORT 0 1 ½" x½" FLAT STEEL HANDRAIL, HORIZONTAL SECTIONS AT TOP AND BOTTOM SHALL BE 12" MINIMUM 0#4 DOWEL 15" LONG, SLIP JOINT ONE SIDE 0 CONCRETE CHEEKWALL (SEE SECTION/ ELEVATION CHEEKWALL@LEFT) 0 TOOLED CONTROL JOINT ENTIRE LENGTH AT EACH STEP Q 1 ½" x 1 ½" SQUARE TUBULAR STEEL POST \::,/ WITH DECORATIVE POST SHOE & 2" SQUARE x½" TH ICK POST CAP. MID POST REQUIRED IF DISTANCE BETWEEN TOP AND BOTTOM POST IS GREATER THAN 8'-0" EQUAL, KEEP POR-ROK½" FROM PAVING SURFACE. USE ELASTOMERIC CAULK TO FILL GAP, COLOR TO MATCH PAVING NOTES: SEE CONSTRUCTION PLAN FOR COLOR & FINISH OF PAVING. CONCRETE STEPS & CHEEKWALL SHALL MATCH THE ADJ. PAVING RISER HEIGHT MAY VARY FROM 5" TO 7" DEPENDING ON THE DIFFERENCE IN ELEVATION BETWEEN LANDINGS (SEE CIVIL ENGINEER'S PLAN FOR NUMBER OF RISERS}: RISERS IN A GIVEN SET OF STAl~S SHALL HAVE A CONSISTENT HEIGHT. ALL STEEL SHALL FINISH WI (1) COAT OF METAL PRIMER AND (2) COATS METAL EXTERIOR GLOSS, COLOR TO BE SHERWIN WILLIAMS 'INKWELL' #SW 6992, TACK WELD TO SUPPORT -ALL METAL CONNECTIONS SHALL BE CONTINUOUSLY WELDED & GROUND SMOOTH HANDRAILS ARE REQUIRED FOR ALL STAIRS WHICH HAVE ( 4) OR MORE RISERS HANDRAIL SHALL BE CONSTRUCTED PER CALIFORNIA BUILDING CODE SEC I ION 1133B.5 & FIGURE 11B-39 UN PAGE 6/9, FIGURE 118-39 ON PACE 5/8 & 118-2/ oN PAGE 56/ oF I HE SECTION DETAIi I EGENP CONCRETE GUTTER BY OTHERS CURB BY OTHERS ~ NON PERMEABLE VEHICULAR CONCRETE INTERLOCKING PAVERS -SEE CONSTRUCTION LEGEND FOR PAVER SPECIFICATION AND MANUFACTURER 0 VEHICULAR SOLDIER COURSE PAVER OVER CONCRETE BASE, DEPTH PER SOILS REPORT 0sASE MATERIAL PER CIVIL PLANS & SOILS REPORT 0 COMPACTED SUB-GRADE PER SOILS REPORT NOTE: CONCRETE BASE AND AGGREGATE BASE TH ICKNESS SHALL BE DETERMINED BY SOILS REPORT AND 'R' VALUE TESTING INSTALL TAN 'TECHNI-SEAL' HP' POLYMERIC JOINTING SAND MATERIAL BETWEEN PAVERS 1-800-465-7325 CONCRETE PAVING WITH SAWCUT JOINTS CONCRETE STEPS WITH DECORATIVE HANDRAIL @1" SQUARE SOLID STEEL POST ®FINISHED GRADE ENHANCED VEHICULAR PAVERS SCALE: 1112" = 1'-0" r 6'-1 O" O.C. MAX. 1 r 1~1:1 ·,! :1 1~1: ' ~ ,: · I . .. .. . 1:1: . 1~1: . .. 1~1: ,: :1: .. .. I: . .. 1:r,i 1~1: c1:1 l :1: ,~,!, ' :1~ !1. l~I! .. .. " .. .. ;1: ~I~ . .. ~1: .. .. . ~ ' • . : •• /: • .. • • : y· ; ·• \ . . A · . ' ,'fl, ~ . , . • ,...... '~' I 7 '-- ELEVATION WOOD FENCE ON RETAINING WALL SCALE: 318" = 1'-0" . ' -' . ; P-2108800-CN-07 SCALE: 1/2" = 1'-0" ----ADJACENT PROPERTY SECTION PROJECT---- PROPERTY '"" r 0 w z a; :,; 0 u ~ t5 ~ ffi "~ z°" -~ '-' ~ ili l ~ ~~ 0 0 "' w a, '!a '"" r 8 r 0 1xo WOOD SLATS \\1TH¼' GAP BETWEEN EACH SLAT -ATTACH TO WOOD POSTS 3'-2" 2 FINISH GRADE 3 COMPACTED SUBGRADE AS PER SOILS REPORT 4 4,4 REDWOOD POST 5 CONCRETE FOOTING, SLOPE TOP TO DRAIN AWAY FROM POST ffi PEAGRAVELSUMP RETAINING WALL, PER CIVIL PLANS NOTE' ALL WOODWORK TO BE STAINED. VERIFY COLOR WITH OWNER "' ALL WOOD PRODUCTS TO BE: KILN DRIED S4S REDWOOD i +VERIFY POST TO RETAINING CONNECTION WITH .,. CIVIL PLANS. -z <CIVIL DETAILS SUPERCEDE THIS DETAIL ~ N 6' HT WOOD SIDEYARD GATE P-2108800-CN,02 SCALE: 1/2" = 1'-0" FIRST SUBMITTAL:11-16-22 SECOND SUBMITTAL:01-05-23 THIRD SUBMITT AL:02-08-23 FOURTH SUBMITT AL:05-28-24 FIFTH SUBMITT AL:09-19-24 .., "' 0 "" - 0 ... .., OSCA \\erso ~~ P-2108800-CN-01 DETAIi I EGENP 0 2,4 DOUGLAS FIR CAP 0 2,4 TOP RAIL (REAR) 1x4 TOP RAIL (FROND 0 CMU BLOCK WALL OR WOOD FENCE PER PLAN 01x6 CEDAR BOARD 0 2x4 CROSS BRA.CE (REAR ONLY) 0 2x4 BOTTOM Ri\lL (REAR) 1x4 BOTTOM RAIL (FRON'r) 0 FINISH GRI\DE 0 90% COMPACTED SUBGRI\DE 0 HEAVY DUTY SELF CLOSING GALV. GATE HINGES [REAR), CENTER HINGE BElWEEN TOP Ri\ll AND olDE fRAME, BOTTOM RAIL AND SIDE FRAME G GATE LOCKING MECHANISM (REAR) @1TEM OMITTED 0 2x4 SIDE FRAME (REAR) 0 2x4 GATE STRIKE, ATTACH WITH LAG SCREWS NOTE All WOODWORK TO BE STAINED, VERIFY COLOR WITH OWNER P-2108800-CN-09 SCALE: 3/4" = 1 '-0" LC-02 P-2108800-CN-10 11 AS BUIL T 11 GMP JOB NO: 21-088 RCE __ _ EXP,---- z 0 -I-CJ) (.) ....J ::J -0:: <( I-I- C/) w zO 0 (.) DATE APPROVED FOR IRRIGATION AND PLANTING f-------------------1 ONL Y, INCLUDING PRECISE LOCATION OF PLANTING AREA. REVIEw'ED BY• INSPECTOR DATE ~~1---+----+---------e---+---+--+----1~1 CITY OF CARLSBAD .,,, ~. PLANNING DIVISDN g m p LANDSCAPE CHINQUAPIN COAST HOMES 91/t, L!on&head Ave 5vlte 102 C.orl•bad, C.A ~2010 gmplandarc.h.c.om T 1,51, 551, B<!11 330 CHINQUAPIN A VE CARLSBAD, CA 92008 APN• l-----+-~'---------------1-----1-----I-----I---I I APPROVE~ t/-N .J . rt/4/w f----+---1------------------1----l----,j_----l----1 ~-P:;LA;;N::;N;;IN:;:G:::::::==:;-;::=:::~:::::::=====:;;:::D:::':AT::::E:::::=~ OWN BY: PROJECT NO. DRAWING NO. 2~~ :~; ---u~<rzi~r=883l 538-7L DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PLOT DATE: 10/28/2024 STORY ~G I / / i I / / ! -·· I • ,. ; x, :/1 j I I I I ! I ' I ! I I I I , I I : I ! I i I I !I I ' I X ' ' ' ·····-·····':-:-.~ .... =.--,,,.,,,. { B' VVOOD FENCE -----------------------------.:••ll' --------------------------------------------------.. s ---s ---,s ---s ---s --- _____ c,t,.._ ____ m_ _____ ('2---. __ _ ------ ' I I I I I I I ' I I X ' 7 1" 1.35 8 1" 1,5 I I I UNlT9 FFc:, 50.5 PAD:::c 50.G I" UNIT 8 FF" 50.5 PAD~ UNIT l FF 0~0 50.5 P/\D::c 50.0 , I ff WOO~ENCE ~======::!:::=-...J __ , 6' WOOD PENCE EXiSTlNG i STORY BUILDING s --- +m""i"'=t-11"!051 UN!T6 FF::.c 49.5 P/\L)c:: 4LU) I s --- { 6' ·wooo FENCE IRRIGATION SCHEDULE ZURN 975XL (BACKFL0\/11) SYM. ® 0.50 SYM. I MANUF. I MODEL/ DESC. HUNTER RZWS-SLEEVE-18-CV 18" LONG RZWS WITH FILTER FABRIC SLEEVE, .25GPM OR .50GPM BUBBLER OPTIONS, CHECK VALVE, 1/2" SWING JOINT FOR CONNECTION TO 1/2" PIPE MANUF. I MODEL/ DESC. HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) 1" ICV GLOBE VALVE W/ 1" HY100 FILTER SYSTEM. PRESSURE REG.: 40PSI. FLOW: 2-20 GPM. USE ICZ-101-LF-40 FOR LESS THAN 2 GPM. INSTALL ONE VALVE PER JUMBO RECT. VALVE BOX WI LOCKING GREEN COVER AND 'RCV' HEAT BRANDED ON COVER. VALVES SHALL BE INSTALLED IN MANIFOLDS ISOLATED FROM THE MAINLINE BY A BALL VALVE, LINE SIZE. PIPE TRANSITION POINT ABOVE GRADE PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING WITH RISER TO ABOVE GRADE INSTALLATION. AREA TO RECEIVE DRIPLINE HUNTER HDL-06-12-CV HDL-06-12-CV: HUNTER DRIPLINE W/ 0.6 GPH EMITTERS AT 12" O.C. CHECK VALVE, DARK BROWN TUBING WITH GRAY STRIPING. DRIPLINE LATERALS SPACED AT 16" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. INSTALL WITH HUNTER PLO BARBED OR PLD-LOC FITTINGS. ALL TUBING SHALL BE INSTALLED 3" BELOW MULCH GRADE W/ 9" WIRE STAKES FIVE (5) FEET ON CENTER; VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING WORK MANUF. /MODEL/ DESC. HUNTER ICV-G-FS-AS-ADJ (RCV) 1", 1-1/2', 2", AND 3" PLASTIC ELECTRIC REMOTE CONTROL VALVES, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, WITH FILTER SENTRY. INSTALL ONE VALVE PER STD RECT. VALVE BOX WITH LOCKING GREEN COVER AND 'RCV' HEAT BRANDED ON COVER. VALVES SHALL BE INSTALLED IN MANIFOLDS ISOLATED FROM THE MAINLINE BY A BALL VALVE LINE SIZE. HUNTER HQ-44LRC (QCV) QUICK COUPLER VALVE, YELLOW RUBBER LOCKING COVER, RED BRASS AND STAINLESS STEEL, WITH 1" NPT INLET, 2-PIECE BODY. INSTALL IN A 10" ROUND VALVE BOX WITH LOCKING GREEN COVER AND 'QV' HEAT BRANDED ON COVER. INSTALL QCV ON A 11/2" STUB-OUT OFF MAINLINE. EACH QSV SHALL BE ISOLATED FROM THE MAINLINE BY A 11/2" BALL VALVE AND INSTALLED AT 200' O.C LASCO FITTINGS TUBV-SC (BALL VALVE) 1', 1-1/2", 2", AND 3" PLASTIC FULL BLOCK TRUE UNION BALL VALVE. SHUT OFF/ISOLATION VALVE TO ELIMINATE WATER HAMMER. INSTALL SAME SIZE AS MAINLINE. INSTALL IN VALVE BOX WITH GREEN LID, HEAT BRAND LID WITH "BV". HUNTER IBV-FS (MASTER VALVE) 1', 1-1/2", 2", AND 3" BRASS ELECTRIC MASTER VALVE, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAUMUNICIPAL USE. WITH FILTER SENTRY FACTORY INSTALLED OPTION. INSTALL IN A 'JUMBO' SIZED VALVE BOX WITH LOCKING GREEN COVER AND 'MV' HEAT BRANDED ON COVER. PSI 30 DETAIL G/Ll-03 DETAIL [§] [ill C/Ll-03 V/Ll-04 ® DETAIL C/Ll-03 NO SYMBOL D/Ll-03 B/Ll-03 A/Ll-03 REDUCED PRESSURE BACKFLOW DEVICE W/ MODEL 'YBP' WYE STRAINER. ALL PIPING BETWEEN METER AND BACKFLOW DEVICE SHALL BE 'K' COPPER OR RED BRASS. INSTALL IN A VIT STRONGBOX STAINLESS STEEL BACKFLOW ENCLOSURE #SBBC-XXSS, SIZED TO FIT BACKFLOW. HUNTER PRO-C 12 STATION CONTROLLER WITH WI-Fl CONNECTION, SIZE AS REQUIRED, VERIFY LOCATION IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. EXPANDABLE TO 24 OR 36 STATION. HUNTER SOLAR-SYNC SOLAR, RAIN FREEZE SENSOR WITH OUTDOOR INTERFACE, INSTALL AS NOTED. WIRED FLOMEC QS200-15 (FLOW SENSOR PROVIDED BY ITS) 1-1/2" INSERTION ULTRASONIC FLOWMETER, SCH. 80 PVC HOUSING, IS INCLUDED AS PART OF ITS CONTROLLER ASSEMBLY. 0.55-82 GPM RANGE, MAX. PRESSURE 150 PSI. 2-WIRE CONNECTOR W/ LED INDICATORS FOR POWER AND PULSE. WIRE TO CONTROLLER USING P7171D CABLE IN 1" CONDUIT, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. MULTIPLE FLOW SENSORS REQUIRE SEPARATE CONDUIT RUNS. EZ-FLO FERTILIZING SYSTEMS EZ010-FX ONE SYSTEM FEEDS ALL ZONES, DRIP OR SPRINKLER. INSTALL DIRECTLY IN THE IRRIGATION SYSTEM MAIN LINE AFTER THE BACK FLOW PREVENTER. COUPLING CONNECTION PER MAINLINE SIZE, INSTALL PER MANUFACTURER'S RECOMMENDATIONS IN CARSON #1730-24 HOPE SUPER JUMBO RECTANGULAR XL VALVE BOX. CONTRACTOR TO FILL TANK WITH #GRM 102030 AT BEGINNING OF PLANT INSTALLATION AND SHALL PROVIDE A FULL TANK UPON MAINTENANCE TURNOVER. TANK CAPACITY: 9.4 G 2-WIRE CONTROL WIRE HUNTER IDWIRE1-BLU IRRIGATION CONTROL CABLE. RED AND BLUE 14 AWG TWISTED PAIR IN BLUE JACKET (U.L. APPROVED), PAIGE #170801BU. CONNECT WITH APPROVED WATERPROOF CONNECTORS AND INSTALL PER MANUFACTURER RECOMMENDATIONS. ROUTE WIRES TO EACH VALVE MANIFOLD AND PROVIDE SEPARATE 11/4" CONDUIT FOR WIRE ADJACENT TO MAINLINE. FOR SERVICEABILITY, DO NOT INTERCONNECT INDIVIDUAL CABLE PATHS. TERMINATE EACH PATH ON CONTROLLER TERMINAL BLOCK. INSTALL GROUNDING PLATE OR 8' GROUNDING ROD WITH HUNTER DUAL-S SURGE ARRESTOR INSTALL AT CONTROLLER AND AT THE END OF EACH 2-WIRE PATH PERPENDICULAR TO PATH IN 6" ROUND BOX. COPPER \I/IRE SHALL BE CAD WELDED TO PLATE OR ROD. GROUND EVERY 12TH DECODER OR EVERY 1,000 FEET FROM CONTROLLER, WHICHEVER COMES FIRST. INSTALL PER ASIC GENERAL GROUNDING GUIDELINES. INSTALL ICD-XXX DECODER WITH SURGE SUPPRESSION AND GROUND WIRE. CONTRACTOR SHALL PROVIDE DECODER SIZE NECESSARY TO HANDLE VALVES AT MANIFOLD. DI RT s ,__ __ AA/Ll-05 BB/Ll-05 S/Ll-04 J/Ll-03 I/Ll-03 O/Ll-04 UNiT 5 49 D EX1STING 2 STORY BUILDING NO SYMBOL NO SYMBOL IT] POC ':c' / ' I '~ ... _j Ui\iff /; Fi-:;:~ 49 5 F'AD;~ tl9.0 3M DBR/Y-6 "· s---s --- ¾· I I I I I I I I I I I I I I I I +-' ~ -- ' r /1 I I I 3 I I 1" 0.64 I I I ' " I EXISTING 2 STORY BUILDING PRE-FILLED WIRE CONNECTORS, USE ON ALL WIRE CONNECTIONS IN VAL VE OR PULL BOXES ONLY CARSON VALVE BOXES SIZE PER EQUIPMENT LEGEND, WITH T-COVER LIDS AND CAPTIVE BOLT AND LOC-KIT. FOR ROUND DRIP EMITTERS USE MODEL 510, 7" ECONO SHALL BE MODEL 708, 10" ROUND SHALL BE MODEL 910, 12" STANDARD RECT. SHALL BE MODEL 1419, 12" JUMBO RECT. SHALL BE MODEL 1220. SUPER JUMBO SHALL BE MODEL 1324, AND SUPER JUMBO XL SHALL BE MODEL 1730. VALVE BOXES SHALL HAVE GREEN HOPE BODY AND GREEN LIDS IN TURF AND SHRUB BEDS, AND TAN LIDS IN ROCK MULCH. USE PURPLE FOR RECYCLED WATER SYSTEMS. FOR USE IN NON-VEHICULAR TRAFFIC SITUATIONS ONLY DO NOT INSTALL IN CONCRETE OR ASPHALT. ELECTRICAL SERVICE 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY LOCATION IN THE FIELD. POINT OF CONNECTION 3" IRRIGATION LATERAL LINE: CRESLINE WEST -PVC SCHEDULE 40 11/2" & SMALLER· SCH.40 W/ SCH.40 SOLVENT \I/ELD FITTINGS IRRIGATION MAINLINE CRESLINE WEST· PVC SCHEDULE 40 11/2" & SMALLER· SCH.40 WI SCH.40 SOLVENT WELD FITTINGS U!\ff 3 FF::: 48 7 P/Ll-04 F/Ll-03 X ---- 48.2 I l 6' VVOOD FENCE FENCE CRITICAL ANALYSIS Generated: P.O.C. NUMBER: 01 Water Source Information: FLOW AVAILABLE Point of Connection Size: Flow Available PRESSURE AVAILABLE Static Pressure al POC: Pressure Available: DESIGN ANALYSIS Maximum Station Flow: Flow Available at POC: Residual Flow Available Critical Station: Design Pressure: 2023-01-05 09:45 1" 19.62 GPM 83 PSI 83 PSI 2.45 GPM 19.62 GPM 17.17 GPM 2 11"12451 rn UN!T 1 FF~, 48.7 PAD= 48.f: --G ffil / X STREET STATION: STA 6+37.44~14.0'RT SERVICE SIZE: 1" METER SIZE:1" BACKFLOW SIZE:1" PSI: 83 GPM: 2.45 .---c::?,1'"7""-7IRRIGATION P.O.C. -1" METER, SERVICE LINE & BACKFLOW ss 'IT] ,~-...:f=::::::::::::,....._1 _ _J DOMESTIC WATER SERVICE, METERAND BACKFLOW __,._ G/[§J G (') <f) • :::.·.c= • ]IT DISTANCE I Cf °' \ (') \ t!j "I ~--,--,PIRE WATER SERVICE AND BACKFLOW EXISTING WATER LINE TOBE ABANDONED- PER CIVIL PLANS z w :5 METERS & BACKFLOWS LOCATED PER CIVIL PLANS - CDP 2021-0067 CL CL <( z Uo (.f) -0 1-z <( <( CJ ....I -a:: a:: STATIC PRESSURE ON SITE = 83 PSI VALVE CALLOUT Friction Loss: Fittings Loss: 30 PSI 0.31 PSI 0.03 PSI OPSI ~VALVENUMBE~ ~VALVE FLOW VALVE SIZE "' <: 0 ,<: -0 ...... DSCA t\erso Elevation Loss: Loss through Valve Pressure Req. at Critical Station: Loss for Fittings Loss for Main Line: Loss for POC to Valve Elevation: Loss for Backflow: Loss for Master Valve: Critical Station Pressure at POC: Pressure Available: Residual Pressure Available: 13 PSI 43.3 PSI 0.01 PSI 0.09 PSI OPSI 11.5 PSI 2.18PSI 57.1 PSI 83 PSI 25.9 PSI GMP JOB NO: 21-088 10 5 0 10 20 30 SCALE: 1"=10'-O" 11 AS BUILT" RCE __ _ EXP, ___ _ DATE Ll-01 APPROVED FOR IRRIGATION AND PLANTING 1------------------1 ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA REV!Ew'ED BY: INSPECTOR ~~ l----+---+---------1----l---1-----1----1 ~ I CITY OF CARLSBAD ~ . PLANNING DIVIS □ N DATE g m p LANDSCAPE CHINQUAPIN COAST HOMES ,, .. _,,,,,.,.,. ... ,.,,.,, .. , ____ f---t---+----------------1---l---l----l----l 330 CHJNQUAPIN AVE 3116 Llonehe-cid Ave 5u!te 102 ""rloood, <:,A ~2010 CARLSBAD, CA 92008 APN: NOTE: MAINLINES TO BE LOCATED OUT OF STREET RIGHT OF WAY DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG FIRST SUBMITT AL:11-16-22 SECOND SUBMITT AL:01-05-23 THIRD SUBMITT AL:02-08-23 FOURTH SUBMITT AL:05-28-24 FIFTH SUBMITT AL:09-19-24 gmpk::mdorc..h.c.om T ese sse e,q,1 !---l---+------------1---t---1----l-~ I APPROVED A-1/ q;; llf4-{2:'f t---+--t---------------1---+----,l---l---l ~P~LA~N=;N~IN~G==:::::;,:::::=~=::=-~:::::::=::::;~D;;A::T::::E:::::::=:~ UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DWN BY: PROJECT NO. DRAWING NO, CHKD BY: --LPC2022-0827 538_7L RVWD BY: CT2021-0 05 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PLOT DATE: 10/28/2024 / I / I I I I ! I I I ---~ ---------------------------------------------/4;:_~-------------------------------- STORY ~G I I DIG O>--s-- ·.""' ._I - 6' WOOD FENCE ·- 6' WOOD FENCE RT DIAL TOLL FREE 1 -800 -422 -4133 AT LEAST TINO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA <n u UNIT9 FF= 50.5 PAD= 50.0 EXISTING 1 STORY BUILDING s -- <n 0 UNtT8 FF:-; 50 5 PAD= 50.0 HOA MAINTAINED AREAS-LOW Hydrozone Table for Calculating l!!TWU <n ---- UNITY FF''" 50.5 PAD" 50.0 :: __ L.._ -~:='::~~::..:/ Please complete the hydtozone table(s). Use a_s many tables as necessary. CITY OF CARLSBAD ESTIMATED TOTAL WATER USE ET X Hydrozonc Number (I - 5 with SI.A Zone Below -use as many tables as necessary to com lett all h Evapottao.sp:U:~tiori. Rate To * Cc.mvetsion factor (Step 1 X Step 2) Plant Facto, (Pf)" (From WUCOLS) (VLW -HW) .1-0.8 Area ofHydrozone (sq. ft) (Step 4 • Step 5) In:igationEffid.cncy (IE)*~,« (Step 6 <-Step 7) (Total All Step 8 + T otll SL"' . ft in Ste 5 40 24.8 .3 1212 363.6 .8 454.5 (Step 3 x Step 9) Estimated Total Water Use in gallons per year (E'IWU) -Total shall not exceed,MA. WA 11,271 ETo* W,st afl-5 = 4().0 East of I-5 ,m,J West of Bl Camino Real"' 44,/} BMt of BJ Csmiao Re:d = 47.0 Applicant may provide a different ETo ff supported bf' documentation subject J.o approval by the City PJ,maing DivisiM ;tett Plant Factor & Watcl' lJse 0.1 = fl.W-Ve,y Law Water Use Plants 0.3 =LW. Law Water Use PlaJtts /J.5 =MW• Moderate Water Use Plants 0.8 = HW ~ High Water Use Plants 0.62 -,s Micro-spray = ,8Q Spmy=.72 Row.r =-,.72 MPRotator=.75 Bubbler=, 75 Ddp=.80 (40) ·(.62) (.55 * 1212) (24.8) (429.55) MAWA =16,532 City of-Landsc-Manual s-- --~-- 1 I l+llfi==j'J - i -= I '- <n s-- ----- UNiT6 FF= 49.5 PAD= 49.0 UN!T 5 FF= 495 PAD= 49.0 6' 'NOOD FHiCE FIRST SUBMITT AL:11-16-22 SECOND SUBMITT AL:01-05-23 THIRD SUBMITT AL:02-08-23 FOURTH SUBMITTAL:05-28-24 FIFTH SUBMITT AL:09-19-24 UNlT4 FF :.c: 49 5 Pl'.D= 49 0 SHED X s -- ------ EXISTING 2 STORY BUILDING 6 UNIT3 FF= 48.7 PAD= 48.2 HYDROZONELEGEND SYMBOL MATERIAL TYPE 6' WOOD FENCE UNIT 2 FF= 48.7 PAD= 48.2 d 1 -LOW WATER USE SHRUB -DRIP (INCLUDES BUBBLER HEADS FOR TREES) UN IT 1 FF:c0 48.7 PAD= 48.2 8' VI/ROUCHl !RON FENCE 1212 SQFT --G / \ "' <n :::5 a < -:r: u --n--G ~/---113• TD/STANCE l 45 150 FT cl ir::r·---~-ll;;l ( M = 20 MP/-1) iO t I g ~~~' \ METERS & BACKFLOWS LOCATED PER CIVIL PLANS - CDP 2021-0067 STATIC PRESSURE ON SITE= 83 PSI 10 5 0 10 SCALE: 1"=10'-0" 20 II AS BUIL T 11 GMP JOB NO: 21-088 RCE __ _ EXP, ___ _ z 0 -I-<{ C) -a:: (/) a:: z -o oes- a. I- <{ ::s ~ ::J wO z .....J 0 <{ NO 0 a:: 0 >-I DATE 30 Ll-02 APPROVED FOR IRRIGATION AND PLANTING 1-----------------j REVIEWED BY• ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. INSPECTOR DATE i1 l---+---t--------:-----r-----r----r---r-, ~ I CITY OF CARLSBAD VIII' ~ . PLANNING DIVISON gm P LANDSCAPE 91i6 Lloneheac::I Ave Suite 10:2 Gc,rlobc,d, GA 'l.2010 gmi,lanck:irc.h.c.om T ese sse, e,q11 CHINQUAPIN COAST HOMES 330 CHINQUAPIN AVE CARLSBAD, CA 92008 APN• 1---+--t-------------r--r--,---,----, I APPROVE~ ~·v--- .PLANNING DATE INITIAL DATE INlllAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL OWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. LPC2022-go27 CT2021-005 DRAWING NO. 538-7L PLOT DATE: 10/28/2024 ©FINISHED GRADE IN TURF AREAS ©PLASTIC RECTANGULAR VALVE BOX 0 WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND NOTE: "MV" ONTO LID. 0MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. 4 24" WIRE LOOP 5 FINISHED GRADE IN SHRUB AREAS 6 BRASS CLOSE NIPPLE (3 REQ'D). 7 PVC SCH 80 FEMALE ADAPTER (2 REQ'D) 0Pvc MAINLINE TO FLOW SENSOR, PIPE PER SPECS. 9 BRASS UNION (4) BRICK SUPPORTS 11 LANDSCAPE FABRIC ¾" ROCK, 2 CUBIC FT. PVC MAINLINE PIPE FROM BACKFLOW PER SPECS. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM SUPPLY SIDE OF THE MASTER VALVE ASSEMBLY. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. MASTER VALVE SCALE: 1' = 1" ~-H--------t "' 18" TYP. NOTE: P-2108800-IRR-01 ©IRRIGATION MAINLINE INSTALLED 18" OFF HARDSCAPE EDGE 0ou1cK COUPLER VALVE ON SWING JOINT IN ROUND VALVE BOX HARDSCAPE EDGE SCH. 80 PVC UNION BALL TYPE ISOLATION VALVE, IF SPECIFIED 0scH. 80 PVC TEE, SxSxS MAINLINE X MANIFOLD SIZE 0sCH 80 PVC TEE, SxSxS, SIZE PER LARGEST VALVE ©MINIMUM 12" SEPARATION BETWEEN ALL VAL VE BOXES 01RRIGATION SUB-MAINLINE, SIZE PER LARGEST VALVE @REMOTE CONTROL VALVE @LATERAL LINE TO SPRINKLERS IF MANIFOLD SUB-MAIN IS AT VALVE DEPTH, TEE INTO VALVE WITH SCH.BO NIPPLE, LENGTH AS REQUIRED. -ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE VALVE MANIFOLD INSTALLATION SCALE: 1' = 1" NOTES: USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM DISCHARGE SIDE OF ASSEMBLY. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. FOLLOW ALL MANUFACTURER DIRECTIONS AND RECOMMENDATIONS. USE ONLY APPROVED FERTIGATION FORMULAS. DO NOT USE ANY PESTICIDES, HERBICIDES OR FUNGICIDES IN UNIT. USE VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER DEPTH. EZ-FLO FERTILIZER INJECTOR SCALE: 1" = 1" P-2108800-IRR-05 FINISHED GRADE IN TURF AREAS EZ-FLO SHUT OFF VALVES PROPORTIONING CAP WITH FEED ADJUSTMENT KNOB AIR VENT VALVE VALVE BOX WITH LOCKING LID 36"Lx24"Wx24"H ©FINISHED GRADE IN SHRUB AREAS 0 WATER IN -CONNECT BLACK TUBE TO BLUE CONNECTIONS ON PROPORTIONING CAP AND COUPLING 8 PRESSURE RELIEF VALVE 9 MAIN LINE FROM BACKFLOW (4) BRICK SUPPORTS 11 ¾" ROCK, 3 CUBIC FEET 12 ¼" TUBING CLAMP• GREEN AND BLUE COUPLING TUBING CONNECTIONS 0Ez BALL VALVE COUPLING CONNECTOR -INSTALL ACCORDING TO WATER FLOW DIRECTION ARROW LANDSCAPE FABRIC EZ-FLO FERTIGATION UNIT PER PLAN PVC MAIN LINE TO VALVE MANIFOLD FERTILIZER OUT -CONNECT CLEAR TUBE TO GREEN CONNECTIONS ON PROPORTIONING CAP AND COUPLING @)FILL VALVE DRAIN VALVE INCLUDED P-2108800-IRR-12 NOTES: ©FINISHED GRADE IN TURF AREAS ©PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER USE STAINLESS BOLT, NUT, AND WASHER BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BV" ONTO LID. 0 DUAL UNION CONNECTIONS AS PART OF BALL VALVE, THREADED IF SPECIFIED IN LEGEND 4 FINISHED GRADE IN SHRUB AREAS 5 MAINLINE, DEPTH PER SPECS. 6 (4) BRICK SUPPORTS 7 ¾" ROCK, 2 CUBIC FT. 8 LANDSCAPE FABRIC 9 PVC SCH 80 FEMALE ADAPTER PVC SCH 80 THREADED NIPPLE BOX TO BE INSTALLED TO ALLOW FOR PROPER OPERATION OF BALL VALVE HANDLE. INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE. □ NOTES: ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. FINISHED GRADE IN TURF AREAS LATERAL PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE ='111:_:_:I 11= STAINLESS BOLT, NUT, AND WASHER. ffi ITT:'=:[ BOX TO BE PLACED AT RIGHT ANGLE ~m 11 I TO HARDSCAPE EDGE. HEAT BRAND ffi IT[;;' "RCV" AND CONTROL STATION # ONTO • ffi IT LID. 4 FINISHED GRADE IN SHRUB AREAS 5 24" WIRE LOOP 6 VALVE ID TAG 7 SCH. 80 PVC THREADED ELL OR TEE 8 CONTROL VALVE, SEE LEGEND FOR SPECS 0 SCH 80 PVC NIPPLES (TYP)., LENGTH AS REQUIRED 0(4) BRICK SUPPORTS 01RRIGATION MAINLINE OR MANIFOLD SUB-MAIN 12 ¾" ROCK GRAVEL, 2 CUBIC FEET LANDSCAPE FABRIC SCH. 80 UNION SCH. 80 FEMALE ADAPTER SECTION NOTES: PLAN ©FINISHED GRADE IN TURF AREAS ©PLASTIC ROUND VALVE BOX WITH SOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER. HEAT BRAND "QCV" ONTO LID. 0ou1CK COUPLER VALVE SEE LEGEND FOR SPEC 4 FINISHED GRADE IN SHRUB AREAS 5 BRASS NIPPLE, THREADED IN PLACE 6 (4) BRICK SUPPORTS ..._, ~ 7 LASCO SCH. 40 TRIPLE SWING JOINT ASSEMBLY WITH MALE BRASS STABILIZER ELBOW 8 MAINLINE, SEE SPECS. 9 #4 x 36" REBAR STAKES, (1 of 2) LANDSCAPE FABRIC 11 ¾" ROCK, 1 CUBIC FT. HARDSCAPE EDGE INSTALL MAINLINE 18" OFF OF HARDSCAPE EDGE SCH.BO TEE, MAINLINE x 1 ½" SxSxS BALL TYPE ISOLATION VALVE SCH. 80 PVC UNION INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAINLINE DEPTH. ALL THREADED CONNECTIONS SHALL HAVE TEFLON TAPE OR PASTE. -IF MAINLINE OR MANIFOLD SUB-MAIN ISAT VALVE DEPTH, TEE INTO VALVE WITH SCH.80 NIPPLE, LENGTH AS REQUIRED. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. -QUICK COUPLER VALVE KEY MUST SWIVEL FREELY WHEN INSERTED INTO LUG TRACK. 8 BALL VALVE -TRUE UNION SCALE: 1' = 1" 12" P-2108800-IRR-02 4 0#1 -JUMBO RECTANGULAR VALVE BOX (22"x16"x12") 0 #2-STANDARD RECTANGULAR VALVE BOX (18"x12"X12") Wi~1_3 #3-ROUNDVALVEBOX(10"DIA) 4 #4 -ROUND VALVE BOX (6" DIA) C SCALE: 1" '° 1" REMOTE CONTROL VAL VE 3 P-2108800-IRR-03 1 FINISHED GRADE IN TURF AREAS 2 GRATEDCAP 3 FINISHED GRADE IN SHRUB AREAS 4 HUNTER 0.25 or 0.50 GPM PCB BUBBLER QUICK COUPLER VALVE SCALE: 1" = 1' P-2108800-IRR-04 ©FINISHED GRADE IN TURF AREAS ©PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS SOLT, NUT, AND WASHER. BOX TO BE PLACED 18" FROM HARDSCAPE EDGE. HEAT BRAND "PRV" ONTO LID. ©PRESSURE REGULATOR SEE LEGEND FOR SPECIFICATION 6 5 EDGE OF PAVING. WALL OR BUILDING 6 2" LABELING PER SPECIFICATIONS, SEE TABLE 0coNTROLLER/EQUIPMENT 4 0HUNTERHCVCHECKVALVE ~;ii:;:;:JcLJ;:;:;Jl.-----( , >R:~:::,_,. som s,s= cE)HUNTER SWING JOINT MODEL #SJ-5XX-X 4 FINISHED GRADE IN SHRUB AREAS 5 PVC SCH 80 NIPPLE, 3" MIN., 2 REQ. 6 PVC SCH 40 SLIP COUPLING, 2 REQ. z 0 - ~ #1 PLAN VIEW o'-'-""'<o 'o'(k"" r;;,,'i,,'- e,o'i,,'-"" $""" :-:,'«~ ~o'h <s;Cl' A cc #3 COMMUNICATION CABLE PULL BOX A RCV+STATION # #2 REMOTE CONTROL VALVE A MV #2 MASTER CONTROL VALVE A FS #2 FLOW SENSOR A BV #2 BALL VALVE -3" OR LESS A BV #1 BALL VALVE-4" OR LARGER A FZ #1 FERTILIZER INJECTOR A BS #2 BASKET STRAINER A MS #2 MOISTURE SENSOR A PB #2 CONTROL WIRE PULL BOX A QCV #3 QUICK COUPLER VALVE A FV #4 FLUSH VALVE A SLV #3 SLEEVE MARKER A DV #2 DRAIN VALVE A ARV #4 AIRNACUUM RELIEF A PR #2 PRESSURE REG. VALVE A HM #2 HYDROMETER A GR #4 GROUNDING ROD DESIGNATION 0 VALVE NUMBER IDENTIFICATION NOTES, 1. VALVE BOXES SHALL BE i.ABELED BY HOT IRON BRANDING OR ALUMINUM ASPHALT BASED WATERPROOF PAINT. 2. CONTROL VALVES SHALL BE INSTALLED TO ALLOW ORDERLY ARRANGEMENT OF VALVE BOXES. 3. LOCATE VALVE ASSEMBLIES IN SHRUB OR GROUND COVER AREAS WHEN POSSIBLE 4. LOCATION OF VALVE ASSEMBLIES SHALL BE STAKED FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 5. CENTER VALVE BOXES OVER VALVE ASSEMBLE TO FACIUTATE ACCESS AND MAINTENANCE. 6. SET VALVE BOXES AT EQUAL ELEVATIONS WITH TOPS AT FINISH GRADE IN TURF AREAS OR 3" ABOVE FINISH GRADE IN SHRUB/GROUND COVER AREAS. 7. VALVE BOXES SHALL BE SET PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE OF PAVEMENT. 8. DO NOT DEFORM OR COLLAPSE VALVE BOX BY EXCESSIVE SOIL COMPACTING AROUND BOX, 9. ON RECYCLED SYSTEMS ALL VALVE BOXES AND QUICK COUPLING VALVES SHALL SE CLEARLY COLORED PURPLE. 10. VALVE BOX# 1 THRU # 3 SHALL HAVE STAINLESS STEEL LOCKING HARDWARE 9 LATERAL PIPE PVC SCH 40 TEE OR EL 11 ROOT INTRUSION BARRIER HUNTER FILTER FABRIC SLEEVE #RZWS SLEEVE 2' MIN. 13 7 COPPER TYPE K MAINLINE TO MASTER VALVE, PIPE PER SPECS. 8 (4) BRICK SUPPORTS 9 ¾" ROCK, 2 CUBIC FT. 10 LANDSCAPE FABRIC 11 BRASS NIPPLE (TYP). 12 BRASS UNION 13 TYPE K COPPER MAINLINE FROM P.O.C. NOTE: -USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM SUPPLY SIDE OF THE PRESSURE REGULATOR ASSEMBLY. -ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. (.9 -~ CJ) ~~ -<( w I- CL W <( 0 (.) CJ) 0 z :s F VALVE BOX LAYOUT AND LABELING TREE ROOT ZONE WATERING SYSTEM H PRESSURE REGULATING VALVE SCALE: 1"=1" mm FLOW - NOTES: P-2108800-IRR-06 1 PVC MAINLINE FROM MASTER VALVE 2 FINISHED GRADE IN TURF AREAS 3 24" WIRE LOOP 4 PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "FS" ONTO LID. 0FLOW SENSOR, SEE LEGEND FOR SPECIFICATION 6 FINISHED GRADE IN SHRUB AREAS 7 PVC MAINLINE TO RCV'S 8 (4) BRICK SUPPORTS 9 ¾" ROCK, 2 CUBIC FEET LANDSCAPE FABRIC 11 1" ELECTRICAL CONDUIT TO CONTROLLER NO FITTINGS 10x PIPE O.D. UPSTREAM OF SENSOR. NO FITTINGS 5x PIPE O.D. DOWNSTREAM OF SENSOR. INSTALL FLOW SENSOR PER THE MANUFACTURER'S RECOMMENDATIONS, ROUTE WIRES THROUGH CONDUIT TO IRRIGATION CONTROLLER. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWNSTREAM SIDE OF THE FLOW SENSOR SCALE: 1" = 1" DIMENSION A B C D 1/2" TO 2-112" IN SIZE 18" 12" 6" 6" 3" TO 5-112" IN SIZE 24" X 6" 6" 6" AND LARGER 36" X 6" 6" J FLOW SENSOR K PIPE INSTALLATION -POTABLE SCALE: 1" = 1'' P-2108800-IRR-13 SCALE: 1" = 1" AT LEAST TWO DAYS BEFORE YOU DlG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA FIRST SUBMITT AL:11-16-22 SECOND SUBMITTAL:01-05-23 THIRD SUBMITTAL:02-08-23 FOURTH SUBMITT AL:05-28-24 FIFTH SUBMITTAL:09-19-24 P-2108800-IRR-09 SCALE 1" 0 1" P-2108800-IRR-14 Ll-03 P-2108800-IRR-10 11 AS BUIL T 11 GMP JOB NO: 21-088 RCE___ EXP, ___ _ DATE APPROVED FOR IRRIGATION AND PLANTING 1------------------1 ONL Y, INCLUDING PRECISE LOCATION OF PLANTING AREA. REVIE¼'ED BY: INSPECTOR DATE i~ i-----t--------+--------+----+-------+---+-----i ~ 1 CITY OF CARLSBAD -.,,, ~. PLANNING DIVIS □ N g m p LANDSCAPE CHINQUAPIN COAST HOMES ·-···---·.....J-----11----+-----------------i-----i-----+---+--~ 330 CHINQUAPIN AVE CARLSBAD, CA 92008 APN, Slib L!onsheod Ave 5u!te-102 C-arlsbad, C,A ~2010 gmplandorc.h.c..om T e58 558 b~11 1-----11-----+-------------i---+----+---+--I I APPROVED~ 1/(}:.. II t+lvt 1------t---+----------------1----+--+----l--~ ~P~LA~N::::N;;::;IN:;::G::===::;-;:::===~==:::::===:;;=D:::A:::TE::==~ OWN BY: ---PROJECT NO. DRAWING NO. ~~~ ~~; --L~~8~t=883l 538-7L DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL PLOT DATE: 10/28/2024 DIMENSION-PEDESTRIAN A B C 0 ~ :c LESS THEN 3" DIAMETER 18" 18" 18" 0 "' ' §; 3" -5,5" DIAMETER 24" 24" 24" Q. 6" OR GREATER IN DIAMETER 36" 36" 36" 0 DIMENSION-VEHICLE A B C "' :c 0 36" 36" 36" "' 6" DIAMETER OR LESS ' §; Q. GREATER THAN 6" DIAMETER 48" 48" 48" 6" SLEEVE INSTALLATION -POTABLE SCALE: 1"=1" NOTES: P-2108800-IRR-15 0 LOW VOLTAGE WIRES, 3 MAXIMUM 0ouTER CASE OF WATERPROOF CONNECTOR 0 STRIP AND TWIST WIRES FOR PROPER CONNECTION 0WIRENUT INSPECT, TEST, AND VERIFY PROPER SYSTEM CONNECTION BEFORE INSERTION INTO SEALANT CARTRIDGE, -DO NOT REUSE SEALANT CARTRIDGES, WIRE CONNECTORS SCALE: 1'=1" DRIPLINE PROFILE SCALE: 1" = I" P-2108800-IRR-19 TEE TOP OF MULCH PRESSURE-COMPENSATING IN-LINE EMITTER TUBING PER LEGEND 0TIE DOWN STAKE ©FINISHED GRADE P-2108800-IRR-23 NOTE: PRIOR TO THRUST BLOCKING, WRAP FITTINGS USING AWWA C209 1 PVC PIPE APPROVED TAPE, 2000 LB, MINIMUM CONCRETE, 2 PVC TEE THRUST BLOCK BEARING FACE TO REST AGAINST UNDISTURBED SHOVEL CUT SOIL 3 PVC CONCENTRIC REDUCER 4 CONCRETE 1 9" 9" NOTE: PRIOR TO THRUST BLOCKING, WRAP FITTINGS USING AWWA C209 APPROVED TAPE, 2000 LB MINIMUM CONCRETE, THRUST BLOCK BEARING FACE TO REST AGAINST UNDISTURBED SHOVEL CUT SOIL, 1 PVC PIPE PVC ELL CONCRETE ©FINISHED GRADE IN TURF AREAS 010" ROUND PLASTIC VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER HEAT BRAND "PB" ONTO LID, 3 24" WIRE EXPANSION LOOP (TYP) 4 WATER PROOF WIRE CONNECTORS 5 FINISH GRADE IN SHRUB AREAS 6 ¾" ROCK, 1 CUBIC FT. 7 (4)BRICK SUPPORTS 8 LANDSCAPE FABRIC 9 PVC ELECTRICAL SWEEP (IF INSTALLED IN CONDUIT) RED, TEE PLAN VIEW TEE PLAN VIEW 90' PLAN VIEW 45° PLAN VIEW < 6" RED. TEE SECTION VIEW TEE SIDE SECTION VIEW 90° SECTION VIEW 45° SECTION VIEW M THRUST BLOCKS -TEES SCALE: I"= 1" NOTES: SEE FLOW SENSOR DETAIL AND LEGEND FOR FLOW SENSOR INSTALLATION METHODS AND MATERIALS, SECONDARY WIRE RUN BETWEEN SENSOR DECODER AND FLOW METER NOT TO EXCEED 150' WITH 14 GAUGE WIRE, P-2108800-IRR-16 0 WIRE FROM SENSOR DECODER TO GROUNDING ROD USING CAD WELD (1 OF 2) 0GROUNDING ROD PER ASIC SPECIFICATIONS 0 SENSOR DECODER PER LEGEND 0coMMUNICATION CABLE PER LEGEND TO/FROM DEVICES (FIELD DECODER, SENSOR DECODER, OR CONTROLLER) 0 WIRE FROM SENSOR DECODER TO FLOW SENSOR 0 WATERPROOF CONNECTION PER LEGEND (1 OF 4) 0FLOW SENSOR PER LEGEND AND DETAILS 0 SEE FLOW SENSOR DETAIL FOR INSTALLATION METHOD WIRE SPLICE STEPS 1, $IRIP\lillRES½"TO%",USING LINEMANS PLIERS OR OTHER STYLE TOOL, TWIST ENDS TOGETHER MIN 3 TIMES, INSERT INTO SCOTCHLOK ELECTRICAL CONNECTOR AND ROTATE CLOCKWISE UNTIL ADDITIONAL FORCE IS REQUIRED, 2, INSERT THE SPLICE INTO THE GEL-FILLED IN SULA TOR TUBE, PUSH PAST THE LOCKING FINGERS TO N NOTES: THRUST BLOCKS -ELLS SCALE: 1"=1' 0c;s <P1b \:): P:tois Oo 0 PLACE 5' OF EXTRA WIRE IN VALVE BOX FOR SERVICING INSTALL PER MANUFACTURER'S RECOMMENDATIONS, HOLD THE SCOTHLOK CONNECTOR IN PLACE, 3, POSITION WIRE CHANNELS AND SNAP INSULATOR TUBE COVER CLOSED. SURGE PROTECTION SHOULD BE INSTALLED EVERY 1000' ON TWO-WIRE PATH, SURGE PROTECTION TO BE INSTALLED AT END OF WIRE RUN THAT TERMINATES IN THE FIELD (STAR CONFIGURATION), INSTALL PER ASIC GUIDELINES DECODER -FLOW SENSOR CONNECTION R DECODER -GROUNDING ROD SCALE: I"= 1" D P-2108800-IRR-20 1 DRIP VALVE ASSEMBLY (SEE LEGEND) 2 BLANK TUBING, LENGTH AS REQUIRED 3 PVC HEADER, PER PLAN 4 MANUAL ISOLATION BALL VALVE PER LEGEND ©LANDSCAPE DRIPLINE, LENGTH AND TYPE PER LEGEND TREE ROOTBALL EMISSION POINT (TYP) ESTIMATED DRIPLINE OF MATURE TREE 0AIR RELIEF VALVE, PER LEGEND, INSTALL AT HIGHEST POINT @coUPLING, (1 OF 2) ®MANUAL LINE FLUSHING VALVE W/ GRAVEL SCALE: 1' = I' D 4 L~--ttt-----6 AR TREE RING DRIP LAYOUT DRIP LAYOUT -END FEED SCALE 1"'•1' P,2108800-IRR-24 SCALE: 1" • 1" DIGJ\L~ VVVVVVV\,~r~ TM DIAL TOLL FREE !" \ 1 -800 • 422 -4133 / CSJ AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA FIRST SUBMITT AL:11-16-22 SECOND SUBMITT AL:01-05-23 THIRD SUBMITT AL:02-08-23 FOURTH SUBMITT AL:05-28-24 FIFTH SUBMITTAL:09-19-24 .,, C: u ,c - 0 .... -, \\OSCA \\erso P-2108800-IRR-17 0vALVE BOX WITH COVER 10-INCH ROUND SIZE 0 ½:' x 8' GROUNDING ROD: 50 OHMS OR LESS 0BRASS CLAMP OR CAD-WELD (1 OF 2) 0w1RE FROM SURGE PROTECTION TO GROUNDING ROD (1 OF 2) 5 LINE SURGE PROTECTION 6 WATERPROOF CONNECTION (1 OF 2) 7 3" MIN, DEPTH OF¾" ROCK 8 BRICK SUPPORT (1 OF 2) 9 FINISHED GRADE /TOP OF MULCH TWO-WIRE CABLE TO/FROM NEXT DEVICE WIRE SPLICE STEPS 1. $1 RIP WIRES½" I 0%" USING LINEMANS PLIERS OR OTHER STYLE TOOL, TWIST ENDS TOGETHER MIN 3 TIMES, INSERT INTO SCOTCH LOK ELECTRICAL CONNECTOR AND ROTATE CLOCKWISE UNTIL ADDITIONAL FORCE IS REQUIRED, 2 INSERT THE SPLICE INTO THE GEL-FILLED INSULATOR TUBE, PUSH PAST THE LOCKING FINGERS TO HOLD THE SCOTHLOK CONNECTOR IN PLACE, 3, POSITION WIRE CHANNELS AND SNAP INSULATOR TUBE COVER CLOSED. P-2108800-IRR-21 1 DRIP VALVE ASSEMBLY (SEE LEGEND) 2 HUNTER ECO INDICATOR 3 PVC SUPPLY HEADER 4 DRIP TUBING START CONNECTION 5 DRIP TUBING, PER LEGEND, NOT TO EXCEED 200 LINEAR FEET BETWEEN HEADERS 0AIR RELIEF VALVE, PER LEGEND, INSTALL AT HIGHEST POINT ON ZONE 0 AREA PERIMETER ©PERIMETER LATERALS 2" TO 4"' FROM EDGE 0Pvc EXHAUST HEADER @FLUSH VALVE, PER LEGEND, PLUMB TO EXHAUST HEADER NOTE: ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. P-2108800-IRR-25 WIRE PULL BOX SCALE 1' = 1" SOLAR SYNC MOUNTED TO EAVE SCALE 1' = I" P-2108800-IRR-18 1 EAVE OF BUILDING 2 PLASTIC TIE DOWN STRAP 3 SENSOR, SEE LEGEND FOR SPECS 4 MOUNTING BRACKET, INSTALL PER MANUFACTURER'S 0 RECOMMENDATIONS 5 IF WIRED MODEL IS SPECIFIED, PROVIDE WIRE BACK TO CONTROLLER 0 SECURE WIRE WITH CABLE TIE BRACKET, 3' 0 C, MIN, NOTE: MOUNT SENSOR PER MANUFACTURER'S RECOMMENDATIONS MOUNT SENSOR IN A LOCATION WITH EXPOSURE TO THE SUN AND RAINFALL WHICH IS UNOBSTRUCTED P-2108800-IRR-22 GMP JOB NO: 21-088 11 AS BUILT" RCE __ _ EXP, ___ _ z 0 - ~ (9 -0::: Cf) 0::: ~ w~ 0.. w <( 0 u Cf) 0 z <( _J DATE APPROVED FOR IRRIGATION AND PLANTING 1------------------1 Ll-04 ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA REV!Ev/ED BY: INSPECTOR DATE ·~ t-----+---+---------+---+---+---+---1 ~ I CITY OF CARLSBAD ,.,, ~, PLANNING DIVIS □ N g m p LANDSCAPE CHINQUAPIN COAST HOMES 91ib J...lonsheod Ave 9"1te 102 U.rlelx>d, C-A q2010 9mplcmdorc.h.c:.om T 858 558 8~11 330 CHJNQUAPIN AVE CARLSBAD, CA 92008 APN, t----+---+-------------t---,e----+--f------11 APPROVE~ ,,/~ ~ l'H~ ,d-1-h-• i-----1----1-----------------+---+---1-----11-----; PLANNING DATE ~D::::W:::::N:::::;B:::::Y:== __ =_=~~;-;:::==P=R=o=JE=c=T=N=o=_=::::::;-;:D=R=A=w=1N=G=N=o~. CHKD BY: ___ LPC2022-0027 538-7L RVWD BY: CT2D21-0D05 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL PLOT DATE: 10/28/2024 .. 2 3 ~1---ll--lft-H-----, 6 ~ • l--r----0 I IU.-----4s 9 ~W) Pc~'~=~'AYOUT -MULTIPLE BEDS NOTE: 10 AO'l-,l--Jt--lt-lHIH-----t -.:.,II 6 0 2 +------(7 H-111-1,H-----{ 5 tt-r-----18 1 0 2 3 '--feT 4 5 ------l6 __ _,,/ re_..~..,...<--------_ 7 I H-(8.IJ I In ,,..., !~)DRIP VALVE ASSEMBLY (SEE LEGEND) I 2 JDRIP TUBING START CONNECTION )PVC SUPPLY HEADER lHUNTER ECO INDICATOR JDRIP TUBING, PER LEGEND, NOT TO EXCEED 200 LINEAR FEET BETWEEN HEADERS 0AIR RELIEF VALVE, PER LEGEND, INSTALL AT HIGHEST POINT ON ZONE 0AREA PERIMETER ©PERIMETER LATERALS 2" TO 4" FROM EDGE ©FLUSH VALVE, PER LEGEND, PLUMB TO EXHAUST HEADER NOTE • ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE, P-2108800-1 RR-26 111-1£J.II Ii-In ,....., l~JDRIP VALVE ASSEMBLY (SEE LEGEND) I 2 JDRIP TUBING START CONNECTION >I I 3 )PVC SUPPLY HEADER I HUNTER ECO INDICATOR tDRIP TUBING, PER LEGEND, NOT TO EXCEED 200 LINEAR FEET BETWEEN HEADERS 0AIR RELIEF VALVE, PER LEGEND, INSTALL AT HIGHEST POINT ON ZONE 0 AREA PERIMETER ©PERIMETER LATERALS 2" TO 4" FROM EDGE ©FLUSH VALVE, PER LEGEND, PLUMB TO EXHAUST HEADER @Pvc EXHAUST HEADER NOTE: -ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. P-2108800-IRR-29 0 MOUNT ENCLOSURE AS PER MANUFACTURER'S RECOMMENDATION 0 CONTROLLER, SEE LEGEND FOR SPECIFICATION 0 120 VOLT POWER SUPPLY IN J-BOX, BY OTHERS 0RIGID ELECTRICAL CONDUIT 0To SENSOR (IF SPECIFIED) IN RIGID CONDUIT 0LOW VOLTAGE WIRE IN RIGID PVC CONDUIT PVC ELECTRICAL SWEEP 0 TO EXTERIOR BUILDING WALL THROUGH J-BOX ©BUILDING FLOOR BY OTHERS • INSTALL ENCLOSURE AS INDICATED PER PLAN & MANUFACTURER'S RECOMMENDATION, • ROUTE WIRES AND SLEEVE THROUGH WALL TO RECTANGULAR PULL BOX AND TRANSITION TO DIRECT BURY WIRE, ~BB: ~!~~1~OUNT CONTROLLER P-2108800-IRR-11 ,,-.., \. s I \ I ! 11i:: fAII I 1 )DRIP VALVE ASSEMBLY (SEE LEGEND) 2 )DRIP TUBING START CONNECTION 3 PVC SUPPLY HEADER >I HUNTER ECO INDICATOR 5 )DRIP TUBING, PER LEGEND, NOT TO '-' EXCEED 200 LINEAR FEET BETWEEN HEADERS 0AIR RELIEF VALVE, PER LEGEND, INSTALL AT HIGHEST POINT ON ZONE 0AREA PERIMETER ©PERIMETER LATERALS 2" TO 4" FROM EDGE ·'--©FLUSH VALVE, PER LEGEND, PLUMB ----------'-2 e:~CE:::~:TH:;:~:R ~ ~ ~ 0BLANK TUBING HEADER CENTERED ON ' ~ MOUND OR BERM 4 NOTE: • ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE, 2 u..u-----1,5 ,,...., AR -+-ll-l-1+-----,6 .__, I) (,\ -,_ -,J----=tf:._---/4 r ' - IW.-----, a 9 1 IAII I • 1 DRIP VALVE ASSEMBLY (SEE LEGEND) 2 DRIP TUBING START CONNECTION 3 PVC SUPPLY HEADER 4 HUNTER ECO INDICATOR 5 DRIP TUBING, PER LEGEND, NOT TO EXCEED 200 LINEAR FEET BETWEEN HEADERS 0AIR RELIEF VALVE, PER LEGEND, INSTALL AT HIGHEST POINT ON ZONE 0 AREA PERIMETER ©PERIMETER LATERALS 2" TO 4" FROM EDGE ©FLUSH VALVE, PER LEGEND, PLUMB TO EXHAUST HEADER NOTE: • ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE, GENERAL GMP IRRIGATION 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 SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. IN CASE OF CONFLICT BElWEEN THE SPECIFICATIONS, DRAWINGS, AND/OR CODE, THE MORE STRINGENT REQUIREMENT SHALL PREVAIL. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE, 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK . 5. THE MAINLINE AND SLEEVING IS DIAGRAMMATIC, ALL PIPING IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IAIITHIN LIMIT OF WORK BOUNDARIES AND IN SHRUB PLANTING AREAS WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. 6. IRRIGATION EQUIPMENT AS SHOWN IS DIAGRAMMATIC. INSTALL ALL THE IRRIGATION REMOTE CONTROL VALVES, QUICK COUPLERS, MASTER VALVES, FLOW SENSORS. BACKFLOWS, AIRNACUUM DEVICES, BALL VALVES, AND ANCILLARY EQUIPMENT IN SHRUB PLANTING AREAS WHEN FEASIBLE OR AS APPROVED BY OWNER'S REPRESENTATIVE AND THE LANDSCAPE IRRIGATION DESIGNER. (X; Pc~l~c~AYOUT -ODD CURVES P-2108800-IRR-27 'y; Pc~l~.~,AYOUT -MULTIPLE BEDS ... ' P-2108800-IRR-28 7. DO NOT V\/ILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 1 3 © ,____. 6 ,__, © 1-=~=l 2' MAX " ' n V"-rf " 1--------:-~8 ---? ',../ ~ - SEE NOTES ~S .,, 1 & 2 : ~ 12" MIN. 36" MAX. 36" MAX. 3 . p, 'i' n:::/===• ' ,, ., 7 3 SEE NOTE 5 (J) (TYP) CUSTOMER RESPONSIBILITY MATERIALS AND INSTALLATION SHALL CONFORM TO THE CALIFORNIA PLUMBING CODE. NOTES: I. DO NOT INSTALL PLASTIC PIPE, OR PLASTIC FITTINGS BETWEEN THE METER AND BACKFLOW ASSEMBLY, 2. WHEN SERv1CE MUST EXTEND UNDER SIDEWALK, INSTALL A SCHEDULE 80 PVC SLEEVE AROUND THE SERv1CE lUBING BETWEEN THE METER BOX AND THE BACKFLOW PREVENmN DEVICE. 3. CONSTRUCT 2' HIGH RETAINING WALL ON 3 SIDES OF BACKFLOW PREVENTER WHEN INSTALLED ON 4:1 OR GREATER SLOPE, OPEN END SHALL BE AT DOWNHILL SIDE OF SI.OPE. PROVIDE 2' HORIZONTAL CLEARANCE BETh£EN WALL AND BACKFLOW PREVENTER, 4, DO NOT INSTALL IN AREA SUBJECT TO FLOODING. 5. WRAP COPPER OR BRASS lUBING 111TH 10 Mil UTILITY TAPE WHEN ENCASED IN CONCRETE. ITEM DESCRIPTION 1 METER AND BALL VALVE !BY DISTRICT) 2 THREADED BRASS OR COPPER PIPE 3 BRASS 90" ELBOW THREADED 4 THREADED BRASS PIPE 5 BRASS UNION 6 USC APPROVED BACKFLOW PREVENTION DEVICE 7 FOUNDATION ANCHOR BLOCK REV. APPROVED DA TE CARLSBAD MUNICIPAL WATER DISTRICT SPEC/DWG 15057 15057 15057 15057 15112 03000 4/29/2 7/22 2" 8t SMALLER BACKFLOW PREVENTION INSTALLATION DISTRICT ENGINEER RCE 55974 DA1E STANDARD DWG, NO, W-6 DIGA~IBT WVVVVV..~~1 ~ '" DIAL TOLL FREE nl" , \ 1 • soo. 422 • 4133 V AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA FIRST SUBMITTAL:11-16-22 SECOND SUBMITT AL:01-05-23 THIRD SUBMITTAL:02-08-23 FOURTH SUBMITTAL:05-28-24 FIFTH SUBMITT AL:09-19-24 MINIMUM PIPE COVERAGE SHALL BE AS FOLLOWS: A PRESSURE LINES: LESS THAN 3" IN DIAMETER· 18" COVER 3"-5 ~" IN DIAMETER -24" COVER 611 OR GREATER IN DIAMETER -36" COVER 8, LATERAL LINES: 12" COVER SLEEVES UNDER ROADS: 611 OR LESS IN DIAMETER· 36" COVER GREATER THAN 611 IN DIAMETER -48" COVER SCHEDULE 80 PVC SLEEVES UNDER PAVING (NON-ROADS): LESS THAN 3" IN DIAMETER· 18" COVER 3" • 5112" IN DIAMETER· 24" COVER 611 OR GREATER IN DIAMETER -36" COVER SCHEDULE 40 PVC CONTROL WIRES LOCATED UNDER STREETS OR OTHER PERMANENT IMPROVEMENTS SHALL BE INSTALLED IN SEPARATE PVC SLEEVES 8. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY IAIITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 9. ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER, RECYCLED CROSS CONNECTION TEST VALVE, PUMP STATION AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 10. CONTRACTOR IS TO PROVIDE THREE (3) ADDITIONAL PILOT WIRES AND ONE (1) COMMON IA/IRE TO THE END OF THE MAINLINE RUN IN lWO DIRECTIONS FROM THE CONTROLLER THE ADDITIONAL WIRE SHALL BE EXTENDED 10', MAKING A COIL TO FIT INSIDE A RECTANGULAR PULL BOX. LABEL THE LID OF THE PULL BOX 'SW. 11. ALL PIPE UNDER PAVED AREAS, HARDSCAPE, ORAS DIRECTED BY OWNERS REPRESENTATIVE TO BE INSTALLED IN SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. ALL 2" AND 3" SLEEVING SHALL BE PVC1220 SCH. 40, TYPE 1, GRADE 2 MATERIAL CONFORMING TO ASTM STANDARD D-1785-4. ALL 4" AND LARGER SLEEVING SHALL BE PVC1220 CLASS 200 SDR21, TYPE 1, GRADE 2 MATERIAL CONFORMING TO ASTM STANDARD D-2241. SLEEVES UNDER BROW DITCHES SHALL BE ENCASED IN CONCRETE A MINIMUM OF 6" THICK ON ALL SIDES OF PIPE. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF PAVING. 12. ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER VALVES WITHIN 18" OF HARDSCAPE. 13. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS. REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. WHEN VERTICAL OBSTRUCTIONS (PROPS, STREET LIGHTS, TREES, ETC ) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS PREVENTING PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER 14. THE IRRIGATION CONTRACTOR SHALL ADJUST THE PRESSURE REGULATOR ON EACH ELECTRIC CONTROL VALVE SO THAT THE SPRINKLER HEAD FARTHEST AND HIGHEST IN ELEVATION FROM ITS RESPECTIVE CONTROL VALVE OPERATES WITHIN THE OPERATING PRESSURE SHOWN ON THE IRRIGATION LEGEND. NOT TO EXCEED FIVE (5) PSI ABOVE THE GIVEN OPERATING PRESSURE FROM THE SPECIFIED PRESSURE LOCATED ON THE IRRIGATION LEGEND. 15. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE VIA DIRECT FIELD MEASUREMENT PRIOR TO CONSTRUCTION, REPORT ANY DIFFERENCE BElWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS, AND COSTS ASSOCIATED WITH SAID REVISIONS. 16. SHOULD FIELD CONDITIONS REQUIRE PIPE INSTALLATION OTHER THAN THAT SHOWN ON PLANS, THE CONTRACTOR SHALL LIMIT EXCESS FLOW AND SIZE ALL PIPE NOT TO EXCEED A VELOCITY OF 5 FEET PER SECOND (FPS) IN PVC PIPE AND CAST IRON PIPE. FLOW THROUGH ANCILLARY EQUIPMENT, STEEL AND COPPER PIPE SHALL NOT EXCEED A VELOCITY OF 7 ½ FPS. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 17. ELECTRICAL POWER SOURCE FOR THE IRRIGATION CONTROLLER AND/OR BOOSTER PUMP SHALL BE PROVIDED UNDER THE ELECTRICAL SECTION OF THE SPECIFICATIONS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO COORDINATE ELECTRICAL SERVICE WITH THE GENERAL CONTRACTOR AND SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER AND/OR BOOSTER PUMP. 11 AS BUILT" GMP JOB NO: 21-088 RCE __ _ EXP,---- z 0 - ~ (9 -0::: Cl) 0::: ::::! w~ a.. w <( 0 u (J) 0 z ::5 DATE Ll-05 APPROVED FOR IRRIGATION AND PLANTING 1------------------1 2!ill'., INCLUDING PRECISE LOCATION OF REVIEVED BY: PLANTING AREA. INSPECTOR DATE ~f) i------,r---+------------+---1----+--+----t ~ I CITY PS!rN~~~~~BAD g m p LANDSCAPE CHINQUAPIN COAST HOMES f=••<>•~-==<'••.._,.="..._,,,_=_w,,=•a<•"-"~--•=·•-=-,•=<>j-----j---+----------------t----+--+----lf----1 330 CHINQUAPIN AVE CARLSBAD, CA 92008 APN• 9116 L!anshead Ave Suite 102 Carlsbad, CA "12010 gmp landarc.h .com T !lS!l 5S!l !l<!11 t---+--+-------------+---+---l---+----11 APPROVED~ ~ 0 ,. . it/4(24 I i-----1---+----------------t----+--+----lf----l ~· P~LA~N;::N~IN~G::::::==::;-;::=~7::::::::::::;::::::::::~=~::::D:::A::::TE::::::::;::~· OWN BY: ---PROJECT NO. DRAWING NO. 2~~8 ~~; --L'c9-~i~t=883l 538-7L DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PLOT DATE: 10/28/2024 IRRIGATION SPECIFICATIONS SECTION 02811 LANDSCSAPE IRRIGATION PART I -GENERAL 1.01 A B. 1.02 A. B. SUMMARY IT IS THE INTENT OF THE SPECIFICATIONS AND DRAWINGS THAT THE FINISHED SYSTEM IS COMPLETE IN EVERY RESPECT AND SHALL BE READY FOR OPERATION SATISFACTORY TO THE OWNER. THE WORK SHALL INCLUDE ALL MATERIAL~ LABOR. SERVICES,_ TRANSPORTATION~AND EQUIPMENT NECESSARY TO PERFORM THE WORK AS INDICATED ON THE DRAWINcoS, IN THESE SPEClrlCATION, AND AS NcCESSARY TO COMPLETE THE CONTRACT. CONSTRUCTION DRAWINGS DUE TO THE SCALE OF THE DRAWINGSAIT IS NOT POSSIBLE TO INDICATE ALL OFFSETS0FITTING9, SLEEVE~ ETC. WHICH MAY BE REQUIRED. THE CONTRACTOR SHALL vAREFULLY INVESTIGATE THE STRUCTURAL AN FINISHEu CONDITlvNS AFFECTING ALL OF HIS WORK AND PLAN HIS WORK ACCORDINGLY FURNISHING SUCH FITTINGS ETC. AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN IRRIGATION SYSTEMS, PLANTING, AND ARCHITECTURAL FEATURES. ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES OR DETAILS SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS. WHEN AN ITEM IS SHOWN ON THE PLANS BUT NOT SHOWN ON THE SPECIFICATIONS OR VICE VERSA, IT SHALL BE DEEMED TO BE AS SHOWN ON BOTH. THE LANDSCAPE ARCHITECT SHALL HAVE FINAL AUTHORITY FOR CLARIFIC~TION. D. EQUIPMENT: 1. SUPPLY ASA PART OF THIS CONTRACT THE FOLLOWING ITEMS: A. ;w~Tf~WRENCHES FOR DISASSEMBLY AND ADJUSTMENT OF EACH TYPE OF SPRINKLER HEAD USED IN THE IRRIGATION B. C. D. E. F. G. 2. THREE 30-INCH SPRINKLER KEYS FOR MANUAL OPERATION OF CONTROL VALVES. TWO KEYS FOR EACH AUTOMATIC CONTROLLER. FIVE QUICK COUPLER KEYS WITH A BRONZE HOSE THREAD 90 DEGREE SWIVEL ATTACHMENT AND FIVE COUPLER LID KEYS. FIVE VALVE BOX COVER KEY OR WRENCH. ONE 5-FOOTS TE1E WRENCEH FOR OPERATSINZG GATE VALVES 3 INRCHES o0RNLPAR0GCER (IF USED). SIX EXTRA PR NKLER H ADS OF EACH I EAND TYPE PER I RIGATI ... C. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS 110 IN THE FIELD THAT OBSTRUCTIONS,_GRADE DIFFERENCES OR DISCREPANCIES IN AREA DIMENSIONS EXIST THAT MIGHT NOT • THE ABOVE EQUIPMENT SHALL BE TURNED OVER TO OWNER'S AUTHORIZED REPRESENTATIVE AT THE FINAL INSPECTION. COMPLETION HAVE BEEN CONSIDERED IN ENGINcERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AS SOON AS DETECTED. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE A. IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISION NECESSARY. ~~1~ifs]~rA9rv1Hp~ti~-~tJi11N~1~E~~m~~11~Ef~f1~<m-l~fv~t¼°~x~b~t~8~1X~81r9r~bEV,;ELA~J~~A~iEfLlsTOF QUALITY ASSURANCE ITEMS TO BE COM LETED BY THE CONTRACTOR. AT THE TIME OF THE PvST-MAINTENANCE PERI DOR FINAL INSPECTION THE WORK WILL BE REINSPECTED AND FINAL ACCEPTANCE WILL BE IN WRITING BY THE LANDSCAPE ARCHITECT, OWNER'S AUTHORIZED REPRESENTATIVE, AND GOVERNING AGENCIES. 1.03 A. PROVIDE AT LEAST ONE ENGLISH SPEAKING PERSON I/I/HO SHALL BE PRESENT AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE WORK AND WHO SHALL BE THOROUGHLY FAMILIAR WITH THE TYPE OF MATERIALS BEING INSTALLED AND THE B. THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL HAVE FINAL AUTHORITY ON ALL PORTIONS OF THE \II/ORK. MANUFACTURER'S RECOMMENDED METHODS OF INSTALLATION AND WHO SHALL DIRECT ALL WORK PERFORMED UNDER THIS =~ ~ AFTER THE SYSTEM HAS BEEN COMPLETE[). THE CONTRACTOR SHALL INSTRUCT OWNER'S AUTHORIZED REPRESENTATIVE IN THE OPERATION AND MAINTENANCE OF THc IRRIGATION SYSTEM AND SHALL FURNISH A COMPLETE SET OF OPERATING AND B. MAINTENANCE INSTRUCTIONS. MANUFACTURER'S DIRECTIONS AND DETAILED DRAWINGS SHALL BE FOLLOWED IN ALL CASES WHERE THE MANUFACTURER OF ARTICLES USED IN THIS CONTRACT FURNISH DIRECTIONS COVERING POINTS NOT SHOWN IN THE DRAWINGS AND SPECIFICATIONS. D. ANY SETTLING OF TRENCHES WHICH MAY OCCUR DURING THE ONE-YEAR PERIOD FOLLOWING ACCEPTANCE SHALL BE REPAIRED TO THE OWNER'S SATISFACTION BY THE CONTRACTOR WITHOUT ANY ADDITIONAL EXPENSE TO THE OWNER. C. REPAIRS SHALL INCLUDE THE COMPLETE RESTORATION OF ALL DAMAGE TO PLANTING, PAVING OR OTHER IMPROVEMENTS OF ANY KIND AS A RESULT OF THE WORK. 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 SPECIFICATIONS, AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. ANYTHING CONTAINED IN THESE SPECIFICATIONS SHALL NOT BE CONSTRUED TO CONFLICT WITH 111 ANY OF THE ABOVE RULES AND REGULATIONS OF THE SAME. HOWEVER WHEN THESE SPECIFICATIONS AND DRAWINGS CALL • GUARANTEE FOR OR DESCRIBE MATERIALSbWORKMANSHIP hOR CONSTRUCTION OF A BETTER QUALITY, HIGHER STANDARD,., OR LARGER SIZE A THAN IS REQUIRED BY THE AB VE RULES AND r<EGULA TIONS, THE PROVISIONS OF THESE SPECIFICATIONS ANu DRAWINGS • SHALL TAKE PRECEDENCE. i~~~~Jti~21d~~Lgf KLl8Jif ~c\4~~g?tF16c~ ~?~~ ffR~fLUANJJJ~b~~McAiiiiq~-dl.\Y/i1~~~~Wi.?~3S~0~tei< }1ELD AREAS BELOW GRADEJOR A PERIOD OF ONE (1l YEAR FOLLOWING THE FILING OF tHE NOTICE OF COMPLETION SHOULD ANY PROBLEM WITH THE IR~IGATION SYSTEM BE DISCOVERED WITHIN THE GUARANTEE PERIOD IT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO OWNER WITHIN TEN (10) CALENDAR DAYS OF RECEIPT OF WRITTEN NOTICE FROM OWNER WHEN THE NATURE OF THE REPAIRS AS DETERMINED BY TRE OWNER CONSTITUTE AN EMERGENCY /I.E. BROKEN PRESSURE LINEl THE OWNER MAY PROCEED TO MAKE REPAIRS AT THE CONTRACTOR'S EXPENSE. ANY AND ALL DAMAGES TO EXISTING IMPROVEMENT RESULTING EITHER FROM FAULTY MATERIALS OR WORKMANSHIPA OR FROM THE NECESSARY REPAIRS TO CORRECT SAME, SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER BY THE CvNTRACTOR, ALL AT NO ADDITIONAL COST TO THE OWNcR. D. E. ALL MATERIALS SUPPLIED FOR THIS PROJECT SHALL BE NEW AND FREE FROM ANY DEFECTS. ALL DEFECTIVE MATERIALS SHALL BE REPLACED IMMEDIATELY AT NO ADDITIONAL COST TO OWNER THE CONTRACTOR SHALL SECURE THE REQUIRED LICENSES AND PERMITS INCLUDING PAYMENTS OF CHARGES AND FEE~, GIVE REQUIRED NOTICES TO PUBLIC AUTHORITIES, VERIFY PERMITS SECURED OR ARRANGEMENTS MADE BY OTHERS AFFECTli,G THE WORK OF THIS SECTION. 1.04 SUBMITTAL$ A. MATERIALS LIST: 8. 1. AFTER AWARD OF CONTRACT AND BEFORE ANY IRRIGATION SYSTEM MATERIALS ARE DELIVERED TO THE JOB SITE! SUBMIT TO THE OWNER A COMPLETE LIST OF ALL IRRIGATION SYSTEMS, MATERIALS, OR PROCESSES PROPOSED TO BE FURN SHED AND INSTALLED AS PART OF THIS CONTRACT 2. SHOW MANUFACTURER'S NAME AND CATALOG NUMBER FOR EACH ITEM. FURNISH COMPLETE CATALOG CUTS AND TECHNICAL DATA, FURNISH THE MANUFACTURER'S RECOMMENDATIONS AS TO THE METHOD OF INSTALLATION. 3. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN ACCEPTANCE BY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE. 4. MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH WARRANTIES SHALL ONLY SUPPLEMENT THE GUARANTEE. 1. 2 3. SUBSTITUTIONS. IF THE IRRIGATION CONTRACTOR WISHES TO SUBSTITUTE ANY EQUIPMENT OR MATERIALS FOR THOSE EQUIPMENT OR MATERIALS LISTED ON THE IRRIGATION DRAWINGS AND SPECIFICATIONS HE MAY DO SO BY PROVIDING THE FOLLOWING INFORMATION TO THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE AND CITY INSPECTOR FOR APPROVAL. PROVIDE A WRITTEN STATEMENT INDICATING THE REASON FOR MAKING THE SUBSTITUTION. PROVIDE CATALOG CUT SHEETS~ TECHNICAL DAT-'). AND PERFORMANCE INFORMATION FOR EACH SUBSTITUTE ITEM. PROVIDE IN WRITING THE DIFFE~ENCE IN INSTALLcD PRICE IF THE ITEM IS ACCEPTED. 1.05 A. EXISTING CONDITIONS THE CONTRACTOR SHALL VERIFY AND BE FAMILIAR WITH THE LOCATIONS. SIZE AND DETAIL OF POINTS OF CONNECTION PROVIDED AS THE SOURCE OF WATER, ELECTRICAL SUPPLY, AND ANY TELEPHONE LINE CONNECTION TO THE IRRIGATION SYSTEM. B. c. A. B. 1.06 IRRIGATION DESIGN IS BASED ON THE AVAILABLE STATIC WATER PRESSURE SHOWN ON THE DRAWINGS. CONTRACTOR SHALL VERIFY STATIC WATER ON THE PROJECT PRIOR TO THE START OF CONSTRUCTION. SHOULD A DISCREPANCY EXIST, NOTIFY THE LANDSCAPE ARCHITECT AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BEGINNING CONSTRUCTION. PRIOR TO CUTTING INTO THE SOI~, THE CONTRACTOR SHALL LOCATE ALL CABLES, CONDUIT\l, SEWER SEPTIC TANKS. AND OTHER UTILITIES AS ARE COMMOi,LY ENCOUNTERED UNDERGROUND AND HE SHALL TAKE P~OPER PRECAUTIONS NOT TO DAMAGE OR DISTURB SUCH IMPROVEMENTS. IF A CONFLICT EXISTS BETWEEN THE SUCH OBSTACLES AND THE PROPOSED WORK. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT AND OWNER WHO WILL ARRANGE FOR RELOCATIONS. THE CONTRACTOR WILL PROCEED IN THE SAME MANNER IF A ROCK LAYER OR ANY OTHER SUCH CONDITIONS ARE ENCOUNTERED. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FEATURES TO REMAIN ON AND ADJACENT TO THE PROJECT SITE DURING CONSTRUCTION. CONTRACTOR SHALL REPAIR, AT HIS OWN COST, ALL DAMAGE RESULTING FROM HIS OPERATIONS OR NEGLIGENCE. THE IRRIGATION CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR FOR INSTALLATION OF REQUIRED SLEEVING AS SHOWN ON THE PLANS. INSPECTIONS B. GUARANTEE SHALL BE SUBMITTED ON CONTRACTORS OWN LETTERHEAD AS FOLLOWS: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM WE HEREBY GUARANTEE THAT THE SPRINKLER IRRIGATION SYSTEM WE HAVE FURNISHED AND INSTALLED IS FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP, ANO THE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONSTORDINARY WEAR AND TEAR AND UNUSUAL ABUSE, OR NEGLECT EXCEPTED. WE AGREE TO REPAIR OR REPLACE ANY DEFEC IVE MATERIAL DURING THE PERIOD OF ONE YEAR rROM DATE OF FILING OF THE NOTICE OF COMPLETION AND ALSO TO REPAIR OR REPLACE ANY DAMAGE RESULTING FROM THE REPAIRING OR REPLACING OF SUCH DEFECTS AT NO ADDITIONAL COST TO THE OWNER. WE SHALL MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN 10 CALENDAR DAYS FOLLOWING WRITTEN NOTIFICATION BY THE OWNER. IN THE EVENT OF OUR FAILURE TO MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN THE TIME SPECIFIED AFTER RECEIPT OF WRITTEN NOTICE FROM OWNER0 WE AUTHORIZE THE OWNER TO PROCEED TO HAVE SAID REPAIRS OR REPLACEMENTS MADE AT OUR EXPENSE AND WE WILL rAY THE COSTS AND CHARGES THEREFORE UPON DEMAND. PROJECT NAME: PROJECT LOCATION: CONTRACTOR NAME: ADDRESS: TELEPHONE: SIGNED: DATE PART II -MATERIALS 2.01 2.02 A. B. C. D. E. F. SUMMARY USE ONLY NEW MATERIALS OF THE MANUFACTURER. SIZE AND TYPE SHOWN ON THE DRAWINGS AND SPECIFICATIONS. MATERIALS OR EQUIPMENT INSTALLED OR FURNISHED THAT DO NOT MEET LANDSCAPE ARCHITECT'S, OWNER'~,,OR GOVERNING AGENCIES STANDARDS WILL BE REJECTED AND SHALL BE REMOVED FROM THE SITE AT NO EXPENSE TO THE OwNER. PIPE PRESSURE SUPPLY LINE FROM POINT OF CONNECTION THROUGH BACKFLOW PREVENTION UNIT SHALL BE TYPE K "HARD" COPPER PIPE OR BRASS NIPPLES (LENGTH AS REQUIRED). PRESSURE SUPPLY LINES 2 INCHES IN DIAMETER AND UP TO 2.5 INCHES IN DIAMETER DOWNSTREAM OF BACKFLOW PREVENTION UNIT SHALL BE CLASS 315 SOLVENT WELD PVC. PIPING SHALL CONFORM TO ASTM D2241. PRESSURE SUPPLY LINES 3 INCHES IN DIAMETER AND UP TO 8 INCHES IN DIAMETER DOWNSTREAM OF BACKFLOW PREVENTION UNIT SHALL BE CLASS 200 GASKET JOINT PVC. PIPING SHALL CONFORM TO ASTM D2241. PRESSURE SUPPLY LINES 1.5 INCHES IN DIAMETER AND SMALLER OF THE BACKFLOW PREVENTION UNIT SHALL BE SCHEDULE 40 SOLVENT WELD PVC CONFORMING TO ASTM 01785. NON-PRESSURE LINES .75 INCHES IN DIAMETER AND LARGER DOWNSTREAM OF THE REMOTE CONTROL VALVE SHALL BE SCH. 40 PVC. ALL SPECIALIZED PIPING SHALL BE AS INDICATED ON THE DRAWING LEGEND OR DETAILS. A. THE CONTRACTOR SHALL PERMIT THE LANDSCAPE ARCHITECT, OWNER'S AUTHORIZED REPRESENTATIVE AND CITY INSPECTOR 2.03 METAL PIPE AND FITTINGS TO VISIT AND INSPECT AT ALL TIMES ANY PART OF THE WORK AND SHALL PROVIDE SAFE ACCESS FOR SUCH VISITS. A. BRASS PIPE SHALL BE 85 PERCENT RED BRASS, ANSI, JPS STANDARD 125 POUNDS, SCHEDULE 40 SCREWED PIPE. B. WHERE THE SPECIFICATIONS REQUIRE WORK TO BE TESTED BY THE CONTRACTOR IT SHALL NOT BE COVERED OVER UNTIL ACCEPTED BY THE LANDSCAPE ARCHITECT hOWNER'S AUTHORIZED REPRESENTATIVE, AND/OR GOVERNING AGENCIES. THE CONTRACTOR SHALL BE SOLELY RESPONSloLE FOR NOTIFYING THE LANDSCAPE ARCHITECT,,_ OWNER. AND GOVERNING AGENCIES A MINIMUM OF 48 HOURS IN ADVANCE WHERE AND WHEN THE WORK IS READY FuR TESTING. SHOULD ANY WORK BE COVERED WITHOUT TESTING OR ACCEPTANCE, IT SHALL BE, IF SO ORDERED, UNCOVERED AT THE CONTRACTOR'S EXPENSE. C. INSPECTIONS WILL BE REQUIRED FOR THE FOLLOWING AT A MINIMUM: 1. SYSTEM LAYOUT 2. PRESSURE TEST OF IRRIGATION MAIN LINE (FOUR HOURS AT 125 PSI OR 120% OF STATIC WATER PRESSURE, WHICH EVER IS GREATER) APPROVAL REQUIRED BY CITY INSPECTOR. 3. COVERAGE TEST OF IRRIGATION SYSTEM (APPROVAL REQUIRED BY CITY INSPECTOR). 4. FINAL INSPECTION PRIOR TO START OF MAINTENANCE PERIOD 5. FINAL ACCEPTANCE D. SITE OBSERVATIONS AND TESTING WILL NOT COMMENCE WITHOUT THE RECORD DRAWINGS AS PREPARED BY THE IRRIGATION CONTRACTOR. RECORD DRAWINGS MUST COMPLETE AND UP TO DATE FOR EACH SITE VISIT. E. WORK WHICH FAILS TESTING AND IS NOT ACCEPTED WILL BE RETESTED. HOURLY RATES AND EXPENSES OF THE LANDSCAPE ARCHITECT, OWNER'S AUTHORIZED REPRESENTATIV~ AND GOVERNING AGENCIES FOR RE INSPECTION OR RETESTING WILL BE PAID BY THc IRRIGATION CONTRACTOR AT NO ADDITlvNAL EXPENSE TO OWNER. B. C. D. 2 04 A. B. C. BRASS FITTINGS SHALL BE MEDIUM BRASS, SCREWED 125-POUND CLASS. COPPER PIPE SHALL BE "HARD" TYPE K ORAS NOTED ON THE DRAWING LEGEND OR DETAILS. COPPER FITTINGS SHALL BE SOLDERED TYPE. PLASTIC PIPE AND FITTINGS PIPE SHALL BE MARKED CONTINUOUSLY WITH MANUFACTURER'S NAME,NOMINAL PIPE SIZE, SCHEDULE OR CLASS, PVC TYPE AND GRADE, NATIONAL SANITATION FOUNDATION APPROVAL. COMMERvlAL STANDARDS DESIGNATION, AND DATE OF EXTRUSION. • ALL PLASTIC PIPE SHALL BE EXTRUDED OF AN IMPROVED PVC VIRGIN PIPE COMPOUND IN ACCORDANCE WITH ASTM D2241 OR ASTM D1784. ALL PVC FITTINGS SHALL BE STANDARD WEIGHT SCHEDULE 40 AND SHALL BE INJECTION MOLDED OF AN IMPROVED VIRGIN PVC FITTING COMPOUND. SLIP PVC FITTINGS SHALL BE THE "DEEP SOCKET" BRACKETED TYPE. THREADED PLASTIC FITTINGS SHALL BE SCHEDULE 80 INJECTION MOLDED. ALL TEES AND ELLS SHALL BE SIDE GATED. ALL FITTINGS SHALL CONFORM TO ASTM D2466. 1.07 A STORAGE AND HANDLING D. ALL THREADED NIPPLES SHALL BE STANDARD WEIGHT SCHEDULE 80 WITH MOLDED THREADS AND SHALL CONFORM TO ASTM D1785. 8. USE ALL MEANS NECESSARY TO PROTECT IRRIGATION SYSTEM MATERIALS BEFORE, DURINq_ AND AFTER INSTALLATION AND TO PART 11 MATERIALS PROTECT THE INSTALLATION WORK AND MATERIALS OF ALL OTHER TRADES. IN THE EVENT vF DAMAGE IMMEDIATELY MAKE - ALL REPAIRS AND REPLACEMENTS NECESSARY TO THE ACCEPTANCE OF THE LANDSCAPE ARCHITECT AND OWNER AND AT NO E. ALL SOLVENT CEMENTING OF PLASTIC PIPE AND FITTINGS SHALL BE A TWO-STEP PROCESS USING PRIMER AND SOLVENT ADDITIONAL COST TO THE OWNER CEMENT APPLIED PER THE MANUFACTURER'S RECOMMENDATIONS. CEMENT SHALL BE OF A FLUID CONSISTENCY, NOT GEL-LIKE OR ROPY. SOLVENT CEMENTING SHALL BE IN CONFORMANCE WITH ASTM D2564 AND ASTM D2855. EXERCISE CARE IN HANDLING~LOADING UNLOADING, AND STORING PLASTIC PIPE AND FITTINGS UNDER COVER UNTIL READY TO INSTALL. TRANSPORT PLASTlv PIPE ONLY ON A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE PIPE TO LAY FLAT TO AVOID UNDUE BENDING AND CONCENTRATED EXTERNAL LOAD. F. WHEN CONNECTION IS PLASTIC TO METAL,fEMALE ADAPTERS SHALL BE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH. JOINT COMPOUND SHALL BE NOi,-LEAD BASE TEFLON PASTE, TAPE, OR EQUAL. CLEANUP AND DISPOSAL 2.05 BACKFLOW PREVENTION UNITS 1.08 A. DISPOSE OF WAST~, TRASlj, AND DEBRIS IN ACCORDANCE WITH APPLICABLE LAWS AND ORDINANCES AND AS PRESCRIBED BY AUTHORITIES HAVING JURk,DICTION. BURY NO SUCH WASTE MATERIAL AND DEBRIS ON THE SITE. BURNING OF TRASH AND A. THE BACKFLOW PREVENTION UNIT SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAWINGS. DEBRIS WILL NOT BE PERMITTED THE CONTRACTOR SHALL REMOVE AND DISPOSE OF RUBBISH AND DEBRIS GENERA TED BY HIS WORK AND WORKMEN AT FREQUENT INTERVALS OR WHEN ORDERED TO'DO SO BY THE OWNER'S AUTHORIZED B. THE BACKFLOW PREVENTION UNIT SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH SY LOCAL CODES. REPRESENTATIVE. B. AT THE TIME OF COMPLETION THE ENTIRE SITE WILL BE CLEARED OF TOOLS, EQUIPMENT, RUBBISH AND DEBRIS WHICH SHALL BE DISPOSED OF OFF-SITE IN A LEGAL DISPOSAL AREA. 1.09 TURNOVER ITEMS A. RECORD DRAWINGS: 1. RECORD ACCURATELY ON ONE SET OF CONTRACT DRAWINGS ALL CHANGES IN THE WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS. 2 THE CHANGES AND DIMENSIONS SHALL BE RECORDED IN A LEGIBLE AND WORKMANLIKE MANNER TO THE SATISFACTION OF THE OWNER. PRIOR TO FINAL INSPECTION OF WORK, SUBMIT RECORD DRAWINGS TO THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE. C. 2.06 A. 1. 2. THE BACKFLOW PREVENTION ASSEMBLY SHALL CONSIST OF BRASS PIPING, UNIONS AND FITTINGS. VALVES GATE VALVES: GATE VALVES SHALL BE OF THE MANUFACTURER SIZE AND TYPE INDICATED ON THE DRAWINGS. GATE VALVES SHALL BE CONSTRUCTED OF A BRONZE BODY, BONNET AND DISC, AND A MALLEABLE IRON HANDWHEEL. GATE VALVES SHALL HAVE THREADED CONNECTIONS. 3. ALL GATE VALVES SHALL HAVE A MINIMUM WORKING PRESSURE OF NOT LESS THAN 150 PSI AND SHALL CONFORM TO AWWA STANDARDS. B. BALL VALVES: 2.07 A. B. C. D. E F. G. 2.08 A. B. C. 2.09 A. B 2.10 A. VALVE BOXES VALVE BOXES SHALL BE FABRICATED FROM A DURABLE, WEATHER-RESISTANT PLASTIC MATERIAL RESISTANT TO SUNLIGHT AND CHEMICAL ACTION OF SOILS. THE VALVE BOX COVER SHALL BE GREEN IN COLOR AND SECURED WITH BOLTS. THE COVER AND BOX SHALL BE CAPABLE OF SUSTAINING A LOAD OF 1,500 POUNDS. VALVE BOX EXTENSIONS SHALL BE BY THE SAME MANUFACTURER AS THE VALVE BOX. AUTOMATIC CONTROL AND MASTER VALVE BOXES SHALL BE 16"X11"X12" RECTANGULAR SIZE. VALVE BOX COVERS SHALL BE "HEAT BRANDED' IN 2" HIGH LETTERS WITH EITHER ''RCV" WITH THE VALVE IDENTIFICATION NUMBERS OR "MCV'. SPECIALITY 'JUMBO' BOXES MAY BE INDICATED ON DRAWINGS AND SHALL BE 25"X15"X12" RECTANGULAR SIZE. BALL VALVE, GATE VAi.VS< AND QUICK COUPLER VALVE BOXES SHALL BE CIRCULAR 10" SIZE. VALVE BOX COVERS SHALL BE "HEAT BRANDED" IN 2' HlcoH LETTERS WITH EITHER "BV", "GV", OR "QCV''. IRRIGATION CONTROLLER CONTROLLER SHALL BE OF THE MANUFACTURER, SIZE AND TYPE INDICATED ON THE DRAW!NGS. THE CONTROLLER ENCLOSURE SHALL BE OF THE MANUFACTURER, SIZE AND TYPE INDICATED ON THE DRAWINGS. THE ENCLOSURE SHALL ALSO ENCLOSE THE CONTROLLER ELECTRICAL METER THE CONTROLLER SHALL BE OF THE MANUFACTURER, SIZE AND TYPE REQUIRED BY THE CITY OF CARLSBAD. ELECTRICAL ALL ELECTRICAL EQUIPMENT SHALL BE NEMA TYPE 3, WATERPROOFED FOR EXTERIOR INSTALLATIONS. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL CODES AND ORDINANCES. LOW VOLTAGE CONTROL WIRING REMOTE CONTROL WIRE SHALL BE DIRECT-BURIALAWG-UF TYPE, SIZE AS INDICATED ON THE DRAWINGS. AND IN NO CASE SMALLER THAN 14 GAUGE. • B. CONNECTIONS SHALL BE EITHER EPOXY-SEALED PACKET TYPE OR PENN-TITE CONNECTORS. C. COMMON WIRES SHALL BE WHITE IN COLOR, AND IN NO CASE SMALLER THAN 12 GAUGE. CONTROL WIRES SHALL BE RED (WHERE TWO OR MORE CONTROLLERS ARE USED THE CONTROL WIRES SHALL BE A DIFFERENT COLOR FOR EACH CONTROLLER. THESE COLORS SHALL BE NOTED ON THE 'RECORD DRAWINGS" PLANS LOCATED ON CONTROLLER DOOR.). D. GROUND WIRES SHALL BE GREEN IN COLOR, AND IN NO CASE SMALLER THAN 6 GAUGE. E PROVIDE A 24" LONG EXPANSION LOOP FOR ALL DIRECTIONAL CHANGES IN CONTROL WIRE ROUTING. 2.11 IRRIGATION HEADS A. SPRINKLER HEADS SHALL BE OF THE MANUFACTURER SIZE, TYPE, WITH RADIUS OF THROW, OPERATING PRESSURE, AND DISCHARGE RATE INDICATED ON THE DRAWINGS. B POP-UP HEADS AND RISER HEADS SHALL BE USED AS INDICATED ON THE DRAWINGS. PART Ill -EXECUTION 3.01 SITE CONDITIONS A. INSPECTIONS: 1. PRIOR TO ALL WORK OF THIS SECTION, CAREFULLY INSPECT THE INSTALLED WORK OF ALL OTHER TRADES AND VERIFY THAT ALL SUCH WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. 2. VERIFY THAT IRRIGATION SYSTEM MAY BE INSTALLED IN STRICT ACCORDANCE WITH ALL PERTINENT CODES AND REGULATIONS, THE ORIGINAL DESIGN. THE REFERENCED STANDARDS, AND THE MANUFACTURER'S RECOMMENDATIONS. B. DISCREPANCIES. 1. IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE. 2. DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY UNTIL ALL DISCREPANCIES HAVE BEEN RESOLVED. C. GRADES: 1 • ~R~1ii~l1~W~~T1~~t·8tf-rJrblif~~~~~tet rt~PN1gJ8RIJfRMINE THAT WORK MAY SAFELY PROCEED, KEEPING WITHIN 2. FINAL GRADES SHALL BE ACCEPTED BY THE ENGINEER BEFORE WORK ON THIS SECTION WILL BE ALLOWED TO BEGIN. D. FIELD MEASUREMENTS 1. MAKE ALL NECESSARY MEASUREMENTS IN THE FIELD TO ENSURE PRECISE FIT OF ITEMS IN ACCORDANCE WITH THE ORIGINAL DESIGN. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL IRRIGATION MATERIALS WITH ALL OTHER WORK. 2. ALL SCALED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL CHECK AND VERIFY ALL SIZE DIMENSIONS PRIOR TO PROCEEDING WITH WORK UNDER THIS SECTION. 3. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO UTILITIES WHICH ARE CAUSED BY HIS OPERATIONS NEGLECT. E. DIAGRAMMATIC INTENT THE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC. THE SIZE AND LOCATION OF EQUIPMENT AND FIXTURES ARE DRAWN TO SCALE WHERE POSSIBLE. PROVIDE OFFSETS IN PIPING CHANGES IN EQUIPMENT LOCATIONS AS NECESSARY TO CONFORM WITH STRUCTURES AND TO AVOID OBSTRUCTIONS OR CONFLICTS WITH OTHER WORK AT NO ADDITIONAL EXPENSE TO OWNER. F. LAYOUT: 1. PRIOR TO INSTALLATIO~, THE CONTRACTOR SHALL STAKE OUT ALL PRESSURE SUPPLY LINES, ROUTING AND LOCATION OF SPRINKLER HEADS VALvES, BACKFLOW PREVENTER, AND AUTOMATIC CONTROLLER. 2. LAYOUT IRRIGATION SYSTEM AND MAKE MINOR ADJUSTMENTS REQUIRED DUE TO DIFFERENCES BETWEEN SITE AND DRAWINGS. G. WHERE PIPING IS SHOWN ON DRAWINGS UNDER PAVED AREAS, BUT RUNNING PARALLEL AND ADJACENT TO PLANTED AREAS, INSTALL THE PIPING IN THE PLANTED AREAS. WATER SUPPLY CONNECTIONS TO, OR THE INSTALLATION 01;, THE WATER SUPPLY SHALL BE AT THE LOCATIONS SHOWN ON THE DRAWINGS. MINOR CHANGES CAUSED BY ACTUAL SITE CONulTIONS SHALL BE MADE AT NO ADDITIONAL EXPENSE TO OWNER. H. ELECTRICAL SERVICE: 1. CONNECTIONS TO THE ELECTRICAL SUPPLY SHALL BE AT THE LOCATIONS SHOWN ON THE DRAWINGS. MINOR CHANGES CAUSED BY SITE CONDITIONS SHALL BE MADE AT NO ADDITIONAL EXPENSE TO OWNER 2. CONTRACTOR SHALL MAKE 120 VOLT CONNECTION TO THE IRRIGATION CONTROLLERS. ELECTRICAL POWER SOURCE TO CONTROLLER LOCATIONS SHALL BE PROVIDED BY OTHERS. 3.02 A. B C. D. E. F. 3.03 A. B. C. D. E 3.04 A. B. c. D. E. F. G. TRENCHING EXCAVATIONS SHALL BE STRAIGHT WITH VERTICAL SIDES. EVEN GRADE AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. TRENCHING EXCAVATION SHALL FOLLOW LAYOUT INDICATED ON DRAWINGS TO THE DEPTHS BELOW FINISHED GRADE AND AS NOTED. WHERE LINES OCCUR UNDER PAVED AREA, THESE DIMENSIONS SHALL BE CONSIDERED BELOW SUBGRADE. PROVIDE MINIMUM COVER OF 18 INCHES ON PRESSURE SUPPLY LINES 2112 INCHES AND SMALLER. PROVIDE MINIMUM COVER OF 24 INCHES ON PRESSURE SUPPLY LINES 3 INCHES, AND 36 INCHES OF COVER ON PRESSURE SUPPLY LINES 4 INCH AND LARGER. PROVIDE MINIMUM COVER OF 18 INCHES FOR CONTROL WIRES. PROVIDE MINIMUM COVER OF 12 INCHES FOR NON-PRESSURE LINES. PIPES INSTALLED IN A COMMON TRENCH SHALL HAVE A 4 INCH MINIMUM SPACE BETWEEN PIPES. PROVIDE SAND BACKFILL A MINIMUM OF 4 INCHES OVER AND UNDER ALL MAINLINE PIPING. BACKFILLING BACKFILL MATERIAL ON ALL LINES SHALL BE THE SAME AS ADJACENT SOIL FREE OF DEBRIS, LITTER, AND ROCKS OVER 112 INCH IN DIAMETER BACKFILL SHALL BE TAMPED IN 4-INCH LAYERS UNDER THE PIPE AND UNIFORMLY ON BOTH SIDES FOR THE FULL WIDTH OF.THE TRENCH AND THE FULL LENGTH OF THE PIPE. BACKFILL MATERIALS SHALL BE SUFFICIENTLY DAMP TO PERMIT THOROUGH COMPACTIO~ FREE OF VOIDS. BACKFILL SHALL BE COMPACTED TO DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL AND SHALL CONFvRM TO ADJACENT GRADES. FLOODING IN LIEU OF TAMPING IS NOT ALLOWED. UNDER NO CIRCUMSTANCES SHALL TRUCK WHEELS BE USED TO COMPACT BACKFILL. PROVIDE SAND BACKFILL A MINIMUM OF 6 INCHES OVER AND UNDER ALL PIPING UNDER PAVED AREAS. PIPING PIPING UNDER EXISTING PAVEMENT MAY BE INSTALLED BY JACKING, BORING, OR HYDRAULIC DRIVING. NO HYDRAULIC DRIVING IS PERMITTED UNDER ASPHALT PAVEMENT. CUTTING OR BREAKING OF EXISTING PAVEMENT IS NOT PERMITTED. CAREFULLY INSPECT ALL PIPE AND FITTINGS BEFORE INSTALLATION, REMOVING DIRT, SCALE, BURRS REAMING. INSTALL PIPE WITH ALL MARKINGS UP FOR VISUAL INSPECTION AND VERIFICATION. REMOVE ALL DENTED AND DAMAGED PIPE SECTIONS. ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF 6 INCHES FROM EACH OTHER AND 12 INCHES FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER EACH OTHER. IN SOLVENT WELDING, USE ONLY THE SPECIFIED PRIMER AND SOLVENT CEMENT AND MAKE ALL JOINTS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED METHODS INCLUDING WIPING ALL EXCESS SOLVENT FROM EACH WELD. ALLOW SOLVENT WELDS AT LEAST 15 MINUTES SETUP TIME BEFORE MOVING OR HANDLING AND 24 HOURS CURING TIME BEFORE FILLING. PVC PIPE SHALL BE INSTALLED IN A MANNER WHICH WILL PROVIDE FOR EXPANSION CONTRACTION AS RECOMMENDED BY THE PIPE MANUFACTURER. J. ALL 1 ... lf1!\I IAl"'t:VK l;,...1·1,..vl'llrl"'lvlt:. K L 3.05 A. B. c. D. 3.06 A. B. C. D. E. 307 A. B. C. D. E. 3.08 A. B. 3.09 A B. C. D E. 3.10 A B. c. D E. 3.11 A B. c. D 3.12 A B. 3.13 A B. c. D. 3.14 A B. C. D. E 3.15 ~~~£l:t~618i1~r~tH~\:a~fJtE86~~ld'/8tti~trt/¢,~~2~~~~]gi5r~rt01s~8~tLN~1tt~?r~~fT~fl;8?tJb1~ot~ SHALL BE MADE WITH PLASTIC FEMALE ADAP I ERS. ALL CONNECTIONS BETWEEN PVC LATERAL LINES SHALL BE MADE USING SCH. 40 PVC FITTINGS WITH COMPRESSION ADAPTERS. ALL CONNECTIONS BETWEEN DRIPPERLINES TO BE MADE USING COMPRESSION FITTINGS OF MANUFACTURER OF THE DRIPPERLINE. USE NO PIPE DOPE, TEFLON TAPE, PRIMER OR SOLVENT CEMENT ON COMPRESSION FITTINGS. CONTROLLER THE EXACT LOCATION OF THE CONTROLLER SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE BEFORE INSTALLATION. THE ELECTRICAL SERVICE SHALL BE COORDINATED WITH THIS LOCATION. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL ELECTRICAL HOOK UP TO IRRIGATION CONTROLLER. THE IRRIGATION SYSTEM SHALL BE PROGRAMMED TO OPERATE DURING THE PERIODS OF MINIMAL USE OF THE DESIGN AREA. INSTALL CONTROLLER ENCLOSURE AS RECOMMENDED BY THE MANUFACTURER. CONTROL WIRING LOW VOLTAGE CONTROL WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS THE PRESSURE SUPPLY LINES WHENEVER POSSIBLE. WHERE MORE THAN ONE WIRE IS PLACED IN A TRENCH, THE WIRING SHALL BE TAPED TOGETHER IN A BUNDLE AT INTERVALS OF 10 FEET. BUNDLE SHALL BE SECURED TO THE MAINLINc WITH TAPE AT INTERVALS OF 20 FEET. ALL CONNECTIONS SHALL BE OF AN APPROVED TYPE AND SHALL OCCUR IN A VALVE BOX. PROVIDE AN 18 INCH SERVICE LOOP AT EACH CONNECTION. AN EXPANSION LOOP OF 12 INCHES SHALL BE PROVIDED AT EACH WIRE CONNECTION AND/OR DIRECTIONAL CHANGE, AND ONE OF 24 INCHES SHALL BE PROVIDED AT EACH REMOTE CONTROL VALVE. A CONTINUOUS RUN OF WIRE SHALL BE USED BETWEEN A CONTROLLER AND EACH REMOTE CONTROL VALVE. UNDER NO CIRCUMSTANCES SHALL SPLICES BE USED WITHOUT PRIOR APPROVAL. VALVES AUTOMATIC CONTROL VALVES! BALL VALVES0 GATE VALVES, AND QUICK COUPLER VALVES SHALL BE INSTALLED IN THE APPROXIMATE LOCATIONS IND CATED ON THc DRAWINGS. VALVE SHALL BE INSTALLED IN SHRUB AREAS WHENEVER POSSIBLE. INSTALL ALL VALVES AS INDICATED IN THE DETAIL DRAWINGS. VALVES TO BE INSTALLED IN VALVE BOXES SHALL BE INSTALLED ONE VALVE PER BOX. REMOTE CONTROL VALVES AND QUICK COUPLER VALVES SHALL BE ISOLATED FROM THE MAINLINE BY A BALL VALVE SIZED PER THE LARGEST R.C.V. IN THE MANIFOLD OR 1 112 INCH FOR Q.C.V.'S. VALVE BOXES VALVE BOXES SHALL BE INSTALLED IN SHRUB AREAS WHENEVER POSSIBLE. EACH VALVE BOX SHALL BE INSTALLED ON A FOUNDATION OF 314 INCH GRAVEL BACKFILL, 2 CUBIC FEET MINIMUM. VALVE BOXES SHALL BE INSTALLED WITH THEIR TOPS 112 INCH ABOVE THE SURFACE OF SURROUNDING FINISH GRADE IN LAWN AREAS AND 3 INCHES ABOVE FINISH GRADE IN GROUND COVER AREAS. BACKFLOW PREVENTER$ INSTALL BACKFLOW PREVENTER UNIT AS INDICATED IN THE DETAIL DRAWINGS. INSTALL BACKFLOW ASSEMBLIES AT LOCATIONS APPROVED IN THE FIELD AND AT HEIGHT REQUIRED BY LOCAL CODES. INSTALL WYE STRAINERS AND PRESSURE REGULATORS ON THE BACKFLOWASSEMBLY. IF BACKFLOW PREVENTER IS INSTALLED ADJACENT TO A BUILDING0WALL, OR OTHER OBSTRUCTION, INSTALL UNIT SO THAT THE TEST COCKS ARE FACING OUTWARD AWAY FROM THE OBSTRUCT! N. INSTALL BACKFLOW ENCLOSURE AS RECOMMENDED BY THE MANUFACTURER. SPRINKLER HEADS SPRINKLER HEADS SHALL BE INSTALLED AS INDICATED ON THE DRAWINGS. SPACING OF HEADS SHALL NOT EXCEED MAXIMUM INDICATED ON THE DRAWINGS. RISER NIPPLES SHALL BE OF THE SAME SIZE AS THE RISER OPENING IN THE SPRINKLER BODY. POP-UP SPRINKLER HEADS SHALL NOT BE INSTALLED USING SIDE OUTLET OPENINGS. RISER NIPPLES ON RECYCLED WATER SYSTEMS SHALL BE IDENTIFIED WITH ADHESIVE VINYL MARKERS BELOW SPRINKLER HEAD ANDA MINIMUM OF 10 INCHES ABOVE FINISH GRADE. MISCELLANEOUS EQUIPMENT INSTALL ALL ASSEMBLIES SPECIFIED HEREIN ACCORDING TO THE RESPECTIVE DETAIL DRAWINGS OR SPECIFICATIONS, USING BEST STANDARD PRACTICES. QUICK COUPLER VALVES SHALL BE SET APPROXIMATELY 12 INCHES FROM WALKS, CURBS, HEADER BOARDS, OR PAVED AREAS WHERE APPLICABLE. UNLESS DESIGNED AS AN INTEGRAL PART OF THE IRRIGATION HEA[). ANTI-DRAIN VALVES WILL BE INSTALLED UNDER EVERY HEAD. THE ANTI-DRAIN VALVE WILL BE THE SAME DIAMETER AS THc RISER AND BE INTEGRAL TO THE RISER ASSEMBLY INSTALL RAIN SENSOR AS INDICATED ON THE DRAWINGS AND AS RECOMMENDED BY THE MANUFACTURER. FLUSHING THE SYSTEM PRIOR TO INSTALLATION OF SPRINKLER NOZZLES, THE VALVES SHALL BE OPENED AND A FULL HEAD OF WATER USED TO FLUSH OUT THE LINES AND RISERS. SPRINKLER NOZZLES SHALL BE INSTALLED AFTER FLUSHING THE SYSTEM HAS BEEN COMPLETED. ADJUSTING THE SYSTEM CONTRACTOR SHALL ADJUST VALVES, ALIGN HEADS, AND CHECK COVERAGE OF EACH SYSTEM PRIOR TO COVERAGE TEST. IF IT IS DETERMINED BY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE THAT ADDITIONAL ADJUSTMENTS OR NOZZLE CHANGES WILL BE REQUIRED TO PROVIDE PROPER COVERAGE, ALL NECESSARY CHANGES OR ADJUSTMENTS SHALL BE MADE PRIOR TO ANY PLANTING. THE ENTIRE SYSTEM SHALL BE OPERA TING PROPERLY BEFORE ANY PLANTING OPERATIONS COMMENCE. AUTOMATIC CONTROL VALVES ARE TO BE ADJUSTED SO THAT THE SPRINKLER HEADS OPERATE AT THE PRESSURE RECOMMENDED BY THE MANUFACTURER. TESTING AND OBSERVATION DO NOT ALLOW OR CAUSE ANY OF THE WORK OF THIS SECTION TO BE COVERED UP OR ENCLOSED UNTIL IT HAS BEEN OBSERVED, TESTED AND ACCEPTED BY THE LANDSCAPE ARCHITECT. OWNER, AND GOVERNING AGENCIES. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT,_ OWNER, AND GOVERNING AGENCIES, A MINIMUM OF 48 HOURS IN ADVANCE, WHERE AND WHEN THE WORK IS READY FOR TtSTING. WHEN THE SPRINKLER SYSTEM IS COMPLETED,_ THE CONTRACTOR SHALL PERFORM A COVERAGE TEST OF EACH SYSTEM IN ITS ENTIRETY TO DETERMINE IF THE WATER COVEKAGE FOR THE PLANTED AREAS IS COMPLETE AND ADEQUATE IN THE PRESENCE OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLANS~ OR WHERE THE SYSTEM HAS BEEN WILLFULLY INSTALLED AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUSLY INADEQUA, E WITHOUT BRINGING THIS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THIS TEST SHALL BE ACCEPTED BY THE LANDSCAPE ARCHITECT AND ACCOMPLISHED BEFORE STARTING ANY PLANTING. FINAL INSPECTION WILL NOT COMMENCE WITHOUT RECORD DRAWINGS AS PREPARED BY THE IRRIGATION CONTRACTOR. MAINTENANCE DURING THE MAINTENANCE PERIOD THE CONTRACTOR SHALL ADJUST AND MAINTAIN THE IRRIGATION SYSTEM IN A FULLY OPERATIONAL CONDITION PROVIDING COMPLETE IRRIGATION COVERAGE TO ALL INTENDED PLANTINGS. 3.16 COMPLETION CLEANING CLEAN-UP SHALL BE MADE AS EACH PORTION OF THE WORK PROGRESSES. REFUSE AND EXCESS DIRT SHALL BE REMOVED FROM THE SITS< ALL WALKS AND PAVING SHALL BE BROOMED. AND ANY DAMAGE SUSTAINED ON THE WORK OF OTHERS SHALL BE REPAIRED TO ORl1,;INAL CONDITIONS. • END OF SECTION GMP JOB NO: 21-088 RCE __ _ BUIL T11 EXP, ___ _ z 0 - ~ (9 ~ Cl) rx ~ w~ 0... w <( 0 0 (f) 0 z :5 DATE Ll-06 APPROVED FOR IRRIGATION AND PLANTING 1--------------------1 ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. REVIE\./ED BY: INSPECTOR DATE 3. DIMENSIONS FROM/TO PERMANENT POINTS OF REFERENCE SUCH AS BUILDINGStSIDEWALKS, CURBS, ETC. SHALL BE SHOWN. DATA ON RECORD DRAWINGS SHALL BE RECORDED ON A DAY TO DAY BASIS AS HE PROJEC, IS BEING INSTALLED. ALL LETTERING ON DRAWINGS SHALL BE MINIMUM 1/8 INCH IN SIZE. 4. SHOW LOCATIONS AND DEPTHS OF THE FOLLOWING ITEMS: a. POINT OF CONNECTION (INCLUDING WATER METERS0BACKFLOW PREVENTER$, MASTER CONTROL VALVES,,ETC.) b. ROUTING OF SPRINKLER PRESSURE LINES (DIMENSI NS SHOWN AT A MAXIMUM OF 100 FEET ALONG ROUTli,G) 1. BALL VALVES SHALL BE OF THE MANUFACTURER SIZE AND TYPE INDICATED ON THE DRAWINGS 2. BALL VALVES SHALL BE CONSTRUCTED OF A BRONZE BODY, STAINLESS STEEL BALL AND STEM, MALLEABLE IRON HANDLE. BALL VALVES SHALL HAVE THREADED CONNECTIONS. 3. ALL BALL VALVES SHALL HAVE A MINIMUM WORKING PRESSURE OF NOT LESS THAN 150 PSI AND SHALL CONFORM TO AWWA STANDARDS. H. I. CENTERLOAD ALL PLASTIC PIPE PRIOR TO PRESSURE TESTING. -~ i-----,r----;------------+----t----+---t------1 ~ I CITY p~!1Nf ~~k~BAD g m p LANDSCAPE c. GATE VALVES d. AUTOMATIC REMOTE CONTROL VALVES AND ISOLATION BALL VALVES e. QUICK COUPLING VALVES AND ISOLATION BALL VALVES f. ROUTING OF CONTROL WIRES g. IRRIGATION CONTROLLERS n. RELATED EQUIPMENT (AS MAY BE DIRECTED) 5. MAINTAIN RECORD DRAWINGS ON SITE AT ALL TIMES. UPON COMPLETION OF WORK, TRANSFER ALL AS-BUILT INFORMATION AND DIMENSIONS TO REPRODUCIBLE SEPIA PRINTS. 6. FINAL AS-BUILT PLANS SHALL BE PREPARED BY GMP FROM THE DIMENSIONS PROVIDED BY THE CONTRACTOR. 7. FINAL AS-BUILT PLANS SHALL BE DRAFTED CLEARLY TO THE SATISFACTION OF THE CITY, AND THE ORIGINAL MYLARS SHALL BE SUBMITTED TO THE CITY FOR THEIR KEEPING. 8. THE FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE APPROVED BY THE CITY AND FINAL MYLARS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO CITY RELEASE OF SECURITIES. B. CONTROLLER CHARTS: 1. RECORD DRAWINGS MUST BE APPROVED BY LANDSCAPE ARCHITECT AND/OR OWNER'S AUTHORIZED REPRESENTATIVE BEFORE 2.· ~~~~1lAi~lt/J~f~lsfLER CHART FOR EACH AUTOMATIC CONTROLLER. CHART SHALL SHOW THE AREA COVERED BY THE PARTICULAR CONTROLLER. C. QUICK COUPLER VALVES: 1. QUICK COUPLER VALVES SHALL BE OF THE MANUFACTURER SIZE. AND TYPE INDICATED ON THE DRAWINGS. 2. QUICK COUPLER VALVES SHALL BE BRASS WITH A WALL THICKNESS GUARANTEED TO WITHSTAND NORMAL WORKING PRESSURE OF 150 PSI WITHOUT LEAKAGE. VALVES SHALL HAVE FEMALE THREADS OPENING AT BASE, WITH TWO-PIECE BODY. VALVES TO BE OPERA TED ONLY WITH A COUPLER KEY DESIGNED FOR THAT PURPOSE. COUPLER KEY IS INSERTED INTQ.Y.lll.i/!;,,.11liD P,.._ __ POSITIVE, WATERTIGHT CONNECTION SHALL BE MADE BETWEEN THE COUPLER KEY AND VALVE HINGE 'fe)Jl'N,1if\LL8f!n1M/ff AL• 11-16-22 LOCKING TYPE CONSTRUCTED OF BRASS WITH A RUBBER-LIKE VINYL COVER. • 3. VINYL QUICK COUPLER COVER FOR RECLAIMED WATER QUICK COUPLER VALVES TO BE PURPLE IN COLOJ.Wl~l<Ji:.IIORQ.ii. "WARNING-RECYCLED (RECLAIMED) WATER-DO NOT DRINK PERMANENTLY" MARKED ON LID FOR RECYCtal:l~~U ::,LJBMJTT AL:01-05-23 D1. :~18~Ni8 88~l~c ✓tt ✓Jl~HALL BE OF THE MANUFACTURER. SIZE, AND TYPE INDICATED ON THE DJ;ft,UJP SUBMITT AL:02-08-23 2. AUTOMATIC CONTROL VALVES SHALL BE ELECTRICALLY OPERATED. FOURTH SUBMITT AL:05-28-24 E. ANTI-DRAIN VALVES: 1 i~ti:B~ilN tic~~~ ~~/([[ ~A${ 1\~f ~~~[tsiT~ffft: g~~i'Nts°AN69l~e~cNgBs°~it~EB8~i~i~~Lf IFTH SUBMI TT AL:09-19-24 3. ANTI-DRAIN VALVES WILL HAVE THREADED CONNECTIONS THE SIZE OF THE RISER OR PIPE THEY ARE TO BE INSTALLED ONTO. OR THE NEXT AVAILABLE SIZE. NO SLIP CONNECTION ANTI-DRAIN I/ALVES ARE ALLOWED. Blib Llon•he,ad Ave Suite 10::l Carlsbad, CA ~2010 gmp lanck:irc.i-'1 .c.om T ese sse eq-11 CHINQUAPIN COAST HOMES 330 CHINQUAPIN AVE CARLSBAD, CA 92008 APN, i----t---+--------------+-------+---+-------+---1 l APPROVED~ ,Y (, ).........._ _PLANNING ~ ll f.i,{z.4 DATE DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO_ LPC2022-0027 CT2021-0005 DRAWING NO, 538-7L PLOT DATE: 10/28/2024 (47. 1 FS! ____ __j50, 7 Tl:V) (50.0 TW@FG) (47 7 BVV@ FG) I END_ C~2 Vt4!j. .. _,. -·· bO.O rw EX/STING ASP.HALT TOREtviA!/\! 49.6 BW ,J9_ 1 TF (52.0 TW@FG) 50.0 B\IV 49.1 TF [52.B"TVJ:L ____________ _ 1 TV\/@FG) (48.9BW@FG) (49.8 PS} ____ ,,./· RET. li\iALL -·---- FOOTING /TYP,) EXISTING ..l ( ! / 'J ' "' ·, / 1 '-, __ (2,1,_J .. (>2 WALL:-J/ Ii FG 53.7 rvv 50.0BW@FG I ' 6' VV1~·~ ¢ FHJa-J,:1/ FL C.(:} ' ,,.: ' / ~ ' ' ' 0.4% ! ., 49.82 FS Cl) 50.0 FS 41).93 rs TRANSFOF.,fvfER UN!T9 S"---+--- 6 t 50 0 FS P/\Q::. 50.0 Pf10POSED WALL AND FENCE COMB!,1\'A TiON NOT TO EXCEED 6' {§4 4 T't/j_J.-f.; WOOD (5:14 OW} EXIST/NG EXIST IN@JlmiT'®llf{ BUILDING PLANT SCHEDULE GTY ill m s --- I L TOPEMAiN ' ~,, _,,,,.✓-1 r,, I . -·"·----........., UNfT8 f;p::: 5U.5 PAD~.: 50.C BOTANIC.AL NAME / ' AR61JTU5 X 'MARINA' 5TD, AR61JT1J5 X 'MARINA' RHUS LANvEA FG 350 CHINQiJ/lPii\i AVE APJV 206--0.tO.,JiOO s --+--s--- exfsti,tw 2 STORY 8 IR18\JMfi'.ffNG TO PEMAH1.J <I) m 4_'.8.'.fJO.F·:S w n '!'!i. ,,. -:, .,,, , ••• ,.. , .==-=F--==.:=-==-·=;;===::;;:::::.._:=::.rc='§~F-':::=-~~"·=•='''=ii-"'r=·":_j_ 0.3% '.t t t;_t ~ ·,1,· (i'-,r; i -· UNFr l FF:;. 50.5 PAD;,; 50.0 i I 48.2 !E / (54.3) _/ FG 49.0 f~W@rG 47. l if COMMON NAME FC ' I ' i/9.0 FS I 4:L'.O FS 2 \ \ \ 300 CflfNQUAP!N VE APf\i 206-U20· 1 ? .. !J() 5IZE MARINA 5TRA~RRY TREE-STANDARD TRIJNK 24"6OX MARINA STRAi'IElERRY TREE 15 .s,AL ArRICAN SUMAC 24"60X ' 49.o r:s 48.50 FS FF,: 49.5 PA[J'., 49.0 P..i,{);:; 4.']0 AB./ B\/i/ 47. / TF 5t:IBIJB5 I ! <!iRASSES/G>RASS-LIKE PLANTS 6ROIJND GOVER.5 47.2 i'E 485 FG .... /\ \\\ EXJST!t-JG \ S?RUCTUi?E 1:2 11 1 QTY 52 SQTANIC-AL NAM!; SHED s--- ft;: i (.(..i r-47.9 FS Cf) re BE F/.EMDVT!:D ~--so \ \ \ \ 344 CH!NQUAP!N AVE APN 206-020"2T-OO 48.2 r.s UN!T 2 4?.4 IQ_ 4(fl !F \ ' \ \ \ \ GFF 48.2 UNIT 1 r:r:;, 1s. 1 49.1 TW@FG 49.4 TW@FG 47.?BW 46.3 TF I (5:14) -···1 /'.G 41.0 ff BOTANIC.AL NAME AEONIUM X 'MINT SAIJC.ER' ALOE STRIATA 47.0 TF 6OU<S,AINYILLEA X 'SAN DIE<S,O RED' vORDYLINE AUSTRALIS 'ATROFURPUREA' LEPTOSPERMUM LAEVl<S,ATUM 'REEVESII' LEUC.OPHYLLUM r, 'C,OMPAC-TA' MUHLEN6ER.<$,IA Rlc:,ENS 5ANTOLINA CHAMAEC-YPARISSUS Jlll!:STRIN<S,IA rRIJTIC.O5A 6OTANICAL NAME DIANELLA R. 'LITTLE REY' C,OMMON NAME COMMON NAME MINT SAlJC,ER. AEONIUM CORAL ALOE 60U<S,AINYILLEA BRONZE c:,R.A5S PALM DY'lARr AUSTRALIAN TEA TREE C,OMPAC,T TEXAS RANG>ER DEER <S,RA5S LAVENDER vOTTON C.OA5T ROSEMARY GOMMON NAME LITTLE REY !"LAX LILY SIZE 47.0 TG 49.1 TW 1B.7 T~'l/@FG 41.4 BV'l 46..3TF 48-62 FS _/ 5JZE. 5 <S,AL 5 <S,AL 5 <$,AL 5 <$,AL 5 <$,AL 5 .s,AL 5 <S,AL 5 .s,AL 15 .s,AL 5JZE. 5 <S,AL L L L L L L L L L V'WOL5 L 5PAC-IN<S, DISTANCE; SE I Hf-rhf!(,)-1{: THIS SHEET I 10 5 a Q'. 0 u. J;,: s: C) tll ~"2.. UTiL!TfES TO 10 SCALE: 1 "=10'-0" 20 I z w <( CL ...J <( a.. (.) (.') en z o-z I- <( z ...J :S a.. 30 I 5ENEC.IO MANDRALISC.AE BLUE rlN<S,ERS I <S,AL L 1811 o.c:.. 11 AS BUILT" PLANTING NOTES 1. ALL SHRUB AND GROUNDCOVER AREAS (EXCLUDING LAWNS AND SLOPES) OVER 3:1 SHALL BE TOP DRESSED WITH A MINIMUM OF 3" DEPTH OF 1 ½" MINUS SHREDDED BARK MULCH TO COVER THE SOIL SURFACE COMPLETELY (FOREST FINES BY AGRISERVICE, INC, CONTACT (760) 295-6255) TO RETAIN SOIL MOISTURE. CONTRACTOR SHALL PROVIDE SAMPLE FOR LANDSCAPE ARCHITECTS APPROVAL 2. CONTRACTOR SHALL COLLECT AND SUBMIT SOIL SAMPLES FROM A MINIMUM OF (4) AREAS TO THE 'SOIL AND PLANT LABORATORY', 'WALLACE LABORATORIES' OR APPROVED EQUAL FOR TESTING. THE TESTS SHALL BE RUN FOR NUTRIENTS, CHEMISTRY AND TEXTURE. THE REPORT SHALL PROVIDE RECOMMENDED AMENDMENTS FOR: 'SURFACE SOIL PREPARATION FOR GROUNDCOVER AND MASS PLANTING', 'TREE AND SHRUB PLANTING GUIDELINES' AND 'MAINTENANCE FERTILIZATION'. THE CONTRACTOR SHALL PROVIDE A COPY OF THE REPORT TO THE LANDSCAPE ARCHITECT PRIOR TO THE INSTALLATION OF ANY PLANT MATERIAL AND IS EXPECTED TO FOLLOW ALL RECOMMENDATIONS STATED IN THE REPORT. 3. ALL TREES WITHIN 5' OF ANY WALK, CURB, DRIVE, BUILDING, UTILITY OR HARDSCAPE ELEMENT SHALL RECEIVE 10' OF 24" DEEP ROOT BARRIER UNLESS OTHERWISE INDICATED. GMP JOB NO: 21-088 NOTE: ALL PLANT SPECIES ARE CLASSIFIED AS LOW WATER USE PER WUCOLS IV RCE __ _ EXP, ___ _ DATE APPROVED FOR IRRIGATION AND PLANTING 1-------------------1 ;L 1ol6r~ MITT ~t:tJ'f;tJ~-23 THIR ITT AL}0:B-:lJe~23 UN0Ef~OOTJ!1c~J/IMJ7sl"~ai~~ii,,24 FIFTH SUBMITT AL:09-19-24 C,r:: -0 \\OSCA ,\erso _.-,.:......4:.~~;:__:_ LP-01 ONL Y. INCLUDING PRECISE LOCATION OF PLANTING AREA REVIE\./ED BY• INSPECTOR DATE di t------+---------------+--+-------1---1----,1 ~ I CITY OF CARLS BAD Vl!!ill' ~ . PLANNING DIVISDN g m p LANDSCAPE 9116 Lion:e.he.cid Ave Svlte 102 C,"rlsbQd, C-A ~2010 gmplandcirch.c.om T ese sse e~·n CHINQUAPIN COAST HOMES 330 CHJNQUAPIN AVE CARLSBAD, CA 92008 APN, 1---+---1--------------+--+-----+------+--~ I-AP_PR_o_vE_,D~e..::,..,,,==----<-4/,,__._(.--iTq.::;==----_I_I 14-_f_Z-4~ _PLANNING L DATE DA TE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. LPC2022-0027 CT2021-0005 DRAWING NO. 538-?L PLOT DATE: 10/28/2024 0 w 0 DETAIi I EGENP 0TREETRUNK 0sEE TREE AND SHRUB PLANTING DETAIL FOR ADDITIONAL REQUIREMENTS 0 VINYL TREE TIE (4 REQUIRED) 0(2) 2" DIA. x 10' LODGE POLE PINE St AKES TIE TREE TRUNK 6" ABOVE BENDING MOMENT OF TREE. TIE SHOULD PROVIDE FLEXIBILITY OF TRUNK, BUT NOT ALLOW RUBBING OF TRUNK AGAINST STAKE. CUT STAKES OFF 6" ABOVE TIES. ©FINISHED GRADE 04" HIGH WATERING BASIN (IF REQUIRED) 0 INSTALL ARBOR GUARD AT THE BASE OF TREE IF IN LAWN AREA -:1 i Ii !! 1 /:Li '-.,_ PETAi! I EGENP 1 ROOTBALL 2 CROWN 1" ABOVE FINISHED GRADE 3 FINISHED GRADE 4 FINISHED GRADE AT SLOPE 5 BACKFILL MIX, SEE NOTES AND SPECIFICATIONS 0 PLANT TABLETS, SEE NOTES AND SPECIFICATIONS 0FINISH SURFACE OF PAVED AREA 0 4" HIGH WATERING BASIN (IF REQUIRED) 0 3"-4" LAYER OF 2"-MINUS SHREDDED ORGANIC BARK MULCH NOTE: 3 DETAIL I EGENP PREPARED SOIL FINISHED GRADE CONCRETE CURB OR HARDSCAPE IMPROVEMENT AS INDICATED ON PLAN 0 CONCRETE MOW STRIP OR HARDSCAPE IMPROVEMENT AS INDICATED ON PLAN PLANT PER PLANT FULL O.C. PER PLANT LEGEND ½ x O.C. SPACING PER PLANT LEGEND AT EDGE OF PLANTING AREA ©PLANTING TABLET PER NOTES AND SPECIFICATIONS 03"-4" LAYER OF 2"-MINUS SHREDDED ORGANIC BARK MULCH DETAIi LEGEND 0coNCRETE SIDE WALK OR HARDSCAPE IMPROVEMENT AS INDICATED ON PLAN 0DEEPROOT #UB24-2 (OR APPROVED EQUAL) INSTALL IN 10' LENGTHS, TYP. SUBGRADE PLANTS PER PLAN CONCRETE CURB OR HARDSCAPE IMPROVEMENT AS INDICATED ON PLAN NOTE: ALL TREES WITH 10' OF ANY WALK, CURB, DRIVE, BUILDING, UTILITY OR HARDSCAPE ELEMENT SHALL RECEIVE 1 O' OF ROOT BARRIER UNLESS OTHERWISE INDICATED ON THE PLANS. CONTRACTOR MUST SUBMIT SPECIFICATION FOR EQUAL TO LANDSCAPE ARCHITECT AND CLIENT -L, =tii'==i,r.:::'. ,~1., , ' 1-~"' '1=-111=1 I l=;IJf-! I !==i 11,' ,111:-0111-:-;LI I --~ WHERE TREES ARE PLANTED IN TURF AREAS, CONTRACTOR SHALL REMOVE TURF A MIN. OF 12" DIA. AT THE BASE OF THE TREE. INSTALL AN ARBOR GUARD AT THE BASE OF THE TRUNK. PLAN FOR APPROVAL PRIOR TO PURCHAING MATERIALS 2xROOTBALL DIAMETER PLAN SECTION TREE DOUBLE STAKING B TREE AND SHRUB PLANTING SCALE 112' a 1'-0" P-2005300-PLA-04 SCALE: 112' = 1'-0" PLANTING NOTES 1. A. THE PLANTING PLAN IS DIAGRAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. B. QUANTITIES SHOWN ON THE PLANTING PLAN ARE APPROXIMATE AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. C. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF THE DISCREPANCIES BETWEEN QUANTITIES AND SYMBOLS SHOWN. 2. LANDSCAPE CONTRACTOR SHALL APPLY A CONTACT HERBICIDE, WHERE WEEDS ARE PRESENT, PER MANUFACTURERS SPECIFICATIONS A MINIMUM OF TEN (10) DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK. WEEDS SHALL BE ALLOWED TO COMPLETELY DIE BACK, INCLUDING THE ROOTS BEFORE PROCEEDING WITH WORK. 3. LANDSCAPE CONTRACTOR SHALL SUBMIT A SOIL ANALYSIS REPORT FROM AN AUTHORIZED TESTING AGENCY TO THE LANDSCAPE ARCHITECT BEFORE BEGINNING WORK. 4. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND PLANTING AREAS SHALL BE THOROUGHLY SOAKED, 5. ALL AREAS TO BE PLANTED, WHICH HAVE A SLOPE OF LESS THAN 10%, SHALL BE CROSS-RIPPED TO A DEPTH OF SIX (6'') INCHES AND THE FOLLOWING AMENDMENTS SPREAD EVENLY AND THOROUGHLY BLENDED IN PER 1,000 SQUARE FEET (QUANTITIES SUBJECT TO CHANGE PER SOIL ANALYSIS): A. 3 CUBIC YARDS NITROGEN FORTIFIED REDWOOD SHAVINGS B. 100 POUNDS AGRICULTURAL GYPSUM C. 15 POUNDS IRON SULPHATE D 25 POUNDS 16-6-8 SLOW RELEASE FERTILIZER 6. EACH PLANT SHALL RECEIVE "AGRIFORM" (OR EQUAL) PLANT TABLETS AS FOLLOWS: A. ROOTED CUTTING/4" POT -(1) 5 GRAM 8. 1 GAL. CONTAINER -(1) 21 GRAM C. 5 GAL. CONTAINER -(3) 21 GRAM D. 15 GAL. CONTAINER -(5) 21 GRAM E. BOX TREE (1) 21 GRAM PER 3" BOX SIZE 7. PLANT BACK FILL SHALL BE 50% SITE SOIL, AND 50% NITROGEN FORTIFIED REDWOOD SHAVINGS BY VOLUME. 8. PLANT PITS SHALL BE TWICE THE SIZE OF THE DESIGNATED NURSERY CONTAINER 9. PLANT MATERIAL SHALL NOT BE ROOT BOUND. FIVE GALLON PLANTS AND LARGER SHALL HAVE BEEN GROWN IN CONTAINERS FOR A MINIMUM OF 6 MONTHS AND A MAXIMUM OF TWO YEARS. 10. PLANTS SHALL EXHIBIT HEAL THY GROWTH AND BE FREE OF DISEASES AND PESTS. 11. STAKE ALL TREES PER CITY OF CARLSBAD STANDARD DETAIL. 12. REMOVE NURSERY STAKES ON ALL VINES AND ATTACH TO ADJACENT FENCES WITH GALV. NAILS AND GREEN NURSERY TAPE. 13. REMOVE NURSERY STAKES AND TIES FROM ALL CONTAINER STOCK. MAINTAIN SIDE GROWTH ON ALL TREES. 14. PLANTS SHALL NOT BE PLACED WITHIN TWELVE (12") INCHES OF SPRINKLER HEADS. 15. SHRUBS SHOWN IN PLANT AREAS SHALL BE UNDER-PLANTED WITH GROUNDCOVER SHOWN BY ADJACENT SYMBOL, TO WITHIN 12" OF MAIN PLANT STEM. 16. ALL GRADING ON SITE SHALL HAVE POSITIVE SURFACE DRAINAGE (2% MINIMUM GRADING IN PLANTING AREAS) AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE STRUCTURE. FINISHED GRADES SHALL BE SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER. 17. FINISHED GRADES SHALL BE ONE (1) INCH BELOW THE TOP OF CURBS, SILLS, AND WALKWAYS IN ALL AREAS. WHERE SOD IS LAID NEXT TO THESE IMPROVEMENTS-FINISH GRADE BEFORE LAYING SOD SHALL BE 1-112" BELOW THE TOP. 18. THE LANDSCAPE CONTRACTOR SHALL LEAVE SITE IN A CLEAN CONDITION, REMOVING ALL UNUSED MATERIAL, TRASH, AND TOOLS, i 9. LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTINGS FOR A PERIOD OF SIXTY (60) DAYS AFTER COMPLETION. ALL AREAS SHALL BE KEPT CLEAN, WATERED, AND WEED FREE. 20. AT COMPLETION OF ALL WORK OUTLINED IN THESE PLANS, THE LANDSCAPE CONTRACTOR SHALL CONTACT OWNER AND ARRANGE FOR A WALK THROUGH TO DETERMINE THAT ALL ASPECTS OF WORK ARE COMPLETED. WORK MUST BE FULLY COMPLETED ACCORDING TO ALL PLANS AND SPECIFICATIONS AND MUST BE COMPLETED IN A GOOD WORKMANSHIP MANNER AND MUST BE ACCEPTED BY THE OWNER IN WRITING PRIOR TO THE BEGINNING OF THE MAINTENANCE PERIOD. 21. THE MAINTENANCE PERIOD SHALL INCLUDE THE FOLLOWING SCOPE OF WORK: A. DAILY WATERING OF ALL PLANT MATERIAL. B. WEEKLY MOWING OF ALL TURF AREAS. C. WEEDING AND REMOVAL OF ALL WEEDS FROM GROUND COVER AREAS. D. REPLACEMENT OF ANY DEAD, DYING, OR DAMAGED TREES, SHRUBS, OR GROUND COVERS. E. FILLING AND REPLANTING OF ANY LOW AREAS WHICH MAY CAUSE STANDING WATER F. ADJUSTING OF SPRINKLER HEAD HEIGHT AND WATERING SYSTEM. G. FILLING AND RECOMPACTION OF ERODED AREAS. H. WEEKLY REMOVAL OF ALL TRASH, LITTER, CLIPPINGS, AND ALL FOREIGN DEBRIS. I. AT 30 DAYS AFTER PLANTING, AMMONIUM SULFATE SHALL BE APPLIED TO LAWN AREAS AT THE RATE OF 5 LBS. PER 1,000 SQUARE FEET. J. AT 60 DAYS AFTER PLANTING AND PRIOR TO THE END OF THE MAINTENANCE PERIOD, BEST FERTILIZER COMPANY 16-6-8 (OR EQUAL) SHALL BE APPLIED AT THE RATE OF 6 LBS. PER 1,000 SQUARE FEET TO LAWN AREAS AND PLANTING AREAS. 22. PRIOR TO END OF MAINTENANCE PERIOD, LANDSCAPE CONTRACTOR SHALL CONTACT OWNER AND ARRANGE FOR A FINAL WALK THROUGH. OWNER MUST ACCEPT ALL MAINTAINED AREAS IN WRITING PRIOR TO END OF MAINTENANCE PERIOD. 23. ALL GROUND COVERS SHALL BE GUARANTEED BY THE CONTRACTOR AS TO GROWTH AND HEALTH FOR A PERIOD OF SIXTY (60) DAYS AFTER THE COMPLETION OF MAINTENANCE PERIOD AND FINAL ACCEPTANCE. ALL SHRUBS SHALL BE GUARANTEED BY THE CONTRACTOR AS TO GROWTH AND HEAL TH FOR A PERIOD OF NINETY (90) DAYS AFTER COMPLETION OF MAINTENANCE PERIOD AND FINAL ACCEPTANCE. ALL TREES SHALL BE GUARANTEED BY THE CONTRACTOR TO LIVE AND GROW IN AN ACCEPTABLE UPRIGHT POSITION FORA PERIOD OF ONE (1) YEAR AFTER COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD AND FINAL ACCEPTANCE. 24. THE CONTRACTOR, WITHIN FIFTEEN (15) DAYS OF WRITTEN NOTIFICATION BY THE LANDSCAPE ARCHITECT, SHALL REMOVE AND REPLACE ALL GUARANTEED PLANT MATERIALS, WHICH FOR ANY REASON FAIL TO MEET THE REQUIREMENTS OF THE GUARANTEE. REPLACEMENT SHALL BE MADE WITH PLANT MATERIALS AS INDICATED OR SPECIFIED ON THE ORIGINAL PLANS, AND ALL SUCH REPLACEMENT MATERIALS SHALL BE GUARANTEED AS SPECIFIED FOR THE ORIGINAL MATERIAL GUARANTEE. .~ -,,-,~•-•~1-·1-~ ,,u,,-.,, '-TTT::::::rn!...'-lTTJ~::::nT:::0TTTL!J:tTT~TTTi_j__,;,~r SECTION GROUNDCOVER PLANTING P-2006400-PLA-01 SCALE 114" = 1'-0" AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY ( PRE-APPROVED BY THE CITY). THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING: A) ORGANIC MATTER CONTENT B) N,P,K C) pH D) EC E) SOIL TEXTURE (SILT,CLAY, SAND) F) RECOMMENDATIONS FOR AMENDMENTS, LEACHING AND MAINTENANCE FERTILIZATIONS. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF 6 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 ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED TO MEET THE REQUIREMENT OF THIS SECTION. THE APPLICATION OF ORGANIC MULCH MATERIALS MADE FROM RECYCLED OR POST-CONSUMER MATERIALS SHALL TAKE PRECEDENCE OVER INORGANIC MATERIALS UNLESS RECYCLED OR POST-CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE. PLAN ROOT BARRIER P-2006400-PLA-05 SCALE: 1/2' a 1'-0" LP-02 P-2006400-PLA-06 11 AS BUIL T 1' GMP JOB NO: 21-088 RCE __ _ EXP, ___ _ C) z -1-z ::s C/) a.. _J - w~ a.. w <30 (j) 0 z <( _J DATE APPROVED FOR IRRIGATION AND PLANTING 1--------------------1 ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA REVIEl,'ED BY: INSPECTOR DATE d~ t-------+---+---------+----+----+---+-----1 ~ I CITY OF CARLS BAD ""41' L__22_j . PLANNING DIVIS □N FIRST SUBMITTAL:11-16-22 SECOND SUBMITT AL:01-05-23 THIRD SUBMITT AL:02-08-23 FOURTH SUBMITTAL:05-28-24 FIFTH SUBMITT AL:09-19-24 "' " (,) ,:: - 0 _. -, \\OSCA ,\erso g m p LANDSCAPE CHINQUAPIN COAST HOMES -----·----.J------t---+--------------------t----+---+---+----1 5111::> L!onehecid Ave Suite> 102 Carlob"d, CA "12010 gmp!anck:11c.h.c.om T ese sse e,~·11 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL I APPROVED PLANNING DWN BY: CHKD BY: RVWD BY: 330 CHINQUAPIN AVE CARLSBAD, CA 92008 APN, ~1iq .... PROJECT NO. LPC2022-0027 CT2021-0005 II~ DATE DRAWING NO. 538-7L PLOT DATE: 10/28/2024 IRRIGATION SPECIFICATIONS SECTION 02811 LANDSCAPE IRRIGATION LANDSCAPING PART 1 • GENERAL 1.1 RELATED DOCUMENTS SECTION: 12 SUMMARY A. THIS SECTION INCLUDES THE FOLLOWING: 1. TREES. 2. SHRUBS. 3. VINES. 4. PLANTS/GROUNDCOVERS. 5. SOIL AMENDMENTS. 6. FERTILIZERS AND MULCHES. 7. STAKES. 8. LANDSCAPE EDGINGS. 1.3 SUBMITTALS A. GENERAL: SUBMIT EACH ITEM IN THIS ARTICLE ACCORDING TO THE CONDITIONS OF THE CONTRACT. B. PRODUCT CERTIFICATES SIGNED BY MANUFACTURERS CERTIFYING THAT THEIR PRODUCTS COMPLY WITH SPECIFIED REQUIREMENTS . 1. MANUFACTURER'S CERTIFIED ANALYSIS FOR STANDARD PRODUCTS. 2. ANALYSIS FOR OTHER MATERIALS BY A RECOGNIZED LABORATORY MADE ACCORD ING TO METHODS ESTABLISHED BY THE ASSOCIATION OF OFFICIAL ANALYTICAL CHEMISTS, WHERE APPLICABLE. 3. LABEL DATA SUBSTANTIATING THAT PLANTS, TREES, SHRUBS, AND PLANTING MATERIALS COMPLY WITH SPECIFIED REQU IREMENTS. C. MATERIAL TEST REPORTS FROM QUALIFIED INDEPENDENT TESTING AGENCY INDICATING AND INTERPRETING TEST RESULTS RELATIVE TO COMPLIANCE OF THE FOLLOWING MATERIALS WITH REQUIREMENTS INDICATED. 1. ANALYSIS OF EXISTING SURFACE SOIL. 2. ANALYSIS OF IMPORTED TOPSOIL. D. PLANTING SCHEDULE INDICATING ANTICIPATED DATES AND LOCATIONS FOR EACH TYPE OF PLANTING. 1.4 QUALITY ASSURANCE A. INSTALLER QUALIFICATIONS: ENGAGE AN EXPERIENCED INSTALLER WHO HAS COMPLETED LANDSCAPING WORK SIMILAR IN MATERIAL, DESIGN, AND EXTENT TO THAT INDICATED FOR THIS PROJECT AND WITH A RECORD OF SUCCESSFUL LANDSCAPE ESTABLISHMENT. 1. INSTALLER'S FIELD SUPERVISION: REQUIRE INSTALLER TO MAINTAIN AN EXPERIENCED FULL-TIME SUPERVISOR ON THE PROJECT SITE DURING TIMES THAT LANDSCAPING IS IN PROGRESS. B. ~~~¥Wif LiY~~~\r8JB~ci~p~~1~b~1If~'lpi~1t!§lEET~f6u)~~~~N\~RJfft~~gTr~RJ:~~rN STANDARD FOR NURSERY STOCK" C. PREINSTALLATION CONFERENCE: CONDUCT CONFERENCE AT PROJECT SITE NOTIFYING LANDSCAPE ARCHITECT, ALLOW 48 HOURS NOTICE. 1.5 DELIVERY, STORAGE, AND HANDLING A. PACKAGED MATERIALS: DELIVER PACKAGED MATERIALS IN CONTAINERS SHOWING WEIGHT ANALYSIS, AND NAME OF MANUFACTURER. PROTECT MATERIALS FROM DETERIORATION DLJRING DELIVERING AND WH ILE STORED AT SITE. B. TREES AND SHRUBS: DO NOT PRUNE TREES AND SHRUBS BEFORE DELIVERY, EXCEPT AS APPROVED BY LANDSCAPE ARCHITECT. PROTECT BARK, BRANCHES, AND ROOT SYSTEMS FROM SUN SCALD, DRYING, SWEA TING, WH IPPING, AND OTHER HANDLING AND TYING DAMAGE. DO NOT BEND OR BIND-TIE TREES OR SHRUBS IN SUCH A MANNER AS TO DESTROY NATURAL SHAPE. PROVIDE PROTECTIVE COVERING DURING DELIVERY. DO NOT DROP TREES AND SHRUBS DURING DELIVERY. C. DELIVER TREES, SHRUBS, VINES, GROUND COVERS AND OTHER PLANT MATERIAL AFTER PREPARATIONS FOR PLANTING HAVE BEEN COMPLETED AND INSTALL IMMEDIATELY. IF PLANTING IS DELAYED AFTER DELIVERY, SET PLANTING MATERIALS IN SHADE, PROTECT FROM WEATHER AND MECHANICAL DAMAGE, AND KEEP ROOTS MOIST. 1. DO NOT REMOVE CONTAINER-GROWN STOCK FROM CONTAINERS BEFORE TIME OF PLANTING. 2. WATER ROOT SYSTEMS OF TREES, SHRUBS AND VINES AND OTHER PLANT MATERIALS STORED ON SITE WITH A FINE-MIST SPRAY. WATER AS OFTEN AS NECESSARY TO MAINTAIN ROOT SYSTEMS IN A MOIST CONDITION. 1.6 PROJECT CONDITIONS A. UTILITIES: DETERMINE LOCATION OF ABOVE GRADE AND UNDERGROUND UTILITIES AND PERFORM WORK IN A MANNER WHICH WILL AVOID DAMAGE. HAND EXCAVATE,z. AS REQUIRED . MAINTAIN GRADE STAKES UNTIL REMOVAL IS MUTUALLY AGREED UPON BY PARTIES l,ONCERNED. B. EXCAVATION: WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE ENCOUNTERED, SUCH AS RUBBLE FILLt ~DVERSE DRAINAGE CONDITIONS, OR OBSTRUCTIONS, NOTIFY LANDSCAPE ARCHITECT BEFORE PLANTING. 1.7. COORDINATION AND SCHEDULING A. COORDINATE INSTALLATION OF PLANTING MATERIALS DURING NORMAL PLANTING SEASONS FOR EACH TYPE OF PLANT MATERIAL REQUIRED. 1.8 WARRANTY A. GENERAL WARRANTY: THE SPECIAL WARRANTY SPECIFIED IN THIS ARTICLE SHALL NOT DEPRIVE THE OWNER OF OTHER RIGHTS THE OWNER MAY HAVE UNDER OTHER PROVISIONS OF THE CONTRACT DOCUMENTS AND SHALL BE IN ADDITION TO, AND RUN CONCURRENT WITH, OTHER WARRANTIES MADE BY THE CONTRACTOR UNDER REQUIREMENTS OF THE CONTRACT DOCUMENTS. 8. SPECIAL WARRANTY: WARRANT THE FOLLOWING LIVING PLANTING MATERIALS FOR A PERIOD OF ONE YEAR FOR TREES AND 90 DAYS FOR SHRUBS GROUNDCOVER AND PLANTS, AFTER DATE OF SUBSTANTIAL COMPLETION, AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH, EXCEPT FOR DEFECTS RESULTING FROM LACK OF ADEQUATE MAINTENANCE, NEGLECT, OR ABUSE BY OWNER.,_ ABNORMAL WEATHER CONDITIONS UNUSUAL FOR WARRANTY PERIOD, OR INCIDENTS THAT ARE tiEYOND CONTRACTOR'S CONTROL. C. REMOVE AND REPLACE DEAD PLANTING MATERIALS IMMEDIATELY UNLESS REQUIRED TO PLANT IN THE SUCCEEDING PLANTING SEASON . D. REPLACE PLANTING MATERIALS THAT ARE MORE THAT 25 PERCENT DEAD OR IN AN UNHEALTHY CONDITION AT END OF WARRANTY PERIOD. 1.9 TREE, SHRUB AND VINE MAINTENANCE A. MAINTAIN TREES, SHRUBS AND VINES BY PRUN ING, CULTIVATING, WATERINGhWEEDING,.,_ FERTILIZING, RESTORING PLANTING SAUCERS, TIGHTENING AND REPAIRING STAKES, AND KESETTIN1, TO PROPER GRADES OR VERTICAL POSITION, AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. RESTORE OR REPLACE DAMAGED TREE WRAPPINGS. MAINTAIN TREES AND SHRUBS FOR THE FOLLOWING PERIOD: 1. MAINTENANCE PERIOD: 3 MONTHS FOLLOWING SUBSTANTIAL COMPLETION. PART 2 • PRODUCTS 2.1 TREE , SHRUB AND VINE MATERIAL A. GENERAL: FURNISH NURSERY-GROWN TREES AND SHRUBS CONFORMING TO ANSI 260.1, WITH HEALTHY ROOT SYSTEMS DEVELOPED BY TRANSPLANTING OR ROOT PRUN ING. PROVIDE WELL-SHAPED FULLY-BRANCHED, HEALTHY, VIGOROUS STOCK FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFEATS SUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS, AND DISFIGUREMENT. B. GRADE: PROVIDE TREES AND SHRUBS OF SIZES AND GRADES CONFORMING TO ANSI 260.1 FOR TYPE OF TREES AND SHRUBS REQUIRED. TREES AND SHRUBS OF A LARGER SIZE MAY BE USED IF ACCEPTABLE TO ARCHITECT, WITH A PROPORTIONATE INCREASE IN SIZE OF ROOTS OR BALLS. C. LABEL AT LEAST 1 TREE AND 1 SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING LEGIBLE DESIGNATION OF BOTANICAL AND COMMON NAME. 2.2 SHADE AND FLOWERING TREES A. SHADE TREES: SINGLE-STEM TREES WITH STRAIGHT TRUNK, WELL-BALANCED CROWN, AND INTACT LEADER, OF SIZE INDICATED, CONFORMING TO ANSI 260.1 FOR TYPE OF TREES REQUIRED. 1. BRANCHING HEIGHT: 112 OF TREE HEIGHT. B. SMALL TREES: SMALL UPRIGHT OR SPREADING TYPE, BRANCHED OR PRUNED NA TU RALLY ACCORDING TO SPECIES AND TYPE, AND WITH RELATIONSHIP OF CALIPER, HEIGHT, AND BRANCHING RECOMMENDED BY ANSI 260.1 , AND STEM FORM AS FOLLOWS: 1. FORM : MUL TISTEM, CLUMP, WITH 2 OR MORE MAIN STEMS. C. CONTAINER-GROWN TREES WILL MEET ANSI 260.1 LIMITATIONS FOR CONTAINER STOCK. 2.3 BROADLEAF EVERGREENS A. FORM AND SIZE: NORMAL-QUALITY, WELL-BALANCED, BROADLEAF EVERGREENS, OF TYPE, HEIGHT, SPREAD, AND SHAPE REQUIRED, CONFORMING TO ANSI 260.1. 2.4 PLANTS/GROUNDCOVERS A. SEED: PROVIDE FRESH, CLEAN, NEW-CROP SEED COMPLYING WITH TOLERANCE FOR PURITY AND GERMINATION ESTABLISHED BY OFFICIAL SEED ANALYSTS OF NORTH AMERICA. PROVIDE SEED MIXTURE COMPOSED OF SEED SPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, GERMINATION;.AND MAXIMUM PERCENTAGE OF WEED SEED, AS SPECIFIED IN THE "SCHEDULE OF SEED MIXTURt:S" INDICATED ON PLANS. B. PROVIDE GROUND COVER PLANTS ESTABLISHED AND WELL ROOTED IN FLAT REMOVABLE CONTAINERS AND WITH NOT LESS THAN THE MINIMUM NUMBER AND LENGTH OF RUNNERS REQUIRED BY ANSI 260.1 FOR THE POT SIZE SHOWN OR LISTED. 2.5 TURF A. THE SOD SHALL CONSIST OF LIVE, GROWING, MATURE GRASS AS SPECIFIED ON THE PLANTING LEGEND OBTAINED FROM A LOCAL REPUTABLE SOD FARM. THE SOD SHALL BE CUT FROM THE FIELD WITH A MINIMUM OF ONE-HALF INCH OF SOIL THAT COMPLETELY COVERS THE ROOTS OF THE SOD. THE SOD SHALL HAVE A HEALTHY, VIRILE ROOT SYSTEM OF DENSE, THICKLY MATTED ROOTS THROUGHOUT. B. THE SOD SHALL ARRIVE VIGOROUS AND HAVE A LUSH APPEARANCE, UNIFORM TEXTURE AND DARK-GREEN COLOR THROUGHOUT WITH NO DEAD OR DRY EDGES. C. THE SOD SHALL BE SUFFICIENTLY DENSE TO BEAR HANDLING AND PLACEMENT WITHOUT TEARING. D THE SOD SHALL BE FREE OF DISEASE AND HARMFUL INSECTS, OBNOXIOUS WEEDS OR OTHER GRASSES AND SHALL NOT CONTAIN ANY OTHER MATTER DELETERIOUS TO ITS GROWTH OR WHICH MIGHT AFFECT ITS SUBSISTENCE OR HARDINESS WHEN TRANSPLANTED. 2.5 SOIL AMENDMENTS A. LIME: ASTM C 602 CLASS T, AGRICULTURAL LIMESTONE CONTAINING A MINIMUM 80 PERCENT CALCIUM CARBONATE EQUIVALENT, WITH A MINIMUM 99 PERCENT PASSING A NO. 8 (2.36 MM) SLEEVE AND A MINIMUM 75 PERCENT PASSING A NO. 60 (250 MICROMETER) SLEEVE. 1. PROVIDE LIME IN THE FORM OF DOLOMITIC LIMESTONE. B. ALUMINUM SULFATE: COMMERCIAL GRADE, UNADULTERATED. C. SAND: CLEAN, WASHED, NATURAL OR MANUFACTURED SAND, FREE OF TOXIC MATERIALS. D PERLITE: HORTICULTURAL PERLITE, SOIL AMENDMENT GRADE. E. PEAT HUMUS: FINELY DIVIDED OR GRANULAR TEXTURE, WITH A PH RANGE OF 6 TO 7.5, COMPOSED OF PARTIALLY DECOMPOSED MOSS PEAT (OTHER THAN SPHAGNUM), PEAT HUMUS, OR REED-SEDGE PEAT. F. PE:AT HUMUS: FOR ACID-TOLERANT TREES AND SHRUBS, PROVIDE MOSS PEAT, WITH A PH RANGE OF 3.2 TO 4.5, COARSE FIBROUS TEXTURE , MEDIUM-DIVIDED SPHAGNUM MOSS PEAT OR REED-SEDGE PEAT. G. SAWDUST OR GROUND-BARK HUMUS: DECOMPOSED, NITROGEN-TREATED, OF UNIFORM TEXTURE, FREE OF CHIPS STONES STICKS, SOIL, OR TOXIC MATERIALS. 1. WHEN SITE TREATED, MIX WITH AT LEAST 0.15 LB (2.4 KG) OF AMMONIUM NITRATE OR 0.25 LB (4 KG) OF AMMONIUM SULFATE PER CU. FT. (CU. M) OF LOOSE SAWDUST OR GROUND BARK. H. MANURE: WELL-ROTTED.l UNLEACHED STABLE OR CATTLE MANURE CONTAINING NOT MORE THAN 25 PERCENT BY VOLUME 0~ STRAW, SAWDUST, OR OTHER BEDDING MATERIALS· FREE OF TOXIC SUBSTANCES, STONES, STICKS, SOIL, WELL SEED, AND MATERIAL HARMFUL TO PLANT GROWTH . I. HERBICIDES: EPA REGISTERED AND APPROVED, OF TYPE RECOMMENDED BY MANUFACTURER. J. WATER: AS PROVIDED BY LOCAL WATER PURVEYOR. 2.6 FERTILIZER A. BONEMEAL: COMMERCIAL, RAW, FINELY GROUND; MINIMUM OF 4 PERCENT NITROGEN AND 20 PERCENT PHOSPHORIC ACID . B. SUPERPHOSPHATE: COMMERCIAL, PHOSPHATE MIXTURE, SOLUBLE; MINIMUM OF 20 PERCENT AVAILABLE PHOSPHORIC ACID. C. COMMERCIAL FERTILIZER: COMMERCIAL-GRADE COMPLETE FERTILIZER OF NEUTRAL CHARACTER, CONSISTING OF FAST-AND SLOW-RELEASE NITROGEN, 50 PERCENT DERIVED FROM NATURAL ORGANIC SOURCES OR UREA-FORM, PHOSPHOROUS, AND POTASSIUM IN THE FOLLOWING COMPOSITION: 1. COMPOSITION: 1 LB PER 1000 SQ. FT. (0.5 KG PER 100 SQ. M) OF ACTUAL NITROGEN, 4 PERCENT PHOSPHOROUS, AND 2 PERCENT POTASSIUM, BY WEIGHT. 2. COMPOSITION: NITROGEN , PHOSPHOROUS , AND POTASSIUM IN AMOUNTS RECOMMENDED IN SOIL REPORTS FROM A QUALIFIED SOIL-TESTING AGENCY. D. SLOW-RELEASE FERTILIZER: GRANULAR FERTILIZER CONSISTING OF 50 PERCENT WATER-INSOLUBLE NITROGEN, PHOSPHOROUS, AND POTASSIUM IN THE FOLLOWING COMPOSITION: 1. COMPOSITION: 5 PERCENT NITROGEN, 10 PERCENT PHOSPHOROUS, AND 5 PERCENT POTASSIUM, BY WEIGHT. 2. COMPOSITION: 20 PERCENT NITROGEN, 10 PERCENT PHOSPHOROUS, AND 10 PERCENT POTASSIUM, BY WEIGHT. 3. COMPOSITION: NITROGEN, PHOSPHOROUS, AND POTASSIUM IN AMOUNTS RECOMMENDED IN SOIL REPORTS FROM A QUALIFIED SOIL-TESTING AGENCY. 4. 'AGRIFORM' (OR EQUAL) PLANTING TABLETS SHALL BE TIGHTLY COMPRESSED, LONG-LASTING AND SLOW-RELEASE. WEIGHTS OF 5, 10, AND 21 GRAMS LISTED IN THE GUARANTEED ANALYSIS. 2.7 MULCHES A. ORGANIC MULCH: ORGANIC MUCH, FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND SHRUBS, CONSISTING OF ONE OF THE FOLLOWING: 1. TYPE: GROUND OR SHREDDED BARK. B. PEAT MULCH: PROVIDE PEAT MOSS IN NATURAL1 SHREDDED, OR GRANULATED FORM,z. OF FINE TEXTURE, WITH A PH RANGE OF 4 TO 6 AND A WATER-ABSOBING CAPACITY OF 1100 Tu 2000 PERCENT. C. FIBER MULCH: BIODEGRADABLE DYED-WOOD CELLULOSE-FIBER MULCH, NONTOXIC, FREE OF PLANT GROWTH· OR GERMINATION-INHIBITORS, WITH MAXIMUM MOISTURE CONTENT OF 15 PERCENT AND A APPLY PESTICIDES AT PRESCRIBED DOSAGES AND RATES OF APPLICATION, AS REQUIRED TO ACHIEVE THE REQUIRED CONTROL UNDER THE JOB SITE CONDITIONS, WITHOUT DANGER TO PEOPLE, PETS, OR OTHER NON-TARGET ANIMALS OR VEGETATION C. ROOT BARRIER 1. ROOT BARRIERS ARE TO BE USED ON ALL TREES WITHIN 5' OF ANY CURB , WALL HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT OR LIGHT FIXTURE. USE DEEP ROOT LB-24-2 INTERLOCKING LINEAR BARRIER OF LENGTH AND DEPTH AS INDICATED ON THE DRAWINGS. D ARBOR GUARD 1. INSTALL TREE TRUNK PROTECTOR FOR ALL TREES INSTALLED IN LAWN AREAS . TRUNK PROTECTOR SHALL ENCIRCLE ENTIRE BASE OF TREE TRUNK TO A HEIGHT OF 9" ABOVE FINISH GRADE. TRUNK PROTECTOR SHALL BE MADE OF A HARD PLASTIC MATERIAL TO PREVENT DAMAGE FROM WEED WHIPPERS AND LAWN MOWERS, PROTECTORS SHALL HAVE HOLES TO ALLOW THE TREE TRUNK TO BREATHE AND PREVENT MOLD. E. TREE TIES 1. TREE TIES SHALL BE MADE OF BLACK VINYL MATERIAL WHICH AND SHALL CONFORM TO ASTM-D-412 STANDARDS FOR TENSILE AND ELONGATION STRENGTH. TIES ARE TO BE SECURED TO TREE STAKE USING A GALVANIZED NAIL. PART 3 • EXECUTION 3.1 EXAMINATION A. EXAMINE AREAS TO RECEIVE LANDSCAPING FOR COMPLIANCE WITH REQUIREMENTS AND FOR CONDITIONS AFFECTING PERFORMANCE OF WORK OF THIS SECTION. DO NOT PROCEED WITH INSTALLATION UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED 3.2 WEEDABATEMENT A. UPON THE COMPLETION OF THE IRRIGATION SYSTEM AND AFTER ALL EXISTING WEEDS AND GROWTH HAVE BEEN REMOVED FROM THE PLANTING AREA, PERFORM THE FOLLOWING WEED ABATEMENT PROGRAM. WATER ALL AREAS FOUR (4) TIMES DAILY FOR TWENTY-ONE (21) CONSECUTIVE DAYS AND UNTIL WEED SEEDS HAVE GERMINATED. CEASE WATERING FOR THREE (3) DAYS APPLY A NON-SELECTIVE HERBICIDE (ROUND-UP) PER MANUFACTURER'S RECOMMENDATIONS TO ERADICATE THE GERMINATED WEEDS. ALLOW HERBICIDE TO KILL ALL WEEDS. RAKE OR HOE OFF ALL DEAD WEEDS TO A DEPTH OF 1/4 INCH BELOW THE SURFACE OF THE SOIL. IF PERENNIAL WEEDS OR GRASSES STILL EXIST, RE WATER FOUR (4) TIMES DAILY FOR FOURTEEN (14) CONSECUTIVE DAYS UNTIL NEW GROWTH APPEARS. REAPPLY A HERBICIDE WITH A DYE INDICATOR. REMOVE WEEDS AFTER HERBICIDE HAS HAD SUFFICIENT TIME TO KILL. 3.3 PREPARATION A. LAY OUT INDIVIDUAL TREE AND SHRUB LOCATIONS AND AREAS FOR MULTIPLE PLANTINGS. STAKE LOCATIONS, OUTLINE AREAS..._AND SECURE ARCHITECT'S ACCEPTANCE BEFORE THE START OF PLANTING WORK. MAKE MINuR ADJUSTMENTS AS MAY BE REQUIRED . 3.4 PLANTING SOIL PREPARATION A. MIX SOIL AMENDMENTS AND FERTILIZERS WITH SITE SOIL AT RATES INDICATED. DELAY MIXING FERTILIZER IF PLANTING DOES NOT FOLLOW PLACING OF PLANTING SO IL WI THIN A FEW DAYS. AMENDMENTS WILL BE MODIFIED FROM THOSE NOTED BASED ON SOILS REPORTS PERFORMED BY CONTRACTOR MIN. (3). B. FOR TREE PIT OR TRENCH BACKFILL, MIX PLANTING SOIL BEFORE BACKFILLING AND STOCKPILE AT SITE. C. FOR PLANTING BEDS, MIX PLANTING SOIL EITHER PRIOR TO PLANTING OR APPLY ON SURFACE OF TOPSOIL AND MIX THOROUGHLY BEFORE PLANTING. D. PLANT BACKFILL SHALL BE PER SOIL TEST PERFORMED BY A SOIL TESTING LABORATORY PRE-APPROVED BY THE CITY OF CARLSBAD. THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING: a. ORGANIC MATTER CONTENT b. N,P,K c. PH d. EC e. SOIL TEXTURE (SILT, SLAY , SAND) f. RE COMM ENDA flONS FOR AMENDMENTS, LEACHING AND MAINTENANCE FERTILIZATIONS. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF CARLSBAD. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. PRODUCTS SPECIFIED BY PRODUCT NAME BY THE SOIL LAB. IN THE RECOMMENDATIONS MAY BE SUBSTITUTED WITH 'OR EQUAL' PRODUCTS APPROVED BY THE CITY OF CARLSBAD. 3.5 GROUND COVER AND PLANTING BED PREPARATION A. LOOSEN SUBGRADE OF PLANTING BED AREAS TO A MINIMUM DEPTH OF 6 INCHES (150 MM). REMOVE STONES LARGER THAN 1-1/2 INCHES 938 MM) IN ANY DIMENSION AND STIC KS, ROOlS, RUSBISH, AND OTHER EXTRANEOUS MATERIALS. B. SPREAD PLANTING SOIL MIXTURE TO DEPTH REQUIRED TO MEET THICKNESS, GRADES, AND ELEVATIONS SHOWN AFTER LIGHT ROLLING AND NATURAL SETTLEMENT. PLACE SOIL MIXTURE IN TWO (2) LIFTS AND INSURE PROPER COMPACTION OF PLANTING BEDS. C. EACH PLANT SHALL RECEIVE ONE (1) 5 GRAM 'AGRIFORM' (OR EQUAL) PLANT TABLET. 3.6 EXCAVATION FOR TREES AND SHRUBS A. PITS AND TRENCHES: EXCAVATE WITH VERTICAL SIDES AND WITH BOTTOM OF EXCAVATION SLIGHTLY RAISED AT CENTER TO ASSIST DRAINAGE. LOOSEN HARD SUBSOIL IN BOTTOM OF EXCAVATION. 1. CONTAINER-GROWN TREES AND SHRUBS: EXCAVATE TO TWICE CONTAINER WIDTH, AND TO DEPTH OF ROOTBALL IN CONTAINER. 1. EXCAVATION AND PLANTING OF TREES SHALL BE COMPLETED PRIOR TO INSTALLATION OF DRAIN LINE B OBSTRUCTIONS: NOTIFY LANDSCAPE ARCHITECT IF UNEXPECTED ROCK OR OBSTRUCTIONS DETRIMENTAL TO TREES OR SHRUBS ARE ENCOUNTERED IN EXCAVATIONS. 1. HARDPAN LAYER: DRILL 6-INCH-(150 MM-) DIAMETER HOLES INTO FREE-DRAINING STRATA OR TO A DEPTH OF 10 FEET (3M), WHICHEVER IS LESS, AND BACKFILL WITH FREE-DRAINING MATERIAL. C. DRAINAGE: NOTIFY LANDSCAPE ARCHITECT IF SUBSOIL CONDITIONS EVIDENCE UNEXPECTED WATER SEEPAGE OR RETENTION IN TREE OR SHRUB PITS. D. FILL EXCAVATIONS WITH WATER AND ALLOW TO PERCOLATE OUT, BEFORE PLACING SETTING LAYER AND POSITIONING TREES AND SHRUBS. 3.7 PLANTING TREES, SHRUBS AND VINES A. SET CONTAINER-GROWN STOCK PLUMB AND IN CENTER OF PIT OR TRENCH WITH TOP OF BALL LEVEL TO ADJACENT FINISH GRADES AS INDICATED. 1. CAREFULLY REMOVE CONTAINERS SO AS NOTTO DAMAGE ROOT BALLS. 2. PLACE BACKFILL AROUND BALL IN LAYERS, TAMPING TO SETTLE BACKFILL AND ELIMINATE VOIDS AND AIR POCKETS. WHEN PIT IS APPROXIMATELY 1/2 BACKFILLED1 WATER THOROUGHLY BEFORE PLACING REMAINDER OF BACKFILL. REPEAT WATERING UNTIL NO MORE IS ABSORBED WATER AGAIN AFTER PLACING AND TAMPING FINAL LAYER OF BACKFILL. B. DISH AND TAMP TOP OF BACKFILL TO FORM A 3-INCH-(75-MM-) HIGH MOUND AROUND THE RIM OF THE PIT. DO NOT COVER TOP OF ROOT BALL WITH BACKFILL. 3.8 TREE , SHRUB AND VINE PRUNI NG A. PRUNE, THIN, AND SHAPE TREES AND SHRUBS ACCORDING TO STANDARD HORTICULTURAL PRACTICE. PRUNE TREES TO RETAIN REQUIRED HEIGHT AND SPREAD. UNLESS OTHERWISE DIRECTED BY ARCHITECT, DO NOT CUT TREE LEADERS; REMOVE ONLY INJURED OR DEAD BRANCHES FROM FLOWERING TREES. PRUNE SHRUBS TO RETAIN NATURAL CHARACTER. SHRUB SIZES INDICATED ARE SIZE AFTER PRUNING. VINES ARE TO BE ALLOWED TO SPREAD/CLIMB AND SHOULD NOT BE PRUNED BACK HEAVILY. 3.9 TREE AND SHRUB STAKING A. UPRIGHT STAKING AND TYING : STAKE TREES OF 15 GALLON AND LARGER. USE A MINIMUM OF 2 STAKES OF LENGTH REQUIRED TO PENETRATE AT LEAST 24 INCHES BELOW BOTTOM OF BACKFILLED EXCAVATION AND TO EXTEND AT LEAST 72 INCHES ABOVE GRADE. SET VERTICAL STAKES AND SPACE TO AVOID PENETRATING BALLS OR ROOT MASSES. SUPPORT TREES WITH 2 STANDS OF TIE WIRE ENCASED IN HOSE SECTIONS AT CONTACT POINTS WITH TREE TRUNK. STAKING AND TYING OF TREE IS NOT INTENDED TO IMMOBILIZE TREE. INSTALL TO ALLOW SLACK IN TIES, AVOIDING RIGID RESTRAINT OF TREE. 3.10 VINE TYING A. STANDARD NURSERY STAKE SHALL BE REMOVED FROM ALL VINES AND THE VI NES SHALL BE TRAINED AND FASTENED TO THE WALLS/FENCES AS DIRECTED BY THE LANDSCAPE ARCHITECT . B. USE STANDARD GREEN PLANT TIE TAPE TO TIE TRAIN VINE TO TRELLIS OR FENCE C. PLANT ANCHOR KITS MAY BE USED ON MASONRY SURFACES. KIT SHALL CONSIST OF ANCHOR CAP, GLUE AND PLANT TIE. 3.11 PLANTING PLANTS A. SPACE PLANTS AS INDICATED ON DRAWINGS. B. ~g~~§6fLLff8JN~N~gg~s\0oA}o~~rr~~f~~OGC~~fs0fJ&t~~t!i~~~T,r~t~~J~Ei~r+roN AROUND PLANTS TO HOLD WATER. WATER THOROUGHLY AFTER PLANTING, TAKING CARE NOTTO COVER PLANT CROWNS WITH WET SOIL. 3.12 TURF INSTALLATION A. SOIL PREPARATION 1. PRIOR TO PLANTING SOD., REMOVE ALL ROCKS AND DEBRIS, ERAD ICATE AND PHYSICALLY REMOVE ALL VEGETATION AND Wt:EDS, DEAD OR ALIVE , FROM THE SITE. 2. ROTOTILL OR SPADE THE AREA TO A DEPTH OF 4 TO 6 INCHES. ELIMINATE DRAINAGE PROBLEMS BY HAVING SOIL SLOPE AWAY FROM FOUNDATIONS, ETC. 3. INCORPORATE ORGANIC MATTER (HUMUS1 REDWOOD, SAND, ETC.), GYPSUM, LIME AND FERTILIZER AS RECOMMENDED BY AN APPROVED SOILS REPORT TO A DEPTH OF 3 TO 4 INCHES. IN THE DESERT SOUTHWEST, INCORPORATE SOIL AMENDMENTS INTO THE TOP 2 TO 4 INCHES OF THE SOIL PROFILE. 4. RAKE AND SMOOTH THE SOIL, REMOVING ROCKS ROOTS AND LARGE CLODS. ROLL THE AREA LIGHTLY WITH A LAWN ROLLER 113 FULL OF WATER, LEAV(NG THE GRADE 1 INCH BELOW FINISH GRADE. 5. WATER THE PREPARED AREA TO A DEPTH OF 6 INCHES TO SETTLE SOIL AND PROVIDE A MOIST BASE FOR TURF. B. SODDING 1. PRIOR TO PLANTING, THE IRRIGATION SYSTEM SHALL BE TESTED AND FULLY FUNCTIONAL. 2. SOD SHALL BE HARVESTED WITHIN 24 HOURS PRIOR TO DELIVERY AND PLANTED WITHIN THREE DAYS AFTER HARVEST. 3. INSTALL SOD IMMEDIATELY UPON DELIVERY. IN HOT WEATHER, PROTECT UN LAID SOD BY PLACING STACKS IN SHADE, COVERING WITH MOIST BURLAP SACKING AND SPRINKLING. 4. BEGIN INSTALLING SOD ALONG THE LONGEST STRAIGHT LINE, SUCH AS A DRIVEWAY OR SIDEWALK. ~~i1 i1 tYlf~tf~i\\ ;~8[~9~trti'~JJ l~A~fc~T~6~ T~GAHJ~Yc~l1~f~ls8Ji~~:~~:~a ttffGE SHARP KNIFE TO TRIM CORNERS, ETC. AVOID LEAVING SMALL STRIPS AT OUTER EDGES AS THEY WILL NOT RETAIN MOISTURE. ON SLOPES, LAY THE TURF PIECES HORIZONTALLY ACROSS THE SLOPE. ON 2:1 SLOPES OR GREATER, STAKE SOD TO HOLD IN PLACE WITH 1/2" X 1" X 12" PEGS AT TWO-FOOT SPACINGS. TO AVOID CAUSING INDENTATIONS OR AIR POCKETS, AVOID WALKING OR KNEELING ON THE TURF WHILE IT IS BEING INSTALLED OR JUST AFTER WATERING . DO NOT LAY WHOLE LAWN BEFORE WATERING. WHEN A CONVENIENTLY LARGE AREA HAS BEEN SODDED, WATER LIGHTLY TO PREVENT DRYING. 5. AFTER INSTALLING THE TURF, ROLL THE ENTIRE AREA TO IMPROVE TURF-TO-SOI L CONTACT AND REMOVE AIR POCKETS. 6. BEGIN WATERING WITHIN 30 MINUTES OF INSTALLATION. 3.13 MULCHING A. MULCH BACKFILLED SURFACES OF PITS, TRENCHES, PLANTED AREAS, AND OTHER AREAS INDICATED. 3' LAYER SHALL BE INSTALLED IN SHRUB AREA WITH GRADE LESS THAN 3:1. SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL. 3.14 CLEANUP AND PROTECTION A. DURING LANDSCAPING, KEEP PAVEMENTS CLEAN AND WORK AREA IN AN ORDERLY CONDITION. B. PROTECT LANDSCAPING FROM DAMAGE DUE TO LANDSCAPE OPERATIONS, OPERATIONS BY OTHER CONTRACTORS AND TRADES, AND TRESPASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE DAMAGED LANDSCAPE WORK AS DIRECTED. 3.15 DISPOSAL OF SURPLUS AND WASTE MATERIALS A. DISPOSAL: REMOVE SURPLUS SOIL AND WASTE MATERIAL, INCLUDING EXCESS SUBSOIL, UNSUITABLE SOIL, TRASH, AND DEBRIS, AND LEGALLY DISPOSE OF IT OFF THE OWNER'S PROPERTY. 11 AS BUIL T 11 GMP JOB NO: 21-088 RCE __ _ EXP, ___ _ (9 z -(f) I-z zo <( -__J l-a.. <( WU a.. - <( ~ uu (f) w Cl a.. z (f) <( __J DATE APPROVED FOR IRRIGATION AND PLANTING f-------------------1 LP-03 ONLY, INCLUDI NG PRECISE LOCATION OF PLANTING AREA REVIE\,/ED BY• INSPECTOR DATE PH RANGE OF 4.5 TO 6.5. D. INSTALL 3" DEPTH OF MULCH IN ALL NON-TURF PLANTING AREAS LESS STEEP THAN 3:1. 2.8 MISCELLANEOUS LANDSCAPE MATERIALS 4~ t------r----+------------+---+----+---CTrJ I crTY p~r!N~~~~~BAD g m p LANDSCAPE A. STAKES 1. UPRIGHT STAKES: ROUGH-SAWN, SOUND, NEW HARDWOOD, REDWOEfJR;ST SUBMITT AL:11-16-22 b~R~~uifF~§f~,EfytJ~¥t 1~}~Jrf l~~W~8R1 l~~f{ Ei~~6rt-lt~iiliR(J~~1~T AL:01-05-2 3 2. HOSE CHAFING GUARD: REINFORCED RUBBER OR PLASTIC HOSE AT J.VISI,112 ltilCr.J.L13.M!l4UN.l 02 08 23 DIAMETER, BLACK, CUT TO LENGTHS REQUIRED TO PROTECT TREE T~~AtMQ'OM/ I. I A : - - B. HERBICIDES AND INSECTICIDES FOURTH SUBMITT AL:05-28-24 1. ALL JOB SITE PESTICIDE APPLICATION SHALL BE MADE BY PERSONNirrl6J.J:iuSWQM/ifFliM-r~-19-24 PEST SPEC IES TO BE CONTROLLED, KNOWLEDGEABLE OF CONTROL TECHNIQUES AND ABLE TO Bl1b L..ione;heod Ave Suite 10:2 C.arlsbad, C.A '!2010 9mplanclare,h,Gom T ese sse e~;; CHINQUAPIN COAST HOMES 330 CHJNQUAPIN AVE CARLSBAD, CA 92008 APN: --+----+------------+----+----11----1---1 I-AP-PR_o_vE_o LA-w.1/...Q!~.:.J.' }:'.!.../ .J;C~~,t::~•-~"' ==---1t[+lz.t f----+---f----------------f----+-----ll-----+----1 .PLANNING DATE DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN BY: __ _ CHKD BY: __ RVWO BY: PROJECT NO. LPC2022-0027 CT2021-0005 DRAWING NO. 538-7L PLOT DA TE: 10/28/2024