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HomeMy WebLinkAboutCT 98-06; POINSETTIA SHORES PA C; Substantial Conformance" i ----\) 'It: ~ ~ ij ' ~ I;:, q__ ~ Vi ~s;i:- ~ f \.ij I 14) ~ V) -.I 1--~ U) tj ~ t 100' 50' 200' SCALE: 1" = IOO' PARKING SUM.MARY: PARKllfC: 'tfS/TrJR p~ rorAL: R£0i/lRED 112 17 129 PHQPOSEO 112 62 114 GRADING ANALYSIS: THIS SITC WAS GHAOEO /INOEH THE APPROVAL IT 1/ASTFR TcNTATl'tE JIAP, CT. 91-01 FINAL GHAO/Nfl FON THIS Fl.ANNIN(; AHEA /Nvot 1'Ex CIIT! Ja 000 C Y. Flt.L: .J!l.000 CY. IMPOftT: 9.000 CY. C Y./ACRC ,,_050 CITY OF' OCEANSIDE HIGHWAY li'AClf'IC OCEAN SHEET J CITY or VISTA DAD CITY OF' ENCINITAS VICINITY MAP NO SCALE © 1998 O'Doy Consultants, Inc. 0 EASEMENT NOTES: ITEM PURPOSE OWNER .BEl REC. DATE I WATCH CIIII() fJK 7.US: PG. JOJ , at fl/6/58 $ ACCESS HICHT'S STATC FIN 58612 ,OH 5/5/61 8 Aa:ns' HICHT'S STATC FIN 1!IOJ25 ,(if 8,h9/61 7 WATCH CIIIID F /N 1.50.m , fXf 8,49/61 8 PO& StJC,f£ FIN 87--DH127 ,a, 2~~7 14 ACCESS SIJUCfJ FIN 74-115J5J ,OH $/.J/74 27 IIONIAIOIT IIAll Pf.¥NSUTIA FIN 1997-fHJ5602 ,OR 9,h,h7 HOUEBVlliJINC PARTNERS C(MSTlrlJCTl(N POINSETllA FIN 1997-,IJM(JJ ,OH 9,h,h7 HCJAIEBVII.OINC PARTNENS GENE&4L NOTES: ASS£SSOR'S PARCEL NO.s .... 216-1,11)....Jl'J,-Jf EXIS71Nr; ZONIN(; . . . . . . . . PC (f'/JfNSETllA SHORCS MASTF:R PLAN) PROPOSED ,lON/NC . . . . . . . . . . . . . . . . PC (POINSETllA SHORES MASTF:R PLAN) EXISTING GENERAL PLAN OES/GNA TlfJN . . . . . . . . . . . . W (POINSETTIA SHORES l.tASTER PLAN) PROPOSED GfNERAL Pl.AN OES/GNA 710N . . W (POINSA TllA SHORES 1.tASTFR PLAN} EARTH'MJRK ............................................. (SEE CRAOING ANAL rsts) SCHOOL OISTRICT ....................................... CARLSBAD UNIFI£!) SCHOOi. OISll?ICT WATER {)/STRICT . . CARLSBAD l,f/JN/CIPAL WATER /)/Sll?!CT SENER /J/Sll?ICT ........................................ CARLSBAD l.tUNICIPAL WATER DISTRICT A 1.f7?AG£ OA/L Y ll?AFFIC TOTAL ACRES .............................. ,f,/8 ................... 9.6.J AC. CROSS RESIOEN71AL LOTS ..................... 28 STREET LOTS . . . . . .. . . . . . .. .. I · OPEN SPACE LOTS ............................ ,. .... , . , , ff TOTAL N/JI.IBER OF LOT.S...... . . . . . . . ................ ~O NUMBER OF UNITS .................................... 56 OfNSITr .................................... . . 5.ll O.ll./ACR£ TOPOGRAPHIC SOURCE ................................ O'OAY CONSUi. TANT'S. INC. F!El.O S/JR'IEY DA TEl): 8-01-91 FOUND IN SUBSTANTIAL CONFORMANCE W,,~a~l~•,©c DATE: z/at/tfl) MICHAEL J. HO ILLER PWIIING DIRECTOR RECOMMENDED BY: ~ 17--a_ DATE: 2-((-0 _ ~yp;, . '.,( DATE: 2P~/4ae LLOYDB.H·,ci~NfER By BOB WOJCIK, PRl:"1~ RECOMMENDED BY: ...... ~ ...... ~---...,._-",--'=----------DATE: :1:·1r"l""t» I I 1. I I I. \ ,, '\ ., LEGAL DESCRIPTION: PARCEL A: THAT PORTl()N OF LOT 1 OF PARCEL MAP No. IJ65J, IN THE' C!Tr OF CARlSBAa COUNTY OF SAN 0/ECO. STATF: OF CALIFORNIA, FILEO IN THE OFFICE OF 111£ COUNTY RECOROER OF SAN 0/ECO, JANUARY 31, 1985 AS FILE No. 85-0JJJ16 OF OITICIAL RECOROS, OESCR/8£0 AS FOi.LOWS: 8ECINNING AT THE MOST EASTFR/. Y CORNER OF SA/0 LOT I,· THfflCE AL()NC THE EASTER!. Y UN£ THEREOF NORTH 1:16'13• Jl!:ST J44.61 FEET TO THE 7li'ilE POINT OF BEGINNING; THENCE S0/JTHERl Y ALONG TH£ EASTERl r LINE OF SAIO lOT '· SOUTH 1:36'/J. EAST. 241.75 FEET,· THENCE LEAv!NC SA/0 EASTERl r LINE NORTH 76'00'ol' llf:ST, 15085 FEET; THENCE SOUTH 19'47'34' NEST, JO 15 FEET; THENCE S0/JTH 95'.JIJ'/3" NEST, 89.60 FEET TO A P()fNT ON A J26.00 FOOT RAOl(JS CUR'IE, CONCA'tr SO/JTHNESTERI..Y, TH£ CENTER OF IIHICH BEARS SOI/TH 6575' 49• WEST; THENCE NORTHNESTF:Rl Y ALONG SAIO CIJR'tr M.99 FEET THRO/JCH A CENll?AL ANGLE OF 875'J.I' TO A POINT OF COMPOIJNO CIJR'tr ON A 826.00 FOOT RAO/US CURI£ CONCA'.£ SO/JTHNESTERL Y, THE CENTER OF #fffCH BEARS SOI/TH 51'00U' NEST; THENCE NORTHIIE:STERL Y ALONG SAIi) CIJR'tr 255.91 FEET THRO/JCH A CENlllAL ANGLE OF IT"5'o6:· THENCE No.RTH 16'42'22' EAST. J10.J2 FEET; THENCE NORTH 6472'22' EAST, 149.00 FEET TO A POINT ()N THE No.RTHEASTFR/. Y LINE OF SAIO LOT I; THENCE SOUTHERl Y ALONG SAIO LINE SOUTH 25'47'J8' EAST, 422 00 FEET TO THE TRUE POINT OF BEGINNING. l'ARCtL 8: THOSE POR710NS OF LOT'S 1 ANIJ 2 ANO TH£ STRttT BETWl'EN SAi{) LOTS AS SHOWN ()N PARCEJ. MAP No. IJ65J, IN THE CITY OF CARLSBAD, CO/JNTY OF SAN OIECO, STA l[ OF CAL/FOi/NiA, FILEO IN THE OFFICE OF TH£ COUNTY RECOROER OF SAN 0/EGO, JANUARY JI, 1985 AS Fil£ No. 85-0JJJ/6 OF OFFICIAL RECOROS. L 'YING EASTFRL r OF THE EAST[Rl Y ANO NORTHEASTER!. Y UN£ OF CARSLBAO ll?ACT 85-14 PHASE I, (BA Tl()U!TOS LAGOON £!)(JCA 710/VAL PARK), IN THE CITY OF CARLSBAD, CO/JNTY OF SAN Ol£GO, STA TE OF CALIFORNIA, ACCOROING TV MAP THEREOF No. f!616, FllEO IN THE OFFICE OF THE COUNTY RECOROER OF SAN OIEGO COUNTY. SEPlfMBER 12, 1986. EXCEP71NC THEREFROM THAT Po.RT/ON OESCR/8£0 AS FOi.LOWS: 8£CINNIN(; AT THE MOST EASTFR/.Y CORNER OF SAIO LOT 1; THENCE ALONG THE EASTERt.Y UN£ THEREOF NORTH /',J6'lJ' NEST 344.61 FEET TO TH£ ll?/JE POINT OF 8£(;1NN/NC; THENCE SO/JTHERl Y ALONG THE EASlfRL Y LINE OF SAIO LOT I, SOUTH f'J6'13" EAST. 241.75 FEET,· THENCE LEAl4NC SA/0 EASTFR/.Y l/NE NORTH 16'00'of' NEST, 150.85 FEET; THENCE SOUTH l9'41'J4• llf:ST, 30.15 FEET; THENCE S0/JTH 65'J8'13' llf:ST, 89.60 FEET TO A PIJINT ON A 326.00 FOOT RAOl(JS CURVE, CONCA If" SO/JTHNESTFR/. Y, THE CENTER OF IIHICH SEARS SOI/TH 6515'48' M:ST.· THENCE NORTHNESTERl Y ALONG SAID CURI£ 16.99 FEET THRO/JCH A CENll?AL ANGLE OF 815'3~• TO A POINT OF COMPOIJNO CIJRf,f" ON A 82/iOO FOOT RAOIIJS CURVE, CONCA'tr SO/JTHIIE:STFRLY, THE CENTER OF MUCH BEARS SOUTH 57'00'14" l+f'ST,· THENCE NORTHJl!:STERLY ALONG SA/0 CIJR'tr 255.91 FEET THROUGH A CENlllAL ANGLE OF 1T45'o6:· THENCE NORTH 16'42'22' £AST, 310.32 FEET,· THENCE NORTH 6472'22' EAST, 149.00 FEET TO A POINT ON THE NORTHEASTERl Y UN£ OF SAIO LOT I; THENCE SO/JTHERl Y ALONG SAi[) LINE SOUTH 25'47'J8' EAST. 42200 FEET TO THE TRUE POINT OF 8EC/NNING. OWNER/DEVELOPER: CRErsTONE HOMES, INC. 5973 A f,f"Nlf)A ENCINAS, SUITE 101 CARlSBAO. CAl/FORNIA 92008 (760) 804-7700 BENCHMARK: SHEET 1 or 5 SHEETS SUBSTANTIAL CONFORMANCE EXHIBIT "A" C.T. 98-06 C.P. 98-05 C.D.P. 98-27 TENTATIVE MAP FOR POINSETTIA SHORES PLANNING AREA 'C' T.f!GFND: SIJ80/14S/ON 80/JNOARY. .. --------- Pf?OPOS£0l0Tl/N£ ................................................. -• -• -• - LOT NlJll8£R . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . ....... . UNIT TYPE ...... . PROPOSE[) FINISH R.OOR ELEVATION .. £)(!ST/NC CONTOIJRS ...... . £)(!ST/NC WA l[R MAIN .............................................. . ® CI) FF=126.7 -------£60----- -W- £)(!ST/NC SEIIER MAIN It A.H. . . . . . . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . -----<. .,___ -,s-- £XIST7NC SEIER f'O!?Cl UA/N ti A.H. ............... , . . . . . . . . . . . . . . . . ----------{__ )-_ F,U - £)(!ST/NG STORl.t ORAIN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ----SD -- £)(!ST/NflFIREHYIJRANT. 4 £)(!ST/NG STREET l/GHT. ~ OR' ~ PROPOSEO HANO/CAP RAMP ~ PROPOSEO 0/i'IIO'A Y APPROACH j l PROPOSE7J CONCR£TF: CROSS-GUTTER .............................. . _J .. : ... ~ PROPOS£O 14SITOR PARK/NC vr vr PROPOS£O SO/JNOWALL . . . . . . ...................................... . PROPOS[l) RETAINING WALL ............................... . W}tfffz.,§/rff,/2' 1 MAX} ........................................ . CRAOED SWALE . . . . . . . .. . . . . . . . . . . . . . . . ........................... . )I )I PROPOSED WA T£R l.tAIN , .. . . .. . . . . .. .. . . . . . .. .. . . . . .. . ............ . -----w----- PROPOS£0 FIR£ H'rDRANT ..... . -I PROPOS£1) SENER MAIN ~ A.H. . . . . . . . . . . .................... . ---s----o---s- PROPOSED STORM ORAIN .t C. 0. ........... . PROPOS£I) CURB INLET. ...... . ---Sir---II PROPOSE/J PR/VA 7F STORM MAIN It C.O. ........................... . C. 0. o---PSO - PROPOS£'O PR/VA TE AREA DRAINS PROPOSE/J Sll?EET LIGHT. . . . . . . .. . . . . . . . . .. . . . . . . . . . . . . . . ..... SIGHT 0/STANCE CIVIL ENGINEER/LAND SURVEYOR: " O'oA Y CONSIJL TANTS, INC. 5900 PASTEUR COURT, S/JITE 100 CARlSBAO. CA. 92008 (760) 931-7700 REVIS@ JAN. 21, 2000 REVIS@ JAN. 20, 1999 REV/SEO OEC. 21 I 99ll REV/SEO NOV. 20, 1998 REV/SEO OCT. 6. 1998 !/£14SEO SEPT. 22, 1998 REV/SEO MAY 6, /99ll REVISE1J FEB. If, 1998 OAT£ OF PREPARATION: JAN. Jo, 199ll POINSETTIA SHORES PLANNING AREA 'C' SHEET 1 or 5 SHEETS DESCRIPTION: STANDARD DISC SET FLUSH IN EAST CORNER ON NORTH ABUTMENT or EAST BRIDGE c~/~~:Z, DESIGNED BY: E.W .. H.R, T.G., G.M. DATE: JAN. 1998 AS SHOWN "' "' \j1 NO. 553 , 12/31 CIV\ OF CA\..I LOCATION: APPROX. 300 FEET SOUTH OF SOUTH ENTRY TO CARLSBAD STATE PARK 40 FEET EAST or CENTERLINE OF NORTH BOUND CARLSBAD BLVD. ON PONTO STREET BRIDGE NO.A78B2 RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA BOOK, PAGE 135 NO. QC 0147 ELEVATION: 50.558 DATUM: M.S.L. DRAWN BY: SCALE: PROJECT MGR.: T.O.C. JOB NO.: 97-1058 s 5000 Pasteur Court Civil Engineering ENGINEER OF WORK Suite 100 Plonning Cor!sbod, Cotlfornl(I 92008 Proceuing -.!:::.-C--.£ 780-931-7700 Sur~ng DATE:O/-2/-0O F'o;,c: 760-931-8680 TIMOTHY D. CARROil, JR. RCE: 55381 r,\JIJBS'\9610l'9\9619NTOl 1-Pl-00 ~,53:17 P"' EST X-REFs: 9619N, 9619NT. 9619NTLY, 9S19NTPO PSO: 9Sl9'NT01, NT01-SC 10' J8' J2' !,(£{)/AN-._, TYPE "C" 96' (j' (j' t I 2% 2% -- JlJ' J2' 10' ,,~ P.C.C. SH)(WAIK C/JRD ,t G/JTTER TYPE "D-2" C/JRB PER D/IIG. G-2 PER f)/IIG. G-6 A.C. PAVEAIENT OVER APPROV[{) BASE TYPICAL SECTION -EXISTl1'i A VCNIQA ENCINAS (PUBLIC) A 'D EXISTING WINDRQSC Cl/fC1f {PUBLIC) NO SCALE 52' P/JBL/C IJT7LITY &-ACCESS l'ASEIIENT ti' 18' /ti' ti' C: "C" C/JR8 A. C. PAVfllENT &-GIJTTER ,,,~ P. C. C. S/{)(WA/K TYPICAL SECTION -EXISTING NAVIGATOR CIRCtf {PRIVA TC) NO SCALE DATA TABLE 5' NIN. VOIJIF!Et) 0-75 BROW OITCH 10' .5' VARIES N 52' TO 72' Gf:NEl?AI //Tit/TY &-ACCESS EASEJIENT VARES N 16' TO 26' VAR!l5 N /6' TO 26' ' f ' 10' 5' JIIN. 5.5' l!. I ..l5 ~~-~r~~~~~~~jJ~~~~1~~~j~~~~~j}~~~~~~}j⇒F1~--~~ P.C.C. Sll)[W.4/_K 5' NIN. J((){)/f'/({) _....., 0-75 BROW !)ffCH lYP£ "(/' C1JR8 lYP£ 'G" C/JRD &-G/JTTER A.C. PAV£1t1ENT &-GIJTTER OVER APPROVE!) BASE TYPICAL SECTION -STREET ~' {PRIVA TC) (WITH NO MEDIAN} NOSCAl.£ 72' Gf:N£f/AL IJ17LITY &-ACCESS EASMNT 26' .5' 22' TYPE "C" 1,1£lJIAN C/JR8 52' 26' 22' 5. ' TYPE •r;• 11(!)/AN Cl/RB 5' JIIN. r:2· 1,//N, I.IOIJIF!Et) 0-75 BROIi' !)fTCH RETAINING WALL ---i l!. P.C.C. S/OEWAIK TYPE "C" CIJRB lYP£ '(;" Cf.IND it GIJTT[R A.C. PAVFll£'NT &-GIJTTER OIDI APPROVEO BASE TYPICAL SECTION -STRECT ~' (PRIVATC) {WITH MEDIAN} NO SCALE JIININU.11 FOUNDATION SETBACKS FROM SLOPE FACES 2K PIN. LOT No. LO~AREA BLDG. cor,RAGE BLDG. TYPE FRONT Y~RD SETBACK ACRES} (SQ FT. FEET} SLOPE HEIGHT .AONINU.M RECOMMENDED FOUNDATION SETBACK I 0.29 4,131 J 22 < 5' 5' I 21 2 0. /ti 4, /JI J 10 5' TO 10' 7' I 13 J 0. 16 4.295 2 10 >10' H/2, #HER£ H IS SI.OPE HEIGHT, 10' VAX. J IJ " 0. 18 4,131 I 20 J 20 5 0.16 4,295 2 If J 10 6 0. 16 4131 I 12 J 10 7 0. 16 4,295 2 12 J /0 8 018 4, IJI J 15 I 17 9 018 4,295 J 21 2 2J DATA TABLE {CONT.} 10 018 4,131 J 21 I 23 LOT No. LO~fJ!A BLDG. COYfRAGE BLDG. TYPE FRONT Y~D SETBACK ACRES (SO. FT. 'FEET) II 017 4,295 2 22 25 0./8 4295 2 20 J 20 J 20 u U.Z/J 4, /JI I 23 26 0./6 -IIJI J 8 J 22 I 5 /J 0.rl:f 4,z:;:; 2 22 27 0.20 ~295 2 21 J 20 J 15 ,~ /J. /(J 4,IJI I 2.J 28 0.24 ~295 J 20 J 20 2 26 15 0.22 4,295 2 20 • 29 1.89 N/A N/A N/A J 20 ,, JO 0.05 NIA N/A N/A 16 0.25 4 IJI I 12 ,, JI 0.06 N/A N/A N/A J 10 ., 32 O.J5 N/A N/A N/A 17 0.2./ 4 I.JI I IO ,,33 0.29 N/A N/A N/A ' .J 10 18 0.17 4, I.JI J 5 .. J~ O.lJ N/A N/A N/A u 35 007 NIA N/A N/A I 7 ., 36 002 N/A N/A N/A 19 0.34 4.131 J 10 I If ,, Jl 0.01 NIA N/A N/A ••• .J8 0,,/J N/A N/A N/A 20 0.27 4131 3 15 ••• 39 0.21 N/A NIA N/A I 42' ••• 40 0.29 N/A N/A N/A 21 0.21 4.295 2 IO TOTAi 9.63 117,636 l=/6 16 Al£RAGE J 12 2=12 22 0. 16 4131 I 10 J-28 J 5 • STREET LOT ?I Off, A.z2,l 2 5 J 7 2,/ 0./7 4/31 I 20 •• OPEN SPACE LOT (SIJD ASSOOA T!ON) ,,, OPEN SPACE LOI' (VAS/TR ASSOCIATION) NOTE AIL R£SIOENT!AI LOTS HAI£ A V/N(/,IUV Al?EA OF 7000 SC)(JAl?E FEET. J 20 © 1998 O'Day Consultants, Inc. ~~! lit ~I 52' SHEET 2 OF 5 SHEETS C.T. 98-06 C.P. 98-05 C.D.P. 98-27 G&E'RAI IJT/1.ITY ,t ACCESS EASOIIJff VAR!l3'N J6' TO#' Gf:NERAI. IJ17LITY ,t ACCESS EASEIIENT 10' J2' .5' 16' A.C. PAV£!,ffNT OVER APl'f?OVED 84SE' 16' 10' 5.5' lYP£ 'G" Cf.IND ,t GIJTTER TYPICAL SECTION -STRCU 'I' {PRIVATE) {SOUTH OF STREET 'D') NO SCALE #' /iENCRAl IJT/1.ITY ,t ACCESS EASENENT 2' TYPE 'c" CIJRB (NO GIJTTER) 16' 32' A.C. PAV£11ENT 01£R APPROVE!) BASE 16' 10' 5.5' TYPE 'G" CfJR8 it G/JTTER TYPICAL SECTION -STREU 'I' (PRIVATE) {NORTH OF STREET 'D') NO St:AI.£ lOT l/NE 1K '-1x -MIN. 3' NIN. NOT£: LOTS lltL SfJHFAC( /.IRNN OH /IS£ AlTERIMJT ~ l)fWIIS /lr!H FAit.SAiC OYf/?fl.OW 111N. TYPICAL LOT DRAINAGE D£TAIL NO SCALE ~ls~ ~i~ 1~1 ~~ CVRB &-GIJTTER PRIVAJT STORA/ 0/WN WHERE SHOWN ON PIAN P.C.C. S/DEWAI.K P.C. . S/{)(WAJ.K VA/i3/t> N 24' TO 32' 10' 2' VARIES N 12' TO /6' VAR/l"S N 12' TO 16' 5 .• T'IPE 'C" C/JR8 (NO GI.ITT[R) A.C. PAVEAIENT OIDI APPROVE!) BASE lYP£ 'G" CfJR8 &-GIJTTER TYPICAL SECTION -STRCCT •c• (PRIVATC} 2' T'IPE 'G" C/JR8 (NO GUTTER) NO SCALE #' C£N£RA/. IJT/l!TY &-ACCESS (ASEll£'NT J2' /6' 16' A. C. PAVENENT OIDI APPROIW BASE /{)' 5. , TYPICAL SECTION -STRCU •D' {PRIVATE} 1111/r 01/1/t/1 ---I'--... -/1£SPONS/81IJIY ARfA {IYPtCAi) (Pilf>'AT[ OWNEIISHIPJ F£IICE (TYP.) • (1 ~ t ~ t t • t • t • t Lf'GENQ; LOT l/11£ 1/Nff 80/NWl'f lOTlN I "' • • • • • • • • NO SCALE F£IICE (TYPJ c;JNCtT!l1MI. ill:llli}fN(;lM (/YPIC)I.J t "' m,;{ (TYP.) • 1 • 1 • ~ 1 • ~ 1 • 1 • 1 • 1 • 1 P.C.C. S/OEWAlK F£IICE l/N£ 1111/rOWIIEHIIMITENANCE //£SPONSJ111.HYA/19, (PRIVATE OWNEIISHIP/ 1/0/,/£()11NfJ/ ISSOCJ4Tl()N ll.4/IIT[NANC[ RfSPtJNS181./IY A/19, TYPICAL OWNERSHIP & MAINTENANCE RESPONSIBILITY DETAIL FOR AREA 'C' {ASSOCJ4TTON Pfl()P(i?l'f) NO SCALE REVISE!) JAN. 21, 2000 REVIS[l} JAN. 20, 1999 i~ffg %;18, ~4 ~9Ji REvlSEO OCT. o. 1998 REvlSEO SEPT. 22, 1998 REvlSEO AMY 6, 1998 REVIS({) FEB. I I, 1998 POINSETTIA SHORES PLANNING AREA 'C' BENCHMARK: DESCRIPTION: STANDARD DISC SET FLUSH IN EAST CORNER ON NORTH ABUTMENT OF EAST BRIDGE LOCATION: APPROX. 300 FEET SOUTH OF SOUTH ENTRY TO CARLSBAD STATE PARK 40 FEET EAST OF CENTERLINE OF NORTH BOUND CARLSBAD BLVD. ON PONTO STREET BRIDGE NO.A7882 RECORD FROM: NORTH COUNTY \lt:RTICAL CONTROL DATA BOOK, PAGE 135 NO. OC 0147 ELEVATION: 50.558 DATUM: M.S.L. OATE OF PREPARAnoN.· JAN. Jo, 1998 c~~;;?, s 5900 Po&teur Court Civil EnginHrinq Suit') 100 Ptonning Corlsbod, Cntilornio 92008 Processing 760-9J1-7700 Surveying f'Oll: 790-931-8680 r,\....OBS\.961019\9619NT02 2-2-00 JQ,24•02 or-i Xl![fS'9619NT PSD•NDNE SHEET 2 OF 5 SHEETS DESIGNED SY: E.W .• H.R. DATE: JAN. 1998 DRAWN SY: T.G., G.M. SCALE: AS SHOWN PROJECT MGR.· T.O.!;. JOB NO.: 97-1058 ENGINEER OF WORK --.!::=.--C~ DATE:01-Zl·OO TIMOTHY 0. CARROLL, JR. RCE: 553111 "'" ~ fl) tj "-1: ~ ~ \/) ' I,,) ~ ~ ~<;/'/ "\.) "'~ t t ' Lu w.i ¢1 \I) " Ct--:;, I-~ cri ~~ t 10' tP' 5' 20' 80' SCALE: 1• • 40' •••• I t - I Cl/1?8 LINE ' I I ·-•· . ,: ... •' •.. • i ;.· .... •, II"---Pl.ANT(/? >I' lfl{)( 15' LENGTH __.-nJRMNG PATH FOR AASHTO TYPE )o' DESIGN ~HICLE \ I DI/STING~ GROUND. __.i. -- D-75 BROW DITCH 4' PROPOS£D SOUNDWALL RETAINING WALL DISTANCE AS RECOIIIJEND£0 BY SOILS ENGINEER VAA'ffS TYPICAL SCCTIQH _________ l __ _ ------NO SCAIE CHTBANCC QCTAIL 'A' SCN..E: ,· • 20' ©1998 O'Doy Consultants, Inc. I : CURB ONLY -"A-A' I, tNT[RSTAT[ ~ PROPOS£D SOUNDWALL EXISTING~ GROUND . __.i. -- 0-7S 8flOW DITCH I I I RETA1NING WALL J' DISTANCE AS.---.__ RfCOIIIIENDfD BY SOfLS ENGINEfR VARIES N ,o· MIN. D-75 BROW DITCH RETAJNING WALL TYPICAL SECTIQH - NOSCN..E 1,/0D/Flf() D-7S 81\'0W DITCH RETAIN/NC WALL ----- DISTANCE AS RECOMMENDED BY SOILS ENGINEER 10' MIN. J' I I 10' 1100/FlfD D-75 BROW DITCH RETAINING WALL -----..J DISTANCE AS RfCOMMEN~D c·---... BY S0/t.S ENGINffR Oo, MODIFIED D-75 BROW DITCH VARIES 3' MIN. lD ~ I"' VAR/£5 2% MIN. '8-8' DEPTfl AS RfQUIR£D BY SOILS ENGINEfR 1/0DITTfO D-7S BROW DITCH RCTAINING WALL ~ ----i::===ri========: .___ __ .:_--DEPTfl AS t:... ---~ RECOMIIENOfD TYPICAL SCCVQH NO~ ~QfESS1 -;; . i!'i ~ ~ o. ~5391 . * . 12/JI/QO C1v1 rj/-~"<' < or c,.1.1, BY SOILS EJIGINITI? BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STANDARD DISC SET R.USH IN EAST CORNER ON NORTH ABUTMENT OF EAST BRIDGE APPROX. 300 FEET SOUTH OF SOUTH ENTRY TO CARLSBAD STATE PARK 40 FEET EAST OF CENTERLINE OF NORTH BOUND CARLSBAD BLVD. ON PONTO STREET BRIDGE NO.A78B2 NORlli COUNTY VERTICAL CONTROL DATA BOOK, PAGE 135 NO. OC 0147 50.558 DATUM: M.S.L. DfPTfl AS RECOMMENDED RETAINING WALL f BY SOILS ENGINEER TYPICAL SECTION -·c-r REV/SEO JAN. 21, 2000 REV/SEO JAN. 20, 1999 REY/SEO OEC. 21, 1998 REY/SEO NOV. ~ 1998 REY/SEO OCT. o, 1998 REY/SEO SEPT. 22, 1998 REY/SEO AfAY 6, I 998 REJIIS[O FE:£J. If, I 998 OATE OF PREPARATION: JAN. .JIJ ' NO SCALE 199/J C~t!~:iT s 5900 Posl9\.lr Court Civil En9innrir19 Suit• 100 Planning Carlsbod, Colifornia 92008 Processinq 760-931-7700 Surveying Fox: 760-931-8680 f1\JClBS\%lOl9,9619NT03 2-2-00 9,43,os 0,1'1 POINSETTIA SHORES PLANNING AREA 'C' SHEET J OF 5 SHEETS DESIGNED BY: E.W., H.R, DATE: "6.N. ]998 DRAWN BY: T.G •• !,.M. SCALE: l" • 40• PROJECT MGR.· T.O.!;. JOB NO.: 97-1058 ENGINEER OF WORK ~C-1" DATE:01-2{-00 TIMOTHY 0. CARROU., JR. RCf: 55381 KREFS•9619NT,9G19N.%l9NTPO PSD,: ~19Nl03, NlO}-.U, NTO:l-~ ©1998 O'D --40' - VAR/[$ 10' MIN, 80' ..---MODIFIED 0-75 BROW 0/TCH 10' MIN. /NT[RSTAT[ ® /lfTAINJNG WALL ---- ,,,---MODIFIED D-75 BROW DITCH ay Consultants ' Inc. .,,,, E-L1'v(COO,-~ DISTANCE AS '-o---,o----'I RECOWENDED ~ • RJn•~ BY SOILS ENCINffR RETAINING WALL----- DEPTHAS--- RECOI.IMENDED BY SOILS [NG/NffR TYPICAL S£CTIQN -·a-o· //0 SCALE 2:/ U4x. CURB ONLY -·-·· --· . ' I , ' ' I i ', ' ' ' j◊ OfESS ~ .. --jili NO. S5 !,J CAt.1~0~ VP VP , ·-~~~ ~l'-t' 8 ~ --....,._ ' If MIN. \ VARIES MODIF/£D 0-75 BROW DITCH TYPICAL S£CVQH - NO SCALE BENCHMARK: DESCRIPTION: LOCATION STANDARD DISC SET FL ON NORTH ABUTMENT O~SHEAIN EAST CORNER APPROX. 300 FEET ST BRIDGE TOO CARLSBAD STATE ~¼W OF SOUTH ENTRY F CENTERLINE OF NORTH 40 FEET EAST BLVD. ON PONT BOUND CARLS RECORD FROM: NORTH COUNlY ~ STREET BRIDGE NO.A78:o ELEVATION· BOOK, PAGE 135 ~C~~ CJ;~rr'L DATA · 50.558 DATUM: M.S.L. ... I I , -I ' I ! I i i SHEET 4 OF 5 SHEETS C.T. 98-06 C.P. 98-05 C.D.P. 98-27 .:.-:, -~ .. , I ,__.,. __ ,.,, I SIGN dr Kl/OX BOX. _,___.-- . "· . ~ .... . · .. : ..... . ' . ' _;,·: . .- ,. : .- J' r- 10' S£C0N0,4 J, ~ £1,1£1?6£,Jd{ ACCESS £HTRAHC£ DETAIL •s• sc«.E: ,. -20' 1 I 2% --7::-- DE:PTHAS--~==== R£COMI.IENDED ----- BY SOILS ENG/NffR '!['15£0 JAN 2 I, 2000 R, '[V/$£0 JAN. 2o, I 999 R~~~f ¼_ 199'1 REV/S£0 ocf. ,! 11998 REVIS£0 · "' 998 REV/SEO fff! 22. 1998 H£VIS£0 6, I 998 POINSETTIA SHORES PLANNING AREA 'C' OAT£ OF'"!,! fl, 1998 mcPA/QI TION: JAN. Jo, 1998 0"~~ C O N S U L T ::1--T s ~goo Pasteur Court Ch1il Engineeri"9 Corlsbod Colif ~ui1e 100 • om10 92008 P!onnino Processing 760-931-7700 Surveying Fox: 7G0-931-6680 F ,\,JOBS\, 961 DI 9'\ 96.I 91<1<1,:"1<1 Col'\ SHEET, or 5 sHEJ '£TS DESIGNED BY: E.W .. H.R. DATE: ,WI, 1998 DRAWN BY: T,G., G.M. SCALE: t·• 40' PROJECT MGR. tO.C. JOB NO.: 97 1058 ENGINEER OF WORK --Z.-G TIMOTHY o. CAR;;;:;(' DATE: 01-Zf-OO RCE: 5538l X REFS•9619NT %I 9NT0-4 2·-2-00 ' 9N.9619NTPC PSOt: t619Nll)3 N ' 10)-,(T, N11M-SC I'-- ~ kl) "\J SHEET 5 l 'F 5 SHEETS "'t: <:t: ~ \/) ' L.i.i l:i:\ ~ I)--(> <::i..'::t-~ ~ '----. ~ ...l, ..... " ~ \ w W-l ~ \[) ~ I)-~ )... ;;; tfl '.)~ (;_ ,, DJ?-fl/J_ c.J D 98-05 • C.D.J D 98-27 • 100-' ;:, i Pl,f STA • 19+, 1 Pl,/ £LEV • 81. 0 "' ... Rn. nn' IA'.' -.l i:,; <J <>, G 1 • -,1,0% ' ~ G 2= -94% ~ '-~ ~ . -...........~ "' Plf STA = 20+70 ~'--, €1, "' ~ Pl,/ ELEV= 78.50 ~ Q:, I 00. 00' IA'.' * Pl,/ STA • ll+W '--G1 • -9./K '~ 110-P'A ELEV = 99. 90 90-'--G z• -2.6% 11, ~ "11,00' .c '-.._ • ~ ~ c, = 7.5% .It> P',A STA • 10-1-75 G2 = 2.0% i ~ ~ ~ ~ ~"' ~~ Plf ELEV • 95. 00 i ~ V) " ..,:;;i <11,M' >I'.'* I \ ~ -...; ~-·· ~ <J ~ ~ • 4nP _,.. "' .. G2 = 1.5% I \,,,-Si ~ -j ' ~ ! EXIS71NG GROUND ------ I \ ~ --__._ ~ I .... \~ ~ 8 ... ~ 4) ...; ' ~ / <J ... "' 6~ "' it; "' -~"' I r-: ~ -" " "' ti; ~; Q:, "' \~ ~ ,2.0% ~ "' 100-I I I\ 80-\ ~ ~ ;: ~ /\ * lf1/IICAl CUP ' ... 5 J -JIEFTS AASHTO CRITmA Fat r---,' ~ ---·-SAG lf1/17CA CUPVES HIIJ£R ~ORT, CIWN ) / A l/GHTEO C 'CW{)ITION - EX1S71NG GRO/JNO " I ,,/'--:,,.__. A ~ * lf1/17CAL IC JIE£1S AASHTO CRfTE!WA F'Olt i3 SAG lf1/17C. IL CIJRICS RfOER COMFOl?T. CIWN i A l/GHlEO ·~=TION . 90-.9 ~ 70-• ~ <t! l.!S ~ Sl .., '-.: ~ " • Qj l.!S sj -~ i 1 0 1 1 1 2 1 8 19 2 D 2 1 PROFILE -STREET 'A' )RQFILE -STI ·EET 'B' SCALE: HORIZ. "" 1· = 40' STJ. 18+00 TO NAVIG to.TOR CIRLCE VERT. ,., 1• • 4' SCALE: HORIZ, N 1· • l' VERT. "" 1· • •• f?(',,1$£1) JAN. 20. 1999 POINSETTIA SHORES R£111S£0 OEC. 21 1998 . REWSEO NOV. 2i;j 1998 PLANNING AREA 'C' REWSEO OCT. 6; 1998 REWSEO SEPT. 22, /9!J8 REl/1S£0 AIAY 6, 1998 BENCHMARK; REV/SEO Fill. 11, 19.98 SH££T 5 or 5 SHEETS OAT[ OF PREPARATION: JAN. Jo, 1998 ~"-QfESSt~ DESCRIPTION: STANDARD DISC SET FLUSH IN EAST CORNER c~;~;z, DESIGNED BY: E.W .. H.R, DATE: JAN. 19~_ iS> . •• <' ,$' i ON NORTH ABUTMENT OF EAST BRIDGE tG., G.M. SCALE: I§ SHOWN ,.:: (' LOCATION: APPROX. 300 FEET SOUTH OF SOUTH ENTRY DRAWN BY: '::? "" ~ -<..> "' • if; TO CARLSBAD STATE PARK 40 FEET EAST PROJECT MGR.: T.0,C. JOB ND.: 97-1058 ~-;::. NO, 55381 -~ ; OF CENTERLINE OF NORTH BOUND CARLSBAD s EXP, 12/31/01) BLVD. ON PONTO STREET BRIDGE NO.A78B2 5900 Poateur Court Ci\'il Engineering J'q;: .c,v,, ~..,. RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA Sui1e 100 PloMing ENGINEER OF WORK 't OF CALl<O~ BOOK, PAGE 135 NO. QC 0147 Corlsbod, ColilorniQ 92001 Processing -.1::::.--C--J 760-931-7700 Surveying ELEVATION: 50.558 DATUM: M.S.L F'ox: 760-9J1-8680 DATE: /Jf,2!-00 © 1998 O'Day Consultants, Inc. TIMOTHY 0. CARROLL, JR. RCE: 55381 f",\JClBS\961019\%l9NT0!5 12-2:1-98 1•56,03 pl"I XRtF'S·96]9N'T,SAVCN\9619N-tR PSD,961~HOS 11 I'- ~ ~ '-1 "l:: ~~ ';' IJl ~ ~ ~~ 'I.) \[) ~ "-t" f Cl ' l.i.i (I) \I.) 13'-~ '\l I--<ti V) "0 ~ M' Mt t 10' 40' 5' 20' 80' SCALE: 1' = 40' TREWS DETAIL ---- /-,,·7,_ '. . 1..\,. rl-' r' I, ! i ' l. • Pl4NNINC AREA C TREll!S/PATIO COVER DESIGN (;{J/0£l/NES ', 1 \ ',.,, ~-~,- NO SCALE THE /7JllOWINC ARE TH£ OESICN CUIOEllNES/STANOAROS FOR TRElllS' ANO PATIO COVERS WITHIN PLANNING ARO! C OF TH£ POINSETTIA SHORES VASTER PIAN. TH£ PURPOSE OF THESE 0£5/CN CU/0£1/NES IS TO PERMIT THE CONSTRUCTION OF TRElUS ANO PATIO COVERS THAT AR£ AESTHETICALLY PLEAS/NC ANO UNOBTRUSIVE. THE DESIGN C/JIOEl!NES AR£ ACCOI.IPAN/£D BY A TRE1l!S/PA170 COVER EXHIBIT THAT !0£Nl7FIES WHICH UNITS ,1/AY HAVE A TRElllS/PATIO COVER, ANO THE l!!.IITS OF TH£ AREA OF COVE/il4CE FOR TREll!S' AND PA170 COVERS ON A UNIT BY IJNIT BASIS.. BASIC R£()UIR£1.1£NTS - L All TRELLIS AND PATIO COVERS SHALL COIIPlY WITH TH£ R£(JIJ/R[}.([NTS OF THE /JNIFORJ,f BUILD/NC COO£ 2. PRIOR TO THE ISSUANCE OF A BU!lDINC PERUff FOR A TRElllS OR PATIO C()l-fil': PROOF 11/JST 8£ SHOWN THAT THE TRE1l!S/PA170 COVER HAS BEIN APPROVED BY .TH£ HOMEOWNERS ASSOCIATION. APPROVAL BY THE HOMEOWNERS ASSOC!Al70N IS DISCRETIONARY AS 0/JT/.INED IN TH£ CC.kR's. (HOA lllTER ANO/OR HOA STAI.IP ON PLANS) J. A TRE1l!S/PA170 COVER WST BE OF COLOR ANO 0£5/CN THAT IS COl,IPA1781.E WITH THE 4. DWELL/NC UNIT. ROOF/NC MATERIALS FOR A PATIO CIM/1 MUST BE THE SAME OR NEAR THE SAME smE AND COLOR AS THE DWELL/NC UNIT. 5. A TRElLIS/PATlO COVER MUST IIAINTAIN All SETBACK R[()IJ!R[}.(ENTS AS SPECIFIED IN TH£ 6. POINSETTIA SHORES MASTER PLAN, THE PLANNED DEVELOPMENT ORO/NANCE OR THE TREll!S/PAT/0 COVER OESICN CU/OEllNES, WHICH EVER IS MOST RESTRICTM. TRElLIS/PA170 COVERS ARE PERMITTED ONLY ON THE UNITS SPECIFICALLY IDEN7IF/EO AS ALLOW/NC FOR TRE1LIS/PA170 COJ.fRS PER THE TRElUS/PATIO COVER EXHIBIT. SPECIFIC D&FLOPIJ£NT STANDARDS - I. A TRELLIS/PATIO COJ.fR CANNOT BE GREATER IN HEIGHT THAN OOVE (12) FEE:T. 2. A TRELl!S/PAllO COl-fR CANNOT BE GREATER IN DEPTH THAN TEN (10) FEE:T. J. A TREll!S/PAllO COl-fR CANNOT 8£ GREATER THAN SIXTEEN {16) FEET IN LENGTH. AS MEASURED FROM OUTSIDE OF POST TO OUTS/0£ OF POST. A MAXIM/JU OF TWO (2) FEET OJ.fRHANC IS ALLOWED PAST THE POST: (SEE TRELLIS/PATIO COVER DETAIL} 4. A IIAXIMUM LENGTH OF TWENTY (20) FEET OF TR£LLIS/PA170 COVER IS PERMITT£D ON TH£ SAME SIDE OF TH£ DWELL/NC UNIT. 5. A TRELLIS/PATIO COVER MUST MAINTAIN A MIN/MUU OF FIii£ (5) FEET FROM A COMMUNITY WAIi. 6. A TRELLIS/PATIO COVER !.1/JST MAINTAIN A !.IINl!.IU!.I OF TEN (fO} FEET FROM THE BACK OF ANY SIOEWALK OR PRIVATE ORMWAY. 7. A TRElUS/PATIO COVER MUST MAINTAIN A 1,(/N/AIUM SETBACK OF TEN (10) FEET FROM THE TOP OF ALL REAR YARD SLOPES THAT ARE LESS THAN Flf7lIN (15) FEET IN HEIGHT. 6. A TRElLIS/PATIO COVER MUST AIAINTAIN A MINl!.IUM SETBACK OF FIFTEEN (15) FEET FROU THE TOP OF All REAR YARO SLOPES THAT ARE FIFTEEN (15) FEET OR MORE IN HEIGHT. 9. NO TRELLIS/PATIO COJ.fR POST OR OVERHANG MAY 8£ LOCATED OUTS/OE THE IDENTIFIEO COJ.f/il4CE AREA. FENCE NOTE 5££ V.NOSCAP£ ARCHITECT PlANS FOR FENCE lOCATlONS. POST • ,.('<7( i~, .. ,-' -. CD CD I/NIT LINE ' ' LOT LINE ' :::'---vy-.._ \ )-• INTERSTATE @ z '·•-,., r' '-,-' \ \ ) \ \ 101/15' It/IN. (SE£ O£SICN GtJIJ£lMS TIISS/EU) Cl/RB .t CUTTER --------------- TYPICAL BALCQN'(/D£CK, TRfLLIUf'AUO COVER CXHIBff NO SCA/£ © 1998 O'Day Consultants, Inc, () . ' I •. .1 _f ,. l ;:, ' .... ~ (, ,_,,-..) ,..<._.)-· f'·>-,-1. ·~,._._j --------------- ..!i----------------------- ''( • ,r 'l., _ _1.-vf'·' -· -I --------I /4. ✓-~lf!;:!'!':!:•~~~.P.-~H¼;;;,~~~· ~,~· =--DAlE: 3Q2.J/...._., UO'rtl B. H1JBes.ciiY ffiGINEER LEGEND: lREWS/PATIO CO\'EII COVERAGE /loR£A • • • • • • • • • • • • • !W..CONY/DECI< CMRAGE AREA • • • • • • . • • • • • • By BOB WOJCIK, Pm':Jr ENC"" RECOMMENDED Bl': UJ'.AJ IJ,,'.t..,_ DATE: er -z. ,-.oo t 4 ti ilfi ·1 ................ ' .. . ' ...... ' ......... . I" 111:tll 1%11¾111 II REVISED REVISED REVISED JAN. 21, 2000 DEC. 21, 1998 OCT. 6, 1998 SH££T , I / _/ '-.f::. ' f ~-- / I '----. ' OF 2 ,,/ ,, , / / , SH££TS '----. ' '----. ti -~ ~ ~ ~ V) BALCONY /DECK, TRELLIS/PATIO COVER EXHIBIT C.T. 98-06 (POINSETTIA SHORES -AREA C) c~~:?, DESIGNED BY: ~.ft., E.W. DATE: MAY 1998 DRAWN BY: !,.M., T.G. SCALE: 1• • 40' ' PROJECT MGR.· T.!,. JOB NO.: 92-1058 s 5900 Posteur Court Civil Engineering ' ENGINEER OF' WORK: Suitt too Plonnlng Co~l•bod, Colifornio 92006 ProcH5ing -~-c-r 760-931-7700 Sul"Jeying F'o:ic: 760-9J1-B680 DATE:OJ-21-00 TIMOTHY n, CARHfll I JR. RCE: ~381 r,\JC18S\.'6l0t';o\NZTRLSi l-ts-DO 9't!6'c~5 D.l'I tST >Ir•'•' '61'N, M19PL~ NZTll!LS PSD, NZTRLS1 l 3 u· 5-• 20' --40_' ' I ' I I I I I I I SCALE: 1• = 40' 8 O'Day Consultants, Inc. ©1998 O' ' ' ----- 15 INTERSTATE @ ----I .... .... .... ro ---------- --------- --'fl---' 14 ---- X ...J \ Woll--°' r, \ LEGEND: lREUJS/PATIO CIMR • . • . CO'IERAGEAArA.... ~ EW.CON'I' /l)ECK • • • • • • • • CO'IERAGE AA£A • • • • • 'j V • .', • • • • • •;, t ..... ·:.·, ..... ·.·.· .. ...... 11,..,,. . • ::::u REVISED REVISED REVISED .w.. 21, 2000 DEC. 21, :r OCT. 6, 8 98 ' I '1 I / f I \ • I I I I I I . I .,;:., I \ .~ I I I I I .,s I L _ _, SH££T 2 OF 2 SH££TS ---18' TREWS EXHIBIT CT 98-06 . . C) ORES -AREA (POINSETTIA. SH IMY 1998 . 1:1,R., E.W. DATE: 1· -401 DESIGNED BY. T.G. SCALE: OfoA7 WN BY· G.M., B NO. 97-1058 DRA · TC JO .. PROJECT MGR.. • . ORK• T N T S N S U L . ENGINEER or w ~ OATE:0/•21-QO C Q Civil Engineering -c Poeteur Court Plonnin~ RCE: 55381 5900 Suite 100 Processing -.,t_ RO R. Colifornio 92008 Surv•ying ~rl■bad, 760-931-7700 TIMOTHY ·--- 760 931 8680 F'a,c H!!HlO 9•IMZ o,~ NZTll!LS!