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HomeMy WebLinkAboutCDP 11-10; El Camino Real Southbound Widening; Coastal Development Permit (CDP) (4)11 --- -- CITY OF OCEANSIDE r -···' "' ..... L.~; J i II II 0~::..-/ I CITY OF VISTA PACIFIC OCEAN CITY OF VICINITY MAP CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELO PRIOR TO CONSTRUCTION! NOT£ II ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ©2011 O'Day Consultants, Inc. NO SCALE -_I __ ' I l / I COASTAL DEVELOPMENT PERMIT FOR EL CAMINO REAL RANCHO COST£RA '\ 1 1< ... ; I ~---- I \ . ' / ~ / -·--------------__ // //..----· ____ , ___ .-•-,_.,,oR ----~jtJ' ' EARTHWORK QUANHTIES CUT: 144, 000 CY FILL: 19,000 CY NET CUT FOR EXPORT _ ____,1-"''25.;,c,IJ""IJ"-O-"C._Y 'QUANnTY ASS/JMES UNDERCUT IN STREET FOR 6" AC/17" AB -----···-···-- I I I I j I [] = 1 0[))' ·--.. -.. ,-~ .. --,--... -., --- CIVIL ENGINEER/LAND SURVEYOR OVA Y CONSULTANTS, INC. 2710 LOKER A lit:NU£ llf'ST, SUIT£ 100 CARLSBAD, CA. 92010 {760) 931-7700 BENCHMARK DESCRIPllON: 2.5" DISC STAMPED "CLSB-105, L.S:. 6215" LOCATION: IN NORTHEAST CORNER OF CANNON' RD. BRIDGE OJ.f'R AG/JA HEOIONDA CREEK, 120 FEU SOUTH/ffST OF £L CAMINO REAL RECORD FROM: R. 0. S. NO. 11271 (PT. NO. 105) ELEVA llON: 45.410 M.S.l. DATUM: NCVO 19:29 SHEET 1 OF 11 SHEETS C.D.P. 11-10 H.M.P. 11-04 H.D.P. 11-02 S.U.P. 11-03 LEGEND PROPOSED EXISTING RIGHT-OF-WAY ........................................ ---------------- LOTLINE •............................................ CONTOURS. .. .. .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. . . -260 -----~ 260 ·--·-· LIMITS OF FlOOIJWA Y ZONE AE. . . . . . . . . . . • . . . . . . . • . . . • . . . -··-.. -··-··-··-··-.. -.. -··- (PER FEMA FIRM MAP 0607JC0758F REVISED PER LDMR DATED SEPT. 8, 2009) 10G-YEAR /NUNDA llON LIMITS. . . . . . . • . . . . . . . . . . . . . . . • . . . . . ................................................ . ARMY CORPS OF ENGINEERS lffllAND DEUNEAnON, , , , , , , , , , --·--·--·--·--·--·--·- HMP HARDUN£ ........................................ 11111111111111111 EXIST. EXCESS EHZ.UENT LINE. .. .. .. .. .. .. . .. .. .. .. .. . . • . --~ ~ --f£ - EXIST. GAS LINE. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. • . ---------I;--- EXIST. CABLE TV UN£................................... ~CATV- EXIST. HIGH PRESSURE F/JEL LINE. .. .. .. .. .. .. .. .. .. .. .. . . --FUEL- WATER MAIN ......•.......•...•...•...••..........•.... -----w------ - ---w-- REC. WATER MAIN ...................... , , , , , , , , , , , , , , , , ----RU'------- - --RW--- SEI'tU? MAIN .t A.H •.................................... ----o--5--------0--....S-- STORM DRAIN &-C.B. ................................... . CURB INLET. . ........................................ . = = = = =!itt=. ::::181 @}-:=, -- =-=====-======-!£ --[Ol-...., FIRE Hl1JRANT ........................................ . __ '1/' ... ;: A. '·' STREET LICHT •........................................ HANDICAP RAMP •...................................... ALLEY-TYPE DRIJ.f'WAY ................................. . C-14 DRIJ.f'WAY ....................................... . RETAININC WALL ...................................... . --~---~-- -~--~-GRAOED SLOPES (2: 1 MAX) •............................. DA 11./CHT LINE ........................................ . ~-------t ______ ~ CUT I FILl ........................................... . TRAIL ................................... · . · ... · · .. · • • INTERSECTION SIGHT DISTANCE .......................... . PRESSURE RE;O/JC/NG STA liON ........................... . BROW DITCH (SEE PLAN FOR T'rP£) ...................... . flOW 0/TCH .......................................... . BIORETENnON SWALE •.................................. SIDEWALK •............................................ A. C. PAJ.f'MENT •....................................... SAifCUT LINE ......................................... . ·-'~--' -N-H-11-11-11-11-----wxii.::r-----~----------- ~------] . . . . . . . . . . -. . . . . . . . . . . . . . . . . . -·---k ·. · · ··· · · ·, '· · ., · · I ,. ' ' -. . . ' . ~ . ', ' .. '. ! . I }I I I ..... ··•·· _____ _. .... ....... r'l!'~--t--·~-'-"' -~-- "----- ----------) / SHEET INDEX SHEET NO. DESCRIPTION I 2 J-11 lin.£ SHEET -VICINITY MAP, LEGEND, KEY MAP, SHEET INDEX T'fPICAl SEC liONS, DETAILS £L CAMINO REAL COASTAL OEJ.f'LOPMENT PERMIT REVISED NOJ.f'MBER 10, 2011 REVISED A/JG/JST 11, 2011 PREPARED: MAY 18, 2011 I.Y~~ CONSULTANT s 2710 Loker Avenue West Civil Engineering Suite 100 Planning Carlsbad, California 92010 Processing 760-931-7700 Sur"Jeying F"o11: 760-931-8680 ODoyCon sultants.c::om G: \01307\1 0071'f-GDP1.dwg\Lcyowt1 No~ 17, 2~11 2: Q9pm ~....-..... .. ,---··-----'"''-"'' -~-"" _.,,,_ . ....,.,.._-,_ ............... _ CITY OF C >.· , ' : !·, ') PLANI'~!t..;c.l (; i )!\'Jt,·~~ S.: .. :UN ~l-tl0tT<7 11 A-0 ' DESIGNED BY: K.H., ~.F. DATE: JAN. 2011 DRAWN BY: T.G., G.M. SCALE: ,. -40' PROJECT MGR.: K.W.H. JOB NO.: 10-1307 ENGINEER OF WORK: DATE: GEORGE O'DAY RCE: 32014 Xrefs: 10071'1-CDP; 1007\\'-CDPLY; 1D07AN; 1007\'.t.IAP; 1007ATP01; 1007AMAP; 1007AU1l7; 10C7WGRD; 1007WSR; 1007WUTL; 1007!\VIC R/W I 63' 10' 44' I VARIES 14' MIN. 5.5' g' 126' I ~ I • _I ' 63' g' 44' VARIES 74' MIN. 4.5'--..l' - PERVIOIJS PVMT. ~-2' MIN. I I 1-,}' _____,, ,a• TYPE '8-1' MEDIAN CURB PCC SIDEWALK 6" T'IPE t'' CURB & GIJTTER 6' AC PA VEAIENT OVER 11' ACCR£GATE BAS£ (MIN.) R/W El CAMINO REAl WIDENING 80TH SIDES TRAFAC INDEX= 9.0 NOT TO SCALE I 126' : oJ' , 1, I ' 63' I 10' I ~=~':J I I STREET LIGHT PER SORSO £-1 & [-2 '-4.5' 5.5' <.-_,. "4-r 5. 0' WIDE PCC SIDEWALK LOCA liON VARIES S££ PLAN 6" TYPE t'1 CURB&: GIJTTER 6' AC PA VEAIENT OVER 11' AGG//EGA TE SASE (MIN.) OR AS RECOM/J£ND£D BY SOILS ENGINEER R/W I I I 10' ~----"-'44c_' ___ ---t__.._9'--ii_L~ ,-~r:l "' j 44' 10' I VARIES ~:-:-1 l--1-;';4ci-, u""rN."-. --1 (STREET LIGHT : P£Rl10US PVMT. I ' I ' 1-2' 1 a· TYPE '8-1' A/ED/AN CIJRB PER SORSO L E-1 & £-2 J 4.5' 5.5' : -2' MIN. I ~.~~'1- z:l ~ ~.~~"~-/mQ z: I ·r±±;U'L,~~:.cL.LLLLL.LLL<.L-'4 EXIST. SIDEWALK '7"~--f" EXIST. CURB & GIJTTER CAUTION II CONTRACTOR TO VERIFY THE EXACT LOCAT10N OF EXIST1NG UT1LtnES IN THE FIELD PRIOR TO CONSTRUCT10N/ NOTE II GRIND & 1-1/2' SAIICUT MIN. AC OloE!i'l.A Y LINE EXIST. AC PAVEMENT _/ OloER AGGREGATE BASE-IMPERMEABLE LINER PER SOILS ENGINEER'S RECOMMENOA liON El CAMINO REAl WIDENING NORTH SID£ TRAFAC INDEX = 9. 0 NOT TO SCALE DETAil ~· SEE SHEET 1 SCALE: 1"=20' ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERT1CAL SURVEY CONTROL ©2012 O'Day Consultants, Inc. <·, . "4-r 5. 0' Hf[)£ PCC SIDEWALK LOCAliON VARIES SEE PLAN 6" TYPE t'' CURB & GUTTER 6' AC PA VEAIENT OVER 17' AGGREGATE BAS£ (MIN.} OR AS RECO/JMEND£D BY SOILS ENGINEER -\T ---!J.~'J \ --L 'J --~;;;;: ~.i'J- <)J' -------., r,'~ \ \ ~ ~ ~~----------~s~J· ___________ ~6-· __________ ~~~·----------~:I 10' I 4.5'1 -5.5' 44' VARIES 14' MIN. 2' ' g' I g' I ~ I i ' Pt:Rwdos Pv.I(T. ' 44' VARIES ~ f--~1~4.T-'u""-rN."-. --1 CsmEET LIGHT I 2' ; TYPE '8-1' MEDIAN CURB PER SORSD £-1 & £-2 5.5' -2' MIN. 10' <·_, PCC SIDEWALK . ~ .... I fi' £lEV. !).5'( 5.0' WID£ PCC SID£WALK DETAIL '8' SEE SHEET8 SCALE: 1"=20' ti" TYPE '(;' CURB & GIJTTER o' AC PA V£AIENT OVER I 7' AGGREGA lE BAS£ (MIN.) • {I YP. LOCA liON VARIES GRIND & 1-1/2' GRIND &: 1-1/2' SAifWT SEE PLAN A/IN. AC Om?LA Y MIN. AC OWRLA Y UN£ o' TYPE \;'' I / CURB&: GUTTER '-...EXIST. AC PAWMENT __.../ OWR AGGREGATE BAS£-IMPERMEABLE LINER r;tf&0~~XW~%WrMIN.) PER SOILS ENGINEER'S OR AS RECOM/JEND£D RECO/JMENOAliON BY SOILS ENGINEER El CAMINO REAl SUPERELEVA TlON WIDENING 80TH SIDES TRAFAC INDEX = 9. 0 NOT TO SCALE FINISH GRAD£ 2' FREEBOARD _.L...--~~----WATER SURFACE"\ FINISH GRAD£ N.OlE' <. ,. ____ , ••• ' . ·' .. , ... :,. : ... ' ·" .. _ ... __ '. ~' .· ' ·'' 4 • PERFORATED PIPE fJ 1. 0% MIN. BIORETENTION AREA INSTALL IMPERMEABLE LINER PER GEOTECHNICAl. R£COA/AIENDATIONS * Vz STORAGE ACCOMPLISHED WITH INFILTRAliON ARCHES, PERFORATED PIPES. OR MODIJLAR WATER TANKS. FIJll Y l/N£0 FlOW-THROUGH PlANTER NOT TO SCAlE 1. SOIL AI/X AN.O GRAVEL SHAll li4VE 40% POROSITY AND Sli4LL BE V£R/FIEO BY GEOTECHNICAL ENGINEER. 5' PER HOUR INFILTRATION RATE. 2. SEE SECTION 4 OF CITY OF CARLSBAD STANOARO URBAN STORM WATER MANAGEMENT PLAN (SUSMP) DAlEO 1/14/2011, FOR ADD/T10NAl BIORETENliON SPECIFICATIONS. .J. CONSTRUCT CHECK DAMS AS NEEDED BEGIN 6" TYPE 'G-f' CIJRB -L1------ 6" TYPE 'G-1' CURB f 0' TI?ANSIT!ON TYPE 'F' CATCH BASIN W/ OPENINGS ON ALL SlOES CONCRETE APRON 560-C-3250 DETAIL-CONCRETE APRON & SPlASHWAll tJ CATCH BASIN AT £NO OF SlOP£ BENCH NOT TO SCALE *8' BENCH 1' 3' ROUND SLOPE -?.·; S.O.R.S.D. 0-75 TERRACE DITCH, TYPE t: 3' CONCRETE #.t..r (410-C-2000) W/ 6"x6'xj10xj10 COLOR = EARTHTONE fJ 2.0% MIN. HELD£0 HfRE MESH DETAIL 'C' BENCH AT SlOP£ SEI SHEET 1 SCALE: 1"=5' SEE SDRSD D-75 AND CITY OF CARLSBAD DWG. GS-14 FOR AOOIT!ONAL SPECIFICATIONS. * BENCH lifO lH MAY BE REDIJC£0 TO 5. 5' ON FILL SLOPES ANO .J.5' Hf[)£ ON CUT SLOPES PER GEOSOILS LETTER DA TEO OCT. 11, 2011. .• ~t z:l .. EXIST. S!Dt:WALK EXIST. CURB & GUTTER INSTALL IMPERMEABLE LINER PER GEOTECHNICAl RECOMMENDATIONS JO' CLASS II G~ VEl 5 IN 1 HR INFILTRATION RATE TO BE VERIFIED BY--- GEOTECHNICAl ENGINEER EJ!'IST. AC PAVEMENT- OWER AGGREGATE BAS£ 0.5' UN£ <·, #-?..r 5. 0' Hf[)£ PCC SIDEWALK LOCAliON VARIES SEE PLAN 6' TYPE 'G' CIJRB & GIJTTER SA!IWT( IMPERMEABLE LINER • PER SOILS ENGINEER'S 5 AC PAWMENT OWR REC0/.1/JENDA TlON 17' AGGREGA lE BAS£ (MIN.) OR AS RECOMMENDED El CAMINO REAL SUPERELEVA TlON WIDENING NORTH SIDE TRAFFIC INDEX = 9. 0 NOT TO SCALE 12' MIN. BY SOILS ENGINEER INSTALL RETAINING WALL PER SDRSD C-9, TYP£-B INSTALl IMPERMEABLE LINER PER GEOTECHNICAL RECOMMENDATIONS 4' PERFORAlEf) UN!J[RDRAIN MIN. SLOPE PER EXISTING FIJEl LINE\ PROTECT IN PLACE Q CIVIl ENGINEER DESIGN BIOI?£T£NTION AREA AT MEDIAN NOT TO SCALE NOTES: I. SEE SORSD D-25 FOR ADDITIONAL SPECIFICATIONS 2. SEE SECTlON 4 OF CITY OF CARLSBAD STANDARO URBAN STORM WATER MANAGEMENT PLAN {SUSMP) D!ATED 1/14/20/1, FOR AOD/T10NAL BIORETENTlON SPECIFICATIONS. SHEET 2 OF 11 SHEETS C. D.P. 11-10 H.M.P. 11-04 H.D.P. 11-02 S. U.P. 11-03 BEGIN 6' TYPE 'C-1 • CURB CONCRETE APRON 6" TYPE 'C-f' CU/?8 ENO 6" TYPE 'C-f' CURB CONCRETE AP!?ON 560-C-3250 -- 5' 6.5' 1.5' 5' 6" TYPE 'C-f' CUI?B TYPE 'F' CATCH BASIN W/OPENINGS ON ALL SIDES DETAil-CONCRETE APRON & SPlASHWAll fJ CATCH BASIN AT TOP OF SlOP£ NOT TO SCALE BENCHMARK DESCRIPTION: 2.5' DISC STAMPED 'CLSB-105, L.S. 6215' LOCATION: IN NORTHEAST CORNER OF CANNON .RD. BRIDGE OVER AGUA HEOIONDA CR££1(, 120 FEET SOUTHHEST OF £l CAMINO REAL RECORD FROM: R.O.S. NO. 11271 (PT. NO. 105) ELEVATION: 45.410 M.S.L DAWM: NGVf) 192:9 'F' CATCH BASIN OPENINGS ON ALL s 10' TRANSITION 10' TRANSITION DETAil-CONCRETE APRON & SPlASHWAll fJ CATCH BASIN AlONG SlOP£ BENCH REVISED NOVEMBER 10, 2011 REVISED AUGIJST f 1, 2011 PREPARED: /.!A Y 18, 2011 c~/~~T s 2710 Loker Avenue West Clvll Engllleerlng S1Jite 100 Planning Carlsbad, California 92010 Processing 760-931-7700 Surveying Fox: 760-931-BSBD 00 a jCon sult a nt!t.com NOT TO SCALE DESIGNED BY: K.H., N.F. DATE: JAN. 2011 DRAWN BY: T.G., G.M. SCALE: 1" = 40' PROJECT MGR.: K.W.H. JOB NO.: 10-1307 ENGINEER OF WORK: DATE: GEORGE O'DAY RCE: 32014 G:\'01JD7\l007W CDP2 ll.dwg\02 Sep 20, 2012 1:5~pm Xrefs: 11J07w-CDP; '007w-CDP_Y; 1007ATPD1; 1007AU1l7; 1007AMAP; 10~7AN; 1007WSlR; 10071¥JTL; 1007W·~RD; 1007WIJAP CAUllON!! CONTRACTOR TO VERIFY THE EXACT LOCAT10N OF EXIST1NC UT1LIT1ES IN THE FIELD PRIOR TO CONSTRUCT10N! NOTE!! ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND AR£ NOT TO BE US£0 FOR HORIZONTAL OR VERT1CAL SURVEY CONTROL. © 2011 O'Day Consultants, Inc. COASTAL ZONE 90/,'NOARY/ PROPOSED ·--.!. .... )J.6 + :)J.g ....._~---------- APN 208-010-40 pop.JfoN OF PARCEL 2 + ADJ 01-13 ~s.1 I :' s2 1 1 4 ' . + i I , I : I ~+ :JS) "\ I I 1-;,1 I I I t "" ! I I "'<-- ~; I I 44 B I § I + ~ I I I I "' 1 ~- \ \ I I I I ..-:"\ -\J1•D-r+, -A2· + "'t I ~ I I T i I f I I I i I I I ~-ftXI~I~.LIMI OF Fl)OODWA Y ZONE A£ PER TY 0. CARL!iBAD FIRM MAP o. 0 73CO o8F No. ~f-09r0276~-0ii0285 ISSUEr AP!IIL 22, 12009 I i ~ I ' i I I I I I I I I I I \ ---#'---- r __{_ -~:-- ---/ ---~-_.,,,.::: ==-· - - - - -yy-------:---- ~ --- BENCHMARK DESCRIPTION: 2.5• DISC STAMPED "CLSB-105, l.S. 5215• LOCATION: IN NORTHEAST CORNER OF CANNON RD. BRIDGE OVER ACUA /IEOIONDA CREEK. 120 FEET SOUTH~ST OF £L CAMINIJ REAL RECORD FROM: R.O.S. NO. 17271 (PT. NO. 105) ELEVATION: 45.410 M.S.L. DATUM: NGVD 1929 SHEET 3 OF 11 SHEETS C. D.P. 11-10 H.M.P. 11-04 H.D.P. 11-02 S.U.P. 11-03 o' 10' 40' 20 SCALE: 1" ~ 40' PROPOSED 18• STORM DRAIN PROPOSED CATCH BASIN PROPOSED STORM DRAIN CURB INLET PROPOSED INLET TO BIORETENTION AREA EXIST. HANDHOL£ -ADJUST TO GRADE REMOVEjl?El.OCA lE EX/Sl POLE REMOVE EXISl A. C. BERM REMOVE;f?ELOCA lE EX/Sl OVERHEAD POLE PROPOSED 12' PVC REC. WATER UN£ REMOVE/RELOCA lE EX/Sl TEl.. BOX RELOCA T£ EXIST. SIGN EXISl SE'JFR M.H. -ADJUST TO GRADE PROPOSED 20' MD£ DRIVEWAY 80' PROPOSED 10' CONCRETE PAD (J BUS STOP PROPOSED BIORETENTION AREA -SEE DETAIL ON SHl 2 REMOVE EXIST. A. C: CHANNEL PROPOSED FIRE H'r!JRANT EXIST. RR£ HY/JRANT TO REMAIN COASTAL DEVELOPMENT PERMIT £L RANCHO C STERA---------·- REVISED NOVEMBER 10, 2011 REVISED AUGUST 17, 2011 PREPAR£1): MAY 18, 2011 0/~ CONSULTANT s 2710 Loker Avenue West Ch1ll Engineering Sulte 100 Planning Carlsbad, Callfomlo 92010 Processing 760-931-7700 Surveying Fax: 760-931-8680 ODayConsultonts.com G:\101307\1007'N ffiP2· ll.Cwg\03 Nov 17, :zc.11 1:4£pm DESIGNED BY: K.H., N.F. DRAWN BY: T.G., G.M. PROJECT MGR.: K.W.H. ENGINEER OF WORK: GEORGE O'DAY Xrefs: 10D7W-CDP; 10D7W-C~PLY; 1007ATP01; 1DD7AUTI 7; 1007AMAP; 1007AN; 1007\VSTR; 10C7WUTL; 1007WGRD; 10071\'MAP DATE: JAN. 2011 SCALE: 1. = 40' JOB NO.: 10-1307 DATE: RCE: 32014 CAl/TlON II CONTRACTOR TO VERIFY !HE EXACT LOCATION OF EXISTING UTILITIES IN !HE F!ELO PRIOR TO CONSTRUCTION/ NOTf II ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ©2011 O'Day Consultants, Inc. ~ii ~:::5 ~~ a;~ ~~~-->;~ \ \ ' ; I ' ' ~LODDWA Y ZON£'f).t;.- 56o~'i/lol&gf FIRM :J5· ' \ \ APN 208-010-40 PORTION OF PARCEL 2 z ADJ 01-13 ------------- :J4· 4 !- ..--.,-. ARMY CORPS WETlAND LIMITS --!--·-=-=·-·-·~ :J).5 -1- ··-··CX!S'f; -- •. ~·~-~-• ,,~-w•'--·~ -·~~ ...... ··~··· ····~ ....... ~ .. ............. _. ,_ .. '\' .. ../ { ''· ; I .-f.,\ BENCHMARK DESCRIPTION: LOCATION: 2.5" DISC STAMPED "CiSB-105, l.S. 6215" IN NORlHEAST CORNER OF CANNON RD. BRIDGE OVfR AGIIA HEDIONOA CREEK, 120 FEET SOUTHWEST OF £l CAMINO REAl RECORD FROM: R. 0. S. NO. I 1271 (PT. NO. 105} ELEVATION: 45.410 M.S.l. DATUM: NGV!) 1929 SHEET 4 OF 11 SHEETS o· 10' 40' 20 80' SCALE: 1" = 40' EXIST. FIRE HYDRANT PROPOSED 24" STORM DRAIN PROPOS£{) CATCH BASIN PROPOS£{) 18" STORM ORAIN PROPOS£{) STORM DRAIN CURB INL£1 PROPOSED STORM DRAIN C/£ANOUT PROPOS£{) INL£1 TO BIORETENT!ON AREA PROPOSED STREET LIGHT PROPOS£{) 12" PVC REC. WATER LIN£ C.D.P. 11-10 H.M.P. 11-04 H.D.P. 11-02 S. U.P. 11-03 PROPOSED RO/_L£0 CURB FOR S/JG&£ ACCESS PROPOSED HEADWALL -EXTEND EXIST. BOX CUL 'rfRT, C/£AN OUT EXIST. RCB, REMOVf SILT PRIOR TO CONSTRUCTION RELOCATE EXIST. OVERHEAD P()/_£ RElOCATE EXIST. SIGN EXIST. AT&:T M.H. -ADJUST TO GRAD£ RELOCATE EXIST. TEL RISER EXIST. HEADWALl PROPOSED BIORETENT!ON AREA -SEE DETAIL ON SHT. 2 EXIST. ACCESS ROAD FOR MEDIAN IMPROVfMENTS. SEE CONCEPT. lANDSCAPE PlANS REMOVf EXIST. A. C. BERM REMO Vf EXIST. FENCE COASTAL DEVELOPMENT PERMIT FOR EL CAMINOI~R£~if~·~-~-'I' F-c;._r~l c;~e).r; ... \""""-=~-.... ·' -~-· _;, '\~ RANCHO ; \\Ntl'\,.:i CCi!\,'lr•·'i!S~-ilON CO~l"8,f,____ __ __ ,Gase No.: REVISED NO'rfMB£R 10, 2011 ~~~!~''' • ---~ --~~. -· DO! a~ REVISED AUGUST 17, 2011 PREPARED: MAY 18, 2011 ~~-.;..~'"'"''~-.... -~-~ o/<o~ DESIGNED BY: K.H., N.F. DATE: JAN. 2011 DRAWN BY: T.G., G.M. SCALE: 1" = 40' C 0 N S U L T ::1--T PROJECT MGR.: K.W.H. JOB NO.: 10-1307 s 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Planning Carlsbad, California 92010 Pro~esslng 760-931-7700 Surveytl"'g Fax: 760-931-8680 DATE: ODo)Conswltonts.~om GEORGE O'DAY RCE: 32014 G:\101301\lOU/W CDP2-11.dwg\D4 t~oll17, 2011 1;44prn Xrefs: 1007W-CDP; 10D7W-8DPLY; 1D07ATP01; 1007AU1L7; 1007A~AP; 1007/IN: 1007WS1R; 1007WU~ 1U07WGRD; 1007\'.t.lAP FUTURE FINISH GRADE CAUTION II CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION! NOT£ II ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ©2011 O'Day Consultants, Inc. ' INSTALL D-75 TYPE '8' DITCH '- BEHIND WALL AS MOO. BY CITY OF '-'- CARLSBAD STD. OWGS 1.0% MIN. ~-~---. i I - PIPE HANDRAIL R/W PROPOS£1!) RETA/, VNG WALl H = 5.0' (TW TO BWJ SEE LAN/JISCAP£ ANS FOR FINISH OE:TAILS 7' TO 10.0' ----- 2.0% 1: 11NR.UENC£ ~ 4' PCC SIDEWALK 10' FUEL SECTION '8-8' SCALE: 1'=5' • CONTRACTOR TO VERIFY LOCATION OF EXISTING 10' FUEl UN£ PRIOR TO CONSTRUCTION APPROX. LOC.• PROPOSED CURB 14' -£EXIST. GROUND ---------- / Wa~;N 2;~~;4;-!6. PARCEL 4 PM EXIST. AC BERM '. "" ., ., BENCHMARK DESCRIPTION: 2.5' 0/SC STAMPED 'CLSB-105, L.S. 6215' LOCATION: IN NORTHEAST CORNER OF CANNON RO. BRIDGE OVER AG/JA /IEOIONDA CREEK, 120 FEET SOUTHIIHT OF EL CAMINO REAL RECORD FROM: R.O.S. NO. 11271 (PT. NO. 105} ELEVATION: 45.410 M.S.L. DATUM: NGVO 1929 I SHEET 5 OF 11 SHEETS C. D.P. 11-10 H.M.P. 11-04 H.D.P. 11-02 S. U.P. 11-03 0' 10' 40' 20 SCALE: 1" = 40' NOTES; [2] PROPOSED FIRE H'flJRANT m PROPOSED 18' STORM DRAIN 0 PROPOSED CATCH BASIN 80' [II PROPOSED STORAI DRAIN C/EANOUT 0 PROPOSED STORN DRAIN CURB INLET 0 PROPOSED INLET TO BIORETENTlON AREA 0 PROPOSED STREET UGHT 0 PROPOSED 12' Pl!l': REC. WA TERLINF 0 PROPOSED 28' HfOE DRIVEWAY FOR C.T. 11-01 ~ PROPOSED BIORETENTlON AREA -SEE DETAIL ON SHT. 2 [2!] FOR A/ED/AN IMPROVEMENTS, SEE CONCEPT. LANDSCAPE PLANS @] REMOVE EXIST. GUARDRAil ~ RELOCATE EXIST. AIR VAC. ASSEMBLIES <k BACKFlOWS ~ EXIST. WAlER VALVE-ADJUST TO GRADE ~ EXIST. VAULT -ADJUST TO GRADE ~ EXIST. M.H. -ADJUST TO GRADE @] REMOVE EXIST. fTNCE ~ RELOCATE EXIST. SIGN @] EXIST. OVERHEAD POLES TO REMAIN -PROTECT IN PLACE ~ PROPOSED PEDESTRIAN EASEMENT ~ CONNECT DRAIN FROAI WALl TO 2 ~ D-21s IE] REMOVE EXIST. A. C. BERM [EJ RELOCATE EXIST. WATER RISER COASTAL DEVELOPMENT PERMIT FOR £L CAMINQ RfA4-'~«· v • • 'J''\I~lLSr::._f!,O RANCHO C~ SJeRANG CIJMMISSIOI~ Case NaJT,a: Case i-!o .. REI1SED NOVEMBER 1/2 2011 -------------- REVISED AUGUST /1, 2011 ---------~----~------------ PREPARED: MAY 18, 2011 [;~t•[bi~ r~o. : ,£. U~::~s: ····-......... ~ ---- o/t:;~ DESIGNED BY: K.H., N.F. DATE: JAN. 2011 DRAWN BY: T.G., G.M. SCALE: 1. = 40' C 0 N S U L T A':J-T PROJECT MGR.: K.W.H. JOB NO.: 10-1307 s 2710 Loker A¥enue West Civil Engineering ENGINEER OF WORK: Suite 100 Planning Carlsbad, California 92010 Processing 760-931-7700 Sup1eylng Fax: 760-931-8680 DATE: ODayConsultants.com GEORGE O'DAY RCE: 32014 G:\101JD7\1007W-CD"'2-1\dwg\Ob Nov 17, 2011 1:4jpm Xrets: 1D07W-CDP; 1007W-CDPL'I'; 10D7AlPD1; 1007AUn7; 1007/IMAP; ~007AN: 1007WS1R: 100i'WU11...; 1007WGRJ: 1007WMt,p CAIJ77QN!! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION/ NOTE II ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAl SURVEY CONTROL ©2011 O'Day Consultants, Inc. ,. ..... ,/ ,11 / I / I I ' I // /;'/ ,/ I I 1./ /1 /1 / / / / / I / ' ~ , , I /, / I / }' / / EXIST. GROUND~ " 79.0 " 78.2 " ;71 " 78.8 ' ! . i 'I ·' l ' ' -~ -.---" ., "'" -81.4 . •', ..... IYREMO~ I I EXIST. WALL I I --j , ______ INSTALL D-75 TYPE '8' DITCH BEHIND WALL AS MOO. BY CITY OF LJ ------------ PIP£ HANDRAIL CARLSBAO STD. DM>S 1.0% MIN. -----4 ..____ ..____ \ \ ) I / \ I j " R9.8 .. ~ .. ~--. PROPOSED TEMPORARY CONSTR/JCTION EASLM£NT'----q "--PROPOSED "--C/JRB '" 't,,, --PROPOSEO RETAINING WALL "- H = 8. 4' (TW TO BWJ MAX "- %.4/ SEE LANDSCAPE PlANS FOR ..____ FlNISH DETAILS "-- zo:r 4 • PCC SIDEWALK SECTION 'C-C' SCALD 1"=5' . -·· -·-·-·· """' --·--.... ~ -·· --_ .. ------"'" ' - PARCE1 A AIJJ 03-!7 !01.6' -O.M. W.C. EASEMIENT PER BK 1796, P'G. 142 REC. JULY II, 1'930 -----1'_11_0'.':._~~~£~ !TEMPORARY CONSTR/JCTIION EASEMENT r--Pff'OPO'SEO GRADING PER DWG. 454-TA 208-040-12 PARCEL 8 ADJ 03-17 BENCHMARK DESCRIPTION: Z5" DISC STAMPEO "CLSB-105, L.S. 6215" LOCATION: IN NORTHEAST CORNER OF CANNON RD. BRIOG£ O~R AG/JA HEDIONDA CREEK, 120 !YET SOUTHWEST OF a CAMINO REAl RECORD FROM: R.O.S. NO. 17271 {PT. NO. 105) ELEVATION: 45.410 M.S.L. DATUM: NGV!J 1929 SHEET 6 OF 11 SHEETS C.D.P. 11-10 H.M.P. 11-04 H.D.P. 11-02 S.U.P. 11-03 I I 0' 10' 40' 20 SCALE: 1" = 40' PROPOSEO 18" STORM DRAIN PROPOSED 36" STORM DRAIN PROPOSED 48" STORM DRAIN 80' PROPOSED CATCH BASIN-SEE SPLASHWALl <f APRON DETAILS ON SHT. 2 PROPOSED STORM DRAIN CURB INLET PROPOSED STORM DRAIN CLEANO/JT PROPOSED INLET TO 8/0RETENT/ON AREA PROPOSED BIORETENTION AREA -Sfi DETAil ON SHT. 2 PROPOSED STREET LIGHT PROPOSED 12" Pl1:' REC. WATERLINE PROPOSED a• Pl1:' REC. WA TERUN£ PROPOSED B" Pl1:' SEWER PROPOSED SEWER ACCESS HOLE PROPOSED 16" Pl1:' WA TERL!N£ {490 ZONE} PROPOSED 10' CONCRETE PAO g BIJS STOP FOR IJEOIAN IMPRO~MENTS, SEE CONCEPT. LANDSCAPE PlANS RELOCATE EXIST. O~RHEAO POLE REMOI£ EXIST. fTNCE RaOCATE EXIST. BOX RELOCATE EXIST. SIGN RaOCA TE EXIST. TEl. RISER RELOCATE EXIST. AIR VA C. ASSEMBLIES & BACKflOWS EXIST. M.H. -ADJUST TO GRAOE EXIST. FlRE H'([)RANT PROPOSED D-75, TYPE '8' BROW DITCH g IX MIN. REMO~ EXIST. A. C. BERM PROPOSED FlRE HYDRANT COASTAL DEVELOPMENT PERMIT FOR EL CAMINO RANCHO CO .Cnse No.: ----------- REV!SEO NO~MBER 10, 2011 REVISED AIJG/JST 11, 2011 PREPAREo.· MAY 18, 2011 c~/~~T s 2710 Laker Avenue West Clvll Engineering Suite 100 Planning Carlsbad, Collfornlo 92010 Processing 760-931-7700 Surveying Fa)(: 750-931-8680 DDayConsultants.com G:\"01307\1DD7w-COP~-11.dwg\Ofi D~r. 13, 2011 1:32pm DESIGNED BY: K.H., N.F. DRAWN BY: T.G., GJ.4. PROJECT MGR.: K.W.H. ENGINEER OF WORK: GEORGE O'DAY Xr~fs: 1007W-CDP; 1007W-CD"'LY; 1007ATP01: '•J07AUTL7: 1007AIJ.AP; 1007AN; 1007WS1R; 10071\UTL: 10J7WGRD; 1007WMAP '-"'~·-. .-......... DATE: JAN. 2011 SCALE: , .. = 40' JOB NO.: 10-1307 DATE: RCE: 32014 CAtJT/ON II CONTRACTOR TO vERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE AELD PRIOR TO CONSTRUCTION! NOT£ II ELECTRONIC DATA ALES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAl OR VERTICAl SURVEY CONTROL. ©2011 O'Day Consultants, Inc. 'Pfi'OPCISED DRIVEWAY-SEE OfT All ON SHT. 2 PROPOS£0 TEMPORARY CONSTRUCTION CASEMENT X /6./ SHEET 7 OF 11 SHEETS C. D.P. 11-10 H.M.P. 11-04 H.D.P. 11-02 S.U.P. 11-03 ----··--- 88.0 ! X , 1 ~01 c.l I X 75.2 W/IJ£ MEANDERING SIDEWALK X !?7? w--- X CiOASTAL ZONE BOUNDARY/ .P!IOPOSED R/1¥ .t---£XI'ST. R/W . 898( APN 207-310-21 21 MAP 70558 .' ! BENCHMARK DESCRIPTION: 2.5• 0/SC STAMPED •ctSB-105, LS. 61215• LOCA110N: IN NORTHEAST CORNER OF CANNON RI!J. BRIDGE OVER AGUA HEDIONDA CREEK, 120 FEET SOUT/Ifii:ST OF El CAMINO /ilEAL RECORD FROM: R. O.S. NO. 11211 (PT NO. 105) ELEVATION: 45.410 M.S.L. DATUM: NGVIJ 1929 a' 10' 40' 20 SCALE: 1' = 40' PROPOSED ta• STORM DRAIN PROPOSED 24• STORM DIIAIN PROPOSED 4a• STORM DRAIN 80' PROPOSED CATCH BASIN -SEE SPLASHWALL &-APRON DETAILS ON SHT. 2 PROPOSED STORM DRAIN CURB INLET PROPOSED STORM DRAIN CL£ANOUT PROPOSED INLET FOR BIDRETENT/ON REMOI£ EXIST. A. C. BERM PROPOSED STR!IT LIGHT PROPOSED 12• PVC REC. WATERLINE PROPOSED a· PVC SEfii:R FOR MEDIAN IMPROVEMENTS, S££ CONCEPT. LANDSCAPE PLANS RELOCA 71: EXIST. O'r!:RHEAD POLE ABANDON EXIST. 4a• RCP STORM DRAIN-RD.IO'r!: AS NEE!JEI) EXIST. M.H. -ADJUST TO GRADE EXIST. CATV/TEL VAUlTS -ADJUST LIDS TO GRADE EXIST. GA 71: VAL vr: -ADJUST TO GRADE REMO'r!: EXIST. POSTS RELOCA 71: EXIST. O'r!:RHEAD UNES PROPOSED D-75, TrPE '8' BROW 0/TCHf/1% MIN. EXIST. STREET UGHT EXIST. OVERHEAD POLE TO REMAIN -PROTl:CT IN PLACE REMO'r!: EXIST. HEADWALL R£14SEO NO'vf:MBER 10, 2011 REVISED AUGUST 17, 2011 PREPARED: MAY 18, 2011 . 0'~~ DESIGNED BY: K.H., N.F. DATE: JAN. 2011 DRAWN BY: T.G., G.t.t. SCALE: ,. = 40' PROJECT MGR.: K.W.H. JOB NO.: 10-1307 C 0 N S U L T A N T s 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Planning Carlsbad, Cclifomia 92010 Processing 760-931-7700 Surveying Fox: 760-931-6680 DATE: ODoyConsulhmts.com GEORGE O'DAY RCE: 32014 G, \101307\1007W-CDP2-11.\Jwg\07 De~ 13, 2011 1:36pm Xrefs: 1007W-CDP; 1007W-CDPLY; ·oo?A1P01; 1007ALl'_7; 1007AMAP; 1007ANI 1007WS-:-R; 1007MJTL; 1UU/WCRO; 1007WMAP CAVTION!! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE nELO PRIOR TO CONSTRUCTION/ NQTE!I ELECTRONIC DATA nLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL ©2011 O'Day Consultants, Inc. 5' WID£ J.IEANOERINC SIDEWALK MOO/FICO CONCRCTC MOW STRIP PCR SORSO l-J 6" VCRTICAL CURB PCR SORSO C-1 DETAil -CURB NOT TO SCALE EXIST. AC BERM TO BC R£MOVCO / 5' WIIJC J.ICANOfRINC SIDCWALK f" /1 I / I ........ ---.. --~-· ...... -.. --~-----~ '-._ EXIST. CROUNO TCRRACE DRAIN PER 0-15, TYPE 'C' SEC OCTAIL 'C' ON SHT. 2 TERRACE DRAIN PCR D-75, TYPE 'c' SEC OCTAIL 'C' ON SHT. 2 SECTION '/J-0 I NOT TO SCALE PROPIOSEO R/W ~-£KIST. R/W BENCHMARK DESCRIPTION: 2.5' DISC STAMPED 'CLSB-105, l.S. 6215" LOCATION: IN NORTHEAST CORNER OF CANNON Rf). BR/OC£ OVER ACUA HEOIONDA CREEK, 120 FEET SOUTHI!rST OF £l CAMINO REAl RECORD FROM: R.O.S. NO. 17211 (PT. NO. 105) ELEVATION: 45.410 II.S.l. DATUM: NCV!J 1929 SHEET 8 OF 11 SHEETS C. D.P. 11-10 H.M.P. 11-04 H.D.P. 11-02 S.U.P. 11-03 D' 1 D' 4D' 2D SCALE: 1' = 4D' PROPOSED 18" STORM DRAIN PROPOSED 48' STORM DRAIN 80' PROPOSED CATCH BASIN -SEE SPLASHWALL <I' APRON DETAILS ON SHT. 2 PROPOSED STORM DRAIN CURB INLET PROPOSED STORM DRAIN CLEANOUT PROPOSED INLET FOR BIOR£T£N710N PROPOSED RRE HYDRANT PROPOSED STREET LICHT PROPOSED 12" PVC REC. WA rERUN£ FOR MEDIAN IMPROVEMENTS, SEE CONC£Pl LANDSCAPE PLANS RELOCA T£ EXIST. OVERHEAD LINES <I' POLES PROPOSED D-75, TYPE '8' BROW DITCH(~ 1/l MIN. PROPOSED BIOR£T£N710N AREA -S££ DETAil ON SHT. 2 EXIST. MANHOLE -ADJUST TO CRAO£ EXIST. VAL II£ -ADJUST TO ORAD£ RELOCA T£ EXIST. SICN REMOVE EXIST. lR££ SRJMPS RELOCA T£ EXIST. WATER RISER RELOCA T£ £XIS T. VAL II£ RELOCA T£ EXIST. AIR VAC. ASSEMBLIES ct BACKROWS REMOVE POR. OF EXIST. EfflUENT LIN£ FOR PROPOSED STORM DRAIN CONSTRUC710N RD.IOV£ EXIST. A. C. BERM R£115£0 NOVEMBER 10, 2011 REI1S£0 AUCL/ST 11, 2011 PREPARED· MAY 18. 2011 (., 0/7;1~ c 0 N s u L T N"NT s 2710 Loker Avenue West Civil Engineering Sulte 100 Plcmntng Carlsbad, California 92010 Processing 760-931-7700 Surveying FaK: 760-931-8680 DDoyConsultonts.com G:\013D7\1007W-CDP2-11,dwg\OB ~o~ 17, 2011 l:JBpm DESIGNED BY: K.H., N.F. DRAWN BY: T.G., G.t.4. PROJECT MGR.: K.W.H. ENGINEER OF WORK: GEORGE O'DAY Xre'a: 1 DO/III-CGP; '007111 CDPL Y: 1 DO/A TPD1: 1 007AUlL 7; 1007 AMAI''; 1D07Af.l; 1007WSTR; 1007WUTL; 1 C07WGRD; 1007WJ..!AP DATE: JAN. 2011 SCALE: 1' = 40' JOB NO.: 10-1307 DATE: RCE: 32014 CAIJTION!! CONTRACTOR TO I£RIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELO PRIOR TO CONSTRUCTION! NOT£ II ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR I£RTICAL SURI£Y CONTROL. ©2011 O'Day Consultants, Inc. ... .t I "' I * 14" WATERLINE TO BE KEPT IN SERVICE UNTIL REPLACEMENT WATERLINE IS CONSTRUCTED AS PART OF CT lf-01 r, ........ -2o7-23o-t9 J-· -1 MAP 774 \ ' --' --.~... --\ ..... __ --~-- . \ . ,. ·--·-X---· ' . I I \ I ' \ } .j.f.6 I \ I ·. PEDEST/1/AN ' ZONE BOIJNDARY/ PROPOS/EO R/W '§"l-PROPOSJOO 1!1/W DEDICATION/ BENCHMARK DESCRIPTION: 25' DISC STAMPED 'ct.SB-105, l.S. 8215' LOCATION: IN NORTHEAST CORN£!/ OF CANNON R/JI. BRIDGE O'.ER ACUA HEDIONDA CREEK, 120 FliT SOIJTHM:ST OF £L CAMINO !IlEAl RECORD FROM: R.O.S. NO. 17271 (PT. NO. 105} ELEVATION: 45.410 M.S.£. DATUM: NG'tf) 1929 SHEET 9 OF 11 SHEETS C.D.P. 11-10 H.M.P. 11-04 H.D.P. 11-02 S. U.P. 11-03 o· 1o' 40' --20' SCALE: 1' = 40' PROPOSED Ia' STORM DRAIN PROPOSED Jfi' STORM DRAIN PROPOSED 4a' STORM DRAIN PROPOSED OOUBLE-42' STORM DRAIN 80' PROPOSED CATCH BASIN -SEE SPLASHWALl t!t APRON DETAILS ON SHT. 2 PROPOSED STORM ORAIN CURB INLET PROPOS£!) STORM DRAIN CLEANOUT PROPOSED INLET FOR BIORETENJION EXTEND DOUBLE a'x4' RCB PROPOSED RR£ HYDRANT PROPOSED STREET LICHT PROPOSED a• PVC R£C. WA TERLIN£ REMOff: POR. OF EXIST. £mU£NT LIN£ FOR PROPOSED STORM DRAIN CONSTRUCTION REMO f1: POR. OF ABANDONED VCP SEM:R FOR PROPOS£!) R£C. WA TERLIN£ CONSTRIJCJION PROPOSED DR/1-fWA Y PROPOSED B/OR£TENJION AREA -SEE DETAIL ON SHT. 2 RELOCATE EXIST. Off:RH£AD POL£ t!t LINES EXIST. Off:RH£AD POL£ TO REMAIN -PROTECT IN PLACE RELOCATE EXIST. SIGN REA/Off: AND RELOCATE EXIST. FENCE R£MOf1: EXIST. CIJARDRAIL EXIST. VAL f1: -ADJUST TO CRAD£ EXIST. /I.H. -AOJ/JST TO GRAD£ RELOCATE EXIST. TRAme SIGNAL POL£, MODIFY SIGNAl FOR /Jll/MATE IMPROff:M£NTS FOR MEDIAN IMPRO ff:MEN TS, SEE CONCEPT. lANDSCAPE PlANS FIJT/IRE SIGNAL IMPI/Off:MENTS FOR LOT 1 OF C. T. 11-01 RIP-RAP PER D-40. TYPE 4 ROCK ClASS=! TON, 4.4' THICK, RLTER BLANK£T=1.5' ACCREGATE, 1.0' THICK O'.ER 12' SAND, Q1110 = aJ22 c;y::s; V100 = 16.9 FPS REMOff: EXIST. A. C. BERM MODIFY MAST ARM TO S£1/ff: J~THRIJ lANES AND 1~L£FT T/IRN/11-T/IRN FOR SOUTHBOUND EL CAMINO REAL EXIST. SOGJtE ACCESS ROAD PROPOSED a• PVC SEWERLIN£ -R£M0f1: EXIST. a• SEWERLIN£ PROPOSED SEW£!/ ACCESS HOLE R£M0f1: t!t REPlACE EXIST. CURB, GIJTTER t!t S/D£WALK AS N££0£0 FOR RRE HYDRANT CONSTRIJCJION ~ PROPOSED 12' PVC REC. WATERliNE COASTAL DEVELOPMENT PERMIT FOR £L CAMINO ~ReA:ff~~:};~~~~~-·1 RANCHO CO I£8A _________ ... ________ I REVIS£!) NOV£AIB£R 10, 2011 REVIS£!) AIJGIJST 17, 2011 PREPARED: MAY 18. 2011 ' o/<o~- C 0 N S U L ~T s 2710 Loker Avenue West Clvll Engineering Suite 100 Planning Carlsbad, California 92010 Processing 760-931 -7700 Surveytng Fox: 760-931-BBBO ODayConsulton ts. com DESIGNED BY: K.H., N.F. DATE: JAN. 2011 DRAWN BY: T.G., G.t.t. SCALE: 1" = 40' PROJECT MGR.: K.W.H. JOB NO.: 10-1307 ENGINEER OF WORK: DATE: GEORGE O'DAY RCE: 32014 G:\10':307\10~7W~CD"2-11.d~~ig\09 Dec ·:3, 2011 1:45pm Xrilfs: 1007W-CD": 1007W-CDPLY; 1U01AIPD'·; 10lf!A~ IL7: 100/A!JAP: 1D07Mi; 10071'/STR; 1007WUTI_; 1007WGRD: '007WMAP CAUTION II CONTRACTOR TO VERIFY TH£ EXACT LOCATION OF £X/STING UTIL!n£S IN THE R£LO PRIOR TO CONSTRUCTION! NOTE II ELECTRONIC OA TA FILES AR£ FOR R£F£R£NC£ ONLY AND AR£ NOT TO 8£ US£0 FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ©2011 o'Day Consultants, Inc. L~.~- I I I f ... _J 11 \ s . ( + \. ss' + . 0 sl WA/fR I APN 208-0!0-40 \... PORTION OF PARCEL ADJ 0!-13 l 1 v 021r<£l --\~{1 l rus\u1 l.'i\ + . so· '-· . " EASEMENT .. I ·. -.. 'I I ~g 1 + I I o' 10' 40' SHEET I 0 OF II SHEETS C.D.P. 11-10 H.M.P. 11-04 H.D.P. 11-02 S.U.P. 11-03 20 80' SCALE: 1" = 40' EXI}f. 12• ACP EfflUENT 'w'-' + £', t/AIIT OF WORK c ~ J--Cr?AS!Jll ZONE 801/NDARY/ PROPOS£0 R/W BENCHMARK DESCRIPTION: 25' DISC STAMPED 'CLSB-105, L.S. 6215' LOCATION: IN NORTHEAST CORNER OF CANNON RO. BRIOG£ Ol'CR ACIJA HEO!ONDA CREEK, 120 FEET SOUTHHEST OF EL CAMINO REAL RECORD FROM: R.O.S. NO. 17271 (PT. NO. 105) ELEVATION: 45.110 M.S.L. DATUM: NGV!) !929 PROPOSED 18' STORM DRAIN PROPOSED CATCH BASIN PROPOSED STORM DRAIN C!EANOUT PROPOSED INLET FOR BIORETENTION F//17/RE fiRE HYDRANT PROPOSED STREET LIGHT PROPOSED 8' PVC REC. WATERLINE FOR MEDIAN IMPROVEMENTS, SEE CONCEPT. LANDSCAPE PlANS PROPOSED BIORETENTION AREA -SII DETAil ON SliT. 2 REMOVE POR. OF ABANOONEO 8' fCP SEHER FOR REC. WA TERL/NE CONSTRUCTION EXIST. M.H. -ADJUST TO GRAO£, INSTALL HINGED LID RELOCATE EXIST. SICN RELOCATE EXIST. CONC. PAD .t WATER RISERS RELOCATE EXIST. BENCH .t TRASH CAN RELOCATE EXIST. TRAfflC SIGNAl BOX PROPOSED BUS STOP, 10. 0' CONCRETE PAO REMOVE EXIST. A. C. BERM COASTAL DEVELOPMENT PERMIT FOR EL CAMINO IR&irl~-s~~.~~~:{·::~~j­ RANcHo COS -EiRA"-·----·- RH1SEO NOVEMBER 10. 2011 REI4SEO AUGUST 17, 2011 PREPARED· MAY 18. 2011 • IY'b~ CONSULTANT s 2710 Loker Avenus Weet Civil Engineering Suite 100 Planning Carlsbad, California 92010 Processing 760-931-7700 Surveying Fax: 760-931-6680 ODayConsultonts.com G: \',C1307\1007W-CDP2-11.dwg\10 Nav 17, 2011 1:35pm 'Case-No -·--------- DESIGNED BY: K.H., N.F. DATE: JAN. 2011 DRAWN BY: T.G., G.M. SCALE: ,. = 40' PROJECT MGR.: K.W.H. JOB NO.: 10-1307 ENGINEER OF WORK: DATE: GEORGE O'DAY RCE: 32014 Xrefs: 1007\'1-CDP; 1007W-CDPLY; 1DD7ATPD1; 1007AUTl7; 1007.t..IAAP; 10C7AN; 1D07WS1R: 1007\'iUlL: 10D7W3RD; 1007W\IAP CAVTION !! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION! NOTE II ELECTRONIC DATA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL ©2011 O'Day Consultants, Inc. ---------------------- FUTURE IMPROVEMENTS ON \ W--- \ewer. 36' RCP SO ----.;..In -----------------------~--~ I u -t-lj I I r £l CAMINO REAL PER CJP 3957& ' --49T - - - - -496 ;;;:::::: J: =:)I 'I W--b~$~ =---- - - -I B2·1 I \ ~ -r."-:,....,\-li+hh\l I -~-.,__-- I EX/ST.\]0" FUEL MAm> -u I \___ 1+';---IJ'tt---+ I l __,a J .... "'"" ··-· .. ...... -... .:::-. ::: . .::::.. ~ ~~~A .~i:iWJ,. '0' "'t . . g 1 1 ...,_,--.. -~ c. T. !1-01 LOT I h41r'.ll' Y CORPS I'I£TlANO LIMITS --~) ) ··' '---~ r· .... .; MEANDERING . 16" RJEL MAIN BENCHMARK DESCRIPTION: 25" DISC STAMPED "CLSB-105, LS. 8215' LOCATION: IN NORTIIEAST CORNER OF CANNON f?D. BRIDGE OVER AGUA H£0/0NOA CREEK, !20 FEET SOL!l/11'1£ST OF £l CAMINO REAl RECORD FROM: R.O.S. NO. 11271 (PT. NO. 105) ELEVATION: 45.410 M.S.L DATUM: NGI;f) !929 SHEET II OF II SHEETS C.D.P. 11-10 H.M.P. 11-04 H.D.P. 11-02 S.U.P. 11-03 o' 10' 40' 20 80' SCALE: 1" = 40' PROPOSED 8' PVC REC. WATERLINE FOR MEDIAN IMPROVEMENTS, SEE CONCEPT. LANDSCAPE PLANS EXIST. M.H. -ADJUST TO GRADE RELOCATE EXIST. TEl. BOXES EXIST. ElEC. VAULT -AOj{)ST LID TO GRAD£ RELOCATE EXIST. SOC&£ FACIL/TlES. REMOVE&-RECONSTRUCT EXIST. WAll RELOCATE EXIST. T!IAFF!C SIGNAL BOXES RELOCATE EXIST. TRAFFIC POLES EXIST. CONC. PAD FOR SEI'I£R LIFT STA liON TO BE REMOVED &-SALVAGED, SUB,J£CT TO CITY ENGINEER APPROVAL REMOVE EXIST. SIDEWALJ( RELOCATE EXIST. S£1'1£R CLEANOUT -AOj{)ST TO GRADE MODIFY SIGNAL AT £l CAMINO REAL &-TAMARACK A I£ INTERSECTION REMOVE EXIST. A. C. BERM PROPOSED RR£ H'fDRANT-REMOVE .t REPLACE EXIST. CURB. CUTTER .t SIDEWALK EXIST. RR£ H'fDRANT COASTAL DEVELOPMENT PERMIT FOR £L CAMINQ--.. ReAk·_-· -··:···~-r. RANCHO cdsreRAitJG ~·--""'''~u·C··~ i I Car.r f'.lJ:')e· -·---------i Cas~ Nc ------·------------. REVISED NOVEMBER 10. 2011 REVISED AUG/JST 17, 2011 'l~xl;_i!!.~~ :·1:~; .:=--·. , .. _t:~" ;=,-~----.-·' ·-------PREPARED: MAY 18, 2011 o•T,.. .. ,. -·-···-- o·?;~ DESIGNED BY: K.H., N.F. DATE: JAN. 2011 DRAWN BY: T.G., G.M. SCALE: 1" = 40' PROJECT MGR.: K.W.H. JOB NO.: 10-1307 CONSULTANT s 2710 Loker Avenue We91t Civil En glneerlng ENGINEER OF WORK: Suite 100 Plar.nlng Carlsbad, California 92010 Precessing 760-931-7700 Surveying faK! 760-931-8680 DATE: ODayCcnsullanb.com GEORGE O'DAY RCE: 32014- G:\101307\007W-CDP?-11.dwg\11 Nvv 17, 2011 1:33pm )(ref5: 1007W-CDP; 1007W-CDPLY; 1007A-P01; 1007AUTL7; 1Q07AfJAP; 1D07AN; 1007WSTR; 1007WUTL.; 10071'/CRD; 1007WMAP . -.. ' I I L-1.1 KEY MAP ' I I I I / / I , .•• I ',' ':' ,: '-, . . __ ~-~- '". . I I I I I I , : _ ...__ --· I -· / / ,_.._ 'II T.; L-1.2 .>._ ·. / ' . ' '/ . ··. SHEET INDEX L-0.1 SHEET INDEX, NOTES, AND KEY MAP L-0.2 PLANTING LEGEND & WATER CONSERVATION INFORMATION L-1 .1 LANDSCAPE CONCEPT PLAN L-1.2 LANDSCAPE CONCEPT PLAN ~..-............... ~ .... _.,._._ .. '·"~···"'"""""'" "-"....-·--~·-"-'--"~' . .,., .. , ..... __. .. ,..,. ....... CIYV OF C,O.FelJc.'BI>.D PLP.I'.Jl'·i:r~G \., :~,:·viMISSiOl-.J Case l'~ame: ______ _ __ _ ________ -~ jCasc-'~o.: ~---__________ -------~······ ..... .,-----~ Note: • • F-.J-.!Wit t~~---~----~~~~-----Landscape lmprovemement Plans presented herem are for Improvements of El Cammo-= ... "'c"·"""~--· · - Real Median and Southside improvements along the ROW. The landscape improvements for the northside of El Camino Real are addressed in a separate submittal-Rancho Costera MP 02-13(c), HOP 11-01, SUP 11-02, HMP 11-03. EL CAMINO REAL Rancho Costera CARLSBAD, CALIFORNIA MEDIAN AND SOUTH SIDE LANDSCAPE CONCEPT & WATER CONSERVATION PLANS Laguna Beach Sausalito San Francisco los Angeles Houston D a I I as Shanghai 570 Glenneyre Laguna Beach.CA 92651-2453 Fax 949.494 7861 949.497.5471 CLIENT SHAPELL HOMES SHAPELL HOMES 8383 Wilshire Boulevard, Suite 700 Beverly Hills, CA 90211 3 May 22, 2012 2 September 13, 2011 1 August 1, 2011 Revisions North Scale 1 "~200' Date May 5, 2011 Phase Job Number SPLS001 Drawing Title SHEET INDEX, NOTES, and KEY MAP Drawing Number L-0.1 I NOT FOR CONSTRUCTION I 0 2012 SWAGroup PLANTING LEGEND EL CAMINO REAL STREETSCAPE Median Tree 100% 24" Box minimum size (approx 37 trees total) Symbol Botanical Name -Common Name 0 Lophostemon confertus -Brush Box Median Shrub 100% 5 Gallon minimum size (approx 540 ea.) Symbol Botanical Name -Common Name Rhaphiolepis indica "Pink Cloud" -Pink Cloud Indian Hawthorn Parkway ROW and Slope Hydroseed Groundcover (approx 34,000sf, 0.78ac) 100% Non-Irrigated Native Hydroseed Mix, 421b per acre Symbol Mix % Botanical Name -Common Name D~~ Camissonia cheiranthifolia -Beach Evening Primrose Collinsia heterophylla -Chinese Houses 7% 7% 5% 2% 5% 14% 2% 10% 5% 5% 5% 24% 100% total Encelia californica -Bush Sunflower Eriophylium coniferiflorum -Golden Yallow Eschscholzia californica -California Poppy Lasthenia californica -Dwarf Gold Flowers Linanthus grandiflorus -Giant Linanthus Lotus scoparius -Deerweed Lupinus hirsutissimus -Stinging Lupine Lupinus nanus -Sky Lupine Mimulus aurantiacus longiflorus -Sticky Monkeyflower Mimulus aurantiacus Sisyrinchium bellum Vulpia microstachys puniceus -Mission Blue Eyed Grass Small Fescus Red Monkeyflower Median Island Concrete: Symbol Description To match existing median condition on El Camino Real Sic-retention Basin: Irrigated Ground Cover and Cobble Mulch ( appox 9,500sf) Symbol ~ ~ NOTES: Botanical Nome -Common Name Carex tumulicola -Berkley Sedge, 75% area coverage. Description Round River Cobble, 4" -8" diameter, 25% area coverage. 1. Trees at El Camino Real median shall be planted as approved by the City and reviewed and approved by the Utility Company. 2. It is intended that the Non-Irrigated Native Hydroseed Mix be installed just prior to the winter months when rainfall is expected (in order to generate the seedlings). If slope stabilization is required during months typically when rainfall is absent, a bonded-fiber matrix shall be applied to protect the slopes from possible erosion. This will be followed by an application of the Non-Irrigated Native Hydroseed Mix (as indicated herein) when winter rains are probable. Temporary irrigation may be utilized to help establishing the native hydroseed planting, as applicable. WATER CONSERVATION INFORMATION CARLSBAD, CALIFORNIA, Code of Ordinance ·Title 18· BUILDING CODES AND REGULATIONS CHAPTER18.50 ·WATER EFFICIENT LANDSCAPE Project: Water Source: Calculation of the MAWA and ETWU El Camino Real/Rancho Costera, Carlsbad, California Landscape Zone Z [Refined) I Median Landscape Zone 3 (Naturalizing{Transiotional) I Bio-retention Basin Recycled water from the Carlsbad Municipal Water District MAXIMUM APPLIED WATER ALLOWANCE (MAWA)-Chapter 18.50.130 MAWA = (ETa)* (0.62) * [(0.7*LA) + (O.l*SLA)] Where: MAWA = l~aximum Applied Water Allowance in gallons per year ETo =Evapotranspiration in inches per year 0.62 =Evapotranspiration in inches per year 0.7 = ET adjustment factor for plant factors and irrigation efficiency LA= Landscaped area including special landscape area in square feet 0.3 =The additional ET adjustment factor for landscape area (1.0-0.7={).3) SLA =Portion of the Landscaped area identified as special landscape area in square feet MAWA = (ETa)* (0.62} * [(0.7* 20,807 ) + (0.3* 20,807 ) l MAWA= 553,425 Gallons r>erYear ESTIMATED TOTAL WATER USE (ETWU) ·Chapter 18.50.140 ETWU = (ETa)* (0.62) *{PF * HA I IE+ SL.A) Where: ETWU =Estimated Total Water Use in gallons per year ETo = Evapotranspiration in inches per year 0.62 =Evapotranspiration in inches per year PF = Pia nt factor from WUCOLS Ill HA =Hydrazone area in square feet. Each HA shall be classified based on the data included in the landscape and irrigation plan as high, medium, or low water use 42.90 0.52 0.70 20,807 0.30 20,807 42.90 0.52 See Below See Below See Below IE =Irrigation efficiency of the irrigation plan as high, medium, or low water use See Below SlA =Special landscape area in square feet Hydrozone Hydrazone Area 1 = Hydrazone Area 2 = Hydrazone Area 3 = Total = ETWU [HAl) ~ ETWU (HA2) = ETWU (HA3) = HA PF 11,284 0.50 9,523 0.50 0.10 20,807 300,132 253,293 IE SL.A* 0.90 11,284 0.75 9,523 0.75 20,807 See Below Note: Due to the use of recycled water for the irrigat;on system,. all landscaped areas are considered Special Landscape Areas (st.A) ETWU (Total) = 553,425 Ga lions per Year (The ETWU does not exceed the MAWA) NOTES: CARLSBAD, CALlFORNIA, COde of Ordinance-Title 18-BUllDING CODES AND REGULATIONS CHAPTER 18.50-WATER EFFICIENT LANDSCAPE Calculation of the MAWA and ETWU Project: El camino Real/Rancho Costera, carlsbad, ca!ifomia Landscape Zone 4 (Native) I Slopes at South Side of El Camino Real Water Source: Recycled water from the carlsbad Municipal Water District MAXIMUM APPLIED WATER ALLOWANCE (MAWA) -Chapter 18.50.130 MAWA = {ETo) * (G.fi2) * [(0.7*lA) + (0.3*SLA)] Where: MAWA = Ma>imum Applied \Nater Allowance in gallons per year ETo =Evapotranspiration in inches per year 0.62 =Evapotranspiration in inches per year 0.7 ~ ET adjustn"Ent factor for plant factors and inigation efficiency !A= Landscape<d area including special landscape area in square feet 0.3 =The adcitiooal ET adjustrrent factor for landscape area (l.Q-0.7=G.3) SlA =Portion of t:he Landscaped area identJfied as special landscape area in square feet MAWA = (ETo) * (0.62) * [(0.7" 34,025 ) + {0.3* 34,025 )] MAWA= 904,!!!97 Gallons per Year ESTIMATED TOTAL WATER USE (ETWU) -Chapter 18.50.140 ETWU = {ETo) * (01.62) *(PF * HA /IE+ SLA) Where: ETWU ~ Estirrated Total Water use in gallons per year ETa = Evapotrans;piratlon in inch's per year 0.62 ~ Evapotrans;p;ratJOn in inches per year PF ~ Plant facto~r from \MJCOLS III HA =Hydrazone area in square feet. Each HA shall be classified based on the data includled in the landscape and inigation plan as high, rredrum, or low water use 42.90 0.62 0.70 34,025 0.30 34,025 42.90 0.62 see Below see Below see Below IE= Irrgation elfficiency of the rnigation plan as high, medium, or low water use see Below SLA ~ Speciallan<dscape area in squar·e feet Hydrozone Hydrazone Area 1 = Hydrazone Area 2 = Hydrazone Area 3 = Total = Ef\MJ (HAl) ~ ET\MJ (HA2) ~ ET\MJ (HA3) = HA 34.,025 34,.025 PF IE 0.00 0.90 0.50 0.75 0.10 0.75 SLA* a 0 a 0 see Below Note: Due to the use of recycled water for the irrigatioo system, a// landscaped areas are considered Special landscape keas (StA) ETWU (Total} =--------"-0 GaHons per Year (The ETWUdoes not exceed the MAWA) 1. There are no Landscape Zone 1 planting in the El Camino Real median and the south side of El Camino Real ROW. 2. It is anticipated that reclaimed water will be available for the site in the future. The irrigation plan will be designed to accomodate reclaimed water. 3. Xeriscape principles apply: a. Good design. b. Thorough soil preparation where applicable; c. Adapted low-water demand plants; d. Effective, and efficient watering methods; e. Mulched planting areas; EL CAMINO REAL Rancho Costera CARLSBAD, CALIFORNIA MEDIAN AND SOUTH SIDE LANDSCAPE CONCEPT & WATER CONSERVATION PLANS Laguna Beach Sausalito San Francisco los Angeles Houslon Dallas Shanghai 570 Glenneyre Lag u na B each. C A 9 2 6 51 • 2 4 53 Fa> 949.494.7861 949.497 5471 CLIENT ~ SHAPELL HOMES SHAPELL HOMES 8383 Wilshire Boulevard, Suite 700 Beverly Hills, CA 90211 3 lv\ay 22, 2012 2 September 13, 2011 1 -August 1, 2011 Revisions North C0 Scale 1"~100' Date f. Proper landscape maintenance and management. PLfoJ~.-!1N~l ,::.,~JI\,f'<:iS::rO \1 May 5, 2011 Phase Job Number SPLS001 -· -· ·bn ,.~~:·F' c-z:r:;(" 176 ~·--~ 1 Case f Jar 1e: . _ Mr-------------------,Case No.· ___ _ Drawing Title PLANTING LEGEND and WATER CONSERVATION INFORMATION Drawing Number L-0.2 I NOT FOR CONSTRUCTION I 02012 SWAGroup ·-;> -~---~~~;) · ... '.: ' .:· / '•' '/ LANDSCAPE ZONE 2, TYPJCAl -MEDIAN (City Maintained) LANDSCAPE ZONE 3, TYPICAL RETENTION BASIN (City Maintained) ROAD R.O.W., TYPICAL PLANTING LEGEND SYMBOL 0 ' + - + + + ,. + ~ ~ + + t DESCRIPTION El Camino Real Median Tree Lophostemon confertus -Brush Box El Camino Real Median Shrub Raphiolepis indica "Pink Cloud" -Pink Cloud Indian Hawthorn El Camino Real ROW Ground Cover Non-Irrigated Native H ydroseed Mix ( 1 00%) Bio Retention Basin Carex tumulicola -Berkley Sedge (75% coverage) Cobble Mulch -Round River Cobble, 4"-8" diameter (25% coverage) LEGEND SYMBOL -Fuel DESCRIPTION Fuel Line (existing) Overhead Power Line (existing) _,.._-Sight Line . •.· ' ,. . • I \ \ \ ' ' .. '\ ~ ' I • i I I I I I -i I I I I ·, ' I I I I '. • .. •. '\ 1 . UTILITY ~ASEMENT I I I I I I I I I • I I I I ' -· -'.:' I I ' --'-'+<.. ·-·'' /,/ /,: I . I' t. l I ' • "'· . . ' . ., ,. -~ \',• ,, "' ' ' 't· ' ' I ' • . ' . . . •' ~- \ ' . -~-' ' • ,-~-;----_::_~f--~ _I i ' . -.•.. L., •. , '· .. LANDSCAPE ZONE 2, TYPICAL -MEDIAN (City Maintained) LANDSCAPE ZONE 3, TYPICAL -MEDIAN RETENTION BASIN (City Maintained) LANDSCAPE ZONE 4, TYPICAL -Non-Irrigated NATIVE HYDROSEED~- . ' ---, --v c----. ' 1 .-. . f • ~.J -PARKWAY (No implementation or Maintenance Entity Available) -SLOPE (No implementation or Maintenance Entity Available) Landscape Zone 2 -Median (City Parks Department Maintained) Landscape Zone 4 -Parkway (No implementation or Maintenance Entity Available) -Slope (No implementation or Maintenance Entity Available) Non-Irrigated Native Hydroseed Lophostemon confertus -Brush Box Raphiolepis indica "Pink Cloud" -Pink Cloud Indian Hawthorn Median ----------~----------u:3''----------~ PRIVA 1E PROPERTY (Half R.O.W.) SECTION 1 : El Camino Real (Down Slope Condition) South Side & Median . ~,., ·-' NOTE: Trees at median shall be planted as approved by the City and reviewed and approved by the local Utility Company. EL CAMINO REAL Rancho Costera CARLSBAD, CALIFORNIA MEDIAN AND SOUTH SIDE LANDSCAPE CONCEPT& WATER CONSERVATION PLANS Laguna Beach Sausalito San Francisco Los Angeles Hcuston D a II as Shanghai 570 Glenneyre Laguna Beach,CA 92651-2453 Fax 949.494.7861 949 497.5471 CLIENT ~ I 1 sHAPELL HOMES SHAPELL HOMES 8383 Wilshire Boulevard, Su te 700 Beve~y H1lls, CA 90211 3 May 22, 2012 2 September 13, 2011 1 -August 1, 2011 Revisions North Seale 1 "~ 100' Date May 5, 2011 Phase Job Number SPLS001 Drawing Title LANDSCAPE CONCEPT PLAN Drawing Number L-1.1 I NOT FOR CONSTRUCTION I e 2012 SWA Group I I I I I I I I ~· ., -~-, I {!) , i ::;:i ' •', .. ,, ·'' . '·' ' '"' '' Road R.O. W.,' TYPICAL LANDSCAPE ZONE 3, TYPICAL -MEDIAN RETENTION BASIN (City Maintained) LANDSCAPE ZONE 4, TYPICAL -Non-Irrigated NATIVE HYDROSEED -PARKWAY (No implementation or Maintenance Entity Available) -SLOPE (No implementation or Maintenance Entity Available) LANDSCAPE ZONE 3, TYPICAL -RETENTION BASIN (City Maintained) ,-. ' ' . ' Landscape Zone 3 -Bio-retention Basin (City Parks Department Maintained) Landscape Zone 4 -Parkway (No implementation or Maintenance Entity Available) -Slope (No implementation or Maintenance Entity Available) Non-Irrigated Native Hydraseed Carex tumulicola -Berkley Sedge w/Cobbles Retaining Wall (per Engineer) Bike Lane kJ~~fJ~lasin Median -I Road R.O.W., TYPICAL 10'-Y------44''-----F---'18'-----.' ------~--------~3''------~ PRIVATE PROPERTY (Half R.O. W.) SECTION 2 : El Camino Real (Wall Condition) South Side & Median '\. ·~_, ~\' ' \ ', ' ' ' . " ,.. I . : . ' ' :' ' ' I : . ' ' ~ ' ' ,,., .•. /, l ; ' ,, . ' , . ' ' .,, \ '-~. ,. ·. '-...., - ' .,. ' '·,. ' ' I _:,. . . ' - > ... ' ' -, . l ,, ' ·~ .. ' I • I I ,, ·, ! I , , I · 1·· J/ I ' ' )fj' { ,..-:.,· ,·.,Z . ' ,J ' Ji ?T ''• ' I I •" I '. . ' " !,; • 1 l , )I 1 , ' . ,, I .I, • . ,' '~. ." / ' "''.' LANDSCAPE ZONE 2, TYPICAL -MEDIAN (City Maintained) ,. ' El Camino Real Median Pavement as per City of Carlsbad Standard '. ' . , ,-: ="'-_c·~.-:.,_ ' " •.'.' . " ; . ., Landscape Zone 2 -Median (City Parks Department Maintained) Landscape Zone 3 -Bio-retention Basin (City Parks Deportment Maintained) Landscape Zone 4 -Parkway/Slope (No implementation or Maintenance Entity Available) Non-irrigated Hydraseed Lophostemon confertus -Brush Box Raphiolepis indica ·"Pink Cloud" -Pink Cloud Indian Hawthorn ----)<----------varies-----------1' PRIVATE PROPERTY (Half R.O.W.) SECTION 3: El Camino Real (Basin Condition) South Side & Median ',,, '"~·-, ', . ' .. ;. ' ., . , '. •· . ...: .:....:., -·--'"' - ./ 3:~·· · . ·~,; ·,-... / . ~. ' . ~ ., . ' ' '.i / ' '-_. ' _ .. .. .., .. ' ·' '' / ;.r-. ("," . ~-; -- ' '• ! ',, . ' ... ' '! / _,.• / NOTE: ••••••• • .~ ,, .. ,\ I ••• - / PLANTING LEGEND SYMBOL DESCRIPTION 0 El Camino Real Median Tree Lophostemon confertus -Brush Box El Camino Real Median Shrub ~ Raphiolepis indica "Pink Cloud" -Pink Cloud Indian Hawthorn ' I I ' El Camino Real ROW + + + Ground Cover + + + + + Non-Irrigated Native Hydro seed Mix (1 00%) Bio Retention Basin o 0 o 0 o o 0 o 0 o' ()0()0/)( Carex tumulicala -Berkley Sedge (75% coverage) Cobble Mulch -Round River Cobble, 4" -8" diameter (25% coverage) LEGEND SYMBOL DESCRIPTION ,, ,, Fuel Line (existing) "' Overhead Power Line (existing) -_,.._-Sight Line cn-1-'<'~f'(,;:r:>::-.. ,;iJ ------i PLAI'•J,~l~!.·_;:: ~/ .. :.:~-i88JON 1: Case N.1. :o· Trees at median shall be planted as approved by the City and reviewed and approved by the local Utility Company. EL CAMINO REAL Rancho Costera CARLSBAD, CALIFORNIA MEDIAN AND SOUTH SIDE LANDSCAPE CONCEPT& WATER CONSERVATION PLANS laguna Beach Sausalito San Francisco Los Angeles Hous1on D a II as Shanghai 570 G!enneyre lag u n a B ea c h, C A 9 2 6 5 1 -2 4 53 Fax 949.494,7861 949 497 5471 CLIENT -~1 SHAPELL HOMES SHAPELL HOMES 8383 Wilshire Boulevard, Suite 700 Beverly H1lls, CA 90211 3 May 22, 2012 2 September 13, 2011 1 -August 1, 2011 Revisions North (1) Scale 1"~1oo' Date May 5, 2011 Phase Job Number SPLS001 Drawing Number L-1.2 I NOT FOR CONSTRUCTION I C> 2012 SWA Group