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DWG 552-6L; CT 2024-0004; JEFFERSON STREET HOMES; 01-25
GENERAL NOTES: I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 2.CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGE INCURRED DURING CONSTRUCTION.3. CONTRACTOR SHALL OBTAIN A CURRENT STRUCTURAL SOILS REPORT. THIS SOILS REPORT SHALL SUPERSEDE THE RECOMMENDATIONS AND DETAILS SHOWN ON THESE PLANS AND SPECIFICATIONS.4. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL SLEEVES AS INDICATED ON THE IRRIGATION PLANS WITH PAVING CONTRACTOR.5.REFER TO SPECIFICATIONS FOR ACCEPTED STANDARDS OF MATERIALS AND WORKMANSHIP.6.ALL FORMS AND ALIGNMENT OF HARDSCAPE ITEMS SHALL BE INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO POURING. (CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT A MINIMUM OF 48 HOURS PRIOR TO THE INSPECTION.)7. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AND/OR GRADE DIFFERENCES WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TOTHE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATIONS. 8. THE LOCATION OF FEATURES TO BE CONSTRUCTED, NOT SPECIFICALLY DIMENSIONED, MAY BE DETERMINED BY SCALE. VERIFY ALL SUCH CONDITIONS WITH OWNEP:S NOTIFICATION.9. ALL CURVE-TO-CURVE AND CURVE-TO-TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH, AND UNIFORM.10.ALL CONSTRUCTION AND INSTALLATION OF LANDSCAPE ITEMS SHALL BE PER LOCAL CODES AND ORDINANCES.I I. CONTRACTOR SHALL FULLY GUARANTEE ALL WORK FOR A ONE-YEAR PERIOD FROM OWNER'S ACCEPTANCE OF WORK. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR WEED ABATEMENT AS RECOMMENDED BY A LICENSED PEST CONTROL OPERATOR DURING THE CONTRACTOR'S MAINTENANCE PERIOD.13. CONTRACTOR SHALL OBTAIN A CURRENT AGRONOMIC SOILS REPORT THIS SOILS REPORT SHALL SUPERSEDE THE RECOMMENDATIONS AND DETAILS SHOWN ON THESE PLANS.14.THE LANDSCAPE CONTRACTOR IS TO ENSURE THAT IRRIGATION AND DRAIN LINES ARE LOCATED AND INSTALLED SO THAT THE MATERIALS SHOWN ON THE PLANTING PLANS CAN BE ACCOMMODATED.15.IF ANY CONCRETE WORK SHOWN ON THESE PLANS ABUTS WOOD SIDING ON BUILDINGS, INSTALL GALVANIZED METAL FLASHINGTO PROTECT WOOD SIDING.16.THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION REFERENCED IN THE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION NOT MEETING THE APPROVAL OF THE OWNER OR THE LANDSCAPE ARCHITECT SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE WITH ACCEPTABLE CONSTRUCTION.17. ALL DIMENSIONS SHALL BE VERIFIED AGAINST EXISTING CONDITIONS AND ANY DISCREPANCIES REPORTED TO THE OWNER:S REPRESENTATIVE. DIG ALERT: CALIFORNIA STATE LAW SAYS YOU MUST CALL BEFORE YOU DIG. GOVERNMENT CODE SECTION 4216-42169 STA TES THAT "EXCAVATION": GRADING, TRENCHING, DIGGING, DITCHING, DRILLING, AUGURING, TUNNELING, SCAPING, CABLE OR PIPE PLOWING, DRIVING, FOUNDA TJON DIGGING, LANDSCAPE DIGGING PLUMBING, FENCE POST OR ANY OTHER WAY. OUR PERMIT FOR DIGGING WILL NOT BE VALID WITHOUT A DIG ALERT TICKET NUMBER AND NOT/FICA TION THAT THE MARKOUT HAS BE COMPLETED THERE IS ALSO A 14-DA Y WINDOW (SECTION 4216. (E)) IN WHICH YOU MUST COMPLETE THE PROPOSED DIGGING. IF YOU WILL NEED ADDITIONAL TIME BEYOND THE 14 DAYS. IT IS YOUR RESPONSIBILITY TO RECALL DIG ALERT. DIG ALERT TOLL-FREE NUMBER IS 1.800.221.2600 ABBREVIATIONS: ARCH. BOW BS CB CF CJ CL CMU co COMP. CONC. CONT. DIA. EA. EJ FOB FOW FFE FG FL FS FTG GC HORIZ. HP ID INV. LA ARCHITECT BACK of WALK BOTTOM of STEPS CATCH BASIN CURB FACE COLD JOINT CENTERLINE CONCRETE MASONRY UNIT CLEAN OUT COMPACTED CONCRETE CONTINUOUS DIAMETER EACH EXPANSION JOINT FACE of BUILDING FACE of WALL FINISH FLOOR ELEVATION FINISH GRADE FLOW LINE FINISH SURFACE FOOTING GROUND COVER HORIZONTAL HIGH POINT INSIDE DIAMETER INVERT (ELEVATION) LANDSCAPE ARCHITECT LOW LP MAX. MIN. NIC NTS oc PA PERF. POC PL R. REBAR SIM. SAD SCD SED SIDD SL SMB SMD SP SPD SPS SQ. SSD SWD LIMIT of WORK LOW POINT MAXIMUM MINIMUM NOT in CONTRACT NOT to SCALE ON CENTER PLANTING AREA TC TG TS TW VERT. WI W/0 WNM PERFORATED POINT of CONNECTION PROPERTY LINE RADIUS REINFORCING BAR SIMILAR SEE ARCHITECT DRAWING SEE CIVIL DRAWING SEE ELECTRICAL DRAWING SEE INTERIOR DESIGN DRAWING SCORE LINE SEE MATERIAL BOARD SEE MECHANICAL DRAWING SEE PLAN SEE PLUMBING DRAWING SEE PAVING SCHEDULE SQUARE SEE STRUCTURAL DRAWING SEE WATERPROOF DRAWING TOP of CURB TOP of GRATE TOP of STEPS TOP of WALL VERTICAL WITH WITHOUT WELDED WIRE MESH NOTE: THESE ORA WINGS AND SPECIF/CATIONS ARE THE PROPERTY OF MJS DESIGN GROUP (A CALIFORNIA CORPORATION) AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY WRITTEN AUTHORIZATION FROM MJS DESIGN GROUP. WRITTEN DIMENSIONS TAKE PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE AND ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF MJS DESIGN GROUP PRIOR TO COMMENCEMENT OF ANY WORK SIGNAGE PERMIT NOTE: ALL PROJECT SIGNAGE AND MONUMENT SHALL REQUIRE A SE PARA TE PERMIT UNDER THE CITY OF CARLSBAD S/GNAGE REVIEW PROCESS. 1-w w a::: V) z 0 V) a::: w LL LL w --, -+,-,--• ,,'-\' -.::1.. ,1::_:-· Y 'II /�-�;) j_ --J ,;· ,-<-,_,,) ·-:, - I �•c;, I,I ;. ' . _,-- -- -�---rCITY OF ENClcllTAS ADJACENT RESIDENTIAL APN: 155-251-19 CITY DF VIST� �7, ,,_,.I ,_ 'C T'i' OF SAN t.1.6,RCCS -, I I ·J I" '\\ I I �-,: IIi( ' ' Ill \. J�__ ,,,, \ �,,, I iL LC: ' -, � (I -_E::1_1E1 -,/� L_..c•�-sJ_:"r.:__-"".··.cc_·•"-' ' - ·- ---1---�c.J ' I I __ , __ �L-I BUENA VISTA WAY 12-22-26 PROJECT LOCATIO'I ---------'I_[ I J,_, I I 1_1 ( .,I_ I:_ ADJACENT RESIDENTIAL APN: 155-251-17 I 12122/26 •. I• i I llEAWINC: INDE\: i, - ':.----'- : -,---,- ,---:,'·Le. -, /-:'_ ;_\ i � '!_ ' '--'' 1-'L_.,,,,--il ,.J T,::�i//'�, ;/ :' f_---_-,- L--\/ �,' -- -----------, ff' . ·; - --!'- ...i, ,: ' : ,' - -- ·-- ,_ / ,__:, ti '/ llEC'L\11\T U F 11/ESPOI\SIBLE CHARGE: {_.'' -l N -------O- --' r -''� " -� :. :;::_ ' ;::_ RLA 6642 DANIEL DELL�"': £; � :::::: ==2 __,... . ___'1_12._ 675-9964 !_i1F 1 ,)- 1:1 - RT DIAL TOLL FREE 1 - 800 - 422 - 4133 AT !..EAST TWO DAYS BEFORE YOU DIG ' -' -,n'-' ' ' ' :: RLA 6642 ',' ::i._' :' ' LANDSCAPE ARCHITECTURE e 507 30th StreetNewport Beach, CA 92663 9 949.675.9964 12-22-26 l _J __ __j ' - � ,- '' ' ; ,_,!... "=- '�,,-,' - ' ; .� '-' - I I ;... h : -, ,". / I_ I ,: 1' I!_;_ i UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA (el mis-la.com I I 11 I ,1 ,. I •- [ I II I, , __ j ',I , ' \ l ,.\1\l;.-=-T \l'I I\ l'[Ul\ :\11:,;1 l:i.\i\>' l'UI�)£.CFE"F·.SC:i J �TF?[ET HOA/I----)25(12 2510 ._l[FFEF?SON ST CAr?LSBJ.[: COVER SHEET u&pa«r I I '' I I r ) I,( /. .:..... .. ,.:~ 1,1:l l l!T '( 1,1,_,_p CIT'! C)F rJCEAtlSIDE I_~}--~_-.' T l --;· \r.: ' ·.' . - ' ',, . ,I ,' ,I ' - ,-,-,:..~- r::---II ' ' r= /-<:_.I FIC ,'.. ·,_ F. ,. I- ' . ' I -II - I -- .. I, • r I. I','·• "'"-:====-·-----· --__ _ --, ' -,. I, ·ri I . . . ' -· ' I , ;--- ' I '•'\ .. '.:....,..... ·-' --L -'I I ', i '_: '_ ;, ··-1'' . - . I_ J,i_l_ 1 -. ------ -------- \ !CL c;f !T;:'f ··--------- --.. -· .. --j---. _-, ----- ------. __ I ~--------- 6,7.,.5_9_9_6_4 ~ E FFil'l E :\T LJ ECLAl-(,\TI 0:\: I ,\,\/ r ~,;,..,:,:'!__/ .. 'i( ,1,1 ,r1-:' Ti-.'C ,c:.'f,:11.n.~_E:\iE,1:',r,_·, _i-,_1i-LJ,i/[1·~~1~.":f-•t 1J /~' ,,•r:·r::·,1·:.-1,//··1i : PL-\/} ·_J.i;L~--E'-!c'~-i .1.:,:[•~--~·~;_·,r .-\1.-Hfl_lJ.L .S ':\-1 i[_1-;: [.C-f'.",•\ __ -,,,Uii :'_.\l ,'['~~--_j_.,:.•,~ /.'L •'LJ.''••' ,-,'7 _-' ------------- --' -,-.\ __ o c Tl._ -£ 'C . -: r, 1,t·J. TE r' ,-: ... -, 11-.:, ; ·./i-\LL BE Il"i ,C.'PTi("]'I():\_, -PPO('l'l1' ·1,,,,~-L ~ ,.) L -\ .! \, . .. .• C, . l \, J' •' • ----- r: IE -- /.H E I_/ i ,. ' . L•\/ it: ' .:.. - . <-:..~ • L I ,/ ',! • i: _::',I [' ; i,/ :'/ / /°I , l'l /IOE TO DEGINNJ:\G .i·'l r_ ii . \LL 11 /,!i :' :'[·~ r ,1~·1_1:\.: \·:f\'1 J,,:/;_,' ,c.·.:,:::,,.:f -:r ·-.L:_ lf(/1.Uf ~-. ,·-\i_',11:[ -~~-f:CL:.1\1,' (,F'~\C•E.1 r .:.,i,,\,: li1'1.J.~-.:",,f i '/J,/J :' ·,.~ '/(:',: f,-', ·•1~' ' . .. ,, [ I I. , . '. j I"[, '' ,_ . ·( ' I CONSTRUCTION NOTES: I.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE STAR.T OF CONSTRUCTION. CONTR.ACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 2.CONTRACTOR SHALL NOT WILFULLY PROCEED WITH CONSTRUCTION WHEN IT IS OBVIOUS THAIUNKNOWN OBSTRUCTIONS AND / OR GR.ADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWNDURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALLNECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATIONS. 3. CONTR.ACTOR SHALL OBTAIN A CURRENT STRUCTUR.AL SOILS REPORT. THIS SOILS REPORT SHALL SUPERSEDE THE RECOMMENDATIONS AND DETAILS SHOWN ON THESE PLANS AND SPECIFICATIONS. 4.THE LOCATION OF FEATURES TO BE CONSTRUCTED, NOT SPECIFICALLY DIMENSIONED MAY BEDETERMINED BY SCALE. VERIFY ALL SUCH CONDITIONS WITH OWNER'S REPRESENTATIVE. 5.ALL CURVE-TO-CURVE AND CURVE-TO-TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH, AND UNIFORM. 6.CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL SLEEVES AS INDICATED ON THE IRRIGATIONPLANS WITH PAVING CONTRACTOR. 7.ALL FORMS AND ALIGNMENT OF HARDSCAPE ITEMS SHALL llE INSPECTED AND APPROVED BY THELANDSCAPE ARCHITECT PRIOR TO POURING. (CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT A MINIMUM OF 48 HOURS PRIOR TO THE INSPECTION.) MASONRY WALL NOTES: I. THE CONTRACTOR SHALL GROUT ALL CELLS WITH STEEL REINFORCING SOLID. IF RETAINING SOIL GROUT ALLCELLS SOLID. 2.THE CONTRACTOR SHALL CONSTRUCT WALLS PLUMB AND TRUE, STEP FOOTINGS IN EVEN BLOCKINCREMENTS. 3.THE CONTR.ACTOR SHALL ALLOW FOR ADJOINING CONSTRUCTION. 4. ALL FOOTINGS SHALL BE POURED ON UNDISTURBED NATUR.AL SOIL. ON COMPACTED FILL, PREPARE PERSTRUCTUR.AL SOILS REPORT. 5.ALL FREESTANDING WALLS SHALL HAVE A MINIMUM OF 40 BAR DIAMETERS OVERLAP AT SPLICES. ALL RETAININGWALL SPLICES SHALL BE A MINIMUM OF 48 BAR DIAMETERS. 6.DOWELS SHALL BE AT LEAST EQUAL IN SIZE AND SPACING TO VERTICAL BARS UNLESS OTHERWISE NOTED. 7.REFER TO FINISH SCHEDULE FOR ALL WALL FINISHES. PAVER NOTES: PAVER LAYOUT SHALL BE DETERMINED BY LIMITING THE AMOUNT OF CUTS MADE TO THE LONG SIDE OF THE PAVER, IN ORDER TO MINIMIZE "SLIVER" PIECES. PAVER SHALL BE CLEAN AND FREE FROM FOREIGN MATERIALS BEFORE INSTALLATION. INSTALLATION SHOULD START FROM A CORNER OR STRAIGHT EDGE AND PROCEED FORWARD OVER THE UNDISTURBED SAND LAYING COURSE. PAVING WORK SHALL BE PLUMB, LEVEL, AND TRUE TO LINE GRADE; SHALL BE INSTALLED PROPERLY, COINCIDE AND ALIGN, WITH ADJACENT WORK AND ELEVATIONS. PAVING STONES SHOULD BE INSTALLED HAND TIGHT ON THE UNDISTURBED SAND LAYING COURSE. STRING LINES SHOULD BE USED TO HOLD PATTERN LINES TRUE. GAPS BETWEEN THE EDGE OF THE PAVER SURFACE SHALL BE FILLED WITH STANDARD PAYERS OR WITH PAVERS CUT TO FIT. CUT PAVERS SHOULD BE NO SMALLER THAN ONE THIRD THE SIZE OF FULL PAVERS. CARE SHOULD BE TAKEN WHEN ESTABLISHING THE LAYING PATTERN TO INSURE THAT LESS THAN ONE THIRD PAVERS ARE MINIMIZED. PAVERS ARE SET INTO THE SAND LAYING COURSE BY ROLLER OR PLATE VIBRATOR CAPABLE OF 3,000 TO 5,000 COMPACTION FORCE. VIBRATION SHALL BE CONDUCTED IN CROSSING PATHS UNTIL THE PAVEMENT SURFACE IS SMOOTH AND REQUIRED ELEVATION IS ACHIEVED. GAPS BETWEEN PAVERS SHOULD AT THIS POINT SHOULD BE FILLED TO ABOUT TWO THIRDS OF THE PAVER'S FULL HEIGHT. GAPS BETWEEN EDGES SHOULD BE NO MORE THAN 3/16" WIDE AFTER VIBRATION. GAPS GREATER THAN 3/16" SUGGEST THAT LESS THAN SATISFACTORY INTERLOCK WILL BE ACHIEVED. PAVERS WITHIN THREE FEET OF UNRESTRAINED EDGES MUST NOT BE COMPACTED. ONCE PAYERS ARE VIBRATED INTO PLACE. CLEAN, DRY SAND SHALL BE BROOMED OVER THE PAVEMENT SURFACE AND VIBRATED ONCE MORE INTO THE REMAINING UNFILLED GAPS BETWEEN PAYERS TO THE HEIGHT OF THE JOINT BEVEL. SURPLUS SAND SHOULD BE SWEPT FROM THE PAVEMENT SURFACE AND DISPOSED OF. THE COMPLETED PAVING STONE INSTALLATION SHOULD BE WASHED DOWN AND CLEANED TO PROVIDE A CLEAN FINISHED WORKMANLIKE INSTALLATION. LIST OF INSPECTIONS: THE CON I RACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE 48 HOURS IN ADVANCE OF, ANDCOORDINATE, THE FOLLOWING INSPECTIONS (BUT NOT LIMITED TO): I. PRE-JOB CONFERENCE. 2.AT COMPLETION OF FINISH GR.ADING. 3.LAYOUT OF SHOVEL CUTS BUT PRIOR TO INSTALLATION. 4.LAYOUT OF PAVING BUT PRIOR TO INSTALLATION. 5.LAYOUT OF WALLS AND PILASTERS BUT PRIOR TO INSTALLATION. 6.DURING ENTIRE IRRIGATION INSTALLATION TO VERIFY AND INSPECT THE FOLLOWING (BUT NOT LIMITED TO): a. POINT OF CONNECTIONS b. BACKFLOW PREVENTION DEVICESc. TRENCHING FOR PIPES d. ELECTRICAL CONNECTIONS e. CONTROL VALVESf. COVER.AGE 7.AT DELIVERY OF ALL PLANT MA ltRIALS TO THE SITE. 8.WHEN TREES AND SHRUBS ARI: SPACED FOR PLANTING BUT BEFORE HOLES ARE EXCAVATED. 9.AT PRE-MAINTENANCE INSPECTION. I 0. AT FINAL INSPECTION. PAVING NOTES: I. THE CONTR.ACTOR SHALL VERIFY WITH PROJECT STRUCTUR.AL SOILS ENGINEER THE NEED FOR REINFORCING,BASE MATERIALS, PRESATUR.ATION, AND OTHER REQUIREMENTS FOR PAVING AREAS. 2.ALL CONCRETE PAVING SECTIONS SHALL BE A MINIMUM OF 3 1/,'' THICK UNLESS OTHERWISE NOTED. 3.PAVING AND CONCRETE CONTR.ACTOR(S) SHALL COORDINATE HIS WORK WITH ELECTRICIAN, DR.AIN LINE CONTRACTOR AND IRRIGATION CONTR.ACTOR. fOR SLEEVING, PIPING, AND CONDUIT UNDER ALL PAVING AS REQUIRED. 4.THE CONTRACTOR SHALL HOLD FINISH GR.ADE (I") INCH BELOW FINISH SURFACE. 5.THE CONTR.ACTOR SHALL SLOPE ALL FINISH SURFACE AREAS A MINIMUM OF ONE PERCENT UNLESS NOTEDOTHERWISE. 6.ALL WALKS SHALL HAVE CROSS FALL OF ONE PERCENT MINIMUM. 7.REFER TO FINISH SCHEDULE FOR CONCRETE FINISH. 8.ALL WALK INTERSECTIONS SHALL BE 90 DEGREES UNLESS NOTED OTHERWISE. 9.ALL R.ALJII AT WALK INTERSECTIONS SHALL BE 36" UNLESS NOTED OTHERWISE. I 0. FULL DEPTH EXPANSION JOINTS ARE TO BE SPACED AT MAXIMUM 20' O.C., SCORE LINES TO BE MAXIMUM IO'O.C. I I. ALL FORMS AND ALIGNMENT OF PAVING SHALL BE INSPECTED AND CON TR.ACTOR SHALL NOTIFY LANDSCAPE ARCHITECT A MINIMUM OF 48 HOURS PRIOR TO INSPECTION. 12.REFER TO PRECISE GRADING PLAN FOR FINISH GR.ADES AND DRAINAGE. CONSTRUCTION NOTES C: \ORAWJ!0 FILE:5\ TITLE SHETTS\X:<>:XDWc? 7 /2'.J/2O19 PAVING SCHEDULE SYMBOL (A) �) Cc) ITEM PEDESTRIAN CONCRETE PAVING PEDESTRIAN CONCRETE PAVER PERMEABLE VEHICULAR CONCRETE PAVERS SYNTHETIC TURF MANUFACTURER N/A ORCO PH. (949) 241.6669 CONTACT: MIKE MILLARD ORCO PH. (949) 241.6669 CONTACT: MIKE MILLARD HERITAGE ARTIFICIAL TURF PH. (714) 792-2625 CONTACT: HENRY VAN ANTWERP COLOR / FINISH COLOR: NATURAL GRAY FINISH: TOP CAST 03 COLLECTION: PLAZA STONES COLORS: SOLAR GRAY, NATURAL GRAY, CHARCOAL FINISH: SHOT BLAST & BURNISHED SIZE: 3" X 12' THICKNESS: 60MM COLLECTION: CASCADA COLORS: MANOR BLEND FINISH: SHOT BLAST & BURNISHED SIZE: 5" x IO" THICKNESS: BOMM HERITAGE HEATSHIELD BO WITH 2 LBS/SQFT OF CAMOFILL COMMENTS •SEE PLAN FOR JOINT LAYOUT • •• • • • •• • • INSTALL PER MFR'S REC. ALLOW 6-8 WEEK LEAD TIME SEE DETAIL FOR ASSEMBLY PAVERS TO BE INSTALLED WITH SEALER. MANUFACTURER: B.P. PRO. MODEL: ENHANCING STABILIZING SEALER 90 DEGREE HERRINGBONE PATTERN INSTALL PER MANUFACTURER'S RECOMMENDATIONS SEAL PER MANUFACTURER'S RECOMMENDATIONS SEE DETAIL FOR ASSEMBLY INSTALL PER MANUFACTURER'S RECOMMENDATIONS, INCLUDING FILL PAVING SCHEDULE IMAGE ,' i i DIC RT LANDSCAPE ARCHITECTURE �. '();' '{:-.....- DIAL TOLL FREE 1 -600 • 422 -1133 AT L::A3T w;o 0,A,''3OEFDRE YOll DIG UNDERGROUND SFRVICE ALERT OF S0UT�ERN CALIFORNIA 6 507 3011i Slreet 1-:,1 __ _ l_ /F ___ _ l'--lewport Bcoch, CA 92663 @ 949.675.9964 ® mis-la.com 2 r·: u-1\ •'--- 1 - ll.1\NIJ�'.:°,\1°1,: l\ll"�;C\11• \11:�T -'L,\1',, l•'Clll ,Jrf-e tRS0/:1 C:TREEJ HOMES ' : \ ' (. 1 !__:: 2.502-2518 J[,C-F[RSON ST. CA.RLSiJAD, CA 92C08 -- i I''' c·Rc'.F- 1· UESCRlf" I 11•1 [:!'\TE I \J Tl,>L :)IHLI-: ,\l-I;I,2()1/Al CONSTRUCT1OI'--'-1OTES & a:;Vlz::: NS __ NS. -f)/] - 1.I q /zep 55L-6L @ -·--1 I ---, [";A TF. l)f' SICN:::R Cl I Uif::12/?'J.j_')_/; ! .. L ----·- '-JI IIAI c ,! ~:I -K l) BY: < \/\-\/[! [_j y. ' .. ·,, ,' ,... ,i f<!\:/ i:_; ;...._., /, ' ) /-\/\/ OJ:-' (' ·,T)[ '"'1 1, ·,1) \._ l \ L 1~ . _ j [c TW24_: 0;()~)4[ ~EV?>!24 -001 21 \ 1 :: is:,\ /, I '-,i :.: , !LPC2025--00l 5 ··---·-----·· - 1.\! 12/22/26 DI\\_i RT rn JIAL -OLL FREE 1-800-422-4133 AT '_Ei\ST TWO OMSBEFORE YGU U1G IJNDEFGROUND SER'/ICE ALERT 0' SOUT-ERN CALIFORNl/1 PRODUCT: 8" X 8" X 16' CMU BLOCK MANUFACTURER: ORCO PH: (714) 932 -7125 CONTACT: ABDOL BAHRAMI COLOR/ FINISH: NATURAL GRAY PRECISION GROUT: NATURAL GRAY COMMENTS/ NOTES: •INSTALL PERMANUFACTURERRECOMMENDATION (f0 CONCRETE BLOCK PRODUCT: 8" X 2" X 16" 12" X 2" X 16" MANUFACTURER: ORCO PH: (714) 932-7125 CONTACT: ABDOL BAHRAMI COLOR/ FINISH: NATURAL GRAY PRECISION GROUT: NATURAL GRAY COMMENTS/ NOTES: •INSTALL PERMANUFACTURER RECOMMENDATION (�) CONCRETE BLOCK WALL CAP PRODUCT: EL DORADO STONE MANUFACTURER: MANUFACTURED STONE SUPPLY PH: (810) 671 -0040 COLOR/ FINISH: CUT COARSE STONE COLOR: SEASHELL COMMENTS/ NOTES: •INSTALL PERMANUFACTURERRECOMMENDATION (£) STONE VENEER LANDSCAPE ARCHITECTURE ('.) 507 30th Street Newport Beach, CA 92663 W 949.675.9964 '""' ,zy mjs-lo .corn 3 i I J[c·.;-�e��c1\J s1,;:;:ct-:- h' '- ,, I 25C2-2.518 ..,iC/.,,---[,,?SOt-l ST. c;'<J?LSOAC, 1_�� 92008 I' • 'I I ' NS NS 00 MATERIAL BOARD i I i1 :T2024-0004 Ofi/2024 ;_pc202s-oo:s 00i2 I • . , , i • I I 2-"19-2'..i ---r:;:;;:_:--·-..... ' -----<0,1.Y 01-:~,._\\ 552-6!__ s M 3 I 0m I 0.; "() ------ P.A. I, C:\DRAV,ING r1LES\TITLE SHEETS\)(>':Oe:OWG 7/20/2019 ADJACENT RESIDENTIAL -"\, 1-----., PROPERTY LINE -< J.2 I <.__,./ NORTH 0 4' 8' SCALE: I /8" = I '-0" 16' I I I I P.A. P.A. p.A,-; I 2.2 B 2.2 B � .~P.A.= I C 2.2 B =· I ...J=,':-�/::,__,2--2.2 B -_j__ -�b _;''!el 7.r--·-3.1 JC P.A. <t F" z_w o--"' VJ N I w "" �f- -I z --w zu "<t <t IZ :::; w "- I "-I CONSTRUCTION CALLOUT$: MASONRY DETAIL/ SHEET �CMU RETAINING WALL B, , IO 1\_j SHEET 7 r-, CMU BIOFILTRATION PLANTER C '�-�) SHEET 7 FLATWORK DETAIL/ SHEET -I A, (2.0) PEDESTRIAN CONCRETE PAVING � SHEET 6--'' VEHICULAR CONCRETE PERMEABLE PAYERS F, I 2. I I \._/ SHEET 6 ,-, PEDESTRIAN CONCRETE PAYERS C, I 2.2 I \-•SHEET 6 /-'\ METAL EDGING D, I 2J I '--/ SHEET 7 (�, SYNTHETIC TURF A, \�/ SHEET 8 METAL /GLASS/ WOOD DETAIL/ SHEET '' JO" HT VINYL PRIVACY FENCE A, I )QI \.._/SHEET 7 ,-, 42" HT. VINYL PRIVACY FENCE A, I 3, I;' '-SHEET 7 ,-, 60" HT. VINYL PRIVACY FENCE A, 1321 \,�j SHEET 7 FIRE LADDER PAD NOTE: ABBREVIATION LEGEND: -,,-,-- 1 I 1 I I I LADDER PAD TO MEET REQUIREMENTS PER THE CITY OF CARLSBAD FIRE DEPARTMENT. i>--J_!_�i, / \ 'I ALIGN F.O.W. FACE OF WALL MIN. MINIMUM L __ _;_ __ DJ((: RT rn DIAL TOLL FREE ff 1 -800 -422 -4133 l/ AT LEAST TWO DAYS ,!. • BEFORE YOU DIG CLR CLEAR CENTERLINE MAX. MAXIMUM <i p A. PLANTER AREA EQ. EQUAL R= RADIUS EQUAL F.O.C FACE OF CURB RL REFERENCE LINE CONSTRUCTION TYP. ,--I 1.0 \ CALLOUT � \J REFERENCE NOTES: FOR CONSTRUCTION NOTES SEE SHEET 2 FOR PAVING SCHEDULE SEE SHEET 2 TYPICAL POINT OF BEGINNING I. 2. 3.FOR CONSTRUCTION SPECIFICATIONS SEE SHEET 9 FIELD VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION GENERAL SITE IMPROVEMENTS [iJ CURB/ GUTTER per CIVIL ENGINEER 0 TRANSFORMERS pee DRY UTILITYCONSULTANT 157 TREE WELL per CIVIL ENGINEER l2.J PAVING pee OTHERS 0 EXISTING POWER POLE AND OVERHEADUTILITY LINES PAVING SCHEDULE /�\ 'A' �f PEDESTRIAN CONCRETE PAVING ,-, ' B ' \._.I PEDESTRIAN CONCRETE PAVER 1-, , CI \-) VEHICULAR PERMEABLE PAYERS /-"\ SYNTHETIC TURF, DI \, / LANDSCAPE ARCHITECTURE (=) 507 30th StreetNewport Beach, CA 92663 @ 949.675.9964 [TI ABOVE GROUND UTILITY TO BESCREENED 0 PARKING STALL per CIVIL [TI UNDERGROUND UTILITY LINE perOTHERS [a] CONCRETE STEP per CIVIL [iol BIO-FILTRATION PLANTER pe,· CIVIL i-.' ,I ;' ii -- --- r I UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ® mis-la.com • \ I ! 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FACE OF CURB � CONSTRUCTION TYP. @ � CALLOUT REFERENCE NOTES: I.FOR CONSTRUCTION NOTES SEE SHEET 22.FOR PAVING SCHEDULE SEE SHEET 2 FACE OF WALL MINIMUM MAXIMUM PLANTER AREA RADIUS EQUAL REFERENCE LINE TYPICAL POINT OF BEGINNING 3.FOR CONSTRUCTION SPECIFICATIONS SEE SHEET 9 FIELD VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION fa / � \ I I -\ I'J /' l LANDSCAPE ARCHITECTURE 0 507 30th Street Newport Beach, CA 92663 @ 949.675.9964 t- ,\I J' v,\ )Vv'I--, B v: NS CHKQ t)V· NS < Y: _OD X t�U, CT2024-0004 0[V2024-0012 LPC2025-0015 CA 92008 552-6L 1-Vl C - / ' : ' -\' ;\f--+--j, I 0 ---'j (' r '-I " I , .. ·~·----; / I ' I I! I \ ! ol, ct: a.. I v r -- I I L I ' --- L rr "ti::: 17:'.i -D .tr:'. J2 1"1::'. 1-, I- F2::J2 ~ F2:i .1t p.; ~ ~ p] :LI ~ ~ h :;:,~ -rr R rr: Ji :LI ;::LI :LI t l'.:1]'2:IJ~.1:IJ17-•~ f-::: -f I , l. ,...-t:1 h J.. J_ ..J ~ :'::lJ:':[ :'.:! .,.., n i.r i.r c::[ :;:,...· L_ . I , __J - PROPERTY LINE 4' 8' I _l__H-~-~ I ; per CIVIL I I ' I -~'if-' I I, 6'TYP. I ~ ' - I I I I I' I: I: I G't°'. -·~ I per CIVIL 1_.. ~ I b ''S" -_ II I l'-6" ,, , .., _J < i= " z_ w ' o--,,., v, N I w ' ct: ~ I--I z .. wZ u 0.. << 0 < w I UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ~------ 1 1-t- +- +- +- +- X' • • ;] 2/22/2_6 e mjs-l a.com t CA /\ T Al CA ; [ f\ 5 ( ,' \, C) I C -~ J~ \i\ \ \ \ L,\\;);:,C,\ '~ II 'IWll'\IF't\ ' \\:' ·o.,· JEFFERSON STREET HOMES 2502-2518 JEFFERSON ST. CARLSBAD, DIMENSION PLAN � ' ' " ' "& ' SECTION -SAWCUT SCORE JOINT SECTION -SAWCUT CONTRACTION JOINT LEGEND: I. CONCRETE PAVING per PLANS 2.�" WIDE SAWCUT JOINT 3.FINISH SURFACE per CIVIL ENGINEER 4.COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 5.REINFORCEMENT per GEOTECHNICAL SOILS REPORT 6.3/ 16" WIDE SAWCUT CONTRACTION JOINT. JOINT DEPTH SHALL BE 1/3DEPTH of CONCRETE PAVING. LOCATE CONTRACTION JOINT SO AS to FORM. AS NEAR AS POSSIBLE. 8' to12' SQUARE PAVING SECTIONS.SAWCUT JOINTS AS SOON AS POSSIBLE, NO LATER than 8 to 24 HOURS after PAVING INSTALLATION and WHILE THE CONCRETE is STILL PLASTIC. NOTES: A.REFER TO PAVING SCHEDULE SHEET 2 FOR COLORS AND FINISHESB.REFER TO CONSTRUCTIONPLANS FOR LOCATION OFJOINTINGC.REFER TO GEOTECHNICALREPORT FOR STEELREINFORCEMENT ANDSUB-GRADE PREPARATION ' fil 6' () 0 a:'. "w W "- a:'. I' 86' () 0 a:'. "w W "- a:'. ' SECTION at PLANTING AREA @ SAWCUT SCORE JOINT & CONTRACTION JOINT 611 = 1 1 -011 @ PEDESTRIAN CONCRETELEGEND: I. 2. 3. 4. 5. 6. 80 MM THICK MIN. PRECAST CONCRETE PERMEABLE PAVER. SEE PAVING SCHEDULE. 2" THICK BEDDING COURSE. NO. 8 AGGREGATE (WASHED) 4" THICK NO. 57 STONE OPEN-GRADED BASE (WASHED) !"MAX.OPEN JOINT. NO. 8 WASHED AGGREGATE IN OPENINGS FINISH SURFACE PER CIVIL COMPACTED SOIL SUBGRADE PER GEOTECH. SOILS REPORT. SLOPED TO DRAIN PER CIVIL 7.MIRAFI 140N NON-WOVEN GEOTEXTILE FABRIC 6" MIN. FOLD UP AT ALL VERTICAL EDGES. 12" MIN. HORIZONTAL FABRIC OVERLAY 8.FINISH GRADE PER CIVIL9.CONCRETE CURB PER CIVIL NOTES: A.FIELD PATTERN SHALL BE SET PER CONSTRUCTION PLAN LAYOUT B.INSTALL PER MANUFACTURERRECOMMENDATIONS _J > "' u a:'. w 0... �z OL a:, ' � VEHICULAR CONCRETE © PERMEABLE PAVER (ON GRADE)3 11 = C \DRAW1N:; FIL:':S\ TITLE SHEETS\):)()'.:<_ow:; 7 /1:i/2019 SECTION LEGEND: I. 2. 3. 4. 5. 6. 7. • • SURE-LOC STEEL LANDSCAPE EDGING. CONTINUOUS LAYOUT PER PLAN. INSTALL per MANUFACTURER'S SPECIFICATIONS. MODEL: 1\" x 4"x 16' / COLOR: BLACK ANCHORING SPIKE -TO LOCK INTO PREFORMED LOOPS ON THE EDGING -PER MANUFACTURERS SPECS SYNTHETIC TURF. SEE SEPARATE DETAIL FOR ASSEMBLY. FILTER FABRIC PER DETAIL FINISH GRADE: 1/i" BELOW F.S. FOR TURF AREAS I,½" BELOW F.S. FOR SHRUB AREASCOMPACTED SUB-GRADE PER GEOTECHNICAL REPORT COMPACTED SUBGRADE PER GEOTECHNICAL REPORT PLANTER SOIL MIX 1·-o11 @ METAL EDGING (ON-GRADE)3 11 = 1 1-011 l I • 12/22/26 J/. �= 1-l�JI I _;\ ,_SICk['? (1 ',//(\' ,,, '1' 5i 6' () 0 a:'. "LJ.J w"- a:'. SECTION at VERTICAL SURFACE -I ---- 1, I! LEGEND: I. CONCRETE PAVING per PLANS 2.FINISH SURFACE per CIVIL ENGINEER 3.FINISH GRADE:•½" BELOW F.S. FOR TURF AREAS•I½" BELOW F.S. FOR SHRUB AREAS 4.REINFORCING per GEOTECHNICAL REPORT (CONTINUOUS) and CENTERED IN SLAB 5.1/a" RADIUS AT PAVING EDGE 6.COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 7.1/2" WIDE SEALED ISOLATION JOINTS SHALL BE INSTALLED in LOCATIONS WHERE PAVING ABUTS WALLS, COLUMNS, CURBS and OTHER POINTS of RESTRAINT INCLUDING DRAINS, MANHOLES, UTILITY BOXES/COVERS, STEPS etc. JOINTS SHALL INCLUDE EXPANSION BOARD, BACKERROD, and SEALANT WITH FAIRMOUNT MINERALS 'SPECTRAQUARTZ' COLORED QUARTZ to MATCH CONCRETECOLOR8.VERTICAL SURFACE9.PLANTING SOIL MIXI 0. CLASS 2 ROAD BASE COMPACTED TO 95% COMPACTIONAS PER GEOTECHNICAL SOILS REPORT NOTES: A.REFER TO PAVING SCHEDULE SHEET 2 FOR COLORS AND FINISHES B.REFER TO CONSTRUCTION PLANS FOR LOCATION OF JOINTING C.REFER TO GEOTECHNICAL REPORT FOR STEEL REINFORCEMENT AND SUB-GRADE PREPARATION i/(i\i ·\, I 3 II = 1 1-011 507 301h Slreet Newport Beach, CA 92663 949.675.9964 mis-la.com - - I \JI I I,-'\ -- 6 I I ' L;\f\lJ�C'Al )I l�.'PR0V-1:\ll\l\T j lf,1\1\� 1'01·( J[cT[RSCl'J ST"[[T HC1V[S 2502-2513 JE.TcE'°SON ST CAr'LSBAO CA 92008 f /.I.I, I I CONSTRUCTION DETAILS NS . i ', l.11 ,.I\ J,ry_;;;____ CT?0/4-0004 OE\/2Q2LL 0012 D_Q__ L,°C2025-00/5 Ir: 0 a: c.. UJ UJ c.. er: c:i UJ l:J . SECTION " ',' • I • a • " 4 0 -0-0 -0-- r,..~DSCAPJ:· --~----"I ,1; --ii'l l~ Dc/'-.:.,'rc_. t'--1._/ 'Y , -\. , f \ ·_ ·, < C -- _, __ 7,,,11 NI IIA _/I', I I ,\ ,' ,' / / 1 I \ j-\_,/r 11 I·: I ' I ' I , I 'I .552-6L . . l 2 1---+-1-Lt:::-----------------------F,=1---_,-.,,_1 __ ->!c ·� I 6 1 /2" l }----.::':::. NOTE: 31--� 4 1---1--i-- y ' ' COLORS AVAILABLE W1IlTE & IAN L_J SCALE: NTS UNLESS NOTEU , X LEGEND l.DO:VIED CAP. I I I I I I I I I• I I • II Ii � jto" 2.1" X 6 l/2" TOP & BOTTOM RAIL3.s•· X 5" VINYL POST..J I" X 8" I&G PANELS. 5.10" X 2.J" DOMED CONCRETEFOOTING a Z � :s 6 c... a (<'. N UJ 'Sj" c... ' ' . FW-VINYL PRIVACY FENCE LOCAHON: .-\.�AHEilf Rf\'l:RSIDf. DETAIL NO 1��-.. v .... -.0 .. 0 .. 1 __ --1 WEBSITE LICENSE NO. 299964 W'IVW.FENCEWORKS.US 5"X 5" PVC POST 1 ½"POST r..PVC RAIL 60" 1111----'--\ \r-.---.-.--.---,--l [7!/f-.--,-,-� I I I I I I I I I I I I I I I I I I I I I I I I I II I PHONE NO (800)350-5620 PVC 5"X 5" SLIPS OVER EASY BRACKET FRES'°'O P.--\.L:\ID,\LI :\L.\c."'I.JECA SA,CRA\\fE;'iTO BAKERSFIELD S.--1 .. .'rT.-\. PAUL.-\ FALLBROOK -t-�---t•��-----lu 'YY BRACKET ATTACHMENT DETAIL AVAILABLE THROUGH FENCEWORKS INC. 1-800-350-5620 DETAIL NAME: I u GALVANIZED BRACKET FROM BLOCK WALL TO VINYL FENCE PHONE# l rn----i 2 i------l 3 I+-----< 4 L GRADE AVAILABLE THROUGH FENCEWORKS INC 1-800-788-5620 INC. 1 -EASY BRACKET (6 PCS) 800-427-0882VINYL EASY BRACKET WALL ATTACHMENT RIVERSIDE OCEANSIDE ANAHEIM PALMDALE MENIFEE BAKERSFIELD SANTA PAULA EL CENTRO DETAIL NO. @ VINYL PRIVACY FENCE C: \DRAWING FILES\ TITLE SHEETS\XXXX.DWG 7/20/2019 NOTES: A 8. C REFER TO CONSTRUCTION PLANS FOR LOCATION OF VINYL FENCE AND HEIGHT CONCRETE FOOTINGS TO BE POURED CLEAR OF ADJACENT FOOTING OF RETAINING WALL. REFER TO CIVIL PLANS FOR RETAINING WALL LOCATION AND DETAIL ALL VINYL FENCING COLOR TO BE TAN 311 -I 1-011 DETAIL NAME: a Z � :s 6 c... a (<'. N UJ 'Sj" c... RAILS HAVE CUT OUT FOR • X 6 TO SLIDE IN AVAILABLE THROUGH FENCEWORKS INC. 1-800-350-5620 2"X 7" OR 1-1 /2" X 5-1 /2" PVC TOP AND BOTTOM RAILS �-c::::e:•:::l;J·:� .. T-HINGE =::_;TF=tT=tT=t-==;=:.:;:.==-::=:..:l I ,.,.,, -1 9 ,, f----- � 2" 16GA PREGAL V POWDER COATED UPRIGH-OR 2"X 6"PVC UPRIGHT v--1"X 6" T & G _," PVC BOARD ..L _ ....... __ ..._ __ . . • 1:1 \ 0 t;J \_SQ METAL INSERT WELDED TO UPRIGHT AND TEX SCREWED AT RAILS PHONE H FW-PVC PEDESTRIAN GATE RIVERSIDE OCEANSIDEANAHEIM PALMDALE MENIFEE BAKERSFIELD SANTA PAULA EL CENTRO DETAIL NO. 800-350-5620 V-004 @VINYL PRIVACY GATE .0l(QA �RT "' \"-. .., .., .. --\ ' T.t.1 \ DIAL TOLL FREE 1 • 800 -422 • 4133 AT LEAST T\NO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA -LANDSCAPE ARCHITECTURE 6 507 30th Street Newport Beach, CA 92663 @ 949.675.9964 ®mis-la.com f-:ll __ _ RE\/IE\lcI BY U<P. ___ _ t�===--=t-L=--=---_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_---++ -=====+�=====r�=====t==�=1 ;::::1 ·0�7�i:.c�I iii �Ti5C�' �IT�)�' i'�?�\r�,:,�1ir;�CD�t�f='=:,:;�S=' D=A=D==I r--::::::==::::-------J IIANIJ�C:APF: IMPROVF:Ml"NT i o t,ANS FO:'<· "�5:-oscA(t� JEFFERSON STREET HOMES • • :�'"" 0£*◊ I 2502-2518 JEFFERSON ST CARLSBAD, CA 92008 (/,\�- CONSTRUCTION DETAILS E==�=+===============±==r==3===� �Ac'��,,�UVE�J� �==i=-= 11_ ,/�/--��-=== 1�1 l'AI P Mn111,:.: �J1/_0/__VL(r_ -----z./q(z� C \/",,' 1\1 13 v • /\/ c: CHKJ UY NS F \/WD BY: n.,..., I°1\U .. 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"- _J > u ct'. w "- � I 5 I----------..._ \..J �� r--0 � (2,.i-i ELEVATION ELEVATION © BIOFILTRATION PLANTER WALL (ON GRADE) C: \DRA'A'IMG FILES\TITLE 'cHC:ET5\xno: Dtl(; 7/'20/?i.19 NOTES: LEGEND: I. 2. 3. 4. 5. 6. CONCRETE FOOTING OF RETAINING WALL PER CIVIL COMPACTED SUBGRADE PER GEOTECH REPORT RETAINED SOIL FINISH GRADE PER CIVIL CMU RETAINING WALL PER CIVIL DETAIL SEE MATERIAL BOARD NSHEET 3 FOR MATERIAL SPECIFICATION 2" THICK PRECISION CAP. SEE MATERIAL BOARD B/SHEET 3, FOR MATERIAL SPECIFICATION 7.FINISH SURFACE/ADJACENTPAVING. SEE CONSTRUCTION A.FOOTING TO BE POURED AGAINST UNDISTURBED SOIL ORRECOMPACTED SOIL PER SOILS REPORT. B.FULL HEIGHT EXPANSION JOINT LOCATIONS per CIVIL ENGINEER 3/411 LEGEND: I. CONCRETE FOOTING PER CIVIL 2.COMPACTED SUBGRADE PERGEOTECH REPORT 3.BIOFILTRATION PLANTER SOILPER CIVIL 4.FINISH GRADE PER CIVIL5.DRAIN PER CIVIL6.CMU BIOFILTRATION PLANTERWALL PER CIVIL DETAIL SEEMATERIAL BOARD NSHEET 3 FOR MATERIAL SPECIFICATION 7.STONE VENEER. SEE MATERIAL BOARD C/SHEET 3. STONE TO MATCH ARCHITECTURE SPECIFICATION 8.FINISH SURFACE/ADJACENT PAVING. SEE CONSTRUCTION PLAN 9.PRECAST CAP per MATERIAL BOARD B/SHEET 3 NOTES: A.DETAIL PROVIDED FOR FINISH OF PLANTER WALL ONLY. B.BIOFILTRATION PLANTER TO BE CONSTRUCTED per CIVILENGINEERING DETAIL C.REFER TO CIVIL ENGINEER PLANS FOR ALL WALL HEIGHTS 3/411 I 1-011 I 1-011 LEGEND: I. 2. 3. 4. 5. 6. 7. 8. 9. SYNTHETIC TURF SEE PAVING SCHEDULE LC.A FOR PRODUCT INFORMATION. NOTE: INSTALL PER MANUFACTURERS RECOMMENDATIONS. TURF SHALL PROVIDE A STABLE, FIRM AND SLIP RESISTANT SURFACE AND HEIGHT OF TURF/ PILE SHALL NOT EXCEED.½". CAMOFILL SAND. AVAILABLE THRU IMPERIAL TURF (909-638-9214). TO BE INSTALLED AS INFILL INTO THE TOP THATCH OF THE SYNTHETIC TURF AT 2 LBS. PER S.F AND LEVEL WITH ADJACENT PAVING. PLASTIC STAKE. AVAILABLE THRU EPIC PLASTICS. INSTALL PER MANUFACTURERS RECOMMENDATIONS I" LONG RUST PROOF STAPLES at 12" O.C. SPACING l-l/2"xl-l/2"xl 2" SYNTHETIC TURF EDGE NAILER BOARD AROUND THE ENTIRE PERIMETER . AVAILABLE THRU EPIC PLASTICS. MOUNT i" BELOW ADJACENT FINISHED SURFACE. 2" MIN. -4" MAX. DEPTH ROMEX TRASS PERMEABLE DRAINAGE BED. AVAILABLE THRU ROMEX SYSTEM (CONTACT: HENRI HILLMANN. 866-766-3963). INSTALL PER MANUFACTURER'S RECOMMENDATIONS. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT. SLOPE TO SUB-SURFACE DRAINAGE PER CIVIL VERTICAL SURFACE EDGE per PLAN -CONCRETE MOW CURB, METAL EDGING, CONCRETE PAVING, SITE WALL, BUILDING FOUNDATION, ETC. MIRAFI 140N NON-WOVEN GEOTEXTILE FABRIC. 4" MIN. FOLD UP AT ALL VERTICAL EDGES. 12" MIN. HORIZONTAL FABRIC OVERLAY r-0 I I SECTION ri:\ SYNTHETIC TURF \ty at DOG RELIEF AREA 311 I 1-011 DI({� RT " DIAL TOLL FREE 1 -800-422 -4133 AT LEAST T\\'0 D.A.vS •:---.-B:FORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA LANDSCAPE ARCHITECTURE 8 507 30th Street Newport Beach, CA 92663 @ 949.675.9964 ® mjs-la.com 8 \ . ;, ', i \. / / \ 1 !,,1\1\1):-;('.,\PI-: IMF-(()\/)1:\-11:1\'I' ll,,/\N� ,'C) {: JIC_FFERSOI✓ STREET I-IOME.'S 2502-25"iC J'Ci/CRSO/'-i ST, CAR!_S:JAD, CA 92008 ---CONSTRUCTION DETIALS 'I I I, I -/1 �: ' . _/j_S___ � '/ _ t,.'.S_____ CT2024-0004 C£\/2C24-0072 ·__[J]__ LPC202"-0015 552-6L _J > u er: LJ.J Cl.. _J LJ.J /~ ~~ -~- L [ C -l J[ ~~~---,---------------j __ 1= ~ 0 )----,'---k-~c==-j -----j ,,,, :,..; I(] I A.GENERAL NOTES I.BIDDING: IT SHALL BE THE OWNER'S RESPONSIBILITY IN INVITING AND OBTAININGBIDS SETTING ITS PROVISIONS AND INSTRUCTIONS TO BIDDERS, SECURING THEIRBONDS AND WORKERS COMPENSATION INSURANCE CERTIFICATES, ETC. TO FULLYENSURE THE QUALITY AND TIMELY COMPLETION OF THE PROJECT. 2.SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR. MATERIALS, EQUIPMENTAND SERVICES NECESSARY TO FURNISH AND INSTALL ALL ELEMENTS AS SHOWN ONTHE DRAWING AND SPECIFIED HEREIN. 3.PLAN VERIFICATION:: THE DRAWING AND SPECIFICATIONS REPRESENT THE FINISHCONSTRUCTION PRODUCT. THESE DOCUMENTS MAY CONTAIN ERRORS, OMISSIONS,CONTRADICTIONS, ETC. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTSTHOROUGHLY AND SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNERIMMEDIATELY UPON ANY SUCH DISCREPANCY. GOVERNING CODES SHALL THENAPPLY. 4.LICENSE: THE CONTRACTOR SHALL BE A CALIFORNIA LICENSED CONTRACTOR. 5.UNIFORM BUILDING CODE: ALL CONSTRUCTION WITHIN THESE DRAWINGS SHALLCONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE AND ALLAPPLICABLE GOVERNING CODES AND ORDINANCES. 6.FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITECONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALLBE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 7.DIMENSIONS: ALL SCALE DIMENSIONS ARE APPROXIMATE. WRITTEN DIMENSIONS ONDETAILS AND PLANS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 8.METHODS OF CONSTRUCTION: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALLCONSTRUCTION METHODS, MEANS, SEQUENCES, PROCEDURES AND TECHNIQUES.THE LANDSCAPE ARCHITECTURAL FIRM IS NOT LIABLE FOR CONSTRUCTION METHODS. 9.UTILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATIONOF ALL UNDERGROUND UTILITIES, ELECTRICAL CABLES, CONDUITS, AND IRRIGATIONLINES PRIOR TO ANY CONSTRUCTION, SO THAT PROPER PRECAUTIONS MAY BE TAKENNOT TO DAMAGE SUCH IMPROVEMENTS. I 0. PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ALL PERMITS, FEES AND AGENCY INSPECTIONS AS REQUIRED. 11.SHOP DRAWINGS: SHOP DRAWINGS SHALL BE SUBMITTED BY THE CONTRACTOR FORTHE CLARIFICATION OF ALL DESIGN CONCEPT DETAILS, IF REQUIRED BY OWNER ORGOVERN I NG AUTHORITY. 12.LIABLE FOR DAMAGE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGECAUSED BY ITS OPERATIONS TO UTILITIES, PLANTING, CONSTRUCTION, PERSONS,PROPERTY, ETC. AND SHALL PROVIDE PROTECTIVE MEANS TO GUARD AGAINSTDAMAGE. 13.LIABLE FOR ENCROACHMENTX: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANYENCROACHMENT ONTO ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS,SETBACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED ORUNMARKED. 14.SITE MAINTENANCE: CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AND FREEFROM RUBBISH AND DEBRIS. ALL DEBRIS SHALL BE REMOVED FROM SITE PER LOCALCODE AND ORDINANCES. 15.SAFETY: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAININGAND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS DURINGCONSTRUCTION. 16.MATERIALS: ALL MATERIALS AND EQUIPMENT SPECIFIED IN THESE DRAWINGS SHALL BENEW AND IN PERFECT CONDITION WHERE INSTALLED. CONTRACTOR SHALL ALLOWAT LEAST 6-8 WEEKS FROM TIME OF PLACEMENT OF ORDER UNTIL DELIVERY ON ANYSPECIFIED ITEM UNLESS OTHERWISE NOTED ON PLANS. 17.SUBSTITUTIONS: DESIGN, MATERIAL, EQUIPMENT AND PRODUCTS OTHER THANTHOSE DESCRIBED OR INDICATED ON DRAWINGS MAY BE CONSIDERED FOR USE.APPROVAL FOR SUBSTITUTIONS SHALL BE OBTAINED FROM THE OWNER ANDLANDSCAPE ARCHITECT. ALL SUBSTITUTIONS SHALL CONFORM TO LOCAL CODESAND ORDINANCES. 18.GUARANTEE: ALL WORK PERFORMED BY CONTRACTOR SHALL BE GUARANTEED BYAS THE CONTRACTOR FOR A PERIOD OF ONE YEAR FROM THE TIME OF COMPLETION DIRECTED BY OWNER, OR UNLESS OTHERWISE SPECIFIED HEREIN. B.FIELD OBSERVATIONS I. 2. REQUIRED FIELD OBSERVATION WORK: THESE PLANS WERE PREPARED WITH THEUNDERSTANDING THAT THE OWNER OF SAID PLANS WILL USE MJS DESIGN GROUP TOPROVIDE 'FULL' CONTRACT SERVICES INCLUDING FIELD OBSERVATION SERVICESDURING CONSTRUCTION, FAILURE TO USE MJS DESIGN GROUP TO PROVIDE ANDCOMPLETE THE FIELD OBSERVATION SERVICES SET FORTH HEREIN WILLSIGNIFICANTLY INCREASE THE MISINTERPRETATION OF THE INTENT OF THE DESIGN.UNAUTHORIZED MODIFICATIONS THERETO, AND FAILURE TO DETECT ERRORS ANDOMISSIONS IN THE PLANS AND SPECIFICATIONS BEFORE THEY BECOME COSTLYMISTAKES BUILT INTO THE PROJECT. THEREFORE, IN THE EVENT THAT MJS DESIGNGROUP 15 OTHERWISE PRECLUDED FROM COMPLETING THE FIELD OBSERVATIONSERVICES SET FORTH HEREIN, THE OWNER. OR SUBSEQUENT OWNER (INDIVIDUALS ORCORPORATIONS WHO HAVE PURCHASED THESE PLANS WITH THE PROJECT), AGREESTO HOLD HARMLESS, INDEMNIFY, AND DEFEND MJS DESIGN GROUP AND THEIRCONSULTANTS FROM AND AGAINST ANY AND ALL CLAIMS. FIELD OBSERVATION COORDINATION: THE FOLLOWING OBSERVATIONS SHALL BEINITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOBSUPERINTENDENT). THE CONTRACTOR SHALL NOTIFY THE OWNER (JOBSUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY-EIGHT (48)HOURS IN ADVANCE OF ANY OBSERVATION. CONTINUED WORK WITHOUTOBSERVATION OF THESE PHASES OF WORK IS AT THE CONTRACTOR'S RISK, WITH ANYREQUIRED CHANGES OR MODIFICATIONS TO BE AT CONTRACTOR'S EXPENSE THEOWNER (JOB SUPERINTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT AS TOTHE PURPOSE AND TIME OF THE OBSERVATION FORTY-EIGHT (48) HOURS INADVANCE. 3.JOB SITE MEETINGS AND REQUIRED INSPECTIONS: A.PRE-JOB MEETING ON SITE. PRIOR TO COMMENCEMENT OF WORKB.DURING SOIL PREPARATION FOR PLANTING AND IRRIGATION.C.CONSTRUCTION STAKING AND LAYOUT OBSERVATION.D.ROUGH CONSTRUCTION PROGRESS OBSERVATION (FORMING, ETC.).E.AT COMPLETION OF SOIL PREPARATION.F.PRESSURE TEST IRRIGATION, MAINS AND LATERALS.G.COVERAGE OF IRRIGATION SYSTEM.H.COMPLETION OF WEED CONTROL.I.PLANT MATERIAL SPOTTING CHECK.J.GRADING CHECK PRIOR TO GROUNDCOVER.K.COMPLETION OF PLANTING.L.30 60 & 90-DAY MAINTENANCE INSPECTIONS.M.FINAL OBSERVATION/PROJECT CERTIFICATION. C.DRAINAGE NOTES I. 2. 3. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENTAND SERVICES FOR THE INSTALLATION OF A SUBSURFACE DRAINAGE SYSTEM. LICENSE: THE DRAINAGE CONTRACTOR SHALL BE A C-27 LICENSED LANDSCAPECONTRACTOR OR LICENSED PER APPROPRIATE LOCAL CODES. UNIFORM BUILDING CODE: ALL DRAINAGE CONSTRUCTION SHALL CONFORM TO THECURRENT EDITION OF THE UNIFORM BUILDING CODE AND ALL APPLICABLEGOVERNING AGENCIES. 4.APPROVALS / CERTIFICATIONS: THE CONTRACTOR SHALL INITIATE AND COORDINATETHROUGH THE OWNER ALL REQUIRED AGENCY APPROVALS. CONTRACTOR SHALLCOOPERATE WITH THE OWNER AND OWNER'S ENGINEER FOR LINE AND GRADEINSPECTION. 5.FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITECONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BENOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 6.UTILITIES: CONTRACTOR SHALL LOCATE AND TAKE ALL PRECAUTIONS NECESSARY TOPREVENT UNDERMINING AND DAMAGE TO EXISTING UTILITIES. 7.COORDINATION: CONTRACTOR SHALL COORDINATE WITH APPROPRIATE TRADES TOLOCATE PIPE (IRRIGATION, EXISTING DRAINAGE, ELECTRICAL, ETC.) INFRINGING WITHDRAIN AND DRAIN LINES LOCATIONS BEFORE STARTING WORK. 8.TRENCHING: PIPE TRENCH SHALL BE EXCAVATED STRAIGHT AND TRUE TO GRADE. INGENERAL THE TRENCH WIDTH SHOULD NOT EXCEED THE DIAMETER OF THE PIPE PLUSTWO FEET. TRENCH BOTTOM SHALL BE GRADED AND PREPARED TO PROVIDE A FIRMAND UNIFORM BEARING SURFACE THROUGHOUT ENTIRE LENGTH OF PIPE. 9.SUBGRADE: ALL SUBGRADE STABILIZERS FOR SUBSURFACE DRAINAGE SYSTEM SHALL BEPER STRUCTURAL SOILS REPORT JO. SWALES: SWALE LINE SHALL HAVE A 2% MINIMUM PITCH CONTINUALLY TO THE DRAIN INLET TO THE CATCH BASIN OR DISCHARGE POINT. SWALES SHALL HAVE A GENTLE UNIFORM CROSS PITCH WITHOUT ANY UNEVEN OR ABRUPT TRANSITIONS. 11.DRAINS: DRAIN INLETS OR CATCH BASIN SHALL BE LOCATED AT SWALE LOW POINTS.ALL AREA DRAINS, CATCH BASINS, ETC. SHALL CONFORM TO ALL SPECIFICATIONS ANDRECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURER. 12.DRAIN LINES: ALL DRAIN LINES SHALL BE 04" (UNLESS OTHERWISE SPECIFIED BYOWNER) SDER 35, OR APPROVED BY LANDSCAPE ARCHITECT NON-PERFORATEDTUBING, SOLVENT WELD ALL CONNECTIONS. ALL DRAIN LINES ON SLOPES TO BESCHEDULE 40 PVC OR APPROVED BY LANDSCAPE ARCHITECT. ALL DRAINAGE PIPESHALL BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS. ALL CHANGES INDIRECTION IN THE DRAIN LINE SHALL BE WITH 45" ANGLE FITTINGS. INSTALL DRAINLINE 12" BELOW FINISH GRADE MINIMUM, EXCEPT WHERE DRAIN LINES DAYLIGHT ATCURB. INVERT OF CURB DRAINS SHALL BE LOCATED MINIMUM OF I" ABOVE GUTTERFLOW LINE, AND SHALL HAVE A MINIMUM CLEARANCE OF 2" TOP OF CURB ANDTERMINATE AT LEAST I" BACK OF CURB FACE. DRAIN LINES SHALL BE INSTALLED WITHA 1% SLOPE FROM THE DRAIN INLET TO THE DRAIN OUTLET. 13.CONNECTIONS: ALL SUBSURFACE AND SURFACE DRAINAGE SYSTEMS SHALL BECONTAINED WITHIN THE PROPERTY IT SERVES ALL DRAIN INLETS SHALL BECONNECTED TO A CENTRALIZED SYSTEM WITH DRAIN OUTLET WHICH EXITS AT CURBFACE OR CONNECTS INTO STORM DRAIN SYSTEM PER CIVIL ENGINEER. 14.BACKFILLING: ALL BACKFILLING SHALL BE DONE IN ACCORDANCE WITH STRUCTURALSOILS REPORT. 15.INSTALLATION UPKEEP: INTERIOR OF PIPE SHALL BE THOROUGHLY CLEANED OF ALLFOREIGN MATTER PRIOR TO, DURING AND AFTER INSTALLATION. CONTRACTOR SHALLMAINTAIN THE PROJECT SITE THROUGHOUT THE PROGRESS OF THE WORK IN AREASONABLE, DRY WORKABLE CONDITION FREE OF SURFACE WATER. 16.DEFECTS: ALL DEFECTS IN DRAINAGE SYSTEM SHALL BE CORRECTED THROUGH THEGUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THESATISFACTION OF THE OWNER. C.CONCRETE NOTES I.SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR. MATERIALS, EQUIPMENTAND SERVICES FOR THE INSTALLATION OF ALL CONCRETE FLATWORK INDICATED ONTHESE PLANS. 2.PLAN VERIFICATION: THE CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPEARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS. 3.LICENSE: THE CONCRETE CONTRACTOR SHALL BE A C-8 CALIFORNIA LICENSEDCONTRACTOR, OR A C-27 LICENSED LANDSCAPE CONTRACTOR IF CONCRETE ISAPPURTENANT TO LANDSCAPE WORK. 4.UNIFORM BUILDING CODE: ALL CONCRETE CONSTRUCTION SHALL CONFORM TOTHE CURRENT EDITION OF THE UNIFORM BUILDING CODE AND ALL APPLICABLEGOVERNING AGENCIES. 5.FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITECONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALLBE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 6.COORDINATION: CONTRACTOR SHALL COORDINATE WITH APPROPRIATE TRADES TOLOCATE PIPE SLEEVES, (IRRIGATION, DRAINAGE, ELECTRICAL ETC.), BENEATH OREMBEDDED IN CONCRETE BEFORE STARTING WORK. 7.SOIL PREPARATION: ALL EXCAVATION, GRADING, COMPACTION, ETC. SHALL BE INACCORDANCE WITH RECOMMENDATIONS OF THE STRUCTURAL SOILS REPORT. ALLSOIL MODIFICATIONS SHALL BE UNDER THE SUPERVISION OF A SOILS ENGINEER. 8.SUBGRADE: ALL SUBGRADE MATERIAL, SAND, CRUSHED AGGREGATE, ETC., AND THEIRCOMPACTION SHALL BE PER STRUCTURAL SOILS ENGINEER SPECIFICATIONS. 9.ROCK AND SAND SPECIFICATIONS: SAND AND AGGREGATE FOR CONCRETE SHALL BECLEAN, NATURAL MATERIALS CONFORMING TO ASTM DESIGNATION C33. I 0. WATER: WATER FOR CONCRETE SHALL BE CLEAN AND FREE FROM DELETERIOUS SUBSTANCES. 11.CEMENT: CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO CURRENTREQUIREMENTS OF ASTM C-I50, TYPE I OR TYPE II. CEMENT SHALL BE OF THE SAMEBRAND AND TYPE USED THROUGHOUT THE PROJECT. 12.MIXING: PROPORTIONING AND MIXING OF CEMENT, AGGREGATE, ADMIXTURE ANDWATER TO ATTAIN REQUIRED PLASTICITY AND STRENGTH SHALL BE IN ACCORDANCEWITH THE CURRENT EDITION OF THE ACI MANUAL OF CONCRETE PRACTICE AND THEPCA "DESIGN AND CONTROL OF CONCRETE MIXTURES". I J. COMPRESSIVE STRENGTH OF CONCRETE: ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,500 P.S.I. AT 28 DAYS WITH A SLUMP NOT TO EXCEED 4" CONFORMING WITH ASTM C-39. CONCRETE SHALL CONSIST OF A MINIMUM 5 SACI( PORTLAND CEMENT/SAND/GRAVEL MIX, CONFORMING WITH ASTM C-I SO. 14.CONCRETE FORMS: OWNER AND LANDSCAPE ARCHITECT SHALL APPROVE ALLCONCRETE FORMS PRIOR TO POURING FLATWORK. FORMS SHALL BE CONSTRUCTED ACCURATELY TO DIMENSIONS, PLUMB AND TRUE TO LINE AND GRADE. FORMS SHALL BE SUBSTANTIAL, MORTAR TIGHT, BRACED AND TIED SO AS TO MAINTAIN POSITION AND SHAPE DURING PLACING OF REINFORCING AND CONCRETE. FORMS SHALL BE THOROUGHLY CLEANED OUT BEFORE CONCRETE IS PLACED AND FORMS SHALL BE REMOVED WITHOUT DAMAGE TO CONCRETE. CARE SHALL BE TAKEN IN ALL DETAILS OF FORMING, SETTING, REINFORCING, MIXING AND PLACING ALL CONCRETE EXPOSED IN FINISH WORK TO OBTAIN SMOOTH, EVEN SURFACES OF DENSE CONCRETE, AND CLEAN SHARP INSIDE AND OUTSIDE CORNERS. FORMS SHALL REMAIN IN PLACE LONG ENOUGH TO ALLOW CONCRETE TO SET PROPERLY. 15.CONCRETE REINFORCING STEEL: CONCRETE, AS INDICATED PER PLANS, WITH STEELSHALL BE GRADE 60, DEFORMED BILLET STEEL CONFORMING TO ASTM A-6I5. LOCATEIN CENTER OF POUR TYPICAL WITH 2' MINIMUM CLEAR ALL EDGES. 16.WIRE MESH REINFORCEMENT: CONCRETE, AS INDICATED PER PLANS, TO HAVE 6 X 6# 10 WELDED WIRE MESH OR STEEL AS REQUIRED BY STRUCTURAL ENGINEER. LOCATEIN CENTER OR POUR TYPICAL WITH 2" MINIMUM CLEAR ALL EDGES. 17.THICKNESS OF CONCRETE: ALL CONCRETE FLATWORK SHALL HAVE A MINIMUMTHICKNESS OF 4". ALL THICKENED EDGES FOR CONCRETE FLATWORK SHALL BE PERPLANS. A 1/2" RADIUS, OR PER PLANS, SHALL BE PROVIDED AT ALL EXPOSED EDGESAND/OR CORNERS. 18.CONCRETE FINISH: FINISH COURSE SHALL BE BROUGHT TO THE PROPER GRADE ANDTO A UNIFORM SURFACE. CONCRETE COLORS AND FINISHES WILL BE PERCONSTRUCTION PLAN. ALL NATURAL CONCRETE WITH MEDIUM BROOM FINISH. 19.BROOM FINISH: BROOM FINISH (WHERE INDICATED ON DRAWINGS), AFTER FINISHTROWIELING, DRAW THE FOLLOWING BROOM TYPES ACROSS PERPENDICULAR TOTRAFFIC FLOW OR IN THE DIRECTION AS INDICATED ON THE DRAWINGS.•FINE BROOM • FINE OR SOFT TEXTURED BRISTLES•MEDIUM BROOM -MEDIUM STIFF BRISTLES•HEAVY BROOM -COARSE OR STIFF BRISTLES 20.ROCK SALT FINISH: APPLY ROCK SALT EVENLY OVER ENTIRE SURFACE JUST PRIOR TOFINISH TROWELING. PRESS SALT INTO THE SURFACE WITH TROWEL OR ROLLER SOTHAT SALT IS EMBEDDED JUST BELOW SURFACE LEAVING THE TOPS OF THE CRYSTALSEXPOSED. ALLOW CONCRETE TO CURE. FINISH SHALL BE LIGHT, MEDIUM OR HEAVYPER DIRECTION OF LANDSCAPE ARCHITECT. 21.RETARDANT FINISH: CONCRETE SURFACE SHALL BE EXPOSED USING LITHACHROMECONCRETE SURFACE RETARDER OR APPROVED EQUAL. APPLY IN ACCORDANCE TOALL SPECIFICATIONS AND RECOMMENDED INSTALLATION PROCEDURES OFMANUFACTURE, AGGREGATE FOR CONCRETE 60-40 PEA GRAVEL BLEND. 22.COLORED CONCRETE: COLORS PER CONSTRUCTION PLAN OR FINISH SCHEDULE.COLORS SHALL BE OF THE INTEGRAL TYPE MANUFACTURED BY L.M. SCOFIELDCOMPANY OR APPROVED EQUAL. SURFACES DIRECTED BY LANDSCAPE ARCHITECTSHALL BE SEALED WITH LITHOCHROME COLORWAX OR APPROVED EQUAL. APPLY INACCORDANCE TO ALL SPECIFICATIONS AND RECOMMENDED INSTALLATIONPROCEDURES OF MANUFACTURE 23.STAMPED CONCRETE: CONTRACTOR SHALL INSTALL STAMP CONCRETE PATTERNS TOCONFORM TO ALL SPECIFICATIONS AND RECOMMENDED INSTALLATION PROCEDURESOF MANUFACTURE, AND SHALL USE MANUFACTURE'S RECOMMENDED PATTERNS,TOOLS AND FORMS. CONTRACTOR SHALL USE RUBBER STAMPS OR AS APPROVED BYLANDSCAPE ARCHITECT COLOR HARDENER SHALL MATCH CONCRETE COLOR ANDBE APPLIED PER MANUFACTURE'S RECOMMENDATIONS RELEASE AGENTS, AS PER PLANS,SHALL BE APPLIED PER MANUFACTURER'S SPECIFICATIONS. 24.CONCRETE SAMPLE: CONTRACTOR SHALL PROVIDE OWNER WITH A 2' x 2' SAMPLE OFALL CONCRETE FINISHES & STAMP PATTERNS AS PER PLANS. SAMPLES SHALL BEAPPROVED BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO POURING FLATWORK. 25.CURING: CURE CONCRETE IN ACCORDANCE WITH REQUIREMENTS OF THE CURRENTACI MANUAL OF CONCRETE PRACTICE. 26.POSITIVE DRAINAGE: CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DRAINAGE,WITHOUT PONDING ON ALL CONCRETE SURFACES. ALL CONCRETE FLATWORK SHALLSLOPE MINIMUM I% AWAY FROM BUILDINGS, WALLS, ETC., IN THE DIRECTION OF SITEDRAINAGE. 27.CONCRETE JOINTS: CONTRACTOR SHALL INSTALL JOINTS AS NOTED OR PERSTIRUCTURAL ENGINEERS SPECIFICATIONS.• • CONCRETE WALKS (LESS THAN 8' -O"): A TOOLED CONTROL JOINT, AT 1/4 DEPTH OFCONCRETE, SHALL BE PLACED 5' -O" O.C. MAX .. AT ALL CHANGES IN DIRECTION AND AT ALL INSIDE CORNERS. EXPANSION JOINTS WITH PREMOLDED 3/8" ASPHALTIC JOINT OR ETHAFOAM FELT AS PER OWNER'S SPECIFICATIONS, SHALL BE PLACED 20' -0" 0.C. MAX. CONCRETE PAVING: A TOOLED CONTROL JOINT AT 1/4 DEPTH OF CONCRETE, SHALL BE PLACED AT PLUS/MINUS 40 SQ. FEET MAXIMUM, ALL CHANGES IN DIRECTION AND AT ALL INSIDE CORNERS. EXPANSION JOINTS WITH PREMOLDED 3/8'' ASPHALTIC JOINT OR ETHAFOAM FELT AS PER OWNER'S SPECIFICATIONS, SHALL BE PLACED AT :t 160 SQ. FT. MAX. 28.ADJOINING EXISTING CONCRETE SURFACES: CONCRETE DESIGNATED ON PLANS TOMEET ALL EXISTING CONCRETE WALKS. DRIVEWAYS ETC. SHALL BE FLUSH ANDINCLUDE AN EXPANSION JOINT BETWEEN THE SURFACES. 29.DEFECTS: ALL DEFECTS IN CONCRETE WORK SHALL BE CORRECTED AT THECONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. D.MASONRY NOTES I.SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS,EQUIPMENT AND SERVICES TO CONSTRUCT MASONRY STRUCTURES INDICATED ON THESE PLANS. 2.PLAN VERIFICATION: THE CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPEARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS. 3.LICENSE: THE MASONRY CONTRACTOR SHALL BE A C-29 CALIFORNIA LICENSEDMASONRY CONTRACTOR, OR A C-27 LICENSED LANDSCAPE CONTRACTOR IFMASONRY IS APPURTENANT TO LANDSCAPE WORK. 4.UNIFORM BUILDING CODE: ALL MASONRY CONSTRUCTION SHALL CONFORM TOTHE CURRENT EDITION OF THE UNIFORM BUILDING CODE, MASONRY DESIGNMANUAL AND ALL APPLICABLE GOVERNING AGENCIES. 5.FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITECONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECTSHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 6.COORDINATION : CONTRACTOR SHALL COORDINATE WITH APPROPRIATETRADES TO LOCATE PIPE SLEEVES, IRRIGATION, DRAINAGE, ELECTRICAL ETC.,BENEATH OR EMBEDDED IN MASONRY WALLS, BEFORE STARTING WORK. 7.SOIL PREPARATION: ALL EXCAVATION, GRADING, COMPACTION, ETC. SHALL BE INACCORDANCE WITH RECOMMENDATIONS OF THE STRUCTURAL SOILS REPORT.ALL SOIL MODIFICATIONS SHALL BE UNDER THE DIRECTION OF A SOILS ENGINEER. 8.ROCK AND SAND SPECIFICATIONS: SAND AND AGGREGATE FOR MASONRY SHALLBE CLEAN NATURAL MATERIALS CONFORMING TO ASTM DESIGNATION C-I44 ANDC-404. 9.WATER: WATER FOR CONCRETE SHALL BE CLEAN AND FREE FROM DELETERIOUSSUBSTANCES. 10.CEMENT: CEMENT SHALL BE PORTLAND CEMENT TO CONFORMING TO CURRENTREQUIREMENTS OF ASTM C-I50, TYPE I OR TYPE II. 11.CONCRETE BLOCK : MASONRY UNITS SHALL BE TYPE II UNITS CONFORMING TOASTM C-90 AND IN ADDITION THE REQUIREMENTS OF THE QUALITY CONTROLSTANDARDS OF THE CONCRETE MASONRY ASSOCIATION OF CALIFORNIA. SIZE,TEXTURE & COLOR SHALL BE SHOWN ON DRAWINGS. 12.EXECUTION: LAY MASONRY IN STRAIGHT COURSES IN RUNNING BOND, TRUE TOPLANE AND PLUMB WITHIN 1/8" IN 10 FEET. FACES OF MASONRY UNITS SHALL BEALL IN ONE PLANE. MAKE HORIZONTAL AND VERTICAL MORTAR JOINTS 3/8"THICK. TOOL ALL JOINTS FLUSH. CUT UNITS WITH MASONRY SAW. 13.MORTAR: MORTAR SHALL BE TYPE 'S' AND CONFORM TO ASTM C-270. UNIFORMLYMIX IN THE RATIO I PART PORTLAND CEMENT TO 1/2 PART HYDRATED LIME OT 3PART SAND. MORTAR TO MATCH COLOR OF BLOCK OR PER PLAN. 14.GROUT : GROUT SHALL BE A FLUID CONSISTENCY AND MIXED IN THE RATIO BYVOLUME, I PART CEMENT, 3 PARTS SAND, OR I PART CEMENT, 3 PARTS SAND, 2PARTS PEAGRAVEL. GROUT SHALL ATTAIN A MINIMUM COMPRESSION STRENGTHOF 2,000 P.S.I.@ 28 DAYS. 15.COMPRESSIVE STRENGTH OF CONCRETE: ALL CONCRETE SHALL ATTAIN AMINIMUM COMPRESSIVE STRENGTH OF 2,500 P.S.I. AT 28 DAYS OR PER STRUCTURALENGINEER'S RECOMMENDATIONS WITH A SLUMP NOT TO EXCEED 4"CONFORMING WITH ASTM C-39. CONCRETE SHALL CONSIST OF A MINIMUM 5SACK PORTLAND CEMENT/SAND/GRAVEL MIX, CONFORMING WITH ASTM C-I50. 16.MASONRY REINFORCING STEEL: STEEL SHALL BE DEFORMED BILLET STEELCONFORMING TO ASTM A-6I5 EXCEPT THAT 1/4" TIES MAY BE PLAIN BARS. WIREREINFORCEMENT SHALL CONFORM TO ASTM A-82. 17.REBAR: ACCURATELY PLACE REINFORCING STEEL AS SHOWN ON THE DRAWINGS OR PERSTRUCTURAL ENGINEER, POSITIVELY SECURED AND SUPPORTED, NOT EXCEEDING 200BAR DIAMETERS. IN SUCH A MANNER THAT NO MOVEMENT OCCURS WHEN GROUT ISPOURED. REINFORCING AND THE WIRES SHALL BE EMBEDDED IN THE GROUT, LENGTHOF LAPPED SPLICE SHALL BE A MINIMUM OF 40 BAR DIAMETERS FOR TENSION, 30 BARDIAMETERS FOR COMPRESSION, OR AS PER STRUCTURAL ENGINEER RECOMMENDATIONS.THE THICKNESS OF THE GROUT BETWEEN MASONRY UNITS AND REINFORCING SHALL BEA MINIMUM OF 1/4" FOR FINE GROUT AND 1/2" MINIMUM FOR COURSE GROUT. 18.FOOTINGS: CONCRETE FOOTINGS SHALL BE OF THE SIZE AND TYPE AS INDICATED ONDRAWINGS OR AS PER STRUCTURAL ENGINEER'S SPECIFICATIONS. EARTH FORMS MAY BEUSED FOR FOOTINGS ONLY WHERE SOIL IS FIRM AND STABLE AND CONCRETE WILL NOTBE EXPOSED. 19.WELDING: WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS Dl2-I ANDREQUIREMENTS OF THE AMERICAN WELDING SOCIETY. 20.GROUTING: : ALL MASONRY SHALL BE REINFORCED, GROUT SOLID ALL CELLS WHICHCONTAIN REBAR, BOLTS ETC. GROUT CELLS BELOW GRADE SOLID. ALLREINFORCEMENT, BOLTS ETC. IN MASONRY SHALL HAVE A MINIMUM GROUT COVERAGEOF 3/4". 21.BELOW GRADE CONSTRUCTION: MASONRY CONTRACTOR SHALL BE RESPONSIBLE FORBACKFILLING ALL WALLS TO GRADES PER PLAN (OR PER CIVIL ENGINEER), FINISH GRADEFOR RUNOFF SWALE BEHIND ALL WALLS, PERFORATED DRAIN LINES COMPLETE ANDCONNECTED TO DRAINAGE SYSTEM OR STREET, WATERPROOFING ALL WALLS BELOWBELOW GRADE AND ALL EXCAVATION NECESSARY FOR THE EXECUTION OF MASONRYWORK. FILL SOIL PER STRUCTURAL ENGINEER WALLS. ALL RETAINING WALLS SHALL BEADEQUATELY SHORED DURING BACKFILL OPERATION. 22.EXPANSION IOINTS: CONTRACTOR SHALL PROVIDE EXPANSION JOINTS AT CORNERSAND AT 30' -O" ON CENTER OR AS REQUIRED BY GOVERINING AGENCY. 23.SURPLUS SOIL: MASONRY CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING ALL'SPOILS' OR SURPLUS SOIL ON SITE AS A RESULT OF MASONRY WORK. 24.MASONRY SAMPLE: CONTRACTOR SHALL PROVIDE TO OWNER A 4' x 6' SAMPLE PANEL OFALL MASONRY WALL TYPES ON PLANS. SAMPLES SHALL BE APPROVED BY OWNER ANDLANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 25.STUCCO APPLICATION: ALL STUCCO WORK SHALL CONFORM TO LATHING ANDPLASTERING REFERENCE SPECIFICATIONS OF THE CALIFORNIA LATHING ANDPLASTERING CONTRACTOR'S ASSOCIATION, INC. AND STANDARDS FOR PUBLIC WORKCONSTRUCTION. STUCCO APPLICATION SHALL CONFORM TO ALL SPECIFICATIONS ANDRECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURER. 26.PLASTER PROPORTIONS: PLASTER FINISH TO INCLUDE:• • SCRATCH COAT -3/8" THICK I PART PORTLAND CEMENT PLASTER AND 4 PARTS DAMPBROWN COAT -3/8" THICK I PART PORTLAND CEMENT PLASTER AND UP TO 5 PARTS DAMP LOOSE SAND COLOR FINISH COAT -1/8" THICK PORTLAND CEMENT PLASTER MIX WITH WATER ONLY PORTLAND CEMENT PLASTER MIX INCLUDES: I PART PORTLAND CEMENT 1/4 PART HYDRATED LIME WATERPROOFING ADMIXTURE (PER MANUFACTURE'S SPECS.) 27.PLASTER FINISH: ALL PLASTER FINISHES, TEXTURES AND COLORS SHALL MATCHREFERENCED ARCHITECTURE OR AS DIRECTED BY OWNER. CONTRACTOR SHALL SUPPLYA 2' x 2' SAMPLE OF ALL PLASTER FINISHES FOR OWNER'S APPROVAL. 28.WATER SEAL: APPLY WATER SEALER TO ALL PLASTER FINISHES UNLESS OTHERWISEAPPROVED IN WRITING BY OWNER. 29.MASONRY VENEER/TILE: ALL TILE, BRICKS, PAYERS, PRE CAST CONCRETE VENEER ANDCAPS SPECIFIED ON PLANS TO BE APPLIED PER MANUFACTURER'S RECOMMENDATIONS. 30.SPECIAL MASONRY WALL MATERIALS: ALL SPECIAL WALL MATERIALS, FOAM ETC. SHALLCONFORM TO ALL SPECIFICATIONS AND RECOMMENDED INSTALLATION PROCEDURESOF MANUFACTURER. 31.DEFECTS: ALL DEFECTS IN MASONRY WORK SHALL BE CORRECTED THROUGH THEGUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THESATISFACTION OF THE OWNER. 507 301h Street Newport Beach, CA 92663 949.675.9964 mjs-la.com l i \ ' l ·, / '-/ � j ,:_ ./ ------ 1-'--\DSCAp p -�---------- ---- ,_ ·,' .' / JL./:·.: XI ;';�EDJ?��o <. 4 (<-'\;,;,. ,-----' ------CONSTRUCTION SPECIFICATIONS -----=---c==-=- "j� I ;.�;"��,:,6 1,,)-: ----+--� � -_Jj__rt_fz <.e J/::., � l '11-'ti\l_ CT i-P :y1· W',!i, I ·; .. \ -'E l \/I l/\1. 1:1\\,1\j �y-e 1-<'J 1·(: R \iV\I· ·: '=5 .. .,. NS T?�_:,J :' h'.). NS CT2024-0004 CF'v·;-n;4-IH!7? D'J -lu=c202s-001.s 552-GL • • • • '1 ' l,;:~),~, ,;: ',- Ii i-; 1 •... ' -' I i i I (_j , .. \ l ' -, /' i ( i :· : ' ..... / ,\' . ' I ' / J. '\ ' :' (\ I ' / ~ I I \, ' . ·, :' './ ' ,I \ ' ~ \ '\ J l ,\ :' _,, ,' ! ,) i / i ' i ( ) I )/ I;',• ' t ' ,' __ • .. ,,-} ,, . . ( ~ ~ -" l . , '' • ' I'\ : ,. ·\. ' ! / \ ;' I ' ,. . , ... '' /' \' 1' : : '{. ,_.,. ' ' ' ' . ll. I ; I , • e I - !~EV IL\./ '~I , y I N'.;, 'I ;, F A I --1= Sr i:.=-Cl'J'Y 0 l ' r·, ·\ I J '-..; 5 L\ 1) 9 ...__. i \ \ . "---/\ ~\1,1v -' \I c , ~;.\ ------ I ------ J .1\ I\ l)~C Al_].: lMf',WV 0:\1J::h'l !'!.,\he' l'D (·?: --I ----JE FFERSON STREE T HOMES /~~ --I 2502-2518 JEFFERSON ST. CARLSBAD, CA 92008 __r -I 'Of ~ ' I r -,;;'v -,..,· -n _, 1. < -i ------- \D -,-_/'.,,_\'\.,~~(~ -~~ ---1L; 9-2s~'.: --- j -- 1 I ;,,. n,,, ..... ' -- I I., . :_; -: /.V,.:I\J ;· t.j () ·,~ ·" )/1 l I \JI ... ;\_ -,. ' <:" _________.-. 0 ~ . 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[ I\JIT f'._ SYMBOL HYDROZONE HYDRO-ZONE - 1 WESTERN SUN EXPOSURE IRRIGATION TECHNIQUE SHRUBS -SUB SURFACE DRIP IRRIGATION (POTABLE WATER) HYDRO-ZONE - 2 NORTHERN SUN EXPOSURE IRRIGATION TECHNIQUE SHRUBS -SUBSURFACE DRIP IRRIGATION (POTABLE WATER) HYDRO-ZONE - 3 SOUTHERN SUN EXPOSURE IRRIGATION TECHNIQUE SHRUBS-SUB SURFACE DRIP IRRIGATION (POTABLE WATER) HYDRO-ZONE - 4 EASTERN SUN EXPOSURE IRRIGATION TECHNIQUE SHRUBS -SUB SURFACE DRIP IRRIGATION (POTABLE WATER) HYDRO-ZONE - 5 BIO-FILTRATION PLANTERS IRRIGATION TECHNIQUE SHRUBS -SUB SURFACE DRIP IRRIGATION (POTABLE WATER) HYDRO-ZONE - 6 BMP TREE WELL IRRIGATION TECHNIQUE SHRUBS-SUBSURFACE DRIP IRRIGATION (POTABLE WATER) AREA 1,443 S.F. 1,526 S.F. 407 S.F. 885 S.F. 687 S.F. 40 S.F. WATER USAGE LOW LOW LOW LOW LOW LOW PLANT FACTOR (Kc) 0.30 0.30 0.30 0.30 0.30 0.30 TOTAL HYDROZONE AREA: 4,988 S.F. DI((-!\ RT "'-DIAL TOLL FREE 1 -800 -422 -4133 /1.T I_EAST TWO DAYS BE.::ORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA LANDSCAPE ARCHITECTURE ('.) 507 30th Street Newport Beach, CA 92663 © 949.675.9964 ® mjs-la.com ,I /, ,--:-, ( \ -�) ,- ' :\ ' L_..i i : j J I I T 1 'LAN.YiC,\PI' I:1\PROVCM8NT ljl,:1/,S F'OR J[,L /-/c,'t.SCi'1 ST,9cET HC1V[S \ ,I ?5n2-2s13 LIrr.c--E,c::so1✓ sr CARLSBAD, CA 9200s HYDROZONE PLAN i\P�·�.s.,,-�=::. f'� /)-� �-----1-'. L\ \J \I r·--c- D \:\:\J gv: 1 }-I < ) =-r(l�\i\//[ gv NS� NS 00 _ I-w w 0::: I-V) z 0 V) 0::: w LL LL w --. '" 0 ' j . ) lJ " 0 rn 0 rn 0 m rn 0 m ' ti: ' ' / I ' ) rr;J I r ' I ~ f )\ \;. ,, 1'~~~~ ,(I /_,. I F. I 1L i1 < 1·~__u_,---1+.~it~/~= I ,I j ' I LU I ~, •7 1 _J ' 11 c:'1 <Y. I w I "-' I , J) I ~\ ------i-I I fl'' I [-]~ I ! I , ' ~ I ◊ 0 I m [' I '•-~ _, -l -i / . 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" .. . .. . ..... ... ::•:::p.:::::•:: ::: : .......<</ > ·.·. ·.·.··.·.·. C:\DRAWING FILES\TlllE SHEETS\XXXX.DWC, 7/20/2019 l l I' l7ll 1lJ..l ll l I,..L ill: [[] ;1 1 1:.l □J //2 ' 7.35 ◊ \ l" ' �- -- / • '1 .• -7.· L,__ -- BUENA VISTA WAY -h: F J 7 J 11 ... F2:[af'--2:1Jt::IJ2:}1:LJJ ~ CJ 7 , __ u 7 ,_ LJ [ffi:!Ji:_lffi1:LJ:F2:lJi3 .. 1:1 1:1 � :;:Li lf I 1 '2i1 T • •• ·.[··· •.. � ��;:Li .·· ... · £Hl::::uff2ff2ffii'ffih ff2ffilffilrr:l:Fi3Lf@ 7 7 ' ' I J -r-.... '- 7: _TT ""': 7: L _n :':J 1:1 -- _J ...lhlf� ...... -£---v=::;:·-� ---uLJii!-----STA2+37.50~7.75' LT '� 1•1 I BF ----- " I" , " • • I : !-��-�----j-:◊ •-:�, <t/ ... •••• ..•r �•••••••1 I i ' tJ ___ ,t I / � I I ___ ,+ I I�=#��� Q I I ____ -I I 0Iv ,...\____ ◊ L_:=== . =, ===::__J @ 1/\ (\◊�1�1"1,'1--,-,,.---.1� t.::li I . ..l ! I ..l J -- -II � :l ll l ll l1!!t l' l' : lJ le] i ········ ..... •.••• I .. .... ... ... . i ... . ..... . . . . I : ::• :::.·.i .... . .... . .... ·..I --,,,-. . .. . . . i .. ·. : : ::: I . . ' . . . ' ••••••.• ... •.•.•••• I ··::·::::·::::=�..... r=il�..,_.,__,,_, ...... ..,.....__,�-------......,,,....,._..., 1:::••···•·•••·•<c1· 1 I :-.',:._ ·: ." •• i-1 0 4' 8' 16' •12-19-25,j',A ll,.1' � �' '1 ;,,,, �' I I I I 1 1 I I i I I I ' I I I 1 I I I I I I I II I I I I I I I I I I I I I I II I I I I�I •1I I I I I I II ! I I i I I i I I ( I i>i I I I I I I I I , I I I I I I II II II II lI I I ' I 1.----- IRRIGATION NOTES: NOTE A: IRRIGATION EQUIPMENT, DRIPPER LINES, BUBBLERS, LATERAL LINES, ETC. SHOWN WITHIN PAVING/ BUILDING FOR GRAPHIC CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. EMITTERS AND DRIP MANIFOLDS SHALL BE ALIGNED WITH SHRUBS AND TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. ----------NOTE B: SLEEVES SHOWN FOR MAJOR CROSSING and SOME LATERAL CROSSINGS FOR CLARITY ONLY. ALL PIPING AND WIRE SHALL BE SLEEVED UNDER PAVING OR HARDSCAPE. ALL SLEEVES TO BE MINIMUM 2X DIAMETER OF PIPE OR WIRE DIAMETER INSIDE. WIRES SHALL BE INSTALL IN SLEEVE SEPARATE FROM PIPE SLEEVE. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MINIMUM 2-INCH DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND MINIMUM 12 INCHES BEYOND PAVING.NOTE C: IRRIGATION WALL MOUNTED CONTROLLER LOCATION. COORDINATE FOR POWER AND WEATHER SENSOR. FINAL LOCATION TO BE COORDINATED WITH OWNERS AUTHORIZED REPRESENTATIVE. NOTE D: IRRIGATION MAINLINE TO BE LOCATED OUTSIDE OF THE RIGHT-OF-WAY. MAINLINE IS SHOWN IN RIGHT-OF-WAY FOR GRAPHIC CLARITY ONLY. POINT OF CONNECTION NOTE: �2.05 CwaPLANTER POINT OF CONNECTION TO THE I" DEDICATED LANDSCAFE WATER METER, PROVIDED AND INSTALLED BY OTHERS. THE CONTRACTOR SHALL INSTALL 1-1/2" COPPER MAIN LINE PIPE FROM THE WATER METER TO THE I" BACKFLOW PREVENTION DEVICE (INSTALLED IN ENCLOSURE per LEGEND). THEN TO THE I½" NORMALLY CLOSED MASTER VALVE. AND THE I" FLOW SENSOR. FINAL LOCATION OF THE BACKFLOW PREVENTION DEVICE, NORIMALLY CLOSED MASTER VALVE, AND FLOW SENSOR SHALL BE APPROVED BY.THE OWNER'S AUTHORIZED REPRESENTATIVE and SHALL BE LOCATED OUTSIDE of THE R.O.Wand SCREENED with PLANT MATERIAL. THE CONTRACTOR SHALL VERIFY THE STATIC PRESSURE IN THE FIELD BEFORE COMMENCEMENT OF THE PROJECT IF THE PRESSURE VARIES 20% FROM THE STATED OPERATING PRESSURE. IMMEDIATELY CONTACT THE LANDSCAFE ARCHITECT FOR ADDITIONAL DIRECTIVE. SEE ONSITE LANDSCAFE PLANS PREPARED BY MJS LANDSCAPE ARCHITECTURE for STATIC PRESSURE and PRESSURE LOSS CALCULATIONS. WATER METER INSTALLATION BY OTHERS SEE CIVIL ENGINEER PLANS. ®9.85 I" 0)587 I" 0)234 I" *WATER EFFICIENT LANDSCAPE ORDINANCE NOTE*THIS PLAN COMPLIES WITH THE CRITERIA OF THE CITY OF CARLSBAD WATER EFFICIENT LANDSCAPE ORDINANCE AND HAS APPLIED THE ORDINANCE REQUIREMENTS FOR THE EFFICIENT USE OF WATER IN THIS LANDSCAPE PLANTING PLAN . WEEKLY BIMONTHLY MAINTENANCE SCHEDULE MONTHLY EVERY 60 DAYS BIANNUALLY CHECK IRRIGATION CHECK & ADJUST CHECK MULCH COVERAGE CONDUCT GENERAL PRUNE & TRIM SHRUBS & COVERAGE & ,MITTERS AS SCHEDULE ON IRRIGATION & REPLACE INSPECTION WITH OWNER FAST-GROWING NEEDED. CONTROLLER EVERGREEN TREES. WEED & CULTIVATE SHRUB EDGE GROUND COVER& & GROUND COVER AREAS TURF MOW TURF CHECK FOR & REMOVE DEAD SEED PADS, FLOWERS, BRANCHES, & PLANTS ANUALLY PRUNE & TRIM SHRUBS & SLOW-GROWING DECIDUOUS TREES. MOW GROUND COVERS FERTILIZE TREES. SHRUBS. & GROUND COVER AERATE & DETHATCH TURF APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. _DIGA------------"' DIAL TOLL FREE 1 -800 -422 -4133 .ti.T LEAST TWO DAYS BEFORE YOU DIG .... LANDSCAPE ARCHITECTURE '=) 507 30th Street Newport Beach, CA 92 663 @ 949.675.9964 "AS BUIL T 11 RCE___ EXP. ___ _ REVIEWED BY, IRRIGATION PLAN DATE I APPROVED: (11µ,, �/ 7,./CJ/zlf! Il----i----+----------------+----+--+---1-----1 PLANNING T . i----+--+--------------+----t--1----t---J ���==::::;::;:;;:=;-;:=======:::;-;::==== DATE INITIAL DATE INITIAL DATE INITIAL DWN BY:NS PROJECT NO. DRAWING No. NORTH SCALE: I /8" - 1 '-0" C ;:-----�c0 0 ,-CA'• ' ' DESIGNER OF WORK Expiration Date:12/22/26 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: NS CT2024-0004 DEV2024-0012 552_6L RVWD BY:DD LPC2025-0015 I- - ,. . ,, . ., . r ~•:•:": .. ¾:· . I~ -. -. . . --- . '. ----- . I. I;; : 'fl . . ·:::._ .. _ ... • ...... . I • •::.·:: • '• .·•v·, . ,,, • . ........ ·. -- 1 • ' t . ll1l7 I I ...::J l l i ll I I i I l I J l J •· i • . ·, ••, L.:: ____ _ __ ...::i j I ·,• ...::J . I . .. ,··1• • s •• . . .•· . •••••·•·••·•••· I :-: :-::: ··<:-·: I L.:: - . :--:-: -~·--·~--~~--- -..!:...:.... --------= --- - --- Ki BBB BBB BBB BB 8 8 GB 8 B e::S ◊ ❖ ' ◊ ' ❖ I - • > : ,-----------7 0 I ,---------7 I I ----~--I I 0 I , ---.1 I ''-=¾~~ I I ___ ., I [:J'r I I ----I I it----i L-=-=========-_J [] I:=.!§--~ 1 1 _________ 7 I I I ----~--I I I I --"I I I I ----I I I ____ I L L_-!f-'jl------j --in------- ◊ ◊ - ------------------ ◊ ◊ . . ~ e e e e e e e e e e e e a e e e a a a _ -e e II I .-... -. '_:_· ·a Iii 8 B B B B B B B B 9 B B I El B B B B B, II B 9 B :-:-:-:-• .:-: ◊ ◊ ◊ 0 ◊ ◊ ◊ --________ Q_ __ " ,·. -1 ·•.· . ·. . .. . .. :: :<-<·. I . . . . . . . . . . . . . . --i--'_,_ltt"-...... -::: ::::::::::: I l 1 : :.::::::<::<-I l l ·.·.·.· 1 l l ...... : l.U I 1mn1m -' z ,: D ~""'"""' 12-22-26 kco,.,walllute - - CHECK FOR SNAILS. RODENTS, INSECTS, FUNGUS, DISEASES, & OTHER PESTS & APPLY REMEDY CHECK FOR BROKEN & LEAKING PIPES & MISSING OR DAMAGED IRRJGATION EQUIPMENT & REPAIR. CHECK WATER BASINS AROUND TREES & SHRUBS &ADJUST. FERTILIZE SEASONAL TRIM HEDGES & TOPIARY COLOR & BEDDING PLANTS SHRUBS RT ... ............. SUBMIT TO OWNER A RECORD OF EXTRA WORK & CHEMICALS USED. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ® mjs-la.com INSPECT TREES FOR GIRDLING BY STAKE TIES OR GUYS & REPLACE. FERTILIZE TURF MOW FAST-GROWING GROUND COVERS INSPECTOR DATE I SH1E,ET II CITY OF CARLSBAD 1------11----t----------------t-------t---t--~i-----; . PLANNING DIVISION l---+---1-------------------+----+---t----t------1 NT PLAN FOR: JEFFERSON STREET HOMES 2502-2518 JEFFERSON ST. CARLSBAD, CA 92008 II CRITICAL ANALYSIS SLEEVE AND CONDUIT SCHEDULE: ALL SLEEVES FOR PRESSURE SUPPLY LINE AND LATERAL LINE PIPE SHALL BE A MINIMUM TWICE THE NOMINAL SIZE OF THE PIPE WITHIN. CRITICAL ANALYSIS SLEEVE MATERIAL: Generated; 2025-03-11 15:32 •FOR I" THROUGH 2 1/2" PRESSURE SUPPLY LINE PIPE, INSTALL IN A MINIMUM 4" DIA PVC SCH 40 SLEEVE P.O.C. NUMBER: 01 •FOR 3" AND LARGER DIAMETER PRESSURE SUPPLY LINE PIPE, INSTALL IN A MINIMUM Water Source Information: Carlsbad Municipal Water District •6" DIA PVC CLASS 160 SLEEVE Connor Rutten •ALL LATERAL LINE PIPE SHALL BE INSTALLED INSIDE A PVC SCH 40 SLEEVE Project Engineer (92734 CONDUIT SIZE AND MATERIAL: FLOW AVAILABLE Water Meter Size: I"•FOR UP TO 20 #14 LOW VOLTAGE WIRES, INSTALL ONE 2" DIA PVC SCH 40 CONDUITFlow Available 37.5 GPM •FOR 21 AND UP TO 40 #14 LOW VOLTAGEWIRES, INSTALL ONE 4" DIA PVC SCH 40 CONDUIT PRESSURE AVAILABLE Static Pressure at POC: 80 PSI Elevation Change: 5,00 ft Service Line Size: 2" WATER EFFICIENT LA NDSCAPE WO RKSHEET Length of Service Line: 20 ft Pressure Available: 78 PSI DESIGN ANALYSIS Maximum Station Flow: 12.1 GPM Flow Available at POC: 37.5 GPM WATER EFFICIENT LANDSCAPE WORKSHEET Residual Flow Available: 25.4 GPM Reference Evapotranspiration (ETo) 40.00 ETAF for MAWA 0.55 (Residential) Critical Station: 6 Design Pressure: 40 PSI Hydrozone # Plant Irrigation Irrigation ETAF Landscape ETAF x Area Estimated Total Friction Loss: 1.43 PSI /Planting Factor (PF) Method� Efficiency (PF/IE) Area (sq. ft.) Water Use Fittings Loss: 0.14 PSI Descriptiona (IE)' (ETWU)d Regular Landscape Areas Elevation Loss: 0 PSILoss through Valve: 9.26 PSI 1 -LOW -shrubs 030 drip 0.8 0.38 4,188 1,571 38,948 Pressure Req. at Critical Station: 50.8 PSI 2 -LOW -shrubs WQ 0.30 drip 0.8 0.38 656 246 6,101 Loss for Fittings: 0.61 PSI 3 -LOW -trees 030 drip 0.8 0.38 144 54 1,339 Loss for Main Line: 6.12 PSI Totals 4,988 1,871 46,388 Loss for POC to Valve Elevation: 0 PSI Special Landscape Areas Loss for Backflow: 10.9 PSI moderate plants -1.00 Loss for Master Valve: 1.5 PSI low water plants 1.00 Loss for Water Meter: 0.9 1 PSI Totals Critical Station Pressure at POC: 70.8 PSI ETWU Total 46,388 Pressure Available: 78 PSI Maximum Allowed Water Allowance (MAWA)8 68,036 Residual Pressure Available: 7.16 PSI �Hydrozone #/Planting Description bJrrigiltion Method C/rrigation Efficiency dETWU (Annual Gallons Required) E.g overhead spray O. 75 for spray head = Eto x 0.62 x ETAF x Area 1.) fm nl fawn or drip 0.81 for drip where 0.62 is a conven:,ion 2.) low water use plantings factor that converts acre-3.) medium water use planting inches per acre per year Lo gcillons per square fool per WATER PRESSURE NOTE: year 'lAfAWA (A nnual Gallons Allowed)= (Eto) ( 0.62) [ (ETAF x LA)+ ((1-ETAF) x SLA)J where 0.62 is a conversion factor that converts acre-inches per acre per year to gallons per square toot µer year. LA b lhe total landscape area in square feet, SLA is the total special landscape area in square THIS IRRIGATION SYSTEM WAS DESIGNED for a MINIMUM REQUIRED STATIC WATER feet, PRESSURE of 80± PSI. CONTRACTOR SHALL VERIFY EXISTING STATIC WATER and ET AF is .55 for residenti0I areas and 0.45 for non-residential areas. PRESSURE PRIOR to COMMENCING WORK. IF STATIC WATER PRESSURE VARIES BY ETAF Calculations MORE THAN 20% OF THE MINIMUM REQUIRED PRESSURE, THEN CONTRACTOR SHALL NOTIFY MJS DESIGN GROUP IMMEDIATELY for DIRECTION on HOW to Regular Landscape Areas PROCEED. FAILURE TO NOTIFY MJS DESIGN SHALL PLACE ALL REQUIRED Total ETAF x Area 1,871 Average ETAF for Regular Landscape Areas must REPAIRS/EQUIPMENT and OTHER RELATED COST AS THE FULL RESPONSIBILITY of Total Area 4,988 be 0.55 or below for residential areas, and 0.45 or THE IRRIGATION CONTRACTOR. Average ETAF 0.38 below for non-residential areas. All Landscaoe Areas SEE F/SHEET 13 FOR FULL WATER PRESSURE REPORT Total ETAF x Area 1,871 Total Area 4,988 Eto data for City of Carlsbad Sitewide ET AF 0.38 from MWELO Appendix A 3/14/2025 GENERAL IRRIGATION NOTES I.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROCURE AN ORIGINAL SET OF THESE PRINTED IRRIGATION PLANS FOR BIDDING AND CONSTRUCTION. COPIES OF THESE PLANS ARE NOT ALLOWED FOR BIDDING AND CONSTRUCTION AS THEY MAY NOT SHOW IRRIGATION SYMBOLS, LINE WEIGHTS, OR LINE TYPES CLEARLY. 2. 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 3.THE CONTRACTOR SHALL VERIFY SITE CONDITIONS, PROPERTY LINES, DIMENSIONS AND THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK THE LOCATIONS OFUTILITIES, 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'SREPRESENTATIVE. CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH ALL SITE CONDITIONS PRIOR TO BIDDING AND COMMENCING WORK 4.THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 5.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK 6 THIS DESIGN IS DIP.GRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 7 THE CONTRACTOR SHALL NOT WILLFULLY 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. 8.INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLP. TION. 9.ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTION DEVICE AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZEDREPRESENTATIVECONTRACTOR SHALL CONTACT REPRESENTATIVE BEFORE COMMENCING WORK. 10 CONTRACTOR IS TO PROVIDE TWO ADDITIONAL 'CONTROL WIRES' AND ONE ADDITIONAL 'COMMON' WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE LP.BEL SPARE WIRES AT BOTH ENDS. 11. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE ALL WIRE UNDER PAYED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 12. ALL QUICK COUPLERS TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLERS TO BE INSTALLED P.S SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLERS 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. TH IS 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. 14.THE CONTRACTOR SHALL USE U.L APPROVED GROUND ROD(S) AND/OR GROUND PLATE(S) WITH CADWELD ONE-SHOT CONNECTION PROCESS FOR CONNECTING THE CONDUCTOR WIRE TO THE ROD(S) AND/OR PLATE(S).THE NUMBER OF RODS OR PLATES SHALL DEPEND ON THE CONDUCTIVITY OF THE IMMEDIATE SOIL SURROUNDING THE ROD(S) AND/OR PLATE(S) MAXIMUM GROUND RESISTANCE SHALL BE PER CONTROLLER MANUFACTURERS SPECIFICATIONS. 15. CONTRACTOR SHALL REFER TO IRRIGATION LEGEND FOR CONTROLLER TYPE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 16. MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE WITHIN PLANTER, A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP 17. CONTRACTOR SHALL PAINT ALL EXPOSED PVC PIPE WHICH IS ON-GRADE TO REDUCE VISIBILITY TO THE PUBLIC EYE AND IMPROVE THE AESTHETICS OF THE NATURAL ENVIRONMENT PAINT SHALL BE AN OUTDOOR PAINT RESISTANT TO SUN EXPOSURE. CONTRACTOR SHALL CONFIRM PAINT COLOR AND TYPE WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK 18. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. CONTRACTOR SHALL ADD SPRINKLER HEADS AS REQUIRED TO ACHIEVE 100% COVERAGE IN ALL AREAS THAT REQUIRE ADJUSTING.ADTIONAL HEADS SHALL BE INSTALLED AT NO ADDITIONAL COSTS TO THE CONTRACT VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 19. LATERAL LINES MAY BE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. CONFIRM ALL LAY OUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 20.REMOTE CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION OF ALL VALi/ES. FINAL LOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVES AND ISOLATION VP.LYES SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. MINOR MODIFICATIONS OF REMOTE CONTROL VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE PROJECT FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE PROJECT DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. IN GENERAL, UNLESS OTHERWISE DIRECTED BY OWNER, ALL VALVES SHALL BE INSTALLED WITHIN THREE FEET FROM EDGE OF HARDSCP.PE, WALK OR CURB IN SHRUB PLANTING AREAS 21. THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. MEASURING FOR PROPER GROUND AT LEASTONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS IS RECOMMEND. C:\ORA\Yl�G FILES\lllLE SHEETS\XXXX.DWC, 7/20/2019 SUB-SURFACE IRRI GATION I IRRIGA TION LEGEND ISYMBOL MFR. I MODEL NO./ DESCRIPTION I PSI I DETAIL HUNTER SHRUB PLANTING AREAS: LINES SHOWN ARE A DIAGRAMMATIC HATCH PATTERN ONLY. 40 J,K,L, IRRIGATION UTILITIES �� SUB-SURFACE DRIP TUBING, PRESSURE COMPENSATING WITH CHECK VALVE, MODEL Q,P SYMBOL! MFR. I DETAIL HDL-06-I 2-PC-CV (0.60 GPH EMITTERS, 12" ON CENTER). INSTALL TUBING ROWS 18" APART IN SHRUB MODEL NO./ DESCRIPTION PLANTERS AREAS. EACH AND EVERY SHRUB SHALL RECEIVE WATER FROM A MINIMUM OF TVVO INLINE � WATER DEDICATED LANDSCAPE IRRIGATION I" WATER METER AND 2" SERVICE LINE EMITTERS. AREAS OF TIGHTLY SPACED GROUNDCOVER/SHRU8S WILL REQUIRE CLOSER ROW PROVIDED by OTHERS. N/A SPACING. FOR ANY 'SINGLE' OR' DOUBLE' ROW TYPE PLANTINGS, INSTALL DRIP TUBING ON BOTH fr METER 'A' CONTRACTOR SHALL SUPPLY ALL HARDWARE AND FITTINGS REQUIRED TO CONNECT IRRIGATION ITT TTl SIDES OF THE SHRUB ROW TO IRRIGATE SHRUBS ON EACH SIDE. ALL TUBING SHALL BE INSTALLED 4" MAINLINE TO METER CONTRACTOR SHALL VERIFY METER LOCATION, SIZE, SERVICE LINE SIZE, AND 1t l\ tI BIO BELOW FINISH SOIL GRADE ANCHORED WITH 9" GALVANIZED WIRE STAKES, INSTALLED FOUR FEET STATIC WATER PRESSURE BEFORE COMMENCING WORK. I\ 1 \ , I FILTRATION O.C CONTRACTOR SHALL FIELD VERIFY PRIOR TO STARTING WORK AND BEFORE BACKFILLING 00 FEBCO 1" REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY: MODEL 825YA, INSTALL WITH WYE A hi UJ PLANTERS THAT FINA.L LAYOUT AND SPACING WILL PROVIDE ADEQUATE WATER TO ALL PLANTS. CONTACT STRAINER #650A. INSTALL CENTERED ON A 30"X35"X4" POURED-IN-PLACE CONCRETE PAD. UNIT TO BE HUNTER REPRESENTATIVE, NICK STRAABE, i7 I 4) 292-8944 FOR ADDITIONAL INFORMATION INSTALLED WITHIN V.I.T. STAINLESS STEEL ENCLOSURE. CONTRACTOR SHALL DETERMINE EXACT LOCATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE BEFORE INSTALLATION. SEE PRESSURE NO HUNTER MODEL PLO-LOC CONNECTION FITTINGS BETWEEN PVC LATERAL LINES AND ORI PLINE TUBING 40 J,K,L,CALCULATION. SYMBOL FOR CENTER FEED SYSTEMS: PLD-LOC 050. 1/2" SCH 40 PVC TEE WITH 1/2' THREADED OUTLET Q,P AND SCH 80 RISER . NO V.1.T BACKFLOW ASSEMBLY ENCLOSURE MODEL SBBC-30SS. INSTALL ON CONCRETE PAD WITH BF A CONNECTION FITTINGS BETVVEEN PVC SUPPLY OR EXHAUST HEADER PIPE AND DRIPLINE SYMBOL ASSEMBLY CENTERED. CONCRETE PAD TO EXTEND 6" BEYOND OUTSIDE DIMENSIONS OF TUBING: PLD-LOC 050 WITH 1/2 '' SCH 40 ELBOW WITH SCH 80 RISER. ENCLOSURE REFER TO MANUFACTURER'S INSTALLATION DETAIL AND SPECIFICATIONS FOR ADDITIONAL INSTALLATION INFORMATION. ENCLOSURE TO BE PAINTED GREEN NIA ALL CONNECTIONS BETWEEN 1/2" DRIPLINE TUBING SHALL BE MADE USING HUNTER BARBED INSERT FITTINGS. (@ HUNTER MASTER CONTROL VALVE NORMALLY CLOSED. MODEL: ICV-101G I NO MODELAFV-T AUTOMATIC, FOR FLUSHING PVC EXHAUST MANIFOLD PIPE. INSTALL FLUSH VALVE NIA INSTALL PER MANUFACTURERS SPECIFICATIONS HUNTER N SYMBOL INSIDE 7" ROUND VALVE BOX, AT MINIMUM ONE AT THE END OF EACH AND EVERY DRIPLINE @ HUNTER IFS-FCT-100, 1" FLOW SENSOR. INSTALL AND WIRE TO CONTROLLER PER MANUFACTURER'S TUBING RUN IN EACH DIRECTION. MULTIPLE FLUSH VALVES MAY BE REQUIRED WITHIN SINGLE SPECIFICATIONS. I ZONE. INSTALL AT LOCATIONS 18" FROM PAVING FOR EASE OF MAINTENANCE. � LASCO MAINLINE ISOLATION VALVE: MODEL VXX101 N-SC PVC SLO-CLOSE FULL BLOCK TRUE UNION 'SOCKET' E NO HUNTER MODEL: AVR-075 AIR/VACUUM RELIEF VALVE INSTALLED WITH PLD-050-TB-TEE. INSTALL AIR NIA 0 BALL VALVE WITH EPOM CJ-RINGS. VALVE TO MATCH MAINLINE SIZE. LINE SIZE PER MAINLINE UP TO 2-1/2". SYMBOL RELIEF ASSEMBLY INSIDE 7" ROUND VALVE BOX AT THE HIGH POINT OF EACH PLANTER. MIN I ARV PER SOO' OF DISTRIBUTION TUBING. USING AIR RELIEF LATERAL CONNECT AIR RELIEF VALVE NO MANIFOLD ISOLATION VALVE: SLO-CLOSE FULL BLOCK TRUE UNION 'SOCKET PVC BALL VALVE WITH E LASCO TO ALL DRIP LINE LATERALS WITHIN ELEVATED AREA. MULTIPLE ARVS MAY BE REQUIRED PER SYMBOL EPDM 0-RINGS, MODEL VXX 101 N-SC. CONTRACTOR SHALL INSTALL ALL RCV'SIQCV'S ON MANIFOLDS RCV WITHIN UNDULATING AREAS. VERIFY QUANTITY AND UNDULATING AREAS PRIOR TO START VALVE TO MATCH MANIFOLD SIZE. VALVE MANIFOLDS WITH ISOLATION VALVE ARE NOT SHOWN ON OF WORK. INSTALL AT LOCATIONS 18" FROM PAVING FOR EASE OF MAINTENANCE. PLANS FOR CLARITY CONTRACTOR SHALL INSTALL MANIFOLDS PER DETAIL. NO HUNTER ECO-ID: SPRINKLER BODY WITH VISIBLE YELLOW STEM INDICATES ZONE IS IN OPERATION. NIA M SYMBOL INSTALL ONE UNIT WITHIN EACH AND EVERY PLANTER WITHIN A ZONE. FOR TREE ZONES HUNTER 314" QUICK COUPLER VALVE: MODEL HQ-3RC. CONTRACTOR SHALL SUPPLY 2 QC KEYS, MODEL HK-33 B WITH ARROWHEAD BRASS (CHAMPION) UPWA RD 3/4"X 3/4" BENT-NOSE HOSE BIB, MODEL 975, INSTALL AT END OF ZONE RUN IN EACH DIRECTION. ATTACH TO POLY OR PVC YIAj" MPT ATTACHED. CONTRACTOR SHALL TURN OVER KEYS TO OWNER'S REPRESENTATIVE AT COMPLETION CONNECTION. INSTALL UNIT AT HIGH POINT OF EACH PLANTER OR USE HUNTER'S MANUALLY OF MAINTENANCE PERIOD. INSTALLED AT 100' o.c. MAX. SPACING THROUGHOUT THE SITE. INSTALLED CHECK VALVE PART# 462237SP. ** CONTRACTOR SHALL OPERA TE QUICK COUPLER WITH CONTROLLER MAINTENANCE OPTION'* � tfc6-1 HUNTER TREE DRIP RINGS: MODEL HDL-06-I 2-PC-CV INSTALL (3) RINGS PER TREE at 12" SPACING AROUND 40 M HUNTER ICY-IO IG-FS OR ICV-I5I G-FS, SERIES (I "OR 1-1/2") PLASTIC REMOTE CONTROL VALVE, SEE SIZE AS SHOWN G, D, F {..,-j, TRUNK OF TREE. CONNECT TO ADJACENT DRIP VALVE ON PLAN. AS APPROVEDNON-PRESSURE LATERAL SCH 40 SUPPLY LATERAL. NOTE EXHAUST LATERALS NOT SHOWN. NIA C "'-HUNTER ICZ-101-40 / ICZ-101 LF-40 / ICZ-151XL-40, SERIES (1" OR 1-112") DRIP CONTROL ZONE KIT, SEE SIZE AS H, D, F * DRIPPERLINE LAYOUT NOTE: NOT ALL SUPPLY/EXHAUST LATERALS SHOWN ON PLAN for GRAPHIC CLARITY -INSTALL LATERALS per SHOWN PLAN INSTALL ICZ-101LF-40, 1" VALVE FOR GPM DEMANDS 0.5-14 GPM MANUFACTURER'S SPECIFICATIONS and RECOMMENDATIONS TO AVO ID LOW PRESSURE THROUGH DRIPPERLINE and CONNECTIONS. INSTALL ICZ-101-40, 1" VALVE FOR DEMANDS 15 -20 GPM. INSTALL ICZ-151XL-40, 1-1/2" VALVE FOR DEMANDS 20 GPM AND GREATER IRRIGATION PIPING @ EZ-0 I 7-CX-CBV-250-FERTI-MAXX STARTER-25, 17.5 GALLON FERTILIZING SYSTEM WITH 90 DAY SUPPLY OF 25 R EZ FLO LB BAGS STARTER FERTILIZER. USE ALL EZ FLO FITTINGS "CBV" AS NEEDED. INSTALL IN A 10" X 12" VALVE BOX. SYMBOL I MFR. I MODEL NO. I DESCRIPTION I DETAIL AS NON-PRESSURE LATERAL SCH 40 FOR SIZES 3/4" - 2" W/ PVC SCH. 40 FITTINGS C IRRIGATION CONTROLLER APPROVED BURY MIN. 12" BELOW GRADE.SYMBOL! MFR. MODEL NO./ DESCRIPTION I DETAIL--AS PRESSURE MAINLINE, LOCATE IN PLANTER AREA BURY MIN. 18" BELOW GRADE C APPROVED (SIZE AS NOTED ON PLAN). SIZES AND PIPING AS FOLLOWS: [£] HUNTER HUNTERACC2 IRRIGATION CONTROLLER -WALL MOUNTED (24 STATIONS). U,S,T FOR SIZES 3/4" - I I /2" USE SCH. 40 PVC MODEL# ICAl6 HU2 24/SP/SOLS/IFS IOOC FOR 2" & LARGER USE CLASS 315 PVC-CONTACT DARYL GREEN @ (949) 584-731 1 FOR ORDERING/SPECIFICATIONS PRIOR TO BIDDING WORK. *"' CONNECTION TO COPPER MAINLINE PER M.E P. CONSULTANT... INSTALL WITH 3" WIDE METALLIC DETECTABLE WARNING T/>,PES . ALLOW (2) EXTRA AVAILABLE STATIONS MIN. INCLUDING MASTER VALVE ANO FLOW SENSOR ST1\TIONS. ---AS C ORDER CONTROLLER WITH ROAM XL REMOTE CONTROL AND WIRELESS SOLAR SYNC SENSOR. ---PVC PIPE SCH. 40 SLEEVING, TVVICE THE DIAMETER OF PIPE/WIRE BUNDLE CARRIED - EXTEND I!' APPROVED BEYOND EDGE OF PAVING & PLACE BELOW ALL PAVING, HARDSCAPE, ETC,, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. @ HUNTER WIRED SOLAR SYNC SENSOR INSTALL per MANUF SPECIFICATIONS, NOTE· WHENEVER POSSIBLE HARD WIRE MODEL PREFERRED (MODEL#: SOLAR-SYNC) "IF WIRED SENSOR IS NOT POSSIBLE INSTALL WIRELESS SOLAR SYNC PER MANUF. SPECS. VALVE KEY: DRI P LINE / EXHAUST LATERAL PIPE SIZING: ® 120 VOLT ELECTRICAL f'OWER, PROVIDED BY ELECTRICIAN CONTRACTOR SHALL COORDINATE AND Valve Number N/A VERIFY CONTROLLER WALL MOUNT LOCATION IN FIELD WITH ELECTRICIAN. ELECTRICIAN SHALL ROUTE ZONE FLOW PIPE SIZE I # !' , # --Valve Flow NOTE: CONTRACTOR SHALL SIZE ALL AND INSTALL ALL CONDUIT AND CONDUCTORS TO WITHIN THE CONTROLLER WALL MOUNT LOCATION. 0 - 8 GPM 3/4" PVC DRIPLINE INTAKE/EXH/>.UST HEADERS IRRIGATION CONTRACTOR SHALL CONNECT IRRIGATION CONTROLLER TO ELECTRICAL STUB-OUT. \ 8.1 -13 GPM 1" PVC PER PIPE SIZING CHART, IN NO CONTROLLER CIRCUIT SHALL BE SUPPLIED Fl.OM A DEDICATED BREAKER FROM THE POWER SOURCE #",j --Hydrozone - S F.13.1 -22 GPM 1 114" PVC INSTANCE SHALL PIPE SIZE EXCEED DESIGNATED GPM RANGE. I IRRIGATION BUBBLER HEADS Valve Size 22 1 -30 GPM 1 112" PVC SYMBOL! MFR. MODEL NO./ DESCRIPTION I PR I RAD 7 PSI 1DETAIL REFERENCE NOTES "' HUNTER PROS-06-30-MSBN-SOH-MULTI-STREAM BUBBLER NOZZLE, PRESSURE 0.25 NA 30 T FOR COMPLETE IRRIGATION LEGEND SEE SHEET 12 COMPENSATING (2 BUBBLERS PER TREE) FOR IRRIGATION PRESSURE LOSS and M.AW.A./E.T.W.U.CALCULATIONS SEE SHEET 12FOR GENERAL IRRIGATION NOTES SEE SHEET 12 IRRIGATION MISCELLAN EOUS EQUIPM ENT FOR IRRIGATION DETAILS SEE SHEETS 13 THRU 17 SYMBOL! MFR I MODEL NO./ DESCRIPTION IDETAI FOR IRRIGATION SPECIFICATIONS SEE SHEETS 18 THRU 20 NO LASCO PVC SCH 80 FITTINGS MUST BE USED ON ALL SOLVENT WELD MAINLINE FITTINGS, 2-INCH AND LARGER. N/A SYMBOL WHEN A FITTING HAS A THREADED FEMALE OR MALE COMPONENT THE FITTING SHALL ALWAYS BE PVC CERTIFICATION OF DESIGN SCH BO. ALL THREADED PLASTIC NIPPLES SHALL BE PVC SCH 80 TYPE NO "THE DESIGN OF THIS PROJECT COMPLIES WITH THE REQUIREMENTS OF THE CITY'S SYMBOL RAIN BIRD MODELS VB-STD, VB-JMB, VB-SPR, VB-IORND, VB-6RND IRRIGATION VALVE BOXES FOR IRRIGATION D,F WATER EFFICIENT LANDSCAPE ORDINANCE" EQUIPMENT ALL LIDS TO BE BLACK IN COLOR AND BRANDED PER DETAILS NO 3M WIRE SPLICE CONNECTOR, MODEL DBRIY-6 FOR RCV WIRE CONNECTIONS SYMBOL s "I HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENT LANDSCAPE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE NO AS IRRIGATION WIRE # 14 AWG UF DIRECT BURIAL (U.L. APPROVEDi FOR RCV 'CONTROL' WIRES IRRIGATION C,S LANDSCAPE DESIGN PLAN". -�;5:f�� SYMBOL APPROVED WIRE #14 AWG UF DIRECT BURIAL (U.L. APPROVED) FOR RCV 'COMMON' WIRES ;;,, ..__ NO T CHRISTY TA-DT-3-BLU 3" WIDE METALLIC POTABLE WATER DETECTABLE MARKER TAPE SHALL BE INSTALLED 6" C DANIEL DELLE (RLA: #6642) 03/15/25 SYMBOL ----ABOVE ALL IRRIGATION MAINLINES NAME DATE NO T.CHRISTY ALL REMOTE CONTROL VALVES SHALL BE OUTFITTED WITH A ID TAG INDICATING THE CONTROLLER AND G, H, ISYMBOL VALVE NUMBER. VALVE SCHEDULE APFRO VfO F"" OF: NUMBER MODEL SIZE TYPE GPM WIRE DESIGN PSI PSI /RR/GA T/0/\J At✓O PL A!✓ Tl !1J G PSl @ POC PRECIP Ot✓L Y, l �/r·/ 1 '01/1/'G PRC Ci St I 2 3 4 5 6 7 8 9 10 1112 13 -�---- HUNTER ICZ-I0I-40 I" AREA FOR DRIPLINE 5.19HUNTER ICZ-I0I-40 I" AREA FOR DRIPLINE 7.35HUNTER ICZ-I0I-40 I" AREA FOR DRIPLINE 2.66ICY-IO I G-FS OR ICV-I5I G-FS I"BUBBLER 4.5HUNTER ICZ-I0I-40 I" AREA FOR DRIPLINE 0.83HUNTER ICZ-I0I-40 I" AREA FOR DRIPLINE I2.IHUNTER ICZ-I0I-40 I" AREA FOR DRIPLINE 1.78HUNTER ICZ-I0 1-40 I"AREA FOR DRIPLINE 8.73HUNTER ICZ-I0I-40 I" AREA FOR DRIPLINE 5.59HUNTER ICZ-I0I-40 I" AREA FOR DRIPLINE 2.05HUNTER ICZ-I0I-40 I" AREA FOR DRIPLINE 9.85HUNTER ICZ-I0I-40 I" AREA FOR DRIPLINE 5.87HUNTER ICZ-I0I-40 I"AREA FOR DRIPLINE 2.34 Common Wire - lffi�DSCAP,-�_ �---i "NE D.s�·11c, I;,<,� ,.. s ,, � "'---'<"_, �s,io.tu.c 12-22-26 '" liei,,u·;,11.lm, ·,1 12-19-25 . l>u« C c .,., -1 ' ,,.,,. ,,oOf' C ;,,.L'. t.Kpi�atior ., DATE Dote:1 2!_22l2 6 DESIGNER -- 31 1.1 40 286.4 40 270.3 35 246.0 30 236.5 40 212.9 40 209.8 35 I22. I 40 34.8 40 69.0 35 86.3 40 143.2 40 156,7 35 432.6 INITIAL OF WORK - 46.0 60.9 1.69 in/h 46.6 63.4 1.57 in/h 38.7 51.9 1.53 in/h 32.7 46.7 1.7 in/h 43.0 55.8 1.73 in/h 50.8 70.8 1.74 in/h 38.1 51 1.54 in/h 477 62.4 1.49 in/h 45.5 58.5 2.35 in/h 38 I 51.0 1.71 in/h 48.2 64.2 2.52 in/h 45.8 60.3 2.48 in/h 38 3 51.4 1.59 in/h - REVI SION DESCRIPTION 507 30th Street .1,l....,�U ,, LOCA T!Ot'1 or PLA tsJ Tltv G RCE A P� I , ,tA. // L'i s EXP. BLJIL T 11 DATE Newport Beach, CA 92663 949.675.9964 REVIE\>/ED BY: mis-la.com INSPECTOR DATE CTTI CITY Ci\RLS BAD OF 2 PLANr,ING DIVISION LANDSCAPE l:\iPRDVEMENT PLANS FOR: JEFFERSON STREET HOMES 2502-2518 JEFFERSON ST, CARLSBAD, CA 92008 IRRIGATION LEGEND, NOTES, AND CALCULATIONS I APPROVED: � /jdk(eL tferlif..R , PLMmlNG -N S-DW�I BY: PROJEC-NO. □�AWING r,o.DA Tc INITIAL DAE INICIAL CHKD BY:Ns CT2024-0004 DEV2024-0012 552-6LR\IWD BY:QQ LPC2025-0015 OTHER APPROl/ft.L CITv APt1ROVAL I ....._ I ' . . - ' • . ' - . Ci I . I • I . - -- ' ' [ I I ______r---- \ I I I , I • • . . -I -- ' - - I ' ------I ' . " " I , . <: ~ C ~ I ---1 I I ~ - CARLSBAD FIRE DEPAR1MENT Fire Prevention Division 1635 Faraday A\'enue --Carlsbad CA 92008 442.339.2665 WATER AVAILABILITY FORM SECTION A: TO BE COMPLETED BY CUSTOMER PROJECT NAME: Jefferson Street Homes 2502/2518 Jefferson Street PROJECT ADDRESS: 2502 JEFFERSON ST SR#: [Assigned uppn r;ilan submitti!I] CITY: Carlsbad, CA 82008-1418PHONE: EMAIL: KATHLEEN@DV'nLSONENG.COM------------largest Building (Ft,li:_6,_90_6._00 ___ _ S;:irinkled? Yes ----Construction Type:._V_B ____ Commercial/Residential: Residential Existing Development EDUs: 2.DO Proposed De•1elopment EDUs: _12_-0_D Note: Any revision of Sation � informatiicn after submission of this form ma11 invalidate test results ar.d require a new form submittal. SECTION B: TO BE COMPLETED BY CARLSBAD FIRE DEPARTMENT CFD Required fire flow {GPM): ____ Duration (hours): ___ Number of hydrants required: __ SECTION C: TO BE COMPLETED BY LOCAL WATER COMPANY, CUSTOMER TO PROVIDE RES UL TS TO CFD, Location of test (reference rnap required): TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 80 PSI Hydrant Number (if applicable): H60653 Elevation of test; Fi6 Feet Date/Time of Test1: -Pitot Tube Reading: -PSI Corresponding Flow: GPM Total Flow: 3,107 GPM Residual Pressure: 63 PSIAt max day demand, this water system is capable of providing a fire flow discharge@ 20 psi of no less than gpm. At ma�_Q_'1i_'l..d_�mand, the maximum fire flow available in the water system within the water purveyor's engineering standard for maximum velocity is no more than 3107 gpm, 1Test t□ be performed au.lr;se as pos.<.ib!e to the time lhe most conservative flows and pressures are e�pecterJ. Note: Jf the water availability information was obtained in a manner other than a flow test (i.e., computer modeling), fill out the information above as applicable and check here: _x_ Name/ Title/ Eng lie. No.: Connor R11tte□ / Project Engineer' C92734 Date: 7/09/2024 ® WATER PRESSURE REPORT C:\DRAWING FILES\TITLE SHEETS\XXXX.DW,G 7/20/2019 - A1 I A2 I I A3 I 1�1 1�1 5 6 0 0 12" 12"TYP. 12" 12" 12" 4 7 EDGE OF PAVING I PLANTERPLAN VIEW NOTES A CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE SERVICING VALVE. B.SET RCV AND VALVE BOX ASSEMBLY INGROUND-COVER/SHRUB AREA WHEREPOSSIBLE.C.SET BOXES PARALLEL TO EACH OTHERAND PERPENDICULAR TO EDGE.D.AVOID HEAVILY COMPACTING SOILAROUND VALVE BOXES TO PREVENTCOLLAPSE AND DEFORMATION OFVALVE BOXES. LEGEND 1.'RCV' HEAT BRANDED ON TO VALVE BOX LID2.APPROPRIATE STATION NUMBER HEAT BRANDED ON TOVALVE BOX LID3 RECTANGULAR SPECIFICATION GRADE VALVE BOX. TYP. 4.10" ROUND SPECIFICATION GRADE QUICK COUPLER VALVEBOX, TYP. 5.'QCV' HEAT BRANDED ON TO VALVE BOX LID6.HEAT BRAND 'FV' WITH DRIP ZONE 'RCV #'ON TO ALL VALVEBOX LIDS FOR DRIP SYSTEM FLUSH VALVES7 10" ROUND SPECIFICATION GRADE DRIP FLUSH VALVE BOX, TYP. 1/2" 1,1111 111 111 11 I I .1111 -1 2 6 NOTES: 14 2"MIN 6" MAX � 7 l>d--------{ 8 SECTION/ELEVATION 12 10 A SET TOP OF VALVE BOX 1/2" ABOVE FINISHED GRADE IN TURF AREAS. B.IN SHRUB AREAS INSTALL VALVE BOX 2" ABOVE SOIL LEVEL OR 1"ABOVE MULCH LAYER, WHICHEVER IS HIGHER. LEGEND 1.QUICK COUPLING VALVE. SEELEGEND FOR SPECIFICATION2.BRASS NIPPLE-QCV SIZED 4" MIN.LENGTH3.BRASS ST. ELL (2 REQ )4 BRASS ELL 5.BRASS NIPPLE- QCV SIZED12" MIN. LENGTH FOR 18" TRENCH18" MIN. LENGTH FOR 24" TRENCH6.PVC SCH 80 FITTING, TEE / ELL7.PVC MAINLINE SEE LEGEND FORSPECIFICATION8.#4 REBAR 36" MIN. LENGTH9.LANDSCAPE FABRIC10.SUPPORT BRICKS (3 REO.)11.3/4" CRUSHED GRAVEL, MIN. 1 CUBICFOOT12.STAINLESS STEEL CLAMP (2 REQ.)13.FINISH GRADE14, 10" ROUND SPECIFICATION GRADE VALVE BOX WITH "T" COVER. HEATED BRANDED MARKED 'QCV' 131 r:--�-=r p�-2' MAX " ' SEE NOTES J� 1 & 2 .-, 1 \ I� -;;fEl I M T I I I ' I I G)-- "''"' � ") :.; � ... 1IW* L.J -- __ !_J �J I 2 "i,) II I I I I � 12" �IIN. 36" W\X. 36" (�AX . . ,.,. " " s'-i >---(:1,) (.. .I�-�. •; •\.. flA . 4, 3 ., ... SEE NOTE 5 (2) (TYP) / I i;::-.=-.=-.=-=:,:'.-,'PUBLIC PRIVATE CUSTOMER RESl�ONSIBILI TY -~·-MATERIALS AND INSTALLATION SHALL CONFORM TO THE CAUfORNIA PLIJM8ING CODE. NOTES: 1.DO NOT INST.ILL PLASTIC Pl?E. OR PLASTIC FlTTINGS BETWEEN THE METER AND BACI.FLOW ASSEMBLY.2.�HEN SERViCE MUST EXlEND UNDER SIDEW.\LK, INS/ALL A SCHEDULE 80 PVC SLEE\oE A.ROUND TiESERvlCE TUBING BETl'IWI THE METER BOX AND THE BACKFLOW PRE'IENTION D'IICE. 3, CONSTRUCT 2' HIGH RETAINING WALL ON 3 SIDES Of BACKFLOW PREVENTER WrlEN INSTILLED ON 4: 1 ORGREATER SLOPE. OPEN END SHALL BE AT DOiNHILL SIDE Of SLOPE. PROIIDE 2' HORIZONTAL CLEARA\CE BE:\\EEN WI.LL AND BACKFLOW PREVENTER. 4.DO NOT INSTAii. IN AREA SUBJECT TO FLOCDIIJG.5.WR.IP COPPER OR BRASS TUBING l'lllli 10 MIL UTILllY TAPE WHEN EMCASED IN CONCRETE. ITE�1 DESCRIPTION SPEC/DWG 1 ,IETER AND BALL VALVE /BY DISTRICT> ----·--THRF ADED BRASS OR COPPER PIPE 15057 3 BRASS 90' ELBOW !THREADED\ ---15057 4 THREADED BRASS PIPE 15057 @ VALVE BOX LOCATION N.T.s @ QUICK COUPLER ASSEMBLY N.T.S BRASS UNION 15057 ----·-·--------use APPROVED BACKFLOW PREVENTION DEVICE 15112 FOUNDATION ANCHOR BLOCK -· -�------03000REV. CARLSBAD MUNICIPAL WATER DISTRICT SECTION/ELEVATION NOTES LEGEND 1.PVC MAINLINE OR MANIFOLDSUBMAIN / BACKBONE PIPE. SEELEGEND FOR DEPTH AS PERSPECI FICA Tl ON2.LANDSCAPE FABRIC, MINIMUM 4.5 OZ.MATERIAL. SEE SPECIFICATIONS FORAPPROVED TYPE3.PVC SCH 80 SLO-CLOSE BALL VALVE,INSTALL VALVE CENTERED IN BOX.REFER TO LEGEND FORSPECIFICATION4.8" PVC CL 160 PIPE OR NON-PERFDRAIN PIPE, LENGTH AS REQUIRED.FIT PIPE OUTSIDE UNION. USE FABRICTO FILL IRREGULARITIES5.3/4" CRUSHED GRAVEL, FILL TO 2"BELOW TOP OF SLEEVE AND 5"BELOW BALL VALVE FOR SUPPORT6.SUPPORT BRICKS, (3 REQ.)7.SITE SOIL8.FINISH GRADE9.10" ROUND SPECIFICATION GRADEVALVE BOX WITH BOLT DOWN 'T'COVER. HEAT BRAND "BV" ONTO LID.A.SET TOP OF VALVE BOX 1/2" ABOVE FINISHED GRADE IN TURF AREAS.B.IN SHRUB AREAS INSTALL VALVE BOX 2" ABOVE SOIL LEVEL OR 1/2" ABOVE MULCH LAYER, WHICHEVER ISHIGHER. CONTRACTOR TO PROVIDE ONE STANDARD 30 INCH SPRINKLER KEY WRENCH FOR THE OPERATION OFBALL VALVES.® PVC MAINLINE ISOLATION BALL VALVE N.T.S 1 2 3 4 5 LEGEND 1.ON-GRADE LATERALPIPE2.UNDISTURBED SOIL3.COMPACTED BACKFILL4.LATERAL LINE5.2-WIRE CABLE WITHINELECTRICAL CONDUIT APPROVED DATE f),c-�J) t .. ,j/£7 /22 .1aW.i 1 2" & SMALLER BACKFLOW DISTRICT ENGINEER RCE 55974 1)1'."f"'" PREVENTION INSTALLATION STANOAfi'f) OWG. NO. W-6 @ BACKFLOW ASSEMBLY N.T.S 6.MAINLINE TRACER TAPE 1------------------------------------ C F SECTION/ELEVATION DEPTH CHART A 6" & LARGER 3" &4" 18" 21/2" & SMALLER 12" WIRING -NOTES: B 0R AWG #6 BARE COPPER TRACER WIRE, REFER TO LEGEND FOR SPECIFICATION 7.MAINLINE, REFER TOLEGEND FORSPECIFICATION8.ROADWAY / PAVING9.SAND BACKFILL10.LATERAL LINE SLEEVE11.MAINLINE SLEEVE12.CONTROL WIRE SLEEVE C D E F 36" 36" 36"36" 36" 24" 24" 30" 36" 36" 18" 18" 24" 30" 30" -BESIDE --BESIDE MAIN MAIN A SLEEVE UNDER PE DESTRIAN WALKWAYS SHALL EQUAL DEPTHS INDICATED IN COLUMNS A, B, & C. B.LINES MUST HAVE MIN. CLEARANCE OF 4" FROM EACH OTHER & 12" FROM OTHER TRADESC RUN WIRING BESIO E MAINLINE AT LOCATION SHOWN, TAPE & BUNDLE@ 10' 0 C D.TIE A 24'' LOOP IN A LL WIRING AT CHANGES IN DIRECTION, WHEN NOT INSTALLED WITHIN CONDUIT.E.ALL SLEEVES MUST BE 2X THE DIAMETER OF THE PIPE WITHIN.F ALL SLEEVE ENDS MUST BE SEALED WITH FOAM SEALANT INSIDE PIPE TO MINIMIZE DEBRIS INTRUSION. G.ALL SLEEVES MUST EXTEND 12" MIN. DISTANCE PAST EDGE OF ROADWAY, CURB, OR SIDEWALK.H.CONTRACTOR MUS ROOT BALLS, (MIN. T ADJUST MAINLINE AROUND ALL STREET LIGHT LOCATIONS, LIGHT BOLLARDS, TREE 5' CLEARANCE), AND OTHER OBST AC LES. @PIPE/W IRE/ SLEEVE INSTALLATION N.T.S �!<DSC-4p� \""it-IE D1:,-�<. '1.tf'c, ("' 1:,.�4) • • Cc --� ...... _ ,. ..., �-s,,,_"" ,,. -�. --l 12-22-26R,"c"al . .Jue� ,;, 12-19-25 ,,: D«e ? '. �, r� 0,F O f. CAL.\\'· Exoirat'on Dote:12/22L26 DATE INITIA_ DESIGN cR OF WCRK REVISION DESCRIPTIJN 507 30Ih S1reel APPROVED FC)R /RR/GA TIO/\/ Af1JO PLA!'JTING 01\J LY, !!'J CLU O!t1J G p�r-c;cr, K� --Jt. LOCA T/0/1✓ r)' �, PLAt✓ T/1\JG RCE AREA. II(� s EXP. BUIL T 11 JJAll Newport Beach, CA 92663 949.675.9964 REV IE lv'ED BY: mjs-la.com INSPEC TOR DATE I 513T I CITY OF CA.RL8BAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: JEFFERSON STREET HOMES 2502-2518 JEFFERSON ST. CARLSBAD, CA 92008 IRRIGATION DETAILS I APPROVED: �-� ,z/q/zte PLAl�NlflG DWN BY NS PROJ.C:CT fW. DRAWING NO. DATE lfllTIAL DATE INITIAL Ci-,KD BY: Ns CT2024-0004 DEV2024-0012 552-6LOTHER !'\PPROI/AL CITY APr0ROVA.L RVWD EY: QQ LPC2025-0015 I I - I ' - @r+--iG 0::: Fl , ' 3 l i;::;J ,. • - /llE)l] I n 71 ""--"-"l R ' -- 6 . I, !~~8) ,, ff>':t { r\ I 111111 I 3 ' 5 I I ~~='' / ~L .... ~1/ ~ ,----r--,,/-c__;r-----a---------,, ~ 3 ----- . ~ - 0 ~ -) . .. -- I I ' I ' ---- 2 5 6 7 '- • .b-' ... ' ~ -r.1::..:,J:::1===±::- C-'-'.. I I I -~·I :(_--,J II -~ -----c \..· . 11 II I C: \DRAWING FILES\TITLE SHEETS\XXXX.DWG 7/20/2019 " I'IP'. 2" j \ 2°"MIN. i--ifJ------( 8 7 1.->< po, - - " � � � 6 0 0 �-���-SECTION/ELEVATION ��-------.L_____,II:_"'.:_-_-_-�++-1,J 5 NOTES: A SET TOP OF VALVE BOX 1/2" ABOVE FINISHED GRADE IN TURF AREAS. B.IN SHRUB AREAS INSTALL VALVE BOX 2" ABOVE SOIL LEVEL OR 1" ABOVE MULCH LAYER,WHICHEVER IS HIGHER. LOW FLOW DRIP IRRIGATION A REFER TO IRRIGATION LEGEND. INSTALL HY FILTER PER MANUFACTURES RECOMMENDATIONS LEGEND 1.PVC LATERAL LINE PIPE TO ZONE 2.3/4" CRUSHED GRAVEL, MIN. 5"-6" DEPTH 3.REMOTE CONTROL VALVE, REFER TO LEGEND FOR SPECIFICATION 4.LANDSCAPE FABRIC 5.PVC SCH 80 MAINLINE TEE/ELL FITTING 6.SOLID BRICK, NOMINAL SIZE (MIN. 4 REQ.) 7.PVC PIPE, MINIMUM PRESSURE RATING-315 PSI, SIZE PER IMMEDIATE DOWNSTREAM RCV LATERAL SIZE 8.PVC SCH 80 SS EL, SIZE PER #10 9.SCH 40 PVC MALE ADAPTER MIPT x SLIP, OR REDUCING MA THREAD SIZE PER RCV THREAD SIZE 10 PVC SCH 80 TT UNION, (2 REQ), SIZE PER RCV. (MAY SUBSTITUTE WITH DURA COUPLING MANIFOLD SYSTEM, P/N 332-010, 332-015, 332-020. SCH 80 NIPPLES DOWNSTREAM AND UPSTREAM OF RCV ARE NOT REQUIRED) 11.PVC SCH 80 PVC NIPPLE, RCV SIZE, MIN. LENGTH 4" (2 REQ.) 12 FINISH GRADE 13.RECTANGULAR SPECIFICATION GRADE VALVE BOX WITH BOLT DOWN 'T' COVER. HEAT BRAND ''RCV" ANDZONE# ON LID 14.RCV PURPLE ID TAG -IF REQUIRED 15 CONTROL WIRES WITH WATER TIGHT SPLICES PROVIDE 24" COIL OF WIRE AT VALVE - I ,J- Ir 0 =:,, 3 •0® 7 -----@ g' (.E," "' , I■ 12 J..I g' @-------- ?. 11 13 8 14 11 .< LEGEND 1. 2. 3. 4. 5. 6. 7. 8. g_ 10. 11. 12. 13. 14. 15. IRRIGATION MAINLINE MAINLINE TEE FITTING, MAINLINE x MANIFOLD SIZE MANIFOLD ISOLATION VALVE. REFER TO LEGEND FOR TYPE. MANIFOLD SIZE ALL VALVE BOXES TO HAVE A MINIMUM 12" SEPARATION BETWEEN BOXES IRRIGATION MANIFOLD "SUB-MAINLINE" PIPE SIZE PER LARGEST LATERAL PIPE REMOTE CONTROL VALVE RECTANGULAR SPECIFICATION GRADE VALVE BOX. REFER TO LEGEND FOR TYPE PVC SCH 80 UNION. ONE OR TWO REQUIRED SEE RCV INSTALLATION DETAILS LATERAL LINE TO SPRINKLERS SIDEWALK / HARDSCAPE EDGE, INSTALL BOXES 12"-18" FROM EDGE QUICK COUPLER VALVE MAINLINE TEE FITTING, MAINLINE x 1-1/2" SIZE QCV MANIFOLD ISOLATION BALL VALVE REFER TO LEGEND FOR TYPE QUICK COUPLER SWING JOINT 10" ROUND SPECIFICATION GRADE VALVE BOX. REFER TO LEGEND FOR TYPE @ RCV ASSEMBLY FOR BUBBLER & LOW FLOW DRIP SYSTEMS ® MANIFOLD LAYOUT N.T.S 15 3 12J13),,14 NOTES: A SET TOP OF VALVE BOX 1/2" ABOVE FINISHED GRADE IN TURF AREAS. 7 B.IN SHRUB AREAS INSTALL VALVE BOX 2" ABOVE SOIL LEVEL OR 1" ABOVE MULCH LAYER,WHICHEVER IS HIGHER. LEGEND 1.HUNTER REMOTE CONTROL VALVE (!CZ) PER PLAN 2.IRRIGATION VALVE BOX PER PLAN -HEAT STAMP LID WITH 'RCV' IN 2" LETTERS 3.WATERPROOF CONNECTORS (2) 4.18"-24" COILED WIRE TO CONTROLLER 5.FINISHED GRADE IN TURF 6.ADJACENT TURF 7.MAINLINE LATERAL AND FITTINGS 8.FINISHED GRADE IN PLANTER BED 9.SCH. 80 TO.E NIPPLE-MATCH SIZE TO VALVE AND UNION -LENGTH AS NEEDED 10.PVC SLIP UNION 11.BALL VALVE -LINE SIZED 12.BRICK SUPPORTS (4) 13.FILTER FABRIC -WRAP TWICE AROUND BRICK SUPPORTS 14.3/4" WASHED GRAVEL -4" MIN DEPTH 15.IRRIGATION LATERAL I pnpr)\ 'C-{' ,-,,pA 1 'j vcu /- (_;,,I RR! GA Tl Ot✓ A (1J D PLA !1J T; IVG ,-1 A I/ '/ / /1 / r; 1 I,/, , (' O, � � • n -1,j1v�), , , /j_,.;L/,/1Ju , r:,_ (,/i'!t !_ 0 CA Ti C f1J OF /7 LA IV T! ;\1 G AREA. (8) REMOTE CONTROL VALVE (ICZ) WITH ISOLATION VALVE 507 30th Street Newport Beach, CA 92663 949.675.9964 RrF___ EXP ___ _ REV1E'v✓EJ 3Y: ' mjs-lo.com D/\TE CITY OF CARLSBAD FL.I\N1Jll1IG )IVISICl1I f---+---,---------------t---+--t------i----1 s, 4T I---"--::-:==--=---=--=========,· LANDSCAPE llvlPROVEMEN'l PLANS fOR �,1\1,ar,;re -0-. ,_., 12-22-26 �� , 12-19-250\ A>ec ;,.'\ DAE -�JT1AL-------------------+-D -AT-E--+-ll:-IT -IA-L +-D-A-TE--l-ll-,IT-IA-L71-, ;.c------; o'-Op c"''' cEs1Gr1rn ,y woRK REV s o,i ::::scRIPTIoi,1 01HEF APPRov.AL c11Y AF'PRovAL Ex�ir,;i_icr1 Dule:12/22126 JEFFERSON STREET HOMES 2502-2518 JEFFERSON ST. CARLSBAD, CA 92008 IRRIGATION DETAILS t1FPROVED: � � DWl•I BY NS r:R0IECT 1JOC�KD BY: NS CT2024-0004 DEV2024-0012 R VWD 3 Y DD LPC2025-0015 -"-'-""-__c"_-'--==� DRA\//lr:::: 1:10 552-6L 15 14 12 C ~ -✓xA>i"~;~ .. +4-½=;.,;-=:~-lffl l~ ... ~111 :!:!jl lfl 2::MIN 11 9 ' -I I I=-_ 6 M -11 111 111, ~ j 10 7 --= -11 111 -1, 'ff1 " r ---, -((~\ 11 --ill· -11 1:--I I TTII I 1111, 1 --,, Il l ~i ~ • ,~' -"' '~ ~ ~~ ' ur L~~-=-,-_ 1-II ITT' 1~117'" ~ I ~ '"= ii ----~ I 5 6 I 2 3 4 . ~ '!:, rfr"" -\ r==~~===t ~~-~r-.-= ;;Ill Ill Ill 111. '-'r ;~, ~ ~ tr u '11, "11 ," '11 ," '11 ,) ''I Cell I-a,_ ~ ~ l1 11 11 L 1 i' IIITT= cllll -• " ILi ITT - g_lll.,I; ::::t ,~,1~11 1 IITT11 1i'llill m-1"-l ' •1--·~1 I "---111 II J-1 1 - II -, 'L _ -111=111-1 •-111 IO ( _ 1 /1._ ,aill=lll--=l]= '1 • ·11IL111 ,. :::; 11.L--. -'= 0 - --"11 ,"TI -" ' -•:JI--, 1 , - 1 m=i rc-"~rr ", ' • -~ -c I Il l Ill Q 11 .. ,1 J I -l?<,_ -'ml' I • , , I 11 111 IIL 1 , -"=a-=, • ~'-. ;J ill,11111 11 I ~-lll]TT ~----,,<JAcr-rJr:[~ \-:(;\o, -II \n1 I II ~ II '1rr /,;;:;:;; '/'t(~I, Aq~JCc6c:c7\lJ11, '111111-111 ~w=-' '-' )~oi-s,,'7 ,. "'""'""-" ' _,, ' ill ----t':"::,,-'t-Y )ty )~ '7'~111_111;:; Ill I 11~--LL I 1 '--<' J C ~ ~•-• -1-c--___,,,~~I ~~I W:!n, ,=. I, __ , , i= 11 lil'i llii ,I I I=- 7 I 1 I I I I II " " .,,_ - 6 ~ I nn=--:"" ~~--® ;~- I ---.,.. 0 I 1)' ~=f •J-, --H'·LJ I ~ ' ' 4' ' . ~~II C 'IPLAN ~lll•IG , I I ' ~. I ' ~ - ' ' ' ' DATE INSPEC TOR I I ,z,/'f /2ce I V I ' ' I I 2 2 -.w_r,7 � -�-- � I ®-t ·ISEE �I i-----/ h 1111 NOTE'B' / c;;-.. / I / 'I &--= INSET B - 11111 " ®t\ / 1 \J; - 1 \ / •'I� t:J:=:1C=0; P==O�==Clb=::t:I I '-------' � : 11J---------<A:::.._1I V --t--..__ I ______,_, I ij 0)DRIPLINE-CENTER FEED LAYOUT 2 L� 1 _I ll 4 � - @ � I I SEE -I -I NOTE 'B' I I 6 I I I � I � I I v· •. +-. +-•• I 8 q:: I :-----,...__ I '-I I I I ' '• '• '• '. -I I I L "IDl_)c" �E;J -v----�1_JPLAN VIEW/SECTION @ DRIPLINE-END FEED LAYOUT C: \DRAWING FILES\llTLE SHEETS\XXXX.DWG 7/20/2019 13 14 LEGEND 1.PVC EXHAUST HEADER2.PVC SCH 40 FEMALE THRD TEE (SSF) OR ELL (SF) (TYPICAL)3.BARB X MALE FITTING: RAIN BIRD XFF-MA-XXX FITTING (TYPICAL)4.FLUSH VALVE (TYPICAL) WITHIN 10" ROUND BOX5.PERIMETER OF AREA6.PERIMETER DRIPLINE PIPE TO BE INSTALLED7.ECO-ID ZONE OPERATION INDICATOR8.LATERAL PIPE SUPPLY MANIFOLD WITHIN A 12" TRENCH, PER PIPE DETAIL9.CONNECTION FROM SUPPLY MANIFOLD TO DRIPLINE (TYPICAL)-SEE INSET B10.SUB-SURFACE DRIPLINE TUBING: REFER TO LEGEND FOR SPECIFICATION11.GALVANIZED TIE-DOWN STAKE, RAIN BIRD, MODEL TDS-050. (TYPICAL)12.BARB x FEMALE FITTING RAIN BIRD XFD-TFA-075 OR XFF-TMA-050 WITH PVC THREADED COUPLER13.PVC SCH 80 NIPPLE, 6" LENGTH FOR 12" LATERAL PIPE TRENCH DEPTH14.PVC SCH 40 TEE OR EL, Sx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�v '>;,;,, V, � LEGEND 1.MASTER VALVE per IRRIGATION LEGEND2.WIRE TO SATELLITE CONTROLLER MASTER VALVE CIRCUIT (36-INCH EXPANSION COIL, EACH WIRE)3 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL4.BRICK (1 OF 4)5.RECTANGULAR VALVE BOX WITH COVER RAIN BIRD VB-STD6.FINISH GRADE7 FLOW SENSOR RAIN BIRD FS SERIES 8.PE-CABLE TO FLOW SENSING EQUIPMENT AT SATELLITE CONTROLLER ASSEMBLY (36-INCH EXPANSION COIL)9.DOUBLE-STRAP SADDLE10.WIRE SPLICE: SEE RAIN BIRD DETAIL PE-SPLICE-TW FOR SPLICE. SEE FLOW SENSOR WIRING DETAIL FOR WIRINGDIAGRAM11.CONCENTRIC REDUCER NOTE: 1.REFER TO MANUFACTURER'S TECHNICAL DATA FORFLOW SENSOR INSTALLATION BASED ON PIPE SIZINGPARAMETERS. 2 1 6 # I %(, 7 8 10 sx 6 I OX DIAMETER +-------------------,r--O F PIPE _,,_ __ DIAMETER---+ OF PIPE (D MASTER VALVE and FLOW SENSOR 1----1------+------- -------- Re VISIOl:J DESCF\IPTIOf! 507 30th Street ! k' R i GA Tj Or 1J A f J n IJ LA/\/ Tl 11} G �; 111 - '( 1 1 ,., , ; ; r1 ;1; 1~· o D � 1- 1 c �l1✓L ,, 1/1/lL-u,/ Iv' I 11t•-·,._)� L• c··J r-;, '1 I n ;11/ (;' I- i u ;· A ;\1' r; /1 ; (:V 17 , � / I __ , . I , Ii ,_) AR�A. DATE Newport Beach, CA 92663 949.675.9964 �l\/ll\✓ED BY mjs-la.com rnsPECT□R :,))[[T CITY OF CARLSBAD ---l 5 l'LilfJNll')G DIVISION;:::L=AN==D==s=c=-A-'=P==E=l=='d==P==Ro==\==,E==M::;E==N�T=P==l=,A�N==� =r==o==R=====� JEFFERSON STREET HOMES 2502-2518 J[FFERSON ST. CARLSBAD, CA 92008 IRRIGATION DETAILS --+---+----+----+------1 1-A-P-P_R_o_vE_c_,: �c..,0µ,���-,/1ic...p..._Jl#t=,,,V�_ P /11,Jr, I fl G 2 /tj/z� I CP,TE INITIAL OTHER �.FPROVAL CITY APPRC'/AL DWfl RY 01 <O BY: RV'Jv,, E Y: NS NS DD PROJECT f, ::J CT2024-0004 DEV2024-0012 LPC2025-0015 DRilWll:IG rm.552-6L C 0----- ==c I I I I L , v.. ~ ~LAN VIEW/SECTION . I J -- .□ A . I-• -• L?_ ' ' I . l . .,........., • --- 11--------l S 11 F 4 3 I-----+---------------------j----j------t---t-1 ------t I----+--+------- - .,jl 12-19-25 ,,: ;,. r.Mlc +-" DATE l~HTI AL "lJ--.f: "o'f- 0 F C ,\ L '-DESIG NER. o-=-WORK Expiration Da \e:l?./22126 DATE INITI AL . I -1 AP1°ROV[O FO.R -- ' I ' ' - ' -. . . --' --' ' - // /\ <::: H 0 "9U I L T 11 RC[ __ _ EXP. ___ _ DATE n I I -L ' I -1 I ' ' - 1 -' C: \DRA'NING FILES\TITLE SHEETS\XXXX.DWG 7/20/2019 II T111111111111111111111111T :1 I I I I I I I 111111111111111 1: 11=11 111=11 f-i-----_..---------1 5�-------11,-'-� SECTION/ELEVATION N.T.S. LEGEND 1.1/2" ABOVE FINISHED GRADE IN TURF AREAS2.RAINBIRD ARV-100 VALVE KIT, AIR /VACUUM RELIEF VALVE3.6" ROUND VALVE BOX, HEAT BRAND "ARV" ONTO LID. 4.FINISHED GRADE IN SHRUB AREAS5.SUBSURFACE DRIP TUBING6.BRICK SUPPORTS7.LANDSCAPE FABRIC8.3/4" ROCK, 1/2 CUBIC FT9 RAIN BIRD EASY FIT TEE, MDCFTEE AND FPT ADAPTER-MDCF75FPT 4 2,--------i 3 Bl-----.✓ /--------!5 L..L���=-::-.:-��---3--------i 4 SECTION/ELEVATION NOTES: LEGEND 1.FINISH GRADE 2.ECO-INDICATOR 3.DRIP MANIFOLD TEE OR EL 4.PVC DRIP MANIFOLD PIPE. SEESPECIFICATIONS FOR DEPTHREQUIREMENTS 5.SWING JOINTHUNTER 'PRO-FLEX' TUBING,HSBE-050 ELBOWS (2) 6.1/2" MARLEX STREET EL 7.MULCH LAYER 8. ALTERNATE INSTALL: WHEN ATTACHINGUNIT TO DRIP TUBING CONTRACTOR MAY INSTALL UNIT USING 1/2" BARBED INSERT FITTINGS AND DRIP POLYETHYLENE TUBING A INSTALL ONE (1) ECO-ID WITHIN EACH PLANTER TO SHOW EXTENT OF ZONE WHILE UNDER OPERATION. B.DUE TO CLARITY ISSUES ECO-ID SYMBOLS ARE NOT SHOWN ON PLAN.C CONTRACTOR SHALL REVIEW EACH DRIP ZONE AREA AND LAYOUT TO DETERMINE EXACT QUANTITY OF ECO-ID UNITS TO INSTALL. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNITS REQUIRED ON THE PROJECT. D.IN TURF AREAS INSTALL UNIT 1/2" ABOVE FINISHED GRADE.E.IN SHRUB AREAS INSTALL UNIT 2" ABOVE SOIL LEVEL OR 1" ABOVE MULCH LAYER, WHICHEVER IS HIGHER.F.DUE TO NO FACTORY INSTALLED CHECK VALVE INSTALL AT HIGH POINTS OF ZONE, OR INSTALL HUNTERMANUALLY INSTALLED CHECK VALVE, P/N 462237SP. @ AIR RELIEF VALVE N.T.s f'M" DRIP ZONE OPERATION �INDICATOR ASSEMBLY N.T.S LEGEND 1.SHRUBS/GROUND COVER 2.MULCH LAYER*, REFER TOLANDSCAPE SPECIFICATIONS 3.FINISH GRADE4.NATIVE OR AMENDED SOIL*, REFERTO LANDSCAPE SPECIFICATIONS 5.DRIP TUBING INSTALLATION: 4"-6" OFSOIL COVER 6.WIRE STAKE, SPACE AT 4 FT O.C.ALONG ALL TUBING LATERALS 2" 4"- 611 RECOMMENDED INSTALLATION NOTES: A.TO INSURE EVEN PARALLEL AND LEVELTUBING ROWS IT IS RECOMMENDED THATTHE SOIL LEVEL IN THE PLANTER AREAS BEGRADED TO 4"-6" BELOW FINAL GRADE,LEVELED, AND PROPERLY COMPACTED ASPER THE LANDSCAPED DRAWINGS PRIOR TOTHE INSTALLATION OF THE TUBING. SOILCOVER OVER TUBING SHALL BE 4"-6"B.INSTALL TUBING AS INDICATED ON THESEDRAWINGS AND SECURE TO GRADE USINGWIRE HOOP STAKES AT 4 FT 0. C. SPACING. *NOTE: DEPTH PER LANDSCAPE SPECIFICATIONS SECTION/ELEVATION ® DRIPLINE INSTALLATION N.T.S 1 2 ����L_--t-7'_J�t r I II I I I II I 3 l-E=t+l==+t-11'------l NOTES SECTION/ELEVATION 6 A INSTALL ONE (1) FV FOR MAXIMUM OF EVERY 800 FEET OF TUBING LEGEND 1.AUTOMATIC FLUSH VALVE REFERTO LEGEND FOR SPECIFICATION 2.7" ROUND VALVE BOX, HEATBRAND "FV" WITH RCV# ON LID 3.1/2" PVC COUPLER, FxF 4.LANDSCAPE FABRIC 5.1 /2" PVC EL, SF 6.1/2" PVC PIPE FROM EXHAUSTMANIFOLD 7.SCH 80 PVC NIPPLE 1/2" x LENGTHAS REQUIRED 8.3/4" CRUSHED GRAVEL, MIN. 1 CU.FT. 9.FINISH GRADE , OR PART THEREOF, IN ANY ZONE. B.INSTALL IN LOCATIONS AS DESCRIBED IN THE LEGEND AND DRIPL INE INSTALLATION DETAILS.C.DUE TO FIELD CHANGES OR OTHER REASONS TOTAL FV SYMBOLS SHOWN ON PLAN MAY NOT EQUALTOTAL QUANTITY OF FV'S REQUIREDD.CONTRACTOR SHALL REVIEW DRIP ZONE AREA AND LAYOUT TO D ET.ERMINE EXACT QUANTITY OF FV'STO INSTALL.E.SET TOP OF VALVE BOX 1/2" ABOVE FINISHED GRADE IN TURF ARE AS.F.IN SHRUB AREAS INSTALL VALVE BOX 2" ABOVE SOIL LEVEL OR 1" ABOVE MULCH LAYER, WHICHEVERIS HIGHER. TIC rtJ\ DRIPLINE ZONE AUTOMA � FLUSH VALVE ASSEMBLY N.T.S �,h'!JSCAJ�}? ;%'-{t,\E Dt;c�-(, "tttQ <<' � C· r -'<i, "' " �i,.U,ll<lnl � -l " 12-22-26 c-� • I �'.1';'.;' ::d . ''?, .J..Lc --.. z '1.t '<-� t,, 0 DATE LEGEND 1.PVC EXHAUST HEADER2.PVC SCH 40 TEE OR ELL (TYPICAL)3.FLUSH VALVE WITHIN 10" ROUND BOX (TYPICAL)4 BARB X MALE FITTING: RAIN BIRD XFF-MA-XXX FITTING (TYPICAL) 5.PERIMETER OF AREA6.PERIMETER DRIPLINE PIPE TO BE INSTALLED7.SUB-SURFACE DRIPLINE TUBING: REFER TO LEGEND FOR SPECIFICATION8.GALVANIZED TIE-DOWN STAKE, RAIN BIRD, MODEL TDS-050. (TYPICAL)9. SUPPLY HEADER10.ECO-ID ZONE OPERATION INDICATOR11.LATERAL PIPE SUPPLY MANIFOLD WITHIN A 12" TRENCH, PER PIPE DETAIL NOTES:A DISTANCE BETWEEN LATERAL ROWS TO BE BASED ON SOIL TYPE. PLANT MATERIALS AND CHANGES IN ELEVATION. MAXIMUM SPACING SHALL BE 14" APART FOR TURF AREAS. MAXIMUM SPACING SHALL BE 18" APART FOR FLAT SHRUB AREAS. FOR ADDITIONAL INFORMATION SEE RAIN BIRD DRIPLINE INSTALLATION GUIDE FOR SUGGESTED SPACING. B.INSTALL SUB-SURFCE TUBING MAXIMUM 3" FROM ANY HARDSCAPE EDGE IN TURF AND 9" IN SHRUBS.C PLACE TIE DOWN STAKES EVERY 3' IN SAND, 4' IN LOAM, AND 5' IN CLAY. D.MAXIMUM TUBING LENGTH OF RUN SHALL NOT EXCEED 150' FROM LATERAL PIPE SUPPLY MANIFOLD.<USE EXTREME CAUTION �r, -J==-:17C�;;;:J:1;-J:::::-;::[::;-\ DURING LAYOUT IN 2 }---U 6 1---.-i SEE�1 NOTE 'B' I I I 7 L-1-ft ____ .....I 8 )---<J......I I I I I I 3 \ \ \ \ I L:�==1_D::J=3�::eo===!:::'.:]::::::::[�� PLAN VIEW/SECTION 10 \ � \ I I I I I I CD DRIPLINE-IRREGULAR FEED LAYOUT N.T.S INITIAL DAT[ 507 30th Street L\f-,lU(\:)�/i I'I I '--./ C_tjIp� I ,c-, " �; ,�I{). \ K. '._7 /--\ /, I~" i\ i1!Ll fi/ V , (){JI '/ J �)' '/ /r•; / IQ/' Ir-/,\1.J _'.J ,/lj(-7 f-()1-) \_., I \ pL· ;1 I\! T1· /•Jr:,·1 f\J V 1_, o-•�c-,•,� , h:L-Cl:Jt/ r) r ;\ T' n /1 / �l,.._./{_/;---'I /(jl \i nt--•J !�LA IV T! 1\1 G �CE // AS , R ,-L\ .A. 1t. .. BJIL T 11 EXP ]ATE Newport Beach, CA 92663 949.675.9964 mjs-la.com NITIAL DAT[ NITIAL RE\/IE'vJEJ �v.�' ]l,ISPEC-□R UAll I sl61 I CITY OF CARL:::; BAD F' L 1\1� 1111,1 G DIVISICN LANDSCAPE IMPROVEMENT PLANS FOR: JEFFERSON STREET HOMES 2502-2518 JEFFERSON ST. CARLSBAD, IRRIGATION DETAILS 1�� �FLMl '"ll,IG ---_ t6_ _ _ OWII BY: CHl<D 3Y NS NS --- -P'WJ':CT IW. CT2024-0004 DEV2024-D012 I CA 92008 ,z./ 1 /Z(f I )RN/vlllG 1,10 552-6LOF C,,,_1"\"\' DESIG�·JER JF WCP .. '\ REVISION DESCRIPTIDl'l OTHER ,'IJ't'ROVA_ Expiroti-::in Dat.e:l 21_22/26 Cl TY APPROVAL RI/VIC BY: QQ LPC2025-0015 1 C \ " ; 1 \ , / 112· \ y l\/?tH'tJG~ C " THESE OP EN AREAS 4 I-I- I-r I-I- I-,_ I-,_ 1-1-I-I-I- , ' , ' I I ---I I ~' 1-----t--, ~'------I ' -= = I ~I' --~--I I I I 1 -111 TI 11 i-111=--,' 15 10 13 12 16 @ FERTILIZING SYSTEM l'l'.e *Note all grounding requirements for controller assemblies shall conform to local electrical codes. 1.Imperial Assemblies 18" front entry wall mounted Controller Assembly NEMA 3R rainproof enclosure (UL listed) 2.Controller 3.Power switch/G Fl receptacle 4.Master valve relay assembly or pump start relay assembly (optional) 5.Terminal Board 6.Remote Receiver Connector (optional) 7.1" PVC conduit for 120 VAC from metered power supply 8.PVC conduit for control wires, size as required 9.1" PVC conduit for fiow sensor cable PAIGE CABLE P -7162 - D (if applicable) IMPERIAL TECHNICAL SERVICES fi7\ FRONT ENTRY WALL MOUNTED LEGEND 1.FINISHED GRADE. 2.BLACK PLASTIC RECTANGULAR SUPER JUMBO VALVE BOX 30"L x 18"W X 17"H. WITH LOCKING PURPLE COVER . 'USE STAINLESS BOLT, NUT, AND WASHER. HEAT BRAND "Fl" ONTO LID MARKED FOR "RECYCLED WATER". 3.PROPORTIONING CAP WITH FEED ADJUSTMENT KNOB. 4.EZ-FLO SHUT OFF VALVES. 5.EZ-FLO FERTILIZING SYSTEM, SEE LEGEND FOR SIZE. 6.(FERTILIZER OUT) CONNECT CLEAR TUBE TO GREEN CONNECTIONS ON PROPORTIONING CAP AND COUPLING. 7.(WATER IN) CONNECT BLACK TUBE TO BLUE CONNECTIONS ON PROPORTIONING CAP AND COUPLING. 8.1/4" TUBING CLAMP -BOTH THE GREEN AND BLUE COUPLING TUBING CONNECTIONS. 9.APPROVED BACKFILL. 10.PVC MAIN LINE TO VALVE MANIFOLD. 11.EZ COUPLING CONNECTOR -INSTALL ACCORDING TO WATER FLOW DIRECTION ARROW, SIZE PER MAINLINE. 12.1/2" ROUND WASHED PEA GRAVEL (MINIMUM 4" DEPTH). 13.LANDSCAPE FABRIC. 14.INLINE THREADED BRASS CHECK VALVE SIZE PER, MAINLINE. 15.PVC MAIN LINE FROM PO C EQUIPMENT. 16.NOMINAL SIZE SOLID BRICK (4 REQUIRED -ONE AT EACH CORNER OF VALVE BOX). 17.RCV ID TAG. NOTE: A ITEMS 3, 4, 5, 6, 7 AND 8 ARE INCLUDED WITH THE EZ-FLO SYSTEM. B.ITEM 11 IS PURCHASED SEPARATELY, ITEM 11 SIZE PER MAINLINE. C.FILL SYSTEM WITH FERTI-MAXX STARTER FERTILIZER PURCHASED SEPARATELY. D.INSTALL PER MANUFACTURE RECOMMENDATION. 5 }--.....I I I I IL ___ ___ _J� 7 I I -----1 -------, LL ____________ _J I I �,I\----I I INSET B ' I 9 I INSET B - -i - SECTION/ELEVATION INSET B ·�, 12 : �· .. .-. '• . .. . XFS DRIPL\NE MAXIMUM LATERAL LENGTHS (FEET) 12" S□acino 18" Soacino 24" Spac,nq PSI 0.6 GPH 0.9 GPH 0.6 GPH 0.9 GPH 0.6 GPH 0.9 GPH 40 150 150 200 200 300 300 LATERAL Pl PE BURIAL DEPTH 14 )->----( 1 0 LEGEND 1.PVC SUPPLY HEADER PIPE 2.PVC SCH 40 TEE OR EL (TYPICAL) 3.HUNTER FITTING (TYPICAL) SEE LEGEND FOR TYPE 4.PVC LATERAL PIPE FROM DRIP RCV ASSEMBLY 5. HUNTER SUBSURFACE DRIPLINE SEE LEGEND FOR TYPE 6.PLANTER EDGE; PERIMETER OF AREA 7.PERIMETER DRIPLINE PIPE TO BE INSTALLED 4"-6" FROM PERIMETER OF AREA 8.FLUSH VALVE. PLACE FV IN MIDDLE OF PLANTER (TYPICAL) 9.HUNTER FITTINGS (TYPICAL) 10.PVC RISER PIPE 11.PVC LATERAL SUPPLY PIPE 12.PVC SCH 40 SLEEVE PIPE SIZED TWICE THE SIZE OF MANIFOLD PIPE SIZE 13.HARDSCAPE PAVEMENT/CURB, OR SIDEWALK 14.4"-6" OF SOIL COVER OVER DRIPLINE TUBING 15.SUB-FINISH GRADE 16.PVC LATERAL SUPPLY PIPE SHALL BE INSTALLED WITHIN PLANTERS UNLESS CROSSING PAVEMENT TO ADJACENT PLANTER NOTES: A DISTANCE BETWEEN LATERAL ROWS TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE LEGEND FOR SPECIFICATION. B.LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM SPACING SHOWN IN THE ACCOMPANYING TABLE. C.PLACE TIE DOWN STAKES EVERY 3' IN SAND, 4' IN LOAM, AND 5' IN CLAY. D.AT FITTINGS WHERE THERE IS A CHANGE IN DIRECTION SUCH AS TEES OR ELBOWS, USE TIE-DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. N.T.s @ DRIPLINE -MULTIPLE PLANTERS LAYOUT N.T.S STEP 1 STEP2 STEP3 STEP4 r---SLIP BASE SOCKET OVER ENDlOF WIRES LSTRIP WIRES APPROX. 5/8" FROM ENDS-TWIST TOGETHER. PLUG-FILL PER FILLED WITH SEALER CAP CAVITY. L PUT CRIMP SLEEVE OVER WIRE ENDS -CRIMPSLEEVE AND CUT OFF EXCESS WIRE. PULL BASE SOCKET OVER END AS FAR AS POSSIBLE. �1 t�----PUSH SEALING PLUG INTO BASE SOCKET. PUSH WIRES TO END OF BASE SOCKET TO ASSURE COMPLETE SEALING OF CONNECTION. DRY SPLICE CONNECTIONS-REFER TO SPECIFICATIONS. N .T.S NOTES: A USE TEFLON TAPE ON ALL EXPOSED THREADS. B.WHERE A MULCH LAYER IS USED AS GROUND COVER INSTALL TOP OF SPRINKLER BODY 1/2" ABOVE MULCH COVER, AT NO TIME SHALL MULCH BURY THE CAP. C WHEN MULCH LAYER IS NOT PRESENT INSTALL TOP OF SPRINKLER BODY 2" ABOVE FINISH GRADE. D.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS E.INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS WHEN NON-PERMIABLE SURFACE DRAINS TO LANDSCAPE AREA, OTHERWISE 24" FROM EDGE. F.INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS WHEN NON-PERMIABLE SURFACE DRAINS TO LANDSCAPE AREA, OTHERWISE 24" FROM EDGE. G.INSTALL SPRINKLER HEADS 12" FROM ALL BUILDINGS, WALLS, AND FENCES. H.INSTALL SPRINKLER HEADS PLUMB. I.ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS, OR BUILDINGS. DO NOT SCALE DRAWINGS. 1 1/2" i-----13 51---"-. SECTION/ELEVATION 507 301h Street LEGEND 1.FINISH GRADE 2.MULCH LAYER*, REFER TO LANDSCAPE SPECIFICATIONS FOR TYPE AND DEPTH 3.POP-UP SPRINKLER. REFER TO LEGEND FOR TYPE 4.112" MARLEX EL FITTING, PART OF SWING ASSEMBLY. 5.MANUFACTURED SWING ASSEMBLY; 12" MIN. LAY LENGTH, SIZE PER SPRINKLER INLET MODEL SJ-512 -1/2" INLET MODEL SJ-712 -314" INLET 6.PVC SCH 40 SxSxT TEE OR SxT EL7.PVC LATERAL PIPE A �;p:-J l\/�11 . r, r:l ✓Lc/ fOR 'R''/1� I T/0'' I I\ uA I u /1/ A!'JO P' ";\/-/'/I G, L/-t1 /I/, 11;\1 I V V -I j If/ 1"L I I Un / 11 I ,n \ V· V I I/ J pn�L"'1 ::', . r\_ !�C_ I 17,-, 11 Tl(i/1/ _ �_/ ',_/r7 I I _ _; \ () ,-_/r FL A ;\; ii 11J c; cell /! /\ � H .. � A.R EA. 1 U =LT 11 E><P, DAT[ � CONTROLLER ASSEMBLY ICAl6 SERIES @ WIRE CONNECTOR CT) POP-UP SPRINKLER Newport Beach, CA 92663 949.675.9964 RE\/IE1✓ED BY· C: \DRAW,NG FILES\ TITLE SHEETS\XXXX.DW<, 7/20/2019 ;#i)',"1)SCAµ � ?--...ri-::.E Dez��- -,(<' 1;..� £ "' ," . ,,� "" 12-22-26Fon:w,,l T.Mc 12-19-25vet< 0 ,o P CA'-1 0--. .-] ,, .·' C ,,_-, [·,:pirnt.io-, Cot�:l 2l22L26 mjs-la.com DA.TE INITll'L l:P. 11-ll'JI IIAI U•.lf-I\JI l'IAI JESIGI\JER OF WORK R[VISIOl'i DESC°'ll'TIOc!OTHER P.FPROIAL CITY 1\PPRC\/1'\L l/JSPECTJR DATE I S,7 T CITY OF CA,RLSBAD F'LA1,111 1/G Cl'✓ISIO'l LANDSCAPE IMPROVEMENT PLANS FOR JEFFERSON STREET HOMES 2502-2518 JEFFERSON ST. CARLSBAD, CA 92008IRRIGATION DETAILS I APPrlCJ\.IE. o ��,ta/' I -z I 1 fi� I P A�llji/lC DWN [J'Y NS PROJECT 1•,0. DRAWlt,IG /WCf-K[) BY: NS CT2024-0004 DEV2D24-0012 552-6Lr; \)'/VO EY: QQ LPC2025-0015 C r ~ - - -- - ---- -- -• I I ' ,J----L.I' ',-'-----L(\....l...:f f---L<'\J.,------"?' I I 16 )----,,I I I ~ -~ ---- ---- - - -~ Imperial Assembly C ' - ' ' ' ' I :J I ' I I 1 - I ~ - ' I Ii II I 11 - n ~ ~ - , . -< . D ,_ ' L I I I -. ' , . E 1- L --=I I I I I I I I I ~ ' ' 1.SECTION 2.3 PVC NON-PRESSURE LATERAL LINE PIPING A NON-PRESSURE BURIED LATERAL LINE PIPING SHALL BE PVC CLASS 200 WITH SOLVENT-WELDED JOINTS. B.NON-PRESSURE LATERAL LINE PIPINGINSTALLED UNDER PAVED AREAS SHALL BEINSTALLED IN A PVC SCHEDULE 40 SLEEVE.C PIPE SHALL BE MADE FROM NSF APPROVED, TYPE I, GRADE II PVC COMPOUND CONFORMING TO ASTM COMPOUND SPECIFICATION D1784. ALL PIPE MUST MEET REQUIREMENTS SET FORTH IN ASTM D2241 (SOLVENT-WELD CLASS PIPE) WITH AN APPROPRIATE STANDARD DIMENSION RATIO. D.EXCEPT AS NOTED IN PARAGRAPHS A, B, CAND D OF SECTION 2.2, ALL REQUIREMENTSFOR NON-PRESSURE LATERAL LINE PIPE ANDFITTINGS SHALL BE THE SAME AS FORSOLVENT-WELD PRESSURE MAIN LINE PIPEAND FITTINGS AS SET FORTH IN THISSPECIFICATION. 2.4 BRASS PIPE AND FITTINGS A WHERE INDICATED ON THE DRAWINGS, USE RED BRASS SCREWED PIPE CONFORMING TO FEDERAL SPECIFICATION #WW-P-351. B.FITTINGS SHALL BE RED BRASS CONFORMINGTO FEDERAL SPECIFICATION #WW-P-460. 2.5 BALL VALVES A BALL VALVES 2" AND SMALLER SHALL BE 125 LB. SWP PLACTIC BALL VALVE WITH BLOW-OUT PROOF AND FULL PORT. B.BALL VALVES 2" AND SMALLER SHALL HAVETHREADED ENDS. REFER TO LEGEND FORTYPE.C.ALL BALL VALVES SHALL BE INSTALLED PERIRRIGATION INSTALLATION DETAILS. 2.6 QUICK COUPLING VALVES A QUICK COUPLING VALVES SHALL HAVE A BRASS ONE-PIECE BODY DESIGNED FOR A WORKING PRESSURE OF 150 PSI, OPERABLE WITH QUICK COUPLER. KEY SIZE AND TYPE SHALL BE AS INDICATED ON THE DRAWINGS. 2.7 BACKFLOW PREVENTION UNITS A BACKFLOW PREVENTION UNITS SHALL BE OF SIZE AND TYPE INDICATED ON THE DRAWINGS. INSTALL BACKFLOW PREVENTION UNITS IN ACCORDANCE WITH THE DRAWINGS. B.WYE STRAINERS AT BACKFLOW PREVENTIONUNITS SHALL HAVE A BRONZED SCREWEDBODY WITH 60 MESH STAINLESS STEELSCREEN AND SHALL BE SIMILAR TO THE BAILEY#100B OR APPROVED EQUALC ALL PRESSURE MAINLINE PIPING BETWEEN THE POINT OF CONNECTION AND THE BACKFLOW PREVENTER SHALL BE INSTALLED AS REQUIRED BY LOCAL CODE. THE CONTRACTOR SHALL VERIFY WITH THE LOCAL GOVERNING BODY AS TO MATERIAL TYPE AND INSTALLATION PROCEDURES PRIOR TO START OF CONSTRUCTION. SUBMIT SHOP DRAWING FOR APPROVAL. 2.8 CHECK VALVES A SWING CHECK VALVES 2" AND SMALLER SHALL BE 200 POUND WOG BRONZE CONSTRUCTION WITH REPLACEABLE COMPOSITION, NEOPRENE OR RUBBER DISC AND SHALL MEET OR EXCEED FEDERAL SPECIFICATION WW-V-51 D, CLASS A, TYPE IV. B.CHECK VALVES SHALL BE OF HEAVY DUTYVIRGIN PVC CONSTRUCTION WITH FIPTHREADED INLETS AND OUTLETS. INTERNALPARTS SHALL BE STAINLESS STEEL ANDNEOPRENE. CHECK VALVES SHALL BE FIELDADJUSTABLE AGAINST DRAW-OUT FROM 5 TO40 FEET OF HEAD. CHECK VALVES SHALL BESIMILAR TO THE KING BROS. INDUSTRIES "CV"SERIES, OR EQUAL. 2.9 CONTROL WIRE A.CONNECTIONS BETWEEN THE AUTOMATICCONTROLLERS AND THE ELECTRIC CONTROLVALVES SHALL BE HUNTER MODEL# CAB-14 (14GAUGE POLYETHYLENE JACKETED 2 WIRECABLE). TWO-CONDUCTOR, SOLID-CORE,TWISTED, COLOR-CODED RED AND BLUE,DIRECT BURIAL PE JACKET 14AWG/1.6 MM DIA.COPPER WIRES. SUITABLE UP TO 5000 FEET.CONTROL WIRES SHALL BE DIFFERENT WIRECOLOR FOR EACH AUTOMATIC CONTROLLER.INSTALL TWO WIRE SYSTEM IN ACCORDANCEWITH DECODER VALVE MANUFACTURER'SSPECIFICATIONS AND WIRE PER CHARTS. IN NOCASE SHALL WIRE SIZE BE LESS THAN #14GAUGE.B.WIRING SHALL OCCUPY THE SAME TRENCH C: \DRAWING FILES\TITLE SHEETS\XXXX.DWG 7/20/2019 AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS PRESSURE SUPPLY OR LATERAL LINES WHEREVER POSSIBLE. C.EXPANSION CURL SHALL BE OF SUFFICIENTLENGTH AT EACH SPLICE CONNECTION ATEACH ELECTRIC CONTROL, SO THAT IN CASEOF REPAIR. THE VALVE BONNET MAY BEBROUGHT TO THE SURFACE WITHOUTDISCONNECTING THE CONTROL WIRES.CONTROL WIRES SHALL BE LAID LOOSELY INTHE TRENCH WITHOUT STRESS ORSTRETCHING OF THE CONTROL WIRECONDUCTORS. D.ALL SPLICES SHALL BE MADE WITH EITHER 3MDBY/R CONNECTOR OR RAIN BIRD SNAP-TITEWIRE CONNECTOR, OR APPROVED EQUAL. USEONE SPLICE PER CONNECTOR SEALING PACK. E.WHEN CONTROL WIRING IS TRENCHEDSEPARATELY FROM MAINLINE TRENCHES ACONTINUOUS WARNING TAPE SHALL BEINSTALLED WITH THE WIRING. WARNING TAPEINERT PLASTIC FILM HIGHLY RESISTANT TOALKALIS, ACIDS, OR OTHER DESTRUCTIVECHEMICAL COMPONENTS LIKELY TO BEENCOUNTERED IN SOILS. THREE INCHES WIDE,COLORED YELLOW, AND IMPRINTED WITH"CAUTION: BURIED ELECTRIC LINE BELOW." F.HUNTER REQUIRES TWISTED WIRE MEETINGTHE LISTED SPECIFICATIONS ON ALL PATHS.THE TWIST IN THE WIRE IS AN ESSENTIAL PARTOF SURGE SUPPRESSION. G.WIRE MAY BE SUBSTITUTED PROVIDED ITMEETS OR EXCEEDS THESE SPECIFICATIONS.THE RED/BLUE CODING IS A CONVENIENCEFOR MATCHING THE WIRES TO HUNTERDECODERS. COLOR CODING THE TWODIFFERENT CONDUCTORS IS MANDATORY. H.DO NOT LOOP THE TWO WIRE PATH BACK TOTHE CONTROLLER. 2.12 VALVE BOXES A.USE A 10" DIAMETER SPECIFICATION ROUNDVALVE BOX FOR GATE VALVES, BALL VALVES,CONTROL WIRE SPLICES, AND QUICKCOUPLING VALVES AS MANUFACTURED BYRAIN BIRD, MODEL #VB-RND WITH GREEN ORBLACK COVER. EXTENSION SLEEVES SHALL BE6" MINIMUM PVC PIPING MATERIAL.B.USE A RECTANGULAR SPECIFICATION GRADEVALVE BOX FOR ELECTRICAL CONTROLVALVES, MASTER VALVES, FLOW SENSORS,AND CONTROL WIRE PULL BOXES, ASMANUFACTURED BY RAIN BIRD, MODEL#VB-STD WITH A GREEN OR BLACK COVER.C.USE A JUMBO RECTANGULAR SPECIFICATIONGRADE VALVE BOX FOR DRIP ZONE ASSEMBLYCONTROL VALVES, AS MANUFACTURED BYRAIN BIRD, MODEL #VB-JMB WITH A GREEN ORBLACK COVER.D.VALVE BOXES SHALL BE A MINIMUM OF ONE (1)FOOT APART WHEN ARRANGED IN A GROUP ORSIDE BY SIDE, OR UNLESS NOTED OTHERWISEIN THE DRAWINGS. 2.13 SPRINKLER HEADS A.ALL SPRINKLER HEADS SHALL BE OF THE SAMESIZE, TYPE, AND DELIVER THE SAME RATE OFPRECIPITATION WITH THE DIAMETER (ORRADIUS) OF THROW, PRESSURE, ANDDISCHARGE AS SHOWN ON THE DRAWINGSAND IN THIS SPECIFICATION.B.SPRAY HEADS SHALL HAVE A SCREWADJUSTMENT.C.RISER UNITS SHALL BE FABRICATED INACCORDANCE WITH THE DRAWINGS.D.RISER NIPPLES FOR ALL SPRINKLER HEADSSHALL BE THE SAME SIZE AS THE RISEROPENING IN THE SPRINKLER BODY.E.ALL SPRINKLER HEADS OF THE SAME TYPESHALL BE FROM THE SAME MANUFACTURER. 2.14 IDENTIFICATION TAGS A.IDENTIFICATION TAGS FOR ELECTRICALCONTROL VALVES, AND OTHER EQUIPMENTASSEMBLIES AS DESIGNATED ON DRAWINGS,SHALL BE MANUFACTURED FROMPOLYURETHANE BEHR DESOPAN. USECHRISTY'S STANDARD TAG HOT STAMPED WITHBLACK LETTERS ON YELLOW BACKGROUND.THE TAGS SHALL BE NUMBERED TO MATCHSTATION IDENTIFICATION AS INDICATED ONDRAWINGS. PROVIDE ONE (1) TAG FOR EACHELECTRIC CONTROL VALVEB.SPECIAL ORDER TAGS FROM T. CHRISTYENTERPRISES, (714)771-4142. 2.15 SLEEVING A INSTALL SEPARATE SLEEVE BENEATH PAVED AREAS TO ROUTE EACH RUN OF IRRIGATION PIPE OR WIRING BUNDLE. B.SLEEVING MATERIAL BENEATH PEDESTRIANPAVEMENTS -ASTM D3034 PVC GRAVITYSEWER PIPE.C SLEEVING BENEATH STREETS AND DRIVES -ASTM D3034 PVC GRAVITY SEWER PIPE. D.SLEEVING DIAMETER -EQUAL TO TWICE THATOF THE PIPE OR WIRING BUNDLE. MINIMUMSLEEVING DIAMETER SHALL BE 2 INCHES.E.MARKING STAKES -2" X 2" X 24" WOOD STAKES. 2.16 OTHER COMPONENTS A.TOOLS AND SPARE PARTS1.PROVIDE OPERATING KEYS, SERVICINGTOOLS, TEST EQUIPMENT, OTHER ITEMS,AND SPARE PARTS AS INDICATED INOTHER AREAS OF THIS SPECIFICATION.B.OTHER MATERIALS1.PROVIDE OTHER MATERIALS OREQUIPMENT NOT INDICATED ON THEDRAWINGS ORREFERENCED IN THIS SPECIFICATION, ASNECESSARY, TO COMPLETE THEINSTALLATION OF THE IRRIGATIONSYSTEM. PART 3 -EXECUTION 3.1 GENERAL A.ALL SCALED DIMENSIONS ARE APPROXIMATE.THE CONTRACTOR SHALL CHECK AND VERIFYALL SIZE DIMENSIONS AND RECEIVE THEOWNER'S AUTHORIZED REPRESENTATIVE'SAPPROVAL PRIOR TO PROCEEDING WITH ANYWORK UNDER THIS SPECIFICATION.CONTRACTOR SHALL LOCATE WITH 2" X 2"WOOD STAKES WITH IDENTIFYING MARKINGSFOR ALL PROPOSED LOCATIONS OFELECTRICAL CONTROL VALVE BOXES, GATEVALVE BOXES AND QUICK COUPLER BOXESFOR APPROVAL BY THE OWNER'S AUTHORIZEDREPRESENTATIVE AFTER LOCATING ALLTHESE ITEMS CONTACT THE OWNER'SAUTHORIZED REPRESENTATIVE FOR REVIEWAND APPROVAL. MINOR ADJUSTMENTS TO THESTAKE LOCATIONS MAY BE REQUESTED OFTHE CONTRACTOR BY THE OWNER'SAUTHORIZED REPRESENTATIVE AT THAT TIME.B.EXERCISE EXTREME CARE IN EXCAVATING ANDWORKING NEAR EXISTING UTILITIES. THECONTRACTOR SHALL BE RESPONSIBLE FORDAMAGES TO THESE UTILITIES WHICH ARECAUSED BY HIS OPERATIONS. CHECK EXISTINGUTILITY DRAWINGS FOR EXISTING UTILITYLOCATIONS.C COORDINATE INSTALLATION OF SPRINKLER IRRIGATION MATERIALS INCLUDING PIPE, SO THAT THERE SHALL BE NO INTERFERENCE WITH UTILITIES, CONSTRUCTION ELEMENTS, OR THE PLANTING OF TREES, SHRUBS, AND GROUND COVERS. D.THE CONTRACTOR SHALL CAREFULLY CHECKALL FINISH GRADES TO SATISFY HIMSELF THATHE MAY SAFELY PROCEED BEFORE STARTINGWORK ON THE IRRIGATION SYSTEM.E.REPORT IRREGULARITIES TO OWNER'SAUTHORIZED REPRESENTATIVE PRIOR TOBEGINNING WORK. BEGINNING OF WORKIMPLIES ACCEPTANCE OF EXISTINGCONDITIONS. 3.2 SITE PREPARATION A.PHYSICAL LAYOUT1.PRIOR TO INSTALLATION, THECONTRACTOR SHALL STAKE OUT ALLPRESSURE AND NON-PRESSURE SUPPLYLINES AND THE LOCATION OF ALLSPRINKLER HEADS.2.ALL LAYOUT SHALL BE APPROVED BYTHE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. 8.WATER SUPPLY POINT-OF-CONNECTIONS1.WATER SUPPLY POINTS OFCONNECTION ARE AS INDICATED ON THEDRAWINGS. THE CONTRACTOR SHALL BERESPONSIBLE FOR MINOR CHANGESCAUSED BY ACTUAL SITE CONDITIONS.2.THE SPRINKLER IRRIGATION SYSTEMSHALL BE CONNECTED TO WATER SUPPLY POINTS OF CONNECTION AS INDICATED ON THE DRAWINGS. C ELECTRICAL SUPPLY POINT-OF-CONNECTIONS 1.ELECTRICAL SUPPLYPOINT-OF-CONNECTIONS FOR THEAUTOMATIC IRRIGATION CONTROLLERSARE AS INDICATED ON THE DRAWINGS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS. 2.CONNECTIONS SHALL BE MADE ATAPPROXIMATE LOCATIONS AS INDICATEDON THE DRAWINGS. THE CONTRACTORSHALL BE RESPONSIBLE FOR MINORCHANGES CAUSED BY ACTUAL SITECONDITIONS. 3.3 INSTALLATION A TRENCHING 1.DIG TRENCHES STRAIGHT AND SUPPORTPIPE CONTINUOUSLY ON BOTTOM OFTRENCH. LAY PIPE TO AN EVEN GRADE.TRENCHING EXCAVATION SHALL FOLLOWTHE LAYOUT AS INDICATED ON THEDRAWINGS.2.PROVIDE A MINIMUM SOIL COVER OF 18INCHES FOR ALL PRESSURE SUPPLYLINES.3.PROVIDE A MINIMUM SOIL COVER OF 12INCHES FOR ALL NON-PRESSURE LINES.4.PROVIDE A MINIMUM SOIL COVER OF 18INCHES FOR ALL CONTROL WIRE.5.WHERE PIPING IS INDICATED UNDERPAVED AREAS. BUT RUNNING PARALLELAND ADJACENT TO PLANTING AREAS,INSTALL THE PIPING IN THE PLANTEDAREAS. IRRIGATION HEAD SPACING ASINDICATED ON THE DRAWINGS SHALL NOTBE EXCEEDED.B.BACKFILLING1.THE TRENCHES SHALL NOT BEBACKFILLED UNTIL ALL REQUIRED TESTSARE PERFORMED. TRENCHES SHALL BECAREFULLY BACKFILLED WITH THEEXCAVATED MATERIALS APPROVED FORBACKFILLING, CONSISTING OF EARTH,LOAM, SANDY CLAY, SAND, OR OTHERAPPROVED MATERIALS, FREE FROMLARGE CLODS OF EARTH OR STONES.BACKFILL SHALL BE MECHANICALLYCOMPACTED LANDSCAPED AREAS TO ADRY DENSITY EQUAL TO ADJACENTUNDISTURBED SOIL IN PLANTING AREAS.BACKFILL SHALL CONFORM TO ADJACENTGRADES WITHOUT DIPS, SUNKEN AREAS,HUMPS OR OTHER SURFACEIRREGULARITIES.2.A FINE GRANULAR MATERIAL BACKFILLSHALL BE INITIALLY PLACED OVER ALLLINES. NO FOREIGN MATTER LARGER THANONE-HALF INCH IN SIZE WILL BEPERMITTED IN THE INITIAL BACKFILL.3.FLOODING OF TRENCHES WILL BEPERMITTED ONLY WITH THE APPROVAL OFTHE OWNER'S AUTHORIZEDREPRESENTATIVE.4.IF SETTLEMENT OCCURS ANDSUBSEQUENT ADJUSTMENTS IN PIPE,VALVES, SPRINKLER HEADS, PLANTING, OROTHER CONSTRUCTION ELEMENTS ARENECESSARY, THE CONTRACTOR SHALLMAKE ALL REQUIRED ADJUSTMENTSWITHOUT COST TO THE OWNER.C TRENCHING AND BACKFILLING UNDER PAVING 1.TRENCHES LOCATED UNDER AREASWHERE ASPHAL TIC CONCRETE ORCONCRETE PAVING OCCUR, SHALL BEBACKFILLED WITH SAND (A LAYER SIX (6)INCHES BELOW THE PIPE AND THREE (3)INCHES ABOVE THE PIPE) ANDLAYERS TO 95% USING MANUAL OR COMPACTED IN COMPACTION, MECHANICAL T TRENCHES FOR COMPACTED T OF THE EXISTIN UNDISTURBED AMPING DEVICES. PIPING SHALL BE 0 EQUAL THE COMPACTION GADJACENT SOIL AND SHALL BE LEFT IN DING CONDITION. ALL A FIRM UNYIEL TRENCHES SHA ADJOINING FIN CONTRACTOR AND PRESSUR PAVING PRIOR LL BE LEFT FLUSH WITH ISH GRADE. THE SHALL SET IN PLACE, CAP E TEST ALL PIPING UNDER TO THE PAVING WORK. ING UNDER EXISTING EBY JACKING, BORING OR 2.GENERALLY PIP WALKS IS DON HYDRAULIC DR CUTTING OR BR NECESSARY, IT REPLACED BY T COST TO THE 0 IVING, BUT WHERE ANY EAKING OF CONCRETE IS SHALL BE DONE AND HE CONTRACTOR AT NO WNER. PERMISSION TO ��>lDSCAJ>e �"{\"IE nl:i.6�z/-1c,,_• ', •<!,, ✓J -J I ¼o �-� -J " S,i!°""''"' �12-22-26 p '" K.cncwal 1;.,.c .,, 12-19-25 � ;-J.,lc �' "1.;-«<c· 0 O�, CA\..\'< � ExJircYur1 Dule:1202126 D. E. F. � DATE CUT OR BREAK CONCRETE SHALL BE OBTAINED FROM THE OWNER'S AUTHORIZED REPRESENTATIVE. NO HYDRAULIC DRIVING WILL BE PERMITTED UNDER CONCRETE PAVING. 3.PROVIDE A MINIMUM SOIL COVER OF 18INCHES BETWEEN THE TOP OF THE PIPEAND THE BOTTOM OF THE AGGREGATEBASE FOR ALL PRESSURE ANDNON-PRESSURE PIPING INSTALLED UNDERASPHALTIC CONCRETE PAVING.4.THE CONTRACTOR SHALL MAKE ALLREQUIRED ADJUSTMENTS WITHOUT COSTTO THE OWNER. ASSEMBLIES 1.ROUTING OF IRRIGATION LINES ASINDICATED ON THE DRAWINGS ISDIAGRAMMATIC ONLY. INSTALL LINES ANDVARIOUS ASSEMBLIES IN SUCH A MANNERAS TO CONFORM WITH THE DRAWINGS.2.INSTALL NO MULTIPLE ASSEMBLIES INPLASTIC LINES. PROVIDE EACH ASSEMBLYWITH ITS OWN OUTLET.3.INSTALL ALL ASSEMBLIES SPECIFIEDHEREIN IN ACCORDANCE WITH THEIRRESPECTIVE DETAILS. IN ABSENCE OFDRAWINGS OR SPECIFICATIONSPERTAINING TO SPECIFIC ITEMS REQUIREDTO COMPLETE THIS WORK, PERFORMSUCH WORK IN ACCORDANCE WITH BESTSTANDARD PRACTICE WITH PRIORAPPROVAL OF THE OWNER'S AUTHORIZEDREPRESENTATIVE.4.PVC PIPE AND FITTINGS SHALL BETHOROUGHLY CLEANED OF DIRT, DUSTAND MOISTURE BEFORE INSTALLATION.INSTALLATION AND SOLVENT WELDINGMETHODS SHALL BE AS RECOMMENDEDBY THE PIPE AND FITTINGMANUFACTURER.5.ON PVC TO METAL CONNECTIONS WORKTHE METAL CONNECTIONS FIRST. TEFLONTAPE OR APPROVED EQUAL, SHALL BEUSED ON ALL THREADED PVC TO PVC ANDTHREADED PVC TO METAL JOINTS. APPLYA LIGHT WRENCH PRESSURE ONLYWHERE THREADED PVC CONNECTIONSARE REQUIRED, USE THREADED PVCADAPTERS INTO WHICH THE PIPE MAY BESOL VENT WELDED. ASSEMBLING PIPE AND FITTINGS 1 INSPECT ALL PIPE AND FITTINGS BEFORE INSTALLATION. 2.KEEP PIPE FREE FROM DIRT AND PIPESCALE. CUT PIPE ENDS SQUARE ANDDEBUR. CLEAN PIPE ENDS OF LOOSE PIPESHAVINGS.3.KEEP ENDS OF ASSEMBLED PIPE CAPPED.REMOVE CAPS ONLY WHENNECESSARY TO CONTINUE ASSEMBLY.4.INSTALL PIPE WITH ALL MARKINGS UP FORVISUAL INSPECTION ANDVERIFICATION.5.ALL LINES SHALL HAVE A MINIMUMCLEARANCE OF SIX (6) INCHES FROM EACHOTHER AND FROM LINES OF OTHERTRADES. PARALLEL LINES SHALL NOT BEINSTALLED DIRECTLY OVER ONEANOTHER.6 MAINTAIN 10 FOOT MINIMUM HORIZONTAL SEPARATION FROM ALL POTABLE WATER PIPING. WHERE RECLAIMED AND POTABLE WATER PRESSURE MAIN LINE PIPING CROSS, THE RECLAIMED WATER PIPING SHALL BE INSTALLED BELOW THE POTABLE WATER PIPING IN SCHEDULE 40 PVC WHICH EXTENDS A MINIMUM OF FIVE (5) FEET ON EITHER SIDE OF THE POTABLE WATER PIPING. PROVIDE A MINIMUM VERTICAL CLEARANCE OF SIX (6) INCHES. 7.USE ONLY STRAP-TYPE FRICTIONWRENCHES FOR THREADED PLASTIC PIPE.8.SNAKE PIPE FROM SIDE TO SIDE WITHINTHE TRENCH.LINE CLEARANCE 1.ALL LINES SHALL HAVE A MINIMUM - -- - ----- INITIALCESIGNE� OF WOF:I< RE\/ISIOI. DESCRIPTIQl,J G. H. I. j K. L. DA-c - CLEARANCE OF SIX (6) INCHES FROM EACH OTHER AND FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. IRRIGATION CONTROLLER INSTALLATION 1.INSTALL THE IRRIGATION CONTROLLERPER THE MANUFACTURER'SINSTRUCTIONS. REMOTE CONTROLVALVES SHALL BE CONNECTED TO THEIRRIGATION CONTROLLER IN NUMERICALSEQUENCE AS INDICATED ON THEDRAWINGS.ELECTRIC CONTROL VALVE INSTALLATION 1.INSTALL ELECTRIC CONTROL VALVES ASINDICATED ON THE DRAWINGS. WHENGROUPED TOGETHER, ALLOW AT LEASTTWELVE INCHES BETWEEN ELECTRICCONTROL VALVES. INSTALL EACHELECTRIC CONTROL VALVE IN A SEPARATEVALVE BOX. EACH ELECTRIC CONTROLVALVE NUMBER SHALL BE HEAT-BRANDEDON VALVE BOX TOP WITH 2" TALL LETTERS.2.THE OWNER'S AUTHORIZEDREPRESENTATIVE SHALL APPROVEELECTRIC CONTROL VALVE AND QUICKCOUPLING VALVE BOX LOCATIONS PRIORTO FINAL INSTALLATION.VALVE BOX INSTALLATION 1.INSTALL VALVE BOXES AS INDICATED ONTHE DRAWINGS. WHEN GROUPEDTOGETHER, ALLOW AT LEAST TWELVEINCHES BETWEEN VALVE BOXES.2.HEAT BRAND VALVE BOX IDENTIFICATIONAS INDICATED ON DRAWINGS. HEATBRANDING UNIT AVAILABLE FROMHYDRO-SCAPE PRODUCTS, INC , PHONENUMBER (714) 639-1850.SYSTEM FLUSHING 1.AFTER ALL PIPE LINES AND RISERS ARE INPLACE AND CONNECTED AND ALLNECESSARY DIVERSION WORK HAS BEENCOMPLETED, AND PRIOR TO INSTALLATIONOF SPRINKLER HEADS, THE CONTROLVALVES SHALL BE OPENED AND A FULLHEAD OF WATER USED TO FLUSH OUT THESYSTEM. SPRINKLER HEADS SHALL BEINSTALLED ONLY AFTER FLUSHING OF THESYSTEM HAS BEEN PERFORMED.SPRINKLER HEAD INSTALLATION 1.INSTALL THE SPRINKLER HEADS AS INDICATED ON THE DRAWINGS.2.SPACING OF SPRINKLER HEADS SHALLNOT EXCEED THE MAXIMUM SPACING ASINDICATED ON THE DRAWINGS. IN NO CASESHALL THE SPACING EXCEED THEMAXIMUM RECOMMENDED BY THEMANUFACTURER.3 INSTALL CHECK VALVES ON SPRINKLER HEADS THAT DRAIN WATER AFTER THE CONTROL VALVE IS TURNED OFF. "LOW HEAD" DRAINAGE WILL NOT BE ALLOWED ON SPRINKLER HEADS. SLEEVING 1.EXTEND SLEEVE ENDS A MINIMUM OF 12INCHES BEYOND THE EDGE OF THE PAVEDSURFACE. COVER PIPE ENDS AND MARKWITH STAKES. ROUTE WIRE THROUGH ANDTIE AT EACH END TO STAKES. L\P DR:J�/C-1: I I '-'' L L..//p�:;,n < �/i-){V , I ri, '01'-I / I 1,/, 11 /\II )!1/ ,,j __/ ntvi ··11 �/ L_ J I I: I ( I / JL-! 1 1':J' (-"·-I I/---./_ -I !-OR/_)1 11111 /;/:;r;, n1 V \ \./ :r:i R[C;Sf I i-) 'A• T'1"/1/ L...._lv( ... ,.,-,, t/ ..... )111 OF PLAl:J T/1\1 G 'p� 4 .'-\, it. ·- Ii L', s BUIL T N 507 30th Street RC[ [XF' D�T� Newport Beach, CA 92663 949.675.9964 REVIE'd�D BY• mjs-la.com ll•ISf'[CT□R ]ATE I 5l8T I CITY OF CA.RLSBAD ----PLM✓�II--IG DI-,JISl:Jl,I-LANDSCAPE IMPROVEMENT PLAI\S FOR JEFFERSON STREET HOMES 2502-2518 JEFFERSON ST. CARLSBAD, CA 92008 -IRRIGATION SPECIFICATIONS I �PPROVE) �v"' Glaii✓ 'Z--/{ /2-� � PLMll•III--G cw1,1 Bv: NS PRC,_E:T 1-10 DR.� WlllG t,IU lr�ITI L,_ DA-c ll�ITl,L,_CHl<D BY· NS CT2024-0004 0EV2024-0012 552-6Lo-·7,R APPRJVP.L CITV A_:J::>�OVAL R\IWD BY· DD LPC2025-0015 . • . . . . . r -- , ' I . . • \ , ' ' I ' . -I I ~ - ·, . . --• ' " ...; < ' " I '. ' I i I I I I ' ' I ' I ,' ' I : I I I I I SECTION 02810 IRRIGATION SYSTEM PART 1 -GENERAL 1 1 DESCRIPTION OF WORK A.FURNISH ALL MATERIALS, LABOR, TRANSPORTATION, SERVICES, AND EQUIPMENT NECESSARY TO INSTALL LANDSCAPE IRRIGATION AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. 1.2 DEFINITIONS A.THE OWNER'S AUTHORIZED REPRESENTATIVE IN THIS SECTION WILL REFER TO THE LANDSCAPE ARCHITECT. 1.3 REQUIREMENTS OF REGULATORY AGENCIES A.ALL LOCAL, MUNICIPAL AND STATE LAWS, AND RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THIS SPECIFICATION, AND ITS PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. ANYTHING CONTAINED IN THIS SPECIFICATION SHALL NOT BE CONSTRUED TO CONFLICT WITH ANY OF THE ABOVE RULES AND REGULATIONS OR REQUIREMENTS OF THE SAME. HOWEVER, WHEN THE DRAWINGS AND SPECIFICATIONS CALL FOR OR DESCRIBE MATERIALS, WORKMANSHIP, OR CONSTRUCTION OF A BETTER QUALITY, HIGHER STANDARD, OR LARGER SIZE THAN IS REQUIRED BY THE ABOVE RULES AND REGULATIONS, THE PROVISIONS OF THE DRAWINGS AND SPECIFICATIONS SHALL TAKE PRECEDENCE. 1.4 QUALITY CONTROL A.MANUFACTURER'S DIRECTIONS 1.THE MANUFACTURER'S DIRECTIONS AND DRAWINGS SHALL BE FOLLOWED IN ALL CASES WHERE THE MANUFACTURERS OF ARTICLES USED IN THIS SPECIFICATION, FURNISH DIRECTIONS COVERING POINTS NOT SHOWN IN THE DRAWINGS AND SPECIFICATIONS. B.PERMITS, FEES, BONDS AND INSPECTIONS 1.THE CONTRACTOR SHALL PAY FOR ANY AND ALL PERMITS, FEES, BONDS AND INSPECTIONS NECESSARY TO PERFORM AND COMPLETE HIS PORTION OF THE WORK. C.EXPLANATION OF THE DRAWINGS 1.DUE TO THE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC. WHICH MAY BE REQUIRED THE CONTRACTOR SHALL CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL OF HIS WORK AND PLAN HIS WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC. AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. THE DRAWINGS ARE DIAGRAMMATIC ONLY AND ARE 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. 2.ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES OR DETAILS SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THIS SPECIFICATION. 3.THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES IN AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS. 1.5SUBMITTALS A.MATERIALS LIST 1.THE CONTRACTOR SHALL FURNISH THE ARTICLES, EQUIPMENT, MATERIALS, OR PROCESSES SPECIFIED BY NAME IN THE DRAWINGS AND SPECIFICATIONS. NO SUBSTITUTION WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 2.COMPLETE MATERIAL LIST SHALL BE C: \DRAV,.1NG FILES\Tin.E SHEETS\XXXX.D'f1'G 7 /20/2□19 B. SUBMITTED PRIOR TO PERFORMING ANY WORK. MATERIAL LIST SHALL INCLUDE THE MANUFACTURER, MODEL NUMBER AND DESCRIPTION OF ALL MATERIALS AND EQUIPMENT TO BE USED. AL THOUGH MANUFACTURER AND OTHER INFORMATION MAY BE DIFFERENT, THE FOLLOWING IS A GUIDE TO PROPER SUBMITTAL FORMAT ITEM NO. DESCRIPTION MANUFACTURER MODEL NO. 1.BACKFLOW ASSEMBL YFEBCO 825Y 2.GATE VALVE NIBCO T-113 3.ETC. ETC. ETC. THE IRRIGATION SUBMITTAL LIST MUST BE SPECIFIC AND COMPLETE. ALL ITEMS MUST BE LISTED AND SHOULD INCLUDE SOLVENT/PRIMER, WIRE, WIRE CONNECTORS, VALVE BOXES, ETC. NO COPIES OF MANUFACTURER'S LITERATURE (CATALOG CUTS) ARE REQUIRED AS SUBMITTAL INFORMATION. 3.THE CONTRACTOR MAY SUBMIT SUBSTITUTIONS FOR EQUIPMENT AND MATERIALS LISTED ON THE DRAWINGS BY FOLLOWING PROCEDURES AS OUTLINED IN SECTION 1.6 OF THIS SPECIFICATION. 4.EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT PRIOR APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE MAY BE REJECTED AND THE CONTRACTOR REQUIRED TO REMOVE SUCH MATERIALS FROM THE SITE AT NO COST TO THE OWNER. 5.APPROVAL OF ANY ITEM, ALTERNATE OR SUBSTITUTE INDICATES ONLY THAT THEPRODUCT OR PRODUCTS APPARENTLY MEET THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION OR SAMPLES SUBMITTED. 6.MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH WARRANTIES SHALL ONLY SUPPLEMENT THE GUARANTEE. RECORD DRAWINGS OR "AS-BUIL TS" 1.THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE AT ALL TIMES, A COMPLETE RECORD SET "AS-BUILTS" OF BLUE LINE OZALID PRINTS WHICH SHALL BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS AND SPECIFICATIONS AND THE EXACT INSTALLED LOCATIONS, SIZES, AND KINDS OF EQUIPMENT. PRINTS FOR THIS PURPOSES MAY BE OBTAINED FROM THE OWNER'S AUTHORIZED REPRESENTATIVE AT THE CONTRACTOR'S COST. "AS-BUILTS" SHALL BE KEPT ON THE SITE AND SHALL BE USED ONLY AS A RECORD SET. 2."AS-BUIL TS" SHALL ALSO SERVE AS WORK PROGRESS SHEETS AND SHALL BE THE BASIS FOR MEASUREMENT AND PAYMENT FOR WORK COMPLETED. "AS-BUILTS" SHALL BE AVAILABLE AT ALL TIMES FOR OBSERVATION AND SHALL BE KEPT IN A LOCATION EASILY ACCESSIBLE TO THE OWNER'S AUTHORIZED REPRESENTATIVE. SHOULD THE "AS-BUILT" PROGRESS SHEETS NOT BE AVAILABLE FOR REVIEW OR NOT CURRENT AT THE TIME OF ANY SITE VISIT BY THE OWNER'S AUTHORIZED REPRESENTATIVE, IT WILL BE ASSUMED NO WORK HAS BEEN COMPLETED AND THE CONTRACTOR WILL BE ASSESSED THE COST OF THAT SITE VISIT AT THE CURRENT BILLING RATE OF THE OWNER'S AUTHORIZED REPRESENTATIVE. NO OTHER SITE OBSERVATIONS SHALL TAKE PLACE WITHOUT PRIOR PAYMENT OF THIS ASSESSMENT. 3.THE CONTRACTOR SHALL MAKE NEAT AND LEGIBLE NOTATIONS ON THE "AS-BUil T'' PROGRESS SHEETS DAILY AS THE WORK PROCEEDS, SHOWING THE WORK AS ACTUALLY INSTALLED. FOR EXAMPLE, SHOULD A PIECE OF EQUIPMENT BE INSTALLED IN A LOCATION THAT DOES NOT MATCH THE DRAWINGS, THE CONTRACTOR MUST INDICATE THAT EQUIPMENT HAS BEEN RELOCATED IN A GRAPHIC MANNER SO AS TO MATCH THE ORIGINAL SYMBOLS AS INDICATED IN THE IRRIGATION LEGEND. THE RELOCATED EQUIPMENT AND DIMENSIONS WILL THEN BE TRANSFERRED TO THE ORIGINAL "AS-BUil TS" AT THE PROPER TIME. 4.BEFORE THE DATE OF THE FINAL C. D. -I WALKTHROUGH, THE CONTRACTOR SHALL TRANSFER ALL INFORMATION FROM THE "AS-BUILT" PRINTS TO SEPIA MYLAR PLANS PROCURED FROM THE OWNER'S AUTHORIZED REPRESENTATIVE AT THE CONTRACTOR'S COST. ALL DRAFTING SHALL BE DONE WITH WATERPROOF TECHNICAL PEN INK AND APPLIED TO THE SEPIA MYLAR BY TECHNICAL DRAFTING PENS MADE EXPRESSLY FOR USE ON MYLAR SURFACES. DIMENSIONS SHALL BE MADE ON THE SEPIA MYLAR SO AS TO BE EASILY READABLE EVEN ON THE FINAL IRRIGATION CONTROLLER CHART. THE ORIGINAL SEPIA MYLAR "AS-BUILTS" SHALL BE SUBMITTED TO THE OWNER'S AUTHORIZED REPRESENTATIVE FOR APPROVAL PRIOR TO THE MAKING OF THE IRRIGATION CONTROLLER CHARTS. 5.THE CONTRACTOR SHALL DIMENSION FROM TWO (2) PERMANENT POINTS OF REFERENCE, BUILDING CORNERS, SIDEWALK, OR ROAD INTERSECTIONS, ETC., THE LOCATION OF THE FOLLOWING ITEMS: a.CONNECTION TO EXISTING WATER LINES. b.CONNECTION TO EXISTING ELECTRICAL POWER. C.GATE VALVES. d.ROUTING OF SPRINKLER PRESSURE LINES. e.SPRINKLER CONTROL VALVES. f.ROUTING OF CONTROL WIRING. g.QUICK COUPLING VALVES. h.BACKFLOW PREVENTER. i.OTHER RELATED EQUIPMENT. 6.ON OR BEFORE THE DATE OF THE FINAL 1.6 WALKTHROUGH, THE CONTRACTOR SHALL DELIVER THE CORRECTED AND COMPLETED SEPIA MYLAR "AS-BUil TS" TOTHE OWNER'S AUTHORIZED REPRESENTATIVE. DELIVERY OF THE SEPIA "AS-BUil TS" WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF FURNISHING REQUIRED INFORMATION THAT MAY BE OMITTED FROM THE "AS-BUILTS." IRRIGATION CONTROLLER CHARTS 1."AS-BUILT" DRAWINGS SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE BEFORE IRRIGATION CONTROLLER CHARTS ARE PREPARED. 2.PROVIDE ONE IRRIGATION CONTROLLER 1.7 CHART FOR EACH IRRIGATION CONTROLLER SUPPLIED. 3.EACH IRRIGATION CONTROLLER CHART SHALL SHOW THE AREA CONTROLLED BY THAT IRRIGATION CONTROLLER AND SHALL BE THE MAXIMUM SIZE OF WHICH THE IRRIGATION CONTROLLER DOOR WILL ALLOW. 4.THE IRRIGATION CONTROLLER CHART IS TO BE A REDUCED DRAWING OF THE ACTUAL INSTALLED IRRIGATION SYSTEM. IN THE EVENT THAT THE IRRIGATION CONTROLLER CHART IS NOT LEGIBLE WHEN THE CHART IS REDUCED, IT MAY BE ENLARGED TO A SIZE THAT WILL BE READABLE WHEN REDUCED. 5.THE IRRIGATION CONTROLLER CHART SHALL BE A 11" X 17" XEROX BOND REDUCTION WITH EACH VALVE STATION REPRESENTED BY A DIFFERENT COLOR. 6.WHEN COMPLETED, HERMETICALLY SEAL THE IRRIGATION CONTROLLER CHART BETWEEN TWO PIECES OF 3 MIL PLASTIC WITH A 1/8" EDGE OVERLAP. 7.IRRIGATION CONTROLLER CHARTS SHALL BE COMPLETED AND APPROVED BY THE 1.8 OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO THE FINAL WALK-THROUGH. OPERATION AND MAINTENANCE MANUALS 1.PREPARE AND DELIVER TO THE OWNER'S AUTHORIZED REPRESENTATIVE WITHIN 10 CALENDAR DAYS PRIOR TO COMPLETION OF IRRIGATION INSTALLATION, TWO (2)-3 RING HARD COVER BINDERS EACH CONTAINING THE FOLLOWING INFORMATION a.INDEX SHEETS STATING THE CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER AND A LIST OF EQUIPMENT WITH THE NAME AND ADDRESSES OF LOCAL MANUFACTURER'S REPRESENTATIVES. b.CATALOG AND PART SHEETS ON EVERY MATERIAL AND EQUIPMENT INSTALLED UNDER THIS CONTRACT. C.GUARANTEE STATEMENT. d.COMPLETE OPERATING AND MAINTENANCE INSTRUCTION ON ALL MAJOR EQUIPMENT. 2.IN ADDITION TO THE ABOVE MENTIONED MAINTENANCE MANUAL, PROVIDE THE OWNER WITH ON-SITE INSTRUCTIONS FOR MAJOR EQUIPMENT AND SHOW EVIDENCE IN WRITING TO THE OWNER'S AUTHORIZED REPRESENTATIVE AT THE CONCLUSION OF THE PROJECT THAT THIS SERVICE WAS RENDERED. E.EQUIPMENT TO BE FURNISHED 1.SUPPLY AS A PART OF THIS CONTRACT THE FOLLOWING TOOLS a.TWO (2) SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLING AND ADJUSTING EACH TYPE OF SPRINKLER AND VALVE SUPPLIED ON THE PROJECT. b.TWO (2) FIVE-FOOT VALVE KEYS FOR OPERATION OF GATE VALVES. c.TWO (2) KEYS FOR EACH AUTOMATIC CONTROLLER AND IRRIGATION CONTROLLER ENCLOSURE. d.ONE (1) QUICK COUPLER KEY AND MATCHING HOSE SWIVEL FOR EVERY FIVE (5), OR FRACTION THEREOF, OF EACH TYPE OF QUICK COUPLING VALVE INSTALLED. 2.THE ABOVE MENTIONED EQUIPMENT SHALL BE TURNED OVER TO THE OWNER AT THE CONCLUSION OF THE PROJECT. BEFORE THE FINAL WALK-THROUGH SHALL BE PERFORMED, EVIDENCE THAT THE OWNER HAS RECEIVED THIS MATERIAL MUST BE SHOWN TO THE OWNE�S AUTHORIZED REPRESENTATIVE. PRODUCT DELIVERY, STORAGE AND HANDLING A.HANDLING OF PVC PIPE AND FITTINGS 1.THE CONTRACTOR IS CAUTIONED TO EXERCISE CARE IN HANDLING, LOADING, UNLOADING, AND STORING OF PVC PIPE AND FITTINGS. ALL PVC PIPE SHALL BE TRANSPORTED IN A VEHICLE WHICH ALLOWS THE LENGTH OF PIPE TO LIE FLAT SO AS NOT TO SUBJECT IT TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. ANY SECTION OF PIPE THAT HAS BEEN DENTED OR DAMAGED WILL BE DISCARDED AND, IF INSTALLED, SHALL BE REPLACED WITH NEW PIPING AT NO COST TO THE OWNER. SUBSTITUTIONS A.IF THE CONTRACTOR WISHES TO SUBSTITUTE ANY EQUIPMENT OR MATERIALS FOR THOSE EQUIPMENT OR MATERIALS LISTED ON THE DRAWINGS AND SPECIFICATIONS, HE MAY DO SO BY PROVIDING THE FOLLOWING INFORMATION TO THE OWNER'S AUTHORIZED REPRESENTATIVE FOR APPROVAL 1.PROVIDE A STATEMENT INDICATING THE REASON FOR MAKING THE SUBSTITUTION. USE A SEPARATE SHEET OF PAPER FOR EACH ITEM TO BE SUBSTITUTED. 2.PROVIDE DESCRIPTIVE CATALOG LITERATURE, PERFORMANCE CHARTS AND FLOW CHARTS FOR EACH ITEM TO BE SUBSTITUTED. 3.PROVIDE THE AMOUNT OF COST SAVINGS IF THE SUBSTITUTED ITEM IS APPROVED. B.THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL HAVE THE SOLE CCEPTING OR REJECTINGRESPONSIBILITY IN A ANY SUBSTITUTED IT EQUAL TO THOSE EQ LISTED ON THE DRAW SPECIFICATIONS. EM AS AN APPROVED UIPMENT AND MATERIALS INGS AND PRIOR TO START OF THE MAINTENANCE PERIOD LANDSCAPE A.THE CONTRACTOR SHALL SUBMIT PROOF OF WNER'S AUTHORIZEDWARRANTY TO THE 0 REPRESENTATIVE PR THE LANDSCAPE MAI COMPUTERIZED IRRI MATERIALS EXCEPT CONDUCTORS SHALL WARRANTY. IT IS THE RESPONSIBILITY TO 0 WARRANTY INSPECT EQUIPMENT SUPPLIE WILL BE ACCEPTED W WARRANTY. IOR TO THE START OF NTENANCE PERIOD. ALL GATION CONTROL SYSTEM INTERCONNECT HAVE A FIVE-YEAR CONTRACTOR'S BTAIN THE NECESSARY IONS FROM THE R.NO INSTALLATIONS ITHOUT PROOF OF ��OSCAp�, �t--"11-i"E Df!I.. :· >:; 11,c, 4j {<"· �. .::-" D o' C '! )'.t: �""""" I 2-22-26 """"'' ,,,,.12.19.25 DJCC Or, CA\..\\ . ·�� �"'"' ,. 0 1.9 GUARANTEE A.THE GUARANTEE FOR THE IRRIGATION SYSTEM SHALL BE MADE IN ACCORDANCE WITH THE ATTACHED FORM B.A COPY OF THE GUARANTEE FORM SHALL BE INCLUDED IN THE OPERATIONS AND MAINTENANCE MANUAL. C.THE GUARANTEE FORM SHALL BE RE-TYPED ONTO THE CONTRACTOR'S LETTERHEAD AND CONTAIN THE FOLLOWING INFORMATION: 1.10 GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM A.WE HEREBY GUARANTEE THAT THE SPRINKLER IRRIGATION SYSTEM WE HAVE FURNISHED AND INSTALLED IS FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP, AND THE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, ORDINARY WEAR AND TEAR AND UNUSUAL ABUSE, OR NEGLECT EXCEPTED. WE AGREE TO REPAIR OR REPLACE ANY DEFECTS IN MATERIAL OR WORKMANSHIP WHICH MAY DEVELOP DURING THE PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE 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 A REASONABLE TIME, AS DETERMINED BY THE OWNER, AFTER RECEIPT OF WRITTEN NOTICE. IN THE EVENT OF OUR FAILURE TO MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME AFTER RECEIPT OF WRITTEN NOTICE FROM THE OWNER, WE AUTHORIZE THE OWNER TO PROCEED TO HAVE SAID REPAIRS OR REPLACEMENTS MADE AT OUR EXPENSE AND WE WILL PAY THE COSTS AND CHARGES THEREFORE UPON DEMAND. PROJECT: LOCATION: SIGNED: ADDRESS: PHONE: DATE OF ACCEPTANCE: 1.11 RULES AND REGULATIONS A.WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE, THE UNIFORM PLUMBING CODE AS PUBLISHED BY THE WESTERN PLUMBING OFFICIALS ASSOCIATION, AND APPLICABLE LAWS AND REGULATIONS OF THE GOVERNING AUTHORITIES. 1.12 PROTECTION OF WORK AND MATERIALS A.THE CONTRACTOR SHALL PROTECT HIS WORK AND WORK OF OTHERS FOR THE DURATION OF THE CONTRACT. HE SHALL PROTECT PIPES AND FITTINGS FROM DIRECT SUNLIGHT, AND AVOID UNDUE BENDING AND ANY CONCENTRATED EXTERNAL LOADING. PIPE OR FITTINGS THAT HAVE BEEN DAMAGED SHALL NOT BE USED. B.THE CONTRACTOR SHALL EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. DAMAGE TO UTILITIES C. D. JATE WHICH ARE CAUSED BY CONTRACTOR'S OPERATION SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT SITE CONDITIONS AND PLANT MATERIAL THAT IS TO REMAIN. SHOULD DAMAGE TO INCURRED, CONTRACTOR SHALL REPAIR DAMAGE TO ITS ORIGINAL CONDITION OR FURNISH AND INSTALL EQUAL REPLACEMENTS. ALL EXISTING IRRIGATION SYSTEMS SHALL BE KEPT IN OPERATION AT ALL TIMES. IF THE EXISTING SYSTEM IS DAMAGED BY CONTRACTOR, HE SHALL BE RESPONSIBLE FOR IMMEDIATE REPAIR OF SUCH DAMAGE. l�ITIAL REI/ISl'.Jt, ------ - DESCRIPTION Exr=;irotion Jatel 2/22/26 DESl'.>JER OF WOFsK AFTER EACH REPAIR. ALL HEADS OF THE REPAIRED SYSTEM SHALL BE REMOVED SO THAT THE LINES CAN BE CLEARED OF ALL DIRT AND FOREIGN MATTER. 1.13 CORRECTION OF WORK A.ANY AND ALL DISCREPANCIES OF UNSATISFACTORY WORK SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER. THE CORRECTION OF WORK SHALL BE FINISHED WITH A REASONABLE PERIOD MUTUALLY AGREED UPON BETWEEN THE OWNER AND CONTRACTOR. PART 2 -PRODUCTS 2.1 GENERAL A.USE ONLY NEW MATERIALS OF BRANDS AND TYPES NOTED ON THE DRAWINGS OR SPECIFICATIONS. 2.2 PVC PRESSURE MAIN LINE PIPE AND FITTINGS A.CLASS 315 PIPE SHALL BE MADE FROM AN NSF APPROVED TYPE I, GRADE I, PVC COMPOUND CONFORMING TO ASTM COMPOUND SPECIFICATION D1784. ALL PIPE MUST MEET REQUIREMENTS AS SET FORTH IN ASTM D2241 (SOLVENT-WELD CLASS PIPE), WITH AN APPROPRIATE STANDARD DIMENSION (S.D.R.). B.SCHEDULE 40 PIPE SHALL BE MADE FROM NSF APPROVED TYPE I, GRADE I PVC COMPOUND CONFORMING TO ASTM COMPOUND SPECIFICATION D1784. ALL PIPE MUST MEET REQUIREMENTS AS SET FORTH IN ASTM D1785 (SOLVENT-WELD SCHEDULE PIPE). C.PVC SOLVENT-WELD FITTINGS SHALL BE SCHEDULE 40, 1-2, 11-1 NSF APPROVED CONFORMING TO ASTM TEST PROCEDURE 02466. D.SOLVENT CEMENT AND PRIMER FOR PVC SOLVENT-WELD PIPE AND FITTINGS SHALL BE OF TYPE AND INSTALLATION METHODS PRESCRIBED BY THE MANUFACTURER. E.ALL PVC PIPE MUST BEAR THE FOLLOWING MARKINGS: 1.MANUFACTURER'S NAME. 2.NOMINAL PIPE SIZE. 3.SCHEDULE OR CLASS. 4.PRESSURE RATING IN PSI. 5.NSF (NATIONAL SANITATION FOUNDATION) APPROVAL. 6.DATE OF EXTRUSION. 7.ALL FITTINGS SHALL BEAR THE MANUFACTURER'S NAME OR TRADEMARK, MATERIAL DESIGNATION, SIZE, APPLICABLE IPS SCHEDULE AND NSF SEAL OF APPROVAL. i p r-,R rl \ ,�r, /\ r 1L, lt.U I/.Jf'?l('1i j!(1fl/ 1\ ./,//\ /,/ \ A 1\J I) OIVL '( I I I ,�. I , , D I ' ' -�. 1 1✓ ��U ,/\/l, r:-cJR w; 11 11 ' I //1/ (_'/ .!,/J, ,\,_/ DRLl'/Ct_ J Lu � 1 r1r.A T;c·-)111 L J --', , , I ✓ 1·1r 'J r1 r 1' /1/ T'(/L'-•IL/-"l,\ /\ I i p -I /-\,,t/-1, /' " ,,--_, ,1 I\ ', II ,.J BUIL T F 507 30th Street RCE l/c. DATE Newport Beach, CA 92663 949 .6 75. 9964 �EVI:::\/ED BY mjs-la.com msF-�CT□FI JATE I 519T I CITY OF Ci\RL�BAD Pl_.41,,•Jil,G D1 1/IS :11,1 LANDSCAPE [MPR0VEMENT PLA1'S FOR JEFFERSON STREET HOMES 2502-2518 JETFERSON ST. CARLSBAD, CA 92008 IRRIGATION SPECIFICATIONS A.Pl'R0VEJ: � M / A ,z_ /q (2f.e .,, , PLA��I\Jli\G I , CWN BV-____w,__PRCaECI 1-10. UR.4 WlllG 1-10DAE 11·�1 , I ,t,_ DAE 11·�1 1.,\L CHKD BY: NS CT2024-0004 DEV2024-0012 552-6L OTHER 1\PP:;:,J\i/\l cir✓ A_=>=:>:;::JVAL FVW7 BY: QQ LPC2025-0015 - . • • ' ~ -~ , -I - -- I -- • ~ - I, I ' I I -------' -~ ,i -. , .. "IL . I ~ .. ~ <: ·II'-I I I I I I - ~ T, -' ' I II I I 3. 4 TE M P O R A R Y RE P A I R S A. TH E OW N E R RE S E R V E S TH E RI G H T TO MA K E TE M P O R A R Y RE P A I R S AS NE C E S S A R Y TO KE E P TH E IR R I G A T I O N SY S T E M IN OP E R A T I N G CO N D I T I O N . TH E EX E R C I S E OF TH I S RI G H T BY TH E OW N E R SH A L L NO T RE L I E V E TH E CO N T R A C T O R OF HI S RE S P O N S I B I L I T I E S UN D E R TH E TE R M S OF TH E GU A R A N T E E AS HE R E I N . 3. 5 EX I S T I N G TR E E S A. WH E R E IT IS NE C E S S A R Y TO EX C A V A T E AD J A C E N T EX I S T I N G TR E E S , TH E CO N T R A C T O R SH A L L US E AL L PO S S I B L E CA R E TO AV O I D IN J U R Y TO TR E E S AN D TH E I R RO O T S . EX C A V A T I O N IN AR E A S WH E R E TW O (2 ) IN C H AN D LA R G E R RO O T S OC C U R SH A L L BE DO N E BY HA N D . AL L RO O T S TW O (2 ) IN C H E S AN D LA R G E R IN DI A M E T E R , EX C E P T DI R E C T L Y IN TH E PA T H OF PI P E OR CO N D U I T , SH A L L BE TU N N E L E D U N D E R AN D SH A L L BE HE A V I L Y WR A P P E D WI T H BU R L A P , TO PR E V E N T SC A R R I N G OR EX C E S S I V E D R Y I N G . W H E R E A DI T C H I N G MA C H I N E IS RU N CL O S E TO TR E E S HA V I N G RO O T S SM A L , L E R TH A N TW O (2 ) IN C H E S IN DI A M E T E R , TH E WA L L OF TH E TR E N C H AD J A C E N T TO TH E TR E E SH A L L BE HA N D TR I M M E D . RO O T S ON E (1 ) IN C H AN D LA R G E R IN DI A M E T E R SH A L L BE PA I N T E D WI T H TW O CO A T S OF AN AP P R O V E D TR E E SE A L . TR E N C H E S AD J A C E N T TO EX I S T I N G TR E E S SH O U L D BE CL O S E D WI T H I N 24 HO U R S . WH E R E TH I S IS NO T PO S S I B L E , TH E SI D E OF TH E TR E N C H AD J A C E N T TO TH E EX I S T I N G TR E E SH A L L BE KE P T SH A D E D WI T H BU R L A P OR CA N V A S . 3. 6 FI E L D QU A L I T Y CO N T R O L A. AD J U S T M E N T OF TH E IR R I G A T I O N SY S T E M 1. FL U S H AN D AD J U S T AL L SP R I N K L E R HE A D S FO R OP T I M U M PE R F O R M A N C E AN D TO RE D U C E OV E R S P R A Y ON T O WA L K S , RO A D W A Y S , AN D BU I L D I N G S AS MU C H AS P O S S I B L E . 2. IF IT IS DE T E R M I N E D TH A T AD J U S T M E N T S TO TH E SP R I N K L E R HE A D S WI L L PR O V I D E PR O P E R AN D MO R E AD E Q U A T E CO V E R A G E , TH E CO N T R A C T O R SH A L L MA K E SU C H AD J U S T M E N T S PR I O R TO AN Y PL A N T I N G . AD J U S T M E N T S MA Y AL S O IN C L U D E C H A N G E S IN NO Z Z L E SI Z E S AN D DE G R E E S OF AR C AS RE Q U I R E D . 3. LO W E R I N G RA I S E D SP R I N K L E R HE A D S BY TH E CO N T R A C T O R SH A L L BE AC C O M P L I S H E D WI T H I N 10 DA Y S AF T E R NO T I F I C A T I O N BY TH E OW N E R ' S AU T H O R I Z E D RE P R E S E N T A T I V E . 4. AL L SP R I N K L E R HE A D S SH A L L BE SE T PE R P E N D I C U L A R TO FI N I S H GR A D E S UN L E S S OT H E R W I S E IN D I C A T E D ON TH E DR A W I N G S . B. IR R I G A T I O N SY S T E M TE S T I N G 1. TH E CO N T R A C T O R SH A L L RE Q U E S T TH E PR E S E N C E OF TH E OW N E R ' S AU T H O R I Z E D R E P R E S E N T A T I V E A T LE A S T 48 HO U R S IN AD V A N C E OF IR R I G A T I O N SY S T E M TE S T I N G . 2. TE S T AL L PR E S S U R E LI N E S UN D E R HY D R O S T A T I C PR E S S U R E OF 15 0 PS I FO R A PE R I O D OF TW O (2 ) HO U R S . NO T E : TE S T I N G OF PR E S S U R E MA I N L I N E SH A L L OC C U R PR I O R TO IN S T A L L A T I O N OF AN Y EL E C T R I C CO N T R O L VA L V E S . 3. IF DU R I N G TH E PR E S S U R E TE S T , A PR E S S U R E DR O P OC C U R S IN D I C A T I N G A LE A K , RE P L A C E TH E FA U L TY JO I N T S AN D RE P E A T TH E PR E S S U R E TE S T UN T I L TH E EN T I R E SY S T E M IS PR O V E N WA T E R T I G H T . 4. AL L HY D R O S T A T I C T E S T S S H A L L BE MA D E ON L Y IN TH E PR E S E N C E OF C; \D R A W I N G FI L E S \ T I T I . . E SH E E T S \ X X > < X . D W G 7/ 2 0 / 2 0 1 9 TH E OW N E R ' S AU T H O R I Z E D RE P R E S E N T A T I V E . NO PI P E SH A L L BE BA C K F I L L E D UN T I L IT HA S BE E N OB S E R V E D , TE S T E D AN D AP P R O V E D IN WR I T I N G . 5. TH E CO N T R A C T O R IS TO FU R N I S H TH E NE C E S S A R Y FO R C E PU M P AN D AL L OT H E R TE S T EQ U I P M E N T FO R TH E HY D R O S T A T I C PR E S S U R E TE S T 6. WH E N TH E IR R I G A T I O N SY S T E M PA S S E S TH E HY D R O S T A T I C PR E S S U R E TE S T AN D IS CO M P L E T E D , PE R F O R M A SP R I N K L E R CO V E R A G E TE S T IN TH E PR E S E N C E OF TH E OW N E R ' S AU T H O R I Z E D RE P R E S E N T A T I V E . DE T E R M I N E IF TH E WA T E R CO V E R A G E IS CO M P L E T E AN D AD E Q U A T E FU R N I S H AL L MA T E R I A L S AN D PE R F O R M AL L WO R K NE C E S S A R Y TO CO R R E C T AN Y IN A D E Q U A C I E S OF WA T E R CO V E R A G E DU E TO DE V I A T I O N S FR O M TH E DR A W I N G S , OR WH E R E TH E IR R I G A T I O N SY S T E M HA S BE E N WI L L F U L L Y IN S T A L L E D AS IN D I C A T E D ON TH E DR A W I N G S WH E N IT IS OB V I O U S L Y IN A D E Q U A T E , WI T H O U T BR I N G I N G TH I S TO TH E AT T E N T I O N OF TH E OW N E R ' S AU T H O R I Z E D RE P R E S E N T A T I V E . TH I S TE S T SH A L L BE AC C O M P L I S H E D BE F O R E AN Y GR O U N D C O V E R OR TU R F IS PL A N T E D . 7. UP O N CO M P L E T I O N OF EA C H PH A S E OF WO R K , TH E EN T I R E SY S T E M SH A L L BE CO V E R A G E TE S T E D AN D AD J U S T E D TO ME E T SP E C I F I C SI T E RE Q U I R E M E N T S 3. 7 IR R I G A T I O N SY S T E M MA I N T E N A N C E A. TH E E N T I R E IR R I G A T I O N SY S T E M SH A L L BE UN D E R FU L L , AU T O M A T I C OP E R A T I O N OW N E R ' S AU T H O R I Z E D RE P R E S E N T A T I V E IN AD V A N C E OF TH E FO L L O W I N G SI T E VI S I T S 1. PR E - J O B OR "K I C K - O F F " ME E T I N G - 7 DA Y S . 2. PR E S S U R E SU P P L Y LI N E IN S T A L L A T I O N AN D TE S T I N G - 2 DA Y S . 3. AU T O M A T I C CO N T R O L L E R IN S T A L L A T I O N - 2 DA Y S . 4. CO N T R O L WI R E IN S T A L L A T I O N - 2 DA Y S . 5. LA T E R A L LI N E AN D SP R I N K L E R HE A D IN S T A L L A T I O N - 2 DA Y S . 6. SP R I N K L E R CO V E R A G E TE S T - 2 DA Y S . 7. FI N A L WA L K T H R O U G H - 7 DA Y S B. WH E N SI T E VI S I T S AR E CO N D U C T E D BY OT H E R TH A N TH E OW N E R ' S AU T H O R I Z E D RE P R E S E N T A T I V E , SH O W EV I D E N C E IN WR I T I N G OF WH E N AN D BY WH O M TH E S E SI T E V I S I T S WE R E MA D C NO SI T E VI S I T S WI L L CO M M E N C E WI T H O U T "A S - B U I L TS " . IN TH E EV E N T TH E CO N T R A C T O R SC H E D U L E S A SI T E VI S I T WI T H O U T "A S - B U I L TS " OR WI T H O U T CO M P L E T I N G PR E V I O U S L Y NO T E D CO R R E C T I O N S , OR WI T H O U T PR E P A R I N G TH E SY S T E M FO R SA I D VI S I T , TH E CO N T R A C T O R BE RE S P O N S I B L E FO R RE I M B U R S I N G TH E OW N E R ' S AU T H O R I Z E D RE P R E S E N T A T I V E AT HI S CU R R E N T BI L L I N G RA T E PE R HO U R PO R T A L TO PO R T A L (P L U S TR A N S P O R T A T I O N CO S T S ) FO R TH I S IN C O N V E N I E N C E . NO FU R T H E R S I T E VI S I T S W I L L BE PE R F O R M E D BY TH E OW N E R ' S AU T H O R I Z E D RE P R E S E N T A T I V E UN T I L TH I S CH A R G E HA S BE E N PA I D AN D RE C E I V E D . PA R T 4 - DR I P IR R I G A T I O N SY S T E M : GE N E R A L FO R A PE R I O D OF SE V E N (7 ) DA Y S PR I O R 4. 1 TO BE G I N N I N G AN Y PL A N T I N G . TH E GE N E R A L C O N D I T I O N S A. TH E RE Q U I R E M E N T S OF TH E "G E N E R A L CO N D I T I O N S OF TH E CO N T R A C T " AN D OF DI V I S I O N 1, "G E N E R A L RE Q U I R E M E N T S " , SH A L L AP P L Y TO AL L WO R K IN TH I S SE C T I O N WI T H TH E SA M E FO R C E AN D EF F E C T AS TH O U G H RE P E A T E D IN FU L L HE R E I N . OW N E R RE S E R V E S TH E RI G H T TO WA I V E OR SH O R T E N TH I S OP E R A T I O N PE R I O D . 3. 8 CL E A N UP A. CL E A N U P SH A L L BE MA D E AS EA C H PO R T I O N OF WO R K PR O G R E S S E S . RE F U S E AN D EX C E S S DI R T SH A L L BE RE M O V E D FR O M TH E SI T E , AL L WA L K S AN D PA V I N G SH A L L BE BR O O M SW E P T OR WA S H E D DO W N , AN D AN Y DA M A G E SU S T A I N E D TO TH E WO R K OF OT H E R CO N T R A C T O R S SH A L L BE RE P A I R E D TO OR I G I N A L CO N D I T I O N S AT NO CO S T TO TH E OW N E R . B. UP O N CO M P L E T I O N OF TH E WO R K TH E CO N T R A C T O R SH A L L SM O O T H AL L GR O U N D SU R F A C E S . RE M O V E EX C E S S MA T E R I A L S SU C H AS RU B B I S H , DE B R I S AN D SW E E P AD J A C E N T ST R E E T S , CU R B S , GU T T E R S , WA L K W A Y S AN D TR A I L S . RE M O V E CO N S T R U C T I O N EQ U I P M E N T FR O M TH E PR E M I S E S . 3. 9 FI N A L WA L K - T H R O U G H PR I O R TO AC C E P T A N C E A. TH E CO N T R A C T O R SH A L L OP E R A T E TH E IR R I G A T I O N SY S T E M IN IT S EN T I R E T Y FO R TH E OW N E R ' S AU T H O R I Z E D RE P R E S E N T A T I V E AT TI M E OF TH E FI N A L WA L K TH R O U G H . AN Y IT E M S DE E M E D NO T AC C E P T A B L E BY TH E OW N E R ' S AU T H O R I Z E D RE P R E S E N T A T I V E SH A L L BE RE W O R K E D TO TH E HI S CO M P L E T E SA T I S F A C T I O N . B. TH E CO N T R A C T O R SH A L L SH O W EV I D E N C E TO TH E OW N E R ' S AU T H O R I Z E D RE P R E S E N T A T I V E TH A T TH E OW N E R HA S RE C E I V E D AL L AC C E S S O R I E S , CH A R T S , "A S - B U I L T DR A W I N G S " , AN D EQ U I P M E N T AS RE Q U I R E D BE F O R E TH E FI N A L WA L K TH R O U G H WI L L BE PE R F O R M E D . 3. 1 0 SI T E VI S I T OB S E R V A T I O N SC H E D U L E A. TH E CO N T R A C T O R SH A L L BE RE S P O N S I B L E FO R NO T I F Y I N G TH E 4. 2 SU M M A R Y A. CO N D I T I O N S WI T H I N IR R I G A T I O N SY S T E M SP E C I F I C A T I O N SE C T I O N 02 8 1 0 SH A L L AP P L Y TO TH I S SE C T I O N . B. TH I S SE C T I O N IN C L U D E S TH E IN S T A L L A T I O N OF LO W VO L U M E IR R I G A T I O N CO M P O N E N T S IN C L U D I N G CO N T R O L ZO N E KI T S AN D IN L I N E DR I P TU B I N G . PA R T 5 - DR I P IR R I G A T I O N PR O D U C T S 5. 1 CO N T R O L ZO N E KI T S A. GE N E R A L 1. CO N T R O L ZO N E KI T AS S E M B L I E S FO R DR I P IR R I G A T I O N ZO N E S MU S T IN C L U D E A VA L V E , FI L T R A T I O N AN D PR E S S U R E RE G U L A T I O N TO ME E T TH E FL O W RE Q U I R E M E N T S OF TH E ZO N E . W H E R E NE C E S S A R Y A CH E C K VA L V E SH A L L AL S O BE IN S T A L L E D . 2. CO N T R O L ZO N E KI T S SH A L L BE RA I N BI R D CO N T R O L ZO N E KI T S AS IN D I C A T E D ON CO N S T R U C T I O N DR A W I N G S . 3. CO M P O N E N T S SH A L L BE SI Z E D AC C O R D I N G TO TH E HY D R A U L I C DE M A N D S OF TH E SY S T E M . B. RA I N BI R D CO N T R O L ZO N E KI T 1. CO M M E R C I A L CO N T R O L ZO N E KI T FO R ZO N E S WI T H FL O W S FR O M 0. 2 5 TO 9. 0 GP M a. CO N T R O L ZO N E KI T SH A L L IN C L U D E A 1" PE S B VA L V E , BA S K E T F I L T E R WI T H 20 0 - M E S H (7 5 MI C R O N ) SC R E E N WI T H A BU i l T- I N 40 PS I PR E S S U R E RE G U L A T O R , OR AP P R O V E D EQ U I V A L E N T b. TH E CO N T R O L ZO N E KI T SH A L L HA V E A 1" IS O L A T I O N BA L L VA L V E . 2. CO M M E R C I A L CO N T R O L ZO N E KI T FO R ZO N E S WI T H FL O W S FR O M 10 . 0 TO 18 . 0 GP M a. CO N T R O L ZO N E KI T SH A L L IN C L U D E A 1- 1 / 2 " PE S B VA L V E , TW O (2 ) BA S K E T FI L T E R S WI T H 20 0 - M E S H (7 5 MI C R O N ) SC R E E N WI T H A BU i l T- I N 40 PS I PR E S S U R E RE G U L A T O R , OR AP P R O V E D EQ U I V A L E N T b. TH E CO N T R O L ZO N E KI T SH A L L HA V E A 1- 1 / 2 " IS O L A T I O N BA L L VA L V E . C BA S K E T F I L T E R a. TH E FI L T E R SH A L L HA V E A 1" IN L I N E QU I C K CH E C K BA S K E T FI L T E R BO D Y CO N S T R U C T E D OF HE A V Y - D U T Y , GL A S S - F I L L E D , UV RE S I S T A N T PO L Y P R O P Y L E N E CA P A B L E OF WI T H S T A N D I N G PR E S S U R E S OF NO T LE S S TH A N 15 0 PS I (1 0 , 3 BA R S ) . TH E DE S I G N SH A L L BE A BA S K E T ST Y L E BO D Y WI T H JA R - T O P CA P . TH E CA P SH A L L IN C O R P O R A T E AN IN D I C A T O R TH A T GO E S FR O M GR E E N TO RE D DU R I N G OP E R A T I O N WH E N TH E FI L T E R EL E M E N T NE E D S CL E A N I N G . TH E DI M E N S I O N S FO R TH E FI L T E R SH A L L NO T EX C E E D TH E FO L L O W I N G : HE I G H T : 6½ " (1 6 , 5 CM } , LE N G T H : 6½ " (1 6 , 5 CM ) , WI D T H : 3½ " (8 , 9 CM ) . TH E FI L T E R EL E M E N T SH A L L BE CO N S T R U C T E D OF A DU R A B L E ST A I N L E S S ST E E L ME S H AT T A C H E D TO A PR O P Y L E N E FR A M E AN D SH A L L BE 20 0 - M E S H (7 5 MI C R O N ) . TH E SC R E E N SH A L L BE SE R V I C E A B L E FO R CL E A N I N G PU R P O S E S BY UN S C R E W I N G T H E CA P FR O M TH E BO D Y AN D RE M O V I N G TH E FI L T E R EL E M E N T . D. PR E S S U R E RE G U L A T O R a. TH E CO N T R O L ZO N E KI T SH A L L HA V E TH E PR E S S U R E RE G U L A T O R BU i l T IN T O TH E BA S K E T FI L T E R . TH E PR E S S U R E RE G U L A T I N G DE V I C E IS A NO R M A L L Y OP E N DE V I C E TH A T AL L O W S FU L L FL O W WI T H LI T T L E PR E S S U R E LO S S UN L E S S TH E IN L E T PR E S S U R E IS GR E A T E R T H A N TH E PR E S E T LE V E L . AS TH E IN L E T PR E S S U R E I N C R E A S E S AB O V E TH E PR E S E T LE V E L IT CO M P R E S S E S A SP R I N G AN D BE G I N S TO RE D U C E TH E FL O W AN D DO W N S T R E A M PR E S S U R E . TH E IN L I N E PR E S RE G U L A T O R SH A PR E S E T OU T L E T AP P R O X I M A T E L Y SU R E LL HA V E A PR E S S U R E OF 40 PS I (2 , 8 BA R ) . E. RE M O T E CO N T R O L VA L V ENE KI T SH A L L TI C RO L VA L V E . SU R E RA T I N G a. TH E CO N T R O L ZO HA V E AN AU T O M A IR R I G A T I O N CO N T TH E VA L V E PR E S NO T TO BE LE S S (1 3 , 8 BA R ) . TH E V AN D BO N N E T SH A CO N S T R U C T E D 0 HI G H - I M P A C T , WE A T H E R - R E S I S FI L L E D NY L O N , S ST E E L AN D OT H E CH E M I C A L / U V RE TH A N 20 0 PS I AL V E BO D Y LL BE F TA N T GL A S S TA I N L E S S R SI S T A N T �, , - . ' D S C A ) • � '% . ,_ti E oc �z - 1 + 0, <',:!> "5;.. r: : : , '• "' .J z �•� n c l u r u � - ; < 12 - 2 2 - 2 6 •- p Rc.oo .. ·olfot, " ,r 12 - 1 9 - 2 5 ;, l),tl< 7 'I;,. ·' <! - - ' " , Of C A \ ,,o MA T E R I A L S . TH E VA L V E SH A L L HA V E A DI A P H R A G M CO N S T R U C T E D OF A DU R A B L E BU N A - N RU B B E R MA T E R I A L RE I N F O R C E D WI T H NY L O N . 5. 3 PO I N T SO U R C E DR I P EM I S S I O N DE V I C E A. EM I T T E R S 1. 1/ 2 GP H EM I T T E R , MO D E L XB - 0 5 P C - 1 0 3 2 , SH A L L BE BL U E IN CO L O R . 2. 1 GP H EM I T T E R , MO D E L XB - 1 0 P C - 1 0 3 2 , SH A L L BE BL A C K IN CO L O R . 3. 2 GP H EM I T T E R , MO D E L XB - 2 0 P C - 1 0 3 2 , SH A L L BE RE D IN CO L O R . 4. EA C H EM I T T E R SH A L L HA V E A 10 3 2 TH R E A D E D IN L E T FO R AT T A C H M E N T TO A PF R - F R A PO L Y FL E X RI S E R . 5. EA C H EM I T T E R SH A L L BE PR E S S U R E CO M P E N S A T I N G FR O M 15 - 5 0 PS I . 5. 4 TW O - W I R E DE C O D E R SY S T E M A. DE C O R S , G R O U N D I N G & CA B L E 1. HU N T E R IC D 1 0 0 - X X SE R I E S SI N G L E ST A T I O N DE C O D E R RE F E R TO LE G E N D . 2. TH E MI N I M U M RE C O M M E N D E D LE V E L OF PR O T E C T I O N IS TO HA V E ON E DE C O D E R GR O U N D E D AT TH E EN D OF EA C H WI R E PA T H AN D ON E DE C O D E R GR O U N D E D EV E R Y 1, 0 0 0 FT / 3 0 0 M OR 8T H DE C O D E R . FO R HI G H E R LE V E L S OF PR O T E C T I O N , GR O U N D TH E DE C O D E R S MO R E FR E Q U E N T L Y . TH E R E IS NO LI M I T ON TH E NU M B E R OF GR O U N D CO N N E C T I O N S IN A DE C O D E R SY S T E M . 3. IT IS IM P O R T A N T TO AL W A Y S US E A SO L I D CO R E , CO L O R - C O D E D , TW I S T E D - P A I R CA B L E . TH E TW I S T OF TH E CO R E S PR O T E C T S TH E SY S T E M FR O M MO S T TY P E S OF NO I S E AN D SM A L L SU R G E S . 4. AV O I D RU N N I N G PO W E R CA B L E S AN D DE C O D E R CA B L E IN PA R A L L E L , ES P E C I A L L Y IF TH E Y AR E CL O S E . IF A HI G H VO L T A G E CA B L E MU S T BE CR O S S E D , IT IS BE S T TO CR O S S AT RI G H T AN G L E S . 5. HU N T E R CA B 1 4 - Y (1 4 GA U G E PO L Y E T H Y L E N E JA C K E T E D 2 WI R E CA B L E - YE L L O W ) FO R AD D I T I O N A L IN F O R M A T I O N RE F E R TO HU N T E R SP E C I F I C A T I O N S 6. TH E TW I S T E D PA I R S AR E NO T SH I E L D E D OR AR M O R E D , BU T TH E OU T E R JA C K E T PR O V I D E S PR O T E C T I O N FR O M AB R A S I O N AN D SU N L I G H T DA M A G E . CO N D U I T IS NO T NE C E S S A R Y UN L E S S LO C A L RE G U L A T I O N S RE Q U I R E IT (T H E TW O - W I R E PA T H IS LO W VO L T A G E ) . SH I E L D I N G , ST E E L AR M O R , AN D CO N D U I T WI L L NO T IN H I B I T PE R F O R M A N C E AN D AR E PE R M I S S I B L E WH E N DE S I R E D . - -DA T E IH I T I A L - RE V I S I C J l , J DE S C R I P Tl iJ l • J EX 7 1 r o l 1 : i n Du t t ' l 21. _ 2 2 / 2 6 DE S I G � � E R OF WJ � ' 50 7 30 t h St r e e t AF P R ( ) \/ � !) �O R !R R / G A TI 0 1 \ J ' I I 1' A, \ L J PL A l ' J T! i \ / G 01 \ J L /, /·;1 / 1- ' L I / 1__,,r: / Id ( \v V 11/ '-7 p rJ F"" r• 1 ,: · C" . / \ _L,1.__) L L ) C • 1' I I () / I I /7 I -- \ Or �! A t ' 1'' � r � I/ 1 , 1 1J 1 _ 7 AR [ A Ii I \ � - - JI J = L T 1' RC l EX P . DA fl Ne w p o r t Be a c h , CA 92 6 6 3 . ,. DA T E 94 9 . 6 7 5 . 9 9 6 4 mj s - l a . c o m - 11,1 TI / \ L D, \ T E 11• 1 TI A L OT H E � , ' : i . P P R O V A ! _ CI T Y AP P R O V A L RE V I E 'v/ E D BY , lf l S l ' ' E C T □ R DA T E I S2Ea T I CI T Y OF Cl \ R L : : : ; B i \ D PL A r \ l � \ ! l � J G DI \ / SIO � J LA N D S C A P E IM P R 0 V F : M F : N T PT . A N e o FO R : JE F F ER S O N ST R E E T HO M E S 25 0 2 - 2 5 1 8 JE F F E R S O N ST . CA R L S B A D , CA 92 0 0 8 IR R I G A T I O N SP E C I F I C A T I O N S � I AP l ' R C ' ✓ E C �' b r - ?... l< t L Z C f PL l \ l " l l l l • I G r- DW ' \ J RY : ____NS__ PR 0 J C : C T r, o . DR A ' 0 i 1 N G 1•W . /Y . S CT 2 0 2 4 - 0 0 0 4 D[ V 2 0 2 4 - 0 0 1 2 Cl le : C : 3Y LP C 2 0 2 5 - 0 0 1 5 55 2 - 6 L RV ' / / D BY · QQ I I . • . - . . . • . • . . . . • ' -. 6t ) ) • a fl -. - , . .. I I ' • -• • - I - -- - .. I I . . ' I I . 0 I . . . -J: ' . - -' . - . I . . . ' -I , " . . , l . . s 5 --- COMPOST NOTE FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARIDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL. SOILS WITH GREATER THAN 6% ORGANIC MATTER IN THE TOP 6 INCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING. SOILS NOTE PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED TO A FRIABLE CONDITIONS. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED TO MEET THE REQUIREMENT OF THIS SECTION. ADJACENT RESIDENTIAL PROPERTY LINE NORTH 0 4' 8' SCALE: 1/8" = I '-0" 16' I I I 6 ' I ' I I •--::r \ ligrnlu:c � I .:..j 12-22-26l\rn.o·»ID•tc /✓ / • \ 12-19-25 / • I I I TREE ROOT BARRIER NOTE: PLANT SCHEDULE IBOTANICAL/ COMMON NAME ROOT BARRIERS ARE REQUIRED WHERE TREES ARE PLANTED SYMBOL SIZE WUCOLS QTY LESS THAN FIVE (5) FEET OF SIDEWALK, WALLS, STRUCTURES, ----CURBS, PAVING, PUBLIC IMPROVEMENTS WITHIN RO.W. , I TREES (TYP.), WATER, SEWER, STORM DRAIN, ETC. -( •;i CERCIS OCCIDENTALIS ' I I TREE PLACEMENT NOTE: CONTRACTOR TO LOCATE ALL DRAINLINES IN FIELD PRIOR TO THE INSTALLATION OF TREES. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY CONFLICT WITH TREE LOCATIONS WITH STORM DRAIN LINES. LANDSCAPE GRADING & DRAINAGE: ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE (2% GRADE IN PLANTING AREAS) AWAY FROM ALL STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. CITY LANDSCAPE NOTE: LANDSCAPE PLANS WILL MEET ALL REQUIREMENTS OF CARLSBAD LANDSCAPE MANUAL AS DETERMINED APPROPRIATE FOR THE PROJECT WESTERN REDBUD 24"BOX LOW I 0 RHUS LANCEA AFRICAN SUMAC STANDARD TRUNK 36"BOX LOW 11 MAINTAIN @25' MAX HT. VERTICAL ACCENT 0 ' FURCRAEA MACDOUGALi i 24"BOX LOW 5 MACDOUGALL'S CENTURY PLANT (·:LAURUS NOBILIS -COLUMN , 24"BOX LOW 15 SWEET BAY -COLUMN I GENERAL PLANTING NOTES I I I.PRIOR TO ANY FINE GRADING OR PLANTING, CONTRACTOR SHALL OBTAINAGRONOMIC SOIL REPORTS AND SOIL AMENDMENT RECOMMENDATIONS PERSPECIFICATIONS, WHICH SHALL SUPERSEDE THOSE WITHIN THE SPECIFICATIONS.SEE NOTE ABOVE FOR LOCATIONS. ■'I I <( f-"z_w O� v, N I w "" :::: I f--Zzw o_ � <(o' <( w IZ ...J w o_ I a. I TREE MAINTENANCE WITHIN LINE OF SIGHT: TREE LOCATED WITHIN LINE OF SIGHT MUST HAVE ALL LIMBS REMOVES TO A HEIGHT OF 6 FEET ABOVE TOP OF CURB. REFERENCE NOTES FOR GENERAL PLANTING NOTES SEE SHEET 21 FOR TREE AND POTTERY PLAN SEE SHEET 21 FOR SHRUB PLANS SEE SHEETS 22 FOR PLANTING DETAILS SEE SHEET 23 FOR PLANTING SPECIFICATIONS SEE SHEET 24 & 25 "I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER." SIGNATURE: �� --...___'-_) ------DAN DELLE-?.-= t::� "? STATE OF CALIFORNIA LICENS7ANDSCAPE ARCHITECT #6642 FIRE LADDER PAD NOTE: 111-,---�-I I I I I I I I I Ll__j__J_ __ LADDER PAD TO MEET REQUIREMENTS PER THE CITY OF CARLSBAD FIRE DEPARTMENT. AGRONOMIC SOILS TEST NOTES AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM THREE LOCATIONS SHOWN ON PLAN. THIS IS TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY THE err(). THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING a)ORGANIC MATTER CONTENTb)N, P, K,) pH d)ECe)SOIL TEXTURE (SAND. SILT, CLAY)f)RECOMMENDATIOI\S FOR AMENDMENTS, LEACHING, ANO MAINTENANCEFERTILIZATIONTHE 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 CONSTRUTIN AND SHALL BECOME PART OF THE APPROVED PLANS. 2.LANDSCAPE ARCHITECT TO APPROVE ALL PLANT MATERIAL NOT LESS THAN IWEEK PRIOR TO ANTICIPATED DELIVERY DATE.3.CONTRACTOR SHALL REMOVE ALL GROWER STAKES, TAGS AND RIBBONS.4.LANDSCAPE CONTRACTOR SHALL MAINTAIN PROPER DRAINAGE AND DIRECTALL WATER TO DRAINAGE INLETS SO AS TO PREVENT STANDING WATER.5.THE LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTED AREAS FOR APERIOD OF 90 DAYS AFTER "START OF MAINTENANCE" PERIOD.6.CONTRACTOR SHALL GUARANTEE SHRUBS FOR 6 MONTHS AND TREE AND PALMMATERIAL FOR 12 MONTHS (I YEAR).7.LANDSCAPE ARCHITECT SHALL APPROVE PLANT MATERIAL PLACEMENT PRIORTO INSTALLATION.8.NO TREES SHALL BE PLANTED CLOSER THAN S' TO A BUILDING OR ROOFSTRUCTURE. NO TREES SHALL BE PLANTED CLOSER THAN 5' TO PAVING ORFREESTANDING WALLS UNLESS DIRECTED BY THE LANDSCAPE ARCHITECT.9.TREES OR PALMS SHALL NOT BE PLANTED WHERE FUTURE GROWTH WILLOBVIOUSLY CONFLICT WITH ROOF OVERHANGS.10.NO SHRUBS OR TREES SHALL BE PLANTED THAT WILL CREATE A VISUALOBSTRUCTION TO SIGHT LINE OF VEHICLE TRAFFIC.I I. TREES OR PALMS PLANTED IN LANDSCAPE AREAS OF LESS THAN 5' IN WIDTH SHALL BE INSTALLED WITH APPROVED ROOT BARRIERS. 12.ANY PLANTING SHOWN ON THE PLANS OR EXISTING IN THE FIELD THATCONTRADICTS THESE CRITERIA IS TO BE BROUGHT TO THE ATTENTION OF THELANDSCAPE ARCHITECT FOR RESOLUTION. FAILURE TO DO SO MAY RESULT INTHE CONTRACTOR TO REMOVE OR RELOCATE PLANT MATERIAL. MULCH NOTE THE APPLICATION OF ORGANIC MULCH MATERIALS MADE FROM ALL RECYCLED OR POST-CONSUMER MATERIALS SHALL TAKE PRECEDENCE SHRUB OVER INORGANIC MATERIALS UNLESS RECYCLED OR POST-CONSUMER AREAS ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE. 3" LAYER OF MULCH AT ALL LANDSCAPE AREAS. QUANTITIES NOTE CONTRACTOR TO NOTE THAT THE QUANTITIES ON LEGEND AND PLANT CALLOUTS HAVE BEEN PROVIDED FOR QUICK REFERENCE ONLY. IT IS RECOMMENDED THAT THE CONTRACTOR NOT RELY ON THE ACCURACY OF THESE QUANTITIES AND PROVIDE THEIR OWN PLANT MATERIAL COUNTS AT THE TIME OF PREPARING BID. ANY DISCREPANCY IN THE PLANT QUANTITIES AND SIZES SHOULD BE BRO LIGHT TO THE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT. APPF?O \/[0 F"Of? I RR/ GA Ti Of'! AtvO FLA;\/ Tl1�J G 0!'1 LY, /1\/ CLUOitvG PR[C! S[ LCCA TIO;\/ Or PLA!1JTII\JC? ARF"A. BUIL T 11RT LANDSCAPE ARCHITECTURE DIAL TOLL FREE 1-800-422-4133 AT LEAST T·NO DAYS BEFORE YO .. .I DIG (:> 507 30th Street Newport Beach, CA 926639 949.675.9964 RCE __ _ EXP, ___ _ DAT[ REVll\c/UJ BY I UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ® mjs-la.com INSPECTOR DATE .--------,------------------r-----r-----,----,-----.------'--, -_ -_ -_ -_ -� -� -� -= -= -=---_ -� -= -= -_ -_ -� -_ ---= -_ ---_ ---= -_ ---_ -_ -_ -_ -_ -_-�-I 1 1 f-----+------------+---+---+----+---lls2HE1ETI,__ c_r_T_Y_o_F_c_A_R_1_s_B_A_D_� . _ PLA\JNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: JE.FFERS0I✓ STREET 1-iOlvlES 2502 -25 I 8 JEFFERSON ST. CARLSBAD, CA 92008 TREE PLAN I APPROVED:/� /I .7 --+-----1 L,L:F.MI JLµAll/tL ____ _, PLANNING //"" ,,.,.., IM, /..._"<: -1;,."-..... /.�+ DATE INI I AL « ..____.,.,. o'-DATE lfllTIAL DATE INITIAL DWN CHKO BY: PROJECT NU. URAWING rio. BY: 1'.J.� C T2024-0004 0E:V2024-00 I 2 D p co,L\r -...__..c.,:_· _.,--Ex iration Cote:12/22/26 DE:::.ICI\ER OF WORK RE\/ISI0�l DESCRIPTI0fl OTHER APPRC'IAL CITY APPROVAL �vwo BY: '10 LPC2025-0015 552-5L EXISTING PEPPER TREE TO BE REMOVED 0 l -----j I I L .J. ) ,, m 0 rn . ... i ,t], i, .,,--:-;. n1 I ·. I I 11 11 I I I I I I/ I~_,:-., -+~-+o-;;; 1. ( I if----\L.-c-II _··,::; m , . I '· r) I f 0 .rr I i . ! I a ·-rn ' • (.) . I . r,. 1. r'r I J () I I .. 1' I srL I I I I 11 1' I I \ \ . \, ~--- I . ! I \ .... ' ______ .... 1 - '<..) ·!. I C: \ORA WING FILES\ TITLE SHEETS\XX)(X.DWG 7/20/2019 . I ·.• I . ' I t l I I , , , l L _____ ~--------- I --- ---:i -- -- --- - -,~~ ' J ,I • ,I I ' • ' ' CER 6cc 1 24"box ' BUENA VISTA WAY __ i;_R;.:OPERTY LINE e ~ -~ -........:::-----::2_ -------_-__ I 0 - C) • 'r., . t ·) . ,. ~=-,. J :< J • . .. .. '", -, ' .. . . :,: .•:--::,: ·,-, . .' _,_._.: ~ ~-. I ·1 . j -+ ·····1··· .... ,. 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C· ' 1 ' w • L • L L I L L I L L <( t-r---.z_ w o-- "' Vl N w•"" "'"'t- -z .. wZ u 0.. <( <( <( CITY LANDSCAPE NOTE: LANDSCAPE PLANS WILL MEET ALL REQUIREMENTS OF CARLSBAD LANDSCAPE MANUAL AS DETERMINED APPROPRIATE FOR THE PROJECT REFERENCE NOTES FOR GENERAL PLANTING NOTES SEE SHEET 21 FOR TREE AND POTTERY PLAN SEE SHEET 21 FOR SHRUB PLANS SEE SHEETS 22 FOR PLANTING DETAILS SEE SHEET 23 FOR PLANTING SPECIFICATIONS SEE SHEET 24 & 25 "I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER." SIGNATURE: r � r>...-:_ _,--�---DAN DELLE ,L;:::::::-STATE OF CALIFORNIA LICENSED LANDSCAPE ARCHITECT #6642 PLANT SCHEDULE SYMBOL I BOTANICAL / COMMON NAME SIZE WUCOLS QTY SHRUBS 8 ALOE STRIATA 5 GAL LOW 18 CORAL ALOE ® BOUTELOUA GRACI LIS 'BLONDE AMBITION' 5 GAL LOW 25 '\ BLONDE AMBITION BLUE GRAMA ACCENT/ENHANCED PLANTING 0 AGAVE ATTENUATA 15 GAL LOW 10 FOXTAIL AGAVE BIO-TREATMENT BASIN PLANTING 0 DI ETES X 'ORANGE DROP' 5 GAL LOW 10 ORANGE DROP FORTNIGHT LILY (i)LEYMUS CONDENSATUS 'CANYON PRINCE' 5 GAL LOW 114 CANYON PRINCE GIANT WILD RYE FOREGROUND PLANTING (·) DIANELLA REVOLUTA 'LITTLE REV'5 GAL LOW 239 LITTLE REV DIAN ELLA CJD EPILOBIUM CALIFORNICUM 5 GAL LOW 6 CALIFORNIA FUCHSIA § LOMANDRA LONGIFOLIA 'ARCTIC FROST' 5 GAL LOW 200 -ARCTIC FROST RUSH -----FOUNDATION PLANTING 0 LAURUS NOBILIS 15 GAL LOW 72 SWEET BAY -COLUMN @ LEUCOPHYLLUM FRUTESCENS 'GREEN CLOUD' 15 GAL LOW 52 GREEN CLOUD TEXAS SAGE 0 OLEA EUROPAEA 'MONTRA'15 GAL LOW 11 LITTLE OLLIE® OLIVE <? WESTRINGIA FRUTICOSA 'SMOKEY' 15 GAL LOW 81 SMOKEY COAST ROSEMARY PLANT PHOTO SUBMITTAL NOTE ALL PLANT MATERIAL INCLUDING TREES, SHRUBS AND VINES SHALL BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT VIA PHOTO SUBMITTALS PRIOR TO DELIVERY TO THE SITE. PHOTO SUBMITTAL SHALL INCLUDE NURSERY SUPPLIER AND DATE OF PHOTOS. SPECIMEN TREES SHALL BE COORDINATED WITH LANDSCAPE ARCHITECT AND OWNER IF TREES ARE TO BE TAGGED FOR THE PROJECT. ANY MATERIAL DELIVERED TO THE SITE WITHOUT APPROVAL OR NOT REPRESENTATIVE OF APPROVED SUBMITTAL IS SUBJECT TO REJECTION AT THE CONTRACTORS EXPENSE. PHOTO SUBMITTAL SHALL BE SENT TO THE LANDSCAPE ARCHITECT A MINIMUM OF 72 HOURS PRIOR TO SHIPMENT OF MATERIAL. SUBMITTAL SHOULD INCLUDE SOME TYPE OF SCALE FOR REFERENCE IN PHOTO (I.E. PERSON, MEASURING TAPE, ETC.). TREES SHALL BE NOTED WITH HEIGHT (FROM FINISH GRADE IN CONTAINER) AND CANOPY HEAD SIZE. REFER TO PLANTING SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS REGARDING QUALITY OF NURSERY STOCK. LINE-OF-SIGHT NOTE LANDSCAPE ELEMENTS OVER 30" IN HEIGHT (INCLUDING PLANTING MEASURES AT MATURITY) ARE NOT ALLOWED AT STREET CORINERS WITHIN A TRIANGULAR ZONE DRAWN FROM 2 POINTS, 25' OUTWARD FROM BEGINNING OF CURVES AND END OF CURVES. QUANTITIES NOTE CONTRACTOR TO NOTE THAT THE QUANTITIES ON LEGEND AND PLANT CALLOUTS HAVE BEEN PROVIDED FOR QUICK REFERENCE ONLY. IT 15 RECOMMENDED THAT THE CONTRACTOR NOT RELY ON THE ACCURACY OF THESE QUANTITIES AND PROVIDE THEIR OWN PLANT MATERIAL COUNTS AT THE TIME OF PREPARING BID. ANY DISCREPANCY IN THE PLANT QUANTITIES AND SIZES SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT. LANDSCAPE GRADING & DRAINAGE: ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE (2% GRADE IN PLANTING AREAS) AWAY FROM ALL STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM . APPF?0V[0 !RR/GA T/O!IJ At✓OOtJL Y, /1\/CLUO!t✓G PR[CISF""LOCA TIO;\/ OF PLAf'1Tl!1JG /\ RF"" A. 11 AS BUIL T 11 LANDSCAPEARCHITECTURE DIAL TOLL FREE 1-800-422-4133 AT LEAST 71,/JO DAYS BEFORE YOI� D13 UNDERGROUND SEiiVICE ALERT OF SOUTHERN CALIFORNIA 0 507 30th StreetNewport Beach, CA 92663@ 949,675.9964® mjs-la.com RCE___ t:XP. ___ _ RE\/[E¥/ED BY INSPECTOR DATE DATE rn:J2 CITY OF CARLSBADPLANl�ING DIVISION LANDSCAPE J:\1PROVEMENT PLANS FOR: ,)EFFERSO/\.l STREET HC!/vfES 2502-25713 JU-1-1:.RSON ST CARLSB/10, C1\ 9200ASHRUB PLAN 1----+----+-------------------+-----+---+----+---I I ::ROVED P ANfllNG - RE\IISIOI� DESCRIPTION C/1.TE l'JITIAL OTHER AFPR0VAL OJI.TE l'JI IIAI CITY APPRCVAL owri 3Y:CHKD BY:Rl/'IV0 BY: ,I\J '-.. ; PRO,IEC:T NO. DRAWING NO. r,1s CT2024-0004 O[V2024-0012 552-61-1·11 1 LPC2025 0015 7 c:::: 0 ' I w 0 w 0 ,u C 0 rn r•·. 0 '4 m I .! -• :/ " •. I/ . ..r· • ·_I.it/~ •• •• •• ~¼'<i-;.~.:--i . :iii. I • 1 •.· .. . 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I_ - - --- - -- - BUILDING D 1 ,=--------7 " ◊ I I .---s -' I I I I ' ::::::::>-\ I G : I----_-;-I i G L..-________ J 0 L __________ ~_J • ,---l.>Ll------- 1 --4 cc'/ ---- - -7 1·· ,I -- I I -~---I I I __ :::,, I I I -·---I I •·. I_ L...=c; ________ J I [J i r=::-~-----1 7 [:J I I --~-I I n I I ---_J I L:J I ____ ..., l 1 1 ____ 1 10 L.. _________ J c===l L ___________ _J • • : :,:-:i:: _. ·.r ' I ..... i I I • 12-19-25 ,J).), U,-.(< "" +' -' 15" DATE INITIAL ..,,"e •O,;i,- 0 I-' CA l, \ \: DESIGNER OF WORK Ex iration Date:12/22/26 -- ) ~ • RT I I 'I ' ' ' --1 ' - FOR PLANTING LEGEND: I.ADJACENT HARDSCAPE/PAVING per PIAN 2.ROOT BARRIER. INSTALL per MANUFACTURER'S RECOMMENDATIONS3.TREE TRUNK4.ROOTBALL5.SUBGRADE per SOILS REPORT6.FINISH GRADE z :E: co ' " PIAN VIEW ROOT BARRIER REQUIRED z :E: z :E: WHEN TREE IS WITHIN 5' OF HARDSCAPE �' ------r' I ---/-<D �\\\\\ i ///-///////--/ r---©I \ .. / IL .. / \ \ // \ \ /; / /r-0 I\r'l // • � · · \\' J: ..... ..�;......_; "---..;-�-l : ;/ · -ts\ .-......... ... /� -11 I\•\ ��, .. -- ; / • \.V ,·, r r '," •'" ><::: ,_. ,---.. .•" .-. 'iCc, ',, ... . ,.·,• . 111311-IIEll-111-111-llb; ,• I/ , \ ;•. 1 .. 111�mmu1Mi11�mm111�1 11ll >/; / , ; 1 � . • < ��11lll111Mm�m111m111m1 ■• .... < .. -.............. -................ , .. -_ .................. < ........... < ....................... iS'i .............. • •• 7111111111111JU '111111 I lilllllll!ITT I 11 ill. ill Jjj ',111 .... • .. 11�� �1 11 lll�l li""i i1'-'i 11 1ffilllITTIIIITTIIIITTlil7Tllllli'lmll,l)llll,'ll�llllll,'1 11i'll lllilllllilll,'llll,'l111\Mi11illydllllill1-111 -Ill w-1111 Ill 111_m m=m ffi_ll 111 .. 111=1 11=111=11=111 Ill Ill I ll,ill, ;1 I 1, I ,i 11, I 111111J!111l!!1 , ,111, IP, I ,i I 1, I ,i I 1, I i1Jln�ill1111l111[T]mllT1 , ,m, .. ,mm I 1, Ir' I lmlllml SECTION / © ROOT BARRIER Scale: N.T.S. c, \rJRAWIN:'i FIL.ES\ TITLE SHEETS\_X.�>.x.ow:::; 7 /2::/2013 SECTION , / .. , / 2x ROOTBALL WIDTH l LEGEND: I.TREE STAKES (2 PER TREE)2.. TREE TRUNK 3.3" MIN. DEPTH MULCH4.. LODGE POLE PINE TREES STAKES TREATED W/ COPPER NAPTHANATE. 2" CUT OFF BELOW CANOPY. 5.RUBBER/VINYL CINCH TIE OR APPROVEDEQUAL NAILED TO STAKE .. LOCATE ATDEFLECTION POINT (4 PER TREE)6.TEMPORARY WATER BASIN BERM REMOVEPRIOR TO HYDROSEEDING OR SODDING 7.MULCH (3" MINIMUM DEPTH)8.FINISH GRADE9..ROOT BALL 10.18" x 6'-0" ROOT BARRIER INSTALL at ALLTREES PIANTED S' FROM WALLS,HARDSCAPE, ETC. MANUFACTURER BYCENTURY ROOT BARRIERS (800) 480-808411.AMENDED BACKFILL12.SUB-GRADE NOTES: A TOP OF STAKES SHALL NOT COME IN CONT ACT W/ BRANCHES .. B.REFER TO SPECIFICATIONS FOR MULCH,PLANT PIT AND AMENDMENTREQUIREMENTSC.ALL TREES PLANTED IN TURF SHALLRECEIVE PLASTIC ARBOR GUARDSD.ALL TRISTANIA CONFERTA TO BE CENTERSTAKED WITH (I) 20' LONG GALVANIZED METAL POLE NON-THREADED. PAINTED BIACK .. NO STAKING REQUIRED FOR MUL Tl-TRUNK TREES, STRELITZIA NICOIAI, DRACAENA DRACO, AND PALM TREES. @ TREE PLANTING (DBL. STAKING) Scale: N.T.S. NOTES: A.PIANT HOLE SHALL BE IARGER ifNECESSARY to PERMIT HANDLING andPIANTING without INJURY or BREAKAGE ofthe ROOT BALL and ROOT SYSTEMB. PIANT HOLE SIZE SHALL BE TWICE THECONTAINER DIAMETERC.PLANTwith NITROLIZED WOODSHAVINGS SECTION WIDTH @ SHRUB PLANTING LEGEND: I.. WATER BASIN FORMED BY 3" HIGH BERM 2.FINISH GRADE (ROOT BALL 1/2" ABOVEFINISH GRADE AFTER SETTLEMENT3.ROOTBALL4.BACKFILL MIX SHALL CONSIST OF 75%NATIVE SOIL, 2596 TYPE I SOILAMENDMENT Scale: N.T.S. I Rincon Homes 5315 Avenida encinas Suite 200 Carlsbad CA 92008 Waypoint. ANALYTICAL 0 4741 East Hunter Ave. Suite A Anaheim, CA 92807 Main 714-282-8777 ° Fax 714-282-8575 www.waypointanalytical.com Project : 2502 Jefferson Street -Carlsbad, CA Report No .. 25-269-0011 Purchase Order Half Sat % pH Sample Description -Sample ID Qual TEC Lime 1.ocation #1 13 7 .. 2 71 Low Location #2 15 7 .. 0 58 Low 1.ocation #3 " 7 .. 1 56 Low Saturation Extract Values Ca Mg Na K B i so, SAR I meqil meq/L rneq/L meq/L ppm I meq/L 3.1 1.99 8.11 0.19 0.64 45 5 .. 1 1.7 1.00 1 .. 57 0.15 0.41 0.41 1., � .. 0.90 0.65 1.07 0.10 0.44 0.42 2 .. 1 COMPREHENSIVE SOIL ANALYSIS Date Recd • 09/26/2025 Date Printed: 10/01/2025 Page . 1 of 1 ECe NO3·N I NH4-N __ ppm ppm PO4-Pppm K I I ppm Ca r MglCutznJ ppm ' ppm j_ppm _P_E..'!!__ Mn I Fe pp_m ... PPffl __ Organic[:] .. b N %drywt. a o. dS/m I1 1.28 0 .. 1 2 I0.35 0 .. 2 1 0.28 I 0 .. 1 Gravel% Coarse Fine 5 -12 2-5o., o., 0 0 .. 7 0 0 .. 6 1 5 0 .. 3 3 2 0 .. 1 1 2 0 .. 1 - Sufficiency Factors 118 1 .. 4 78 0 .. 8 39 0.4 .. _ ' ' ' I - 943 202 0 .. 9 i.5 846 172 0 .. 9 1.3 769 191 0 .. 8 i 1.5 1 .. 3 1 .. 6 1 .. 0 1.3 1 .. 0 1.4 Percent of Sample Passing 2 mm Screen ---------------· ---,. --Sand Very Coarse Coarse Med. to Very Fine 1 • 2 .. - 3.U -· 3.B 3 .. 2 0.5 • 1 0.05 • 0.5 .. _ - 19.0 54.8 18.6 50.4 .. 22.0 49.6 Silt .. 002-.05 r i 11.1 " 17.1 ,,., 2.8 12 19 0.711 19980 0 .. 9 1.7 0.6 7.2 11 ., I0.25 19981 2.5 1 .. 7 1.5 6.2 9 21 l 0.88 19982 2.2 1 .. 5 0.8 Clay USDA Soil Classifica1ion Lab No. 0-.002 12.0 Sandy Loam I 199807 i 10.0 Sandy Loam 19981 I ' I 14.0 Sandy Loam 19982 --� Sufficiency factor (1.0=suflicisnt for average crop) below eac:h nwrient v,c.lue. N factor based on 200 rrm r:onstil.rrt fe!Rd SAR= Sodium ,1dsorption rc1.tio. Hc1.lf Satura:ic-n "lo,,,approx field mcistum ccpacity. Nitrogen(N), Potessillrn(K).Cakium(Ca: Rt1d Magnesium(Mg) by sodium ch!oride extr,ir:tirm Phcsphmus(P) bf sodium bicarbonate extraction. Copper(Cu). Zinc(Zn), Manganese(Mn) & lrc-n(Fe) by DTPA extract on. Sat. e:<L 11cthod !or salinity (ECc as dS/m),Boron (B), Sultale(SO 4 ), Sodium{Na). Gravel fra:::tion expressed as percent by weigr,t of oven-dried sample passing a 12mm; ·1/2 inch) sieve. Particle siz.es in millimeters. Organic pGrcentage determine:J by Walkley.Black ar Less on Ignition.• LOW , SUFFICE\ T , HIGH AGRONOMIC SOILS REPORT UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ru .... LANDSCAPE ARCHITECTURE C;} 507 30th Street Newport Beach, CA 92663 @ 949 .. 675.9964 ® mjs-la .. com APPF�O VEO F(JR 1,9 RI GA Ti O!\J A;\/ 0 P LA 1\J Tl !1J G Of'JL Y, !11JCLiJO/t,JC PRECISF LOCA T/0('1 OF PLAf1JT1NGA19EA R[T __ _ EXP. ___ _ IATE '<EVIE',/ED BY, n,spc-cr□R DATO: CITY OF CARLSBAD PL.1,,r, �ING DIVISION I----+---+------------------1---1-- - ---1-----<�---1 I 23T I-------+-----+----1--------11------' LAND8CAPE IMPROVEMENT FLAKS FOR: REVI SION DFSCRIPTION -------<----+----+----< ,//-i-/-,'RS0/\1 STREET HOld[S 2502-2518 ,JEFFERSON ST C:ARI_S8AO, C/1 92008 PLANTING DETAILS -----1------1----+----+-----I =========-------;-,c========== .�FPROVED: � /4, ,.//, DATE il-,ITIALOTHER APPROVAL i----+----1 ::::P::::LA:::N:::N:_;1::::N=:G===::=;:;-;;:==!.,V==v====�====::::;I OWN BY: .. __£",D__"_ PROJECT NO. DATE il-,ITIAL CITY APPROVAL CHKIJ RY: NS CT2024-0004 DtV2024-0012 _r,Rc'_VYY_WLo_D _c3o_Y'.c.• -=='n='"�'====.J LF'C2 D2 5-om 'i DR A WING 1-,JO 552-6L - ' . 6 ' ' • ;<,·' ' I ' ' 3 ~ ' . 4.·.<l I ' . ' ' ' . a . 6 • I I • ' • '· • ,, I . . ,' 2 ., ' ' ~---<lb • ' ' • ' • ~ . I ' ,. ---1 ' • ' ' ' . ' ·, • • I a ' ' • ' ' ' \ I ., ·, • ' • I ' 1:.: d ·' • ~ ' ',' ' I •· • I ·a ,, ' ' • ' ' , 'k---1------- _J _J • " <( OJ f- 6 I I..'.) 0 w er: I X N - "' ' ,, ,. ,. - U"I . " .. , ' I, I I ____ _L_ _ _L~--------- DIAL TOLL FREE 1 -800 -422 -4133 AT LEAST TWO DAYS BEFORE YOU DIG -- I • - ---- ---- - I I I I I I I I I I I ;,::~E:~E ..; ."',>, 12-19-25 • 7 1'1; 0"~ 09;-+'"t" t=IDA~TE!_~tlNI_NITIT_liAA_L~l----------------+---,--,-1----J--J Op CAL\'<' • Expiration 0ate:12/22/26 DESIGN ER OF WORK 7 . --------- I . ' .. ·- - - I I - I I A.GENERAL NOTES I. BIDDING: IT SHALL BE THE OWNER'S RESPONSIBILITY IN INVITING AND OBTAINING BIDS, SETTING ITS PROVISIONS AND INSTRUCTIONS TO BIDDERS, SECURING THEIR BONDS AND WORKERS COMPENSATION INSURANCE CERTIFICATES, ETC. TO FULLY ENSURE THE QUALITY AND TIMELY COMPLETION OF THE PROJECT. 2.SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS,EQUIPMENT AND SERVICES NECESSARY TO FURNISH AND INSTALL ACOMPLETE ALL LANDSCAPING PER THE DRAWINGS AND SPECIFIEDWITHIN. 3.PLAN VERIFICATION: THESE DOCUMENTS MAY CONTAIN ERRORS,OMISSIONS, CONTRADICTIONS, ETC. THE CONTRACTOR SHALL REVIEWALL DOCUMENTS THOROUGHLY AND SHALL NOTIFY THE LANDSCAPEARCHITECT AND OWNER IMMEDIATELY UPON ANY SUCH DISCOVERY OFDISCREPANCY. GOVERNING CODES SHALL THEN APPLY. 4.LICENSE : THE CONTRACTOR SHALL BE A C-27 CALIFORNIA STATELICENSED LANDSCAPE CONTRACTOR. 5.ORDINANCES AND REGULATIONS: ALL LANDSCAPE PLANTING WITHINTHESE DRAWINGS AND SPECIFICATIONS SHALL CONFORM TO ALLAPPLICABLE GOVERNING CODES AND ORDINANCES (LOCAL, COUNTY &STATE). 6.PERMITS AND INSPECTIONS : THE CONTRACTOR SHALL OBTAIN,COORDINATE AND PAY FOR ALL PERMITS, FEES AND AGENCYINSPECTIONS AS REQUIRED. 7. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDSITE CONDITIONS BEFORE STARTING WORK. THE LANDSCAPEARCHITECT AND OWNER SHALL BE NOTIFIED IMMEDIATELY UPON ANYDISCOVERY OF DISCREPANCIES. IN THE EVENT THIS NOTIFICATION ISNOT PERFORMED, THE LANDSCAPE CONTRACTOR SHALL ASSUME FULLRESPONSIBILITY FOR ANY REVISIONS NECESSARY. 8.LIABLE FOR ENCROACHMENT: THE CONTRACTOR SHALL BE RESPONSIBLEFOR ANY ENCROACHMENT ONTO ADJACENT PROPERTY, RIGHT-OF-WAYS,EASEMENTS, SET-BACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONSEITHER MARKED OR UNMARKED. 9.METHODS OF CONSTRUCTION THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION METHODS, MEANS, SEQUENCES, PROCEDURES AND TECHNIQUES. THE LANDSCAPE ARCHITECTURAL FIRM IS NOT LIABLE FOR CONSTRUCTION METHODS. 10.SAFETY : THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING,MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS ANDPROGRAMS DURING CONSTRUCTION. I I. UTILITIES : THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES, ELECTRICAL CABLES, CONDUITS, AND IRRIGATION LINES PRIOR' TO ANY CONSTRUCTION, SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS. 12.INSURANCE : THE CONTRACTOR SHALL OBTAIN (AND KEEP IN FORCEDURING THE PERIOD OF THE CONTRACT) PUBLIC LIABILITY, WORKMAN'SCOMPENSATION AND PROPERTY DAMAGE INSURANCE, AS REQUIRED BYALL APPLICABLE CODES AND REGULATIONS. 13.LIABLE FOR DAMAGE : THE CONTRACTOR SHALL BE RESPONSIBLE FORANY DAMAGE CAUSED BY ITS OPERATIONS TO UTILITIES, EXISTINGPLANTING, CONSTRUCTION, PERSONS, PROPERTY, ETC. AND SHALLPROVIDE PROTECTIVE MEANS TO GUARD AGAINST DAMAGE. 14.COORDINATION: CONTRACTOR SHALL COORDINATE ALL LANDSCAPECONSTRUCTION WITH APPROPRIATE TRADES THROUGH THE OWNERBEFORE STARTING WORK. 15. PLANTING PLANS THE PLANTING PLANS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS DURING INSTALLATION TO AVOID CONFLICTS BETWEEN, EXISTING IRRIGATION, EXISTING PLANTING, ARCHITECTURAL FEATURES AND UTILITIES. 16.DIMENSIONS : ALL SCALE DIMENSIONS ARE APPROXIMATE. WRITTENDIMENSIONS ON DETAILS AND PLANS TAKE PRECEDENCE OVER SCALEDDIMENSIONS. 17.PLANTING NOTES : SEE GENERAL NOTES ON THE DRAWINGS FORADDITIONAL WORK REQUIRED, BUT NOT SPECIFICALLY MENTIONED INTHESE SPECIFICATIONS. ALL WORK CALLED FOR ON THE DRAWINGS BYNOTES SHALL BE FURNISHED AND INSTALLED WHETHER OR NOTSPECIFICALLY MENTIONED IN THE SPECIFICATIONS AND/OR DETAILS. 18.MATERIALS : ALL MATERIALS AND EQUIPMENT SPECIFIED IN THESEDRAWINGS SHALL BE NEW AND IN PERFECT CONDITION OR THE BESTGRADE OF THEIR RESPECTIVE KINDS WHERE INSTALLED AND SHALL BEINSTALLED IN ACCORDANCE WITH THE MANUFACTURER'SSPECIFICATIONS. 19.SUBSTITUTIONS : DESIGN, MATERIAL, EQUIPMENT AND PRODUCTSOTHER THAN THOSE DESCRIBED OR INDICATED ON DRAWINGS MAY BECONSIDERED FOR USE. WRITTEN APPROVAL FOR SUBSTITUTIONS SHALLBE OBTAINED FROM THE OWNER AND LANDSCAPE ARCHITECT. ALLSUBSTITUTIONS SHALL CONFORM TO LOCAL CODES AND ORDINANCES.ANY EQUIPMENT OR MATERIALS INSTALLED WITHOUT APPROVAL BY THEOWNER OR LANDSCAPE ARCHITECT MAY BE REJECTED AND REMOVED ATCONTRACTOR'S EXPENSE. C. \_:R A\\lldG FILES\T TC SHEE-s\:<><.xx.[,V,G 7/20/2019 20.NOTICE OF COMPLETION : THE COMPLETION OF THE CONTRACT SHALLBE ACCEPTED, AND NOTICE OF COMPLETION RECORDED ONLY WHENTHE ENTIRE CONTRACT IS COMPLETED TO THE SATISFACTION OF THEOWNER'S AUTHORIZED REPRESENTATIVE. 21.SITE MAINTENANCE : CONTRACTOR SHALL KEEP THE PROJECT SITECLEAN AND FREE FROM RUBBISH AND DEBRIS. ALL DEBRIS SHALL BEREMOVED FROM SITE PER LOCAL CODE AND ORDINANCES. 22.MAINTENANCE INSTRUCTIONS: AT THE COMPLETION OF THE PROJECT,THE CONTRACTOR SHALL INSTRUCT THE OWNER'S AUTHORIZEDREPRESENTATIVE ON HOW TO PROPERLY MAINTAIN AND CARE FORLANDSCAPE PLANTINGS. 23.GUARANTEE : THE ENTIRE LANDSCAPE INCLUDING ALL WORK DONEUNDER THIS CONTRACT, SHALL BE GUARANTEED AGAINST ALL DEFECTSAND FAULT OF MATERIAL AND WORKMANSHIP, AND SHALL BE IN PERFECTWORKING ORDER FOR 90 DAYS FROM DATE OF COMPLETION BY THECONTRACTOR WITHOUT EXPENSE TO THE OWNER. TREES SHALL BEGUARANTEED FOR ONE (I) YEAR. ALL MATERIALS USED SHALL CARRY AMANUFACTURER'S GUARANTEE OF MINIMUM ONE (1) YEAR. ANYSETTLING OF TREE/SHRUB WELLS WHICH MAY OCCUR DURING THE 90DAY PERIOD FINAL ACCEPTANCE SHALL BE REPAIRED TO THE OWNER'SSATISFACTION BY THE CONTRACTOR WITHOUT EXPENSE TO THEOWNER -INCLUDING THE COMPLETE RESTORATION OF ALL DAMAGEDPLANTING, PAVING OR OTHER IMPROVEMENTS OF ANY KIND. B.FIELD OBSERVATIONS I.REQUIRED FIELD OBSERVATION WORK : THESE PLANS WERE PREPAREDWITH THE UNDERSTANDING THAT THE OWNER OF SAID PLANS WILL USEMJS DESIGN GROUP TO PROVIDE 'FULL' CONTRACT SERVICES INCLUDINGFIELD OBSERVATION SERVICES DURING CONSTRUCTION. FAILURE TO USEMJS DESIGN GROUP TO PROVIDE AND COMPLETE THE FIELDOBSERVATION SERVICES SET FORTH HEREIN WILL SIGNIFICANTLYINCREASE THE MISINTERPRETATION OF THE INTENT OF THE DESIGN.ANY UNAUTHORIZED MODIFICATIONS THERETO, AND FAILURE TODETECT ERRORS AND OMISSIONS IN THE PLANS AND SPECIFICATIONSCAN BECOME COSTLY MISTAKES BUILT INTO THE PROJECT. THEREFORE,IN THE EVENT THAT PROFESSIONAL DESIGN ASSOCIATES IS OTHERWISEPRECLUDED FROM COMPLETING THE FIELD OBSERVATION SERVICES SETFORTH HEREIN, THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS ORCORPORATIONS WHO HAVE PURCHASED THESE PLANS WITH THEPROJECT), AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND MJSDESIGN GROUP AND THEIR CONSULTANTS FROM AND AGAINST ANY ANDALL CLAIMS. 2.FIELD OBSERVATION COORDINATION : THE FOLLOWING OBSERVATIONSSHALL BE INITIATED BY THE CONTRACTOR AND COORDINATEDTHROUGH THE OWNER QOB SUPERINTENDENT). THE CONTRACTORSHALL NOTIFY THE OWNER QOB SUPERINTENDENT) AND LANDSCAPEARCHITECT NOT LESS THAN FORTY-EIGHT (48) HOURS IN ADVANCE OFANY OBSERVATION. CONTINUED WORK WITHOUT OBSERVATION OFANY REQUIRED CHANGES OR MODIFICATIONS TO BE AT THECONTRACTOR'S EXPENSE. THE OWNER QOB SUPERINTENDENT) SHALLINFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE AND TIME OFTHE OBSERVATION FORTY-EIGHT (48) HOURS IN ADVANCE. 3.CLOSING OF NOT INSPECTED WORK : THE CONTRACTOR SHALL NOTALLOW NOR CAUSE ANY OF THE WORK TO BE COVERED OR ENCLOSEDUNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THECONSULTING ENGINEER OR AUTHORIZED REPRESENTATIVE AND/ORGOVERNMENTAL AUTHORITY HAVING JURISDICTION OVER THE WORK.SHOULD ANY OF THE WORK BE ENCLOSED OR COVERED BEFORE SUCHINSPECTION AND TEST, HE SHALL UNCOVER HIS WORK AT HIS OWNEXPENSE. AFTER IT HAS BEEN INSPECTED, TESTED AND APPROVED, THECONTRACTOR SHALL MAKE ALL REPAIRS NECESSARY TO THE OWNER'SSATISFACTION. 4.!OB SITE MEETINGS AND REQUIRED INSPECTIONSA.PRE-JOB MEETING ON SITE -PRIOR TO COMMENCEMENT OF WORKB.DURING SOIL PREPARATIONC.AT COMPLETION OF SOIL PREPARATIOND.COMPLETION OF WEED CONTROLE.PLANT MATERIAL INSPECTIONF.GRADING CHECK PRIOR TO GROUND COVERG.PROGRESS/ INSTALLATION INSPECTIONH.COMPLETION OF PLANTINGI. CITY/ COUNTY INSPECTION AS REQUIREDJ.30, 60, & 90-DAY MAINTENANCE INSPECTIONS 5.COMPLETION : WORK SHALL BE COMPLETED UPON FINAL APPROVAL BYOWNER AND LANDSCAPE ARCHITECT. A FINAL INSPECTION SHALL BEHELD UPON THE COMPLETION OF THE WORK PROVIDING THECONTRACTOR HAS COMPLETED THE INSTALLATION OF ALL PHASES OFTHE CONTRACT AND CONFORMED TO ALL REQUIREMENTS OF THESESPECIFICATIONS. C.MATERIAL NOTES I. GENERAL : THE FOLLOWING LIST COMPRISES THE PRINCIPLE MATERIALS BUT DOES NOT SET THE LIMITATION FOR MATERIALS REQUIRED. IT SHALL BE UP TO THE CONTRACTOR TO SHOW THAT AMPLE QUANTITIES OF THE REQUIRED MATERIALS WERE USED AND INSTALLED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. 2.SCOPE OF WORK: WORK SHALL CONSIST OF FURNISHING ALL MATERIALS,SERVICES AND EQUIPMENT NECESSARY TO COMPLETELY INSTALL ALLLANDSCAPE WORK AS INDICATED ON THE DRAWINGS AND HEREINSPECIFIED. 3.PLANT MATERIALS: ALL PLANTS SHALL BE HEALTHY, WELL ESTABLISHEDNURSERY STOCK, FREE FROM INSECTS AND THEIR EGGS AND DISEASES.PLANTS SHALL BE FURNISHED IN THE QUANTITIES REQUIRED TOCOMPLETE THE WORK AS INDICATED ON THE DRAWINGS AND SHALL BEOF THE SPECIES AND SIZES INDICATED ON THE PLANT LIST. ALL PLANTSSHALL BE INSPECTED AND APPROVED PRIOR TO PLANTING. 4.REJECTION OF PLANT MATERIAL : THE OWNER OR LANDSCAPEARCHITECT MAY REJECT ANY PLANT MATERIAL REGARDED AS UNSUITABLEAT ANY TIME AT NO ADDITIONAL COST TO THE OWNER. 5.HANDLING/STORAGE : ALL PLANTS SHALL BE HANDLED AND STORED SOTHEY ARE ADEQUATELY PROTECTED FROM DRYING OUT, SUN, WINDBURN, VANDALISM OR ANY OTHER INJURY. 6.TREE TAGGING : ALL SPECIMEN TREES CALLED OUT ON PLAN TO BETAGGED SHALL BE SELECTED BY LANDSCAPE ARCHITECT. 7.TREE STAKES AND GUYS : TREE STAKES SHALL BE LODGE POLE PINE ORCONSTRUCTION HEART REDWOOD. FURNISH AND INSTALL ASINDICATED ON DETAILS. 8.TREE TIES : SHALL BE FLEXIBLE NON-DETERIORATING SELF-FASTENINGBLACK VINYL TREE TIES OF THE SIZES REQUIRED TO PROPERLY SUPPORTTREES, "CINCH TIES" OR EQUAL. 9.ROOT BARRIERS : CONTRACTOR SHALL INSTALL APPROVED ROOTBARRIERS ON ALL TREES WITHIN FIVE (5) FEET OF HARDSCAPE,STRUCTURES, ETC. 10.SOD : SOD VARIETY SHALL BE PER PLANS. SOD SHALL BE SUPPLIED BYPACIFIC SOD OR APPROVED EQUAL, PURCHASED FROM A RECOGNIZEDTURF NURSERY, FIRST QUALITY, FRESH AND CLEAN. 11.AGRIFORM PLANTING TABLETS: SHALL BE 20-10-5 ANALYSIS PROLONGEDRELEASE NITROGEN. I PER I GALLON, 2 PER 5 GALLON, 4 PER 15 GALLON,AND 6 PER BOX FOR SPECIMENS LARGER THAN I 5 GALLON OR PERDRAWINGS. 12.COMMERCIAL FERTILIZER SHALL BEAR THE MANUFACTURER'SGUARANTEED STATEMENT OF ANALYSIS ND SHALL BE CONTROLLEDRELEASE TYPE FERTILIZER WITH THE FOLLOWING MINIMUMREQUIREMENTS:16% NITROGEN -7% PHOSPHORIC ACID -12% POTASH ( + IRON) 13.REDWOOD SHAVINGS : SHALL BE PURE REDWOOD SAWDUST ANDSHAVINGS OR NITROGEN FORTIFIED FIR RESULTING FROM MILLINGOPERATIONS AND SHALL NOT CONTAIN STICKS, BLOCKS OF WOOD, OROTHER FOREIGN MATTER. SOURCES OF SHAVINGS SHALL BE APPROVEDBY LANDSCAPE ARCHITECT. 14.SQI_L,_SULFUR: STANDARD COMMERCIAL BRAND, GUARANTEED ANALYSISOF 99% SULFUR (EXPRESSED AS ELEMENTAL) SUPPLIED IN UNOPENEDBAGS WITH ANALYSIS ATTACHED. 15.BONE MEAL: SHALL BE FINE GROUND, STEAMED, DRY MATERIAL WITH AMINIMUM ANALYSIS OF I% NITROGEN -30% PHOSPHORIC ACID -69.5°/oUNDILUTED BONE. 16.SAMPLES : SAMPLES OF REDWOOD SHAVINGS, STEER MANURE,FERTILIZER AND SEED SHALL BE SUBMITTED FOR APPROVAL AND SHALL BESTORED ON THE SITE UNTIL FURNISHING OF MATERIALS IS COMPLETED. 17.CERTIFICATES : CERTIFICATES FOR EACH DELIVERY OF BULK MATERIALSHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT BY THECONTRACTOR. CERTIFICATES SHALL STATE THE SOURCE, QUANTITYAND TYPE OF MATERIAL AND DATE AND ADDRESS OF THE LOCATIONS ITWAS DELIVERED TO. D.LANDSCAPE GRADING NOTES I. SITE PREPARATION : THE CONTRACTOR SHALL REMOVE ALL WEEDS, ROCKS, DEBRIS, AND OTHER EXTRANEOUS MATERIALS FROM THE JOB SITE PRIOR TO PROCEEDING WITH ANY WORK. 2.SOIL PREPARATION : ALL SOIL PREPARATION SHALL BE INSTALLED AS PERTHE SOIL AGRONOMY REPORT TO BE PROVIDED AND PAID FOR BY THEOWNER. SOILS REPORT SHALL CONTAIN FULL SOIL AMENDMENTRECOMMENDATIONS. THE REPORT SHALL BE IMMEDIATELY FORWARDEDTO THE LANDSCAPE ARCHITECT UPON COMPLETION. 3.SOIL AMENDMENTS : THE SOIL AMENDMENTS SPECIFIED ARE FORBIDDING PURPOSES ONLY. THE OWNER SHALL PROVIDE FOR A SOILSAGRONOMY REPORT FROM AN APPROVED SOILS LABORATORY AND/ORANY ADDITIONAL SPECIFICATION PROVIDED BY THE LANDSCAPEARCHITECT PRIOR TO INSTALLATION OF PLANT MATERIALS. 4.CULTIVATION DEPTH: ALL LANDSCAPE AREAS SHALL BE CULTIVATED TOA DEPTH OF 6". 5.AMENDMENT MIX: INCORPORATE THE FOLLOWING SOIL AMENDMENTS,OR PER SOILS REPORT, IN THE UPPER 6" OF ALL TILLING OR DISKING UNTILALL POCKETS AND LAYERS OF SOIL AND SOIL CONDITIONERS AREELIMINATED. REDWOOD SHAVINGS COMMERCIAL FERTILIZER GYPSUM 6 YARDS PER I 000 SQ. FT. 20 LBS. PER I 000 SQ. FT. 100 LBS. PER 1000 SQ. FT. 6.FINISH GRADE : FINISH GRADES SHALL BE THOSE INDICATED ON THEDRAWINGS OR AS MAY BE CONTROLLED BY EXISTING INSTALLATIONS.GRADES NOT OTHERWISE INDICATED SHALL BE UNIFORM. STRAIGHTLEVELS BETWEEN POINTS WHERE ELEVATIONS ARE DETERMINED. FINISHGRADES SHALL BE SMOOTH AND EVEN OF A UNIFORM PLANE WITH ANABRUPT CHANGES IN THE SURFACE. MINOR MODELING OF THE GROUNDSURFACE MAY BE REQUIRED. GRADES SHALL PROVIDE FOR THE NATURALRUN-OFF OF WATER WITHOUT LOW SPOTS OR POCKETS. FLOW LINESSHALL BE SET BY INSTRUMENT AND SHALL BE THE MAXIMUM GRADIENTPOSSIBLE. 7.DRAINAGE : THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVEDRAINAGE IN ALL PLANTING AREAS IN ACCORDANCE WITH THE PLANS,DETAILS AND SPECIFICATIONS OR AS SPECIFIED BY THE OWNER. 8.FINISH GRADE AT TURF AREAS: FINISH GRADE OF ALL TURF AREAS SHALLBE ONE INCH BELOW THE GRADE OF ADJACENT WALKS, PAVEMENTS,CURBS, ETC. 9.FINISH GRADE AT SHRUB AREAS: FINISH GRADE OF ALL SHRUBBERY ANDGROUND COVER AREAS SHALL BE TWO INCHES BELOW THE GRADE OFADJACENT WALKS, PAVEMENTS, CURBS, ETC., EXCEPT WHERE WATERFLOWS ACROSS SAME. - 1 r -t ,' / 1_ ' ' : ,, / / t ) i :' / .. ,-. ' ,·-, ): , , ,,·,11 C�/ . .._/,. Z,iL)i ,/ i .•\/ 1 :s.i: id. i' Dl��iAL-�RT LANDSCAPE •�·- - ,. ...... "../ rn. 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PLANT DEPTH: PLANT ALL PLANTS AT THEIR NATURAL GROWING DEPTH PER DETAIL, IN THE LOCATIONS SHOWN ON THE DRAWINGS. 2.EXCAVATED PITS : EXCAVATE PITS WITH SQUARE AND VERTICAL SIDES, 2TIMES THE DIAMETER, AND 12" GREATER IN DEPTH THAN THE SIZE OF THEPLANT CONTAINER. 3.BACKFILL MIXTURE : BACKFILL TO BOTTOM OF ROOT BALL WITHPREPARED BACKFILL MIXTURE, TAP FIRMLY, SET PLANT IN CENTER OF PITIN A VERTICAL POSITION, CROWN LEVEL WITH FINISH GRADE. BACKFILLBALANCE OF PIT WITH THE FOLLOWING PREPARED MIXTURE OR PERSOILS REPORT: 10 PARTS TOP SOIL 5 PARTS REDWOOD SHAVINGS 1/4 LB. BONE MEAL AGRIFORM PLANT TABLETS: I PER I GALLON, 2 PER 5 GALLON, 4 PER 15 GALLON, 6 PER BOX FOR SPECIMENS LARGER THAN 15 GALLON. 4.TREE LOCATIONS : TREE LOCATIONS TAKE PRECEDENCE OVERIRRIGATION LINES, CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS ASNECESSARY. 5.WATER BASIN : CONSTRUCT A SIX INCH DEEP WATER BASIN, MULCHWITH A TWO INCH LAYER OF REDWOOD SHAVINGS, AND WATERTHOROUGHLY, BACKFILLING WITH ADDITIONAL MIX WHERE VOIDSAPPEAR. 6.TREE STAKES : ALL NURSERY STAKES SHALL BE REMOVED AND ALL TREESSHALL BE INSTALLED WITH LODGE POLE STAKES DRIVEN 3 FEET INTO THEGROUND. TREE STAKES SHALL NOT PIERCE THE ROOTBALL AND NOTINJURE TREE ROOTS. SEE TREE PLANTING DETAILS. 7.TREE TIES : TREE TIES SHALL BE FASTENED TO THE TREE AND STAKE BYLOOPING THE TIES IN FIGURE S'S WITH THE INSIDE OF THE TREE TRUNK.FASTEN TIE TO THE STAKE WITH ONE GALVANIZED ROOFING NAIL. 8.DEFECTS : ALL DEFECTS IN TREE AND SHRUB PLANTING SHALL BECORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN ATTHE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. C:\1Jk11\Vll�C f-"l'J::S\rI ·L:: SHE::TS\XXXx,[,\�C 7/20/2010 F.SLOPE PLANTING NOTES I. GENERAL : THE OWNER SHALL HAVE A SOIL ANALYSIS MADE AFTER COMPLETION OF THE ROUGH GRADING. THE CONTRACTOR SHALL INCORPORATE ALL SOIL AMENDMENTS AND FERTILIZERS PRESCRIBED PER SOIL AGRONOMY REPORT. THE SOIL PREPARATION SPECIFIED BELOW SHALL BE ADJUSTED ACCORDINGLY TO THE ANALYSIS. 2.SLOPE TEXTURING (CUT SLOPES) THESE SURFACES SHALL BE ROUGHENEDIN A HORIZONTAL DIRECTION FOLLOWING THE CONTOUR OF THESLOPE. THE ROUGHENED TEXTURE SHALL BE MADE BY HAND RAKING ORSIMILAR MECHANICAL MEANS. 3.SLOPE TEXTURING (FILL SLOPES) THESE SURFACES SHALL BE COMPACTEDAND FINISHED AND ALSO ROUGHENED IN A HORIZONTAL DIRECTION FOLLOWING THE CONTOUR OF THE SLOPES. THE ROUGHENED TEXTURE SHALL BE MADE BY HAND RAKING OR SIMILAR MECHANICAL MEANS. 4.WEED ERADICATION PROCEDURES:A MANUALLY REMOVE ALL EXISTING VEGETATION AND DISPOSE OF ITOFF-SITE IN A SUITABLE AND LAWFUL MANNER. B.FERTILIZE ALL PLANTING AREAS WITH FERTILIZER BASED ON SOIL LAB'SRECOMMENDATIONS. (SEE PLANTING DETAIL SHEET). ADD ANY ANDALL SOIL AMENDMENTS AS REQUIRED, PER THE SOIL ANALYSIS. BEGINWATERING PROCESS TO ACTIVATE FERTILIZER AND ADDITIVECHEMICALS.C.WATER ALL PLANTING AREAS THOROUGHLY AND CONTINUOUSLY FORA PERIOD OF TWO (2) CONSECUTIVE WEEKS. THE LANDSCAPEARCHITECT SHALL APPROVE SPECIFIC WATERING DURATION ANDFREQUENCY PROGRAM DESIGNED TO GERMINATE ALL RESIDUAL WEEDSEEDS.D.DISCONTINUE WATERING PROCESS FOR TWO (2) DAYS, THEN APPLY'ROUND-UP' TO THE SLOPES PER THE PEST CONTROL ADVISOR'SRECOMMENDATIONS. NO WATER SHALL BE APPLIED FOR A MINIMUM OFFOUR (4) DAYS FOLLOWING APPLICATION OF CONTACT WEED KILLER.E.ALLOW SUFFICIENT PERIOD OF TIME TO ENSURE THAT ALL WEEDS AREDEAD. REPEAT THE ABOVE PROCEDURE AS MANY TIMES AS NECESSARYTO ACHIEVE A WEED-FREE CONDITION.F.CLEAR ALL DESICCATED WEEDS FROM THE SLOPES TO THE FINISHEDGRADE. 5.WATERING WATER ALL PLANTING AREAS THOROUGHLY AND CONTINUOUSLY FOR THREE (3) CONSECUTIVE DAYS TO SATURATE UPPER LAYERS OF SOIL PRIOR TO PLANTING. 6.PLANTING : PLANT TREES AND SHRUBS AS CALLED FOR WHEREINDICATED ON PLANTING PLAN AND AS DETAILED ON PLANTING DETAILSHEET. SUBSTITUTIONS OF PLANTS WILL NOT BE ACCEPTED UNLESSAPPROVED BY LANDSCAPE ARCHITECT. INSTALL AGRI-FORM PLANTINGTABLETS AS CALLED FOR IN LEGEND. PLANT ALL CONTAINER GROWNPLANTS IN PLANTING PITS TWO (2) TIMES WIDER AND TWO (2) TIMESDEEPER THAN THE CONTAINER. THOROUGHLY MIX THE SPECIFIEDMATERIALS FOUND IN THE SOIL ANALYSIS REPORT AND THOSE SPECIFIEDON THE PLANTING DETAIL SHEET, WITH THE SITE SOIL, PRIOR TOBACKFILLING OF PLANTING PITS. 7.DEFECTS : ALL DEFECTS IN SLOPE PLANTING SHALL BE CORRECTEDTHROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THECONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. G.MAINTENANCE NOTES I. MAINTENANCE PERIOD : THE MAINTENANCE PERIOD SHALL BE FOR 90 CALENDAR DAYS BEGINNING ON THE DAY OF THE CHECK INSPECTION AFTER ALL WORK HAS BEEN INSTALLED AND APPROVED BY THE LANDSCAPE ARCHITECT. THE MAINTENANCE PERIOD MAY BE EXTENDED TO INCLUDE ANY ADDITIONAL TIME THAT MAY BE REQUIRED TO MEET THE REQUIREMENTS OF THE WORK SPECIFIED. 2.GENERAL : THE GENERAL CARE AND MAINTENANCE OF ALL AREAS SHALLCONSIST OF PROPER WATERING, FERTILIZATION, WEEDING, RODENTCONTROL, CLEANUP, ETC. 3.SAFETY : ALL PLANT MATERIALS SHALL BE CHECKED AND MAINTAINED ASREQUIRED IN AN ONGOING PROGRAM TO ASSURE A SAFE ENVIRONMENT. 4. WATERING : WATER ALL PLANTINGS TO ASSURE COMPLETEGERMINATION OF ALL SEEDED AREAS AND CONTINUED GROWTH OF THEPLANTS. AREAS THAT DO NOT HAVE ADEQUATE IRRIGATION COVERAGE OR WHICH MAY REQUIRE ADDITIONAL DEEP WATERING SHALL BE WATERED BY HAND AS REQUIRED. 5.IRRIGATION COVERAGE : ADJUST ALL IRRIGATION HEADS IN EACH AREAAND ZONE OF EXPOSURE SO THAT THE OPTIMUM AMOUNT OF WATER ISAPPLIED AT THE PROPER TIMES WITHOUT OVERTHROW ONTO WALLS,WALKS, ETC. 6.CULTIVATING AND WEEDING : CULTIVATE AND WEED ALL PLANTEDAREAS AT REGULAR INTERVALS NOT TO EXCEED 15 DAYS. EXERCISE CAREWHEN CULTIVATING TO AVOID DAMAGE TO ROOTS OF THE GROWINGPLANTS. 7.CHEMICAL HERBICIDES : A CERTIFIED TECHNICIAN SHALL APPLYCHEMICAL HERBICIDES TO CONTROL WEEDS AT THE OPTION OF THECONTRACTOR AND UPON PRIOR APPROVAL BY THE LANDSCAPEARCHITECT. 8.PEST AND DISEASE CONTROL : A CERTIFIED TECHNICIAN SHALL SPRAY ASNECESSARY TO CONTROL ALL INFESTATIONS. 9.RODENT CONTROL : THE CONTRACTOR SHALL TAKE THE NECESSARYSTEPS TO ELIMINATE ANY RODENTS ENCOUNTERED ON SITE. 10.PRUNING : ALL PRUNING SHALL BE IN ACCORDANCE WITH ARBORSGUIDELINES. DAMAGED, DEAD OR DRYING BRANCHES SHALL BEREMOVED BACK TO A POINT OF GROWTH. 11.PLANT REPLACEMENTS : DURING THE MAINTENANCE PERIOD, SHOULDANY PLANT SHOW WEAKNESS AND PROBABILITY OF DYING, IT SHALL BEREPLACED BY THE CONTRACTOR WITHIN 5 DAYS OF NOTIFICATION TODO SO. AT THE END OF THE MAINTENANCE PERIOD, ALL PLANTMATERIAL SHALL BE IN A HEALTHY, GROWING CONDITION. 12.TURF AREAS : AT THE END OF EACH THIRTY DAY PERIOD OFMAINTENANCE, THE CONTRACTOR SHALL DO THE FOLLOWING.OVER-SEED ALL SPOTS OR AREAS WHERE NORMAL SOD ESTABLISHMENT ISNOT EVIDENT. REMOVE ALL ROCKS OR OTHER DEBRIS THAT CONSTITUTEA HINDRANCE TO MOWING. FILL ALL DEPRESSIONS AND ERODEDCHANNELS WITH SUFFICIENT TOP SOIL TO RAISE TO PROPER GRADE,COMPACT LIGHTLY AND RE-SOD THE FILLED AREAS. 13.TURF WEED CONTROL : TURF AREAS SHALL BE TREATED WITH ABROADLEAF WEED KILLER APPLIED PER MANUFACTURER'SRECOMMENDATIONS. 14.TURF FERTILIZER : FERTILIZE ALL TURF AREAS WITH COMMERCIALFERTILIZER, 16-6-8 MINIMUM ANALYSIS, AT THE RATE OF TEN (10) POUNDSPER I 000 SQ. FT. OF AREA. 15.MOWING : MOW ALL TURF AREAS BEFORE THEY REACH A HEIGHT OFTHREE INCHES WITH MOWER SET AT TWO INCHES. MAINTAIN ALL TURFAREAS AT A TWO INCH HEIGHT THROUGHOUT THE MAINTENANCEPERIOD. 16.RE-HYDROSEEDING : THE CONTRACTOR SHALL RE-HYDROSEED ALLHYDROSEEDED AREAS ERODED OR NON-GERMINATING AT THE END OFEACH THIRTY DAYS. 17.CLEAN UP : DURING THE COURSE OF THE MAINTENANCE WORK, THECONTRACTOR SHALL REMOVE SURPLUS MATERIALS AND DEBRIS FROMTHE SITE AND SHALL MAINTAIN THE PREMISES IN A NEAT AND CLEANCONDITION AT ALL TIMES. 18.FINAL INSPECTION : WILL BE HELD AT THE END OF THE 90-DAYMAINTENANCE PERIOD. H.POST INSTALLATION MAINTENANCE GUIDELINES A SCHEDULE FOR ONGOING MAINTENANCE SHALL BE PREPARED AND SHOWN ON THE PLANTING PLAN USING THE FOLLOWING GUIDELINES. I. ANY ALTERATIONS TO THE LANDSCAPE MUST BE APPROVED BY THE DIRECTOR OF PLANNING AND COMMUNITY DEVELOPMENT. 2.CONTROL ALL HARMFUL DISEASES AND PESTS. ALL CHEMICALAPPLICATIONS MUST BE PER STATE LICENSED ADVISORS ANDAPPLICATIONS. 3. PRUNING SHALL BE DONE TO KEEP PLANTS WITHIN SPECIAL LIMITATIONS,REMOVAL OF DEADWOOD, CROSS-BRANCHING, ETC., PER INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS (ISA). PLANTS SHALL NEVER BE SHEARED UNLESS SPECIFIED ON THE APPROVED PLAN. TREES ARE TO BE ALLOWED TO GROW TO THE DESIGNED SIZE TO PROVIDE MAXIMUM SHADING OF PAVED AREAS. 4.WATER SHALL BE APPLIED FOR OPTIMUM PLANT GROWTH WITH MINIMALRUNOFF OR OVERSPRAY. 5.ADJUST CONTROLLERS PER CURRENT CALIFORNIA IRRIGATIONMANAGEMENT INFORMATION SYSTEM (CIMIS) DATE (805) 664-4921. 6.ALWAYS REPLACE HEADS WITH SAME KIND OR MATCHING PRECIPITATIONRATE. 7.BACKFLOW DEVICE SHALL BE TESTED AND CERTIFIED ANNUALLY BY THELOCAL HEAL TH DIVISION. 8.INSPECT TREE SUPPORTS FREQUENTLY AND REMOVE AS SOON AS PLANTSWILL STAND WITHOUT SUPPORT AND WILL BE ABLE TO RESIST WINDDAMAGE. NEVER ALLOW SUPPORT MATERIALS TO GIRDLE TRUNK OFBRANCHES. 9.LANDSCAPE IRRIGATION SHALL BE SCHEDULED DURING THE NIGHT OREARLY MORNING HOURS. 10.A REGULAR MAINTENANCE SCHEDULE SHALL INCLUDE CHECKING,ADJUSTING, AND REPAIRING THE IRRIGATION EQUIPMENT; AERATINGAND DETACHING TURF AREAS; REPLENISHING MULCH; FERTILIZATION;PRUNING, WEEDING, AND REMOVING LITTER IN ALL LANDSCAPED AREAS. T.IA. DIAL TOLL FREE 1-800-422-4133 AT LE/,ST T\lv'O Dl\YSBEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA LANDSCAPE ARCHITECTURE (:) 507 30th Street Newport Beach, CA 92663 @ 949.675.9964 ® mjs-la.com ; I' L 11,\I I r,. 'I·' l·c, \/ - ' l ,' /�- / \ __ . !._ ,' ' /··( L i . ./ . I n r-7 /"1 ·1 ) -�-·· IJ; -)< .. ) • 1l.J __ \, _,If..._ P'.._i\l·��J I\::� DI\/ SI-J\J L./\Ni)SC.1\µ[� 1\1l _l l\OVl:_:Ml:t� J' �JL;\i\� !"01-?.: JEFFERSON STREET µ0/,J[S [,, j ... 11' 2502-2518' J[.C-F�RSOt'v' ST CAR!__SBAO, CA 92008 PLANTING SPECIFICATIONS ;:_:,)�::_� [\j '.J CT2C24-0004 DEl/2024-00"/2 LPC2C25-001 S 5.52-6L RT ' ----- IH \/Ir Vi- C ~ _;~1\1\lf\J'.'~ I 1";1\J • f: _ fIS .. 1 .. \ I . I' ' \ i\' J ' IXIJ ___ _ I I ' \ t. I \)