Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
DWG 534-7L; LPC 2022-0013; HIGHLAND 5; 01-12
CITY or OCEANSIDE :>a \ PAC.IFC \ CCEAN l \ GA / ____r ft VE \\ I CITY OF ENCINITAS VICINITY MAP NC SCAL:. DEDICATED 1" LANDSCAPE---.. POTABLE WATER METER. 1.5" BACKFLOW PREVENTER. IRRIGATION AS-BUILT NOTE: SEE SHEET 2 AND 3. VEHICULAR SIGHT _...-,?-::.----- TRIANGLE IRRIGATION AS-BUil T PLANS ARE REQUIRED TO BE SUBMITTED TO THE CITY AND SHALL BE PREPARED AS REQUIRED BY THE ENGINEERING AND PLANNING DIVISIONS. THE FINAL PLANS SHOULD BE PREPARED BY THE LANDSCAPE ARCHITECT FROM DIMENSIONS PROVIDED BY THE CONTRACTOR. FINAL AS-BUILT PLANS SHALL BE DRAFTED CLEARLY TO THE SATISFACTION OF THE CITY, AND FINAL AS-BUil T PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY PRIOR TO RELEASE OF SECURITIES. w > Ct'. 0 0 z <( _J I (:) I DRAWING INDEX· . LANDSCAPE CONSTRUCTION DOCUMENTS FOR: SHEET TITLE SHEET NUMBER 2908-2924 HIGHLAND DRIVE r---RETAINING WALLS PER CIVIL ENGINEER ! -··· ---.•.•. ·-·· .,. ''1 LCi) I I ~-PROPERTY LINE ~i--12'-6" EASEMENT FOR VEHICULAR ACCESS AND PARKING I Tl TL£. 511£.[T L-1 !,'<RIGA TICJN Pl ANS L-2 TO L-3 ----------.. --- iF<.RIGA T/ON DETAILS L-4 TC L-5 /,"?RIGA T/C!N NC TFS L-6 --- PLANTING PLANS ANO LEGENDi L-7 TO L-8 PLANTING DE /AILS & NO IFS ' L-9 --__ , ________ ,,,_ ------~ WATER MANAGE.ME.NT PLAN L-10 FENCE PLANS L-11 TO L-12 TOTAL NUMBER OF S!l[[TS 12 S' 'e-c·~s h,._L J DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF' WORK F'OR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF' THIS PROJECT AS DEF'INED IN SECTION 6703 OF' THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF' PROJECT DRAWINGS AND SPEC/F'JCA TIONS BY THE CITY OF' CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF' ENVIRONMENTAL HEAL TH JS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES F'OR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONF'ORMANCE. WITH THE. APPROVED LANDSCAPE CONCEPT PLAN, WA TE.R CONSERVA T/ON PLAN, F'IRE. PROTECTION PLAN, AND ALL CONDITIONS OF' APPROVAL RELA TE.D TO LANDSCAPING. Br ft l. PH ( .J)M__) ..,3,::c45"'--1i.::r.49s,e9c...._ ____ _ REGISTRATION NO: 4704 EXP/RATION DA TE: --'-'9!-'--30""/2'-'-02'--4 ____ _ WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS P A IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN EM THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. BY: SIGN R PE.NALTY OF PERJURY PHO NO: (.JlM__) _e3""'45!:1·1.:,;49,,,_9 _____ _ REG/STRA TION NO: 4704 EXP/RATION DA TE: _.,c9!""30ec:l2::.,c02""4 ____ _ BACKFLOW PREVENTER TESTING: ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND BY CALLING (442) 339-2722. INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF WORK, OR THE LANDSCAPE ARCHITECT OF WORK'S DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "CERTIFICATION OF COMPLETION" FORM. E-MAIL THE FORM TO: bp@dugmoredesignstudio.com. TO MAKE A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY, CALL (760) 436-7327. PRIOR TO BEGINNING LANDSCAPE WORK: THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE DESIGNER OF WORK SHALL REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. MAINTENANCE RESPONSIBILITY EXHIBIT [llll]HOA MAINTAINED (6,011 S.F.) '---PROPERTY LINE APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLAN TING AREAS. ~PRIVATE HOME-OWNER MAINTAINED (5,394 S.F.) 0 KEYMAP N.T.S. AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA "AS BUILT" RCE __ _ EXP.----DATE REVIEWED BY: INSPECTOR DATE 1 I SHIEET 11 CITY OF CARLSBAD l----+--+----------------1----+--+----11-----I _ PLANNING DIVISION l-----+--+----------------1------1----1------ll-----1 l----+--+----------------1----+--+----11-----1 LANDSCAPE IMPROVEMENT PLANS FOR: HIGHLANDS 2908-2924 I-IIGlILAND DRIVE TITLE SHEET l----+---+-------------+----+---11---+---I I APPROVED:A ~ 1-----t--+----------------1------1----1------1~---1-;::::P:=LA::::N:::::N::::::IN:::::G::::===:;-;::=~=======:;-;::::===~ OWN BY: tp64/zJ DA TE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: --- RVWD BY: PROJECT NO. DEV2021-0035 LPC2022-0013 3rd CD REVIEW DRAWING NO. 534-?L 933 l l I-w w I (/) w _J I- I- ..... I _J IRRIGATION LEGEND SYMBOL MANUFACT. MODEL NO. / DESCRIPTION DETAILS SHEET# ~ 10 P.O.C. DEDICATED DOMESTIC 1" WATER LANDSCAPE METER PER CIVIL . ' ' mlJ!l/ij/~1ij1Ji1Hf!fFmw7fG'PTJ[(D)vmmr--s---sr--a--; ___ ;;;:fi;i::;;;:§;;=§;;;;;==s1;;;;ci~~~Qr:;~c~i~;;;;;;El=-li ;.;;:;;;;;lil=~ r-;;;;;;El=tJ=.::::::El;ii=%==1 ;=::::S:=~~:Si:!~~ , -w ---vfi!/1; I I I;/ /l!; 11 □ , ., I / /; / / I; I I I; I !/; I [§] FEBCO 825YA 1.5" BACKFLOW PREVENTION ASSEMBLY FOR HOA MAINTAINED L-4 3/4" FOR PRIVATE LOTS. (3/4" FOR PRIVATE LOTS WILL B_EDC BACKFLOWS) L [El WILKINS PRESSURE REGULATOR SET AS NEEDED IF M L-4 STATIC PRESSURE IS MORE THAN 80 PSI. w j 1 $ j, I$ f !11 1/fjl/:f.:l;)!f,IU I □ LINED --tt-/-.1./ / 1111; /1 /; I /;11;1; ( i ' I t 1.5" BACKFLOW PREVENTER -- (SEE IRRIGATION LEGEND) [X8"[5VC,0 / SCW[R Prn DWG 103-3 BIO-BASIN /, / / I r I; I = I I I /I; ✓ I I; I 11 ~ 0 1 I ( 1/ I I w > -c::: Cl Cl z <( ...J :r: C) :r: (;/l/////1/;/l/!jij/l/ 1 ~ I 1/1/11;/l;fi I I ; I; ;1; I;/ 1HH+++H"1-· ii I /1 / l;d .1 U#I-Ul+H'/1fM-lY! I ¥; I /1 /1 ~ I I I I I /11 I IUf:f'::~::::"f:i,..;..:~::.;...1-:.f-i::-:_:~:Wm i/1, I . . . . . ..... . . . . . . . . . ·. ·. · ... _ ....... . !'I; I /;1; I ~I I II I/; i11/;/1//!; I • . I; ;; I;; I; I; I; l/;!1 I/ / 11 I I I; I /1;0 I I; I; I/!/// /l( I I;; I; 11; ; ; I; I /I;/ ; i~1 I; I; ij;/1 I; 0 / l/111 I; l/111 I; I; I !;I;/ l/;l!;/l//,!1 'r#f:#HI I ; I ; I /r,Jt:;i,j~ I I I / I I ; I I I f I I ; I lll11P RING ' 0 DRIP RING I ;;:J DRIP A-8 " ·-1 l.93 RIP I I ... l-·-·· '"" "''°~'"""'""'M;,4sM~ --·· ' I I ' ' I I ... 1 LOT 5 ! I 1-1 l __ _l -·-1 1 .... .1 --~ .. 11; /111 '1 II I; I/; I; I i'O-H'YI I I; I I;; I ; : J ... --.•······-····-·-··-····-tLtl ____ ./" ' i' ' I 7 ' ' ./ ---,1 L •' L. ___,, .: '.' / / / I I I l1i H+l+HftJ!i ! . /;f 7,'.?JY / I ,/ -;:;.· ',. / / / INSTALL N[W Tff AND . THRUST BLOCK PE.9 W-17. REPLACE AC FROM JT TO . JT FOR Tff INSTALLA nDN 1" JRRIGA TION WATER METER AND 1.5" HACKfL0/1 PER LANDSCAPE PLANS PER iJl-3 & W-6 FX. SS 1/H TO RE REHABILITATED PER CITY OF CA,~LSBAD STANDARD S ; & S 1A i,IM 158.5 IE 148.1 ' "' u' / \, LINED / · BIO-BASIN/ •. "' . :-s~ \ ~ LINED-~ BIO-BASIN "' 3/4" CONNECT TC tXISTINC WA TcR MAIN. RFIIOVE ACP FRCM JT _ TO JI AND REPLACE WITH PVC AS REQUIRED LRWOVE PND ,qfPLACE EXISTING WATER LATERALS WITH 1" LA TERA' AND"BACKFLOWS PfR W-5 1" -~------... 3 ...... , 4 ·1-,· ..,.Ir-. w=11 ~:~ 11 ~~~ 11 ~~ 11 ~~~ I -..-0~ 7.04 3.86 3.0 5.0 SUBSURFACE IRRIGATION NOTE: 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. SPRAY HEAD NOTE: WHERE SPRAY HEADS ARE PROPOSED, ONLY POP-UPS SHALL BE USED IN THE RIGHT-OF-WAY AND WHEREVER WITHIN 10' OF ANY HARDSCAPE, TURF, OR OTHER AREA WHERE PEDESTRIAN TRAFFIC MAY OCCUR. OR P DRIP DRIP DRIP RING DRiP RING , 3/4" 0 '--PROPERTY LINE AT LEAST T\AIO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA LJ.J I Cl) LJ.J Cl) I LJ.J z -_J MP ROTATOR 800SR MP ROTATOR 1000 [g HUNTER PRO C · 900 9 STATIONS PLASTIC CABINET AND ET MODULE FOR ET SYSTEM. -·- 1c21 HUNTER PRO C · 1200 12 STATIONS METAL PEDESTAL AND ET MODULE FOR ET SYSTEM. B GRISWOLD 2230E MASTER VALVE 1.5" ® HUNTER FCT-100 FLOW CLICK SENSOR ►◄ WIBCO/WATTS BTU-V-SERIES BLOCKED TRUE UNION BALL VALVE, LINE SIZE, IN VALVE BOX. ------- ® HAMMOND 1" HAMMOND HQ144AW QUICK COUPLING VALVE LASCO OR EQUAL SCH 40 FOR LATERAL PIPING SET 12" BELOW GRADE ----------LASCO OR EQUAL SCH 40 11/2" MAN LINE PIPING SET 24" BELOW GRADE RUN EXTRA WIRES AT THE END OF MAINLINE -------I.ASCO OR FQUAI SCH 40 FOR SLEEVING (2X DIAMETER PIPE) ------- ---8 END OF MAINLINE ~ ® HUNTER IBV MASTER VALVE 1" NOT SHOWN AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) ------ NOT SHOWN AS APPROVED ORI-SPLICE DS-100 AND 300 SEALANT WATERPROOF WIRE CONNECTOR ----., ' IETI HUNTER ET-SYSTEM W/ SOLAR SYNC & MODULE FOR USE WITH PCC CONTROLLER --------------- [§ N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD Q H TQ F GPM RADIUS PRECIP. RATE DETAILS .16, .32, .37, .56 8'-6' FT 0.8 in/hr A ~ ~ ~ . .19, .37, .57, .75 14'-8' FT 0.4 in/hr A .40, .74, 1.10, 1.47 20'-15' FT 0.4 in/hr A D.E L-4 D . L-4 : 0 L-4 . N L-5 . N L-4 K L-4 F L-4 F L-4 G L-4 -------- - 0 L-4 C,D,E,F L-4 C,D,E,F L-5 p L-4 . SHEET# PSI L-4 30 L-4 30 L-4 30 ~ ~ ~ . '----·-········· . ----r----------!--------+-----1------+------+-----+----l MP ROTATOR 2000 .86, 1.82,2.73,3.64 30'-22' FT 0.4 in/hr A L-4 30 l!] ~ 1111111 ■ --------+--------+---=c~c=-+------+-----1------+----l MP ROTATOR 3000 5'X15' FT MP ROTATOR STRIP fr='j B .22, .44 5'X30' FT 0.8 in/hr A L-4 30 ICV REMOTE CONTROL VALVE ~ 2 GPM-40 GPM J L-4 30 1~tmffff;t,r/1T11--------····' -·-.. ---···--··········· .. ················--············ +·························· I il .__ ________ _L _________ _;__ _____ ___L ____ __Ji_ ____ L._ ____ ..1__ ____ ...l_ _ __J DRIP SYSTEM LEGEND SYMBOL MANUFACT. MODEL NO / DESCRIPTION HUNTER ICZ-101-25-LF DRIP CONTROL ZONE KIT. 1' ICV GLOBE VALVE WITH 1" HY100 FILTER SYSTEM. PRESSURE HUNTER REGULATION: 25PSI. FLOW RANGE: .5 GPM TO 15 GPM 150 MESH STAINLESS STEEL SCREEN. , HUNTER MDCFCAP DRIPLINE FLUSH VALVE CAP IN HUNTER COMPRESSION FITTING COUPLER HUNTERARVOSO 112•· AIR RELIEF VALVE, MADE OF QUALITY HUNTER !RUST-PROOF MATERIALS, WITHA6.0" DRIP VALVE BOX (SEB 7XB EMITTER BOX). USE WITH INSTALLATION BELOW SOIL THE VALVE WILL ALLOW AIR TO ESCAPE THE PIPELINE, THUS PREVENTING WATER HAMMER OR BLOCKAGE. DETAILS G B,H A t------'---~----------------1-....... _,_ 1---------~---·-·-· .... MANUFACT. MODEL NO.) DESCRIPTION j.._ ____ ------T ,....... . .• rT/21/J HUNTER 0 HUNTER AREA TO RECEIVE DRIPLINE RAIN BIRD HDL-06-18 HDL SUB-SURFACE PRESSURE COMPENSATING DRIPLINE. 0 6GPH EMITTERS AT 18.0" O.C. DRIPLINE LATERALS SPACED AT 18.0" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. UV RESISTANT. DRIPLINE (DOUBLE RING) HUNTER HDL-06-12 (12) HDL SUB-SURFACE PRESSURE COMPENSATING LANDSCAPE DRIPLINE. 0.6GPH EMITTERS AT 12.0" O.C. DRIPLINE LATERALS SPACED AT 12 O" APART. I NOTE: ¾" FOR PRIVATE LOTS WILL BE DC BACKFLowsl DETAILS J,K,L M SHEET L-5 L-5 L,5 SHEET L-5 L-5 NOTES: AUTOMATIC IRRIGATION SYSTEM CONTROLLERS FOR LANDSCAPING PROVIDED BY THE BUILDER AND INSTALLED AT THE TIME OF FINAL INSPECTION SHALL COMPLY WITH THE FOLLOWING: 1-CONTROLLERS SHALL BE WEATHER OR SOIL MOISTURE- BASED THAT AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE TO CHANGES IN PLANS NEEDS AS WEATHER CONDITIONS CHANGE. 2-WEATHER BASED CONTROLLERS WITHOUT INTEGRAL RAIN SENSOR OR COMMUNICATION SYSTEMS THAT ACCOUNT FOR LOCAL RAINFALL SHALL HAVE A SEPARATE WIRED OF WIRELESS RAIN SENSOR WHICH CONNECTS OR COMMUNICATES WITH THE CONTROLLERS. SOIL MOISTURE BASED CONTROLLERS ARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT. PSI 30 30 APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" 0 10' 20' 30' MAINLINE AND LATERAL LINES SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES (TYP). RCE __ _ EXP. ___ _ DATE REVIEWED BY: SCALE: 1"=10'-0" INSPECTOR DATE 1----1--+------------l----l---+--,i...__---11 s~ET II CITY OF CARLSBAD . PLANNING DIVISION t---+--+---------------+---+---1---1-----1 LANDSCAPE IMPROVEMENT PLANS FOR: HIGHLANDS 2908-2924 HIGHLAND DRIVE APPROVED: PROJECT NO. l----+--1----------------1----l----l----l-----1 ~P:::LA;:N=;N;:IN::::G:::::::==::;-;::========;,====:::; f-;D""A"'TEc-+c:clNc=ITlcc:AL-+---------------+--+---+---l-----1 DWN BY: ---f--DA_TE_~I_NI_TIA_L-+-_DA_TE_'--IN_IT_IA_L-1 CHKD BY: __ DRAWING NO. DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: DEV2021-0035 LPC2022-0013 534-?L - 1::i-I I I I I I /4", I /4", ' " 3/4", -' I SPRAY 3 1" 3.33 SPillAlr --~ DRIP RING \ ·1 ';1 11 g II -- \._ ~-PROPERTY LINE -- l J l ' - , __ J l - I I l I --- l [[]IQJ LOT 2 lfil DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA l l l l I \'\DSC /),,N,--~,1,.11 l /FO~ ~ .., I>) NOTES: IRRIGATION MAINLINES SHALL BE LOCATED OUTSIDE OF STREET RIGHT-OF-WAY. PIPE BETWEEN METER AND BACKFLOW PREVENETER SHALL BE "SCHEDULE K HARD COPPER". MAINLINE AND LATERAL LINES SHOWN WITHIN PAVING FOR CLARITY ONLY,.ACTUAL MAINLINE LOCATION TO BE A MINIMUIVI OF 18" OFF *Ji5)CENT HARDSCAPE AND OTHER OBSTACLES CONTRACTOR SHALL GANG ALL REMOTE CONTROL VALVES. THE RCV SHALL BE INSTALLED WITHIN PLANTING AREAS. NOTES: IRRIGATION SYSTEM WITH POTABLE WATER ONLY. PIPE SIZING CHART DIAMETER SCH40 314" 10GPM ___ ,,,,. 1" 12GPM ------------·-- 1-114" 22GPM 1-112" 30GPM NOTE: MAXIMUM ALLOWABLE DEMAND FOR ALL LATERAL LINES IS 18 GPM. PRESSURE LOSS CALCULATIONS-WORST CASE SUBSURFACE IRRIGATION NOTE: 0 Generated: 2022-07-19 14:23 P.O.C. NUMBER: 01 Water Source Information: Proposed Meler Per Civil Eng. FLOW AVAILABLE Water Meter Size: 1" Flow Available 37.5 GPM PRESSURE AVAILABLE Static Pressure at POC: 84.00 PSI Elevation Change: 5.00 ft Service Line Size: 2" Length of Service Line: 20 ft Pressure Available:78.00 psi DESIGN ANALYSIS Maximum Station Flow: 1D.93 GPM Flow Available at POC: 37.5 GPM Residual Flow Available: 26.57 GPM Pressure Req. at Critical Station A-8: 33.02 PSI Loss for Fittings: 0.64 PSI Loss for Main Line: 6.41 PSI Loss for POC to Valve Elevation: 0 PSI Loss for Backflow: 11 PSI Loss for Master Valve: 2.4 PSI Loss for Water Meter: 0.4 PSI Critical Station Pressure at POC: 53.87 PSI Pressure Available:78 PSI Residual Pressure Available: 24.13 PSI POINT OF CONNECTION NEW 1" WATER METER (T.B.V.) STATION NUMBER 0+13.31 SERVICE LINE SIZE 2" ELEVATION 164.0 STATIC PRESSURE 84 PSI-VERIFY IN FIELD PRESSURE REG. SET AT: 78 PSI PEAK FLOW STAT A-8 = 10.93 G P.M. CONTROLLER "A" TYPE: HUNTER PRO-C-1200 STATIONS AVAILABLE 12 STATIONS USED 11 10' 20' 30' 40' SCALE: 1"=10'-0" I 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. SPRAY HEAD NOTE: WHERE SPRAY HEADS ARE PROPOSED, ONLY POP-UPS SHALL BE USED IN THE RIGHT-OF-WAY AND WHEREVER WITHIN 1 O' OF ANY HARDSCAPE, TURF, OR OTHER AREA WHERE PEDESTRIAN TRAFFIC MAY OCCUR. CONTROLLER- STATION NUMBER VALVE SIZE GALLONS PER MINUTE (GPM) X y z APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DA TE I SHJEET 11 CITY OF CARLSBAD 1-----+--+----------------+----+---t----+----1 . PLANNING DIVISION 1-----+--+----------------+----+---t----+----I 1-----+--+---------------+---+--+-----+---1 LANDSCAPE IMPROVEMENT PLANS FOR: HIGHLANDS 2908-2924 HIGHLAND DRIVE 1---+---1------------+---+----+---+---1 I APPROVED~ i £;. .. ,. 1-----+--+----------------+----+---t----+----1 ~P:;LA;=N=;N;:IN:::G::::::::==;-;:=========;;=::=::::::::=~ DWN BY: ---PROJECT NO. DRAWING NO. CHKD BY: --DEV2021-0035 534-7L RVWD BY: LPC2022-0013 REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DA TE INITIAL DESIGNER OF WORK A G M R CD Fl~SH GRADE (}) MODEL MPR4-0-04-CV Q:) LATERAL TEE OR Ell CD LATERAL PIPE Q) HUNTER SWING JOINT MOGEL SJ-5XX·X I > I CD MP ROTATOR SPRINKLER 'le-----m=;l"I Z"?'."x"5f?'."?'{ .".'<-,">t\ .'"/'<->"."-~.,:,,,,"""'"'"'""'·""=--=--""·rT: 1""!-' >, u v, fu•, ,•J•, ,v·, / "'""'"'"•"'"''\-t-..' •, U_ ,;:±-----------'.f1 ~~-1 ~i -----r1\ X ,& x 5 X _,_1_,1::. ~J __ ,,,_ x \,-'X ,, . :<,; / . ..---c · . .:_:___.J;ll.,i;';'-~; _,/ -/-12· 1. HARDSCAPE ( TYPICAL) 2. CLEAN BACKFILL· 90% COMPACTION REQUIRED« SEE SPECS 3. SANO ( TYPICAW 4, NON-PRESSURE LATERAL LINE/ SLEEVE ( SIZE PER CHART) 5, CONTROL WIRE SLEEVE ADJACENT TO MAINLINE SLEEVE ( SIZE PER CHART) 6 PRESSURE SUPPLY LINE/ SLEEVE ( SIZE PER CHARl) NOTES: ALL SLEEVES TO BE SCH 40 PVC. SIZE ALL SLEEVES PER SLEEVING CHART ON PLANS. EXTEND SLEEVES 12" BEYOND EDGE OF HARDSCAPE ON BOTH ENDS-RECLAIMED WATER SLEEVES TO BE MINIMUM 42"-48" DEEP ( OR PER WATER DISTRICT STANDARDS) WHERE APPLICABLE. SLEEVING ' > -·,J~Cx)::::,~:7'r, ~,...". f_::,<~f-,-----(~) ,,.':'J--Q(J>~i Co:<t'r'-_,-, \_ '· \.1 lc---'-....-·Y-.£ 7r---,,_; -(.;--, {:\_, c::'.'\.f,_>. _{ •-•::•-;_::: )::'de --------------.../\.!) 1. 10" ROUND PLASTIC VALVE BOX WITH LOCKING UD 2. HEAT BRANO BRAND "PR" ON LID IN 2" HIGH CHARACTERS 3. rlNISH GRADE 4. 3/4" CRUSHED ROCK -4" DEEP 5. PRESSURE REGULATOR PER LEGEND 6. COMMON BRICK -4 REQUIRED 7. PVC MAINLINE FROM POC-PER LEGEND 8. PVC MAINLINE TO SYSTEM« PER LEGEND 9. VAL VE BOX EXTENSIONS Af3 REQUIRED .. 112" IN TURF AREAS. 2" IN SHRUB AREAS PRESSURE REGULATOR ,.v -----------·--- l r.\ HUNTER PLIJ.XX-XX-XX \.Y DRIPLINE TUBING '---..,---.. \ y {I) PLO-TEE 17mm BARB,:BARB @MULCH G) RNISHED GRADE © PI.D-BLNK Q) ~4'FPTTEE (D LATERAL PIPE Q) PllJ.075314' MPTxBARB START CONNECTION ABOVE GRADE CD FINISH GRADE 121 MODEL PGP ROTOR HEAD '-' WITHCHECKVALVE (3) 314" MARLEX STREET ELLS ( 3) '-" (D SCH 80 NIPPLE (Ii LATERAL TEE OR ELL (6_) LATERAL PIPE B PGP ROTOR HEAD 1 fOTA.'"ESHALLHAVEAMM TH,'CK RED LETrERS 011/ S/Lv'ER BACKGROUND. FROM PAUL POTTE"i, GALP/CO, CR EQUAL. 2 All .Cf PE ANDC.'Jfl/ROL WIRE UNOER PAV[MENT S1-IALL [![ /N$TAU..[D IN A P,V,C, SLEEVE PER THE IF<RJGAT!ON SPEC/FICA ;JONS J BACKFILL MA. if:RIAL Sf-:'ALL BE COMP4CrED TO A REI.AT/VE COMP4C770!1i CF9C% /,l{Nf/,WM G 4 PRESSURE MAINLiNE SHl,LL BE !NSTALL[D ONA G" SAND BED AND COVERED BY A 6" OF SAND PRIOR TO /lfJY OTHER BAt,'l<fXL M4 TEP!Al 5 ALL PRESSUR[ ,IMiNLiNC $/iAll BE WRAPPED \\'1/DETECT/ON WIRE 6. ALL PIPE UNDER STREET & PARKING LCT o,.; 'l!NG SHALL BE !N SCH 4[l PVC SLEEVE ANO SEALED AT 80 fH ENDS. CD PAVfNG 0 LATERAL UNE (fN SLEEVE) ® MAIN LINE (lN SLEEVE) 0 CONTROL WIRES (IN CONDUrT) ® BACKFILL (SEE SPECIFICATIONS) ® 3n WIDE RECYCLED WATER WARNING TAPE 0 SEE NOTES BELOW .'1 MfN. P/.r-E COVERAGE A/ PRESSURE UNES -LESS THAN J" IN DIA 118' COi/ER -3" T051!2'fND.'A i24'COVER -5"0RGREATERINDl4 /36'CO'IER B)lATERAL LINES· 12'COVE.'s 8 S~EEVES UNDER ROADS -5' OR LESS IN DIA. i 36" CCVE.'s -GRATER Ti/NJ 6' IN 014 148" COlrn SCHEDULE B'J PVC 9 S~EEVi:SUNOERPAv/NG(NONRC!ADS) • LESS TH4N 3" IN DIA I iS' COVER 3" TO 5112" fN D.'A / 24" COVER -S"ORGREATERINOIA 136' CO'!ER SCHEDULE 41J PI/C 10 E~ECTRJCAL CO','OU/T_ -24" DEEP -ELECTR.ICAL CONDUIT SHALL BE 24" DEEP NOTE: NO OTHER GRADES ARE ALLOWED IN /RR/GA TION TRENCHES H SLEEVING UNDER PAVING CD BLOCKED TRUE UNfON BALL VAL VE SCH. 80 r,'.;\ t''AL VE BOX -PURPLE COLOR \!;) TOPUD TOBE ENGRAVED WITH 'BV' ® FINISH G.SAOE 0 SUP END CONNECTORS SUPPLIED WITH VALVE ® PVC MAINLINE-SEE IRRIGATION SPECS. FOR PIPE DEPTH N s BALL VALVE CD MODEL HCV-XX~XXM 0 SCH 80 NIPPLE CD ANISH GRSDE (I) SCH 40 THREADED COUPLER SWINGJOINT f?1 HUNTER FRO~LEX' TUBING, \V HSBE-050 ELBOWS I~ , & MAqlEX SlREET ELBOW I 1) @ LATERAL TEE OR Ell (D LATERAL PWE HCV CHECK VALVE ® PEA GRA VEL.2" OEPTH 0 4" WIDE BRICK SUPPORT, Orv£ PLACED AT EACH CORNER ® 4'MIII, 6"MAX. ® VARIES -SEE JR.RIGA TlON S.PECS FOR BOX TOP HEIGHT C HALO-SPRAY ON STAKE I. l!J TAPE SHALL HAVE if MM T!,'ICK RED Lt:"TTERS ON Sil VEq 84CKGROUND, FROM PAUL POTTER. GALP/CO, OR EQUAL 2. ALL P!PEAND CQ,lffRCL WIRE UNDER P4VEMENT SHALL BE INSTALLED IN A P, V.C. SLEEi/E PER TffE i'RRIGA T/ON SPECfF/CATfONS, 1 BACKl=fU MATERIAL SP.ALL BE COMPACTED TO A RELATIVE COMPACTION OF m M!!J.IMUM 4. pqESSURE MAINLINE SHALL BE INSTALLED ON A 6'SAND BED AND COVERED BY A S""OF SAND PRIOR TO ANY OTHER BACf<f'ILL M.I\ /ERIAL 5, ALL PRESSURE MAINLINE SH,All BE WRAPJO'ED WI DETECT/ON W!RE G ALLPIPEUNDCRSTRITT8PARKING LOTPA\l/N<JSHAU BEIN SCH. 40PVC SLEEVE AND SEALED AT BOTH ENDS. CDHUNTER HALO-SPRAY H&ll-STK (I) MICRO SPRAY ST AKE CD POLY TUBING G) TOP OF MULCH @ FINISH GRADE @DRWLINELATERAL Fil','ISHGR4DE LA TEKAL UN£ (SIT SPECS I PRESSURE JRRfGATION M4/Nll.'.E' IN PURPLE ,r-vc CONTROL WIRES IN PVC SLEEVE (SEE SPECS) CLEAN. COMP4CTF:D BACKFILL 3" W/Dtc WARM'NG TAPE UNO/STU,'sBED SOIL SA,\JD BEDDING MATERIAL J• WIDE RED MARKER '!APE Ov'ER CONTROLLER W.'RES 7 MIN. PIPE COVER4GE A) PRESSURt: UNES: -LESS THAI\' YINOIA, i1B"CDVER -J· T051i2"!NDIA 124' C011£R -6"C!RGREATERINDIA /38'CCVE'i 8) L4TERAL LINES: 12'CO\i£R 8. SLEEVES UNDER ,'iOADS, -6' OR LESS IN DiA. J 36"' COVER -GRATER THAN 6' IN DIA i 48" COVffl SCHEDULE 80 PVC 9. SlffVES UNDER F'Jl ViNG (tlON ROADS)· -LESS THAf\' 3" IN DfA. i 18" CCV£,<, -3' T05 T.'2" !NOIA 124" COv'ER -6'0RG,'<EATERINDIA !36"CCVE.'< SCHEDULE 40 PVC 10. ELECTR.'CALCONOU!T. •24"DEEP NOTE: NO OTHER GRADES ARE ALLOWED IN IRRIGATION TRENCHES TRENCHING ~------FINISHED GRADE IN TURF AREAS ~-----CONCRETE RECTANGULAR VALVE BOX WITH NON-HINGED CAST IRON COVER. BOX TO BE: PLACED AT RIGHT ANGLE TO HARDSCA.:iE EDGE. PAINT "Ml/' AND CONTROL STATION #ONTO LID. -MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. i1"ir"~-2"@G,C.-1"@TURF. l~='s,,,,=""'===,,;;\.~--FINISHED GRADE IN SHRUB AREAS l='cl 11---,1 I 4"MlN. ~-· m««((((n'(((iW(«~ .1~w~u-: ---, 36"WIRELOOP --VALVE ID TAGS NOTE: PVC SCH 40 FEMALE ADAPTER. 2 REQUIRED -----PVC MAINLINE i=IJPE FROM BACKFLOW PER SPt:CS. USE 45 DEGREE Ell.S TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE MASTER VAL VE ASSEMBL V. 0 MASTER VALVE (])MULCH (I) FINISH GRADE (j) GRATED CAP r., HUNTER0.25 or0.50 GPM PCB \:!J BUBBLER OR HALO SPRAY f?1 HUNTER HCV CHECK VALVE \V (OPTKlNA~ r,;--. PATENTED STRATA ROOT \!I SYSTEM "°' HUNTER SWING JOINT \V I OPTKJNAI.) @ LATERAL TEE OR ELLl'IPE @ ROOT INlRUSION BARRIER NOTE IMSTAll HUNTER FILTER FABRIC SLEEV[- 0 L'JU coo5888 Qc:it:IC:CJO:::JQ□D □□□C:r.tO::JQOt:J nnorou::ir_100 IRZWS-SLEEVE ~-. ~ -·-,)_' \ __ /-----l □□□coo::::i□□o LlDDC rlLJ,_JL.IL.JU T \ ,.,---....._ \ 1y .,,.,,,.. ,.,--,, / I 19 / \.:_/r-------"-· --l· 888E8B5Bfs/5 000EBEl§88B O::JOOCJ 000 I JI JI I " 00 :::ID□□ t:tJtJ:J□DC □C'.l□CD □:::Jt:JOO WATERING SYSTEM 18" AND36" ROOT ZONE D J 11, MINIMUM QEARANCE , 1) FOR DOOR OPENING . -{2) (2) MODELPCC-1200ANDPCC-900 ·Nore· CONTROL WIRE IN ELECTRICAL (3) CONDUIT. SIZE AND TYPE -· PER LOCAL CODE ELECTRICAL SUPPLY CONDUIT. CONNECT TO POWER SOURCE, J BOX INSIDE CONTROLLER. 11 STATION MODEL CONTROLLER. MOUNT CONTROLLER WITH LCD SCREEN AT EYE LEVEL CONTROLLER SHALL BE HARD-WIRED TO GROUNDED 110 VAG SOURCE. PCC CONTROLLER CD STANDARD VALVE BOX ICV REMOTE CONTROL VALVE E "{Q.TE: ) r._ ___ WALL -) ( __ _ 1. WALL MOUNT CONTROLLER· MOUNT PER MANUFACTURER 2. LOCKING NUT 3, ELECTRICAL JUNCTION BOX 4. 120V WIRES IN RIGID CONDUIT PER LOCAL CODES 5. RIGID CONDUIT FOR COMMON/ CONTROL WIRES 6. SWEEP ELL -SIZE AS REQUIRED 7. FINISH GRADE ( FLOOR SURFACE FOR INDOOR MOUNl) • MOUNT CONTROLLER AT "EYE-LEVEL" ( +/-5'-0') WALL MOUNT CONTROLLER Q) FINISH GRADE 0 QUICK-COUPL/1>/G VALVE TWO·PIEC£ BODY WITH 1 INCH INLET AND 1 INCH KEY OUTLET. @ VAL VE BOX WITH COVER. 10-/NCN SIZE 0 3/4" MINUS WASHED GRA I/EL 5 @ PVC SCH 80 N!.PPLE-1' (LENGTH AS ,qEQUIRED) © PVC SCH 40 STREET ELL-1" 0 BRICK SUPPORTS (2/ © PVC SCH 40 STREET ELL-1" @ PVC SCH 40, TEE OR ELL Xf' I @ PVC MAINLINE PIPE © 11 @ PVC MAINLINE PIPE 1. FURNISH FITTINGS PND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE 2. PUR,0LE CAP FOR GROUND LEVEL SYSTEM K / 12" --L..... ---: I :=----------(2\ ''-'• ,, A ~r_;:;: ~:) t\-]i_;t ·'K""-;;;.f±-,kc&:Y''xr'<;.'-"'x->0A¥,.f;&:xl I ]li-'--:j // / / / / -__ :_~~i-~~-lL~-::'~': :=--=-:=: i _-:-:-_:~ ~4-~~~:...; .;~-,~C .. -=-=-..:: ! .- •• ---:f'- 1. FINISH GRADE 2. CLEAN SACKFIU. • 90% COMPACTION REQUIRED • SEE SPECS 3. NON-PRESSURE LATERAL LINE PER LEGEND 4. PRESSURE SUPPLY LINE PER LEGEND 5. CONTROL WIRES. INSTALL BELOW PRESSURE SUPPLY LINE 6. PROVIDE 'Z' OF CLEAN SAND BELOW PRESSURE MAINLINE NOTES: BUNDLE AND TAPE WIRES AT 12' O.C. PIGTAIL AND LOOP CONTROL WIRES AT ALL 90 DEGREE CHANGES IN DIRECTION. SPLICING OF WIRE RUNS IS NOT ALLOWED UNLESS APPROVED BY THE CITY. 36ff MIN. COVER IS REQUIRED FOR REClAIMED WATER MAINLINE ( WHERE APPLICABLE) . INSTALL 1'x1'x1'THRUST AT ALL CHANGES IN DIRECTION OF PRESSURE MAINLINE AND AT All TERMINAL POINTS OF MAINLINE. F TRENCHING <]/ ---------'~ ~--------/3'1 r~'-" \.._/ ---\~ r.:-, ----~ 51 '-=.,• 1. FINISH GRADE ~ ·-101 '..:_::;, ~i} ~ :f31 3~ '--" 2. RIP DEVICE SEE LEGEND FOR SPECIFICATION 3. BRASS BALL VALVE TYP. 4. BRASS NIPPLES MIN. 4n TYP. NOTE: 5. BRI\SS ELL, 4 REQUIRED 6, DO NOT ENCLOSE SACKFLOW PREVENTER IF WYE STRAINER OR PRESSURE REGULATOR IS SPECIFIED, INSTALL ON EITHER THE HORIZONTAL PIPING OR ON THE DOWNSTREAM LEG AS SPACE PERMITS. 7. WYE STRAINER IF SPECIFIED SEE BELOW 8. BRASS UNION, 2 REQUIRED 9, BRASS RISERS LENGTH AS REQ. 10. PVC MAINUNE TO MASTER VALVE 11. SCH 80 PVC FEMALE ADAPTER 12. SCH 80 PVC NIPPLE 6" MIN. 13. CONCRETE SlAB, SEE BELOW 14. PVC MAINLINE CONCRETE SLAB SHALL BE MINIMUM 4R THICK, 18" W!OE AND EXTEND AT LEAST a~ PAST THE BACKFLOW ASSEMBLY PIPING. IF BACKFLOW ENCLOSURE JS SPECIFIED IN THE LEGEND, THE CONCRETE SLAB SHALL BE THE SIZE REQUIRED BY THE MANUFACTURER. L BACKFLOW DEVICE A EMOTE CONTROL VAL VE W/ 3/4" PAV AND 3/4" DISC FILTER p ---(i) --G 'NOTE' C_1) (j"\ MODEL ET SYSTEM Sl:NSOR '-..v W/ SOLAR SYNC SUi1ABlE POST OR POlE MOUNT. MIN (D 6ftABOVE TURF, MIN 15ft AWAY FROM STRUCTURES (";\ CONDUIT FROM ff SYSTEM SENSOR \..J_} TO ET SYSTEM MODUlE MODEL ET SYSTEM MODULE 0 MOUNT LESS THAN 6' AWAY FROM CONTROLLER CD HUNTER CONTROUERS PfW.C @ CCNMUNICATI~ WIRE FROM SENSOR TO MODULE CD POWER SOJRCE WIRE FRc».I MOOll.E TO SENSOR SHALL BE 18J2 USE CONTROLLER SMART PORT TO COONECT TO MODIJlE UNIT ET SYSTEM W/ SOLAR SYNC. Q J SEE SPECS SEE SPECS ,t CD FINISH GRADE r,,, HUNTER PLD-XX-)()(,XX '-.V D~PLINE TUBING CD PLO-TEE 17mm BARBxBARS G) PLIJ-lllNK @PLIJ.0753/4' MPTxBARS @ 314" MPT TEE (D LATERAL PIPE START CONNECTION BELOW GRADE 1 APPROVED FOR !RR/GA T!ON AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" RCE __ _ EXP _____ _ DATE REVIEWED BY: INSPECTOR DA TE I S~ET II CITY OF CARLSBAD l----+-------1------------------l-----l----l----1-----1 . PLANNING DIVISION l----+---1------------------------1-------l----+----1-----I \):t,\DSC.<1 CNE ' (; iu,y,,..,,, as ~ ) fi!. j l!F~ LANDSCAPE IMPROVEMENT PLANS FOR HIGHLAND 5 2908-2924 HIGHLAND DRIVE l-----+--+------------l---+---4---+-------11 APPROVED~ i9 _ ) ,,_. _ . PLANNING (r DATE INIT!AL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL Cl"IY APPROVAL OWN BY: CHKDBY: RVWDBY: PROJECT NO. DEV2021-0035 LPC2D22-0013 DRAWING NO. 534-?L FINISH GRAf'JF ............... ~,, AIR/VACJU✓ -~~=-2::,_"--:.7°. ~=======ll\----:------- RFI IFF 'vAVF ---..--.:.._---.. 6" ROU\JC ............... . . :· -VALVE BOX J/-1"M ;,: 1/2";:------:-1"f'9i1===-=i,-,.,J,~,41:-r---j\-'--r, Rt:DUC!IOh l:lU~Hl:</C • A F ~. . . Techli1·e® AIRNACUUM RELIEF TYPICAL 2A VCL T WIRE SPLICE KiT FOR lONF VA/_ VES CD ® ® 0 WIRE CON,\'ECTOR JELL FILI.ED ONLY WIRENiJT TWISTED '/VIRES 24 VW/RE'S 1 /,\'STALL '3-M' PRODUCTS GELL F.ILLED SPUCE KITS OR EQUAL (3-M DBY IS AP.PROVED AS EQUAL) CONNECrGR& MAKE SURE Th'E WIRES,1RE COMP!..ETELY CO'IERED WITH THE JELL TYPE MA TER,1Af.. 2 INSERT WIRES TO THE 80TTOM OF THE WIRE 3 S.\'AP LID PGH!W!TH \'\,'/.~ES FIRM!..YIN PlACE. SPLICING ~---Techline® START CCNNEnO\J ____.-MALC: ADAP":ER ~ ...,.,---------------- SUPP_Y Hl:./ID!:.R ---ISLA10D PER,MEER ______..-- -----Tc,chline® TEE ~~---,l,•R/VACUUM RELIEF V.t<LVE , ----------PLIJMRFO r::, TPcll 11"'® 1.,- [AC lllGI I -011·.JT (TYr) ORI PLINE NOTE: ALL DRIP LINE TO BE BURRY 2"-3' BELOW FINISH GRADE K DR/PLINE ISLAND LAYOUT ', -~ Tcchlinc® 1 7rrr1 TUBl!\G y BR CK SUPPORTS ~--·-/ . C-lREE) . '\ .3/4" ·::,RA\r[L SU,ff' -------.:__ ( 1 CIJ31C FOOT) --- '---(:()!,1PRrSSICN DING B G (P:;•cv DCJ) FLUSHING VALVE ---P'/C M.AI\JLIN[ ,, ----3/4" SCH BC UNICN ---3/4" o s:: rum I I ICZ REMOF /// / CCNTRDL I I VALVE / --12 x 18" / II / I I iG1/ru:-8~;_0R / I ,-3/4"' P'<V I I I , I I S/4., SCH 8C:· UNICN I I • vovovovououo ~•Vovouovouo~Juoucvc,v ///, ~--; o o0 ono0 oooao0 o0 ocoocJooooo 000000•1, ~LJ~ ·, 'o OoCJ'oCoOoOoOoOoOoO0OoCoOoO OoOoOcO1---< _ .. , .. , ·: ;.., ., ·,:· o 0 oc o0 f :=i~oo0ooooococcoc :::i~ooooos0000000,c o ,~-~ .,_: "\'r\.r\,t'\.,'\., .r,,n,r,,r,,,r,,r,,,.-,n ,r,,,n,\~r,,r,,f,,i> ,_ \ I I \ 1 Cll. FL p::-A \ L_ p,,,;c OR POLv \ G;;'A'✓EL SUMf-' \ LAI ERt,L LINE \~--B;;;ICK SUl-'PCRI \ ............... M x F I PS CO'JP JNG (" ~l:J\ co;;NER) FILTER --------------------------AUiOMATIC ::-LUSH 1/A.LYC: .................. , --- BLAN:< :R!PLl:-.JE CEtJTERED 01~ MOU\JD OR 8C](M '-','JPFIY r-1FAOFR RC:J,F.::IE. CONIROL \11\L\'[ w1~H ':·ISC f'LTER Al~O PRY NOTE: ALL DRIP LINE TO BE BURRY 2"-3" BELOW FINISH GRADE L DR/PLINE IRREGULAR AREAS C -LOW VOLTAGE WIRES, 3 MAXIMUM , -----OUTER CASE OF CONNECTOR /I / STRIP AND TWIST WIRES FOR PROPER CONNECTION CRIMP COPPER SLEEVE INSTALLED WITH RECOMMENDED TOOL CONNECTOR INSERl' NOTE: I I _/ I I I I I I I I I I I I I J FILL OUTER CASE WITH SEALER PRIOR TO FINAL ASSEMBLY. WIRE CONNECTOR ,,,--VALVE BOX (INSTALL PER SPECS) ,,,---Techline SHUT-OFF VALVE #TLSOV (BLANK TUBING MAY BE ATTACHED TO OUTLET) '----Techline CV LATERAL (OR EXHAUST HEADER) '----BRICK SUPPORTS (THREE) '----3/4" GRAVEL SUMP (1 CUBIC FOOT) R'.:J.i10T: co:~:rw .. -Y.t-1.v: wm i D-SC FIUER AND ::::R"v NOTE: ALL DRIP LINE TO BE BURRY 2"-3" BELOW FINISH GRADE M DR/ FOR TREE PLANTING '5\-------~ ~}~1!:1----- 1. SLIP BASE SOCKET OVER END OF WIRES 2. STRIP WIRES APPROX. 518" FROM ENDS • TWIST TOGETHER 3. APPLY SEALER TO OUTSIDE OF SEALING PLUG AND FILL CAVITYW!TH SEALER 4. PUT CRIMP END OVER WIRE ENOS • CRIMP SLEEVE AND CUT OFF EXCESS WIRE 5. PULL BASE SOCKET OVER END OF WIRES AS FAR AS POSSIBLE 6. PUSH SEALING PLUG INTO BASE SOCKET 7, PUSH WIRES TO END OF BASE SOCKET TO INSURE COMPLETE SEALING OF CONNECTION 8. COMPLETED WATERPROOF WIRE CONNECTION D Wire Connector TOP VIEW VALVE MANIFOLD 0 ~ Y.d,;,-;'M,;•-----.,,;..---"-1_;,,,,;,;,,L 'NOTE' INLET PIPE LENGTH OF SENSOR MUST BE MIN. !OX PIPE DIA, STRAIGHT, CLEAN RUN OF PIPE, NO FITTINGS OR TURNS. OUTLET PIPE LENGTH OF SENSOR MUST BE MIN. 5X PIPE DJ., OF STRAIGTH CLEN-J RUN OF PIPE, NO FITTINGS OR TU~S. N C~: MODEL FLOW-CLIK (2) MODELFCT-100 r,;-, MIN, 18/2 WIRE TO INTERFACE PANEL \~) MAXIMUM WIRE DISTANCE RUN OF 1,000' FLOW -CLICK SENSOR (i) STANDARD VALVE BOX DRIP ZONE KIT ,.-, MODEL PCZ-101-XX I,~) FILTER, REGULATOR 25 OR 40 PSI (3) WATERPROOF CONNECTORS (2) (D 18-24" COILED WIRE (s) SCH 80 T.O.E. NIPPLE (~) MAIN LINE PIPE & FITTINGS (j) BRICK SUPPORTS ( 4) (a) 314' MINUS WASHED GRAVEL (s) CONTROL WIRE (I)STANDARDVALVEBOX (s) FINISH GRADE (s) MAIN LINE PIPE (f) MASTER VALVE E LOW VOLTAGE WIRES, 3 MAXIMUM ~---OUTER CASE OF CONNECTOR /' I STRIP AND TWIST WIRES FOR PROPER CONNECTION CRIMP COPPER SLEEVE INSTALLED WITH RECOMMENDED TOOL I I _J I I I I I ' I I I I I I CONNECTOR INSERT------------~ NOTE, FILL OUTER CASE WITH SEALER PRIOR TO FINAL ASSEMBLY. Wire Connector I I I I I I -:= = Ai, ~ ------AVTOMATIC fL·.,;s: ... v'Al.'✓E .,,,..,,.,,-.,.,.,,... Pl lllJRfO -·r, :::.vt. C:R PntY ,'.TYP) ([if'./ I ; ' : i-. / c~ ,_ ,,- i ' I I . I § -----.....__-------.... .....__ ~ --~ / / CJ ~ '- / - - Te:::hl,..,~· STNiT CONl\[CTION M.i:.L[ ADA"'T[R P'✓C OR POL" EXHAUST -'EADCR P:::RIME"C:::R LATER..!slS 2" TO 4· '"RCM EDGE S'::E SPECF'"ICA-10~1S !"OR RCW, ',P.I\Cl'-J'."; Te:::hin,® :-Rli'l'\l, Tcchli~st® SlA'<T CONH::C1'10~1 RCMc,-;: C:OWRO:. '/,_.,Iv::-_ WI! H DI;;,:_: 'U tR 1\NU !-'1-sV rvr. OR POI V Sl_jp::,J y HEA:·E'< R ~.Nk'. Ted·line® DRIPl_ NE (C:NT[R[D mJ MOUND OR OERM) AR;W.C:..UM RELIEF V,\LVE (PLUMBED -c Techl;f\E"lll ;:,-E,\CH HIGH. PQl~ff) Aj;'f.A :::E~IMETER -echlirel[li C.:TAq CON'<[CTIO~ MAI E AOA:COT[R PVC Of'\ PUL" EfH!\USI" Hlr-DCR NOTE: ALL DRIP LINE TO BE BURRY 2"-3" BELOW FINISH GRADE J DR/PLINE CENTER FEED LAYOUT C) WRC RECEIVER @MODELVffiC (j) MOUNTING WALL + 0 (-2) I i 0 0 /-✓ 0 11 (~; 1) I , NOTE: MOUNT SENSOR ON AIN SURFACE WHERE IT WILL BE EXPOSED TO liNOBSTRUCTED RAINFALL, BUT NOT IN PATH OF SPRINKLER SPRAY, NO MORE THA~ 1000' FROM RECEIVER UNIT. MOUNT RECEIVER UNIT NO FURTHER THAN ff FROM CONIBOLLER 0 WIRELESS RAIN-CLIK APPRO VEO FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" RCE ___ _ EXP _____ _ DATE REVIEWED BY, INSPECTOR DATE l-----+---+-- 1 ------------t----+-----t----+-------l ~I I CITY p£[NG ~,¾s~~SBAD LANDSCAPE IMPROVEMENT PLANS FOR: HIGHLAND 5 2908-2924 HIGHLAND DRIVE l----+--+-----------------+.-----+---l----+----11 APPROVE~ ;,r;.r _ PLANNING ~ DATE INITIAL DATE INITIAL DES!GNER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: CHKDBY: RVWDBY: PROJECT NO. DEV2021-0035 LPC2022-0013 DRAWING NO. 534-?L IRRIGATION SPECIFICATIONS 1. PLAN A. THE PLAN IS DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT IS TO BE LOCATED IN PLANTING AREAS AND NOT IN PAVED AREAS, UNLESS INDICATED OTHERWISE ON THE PLANS. REFER TO NOTES, DETAILS, AND LEGENDS TO VERIFY LOCATION OF IRRIGATION EQUIPMENT. B. THE IRRIGATION SYSTEMS SHALL INCLUDE ALL MATERIALS AND THEIR INSTALLATION TO PROVIDE A COMPLETE SYSTEM IN ACCORDANCE WITH PLANS AND SPECIFICATIONS. C. ALL PRESSURE LINES, NON-PRESSURE LINES, VALVES AND MISCELLANEOUS SPRINKLER HEADS SHALL BE MANUFACTURED, SUPPLIED AND INSTALLED IN STRICT ACCORDANCE WITH THE SPECIFICATIONS DETAILED IN THE HEREIN MENTIONED IRRIGATION PLANS AND SPECIFICATIONS. D. SUBSTITUTION OF MATERIALS SIZES OR MANUFACTURERS WILL NOT BE ALLOWED UNLESS THE OWNER AND LANDSCAPE ARCHITECT AGREE TO ANY PROPOSED CHANGES IN WRITING. E. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNERS AUTHORIZED REPRESENTATIVES PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. F. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE ON THE SITE PRIOR TO THE START OF INSTALLATION. G. THE ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNERS AUTHORIZED REPRESENTATIVE AND/OR THE LANDSCAPE ARCHITECT. H. 120 VOLT ELECTRICAL POWER SOURCE TO BE PROVIDED BY OTHERS TO THE LOCATION FOR THE AUTOMATIC CONTROLLER. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL CONNECTION TO EQUIPMENT. 2. SPACING OF SPRINKLER HEADS SPACING OF SPRINKLER HEADS AND LOCATIONS OF VALVES AND VACUUM BREAKERS SHALL BE AS INDICATED ON THE DRAWINGS WITH CONSIDERATION BEING GIVEN TO PREVAILING WIND CONDITIONS. 3. QUANTITIES QUANTITIES LISTED ON IRRIGATION LEGEND ARE NOT GUARANTEED AND ARE FOR CONTRACTOR'S CONVENIENCE ONLY. 4. MATERIALS GENERAL: MATERIALS SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING ITEMS: ALL PRESSURE SUPPLY LINES, NON-PRESSURE LINES, VARIOUS TYPES OF VALVES, CONTROLLERS, BACKFLOW PREVENTION UNITS, HOSE BIBBS, AND ALL TYPES OF SPRINKLER HEADS. ALL MATERIALS AND EQUIPMENT SHALL BE NEW, OF DOMESTIC MANUFACTURE AND CONFORM TO PERFORMANCE STANDARDS AND/OR DATA HEREIN, AND AS SHOWN IN LEGEND ON DRAWINGS, INSTALLED IN STRICT ACCORDANCE WITH CONSTRUCTION DETAILS. 5. PLASTIC PIPES AND FITTINGS A. PVC PIPE ( 1) PRESSURE LINE PIPE 2" AND LARGER, SHALL BE CLASS 315 PVC TYPE 1120-1220. PRESSURE LINE PIPE LESS THAN 2" IN DIAMETER, SHALL BE SCHEDULE 40 PVC TYPE 1120-1220. PRESSURE LINE FITTINGS SHALL BE TYPE 1-11, SCHEDULE 40, NSF APPROVED. ( 2) LATERAL NON-PRESSURE PIPE SHALL BE PVC CLASS 200 TYPE 1120-1220. LATERAL LINE FITTING SHALL BE TYPE 1-11, SCHEDULE 40, NSF APPROVED. ( 3) ALL PLASTIC PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE FOLLOWING INFORMATION: MANUFACTURER'S NAME, NOMINAL PIPE SIZE, PVC 1120 AND PRESSURE RATING IN PSI. ( 4) MANUFACTURER SHALL MARK DATE OF EXTRUSION ON PIPE. DATING TO BE PERFORMED IN CONJUNCTION WITH RECORDS HELD BY MANUFACTURER COVERING QUALITY CONTROL TESTS, RAW MATERIAL BATCH NUMBER, AND OTHER INFORMATION DEEMED NECESSARY BY MANUFACTURER. ( 5) ALL SOLVENT SHALL BE AS RECOMMENDED BY THE MANUFACTURER OF PIPE FITTING AND AS APPROVED. USE NO SOLVENT FROM CANS WHICH HAVE REMAINED OPENED OVERNIGHT. B. FITTINGS ( 1) PLASTIC FITTING: PVC, TYPE I, IPS SCHEDULE 40, NSF APPROVED ON ALL PRESSURE LINES. ( 2) PVC, TYPE I, IPS SCHEDULE 40, NSF APPROVED ON ALL NON-PRESSURE LINES ( 3) COUPLINGS SHALL BE MADE FROM EXTRUDED STOCK, REAMED WITH A TAPER. ( 4) ALL PLASTIC FITTINGS: A MOLDED FITTING. 6. GALVANIZED STEEL PIPE-SHALL BE SCHEDULE 40 ASTM, A120-GIT THREADED, COUPLED, AND HOT DIP GALVANIZED. PIPE FITTINGS SHALL BE HEAVY PATTERN, BANDED, GALVANIZED MALLEABLE IRON. 7. COPPER PIPE -SHALL BE SEAMLESS, TYPE K, HARD DRAWN TUBING. 8. STANDARD IRRIGATION COMPONENTS A. PRESSURE REGULATOR: SHALL BE MANUFACTURED OF BRASS OR BRONZE, AND SHALL BE CAPABLE OF WITHSTANDING A COLD WATER WORKING PRESSURE OF 150 POUNDS PER SQUARE INCH. EACH PRESSURE REGULATOR SHALL BE PRESET TO OPERATE AT THE PRESSURE INDICATED ON PLANS. B. ANGLE CONTROL VALVES: FED. SPEC. WW-V-51, CLASS A. HEAVY DUTY TYPE BRONZE OR BRASS WITH UNION. VALVE SHALL BE FITTED WITH A REMOVABLE SEAT DISC, MANUALLY OPERATED AND SHALL BE PROVIDED WITH ROUND PLASTIC SCHEDULE 80, PVC VALVE BOXES. SIZE AS REQUIRED. C. CHECK VALVES: SHALL BE THE SPRING ACTION TYPE CAPABLE OF WITHSTANDING A WORKING PRESSURE OF 125 POUNDS PER SQUARE INCH. D. VALVE BOXES: ONE PIECE PLASTIC WITH LOCKING GREEN PLASTIC COVER MARKED WITH "IRRIGATION". PROVIDE BRICK SUPPORTS. ONE UNDER EACH CORNER OF BOX. E. SPRINKLER HEADS: SHALL BE OF TYPE AND MODEL AS INDICATED IN THE LEGEND AND SHALL BE INSTALLED AS INDICATED ON DETAILED DRAWINGS. F. BALL VALVES 2" IN SIZE AND SMALLER: SHALL BE BRONZE, SCREWED, 150 LBS. W.O.G., WITH STAINLESS STEEL LEVER FOR OPERATION. EACH VALVE SHALL BE HOUSED IN A BOX AS NOTED ON PLANS. G. REMOTE CONTROL VALVES AND AUTOMATIC CONTROLLER: SHALL BE PER MODEL AND TYPE AS INDICATED ON THE DRAWINGS. VALVES SHALL BE WIRED TO CONTROLLER IN SAME NUMERICAL SEQUENCE AS INDICATED ON PLANS. 9. DIRECT BURIAL CONTROL WIRES A. ALL CONTROL WIRES SHALL BE SOLID COPPER, 600 VOLT, TYPE UF, CONFORMING TO THE PROJECT STANDARD SPECIFICATIONS AND DRAWINGS, SPECIAL PROVISIONS, AND THE FOLLOWING WIRE COLORS AND INSTALLATION REQUIREMENTS. 8. NEUTRAL WIRES: WHITE ( #12 AWG) . DO NOT INTERCONNECT NEUTRAL WIRES BETWEEN CONTROLLERS. C. PILOT WIRES: ( #14 AWG. MINIMUM) D. SPARE WIRES: RED ( #14 AWG MINIMUM) E. WIRE SIZING: CONTROL WIRES SHALL BE SIZED IN ACCORDANCE WITH THE CONTROLLER MANUFACTURER'S SIZING CHART FOR THE DISTANCE OF RUN. F. VALVE NO. VALVE NO. 1 YELLOW 7 YELLOW W/BLACK STRIPE 2 ORANGE 8 ORANGE W/BLACK STRIPE 3 BLUE 9 RED W/BLACK STRIPE 4 BLACK 10 WHITE W/BLACK STRIPE 5 BROWN 11 YELLOW WIRED STRIPE 6 PURPLE 12 WHITE WIRED STRIPE REPEAT SEQUENCE FOR VALVE NUMBERS EXCEEDING THE ABOVE. G. WIRE CONNECTIONS: NEUTRAL, PILOT, AND SPARE WIRES SHALL BE INSTALLED WITH A TWO FOOT ( 2? COILED EXCESS WIRE LENGTH AT EACH END ENCLOSURE. EACH AND EVERY WIRE SPLICE SHALL BE SOLDERED ( USING 60-40 SOLDER) TOGETHER, THEN ENCASED IN THE WATERPROOFED EPOXY OF THE "SCOTCH-PAC" OR "PEN-TITE" CONNECTORS. WIRE SPLICES SHALL BE MADE ONLY IN VALVE OR PULL BOXES. PROVIDE EXPANSION COIL AT EACH VALVE BOX ( 10 WRAPS AROUND A 3/4" Pl PE) . H. WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS PRESSURE SUPPLY LINES WHENEVER POSSIBLE. I. CONTROL WIRES SHALL BE BUNDLED WITH ELECTRICAL TAPE AT MAXIMUM FIVE FOOT INTERVALS. J. TRENCH MARKER: ALL DIRECT BURIAL WIRES SHALL BE MARKED WITH A CONTINUOUS YELLOW COLORED TRENCH MARKER TAPE PLACED NINE INCHES ( 9") BELOW FINISHED GRADE DIRECTLY ABOVE THE BURIED WIRES. MARKER TAPE SHALL BE EQUAL TO "ALARMATAPE" AS MANUFACTURED BY PAUL POTTER WARNING TAPE, INC. TAPE SHALL BE FOUR INCHES ( 4'? WIDE. 10. EXCAVATION A. ALL IRRIGATION PRESSURE LINES SHALL HAVE A MINIMUM SIX INCH CLEARANCE FROM EACH OTHER, ANY LATERAL LINES AND FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. B. BACKFILL SHALL BE FREE OF DEBRIS OR ORGANIC MATERIAL THAT MAY DAMAGE PIPES OR EQUIPMENT. COMPACT BACKFILL TO A DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL IN PLANTING AREAS AND TO 90% PAVED AREAS. FINISH GRADE OF BACKFILLED TRENCH SHALL CONFORM TO ADJACENT AREAS. C. PROVIDE MINIMUM COVER OF 18 INCHES FOR ALL PRESSURE SUPPLY LINES AND 12 INCHES FOR ALL LATERAL NON-PRESSURE LINES. PROVIDE MINIMUM COVER OF 24 INCHES FOR ALL PIPING UNDER PAVED AREAS WITH SCHEDULE 40 PVC SLEEVES 2 X DIAMETER OF LINE SIZE. D. IF BACKFILL SETTLEMENT OCCURS AND ADJUSTMENTS IN GRADES, IRRIGATION EQUIPMENT, PLANTING, OR OTHER IMPROVEMENTS ARE NECESSARY, THE CONTRACTOR SHALL MAKE REQUIRED REPAIRS WITHOUT COST TO THE OWNER. 11. TESTING THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO BE COVERED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE BUILDER'S/OWNER'S AUTHORIZED REPRESENTATIVE. A. PRESSURE TEST ( 1) NO TESTING SHALL TAKE PLACE, NOR SHALL ANY WATER BE ALLOWED INTO ANY SYSTEM, BEFORE THE SOLVENT MANUFACTURER'S RECOMMENDED CURING TIME HAS ELAPSED. ( 2) TEST ALL PRESSURE LINES UNDER HYDROSTATIC PRESSURE OF ONE HUNDRED FIFTY POUNDS PER SQUARE INCH PRIOR TO BACKFILLING TRENCH AND PLANTING OF ALL PLANTS. ( 3) SUSTAIN PRESSURE IN LINES FOR NOT LESS THAN ONE HOUR. IF LEAKS DEVELOP, REPAIR LEAKING PORTIONS AND REPEAT TEST UNTIL ENTIRE SYSTEM IS PROVEN WATERTIGHT. ( 4) TEST SHALL BE OBSERVED AND APPROVED BY OWNER 0 LANDSCAPE ARCHITECT PRIOR TO BACKFILLING TRENCHES. R 8. COVERAGE TEST ( 1) WHEN THE SPRINKLER SYSTEM IS COMPLETED, AND PRIO TO PLANTING, CONTRACTOR SHALL PERFORM A COVERAGE TEST IN THE PRESENCE OF THE OWNER OR LANDSCAPE ARCHITECT TO DETERMINE IF THE COVERAGE IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL BE RESPONSIBLE TO CORRECT INADEQUACIES OF COVERAGE ONLY WHERE DRAWINGS AND DIRECTION BY OWNER HAVE NOT BEEN FOLLOWED. ( 2) ADJUST VALVES, ALIGNMENT AND COVERAGE OF ALL SPRINKLER HEADS. ( 3) IF IT IS DETERMINED THAT ADJUSTMENTS IN THE IRRIGATION EQUIPMENT WILL PROVIDE PROPER AND MORE ADEQUATE COVERAGE, CONTRACTOR SHALL MAKE ALL NECESSARY ADJUSTMENTS PRIOR TO FINALIZING PROJECT. ( 4) ALL ADJUSTMENTS SHALL BE MADE TO THE SATISFACTIO OF THE OWNER. ' . R ,- DATE INITIAL DESIGNER OF WORK C. WIRETEST ( 1) ALL WIRING SHALL BE TESTED FOR CONTINUITY, OPEN CIRCUITS, AND UNINTENTIONAL GROUNDS PRIOR TO CONNECTING TO EQUIPMENT. THE MINIMUM INSULATION RESISTANCE TO GROUND SHALL BE FIFTY ( 50) MEGOHMS. ANY WIRING NOT MEETING THESE REQUIREMENTS SHALL BE REPLACED. (2) IF ADDITIONAL WIRE OR TAPE IS NECESSARY, REPEAT COLOR SEQUENCE FROM BEGINNING. 12. MISCELLANEOUS A. CONTROLLERS SHALL BE CLEARLY MARKED WITH LETTER DESIGNATION AS SHOWN ON PLANS ( I.E., A, B, C, ETC.) 8. INSTALL ONE VALVE PER VALVE BOX ONLY. C. ALL QUICK COUPLERS SHALL HAVE YELLOW RUBBER CAPS. D. INSTALL ALL SPRAY HEADS WITH NOZZLES OF THE APPROPRIATE DEGREE OF RADIUS FOR THE AREA TO BE COVERED. ADJUST ALL NOZZLES TO ELIMINATE SPRAYING WATER ON BUILDINGS AND HARDSCAPE. ADJUST ALL VALVE FLOW CONTROLS TO PROVIDE OPTIMUM PERFORMANCE. CONTRACTOR SHALL INSTALL AN APPROVED ANTI-DRAINAGE DEVICE FOR ALL LOW HEADS TO ELIMINATE LOW HEAD DRAINAGE AND POSSIBLE SOIL EROSION. E. LABEL ALL VALVE BOXES WITH VALVE DESIGNATION IN STENCILED PAINTED LETTERS 2" HIGH. F. ALL CONTROL VALVES SHALL BE LABELED WITH THE CONTROLLER AND STATION NUMBER ON A YELLOW PLASTIC TAG WITH BLACK LETTERS ( DAISY TAG OR EQUAL) . ATTACH THE SOLENOID WIRES OF VALVE. 13. RECORD PLANS ( "AS-BUil TS) CONTRACTOR SHALL PROVIDE RECORD PLANS DRAWN ON PRINTS OR REPRODUCIBLES PROVIDED BY THE OWNER. THE FOLLOWING SHALL BE DIMENSIONED FROM TWO PERMANENT POINTS OF REFERENCE ( I.E. BUILDING CORNERS, SIDEWALKS, ETC.) -POINTS OF CONNECTION -GATE VALVES -PRESSURE LINE LOCATION -CONTROLLERS AND CONTROL VALVES ( INCLUDING SOURCE OF POWER) -QUICK COUPLERS -ROUTING OF ALL DIRECT BURIAL CONTROL WIRE FOR IRRIGATION -SIZE AND LOCATION OF IRRIGATION CONTROL WIRE CONDUIT -SIZE AND LOCATION OF ALL SLEEVING 14. ACCESSORIES THE CONTRACTOR SHALL FURNISH THE OWNER THE FOLLOWING MATERIALS UPON COMPLETION OF THE WORK: A. A PLASTIC SEALED DIAGRAMMATIC PLAN OF THE IRRIGATION SYSTEM IDENTIFYING STATION NUMBERS AND THEIR RESPECTIVE IRRIGATED AREAS. MOUNT INSIDE EACH CONTROLLER. 8. TWO KEYS FOR EACH CONTROLLER ENCLOSURE. C. ALL EQUIPMENT GUARANTEES AND OPERATION MANUALS. D. TWO QUICK-COUPLER VALVE KEYS WITH HOSE SWIVEL ELL. 15. NOTE TO THE EXTENT POSSIBLE, ALL IRRIGATION LINES AND APPURTENANCES ARE TO BE INSTALLED IN THE PROPERTY LINE OUTSIDE OF PUBLIC RIGHT-OF-WAY, AND AT NO TIME, WIL LAN IRRIGATION LINE CROSS A PUBLIC STREET UNLESS OTHERWISE NOTED APPRO VEO POR ON PLANS. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL /RR/GA TION ANO PLAN TING EQUIPMENT PRIOR TO BEGINNING WORK. ONLY, INCLUDING PRECISE 16. PLUMBING PERMIT LOCATION OP PLANTING A SEPARATE PLUMBING PERMIT AND INSPECTION WILL BE REQUIRED FROM THE BUILDING INSPECTION DEPARTMENT FOR THE INSTALLATION AREAS. OF THE IRRIGATION SYSTEM SHOWN ON THESE DRAWINGS. "AS BUil T" 17. GUARANTEE THE IRRIGATION SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE ( 1) YEAR. ANY DEFECTIVE EQUIPMENT, MATERIALS OR POOR RCE EXP. DATE WORKMANSHIP SHALL BE REPLACED OR CORRECTED BY THE IRRIGATION CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. REVIEWED BY: INSPECTOR DATE /1\ -I S~EET 11 CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: HIGHLANDS 2908-2924 llIGI[LAND DRIVE I APPROVE~ 1/c;J:: 4/44/.z.-s PLANNING OWNBY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKDBY: DEV2021-0035 534-?L REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWDBY: LPC2022-0013 I I i i PUBLIC:ROW / --.___ PROPER~Y LINE i CONCRETE --... SPILLWAY PER CIVIL EN~INEER DG PAVING PER----.. CIVIL ENGINEER I w > -0::: 0 ~ WUJJMNNHJ :E ·~tr~M~ (9 -I :~\'(1 ',~,;; ::-<-'~~''""' .· ,,,z,,,.,,~\_\ i ,. •. JI 'S::.!':'~ ''.~~~~: ..._-' "',c/ .-·(·' / / ,,· / /' / ,' / / VE;H]CULAB'lBIGl'\T ~-<··. / I TRIANGLE., / ' ' f' ,' / i ' ' i • . . 'ii,\'.·-_,. .. " .,,------EXISTING TREE TO REMAIN LOTS ,,,--LINED BIO-BASIN >---EXISTING TREE TO REMAIN ~ ,---EXISi!"INQ TREET!i:f REM~1bL_ u,, ' ! ""J "---! 4' UTILITY ---,. ,---LINED .· BIO-BASIN LINED-~ BIO-BASIN ~-PROPERTY LINE ,r-;--RETAINING WALLS PER CIVIL ENGINEER LOT4 -~ _,-,c...-. ,/ ., . -.,-:; ;:: DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ,.,-\ -....J I t) ~ ~ TREES BOTANICAL/ COMMON NAME CONT QTY WUCOLS ARBUTUS X 'MARINA'/ ARBUTUS STANDARD 24"BOX 7 LOW 0 a ~~~ ;J " CERCIS CANADENSIS 'FOREST PANSY'/ FOREST PANSY EASTERN REDBUD 15 GAL 9 MODERATE f • l LOPHOSTEMON CONFERTUS / BRISBANE BOX 24"BOX 3 MODERATE 0 ~ • QUERCUS AGRIFOLIA / COAST LIVE OAK MUL Tl-TRUNK 36"BOX 5 LOW SHRUBS t"-'·\.//11%. "' ,-.. ,;,,1_,,,(,,\,t, 0 0 BOTANICAL/ COMMON NAME AGAVEATTENUATA/AGAVE AGAVE X 'BLUE FLAME'/ BLUE FLAME AGAVE ALOE ARBORESCENS / TREE ALOE FESTUCA MAIREI / ATLAS FESCUE OLEA EUROPEA "LITTLE OLLIE"/ DWARF OLIVE BUSH ROSMARIN US OFFICINALIS "TUSCAN BLUE' / TUSCAN BLUE ROSEMARY WESTRINGIA FRUTICOSA / COAST ROSEMARY SIZE SGAL SGAL 15 GAL 1 GAL 15 GAL 15 GAL 5GAL QTY 38 27 42 49 42 60 103 LOW LOW LOW LOW LOW LOW LOW SHRUB AREAS BOTANICAL/ COMMON NAME CONT SPACING QTY CAREX DIVULSA / BERKELEY SEDGE II JUNCUS PATENS / CALIFORNIA GRAY RUSH LEYMUS CONDENSATUS "CANYON PRINCE'/ NATIVE BLUE RYE GROUND COVERS BOTANICAL/ COMMON NAME CARISSA MACROCARPA 'TOMLINSON' I TOMLINSON NATAL PLUM MYOPORUM PARVIFOLIUM "PUTAH CREEK"/ PUTAH CREEK MYOPORUM ROSMARINUS OFFICINALIS 'PROSTRATUS" I DWARF ROSEMARY 0 1 O' 20' 30' 40' SCALE: 1"=10'-0" 1 GAL 18" O,C, 1,461 LOW 5GAL 30" O.C. 135 LOW 1 GAL 24" O.C, 190 LOW CONT SPACING QTY 1 GAL 36" O,C, 71 SF LOW FLAT 12" o.c. 1,324 SF LOW 1 GAL 24"o.c. 5,132 SF LOW APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLAN TING AREAS. "AS BUILT" RCE __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE I SH7EET 11 CITY OF CARLSBAD 1-----1-----1---------------1---+----'l----+----t . PLANNING DIVISION 1-----1-----1---------------1---+----'t----+----I 1-----1-----1---------------1---+-~t----+----t LANDSCAPE IMPROVEMENT PLANS FOR: HIGHLAND 5 2908-2924 I-IIGHLAND DRIVE l---+--+----------------;----;---;---1 I APPROVEDA,....1/C)·~~--, .. li1/2~ I 1-----1-----1---------------1---+--1----+----t ~P:::LA:::N:;N::::IN:=G==~;::::::=~:=====::::::;-;::::=====:· DWN BY: ---PROJECT NO. DRAWING NO. CHKD BY: --DEV2021-0035 534-?L RVWD BY: LPC2022-0013 DA TE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL r-,... I _J 1-w w I CJ) w w CJ) I ,,,,_,,_,,,"'"·---, ,_ L ' LOT6 LOT 1 RETAINING WALLS PER CIVIL ENGINEER -----""'<,,, --''•~ ! ' ' ) I ---···~-~·~' •""' ""'"' ,, '---PROPERTY LINE ' ""'~'" w""''""= LOT3 --- 1-r--raF--□--□-_p. ---- "1] _J.:;,,---12'-6" EASEMENT FOR VEHICULAR ACCESS AND PARKING -----Ii LOT2 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 0 10' GRADING NOTE: ALL GRADING ON SITE SHALL HAVE POSITIVE SURFACE DRAINAGE (2% MINIMUM GRADE IN PLANTING AREAS) AWAY FROM STRUCTURES AND TERM IN A TING IN AN APPROVED DRAINAGE SYSTEM, MULCH NOTE: MINIMUM OF 3" OF ORGANIC MULCH SHALL BE ADDED IN NON-TURF PLANTING AREAS WITH SLOPES LESS STEEP THAN 3: 1 TO COVER THE SOIL SURF ACE COMPLETELY, NOTE: -ANY TREE LOCATED WITHIN A VEHICULAR SIGHT LINE MUST HAVE ALL LIMBS REMOVED TO A HEIGHT OF A 6 FEET ABOVE THE ADJACENT TOP OF CURB NOTE: -APPLY MULCH TO A DEPTH OF 3" MIN. AL AREAS WITH BARE SOIL. • ALL LANDSCAPE AREAS SHALL BE FINISH GRADED TO REMOVE ROCK AND ENSURE SURFACE DRAINAGE AWAY FROM BUILDINGS. • PROVIDE ROOT BARRIER FOR ALL TREES WITHIN 5 FEET OF HARDSCAPE. INCLUDING PUBLIC RIGHT OF WAY, IN A HEALTHY, DISEASE FREE CONDITION 20' 30' SCALE: 1"=10'-0" SLOPE NOTES: -SLOPES 6:1 OR STEEPER REQUIRING EROSION 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 I 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. THE TYPE OF EROSION CONTROL MATTING SHALL BE 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 MATTING SHALL BE REQUIRED. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND I OR EROSION CONTROL MATTING MAY BE USED. 8) STANDARD #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) CJ STANDARD 113 • LOW SHRUBS: LOW 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 I OR LARGE SHRUBS SHALL BE ( PLANTED FORM 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: l'J 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) 8) 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARD #1 ( EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP) #2AND#3. CJ IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARD #1 ( EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP) , #2, 113 AND #4. -AREAS GRADED FLATTER THAN 6:1 REQUIRE A COVER CROP PER STANDARD #1 WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: /XJ 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. CJ IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. MWELO NOTES: • FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF 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. • PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED TO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED MEET THE REQUIREMENT OF THIS SECTION. -THE APPLICATION OF ORGANIC MULCH MATERIALS MADE FROM RECYCLED OR POST-CONSUMER MATERIALS SHALL TAKE PRECEDENCE OVER INORGANIC MATERIALS UNLESS RECYCLED OR POST-CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE. AP PRO VEO F'OR /RR/GA T/ON AND PLANTING ONLY, INCLUDING PRECISE LOCATION or PLANTING AREAS. "AS BUil T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DA TE I S~EET II CITY OF CARLSBAD 1---1---+----------------+----l---+---l----1 . PLANNING DIVISION 1---1---+----------------+----l---+---l----l LANDSCAPE IMPROVEMENT PLANS FOR: HIGHLAND 5 2908-2924 HfGHLAND DRIVE l---+--+-------------f---+--+----1----11 APPROVE~ II/ cc _PLANNING ~ DA iE INITIAL DAiE INITIAL DESIGNER Of WORK REVISION DESCRIPTION OTHER APPROVAL DAiE INITIAL CITY APPROVAL OWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. DEV2021-0035 LPC2022-0013 DRAWING NO. 534-7L PLANTING NOTES: 1. CONTRACTOR SHALL VISIT SITE AND BECOME FAMILIAR WITH CONDITIONS UNDER WHICH WORK SHALL BE DONE PRIOR TO BIDDING. 2. CONTRACTOR SHALL REVIEW PLANTING SPECIFICATIONS BEFORE BEGINNING WORK. 3. ALL WORK WILL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE GOVERNING AGENCIES. 4. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE EXISTING CONDITIONS OR WITHIN THE PLANS PRIOR TO BEGINNING WORK. 5. CONTRACTOR SHALL DETERMINE THE LOCATION AND DEPTH OF ALL SITE UTILITIES PRIOR TO CONSTRUCTION. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IMMEDIATELY. 6. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY REPAIRS MADE NECESSARY THROUGH THE ACTIONS OR NEGLIGENCE OF HIS CREW. 7. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE FOR INSPECTION AT FOLLOWING TIMES, UNLESS OTHERWISE DIRECTED: -IRRIGATION COVERAGE, PRIOR TO PLANT PLACEMENT; • PLANT APPROVAL AND SPOTTING PRIOR TO PLANTING; • PRE-MAINTENANCE APPROVAL; • POST-MAINTENANCE APPROVAL/ FINAL APPROVAL. 8. THE MAINTENANCE PERIOD SHALL BE 60 CALENDAR DAYS AND SHALL INCLUDE THE SCOPE OF WORK AS DEFINED IN THE SPECIFICATIONS. IT SHALL COMMENCE UPON WRITTEN NOTICE BY OWNER'S REPRESENTATIVE, WHEN ALL IRRIGATION & LANDSCAPE IS 100% COMPLETE. 9. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL AREAS IN A WEED AND DEBRIS FREE CONDITION THROUGHOUT THE MAINTENANCE PERIOD. 10. OWNER'S REPRESENTATIVE SHALL APPROVE ALL FINISH GRADING PRIOR TO PLACEMENT OF ANY PLANT MATERIAL. 11. PLANT SYMBOLS TAKE PRECEDENTS OVER PLANT QUANTITIES SPECIFIED. WHERE SHRUB SYMBOLS ARE MASSED, CONTRACTOR SHALL MAINTAIN A CONSISTENT ON CENTER, TRIANGULAR SPACING AS SPECIFIED IN LEGEND. CONTRACTOR SHALL VERIFY PLANT TOTALS FOR BID PURPOSE. 12. PERCOLATION TEST SHALL BE CONDUCTED AS FIELD/SOIL CONDITIONS REQUIRE. 13. ALL ROCKS AND DEBRIS ONE (1") AND LARGER SHALL BE REMOVED FROM PLANTING AREAS AND FROM THE SITE. 14. PRIOR TO PLANTING, ALL IRRIGATION SYSTEMS SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS SHALL BE THOROUGHLY WATERED. 15. SHRUB AND GROUNDCOVER MASS QUANTITIES AND/ OR SPACING ARE SHOWN ON PLANS. PLANTS SHALL BE INSTALLED WITH TRIANGULAR SPACING. 16. PLANT MATERIAL SHALL BE GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE OF THE PROJECT SITE. 17. PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY THE OWNER'S REPRESENTATIVE DUE TO CONDITION, FORM OR DAMAGE BEFORE OR AFTER PLANTING. 18. ALL TREES WITHIN 10' OR LESS OF HARDSCAPE AREAS(WALLS, CURBS, ROADS, BROW DITCHES, DRAINAGE STRUCTURES, ETC.) SHALL BE INSTALLED WITH A 24" MIN. ROOT BARRIER DEPTH. ROOT BARRIER SHALL BE INSTALLED PARALLEL TO HARDSCAPE SURFACE FOR A DISTANCE OF 12' FROM THE CENTER LINE OF THE TREE TRUNK IN BOTH DIRECTIONS, OR AS INDICATED ON PLAN. BIO BARRIER TO BE MANUFACTURED BY 'REMAC' OR APPROVED EQUAL. BARRIERS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 19. AT COMPLETION OF MAINTENANCE PERIOD, APPLY TRI-C COMMERCIAL FERTILIZER (6-2-4) AT 9LBS/ 1 000SF AND WATER IMMEDIATELY WITH A THROUGH IRRIGATION CYCLE. 20. SOIL AMENDMENTS SPECIFIED ARE FOR BIDDING PURPOSES ONLY. ACTUAL TYPES AND QUANTITIES WILL BE BASED ON SOIL ANALYSIS PROVIDED BY THE CONTRACTOR AFTER ROUGH GRADING SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. ANALYSES SHALL BE PERFORMED BY A QUALIFIED SOIL LAB. CONTRACTOR SHALL FOLLOW TESTING PROCEDURES AS DEFINED BY THE CITY OF VISTA. TEST SHALL INCLUDE, BUT NOT BE LIMITED TO, TESTS FOR SOIL FERTILITY, AGRICULTURAL SUITABILITY, LEACHING, AND MAINTENANCE FERTILIZATION. CONTRACTOR SHALL FURNISH OWNER'S REPRESENTATIVE WITH A COPY OF TEST RESULTS AND RECEIVE WRITTEN APPROVAL FOR AMENDMENTS PREPARATION PRIOR TO INSTALLATION. BID MIX FOR SHRUB AREAS: PLANTING AND BACKFILL MIX FOR PLANT PITS SHALL BE AS FOLLOWS PER CUBIC YARD: 100% OF NATIVE SOIL 2" TOP PRESSING OF NITROHUMUS OR APPROVED EQUIVALENT. 8 LBS OF TRI-C 6-2-4 2 LBS FERROUS SULFATE THOROUGHLY BLEND THE ABOVE AT A CENTRAL ON-SITE LOCATION PRIOR TO USE. THE FERROUS SULFATE SHOULD NOT CONTACT PAVING SURFACES AS STAINING WILL RESULT. MIX FOR TURF AREAS: SOIL AMENDMENTS BID MIX SHALL BE THE FOLLOWING PER 1000 SQUARE FEET: -4 CU YARDS NITROGEN STABILIZED ORGANIC AMENDMENT -50 LBS TRI-C HUMATE -25 LBS. TRI-C 6-20-20 FERTILIZER -100 LBS OF GYPSUM "SOIL PREP" TO BE ROTOTILLED (CROSS-RIPPED TWO DIRECTIONS) INTO THE TOP 6" OF SOIL THROUGHOUT THE SITE EXCEPT ON SLOPES GREATER THAN 3:1. 21. CONTRACTOR SHALL IMMEDIATELY UPON THE AWARD OF THE CONTRACT, ORDER, LOCATE AND PURCHASE (OR HAVE HELD) ALL PLANT MATERIAL REQUIRED BY THESE PLANS AND SPECIFICATIONS. 22. PLANTING BEDS SHALL HAVE FINISHED GRADES SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER. CONTRACTOR SHALL MAINTAIN A MINIMUM 2% DRAINAGE AWAY FROM BUILDINGS AND PAVING INTO DRAINAGE STRUCTURES OR TO STREET (SEE ENGINEER'S GRADING AND DRAINAGE PLANS). CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY OF ANY CONFLICTS IN MAINTAINING DRAINAGE. 23. SEE ENGINEER'S PLAN FOR LAYOUT OF ALL CURBS, WALLS, RETAINING WALLS, UTILITIES, SITE GRADING AND DRAINAGE. SEE ARCHITECT'S PLAN FOR LOCATION OF ALL BUILDINGS. 24. ALL PLANTING SHALL BE GUARANTEED THROUGHOUT THE MAINTENANCE PERIOD AND GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING FROM THE DATE OF THE FINAL ACCEPTANCE OF THE MAINTENANCE PERIOD. 25. CONTRACTOR SHALL REVIEW PLANTING INSTALLATION DETAILS PRIOR TO BEGINNING WORK. 26. SHRUB AND GROUNDCOVER MASS QUANTITIES ARE SHOWN ON PLANS. UNDERPLANT ALL TREES WITH THE ADJACENT SHRUB AND/OR GROUNDCOVER AS INDICATED BY THE PLANS. PLANTS SHALL BE INSTALLED WITH TRIANGULAR SPACING. PLANT GROUNDCOVERS TO WITHIN 12" OF TREE OR SHRUB STEMS. 27. PRIOR TO PLANTING, IRRIGATE ALL PLANTING AREAS NORMALLY FOR TWO WEEKS TO GERMINATE WEEDS. APPLY HERBICIDE (MONSANTO "ROUND-UP", OR APPROVED EQUAL) TO WEEDS ONLY PER MANUFACTURER'S RECOMMENDATIONS. REPEAT PROCESS IF WEEDS PERSIST. 28. PLANTING TABLETS SHALL BE TRI-C MYCO TABS (12 MONTH SLOW RELEASE FORMULATION). 29. FLATS AND 1 GALLON GROUNDCOVER MATERIALS SHALL BE PLANTED TO WITHIN 12" OF ADJACENT SHRUB STEMS. 30. ALL SHRUB BEDS SHALL HAVE A 3 INCH THICK MULCH LAYER. "MULCH" SHALL BE "PERENNIAL MULCH" FROM AGRI-SERVICE. MULCH SHALL BE FREE OF STICKS, STONES, CLAY, TRASH, OR OTHER FOREIGN MATERIAL. CONTRACTOR SHALL SUBMIT SAMPLE TO OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO INSTALLATION. 31. ALL PLANT MATERIAL SHALL MEET MINIMUM STANDARDS SET BY THE AMERICAN ASSOCIATION OF NURSERYMAN. 32. TREE STAKES ARE NOT TO COME INTO CONTACT OF THE TREES, AND SHALL BE INSTALLED ON THE WINDWARD SIDE. 34. IN LAWN AREAS, PROVIDE A 12" TO 18" BUFFER AROUND TREES WITH FOUR (4) INCHES OF APPROVED MULCH, TWO (2) INCHES FROM THE MAIN STEM. 35. DETERMINE THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE INITIATION OF ANY WORK. ALL WORK SHALL BE PERFORMED IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE TO UTILITIES. HAND EXCAVATE AS REQUIRED. A D NOTE: ALL PLANT BASINS SHALL ~--LODGEPOLE PINE STAKE -----TREE TRUNK -RECEIVE A 4" LAYER OF APPROVED MULCH. / TREE TIE, NAIL TO STAKE TREE TIE DETAIL I /-MAINTAIN TURF FREE 12,._ 12, __ , AREA12"FROMTRUNK MIN. MIN. 1 l' ·,_1 r 6" BASIN ING. COVER , / 3" BASIN IN LAWN \ \ ,, I GRADE \ 'ji/=--=l=i=,.-=,!!j'i / FINIS::l ~""!~ ---~~ '(, ~---:~fTf_:_5j·1.'.-· , ',,, .. , .. , /')T-PLANTING TABLETS +-----+---t"i~--, ,,,_-_-',· \,_--,·I ,,' -_,, ·.· .. _._~-_•',}, ,' ( SEE SPECS) i : ~ ~ 1·. ;-; I __ -~ i ' ' ' ' l ' ' '"-PLANTING BACKFILL 3" PERFORATED PVC PIPE & SLIP CAP WIGRAVEL PER PLANTING PLAN 4----_ 3X ROOTBALL _____ _J PUDDLE ANO SETTLE TO SET PLANT AT FINISH GRADE TREE STAKING -24" BOX NOTE: LOCATE PLANTS SPACED EQUIDISTANT ( D) --FROM EACH OTHER AS SHOWN. D = AS SHOWN ON PLANTING PLAN. • • • • • • • • • • • • • • • • o/\D • ' \ • D • • I '--EDGE OF PAVING, WALK, WALL, ETC. ----PLANTTABLET (SEESPECS.) ---10"-12" THICK TILLED PLANTING BED GROUND COVER INSTALL 4" THICK MULCH LAYER PRIOR TO PLANTING GROUNOCOVER FINISH GRADE --PREVAILING WIND B'MINIMUM 1----,: ''-c----i""-+-'4'' 111 1!3 RoorBAtL L, . , DEP-H " --r·4;\f~;f,j~~-I------W , ,~ ,,l, . -·i·:1, .:,i-'.:::... --\3,/ -"·-·--, -':-,----.:_: -i ! :-,_ -------6p MINIMUM -' --'~·-.._ -...... .__ - 2X "",.,._r~ -.__--( 7 \ / ROOTBALL / --\ ~j J 1. TIRE STRIP TIE • SEE STANDARD PLANTING DETAIL FOR 2. 2" LODGEPOLE PINE STAKE PLANTING INFORMATION 3, FERTILIZER TABLETS ( PER SPECS) 4. WATERING BASIN 5. FINISH GRADE 6. SET ROOTBALL FROM 2" MAX TO 112" MIN. HIGHER THAN ADJACENT FINISH GRADE 7. BACKFILL ( PER SPECS) 8. UNDISTURBED SOIL ( TYP _) 9. PLASTIC TRUNK GUARD SUCH AS ARBOR-GARD AS MANUFACTURED BY DEEP ROOT CORP, B TREE PLANTING NOTE: STAKES SHALL NOT PIERCE ROOTBALL ANO SHALL EXTEND INTO UNDISTURBED SOIL. NOTES: ____ PRUNE TO REMOVE DEAD OR BROKEN BRANCHES -WHERE ON SLOPES, iHE FRONi ANO REAR OF THE PLANTING P!TS SHALL BE GRADED ----MULCH 2" MIN. AWAY FROM TOA MAXIMUM 1:1 SLOPE, I TRUNK OF PLANT ~ EROS JON CONTROL FABRIC SHALL BE ~ u INSTALLED ON SLOPES TO CONTROL EROSION " I I ----2 -3 SHREDDED HARDWOOD WHILE PLANTS ESTABLISH, ...,-...1 l"'f'1.,.,...,., BARK [') --r" 1~·, ,.., \ -ORIGINAL GRADE Jf,,,. ~ '~~ ~ f OF SLOPE TOPOFROOTBALLSHALLBE····••-'••-·d~~ d.{. l,_., < '3 LEVELWITHFINISHEDGRADE ~~;;;>:,tr ~.,.• :...}::) '--'· c ' -- MAINTAIN SAUCER ON LOWER -. ,_' 00 ' , " : , , lt!'fr==Ti'',]_!J; SIDESOFPLANTTORETAINWATE_R ,11~11_ O?/(°'i'-.::,.._ *1'•--1u· w:i' u-11_1_ ,rllic,lr, \1,((1 1 ),)' ---1-I BOTTOMLAYEROF -~-"11 .. -IIE· ,'11 / / 9 1-:::11:: BACKFILLMIXTURE· BACKFILLSHALLBEUGHTLY =iii=i! ' . -11.-3:1TOPSOIL/ORGA.N!CHUMUS TAMPEDANDSETTLEDW/WATER =:m.-::._ 1 _ : T 11i= PRIOR TO PLACEMENT OF PLANT -_.1 1-::1 I: l~I : -1 -I CUT & REMOVE BURLAP FROM C NOTE: 1. TOP OF ROOT CONTROL BARRIER MUST BE AT GRADE 2. POSITION ROOT CONTROL BARRIER ADJACENT TO STRUCTURE. 3. RAISED ROOT DEFLECTORS MUST BE FACING PLANTED AREA. 4. BARRIER SHALL EXTEND A MIN. OF s~ BELOW BOTTOM OF HARDSCA.PE. 5. PROVIDE A MIN. OF 10 FEET OF ROOT BARRIER PER TREE. 6. ROOT BARRIER SHALL BE A MIN. OF 18' BELOW GRADE ON WALK SIDE. 7. ROOT BARRIER SHALL BE A MIN. OF 24" BELOW GRADE ON CURB SIDE. NOTE• -I Cl/ DETAIL FOR INSTALLATION l\i .:N,·· ,· ',, ~ .. , I/ OF ROOT BARRIER •~ './ , !"" £ ,v ,::, INSTALLATION REFER · '-\.,~ '-\ \ ·, , r I f-" TOTREEINSTALLATION )"'\\z, ,\ ')'B!:t,)1, DETAILS FOR TREE '/) " \) \ . 1 J INSTALLATION ·,1~~-~ , \ ) i:... . .J_ <rr _0._,.-,,::/ , V ,C_ ''\/ / \''v I,\ I ''-~ /· _)I ,:;...__; '' .-b-. ~""-::; ;-~-' -CONCRETE CURB BACKFILL MIX-~ ( SEE SPECS.) gw.,im--- "' I I I;, I ' CONCRETE---SIDEWALK • ROOT ,-,_ '; I ~--, .. ,'f -I: -I! -I, ,: ,, \ \ \ BARRIER TYP NOTE: "--BACKFILL ROOT BARRIERS SHALL BE "BIO-BARRIER~ MANUFACTURED BY lYP TARGET SPECIALTIES, INC. SAN DIEGO, CALIFORNIA ROOT BARRIER NOTE: ALL PLANT BASINS SHALL --RECEIVE A 2' LA YER OF APPROVED MULCH. PROVIDE DRAINAGE IN ' ' 1-1 ! 1..:.:..::1 I 1-"· ill-I ! 1-1 l TOP 1/3 OF ROOT BALL NON- PLANTING PIT AS NECESSARY ., ' ==i I !_I 11 , 'f--. -~~~~~B~~ ~~~t~~ ~~~~RBiALL AFTER PLACEMENT OF PLANT AMENDED SOIL UNAMENDEDSUBGRADE NOTE: ALL GROUND COVER SHALL BE PLANTED 129 O.C. GROUND COVER PLANTING E SHRUB AT SLOPE F SHRUB PLANTING APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLAN TING AREAS. "AS BUil T" RCE __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE t----+----+-1 _____ -_·-=--=-----=--=-----1--f-----1--1-----1 ~ CITY PL?NENG Co~~o¼SBAD l----l--------+-----------------1----e---1-----l----l ;:;:L=AN::::;D;:S;:C;:AP~E::;IM:;P::::;R::::;O:;:VE;;;:;M:;EN;:;T~P;:;L=A;;N:;S:::F;;O::::;R~: =======: HIGHLANDS 2908-2924 HIGHLAND DRIVE I APPROVED: 1IQ .... -ub4h .. .., PLANNING DA TE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: DEV2021-0035 534-7L OTHER APPROVAL CITY APPROVAL RVWD BY: LPC2022-0013 Catyof Carlsbad WELOWORKSHEETS LANDSCAPEMANUAL APPENDIXE P-25(C) De11elopme11tSe1Vices PlanningDivision 1635FaradayAvenue (760)602- 4610www.carlsbadca . gov WATEREFFICIENTLANDSCAPEWORKSHEET This worksheet is filled out by the project applicant and it is a required element of the Landscape Documentation Package. HYDROZONE I NFORMATIONTABLE Pleasecompletethehydrozonetable(s)foreachhydrozone. Useasmany tablesasnecessary toprovide the squarefootage oflandscapeareaperhydrozone. Controller Hydrozone• :Zone ---------·----- Irrigation Plant Hydrozone %ofTotal # or Method** Type/Factor* .. Area {Sq.Ft.) Landscaped Valve /PFI Area A 1 I 12389 I DRIP LOW S?M 4r;_2 a ~ 4 r,o,o ' ""' 7S 1 0 A 4 5 10 11 DRIP MODERATE 350 3.0 I nT 1 ? 1-" MP LOW ··~-~ 2~." Ir T 1 3 4 on•• LOW 1~fl 1 ~ '()T ~ ? 1.~ ,an ·~w O<>A 7Q L()T d , 1 A ''" LOW af\O 1,.4 LOT4 1 5 DRIP LOW 1246 11,0 LOT4 6 DRIP - 3 LOW 75 1.0 Total 100% "'Hydrozone VL W -VeryLowWaterUsePJants LW-LowWaterUsePfants *'"lrrigationMethod MS;;;;. Micro-spray S= Spray R=Rotor B=Bubbler D=Drip ... PlantFactorfromWUCOLS/I/or fistaswElterfeatureasappropriate MW -ModerateWaterUseP/ants HW-HighWalerUseP/ants P-25(C) O=Other Page1of4 MAXIMUMAPPUEDWATER ALLOWANCE AlandscapeprojectsubjecttotheWaterEflicientLandscapeOrdinancashallincludethe Revised 04/12 MAWA for the plans,includingthecalculations usedto determine the MAWA. A landscape projectshallnotexceedtheMAWA_TheMAWA foralandscapeprojectshallbedeterminedby thefollowingequation: MAWA=(ETo){0.62)1(0.7 xLA)+{0.3 x SLA)J T/le abbreviationsusedin t/leequation /lavet/lefollowing meanings: MaximumAppliedWaterAllowance in gallonsperyear_ Evapotranspirationin inchesper year Conversionfactortogallonsper squarefoot. MAWA ETo 0.62 0.7 LA 0.3 ET adjustmentfactor (ETAF)forplant factorsand irrigationefliciency. Landscapedareaincludes special landscaped area in squarefeet. TheadditionalETadjustmentfactorforaspeciallandscapedarea(1.0-0.7= 0.3) SLA Special landscaped area in squarefeet ShowCalculation: MAWA= (44)(0.62)1(0.55 X l l,246)+(0.3X0.0)] MAXIMUMAPPLIED WATERALLOWANCE = 168 734.98 GALLONS PER ESTIMATED TOTAL WATER USE A landscape projectsubject totheWaterEflicient LandscapeOrdinance shall include the ETWU fortheplans,includingthecalculationsusedtodeterminetheETWU. TheETWUfora proposedprojectshallnotexceedthe MAW A. The followingequationshallbeusedto calculate the ETWUforeach landscaped areaandtheentire project: ETWU=(ETu)(0.621)PFxHA _ IE SLA~ The abbreviationsusedin t/leequation /lavethefo/lowing meanings: ETWU Estimatedtotal wateruse ingallonsper year. ET o Evapotranspirationin inchesper year. 0.62 Conversionfactortogallonsper squarefoot. PF Plant factor fromWUCOLS Ill HA Hydrozone Areain squarefeet Each HAshall be classified baseduponthe data included inthe landscape and irrigation planas high .moderate, low.or very low wateruse. IE Irrigation Efliciencyofthe irrigationmethod usedin the hydrozone. SLA Special landscaped area in squarefeet HydrozoneTable forCalculatingETWU Please completethehydrozonetable(s), Useasmanytables asnecassary, CITYOFCARLSBADESTIMATEDTOTALWATERUSE ETWU EvapotranspirationRate ETo)" Conversion Factor (Step1x Step2) PlantFactor(PF) .. (FromWUCOLS)(VLW -HW 0_1-0.8 AreaofHydrozone(sq ft. HA (Step4x Step5) Irrigation Efficiency !E)*** (Step6+Step7) (TotalAII Step8 + Total SLAsq_ft_ in Ste 5) (Step3x Step9) EstimatedTotalWater Useinga!lonsperyear (ETWU)-Totalshallnot exceedMAWA ETo* Westof/-5=40. 0 Process StepNo_ Below 3 6 ' ' 8 . 10 Eastof l-5andWestofE/CaminoRea/=44. 0 Easlof E/CaminoReal= 47.0 HydrozoneNumber(1-5 withSLAZoneBelow-useasmany tabl 0,62 27,28 0,3 0.3 0.3 0.5 6448 4148 300 350 1931.4 1244.1 90 62.5 0.80 0.75 0.80 0,80 2418 1659.2 112.5 218.75 4,408,45 120,262.51 Appficantmayprovidea differentEToifsupported bydocumentationsubjecttoapprovafbytheCity Planning Division •• PlantFactor&WaterUse 0.1=VLW-VeryLowWaterUsePlants 0.3=LW-LowWaterUsePlants 0.5= MW -ModerateWaterUsePlants 0. B=HW-HighWaterUseP/ants ***!E Micro-spray=.80 Spray=,55 Rotor-.70 Bubbler=_ 75 Drlp=_BO Applicantmayprovidea different/E ifsupportedby documentationsubjecttoapprovafbytheC/ty PlanningDivision(TurfandLandscapelrrigation BestManagemen/Practices,Apri/2005) w > -a::: 0 0 z <( ....I :::c (9 -:::c • HYDROZONE 4 MODERATE WATER USE TREES WITH DRIP IRRIGATION-350 S.F. I :; I !! --~·, I l!T:,c=r....'L=,'.l I HYDROZONE1 LOW WATER USE I ' I . I ' I I ~ SHRUBS WITH DRIP IRRIGATION -6,448 S.F.--1 HYDROZONE MAP MAXIMUM ALLOWABLE WATER ALLOWANCE (MAWA): (ETo) x (0,62) x [(0,55 x LA)+(0.3 x SLA)] (44) X (0.62) X [[0,55 X 11.246)+ (0,3 X 0)] 168,734.98 ESTIMATED TOTAL WATER USE (ETWU) (ETo) x (0,62) x [(PF x HA)/IE] ~ HYOROZONE 1 -6,448 S.F LOWWATER USE SHRUBS V~TH DRIP IRRIGATION (44) X [0,62) X [(0.3 X 6,448)/0,80] = 65,963_04 [ll] HYDROZONE 2-4,148 S.F, LOWWATER USE SHRUBS \MTH MP ROTATOR IRRIGATION (44) X (0.62) X [(0.3 X 4,148)/0.75] = 45,262.97 * HYDROZONE 3 -300 S.F. LOWWATER USE TREES \MTH DRIP IRRIGATION [44) X (0,62) X [(0,3 X 300)/0.80] = 3,069 00 • HYDROZONE 4 -350 S.F. MODERATE WATER USE TREES IMTH DRIP IRRIGATION (44) X (0.62) X [(0.5 X 350)/0.80] = 5,967.50 120,262,51 ETWU = 120,262.51 < MAWA = 168,734.98 WAlER USAG: I H'IDROZONE-STATION NUMBER SQUARE FOOTAG: X 0 20' [[[/j HYDROZONE 2 LOW WATER USE SHRUBS WITH MP ROTATORS IRRIGATION - 4, 148.80 S.F . HYDROZONE 3 * LOW WATER USE TREES WITH DRIP IRRIGATION -300 S.F. 40' 60' 80' y z SCALE: 1 "=20'-0" IRRIGATION mlEM LOT6 r---RETAINING WALLS PER CIVIL ENGINEER ~ PROPERTY LINE LOT 3 APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DA TE MP ~ MP Rotor Drj> ~ Micro•= M'ocro lrrfgotlon Rotor ~ Rotor I s~5ET II CITY OF CARLSBAD ~=====~====~================================~=====~====~====~====~ . PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FDR: HIGHLAND 5 2908-2924 HIGHLAND DRIVE l---+--+------------+---!--+------1---11 APPROVED:~ llfCJ.,,._ _PLANNING ~ DA TE INITIAL DA TE INITIAL DA TE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. DEV2021-0035 LPC2022-0013 DRAWING NO. 534-?L LU > -a::: Cl 0 z I <( _J :c (D I I I I I LOT5 iliJf'.iill ll \7- irf ri'.l t-fo Rl'I ~ ~ I ~ il 'I, [i& ~\ ~ ml [] f ,I D rn I ,1 I I b iii *1 D ,v I W'.{1 tb1 !{J D Rt I l'"j 1i- i:l D I ~~ ~ D w I iiJ D I y--RETAINING WALLS PER CIVIL ENGINEER TY \_ PROPERTY LINE ~-RETAINING WALLS PER CIVIL ENGINEER TYP LOT4 N T""" I _J 1-w w :r: CJ) w w CJ) I w z 0 1 O' 20' SCALE: 1"=10'-0" FENCE AND WALL LEGEND @ 5' HIGH VINYL FENCE & GATE (A/L-12) ~ 3' WIDE GATE (B/L-12) 30' NOTE: ALL CMU WALLS TO BE ORCO BLOC, SPLIT FACE, NATURAL GREY MW ALL FENCING TO BE PLY GEM, SEMI PRIVACY FENCING, SANDSTONE COLOR 40 APPROVED POR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OP PLANTING AREAS. "AS BUILT" RCE __ _ EXP. __ _ DATE REVIEWED BY: INSPECTOR DATE I SH]JEET II CITY OF CARLSBAD 1----+----+---------------+----+--1----+-----t . PLANNING DIVISION l----+----+--------------+----+--1----+----f 1----+----+--------------+----+--1----+----t LANDSCAPE IMPROVEMENT PLANS FOR: HIGHLANDS 2908-2924 HIGHLAND DRIVE 1----f----+------------+---+-----+---+-----t I APPROVE~ ,yc;c l----+----+--------------+----+--1----+----f ::';::·P::::LA:::N::;':Nl::::N::::::G ===;-;:==~::::::::::::::===::;-;:::====; DWN BY: __ PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY:__ 0EV2021-0035 OTHER APPROVAL CITY APPROVAL RVWD BY: LPC2022-0013 534-7 L DA TE INITIAL DESIGNER OF WORK REVISION DESCRIPTION LU z - N55"58'10"E 324.88' LOT6 ~-RETAINING WALLS PER CIVIL ENGINEER =----"'-"-'-.._ -□-0..-□--□--□--□--,rl;J-=:-~--1 LOT 1 NS5"53' ?"E 324.5 ' -~"""""""""""'"""~·=""11 g;, ' ' ! ~-PROPERTY LINE LOT3 J r RE INING WALLS --Ir PER VIL EER TYP 1 LOT2 j U==e::::::,:;.~:=::::~='=~~==-=r=~ '--RETAINING WALLS PER CIVIL ENGINEER [f:1.1!iWf{J; 0 DETAIi I EGEND 2x4 VINYL CAP 2x4 TOP RAIL (REAR) 1x4 TOP RAIL (FRONT) i:»1x6 VINYL BOARD ~2x4 BOTTOM RAIL/REAR) ... 1x4 BOTTOM RAIL FRONT) FINISH GRADE 90% COMPACTED SUBGRAOE 4x4 VINYL POST CONCRETE FOOTING, SLOPE TOP TO DRAIN AWAY FROM POST (DPEA GRAVEL SUMP NOTE: VINYL COLOR TO BE VERIFIED WITH OWNER A 5'-0" VINYL FENCE -···-3' ,;;i•;. X ii, <( ::!!: ... z :a: "' PEIAII I EGENP ~x4VINYL {a2x4 TOP RAIL /REAR) V,x4 TOP RAIL FRONT) ~CMU BLOCK WALL OR VINYL 'iiiil'FENCE PER PLAN x6 VINYL BOARD x4 CROSS BRACE (REAR ONLY) l'azx4 BOTTOM RAIL /REAR) V1x4 BOTTOM RAIL FRONT) &!NISH GRADE ~COMPACTED SUBGRADE PER WsrnLs REPORT ~EAVY DUTY SELF CLOSING °VGALV. GATE HINGES (REAR), CENTER HINGE BETWEEN iOP RAIL AND SIDE FRAME, BOTTOM RAIL AND SIDE FRAME t;;;'\GATE LOCKING MECHANISM 'V(REAR) ·11 ·-m~-•··· .. IC7LJ""''T =· n"'.C · ... ·.•. ,, &-:,----:-r 'TT'" '-d. ry:,;.,: '>'t\< €>FACE OF BUILDING e2x4 SIDE FRAME (REAR) /Rli.2x4 GATE STRIKE, ATTACH 'VWITH LAG SCREWS {~;: B 5'-0" HIGH VINYL SIDEYARD GATE NOTE: ALL CMV WALLS TO BE ORCO BLOC, SPLIT FACE, NATURAL GREY MW ALL FENCING TO BE PLY GEM, SEMI PRIVACY FENCING, SANDSTONE COLOR 10' 20' 30' 40 APPROVED F"OR !RR/GA T!ON AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF" PLANTING AREAS. "AS BU I LT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: SCALE: 1"=10'-0" INSPECTOR DA TE 1 I SH12EET II CITY OF CARLSBAD 1----+--+----------------+----+--+----+-----1 . PLANNING DIVISION l----+--+----------------+----+--+----+-----1 t-----+--+----------------+----+--+----+-----1 LANDSCAPE IMPROVEMENT PLANS FOR: HIGHLANDS 2908-2924 HlGHLAND DRIVE . --+---l--------------+----+---+----+----1 I APPROVED:~ :0~; I ~ ~~ ulj#Z"I 1----+--+----------------+----+--+----+-----1 ;;;P:;LA;:;N::;N;:IN;:G::::::=::::::;-;:==::::::==::::::====~~::::::==~· DWN BY: ___ PROJECT NO. DRAWING NO. CHKD BY: --DEV2021-0035 534-?L RVWD BY: LPC2022-0013 DA TE INITIAL DESIGNER OF WORK DA TE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL