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HomeMy WebLinkAboutDWG 430-1; 3920; WIDENING OF EL CAMINO REAL NORTH OF COUGAR DRIVE; 01-14CITY OF OCEANSIDE HIGHWAY la PACIFIC OCEAN Cosr. AVE CITY OF' ENCINITAS CONSTRUCTION PLANS FOR THE WIDENING OF EL CAMINO REAL NORTH OF COUGAR DRIVE (PROJECT No. 3920) PROJECT LOCATION CITY OF CARLSBAD CARLSBAD, CALIFORNIA CITY COUNCIL CLAUDE A. 11BUD 11 LEWIS -MAYOR ANN J. KULCHIN -MAYOR PRO TEM MATT HALL-COUNCIL MEMBER MARK PACKARD -COUNCIL MEMBER JULIANNE NYGAARD -COUNCIL MEMBER LISA HILDABRAND INTERIM CITY MANAGER PROJECT LOCATION SALK AVE FARADAY AVE VICINITY MAP GLENN PRUIM PUBLIC WORKS DIRECTOR NO SCALE ENGINEER OF WORK 111,dtd &u1J.. l -t.1 ·Uo~ MICHAEL R. CRULL R.C.E. DA lE "AS BUILT" . --- BOYLE EnGJnEERJna CDRPORRTIDn 4d)/,tm tjh<dfft--= 7-22-10 RCE e. 8/7~ EXP :3-3 /-/']_ DATE 7807 CONVOY COURT, SUll E 200 REVJE',/[D BY, /\ 1?3 Rll/lT c;&--o1o(~ol-u10 DATE INrnAL DAlE ,,,..-r~• ~·n:,-.·• ' , ... SUP-06-15 0 LO LO N LOCATION MAP NO SCALE LEJ CITY OF CARLSBAD L[J ENGINEERING DEPARTMENT 4 \~DENING OF EL CAMINO REAL NORTH OF COUGAR DRIVE TITLE SHEET, LOCATION MAP APP~OVE_D,i, WILLIAM ' D" 'MMER -/. -· . .,,., ,. !!-?.9-"8 -., PE: 28176 EXP: 0 { 131 /QB DEPUTY CITY ENG11'EER DATE - I CWN BY: RDL -PROJECT NO. DRAWING .~O. INITIAL DATE INITIAL AT 3920 430-1 1 CHKD BY: SAN DIEGO, CA 92111 (858)268-8080 (k....(2,Q :NSPEC 0 □R ~ATE ENGINEER OF WORK REVISICN DESCRIPTION OTHER APPROVAL CITY APPROVAL : RVWD BY: MRC I ] DWG: H:\C17\150\Cod\Plonset\1430-1B1.dwg USER: meredith DATE: Feb 27, 2008 4:26pm XREFS: C-B01 O/'l108 GENERAL NOTES 1. A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AND THEIR CONSULTANTS AS AN ADDITIONAL INSURED ON THE CONTRACTOR'S POLICY IN THE MINIMUf.l AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A" AND A SIZE CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 2. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 3. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 4. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 5. PRECONSTRUCTION MEETING SHALL BE HELD PRIOR TO THE BEGINNING Of WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. 6. A CITY Of CARLSBAD INSPECTOR WILL BE ASSIGNED TO THE PROJECT. ALL INSPECTION REQUESTS SHALL BE COORDINATED THROUGH THIS PERSON AS STATED IN SECTION 2-11 OF THE GENERAL PROVISIONS. 7. CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE Of WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR f.lORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE B CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 9. NO BLASTING SHALL BE PERFORMED. 10. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE CONTRACTOR WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE CONTRACTOR HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER. BOYLE EnG,nEERJl7G CORPORRTIOn 7807 CONVOY COURT, SUITE 200 SAN DIEGO, CA 92111 (858)268-8080 DWG: H:\Cl 1\ 150\Cod\Plonset\1430-1 B2.dwg USER: meredith DATE: reb 28, 2008 9:00am XREFS: C-801 GENERAL NOTES 11. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING Of WORK. 12. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT Of THE GRADING OPERATIONS. 13. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN. ANY VEGETATION DAMAGED BY THE CONTRACTOR OUTSIDE THE WORK AREA SHOWN ON PLANS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 14. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 15. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 16. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS DR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 17. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDRDSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TD GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 1 B. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AS REQUIRED BY THE LANDSCAPING PLANS FOR THIS PROJECT, AND/OR AS DIRECTED BY THE CITY ENGINEER. 19. STORM DRAIN PIPE SHALL BE PVC IN ACCORDANCE WITH ASTM STANDARD 3034 FOR SDR 35 SOLID WALL PIPE AND BACKFILLED WITH 3/4" ROCK PER SDRSD S-4 TYPE "C". 20. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS If IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 21. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. AT&T TIME WARNER CABLE COX COMMUN/CATIONS CITY OF CARLSBAD {STREETS & STORM DRAIN) CITY OF CARLSBAD MUNICIPAL WATER DISTRICf KINDER MORGAN SDG&E UNDERGROUND SERVICE ALERT 'BOO 892-0123 /60 438-7741 760 806-9809 760 434-2980 /60 438-2722 /14 560-4940 800, 660-7343 (800) 422-4133 22. CITY OF CARLSBAD PROJECT NO. 3843, DRAWING 406-1, EL CAMINO REAL 24" TRANSMISSION MAIN AND FLOW CONTROL STATION WILL OCCUR IN THE SAME PROJECT AREA. CONTRACTOR SHALL COORDINATE HIS SCHEDULE AS TO AVOID CONFLICTS AND MINIMIZE IMPACT TD NEWLY CONSTRUCTED FACILITIES, ESPECIALLY PAVING, BETWEEN THE TWO DRAWING SETS 430-1 AND 4D6-1. 23. TO PROTECT NATIVE BIRDS AS REQUIRED BY THE MIGRATORY TREATY ACT AND CALIFORNIA FISH AND GAME CODE, DIRECT AND INDIRECT PROJECT ACTIVITIES THAT MAY HARM THEM ARE TO BE AVOIDED BETWEEN FEBRUARY 1 AND AUGUST 30, THE NESTING/BREEDING SEASON. IF CONSTRUCTION IS TO OCCUR DURING THIS TIMEFRAME THE CITY OF CARLSBAD WILL HIRE A BIOLOGIST TO CONDUCT BIRD SURVEYS A MINIMUM Of TWO WEEKS PRIOR TO CONSTRUCTION AND EVERY TWO WEEKS DURING CONSTRUCTION. IF ESTABLISHED NESTS ARE PRESENT, THE BIOLOGIST WILL ADVISE ON APPROPRIATE MITIGATION MEASURES. SOURCE OF TOPOGRAPHY 1. TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY PHOTOGRAMETRIC METHODS FROM INFORMATION GATHERED ON OCTOBER 15, 2003, BY TOWILL PHOTOGRAPHIC MAPPING SERVICE. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. BASIS OF BEARINGS 1. THE BASIS OF BEARINGS FOR THESE PLANS IS THE NAD 83 CALIFORNIA COORDINATE SYSTEM, ZONE 6, 1999.92 ADJUSTMENT, GRID BEARING BETWEEN CITY OF CARLSBAD HORIZONTAL CONTROL PT "CLSB-103" (N1,999,869.858 FT, ES,244,149.725 FT) AND CITY OF CARLSBAD HORIZONTAL CONTROL PT "CLSB-108" (N1,996,66B.5BB FT, E6,248,032.918 FT) PER RECORD Of SURVEY MAP NO. 17271. S50'29'53"E VERTICAL ELEVATION IS BASED ON NGVD29. INDEX OF SHEETS .NQ. DESCRIPTION 1. TITLE SHEET, LOCATION MAP 2. GENERAL NOTES, LEGEND, & INDEX 3. TYPICAL SECTIONS & DETAIL 4. ROADWAY IMPROVEMENT PLAN, PROFILE, & DETAIL 5. WATER POLLUTION CONTROL PLAN & DETAIL 6. SIGNING AND STRIPING PLAN 7. RECYCLED WATER TITLE SHEET 8. IRRIGATION PLAN 9. IRRIGATION LEGEND & NOTES 10.-12. IRRIGATION DETAILS 13. PLANTING PLAN 14. PLANTING LEGEND, DETAILS, & NOTES LEGEND DESCRIPTION SDRSD No. NEW AC PAVEMENT (STRUCTURAL SECTION) NEW AC PAVEMENT (OVERLAY -AS PER DWG 406-t) 4" THICK PCC SIDEWALK ft TYPE "(;' CURB & GUTTER SAWCUT PAVEMENT CHAIN LINK FENCE G-7 G-2 M-20 SYMBOL ~ ~ I · I -•- '/ SUP-06-15 ABBREVIATIONS A AC BW t C&G COMP CONC CML&C CMWD CTV DET DOC DWG EA EC EL, ELEV ESMT EX, EXIST F FG FL FD FT HORIZ Lf MBGR MIN No. PCC PT PVC PVMT R R/W REC REL RT SCH SDRSD STA SW TC TYP VAR VERT W, WTR W/ DELTA ASPHALT CONCRETE BACK OF SIDEWALK CENTERLINE CURB & GUTTER COMPACTION CONCRETE CEMENT MORTAR LINED & COATED CARLSBAD MUNICIPAL WATER DISTRICT CABLE TV DETAIL DOCUMENT DRAWING EACH END CURVE ELEVATION EASEMENT EXISTING FUEL FINISHED GRADE FLOWLINE FIBER OPTIC FOOT/FEET HORIZONTAL LINEAR FOOT MET AL BEAM GUARDRAIL MINIMUM NUMBER PORTLAND CEMENT CONCRETE/ POINT OF COMPOUND CURVE POINT POLYVINYL CHLORIDE PAVEMENT RADIUS RIGHT OF WAY RECORD RELATIVE RIGHT SCHEDULE SAN DIEGO REGIONAL STANDARD DRAWING STATION SIDEWALK TOP OF CURB TYPICAL VARIES VERTICAL WATER WITH SYMBOLOGY EXISTING VALVE AERIAL CONTROL POINT SWALE ---' ' ' ---24. PALEONTOLOGICAL RESOURCES WERE IDENTIFIED WITHIN THE PROJECT AREA DURING A FIELD SURVEY. THE CITY WILL RETAIN A QUALIFIED PALEANTOLOGIST TO MONITOR THE CLEARING AND GRUBBING AND GRADING ACTIVITES ON A CONTINUOUS BASIS. THE CONTRACTOR SHALL MAKE FRESH CUTS AND SPOILS PILES AVAILABLE TO INSPECT AND RECOVER PALEONTOLOGICAL RESOURCES. THE CONTRACTOR SHALL ASSIST THE PALEONTOLOGIST AS REQUIRED PER MITIGATION MEASURES PAL-1 THROUGH PAL-6 LISTED IN THE PALEDNTOLOGICAL RESOURCE ASSESMENT DATED JUNE 2007. TYPE "G-1" INLET 12" PVC DRAIN PIPE D-8 DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PRO.ECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOTE RELIEVE ME. AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PRO.ECT DESIGN. FIRM:. __ __,B,.,,OecYLeeE_;EscN'-"G"-'IN,c,EEceRcclN'-"G-'C'-"O"-'RP~O'-"RA'-'-J'-'-'IO'-"N'------------- ADDRESS:. _ __,_7,,,80<.!.7...:C<.>OcuN"-'VO..,Y_;C,c,O""U"-'RT,..._,S,.,.U"'ITE"-"2"'00'--------- CITY, ST.:. _ _____,,SA,_,,N'----"'DlecEGe,0"---".C°"AL='IF__,,O""RNc,,IAc,__ _________ _ TELEPHONE: 858-268-8080 BY: 1f/,l.A:uJ_ &Ji DATE: Z •t:1 ·'ta>i!> ---~=--=~-----MICH A EL R. CRULL R.C.E. No: 34522 EXPIRATION DATE: _ _,0""9:,_(3,,,0,,./.,c07,___ ___________ _ BENCH MARK DESCRIPTION: CITY OF CARLSBAD HORIZONTAL CONTROL PT "CLSB-103 LOCATION: RECORDED: ELEVATION: 2" IRON PIPE WITH BRASS DISK STAMPED "CLSB-103, LS 6215" AT NORTHWESTERLY END OF RANCHO CARLSBAD DRIVE PER RECORD SURVEY MAP NO. 17271. (N1,999,859.858 FT, [6,244,149.725 FT) CITY OF CARLSBAD HORIZONTAL CONTROL ...:5=--:9c.:.:.5:.-9_:__7' _____ DATUM: NGVD 29 ~ CITY OF CARLSBAD ~ ~ ENGINEERING DErARTMENT ~ .------------------.---~-~-------------------~--~-~--~-----I WIDENING OF EL CAMINO REAL NQ'lTH OF COUGAR DRIVE I/ As Bu IL T // 1-----+-----+---------------+------le-------+----+---~ I GENERAL NOTES, LEGEND, & INDEX ~4tt, L:Y/,(Alu,Yk (tl-11-IO l---+---+--------------1------+--+---+------I :=· ===========---~ RCE '2..~01., EXP 3-1 /• /2., DAlE ~====~====~====:-_-_-__ -__ -----------------+----+ ---~ -A';,RJ,V~_;,, Vi!LLIA~-~ P.;;jfER _ -2,-?,1-'28 PE: 28176 EXP 03/~1/08 DEPUTY C TY ENGINEER DATE DW.~ BY: RDL I PROJECT NO. I DRAWING NO. CHKD BY AT 3920 430-1 RVWD BY: MRC ----------J---l----1--.--~ ---REVIEWED BY, j___ It\ AS BUILT ~ R Q ~ D4~/u,{) INSPECTOR DATE IJA!E. INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE l"JITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL 072108 0 N ::E 0 G) .... ~ .... w ~o I .... t EL CAMINO REIil R/W 1 ______ ----rl~ 1_sJ_.o_· _______ ~T1c _______ 10_.o_· -------1 l l l.J z AC OVERLAY SEE COLD MILL DETAIL l .O' THIS SHEET - :::i 0:- u O AC DIKE 5 ~ f REMOVE EXIST ~h --------------------- --------~:~: ~~T---/-=Z'Zi'Z?ZZ=Z122=~k---( Rt~::,.. :,- PAVEMENT AND SIDEWALK TO REMAIN, NEW 4" THICK PCC SIDEWALK STARTS AT 372+61.71 w z 1.0· - STA 371+27.41 TO STA 372+83.00 TYPICAL SECTION SCALE: 1 "=3' -0" AC OVERLAY VARIES 2.0' TO 12.6' COLD MILL EXIST AC VARIES 1.5' TO B. 75' MAX 5 ~ EXIST TO MATCH EXIST :::J 0:--~REMOVE 'l' AC OVERLAY t---~~ :__ AC f'KE LIP OF GUTTER~ ___ ,'l=-====t MATCH EXIST [ AC OVERLAY VARIES -COLD MILLING VAR~~ ---~~ EXIST CURB, GUTTER PAVEMENT 'i' MIN TO 2.75"± rt TO 'l' AND SIDEWALK COLD MILL DETAIL SCALE: 1 "=3' -0" BOYLE &na,n&IER/na CORPDRRT/Dn 7B07 CONVOY COURT. SUITE 200 SAN DIECO, CA 92111 (858)268 8080 DWG: H:\C11\ 150\Cad\Planset\I430-1 B3.dw~ USER: meredith DATE' Feb 27, 2008 4:26pm XREFS· C--8D1 '> i 0 er, i... 0 " ~ I SUP-06-15 t R/W EL CAMl~O REIil I I I 63.0' SLOPE & DRNNAGE EIISEMENT 'c..~----~ , _______ _::::.::._ _____________ -+----------------------------------; II X c..l _____ ~L J.1 _______ ___::5::B::.5_' -------~+-_ __:4_::.5'---' --+----------'-'-vA"-'R=IES=-c:A_PP_R_ox_IM_A_TL_Y_o_.o_· _To_2_s._o· ________ t--_3_' __ I l l (---- CHAIN LINK FENCE --------------/EXIST GROUND --- /// ----------------------------------------~----- I I I // I ,✓ I //,// I / / l~------<"l _..I _____ 5::__::3"'.o'---· ----~TL.,c ___ s_.s_·---+-1..-co•L.,/ __ 4_.o_· _ ___, l 7 / SWALE / I I I I ff' TYPE • C: CURB l O' AND GUTTER f-'.---PER SDRSD G-2 ~ l.J :r: t-o AC DIKE 1.0· ~ ' / / / / / / / / / / 3 fu [ REMOVE EXIST \ I ::> / uJ -I I ~ t ' I ----'/-1-=t:~==2="==,,-------------------+;t~---1/////.'l/////////~. MATCH EXIST ;:( ~ ~ PAVEMENT - -4• THICK PCC SIDEWALK PER SDRSD G-7 2.-, TOE OF SLOPE LEGEND 6" AC PAVEMENT PER CCSD No. GS-17 V INDICATES ELEV SHOWN ON PROFILE 1·-0· HINGE SWALE 2· ~ 2'1' CRUSHED AGGREGATE BASE 1 'l' COMPACTED SUBGRADE TO 95% MIN REL COMP ~ STA 372+83.00 TO STA 374+01.54 TYPICAL SECTION AIR VALVE 2· ENCL0I SURE ,c::==l-------1 ~ I -1--~-I~ 1..- __ _J / ~c::-__ " -41f' ' II SCALE: 1 "=3' -0" FINISHED GRADE TOP OF SLOPE FINISHED GRADE 2 h 3' l'G'' § ~ ~I ~ ~§ ... ' -'I: "" "' ~(S ~ ~t ' G~ lie~ • r-~§==;i-,+---+-----tJ' w • i. 'I) I I ,Lm_ -J,ll I :- -111- i \_ ~i c!. I ~ I :c==liL ---)= - -_j r--f-------1 • • .• • c.!... I I. -l ';: '--+--+--++---+-RELOCATED AIR VACUUM VALVE TO BE INSTALLED PER CMWD DWG W7-A • • • • • • • • • • • • • -..______.._______ Ff X Ff KEY ~z CONNECT TO NEW ~ ::::,; -E~=~=~3t~-~--_::::,.-ALL PIPING, FITTINGS, AND 2'CDP-PE-R SE-RV-ICE ---------MffiR BOXES PER CMWD PIPE STD DWG NO. W7-A SECTION -,,. AIR VENT ASSEMBLY DETAIL "AS BUilT'' ,/4/~n T-¼.HU:h.-- RCE zgu EXP 3-3/-/2 . REV!EVED BY, <-0.,1~0 GR INSPECTOR 7-:2..Z-ro DATE SCALE: 3/4"=1'-0" l--------+---1--------- I/\ AS BlJ/lT DA TE INITIAL ENGINFER OF WORK REVISION DESCRIPTION ' . • 'I-' ) ' ' ' + -+--+--+ --+----i==ci ( 'I- A/Ir //4/JI£ l i'A'Cf4S Vf.C ' PLAN 1 ~ CJT\NGl~~NG ~Ei~~~ ~SH_~!_Ts~ WIDENING OF EL CAMINO REAL NORTH OF COUGAR DRIVE TYPICAL SECTIONS & DETAIL APPROVED: WILLIA1 ~~~R -4~.:;. <""'~•71 S, I ~z,, '28 --1--------+--+----+-----l 'PE: 28176 EXP 03/31 /08 DEPUTY CITY lNGINEER DATE __ DATE INITIAL DATE NITIAL OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY: RVWD BY: PROJECT NO. 3920 I DR~.\~NG NO. 430-1 PROFILE SCALES HORIZ: 1 • = 20' VERT: 1• • 4' CONSTRUCTION NOTES: 1. BEFORE GRADING ACTIVITIES START CONTACT NEW WAY LAN DSCAPING TO COORDINATE TEMPROARY GAPING OF Tl-IE IRRIGATION LINES. 2. CONTACT DIG-ALERT BEFORE ANY CONSTIRUCTION ACTIVITIES. v / ) , , ( \ / C.e'T NEW FENCE /\ 0 E),.11STING(FENC/TO \ 1 R/Et.4AIN IN PLACE ·-f MBGR . EXIST DIKE TO BE REMOVE LIMIT OF W~RK---::._~:-_-_=;;:: ,..J.!E;!X\.--'11.-. .~-- BOYLE •na1n••,.1na co,,,,,-Ol"IATIOn 7807 CONVOY COURT, SUITE 200 SAN DIEGO. CA 92111 (858)268-8080 OWG: H:\C1 7\ 150\Cad\Plonset\1430-184.dwg USER: meredith DATE: Feb 27, 2008 4:27pm XREFS: C-RP-2 C-UP C-B04 r j_x__ . \ -. -. • I :---I -J , / .. /·· C-SV-ROW C-B01 FG-C0NS-2 OG-CONS profile C-HA EXIST fi TYPE G CURB AND GUTTER -----... EXIST fi SLOTTED GRATE 18"x1t' GALVANIZED CMP TEE. CONNECT TO EXIST SLOTTED 18" CMP STORM DRAIN W/GALVINIZED BAND COUPLING W /GASKETS TC TC = 243.93 5'-6" SAND BW = LAYER 244.04 2'1: --~ -.. . . •. -~ .. -·:.. ... -·, BW 1 '-0" •, __ .. ,. 41-0" SWALE rt SWALE &: CATCH BASIN 1'-5 1/2" 1'-5 1/2" TG = 243.54\ •·:c:.···.,.....,.."',..,-·.:ca•-.-.,·,.,...•·-··......,,...,.--'"'"',;-. '· •· r-. • . • ·--. .. ·: 11l IE = 241 .69 (FIELD VERIFY) •·• '•, -: ,"':.::: • ·:' : ••• ' I , :•, ,I S=1.0%min IE = 241.79 • IEc. • · 11=1) •· . . ... ,-Jl= .. . ·. -·•· .... •· -II-' : ,, _. .:·: ,,. •.. •-. ~,..._-:• ,.-: : ' 11=11 13 11-lllc-·•1- 1 t' PVC DRAINAGE PIPE, SDR-35, WITH REINFORCED CAP ALONG PIPE PER DETAIL THIS SHEET GALVANIZED BAND COUPLING W/GASKETS ::::::=J 1 FINISHED GRADE 2 CATC H BASIN TYPE G-1 PER SDRSD D-8 • a> 3•-0· SUP-06-15 -,.. --. ' : . ,"', ; REINFORCED CAP DETAIL SCALE: ½"=1'-0" DRAINAGE CONNECTION DETAIL EARTHWORK: APPROXIMATELY 24,000 CF (900CY) OF NATIVE SOI L WILL BE REMOVED DURING SLOPE GRADING. CONTRACTOR IS RESPONSIBLE FOR DISPOSAL AT AN APPROPRIATE OFFSITE LOCATION . I EL CA MIN G \ \ 20 10 0 20 40 EXISTD~ TO BE REMOVED LIMIT 01; WORK REAL \ \ I l ' • \ \ \ II AS BUIL T11 At/,p'~ U~r~ 7-'2'1.~M RCF :2 $/7t, EXP. 3-,J /, /2. DATE REVIEIIED BY, 80 0 7-, ( e;:1 INSPECTOR ~/J,,/z,,a DATE SCALE: )f = 1' -0" I I )i ) I ' I J j ;l .,,I i --1 • 371+27.41~51 .83' Rl BEGIN 5.6.WCUT BEGIN REMOVE AC DIKE LIMIT OF WORK DATE INITIAL -CJ / ,. \ \ 1 ~ ~{//LT '--, u j/ ~> ' u; CV cl > I t-- 1-,_ - I I . - t \ ENGINEER Of WORK REVISION DESCRIPTION ' ------- 370+00 \ • ' - 0 CENTERLINE DATA NO. 11 OR BEARING RADIUS LENGTH REMARKS 1 11 = 51"41'44" 1800.00' 1624.07' - □ CURB DATA NO. 11 OR BEARING RADIUS LENGTH REMARKS 1 N 52"43' 49" W -39.40' 6" TYPE "G" C &: G 2 11 = 01 "01'15" 1851.50' 33.00' 6" TYPE "G" C &: G 3 N 54·35'34• W -28.50' 6" TYPE "G" C & G DISPOSITION NOTES: ffi PROTECT IN PLACE. ffi ADJUST TO GRADE PER CMWD W13. ffi SEE LANDSCAPE PLANS FOR IRRIGATION REMOVAL AND REPLACEMENT. ffi REMOVE TREES. & SLOPE OF SWALE = SAME AS TOP OF CURB EXCEPT FOR LAST 14' WHERE SWALE CONNECTS TO CATCH BASIN, THEN SLOPE OF SWALE = 1.0%. ffi CONSTRUCT 4' WIDE CHAIN LINK WALK GATE PER SDRSD M-5 WITH BLACK PVC COATING. ffi CONSTRUCT NEW 6' CHAIN LINK FENCE PER SDRSD M-6, WITH BLACK PVC COATING. ffi ADJUST GAS VALVE TO GRADE BY OTHERS, COORDINATE WITH DON QUINN OF KINDER MORGAN AT (714) 560-4940. & RELOCATE EXISTING AIR VACUUM VALVE ASSEMBLY TO ABOVE GROUND LOCATION-DIG UP & TURN OFF CORP STOP AND CUT EXISTING 'l' COPPER SERVICE PIPE TO ADD NEW t' COPPER SERVICE PIPE &: TEE (FOR 1• WATER SERVICE CONNECTION). INSTALL AUL REQUIRED FITTINGS AND METER BOXES PER CMWD STD DWG NO. W7-A AND DETAIL ON SHEET 3 TO CONNECT TO RELOCATED AIR VACUUM VAVLE ASSEMBLY. TURN CORP STOP ON ONCE CONNECTION IS COMPLETE. LJJh METER BOX AND ANGLE METER STOP, PER STD DWG NO W7-A, SHALL BE LOCATED IN THE SIDEWALK. L]J, 1" IRRIGATION WATER SERVICE CONNECTION FOR 5/8" METER PER CMWD STD DWG NO. W3. WATER SERVICE TO CONNECT TO t' COPPER SERVICE PIPE FROM AIR VACUUM VALVE ASSEMBLY. SEE SHEET 7 FOR IRRIGATION. Lit, INSTALL THERMOPLASTIC STORM DRAIN MARKER PER DETAIL IN APPENDIX B. ~-, --· -Lil,. FEATURES NOT MARKED FOR REMOVAL SHALL BE PROTECTED IN PLACE. ANY DAMAGE OR DISTURBANCE OUTSIDE THE LIMITS OF WORK SHALL BE REPAIRED TO ORIGINAL CON DITION OR REPLACED WITH NEW AT THE CONTRACTOR'S EXPENSE. DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL CI TY OF CARLSBAD I SHEETS I ENGINEERIN G DEPARTMEN T 14 \\1DENING OF EL CAMINO REAL NORTH OF COUGAR DRIVE ROADWAY IMPROVEMENT PLAN , PROFILE , & DETAIL APPROVED: WILLIAM ~~MER _/4.w4-,.,:. ~--P11. Z-Z9-DI PE: 28176 EXP: 03 31 08 DEPUTY CITY ENGINEER DATE OWN BY: CHKD BY: RVWD BY: RDL AT MRC PROJECT NO. DR A\\1N G NO. 3920 430-1 072108 0 .p,.. :e 0 G> -.p,.. ..... w .p,.. 0 I ..... EROSION CONTROL NOTES 1. THESE ARE MINIMUM REQUIREMENTS FOR WATER POLLUTION CONTROL DURING CONSTRUCTION. A DETAILED WATER POLLUTION CONTROL PLAN SHALL BE PREPARED BY Tl-IE CO NTRACTOR PER SECTION 7-8.6 OF THE GENERAL PROVISIONS. 2. CONTRACTOR TO PROVIDE AN EMERGENCY CONTACT IN CASE EMERGENCY WORK IS REQUIRED. 3. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 4. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF Tl-IE ENGINEERING INSPECTOR. 5. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 6. THE CO NTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CI RCUMSTANCES WHICH MAY ARISE. 7. THE CO NTRACTOR SHALL BE RESPONSI BLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLJC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/ 4 INCH MINIMUM AGGREGRATE. 11 . PLANTING AREAS TO RECIEVE EROSION CONTROL PER NOTE 1 ON SHEET 13. I 0 ttf>_: -- \ BOYLE •na1n..,,,,.,a CDl'IPOl'll'ITtOn 7807 CONVOY COURT, SU ITE 200 SAN DIEGO, CA 92111 (858)268-8080 DWG: H:\C17\ 150\Cad\Plonset\I430-185_dwg USER: meredith \ I I / /' I / I I I I / f-I "' ' ' ~ DATE: Feb 27, 2008 4:27pm XREFS: C-RP-2 C-UP C-801 C-SV-R0W C-HA FG-C0NS-2 0G-C0NS I I I I.. -, I I ) 255 I I I 250 -I / ./. -~ ,.,, = ------ > ~\y ~ ,/' ---.J. -· 10 5 0 I I '-- -~- \-~ -l -.,.-1. rt""'.' --:et ~ T f • - 10 20 30 1. S£T POSTS AND £XCAVATE A 4 BY 4 IN TR£NCH UPSLOP£ FROM AND ALONG THE LIN£ OF POSTS. 3. A TT A CH TH£ FILTER FABRIC TO THE 'MR£ FENCE AND EXTEND IT INTO TH£ TR£NCH. LEDGEND SILT FENCE UNLINED SWALE INLET PROTECTION 2. STAPLE 'MR£ F£NCING TO TH£ POSTS. 4. BACKFILL AND COMPAC T TH£ EXCAVATED SOIL. SILT FENCE \_ ■ • • CURB GUTTER SLOTTED PIPE INLET INLET PROTECTION SUP-06-15 -,--, , --\ .,. \ ---1 ~ CIT Y OF CA RLSBAD I SHEE TS I ~ ENGINEER ING DEPARTMEN T 14 WI DE NING OF EL CAMINO REAL NORTH OF COUGAR DRIVE 11 AS BUIL T11 WATER POLLUTION CONTROL PLAN & DETAIL ~ /4,;;;?/c Mt r1£L,. 7-2,2• /t) APPROv£D: \\1 LLIAM E. UMM R R(T2fll76 EXP ,'3-?,/•11 DATE ~~~~~~~~~~~~;--;c:==2,-2 9.,,9 t-:::;::--;-;;:::--:;:~;::--------------i-1-_-_-_----1t-_-_----1-+---,~--_-_-:.:--:--.. -7--:7--:-=-,-_-_-_-_-_-_-_--~-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_---+-r _-_-_--~-t--_-_-_-7-;-_-_-_-_---t-r _-_-_-77 DEP UTY CITY EN GINEER DA TE REVIEVED BY• ,4$ fJ{/llT DWN BY: RDL PROJECT NO DRA WING NO. /. ]_ Q -./_/. /2 DATE INITIAL DATE INITIAL DATE INITIAL CHKO BY AT 430 1 ~· •tP~ ~ C<'f'f°3r> 21,(p REVISIO N DESCRIPTIO N RVWD BY: MRC 3920 -]NSPEC TOR DA TE ENGlNEER OF WORK OTHER APPROVAL CITY APPROVAL 072108 0 u, == 0 Ci) ....,,. .... w ,,:. 0 I .... ' (/) (") ~ -• II ~ STA 376+25 MATCH EXISTING STRIPING CITY OF CARLSBAD STANDARD NOTES FOR SIGNING AND STRIPING PLANS THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL SIGNING AND STRIPING . 1. 2. 3. 4. 5. 6. 7. ALL SIGNING, STRIPING AND PAVEMEN T MARKINGS SHALL CON FORM TO THE CALIFORN IA MANUAL ON UNIFORM TRAFFIC DEVICES (FHWA'S MUTCD 2003, REVISION 1 AS AMENDED FOR USE IN CALIFORNIA (CALIFORNIA MUTCD), DATED 9-26-2006), THE CALTRANS STANDARD SPECIFICATIONS (2006 OR LATEST VERSION TH EREOF), TH ESE PLANS, AND THE AMEND MEN TS TO PART 2 AND 3 OF THE SSWPC. ALL SIG NING AND STR IPIN G IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. ANY DEVIATION FROM TH ESE SIGNI NG AND STRI PING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND THE PUBLIC WORKS DIRECTOR PR IOR TO ANY CHANGE IN THE FIELD. ALL STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIFICATIONS. STRIPING SHALL BE REPAI NTED TWO WEEKS AFTER INITIAL PAINTI NG . ALL SIGN AGE SHALL BE REFLECTIVE PER CAL TRANS SPECIFICATIONS AND SHALL USE ENCAPSULATED LENS REFLECTIVE SH EETING (HI GH INTENSITY OR EQUAL). PRIOR TO FIN AL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500' PERI ME TER OF THE CONSTRUC TION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITIO N, IN A MANNER MEETING THE APPROVAL OF THE CI TY INSPECTOR. 8. EXACT LOCATION OF STRIPING AND STOP LI MIT LINES SHALL BE APPROVED BY THE PUB LIC WORKS DIRECTOR OR HIS REPRE SEN TATIVE PRIOR TO INSTALLATION . 9. CONTRACTOR SHALL REMOVE ALL CONFLICTI NG PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEB RIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 10. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS STENC ILS. 11. LIMIT LI NES AND CROSSWALKS SHALL BE FIELD LOCATED. CR OSSWALKS SHALL HAVE 1 O' INSIDE DIMENSION, UNLESS OTHERWISE SPECIF IED. 12. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVE MEN T ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHER WISE SPECIFIED. 13. FIRE HYDRANT PAVEMEN T MAR KERS SH ALL CO NFORM TO THE CALIFORNIA MUTCD AS AMENDED BY SAN DIEGO REGIONAL STANDARD DRAWING M-19. 14. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 15. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFOR NIA MUTCD 2003 UNLESS OTHERWISE SPECIFIED . 16. SIGN POSTS SHALL BE SQUA RE PERFORATED STEEL TU BING WITH BR EAKA WA Y BASE PER SAN DIEGO REGIONA L STANDARD DRAWIN G M-45. 17. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD APPROVED MOUNTING BRACKET WITH STRAPS. 18. EXISTING SIGNS REMOVED BY THE CON TRA CTOR SHALL BE DELI VERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PU BLIC WORKS YA RD AT 405 OAK AVENUE. 19. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN . 4 R26 6 -- STA 375 +24 MATCH EXISTING STRIPING 2 --~~el ·---5•-----~ _lt-_ 2 -- [j] MADONNA HILL RESDENTIAL ELDERCARE SIGN [j] TYPE IV (RT) ARROW [j] MADONNA HILL GUEST HOME SIGN [j]STREET LIGHT ,,,.., r R7-9o R2-1 - ,-- EL CAMINO REAL BDYL.E •na,n-Atna COFIPOAAT/On 7807 CONVOY COURT, SUITE 200 SAN DIEGO, CA 92111 (858)268-8080 DWG: H:\C11\ 150\Cad\Planset\1430-186.dwg USER: meredith DATE: Feb 27, 2008 4:27pm XREFS: C-RP-2 C-UP C-VA C-SV-ROW C-HA C-801 ---- 40 20 0 40 80 120 • I I I I I I / J I I I I I I I I / rR26 (CA) I I I ! I I \ " "'~l=-c=-:::=-~c=....,;.~ 12' L __ ,_~ r-- 11 AS BUIL T11 ~0~ 7-;z.2 -la RCE 2 .iJJ~ EXP 3 • 3 /,, t)--DATE REVIEIJED BY• (;i>s c t f2._ Q. C¼ rie('5l>i-,,,,, Q INSPECTOR -__.. DATE 3 EXISTING SIGN DETAILS N15 I~ • W4-2 R1 -1 ~ E ~ R7-9a W9-2 RIGHT LANE MUST TURN RIGHT R3-7 NO PARKING ANY TIME R26 (CA} SPEED LI MIT 55 R2-1 RIGHT TURN ONLY R41 joNE WAY> R6-1 (RT) SIGNING AND STRIPING CONSTRUCTION NOTES: [I} EXISTING TO REMAIN OR AS MOD IFIED PER DWG 406-1. [I] REMOVE EXISTI NG STRIPI NG BY GRINDING BEFORE OVERLAY PER DWG 406-1. QJ REMOVE EXISTI NG PAVEMENT MARKIN GS BY GRINDI NG BEFORE OVERLAY PER DWG 406-1 . I]) REMOVE EXISTI NG SIGNS. [I) PAINT BIKE LANE INTER SECTION LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39A. []J PAINT A SINGLE 6" BIKE LA NE LI NE PER CALTRANS STANDARD PLAN A20D, DETAIL 39. [I] INSTALL LANE LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 12. STA 369+95.06 MATCH EXISTING STRIPING SUP-06-15 --------------------. 1 PRIVATE SIGN _ & W9 -2 ------------t----=-, ·-------~ --- ---- 2 DETAIL 38 --------- ------------------ I SH~ET I CITY OF CARLSBAD L[J ENGINEERING DEPARTMENT 4 W10ENING OF EL CAMINO REAL NORTH OF COUGAR DRIVE SIGNING AND STRIPING PLAN APPROVED: WILLIAM c P ,';;,t'IMER -e,.z9. ,, "· J .,-r. ✓~- Pt' 28176 EXP: 03/31 /08 DEPUTY CITY ENGINEER DATE If\ .45 8U/lT D1'11N BY: RDL I PROJECT NO. I DRAW1NG NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: AT 3920 430-1 REVISION DESCRIPTION RVWO BY: MRC ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL 072108 C O> :E 0 Ci) .... .,:,. .... w .,:,. 0 I .... RECYCLED WATER SYSTEM WIDENING OF EL CAMINO REAL RECYCLED WATER STANDARD PLAN NOTES RECYCLED/ WATER USE MAP I. ALL WO~ SHALL BE IN ACCORDANCE UJITH THE CARLSBAD MUNICIFLE UJATER DISTRICT RULES AND REGULATIONS. 2. DRINKING UJATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT UJITH RECYCLED UJATER SPRAY, MIST, OR RUN-OFF. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT FOSSl6LE FONDING, RUN-OFF, OVERSPRAY, AND MISTING. 4. HOSE 6165 ARE 5TRICTL Y PROHIBITED. S. CROSS-CONNECTIONS 6ETUJEEN RECYCLED UJATER LINES AND FOTA6LE UJATER LINES ARE STRICTLY PROHIBITED. 6. NO SU6STITUTIONS OF FIFE MATERIALS UJILL 6E ALLOUJED UJITHOUT PRIOR APFROV'AL OF THE CARL56AD MUNICIFLE UJATER DISTRICT. 1. ALL MAINLINE FIFES SHALL HAVE UJARNING T AFE FER THE CARLSBAD MUNICIFLE UJATER DISTRICT RULES AND REGULA TION5. 8. HOURS FOR IRRIGATION UJITH RECYCLED UJATER ARE FROM S,iZ>iZ> F.M. TO 6,IZ)IZ) A.M. THE HOURS FOR IRRIGATION UJITH DISINFECTED TERTIARY RECYCLED UJATER MAY 6E MODIFIED BY LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS UJITH DISINFECTED TERTIARY RECYCLED UJATER 51-lALL 6E UNDER 5UFERVl5I0N OF Tl4E DESIGNATED USER SUPERVISOR. IRRIGATION UJITl-4 UJATER OF A LESSER QUALITY Tl4AN DISINFECTED TERTIARY RECYCLED UJA TER SHALL 6E 6ETUJEEN THE HOURS OF S,iZ>iZ> F.M. AND 6,IZ>IZ> A.M. S. BURIAL OF ALL UJIRING AND FIFING 514ALL MEET THE CARLSBAD MUNICIFLE UJATER DISTRICT RULES AND REGULA TION5. IIZ>. NON-DESIGNATED USE AREAS 514ALL BE PROTECTED FROM CONTACT UJITH RECYCLED UJATER, UJHETHER 6Y UJIND6LOUN &FRAY OR BY DIRECT APPLICATION THROUGl-4 IRRIGATION OR OTHER USE. LACK OF PROTECTION, UJHETHER BY DESIGN, CONSTRUCTION PRACTICE, OR SYSTEM OPERATION IS 5TRICTL Y PROl4IBITED. II. IRRIGATION 14EAD5 51-lALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER-SPRAYING ONTO SIDEUJALK5, STREETS, AND NON-DESIGNATED USE AREAS. 12. RECYCLED UJATER QUICK COUPLING VALVES SHALL 6E OF A TYPE DESIGNED FOR USE ON RECYCLED UJATER Dl5TRl6UTION 5Y5TEM5 FER Tl4E CARLSBAD MUNICIFLE UJATER DISTRICT RULES AND REGULATIONS. 13. ON RECYCLED UJATER SYSTEMS, ALL APPURTENANCES (FIFING, SPRINKLER HEADS, VALVE 60XE5, ETCJ SHALL BE COLOR-CODED (PURPLE) IN ACCORDANCE UJITH AMERICAN UJATER WO~ ASSOCIATION (AU.WA) GUIDELINES AND SECTION ll68IS OF THE CALIFORNIA HEAL TH AND SAFETY CODE. 14. ALL IRRIGATION FIFES Sl4ALL BE STENCILED UJITf-1 Tf-lE UJARNING, "NON-FOTA6LE OR RECYCLED UJATER," COLOR-CODED (PURPLE> AND LAID WITf-1 UJARNING T AFE AND STENCILING TOUJARD THE TOF OF Tf-lE TRENCf-1 FER THE CARLSBAD MUNICIFLE WATER DISTRICT'S RULE& AND REGULA TION5. IS. ON NEUJ ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND 5EUJER LINES SHOULD BE A PLACED A MINIMUM OF FOUR < 4) FEET APART OR AS DIRECTED 6Y Tl-IE ~JECT ENGINEER AND/ OR REGULA TORY AGENCY. MEASUREMENTS 51-lALL BE BETUJEEN FACING SURFACE&, NOT FIFE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TUJELVE (12) INCHES BELOUJ POTABLE WATER LINES AND MAINTAIN AT LEAST TUJELVE INCf-lE5 CROSSING SEPARATION BETUJEEN OTl4ER UTILITIES. BOYL.E • ,ca, IV'NI' C'DIW'Q1IA nan 7807 CONVOY COURT, SUITE 200 SAN DIEGO, CA 92111 (858)268-8080 DWG: U:\Projects\Projects-2006\06013 EL CAMINO REAL -BOYlf\06013-RWTlheet.dwg USER: now OAT£: Jan 21, 2008 1:20pm XREFS: TB C-HA C-RP-2 C-SV-ROW C-801 FG-CONS-2 0601J U-1 LP-1 11. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED A60VE A POTABLE UJATER LINE OR LE55 Tf-lAN TUJELvE (12) INCf-lES BELOUJ A POTABLE WATER LINE, Tl4EN Tf-lE RECYCLED UJATER LINE Sf-lALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS FER Tf-lE CARLSBAD MUNICIFLE WATER DISTRICT'S RULES AND REGULATIONS. 18. DEVELOPER/ CONTRACTOR 5f-lALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIFLE UJATER DISTRICT AND COUNTY OF SAN DIEGO, DEPARTMENT OF ENVIRONMENT AL 1-lEAL Tl-4, PRIOR TO ANY USE OF RECYCLED WATER. IS. T14E REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EIT14ER THE CARLSBAD MUNICIFLE UJATER DISTRICT ANDI OR Tf-lE COUNTY OF SAN DIEGO, DEPARTMENT OF ENVIRONMENT AL f-lEAL Tf-1. COPIES OF INSPECTION REPORTS UJILL BE FORUJARDED TO Tf-lE NON-INSPECTING PARTY. 21Z>. THE DESIGN AND LOCATIONS FORFO5ED FOR RECYCLED UJATER "DO NOT DRINK" 5IGN5 SHALL BE CALLED OUT ON Tl4E FLANS. 21. UJHEN RECYCLED UJATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR 5f-lALL BE DESIGNATED IN WRITING. Tl-4I5 INDIVIDUAL 51-lALL 6E FAMILIAR UJITf-1 PLUMBING SYSTEMS UJITf-llN THE PROPERTY, WITf-1 Tf-lE BASIC CONCEPTS OF BACKFLOUJ/CRO55-CONNECTION PROTECTION, RECYCLED PURVEYOR'S RULES AND REGULATIONS AND Tl4E SPECIFIC REQUIREMENTS OF A RECYCLED WATER IRRIGATION SYSTEM. COPIES OF Tf-lE DESIGNATION, WITl-4 CONTACT Ff-lONE NUMBERS, 51-lALL BE PROVIDED TO THE CARL56AD MUNICIFLE WATER DISTRICT AND COUNTY OF SAN DIEGO, DEPARTMENT OF ENVIRONMENT AL f-lEAL Tf-1. IN CASE OF EMERGENCY CONT ACT, ClTJ: OF CARLSBAD EIRE DEPARTMENT e, <JE>li:2> S31-2114 OR AFTER f-lOURS, CONTACT, CITY OF CARL56AD FIRE DEPARTMENT e, (1E>IZI) '331-2114 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAIN&, INCLUDING FIRE SERVICE MAIN& AND ANY WATER UJELL5 AND WATER COURSES WITf-llN T14E RECYCLED WATER PROJECT LIMIT& &f-lALL BE SHOUN ON Tf-lE IMPROVEMENT FLAN&. 23. CALL OUT ON Tl4E FLANS IF Tf-lERE ARE OR ARE NOT DRINKING FOUNTAIN& AND/ OR DESIGNATED OUTDOOR EATING AREA& ON Tf-1I5 SITE. 24. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BA&l5 OF Tf-lE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED Tl4AT RECYCLED WATER 15 MEANT FOR IRRIGATION PURPOSES ONLY, AND 15 NOT APPROVED FOR DRINKING PURPOSES, f-lAND WASH, CLEANING OF TOOLS ETC. GIVEN Tf-lE f-llGH TURNOVER RATE OF EMPLOYEE& IN Tf-lE LANDSCAPE INDUSTRY IT 15 IMPORTANT Tl-4I5 INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. 2S. A Ff-lYSICAL SEPARATION 514ALL BE PROVIDED 6ETWEEN ADJACENT AREAS IRRIGATED WITI-I RECYCLED WATER AND WITf-1 POTABLE WATER SEPARATION Sf-lALL 6E PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTl-lER APPROVED METHODS. ,. OALIPo•••A OO"POaATIO ■ MW PELTZ+ ASSOCIATES LANDSCAPE ARCHITECTURE SOLANA BEACH, CALIFORNIA 858.481 .0888 / RLA 2010 \\ \ . \ \ ' \ ----\ ----\ -------\ \ . \ \ "----\ \ \ \ \ \ . \ \ \ \ \ __.. --- --- NORT'1 \ \ \ 55 25 LOCATION MAP 'AS BUILT" µ/~ .,.--~ill J--Z - RCF1,6/7C EXP. 3 ,3 /, I)_ REVIEIIED BY• ----~JECT &ITE :Z.-22-14 DATE ~TdRB&r cR;: tk/-,,. {?.ro D TE \ '.16 ----- LIMIT OF WO~ EL CAMINO ~AL f:EGEND • RECYCLED WATER POINT OF CONNECTION TO NON-POTABLE, NON-PRESSURE PIPE (HOA) ■ POTABLE WATER POINT OF CONNECTION (CITY) ,A. POTABLE WATER POINT OF CONNECTION (PRIVATE) I I RECYCLED WATER USE AREA (HOA) POTABLE WATER MAINLINE -•-POTABLE WATER MAIN LINE (CITY) VICINITY MAP 8 Son lr.ilorco!l PACIFIC -· OCEAN . OIJvenheln • • Rancho Santa Fe NORTH I/\ AS !3/1/LT DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DECLARATION OF LANDSCAPE ARCHITECT WORK I HEREBY DECLARE THAT THE DESIGN OF THE IMPROVEMENTS SHOWN ON THESE PLANS COMPLIES WITH PROFESSIONAL LANDSCAPE ARCHITECTURAL STANDARDS AND PRACTICES. AS THE LANDSCAPE ARCHITECT IN RESPONSIBLE CHARGE OF THE DESIGN, I UNDERSTAND AND ACKNOWLEDGE THAT THE PLAN CHECK OF THESE PLANS BY THE CITY OF CARLSBAD AND COUNTY OF SAN DIEGO, DEPARTMENT OF ENVIRONMENTAL HEAL TH IS A REVIEW FOR THE LIMITED PURPOSE OF ENSURING THAT PLANS COMPLY WITH CITY PROCEDURES AND OTHER APPLICABLE POLICIES AND ORDINANCES. THE PLAN CHECK IS NOT A DETERMINATION OF THE TECHNICAL ADEQUACY OF THE-OESIGN OF THE IMPROVEMENTS. SUCH A PLAN CHECK DOES NOT THEREFOR RELIEVE ME OF MY RESPONSIBILITIES FOR THE DESIGN OF THESE IMPROVEMENTS. AS THE LANDSCAPE ARCHITECT OF WORK, I AGREE TO INDEMNIFY AND SAVE THE CITY OF CARLSBAD, ITS OFFICERS, AGENTS AND EMPLOYEES HARMLESS FROM ANY AND ALL LIABILITY, CLAIMS, DAMAGES OR INJURIES TO ANY PERSON OR PROPERTY WHICH MIGHT ARISE FROM THE NEGLIGENT ACTS, ERRORS OR OMISSIONS OF THE LANDSCAPE DESIGN, #l~ liA-~ MY~OYEES,A N RCONSULTANTS S U E OF L NDI::,1.,;1~t'E RCHITE LICENSE NUMBER DATE SHT. NO 7 8 9 10 11 12 13 14 SHEET INDEX SHEET SHEET TITLE REF. NO. T-1 RECYCLED WATER TITLE SHEET Ll-1 IRRIGATION PLAN Ll-2 IRRIGATION LEGEND AND NOTES Ll-3 IRRIGATION DETAILS Ll-4 IRRIGATION DETAILS Ll-5 IRRIGATION DETAILS LP-1 PLANTING PLAN LP-2 PLANTING DETAILS, LEGEND AND NOTES RECYCLED WATER "DO NOT DRINK" SIGN 1 I------I---"" WE ARE CONSERVING OUR MOST VALUABLE RESOURCE BY IRRIGATING OUR LANDSCAPE WITH RECYCLED WATER RECYCLED WATER AGUA RECICLADA DO NOT DRINK NO TOME EL AGUA COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONEMENTAL HEAL TH 12· /~'--;;,-__ _ APPROVED~ .. Ue/,LS I SH?EET I CITY OF CARLSBAD ENGINEERING DEPARTMENT 'MOENING OF EL CA~INO REAL NORTH OF COUGAR DRIVE T-1 [:[J 4 RECYCLED WATER TITLE SHEET AP!~O~D: 'MLLIAM E . .JLUMMER - ~ H · OL-Z4-t28 PE: 28176 EXP: 03/31 /08 DEPUTY CITY ENGINEER DATE I I DATE INITIAL DATE INITIAL DWN BY: RQL PROJECT NO. DRA'MNG NO. CHKD BY: AT '3920 430-1 OTHER APPROVAL RVIM'l RY· MRC CITY APPROVAL C ..... :E 0 C') -... -w .lio,c:, I - - MODIFY/ REPAIR EXISTING IFcFclGsATION&--- A& 51-lOWN TO ~VIDE COMPLETE WATER COVE~ TO ENTIRE PLANTER. VERIFY TI-IAT EXISTING SYSTEMS CAN ACCOMMODATE ADDITIONAL I-IEADS PRIOR TO CONSTRJJCTION. COORDINATE ALL W~ WITI-I I-IOME OWNER'S A&eOCIATION MAINTENANCE PERSONNEL PRIOR TO 6EGINNING CONSTRJJCTION. REFER TO 1-1.O.A. LEGEND FOR NON-POT A6LE EQUIPMENT. \ \ \ I \ \ \ \ \ \ I I I I I \ \ \ I ......_. I I "'\-.,~ \ \ I --... I I \ I I I I \ I \ I \ I I I I \ \ I I I \ \ \ \ \ \- , / , --- ----------~ ----------------I \ \ I L ~--- REMOTE CONTROL VAL VE CALLOUT: CITY VALVE CALLOUT STATION SEQUENCE VALVE SIZE PRIVATE LOT VALVE CALLOUT Al 1 " STATION SEQUENCE----'-61 VAL VE SIZE __ ___._ "-.... 1 " (!) S I(!) NORTH SCALE, l"=I(!)' !:, 1 ---VALVE DISCHARGE ( API= ROX. GALLONS PER MINUTE) ----VALVE DISCHARGE .---(APPROX.GALLONS PER MINUTE) 8 6 8 ' --- • • • - \ ;;/4 " c~ -----• • EL CAMINO REAL IRRIGATION SPRAY NOTES: I. ALL SHRUB SPRAY HEADS INSTALLED FARTHER THAN TEN (I(!)) FEET FROM PAVING, CURBS, SIDEWALK.5, STEPS, TUFi!F BOUNDARIES OR OTHER PEDESTRIAN AREAS MAY BE INSTALLED AS A RAINBIRD PA-85 (POT A6LEJ OR PA-8S-NP <NON-POT ABLE) SHRUB ADAPTER WITH THE NOZZLE AS SHOWN. 2. GPM SHOWN AT UNADJUSTED FULL FLOW 3 . ADJUST 5PRAY TO SUIT LOCAL CONDITIONS. 4. WHEN INSTALLING SPRINKLER PATTERNS USING NOZZLES THAT REQUIRE ARC PATTERNS OTHER THAN THE STANDARD ARC PATTERNS(%(!), IW, 12(!), ~-ETC.) THE CONTRACTOR SHALL USE VARIABLE ARC OR ADJUSTABLE ARC NOZLES. RADIUS OF NOZZLES SELECTED TO MATCH SITE CONDITIONS. \ \ \ \ A1 4 1 " A2 8 IFcfcl ATION CONTROLLER 'A'. REFER TO .------l CITY IFcfclGsATION NOTE 11'2, TI-IIS 51-!EET FOi T OF CONNECTION 'A'. REFER TO _ __, CITY IFcFclGsATION NOTE .,, TI-IIS 51-!EET / ----------------- ---------------- ---- A3 7 1 " 1 " A4 1 " 5 GENERAL IRRIGATION NOTES: I. IRRIGATION SYSTEMS ARE TO BE INSTALLED A5 SHOUN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY UJITH LOCAL CITY, COUNTY, AND STATE REQUIREMENTS FOR 60TI-I EQUIPMENT AND INSTALLATION. 2. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS TI-IAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL I-IEAD LAYOUT UJITH OU.NER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING UJORK 3. PULL (2) SPARE CONTROL UJIRES AND Tl-IE COMMON UJIRE FROM CONTROLLER "A" TO ALL MAINLINE END RUNS. MAKE UJIRE ENDS UJATERPROOF, TAPE AND LABEL AS "SPARE A UJIRES", AND PLACE INSIDE VALVE BOX. 4. INSTALL ALL IRRIGATION VALVES UJITHIN PLANTER AREAS. S. SEE SHEET 14 FOR RECYCLED UJATER INFORMATION. "AS BUILT" SUP-06-15 CITY IRRIGATION NOTES: ~ I. POINT OF CONNECTION TO CITY UJATER METER TO BE INSTALLED lO'--Jl AS SHOUN ON SHEET 4. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED FITTINc:sS TO COMPLETE THE CONNECTION TO THE UJATER METER CONTRACTOR SHALL RUN A I" COPPER TYPE 'K' lO LINE FROM THE UJATER METER THROUC.H THE RELATED APPURTENANCES THEN TRANSITION TO PVC FOR THE REST OF THE SYSTEM. REFER TO THE IRRIGATION EQUIPMENT LEGEND, SHEET S\J Ll-2 FOR THE METER SIZE AND 6ACKFLOUJ PREVENTION DEVICE SIZE. ~ STATIC UJATER PRESSURE ±9(!) PSI DESIGN UJATER PRESSURE 62 PSI MAXIMUM DEMAND 1 GPM PRESSURE REC:SULATOR SETTING W PSI [le: 2. CONTROLLER "A" (CITY) SHALL BE A PEDESTAL-MOUNT, SOLAR UNIT (SEE LEGEND). FINAL LOCATION OF CONTROLLER ELECTRICAL POC, AND APPURTENANCES SHALL BE CONFIRMED UJITH OU.NER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING UJORK THE LANDSCAPE CONTRACTOR SHALL CONNECT THE LOUJ VOLT AGE CONTROL UJIRES TO THE CONTROLLER TERMINAL STRIP IN THE SEQUENCE NOTED ON THE DRAUJINGS. ANY DEVIATIONS UJILL BE NOTED ON THE AS-6UIL T DRAUJINGS. 6 AVAILABLE STATIONS 4 STATIONS USED 3. THE IRRIGATION SYSTEM UJAS DESIGNED BASED ON A STATIC UJATER PRESSURE OF 9(!) PSI <HGL•4~, PER THE CITY OF CARLSBAD MUNICIPLE UJATER DEPARTMENT) AND THE MAXIMUM FLOUJ AT THE POINT OF CONNECTION. CONTRACTOR SHALL VERIFY EXISTING STATIC UJATER PRIOR TO COMMENCING UJORK IF STATIC UJATER PRESSURE IS LESS THAN 9(!) PSI THEN CONTRACTOR SHALL NOTIFY THE IRRIGATION CONSULTANT IMMEDIATELY FOR DIRECTION ON HOUJ TO PROCEED. FAILURE TO NOTIFY THE IRRIGATION CONSULT ANT SHALL PLACE ALL REQUIRED REPAIRS/EQUIPMENT AND OTHER RELATED COST AS THE FULL RESPONSIBILITY OF THE IRRIGATION CONTRACTOR PRIVATE LOT IRRIGATION NOTES: I. POINT OF CONNECTION (P.0.C ) "6" AT EXISTING 3/4" COPPER UJATER LINE APPROXIMATELY UJHERE SHOUN (FIELD VERIFY). THE CONTRACTOR SHALL PROVIDE ALL REQUIRED FITTINGS TO COMPLETE THE CONNECTION TO THE EXISTING MAINLINE. HE SHALL RUN A I" COPPER TYPE 'K' LINE FROM THE POINT OF CONNECTION THROLJc.H THE RELATED APPURTENANCES THEN TRANSITION TO PVC FOR THE REST OF THE SYSTEM. REFER TO THE IRRIGATION EQUIPMENT LEGEND, STATIC UJATER PRESSURE DESIGN UJATER PRESSURE MAXIMUM DEMAND PRESSURE REGULATOR SETTING t9(!) PSI SI PSI 8GPM 6~ PSI 2. CONTROLLER "6" SHALL BE A UJALL-MOUNT UNIT AS SPECIFIED BY THE LEGEND. FINAL LOCATION OF CONTROLLER, ELECTRICAL POC, AND APPURTENANCES SHALL BE CONFIRMED UJITH OU.NER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING UJORK THE LANDSCAPE CONTRACTOR SHALL CONNECT THE LOUJ VOLT AGE CONTROL UJIRES TO THE CONTROLLER TERMINAL STRIP IN Tl-IE SEQUENCE NOTED ON THE DRAUJINGS. ANY DEVIATIONS UJILL BE NOTED ON THE AS-6UIL T DRAUJINGS. I(!) AVAILABLE STATIONS 9 STATIONS USED 3. THE IRRIGATION SYSTEM UJAS DESIGNED BASED ON A STATIC UJATER PRESSURE OF 9(!) PSI AND THE MAXIMUM FLOW AT THE POINT OF CONNECTION. CONTRACTOR SHALL VERIFY EXISTING STATIC UJATER PRIOR TO COMMENCI.NG UJORK IF STATIC UJATER PRESSURE IS LESS THAN ~ PSI THEN CONTRACTOR S1--jALL NOTIFY THE IRRIGATION CONSULTANT IMMEDIATELY FOR DIRECTION ON HOUJ TO PROCEED. FAILURE TO NOTIFY THE IRRIGATION CONSULTANT SHALL PLACE ALL REQUIRED REPAIRS/EQUIPMENT AND OTHER RELATED COST AS THE FULL RESPONSIBILITY OF THE IRRIGATION CONTRACTOR Ll-1 ~ CIT1NG12!NG ~E{;\~™~~BAD ~ WIDENING OF EL CAWNO REAL NORTH OF COUGAR DRIVE IRRIGATION PLAN BOYLE MW1 l&'7CI' ctlPPQ ll"t710t7 COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONEMENT AL I-IEAL Tl-I RCE 'Z eo, EXP. 3-3;--/2. APPROVED: WILLI~ ~1.J>1MER 7807 CONVOY COURT, SUITE 200 SAN DIEGO, CA 921 11 (858)268-8080 APPROVED D..w;: M:\Projects\Projects-2006\06013 El CAMINO REAL -.BOYl.£\06013 LJ-1.dwg USER: novo O>TE: ...-i 21. 2008 1:11 pm XREFS: C-SV-ROW TB C-HA C-RP-2 lP-1 C-801 FG-CONS-2 DATE A OALIP'OfllUA OOfll"OIIATIDN MW PELTZ+ ASSOCIATES LAHDSCAPE ARCHITECTURE SOLANA BEACH, CALIFORNIA 858.481.0888 I RLA 2010 REVIE\JED BY, @ R n Pf INSPECTi =s -uY¾oK -e; 't:::?'"61 .... ,. .. .., Ot-!A-as PE: 28176 EXP: 03 31 08 DEPUTY CITY ENGINEER DA lE I ASfJI./ILT .J /,. _. l--:D-::ATE::--f-l-NITI=-cAL--t'--'---'--'=-:=='-~-------------+-0A-TE--+-1N-ITIA-L+--0A-TE-l--1N-ITIAL----l DWN BY: RD L PROJECT NO. DRAWING NO. 4'S,(HHQ REVISION DESCRIPTION CHKD BY: AT 3920 430-1 DA TE ENGlNEER Of WORK OTHER APPROVAL CITY APPROVAL RVWIJ BY: MRC 072108 0 co ::e 0 G) .... ,Iii, -"w ,Iii, 0 I ..... ·- IRRIGATION MAINLINE/ EQUIPMENT LEGEND (CITY) SYMBOL DESCRIPTION MANUFACTURER I MODEL NUMBER REMARKS DETAILS POC POINT OF CONNECTION --CONNECT APPROXIMATELY HHERE 5HOHN, REFER TO 5HEET LI-I, NOTE 111 ---[BJ 516" POT A6LE WATER METER APPROVED AND INSTALLED BY OTHER& VERIFY LOCATION, 5IZE AND WATER PRESSURE PRIOR TO f'URCI-IASING EQUIA1ENT --- B BACKFLOW PREVENTER WITH PRE55URE WILKINS ':115XL V -516" APPROX. WHERE SHOWN, FIELD VERIFY EXACT LOCATION CILl-3 REGULATOR WITH WILKINS MODEL BR-4 PROVIDE CONCRETE PAD A5 REQ'D. REFER TO SHEET LI-I, REGULATOR -314" NOTE "I FOR REGULATOR SETTING lfj] SOLAR POWERED IRRIGATION CONTROLLER LEIT 4e>e>6 WITH MOUNTING COLUMN INSTALL PERPENDICULAR TO SIDEWALK, APPROXIMATELY DILl-3 <MODEL MCOL 4e>e>e>) AND NI-IERE 51-!0WN. INST ALL PER MANUFACTURER'S PROGRAMMING KEY RECOMMENDATION. CONTACT STEVE KIM, GENTILE f (MODEL LEIT KEY) A550CIATE5 FOR ADDITIONAL PRODUCT INFORMATION ( Se>':I 461-e>':142 NO 5YM. CONTROLLER ENCLOSURE LEIT ENCL 400r2' INSTALL PER MANUFACTURER'& RECOMMENDATION DILl-3 ~ RAIN SENSOR 1-!UNTER MINI-CLIK NITl-l MOUNTING INSTALL PER MANUFACTURER'S RECOMMENDATION EILl-3 COLUMN (MODEL MCOL 4e>e>e>) E I2e> VOLT ELECTRICAL FOWER --TO BE PROVIDED BY ELECTRICIAN, FIELD VERIFY LOCATION --- V MASTER VALVE 1-!UNTER I-IBV-l&IE-P APPROX. LOCATION, FIELD VERIFY G/Ll-4 ~ REMOTE CONTROL VAL VE RAIN BIRD le>e>-PEB-PR5-D-NP 5IZE A5 NOTED, APPROX. LOCATION, FIELD VERIFY HILl-4 EB BALL VALVE SPEARS "TRU-UNION" LINE 5IZE FOR MAINLINE ISOLATION F/Ll-4 @ QUICK COUPLER VALVE RAIN BIRD 44LRC VERIFY ACTUAL LOCATION IN FIELD NILi-!:> ---NON-POTABLE, PVC PRE55URE PIPE <HAINLINE) PN PIPE OR EQUAL PVC CLASS 315 FOR 2' AND LARGER JILi-& PVC 5CH 4e> FOR 1-1/2" AND SMALLER R,51Ll-6 NON-POTABLE, PVC NON-PRE55URE PIPE <LATERAL) PW PIPE OR EQUAL PVC 5CH 4e> FOR 314" TI-IROUGl-l 2 1/2" I/LI-!:> -------WIRE CONDUIT PW FIFE OR EQUAL PVC 5CH. 4e>, 2X 5IZE OF WIRE BUNDLE IIL 1-5 ------- NO 5YM. WIRE CONNECTOR 5PEAR5 DRl-5PLICE FOR ALL WIRE 5FLICE5 BELOW GRADE Q/LI-& NO 5YM. ANTI-DRAIN VALVE VALCON ADV SERIES INSTALL ON ALL 5PRINKLER5 NITl-l LOW 1-!EAD DRAINAGE PILI-!:> NO 5YM. SWING CHECK VALVE KBI LINE SIZE BY LATERAL LINE, INSTALL DOY'iNSTREAM OF EAC,H K/Ll-4 RC-V Y'iHEN RC-V IS LOY'iER THAN THE SPRINKLER HEADS IRRIGATION MAINLINE/ EQUIPMENT LEGEND (PRIVATE LOT) SYMBOL DESCRIPTION MANUFACTURER I MODEL NUMBER REMARKS DETAILS ~ POINT OF CONNECTION --APPROXIHATEL Y WHERE SHOW. FIELD VERIFY LOCATION ---OF EXISTING 314" WATER LINE PRIOR TO CONSTRUCTION 19 WALL-MOUNT IRRIGATION CONTROLLER RAIN BIRD E5P -4Mr WITl-l <2) INST ALL APPROXIMATELY NI-IERE SHOWN, FIELD VERIFY AILl-3 E5P-5H3 MODULES EXACT LOCATION WITH Ov-lNER, PROVIDE MODULES AS NECESSARY [gJ 1212> VOLT ELECTRICAL POWER --TO BE PROVIDED BY ELECTRICIAN, FIELD VERIFY LOCATION --- IFI FLOv-1 5EN50R RAIN BIRD F5-lr2>r2>-13 INST ALL PER MANUFACTURER'S IN5TRUCTION5 B I" BACKFLOW PREVENTER v-llTl-l FEBCO 62!:>Y A -I" LOCATE PRE55URE REGULATOR ON UP5TRAH LEG OF CILl-3 I" PRE55URE REGULATOR v-llLKIN5 BR-4 I" BACKFLOv-1 DEVICE. 5EE 51-!EET LI-I, NOTE -X FOR PRE55URE SETTING Jiit REMOTE CONTROL VALVE RAIN BIRD "TRU-UNION" &IZE A5 NOTED, APPROX. LOCATION, FIELD VERIFY MILi-!:> I BALL VALVE 5PEAR5 "TRU-UNION" LINE 5IZE FOR HAINLINE ISOLATION FILl-4 Ii RAIN 5EN50R RAIN BIRD v-lR5 MOUNT TO BUILDING EAVE, IN AREA OF UNOBSTRUTED RAINFALL 13/Ll-4 ---PVC PRESSURE PIPE <MAINLINE> Pv-1 PIPE OR EQUAL PVC 5Cl-l 412> -I" JILl-4 PVC NON-PRE55URE PIPE <LATERAL) PN PIPE OR EQUAL PVC 5CH 4e> IILl-4 NO 5YM. ANTI-DRAIN VALVE VALCON ADV 5ERIE5 INSTALL ON ALL SPRAY I-IEAD5 ON RI5ER5 WITH v-llTl-l LOW PILI-!:> 1-!EAD DRAINAGE NO 5YM. SPRING CI-IECK VAL VE KBI LINE 5IZE BY LATERAL LINE, INSTALL DOV'IN5TREAM OF EACH K/Ll-4 RCV WI-IEN RCV 15 HIGI-IER TI-IAN THE SPRINKLER I-IEAD5. IRRIGATION SPRAY I-IEAD LEGEND (CITY AND PRIVATE LOT) SYMBOL &PRAY HEAD DESCRIPTION MANUFACTURER I MODEL NUMBER RADIUS P5I GALLONS PER MINUTE DETAIL& VAN 36e> 1612) 1212> 912> VAN 3612> 100 I2e> ':112> flil ~ □ El • 12' 5HRU13 POF-UF 5PRAY 1-!EAD RAIN BIRD I8I2-SAM-PRS H/ l&U SERIES NOZZLE v-1/ IWe>NP COVER [] 15' 3r2) 3.1 1.85 1.23 . ':12 OILl-5 r;;;i 0 □ l'::I []' 12" 5HRU13 POP-UP SPRAY I-IEAD RAIN BIRD I8I2-SAM-PRS H/ I2U &ERIES NOZZLE H/ IOO~F COVER 12' 30 2.6 1.3 .81 .65 0/LI-!:> r;;;i 0 □ l'::I [] 12" 51-!RU13 FOF-UF &FRAY 1-!EAD RAIN BIRD I8I2-SAM-PRS H/ li::;)U &ERIES NOZZLE HI IW~F COVER IIZ>' 30 1.58 .1':I .53 .39 0/LI-!:> ~ 8 E3 B I)';) 12" 51-!RUB POP-UP 5PRAY HEAD RAIN BIRD I8I2-SAM-PRS H/ 8U SERIES NOZZLE HI I8i::;)i::;)NF COVER 8' 312) I.SB . ':11 .35 .26 0/LI-!:> B El !l;J 12' 51-!RUB FOP-UP &PRAY HEAD RAINBIRD 18I2-&AM-PRS HI & SERIES NOZZLE v-1/ l8i::;)i::;)NF COVER 8' 312) .21Z> .13 .lr2) OILl-5 G 0 6 0 • &FRAY HEAD ON RI5ER RAIN BIRD PA-85-NF N/ l&U &ERIES NOZZLE G) 15' 30 3.1 1.85 1.23 . ':12 PILI-!:> Ii); © 0 e G) SFRAY HEAD ON RISER RAIN BIRD PA-85-NF NI I2U &ERIE& NOZZLE 12' 30 2.6 1.3 .81 .65 PILI-!:> Ii); © 0 e G) &FRAY HEAD ON RISER RAIN BIRD PA-85-NF H/ li::;)U 5ERIE5 NOZZLE le>' 30 1.58 .1':I .S3 .39 PILI-S Q @ e e @ &FRAY HEAD ON RI5ER RAIN BIRD FA-85-NF HI 8U 5ERIE5 NOZZLE 8' 3r2) l.!Zl& .&2 .3& .26 PILI-!:> e 6 (j) &FRAY HEAD ON RI5ER RAIN BIRD PA-85-NP v-1/ !:> 5ERIE5 NOZZLE 6' 30 .20 .13 . l!Zl PILI-& IRRIGATION MAINLINE/ EQUIPMENT LEGEND (I-IOA) SYMBOL DESCRIPTION MANUFACTURER I MODEL NUH6ER REMARKS DETAIL6 NON-POTABLE PVC NON-PRE55URE FIFE <LATERAL) Fv-1 FIFE "RECLAIMED WATER PVC 5CH 41Z> I/Ll-4 DE5IGNATION" OR EQUAL IRRIGATION SPRAY I-IEAD LEGEND (I-IOA) 1--~_&_YM~B_O~L-~~---< &PRAY HEAD DE5CRIPTION MANUFACTURER I MODEL NUMBER VAN 3€:>12> 1812) RADIUS PSI GALLONS PER MINUTE DETAIL& VAN360I00 I2r2> S!Zl 1'::1 []' 12" POP-UP &PRAY HEAD RAIN BIRD I8I2-5AM-PRS HI l!:>U SERIES NOZZLE HI I8e>r2' NP COVER I&' &PRAY HEAD ON RI5ER BOYLE IEnG/f1/EIEFf/f1G COFIPOFIFIT/On 7807 CONVOY COURT, SUITE 200 SAN DIEGO, CA 92111 (858)268-8080 DWG: M: \Projects\Projects...2006\06013 EL CAMINO REAL -BOYLE\06D13 LI-2.dwg USER: no,o DA][: Jon 21, 20D8 1: 32pm XREFS: C-8D1 RAIN BIRD PA-85-NF HI I2U 5ERIE5 NOZZLE COUNTY OF &AN DIEGO DEPARTMENT OF ENVIRONEMENT AL 1-!EAL TH APPROVED DATE A CALIFORNIA DDRPORA.TION MW PELTZ+ ASSOCIATES LAND5CAPE ARCHITECTURE SOLANA BEACH, CALIFORNIA 858.481.0888 I RI-" 2010 AR 3.1 1.85 1.23 . ':12 OIL I -& 2.6 1.3 .81 .6& FILI-& 'AS BUILT' 'i'i, ✓~ __.£'.!,:½p.p, i ; ~JfUd-,-7-22-/tJ RCE :2 fiO,?, EXP.~ -2. (:-/_,!.. .. DATE REVIE'.'ED BY, ~l•·t f2;,Q ~ flY{,_o./'1-DIQ INSPECTOR DATE RRG 0 I. THESE 5Y5TEMS ARE DE5IGNED TO 5UFFL Y A MINIMUM OF 312> P5I AT THE SPRINKLER HEAD A MINIMUM PRE55URE A5 STATED ON Tl-IE FLAN AVAILASLE AT Tl-IE POINT OF CONNECTION. REFER TO CIVIL DWG5 AND IRRluATION PLAN& FOR LOCATION OF F.O.C. -FIELD VERIFY AS REQUIRED. 2. OBTAIN A STATIC WATER PRESSURE READING AT Tl-IE POINT OF CONNECTION PRIOR TO ORDERING ANY IRRIGATION MATERIALS AND PROCEEDING WITH INSTALLING IRRIGATION 5Y5TEM. IF THE HATER PRE55URE FOUND 15 DIFFERENT TI-IAN 51-!0WN ON PLAN&, CONTRACTOR &HALL CONT ACT THE LANDSCAPE ARCHITECT FOR FURTI-IER INSTRUCTIONS. IN THE EVENT PRESSURE DIFFER.ENC-ES ARE NOT REPORTED PRIOR TO START OF C-ONSTRUC-TION, THE IRRIGATION C-ONTRAC-TOR SHALL ASSUME RJLL RESPONSIBILITY FOR ANY REVISIONS, AND C-OSTS ASSOC-IATED Y'ilTH SAID REVISIONS. 3. IRRIGATION MAINLINE / EQUIPMENT 15 51-!0v-lN DIAGRAMMATICALLY. IN5TALL ONLY IN FLANTINC:S AREAS. IN5TALL HAINLINE WI-IENEVER F055IBLE HITHIN 24" OF EDGE OF PAVING. 4. VERIFY EXACT LOCATION OF ALL UNDERGROUND UTILITIE5 AND ABOVE GROUND OB5TACLE5 HITHIN Tl-IE WORK AREA PRIOR TO 5T ART OF CONSTRUCTION. IF A CONFLICT EXl5T5 BETV'IEEN 065TACLE5 AND THE PROF05ED WORK, CONTRACTOR 51-!ALL PROHFTL Y NOTIFY LANDSCAPE ARCHITECT TO ARRANGE FOR RELOCATIONS, IF REQUIRED, PRIOR TO ST ART OF CONSTRUCTION. &. INSTALL 5HUT-OFF VALVES, QUICK COUPLING VALVES, AND REMOTE CONTROL VALVE& ADJACENT TO PAVEMENT AND PEDESTRIAN FATl-15 v-lHERE OCCURRING (12" MAXIMUM FROM 5UCl-l EDGE&) IN PLANTING AREA&. 6. 5YSTEM5 51-!ALL BE IN5TALLED AND ADJU5TED TO KEEF APPLIED WATER AND RUNOFF OFF OF ALL PAVING, WALKS AND OTI-IER NON-INTENDED AREA& AT ALL TIMES. THl5 &HALL INCLUDE THE &ELECTION OF Tl-IE BEST DEGREE ARC TO FIT THE 5ITE CONDITIONS AND ADJUSTING Tl-IE FLOW CONTROL 5TEM AT EACl-l REMOTE CONTROL VALVE TO OBTAIN Tl-IE OPTIMUM OPERATING PRE55URE FOR THAT SYSTEM. 1. LOv-1 HEAD DRAINAGE, v-11-!ERE OCCUR&, 514ALL SE STOPPED v-llTl-l THE U5E OF &PRING CI-IECK VALVES. &PRING CI-IECK VALVE& 51-!ALL 6E INSTALLED ON Tl-IE RI5ER A55EHBL Y OF Tl-IE SPRINKLER WHERE LON 1-!EAD DRAINAGE OCCUR&. 8. ALL LATERAL LINE END& 51-!ALL BE 5IZED 314" UNLE55 SHOWN OTI-IERWI5E. S. ALL IRRIGATION LINES UNDER PAVING AND TI-IROUGl-l v-lALl..5, FOOTING&, ETC. 51-!ALL 6E 51..EEVED WITH PVC &CH 40 PIPE. 51..EEVE 51-!ALL BE 2 TIMES THE DIAMETER OF THE PIPE TO SE SLEEVED, MINIMUM. IT 15 THE RE5FON5IBILITY OF Tl-IE CONTRACTOR TO COORDINATE THE IN5TALLATION OF 51..EEVING WITl-l OTHER TRADE5. IIZ>. UPRIGI-IT GROV'IING 5HRU65 51-!ALL BE PLANTED NO CLOSER THAN 3 FT. FROM 5FRINKLER I-IEAD5, FROM SPRINKLER 1-!EAD TO OUT5IDE EDGE OF SHRUB FOLIAGE. II. ALL SPRINKLER HEAD5 51-!ALL SE ADJUSTED A5 REQUIRED, A5 TO 1-!EIGI-IT, COVERAGE PATTERN, OR 5PRINKLER 1-!EAD ORIENT A TION, 50 AS NOT TO ALLOW BLOCKAGE OF &FRAY PATTERN BY PLANT MATERIAL, OR MISALIGNED COVERAGE PATTERN TI-IAT MAY CAU5E PLANT DECLINE OR DEMISE . 12. ALL PLANTINGS 51-!ALL BE FULLY WATERED-IN UPON PLANTING. DO NOT RELY 50LEL Y UPON THE 5PRINKLER 5Y5TEH. UTILIZE SUPPLEMENTAL H05E WATERING A5 REQUIRED, INITIALLY AND DURING Tl-IE PLANT E5T ABLl51-1HENT PERIOD, TO EN5URE ALL PLANTINGS RECEIVE ADEQUATE WATER TO Tl-IE ENTIRE ROOT ZONE. 13. IRRIGATION SYSTEMS ARE TO BE INSTALLED A5 SHOWN ON FLANS AND IN ACCORDANCE WITl-l THE CRltERIA AND 5TANDARD5 OF Tl-IE LAND5CAFE DEVELOPMENT MANUAL AND OTHER APPLICABLE 5TANDARD5 A5 OF THE APPROVED DATE OF TI-IE5E FLAN&. 14. USE TWO WRAP& OF THREE-QUARTER INCi-i (314") TEFLON TAPE FOR ALL TI-IREADED CONNECTIONS. ABBREVIATIONS: RAD.= RADIU5 ADJ.• ADJU5TA6LE VAN= VARIABLE ARC NOZZLE VAR= VARIES 1-!0A=HOHE Ov-lNER5 ASSOCIATION 111\ .45 ;Jtlll..T DA][ INITIAL DA][ SUP-06-15 15. ALL 5PRINKLER HEAD5 51-!ALL BE &ET PERPENDICULAR TO Tl-IE FINl51-l GRADE OF Tl-IE AREA TO SE IRRIGATED UNLE55 DESIGNATED ON THE FLANS. ADJU5T T14E ANGLE OF Rl5ER5 FOR SPRINKLER HEADS ON 51..0PES FOR OPTIMUM COVERAGE AND MINIMUM OVERTI-IRON OF SPRINKLER HEADS. 16. Tl-IE CONTRACTOR 514ALL NOT v-1I1..LFULL Y INST ALL THE 5PRINKLER 5Y5TEM A5 51-!0WN ON THE DRAv-llNGS WHEN IT 15 OBVIOUS IN Tl-IE FIELD Tl4AT OB5TRUCTION5, GRADE DIFFERENCES OR AREA DIMEN5I0N5 EXI5T TI-IAT MIGi-iT NOT 1-!AVE BEEN KNOWN DURING Tl-IE DE5IGN. 5UCH OB5TRUCTION5 OR DIFFERENCE& 51-!ALL BE BROUGI-IT TO Tl-IE ATTENTION OF THE LAND5CAFE ARCHITECT. IN Tl-IE EVENT THI& NOTIFICATION 15 NOT PERFORMED, Tl-IE CONTRACTOR 51-!ALL SE RE5PON5IBLE FOR ANY REVl5I0N5 NECE55ARY. 11. MONITOR THE AUTOMATIC CONTROLLER 5CI-IEDULING CAREFULLY DURING THE MAINTENANCE PERIOD AND ADJUST THE RUN TIMES ACCORDINGLY 50 TI-IAT ALL AREA& RECEIVE ADEQUATE BUT NOT EXCE55IVE MOISTURE. 51-!0RT 5ETS WITl-l REPEAT CYCLE& ARE PREFERRED TO 5INGLE LONG 5ET5 OF RUN TIMES. ADJUST ST ART TIMES TO ALLOW A MINIMUM OF ONE <I) 1-!0UR BETWEEN REPEAT CYCLE&. EXTEND DAY& BETWEEN WATERING AS FAR A5 PRACTICAL FOR Tl-IE 5EA50N. CI-IANGE IRRIGATION RUN TIME& MONTI-IL Y TO MATCl-l EVAFOTRAN5FIRATION CONDITION&. 16. PROVIDE DETECTABLE WARNING TAPE FOR ALL MAINLINE (PRE55URE PIPE> RUN&. l':1. PROVIDE 18" <MIN.) COVER OVER ALL IRRIGATION CONTROL WIRES RUNNING 5EFARATEL Y FROM HAINLINE. 2i::;). C-ONTRAC.TOR 15 TO PROVIDE TY'iO ADDITIONAL PILOT V'IIRES AND ONE C,OMMON Y'ilRE TO THE END OF THE MAINLINE RUN IN TY'ia DIRECTIONS FROM THE C-ONTROLLER. 21. AC-TUAL LOCATION FOR THE INSTALLATION OF THE BAC-KFLOY'i PREVENTER AND THE AUTOMATIC. C.ONTROLLER 15 TO BE DETERMINED IN THE FIELD BY THE OY'iNER'S AUTHORIZED REPRESENTATIVE. 22. THE C.ONTRAC.TOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARC-HITEC,T1JRAL PLANS BEFORE BEGINNING Y'iORK. 23. THE C.ONTRACTOR SHALL OBTAIN ALL NEC.ESSARY PERMITS REQUIRED TO PERFORM THE Y'iORK INDIC.ATED HEREIN BEFORE BEGINNIN5 V'IORK. 24. THE IRRIGATION C.ONTRAC.TOR SHALL ADJUST THE PRESSURE REGULATOR ON EAC-H REMOTE C,ONTROL VALVE SO THAT THE SPRINKLER HEAD FARTHEST AND HIGHEST IN ELEVATION FROM ITS RESPEC-TIVE CONTROL VALVE OPERATES Y'ilTHIN THE OPERATIN5 PRESSURE SHOr\!N ON THE IRRIGATION LEGEND. NOT TO EXC.EED (5) PSI ABOVE THE GIVEN OPERATING PRESSURE FROM THE SPEC-IFIED PRESSURE LOC-ATED ON THE HYDRAULIC, CALCULATIONS. 25. CONTRACTOR 51-!ALL PROTECT EXISTING IRRIGATION 5YSTEH5 ADJACENT TO THE CONSTRUCTION 5ITE TO Tl-IE MAXIMUM EXTENT F055IBLE. CONTRACTOR 51-!ALL CUT AND CAP ANY EXI5TING IRRIGATION 5Y5TEH5 ENTERING Tl-IE WORK AREA AND MAKE Tl-IE NECE55ARY MODIFICATION&/ REFAIR5 TO PROVIDE COMPLETE WATER COVERAGE TO EXISTING PLANT MATERIAL. 2€:o. AT NO TIME 51-!ALL IRRIGATION SERVICE TO EXISTING PLANTING OUTSIDE OF LIMIT OF WORK BE INTERRUPTED. ALLOW ONLY TEMPORARY INTERRUPTION A5 REQUIRED FOR MODIFICATION&/ REPAIR& TO AFFECTED IRRIGATION 5Y5TEMS. 21. ALL PVC HAINLINE& 51-!ALL BE SUBJECTED TO A PRE55URE TEST OF 141Z> P5I FOR A PERIOD OF 4 I-IOUR5 AND 51-!ALL BE WATERTIGHT. ALL CONTROL VALVE&, AND 51-!UT-OFF VALVES &HALL BE INST Al.LED PRIOR TO TESTING. ALL TRENCHES 514ALL BE OPEN AT TIME OF PRE55URE TE5T. IRRIGATION CONTROL WIRING 51-!ALL BE Vl5UALL Y OB5ERVED BY Tl-IE LANDSCAPE ARCHITECT. APPROVAL 51-!ALL BE RECEIVED SEFORE BACKFILLING ANY TRENCl-l. DO NOT COYER ANY NIRE5, LINES OR FITTINGS UNTIL THEY 1-!AVE BEEN CI-IECKED AND APPROVED. 26. ADV. ( ANTI DRAIN VALVE) UNIT& A5 51-!0UJN IN Tl-IE DETAIL DRAWINGS ARE FOR TYPICAL INSTALLATION ONLY, AND HAY NOT SE REQUIRED ON ALL I-IEAD5. PRIOR TO IN5TALLATION Tl-IE CONTRACTOR SHALL vERIFY WITH THE ON SITE GRADES IF THERE 15 AN ELEVATION DIFFERENCE OF 24" OR MORE BETWEEN THE 1-!IGI-IEST HEAD AND LOWEST 1-!EAD ON A 5Y5TEM, Tl-IE ADV. &HALL 6E INST ALL.ED FER PET AIL DRAWING. Ll-2 I SH~ET I ~ CITY OF CARLSBAD ENGINEERING DEPARTMENT 4 WIDENING OF EL CAMINO REAL NORTH OF COUGAR DRIVE IRRIGATION LEGEND AND NOTES A~ILLl~~'LUMMER -. ~ ·-----= ~-0.L-Z.4-(l_ 6 PE: 28176 EXP: 03731 OB • DEPUTY CITY ENGINEER DATE INITIAL DA][ INITIAL PROJ::CT NO. DRAWING NO. ENGINEER OF WDRK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL I OWN BY: : CHKD BY: RYWD BY: 11 3920 I 7 C co :E 0 G') .... ~ ..... w ~o I ..... CD MOUNT ENC.LOSURE AS PER MANUFACTURER'S 0 0 REC.OMMENDATION 0 C.ONTROLLER, SEE LEGEND FOR SPEC.IFIC.ATION. ® l"IALL MOUNTED ENC.LOSURE IF SPEC.IFIED 0 @ 120 VOLT POl"lER SUPPLY IN ® J-BOX, BY OTHERS RIGID ELEC.TRIC.AL C.ONDUIT (I") ® TO RAIN SENSOR (IF SPEC.IFIED) ON ROOF, IN RIGID 1/2" C.ONDUIT G) LOJ/11 VOLTAGE J/IIIRE IN RIGID PVC. ~-./ ;--------; 1 '---======----------18 C.ONDUIT (B") PVC. ELEC.TRIC.AL SJ/IIEEP ® TO EXTERIOR BUILDIN6 l"IALL f:.,: .. : . :"'·} ® THROUGH J-BOX ® BUILDING FLOOR BY OTHERS NOTE, I. INSTALL ENCLOSURE AS INDICATED 6Y CITY STAFF• MANUFACTURER'S RECOMMENDATION. 2. ROUTE 1,-.!JRES AND SLEEVE THROUGH v-lALL AS PER LANDSCAPE ARCHITECT'S RECOMMENDATION. A )AIALL MOUNT IRRIGATION CONTROLLER (PRIVATE LOT) , ----_1_1 _ 7 11 ____ --11 I I ,,.-, ,..,,,/r~llR-I I I I ;·;11'1-J--..._ I I 14)--+-,.1 "'"'_-:.__--',!,,I 3--,,1 .+-( I I C 1--1--++-----.- 4 t-----!3 NOTES: o I,'°' ---t~~ -~ 't. ': __ ;·_./· .• ·· t' ,-• z r: -N ® I. IN5TALLATION MU5T CONFORM TO LOCAL CODES. CD 0 NO SCALE REDUCED FRE55URE PRINCIPLE 6ACKFLOW PREVENTER WYE STRAINER (IF SPECIFIED, REFER TO LEGEND) @ 6RA55 NIFFLES (LENGTH AS REQ'D) @ ® ® FINISI-I GRADE THREADED BY 5LIF COUPLING PVC FRE5SURE SUFFL Y LINE, SEE SPECIFICATION G) 12"X12"Xl2" CONCRETE TI-IRUST BLOCKS @ BRASS TxT ELL, LINE SIZE @ COFFER TxT ELL, LINE SIZE @ TYPE 'K' COFFER TU61NG FROM EXISTING WATER SOURCE. @ 4" TI-IICK CONCRETE FAD SET 2" A60VE GRADE, 18" WIDE @ © STAINLESS STEEL ENCLOSURE (IF SPECIFIED, REFER TO LEGEND) PRESSURE REGULA TOR, SEE PRESSURE LOSS CALCULATION FOR SETTING, SHEET Ll-4 SI-IUT-OFF 6ALL VALVE SEE 5FEC5. FOR TRENCI-I DEPTH 2. CONTRACTOR MUST PROVIDE 6ACKFLOW CERTIFICATION. 3. WRAP 13RAS5 NIFFLE5 WITI-I 3 LAYERS OF FVC TAFE 6EFORE INSTALLING CONCRETE FOOTING. 0 6ACKFLOH PREVENTER BOYL.E IEnGJnEEFl/na C:OFI/DOFIFIT/Dn 7B07 CONVOY COURT, SUITE 200 SAN DIEGO, CA 92111 (B58)26B-8080 DWG: M:\Pmjects\Pmjects_2DD6\06013 EL CAMINO REAL -B0YLE\06013 U-3.dwg DATE: Jen 21, 2008 1:25pm XREfS: C-BDI USER: novo NO SCALE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONEMENT AL HEAL Tl-I APPROVED DATE B D I I ---(I) I -"' RED WIRE ?Ji'tfsGE,'j 24'J GND !S> BLACK WliU; \ rF-SENSOR GREE}. WIRE SENSOR --~ BROWNWIRE \ I ~~ ·-10:0:010:0: 1 .: .. l!.., ·-MVCOM 1 2 a "W,' -,-,,.,.,, ~ ~ -~,-"'""\ ' I I m m , Q r RECEIVER TRANSMITTER )AIIRELESS RAIN SENSOR <PRIVATE LOT) NO SCALE LEGEND @ LEIT 4000 0 AMBIENT LIGHT POWERED IRRIGATION CONTROLLER. @ 0 TERMINAL STRIP. 0 12 OR 14 GAUGE WIRE. 0 PROGRAMMING KEY. 0 35" STEEL MOUNTING COLUMN. 0 FINISH GRADE. 0 6-1 /2" OF BACKFILL SOIL. 0 POURED CONCRETE BASE 1-1 /2 CU.FT. INSTALL PER MANUFACTURER'S INSTALLATION GUIDE. 0 DIRECT BURIAL CONTROL WIRES TO CONTROL VALVES. • • • -12.0!.48I-;--f--+--II SOLAR PO)AIERED IRRIGATION CONTROLLER (CITY) NO SCALE "AS BUILT" .-u3!/~ r-,~-7-2,2--la RCE '2~17~ EXP, 3 • °3. l' 1,2. DATE REVIEVED BY: 11/\. /16 tJtJ/ LT ~(2z,O "2< oec{,o /:z,,,o DATE INITIAL INSPCTOR DATE ENGINEER OF WORK CD 0 ® @ ® SUP-06-15 RAIN BIRD CONTROLLER SENSOR RECEIVER: RAIN BIRD WIREL55 RAIN SENSOR ROOF LINE SENSOR TRANSMITTER, RAIN BIRD WIREL55 RAIN SENSOR MOUNTING BRACKET: INSTALLED WITH CURVED END POINTED UF NOTE: MAXIMUM LINE OF SIGHT FROM RAIN SENSOR TO RECEIVER 15 S!Zl!Zl-FT. DISTANCE 15 LESS IF OBSTRUCTIONS EXIST. 0 "MINICLIK' RAIN SENSOR. 0 DIG PLASTIC PIPE CAP I" CAP PART No. 23-001 or 1.5" CAP PART No. 23-053 WITH HOLE FOR WIRES. 0 DRILL TWO 3/16 HOLES IN PIPE FOR SENSOR BRACKET. 0 (2) #B-32 MACHINE SCREWS WITH WASHER. LOCK WASHER AND NUT. 0 1" or 1.5" GALVANIZED PIPE 6 to 10 FEET HIGH. 0 12' X 12" CONCRETE BASE 8" DEEP MINIMUM. 0 I" or 1.5" PIPE ELBOW, 0 FINISH GRADE. 0 6' ROUND VALVE BOX. @ SKIT ADAPTER PART NO. 8821-4 9 USE WITH EACH SENSOR. @ TO CONTROLLER OR VALVE. @ (4) DRY SPLICE CONNECTORS. @ NORMALLY CLOScD WIRE FROM SENSOR . \./HITE \.l:RE @ COMMON WIRE FROM SENSOR. B @ 1 ''or 1.5" NIPPLE. @ GRAVEL. 0 RAIN SENSOR (CITY) NO SCALE Ll-3 ~ CITY OF CARLSBAD CTJ ENGINEERING DEPARTMENT 4 0 WIDENING OF EL CAMINO REAL NORTH OF COUGAR DRIVE IRRIGATION DETAILS APPROVED: WILLIAM n1 1 n •MER -/..J•/~ . e, --h --r, I_,, ,t • I? I PE: 28176 EXP: 03 31/0B DEPUTY CITY ENGINEER DATE DWN BY: I PROJECT NO. II DRAWING NO. I DATE INITIAL DATE INITIAL CHKD BY: 3920 REVISION DESCRIPTION RVWD BY: OTHER APPROVAL CITY APPROVAL 072 '108 _J 2 3 J----....r----i 5 "'-,.__JNr:-"lc--W-- ~t~~".1.11$~fJ_1£til11_11_~ ----------@ '---------{ 1 ~----------1@ '-------------{':) 0BALL VALVE NO &CALE NOTES, CD FINISHED GRADE IN TURF AREAS ® PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE er AINLE66 BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO 1-!ARDSCAPE EDGE. HEAT BRAND "BV' ONTO LID. PURPLE IN COLOR @ PYC BALL VALVE, SEE LEGEND FOR 6PECIFICA TION @ FINISHED GRADE IN 61-!RUB AREAS ® PRE55URE SUPPLY LINE DEPTH A5 PER 5PEC.5. @ BRIC.K 5UPPORT5 G) DUAL UNION C.ONNEC.TION5 A5 PART OF BALL VAL YE @ LANDSCAPE FABRIC. @ :3/4" ROC.K, I C.UBIC. FT. NOTE, I. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE INSTALL AT RIGI-IT ANGLE TO 1-!ARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. 2. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACI-IIEVE PROPER VALVE INSTALLATION AT MAIN LINE DEPTI-I. CD FINIS!-! GRADE 0 6ACKFILL 0 PRESSURE HAINLINE PIPE SLEEVE @ 12" HIN. ® /&"HIN. @ l&"HIN. G) NON-PRESSURE LATERAL PIPE SLEEVE ® CONTROL WIRE !3UNDLE ® 2" HIN. CLEAN 6ACKFILL I. NO OTI-IER TRADES <ELECTRICAL, LIGHTING,) SHALL USE Tl-IE SAHE TRENCI-I AS IRRIGoATION PIPE. 2. PROVIDE 24" OF COVER FOR DIRECT 6URIAL CA6LE. 3. PROVIDE PVC SCI-I. 4(ZI SLEEVE& FOR ALL WIRING AND FIFING. UNDER PAVING.. 4. NO VERTICAL STACKING OF IRRIGATION PIPES IN Tl-IE SAHE TRENCI-I. 06LEEVING NO SCALE BOYLE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONEMENT AL HEAL Tl-I enalf1El!Ff1na t=DFIPDl'fFtTJDn 7807 CONVOY COURT, SUITE 200 SAN DIEGO, CA 92111 (858)268-8080 DWG: M:\Pro)ects\Pro)ects_.2006\06013 EL CAMINO REAL -BOYLE\06013 Li-3.dwg USER: novo DATE: Jon 21, 2008 1: 26pm XREFS: C-BD1 APPROVED DATE G) CD REMOTE CONTROL VALVE CI) SOLENOID G) e @ WATERPROOF WIRE CONNECTORS @ CONTROL WIRE W/ 4' MIN EXTRA WIRE COILED ~ TAPED AT IIZl FT INTERVALS @ PVC SCH 00 THREADED UNION @ RECTANGULAR VALVE BOX AND LID WITH STATION NUMBER STAMPED IN LID (SEE SPECS). G) SEE SPECS. FOR DEPTI-I @ PVC PRESSURE PIPE @ PYC 6CI-! 00 THREADED RISER OR NIPPLE <LENGTH AS REQUIRED> @) PYC 6CH 00 FEMALE ADAPTER (TYP) (6XT) @ I" IN MULCH AREA @ PYC SCH e,z, ELL (66) @ UNDISTURBED/COMPACTED 6UBGRADE Q1) 6RICK OR CONCRETE SUPPORTS <END TO END UNDER BOX PERIMETER) @) I CU. FT MIN. PEA GRAVEL NOTE: USE TEFLON TAPE ON ALL Tl-lREADED CONNECTIONS 0MA6TER VALVE NO SCALE DIMENSION A B 1/2" TO 4' IN SIZE 18" 12" b" AND LAR6ER 31Z>" X SECTION YIEH -N.T.S. C b" b" CD FINISl-i GRADE 0 ® 0 ® ® G) CLEAN COMPACTED 6ACl<FILL 3" WIDE RECYCLED WATER I.D. TAPE LATERAL LINES, SEE SPECS. UNDISTURBED SOIL CONTROL WIRES. SEE SPECS. PRESSURE MAINLINE, SEE SPECIFICATIONS NOTES, I. PRESSURE MAINLINE Sl-iALL BE INSTALLED ON A 6' SAND BED AND COVERED 6Y 6" OF SAND PRIOR TO ANY OTHER 6ACl<FILL MATERIAL 2. REFER TO 1-i.O.A. LEt'.7.END FOR NON-POTA6LE EQUIPMENT 0 FIFE INSTALLATION J 1---------- NO SCALE A CALIFORNIA CDRPDltA.TION MW PELTZ+ ASSOCIATES LANDSCAPE ARCHITECTURE SOLANA BEACH, CALIFORNIA 858.481.0888 / RLA 2010 "AS BUILT• ~#C:,~ 7.-:1.2-10 RcE '2 /3c,z G EXP ~-3. t l:?:--DATE REVIE\JED BY, (b,,1{2.... 0 • INSPECTOR Qt dtJ_/141810 ----r DATE 'I\ ,4S ,81.1/t.T DATE INITIAL ENGINE£R OF WORK SUP-06-15 @r------, 1 t DIRECTION OF FLOW ® ® CD SENSOR CABLE - EXTEND TO 0 ~B~T~@,~60R @ WI-IITE @ 6LACK @ FINISH GRADE @ I" PVC SCI-I 4,Z, CONDUIT FROM CONTROLLER Q FLOW 6EN6OR V NO SCALE Ill I l=--11,-,, ,-,--,_ ,11=11· 11-1 -=11 11=111 -.I I '1111 :I I ---- =1 1- 3 2 0 IN-LINE Cl-JECK VALVE K NO SCALE DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL 4 l ,, SECTION G) SPLICE WIRE WI WATERPROOF TYPE CONNECTIONS ®?~ ® @ ® ® LENG.HT OF RUN EQUALS liZl TIMES PIPE DIAMETER FLOW SENSOR LENG.HT OF RUN EQUALS 5 TIMES PIPE DIAMETER NO VALVES, REDUCERS, OR ELBOWS IN THIS AREA CD CHECK VAL VE CV ® @ ® PVC SCH 4,Z, 6xT MALE ADPT. PVC LATERAL PIPE (TYP.) FLU61-1 W/ FINISI-I GRADE IN TURF, 2" IN GROUNDCOVER IIZl" DIA. ROUND VALVE BOX WITI-I LOCKING LID @ BRICK OR CONCRETE SUPPORTS ON COMPACTED 6UBGRADE (TI-IREE FER eox MIN.) G) 3' MIN. @ COMPACTED 6UBGRADE @ 12" MIN. Ll-4 ~ 1 CITY OF CARLSBAD ~ 4 ENGINEERING DEPARTMENT WIDENING OF EL CAMINO REAL NORTI-1 OF COUGAR DRIVE IRRIGATION DETAILS APPR~VED: WILLIAM F PLUMMER -~.Lt: y,/_,~~ V Ql-Z4.-a8 PE: 28176 EXP: 03/31 08 DEPUTY CITY ENGINEER DATE OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL CHKD BY: 3920 RVWD BY: CITY APPROVAL 072108 I . ~t---74 ~--® I 7 1 ,~-@ ~ 1:---------1 1--------{@ I I _j I il--------:=::-l II ~;;t-----\12 L.J>;)•~---@ @➔------{14 CD IRRICZ.ATION HAINLINE ® ® 0 ® ® G) ® ® @ &CH. 81Zl PVC TEE, &x&xT HAINLINE X MANIFOLD &IZE 6ALL TYPE ISOLATION VALVE &CH 812> PVC UNION MINIMUM 12" &EPARATION 6ETJ,.IEEN ALL VAL VE 60XE& REMOTE CONTROL VAL VE &CH 81Zl PVC UNION IRRICZ.ATION sue-HAINLINE LATERAL LINE TO SPRINKLER& HARDSCAPE EDC.E IN&TALL HAINLINE 18" OFF OF HARDSCAPE EDCZ.E @ 6ALL TYPE ISOLATION VALVE @ @ @ &CH 81Zl PVC UNION QUICK COUPLER 51'-llNC:i JOINT QUICK COUPLER VALVE IN A ROUND VALVE eox NOTE, 2 3 4 CD EXPANSION COILS: 3e> INCH LINEAR LENGTH OF NIRE, COILED @ ID TAG @ NATER PROOF CONNECTION 0 REMOTE CONTROL VAL VE ® VALVE BOX NITH LOCKING BOLT-DONN LID ® FINISH GRADE/TOP OF MULCH G) PVC 5CH 8e> UNION ® PVC LATERAL PIPE ® PVC SCH 4e> ELL5 (TO ANGLE FIFE TO SPECIFIED DEPTH) @ 4" MIN. -o" MAX. ® PVC MAINLINE PIPE @ PVC 5CH 4e> ELL @ BRICK SUPPORTS @ I CU. FT. PEA GRAVEL ® 4" MIN. (@ PVC 5CH 8e> NIPPLE @ PVC MAINLINE NOTE: USE TEFLON TAPE ON ALL THREADED CONNECTION& QUICK COUPLER MANIFOLD TO 6E &EPARATE FROM RCV MANIFOLD G)1--~- 0 A_ec_L A-~-~_M_A_N_I_FO_L_D_L_A_Y_O_U_T________ 0 ~.1::1~.TE CONTROL VAL VE @ NALK5, CURBS, PAVING, l,,IALLS OR OTHER CONCRETE IMPROVEMENT&. ® ® II 2 4" MIN. -le>' MAX. FROM CURBS, NALK5, o" FROM NALL5 FIN15H GRADE IN PLANTER ® 2" 0 ® POP-UP SPRAY HEAD (U5E 18e>rZ> NP COVER IN RECYCLED NATER AREA5) @ PVC SCH. 81Zl THREADED NIPPLE <LENGTH A5 REQUIRED) G) (2) PVC 5CH.4e> 5TREET ELL'S ® PVC LATERAL LINE (U5E PURPLE, RECYCLED NATER FIFE IN RECYCLED NATER AREA5) @ PVC 5CH. 8rZ> THREADED NIPPLE <LENGTH A5 REQUIRED) @ PVC 5CH.4e> STREET ELL'5 ® 2" IN MULCH AREAS, FLUSH IN TURF AREAS NOTES, I. U5E TEFLON TAPE ON ALL THREADED CONNECTION$ -----1_2 CD i-------l4 I ] 11 11-· . T :-I I 1 1 · 1~ 1 11 ! I 1=,..__.,i=I 11= • I 1=--=-1 ii '=' ® I ! I= 1+i -=+I +-'I 1---JG)l I -1· 1 _-·-=1 Ii 1= I D CD 3" FOR 6U6BLER, 12" FOR 5FRAY @ 6U6BLER OR 5FRA Y HEAD (U5E PA-85-NP 5HRUB ADAPTER IN RECYCLED NATER AREA5) @ UV RADIATION RE515TANT 1/2 INCH PVC SCH 81Zl NIPPLE <LENc,,TH A5 REQUIRED) @ ANTI-DRAIN 5PRING CHECK VALVE (5EE IRR NOTE 1128, 5HEET Ll-2) @ FINl5H GRADE/TOP OF MULCH ® G) ® PVC COUFLINc,, FLEX Rl5ER PVC 5CH 4e> TEE OR ELL NOTES, 1. USE TEFLON TAPE ON ALL THREADED CONNECTIONS 2. REFER TO H.O.A. LEGEND FOR NON-POT ABLE EQUIPMENT 0 FOF-UP 6PRAY 1-fEAD NO 5CALE 2. REFER TO H.O.A. LE6END FOR NON-POT ABLE EQUIPMENT HETER eox 1'-llTH METER 0 6PRAY 1-fEAD ON Rl6ER NO SCALE STREET SURFACE-----------, &IDEWALK----~ CUR6----~ NOTE: VERTICAL CLEARANCE OF 12" MINIMUM 15 MANDATORY NHEN CR0551Nc,, PATH OF A POTABLE WATER LINE. f----t----~.-IN5TALLATION OF ~ l(Z)' MINIMUM V'lATER IRRIG;ATION HAINLINE WITI-I SLEEVE 11 RE_C_L_A-IH_E_D_i-l_A_TE_R_IRR-IC._A_T_ION--M-A-IN_L_IN_E_V'l_l_Tl-l-&-LE_E_VE_:~~~~--~~~~:___, RECLAIMED WATER Z IRRIGATION MAINLINE 24" r: FROM FACE OF SIDEWALK = £! NILL PROVIDE THE NECESSARY lrZ>' HORIZONTAL CLEARANCE FROM THE POT ABLE MAINLINE IN THE 5TREET. POTABLE--...._ 3.511 MINIMUM REQUIRED VERTICAL SEPARATION----------~ 12" RECLAIMED WATER IRRIGATION MAINLINE IN SLEEVE _____ .-- NOTE, ALL RECLAIMED NATER IRRIGATION FIFE AND SLEEVES 5HALL BE PURPLE AND LABELED AS SPECIFIED IN THE "STANDARD 5PECIFICATION5 FOR PRIVATE IRRIGATION SYSTEMS WATER DISTRICT" RULES AND REc,,ULATIONS FOR CONSTRUCTION OF RECLAIMED NATER MAINS OCTOBER 1~~3. POTABLE 6ERVICE LINE CRO661NG NO SCALE 0 POTABLE MAINLINE CRO661NG NO SCALE BDYL.E COUNTY OF SAN DIEc,,O DEPARTMENT OF ENVIRONEMENT AL HEAL TH fil~l .. M w . , I I 11 p_ . , .. . . A "AS BUILT" 4~0~r,f1/1,U// ~ ~ ,2-2,'2,/Gl EnGJnEEFflnO COl'I/DOFIFITIOn 7807 CONVOY COURT, SUITE 200 SAN DIEGO, CA 92111 (858)268-8080 OIi!;: M:\Pro)ects\Pro)ects..2006\06013 El CAMINO REAL -BOYLE\06013 Ll-3.dwg USER: novo OAlE: Jan 21, 20D8 2:23pm XREFS: C-BD1 APPROVED DATE , ~· ' A CALIFORNIA COFlPOlllATION MW PELTZ+ ASSOCIATES LANDSCAPE ARCHITECTURE SOLANA BEACH, CALIFORNIA 858.481.0888 / RLA 2010 RCF Zii °' EXP3•3.~ 17-DATE REVIEVED BY1 'i\ /1!3 !JU/lT ~,..,f<£l.-(£ oi.(10/t-o,o DAlE INITIAL --"'SrECT□R DATE ENGINEER Dr WORK SUP-06-15 4 ,--// , / -/ / /~,-,. /,'/,',--;//////// // I Ille -=11 ! I I ® 1111 11-111:::: 111 11 II Ille ::-111=1 11 (D CONCRETE CUR65, WALK&, OR OTHER IMffiOVEHENTS. (2) <&" HIN. -12" MAX. @ FINISH C.RADE 0 11Zl" ROJND VALVE eox WITI-I LOCKINCZ. LID INSTALL FLU&H TO C.RADE, MARK LID "QC' @ I" IN C.ROUNDCOVER / SHR\..16 AREA @1" G) 6RONZE 2 PIECE QUICK-COUPLINC:s VALVE-I" INLET 1'-llTI-I LOCKINCZ., RU66ER COVER @ T1'-l0 !:>/8" X 18" VERTICAL RE-6AR WITH Ti-lO &TAINLE&& STEEL CLAMP& @ PVC SCH 00 NIPPLE I' X 3' LONCZ. I@) 8" DIA. PIPE SLEEVE-KEEP SLEEVE FROM 6EARINCZ. ON Rl&ER OR PIPE. @ 3/4" TO I" CRUSHED ROCK C.RAVEL- 12" DEEP @ PVC OCH. 8fZ> PREFA6RICATED 3<&fZ> DECZ.REE 5WINC:s JOINT A&&EH6L Y OR FA6RICATE &WINCZ. JOINT WITH: (2) STREET ELL&, (1) THREADED ELL, Cl) &.I.&. X 12' NIPPLE, AND (I) &.I.S. X 4" NIPPLE @ HAINLINE/ &U6-HAIN FITTINC. -PVC &CH 8(Z) S X & X I" MPT OR S X I" MPT ELL NOTE&, @ MAINLINE DEPTH VARIES I. WRAP ALL THREADS J,.IITH TEFLON TAPE 1-1/2 TO 2 WRAP& MAXIMUM. 2. COMPACT &OILS AROUND VALVE eox TO 00"• OF ORIC.INAL DRY DENSITY. 3. INSTALL HEAD& -UP MARKINC. FLAC:s ON VALVE eox LID. CONTRACTOR TO MAINTAIN HARKINC:s UNTIL PROJECT I& COMPLETE. 4. FURNISH FITTINC:s& AND PIPINCZ. NOHINALL Y SIZED IDENTICAL TO NOMINAL QUICK COUPLINC. VALVE INLET &IZE. Q QUICK COUPLING VALVE V N05CALE ,---\-----+-9~" AX. ~ ~ I I I PLAN VIEW i.z ... 11."l-,_ -:i: = "' "' ~ ,. [ll~ ~-I :-"ITT-Jc'i1J - -I -ll'ijf ·I' ,~1 I l~lli~]~Jr :_ I"-~ I"' " -SECTION CD PLA&Tlc eox Jal/LOCKING. LID CRECTANGsULAR), MARK LID "ELECTRICAL", INSTALL r,;:\ FLU&I-I TO GsRADE 0 3/4'0 C.RAVEL ® PVC SCI-I. 4'21 CONDUIT ® COMMON 6RICK • 0 IDENTIFICATION TAI::,; COF<iNER& OF eox &ECURE TO FULL ROPE G) FINl&H GRADE 0 R.ILL ROPE (~"0 POLY- PROPYLENE); PROVIDE 12' SLACK (TYPICAL) CONNECTOR FOR ll!Z>VAC WIRES CALL &PL ICES TO 6E APPROVED 6Y CITY PRIOR TO INSTALLATION) INSTALLATION &TEES, 1. 99~..;;~: ~STRIP IN&ULATION !:>le" FROM END& 2. TWl&T WIRE NUT UNTIL END& OF V'llRE REACH 60TTOM. 3. ~--3M &COTCH-LOK "3!:>1& &EALINC:s 6Al.::i 4. HIX CONTENTS OF &EALING! 6Al.::i FER MANUFACTURER. CUT½" OFF END OF 6Ac. AND IN&ERT WIRE NUT TO OPPOSITE END. ,------COMPLETED &EAL INCZ. 6Al.::i. NRAF OPEN END OF &EALING! 6Ac. WITI-I TAPE. LEAVE TAPED END IN RAl&ED POSITION UNTIL RESIN &ET&. Q WIRE CONNECTION .t ELEC. PULL BOX NO &CALE Ll-5 c:rJ CITY OF CARLSBAD ~ 2 ENGINEERING DEPARTMENT 4 WIDENING OF EL CAMINO REAL NORTH OF COUGAR DRIVE IRRIGATION DETAILS A'.'!'~_VED: WILLIAM F PLUMMER - '" /r. "J. () I· U-,o 8 J PE: 28176 EXP:' 03/31 /08 DEPUTY Cln' ENGINEER DATE I I DWN BY: PROJECT NO. DRAWING NO. DAlE INITIAL DAlE INITIAL CHKD BY: 3920 REVISION DESCRIPTION RVWD BY: OTHER APPROVAL CITY APPROVAL 0721,08 \ I \ \ \ \ \ \ \ \ ' l·-' \ 'i-------\ \ \ - .., EXTEND NEW PLANTING A5 REQ'D -, TO MEET EXISTING AND PROVIDE IIZ>IZ>% COVERAGE OVER ALL GRADED OR DISTURBED 5OIL5 EXISTING FENCE TO REMAIN AND-~ PROTECT IN PLACE EXISTING LANDSCAPE ~"'~-"'~ TO REMAIN AND PROTECT IN PLACE 3 Ff-1O TEN !:>GAL A5 REQ'D f-lED f-lEL .., w .., PLANT AT 12" O.C. .., "' --' _ __,,_ """' --FLAT PLANTS ---------.. - ~-----EX-&\Ds,,.IALI<. • 2E> ,------1----------✓ 5 GAL RHU INT --- CD @ a w = N ---------------------------------------~ 2 • • EQ. EQ. b" L 1 CONCRETE MOW 5TRIF @ WITl-4 LIGl4T 6ROOM FINISH PROVIDE EXPANSION @ JOINTS e 15' O.C. MAX. #3 RE6AR CONTINUOUS ® LAP 12' <MIN.) AT 5FLICE5 @ CONCRETE MOJAI CURB 3 1/2" RADIUS, TYPICAL ':l/Z>% MIN. COMPACTED 5U6GRADE -UNDER MOW 5TRIF ONLY FINISHED GRADE NO SCALE BOYLE EnG1nEEF1lna COl'IPOFfFfT/On 1 \ .., \ \ \ \ \ \ \ I 0 I \ \ \ \ \ \ \ \ \ --· ~-e>" CONCRETE CURS AT PROPERTY w LINE 6ETWEEN RECYCLED AND ~ POT AISLE IRRIGATION WATER 26 f-lET ARIS +1-------1---------~ !:>GAL • \ \ / \ \ Cf-lAIN LINK FENCE SEE CIVIL DWG5. \ GATE 'e10-51,,4ALE \ I I I '"" ✓•\ RETAINING 51~1:WALK • \ WALL PER \ 1- ----- -~;:__• ____ \~C~IV~l.':L~D~WG~6~.~-'-;· \ \ ---"\-. -- \ ~ I \ \___. \ \ \ ---=--=====-=''L---· ---\ l'-c-----::~;~-=::--=::-~~\~\ ---==---==~~\,c:-~=::,__~-: -EL CAMINO REAL L\ -- "AS BUIL Tu / .,a,.7...--::. ~D/4 , . . z-;7.,-z.1o . RCE ?8./,7~ EXP -:J,,'fJ•/2 DATE \ I I\ I \ \ \ ...L- 7807 CONVOY COURT, SUITE 200 SAN DIEGO, CA 92111 (858)268-8080 IZ> 5 le:> /1. CALIFORNIA CORPORATION MW PELTZ+ ASSOCIATES LANDSCAPE ARCHITECTURE SOLANA BEACH, CALIFORNIA 858.481.0BBB / RLA 2010 REVIEVED BY, 11\ AS /Jll/LT ® .. ~ ru/~/wo NORTH SCALE: l"=le:>' q DATE INITIAL INSPECTOR --DATE ENGINEER DF WORK DWG: M: \Projects\Projects_2006\D6013 El CAMINO REAL -SOYLE\LP-1.dwg USER: novo DATE: Jan 21, 2006 1:36pm XRffS: C-SV-ROW TB C-HA C-RP-2 C-BDI FG-CONS-2 / / . .., ~---- \ ' LIMIT OF WORK \ UTILlliY eox I ·----- REVISION DESCRIPTION SUP-06-15 EXI5ITING PALM TREE<5) -PROTECT IN PLACE TO THE MAXIMUM EXTENT PO55I6LE. CONSULT WITH ENGINEER IF CONFLICTS ARISE AND REMOVAL 15 REQUIRED 34 5 GAL 4 l!:>GAL eou 'L.J.' QUE AGR A5 REQ'D IGAL SAC FIL PLANT AT 24" o.c. + ------ -------A5 REQ'D COP KIR ---- I GAL PLANT AT 24" 0.C. A5 REQ'D ACH KEL • • I GAL PLANT AT 12" O.C. • • / • OVER-SEED WITH WILDFLOWER MIX PER PLANTING NOTES, 5HT, LC-2 EX. SIDEWALK --- LP-1 ~ CITY OF CARLSBAD L[] 3 ENGINEERING DEPARTMENT 4 WIDENING OF EL CAMINO REAL NORTH OF COUGAR DRIVE PLANTING PLAN ~j~OVEg; WILLIAM c 0 IMMER , • ,!?r -4l• !A-•a. 8. PE: 28176 EXP: 03/31 /08 DEPUTY Cl TY ENGINEER DATE OWN BY: I I DATE INITIAL DATE INITIAL PROJECT NO. DRAWING NO. CHKD BY: 3920 omrn APPROVAL CITY APPROVAL RVWD BY: 072108 ' ·~ .• ........... .: ... CD ROOT6ALL @ TREE TRJNK ~ TREE TIE <MIN. 2 PER 5TAKE!NAIL TO 5TAKE) © NOOD 5TAKE <SEE SPECS.) ® lo" WATERING: 6A5IN @ FINISHED GRADE G) PLANT FERTILIZER TA6LETS 2 @ 6ACKFILL MIX ® ® TREE CROWN SET 2" A6OVE GRADE @ @ NATIVE SOIL. OR COMPACTED SOIL (TO ':ltZ>%) f<OOT6ALL PEDESTAL @ ® 2X DIAMETER OF ROOT6ALL (MIN.) 8 @ DEPTH OF f<OOT6ALL ® SET NOOD STAKE lo" ® (MIN.) 6ELOW TREE CANOPY @ EXISTING: FINISH GRADE AT SLOPE (WHERE SECTION APFLICA6LE) @ PROPOSED FINISH GRADE AT SLOPE <WHERE APPLICA6LE) @ 3'-IZ> MINIMUM @ 2'-IZ>" MINIMUM @ TREE PLANTING HITH DOUBLE STAKING CD -""lm!Jlmlll'nlili~ 8i-- 8' -IZ>"C'.i:. MAX. ---'1.-----F=oi: I (10) lJJ • 1..:T1 3 . n .• I Q- ' d) ii) st lJJ II >------+--' 0 PLAN I ~Jae'--. --~@ lo" CLR. CD 0 ® 0 ® @ G) @ ® @ ® ROOT6ALL TREE Tf<UNK 3' DIA. PLASTIC DRAIN <FLAT) 6Y NDS ("14-6LACK) OR EQUAL. -LOCATE 1o' MIN. FROM EDGE OF ROOT6ALL 3" FEl'<FORATED PVC PIPE WRAPPED WITH FILTER FA6RIC SOCK (DO NOT FILL W/GRAVELJ 3" 6AND OF GRAVEL FILL ALL AROUND PIPE EXTEND DRAIN PIPE 24' (MIN.) 6ELOW 6OTTOM OF f<OOT6ALL SLOPE 60TTOM OF PLANTER PIT AROUND ROOT6ALL TO DRAIN PIPE NATIVE SOIL PEDESTAL 6ACKFILL MIX f<OOT 6Af<f<IER -SET FLUSH A<::,AINST ADJACENT PAVING, CUl'<65, 6UILDING5, WALLS, ETC. -f<EMOVE ANY EXCESS CONC. OR 6ASE MATERIAL AS REQUIRED EXISTING CUF<EI, HAF<DSCAFE, ETC. (WHERE OCCURS PER FLAN) FINISHED GRADE @ @ PLANTING: FIT HIGH POINT, OPPOSITE DRAIN PIPE NOTES, I. ROOT 6ARRIERS REQUIRED FOR ALL TREES LOCATED WITHIN 8'-IZ>" IN ANY DIRECTION OF HAF<DSCAPE, WALL, CUF<EI, ETC. 2. REFER TO PLANT LEGEND FOR ADDITIONAL INFOF<MATION. TREE PLANTING HITH ROOT ® BARRIER AND DRAIN BOYLE IEl1GlnEERU1G CORl!l'ORRT/On t 780i' CONVOY COURT, SUITE 200 SAN DIEGO, CA 92111 . • • .(!;L5.8)268c-6080 . . . ' ., DWG, •·~, \Projects\ProJecfs..2006\06013 EL CAMINO REAL -B0YLE\LP-2.dwg USER: novo · r .. , DAlE: Jan 21, 2008 1:12pm XREFS: TB C-8D1 .. T .... -•- ----, -_. 00 00 -'1.--00000 ® ® 00000 •• . . . .. . . . . PLAN CD SHF<UB OR GF<OUNDCOVER FER FLAN (V ON-CENTER PLANT SPACING @ 1/2 OF THE ON-CENTER PLANT SPACING PER PLAN @ EXISTING: CUF<EI, HAF<P5CAPE, ETC. (WHERE OCCURS PER PLAN) SHRUB / GROUNDCOVER @SPACING SECTION CD ROOT6ALL ® SHl'<U6 ® SHl'<U6 Cf<OWN SET I" A6OVE GRADE © 4" HIGH WATERING: 6ASIN ® FINISHED GRADE @ PLANT FERTILIZER TABLETS G) 6ACKFILL MIX ® ® NATIVE SOIL 2X DIAMETER OF f<OOT6ALL @ DEFTI-I OF ROOTBALL @ EXISTING FINISH GRADE AT SLOPE <WI-IERE APPLICA6LE) @ PROPOSED FINISI-I GRADE AT SLOPE (1--JI-IERE APPLICA6LEJ @SHRUB PLANTING A CALIFORNIA CORPORATION MW PELTZ+ ASSOCIATES LANDSCAPE ARCHITECTURE SOLANA BEACH, CALIFORNIA 858.481.0888 / RLA 2010 SUP-06-15 PLANT MATERIAL LEGEND SYM60L TREES QUE AGR FLA ACE Sl-lf<Ue& I-IET AR6 FI-IO TEN 1'<1-!U INT GROUNDCOVEl'<S BAC FIL COPKIR ACI-I KEL I-IED I-IEL VINE eou 'L.J.' @ BOTANICAL NAME QUEF<CUS AGRIFOLIA PLATANUS ACEl'<FOLIA I-IETEROMELES AF<EIUTIFOLIA PI-IOl'<MIUM TENAX 'A TROPUl'<FUREUM' f<I-IUS INTEGRIFOL IA 6ACCI-IARl5 PILULARl5 'TWIN PEAKS' COFF<05MA Klf<KII ACI-IILLEA KELLERERI I-IEDERA HELIX 6OUGAINVILLA 'LA JOLLA' ~-----\2 ,------{3 COMMON NAME MIN. SIZE MIN. I-IT. SFRD. REMAF<KS DETAIL THIS 61-!T. COAST LIVE OAK I!:> GAL lo' 4' STANDAl'<P Tf<UNK, FULL HEAD. DOUBLE STAKE A /6 LONDON PLANE TREE I!:> GAL 6' 4' STANDAl'<P Tf<UNK, FULL I-IEAD, DOU6LE STAKE A /6 CALIFORNIA HOLLY I TOYON !:> GAL 8" 8" FULL AND 6U61-1Y, GOOD COLOR D NEW ZEALAND FLAX S GAL 12" 12' FULL CLUMPS. GOOD COLOR D LEMONADE BERRY S GAL 8" 8" FULL AND BUSHY, GOOD COLOR D DWAF<F COYOTE 6USI-I IGAL 8" 8' FULL SPREADING I-IABIT, GOOD COLOR C COPROSMA IGAL 8" 8' FULL SPREADING HABIT, GOOD COLOR C YARF<OW IGAL 4" 4" FULL SPREADING I-IA6IT, GOOD COLOR SEE PLANTING NOTE "le> FOR ADD'L INFOF<MATION C ENGLl61-1 IVY FLAT FULL SPREADING HA6IT, GOOD COLOR C PLANTS -- eoUGAINVILLA !:>GAL 4' 3' FULL AND 6USI-IY. GOOD COLOR, REMOVE ST AKE E PLANTING: NOTES I. ALL PLANTING: AREAS NITH SLOPES OF 3d OR STEEFE~. CONTRACTOR SHALL FIELD VERIFY ALL EXISITNG SHALL RECEIVE EROSION CONTROL JUTE MESH. CONDITIONS, JUTE MESH SI-IALL 6E ltZ>tZ>% 6IODEGRADA6LE, A. ALL SCALED DIMENSIONS ON THE MADE FROM NATURAL, UN6LEACI-IED OR UNDYED DRAWINGS ARE APPl'<OXIMATE. 6EFORE WOVEN Fl6ER5 WITH OPENINGS (NO LARGER PROCEEDING WITH ANY WORK, Tl-IE THAN I" IN ANY DIRECTION). ACME 6AG CONTRACTOR SI-IALL CAREFULLY CI-IECK AND qOMFANY, 2!:>28 MAIN ST., CI-IULA VISTA. CA ':ll':lll, VERIFY ALL DIMENSIONS, QUANTITIES, AND I-(00tZ>)215-221o3, OR APPROVED EQUAL. GRADE ELEVATIONS, AND SHALL SECURE JUTE MESI-I IN PLACE WITI-I EROSION IMMEDIATELY INFOF<M THE OWNER'S CONTF<OL MAT STAPLES (I" X 1o"), U-SHAFED REPRE5ENTATIVE OF ANY Dl5CREFANCIE5. II-GAUGE MILLED STEEL STAPLES. OVERLAP END/SIDE SPLICES AND EDGES OF JUTE MESI-I SIX INCI-IES (&") MINIMUM. 2. ALL f<OCK AND DEBRIS LARGER TI-IAN ONE INCH (I') SHALL 6E REMOVED FROM ALL PLANTING AREAS. DISPOSE OF ALL DEBRIS OFF SITE, OR AS DIRECTED 6Y OWNER'S REPRESENTATIVE. 3. ALL LANDSCAPE SHALL 6E FULLY WATERED-IN UPON PLANTING. DO NOT RELY SOLELY UPON Tl-IE SPRINKLER SYSTEM. UTILIZE SUPPLEMENTAL I-IOSE WATERING AS REQUIRED, INITIALLY AND DURINC. Tl-IE PLANT ESTA6LISI-IMENT PERIOD, TO ENSURE ALL PLANTINGS RECEIVE ADEQUATE WATER TO THE ENTIRE ROOT ZONE. 4. REFER TO CIVIL ENGINEERING FLANS FOR DRAINAGE AND GRADING: REQUIREMENTS. 6. PRIOR TO THE EXCAVATION FOR PLANTING OR PLACING OF PLANT MATERIALS, Tl-IE CONTRACTOR SI-IALL VERIFY Tl-IE LOCATION OF ALL UNDERC.f<OUND UTILITY LINES AND OTI-IER IMPl'<OVEMENTS, AND TAKE Pf<OPER PRECAUTIONS TO AVOID DAMAGE TO SUCI-I IMPROVEMENTS. IN THE EVENT OF CONFLICT 6ETWEEN SUCI-I IMPl'<OVEMENTS AND PLANT LOCATIONS, THE CONTRACTOR SHALL NOTIFY Tl-IE ENGINEER IMMEDIATELY, AND ARRANGEMENTS WILL BE MADE FOR RELOCATION AS NECESSARY. FAILURE TO FOLLOW THIS PROCEDURE PLACES UPON THE CONTRACTOR THE RE5PONSl6ILITY FOR MAKING ANY AND ALL REPAIRS FOR DAMAGE RESULTING FROM WORK AS HEREIN SPECIFIED AT HIS OWN EXPENSE. CD ROOT6ALL-SET rIG1-1r TO FOOTING AND REMOVE ANY EXCESS CONCRETE OR BASE MATERIAL G) ADJACENT I-IAF<PSCAPE (WI-IERE APLICA6LE) !:>. ROOT CONTF<OL 6ARRIERS 61-!ALL 6E REQUIRED FOR ALL TREES -REFER TO DETAIL B, THIS SI-IEET. f<OOT 6ARRIER SHALL 6E INSTALLED AS PANEL ONLY SECTIONS ADJACENT TO ALL TREES WITHIN 4' OF ANY 1--JALKWAYS WALLS OR 6UILDINGS. CONTRACTOR TO INST ALL 6Af<f<IERS AS FER MANUFACTURER'S SPECIFICATIONS. TOPS OF ~-CONTRACTOR SI-IALL SU6MIT A MINIMUM OF (3) I-PINT SOIL SAMPLES FOR AGRICULTURAL SUITABILITY SOILS TESTING <STANDARD TEST Ae>S-N) AT Tl-IE THE SOIL AND PLANT LA60RATORY, ORANGE CA. (114> 282-8111, OR EQUAL. AS REQUIRED (V ADJACENT CHIAN LINK FENCE <PER PLAN) ® REMOVE NURSERY er AKE G) VINE -SPREAD AND SECURE TO ADJACENT CI-IAIN LINK FENCE NITI-I VINE T A65 AS REQ'D @ 6ACKFILL MIX @ lo" I-IIGI-I WATERING 6ASIN @ FINISI-IED GRADE @ PLANT FERTILIZER TA6LETS Q9 6ACKFILL MIX @ NATIVE SOIL @ 2X DIAMETER OF ROOT6ALL (MIN.) @) DEPTH OF f<OOT6ALL @ VINE PLANTING 11 AS BUIL T11 .,µJ/41,;,,, r: ~/41~ 2-22-112 RCE 293/7' EXP 3-'.?('(2 -DATE REVIEVED BY, 11\ .45 ,8(/(L I & "l '2:9 f)f.{-Jo{&;1o INITIAL c.g DATE CNGINEER OF WORK INSPECTOR DAT f<OOT 6ARRIERS ARE TO BE 6ELOW FINISH GRADE WITI-I NO PORTION Vl6I6LE A6OVE GRADE. ROOT CONTROL 6ARRIER SHALL 6E HIGI-I IMPACT 6LACK POLYPROPYLENE, MINIMUM tZ>.tZ>OO-INCI-I TI-IICKNESS, FOl'<MED 1--JITH f<OOT DEFLECTORS/RIBS. 6ARRIER SI-IALL BE EIGI-ITEEN INCHES DEEP LINEAR STYLE ROOT CONTROL 6ARRIER. PANEL ENDS SI-IALL 6E LOCKING:. "DEEP ROOT UNIVERSAL 6ARRIER" <LINEAR> U6I8-2 OR APPROVED EQUAL. 6. Tl-IE CONTRACTOR SI-IALL REPLACE ANY EXl5TING PLANT MATERIAL TI-IAT 16 DAMA<::iED OR DESTF<OYED Ff<OM EFFORTS OF Ff<OPOSED WORK UNDER THIS CONTRACT TO Tl-IE SATISFACTION OF Tl-IE OWNER ALL REPLACEMENT PLANTS SHALL 6E OF EXACT KIND AND SIMILAR SIZE OF THOSE THAT ARE DAMAGED OR DESTF<OYED. 1. FILTER FA6RIC SHALL BE 5-OUNCE MINIMUM THICKNESS WOVEN 6LACK FOL YPROPYLENE LANDSCAPE FILTER FA6RIC, NATER PEl'<MEA6LE (MIN 12 GAL/MIN/SF) UV . ' STABILIZER <MIN. 5-YEAR GUARANTEE). 6URST <PSI) 22!:> AND PUNCTURE <L6S.) l!>e>. FOR USE AS WEED CONTROL, OR AS DIRECTED. DATE INITIAL DATE REVISION DESCRIPTION INITIAL ornrn APPROVAL Cll'I' APPROVAL COLLECT SOIL SAMPLES WITI-IIN PROPOSED PLANTER AREAS FROM EACI-I OF Tl-IE RESPECTIVE PROPERTIES WITI-IIN Tl-IE LIMIT OF WORK, AFTER Tl-IE COMPLETION OF GRADING: OPERATIONS. Ff<OVIDE (I) COPY OF THE SOIL REPORTS AND RECOMMENDATIONS PRIOR Tl-IE 6EGINNING OF WORK. le>.OVER-SEED (6Y HAND) BIO-SWALE WITI-I WILDFLOWER MIX, (4) POUNDS OF ESCI-ISCHOLZIA CALIFORNICA, "CALIFORNIA POPPY' (3) POUNDS OF LAYIA PLATYGLOSSA, "TIDY TIF6" C3) POUNDS OF AQUILEC.IA FOl'<MOSA, "WESTERN COLUM6INE' LP-2 ~ 4 CITY OF CARLSBAD m 4 ENGINEERING DEPARTMENT WIDENING OF EL CAMINO REAL NORTH OF COUGAR DRIVE PLANTING LEGEND, DETAILS AND NOTES APPROVED: WILUA~MMER - Ql·Z,4• Qi ~/4 r: i --,-y= PE: 28176 EXP: 03/:JiJo°i( DEPUTY CITY ENGINEER DATE I I OWN BY: PROJECT NO. DRAWING NO. CHK0 BY: 3920 RVWD BY: