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DWG 531-3L; CDP 2019-0015; 2465 JEFFERSON STREET; 01-14
NOTE: A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY DRAWING INDEX: SHEET TITLE 11n.E SHEET CONSTRUCTION LEGEND CONS1RUC110N PLAN CONS1RUC110N DETAILS /RR/GA TION LEGEND IRRIGATION NOTES /RR/GA TION PLANS /RR/GA TION DETAILS PLANTING LEGEND & NOTES PLANTING PLANS PLANTING DETAILS C, \DRAMNO F1U:S\TillE SIIEIITS\)OOOU)"" J/1/2016 APPROXIMATE SITE LOCATION SHEET NUMBER 1 2 J 4-5 6 7 8 9-11 12 13 14 (2465 JEFFERSON VICINITY MAP CITY OF OCEANSIDE � 1_�:Ji:bM CITY OF VISTA \\\ �� Ro \\\ -----,---'f•� \ ·?<10PAQFlC \ n�� OCEAN l \\, CITY OF ENClNITA.S DI ST, CARLSBAD, LOCATION lv1AP RT DIAL TOLL FREE 1 -800-422 -4133 AT LEAST n�o DAYS BEFORE YOU DlG 92008) DECLARATION OF RESPONSIBLE CHARGE: I H£Rlt8Y DECLARE 71-IA T I AM 71-IE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT IHA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED INSEC110N 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN ISCONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICA110NS BY THECITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINEDTO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS TH£ LICENSED DESIGNER OF WORK, OF MY Rl2SPONSIBIL/11ES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SU85TAN71AL CONFORMANCE WITH THE APPROVEDLAMDSCAP[ CONCEPT PLAN, WA TfR CONSERVA 710N PLAN, FIR£ PROTEC710N PLAN, AND ALLCONDITIONS OF APPROVAL RELATED TO LANDSCAPING. BY: --J"" ?-- PHONE NO: (...2.ilL)370-1080 DATE: 9,,•tl,·]1/ REG!STRA TION NO: 6290 EXP/RA 110N DA TE: ....:O:.c..7 /,..;3=-z0:,_/=.;2 0::.::2:.=.3 ___ _ WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAM/UAR WITH THE REQUIREMENTS FOR LANDSCAPE AND /RR/GA 710N PLANS CONTAINED IN THE CITY OFCARLSBAD'S LANDSCAPE MANUAL & WA JER EFFICIENT LANDSCAPE REGULATIONS. I HA VE: PREPARED THIS PLAN IN CCIMPUI\NCE Wl1H THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT TH£ PLAN IMPLEMENTS THOSEREGULATIONS TO PR� £F�ENT USE OF WAJER. BY: �'---- SIGN£D UNDER PENAL TY OF PERJURY PHONE NO: ( 619) �37-0_-�,o�B�o_____ DATE: °I.JZ."l/ REG(STRA TION NO: 6290 EXP/RATION DA TE: --'0-'-7,_/3c...c0�/.=20�2�3 ____ BACKFLOY{ PREVENTER TESTING: ALL BACKFLOW PREVENJERS SHALL BE TESTED BY A CERTIFIED TESJER AND RESULTS MUST BE GIVEN TO TH£ CITYAND THE WATER DISTRICT. CALL (760) 438-2722 TO OBTAIN APPROVED CONTRACT BACKFLOW TESJERS. PIPE BETWEENTHE METER AND BACKFLOW PR£VENT£R SHALL 8£ "SCHEDULE K HARD COPPER.• lr,-JSPECTION PROCEDURES: INSPECTION PROCF:.DURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY TH£ LANDSCAPE ARCHITECT OFWORK, OR HIS DESIGNA JED AGENT. REFER TO THE SPEC/FICA TIONS FOR 1H£ SCHEDULE OF R£QU/R£D INSPECTIONS ANDR£QUIR£D SUBMITTAL$. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHIT£CT OF THE WORK WILLCERTIFY THAT TH£ INSTALLA T!ON HAS BEEN COMPLEJED BY SUBMITTING THE "CERT/FICA TION OF COMPLETION" FORM. AREQUEST rOR A FINAL LANDSCAPE INSPECTION BY T/-1£ CITY MUST ALSO 8£ MADE BY CALLING TH£ INSPECTION R£QU£ST LIN£."FIN,')/, LANDSCAPE CERVFICATIQN FORM" E-MAIL TO; BPOOUGMOREDES/GNSTUDJO.CQM/..ANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 436-7327. PRIOR TO BEGINNING LANDSCAPE WORK: THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE DESIGNEROF WOl?K SHALL REVIEW 1H£ PROJ£CT U1JL/TY LOCATIONS AND REVIS£ PLANS ACCORDINGLY TO FULLY SCREEN ALLUT/UT/ES FROM VIEW AND PROJECT ALL UTILITIES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROWTH ANDROOTS.APPROVED FOR lt?RIGA TIO!\/ A{\1D PLANTf.t\/G Oi\iL Y, !NCLUD!l\JG ,0REC!SE LOCA T!Ol\l OF PLAl\lT/NG AREA. 11 AS BU=L T 1' RCE __ _ EXP, ___ _ RC:V'.El✓EJ BY, D�TE INSPECTOR DATE l-----+----+--1------------'--+---+------+------I m CITY Pl?NENG cfl��o¼SBAD � t--------t----t-------------------t---r--·��-- -·�--.,~--·--... -·---+----+-� LANDSCAPE IMPROVEMENT PLANS FOR:t------+--+---------------- __ .. ,,,., "'"""' .. G,\ TE INITIAL ''" ........ ______ '<:::VISION DESCRIPTION DATE INITIAL OAT:� INl'1 IAl. OTIIER APP,01/AL CITY APPROVAL 2465 JEFFERSON STREET CQ1£RSHEET UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA O'cS GNER OF 'I/ORI( r:x )iftiiisin Dniti: 7· .30 202 CONSTRUCTION MATERIALS LEGEND INERT GROUNDCOVERS SYMBOL � ' C ,, < •; ,, ,'.C ' ";, ' ·: � ., ,-; ,, =' :' ,, ,;r" •' ,., <! ,, ,. " '• ,, I' ;, 7 j :I -; -,, :;<� '''' -�e·, . ' .. ,, .-, .. .. + + + + -+ + + .. + + + + I I· ➔• DESCRIPTION EXISTING CONCRETE PAVING CONCRETE PAVING INTERLOCKING PAVERS FLAGSTONE PAVING CRUSHED ROCK DECOMPOSED GRANITE ARTIFICIAL TURF STEEL HEADER BOULDERS CONSTRUCTION KEY: EXPANSION JOINT PA SAWCUT JOINT ALIGNMENT SYMBOL DETAIL PLANTING AREA A. / B1 .,, -DETAIL MANUFACTURER/MODEL NATURAL GRAY CONCRETE BELGARD/ AQUA ROC KRC ROCK KRC ROCK KRC ROCK EASY-TURF/ ULTIMATE NATURAL KRC ROCK COLOR/ FINISHES/ REMARKS EXISTING CONCRETE TO REMAIN NATURAL GRAY CONCRETE "SRI VICTORIAN BLEND"/ 80MM / 4.5" X 9" /REFER TO PLAN FOR PATTERN/ INSTALL PER MANUFACTURERS RECOMMENDATIONS/ AVAILABLE AT THOMPSON BUILDING MATERIALS "FOSSIL CREEK"/ RANDOM FLAGSTONE/ SELECT REGULAR/ OR APPROVED EQUAL "COYOTE GOLD"/ 1" ROCK/ 3" DEPTH/ OR APPROVED EQUAL "DESERT GOLD"/ 3" DEPTH/ NON STABALIZED / OR APPROVED EQUAL INSTALL PER MANUFACTURER RECOMMENDATIONS APACHE BROWN/ 2'X2'X2', 2'3'X2' & 3'X3'X3', SURFACE SELECT/ CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT PRIOR TO PLACING BOULDERS IN LANDSCAPE MANUFACTURERS: BELGARD: (844) 495"8210 EASY TURF: (866) 327-9887 HANDY METAL MART: (619) 474-3379 KRC ROCK INC: (760) 744-1036 CALLOUT L-117 SHEET NUMBER ct.-- -CENTERLINE r PERPENDICULAR ALN ALIGN EQ EQUAL DISTANCE SYMBOL BOULDER CHART NOTES: A B C APACHE BROWN -3'X3'X3' APACHE BROWN -2'X2'X2' APACHE BROWN -3'X3'X3' 1.ALL CONCRETE AREAS ARE IMPERVIOUS, AND SHALL DRAIN INTO LANDSCAPED AREAS. 2.ALL PLANTING AREAS SHALL BE GRADED AT 2% AWAY FROM STRUCTURES AND TERMINATE IN AN APPROVED DRAINAGE SYSTEM. 3.AREAS LESS THAN TEN (10) FEET IN WIDTH IN ANY DIRECTION SHALL BE IRRIGATED WITH SUBSURFACE IRRIGATION OR OTHER MEANS THAT PRODUCES NO RUNOFF OR OVERSPRAY C:\DRA_, Fll.ES\TiltE SHEtlS\)OOOlDWO 3/1/2018 DETAIL A/B F D/E D/E D/E A E B SHEET 4 4 4 4 4 5 4 5 GENERAL NOTES 1.ALL LANDSCAPE AND IRRIGATION SHALL CONFORM TO THE CITY OF CARLSBAD LANDSCAPE MAN LAL AND ALL OTHER APPLICABLE CITY AND REGIONAL STANDARDS FOR LANDSCAPE INSTALLATION. 2.EXCEPT AS OTHERWISE INDICATED, THE CONTRACTOR SHALL COMPLY WITH THE LATEST ADOFTED EDITION OF THE STANDARD.SPECIFICATIONS FOR PUBLICATIONS FO� PUBLIC WORKS CONSTRUCTION (SSPWC) TOGETHER WITH THE LATEST ADOFTED EDITIONS OF THE REGIONAL AND CITY OF SAN DIEGO SUPPLEMENT AMENDMENTS 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF All UNDERGROUND UTILITIES. 4.THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE FOR CONCRETE FLATWORK. ALL FLAT WORK SHALL DRAIN AWAY FROM STRUCTURES AT A MINIMUM OF ONE HALF PERCENT (.5%). 4.THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE WITHIN LANDSCAPE AREAS. LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE (2% GRADE IN PLANTING AREAS)AWAY FROM ALL STRUClURES AND TERMINATING IN AN APPROVED DRAINl\GE SYSTEM. 5.ALL DIMENSIONS ARE TO THE FACE OF CURB AND FACE OF WALL UNLESS INDICATED OTHERWISE. 6.EXPANSION JOINTS WITH SEALANT SHALL BE INSTALLED WHERE PAVING ABUTS WALLS, COLUMNS. CURBS, STAIRS OR RAMf'.>S AND WHERE SHOWN ON THE DRAWINGS. 7.FINISH GRADE SHALL BE THREE INCHES (3") BELOVV CONCRETE FLAT WORK FOR BARK MULCH AREAS AND FOUR INCHES (4") BELOW CONCRETE FLAT WORK FOR DECOMPOSED GRl\NITE AND ROCK MULCH AREAS DECOMPOSED GRANITE SURFACE SHALL EE FLUSH WITH ADJACENT SURFACE TO MINIMIZE TRIPPING HAZARD. FINISH GRADE OF UNIMPROVED DIRTAREAS SHALL BE A MINIMUM OF ONE (1") INCH BELDW CONCRETE IMPROVEMENT. 8.ALL UTILITIES SH.ALL BE SCREENED. MAINTENANCE NOTE 1.ALL LANDSCAPE SHALL BE MAINTAINED BY THE OWNER. FENCING NOTE 1.ALL EXISTING WALLS, GATES OR FENCING ACROSS THE SIDE YARD SETBACK AREAS SHALL BE IJIODIFIED OR REPLACED TO HAVE A MINIMUM 50 PERCENT OPEN DESIGN WH CH WILL PRESERVE AND ENHANCE VIEWS FROM THE PUBLIC STREET TOWARD fHE OCEAN IN THOSE LOCATIONS. THE DESIGN SHALL BE SHOWN ON THE BUILDING PLANS. LANDSCAPING SHALL ALSO BE APPROPRIATE HEIGHT TO MAINTAIN VISIBILITY ALONG THESlDE YARDS. INSTALLATION OF THE APPROVED FENCI\JG SHALL BE REQUIRED PRIOR TO FINAL INSPECTION/OCCUPANCY. i /1\ APPF?OVEO rOR IF�RlGA T/0,.\1 A1\/0 PLANTINGOf\JL Y, INCLlJDiNG Pl�ECISE LOCA TIO/\! Or ,0LA/\J Tll✓G AREA. // AS BUIL T 11 RCE __ _ ::xp, __ _ DATE REV!EwED BY, INSP'::CTOR I SHE2ET I CITY OF CARLSBAD �4 1-----+-------------------1---+----+--+-----a PLANNI\JG Dl�SION L___!±j 0-------1------------------+-----+-----lr----t------a ......... _ ·-·----1--+---+------ll LANDSCAPE IMPROVEMENT PLAKS FOR: 2465 JEFFERSON STREET 1-----t-----11-----------------+---+----lf-----+-----i DWN BY: �s DATE INITIAL DATE INITl1\L DATE INITIAL C�KD 3Y· KS DRAWING NO. 531-3L. . • ,. , , ,- DESIGflER OF \\'ORKExp ro;,cn .Uotc; 71301202 REVISION ,JC:SCRIPTION ornrn APPROVAL c1TY APPRC'✓AL Rvwr, nY: RD PROJECT NO. LPC2021"006 -�G_OP2019"0015 . · .. -· .... , .::.· .. -: . -• I 0 0 :s CONSTRUCTION KEY: PA PLANTING AREA ----EXPANSION JOINT DETAIL CALLOUT VY r EQ ALN I SCORE JOINT a<DETAIL� SHEET NUMBER ALIGNMENT SYMBOL CENTERLINE 90" ANGLE EQUAL DISTANCE ALIGN / I / / / / / / RETAINING WALL PER CIVIL ENGINEER STEEL HEADER (TYPICAL SYMBOL) C:\ORA\\IHG Fn.ES\�ll.E S>tEE1S\)OOO(.°"" 3/1/2010 �-�-� (T'iPICAL SYMBOL) FE'ICE / GA TE (T'iPICAL SYMBOL) .-1,.. -'· •o,.-"n·, (�'t ·- ALLLANDSCAPE OUT IDE LlM[f OF WORKTO BE PROTE: TED IN MCE I I POOL EQUIPMENT LOCATL DECOMPOSED GRANITE (TYPICAL SYMBOL) /'�-., -• { ,;. .. PERMEABLE PAVERS FIELD: HERRINGBONE BORDER: STACKED BOND (TYPICAL SYMBOL) �---� SICEWALK(TYPICAL SYMBOL) METAL GATE TO BE MODIFIED TO 42" WALL TO INCREASE TO 6' AT 20' SETBACK - SEE ARGHITECTURAL PLANS (TYPICAL SYMBOL) + + � - + + + + + -+ + + + - --1-I• + .. :_,1-1;:,,-i·-£-"-> FOR SIDE YARD FENCING AND GATES, SEE ARCHITECTURAL PLANS. SEE FENCING NOTE ON SHEET 2 REGARDING PLANNING COMMISSION REQUIREMENTS r-··_c ...... , . .,..,. • .,,,,._., __ -._�fi1):fjir��l);»� if' 'f'.{�1i(fI.... . ®' i' i-'ik_'?;f-:t.<v!--.. . §'' . c, �- !T/if:1"''7)/f· :! sf{-< :� A '; '.'.\j,, d,1_.1,1fi1dH1.,.1_{J c- • J J 1 l i l ! + + � - + + + + ·! ·++++--++➔ 'i' -'" Jy ,, ( d;,'lI, 'i-" -",,.·· .::.- . . . /{,r • ':' •1' I ,JJ . ,< . _,. ./,• •'fl !-.'' /P i •. tr-. _;./ " •'i(/ .,::oY ;,-•a/ .!,/ it/ // I/ II %• ,'.·,:; �:j' fl -� ·r 1/ 1--+-,-+, .:•J) 9 ,it __ /27 � LI . ,ff ;'.' :::{ff! -, J· - + + + + • I t ' 4• ,. .• � .�-·1- 1- •r-·-1·"+ I ,, ... _I I . i:· ·-t t . + ·I .. . -·-•.,_ ,,.rir......, -_ : --:_ t: -t,: +: +\, \ '1 \, '1 I, '1 . ,·,;,+,'_','1'\'11", 1·• .. -4-+++ \ t-1•'1�- .. -t\, �1-1-i++.\\• ��-- + + \ !·· + + \ t...l'---1c I GRAPHIC SCALE (IN FEET) 1!NCH=10FT 0 . :r::.�, .. p ' .b 6- ' J j j ' 0 ' . I p ONLY. PER SEPARA-E PERMIT DESIGN IMAGERY B l T N B CH • SEE SHEET 5FOR DESIGN IMAGERY i··" ,:� !:hl f' ;.,;:I;; : !:/ ,·:, +i + + f- + j--1- -+ + I-·1-t· •++++·.++.-1- �-+ + + + ,,++++++·+', t I· ·!· +· + + + + + I-+ I-+ + + + i ·i ·l-I• ·I --1-+ + .... _.'.}< + I-+ \ + . I; I- -1- ·"· l ·I- + �--�-· + ·i· + .. �-t -�-i· ·I- +_ -1-+_ '_· 1 · ..... - - + +' + + + i + + - � + + 1 I ' ' �j ) I-I- I t ' I PA• I f ! I • C:+i..++ • ) t + • ' t -� ) i " I � ; I f i l -I , " � + + -t + + o.;.:r.rF:;.i;t t':,�% -';. .•,, ;,:.: .�t PA " __ _./' . �,:',i t!,'.'' ;\z";f,; ·;;:1j J(:\'J \;;t) '.ff;\1 '/�1' 38'J \:_'-Z,'l ;':f{! '.i\'51 exISTlNG RETAINING WALL Wrr'H6' CrlAINLINK FENCE ABOVE (TYPICAL SYMBOL) L....J,J. •. u:SJING 6' TALL WOOD FENCEALONG SOUTHERN PROPERTY LINE TO BE REMOVED '!'-;i · 1 [ . ' <-m 77 77 m ::tJ r./) 0 z r./) -i::tJm m TOTAL AREA WITHIN 20FT FRONT YARD SETBACK: 1,982 SQ.FT. ALLOWABLE PAVED AREA (30%), 594.6 SQ FT. PAVING AREA PROVIDED: 486 SQ.FT. REMAIN (TYPICAL SYMBOL) EXI Tl 'TALL WO D F N ON EXISTING CMU PLANTER TO BE REMOVED PER ARCHITECT STREET SIDE PROPERTY LINE APPF�C)V[O POR IF2RlGA T/01\J ANO PLAN TING O.NL Y, /1\/CLUDING P,9r-C!SELOCA rtOr\/ OF PLAJ v //NGAREA. 11 AS BLIL T 11 RC[ __ _ EXP, ___ _ DATE REVIEVE[ BY: INSPECTOR DATE LANDSCAPE IMPROVE'dENT PLANS FOR 2465 JEFFERSON STREET i-------+---+--------------+----+--+---+---< I APPROVE�,, d/9"'" .. ....,..,=---�1----+--------,-----------------+----+--------,1--------,---i PLANNING � )ATE �IT,AL C·ESIG�ER OF \\'ORK F><ri,,:icn Uoto:7 30 202 REVIS'O:\ DESCRIPTION D,HE INITIAL DATE INITIAL :m!EP. APPROV.i\L CITY APPROVAi. DW\J BY: CHKD BY: RVWD BY: 1(-PROJECT NO. D"<AW,NG NO. KS LPC2021-006 531-3LBO CDP2019-0015 ,j ' <1 J L\ <1 EXPANSION JOINT <1 4 4 <I L\ ,j I 111 I I I I 11 I I-111-111 -11-m™m™m!M11-111-111-· ill 118" TOOLED SCORELINE (OFF SITE) 6 1 118" SAWCUT SCORELINE DEPTH PER GEOTECHNIC ENGINEER 114" TOOLED RADIUS AT ALL EDGES EXPANSION JOINT, MAX. 18' O.C. ,----FINISH AS INDICATED ON PLAN i1i-llf-I - - - - �,11�111 -Iii l!f Ill Ill I RANDOM FLAGSTONE PAVERS -REFER TO MATERIALS LEGEND, SHEET 1 FORTIFIED THIN SET MORTAR WITH -....., ACRYLIC ADMIXTURE PER MANUFACTURER'S SPECIFICATIONS 1" WIDE GROUT JOINT -GROUT COLOR PER OWNER NO. 4 STEEL DOWEL AT ALL EXPANSION AND COLD JOINTS ( 24" O.C. ) PLASTIC SLEEVE SLIP JOINT (ONE SIDE ONLY) SLIP SHEET BETWEEN MORTAR BED AND CONCRETE SUBSTRATE CONCRETE SUBSTRATE G)PAVING PER PLAN -TYPE AND ® FACE OF WALL OR CURB NOTES: ,,_. 111-'111-111-• FINISH PER PLAN -WHERE OCCURS 1. ® 2. FIBER EXPANSION 112" DEEP SAWCUT JOINT MATERIAL (j) 112" DEEP TOOLED SCORELINE SEALANT-VULCAN OR EQUIVALENT(COLOR SHALL MATCH CONCRETE) ® 318" (PEDESTRIAN ACCENT PAVING)3. @ 112" (DRIVEWAY PAVING)114" RADIUS, TYPICAL ®TYPICAL CONCRETE JOINTS FINISH GRADE ------. MULCH: PER PLAN--� -----STEEL EDGING. TOP OF EDGING TO BE MAXIMUM OF 112" ABOVE SURFACE MATERIAL. ::1-----ARTIFICIAL TURF PER .;..-:-s•J PLAN WELD 12" STEEL STAKE::,---��l'flll[f#�i��*---COMPACTED SUBGRADETO TO EDGING �I Lll PER GEOTECHNICAL ENGINEER I Tf _. NOTE: 1.EDGING SHALL BE UNPAINTED·/j"X4" FLAT BAR STEEL(20' LENGTH) AVAILABLE AT HANDY METAL MART (619)474-3379. EDGING TO BE RADIUS PER PLAN @i,::,,,,=S=T=E=E=L=E =D=G=l=N=G========s=cA=LE=: 2=,, ==1,=_0,, C,\DRAVANO �'-"'\TITLE SHEE1S\l000<.DWO >/1/2016 REFER TO PLAN FOR LOCA110NS EXPANSION JOINTS TO BE AS SHOWN PER PLAN, BETWEEN BACK OF CURB AND PAVING, ADJACENT TO BUILDING AND COLUMNS. TOOLED SCORELINES TO BE AT 5' INTERVALS UNLESS OTHERWISE NOTED. NOTES: SUBBASE PER GEOTECHNICAL RECOMMENDATIONS PREPARE SUBGRADE AND COMPACT PER GEOTECHNICAL RECOMMENDATIONS 1.REFER TO LANDSCAPE CONSTRUCTION LEGEND FOR CONCRETECOLOR AND FINISH.2.REFER TO LANDSCAPE CONSTRUCTION PLANS FOR LOCATIONS OFEXPANSION AND SAWCUT SCORE JOINTS.3.REFER TO DETAIL A, ON SHEET L-1.5 FOR CONTROL AND SCORE JOINTS. CONCRETE PAVING DETAIL NOTES: 1.INSTALL DOWELED EXPANSION JOINT BETWEENSEPARATE CONCRETE POURS. 2.SUBGRADE PREPARATION. COMPACTION AND BASESHALL BE VERIFIED WITH SOILS ENGINEER PRIORTO CONSTRUCTION. NO. 3 REBAR AT 24" O.C. BOTH DIRECTIONS, CENTERED IN CONCRETE SLAB. DISCONTINUE AT EXPANSION JOINTS. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT NOT TO SCALE B SCALE: 1-112" = 1'-0" es� RANDOM FLfa\GSTONE PAVING SCALE: 314" = 1 '-0" ADJACENT PAVING PER PLAN MULCH: 1" REFER TO CONSTRUCTION LEGEND, SHEET 1 FOR TYPE AND DEPTH _, . • == 1 ____ fr_�---1 i 1 ..... --1 11 _____ 1 i I... 1 ·-1 I ==I I 1==1 ' I ' 11 =-1 I I- E MULCH AT HARD SCAPE SCALE: 1-112" = 1'-0" F �--REFER TO GRAD!NG P..AN FOR FINISHED GRADE OF CONCRETE/ASPHALT INTERLOCl<JNG PAVERS WITH 118" SWEPT JOINTS -80MM FOR VEHICULAR LOADS-60MM FOR NON-VEHICULAR LOADS SAND BEDDING COJRSE (1" MAX.)POLYMERIC SAND AT ALL JOINTS COMPACTED SU BG RADE (DEPTH AND MINUMUM COMPACTION PER MANUFACTURER) INTERLOCKING PAVING SCALE: 314" a= 1 '-0" !--------+--------��---------J---t-----r------t----, I SH�T I APPRO \/[0 rOR IF?RIGA T/01\/ ANO PLAN T/1\/G Of')L Y, INCLUDING PRECISE LOCA T!ON OF PLAN T/1\/G AREA. RCE __ _ EX?, __ _ DATE REV[E\,/ED BY INSPECTOR DATE CITY OF CARLSBAD I SHF;�s IPLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: 2465 JEFFERSON STREET I • DEI� t----+----+---------------+---1-----+----1-------1 I APPROVEDA 4/� 9 /zz.lzt I-----j-----+-----+----+---< _ PLA\JNING �o=-wN::::::;:B==Y:= _=_J;;;c5-�--;===P=R o=J=EC=T=N=o=-, =::;-;:::o=R=A'•h='IN=G=NO�. J/1 TL ; INl'"IAI .,--DA TE NI--AL DA TE INITIAL DES!GNER CF 'I/ORK [,pirntion Dato:7 30 202 RC:\/ISION DC:SCRIPT 01) OTHER APPROVAL CITY APPROVAL CR,HV�V')D BB. yy:_. --�I§-LPC2021-006 531-3L' --CDf'2919-0015 SYNTHETIC TURF WITH INTEGRAL WEED BARRIER -'FIELD TURF' PER EASY-TURF INC. SEE LEGEND FOR VARIETY (SUPRA II OR ULTRA II) -INSTALLATION DEPTH OF BACKING AND SURFACE HEIGHT OF TURF AT ADJACENT PAVING PER MANUFACTURER'S SPECIFICATIONS-CONNECTION TO AGGREGATE BASE PER MANUFACTURER'S INSTRUCTIONS �-SAND & RUBBER INFILL, PER MANUFACTURER'S SPECIFICATIONS WALL (BEYOND) �-ADJACENT PAVING COMPOSITE 2x2 HEADER DECOMPOSED GRANITE AND CRUSHED ROCK SUB-BASE TO BE INSTALLED AND COMPACTED PER MANUFACTURER'S INSTRUCTIONS ATTACH HEADER TO ADJACENT PAVING OR WALL FOOTING PER MANUFACTURER'S INSTRUCTIONS SECURE EASY-TURF TO HEADER PER MANUFACTURER'S INSTRUCTIONS GEOTEXTILE AS PER ____ ___, MANUFACTURER'S INSTRUCTIONS COMPACTED SUBGRADE PER CIVIL ENGINEER NOTES: 1.SUBGRADE PREPARATION, COMPACTION, AND DRAINAGE SHALL BE PER CIVIL ENGINEERING PLANS. 2.INSTALLATION AND COMPACTION OF AGGREGATE BASE PER MANUFACTURER'S SPECIFICATIONS. 3.ATTACHMENTS BETWEEN HEADER AND PAVING/ WALL SHALL BE STAINLESS. 4.INSTALLATION SHALL BE PER MANUFACTURER'S SPECS BY FACTORY AUTHORIZED INSTALLERS. 5.SURFACE SHALL SLOPE TOWARD DRAINS (.5% MINIMUM SLOPE)@ SYNTHETIC TURF DETAIL FIRE PIT CONCEPT IMAGE CS\OllA\\lNG 111£S\TillE SH££1S\)OOOU)WG 3/1/2018 SCALE: 1-1/2" = 1'-0" >2' DIAMETER BOULDERS (1/3 BURIED IN SOIL). LOCATIONS PER PLAN . FINISH SURFACE --� (1" BELOW TOP OF CURB) CURB--� VEHICULAR AREA NOTES 1.FINISH GRADE SHALL BE 3" BELOW TOP OF CURB IN PLANTING AREAS. 2.CURB PER CIVIL ENGINEERING DRAWINGS. BOULDER AND GRAVEL .---TOP OF MULCH FINISH SURFACE rn"""" B DETAIL SCALE: 3/4" = 1 '-0" DATE INITIAL DESIGNER OF WCRK Lxpiralion Dote; 7 30 20_2 1 REI/ISIO�J DESCRlrTION APP.RO VtO F"O.R I.RR/GA T!Ot�' A(\/O PLA0! TING0/'\JL Y, I.NCLUO/J\/G PRECISELC)CA T/O.N or PLA!\J T/N'G AREA. RCE EXP. DATE i'<EV[�\,/ED BY, !NS PECTOi,D.�TE I SH�T I CITY OF CARLSBAD � PLANNING DIVISiON . LANDSCAPE IMPROVEMENT PLANS FOR: 2465 JEFFERSON STREET _CCJ:J$1RUC110N DETAILS _J --+-�--I I APPROVE� a/�-- ----+-----1 _PL;\NNli\G ', =::;:;;==;-;======:::• -->-----+------+------,-----1 OWN Bv: __J� PROJECT NO. >---DA_TE�_IN_TI_AI_. t--DA_TE .. J l�ITl,\L CHKD BY:KS LPC2021-006 OTHER APPROVAL Cl IY APPROVAL RVWD GY: BD CDP2019-0015 DRAWING �10. 531-3L IRRIGATION LEGEND -POTABLE WATER USE GALLONS PER MINUTE SYMBOL DESCRIPTION PSI RADIUS 360°270°210° 180°120°90° 4" POP-UP PRESSURE n COMPENSATING MUL Tl-STREAM 30 1.5' -- ---.5 BUBBLER (2 PER PLANT) ill DIRECT BURIAL PRESSURE COMPENSATING EMITTER WITH BUILT IN CHECK VALVE; 2.0 GPH THREADED ADAPTER; AUTOMATIC CONTROLLER -INTERIOR WALL MOUNT -SIZE AS INDICATED ON PLAN RAIN SHUT-OFF DEVICE � BALL VALVE -SIZE AS INDICATED ON PLAN ... REMOTE CONTROL VALVE -PLASTIC -SIZE AS INDICATED ON PLAN -INSTALL ONE PER BOX � REMOTE CONTROL VALVE (.5-15 GPM) (PRESSURE REG 40 PS!)-PLASTIC SIZE PER PLAN � REMOTE CONTROL VALVE (.5-15 GPM) (PRESSURE REG 25 PSI)-PLASTIC SIZE PER PLAN [El PRESSURE REDUCING VALVE. SIZE AS INDICATED ON PLAN. FACTORY SET AT 70 PSI. -' MASTER CONTROL VALVE {NORMALLY CLOSED) {MINIMUM OPERATING RATE OF 1 GPM) -SIZE AS INDICATED ON PLAN -INSTALL IN BOX [1] FLOW METER -SIZE AS INDICATED ON PLAN -INSTALL IN BOX ONLY 14 AWG IN CONDUIT BETWEEN THE FLOW METER AND THE CONTROLLER -'1!11!11!11!11---AIR RELEASE VALVE -1/2" AIRNACUUM RELIEF VENT @J MANUAL FLUSH VALVE -IN 6" DIAMETER BOX MAIN PRESSURE LINE (CLASS 315 PVC FOR 2" & LARGER) {SCHEDULE 40 PVC FOR PIPE 1-1/2" & SMALLER) {MINIMUM DEPTH 18") NON PRESSURE LATERAL PIPE -SCHEDULE 40 (MINIMUM SIZE 3/4 INCH) '--- -__; PIPE SLEEVES SCHEDULE 40 PVC (2X LARGER THAN MAIN OR LATERAL LINE) ,-- - -� [ea] PULL BOX DIRECT BURIAL CONTROL WIRE (SOLID COPPER· COLOR CODED) WIRE CONNECTION C:\DRAI\ING FllES\Tlll.E SHEElS\XXXX.DWO J/1/i!OlO MANUFACTURER MODEL HUNTER PROS-04 -CV -MSBN-50O HUNTER HE-20T HUNTER THREADED RISER HUNTER PC-1200 HUNTER WSS-SEN SPEARS TRU -UNION HUNTER PGV-ASV HUNTER ICZ-40-ASV HUNTER ICZ-25-ASV WILKINS #500 YSBR HUNTER ICV HUNTER HC-100-FLOW HUNTER PLD-AVR HUNTER PLD-BV CRESLINE OR APPROVED EQUAL CRESLINE OR APPROVED EQUAL CRESLINE OR APPROVED EQUAL - - PEN-TITE OR APPROVED EQUAL .. · DETAIL vJ©.'lC1it ,ill�,s •· Stiti;:-�� "' � .::i .. ,. :-...... � t!:' ---✓<-.5 Q. �. lfl ' ...,..._ "'1:' .,,,,._ � -,, > e ,c:,1t1-'\<;, o; or cM-1 C D C E A B C A B E F A A A 1-15 B D DRAWING NO. 10 10 9 9 10 8 10 11 11 11 10 10 9 9 9 SDRSD 9 9 . ' : ...... l),1\'ll: INIIW. """" /.' ,f?.QkJ DESIGNC:R OF WCRKCx�)Jr;qt:ori [-\G· .• e: 7 30 2 ' ' ·.-', .. -·:· /1\ ···-·· ,_, REVS!ON CONVENTlOJ\IAL RCV CONTROLLER LETTER AND STATION NUMBER - SIZE OF REMOTE CONTROL VALVE j,/ ,v\ � II GALLONS PER MINUTE PER SYSTEM DRIP RCV I CONTROLLER LETTER AND STATION NUMBER -RCV SIZEJ q GALLONS PER MINUTE MINIMUll/1 OEPTM OF COVER OVER PIPE AND WIRE: PIPE UNDER TRAFFIC LOADS: 36" MINIMUM DEPTH MAIN PRESSURE LINES: 18" MINIMUM DEPTH LATERAL NON-PRESSURE LINES 12" MINIMUM DEPTH CONTROL WIRING: 18" MINIMUM DEPTH CONTROL WIRING PIPE UNDER TRAFFIC LOADS: 36" MINIMUM A1°PROVf-0 POR IF?RiGA T/01\J ANO PLAN T/1\JG ON'Y L,' /1\JCLUO/!\JG PREClSE LOCA T/01\f OF PLA1\/T/l1JG RCE ?EVEv/ED INSPl::C ILR 11 AS AREA. BUIL T 11 EXP. BY, DATE DATE � CITY OF CA.RLSBAD f sH���s f PLANNING DIVISIO\J 6 DESCRIPTION '' .. , . ",. .. , """ " ····-· .-�~ ------- --� -'•-. DA!l . -"'· �----• INI I/AL OTHER APPROVAL -•--� . --�""'-• DAT[ ... , .... _____ ,, ___ ,_, __ . .. ,., .. ,. "' .... ,_ '"" _,,, .... ,., __ INITIAL CITY APPROVAL •LANDSCAPE IMPROVEMEKT PLANS FOR 2465 JEFFERS=:... I AP?ROVE� ,/� PLAN�IING "'" ,., ........... ow'-l-•s;,;:· -·Ks-CHKJ BY: KS RVWD BY: BD ROJECT NO. LPC2021-006 CDP2019-0015 ., �2L2-, I DRAWING NO. 531-3L WELO Worksheets Water Efficieli'lt Landscape Worksheet 11iis worksheet is filled out by the project applicanr and it is a required clement of the Landscape Documentation Package. IIVDIIOZOI\IE ll\ll'ORMATIOM TAl!II LE Please complete the hydrozonc table(s) for e�ch hydro7.ona. Use :u1 many t'l blcs as necessary to provide the sqc,src footage of landscape area per hydrozone. Controller # AA A Hydrozone -�"" * 1 ?3 4 .5 6 Zone Irrigation or Method** Valve zone Orio zone Orio zone BuobIer zone Nonezone Otherzone None M.••<•m�• Plant Hydrozone % of Total Type/Factor Area Landscaped *** (PF) (Sq. Ft.) Arca .. .30 1.250 42.88% ""63 2.15% .50 1 "" 5.46% Ml 945 32.26% .10 189 6.45% .0 316 10.78% -·-·-·· -~--'"-~ Total * Hy dro zon,� FL W -Vc zy .low W.·ucr Use PlanmL W -Low Wa tct' Use Plants i,fW -Made-rate iVater Vsc Plan tsffiV -High IVa tcr Use Plants #frti.,_;,:ativn Med1od MS = JJfic.ro-spr.:,.y S=8pmy R::::Rowr B�BubhlerD=Dnp O=Other HYDROZONE 1 -1,256 s .ft. (TYP SYM) LOW DRIP (NO SYM801:.-' TREES) MOD BUBBLER',> ; IJJ0::: z0 D<(. ..,. , ' "' J I ' -. ,' / , _, HYDROZONE 6/:31i3's" Jf (TYP �Y�)O / ' , , ' / ' , NOJI/I RR[GATEO J ' "¼ ' HYDROZONE PLAN SCALE: C;\DRAWING FILES\ll71.E SHEETS\XXXX.DWG 3/1/2018 / 100% . .;,:,-,,.i<J'l11nt Factor fro m 1VUCOL$ JVor Iis, M fHll;t:r fe tftlII.e ;lS �,ppropri�lfi.� Ap pendix f City cf Carlsbad Landscape F'!lanunl H liydromne Table for Calculating !STWIJ Plc;isc omplctc the hydtozonc t?�blc(s). Use as many table� as netessary. GENERAi_ IRRIGAT ION NOTES AND SPECIFICATIONS1. LOCATION OF IRRIGATION EQUIPMENT IS SHOWN DIAGRAMMATIC ALLY ONLY. PIPING, VA LVES, AND OTHER IRRIGATION FIXTURES SHALL BE LOCATED IN PLANTING AREAS WHENEVER POSSIBLE. IRRIGAT ION NOTES1. DESIGN PRESSURE IS 64 PSI. 2.CONTRACTOR SHALL VERIFY EX ISTING WAT ER PRESSURE BEFOREINSTALLING IRRIGATION SYSTEM. CITY OF CARLSBAD ESTIMATED. TOTAL WATER JE,E(ETWU). ____ _ .. . - - - < Hydro't'nrt-f' Kumhtr (! � 5 ,..:1th �;L\ lhm.� He!o,,v -ml' 11:-many t:1bk.s 3.INSTALL ALL VALVES IN PLANTING AREAS AND ADJACENT TO PAVINGWHERE POSSIBLE PLACE NO MORE THAN TH REE RCV'S TOGETHERAS INDICATED ON PLAN. 2. Prncc�,; Step �o. tBdow as nccc�saty to cornj,ktc ;1H hVdro:t.otK':1)J i 2. r-•3 ·�-�.-1 ---,-.--,-.L-A --a 6 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAM ILIARtZE HIM OR HERSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING IJVALLS AND OTHER OBSTRUCTIONS. CONTRACTOR SHALL COORDINATE WORK WITH THE 'NORK OF OTHER TRADES FOR THE LOCATION AND THE INSTALLATIOfJ OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVI NG, STRUCTURES AND OTHER OBSTRUCTIONS. Ev::irotnmpimtlon Rilte(E'fo\t, C<",1\V:.'t�on F:i�tor ?. {Step 1 � Step 2) 3 Phc1t br:tor (Pl•}"* (FromWUXJI S) (l'LW -H\'1) .; .3 ·o.1 -!U) .:\re:n of '-lydrozorn� (sq. ft.) 5 1,256 (TL\' (S1·cr 4 � Stt>p 5) G 376.8 Trf:ga t(m Efficiency (IE).'�"�' .8 (Step 6 ., Step 7) 8 471 (Total Al Step 8 + Total 9SLA 8(. fr. in S:e) 5) (Step 3 ] Step 9) Estimated Tm-:11 "IX'uer U ,c in gallons 10 pc-r y-::nr(ETI\-'U) -Torn! �]1.;,lll not exceed ).·f.A.\'<'A ETo-w lVe...t oiI-5 = 40.0 E'mlt nf.l-_t; :md West of.El C:unilio Re;r/ = 44.UEa..,t nlE/ G.tmitw Re;,!= 47.0 Applicmt may prmtide a different ETo if !mpportcd h}r do cumentation sr,hject to approvttfby the City Planning Di�-'ision ;,,"-r, J'Jant Factor & lV..,ter {J.,;,i 1).1 = 'V!.w·-Very .Low lf�1ter ff.,.c Phmts0 . .1 =LIV-Low lf'atcr Use Plants IJ,5 :::: .ilflf -i11odcratc IVatct Use Plnnts0.8 -� BIV' -Hi__.rr h IVtucr Use Pln.t1ts � m • . "� m � 1"= 30'-0" E'.r, 40.00 0 .. 62 24.UO .5 .5 .8 .1 63 160 945 189 31 .5 80 756 ' ·1 8.9 .8 .75 1.0 1.0 --�--�.--' 39.4 1392 34.522 106.7 756 -1�•-<fr1JEA:{.i(..'tfN,p1�y � .SI).'fp r:�f .r::: .72 Rnro-r = .72 ;}fP �?.nttttor :: . 75fJubblr:r = . 7.:; Drio :!e: .t!IJ HYDROZONE 2 -63 s .ft. (TYP SYM) MOD DRfP j·18.9 HYDROZONE 4 -945 s .ft . (TYP SYM) HIGH WATER FEATURE HYDROZONE 5 -189 s .ft. (TYP SYM) VL IRRIG.-OTHER 316 0 1.0 0 3 CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN PVC SLEEVES. COORDINATE SLEEVE INSTALLATION WITH OTHER TRADES TO ENSURE PROPER AND TIMELY INSTALLATION IN LOCATIONS REQUIRED. 4.CONTRACTO R SHALL NOT WILLFULLY INSTALL THE SYSTEM ASDESIGNED WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWNOBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT WERE NOTKNOWN DURING DESIGN PHASE. CONTRACTOR SHALL BERESPONSIBLE FOR DETERMINING COt\DITIONS ON SITE ANDCONTACTING THE LANDSCAPE ARCH11ECT CONTRACTOR SHALLMAKE APPROPRIATE ADJUSTMENTS TO ENSURE THAT IRRIGATIONCOVERAGE IS 100% IN ALL PLANTING AREAS AS ACCEPTED BY THELANDSCAPE ARCHITECT. 5. 6. 7. SPECIMEN PLANT LOCATIONS TAKE FRECEDE NCE OVERIRRIGATION PIPING. STAKE SPECIMEN PLANT LOCATIONS PRIOR TOTRENCHING FOR PIPE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING,RELOCATI NG ANO READJUSTING IRR IGATION EQUIPMENT, CUTTINGANDCAPPING OF EX ISTING IRRIGATIO\J PIPE. PRIOR TO BIDDING THE PROJECT THE CONTRACTOR BIDDING SHALLVERIFY ON-SITE THE WO RK TO BE DONE AND THE LIMIT OF WO RKLINE FOR THOSE AREAS. CONTACT lfaNDSCAPE ARCHITECT. ESTIMATE OF MAXIMUM APPLIED WATER ALLOWANCE (MAWA) *HYDROZ.ONE TYPE 4. 5. CONTROLLER SHALL BE PROGRAMMED SO THAT WATERAPPLICATION SHALL NOT EXCEED SOIL INFILTRATION RATE ORCAUSE RUN-OFF. APPLICATION RATE SHALL BE SUFFICIENT TOPREVENT ROOT STRESS. INSTALL RAIN CUP FOR RAI N SHUTOFF DEVICE IN AN OPEN AREA ASAPPROVED BY THE LANDSCAPE ARCHITECT DO NOT INSTALLBELOW BUILDING EAVES OR WH ERE INACCESSIBLE TO RAINFALL DRIP IRRIGAT ION1. 2. 3 4. POLYETHYLENE TUBING SHALL BE LAID OUT IN AS STRAIGHT A LINE AS POSSIBLE FOR ONE HOUR PRIOR TO INSTALLATION TO INCREASE FLEXIBILITY OF PIPE AND EASE OF INSTALLATI ON. TURN RADIUS NO TIGHTER THAN 18 INCHES WITH POLYETHYLENE TUBING. USE ELBOWS IN SHARP CORNERS TO AVOID BENDING OF PIPE. POLYETHYLENE PIPE SHALL BE INSTALLED 4 TO 6 INCHES BELOW GRADE AT A UNIFORM DEPTH WITH EMITTER PORTS FACING UP. STAKE LINE SECURELY IN PLACE WITH JUTE MAT STAPLES AT A MAXIMUM SPACING OF 6 FEET ON CENTER STAKE END OF LINE SECURELY. POSITION POLYETHYLENE TUBING IN PARALLEL ROWS WITH SPACING AS SHOWN ON PLAN. PLANT MATERIAL SHALL BE PLACED ADJACENT TO IRRIGATION EMITTERS. COORDINATE PLACEMENT OF SHRUBS WITH EMITTER INSTALLATION. 5.CONTRACTOR SHALL INSTALL METAL 4" X 6" WARNING SIGNSTATING "CAUTION BURIED IRRIGATION LINES" AT PROPERTY LINEAND NEAR TURF AREA PLANT FACTOR EQUATION: MAWA = (ETo)(CF) [(ETAF �LA)+ (AWA x SLA)] HW = HfGH WATER USE PLANTS 0.8 ETo CF ETAF LA AWA SLA MAWA MW = MODERATE WATER USE PLANTS 0.5 LW = LOW WATER USE PLANTS 0.3 40.0 0.62 0.55 2,929 0.0 0 39,953 GALLONS PER YEAR VL = VERY LOW WAT ER USE PLANTS 0.1 MAWA = Maximum Applied Water Allowance (gallons per year) ETo = Reference Evapotranspiration (inches per year) CF = Conversion Factor (to gallons} ETAF = ET Adjustment Factor LA = Landscape Area including SLA (square feet) AWA = Additional Water Allowance for SLA SLA = Special Landscape Area (square fe.et) COMPLIANCE STATEMENT ETWU = Estimated Total Wa ter Use per year (gallons) PF = Plant Factor from WUCOLS (see Section 491) SLA = Special Landscape Area (square feet) CF = Conversion Factor IE = Irrigation Efficiency (minimum 0.7'1) WATER ALLOWANCE / WATER USE COMPARISON MAXIMUM APPLIED WATER "I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE WATER EFFICIENT LANDSCAPE REGULATIONS AND SUBMIT A COMPLETE LANDSCAPE DOCUMENTAtlON PACKAGE." ALLOWANCE (MAWA): 39,953 GALLONS PER YEAR ESTIMATE TOTAL WATER USE (ETWU): 34,522 GALLONS PER YEAR SIGNATURE: DATE: UNUSED WATER ALLOWANCE: 5,431 GALLONS PER YEAR KYLE SIMON APPRO V!:]) F'C)R !RR/GA T!ON A1\J O PLA /') T!f\J G0/\JL Y, INCLU0/1\JG PRECISE LOCA T!Of\J or PLAF\I T/NGAREA. 1'.t;S BUILT11 EXP, ___ _ DATE REVIE\./ED BY• l\JS?ECT□R DATE ---+---l-------1---+----I I SHE7ET CITY OF CARLS BAD �4 PLAN�IING DIVISION L_!±j�==-============:"==='. Exp''otior. !Joto: 7 30 202 --+----+---+---1----1 LANDSCAPE IMPROVEMENT PLANS FOR: 2465 JEFFERSON STREET =====:�===:===============================:====:====:=========�;::;IP-A::::-A:::P_N=RN_o:::1-�=E-G=o��=:°"=�-;;,,.;;::""=���-�.11'-l .. :'--:::_.·� ..., :::_'A-:::'-"::'-'-.. ::-=:=-·:-·-··---.==1=/4=2.=2-=/z.=1� OWN BY: PROJECT NO. DRAWI\JG NO. D,\ TE INITIAL DESIGNER OF WOR 'K. REVISION DESCR1;::,:1o�J 0A ,;: INITIAL DATE INITIAL CITY APPROVAL CH KD BY: KS LPC2021-006 531 3L 1,\/WD GY: BO CDP2019-0015 - ONLY SUBSURFACE IRRIGATION SHALL BE USED TO IRRIGATE ANY VEGETATION WITHIN TWENTY-FOUR INCHES OF AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA. / / I / I , / I, C:\DRA""O ALES\TITtE SHEEJS\)000<0'1/tl J/1/20!0 ,I I / I I I I [Q] FLUSH VALVE -LATERALS DRAIN TO LOW POINT IN SYSTEM. TYPICAL FOR ALL SYSTEMS. I , 7l ! �-&<'--- .. ..._ I A-8 3/4" 0.33 A-9 3/4" 50 A-1 314" 1.73 A-2 3/4" 2,00 i'� 89°53':?G'' E 230.?:9' 118.67' / ;!�-, / , / ·-·o'." ( '•, 3/4" -----'-. GRAPHIC SCALE (IN FEET) 10 5 0 5 �,, I 10 20 l: I 1INCH=10FT CJ ·�\ I I 0 0 EXISTING RESID[NC[ FF=67.81 155-140-10-00 A-6 3/4" 3/4" BV 0 I ALL IRRIGATION WATER SHALL BE POTABLE. WATER METER LOCATION PER SITE INVESTIGATION. CONTRACTOR TO VERIFY LOCATION OF WATER METER BEFORE CONSTRUCTION. LOCATION OF IRRIGATION EQUIPMENT IS SHOWN DIAGRAMMATICALLY FOR CLARITY. LOCATE EQUIPMENT WITHIN PLANTING AREAS WHEREVER POSSIBLE. INSTALL FLUSH VALVE AT LOW POINT IN SYSTEM AND ALONG LONGEST RUN OF PIPE. TYPICAL. LlJ z ii ' .- 3/4 ,", 1" i / -! . rI··' ' 1'.')J. /· .!'-,._f 3/4" BVV k°'i .,_ -! j '' , .·. )::x: i"-.• . ;2'.l / ·(�3/4" J ·� �,) ' m ,, " ' c.... m -,, -,, m 0 z en -I ;:u PVC PIPE SLEEVE UNDER ALL PAVED AREAS TYPICAL SYMBOL POINT OF CONNECTION POINT OF CONNECTION -3/4" METER -SEE CIVIL PLAN 1" BALL VALVE. 1" PRESSURE REDUCING VALVE SET AT70 PSI 1" MASTER CONTROL VALVE. 1" FLOW SENSOR. IRRIGATION MAINLINE TO BE TAPPED OFF OF EXISITING DOMESTIC POTABLE WATER LINE EXISTING STATIC PRESSURE: 86 psi PER CARLSBAD WATER DEPARTMENT MAX FLOW: 2.0 GPM A-7 3/4" 0.20 REMAIN 0 0.20 . PROPOSED GARAGE FF=67..56 PAD :e66,97 -W.--4---l+��,;,._..-H1 ___ CONTROLLER "A"[I] PROPOSED BEDROOM [F='67.81 PAD =6722 A-3 3/4"A-4 3/4"A-5 3/4"1.50 1.00 1.89 ·. "-·-- -·12 STATION WITH RAIN SENSOR r� 7,,=.,.,-,c: � .... �� )f I I TO BE LOCATED ON INTERIOR WALL . . �jL.��'J--ttt ___ ����:�1�£��•i ,· j·,r;: ;� ;IRRIGATION WARNING SIGN -SEE DRIP II IRRIGATION NOTE #4 ON SHEET L-2.2 TYPICAL SYMBOL APPROVED FOR IRRIGATION A1\JO PLANTING O!✓L Y, INCLl)OiJ\/G P,REC!SE LOCA TIO/I! OF PLAtv' Tlt1JG Al7EA. RCE __ _ EXP, ___ _ REVIEVED BY, INSPECTOR DATE DATE � L__J_iJ .------i---+-----------------t------+--+------i----.1 JLANDSCAPE IMPROVEMEK'I' PLANS Ji'OR: t------t---+----------------t-------+--+-----1----11 t------t---+----------------t-------+--+-----t----11 DATE :/·<IT:/\L DM[ IN IIAI. DAIE !NITIAL i 2465 JEFFERSON STREET APPROVE)L 4/� '"LANNING -·----·-'"· ,. """'" '··-' '.,. " --.. '' ' CWN BY: K-PROJECT NO. DRAWING NO. CHKD BY: KS LPC2021-006 CESIGNER OF WORI< ExpircJlcn Qoto: 7 .30 202. REV SION DESCRIPTIO!sl 011 IE'I APPllOV,sL CITY APPROVAi_ RVWC BY: BD CDP2019-0015 531-3L LJ.J (9 FINISH GRADE I IMPORTED TOPSOIL OR AMENDED ROCK FREE NATIVE SOIL NATIVE SOIL BACKFILL FREE OF LARGE (3" DIA OR GREATER) ROCKS AND DEBRIS. SAND OR APPROVED EQUAL MATERIAL DETAILS NOT SHOWN ARE SAME AS DETAIL ON THE LEFT. u. 0 � i .. .. ·.·.·· ·-.., LJ.J - D N '• .. '. · ..... '• ............. ,.:-. . .. .:. . . . ·- ·, . .-.., ', . . ·, 20: .. , • /-•,I• . ,, , ., ." •• ··. . .•_..,__ __ _,__..,___,"MIN! 1-· · : · MIN .. ,::: .: .: : ··-.: to .. __ · .. _, · __ ·_ ·--PVC OR COPPER PIPE · ... •, � .... ·: •.' -· .. ,, .. :.·'••2., .. ·· . .-.· .:. · · MIN:'· . ' ,... : . ..MULTLIPLE PIPE INSTALLATION FOR LATERAL PIPE ONLY. SEE NOTE 6 FOR PRESSURE PIPE. NOTES 1.BACKFILL MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 90% OR MORE.2.ALL P.V.C. PIPE SHALL LAY FREE IN THE TRENCH WITH NO INDUCED STRAIN AND WITHSUFFICIENT ALLOWANCE FOR EXPANSION AND CONTRACTION AS RECOMMENDED BY THEMANUFACTURER.3.TEFLON TAPE, 3/4" WIDE SHALL BE USED ON ALL THREADED CONNECTIONS.4.THE LETTER W SHALL BE STAMPED OR CHISELED ON THE IMPROVEMENT {CURB-SIDEWALK)DIRECTL YI ABOVE THE PRESSURE PIPELINE.5.ALL PLASTIC PRESSURE PIPE UNDER PAVEMENT SHALL BE INSTALLED IN A P.V.C. SLEEVE.6.MINIMUM CLEARANCE BETWEEN PRESSURE PIPES SHALL BE 2 INCHES.7.MINIMUM DEPTH OF COVER OVER PIPE AND WIRE ARE:PIPE UNDER TRAFFIC LOADS: 36" MINIMUM DEPTH MAIN PRESSURE LINES: 18" MINIMUM DEPTH LATERAL NON-PRESSURE LINES: 12" MINIMUM DEPTH CONTROL WIRING: 18" MINIMUM DEPTH CONTROL WIRING PIPE UNDER TRAFFIC LOADS: 30" MINIMUM ft0_T_R_E_N_C_H_F_O_R_P _IP_E _D_E_T_A_IL ___ � NO SCALE G)STRIP INSULATION APPROX. 3/4" I, I, 3/4"'� 1' � @ WITH WIRE ENDS EVEN, INSERT WIRESINTO THE CONNNECTOR AND TIGHTEN UNTIL SECURE @ INSERT THE CONNECTOR ALL THE WAYINTO TUBE UNTIL THE CONNECTOR RESTS ON THE BOTTOM l 11111 J'- � @ FOLD THE WIRES INTO THE CHANNELS b< J I) 0 cf- 6 0 )c i A ·, Iii!! 0S' @ CLOSE THE CAP r::=J) NOTE: I 1 ALL SPLICED WIRES SHALL BE IN BOXES. @ WIRE CONNECTOR NO SCALE l>\DRA\\1NQ nu:s\TI1l.E SHEEl'S\JOOO(.O"" 3/1/2016 r FINISHED GRADE DIRECT BURIAL CONTROL WIRE; TIE WIRES WITH A PLASTIC TAPE EVERY TEN FEET NORMAL LOCATIONS OF CONTROL WIRES AL TERNA TE LOCATION OF CONTROL WIRES NOTES: 1.BEDDING MATERIAL SHALL HAVE A SAND EQUIVALENT OF 50, MINIMUM.2.PLACE A 3" WIDE RED CONTINUOUS PLASTIC TAPE TRENCH MARKER,9" TO 12" BELOW FINISH GRADE, DIRECTLY ABOVE THE DIRECT BURIALCONTROL WIRES.® DIRECT BURIAL CONTROL WIRE 8 -------NO SCALE METER BOX: 10" DIA BOX: 1" VALVES 12" x 17" METER BOX: 1-1/2" & 2" VALVES LID MARKED "WATER" SEE SPEC. FLUSH IN PAVED AREA; 1" LAWN AREAS; 2" SHRUB AREAS J --nJ PLASTIC----.BALL VALVE co l ' 1:1 .. 4 GRAVEL SUMP BRICK OR CONCRETE SUPPORTS ALL AROUND ON COMPACTED SUBSOIL. A (t t PVC ELBOW (AS REQUIRED) -NOTES MAIN PRESSURE LINE-� 1.ALL NIPPLES SHALL BE PVC SCHEDULE 80.2.CLOSE NIPPLES SHALL NOT BE USED.3.ALL FITTINGS SHALL BE PVC SCHEDULE 40.0 PLASTIC BALL VALVE DETAIL E -------No SCALE 0 FINISHGRADE -t---+-AUTOMATIC CONTROLLER CLOCK IN A WEATHERPROOF, TAMPERPROOF, LOCKABLE CASE WALL MOUNTED PER MANUFACTURER'S SPECIFICATIONS. J 1/ WALL FOUNDATION OF BUILDING CONTROLLER STATION V-24 VACE Os / RAIN-L!-;'UA+"+-'+-' - - - - W : : t - - COMMON GUARD U NOTE: IJ l, J YELLOWI @ i:lJ t, ; oc LJ.J'--------' n: -1..,.,---J.../// 2 LJ.J -RAINGUARD UNIT TO BE �----___J(.9 � fu ;::. LOCATED AND INSTALLED � tti PER MANUFAC"fURER'S COMMON WIRE TO VALVES o=:1::=(/)=:=:::'.7=,�12" R MIN. SPECIFICATIONS SIDE VIEW BASIC WIRING DIAGRAM 7 1---�-WHERE TWO OR MORE CONTROLLERS �--� ARE MOUNTE:DTOGETHER, A MINIMUM OF THREE INCHES SHALL BE LEFT BETWEEN CONTROLLER CABINETS. 0 CONTROLLER CABINET. -ANCHOR CONDUIT FIRMLY TO WALL WITHGALVANIZED PIPE CLAMPS USING FASTENERSAPPROPRIATE FOR TYPE OF WALL 2" RIGID STEEL CONDUIT FOR CONTROL WIRE ---3/4" RIGID STEEL CONDUIT FOR POWER SUPPLY ./FINISH GRADE VALVE CONTROL --irl u---POWER SUPPLY (COUPLING, ADAPTER} (BUSHING) ELEVATION (2\AUTOMAT IC CONTRO.LLER DETAIL \:::._} WALL MOUNT W/ RAINGUARD NO SCALE APPROVED FOR IF�R!GA T/0.N ANO PLAN T/1\JG 0/VL Y, /flJCLL/D/1\JG PRECISE LOCA TIO/') or PLANT!h/G A,RF"A. 11 AS BUIL T 11 RCE __ _ EXP. __ _ 1,L. VIL.\./LD BY: INSPECTOR DATE DATE ----·-C----------1-----1'----------"IT] CITYPL?NrNGCD��o�SBAD � -�----------------,---+---+--+---.... LANDSCAPE IMPROVEMENT PLANS FOR --+---+---------------··-· .... -----�-------., '. 2465 JEFFERSON STREET 1-----+----+--------------+----+----+---+----ll iSWN BY: KS� DATE IN Tll,c DAT[ INl'IIAL DA IE IN IIAI. REVISION DESCRIPTION -------�---�KDB� KS DRAWING NO. 531-3L, ,. ,. DESIGNER OF WCRK Lxoirat:on Dote: 71301202 0-WF:f! APPf<OVA•.CITY APPROVAL : RVWD BY:SD PROJECT NO. LPC2021-006 CDP2019-0015 : ...... ,:·: <CI er; 0:1-LUO LU 0. LU LU I-LU er; 0..::s O (/j NOTE ----18-24" COILED WIRE TAPE TO PIPE ---------WATERPROOF CONNECTORS (2) ____.-MODEL PGV-XXX-ASV �-SCH 80 NIPPLES FINISH GRADE -----LATERAL PIPE & FITTINGS MAINLINE FITTING ANTI-SIPHON VALVES SHOULD BE INSTALLED 6-12" ABOVE THE HIGHEST SPRINKLER HEAD WITHIN THE ZONE, OR, ACCORDING TO LOCAL CODE.01--_R _E_M_O_T_E_C_O_N_T_R_O_L_V_A_L_V_E_D_E_T_A_I L_ NO SCALE / , / .....------HUNTER HE-20T -THREAD EMISSION DEVICE (SEE IRRIGATION EQUIPMENT LIST). ,,.-----HUNTER RIGID RISER (LENGTH AS REQUIRED). ,------CRUSHED ROCK/ MULCH PER PLANTING PLAN t 6"MIN <( I er; 0: I-LU 0 LU 0. LU LU I- L U (/j 0..::s O (/j NOTE ANTI-SIPHON VALVES SHOULD BE INSTALLED 6-12" ABOVE THE HIGHEST SPRINKLER HEAD 1/\JITHIN THE ZONE, OR, ACCORDING TO LOCAL CODE. .----18-24" COILED WIRE TAPE TO PIPE DRIP CONTROL ZONE l<IT - SIZE PER PLAN ---SCH 80 NIPPLES ,,,.--FINISH GRADE ------LATERAL PIPE & FITTINGS __.,..-MAIN LINE PIPE & FITTINGS 0 DR IP REMOTE CONTROL VA LVE CONTROL ZQ.NEB-�--------KIT WITH ISOLATION VALVE NOSCALE �- 6 "VALVE BOX SEE SPECS. LOCl<ABLE LID SEE SPECS. 1" LAWN AREA;----, 3" SHRUB AREA; FLUSH IN PAVED AREA u z 'I" � -t f < FINISH GRADE -----� PEA GRAVEL 112" MAX. -� DIA. WITHIN PIPE CONCRETE IMPROVEMENT SLOPE ·I%MIN. 90 DEGREE ELL----� (SLIPxSLIPxFIPT) 2" --3" DRAIN PIPE CAP (PLASTIC) ,----3" PERFORATED DRAIN PIPE (PLASTIC) .[ 3 �" --------, r7--tt!+---BUBBLER i->+1-+---1 /2" THREADED PVC RISER LENGTH AS REQUIRED PVC LATERAL LINE NOTE: PEA GRAVEL SHALL NOT COVER BUBBLER HEAD SUBSURFACE TREE BUBB LE R DETAI L & ANTI-DRAIN VAL VE 7 "VALVE BOX SEE SPECS. LOCKABLE LID SEE SPECS. BRICK SUPPORT "' FINISH GRADE 3" SHRUB AREA; ·1 ° TURF AREA; � FLUSH IN PAVED ��l ---+-+-PVC TUBING L! DRIP EMITTER --------1--1--AIR RELEASE VALVE W/ MALE PIPE THREAD L\ 0 0 0 LL a. (/j LU LU (/j PVC FITTING ----- (S x S x 1/2" FIPT). '------FINISH GRADE ,------RIGID RISER WITH 1/2" THREADED BASE .------PVC LATERAL -SIZE PER PLAN (o\_D_IR_E_C_T_B_U_R_I _A_L_E_M_IT_T_E_R _____________ _ \::.,,)NO SCALE C::\DRA\\\N'G Fll.£S\11TLE SH£ETS\XXXX.D\IKI 3/1/2018 0:LU 5 0 LU a. (/j LU . '< . � PVC ELL OR TEE AT LATERAL i-------+-+--SCHEDULE 40 1 /2" RISER W/ FEMALE PIPE THREAD <I .4 BRICK OR CONCRETE SUPPORTS ALL AROUND ON COMPACTED SUB-SOIL MIN. 1 CU. FT. PEA GRAVEL SUMP® AIR RELEASE VALVE DETAILE 1-------------� NO SCALE O PEA GRAVEL SUMP . �tl--....P..,,,_____ C) � () BRICK OR CONCRETE SUPPORTS ALL AROUND ON COMPACTED SUB-SOIL0 MAN UAL FLUSl-1 VALVE F ------- NO SCALE ------------t-----+---+-----+-------1 -------·-·······"'"""'""""'"'""" ., !----+----------------·-----·-··· APP.ROVED 10R IRRIGAT/C·/\t A1\/0 PLAt\/T/i\/G ONLY, !1\/CLU0/1\/G PRECISE LOCA TIO!\/' OF PLAt\/TING ARFA. RC[ __ D/ITE l,EVIEIJEU BY, INSPECTOR DATE LANDSCAPE IMP!lOVEMEN'I' PLANS FOR: 2465 JEFFERSON STREET . BIMTION..J)ET�LS _ ---->------+-�----+--==-----I APPROVE�ii� c:,/2.2,/4.1 I,---+----------------.. _________ �P�LA�� ':;°; Nl ;::: NG::::==;;;;:;=;-==� ==:=======::;-;:::====�· JATF. NI-IAL OWN BY: ---'"'-'-'-PROJECT NO. DRAWING NO. OESIC�ER OF WORK Ex 'ro:icn )cle• 7 30 202 REVISION DESCRIPT or-1 f---DA_TE�_l�I_TIA_L +-DA_T_E �IN_ITI _AL__, CHKC BY:KS LPC2021-006 531 3L OTHER APPROVAL C•.TY APPROVAL RVWO ::lY: BO CDP2019-0015 - LOCKABLE LID SEE SPECS. VALVE Box---,SEE SPECS. CONTROL WIRES -r---, 18" LEAD LENGTH (PIG TAILED) PVC UNION ---t---t--, (/)z0 � 5 � lL w Edz (l_ _J (/) z <t tlJ� (/) z-PVC NIPPLE 2 (TYP.) N BRICK OR CONCRETE __ ____, SUPPORTS ALL AROUND ON COMPACTED SUB-SOIL " !FLUSH IN PAVED AREA; 1" LAWN AREA _ 2" SHRUB AREA RED BRASS NIPPLE RED BRASS 90 DEGREEELL r"---r RED BRASS NIPPLE (l_ w0wz _J z � 3/4 CU. FT. 470-C-2000 --iPVC ELBOW (AS REQ'D.) CONCRETE 4 PVC FEMALE -- ADAPTER MAIN PRESSURE LINE0 MASTER CONTROL VALVE DETAIL A f---------- No SCALE LOCKABLE LID SEE SPECS. �--VALVE BOX SEE SPECS. FINISH GRADE w0 (/) wU zW - (l_ _J (/) �w <t w2 (/) C:\DRAl'dNO FlLSS\lTILE SHEEJS\)000(.CWO 3/1/2016 PRESSURE REGULATOR ASSEMBLY UNION PVC ELBOW (AS REQUIRED) " _[FLUSH IN PAVED AREA; 1" LAWN AREA 2" SHRUB AREAt --.-----+-RED BRASS NIPPLE (TYPICAL) PVC NIPPLE w 0 (/)w 0zW - (l_ _J (/) Zw� tg @PRESSURE REDUCING VALVE DET Al L NO SCALE CONCRETE VALVE BOX---, MARK COVER "F.S." r---FLUSH IN PAVED AREA; 1" LAWN AREA 2" SHRUB AREA T RED UF14WATERPROOF'-�-c,r--=-----,:i..__�� CONNECTIONS BLACK 5 PIPE DIAMETER AINLIN 10 PIPE DIAMETERS FLOW SENSOR (METER) FLOW SENSOR PIPE " '------------SCH 80 PVC REDUCER-�®. f---------------F_LO_W_S_E_N_S_O_R_D_E_T_A_IL NO SCAL:: PRESSURE LOSS CHART VALVE ii 1./i1AINL1NE LENGTH 2 GALLONS PScR MNUTE 3. EXJSTING STATIC WATER PRESSURE4.ELEVATION@BACKFLOW (A)@RCV(i3!@ HIGHEST HEAD (C) 5. P$1lOS$ES (POC Equipment)a.METERb.SHUT00FF VALVE (POC)c. FtLTERFOR RECYCLED iPOC)d, SU8METER e . 'BACKFLOW PREVENTER {mamiine loss -rreter to OO:k1ow) (s1talle.ble PSI upstream cf redudng valve) /psi sel.\1n1 rcr pres sute tOOudng valve ) 5 PSI LOSSES (Baoldlaw to RCV) a MA5TE.'1 VAL VE b F'lOWSENSOR o .. SHUT-OFF VALVE@ .'<CVd.DRIPFU.TER PROJECT: '1801:i 2465 Jefferson SIZE 0:.7$"1" NIA · --None 0.75'' 86.0 PSl-LCt_;s r{�) 0.0 0.:0 ·. 0.0 f',',I LOSS 02 OJ 02•--••, .. • .. •••••"•••-•• es.e 21 ------·--�----- PSJ �oss C.2cc cc c.c (0 (2 \Rec:l.i:imed cr Pctatle) • · -, . , lc M'IINUNE 1" (s.ch 40) "U:::? D.2 C.1 f_ RCV g, CHECl<i VALVE (IN-LINE)(Pop-up I Riser) h.. ELEVATION LOSSES (Mfscell:am�ous Fi1ing Losses)r7::c5::-c, x-=.ccc:z,--:::P:"":�f",--�+-�,--.::-�.':c:�;';:;'7:::. __ r;;"'�::;J"C,-1."':·:,=·p-p,:t,, __ -...... -,-.. -.... -. :�c�c'c .. '-c1�':c::c;;l�(:;°'•"'·)::,1.!�·:cc>;�-t--c,Hcc:°"··,.,�-:...-:_-:_-:_-:_"-::l�-cl�Poci:w.·--;:.:G@{i{jc_:/ii;/,. ... · 3,3 P'.Qf.i-.up 2-5 {B)·m/nus [A} x .433 {fv'l,;iin) (rnainlir.e loss • back-Ito.\· to RCV) (a·,®il□bl.e PSI Upneim1 of drip p:-c-ssuro-regulatcr) (ps.i se1ttng kv drip p:essure regulate<} 7. FIND PSi·LOSS_ES (downstream ci RCV)o LATER/It (5 PSI LOSS)(Mis-ce!laneous.F1ttlng Loss·es) b /C) minus (B) x .433 (Lateral) o OPF.RATtNG PSIOF SPRAY HEAD/DRIP EMTTER (PS! loss dc-vmstre.am cf RCV) 5.D 1 w2 1 . 50-�--�5.0 """'"'"'·'' -·J () 40.0 cD.O E?fo:2�--1 C -�·:!_ ,. .1 -C-4 1:'_6 ,1co 612212021 6/2612011 )A ii :Nl'IAI. I DESlo�ER OF \\'ORK REVISION DESCRIPTON DATE l'ilTIAL DATE INITIAL OTHrn Af'PIWVAL CITY APl'ROVAL APPROVED F"'OR I.RR/GA T/0/V Ai\/0 PLA/\i' Tltl/GONLY, ltl/CLl)OlNG P,RECIS[LOCA T/Oi\1 or PLA/\l Tl/1/G AREA. EXP, ___ _ REVIE',IED BY, INSPECT□� 2465 JEFFERSON STREET DWN BY: --=--'-CHl<D BY: _Ks__RI/WD BY: BD PROJECT NO. LPC2021-006 CDP2019-0015 DATE DATE SHEETS 14 DRAWING NO. 531-3L PLANT MATER IAL LEGEND CALLOUT BOTANICAL NAME SYMBOL TREES , "l CIT. SPP. CITRUS SPECIES L ..II 0 WAS. FIL. WASHINGTONIA FILIBUSTA SHRUBS & SUCCULENTS @ ASP. ELA. ASPIDISTRA ELATIOR 0 BOU. OOH. BOUGAINVILLEA MONKA 'OOH LA LA' @ CIS. PUL. CISTUS PULVERULENTUS (F�) FUR GIG. FURCREA GIGANTICA VARIEGATA 0 LOM. LON. LOMANDRA LONGIFOLIA 'PLATINUM BEAUTY' EB MUH. RIG. MUHLENBERGIA RIGENS 0 ROS. ICE ROSA ICEBERG (Si) STR JUN. STRELITZIA JUNCEA 0 VER UL. VERBENA ULACINA 'DE LA MINA' GROUNDCOVERS /VINES (J) CAR. MAC. CARISSA MACROCARPA 'TUTTLI I' PLANTING NOTES AND SPECIFICAT IONS 1. 2. 3. 4. 5. 6. 7. 8. 9. THE PLANTING PLANS ARE DIAGRAMMATIC. MINOR ADJ USTMENTS IN PLANT LOCATIONS MAY BE MADE AT THE DISCRETION OF THE LANDSCAPE ARCHITECT / OWNERS REPRESENTATIVE. THE CONTRACTOR SHALL COORDINATE HIS/HER WO RK WITH THE OTHER TRADES AND MAINTAIN DRAINAGE DURING CONSTRUCTION. DO NOT DAMAGE TREE ROOTBALL DURING TRANSPORTATION OR PLANTING PROCESS. ALL PLANT MATERIAL SHALL BE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT AND REPLACED UPON REQUEST BEFORE OR AFTER PLANTING. ALL PLANT MATERIAL NOT APPROVED SHALL BE REMOVED FROM THE SITE. LANDSCAPE ARCHITECT SHALL APPROVE FINAL PLACEMENT OF ALL TREES. ALL TYING MATERIAL AND MARKING TAGS SHALL BE REMOVEDAT THE TIME OF PLANTING. ALL TREES SHALL BE ERECTED IN A VERTICAL MANNER AND HAVE SUFFICIENT TIE-DOWNS TO ASSURE THEIR VERTICALITY DURING THE LIFE OF THE CONTRACT AND MAINTENANCE PERIOD. THE CONTRACTOR SHALL NOT ALLOW CO NCRETE DUST OR OTHER POTENTIALLY TOXIC CONSTRUCTION MATERIAL TO BE SWEPT OR DRAINED INTO PLANTING AREAS. PRE-PLANT FERTILIZER (COMMERCIAL GRADE), 100% ORGANIC, SLOW RELEASE SHALL BE AS INDICATED IN SPECIFICATIONS OR APPROVE D EQUAL. C:\ORA"'1NO flLES\1111..E SiEE:lS\XXXX.DWG .J/1/2DU5 IRRIGATION DEMAN DS MINIMUM HEIGHT H-HIGH COMMON NAME SIZE AND SPREAD M -MODERATE L-LOW N -RAINFALL ONLY DWARF CITRUS TREES 15 GAL. VARIES REGULAR HYBRID FAN PALM 6' BTH 6' X6' CAST IRON PLANT 1 GAL. 12" X 12" DWARF GROUNDCOVER BOUGAINVILLEA 5 GAL. 12" X 1211 MAGENTA ROCK ROSE 1 GAL. 8" X 7" VARIEGATED FALSE YUCCA 5GAL. 12" X 12" VARIEGAT ED DWARF MAT RUSH 1 GAL 10" X 8" DEER GRASS 5 GAL. 18" X 1211 ICEBERG ROSE 1 GAL 10" X 8" LEAFLESS BIRD OF PARADISE 1 GAL 10" X 8" PURPLE CEDROS ISLAND VERBENA 1 GAL 10" X 8" PROSTATE NATAL PLUM 1 GAL. 411 X 611 10. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING SOIL SAMPLES, OBTAINING SOIL ANALYSIS TESTS, AND PROVIDING A COPY OF RES UL TS INCLUDING AMENDMENT RECOMMENDATIONS TO THE LANDSCAPE ARCHITECT M M L L L L L M L L L 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES. 12. 13. 14. 15. THE RECOMMENDATIONS OF THE SOILS REPORT FOR AM ENDING SOIL SHALL SUPERSEDE THE RECOML'IENDATIONS LISTED IN THE SPECIFICATIONS. CONTRACTOR SHALL SUBMIT FOUR AGRICULTURAL SUITABILITY AND FERTILITY ANALYSIS OF REPRESEN-ATIVE SOIL SAMPLES TO THE OWN ER'S REPRESENTATIVE PRIOR TO ANY PLANTING WO RK. PLACEMENT OF PLANT MATERIAL SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO EXCAVATION FOR HOLES TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM STRUCTURES, DISTANCE SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. THE 90 DAY MAINTENANCE PERIOD WILL BEGIN ONLY UPON ACCEPTANCE IN WRITING BY THE OWNER'S REPRESENTATIVE. 16.QUANTITIES SHOWN ON PLANTING PLAN ARE FOR THE CONVENIENCE OF THE CONTRACTOR. PLANT SYMBOLS INDICATED SUPER.CEDE QUANTITIES SHOWN. 17. ALL GRADING ON SITE S!-IALL HAVE POSITIVE SURFACE DRAINAGE (2% MINIMUM GRADE IN PLANTING AREAS) AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. 18 LANDSCAPE AREAS SHALL BE FINISH GRADED TO REMOVE ROCKS ONE INCH AND LARGER AND EXCESS SO L. CONTRACTOR SHALL STOCKPILE EXCESS SOIL AND HAUL AWAY AT END OF PROJECT. REMARKS DET�L SHEET STANDARD & STRAIGHT TRUNK; GOOD CALIPER, STAKE *OWNER TO SELECT FRUIT TREE VARIETIES AT TIME A 14 OF PLANTING STRAIGHT TRUNK; FULL HEAD, GOOD FORM B 14 FULL FORM AND COLOR, VIGOROUS C 14 FULL TO GROUND, GOOD FORM AND COLOR C 14 FULL TO GROUND, GOOD FORM AND COLOR C 14 FULL SWORDS, GOOD COLOR, VIGOROUS C 14 FULL CLUMPS, GOOD COLOR, VIGOROUS C 14 FULL CLUMPS, FULL FORM, GOOD COLOR, VIGOROUS C 14 FULL & BUSHY TO GROUND, GOOD COLOR C 14 FULL CLUMPS, GOOD COLOR, VIGOROUS C 14 FULL & BUSHY TO GROUND, GOOD COLOR C 14 FULL FORM AND COLOR, VIGOROUS C 14 SLOPES 6:1 OR STEEPER REQUIRING EROS ION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: a.STANDARD 1-COVER CROP/AND EROSION CONTROL MATTING: COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. Tt-lE TYPE OF EROSION CONTROL MATTING SHALL SE AS APPROVED BY THE CITY AND AFFIXED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. ON SLOPES 3 FEET OR LESS IN VERTICAL HEIGHT WHERE ADJACENT TO PUBLIC WALKS OR STREETS: WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15, EROSION CONTROL MATTING SHAI.L BE REQUIRED. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR EROSION CONTROL MATTING MAY BE USED. OM SLOPES GREATER THAN 3 FEET IN HEIGHT, EROSION CONTROL MATTING SHALL BE REQUIRED AND A COVER CROP SHALL NOT BE USED, UNLESS OTHERWISE APPROVED BY THE CITY. o.ST AMDARD #2 -GROUND COVER ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). c.STANDARD #3 -LOW SHRUBS LOVV SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 1-GALLON CONTAINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). d.STANDARD #4 -TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1-GALLON CONTAINERS) SHALL BE INSTALLED AT A MINIMUM RATE OF ONE (1) PLANT PER TWO HUNDRED (200)SQUARE FEET SLOPES -6;1 OR STEEPER AND; a. 3' OR LESS IN VERTICAL HEIGHT AND ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT A MINIMUM STANDARD #1 (COVER CROP OR EROSION CONTROL MATTING). b.3' TO 8' IN VE RTICAL HEIGHT REQUIRE STANDAR DS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2 AND #3. c.IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2, #3, AND #4. AREAS GRADED FLATTER THAN 6:1 REQUIRE A COVER CROP PER STANDARD #1 WITH TEMPORARY IRRIGATION WHEM THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: a.SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. b.A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. c.IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WAR RANT IMMEDIATE TREATMENT. W,l\JIER CONSERVATION: THE RESIDENTIAL RENOVATION INCLU DES A MULTITUDE OF XERISCAPE FEATURES. THE NEW LANDSCAPE INCLUDES USE OF PRIMARILY LOW WATER US NATIVE PLANTS TAT WILL THRJVE IN THE COASTAL ENVIRONMENT. IRRIGATION WILL BE PROVIDED BY A POINT SOURCE DRIP IRRIGATION SYSTEM THAT SUPPLIES WATER DIRECTLY TO THE ROOTS, AND LIMITS OVER \/1/AT!=RING. MEDIUM WATER USE PLANTS ARE LIMITED TO FRUIT TREES, AND SHRUBS LOCATED IN THE DENSE SHADE OF AN INTERIOR COURTYARD. 19. FINISH SOJL IN LAWN AR SHALL BE 3 INCHES BELOW TOP OF PAVING IN SHRUB AND GROUNDCOVER AREAS AND ·1 INCH BELOW TOP OF PAVI NG EAS. 20.LOCATE AND ALIGN DOUBLE STAKES FOR TREES PERPENDICULAR TO PREVAILING WINDS. APP ROVED F"OR !RR/GA. T/Of'J A1\J O PLAN TING 21.PLACE A 3 IN BARK MULC CH LAYER OFBARI< MULCH IN ALL SHRUB AND GROUNDCOVER AREAS UNLESS OTHERWISE INDICATED. DO NOT PLAC E 0/\JL Y, /1\J CL UOIN C P.REC/SE H ON SLOPES GREATER THAN THREE TO ONE (3 1 ·. R SHALL INSTALL ROOT BARRIERS FOR ALL TREES WH ICH ARE LOCATED WITH IN 5 FEET OF ANY HARDSCAPE, 22.CONTRACTO PAVEMENT SINGLE LEN OR CURB. EXTEND 8 .. FEET FROM CENTERLINE OF TREE IN BOTH DIRECTIONS ALONG CONCRETE IMPROVEMENT (A GTH OF ROOTGUARD FOR A SINGLE TREE WOULD BE 16 FEET). UIRED LANDSCAPE INDICATED ON THE APPROVED CONSTRUCTION DOCUMENT PLANS IS DAMAGED OR REMOVED 23.IF ANY REQ DURING CO DOCUMENT DAMAGE. NSTRUCTION, IT SHALL BE REPAIRED AND/OR REPLACED IN KIND AND EQUIVALENT SIZE PER THE APPROVED S TO THE SATISFACTION OF THE CITY OF CARLSBAD DEVELOPMENT SERVICES DEPARTMENT WITHIN 30 DAYS OF � � 1i i;},i;.,, cJ. J. ,S,41:i � <., 'I/> "" "" :��:� �t/1 ,. "'t'" �\ -.,�H:..�·u..J � :>,e-. 'Mfo_;.,;;' �� ·Of c�\.\� fxp[(,tjcn . Pitc: 7/30/202, '.lATE NIT!AL j DES!,'}\JER OF WORK i i /1\ --- ------------ REVISIO\ ---�--c �--- ,-----' ' c•-, ·w, ' ,--, --,---�---- - . -.-- ,-·-··-�--- -.. ---,-•c-CT"'�- DESCRll"T:ON n rn·ay ---�· ------- lJ/1. TE --r-··-· --- I\JI l"l/o.L �THER AP PROVAL 0;\ TE INITIAL CITY APPROVAL LOCA TION OF PLAtv' TING RCE REVIE\J'::D lNSf'lC 'LW 11 AS AREA. BUIL T 11 EXP. BY, D/\TE DATE � 2 CITY OF CARLSBAD � 4 PLANNING CIVISION LANDSCAPE IMPROVEli!ENT PLANS FOR: 2465 JEFFERSON STREET ewtIING.J.E��.D mo NOTES APPROVE� PLANNING -•-• �·· --�··' . OWN BY: CHKD BY:11VI/ID BY: "" "'' �' K� KS BO /;h_ J .. ,, " "" "' """' -� " ,_ '' --•-� PROJECT NO. LPC2021-006 CDP2019-0015 "'ltttlz, --� --'-"-"---'" DRAWING NO. 53 1 -3L - SOIL TESTING AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY THE CITY). THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING: a)ORGANIC MATTER CONTENT b)N, P, K c) PH d)EC e)SOIL TEXTURE{SILT, CLAY, SAND) f)RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZATIONS. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. I 24 VER. LIL. 0 (!) I -...__ ____ / / I I / I 17 ARTIFICIAL TURF -SEE CONSTRUCTION PLAN CAR. MAC. �)-----+-------.._ 1 GAL. 1 GAL. @) 6 2-4,CS 1 GAL. e:·� 7' -�) 6' BTH 0 15 1 GAL. O<\DRA\\1NG ALES\TI1l£ 5>iEETS\)OOO(.D1¥l 3/1/2010 MWELO REQUIREMENTS 1.FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCOR 0n°1\TED TO A DEPTH OF SIX INCHES INTO THE SOIL. SOILS WITH GREATER THAN 6% 'IC MATTER IN THE TOP 6 INCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AN, 'G. 2.PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE Th )RMED TO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLA�.IOLES NEED MEET THE REQUIREMENT OF THIS SECTION. 3.THE APPLCATION OF ORGANIC MULCH MATERIALS MADE FROM RECYCLED O" POST-CONSUMER MATERIALS SHALL TAKE PRECEDENCE OVER INORGANIC MATERIALS UNLESS RECYCLED OR POST-CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE. ---·---,:'), ,_'J 0) ::.- .2?' . -- " '· ,,, -"'�, ' ; '-�--.... -...--....., "D ---�� ··r0< ��t� I CIS. PUL. / WAS. FIL. 2 5 GAL. I LOM. LON. / 3 1 GAL. FUR GIG, STR. JUN. GRAPHIC SCALE (IN FEET) 10 5 0MAN� 5 10 20J-i __ �� 1 INCH= 10 FT Exp'r0;jcc Dct\o:7 30 202 \'.( ,: .. r-.:u·-.f,�\· - ·, 1 � • ' "" ! I ! FOR SIDE YARD FENCING AND GATES, SEE ARCHITECTURAL PLANS. SEE NOTE ON SHEET-It 2, REGARDING PLANNING COMMISSION REQUIREMENTS t: •.. l --�------r,c:----□---,-,-----------------• j - -- ----1 :-�_:_.� _____ ,:J_._,-,,;. . :-. __ ·.· __ ...... it_.�"'·,.,::,.-.i _-.. {t ·r-; ,;-< -!' ' • . . I . ?j. 1. - - 1· -. ' .. . . '-: ___ •.,· ._-' ·, --� . _-·_ -, ____ -' , .... . •, ·. -:· .- __, m 'Tl 'Tl m (J) 0 z 6 ROS. ICE. r, -----------j"--�) 1 GAL 4 ASP. ELA 1 GAL ,:._ .. , :ct m . QL m -' '. -I 3 CIT SPP. 15GAL 31 BOU. OOH. �----------, . 1 GAL. 20 5GAL MUH.RIG. © REMAIN E CUT AND MAINTAINED AT 42" ABOVE SIDEWALK APP.RO V[O roR !F?R!GA T/ON A;\/JJ PI.A1\J Tit-JGOf\lL Y, !NCLu1D!NG PREC:tSELOCA T!Otl/ OF PLAf\JTil\JG AREA. // AS BLJIL T 11 RCE __ _ EXP ____ DATE REVl[\,/[D JY: TNSPECTIJR DATE 1 � CITY OF CARLSBAI) �4 l------f--+-----------------!--------;----t----t------1 � PLA NNING DiVISIO� l_____!iJ �=::::....:============---==== 1---------+--+-----------------------,---t--------,-------a LANDSCAPE IMPROVEMENT PLANS FOR: 2465 JEFFERSON STREET t-------+---i-------------�~-----• •----• - . --•--�-----1�--+---------a ;:======c..:•ccc-•-�-ewffl�. ·!'<·;-.NG�.�========1-------+------'-�������-+------t-----------I AP"'ROV�� al g;; 1---------+---,---------------------t--------,-------a �p :::: _ ::: A�=l� ;: IN=G=-=;;:;:;:::::;--;==�======:;;=:::====== REVISION DESCRIPTIOl,J ----1----+---------a DATE , INITIAL DI, TE INITIAL 8THER APPROVAL CITY ,\PPROVAL OWN BY: -��PROJECT NO.DRAWING NO.CHKD BY KS LPC2021-006 531 3L RVWD BY: BD CDP2019-0015 - - NAIL TO STAKE WITH ---DOUBLE HEADED NAIL �� 6"MAX TREESTAKE---2-1/2" DIA. X 1 O'TREE TIES (2 MIN. PER STAKE) CONCRETE IMPROVEMENT 2% 2% ------ ROOTBALL PERFORATED '• .. :.·-�-.-:·. •.. . � ., ' . .':� ·-· ' :. ·•'" .. 4" P.V.C. PIPE � WITH 4" P.V.C. -'i,--'->fr;--"''-==DRAIN PIPE GRATE 12" DIA. 2 X ROOTBALL WIDTH 6" BERM FOR WATERING BASIN �--FINISH GRADE PLANTING TABLETS SET 3" BELOW GRADE PLANTING BACKFILL ROUGHEN SIDES AND BOTTOMS PLANTING BACKFILL BASE (PUDDLE AND SETTLE PRIOR TO SETTING TREE) PEA GRAVEL @ TREE PLANTING AND DOUBLE STAKING DETAIL A WITH DRAIN NO SCALE CD SHRUB OR GROUNDCOVERPER PLAN. @ ON-CENTER PLANT SPACING PER PLAN. ® @ 1/2 OF THE ON-CENTER PLANT SPACING PER PLAN. @ EXISTING HARDSCAPE, PLANTER ETC. (WHERE OCCURS PER PLAN). PLAN 4 ©1--_G_R_O_U_N _D_C_O_V_E_R_S_P_A_C_I N _G_D_E_T_A_I LNOTTO SCALE C:\DRAllfflO Fll.£S\TI11£ SHIDS\lOOOCDW!l 3/1/2016 f-LUw � g:_ ) (Jj}J .. ' 4· ,i' ?;I ., � -fft./ .. PLANTING TABLETS SET6" BELOW FINISH GRADE NOTES FROND DETAIL TO BE TIED PRIOR TO PLANTING WITH ORGANIC TWINE. ,v<J-----PALM TRUNK TO BE PLUMB (VERTICAL) 2X ROOI BALL WIDTH �-6" BERM FOR WATERING BASIN SOIL AREAS ONLY FINISH GRADE 1.ALL BACKFILL TO BE WATER JETTED DURING PLANTING FOR MAXIMUM STABILITY.2.CONTRACTOR SHALL SET TREES 2" ABOVE SURROUNDING GRADE AND DRAIN AMIN. OF 2% AWAY FROM TREE.®J--_P_A_L_M_T_R_E_E _P_LA_N_T_I N_G_D_E_T_A_IL NO SCALE LANDSCAPE TO BE PROPERTY LINE TYP SYM. I MAINTENANCE RESPONSIBILITY EXHIBIT SCALE: 1" = 30'-0" er, 1 TOP OF CURB, RAISED PLANTER, OR PAVING FINISH GRADE AT EXISTING SLOPE (WHERE APPLICABLE) SHRUB ,---FINISH GRADE AT SLOPE AREA (WHERE APPUCABLE) ,;--- WA TERI NG BASIN (SEE SPECIFICATIONS) FINISH GRADE ...J...J <(J:CTl ·.□ .. ·.;;.;.:_J.-----PLANTING TABLETS: ti: b ROOTBALL wo Cl 0-:: I� 2 X ROOTBALL · I SET 3" BELOW FINISH GRADE PLANTING BACKFILL (NATIVE OR NON-NATIVE; SEE PLANTING NOTES) © SHRUB PL ANTING DETAIL C -------No SCALE AP.P ROVED FOR !RR/GA TIO11J A/\lO 1°LANT/1\/GOt-,JL Y, /1\JCLUD/f\JG PREC/StLOCA T/O.f\l or PLAN TING A.REA. RCE __ _ EXP, __ _ REViEwED BY, INSPECTOR DATE DATE SHEETS 14 ____ e----+---+------+--______.., � CITY P L?NE�G���0¼SBAD 1------t---------ji ::;L=AN:::D==s=c::..,AP==E===IM:::P:::::R=o VE::;;:M:::::EN:::T::::::::::P::::LA:::::N:::S=F==, O:::::R=, ===-=== 2465 JEFFERSON STREET ..... PlANTING . DETAI ·f----t--1 APP ROV� df GT �_ 3..!n/�1� I1----+---,--------------+---+--t---t----t ::;P := LA:::::N =: N ;:: IN:::::G =::::;:;;:;:::::;--;::===�=�====;:;::======;· OWN BY: --=-� PROJECT NO. DRAW ING '10. DA TE INITl1\L OESIG�ER OF WORK[xoirntion llota, 7 30 202 REVISION DESCRIPTIOt� DI, TE INITIAL Ol1JE', APPROVAL DA TE , INITIAL CITY APPROVAL CHKD BY: ___J{s_ LPC2021-006 531 3 L "VWD BY: 80 COP2019-0015 -