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HomeMy WebLinkAboutPUD 01-06; CALAVERA HILLS VILLAGE W; Site PlanClrY OF OC£ANSIO£ SITE ClrY OF ENCINITAS j I I I I I I,' 11 PARCEL I VICINITY MAP MAP TO ILLUSTRATE REMAINDER PARCEL No sc;iu: NOTE!! ELECll?fNC OA 7:.4 f11.£S AR£ FOR l?£F£R£NC£ ONl Y ANO AR£ NOT TO 8£ /JS£0 FOR HORIZCWTAL OH 'IEHTICAl SI.IH'IEY CCWTROl APPROVED 1Mll II THE APflllOVEO TENf4TIYE MAf>J81 IE f!\ANPEAOONDITIONNO. ~ OFPI..ANNING COMMISSION RESOLUTION NO. 53 i z...__, ~~ ~~ f,f.o'-f WREERtf.fo BiPT. -' iiiJH.:F IIM. ,. cw ©2003 O'Day Consultants, Inc. ( I ( 5' MIN ~ ~i~ <::, - \ LOT LIN£ \ ?'· IX ~ MIN MIN-----. I ~ ~! : I I L 5' MIN ~1~ 3' MIN 3' MIN ,._ ) i r;_ ~ I ii, "' J SCALE: 1• • 1000' I~ -L 0Tl.lN£ -st. '0£WAlK l+f-lERE SHOWN ON PIAN \_ CUR, T 'B &: GU T£R TYPICAL LOT DRAINAGE DETAIL NO SCALE GENERAL NOTES: ASSESSOl?'S PARCEL Nas • • • • • • • • • • • • • • • • • • • • • • • • • • • • 168-0W-29-00 EXISTIN(; ZONINC PROPOSED ZONINC 168-050-27-00 • • •• • • • • • • • • . .. • • • .. • • • • • • • • • • .. • • • • • PC (PER CALA ~RA HILLS MAS T£R PLAN AMENDMENT MP-150(H)) .................................... PC EXISTING l,£N£RAL PLAN OES/r;NA TTON PROPOSf:tJ tJ€NERAL PLAN IJESl(;NA TTON •••••••••••• RM (PER CALA ~RA HILLS MASTER PLAN AAIENOIIENT MP-15{)(H)) •••••••••• RM £AHTHIWJl?K ............................................. (SE£ GRAD/NC ANAL l'SIS) SCHOOl DISTRICT ....................................... CARLSBAD UNIF/£0 SCHOOl DISTRICT WA /l"R OfSTRICT •••••••••••••••••••••••••••••••••••••••• CARLSBAD MUNICIPAL WATER OfSTRICT S£IICR DISTRICT ........................................ CITY OF CARLSBAD A Vf:RA(,£ OA/1. y TRAmc TOTAL ACRES .............................. 1140 ........................................... 36.3 NET OE'IEZOPl,IENT AC .................................... 23. 9 -., RESIOENTTAL LOTS '-':•, .• :, •••• : •••• :·'. •••• :.·.; .......... : ••• ;0 /14. ,, c:-r:: \ . .. ' . ---... ~.-. -... _._ RECREATION LOTS'•·• •.••••••••••••••••••••••••• : ••••••••• , .. J' H. QA. MAINTENANCE LOTS • ••• • •••• ••• ••••• •••••••• •••••• 4 OP£N SPACE LOTS • •• ...... •• •... •••• •• • • ••• • •••• ••• • •• • I TOTAL NIJMB£R OF LOTS •••••••••••••••••••••••••••••••• 122 PV8LIC STREETS ......................................... ; 3 NUMBER OF LIN/TS ••••••••••..•••••••••••••..••••••••• 114 lJENSITY .................................................. 4.8 OU/NET ACRE TOPOGRAPHIC SOI/RC£ • •• •• • ......... •• •• .• •••••• •• •• • SAN-LO AERIAL SIJR'IE"YS OATEO: JANUAHY 11, 1999 ANO CRAOINC PLAN OWC. 390-9A --' / w / u \ a::: j <{ ( a._1 ( r II // / -. _ _,,, I - // ,/ -;-.,/ /,/ I_,·/ I ! --' L,,J (.) a:::. <C a.. a::: L,,J Cl . z: <{ :::!: w a::: ,. it I; I; // I/ !; 11 Ii v '")99.09-" / ~ ··:.,.c--\ \ \ .. \ \ \, \ \ \ ~ f % • , , 1s,.1:; \ • I· 111µ.:' ,/6.:-,,r /'-, l-15 I ) -..Jr \ · :\ ' ,tl!Ua ' \. I \ \ \ \ \ ,.,.,4/ \ \ ' . . \ ,. ' \ \ tellRAJ. Pt.AH \ 1 · (PEN. \ I.' I } ' '' I I 86' ''02 87\ " ,-.,.._~ 101 88 too 89 gg 90 17 16 f .J.J l 11/ J2 1. , ST ' IJO .. I ~ . . .· ... -. . . I I J. I ·, .. c, /. J I I ,·' ·.1 ( I /i /, f~ I I I I If . \ I -~I) /"P / 1 I It 11: / l''L19 /I 11/ KEY MAP SCALE': 1" -200' BOUNDARY DATA (NO) DELTA/BEARING RADIUS LENGTH I N 29'16'25" E 929.50' 2 N 66'53'58' E 223.17 J N 51'39'43" W 369.76' 4 N 1373'49• W 618. 13' 5 N 0175'/8" E 150.28' 6 N 09'4314" E 112.86 7 N 20'50'34" E 126.05' 8 N 14'4508-E 51.12 9 N 0172'14" E !JS.JO' 10 N 11'34'22" £ 65.17' II N N'47'oo· E 160.15' 12 N 2l'J,f'15" £ 189.90' 13 N 13'44'21" E 781.66' 14 N 89'35'37" W """"-67.67' 15 to. = 15'41 '38" 1400.00' 383.47' 16 N 16'5l'29" W 870.62' 17 lo. = 19'35'39" 1400.00' 418.78' 18 N 36"27'o8" W 21.25' J % \ I EASEMENTS: [I] 150' ELECTRIC/Tr TRANSMISSION EASEMENT TO SOC&:£ RECORDED ,AJN£ 1. 1953 IN BOOK 4814, PAGE 143 OF OFRCIAL RECORDS. III 20' TR££ TRIMMING EASEMENT TO SOG&:£ R£COROEO ,AJN£ /, 1953 IN BOOK 4814, PACE 1-13 OF OFRC/AL RECORDS. A PIPELINE EASEMENT IN FA l/4?R OF OC£ANS/OE MUTUAL WATER COMPANY RECORDED .AJLY, II 1930 IN BOOK 1796, PACE 142 OF 0££0S TO 8£ VACATED. AN EASEMENT FOR CABLE TFL£1//S/ON FAC/1.ITTES IN FAVOR OF DANIELS CABLEI//SION INC., RECOR0£0 SEPTF118£R 26, 1990 ASI) Rl£ No . 90-526046 OF OFRC/AL RECORDS. TH£ ROUT£ OR LOCATTON CANNOT 8£ OETEIIMIN£D fl?()!,I SAID OOC/Jl,/ENT. • _67.ft ., . o· so· 200' ---100' 400• SCAL'E: 1 " = 200• UNIT SUMMARY: UNIT TYPE 1 UNIT TYPE IZ UNIT TYP£ 2 UNIT TYP£ 3 TOTAL II 21 35 47 114 GRADING ANALYSIS: CUT' 65,000 CY. RLL: 65,000 C. Y. EXPORT.· 0 C. Y. NQlfS. I. THESE: O/JANTTT1£S 00 NOT INCL/JOE SHRINKAGE OI? EXPANSION OIi REMEO!AL CRAOING 0/JANTTTTES. PARKIJ{G SUM.MARY: R£QIJl8fD PROPQS£Q PAHK/NC: 2,,, /1,/()/J = 228 276 I/ISi TON PARKING: s.+(J!#JU-10 )= 31 128 4 -- TOTAL: 259 40./ SE-,YER/1YATER: • PEAK POTABLE WA /l"R OEMANO = 1500 GPM 0/JT OF EACH RR£ HYDRANT AWRAC£ POTABLE WATER OD/ANO= 35.63 /,PM PEAK /RR/CA T!ON WATER 0£MANO = 192 CPM A~RAGE SE'rlFR OEMANO = 0.00022 MCO FLOOD ZONE DESIGNATION ZONE X -OUTS/0£ 500 'rtAR R.000 PLAIN (SE£ R.000 INSURANCE RA TF MAP, COMMUNITY-PANEL NUMBER 060285 0766F OA TEO JIJN£ 19, 1997) LEGAL DESCRIPTION: A SIJB0/1//SION OF A PORTTON OF LOT '/)' ANO '£' OF TH£ RANCHO ACIJA HEDIONOA, IN TH£ CITY OF CARLSBAO, COUNTY OF SAN 0/ECO, STA TE OF CALIFORNIA, ACCORDING TO 1H£ PARTTON MAP THEREOF No. 823, RLEO IN TH£ TH£ OFRCE OF THE COUNTY RECORDER OF SAID COUNTY 0V NO~MBER 16, 1896. ALSO f<NOllf{ AS LOT 2 OF CT. 00-02. OWNER/DEVELOPER: • CALA 1£1i'A HILLS II, LLC A CALIFORNIA LIM/TEO LIABILITY COMPANY 2727 HOO~R A ~NI/£ NA TTONAL CITY, CA 91950 (619) 336-3673 BY: Md,I/LLIN COMPAN/£S, llC A [)£LAWARE lll,I/T£0 LIABILITY COMPANY ITS: MANAGER ITS: GENERAL PARTN,ER , BY: :>,..,., ,,....,~~ ITS: v< ~ /~•· s: / BY: ,;:. ,? -~~ ~< ITS: "' ., BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERLINE MU MONUMENT LOCATION: CENTERLINE OF £l CAMINO REAL AT ENCINEER's STATTON 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH L£'1t/.S (NQ CO/JNTY 1£/?T. CONTROL OA TA) ELEVATION: 68479 DATUM.· IJ.S.C. &: C.S. SHEET 1 OF 5 SHEETS P. U.D. 01-06 P. U.D. C.T. 01-05 FOR CALA VERA HILLS VILLAGE 'W' LEGEND: SIJBOII//SION BOUNDARY. .. . ••.•.... ....••.•••••.....• ••••••.•••••.• • --••-••-- PROPOSf:tJ LOT LIN£ ................................................ . LOT N/JIJBER . ······················----------------················· UNIT TYPE PROPOSED PAO £LEVA TTON ••••••••••••••••••••••••••••••••••••••••••• £XIS TING CON TOURS • • • • • • • • • • • • • • • • • • • • • • • • • .. • • • • • • • • • • • • • • • • • • • • • EXISTIN(; WATER MAIN .............................................. . EXISTIN(; BLOW-OFF VAL 1,£......... .. . . .. . . .. . . .. . . .. . . ... . .. . . .. .. . . ~ --ii'· £XIST1NG MANUAL AIR RELEASE VALi£. uaau•-------·············· ----··"'Ill-- EXISTTNG SEllf:R MAIN ,t A.H. • ...................................... ----0-----~'i'-- EXISTTNG SEllf:R FORCE MAIN ,t A.H. ................•••••••..••...•. -----·C'>---FM~ EXfSTTNC STORM DRAIN • •••••••••••••••••••••••••••••••••••••••••••• --------5D ----- £XISTTNG RR£ H)1)RANT ••••••••••••••••••••••••••••••••••••••••••••• EXISTTNC STRE£T LICHT ............................................. . PROPOSED HANO/CAP RAMP ..•.......•••.•......••.•••...•....••••••• PROPOSED l!lil'lf"WA Y APPHOACH •.................................... PROPOSED CONCRETE: CHOSS-CUTTFR •............................... PROPOSED ',fS/fON PARKINC ••••••••••••••••••••••••••••••••••••••••• PROPOSf:tJ SOUNOWALL •.............................................. PROPOSED RETAIN/NI, WALL ••••••••••••••••••••••••••••••••••••••••••• C:~§i!ft_W2.·/ MAX) ••••••••••••••••••••••••••••••••••••••••• GRADED SWALE •..................................................... --ll --<i: 0/f -¢' ~ J l _),. ,,.,>~ VP )I )lo PROPOSf:tJ WATER MAIN............................................. -----W----- PRfY'OSElJ RECYCLED WATER MAIN . ................................ -----R~ ---- PROPOSE/) flRE HYlJRANT • ••••••••• ••• ••••••••• •••••••• •••••••• ... • -I PROPOSED SEl#ET? MAIN ,t A.H. ••••••••••••••••••••••••••••••••••••• --~ s PROPOSf:tJ STORM DRAIN ,t ca • • • • ••• • • • • • • • • • • •• • • •• • • •• • • • • • ••• • • --~ • ""~ PROPOSED Cl/RB /Nl£T. ............................................. •-_.. ...... ... PROPOSED PR!VA TE AREA ORA/NS. .................................. . PROPOSf:tJ STRE£T LICHT •........................................... SICHT 0/STANCE •................................ ·-·-·--·········. SI.OPE SETBACK COIIPI.IANC£ LIN£ .................................. . REM YARD RECREATION AREA MP-15{)(H) SECT!ON VHl(B)(2)(j) -a ,,.---------_____ _, 8' llflJE DECOMPOSED 1,RANITE PA TH. • • • • • • •• • • • • • • • • • • • • .. • •• • •• • • • ..c;.., ............... """"""""~.._...1 CIVIL ENGINEER/JANJ) SURVEYOR: • 0 '/)A Y COVS/JL TANTS. INC. 21/0 LOKER AWNIJE #£ST, SIJITE 100 CA. 92008 (760) 931-7700 REIISEO: OCTOBER 18, 2002 R£1//SEO: AIJ(;(JST Jo, 2002 REI//SED: APRIL 15, 2002 OA TE OF PREPARATION: JANUARY 21 2000 c~~;;?, s 2710 Loker Avenue WHt Civil E~nt Suite 100 Planning Coritibod, Co!ifomia 92008 Proceuing 7fi0-931-7700 Surveyfng Fo>e: 760-931-8680 OdoyOOdayconsultonts.com ., t, "' --N ~ [)(p: S/30/, * . CA\. SHEET f OF 5 SHt.t JS DESIGNED BV: u. DATE: oWI 2CUl DRAWN BY: A SW. NC SCAI.E: ASSHCMN PROJECT MGR.: IUt. J08 NO .. Ill JMfl ENGINEER OF WORt< lo/: i.~--DATE: 1zfa,/~3 ICEIIH W.IW&N RCE: 80223 G: \jobs\20D7\181020\9820wp01.dwg Nov 07, 2003 10: 12am Xrets: 9820MAP; 9820w; 9828WP; 98/0ASTR; 982DTP03 A: 98207STR 7 It) 4-~ ti) ¾ -J --.J -::i:. MASTER PLAN COMPLIANCE TABLE lo ,q; 0 0:: -~ 0 TOTAL 2SHRY 11N. X =~ /ET 8IIIUJIN(; SIOEYARD SIDEYARD ARCH. EI.EJl£NTS AWVATE 8lll.lJIN() PAO £or, LOT S1lC' MDME'A /ltNI .sw:s JEIQIT' SETBACKS SETBACKS !10£ BY !10£' REC. Ali!j4' CO~AGl" CO~AGF BALCXNY I 8,9-11 6,041 I ss 16'-9" R•27:· L=-5' 32' NO l5'xl5' 2,016 J-1% N 1---~ (;,j -J ~ ' G~ -..9 C) n::~ ' ~\:) -C) <e:c a a _. '.::) ::) -.J Q QS, 2 6,795 5,161 2 2S 25'-J" R=!t;· l-6' 17' NO I5'x18' 1,885 J6% N J 6,249 4.510 IZ H2S 22'-0' R=!O;• l=5' 15' NO l5'x!5' 2,016 46% y ,, 5,232 -1,6-17 J 2S 26'-o· H=IJ;• l-=6' 17' NO l8'xf8' 1,848 ,II]% y 5 5,J9J -1,208 1Z H2S 22·-o· R=U;• L=S' 19' NO l5'xf5' 2,076 -19% y 6 1,187 -1,6:JO J 2S 26'-o" R=tJ:· L=7' 20' NO l8'xf8' 1,848 ,II]% y 7 9,708 5.567 IZ H2S 22·-o· R•!B;• L•S' 23' NO I5'xl5' 2,076 37% y 8 10,772 7,732 2 2S 25'-J" R=/9:· L=6' 25' NO I5'xl8' 1,885 24% N 9 8,168 6,092 J 2S 26'-0' H=/2; l=J4' 46' NO I8'xl8' 1,848 JO% y 10 13,918 6,457 f ss 16'-9" R::::.U:· t=S' 39' NO 15'xf5' 2,076 32% N ff 9,555 5,.W J 2S 26'-0" H=IJ;• L=9' 22' ITT (17' l) 18'x18' 1,848 35% y 12 7,6#) 5,006 2 2S 25'-J" R==f,t.;• l•5' 19' ITT (17' H) 15'x18' 1,885 38% y 13 6,618 4.613 J 2S 26'-o· R=fO'; L.-6' /6' NO I8'x18' 1,848 ,ff)% y 1-1 6,607 4.738 2 2S 25'-J" R=i; L=/2' 19' NO I5'x18' 1,885 40% N 15 7,835 5.312 1 ss 16'-9" R=5:· l•26' JI' NO I5'xl5' 2,076 39% N 16 4. (}()() 4.000 1 ss 16'-9" R=S:· L=5' 10' NO 15'x!5' 2,076 -16% N 17 5,185 ,t.,520 1Z H2S 22'-0" R=S:· L=IJ' 18' NO 15'x15' i076 -16% y 18 5,483 4,726 2 2S 25'-J" R=S:· l-""15' 20' ITT (20' l) I5'x18' 1,885 40% N 19 4,665 4,188 J 2S 26'-0" H=5:· l=/2' 17' YES (20' R, 16' l) I8'x18' 1,848 44% y 20 4.568 4,073 J 2S 26'-0" R=5:· L=/2' 17' ITT (16' R) l8'xf8' 1,848 45% y 21 4.'80 ,/,,'80 2 2S 25'-J" R=5:· l=11' 16' ITT (16' L) l5'x18' 1.885 42% N 22 4,0J6 ,t.,OJ6 J 2S 26'-o· R=S:· l=5' 10' ITT (l6'R) l8'x18' 1,848 46% r 23 -1,082 ,/,,082 I ss 16'-9" H=5; L=5' /0' NO I5'x!5' 2,076 51% N 24 4,0BJ 4.0BJ J 2S 26'-o· R=5; L=5' 10' NO I8'x/8' 1,848 45% r 25 4. -109 -1,«)9 2 2S 25'-J" R=5; L=9' 14' ITT (IJ' L) I5'xl8' 1,885 43% N 26 4,965 4.-110 J 2S 26'-0" R=5:· ls/2' 17' YES (IJ' R} I8'x!8' 1,848 42% y Zl 5,309 -I, 7(J5 TZ R2S 22'-0" R•S:· l-=12' 17' NO I5'x!5' 2,076 44% y 28 5,202 ,/,,631 J 2S 26'-0" R=5:· l=12' 17' NO I8'xl8' 1,848 40% N 29 ,/,,72-1 ,t.,72,t. 2 2S 25'-3" R=5:· l=11' 16' YES (16' L) l5'x!8' 1,885 40% r JO 4.000 -1,()()() 3 2S 26'-o· R=S:· L=5' 10' YES (16' R) I8'xl8' 1,848 46% r JI 4,000 -1,()()() I ss /6'-9" R=5; L=5' 10' NO I5'xl5' 2,076 52% N 32 ,/,,212 -1,212 3 2S 26'-0' R-s:· l=5' 10' NO l8'xl8' 1,848 44% y 33 ,t.,815 ,/,,815 fZ R2S 22·-o· R=S:· l=6' ff' NO 15'xt5' 2,076 43% y .J,# 5,601 5,601 J 2S 26'-o"' R•S;• l•l' 12' NO 18'xf8' 1,848 33% y J5 6,263 6,263 IZ H2S 22'-o" R=5:· l=6' ff' NO l5'xf5' 2,076 33% r 36 5,121 6,121 2 2S 25'-3' R=5:· L=8' 13' YES (IJ' L) l5'xf8' 1,885 31% N 31 5,176 5,176 2 2S 25'-3' H=5:· L=6' ff' YES (13' R) l5'x18' 1,885 36% y J8 4,766 4.766 3 2S 26'-0' R=5:· L=5' to' NO IB'x/8' 1,848 39% y J!} 5,511 5.511 IZ H2S 22·-o· R=5:· L=5' 10' NO l5'x!5' 2,076 38% y -IO 5,907 5.204 3 2S 26'-o" R=/5:· L=5' 20' YES {U' L} l8'x/8' 1,848 36% y -II 4.610 4.610 2 2S 25'-J' R•9:· l 2 5' f,f' YES (14' R) 15'xt8' 1,885 41% y 42 4,360 -1,.160 3 2S 26'-0" R=9:· L=5' 14' NO l8'xl8' 1,848 42% r 43 -1,6-11 -1,6-lf IZ R2S 22·-o· R=B;• L-::6' ,,,, NO 15'x15' 2,076 45% y 44 4.606 4.606 J 2S 26'-0' R=6:· l=S' 11' Y£S (13' l) IB'x/8' 1,8-18 40% r 45 4.435 -1,435 2 2S 25'-J' R=B;• l=5' 13' YES {IJ' R) I5'xI8' 1,885 42% N 46 ,t.,668 4.668 J 2S 26'-o"' R•S:· L=9' 14' NO l8'xt8' 1,848 40% y 41 5.204 5,204 2 2S 25'-J' R•S:· L=f2' 17' YES (15' L) I5'xI8' 1,885 J6% N 48 5,100 5,100 3 2S 26'-o" R=6:· L•/0' 16' ITT (15' R, 15' L) 18'x18' 1,848 JO% r -19 5,68-1 5,68,I. 2 2S 25'-J' R=5:· l=/2' 17' YES (15' R) l5'xl8' 1,885 33% r 50 5,201 -1,-184 IZ H2S 22·-o· R=S;• L=/4' 19' NO l5'xl5' 2,076 -16% y 51 4,998 4,565 2 2S 25'-3" R=S;• L=9' 14' ITT (14' L) l5'xI8' 1,885 41% N 52 7, /,ff) 5,(18/ J 2S 26'-o" R=6:· L=IO' 16' Y£S (14' R) l8'xf8' 1,848 JI% y 53 5, 1-16 -1,562 IZ R2S 22·-o· N•S:· L•ff' 16' NO 15'x15' 2,076 46% y 5-1 5,829 4,891 J 2S 26'-o· R=6;• la9' 15' NO l8'xt8' 1,848 38% y 55 5,8-16 ,t.,870 2 2S 25'-3" H=5;• l=f!' 16' ITT (15' l) l5'x/8' 1,885 39% y 56 5,-120 4,639 J 2S 26'-0" R=5;• L=9' 14' Y£S {15 i'?, 14' L) l8'xf8' 1,848 -IO% y 57 5.699 -1,672 J 2S 26'-o· R=S;• L=9' 14' ITT (14' R} 18'xf8' 1,848 40% y 58 5.917 -1,431 I ss I6'-!J" N•S:· L•9' 14' NO '-· -· 0 "" 'Z%. N ~ J D -~ VE ... • • .. 'ltltl II 'nfE APPflO¥lO TENTATIVE MAP/SITE flLAfljPEACONOITIONNO. ,::P OFPLANNINQ COMMl8810N RESOLUTION NO 53/ t,.. . /66:ie.M 1;~ ~-5 . .01 ma;tN-11·.•S1' NOTE!! EI.ECTRONIC OATA FR.ES AR£ FOR REF£RENC£ ONLY ANO AR£ NOT TO 8£ USEO FOR HORIZONTAL OR VERTICAL SURVEY CONTROL ' ©2003 0 Doy Consultants, Inc. MASTER PLAN COMPLIANCE TABLE {CONT.) NET IJUllOfNG SIOEYARD lOT/ LOT SIZE' PAO AREA PLAN STatff.'S HETGHT2 SETBACKS 59 6,255 4,119 12 R2S 22'-0" R=5;• L=9' 60 6,534 4,853 2 2S 25'-J" R=5:· L=!J' 61 6,146 5.967 J 2S 26'-o· R=5:· L=II' 62 6,414 5.699 IZ R2S 22·-o· R=S;• l=9' 63 5,862 4,631 J 2S 26'-0" R=S;• l=S' 64 5,075 4,735 2 2S 25'-3' R=8:· L=5' 65 9, 4-IO 7,678 J 2S 26'-o· R=5;• L=JO' 66 5.824 5.824 1 ss 16'-9" R=5:· L=/9' 61 5,346 4,933 J 2S 26'-o" R=/5;• L=5' 68 4.603 4.276 2 2S 25'-3" R=9:· l=S' 69 4,603 4.278 J 2S 26'-0' R:9:· L=5' 10 ,/,,583 4.259 IZ R2S 22'-0' R=9:· L=5' 71 4,554 4.234 2 2S 25'-3' R=9;• L=S' 12 5,270 4,944 J 2S 26'-0" R=/0; L=5' 13 6,160 5,491 2 2S 25'-3" R=14;• l=5' 74 1,465 5, Ill I ss 16'-9" R=9:· L=JO' 75 8,636 5.045 2 2S 251-3" R=2,:• L=8' 16 7,372 4,859 J 2S 2s'-o· R=S;• lw9' 77 1,790 4.999 2 2S 25'-3' R=S:· l=9' 78 8,145 4,140 3 2S 26'-0" R=5:· l=9' 79 10,927 5,711 /Z R2S 22'-o· R=5:· L=/0' 80 15,117 5,995 J 2S 26'-o· R•S;• l=f!' 81 9,987 4,959 IZ R2S 22·-o· R=5:· l=6' 82 9,086 4,711 J 2S 26'-o· R=5:· l=5' 83 1,964 4,574 I ss /6'-9' R=S;• l=51 84 7,964 5,206 J 2S 26-0' R=6:· L=5' 85 7,933 5,-167 2 2S 25'-3' R=8:· l=5' 86 7,954 5.427 J 2S 26'-0' R=!J:· L=5' 81 8,222 5.005 2 2S 25'-3" R=B:· l•S' 88 7,719 4,772 3 2S 2o·-o· R=5:· L=5' 89 7,681 4,441 IZ R2S 22·-o· R=5:· L=5' 90 8,062 4,654 2 2S 25'-3· R=9:· L=S' 91 7,592 4,624 3 2S 20·-o· R=9:· l=5' 92 6,835 4,136 IZ 2S 22·-o· R=9: L=5' 93 5,760 4,272 I ss 16'-9" R=5; L=9' 94 1,715 6,871 IZ R2S 22·-o· R=/4;• L=/6' 95 5,178 4,727 3 2S 26'-o' R=5:· L=/2' 96 4,351 4,047 2 2S 25'-3' R=5:· l=9' 91 4,132 4,400 J 2S 26'-0' R=5:· L=/0' 98 5.310 4,942 2 2S 25'-3" R=5:· l=9' 99 5.380 5,015 J 2S 26'-o" R=5:· l=/0' 100 5.224 4,871 2 2S 25'-3" R=5:· L=9' IOI -1,923 4,923 IZ R2S 22·-o· R=5:· L=9' 102 5.444 5,093 J 2S 26'-0" R=5:· L=/0' 103 5.807 5,807 2 2S 25'-J' R=6;• L=l2' 104 5,421 5,421 J 2S 26'-o" R=l; l=fl' 105 4,726 4,408 2 2S 25'-J" R=6;• L=9' 106 4,699 4,699 IZ R2S 22·-o· R=S;• L=II' 107 4,701 4,701 J 2S 26'-o· R:rS:· L•11' 108 5,588 5.588 2 2S 25'-3" R=5:· l=II' 109 4,486 4,486 3 2S 26'-0" R=5:· L=5' 110 7,084 6,439 2 2S 25'-J" R=l6;• l=5' Ill 6,103 4,662 J 2S 26'-o' R=/2:· L=5' 112 6.335 4,882 2 2S 25'-f' R=t1:· L=5' 113 7,253 5.781 2 2S 25'-J" R=1J:· L=5' 114 8,527 5,818 J 2S 26'-0" R=2I;• L=/5' UNITS 111TH PORCHES OR BALCONIES = 19 {69.3%} SIHIITSMIN. I/MT RErliJIRED PROWJEIJ 12.5' TrJTAl 1}P£ X OF IIIX5 X OF IIIX5 S/Y SE7BACK' I(. SS} 10% 64% IZ{i 'R2S} MIN 25X 1----+-------t 18% 76% 2(. 2S} MIN 25% JI% 91% J(, 2S) MIN 25% 4/X TO TAL 100% 100% 81%{50% REC'D) MASTlR PLAN Sl'ClT<lt 1Wi(B)(2}(a) 2W!{B}(2}(c) 'Wl(B)(2)(f)(J) 'Wl(B)(2)(;) 5'tlll(B}(2}(/J). V!ll(B}(2}(e) 8W!{B}(2)(f}(2) TrJTAl SHJEYARD SETBACKS 14' 14' 16' 14' 10' 13' 35' 24' 20' II' 14' 14' 14' 15' 19' 39' 29' 14' 14' 14' 15' 16' II' 10' 10' fl' 13' 14' IJ' 10' 10' 14' 14' 14' 14' JO' 17' 14' /5' 14' 15' 14' 14' 15' /8' /8' 15' 16' 16' 16' /0' 21' 17' 16' 18' 36' 2SHRY JIIN. AROf. B.DfENTS J'IWVATE SID£ BY !10£' HEC. AR£A' NO 15'xf5' YES (14' L) 15'xf8' ITT (14' R) 18'xI8' NO 15'x15' YES (IJ' L) I8'xl8' YES (IJ' L) I5'x/8' NO I8'xl8' NO 15'xl5' YES (14' L) l8'xf8' YES {14' L, 14' R) 15'x18' YES (14' R) I8'xl8' NO l5'xl5' NO 15'x/8' YES (18' l) IB'x/8' ITT (18' R} 15'xl8' NO !5'x15' /f"S (13' L) 15'x18' ITT (13' R) I8'xl8' YES (14' l) I5'xl8' YES (14' R) !8'x!8' NO !5'x15' NO I8'x!8' NO I5'x15' NO I8'xl8' NO !5'x/5' YES (IJ' L) 18'xf8' ITT (IJ' R} !5'xf8' YES (13' L, /J' R) l8'x!8' YES (IJ' R) I5'xf8' NO !8'x!8' NO I5'x!5' NO I5'x!8' NO I8'x!8' NO I5'xt5' NO l5'xf5' NO l5'x!5' NO IB'x/8' YES (14' L} 15'x18' YES (14' R) IB'x/8' YES (14' L) l5'xl8' YES (14' R) I8'xf8' NO I5xl8' NO l5'xl5' NO I8'xl8' YES (16' L) I5'x/8' YES {16' R) I8'xl8' NO I5'xl8' NO l5'x15' NO 18'xt8' NO 15'xl8' NO IB'x/8' NO l5'xI8' ITT (16' L) 18'xl8' /f"S {16' R) I5'xI8' NO l5'xl8' NO I8'xI8' 8tlfl./JING CO~AGE" 2,016 1,885 1,848 2,016 1,848 1,885 1,848 2,016 1,848 1,885 1,848 2,016 1,885 1,848 1,885 2,016 1,885 1,848 1,885 1,848 2,016 1,848 2,076 1,848 2,076 1,848 1,885 1,848 1,885 1,848 2,016 1,885 1,848 2,076 2,076 2,076 1,848 1,885 1,848 1,885 1,848 1,885 2,016 1,848 1,885 1,848 1,885 2,076 1,848 1,885 1,848 1,885 1,848 1,885 1,885 1,848 X =~ PAD COIDi'AlE BALCXNY SHEET 2 OF 5 SHEETS P. U.D. 01-06 C.T. 01-05 50% 39% JI% J6X ,ff)% -IOX 24% 36% 31% 44% 43% 49X 44% JlX 34% 41% JlX 38% 38% 39% 36% JIX 42X 39% 45% J5X 34% 34% 38% 39X 47X 40% -IOX 50% 49% 30% J9X 47X 42% 38% 37X 39% 42% 36X 32% J-1% 4JX 44% 39% 34% 41% 29% 40% 39% 33% 32% y N IJ' y y 5' 7.5' y N y N 17' AC PA VEMEN T OVER APPROVED BASE 60'ROW 17' 13' y r T'tPE 'G' CURB & GUTTER PCC 90EWALK (TYP} PUBLIC STREETS r r N r N N ..., <>.: I /J' 11· NO SCALE 60' ROW 17' 13' ..., <>.: I I 5' • 5' 15' i 15' N r N y r r y y N r N y r r y N y y N r PCC SIDEWALK (TYP) 8' MIN. VARl£5 PER PLAN SOIJNDWALL-~ HEIGHT PER PLAN ..., C( DG TRAIL /0' AC PA VE/JENT 01£R APPROVED BASE PUBLIC STREET 'C' 41' 32' 1.5' 8" TYPE '8-1' MEDIAN CURB NO SCALE 102' ROW g' 9' 0.5' -11-- 32' ENHANCED MEO/AN PAVEMENT 6" TYPE •c• (TYP.) . CURB & GIJTTE/?I ' ·"'lo !.'' CEN!fRUNE tttVAncw •· • • . {if ·~ • SHOHN ON !!t:4N . . • !-,,,· ·-" ' ", • CUI/El ~ GIJTfFJ? 10' ..J <>.: PCC 510EWALK SOUNDWAll y *NOTE: f_1, . ' :;; C • • • ","~\<', ./ flffERE SOUNOWALL HEICHT EXCEEDS 6' USE 5' 81.0CK WALL #TH REMAINING HEIGHT TO BE GI.ASS. y y N COLLEGE Bl VD. {DWG 390-9,) y NO SCALI y r ------------ y A N y NO .SZOFC IN 1lf/S M(A (,.,,.) N y ,,,,-----------..._ -, ___ "i' '/ ~ y N y 12 3 2 1 .SZOFC SETBACK COIIPIJANCE I.Ii£ AS SHOIIN (JV Pl.AN y y S.EC110N A-A N NO SCA/.£ y y TYPICAL SLOPE SETBACK COMPLIANCE DETAIL BENCHMARK: DESCRIPTION: STANDARD M-I0 STREET CEN!fRL/NE fffl.L MONIJMENT LOCATION: CENTERLINE OF El CAMINO REAL AT ENGINEER'S STAT/ON 454+92 PER R.S 1800-1 NO SCA/.£ REV/SEO: OCTOBER 18, 2002 REV/SEO: AUGUST .JO, 2002 REV/SEO: APRIL 15, 2002 IJA Tr OF PREPARATION: JANUARY 21 2000 c~~• CALA VERA HIT.TS V/LlAGE 'W' SH££T 2 OF 5 SHEETS DESIGNm 81': IUL DATE: A. 211!0 DRAWN B't: A sw. NC SCALE: ASSHOMj PROJECT MGR.· IUL JOB NO.: • I""' s RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY !£RT. 271 O Loker Avenu• Weat Civil EnginM!'ing ENGINEER Of' WORK Suite 100 CONTROi. IJATA} Carlsbad, California 9200a ELEVATION: 68.479 IJAT/111: IJ.S.C. & G:S. 760-931 -7700 Fox: 760-931-6680 OdoyOOdoyeonauHont..eom ;~: \j:)bs\/OO/\q81C!O\cl8?0wp07.dwg No\/ 07, ?~05 1 O: 00nm Xrefs: 9820WP P!onning ~ i .. Processing Surveying DATE: !Z/r,/lf3 -ICEJnl •• liiifi-RCE: tQ22J 7 i !/I \ \ \ VJUA eE .X I I "' ,. \ 0 \ \ \ \ -40-__________________ _J \ I 225---------------- (-- LOT 1 c,r, 00~02 -· ----·- ©2003 o·oaf Con~toots,,.Jnc,_ _ - ----....- I I \ Ii ( 0,1J4,7j X I J 127.40 )< . . . .\ .•. ·.•·.···'.. ,, .· ' . . . ~ ( \ \ NOTE!! [L[CTRON/C OATA RLES A/?£ F(}f? /?EF[l?[NC[ ONl y ANO AR[ NOT TO 8£ USEO F(}f? HORIZONTAL OR VERTICAL SUl?VEY CONTROL o' 19' µ 20' 40' SCAL£: 1• • 40' 80' SHEET 3 OF 5 SHEETS P. U.D. 01-06 C.T. 01-05 APPROVED nus •• THE APPROVED TENTATIYI MAP/IITI f'I.AN PEA CONDITION NO. w OF Pl.ANNING COM"41SSION RESOLUTION NO. $":JI&- ~<~ ~ u /~ .··· ~ ~"" [.$'.<!Ii ~7&tNG cEPie · ·PO.NN1N4•oEH.-61ii •_, "------·- . . . , ·r -h.~J~.,-: 1?£VISEO: OCTOBER 18, 2002 R£VISDJ: AUCUST Jo, 2002 CALA VERA HIT.TS VTlT,AGE '~ R£VISE!J: APRIL 15, 2002 !JATE OF PREPARATION: ./ANVAHY 21 2000 'tt.f SH££T .1 OF 5 Slit \S c~~;z, OESIGNEO 8V: K.tl, OIITE: --OftAWN BY: A SW. NC SCALE: ,,. .... PROJECT MGR.· IUI. J08 NO.: M 1Mll s 2710 Loker Avenue West CIY!I E~"-'1"9 ENGINaft Of~ Suite 100 Planning Ccrlsbod, Collfornia 92008 Pmeessin,;i ~b-760-9J1-7700 Surveying Foll: 760-931-8680 DATE: 12/nk~ Och:iyOOdayoonsultants.com ICEl1H W. 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JOB NO .. ■ 1020 2710 Loker Mnue WIit Cl\oil En<.J"1Wlng ENGINEER OF WOl!I( Suite 100 Planning Cartabad, Callfarnia 82008 Prvcenil'ltil ;:::;q:;~, 780-931-7700 Surveylr19 F'1111:: 7&0-931-1880 DATE: IZ/.!'!/J,3 ~-..ltcanta.com ICEJlH w.twisiil RCE: 111223 G: \)Ot>s\2002\987020\9820wp04.dwg Nov 07, 2003 10: 42om Xrefs: 9820MAP; 9820w; 9820WP; 9820ASTR; 9820outl; 9820TP03-A 7 lo 4- () In i \ ) I I i I I I \ I I LOT 4 C, T., 00~02 l / / I / I -I ./ .. ;· -.~ I /1-~ . -~72.¥5 X , , . , / ,,... D.i' SEE SHEET 4 /. / I I I ,\W--l;~'F'I I I~ I i211.5 ,, ..,,._-::::-::::iirwf.211.0 I 216.5 ~ fni ~t:c,0.--+.+-411 216.5 (!' i~,~"'~ EID ., n-...:21:.:.:::6.2~__. .. ~ \JP 216.0 l!J I , \ / I J \ \ \ • X 195/13 \ /_ I /.- [ I ·• I I· "\ \ I/ . _----·; _' ' ' ' 'c ,, ,_ ' -·,_ ' • ->-. \ .::·,,_\\ ~~ ··, . . ', ',_ '\ ', ' 0 ' . . . ·-._---\. ', '•,_' \ -. . \\\. \ ·, .-. ••--· -._ \ •· • • \ en \ ~ \ / J ' \_\ ______ •.· __ --. . '. '. ', ·, ' . . . ' SH££T 5 OF 5 SH££TS P. ll.D. 01-06 C.T. 01-05 40' t 1ff -----20' SCM.E: 1 • • 401 NOTE!! El.ECTRONIC DATA fUS AR£ FOR RfffR£NC£ ONl Y ANO ARE NOT TO 8£ US£[) FOR HORIZ<WTAL OR VERTICAL SURVEY CONTROL APPROVED lHII IS THE APPROVED TENTATIVE MAP/SITE .'1.ANPEACONOITIONNO. ,;j, OFPLANNINQ COMMISSION RESOLUTION NO. 2'le i~---/1,~ .: '' f i '•' RE';/SED: OCT08£H 18, 2002 N£1ASEO: AIJG(JST Jo, 2002 N£1AS£!): APRIL 15, 2002 \ . OA TE OF PH£PARATKJN: JANI/ARY 21. 2000 C~~l t;f u NO. 60 \Si! EXP. e/30 CALA VERA HllT.9 VTT,T,AGE '~ SH££T 5 OF 5 SH££TS DESIGNED BY: IYL DATE: ,M2IIOD DRAWN BY: A SW. Iii SCALE: 1$ SHOWN PROJECT MGR.: K.H. JOB NO.: •1020 s 2710 Lok41r Avenue Wnt CMI 0.0-ng ENGINEER OF WORK Suite 100 Plonnin,g Corlsbod. California 92008 Procening -~/-~ 760-931-7700 Surveying Fax: 760-931-8680 0.0.TE: l!'/z1b:s Odo)'OO<laycon■ultantt.eom iialnW.IW&N RCE: 80223 G: \obs\2002\981020\9820wp05.dwg Nov 07. 2003 10· 31am Xrefa: 9820MAP; 9820w; 9820'NP: 9820aud; 9820ASTR; 9820TP03-A 7