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HomeMy WebLinkAboutCT 02-16; ROBERTSON RANCH EAST VILLAGE; Substantial Conformance\ CITY OF OCEANS/OE HIGHWAY ?a NOT TO SCALE SITE : CITY OF VISTA U-" F~~NO IN SUBSTANTIAL CONFOR~' ~ YL OATE·_, PLANNING 0/RECTOR RIT®M£N/J£0BY:•_r1;c,~(~b,,.,l..r...~~~~~P,M~Y!t:,:J___ ___ ___.:: qf_:;i.~o~-------- "'-"'"--"'""~'-~'..._.l£.•!!•;)__ Ro RTT . .IWN5'(>~, CITY ENGINEER By DAVID HA/JSER, OEP/JTY Ct(!_ ENGINEER 4 i : . .. -.ti/. • .. .. . ", ., . "', ·-, .. ,., ·. PACIFIC OCEAN RECOIIIIENOEO BY:_'=t'U.''\'.l)"""'.-\bvw· =--------, ~~ __ q-Q~•~Z-@~~-------- CITY OF ENCINITAS VICINITY MAP NO SCALE GENERAL NOTES ASSESSOR's PARCEL No's .. .168-050-47, 168-050-54, 168-050-56 EX/Sl!NG ZONING. . . . . . . ·. . . . . . . . . . . . . . . . PC (PLANNED COMII/JNITY} /JNDERL YING ZONING PER ROBERTSON RANCH MASTER PLAN RO-II ANO OS PROPOSED ZONING. . . . . . . . . . . . . . . . . . . . . . NO CHANGE EX/Sl!NG LANO /JS£. . . . . . . . . . . . . . . . . . . . . AGRIC/JL TVRAL / VAl:4NT PROPOSED LAND /JS£. . . . . . . . . . . . . . . . . . . . . RESIDENl!Al / M/JL ll-FAIIIL Y EX/Sl!NG GENERAL PLAN OESIGNA l!ON. . . . . . . . . . . . Rlll PROPOSED GENERAL PLAN DESIGNA l!ON. . . . . . . . . . . RI,(, RIIH, RH, ANO OS EARllf/KJRK. . . . . . . . . . . . . . . . . . . . . . . . . (SEE GRADING ANAL 'fSIS) SCHOOL DISTRICT ....................... CARLSBAD /JNIREO SCHOOL DISTRICT /YATER 0/STRICT. SE~R DISTRICT. CITY OF CARLSBAD CITY OF CARLSBAD OPEN SPACE ACRES. . . . . . . . • • . . . . . . . . . . . 66.90 AC. TOTAL ACRES. . . . . . . . . . . . . . . . . . . . . . . . 176.36 AC. TOTAL LOTS. . . . . . . . . . . . . . . . . . . . . . . . . 11 DENSITY. . . . . . . . . . . . . . . . . . . . . . . . . . . N_A TOPOGRAPHIC SO/JRCE, . . . . . . . . . . . . . . . . . . . .SAN-LO AERIAL S/JR'tf:'IS DA TED: MAY 12, 2005 POTABLE /YA f£R PRESS/JR£ ZONE. . . . . . . . . . . . . . f{Gl 255 EASEMENTS OF RECORD ~ PURPOSE OWNER DOCUMENT I PIPEUNES 0.1.1. W. co." BK 1796./PG 142 O.R. 2 /Jl!LITY' KELLY BK 1843/PG 398 O.R. 3 /Jl!LITY S.D.G. & £ BK 2988/PG 458 O.R. 4 /Jl!LITY S.D.G. & £ BK 4874/PG 143 O.R. 5 PR/VA TE ROAO TARRY BK 6140/PG 102 O.R. 6 PR/VA TE ROAO LIOO LANO CO. BK 7016/f'G 536 O.R. 7 PIPEIJNES C.1.1. w.o. RLE NO. 1852 O.R. 9 PIPELINES C.M.W.O. F.N. 1998-0805493 O.R. 10 PIPEIJNES C.M.W.O. F.N. 1998-0805494 O.R. fl P/JBUC STREET & /Jl!LITY CARLSBAD ooc. 2003-14/4299 12 ORA/NACE •·· CARLSBAD ooc. 2003-1414301 13 ORA/NACE CARLSBAD ooc. 2003-1414303 14 STORM /YATER CARLSBAD ooc. 2004-0586673 REC. DATE 7-11 1930 3-31-1946 10-20-1948 6-1 1953 9-10-1951 4-1-1958 1-4-1963 12-11-1998 12-11-1998 11-25-2003 11-25-2003 11-25-2003 6-23-2004 DISPOSITION 0/J/T CLAIM QIJIT CLAIM QIJIT CLAIM TO R£MAIN TO R£MAIN TO R£MAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN Q/1/T CLAIM • LOCA l!ON CANNOT BE 0£TERJf!NED FROM /?£CORO EASEAIENT PER PRELIAI/NARY l!T/£ REPORT 8) " AO/J/REO BY C.1.1. W.O. RRST AMERICAN l!T/£ !NS/JRANCE COMPANY, No. {2/J!j.fi.J.l 5 , OA TEO Z-2/J-Q5 EARTHWORK QUANTITIES MASS GRADING CUT {CY} Fl!J. {CY} SHRINKAGE {CY} 8(/.U<ING {f)Y} BASIN 8.,6 GRADING (~ll.ANDS CREA l!ON) 4,000 1,200 SINGLE & AI/Jl l!FAAIIL Y MASS GRADING 173,100 712,600 1,300 10,000 PA 20 & 22 GRADING 3,600 30,000 REMEDIAL GRADING 150,000 150,000 18,000 SET7WIENT (88.5 AC) (.251/SF) 35,700 COlLEGE/CANNON HfDENING 7,500 965,400 920,400 EXPORT ©2005 O'Doy Consultants, Inc. IMPORT {f)'() 26,400 18,000 35,700 80,100 0 EXPQRT(Cr) 2,800 69,800 3,800 7,500 80,100 • .. LOT\10 LEGAL DESCRIPTION PARCEL 1 OF AOJ//Sl/,IENT PLAT NO. 01-13 RLED IN llf£ OFRCE OF llf£ CO/JNTY RECORDER AS RLE NO. 2001-0865064 ON NOV. 12, 2001, AND llf£ REMAINDER PARCEL OF MAP 19804. RLED IN llfE OFRCE OF llfE COIJNTY RECORDER AS RLE NO. 2005-0659805 ON A/JG. 3, 2005. FLOOJJ ZONE DESIGNATION CITY OF CARLSBAD RRAI A/AP No. 06073 C 0768F & 0768F OA TEO JI/NE 19, 1997 ZONE X -AREAS 0/JTSIDE llf£ 500 YEAR FZOOD PLAIN AND ZONE A£ -BASE FLOOD ELEVAl!ONS OETERAI/NEO CIVIL ENGINEER/ • LANJJ SURVEYOR OVA Y CONS/Jl TANTS, INC. 2710 LOKER A 'tf:N/JE ~ST, S/JITE 100 CARLSBAD, CA. 92010 (160) 931-1700 MASTER TENTATIVE MAP FOR ROBERTSON RANCH EAST VILLAGE LEGEND S/JBOIVISION 80/JNOARY ........... . LOTUNE .................. . HMP HARDLINE. . . . . . . . . . . . . . . . LOT N/JIIBER. . ..........•.... PAO £LEVA l!ON. . . . • . . . . . . . • • • • LOT AREA ................... . PROPOSED --------- 14 126.7 5,126 S.F. CT 02-16 HDP 02-07 SUP 02-05 EXISTING LOT 9 I ..., I C/JRB & GIJTTER . . . . . . . . . . . . . . . SIOEIYALK -. ·-,' .. •· . I, ,, .. ,. ··' . ./ /'" ---,-.,_,/ ""·'::·::::,,., •"~,~-"" -, o· 75' 600' -----150' 300' SCALE: 1 ' = 300' OWNER / DEVELOPER CALA '£RA HILLS II, LL C A l:4LIFORNIA LIAI/TEO LIABILITY COl,fPANY P.O. BOX 85104 SAN DIEGO, CA. 92186-5104 (619) 794-1252 BY: Alcll/LLIN COMPANIES, LLC A DELAWARE UM/TEO LIABIUTY COMPANY ITS: AIANACER ITS: GENERAL PARTNER or:__,/~~ ~"'-=--"'l.."--. -- BRIAN MILICH /TS: SENIOR VICE PRESIDENT BY: ~"" fV/"JJ;,.....d.,.L DA~ 8-:50-01 DON MITCHELL ITS: WC£ PRESIDENT I I , I . I'·/; .1/ I I SHEET INJJE)f 1 TlllE SHEET 2-3 SECT!ONS, DETAILS, ANO NOTES 4-7 TEN TA Tlltc PLANS 8-16 STREET PROFILES LOT AREA SUMMARY 1. 205, 445 S.F. . 4.72 AC. 2. 377,579 S.F. . 8.67 AC. J. . 231,048 S.F. . 5.30 AC. 4. . 159,243 S.F. . J.66 AC. 5. . . 3,199,370 SF . 13.45 AC. 6. . 81,885 S.F. 2.02 AC. 7. . 180,398 S.F. . 4.14 AC. 8. . 94,888 S.F. 9. . 1,162,243 S.F. 10. 1,231,660 SF. 11 .. 22,966 S.F. BENCHMARK: DESCRIPTION: STANOARO Al-10 STREET CENTERLINE Jilli IION/JAIENT LOCATION: CENTERLINE OF El CAMINO REAL AT ENGINEER's STAl!ON 454+92 PER R.S 1800-1 218 AC. 40.46 AC. 28.28 AC. 0.53 AC. RECORD FROM: CO/JNTY BENCH LE'tf:LS (NQ CO/JNTY '£RT. CONTROL DATA) ELEVATION: 68.479 OATVI.I.· IJ.S.C. & r,:s. G: \011014\Submit\070822-MTM-SCE..A \0114BT01.dwg Aug 23, 2007 2: 05pm AC PAVING RIGHT OF /YA Y. ~ll.ANO 8/JFFER .............. . FEAIA FLOOO ZONE (EX!Sl!NG PER . FEMA A/AP, PANEL 168 OF 2375, EFFECll'tf: J/JNE 19, l991) EX!Sl!NG FZOOD ZONE (EX/Sl!NG PER CHANG STVO Y, DA TEO FEB. 20, 2006,· ASS/JAi/NG 8.,6, MELROSE, AND FARADAY OETENl!ON BASINS 8/J/L T, COLLEGE & CANNON GRADED) PROPOSED FZOOD ZONE (PROPOSED PER CHANG STVO Y, OA TEO FEB. 20, 2006,· ASS/JAi/NG 8.,6, MELROSE, AND FARADAY OETENl!ON BASINS 8/Jll T, COLLEGE & CANNON GRADED, 84' STORA/ ORAIN 8/J/LT, ANO PA 22 GRAOEO) CONTOIJRS ................. . RECLAIMED /YATER AIAIN. . . . . . . . . . . . . ---RW-- /YATER AIAIN. . . . . . • . . . . . . . . . . ---W-- .. • ·• • •• "°''""-"·' ••• ,, C -RW- -W---- SE~R AIAIN & A.H.. . . . . . . . . . . . . . STORM ORAIN & C. 0.. . . . . . . . . . . . . ___ ---0---b'--· C/JRB INLET ................. . RRE H'flJRANT. . . . . . . . . . . . . . . . STREET LIGHT. . . . . . . . . . . . . . . . . HANO/CAP RAMP ............... . EX/Sl!NG AC MEDIAN CAP TO 8£. . . . . . . . . REAIO'tf:O ANO REPLACED IY/ PATTERNED CONCRETE & LANDSCAPING 6' SO/IND IYALL. . . . . . . . . . . . . . . . GRAOEO SLOPES (2· 1 MAX). DA 'rl/GHT UN£. . . . . . . . . . . . . . . . TRAIL (STABIUZED SOil OR. . . . . . . . . . OECOl,f POSEO GRANITE) INTERSECl!ON SIGHT DISTANCE . . . . . . . . BROIY DITCH. FLOIY OITCH . NOW! = ==50=:ce ~ -se@] -·---- -I o-----):( ~ ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR ltcRllCAL SURltcY CONTROL -ll REVISED: FEBR/JARY 2, 2006 REVISED: OCTOBER 20, 2005 REVISED: JIil Y 2004 OA TE OF PREPARA l!ON: APRIL 2004 SHEET 1 OF 16 SHEETS C~~T DESIGNED BY: J.J. DATE: AUG. 2005 DRAWN BY: B.B., C.F. SCALE: PS SHOWN PROJECT MGR.· K.H. JOB NO.: 011014 s 2710 LOKER AVE. W. CIVIL ENGINEERING ENGINEER OF WORK SUITE 100 CARLSBAD, CALIFORNIA 92010 PLANNING ,{{JI_ t-v~ 760-931-7700 PROCESSING DATE: 8/28(..01 Fax: 760-931-8680 j/ , --------------- WWW.OOAYCONSULTANTS,COM SURVEYING KEITH W. HANSEN RCE: 60223 Xrefs: 01148T; 0114BMAP; 0114BSTR; 0114BUTL; 0114BGRD; 9820outl; 9820grd; 9820xgrd; 9820wmop: 9820wgrd; 9820xmop; 0114tp-f; 0114fema; 9820tp03-o; 0114AMAP 102307 ~ ~ ~ ~ ij ~ I ~ ~ G ~ ~ 1-.J. ~ ~ 0 0 ~ -111) j-.J. I a, 1-.J., a, lo: ~ 2' 105' ROW 18' 5' 29.5' lo: ~ 5' 10.' 41' 44' 10' mA!l EASEMENT FUTURE WALL (6' !,(AX} JO' VARIES 102'-1!8' 18' LANDSCAPE BUFFER ADJACENT TO PARK SITE <'/ ~,/' \i~f . I z·.1.7 0.15'---j PROPOSED 4' 1 !,(£ANDER/NG I PCC SIDEWALK ~ VAfi'IES SO ~ 21 ± MAX ' STORMORAIN EASEMENT 5' 49' 4' 32' 3' I----=----+-µ+---""'--- VARIES a5'-9.5' I l 8' , EXIST 5" AC PAVEMENT ([TtP.} OVER ACCRECATE BASE 34' · ' NOTE I EXIST. 8" TYPE '8-!' MEDIAN CURB VARIES (2.2%-2.,,§%} EXIST. 5" AC PAVEMENT OVER ACCRECA TE BASE /9' C ,, ?✓ c1,1si ~~f cfl5' pl/i C CANNON ROAD {REACH 3,) STA. 125+80.77 TO STA. 127+60..J.J TRAFFIC INDEX = 8.5 NO SCALE 102-105' ROW 20'± MEANOERINC OC TRAIL DI ST. l T. PER SORSO E-1 ,J; E-2 lo: ~ 18' GRANTED OvER 5!' 51'-54' LOT8 t---------=,;__----+------'"'--:!:!....-----1 TRAIL EASEMENT 5' 5' FUTURE WALL (6' MAx,) 29.5' JO' • RCP SD "' ~ 10' VARIES VARIES 0'-2!' Q5'-15.5' f---'--l CANNON ROAD {REACH 3) STA. 158+97.54 TO STA. 160+16.74 ' TRAFFIC INDEX = 8. 5 NO SCALE 118' ROW 54' I LANDSCAPE BUFFER ADJACENT TO PARK SITE VARIES VARIES n / M;., 11 STORM DRAIN~~_.,,., 5' t 32' ,f.' 8' l ST. LT. PER SORSO E-1 &£-2 3' 32' VARIES 13' MAX 2.0' MIN . ----+?f-SA/lr:t/T UN£ 10' ., EASEMENT ,____"cc~R,""1/£"'-:S----'►-rr EXIST. 5' HIGH UN£ I SOUNOWAll -I 10. 1srm; OvER 2.% : 1 LOTS I, , ,J; 5 2% z:\.1 ~~--#~S" "°;.. VARIES OvER LOT 8 Jri~~~6:1 8' ~+ MF/°rf°!/%/jG REMO/IE EXIST. 10' lffOE AC DITCH (BOllf SIDES) VARIES (2. 7%-3. 4%} Cf$8&~~ PCC SIDEWALK lo: ~ __.1--NOTE I CENTERLINE ELEVATION SHOHN ON PRORLE VARIES (l.7%-2. 2%} ~~~~~~ ,, o.sJ EXIST. 5 AC (TYP.) 18' 15' Jg' PAVEMENT c4----=--1----"V'--C-~--=--,c;c OVER ACCRECA!EfJ{/5.c 16" p -~J'7. I.?" BASE SD (Xl5' R'il #'1f?--CIS;' 10' CANNON ROAD {REACH 3,) STA. 41' 160+16.74 TO STA. 16.J+66.67 TRAFFIC INDEX = 8.5 NO SCALE 102' ROW 41' lo: ~ 10' 7' 18' TRAIL EAS£1,(£NT 8' MEANDERING OG TRAIL EXIST. 6" TYPE "c" CURB & CUTTER lo: ~ 10' 9' 5' 5' EXIST. 5' HICH SOUNOWALL lo: ~ 10' 8' 4' O,G. TRAIL 2' i -2!_ TRAIL EASEMENT :I-. . .. . - . \ ~ I J'-7' I VARIES 7 VARIES (1.7%-3. !%} 6' Tl'PE '(;' CURB &-GI/TIER 5!' 32' SAIICUT VARIES UN£ 14' MIN 2.0' MIN VARIES 102'-f/2' VA 1/ES (8'-18'} 9' I ~ Q5' (TtP.) VARIES 5!'-6!'} VARIES 32'-52' VARIES 14' MIN VARIES (l.8%-2.6%} CR/NO &- 1-1,(2' 1,(1, • AC OvERLAY SAHWT UN£ 2.0' MIN EXIST. 8" TYPE 'B-1' MEDIAN CURB CENTERLINE ELEVATION VARIES (I. 4%-1.7%} 9' 20' TRAIL £AS£1,(£NT Q _.l FUT/JR{ SOUNQ WALL (6' MAAJ . .· , .. MEANOERING PCC SIDEWALK 5' AC PA vElr/ENT OvER AGCREGA TE BAS£ -SE£ TABLE AT BOTT()!,( RIGHT &-STREET NOTE I EXIST. 5" AC PAVEMENT SHOHN ON PROFILE fr£1,(0v£ EXIST. 10' AC DITCH (BOllf SIDES) 2' TRAIL EASEMENT OVER ACCRECA TE BA5t~, 34, s1 g' -1 12 ,--6:;;;;;~6" PVC O EXIST. 16" PVC ~~: ~~~ COLLEGEBL VD. fREACH El) .. .cT J STA, 113+11,96 TO STA. 11+.J1.96 ' lo: ~ 10' ~ TRAFFIC INDEX= 8.5 8 . NO SCALE 112' 32' 8' t ,, 61' 51' SA/YCIJT UN£ 8' 4 ;'\ SA llr:t/T c-;tG.::c.C..,TR.;;:;-~-;;-.ll;-r-tH UN£ ST. LT. PER SORSO £-1 &: E-2 VARIES 24' MAX 2.0' MIN VARIES 23' MAX 2.0' MIN 2.25' 2% VARIES VARIES VARIES (I. 4%-1.7%} 5' lo: ~ 9' 20 TRAIL EASEMENT FUT/JR( (iOUNO WALL (6 MAX) :1-w··~-. \ f J'-7' VARIES (2.J~ 0% (2.0%-f6%} =1/m//21/7/4 'r:£NTERl/NE £LEVA TION jsHoHN ON PROFILE EXIST. 8" TYPE 'B-1' MfD!AN CURB CJ h-Ei:z\,;;~-....u..---.,.;,:,, ~..f- 7 VARIES (2.2%-3. 1%} 6' Tl'PE '(;' CURB & CUT!ER 5' AC PA vElr/ENT OvER ACGREGA TE BAS£ -SEE TABLE AT BOTTOM RIGHT ANO STREET NOTE I R£1,(01£ EXIST. 10' AC 0/TCH GR/NO &-1-//2' MIN. AC OVERLAY (flS':,c ",, ?'l \1 'li'~ EXIST 0.5' (TYP.) EXIST. 5" AC PAVEMENT OVER ACG!i: CATE BASE /5' g' r2,-Dr'IST. :6" PVC WTR J4' COLLEGE BLVD. CR/NO&: 1-1,(2' 1,(/N. AC OvERLAY MEANDERING PCC SIDEWALK R£1,(01£ EXIST. 10' AC DITCH (BOllf SIDES) £)(/ST. 16" PVC Rt·c WTR REACH B STA. 114+.J1.96 TO STA. 116+21.62 TRAFFIC INDEX = 8.5 CT 02-16 HOP 02-07 SUP 02-05 CANNON ROAD {REACH 3) STA, 127+60..J.J TO STA. 129+94.92 TRAFFIC INDEX= 8.5 12' (11 r18'} VARIES 9' 32' TRAIL EASEMENT a" pVC 5WR NO SCALE NO SCALE lo: ~ 5' 28' 102' ROW J' lo: ~ TRAIL EASEMENT 20'± F.H. PER CMIH) W-12 5' EXIST. 5' HIGH SOUND WALL 2' TRAIL EASEMENT 0.G. TRAIL' >----.c.c.c~--- (32'-39'} 1 NOTE 1 f CENTERLINE ELEVATION VARIES .~nK----=_afi,!,J,,,;cc; SHOHN ON PROFILE ~ u/21//227//4 .@/ //ft..-:::: • BEGIN O.G. TRAIL AT o.5' w EXIST. 8", TYPE '8-I' EXIST. 6" TYPE ''(;" STATION !03+35.29 /2' (TYP.) /5' 1 MEJj1N CURB 7' CURB & CUTTER EXIST. 5" AC PAVEMENT EXIST§ I ~r"o._ __ EXIST. !6" PVC OVER AGGRECA TE BASE "X/5 r. 8" pVC wm J6"' so Rt C WTR pVC 5WR COLL~~ft+fl.~ ~fsrf 11of+15.1eH B,) TRAFflf !l:'lJ = 8.5 lo: ~ 102' 51' 51' 2.25' ST. l T. PER ST. LT. PER SORSO £-1 SORSO E-1 &£-2 &£-2 10' 32' 18' 32' to' 8' 47'\' O.G. TRAIL SAHCIJT VARIES 9' 9' VARIES SAHCUT 5' CJ lo: ~ 3' z':,... ~+ MEANDERING PCC SIDEWALK 9" TRAIL EASEMENT VA 1/ES (1.6%-3.2%} lo: ~ 112' ROW 41' 51' 8' 4' 0. TRAIL 32' 8' !' f----'"'----+--"~r::= OT£/ 2' TRM a~~~M EASEMENT 2% ELEVATION SHOHN ht __ ... . ... _ •=-ON PROFILE 2% iY IJ' -,·1 -~"~~~~~ ,, , ~ EXIST. 8" TYPE '8-1' EXIST. 6" TYPE "c" EXIST. 5 AC PAVEMENT frfp) 1 MEO/AN CURB CURB &: GUTTER OVER ACGRECA TE BASE _ . /5' I J4' \S'· 9I12'~sr 16" PVC LXlsr. 16·" Pvc Cf: ✓C WlN REC WTR \i' !,f OLLEGE BL V.D REA CH B STA. 116+21.62 TO STA. 117+25.90 TRAFFIC INDEX = 8.5 NO SCALE Traffic Area Traffic Subgrade A.C.Thlckness Aggregate Base Traffic Area 10' Traffic 9' 20 TRAIL EASEMENT FUTURE SO/JNQ WALL (6' MAX) MEANDER/NC PCC SIDEWALK Subgrade A.C. Thickness Agtegate Base lckness 2 I 1-2!_ LINE 14' MIN 14' MIN LINE 2' 2.0' 2.0' TRAIL EASEMENT MIN MIN 5, 20' 1 tFUTURE SOUND G J WALL {6' MAx,) _£5._I irt~~'./Z;~'-<· •. "" -~..f- Index R-value (Inches) 1 Thickness 2 (Inches} Cannon Road 8.5 28 5.0 13.0 Sta, 125+50 to 130+50 Cannon Road 8.5 27 5.0 13.0 Sta. 130+50 to 135+50 Index R-~lue (Inches) 1 (inchflS) College Boulevard 8.5 17 5.0 16.0 Sta. 101+75 to 106+50 College Boulevard 8.5 13 5.0 18.0 Sta. 106+50 to 111+00 Cannon Road 8.5 6 6.0* 20.0* College Boulevard 8.5 26 5.0 14.0 VARIES (1.6%-3. 7%} CANNON ROAD {REACH 3) CR/NO ,J; 1-1/2' MIN. AC OvERLAY ~ Q5' (TtP.} GR/NO &- 1-1,(2' 1,(/N. AC OvERLAY "' MEANOERING "" . ,.,,-.EXIST. SL.OPE Sta. 135+50 to 140+50 Cannon Road Sta. 140+50 to 145+50 Sta. 111+00 to 114+00 8.5 5 6.0* 20.0• College Boulevard 8.5 21 5.0 15.0 Sta. 114+00 to 118+10 STA. 129+94.92 TO STA. 158+97.54 ' TRAFFIC INDEX = 8. 5 • VARIES FOR LEFT Tl/RN LANE ,t NOSE Fl.AR£ AT /,(£[}/AN u Al£ANOERING O.G. TRAIL IS IN R.O.W. FROM STA. 129+62.62 TO STA. 1J2+91.J2, FROM STA. 135+.14.88 TO STA. IJ8+32.01, ANO FROM STA. 145+().(..95 TO STA. 148+21,98 6" Tl'PE 'G' CURB &-GUT!ER 5' AC PA vEMENT OvER ACGREGA TE BASE SE£ TABLE AT RIGHT &-STREET NOTE I EXIST. 5" AC PAVEMENT OVER ACCREGA TE BASE /2' 15' ,,, NO TRAIL EASEIIENT FROM STA. /J()ff,l,J9 TO STA, 1J2+31.51, ANO FROM .----------------------, STA. 135+71.19 TO STA. 137+72.JI FOUND IN SUBSTANTIAL CONFORMANCE ~ B" r-EXIST .1£- PVc sfi#---pVC WTR EXIST. 8" TYPE '8-J' MEDIAN CURB CENTERLINE £LEVA TION SHOHN ON PROFILE 27' PCC SIDEWALK "<: REMO/IE EXIST. 10' AC DITCH (BOllf SIDES) EXIST. 16" PVC REC WTR-~ NO SCALE \;\ ,V,rl\ 71f,,{.1 COLLEGE BL V.D. {REACH B) STA. 103+.JS.28 TO STA. 11.J+11.96 ' OAT£, q/ezlo7 NOTES.· I. £)(!ST. I' AC PA ',fJ/£NT TO 8£ REl,(OV£0 ANO REPLACED W/ PA T!£RN£O CONCRETE ANO Pf.ANTER 80X£S. SEE LANDSCAPE Pf.ANS. 2. RDIO'tf: PORTION OF £XJSTING l,(ElJIAN ANO INSTALL AC PA vEMENT 0"9? AGGREGATE BASE (SEE TABI.£ AT RIGHT it STRE£T NOTE I) fR(Jl,I STATIONS IJ/+90 TO 1J9+50 ,t 145+60 TO 151+6a ©2005 O'Day Consultants, Inc. -... ; PLANNING DIRECTOR TRAFFIC INDEX = 8.5 R£C()l,(l,(£N0£0 BY: "fu-lti~ ¼,n"-Ll<, DATE: "'-1-l .:cs+l"'-i-'------------ /2/ JJ. -0....J (&~, '~ T. .!Ot-tNSOIII; CITY ENGINEER OA TE: ~"7~1/,_u,_/._6_7 __ _ By OA ',10 HAUSER, DEPUTY ~TY ENGINEER R£COl,ll,(£NOEO BY: ~1,1\n~~S--""---\JX.t,'->J.'"'""✓:::_ ________ _ DATE: __ _,,_~~~'--------- Cannon Road 8.5 Sta. 145+50 to 150+50 Cannon Road 8.5 Sta, 150+50 to 164+50 6 6.0* 20.0• 6 6.0* 20.0• ·1 City Minimum 2 Denotes Class 2 Aggregate Base (R ?. 78, SE ?. 25) • Caltrans requirement Cannon Rd. and College Boulevard Pavement Design per Geosoils, Inc. 'Pavement Design Report' dated May 14, 2004 and April 23, 2004 respectively. •A.C. TI-IICKNESS AND AGGREGATE BASE TI-IICKNESS SUBJECT n 0, D l?Drf1Cf/)w D 'M·r,u TO CHANGE BASED ON R VALUES DETERMINED IN Tl-IE FIELD. REWSEO.· FEBRUARY 2, 2006 LI,, 'IJ.L:JLl,L iJU. Il,r.f vLJ. BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELE.VATION: STANDARD 1,(-10 STREET CENTERLINE llfil MONUMENT CENTERLINE OF El CAMINO REAL AT ENGINEER's STATION 454+92 PER R.S 1800-1 COUNTY BENCH LE'tfl.S (NO. COUNTY vERT. CONTROL DA TA) 68.479 OAl/Jl,I: 11.S.C. &-C.S. Gc\011014\Subm;t\070822-MTM-SCE_A\0114BT02.dwg Aug 23, 2007 2c07pm Xrefs: 01148T RE',ISEO: OCTOBER 2ll 2005 REWSEO: ,All Y 2004 OA TE OF PREPARATION: APRIL 2004 C~~~T s 2710 LOKER AYE, W, CIVIL ENGINEERING SUITE 1 00 CARLSBAD, CALIFORNIA 92010 PLANNING 760-931-7700 PROCESSING Fox: 760-931-8680 WWW.ODAYCONSULTANTS.COM SURVEYING SHEET 2 OF 16 SHEETS DESIGNED BY: J.J. DATE: AUG. 2005 DRAWN BY: B.B., C.F. SCALE: K3 SHOWN PROJECT MGR.· K.H. JOB NO.: 011014 ENGINEER OF WORK .K~ i---<-DATE: 8[ia/o 7 KEITH W. HANSEN RCE: 60223 102307 :: ~ ~ ~ ij ~ i ~ ~ G ~ ~ "' ~ ~ Oo -"' !-I, I ~ en :n 10' LANOSCAPE BUFFER · 0.5'· 88' ROW 10' 30' 4' 14' 5' 4.5' 20' 4.5' CENTERLINE ELEVATION 10' 10' 5' LANOSCAPE BUFFER I SHOIW ON PLAN I 2% 2% if=7;::=ir" ...lJ:_ ~~ .,----""t----_.-;-==;.; 'k~ cz:t:t.LL.t.LL.c£L.'""f-~'"" SEE LANOSCAPE PLANS FOR MEO/AN OESIGN PCC SIOWALK 5' LANO SCAPE BUFFER PCC SIOEWALK 4• AC PA 'IEMENT O'IER ACCRECA TE BASE THICKNESS TO BE OETERMINEO BY R-VALUE TESTS {6• MIN.) VARIES 10'± 5' :4' STREET STA. 10+00 TO STA. 13+09.08 TRAFFIC !NOE)( = 6 NO SCALE SEE LANDSCAPE PLANS FOR MEDIAN OESICN VARIES !7'-25' 6• TYPE •c• CURB Jc CUTTER VARIES !7'-25' l-'-:'RF.-1,.--CENTERLINE ELEVATION I SHOIW ON PLAN h o• CURB ,.-;--t-t--,, ~ FACE _2-r_ VARIES to'± 5' 2% 6• TYPE "'G'" CURB Jc CUTTER 10' LANOSCAPE BUFFER 0.5' PCC SIDEWALK BEfM STAMPEO CONCRETE PCC SIDEWALK {LOCATION VARIES) 4• AC PA'IEMENT O'IER AGGREGATE BASE THICKNESS TO BE OETERMINEO BY R-VALUE TESTS {6• MIN.) "" ~ 13' . -,,. ,t,,...f-0.5' 5' 2% - PCC S/OEWALK :4' STREET STA. 13+09.08 TO STA. 14+42.91 TRAFFIC /NOE)( = 6 NO SCALE 60' ROW 17' 17' 6• TYPE •c• CENTERLINE ELEVATION CURB ,t CUTTER S/10/W ON PLAN 2% 4• AC PA 'IEMENT O'IER ACGREGA TE BASE THICKNESS TO BE OETERl,//NEO BY R-VALUE TESTS (6' MIN.} :4' STREET STA. 14+42.91 TO STA. 16+15.95 TRAFFIC /NOE)( = 6 NO SCALE 2% 6• TYPE •G• CURB Jc CUTTER ~ ~ 13' 5' 0.5' i' ~~'/, A VND IN SVBSTANTIAL CONFORMANCE OATE: C,)(;/07 ) PLANNING DIRECTOR REC()l,(1,/ENOEO 8 Y.· S)frsOC...WV ¼vi 11.,'4-i OA : "\ $ / o-i ' e A'r T. ./Ollt<$0N, CITY ENGINEER 60' ROW 13' 17' 17' t3' to' 0. 5' 5' --'-H--"---1 2% 6" TYPE "c• CURB & CUTTER CENTERLINE ELEVATION SHOIW ON PLAN 2% 2% - PCC SIOEWALK PCC SIOEWALK 4• AC PA 'IEMENT O'IER ACCRECA TE BASE THICKNESS TO BE DETERMINED BY R-VALUE TESTS (6• /,/IN.) 11, STREET STA. 10+00 TO STA. 23+41.41 TRAFFIC /NOE)( = 6 NO SCALE 78' ROW 5' LANO SCAPE BUFFER 0.5' 10' 39' 39' 10' LANOSCAPE 10' 29' 29' /0' LANDSCAPE BUFFER >-~~--i------~------+-----------1-----i BUFFER PCC SIOEWALK 30' AC PA V£1,(ENT ELEVATION SHOIW ON PLAN 2% 6• TYPE •tt' CURB ,t GUTTER 4' 8' 20' AC PA V£1,(ENT ..----()11 TYPE '8-1 1 MEO/AN CURB .zx_ "~~~~-'-'-'"'-4.~c.L..L:,;, 0.5~ ~ \_SEE LANDSCAPE PLANS (TYP.) FOR MEO/AN OESIGN 01117. (HOA MAINTAINEO) 4• AC PA 'IEMENT O'IER ACGREGA TE BASE _ _, THICKNESS TO BE OETERMINEO BY R-VALUE TESTS {6" MIN.} 10 1 STREET ~ to' 39' STA. 10+00 TO STA. 12+12.10 TRAFFIC /NOE)( = 6 NO SCALE 78' ROW 39' 5' PCC S/OEWALK 6" TYPE "a• CURB &-CUTTER 10' LANO SCAPE 10' 29' BUFFER 29' to' LANDSCAPE 1----'-"---l-----=------+-----~-----+--~~--1 BUFFER 0.5' 5' ..:?/ ~..f- 2% PCC SIOEWALK VARIES 20'-30' AC PA V£1,(ENT 8" TYPE '8-t' MEDIAN CURB -15- 6' TYPE 'G" CURB ,t CUTTER VAR/£. 8' 20' 0'-101 AC PA 'IEMENT ,,--ELEVATION SHOIW ON PLAN .zx_ SEE LANOSCAPE PLANS FOR MEO/AN DESIGN OIW __ 4• AC PA V£1,(ENT O'IER AGGRECA TE BASE THICKNESS TO BE OETERMINEO 8 Y R-VALUE {HOA MAINTAINEO} 10 1 STREET STA. 12+12.10 TO STA. 13+62.10 TRAFFIC INDEX = 6 NO SCALE 5' PCC S/OEWALK 6' TYPE •c• CURB &-GUTTER By OA v/0 HAUSER, DEPUTY CITY ENfifEER REC()l,(MENOEO BY:.· _ __,\J...i~p,\ .. h.,. .. ,-,S2,,,,._~~F--------- OA TE: \ I.) 1 ':\ \ :Z ,007 ©2005 O'Day Consultants, Inc. CT 02-16 HOP 02-07 SUP 02-05 78' ROW 10' 39' 39' 10' LANOSCAPE 10' 29' 29' tO' LANOSCAPE BUFFER l---'°'-----1----~-----+-----=------t-~~--i BUFFER 0.5' 5' 6• TYPE •c• CURB Jc CUTTER 20' AC PAV£1,(ENT g' g• 20' AC PA V£1,(ENT 4• AC PA'IEMENT O'IER AGGREGATE BASE THICKNESS TO BE OETERMINEO.BY R-VALUE TESTS (6' MIN.) 10 1 STREET 1f£r STA. 13+62.10 TO STA. !3+88.36 TRAFFIC /NOE)( = 6 NO SCALE (D TRAIL EASEMENT-THEL 'IE (12; FOOT MIN. UNLESS STA TEO OTHERlffSE ON SITE /1,/PRO'IEl,/ENT ANO GRAOING PLANS. @ EIGHT FOOT {8') lffOE STABILIZEO OEC()l,{POSEO GRANITE TRAIL TREAO. @ 2' MAINTENANCE ZONE ON BOTH SIDES. NO IRRIGATION HEAOS OR APPURTENANCES SHALL BE PLACED IN THIS ZONE. LOW CROUNO CO'IERS 6• OR LESS MAY BE AllO/i,EO. © OECOMPOSEO GRANITE lffTH STABILIZER. COLOR SHALL BE BUFF, GRAY OR LICHT TAN. S/JBI,// T SAMPLE TO 0/WER FOR APPROVAL. INSTALL IN T'M)-2" LIFTS. C()l,(fACT BETJfWI LIFTS IN ACCOROANCE lffTH SPEC/RCA TIONS. ® 6• lffOE x 8' OEPTH CONCRETE EOG£ (CURB) @ 2• DEEP MULCH AREA, RN/SIi GRAOE OF MULCH SHALL BE 1/4• BELOW TOP OF CONCRETE EOG/NC. (j) 90% C()l,(PAC!EO NATl'IE SOIL. @ RNISHEO CRAOE. STABILIZED NQ1F$ 5' PCC SIDEWALK 611 TYPE •c"' CURB ,t CUT7ER A. TRAIL MOTH MAY VARY OEPENOING UPON LOCATION lffTH/N OPEN SPACE OR LANOSCAPEO AREAS. TRAIL TREAD lffO TH TO BE 8' UNLESS SPECIREO OTHERlffSE. 8. CONTRACTOR SHALL PROv!OE POSITl'IE ORA/NAG£ FOR THE TRAIL. F. /NST.4LL 18• lffOE MULCH MAINTENANCE AREA ON 80 TH S/OES OF TRAIL. C. MA TER/ALS ANO METHOOS FOR TRAIL CONSTRUCTION SHALL 8£ ACCOROANCE lff!H A TTACHEO SPEC/RCA 1/0NS. H. SI.OPE CONCRETE HEAOER CONTINUOUS MTH CROSS SI.OPE OF TRAIL GRAOE. I. STA 'fl.OCK {STABILIZEO OEC()l,(POSEO GRANITE}-1• DEPTH IS ALSO ACCEPTABLE FOR TRAIL SURFACING MATERIALS. J. THIS DETAIL SHALL BE THE STANOARO FOR UNPA 'IEO TRAILS KNOIW AS CIRCULATION ELEMENT TRAILS WITHIN THE CITY OF CARLSBAD. DECOMPOSED GBANITE TBA/l -CONCRETE EDGING EXISTING GROUNO NOTE: WlfEN TRAIL EXCEEDS 5% SI.OPE {lONCITVO/NAl GRADES} STA 'fl.OCK STABILIZED OEC()l,(POSEO GRANITE MATERIALS SHALL BE USEO. INSTALL PER MANUFACTVRER's SPEC/RCA TIONS. CONCRETE CURB lffLL STILL BE REQUIRED. GREEN v!N'fl. CHAIN LINK FENCE '1=111=- NOT TO SCALE '1=111=- LL>-L--'--'--'"'---'--'_D.-4~"-'-"--'""-'"'-"-"-.£.:...~--"""'-"-"-LC>-L."-'+-''""--"-"-' FENCE BUR/EO I' DEEP HOLES IN FENCE MUST BE to CAI x 15 CAI OR _ __, WJLDUFE FENCE SMALLER NO SCALE REv!SEO: FEBRUARY 2, 2006 REv!SEO: OCTOBER 20, 2005 REv!SEO: JUL Y 2004 ROBERTSON RANCH BENCHMARK: DESCRIPTION: ST.4NOARO M-10 STREET CENTERLINE Ji,ELL MONUMENT LOCATION: CENTERLINE OF El CAMINO REAL AT ENG/NEER's STATION 454+92 PER R.S 1800-f RECORD FROM: COUNTY BENCH LEI/ELS (NO. COUNTY 'IERT. CONTROL DATA) ELEVATION: 68.479 DATUM: 1/.S.C. Jc C.S. G: \011014\Submil\070822-MTM-SCE_A\01148T03.dwg Aug 23, 2007 2:09pm Xrefs: 01148T DATE OF PREPARATION: APRIL 2004 c~~:?, s 2710 LOKER AVE. W. CIVIL ENGINEERING SUITE 100 PLANNING CARLSBAD, CALIFORN)A 92010 760-931 -7700 PROCESSING Fax: 760-931-8680 WWW.ODAYCONSULTANTS.COM SURVEYING SHEET J OF 16 SHEETS DESIGNED BY: J.J. DATE: AUG. 2005 DRAWN BY: B.B., C.F. SCALE: f,S SHOWN PROJECT MGR.· K.H. JOB NO.: 011014 ENGINEER OF WORK µt,_'-, DATE: 8 /1:13f!7 KEITH W. HANSEN RCE: 60223 'l02307 ~ ~ ~ !;i ij ~ i ~ ~ G ~ (,.) ~ oo E§ -1\) ~ i!,i,. ~ O') O') FLOOD ZONE LEGEND FEIIA fltxXJ Z(N£ {EX!STING PER FEIIA MAP, PANEZ. 768 CF 2J15, EFFECT/~ .AH 19, 1991} EXISTING fltxXJ Zr,/£ {EXISTING PER CHANG Sll/OY, OATEO FEB. ~ 2006; A.5:Sl.AMM;' 8.11, M£1.ROSE, ANO FARAOA Y OETENTION BASINS 8/Jll T, COllEGE ,t CAMWJN GRAOEO} PflfPOS£O fltxXJ za-c {PRC1'0SED PER CHANG ST/JOY, OA TEO FEB. ~ 2006; A.5:Sl.AMM;' 8.11, /EJ:ROSE, ANO FARAOA Y OETENTION BASINS 8Ull.T, COllEGE ,t CAMWJN GRAOEO, tu• STOHi,/ ORAIN BtHl T, ANO PA 22 GRAOEO) ©2005 O'Day Consultants, Inc. -----200' G: \011014\Submit\070822-Mll.l-SCE_.A \0114BT04.dwg Aug 23, 2007 2: 11pm CT 02-16 HDP 02-07 SUP 02-05 \ \ \ ' RE'rfSEO: FEll?IIARY .Z 2006 RE'AS£0: OCrotJER ~ 2005 RE'AS£0: M. Y ~ ROBERTSON RANCH OATE CF PlfEPARATION: APRIL ~ . SHEET -1 OF 16 SHEETS c~✓~.l, DESIGNED BY: J.J. DAlE: AUG. 2005 DRAWN BY: B.B .• C.F, SCALE: 1· -100' PROJECT MGR.· K.H. JOB NO.: Q1101½ s 2710 LOKER AVE. W, CIVIL ENGINEERING ENGINEER OF WORK SUITE 100 PLANNING ~! CARLSBAD, CALIFORNIA 92010 DAlE: 8/z8(07 760-931-7700 PROCESSING Fax: 760-931-8680 WWW.ODAYCONSULTANTS.COM SURVEYING RCE: 60223 t ~ ~ ~ ij ~ I ~ ~ C> ~ ~ C°'l Xrefs: 01148T; 0114-BGRD; 0114BMAP; 011-4BSTR; 0114BUTL; 9820outl; 98207utl; 0114tp-f; 9820xmop; 9820xgrd; 9820xutl; 9820xstr; 9820tp03-o; 9820wmop; 9820wgrd; 9820wslr; 9820wutl; 011-4femo; 0114-AMAP; 9820x '' 102307 ~ ~ ao 1-1-t:> a, ~ • 100' · -----200' SCALE: 1 • = .. 100' ©2005 0'Dciy Consultants, Inc. FLOOD ZONE LEGEND mlA fl.000 ZCM' {EXISTING PER mlA MAP, PAN£1. 768 CT 2375, EFFECllVE JJN£ 1!1, 1997} £)(JSJTNG fl.000 ZCM' (,)(}STING PER CHANG Sll/DY. OA TED FEB. 2a 2006; ASSIJMINC 8.B, MElJrOS£. ANO FARAOA r 0£lENllON BASINS BtJ/l T, C(XJ£C£ ,t CANNON GRAOED) Pf?OPOSEO fl.000 ZCM' (fflOPOS£O PER CHANG ST/JOY, DATED FEB. 2a 2006; ASSIJMINC 8.B, MElJrOS£. ANO FARAOA r 0£lENllON BASINS BtJ/l T, C(XJ£C£ ,t CANNON GRAOEIJ, a~• STORM ORAIN BUil T, ANO PA 22 GRAOED} -··-··-··-··-··- I FOUNO IN SUBSTANTIAL CONFORMANCE 9-w Th, OATE: ~lc,/07 Pl.ANNING OIR£CTOR R£rxMl£NIJETJ BY: a,+, -:¼-n,., Jb OATE: I> "1 OATF: _,,,_,/4"-'-,'-'-'L'-•~7 __ NQ'TF II £1£CTR(NC OA TA RlES AR£ FOR REF£RENCE CWl r ANO A/?£ NOT TO BE USEO FOR HORIZONTAL OR ITT?llCAL SURVEY CONTROl ii ,11()/ ,_I; l'j/ iii; tf;j "1 ' '' ,1, ,f { ,,'ff ,1,\ ,.,,..-~~ !,ff 1/,,1 / ,,, ,f,J ,,-,,, {-~·· 1/, --11 !,/1. ~ ~ y,----· ",/ ,1' r::1, -/ 1 ;/ J;/li/ / ?" ' '/'' /,,"_,.;r, /;/,'; ! t /"', L ---...~_,.,_,., • ' / ;\< 1~..._ ' ' " , ·~ ) .,,,--✓ BENCHMARK: DESCRIPTION: LOCATION: RECORO FROM: ELEVATION: STANOARO M-10 STR££T CENTFRIJN£ llf1.1. MONIIMENT CENTERUN£ CT El CAMINO REAL AT ENCtN£ER'S STAllON ~92 PER R.S 1800-1 COUNTY BENCH l£',£LS (NO. COUNTY '£RT. ~'TR(X OATA) 68.~79 OATIJII: /1.S.C. .t GS. G, \011014\Submit\070822-MlM-SCE__A \0114BT05.dwg Aug 23, 2007 2, 18pm RE'ASEO: fEIR(JARY 2, 2006 R£f,fSEO: OCHBER 2a 2005 R£'ASB): J/1. r 20(H OA TF CT PREPARA llON: APRIi. 20(H c~~!2, s 2710 LOKER AVE. W. CML ENGINEERING SUITE 100 PLANNING CARLSBAD, CALIFORNIA 92010 760-931-7700 PROCESSING Fox: 760-931-8680 WWW.OOAYCONSULTANTS.COM SURVEYING Xrefs: 01148T; 0114BGRD; 01148MAP; 0114BSTR; 0114BUTL; 9820autl; 98207utl; 0114tp-f; 0114fema; 0114omap; 9820XMAP; 9820XGRD; 0114-btly 102307 ZI ~ ~ ~ ij ~ i ~ ~ ~ DESIGNED BY: J.J. DATE: AU!,. 2005 B.B., C.F. SCALE: ,. = 100' DRAWN BY: PROJECT MGR.· K.H. JOB NO.: Q11014 ENGINEER OF WORK Ji~-~ s/zs/tJJ DATE: KEITH W. HANSEN RCE: 60223 SHEET 5 OF I 6 SHEETS ~ ~ U1 ~ [a ao 1-1' 'lo) ~ a,~ I \ \ ©2005 o'Day Consultants, Inc. SEE SHEET 5 NQTF!! ElECTT?fNC OATA f1l£S ARE FCW REFER£NCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR VERTICAL SURVEY CONTl?Ol BENCHMARK: DESCRIPTION: LOCATION: STANOARO 1,1-10 Sll?EET CENTEJ?/.INE #Ell /,ION()/,l£f,/T CENTERUNE OF R CAIIIIIO NEAL AT ENCINEER's STA TlON ,#5,f.+92 P£R R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS {NO. CO(JNTY '£RT. r»lll?fX OA TA) ELEVATION: 68.,(.19 OA71M: 11.S.C. .t GS. G: \011014\Submlt\070822-MTM-SCE__A \0114BT06.dwg Aug 28, 2007 1: 24pm 0' .J.5' ----100' so· CT 02-16 HOP 02-07 SUP 02-05 200' SCALE: 1" = 100' FLOOD ZONE LEGEND fDIA FlO«J ZONE {EXISTING P£R /BIA /,/AP, PANEZ 768 OF 2J15, £FFFCTll£ .Ml£ 19, 1991) EXISTNC FlO«J ZONE (EXISTING PER CHANG STlJOY, OATflJ FEB. 2'! 2006; ASSIMNC 8.IJ, l,l£lR()S£, ANO FARAOA Y OETENTION BASINS 8tJfl. T, COl1£G£ .t CANNON GNAOED} PROPOSED FlO«J ZONE {PROPOSED PER CHANC STlJOY, !)A Tf1J FEB. 2'! 2006; ASSIMNC 8.IJ, l,l£lR()S£, ANO FARAOAY OETENTION BASINS 8tJfl. T, COl1£G£ .t CANNON GNAOEO, lJ,I.' ST{Rl,l l/RA/N 8tJfl. T, ANO PA 22 GNAOED} N£',fS£D: FE8f/lJARY 2. 2006 N£',fS£D: OCTUIER 2'! 2005 N£',fS£D: .All Y 2(J{),(. ROBERTSON RANCH OA TE OF PREPARATION: APRIi. 2(J{),(. SH££T 6 OF 16 SHEETS 0/~ DESIGNED BY: J.J. DATE: AUG. 2005 DRAWN BY: B.B., C.F. SCALE: 1· = 100' CO N SU LT ~TS PROJECT MGR: K.H. JOB NO.: 0!1014 2710 LOKER AVE. w. ClVtL ENGINEERING ENdt SUITE 100 CARLSBAD, CALIFORNIA 92010 PlANNING 760-931-7700 PROCESSING DATE: sLt.t,/oz fox: 7-60-931-B680 • -WWW.OOAYCONSULTANTS.COM SURVEYING KtllH W. HAN N RCE: 60223 Xrefs: 01148T; 0114BGRD; 0114BMAP; 0114BSTR; 01148Ull; 9820outl; 98207utl; 0114tp-f; 0114fema; 0114omap; 0114QGRD 102307 ll ~ ~ ~ ~ ~ i ~ ~ ~ ~ a, ~ ao ~ i,.a. ':) a, ~ ti) , I I ---/' ,,, ,<'v~, \ ;,._ '-,\ ' N6 1 t,9 y.~ ~\- / / ,, , / , / ~~.,,. ,,./' ,.,.,;:; / ,,,, .,✓ /,.,,..,,//,,_,.✓ ,/ .,,..,,. ,,-"'' -f / , __ .,, ,,./ _,,.,.., ' .,,,,. ,;:,-,, ,/";". //" 1"' .,,;.~/" ,,,\; ,, . .,,,6v5 --~,,,.,,, _,,, -~ ~ \L, / )l(, ,;,' //1/f~ '," ( , ,/ __,. ,,.,.,..,., ',,,-, ,, .,,. .,,. .,,.,,. ~_):/ .-.;:-- o· 10· -- • ' ' /4 / , ,/ / / ,, .1" __ ,_., / ___ ,/ ,,",,,,, / 40' --20' SCALE: 1• = 40' ©2005 Q'Day Consultants, Inc. FLOOD ZONE LEGEND FEJIA flOOO ZONE (£XISTINC PER FEJIA MAP, PANEL 768 fF 2375, £HECTII£ JJNE 19, 1997} £XISTING flOOO ZONE (EXISTINC PER CHANG Sll/OY, OA TEO FEB. 2a 2006; AsstMNG e..e, MElJlOSE. ANO FARAOA Y 'OETENTKN BASINS 8tHL T, CfXL£GE tk CA/IWal GRADED) PROPOSElJ flOOO ZONE (PROPOSElJ PER CHANG Sll/OY, OATEO FEB. 2a 2006; AsstMNG BJJ, JIEI.ROSE, ANO FARAOA Y OETENTKN BASINS 8tHL T, CfXL£GE tk CAMKII GRAOED, 9,1• STORII DRAIN BtHLT, ANO PA 22 GRADED) FO~O IN SUBSTANTIAL CONFORMANCE ~ 21eu OAT£: 9,lro,/07 PLANNING OIRtCTrx? fl}T£!! ll£CTNONIC OATA fll£S ARE RR REFERENCE CNlY ANO ARE NOT TO BE USED FOR HOf?fZCNTAl OR ',U?TlCAl SlJR',fY CCNTl?Cl BENCHMARK: DESCRIPTION: LOCATION: STANOARO M-10 STREET CENTERUNE /ICl1 MONUMENT CENTERUN£ fF El CAMNJ REAL AT ENGINEER'S STATKN ,/5,1+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH l£',fJ.S (NO. COUNTY '.£RT. W('!R(X_ OATA) ELEVATION: 68.-179 OATIJM: 11.S.C. ,t C.S. _A\01148T07 dwg Aug 23, 2007 2: 27pm G: \01101 4\Submit\070822-M~~;: 0114BSTR· 01148Un.· 9820outl; 98207utl: Xrefs: 01148T; 011 48GRD; 01 1 • CT 02-16 HDP 02-07 :{;~: SUP 02-05 REVISED: FEBRtJARY 2, 2006 REVISED: OCTOBER 2a 2005 REVISED.· JJl Y 2(J(J,I ROBERTSON RANCH OA TE fT l'RfPARA TICW: APRI, 2(J(J,I 7 OF 16 SHEETS c~~;:i, DESIGNED BY: J.J. DATE: AUG. 2005 B.B., C.F. SCALE: 1· = 100' DRAWN BY: PROJECT MGR.' K.H JOB NO,: 011014 s 2710 LOKER AVE. W. CIVIL ENGINEERING ENGINEER OF WORK SUITE 100 PLANNING ~JL_ DATE: 8/~@7 CARLSBAD, CALIFORNIA 92010 760-9J1 -7700 PROCESSING FaK: 760-9J1-8680 KEITH W. HANSEN RCE: 'so223 WWW.OOAYCONSULTANTS.COM SURVEYING 0114tp-f; 0114fema;· 0114-amap 'I 102 307 II ~ ~ ij ~ I ~ ~ ~ ...., ~ oo -~ ~ ~ I 0) t;; ~ ~ • ' • • NATCHL/NE: EL CANINO REAL STA: 449+77.00 .. 40' O' 10' f 20' ----- SCALE: 1• = 40' FWND IN SUBSTANTIAL CONFORMANCE ~ 71,JJ DATE· 9/<;,/o7 Pl.ANNING OIRECTIR ·/?£C0MM£N0£0 BY::··_ ~(k;:~1!4~$~~~----- OATEc,~:_.,.__,µ'-1-'0"---'1:..._ __________ _ rf-~ OA TE· ~'w:/2....:.1,..,_, l....:<>:..,;7 __ ,:_,.,._, • CITY£NCINEER By OAlfO HAUSER, ~TY Cl~ , R£COIIIIEM)£JJ BY: -~uh w OATE: ____ ~+--'4--R~I-'-,.,,.'-+---------- ©2005 O'D ay Consu ltants, Inc. J/ATCHLINE: EL CANINO REAL STA: 449+ 77. 00 125 126 -- PLAN: CANNON RO. SCALE: 1• = ~• fl)Tf II El.ECT!rCWIC DATA RlES A/?£ FOR REFERENCE CNL.Y ANO ARE NOT TO BE USED FOR HORIZONTAL OR '-V?l!CAL SIJR'.CY CONTl?Oi. 127 128 129 130 131 RrnSEO: FllJN!JAR Y Z 2006 /?£'tfSEI}: OCTOBER 2a 2005 /?£115£0: .IJl y 2()()1 .ROBE.RTSON .RANCH BENCHMARK: DESCRIPTION: STANOAIIO M-10 Sll?EET CENTERlJNE IIEll M<MIIIENT LOCATION: CENTERl/NE <T El CAMfNO REAL AT ENGIN£ER's STA llON "5#92 PER R.S 1800-1 RECORD FROM: CO/JNTY BENCH lE'.flS {NO. COtJNTY 1£/?T. CrJNllifX_ OA TA} ELEVATION: 68.-#19 OATlJM: 11.S.C. ,t C.S. G: \01101-t\Submit\070822-MTM-SCE_A\0114bt08.dwg Aug 23, 2007 2: 28pm OAT£ <T PREPARATTQ(: APf?ft. 2()()1 2710 LOKER AVE. W. SUITE 100 CARLSBAD, CALIFORNIA 92010 760-931-7700 Fax: 760-931-8680 WWW,OOAYCONSULTANTS.COM CIVIL ENGINEERING PLANNING PROCESSING SURVEYING Xrefs: 9820autl; 0114bt; 0114bstr; 0114bmop; 0114bgrd; 0114butl; 98207utl; elcamino; 0114tp-f; 0114DISP; 0114femo; 0114AMAP; 9820APRO; 0114QGRD SHEET 8 OF 16 SHEETS DESIGNED BY: _ __.J,..J,__. _ DATE: _,,,NJ,.G,,__, -"2005"""_ DRAWN BY: _ __.s..,.e,..,~c,..'--'r·~ sCALE, ____ _ PROJECT MGR.· K.H JOB N0 .:._,,_,01cc10"--'1..,__'r _ ENGINEER OF WORK M IL-- KEITH W. HANSEN RCE: 60223 102307 ~ ~ C) ~ ~ 00 ~ ao ~ ~~ a, I;; ~ • : 131 \.. ----\ i-- ~ 'Cll ~ ~ / ~ _.,.,. ... - 0) ~ \~::'.,,. .: - 0 y-, __ \ ©2005 0'Doy Consultants, Inc. ...... --· 137 MJTF II FM HElTRENCE (Nf.Y ElECTRCNIC OATA fllES8£~~V FOR HORIZONTAL NO AR£ NOT TO "· A OR ~RllCAL SVR~Y CONTROL ,.,B.Ei!:!.!.N=C=HMAR:::;;:llf)K ,: -I,/ 10 STR££T CENTERl/N£ DESCRIPTION: :!!°~T LOCATION: (TEL CAMINO REAL CENTERl/N£ •~ STA T10N "5H92 ATENGIN£ER., PER R. s 18()()-1 caJNTY BENCH LEVEL RECORD FROM: CONTT?a. OA TA) S (I~ caJNTY ',O?T. EllVATION: 68. ,/.lr} " '.,,., • 0.., n ,.,, U..S: C .t G.S: A 23 2007 2: 31pm -SCE A\0114BT09.dwg u~ sa2oopro; 9820autl; G: \011014 \Submit \0B7GR08D~2O~1~MAP; -0114BSTR; 0114BUTL, 0114BT: 0114 • Xrefs: 140 ·LOT 2 o· 10· liG! 5 20' 40' SCALE: 1 • = 40' ~~. FElJRtJARY .2 2006 r« ".XU, .,,, 2(}(J5 .ROBERTSON .RANCH ROrSED: OCTaJER £" RfllSEIJ: .Illy 20fH APRft. 20fH C O N S CML ENGINEERING 2710 LOKER AVE. W. SUITE 100 BAD CALIFORNIA 92010 CARLS • l60 931 7700 Fax· 760-931-8660 WWW.ODAYi:ONSULTANTS.COM PLANNING PROCESSING SURVEYING 98207utl; 0114tp-f; 0114oMAP; 011-'tf ' EMA· 0114QGRD SHEET g OF 16 SHEETS DESIGNED BY: B.B~:·C.F, SCALE: DRAWN BY: JOB N0.:._~01_1_014 PROJECT MGR._· _K.H. DAlE: AUG. 2005 DAlE:8/t~/07 RCE: 80223 I 102307 141 ©2005 Q'Day Consultants, Inc. I • I i ! ) i [ ! I I i I ' / j ' ' ' I i ! I ' j ! ,IQIJJi.X SETBACK __ .......,. ___ _ --cANf{()N, HfMI}- ~ SCALE: 1• = ,IQ' \ \ 146 NOT£!! ELECTRONIC OATA Fll£S AR£ FOR REFERENCE ONLY ANO ARE NOT TO 8£ /ISED FOR HORIZCWTAL OR '.CRTlCAL SUR'.CY ccwma 147 y..r;fESS/ 'fl. -. 60223 ~ . 6/30/08 !,J * CIV\\. ~'t- ~ c,t..LI~ o' 10' --~ 5 18' --20· SCALE: 80' BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELIVATION: STANDARD 11-10 SlREET CENTERi./NE IIEI.L Ma'{Vf,1£NT CENTEH!JN£ OF El CAMINO REAL AT ENCINEER's STATION ,15#92 PER R.S 1800-1 CWNTY BENCH LEl!flS (No. CWNTY '.£Rl CONIT?Cl DATA) 68.-179 DA TIJM: /J.S.C. .t GS. Ffl{JNO IN SUBSTANT/Al. CONFORl,IANCE ¼«.& DATE: 9/c./07 PlANHING /JIRECTrR T.J-SGN , By DA WJ HAI/SER, R£C(Ml£Nl)B)8Y: DATE: DATE: '2/i,/07 RE'tfS£D: fEBRt/ARY Z 2006 RE'tfS£D: OCTOBER 24 2005 RE~SED: .lJl. Y 20f>I ROBERTSON RANCH DA TE OF PREPAHA TTa'I: APRIi. 20f>I 2710 LOKER AVE. W. SUITE 100 CARLSBAD, CALIFORNIA 92010 760-93 l -7700 Fax: 760-931-8680 WWW.ODAYCONSULTANTS.COM CML ENGINEERING PLANNING PROCESSING SURVEYING SHEET 10 OF 16 SHEETS DESIGNED BY: J,J. DATE: AUG. 2005 DRAWN BY: B,B .. C,E. SCALE: PROJECT MGR.· K.H. JOB NO.: 011014 ENGINEER OF WORK P1-,b-- KEITH W. HANSEN RCE: 80223 G· \011014\Submit\070822 MTM-SCE_A\0114bt10.dwg Aug 23, 2007 2: 32pm X~efs: 0114BMAP; 0114BGRD: 0114BSTR; 01148UTL; 0114tp f; 9620outl; 9820apro; 01148T; 0114femo; 0114oMAP 102307 148 149 ©2005 O'Duy Consultants, Inc . 150 151 PLAN: CANNON BO. SCALE: 1• = 401 152 NOTE!! £1ECTRON{C OATA Fll£S ARE Fa? R£FEH£NCE 00.Y ANO ARE NOT TO BE USEO FOR HORIZONTAL OR ',f;J? TlCAl S1JR'.fl' CON T1?0l 40' o' 10' 5 ----- BENCHMARK: DESCRIPTION: STANOARO Jl-10 STREET CENTERUNE ltE1.1 Jl<NIMNT LOCATION: CENTEl?I.K OF El. CAlrllNO REAL AT ENGINEER'S STATlON -154+92 PER R.S 1800-1 RECORD FROM: CO/JNTY BENCH /E',flS (NO. COiJNTY VERT. CONTHOI. OA TA} ELEVATION: 68.~79 OATUJI: 11.S.C ,t G.S. 20 SCALE: G: \01101 4\Submit\070822-liHM-SCE_A \01148111.dwg Aug 23, 2007 2: 33pm ~UNO IN SUBSTANTIAL CONFORMANCE U,., LL DATE: q/c,/o7 PLANNING OIR£CTrJI? R£™1({}£0 BY: $4!:-::'e~ ¼-:•v•1 £L., ,l;J; 12i~7 oATE:_,,,_:,-'--'/4,'---/n __ ,.ilr,.JtM/15'/fol CITY £IIQIE£R =;;~g R£',IS[J): mRIJARY Z 2006 R£',fSEO: OCTOBET? 2q 2005 R£',fSEO: .Ill. y 20(H ROBERTSON RANCH OA TE OF PR£PARA llON: Al'Hll. 20<H 2710 LOKER AVE. W, SUITE 100 CARLSBAD, CALIFORNIA 92010 760-931-7700 Fox: 760-931-8680 WWW.OOAYCONSULTANTS.COM CIVIL ENGINEERING PLANNING PROCESSING SURVEYING SHEET 11 OF 16 SHEETS DESIGNED BY: J.J. DA1£: AUG. 2005 DRAWN BY: B.B., C.F. SCALE: PROJECT MGR.· K.H. JOB NO.: 011014 [)Al£: g 18 01 RCE: 60223 Xrefs: 011+BT; 0114-BGRD; 01148MAP; 011-4BSTR; 011 4BUTl; 9820grd; 9820outl; 98207utl; 9820astr; 9820opro; 011-4-tp-f; 011-4-fema; 011-4-aM AP 102307 ~ ©2005 O'Day Consultants, Inc. 155 156 157 158 160 ------ --·---l..... ____ --··--~--,,., S,· ¥¥-.,,;-~%7.-'.,~.::..-. ::::;~-~~---- ···.::-----2 i .. frr110i AC CAP nit > ... 1ANOSCU'ING.. (D'P )c:.:: __ ·'·••e''-~'"'"'""•-,-:.-~ -==~----------~--------.. ---.•. -•• ,_,., ... •·· :::::" EXIST. SEWER7>Dr - APPRIJJIMAJLJ.OCA llON .OF ABANDONED C!.IIKJ 92-406 --L EXISTING fl()(}() ZONE -------------------------------,f.(ISTIN_C, lOt LINE . ~ -,:r WATER PER C!.IIKJ 5552 7A PLAN: CANNON BO. SCALE: f • = ,f(}' MJTE II £l£CTRONIC DATA fllES ARE FfK? REFERENCE rN.Y AND ARE NOT TO BE USEJ) FfK? HfK?/ZONTAl fK? "6?TlCAl Sl/R'£Y CONTROL o· 10· 40' 1-!;i 20' 5 SCALE: 1· = 40' BENCHMARK: DESCRIP110N: STANOAl?O M-10 Sllr££T CENTE/?l/NE 11W. Jl(N{)ll£NT LOCATION: CENTERl/NE <T El CAMINO HEAL AT ENGIN£El?'s STATION ~92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH ££1,flS (Na COIJNTY ',£RT. CONTNrX DA TA) ELEVATION: 68.-179 DATUM: V.S.C. d' G.S. 80' Ge \011014\Subm;t\070822-MTM-SCL.A\01148T12.dwg Aug 23, 2007 2, 35pm F~NO IN SUBSTANTIAL CONFORMANCE ~ 21« DATE· 9/(;~7 • Pf.ANNING OIH£ClrR DA TE· _,,c,li:..cl:.,.I /_:O:..,_/ __ /?£',fS£/J: IT8Rt/ARY .Z 2006 R£w.iED.· OCTrBET? 20, 2005 HE'lfSED: .l/l Y 20fH ROBERTSON RANCH DATE <T PREPARATION: APRfl. 20fH C O N 2710 LOKER AVE. W. SUITE 100 CARLSBAD, CAUF°ORNIA 92010 760-931-7700 Fa)(: 760-931 -8660 WWW.ODAYCONSULTANTS.COl.4 T S CML ENGINEER1NG PLANNING PROCESSING SURVEYING SH££T 12 OF 16 SH££TS DESIGNED BY: J.J. DATE: AUG. 2005 DRAWN BY: B.B.. C.F. SCALE: PROJECT MGR.· K.H. JOB NO.: 011014 RCE: 60223 Xrefs: 01148T; 01148GR0; 0114BMAP; 01148STR; 0114BUTL; 9820outl; 98207utl; 9820apro; 0114tp-f; 0114femo; 0114o~AP 102307 ~ ~ ~ ij ~ i ~ ~ l:;3 ~ ~ ~ ~ 0 0 -~ 1--1-I ti) en I;; 160 o· 10· Ir/;" 40' 5 20' 80' SCALE: 1 " = 40' ©2005 O'Day Consultants, Inc. ""•·· ---~----· -- 161 LOT 5 -_$EE DE1'AlrRICBT --------.. :::-1 ..... _ .. -- ... -----. . ~ .. . _,, ... _._~.,.=-·' -~-~--=-.. 'J7l!. ........................ ········· --- . . . -··-·-·· ---___ ,. .... ---------. 163 164 SEE SHEET 14 NATCHl/NE 116+5O.OO PLAN: CANNON BO. t!t COLLEGE BLVD. MOEi! ELECTRONIC OATA RLES ARE FOR REFERENCE ONLY ANO ARE NOT ro BE USEO FOi? HORIZONTAL OR 'ERllCAl Sl/R'EY CONTROl . \ ; \ \ \ \ \ \ 1 ! ! ! -· -------· ---------_, ,o••-" ------. 117 o' 10' 40' 5 20 80' SCALE: 1• = 40' BENCHMARK: DESCRIPTION: STANDARD 11-10 STREET CENlER/.IN£ #EU IICW//ll£NT LOCATION: CENTERIJIE CT El CAMINO REAL AT ENQNEEJ?'S STATla'I -15#92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH l.£1flS {Na COUNTY ID(T. CONTT?Ot. OA TA) ELEVATION: 68.~19 OATIJII: /J.S.C. .t GS. G: \011014\Submit\070822-MTM-SCL.A\01148T13.dwg Aug 23, 2007 2:40pm 118 PlANNING OIRECTrR .. ~, ~-e-----.. ··--~ RE™MJED BY: :13'.~""'"'-~t! </) OATE: f'. t t / 0-, ~~ 0 ~ (,4,) --=--------! .... --........,.-/ DETAIL SCALE· 1" = 20' ---- . ---.. . •• / RE'tlSEO: IT8RI/ARY .Z 2006 R£',fS£O: OCTaJEJ? ai 2005 R£w.iW: JIil r 20(H ROBERTSON RANCH OA TE CT PREPARA 110N: APRfl. 20(H 2710 LOKER A.Vf.. W. SUITE 100 CARLSBAD, CALIFORNIA. 92010 760-931 -7700 Fax: 760-931 -8680 WWW.ODAYCONSULTANTS.COM Clvtl ENGINEERING PLANNING PROCESSING SURVEYING SHEET 1.J OF 16 SHEETS DESIGNED BY: J.J. DATE: _,,,l>JJ.,.G.,__, _..,2005,,.,__ DRAWN BY: _ _,B..,.B,..,~C,.,.,..,F.~ SCALE: ---- PROJECT ~GR.~· ~K-~H·~-JOB N0.:_,._01,_,1.,,0-"14'-- ENGINEER OF WORK I.--DATE: 8 Z4, '() RCE: 602 3 Xrefs: 01148T: 01148GR0; 01148MAP; 0114BSTR; 01148UTL; 9B20outl; 9B207utl; 9B20opro: 0114tp-f; 01Hfemo; 0114oMAP 102307 It ~ \ ©2005 O'Day Consultants, Inc. \ \ \ 111 112 . ___ ... --.-·•~-··· . -~-· ---···- 113 \ LOT 5 ' \ ' 114 -/ i " ,,.,,-----•'' . ,, 8 ······--" lmtA fl~~: .. "" . 115 / \ / .... 116 \ • \ EXIST. SEWER • "--f:ER CMWD 92-!0f PLAN: COLLEGE BlVO. SCALE: 1" = W' NQTf !I EZECTT«NC OATA f1/.ES ARE HR REFERENCE cwt. Y ANO ARE NOT TO BE USED FOR HOOZONTAL OR 1£RT1CAL SUR'£Y ~ma S'',\ 'If, ~ ~ -c:, NO. 60223 ~ \It EXP. 6/'JJ/08 f.l * CIVIi. ~'t:- Q:-CALI~ o· 10· f ---40' --20' SCALE: ,· BENCHMARK: = 40' DESCRIPTION: STANOARO 11-10 STREET CENTERl/NE 1/£/J. AKNIJIIENT LOCATION: CEN1ER1JN£ fF El CAJIINO NEAL AT ENGfNEER's STAllCN ~+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH lflUS (NO. COUNTY .e?T. CCWTl?OI. DATA) ELEVATION: 68.-179 OATl./11: 11.S.C. .t C.S. G:\011014\Submit\070822-MlM-SCE_A\01148T14.dwg Aug 23, 2007 2:44pm FPfNO IN SUBSTANTIAL CONFORNANCE ~ 21w DATE.· ~7 PlAHNING OIRECTDR R£',fSED: FElJHfJARY 4 2006 R£',fSED: XTOBER 2ll 2005 RE',fS£D: .All y 20(),I ROBERTSON RANCH OATE fF PREPARATION: APRIL 2fX>I 2710 LOKER AVE. W. SUITE 100 CARLSBAD, CALIFORNIA 92010 760-9.31-7700 fQ)C: 760-931-8680 WWW.ODAYCONSULTANTS.COM CIVIL ENGINEERING PLANNING PROCESSING SURVEYING SHEET 14 OF 16 SHEETS DESIGNED BY: J.J. DATE: AUG. 2005 DRAWN BY: B.B., C.F. SCALE: PROJECT MGR.· K.H. JOB NO.: 011 cg DATE: 8 II 17 RCE: 60223 Xrefs: 01148T; 01148GRD; 011-4-BMAP; 01148STR; 01148UTL; 9820ciutl; 98207utl; 982Dapro: 011-4-TP-f; 0114fema; 0114oMAP 102307 NOTE II ElECll?ONIC OATA Rl£S ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FrY? HORIZ~TAL OR ~RTICAL SIJR~Y C~TROl ©2005 O'Day Consultants, Inc. 106 //0 f: 1::_•········-·-------- 107 108 109 110 I PL4N: COLLEGE BLVD. SCA/£: f • = ,#()' O' 10' 40' 5 20 SCALE: 1• = 40' BENCHMARK: DESCRIPTION: STANOARO 11-10 STREET CENlfRl/NE /Ell. MlWIJM£NT LOCATION: CENTEl?IJN£ OF El CAIi/NO REAL AT ENCINEER's STATTaV -15#92 PER R.S 1800-1 RECORD FROhl: COUNTY 8£Ha( lflfl.S (NO. COUNTY 'tERT. CONTl?Ol OATA) ELEVATION: 68.~19 OA Tl/II: 11.S.C. .t GS. Gc\011014\S,bm;t\070822-MTM-SCE_A\01148T15.dwg A,g 23. 2007 2c47pm F,Q_UNO IN SUBSTANTIAL CONFORMANCE ~ ~ OATE: o/0;7 PlAMHNC Ollr£Cra? RECOIIMEMJED BY: OATE: "1/---l'--~'-"4--"'--'------------- f:RTT.JOlll,ISON, arr ENC/NEER By DAIA'J HAUSER, ~TY arr £NQNEER R£COIIMEMJEl) BY: 7 D ~.J ', DATE: l~ql'l.olfl C. ~ I RE'ASEO: fEBR/JARY .Z 2006 RE'ASEO: OCTaJER 2f.! 2005 RE'ASEO: .Ill. Y 20fH ROBERTSON RANCH DATE OF PREPARATKW: APRft. 20fH SHEET 15 OF 16 SHEETS C~~~T DESIGNED BY: ~.J. DATE: AUG. 2005 DRAWN BY: B.B., C.F. SCALE: PROJECT hlGR. · K.H. JOB NO.: 011014 s 2710 LOKER AVE.. w. CML ENGINEERING ENGINEER OF Wt: SUITE 100 PLANNING CARLSBAD, CALIFORNIA 92010 DATE:~ 760-9.31-7700 PROCESSING K~SEN • Fa>1:: 760-931-5680 WWW.ODAYCONSULTANTS.COM SURVEYING RCE: 602 J Xrefs: 01148T; 01 HBGRD; 0114BMAP; 0114BSTR; 0114BUTL; 9820autl; 98207utl; 9820apro; 01 HTP-f; 0114fema; 0114amap 102307 NOTE/I ElECTmNC DATA Rl£S ARE FCK? REFERENCE CM Y ANO AH£ NOT ro BE USED FOR HORIZONTAL OR VERTICAL SIJRVEY CONTROl ©2005 O'Day Consultants, Inc. 101 102 "'._ J_ - -~~- 103 PLAN: COLLEGE BLVD. SCALE: 1 • = ,W' 104 105 . .---· -·-----. ·-·-·--"""· ~··- I 106 o· 10· 40• ----5 20 SCALE: 1• BENCHMARK: DESCRIPTION: STANDARD 11-10 STl?fET CENTERI.INE HEU /IONIJMENT LOCATION: CEN1ENI.JN£ OF El CAIi/NO HEAL AT ENCINEER's STA lKII ,15,/.+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH L£',flS (NO. COUNTY VERT. CONTROl OATA} ELEVATION: 68.-179 OA Tl/II: /J.S.C. .t G.S. G: \011014\Submit\070822-MTM-SCE_A\0114BT16.dwg Aug 23, 2007 2: 50pm Ff:: IN SUBSTANTIAL CONFORUANC£ n OATE· 9/4/47 ' PLANNING OIHECllY? RECCMIENOEO BY: $cl-...... ~ 0Af79 #\~D~ ~/) wr.: DATE· O)fe /v 08ERT T. Jalll'QI, arr ENCfNEER By DA 11V HA/JSEH, r::: 01 £NQNfIH HEcrMIENOEO BY:~-~rll DATE· ~-0 RflfSEO: FEBl?/JARY Z 2006 RE'ASED: OCTrJB£R 21:! 2005 HE'ASED: .JJl. y 200-I ROBERTSON RANCH DATE OF PREPARAlKII: APRIL 200-I SHEET 16 OF 16 SHEETS 0/~ DESIGNED BY: J.J. DATE: AUG. 2005 DRAWN BY: B.B., C.F. SCALE: CON SU LT :ZT PROJECT MGR.· K.H. JOB NO.: 011014 s 2710 LOKER AVE. W. CML ENGINEERING ENGINEER OF WORK SUITE 100 PLANNING K!{!J/ CARLSBAD, CALIFORNIA 92010 760-931-7700 PROCESSING DATE: 8/.m/47 Fax: 760-931-8680 ~ WWW.ODAYCONSULTANTS.COM SURVEYING RCE: 60223 Xrefs: 01148T; 0114BGRD; 0114BMAP; 0114BSTR; 0114BUTL; 9820AUTL; 98207UTL; 9820ASTR; 9820APRO; 0114TP-f; 0114fema; 0114amap 1023 07