Loading...
HomeMy WebLinkAboutCT 02-18; THE BLUFFS; Substantial Conformance (3)sotZ90 GENERAL NOTES: ASSESSOR's PARCEL NO.s EXIST/NC ZONING EXIST/NC LAND USE . 206-120-J,8,9,IO,ll,12,14 &-15 . RD!.l-0 . VACANT AND RESIDENTIAL PROPOSED ZONING . . . . . . . . . . . . . . . . . . RO!.l-0 EXIST/NC GENERAL PLAN OES/GNA TION . . . . . . . . . . Rl,IH PROPOSED GENERAL PLAN OES/GNA TION. . . . . . • . . . R!.IH PROPOSED LANO USE. . . . . . . . . . . . . . . . . . . EARTHWORK . . . . . . . • . . . • . . . . . . . • . . . (SEE CRAO!NC ANAL 'fSIS) SCHOOi.. DISTRICT ....•...•...•....... CARLSBAD UNIF/ED SCHOOi.. DISTRICT WATER DISTRICT SEWER 0/STR/C T 'A !£RACE DAILY TRAFF/C: 8/IJNIT. . . . . . . . . . . . . TOTAL CROSS ACRES .................. . TOTAL NUMBER OF LOTS ............... . NUMBER OF !.IULTIFA!.IILY UNITS ............ . DENSITY . CARLSBAD l,IUNICIPAL WATER DISTRICT . CITY OF CARLSBAD 624 5.33 ACRES CD 78 (INCLUDES 10 UNITS FOR LOW INCO!.IE} 18 0./J./ /5.33 AC. = U.6 OU/AC (INCLUDES DENSITY BONUS FOR INCLUSION OF AFFORDABLE HO/JS/NC) CONSTRAINTS MAP ..................... SEE SEPARATE MAP TOPOGRAPHIC SOIJRCE. . . . • . . . • . . . . . . . . . . SAN-LO AERIAL SURI-EYS OA TEO: DEC 12, 2001 POTABLE WATER PRESSURE ZONE .............. HCL 255 THIS TEN TA T/1£ MAP IS A CONOO!.I/NIU/,1 PROJECT AS DEFINED IN SUBDIVISION (f) OF SECTION 1351 OF THE CIVIL CODE. PER SECTION 66424 OF TH£ SUBDIVISION MAP ACT FOR A MAX/l,IU/,1 OF 18 RESIDENTIAL UNITS. GRADING ANALYSIS: PARKING SUMMARY.· CUT.· f/LL: RESIDENT PARK/NC.· (18 X 2 PS PER UNIT} (10 COI-EREO ANO 10 UNCOI-EREO EXPORT.· 12,300 CY 9,500 CY 2,800 CY FOR TH£ AFFORD. UNITS) CL/EST PARK/NC.· (5 CO!.IPACT, 20 FVLL SIZE) (22 REQUIRED -5 FOR f/RST 10 UNITS + I PER 4 UNITS ABO!£ 10) HANO/CAP PARK/NC.· TOTAL PARK/NC PROV/OED: REC. I-EH/CL£ STORAGE 1560 SF (1560 SF REOUIREO) EXISTING EASEMENTS: !TEI.I /13 -EASEMENT FOR SEWER, CAS, ELECTRIC/TY ANO WATER /,IA/NS IWTH THE RIGHT OF INGRESS ANO EGRESS ANO INCIDENTAL PURPOSES, RECORDED MARCH 31, 1931 IN BOOK 1869, PACE 284 OF DEEDS. THE LOCA T/ON OF THE EASEMENT CANNOT BE OETER!.IINEO FRO!.I RECORD INFOR!.IA TION. /TEI,( /14 -EASEMENT FOR SEWER, CAS, ELECTRIC/TY ANO WATER /,IA/NS ANO INCIDENTAL PURPOSES, RECORDED APRIL II, 1931 IN BOOK 1888, PACE 53 OF DEEDS. TH£ ROIJTE OR LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FRO!.I THE RECORD. CITY Of' ENCNTAS 156 25 2 183 1 SPACES ~ ' YICINITY NAP o· 1 oo· '!"""""'iiiiiii1"""~50iiiiiiiiiiiiiiiiiiiiiiiiil NO SCALE SCALE: 1" = 50' ©2003 O'Day Consultants, Inc. ! a - F[ IN SUBSTANTIAL CONFORMANCE yl,, DA1£: G-3-~ PLANNING DIRECTOR RECOMMENDED BY: VAJ ft,...,c.L. DA1£: 6 ·I •O ~£3-oYDil!!•1if"'.11"'H,r;;:i::u~412:s~J:.~~-;l_;:!!~~,~~~~R---DA1£: -o/3/.,r By BOB WOJCIK, PRINCIPAL E.NGINEER RECOMMENDED BY: illM ti Wi\\• DA1£: :iJ..~-'2.~ KEY MAP SCALE: 1 • .. 50• ,----, □ INDEX TO SHEETS: I TITLE SHEET 2 TrPICAL SECTIONS &-DETAILS EXIST/NC EASEMENTS &-UTILITIES EXIST. PROPER TY LINES 3-5 PROPOSED CRAOES ANO /l,IPROI-E!.IENTS 6 TURN/NC RAO/I ANO SIGHT DISTANCES 1 PROF/LE OF 1-ECETA TEO SWALE 8 CROSS SECTION OF SWALE ANO STORM DRAIN I "· ,, ... I I ,r, I~ j! 1 ·~, I I I I I I ~, ¾ .... " - • - J SCE 0 2-/B 2 SHEET 1 OF 7 SHEETS C.T. 02-18 H.D.P. 02-09 C.P. 02-10 TENTATIVE MAP FOR THE BLUFFS LEGEND: SUBDIVISION BOIJNOARY . EASEMENT LINE. . .............. . EXISTING FH [:::::::J or l--0-, -----® PROPOSED --w-- ----® DIRECTION OF TRAmC . . . . . . . . . . . . . f/RE HYDRANTS. . ....•.......... WATER MAINS. , . , . , , • . . . • . . . . . . WATER SERVICE . . . . . . . . . . . . . . . . . SEWER MAIN &-A.H. . . . . . . . . . . . . . . -S----0-----.9----0- ---® SEWER LA TERAL . . . . . . . . . . . . . . . . . UNOERCROIJNO CABLE TELEVISION LINE. . . • . UNOERCROIJNO CAS LINE . . . . . . . . . . . , POWER OR TELE POLES. . . , . . . • . . . • . -----71/----- G ----0---- CURB ANO CLITTER ................ . STORM DRAIN &-INLET , . , . , . , . . . . . . SIDEWALK, ................. .. CURB 0/JTLET . . . . . . . . . • • • . • • • • • UNDER SIDEWALK DRAIN. . . . . . • . . . . . . 0 STREET LICHT. TRAmc SIGNAL, ... ' ' ' ' ' ' ' • ' ' ' • ' DIRECTION OF ORA/NACE. Dor ~ ~TS CRASS-LINED SWALE . WALLS. . . . . . . . . . . . . · · · · · · · · · AC PA 1-EMENT. . . . . . . . . . . . . . . . . . PCC PA VEAIENT . . . . . . . . . . . . . . . . . LEGAL DESCRIPTION: LOTS J, 7, 8, 9 &-10 INCLUSII-E, IN BLOCK A" ANO LOTS I, 2, J, 5 &-6 INCLUS/1£, IN BLOCK "o' OF RESUBOIVIS/ON OF PORTIONS OF TRACT 238 ANO 243 OF THUM LANDS, IN THE CITY OF CARLSBAD, COIJNTY OF SAN 0/ECO, STA TE OF CALIFORNIA, ACCORD/NC TO MAP THEREOF NO. 2103, f/LEO IN THE OFF!CE OF THE COIJNTY RECORDER OF SAN 0/ECO COIJNTY, APRIL J, 1928. OWNER ANASTASI DEI-ELOPMENT CO!.IPANY. LLC 1200 A VIA TION BL ',,fJ, REDONDO BEACH, CA 90218 WALL ADDRESS 4120 HARRISON STREET CARLSBAD, CA DEVELOPER: <>--------JJ: ::.,, I I ~ : .. • I ANASTASI OEI-ELOP!.IENT CO!.IPANY. LLC. 1200 AVIATION BL VO. REDONDO BEACH, CA 90218 o<.. UP J~'E: 'JIO)lf/8-9112 PHONE.· (310)198-9172 BENCHMARK: DESCRIPTION: BRASS CAP STAMPED OC 155 LOCATION: CARLSBAD BL VO. &-R.R. BRIOCE 9' EAST OF CENTERLINE OF TRACKS ON CONC BASE OF SIWTCH BOX SIGNAL RECORD FROM: COUNTY BENCH LEI-ELS (NO. COIJNTY 1-ERT. CONTROL DA TA) PACE 136 ELEVATION: 20.04 TITLE DATE CIVIL ENGINEER/LAND SURVEYOR: ODAY CONSULTANTS, INC. 2110 LOKER A 1-ENUE. SUITE 100 CARLSBAD, CA. 92008 (160) 931-1100 REVISED: APRIL 21, 2005 REVISED: MARCH JO, 2004 REVISED: OECE!.IBER 9, 2003 REV/SEO: OCTOBER 7, 2003 REV/SEO: JUL Y 7, 2003 REV/SEO: JANUARY 10, 2003 DA TE OF PREPARA T/ON.· AUCL/ST 23, 2002 2710 Lokar Ave West Suite 100 Carlsbad, Califomio 92008 760-9.31 -7700 Fox: 760-931-8680 OdayOOdoyconsuttonta.com Civil Engineering Planning Processing Surveying SHEET 1 OF~ SHEETS DESIGNED BY: ~K=.0~, __ DATE: .U.Y 2001 DRAWN BY: ~J-,S.~--SCALE: A.S SHOIN PROJECT MGR.· G.0. JOB NO.: 01-19?2 ENGINEER OF WORK DATE: RCE: G:\011022\SC\0122T01~SC2.dwg Moy 20, 2005 3:43pm Xrefs: 0122TP01; 0122T; 0122SITE_SC2; 0122MAP; 01227UTL R/W 60' JO' /7' /J' TYPICAL SECTION -CHINOUAPIN A VE. PROP. R/W JO' TO 8£ 0£0ICAT£0 EXIST. R/W SUBECT TO THE COMPLETlON OF THE AL TERNA TE STREET DESIGN PROCESS NO SCALE 20' VARIES R/W R/W IJ' 17' I 7.5' WIDTH VARIES -Wl-/£R£ NECESSARY EXTEND PAVING SUCH THAT TH[ " ( MINIMUM PAVEMENT IS HALF-STREET VARIES PLUS 12 FEET /2' MIN. TYPICAL SECTION -HARRISON ST. Sl/8.ECT TO THE COMPLETlON OF THE ALTERNATE STRE[T DESIGN PROCESS NO SCALE GF=69.2J ©2003 O'Dey Consultants, Inc. --------.--- FF=65.56 27' GENERAL ACCESS I &-UTILITY EASEMENT I J' -12' 12' 8' \g "' c'S f ~ "' ~ iii ct: ~ I __1%_ 2% VARIES ' TYPICAL SECTION -STREETS ;t' & '!J' 20' NO SCALE 27' GENERAL ACCESS & UTILITY EASEMENT /2' - "' ~ ~ ct: ~ I 8' \g c'S "' iii 1% -~ TYPICAL SECTION -STREET '8' NO SCALE ' 27' GENERAL ACCESS J' I _.,_ f---&-UTILITY EASEMENT VARIES /2' /2' 20' "' -J--~+--=-------+~---=----t------=---------1 §'; c::, ~ f 2% ' ,.L,...J7/// ///// //// TYPICAL SECTION -STREETS 'C~ '£' & 'F' NO SCALE ~ FF=6J.56 If. I I I JO' GENERAL ACCESS &-UTILITY EASEMENT /5' /5' f I ~ 2% 2% J'..+ 1 JT1 > 1 > 1; >T;q TYPICAL SECTION -STREET 1G1 NO SCALE HA.rr; &or\ S-t. I[ I I I I PATIO= I RETAINING WALL FF=5J.56 53.06 I I I _2JL . ./ I -I I I SECTION ;t-A 1 NO SCALE I I I I FO~ND IN SUBSTANTIAL CONFORMANCE ~~/m._~ -X~,hy_ ____ _DnATE: c;;-3.-Q.5" PLANNING DIRECTOR RECOMMENDED BY: V /',,Jl1wJ._ DATE: -~'-'-'-c)--o~S""~----------- ~c;;:,,,::,..,,.,,,=.;,;Y'c...J4i;;.-."-"'<~r;,,,-a.'=----DA TE: ~I"/,,,~ LLOYD B. H.ITTY<fiWITTR / • By BOB WOJCIK, PRINCIPAL ENGINEER RECOMMENDEgA~t '4~~'2,~~ BENCHMARK: DESCRIPTION: BRASS CAP STAMPED OC 155 LOCATION: CARLSBAD BL VO. & R.R. BRIDGE 9' £AST OF CENTERLINE OF TRACKS ON CONC. BAS[ OF SWITCH BOX SIGNAL RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL DATA) PAGE 136 ELEVATION: 20.04 ~1 ,:: I f>: I ~lo.1' 1.0' I SHEET 2 OF 7 SHEETS C.T. 02-18 H.IJ.P. 02-09 C.P. 02-10 o.s'I F~~ I ~ '---./ 1.0' W10£ ' ----1---coNCR[T[ SWALE .,,..----RETAINING WALL ~yY ~v ~ ':fe-y' -? ,> <6' ft1-1/~, I I «' -? DETAIL }f , NO SCALE R[V/S[O: APRIL 21, 2005 REVISED: MARCH JO, 2004 REVISED: 0£C£MB£R 9, 2003 REVISED: OCTOBER 7, 2003 REVISED: JUL Y 7, 2003 REVISED: JANUARY 10, 2003 OAT£ OF PREPARATION.· AUGUST 23, 2002 2710 Loker Ave West Suite 100 Carlsbad, California 92008 760-931-7700 Fax: 760-931-8680 0day@0dayconsultants,com Civil Engineering Planning Processing Surveying G:\D11022\SC\0122T02_SC2.dwg Moy 20, 2005 10:34am Xrefs: 0122T ·6' SHEET 2 OF 8 SHEETS DESIGNED BY: ~K~.D·~-DATE: JULY 2001 DRAWN BY: _ J.S. SCALE: AS SHOWN PROJECT MGR.: G.0. JOB NO.: 01-1022 ENGINEER OF WORK /~•c,-,__Ji., [('f),,..,, DATE: ,,.-U.,,.r' GEORGE <J'l:JAY h RCE: 32014 {/ 50CZ90 C C ------I_] OJ (I> " 3_ 1/t .®6 ~til-rrr.: ' 6 5.88X ll--'='---'---c~-:::-~'I'--. ➔ ~ -~ T '(;' 15.47 1. 4T I \---n'.J~~~t-\f-1r, .,.+-_..--\ / I 11 I I ,. > r•l . ,r I ~ I I I 5() ... " ~ ~ } I 11~, I • IT=66.66 • .... -----------IT=66.60 ffi0 C 'NECT TO EXIST I . STEEL PIPE -\-Jo 12.50' MOE 'ASEi/£, ANO RIGHT OF WAY ·-? FOR INCRESs-~qj_ , SS FOR ROAD ANO PUBUC UTIL/.~KPfSES. ~~::; ~ r-~ u , BK. s'"'w.4~;: 14 . . 0/0 SEE SHEET 4 -79.98 ----'!' ~ 8.5' -\" .> rtP. '"9 J , PS p IT=66.02 -: . ·• ... . . IT=82.l GF=69.50 FF-65..J4 IT=55.3' L GF=7209 .•, C C 01 J6' ,:._,.9---·6' ~ GF=74; GF=7-l.22 IT=83.66 r · =83.66 GF=7.J.74 IT=70.07 FF=69.0J IT=59.0J 0 I ' C ' ~I/ I ¾ ' <s9 0 ~j =70.0J -----L ---70•-,,,-c~/. I 1//ai,1 - EXIST. POI/ER POLE TO BE "/?[1,10 V / UNDERGROUND I BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: BRASS CAP STAA/P£0 OC 155 CARLSBAD BL \1J. &-R.R. BRIDGE 9' £AST OF CENTERLINE OF TRACKS ON CONC. BAS£ OF SW/ TCH BOX SIGNAL COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL DATA) PAC£ 136 20.04 - o· 5• 20' -----10 40' SCALE: 1" = 20' . . . SHEET 3 OF 7 SHEETS C.T. 02-18 H.D.P. 02-09 C.P. 02-10 [ :s'.c .:· ...... .__: . co 2710 Loker Ave West Suite 100 Carlsbad, Colifomio 92008 760-9.31-7700 Fox: 760-9.31-8680 OdoyOOdayconsultonts.com m m " 3 \ [it 1ST. r.1? FOUND IN SUBSTANTIAL CONFORMANCE -"~~U-.<!21z'--""'µL__ ___ _JJDATE: (;;-.'5~ PLANNING DIRECTOR RECOMMENDED BY: _,l/4,;1'.:.:w:....f1.-s'-J_...J" •~-'------------ DATE: b~,~~ -~"'-e"o'PcBc"~""~C'!Jiil~"t?;,,:cs,~~~1TY~~~"G'!'~N-::=EE~"f'-----DATE: ~h/o £ By BOB WOJCIK, PRINCIPAL ENGINEER RECOMMENDEgA~: ~t,"_l~,.lli SHEET 3 OF 8 SHEETS Civil Engineering Plonning Processing Surveying OESIGNEO BY: ~K.D~. __ DATE: JULY 2001 DRAWN BY: _.J,,,.,S,~--SCALE: 1· -'10' PROJECT MGR.· G.0. JOB NO.: 01-1Q22 ENGINEER OF WORK RCE: 32014 G:\011022\SC\0122T03_SC2.dwg Moy 20, 2005 10:14am Xrefs: 0122T; 0122site_sc2; 0122TP01; 0122MAP; 01227UTL , rn m 7 3 m m 7 3 .\c > 0 0 ©2003 0'Day Consultants, Inc. 0 ' > -J 11.30 <>, i•.12_97 -~/ .87 1 .. GF-70.8.J FF-80.14 s s SEE SHEET 5 ------------------ • I • I 1-i. 1; 11 r " r I •• . . I• I GF-71.88 FF-81.# ~ GF-71.26 FF-80.57 GF•71.07 FF-80.57 GF-70.61 FF-80.57 ....., E . ;, . • : . .. . • .. > . .. . . • .. .,, 11.~I -~ 11.~I .. , . .-, . . . .. . '· ·"" .. 71.~I 76.~9 ' , . .- •·. .. . ... . . . , . ... •. 76.~9 _ ... -' .\c lss • • ,. 80.16 11 .. . ' .• 19.20 .20 : . ....... ·:J 19.20 ., .>,,. ·& 02 24 '::> •74.~ FF-IN. '-1,. s .\c ~ C ' ·S GF-7(60 FF-IH.24 GF-7(20 FF-BJ.26 GF•7.J.19 FF-8.J.26 .\c .> s. GF•7.J.7T FF-BJ.26 GF•7.J.57 s w FF-BJ.26 s GF•7.J..J5 FF-BJ.26 .1 I I I • I 1" I I . " t I i I I Ii ~" I l .> 0 1.0' WOE CONCRETE SWALE .\c .> .> . ,,. FOUND IN SUBSTANTIAL CCN='~ANCE _,,..\L"""":.e..L_A..L._..."'4,,µ..__ ___ _vDATE: _c;_-~3~-0~S:-__ PLANNING DIRECTOR RECOMMENDED BY: --'·),,.~=..,l..,..,'.!',.,""l.,"'-l.."------------- DATE: 6~-o.r /4:(" if ~-c ~ DATE· 4>/?"/4.S" LLOYD 8. '1u :aTYGINEER , • By BOB WOJCIK, PRINCIPAL ENGINEER RECOMMENDEgA~: ~t1:%P ~-» I, I o· 5' 10 o· SHEET 4 OF 7 SHEETS C.T. 02-18 H.D.P. 02-09 C.P. 02-10 SCALE: 1. = 20' ffl 16.16 FF•l5.57 FF-75.26 ,,.. I • • .. I. O' IIIDE CONCRETE SWAL oo --- BENCHMARK: DESCRIPTION: BRASS CAP STAMPED OC 155 LOCATION: CARLSBAD Bl W ,t R.R. BRIDGE 9' EAST OF CENTERt.lNE OF TRACKS ON CCWC. BASE OF SIIITCH BOX SIGNAL RECORD FROM: C(}(JNTY BENCH LE.US (NO. CWNTY '.£RT. CONTRa. DATA) PACE 136 ELEVATION: 20.M lioTE: I I I 6 ol '( I cS I I I I I I I >a.I> '- I I 71-1/S · ~OCUS IS SU. > I I I I I I I I ! .\c~~ I OF . REIASED: APRIL 2Jo.l 2005 REIASED: MARCH , 2(J(µ REIASED: DECEIIBER 9. 2003 REIASED: OCTaJER 7, 2003 REIASED: .AIL Y 7, 2003 REIASED: JANUARY 10, 2003 j 11 I I • . .. -·-• I I _I_ I I t->a ·C !) 0 1.f'D' V 'I :,-' 0 --'<· ,.;;-ti,-,---j -'-+-<1y,' . ,,. '' )~ \ _Jg f"",y £, r. F.11.~\\ I 1/ DA TE OF PREPARATION: AUGUST 23. 2002 SHEET 4 OF 9 SHEETS 2710 Loklir /w9 w..t Suite 100 Cortabod, Colifornio 92008 760-931-7700 Fax: 760-931 -l!MM!IO Odaye()dayconaultonta.com Civil Ern;,i11Nring Planning Procnaing Suf¥9)1irn;J DESIGNED BY: ~U--~-DATE: .&IV JP1 DRAWN BY: d$ SCALE: 1" • 76 PROJECT MGR.· QQ JOB NO.: 01-11R2 ENGINEER OF WORK G:\011022\SC\0122T04_SC2.dwg Woy 20, 2005 10:12am Xrefs: 0122T; 0122sitE_SC2; 0122W01; 0122MAP; 01227UTL L ~ ----- Wall I I I I I I \ I I I ~lr-"l'!-k" ©2003 O'Day Consultants, Inc. CD -------+ > -----------~~---- 81.39 GF=l6.J9 FF=85.41 w w :,' 0 I I I l~t I I I I I" I~ { I I~ :> .,., I I~ 1:-, (>, • ; ...,, ~ I ~ I I'\ f l T~ I~ I ~+~ 24 r ·1 1-+"'-+--+-+---+l • I • , . I J o"' ~ ~ ~ Wall + .> 6' SEE SHEET 4 FOUND IN SUBSTANTIAL CONFORMANCE ~~~~21w~~---~DATE:_G-~3~--0S-~_ PLANNING DIRECTOR RECOMMENDED BY: --l[).--'A,,./~-",l,._...d-...=---------- DATE: 6-1-01"" A 6 ::1~4' ~O ~ DATE: ¥;/4,s LLOYD s. HUB :c1TY GINEER By BOB WOJCIK, PRINCIPAL ENGINEER RECOMMENDED BY: ~~~ • ~ DA TE: --=---· -Z. L' "·~ I O&s C/;I? ~d--CD 6'< Q -·.? + v Wol ' Wol l ... :,' 0 ' 6'< . r □ 6'..;-·J 0 -c 6'_.... < 7 0 0 oss Cul? -\-CD 6'_.... 6' k + ~ a,,, ·S I s , " ci~l (_; 0 ---- I I I SHEET 5 OF 7 SHEETS C.T. 02-18 H.IJ.P. 02-09 C.P. 02-10 \J 6' ~~J as ·.> a,,, '-"-c9 I .../.. o· s· 20· -----10 40' 0 SCALE: 1 • = 20' I I I + as I ·O (G.Jc a,... 6'< I ·.> ·J I I - BENCHMARK: DESCRIPTION: BRASS CAP STAMPED OC 155 LOCATION: CARLSBAD BL ill & R.R. BRIDGE 9' EAST OF CENTERLINE OF TRACKS ON CONC. BASE OF Slit TCH BOX SIGNAL RECORD FROM: COUNTY BENCH LEVELS {NO. COUNTY VERT. CONTROL DATA} PACE 136 ELEVATION: 20.04 I i I ~ I I I I I I ~1-~ ta,,,:_ RHfSEO: APRIL 214 2005 REf1SEO: A/ARCH .iO, 2004 REf1SEO: DECEMBER 9, 2003 REf1SEO: OCTOBER 7, 2003 REf1SED: .»L Y 1, 2003 REf1SEO: JANUARY 10, 2003 DA TE OF PREPARATION: AUCIJST 23, 2002 c ~~~, s 2710 Loker Ave West Civil Engineering Suite 100 Planning Cor1:11bod, Califomia 92008 Processing 760-931 -7700 Surveying Fox; 760-931-8680 OdoyOOdoyconsultonts.com G: \011022\SC\0122T05_SC2.dwg May 20, 2005 10: 10am Xrefs: 0122T; 0122site_sc2; 0122TP01; 01221i4AP; 01227UTL SHEET 5 OF 5 SHEETS DESIGNED BY: K.0. DATE: Jll.Y 2001 DRAWN BY: J.S. SCALE: 1· -2f:t PROJECT MGR.· G.O. JOB NO.: !!1-111?7 ENGINEER OF WORK h._ ., 1-r '/J--DATE: S--ZJ-o:f' GEORGE <r~Y ,,,. RCE: 32014 . V / s~trn~ SOtlOl 30 -9o------' / ~ (J g 0' I? -I 0 • ~1 f} s 0' & '~ > t I~ > - " . - SCALE: 1" = 30' ' ', ;i' \ ,1 t • J ' { 0 0 0 { ~~ t D 5 l 0 ,,'}' ~\~ ~ {IY ~ -.:: I ;\~ I ':/\ ~' \ 'g \ I I-- I ) ., to ~'----!-,,t..,.;~ '1 ~, 0 ,~ ' I _k: l 1" I ,J I I "" I 1--- ;,'1 I I _\_ I I \ \ & I I !::41 ~ . (:-j ~ f} '3 g 0 1,, ~ ~, 0 I I j, ,, • ," . ' ) • 1' ' ©2003 O'Day Consultants, Inc. Wall ,,.) ~")\ r.,~ I,.\) \,'1,. ~ /J a\\ Ai:Ji~ 'b'.o 'b.l 1J qiJ %) 1{i 'b'J '()' 1J I 'I ---------+--,'->'-------0 C 1' ' J 0 0 a 0 1'· • _J 0 ' ';' s 0' I? I] 0 ~~----\ ,~---~~ Ii I Ii < ) (J s N & ~~'t . ' '--' s g ~" 0' I? t" \ 1 · ' ' .. S'fllECT ~• 11'\· ~,,. ' . -. ,. ,. _. .. -. _ 'AO/US J!Eff RGUR£---lal__-£ IN DESIGN MANUAL \ / (7 rvv-_____,,---.,Y'\0 ~ 0 r:i O 80 0 0 ,0 ,~ ' J~~ "":?:......,-~,?.,, ~~ ;-"') 8 .::::. :=:> • .. d. .. . • • . . 0 i-------, t /,, 'I\:,· ,.. • ~ - --" ,. -· 1' 0 0 " ~ ' I" "~ .. • ' . •, I! " ~~- ' ~ 0 ,.,~~ • .. . . ' . .. ' .. ' . . ~ > -' -... ·-.. :-··-. --... -..-."'! .. ---~!;ll-__ _ :;1112, '7)* I 0 0 Wl:J I _J II 1 ""'-. '( ' & 'SHEET 6 OF 7 SHEETS 70' C.T. ,-"' ~ O 0 0 .,~ "o ,. " H.D.P. :,? ' ~'-------L~-0--<::: • P. Berm 02-18 02-09 -10 t~ ij ' ' .,, " .. lr-,_'-,-f'/'----t-r-:t'r"---t----,r----t-,~, \1 · · I I I ._,,;. ,~ I ... --- I lt::=::i!i--h.Lf-r'--1---+r-L-1-1' I . . . -· ... ., .. i~~-~-~: ~-'~/ ~;~~~·, I I I I I I .. I \:? ) \ ,o i' \ C > ii " c,; ·f 0 'l /' > .f ' t 0 f ,4 ' I DESIGNED BY: l(,O. DATE: Jl&Y 2PQ1 2710 Loker Ave West Suite 100 Corlsbod, California 92008 760-931 -7700 Fox: 760-931 -8680 OdayOOdayconsultants.com Civil Engineering Plonning Processing Surveying G: \011022\SC\0122T06_sc2.dwg ""Y 20, 2005 10:08am Xrefs: 0122TP01; 0122 T; 0122site_sc2 DRAWN BY: ~J,$, ____ SCALE: /1. 5HCWf PROJECT MGR · G Q JOB NO.: Q1-1Q22 ENGINEER OF WORK DATE: .r-a,-o RCE: 321114 \\] \f) X. l( Cl::) 4, "-~ I (\1----1 ) () CQ I \---, •~ ) Iv~ FL = FLOWL/NE TC = TOP OF CURB TW = TOP OF WALL TS= TOP OF STEP 7/'l , - -- _,..,, .JV ~,, --.-v ©2003 O'Day Consultants, Inc. ' ' ' ' ' ' "' i i -WING TYPE HEADWALL t * DEPTH 01 FLOW FOR STORM DRAIN ~-So. ' I\ ' ~ ,, ~ t \~/~' \ FLOW BA5':D BMP (INTENSITY OF 0.. IN/HR) ** DEPTH Of FLOW FOR 100 YEAR STORM 100 ~ ' ---r--\. ~ PROPOSED TOP OF CUR, 0.6% -v~o.30 fps• v~2,33 fps" ', I 150 200 250 NOTES: 7. THE TOTAL LENGTH OF SWALE-400.99 FT 2. 0=!.07 CFS (SEE SECTION 7 FOR CALCULATIONS) 8" H, 'H WALL (49.3 TW I i : 300 DEPTH OF :><lOW'' V ~ iS t ~ :t r--: 0.6% -V=0.30 fps' V=2. 33 fps" SCALE HORIZONTAL: !"-20' VERTICAL: ! '~t: 2' 350 ~ ~ ~ ~ 400 1 THEO 2YR, !OYR AND !OOYR WATER SURFACE ELEVA'J~NS ARE FOR THE RETAINED DIFFERENCE FOR THE BEFORE AND AFTER CONDITIONS \ \ \ • ' . "' "' ~ ~~ ~ ~~ -.: i'<'i <>i ... :!LY. 450 7/'l , - £'&: "' JU ~C" ,_ 500 BENCHMARK: DESCRIPTION: BRASS CAP STAMPED OC 155 LOCATION: CARLSBAD BL vV. & R.R. BRIDGE g' £AST OF CENTERLINE OF TRACKS ON CONC. BAS£ OF SWITCH BOX SIGNAL 550 RECORD FROM: COUNTY BENCH L£1.1:LS (NO. COUNTY VERT: CONTROL DATA) PAGE 136 ELEVATION: 20. 04 SHEET 7 OF 7 SHEETS C.T. 02-18 H.D.P. 02-09 C.P. 02-10 FOUND IN SUBSTANTIAL CONFORMANCE Si, 2:k.« DATE G-3-CO PLANNING DIRECTOR RECOMMENDED BY: ~V~/IAl-'--=lrf..dc•=,t~(~·----------DATE: 6~)-c> .r ,,,_~_..,,=~=~c?'-""'"'-=~-"'-'-~·'-----DATE::____:4",;./'--?;,t./.....eo:.._6"=-------~~nrt6itER ' By BOB WOJCIK, PRINCIPAL ENGINEER RECOMMENDEgA~: \\~-b~ THE BLUFFS EXHIBIT C REWSED: APRl 2~ 2005 REWSED: MARCH ~o. 2004 REWSED: DECEMBER 9, 2003 REWSED: OCTOBER 7, 2003 REWSED: JUL Y 7, 2003 REWSED: JANUARY I 0, 2003 s.,,-ALE PROFILE SHEET 7 OF 6 SHEETS DA TE OF PREPARA 1/DN: AUGUST 23, 2002 271 0 Loker Ave West Suite 100 Carlsbad, California 92008 760-931-7700 Fox: 760-931-8680 Oday@Odayconsult□nts.com Civil Engineering Planning Processing Surveying G: \011022\SC\0122107 _SC2.dwg May 20, 2005 10: 04am Xrefs: 0122T DESIGNED BY: _,,K..,,D,~_ DATE: JULY 2001 DRAWN BY: J,S, SCALE: IS SHOWN PROJECT MGR.-G.0, JOB NO.: 01-1022 ENGINEER OF WORK DATE: RCE: I ) / ( I ~ PARKING TABULATION COMMUNITY RECREATIONAL SPACE RESIDENT SPACES (78 DU X 2) =156 SPACES REQUIRED: 200 S.F. PER UNIT X 78 UNITS = 15,600 S.F. GUEST SPACES (5 FOR FIRST 10 DU + 1 PER 4 DU OVER 10) = 22 SPACES PARKING REQUIRED PARKING PR0'1DED GARAGE SIZE: 2 CAR = 20 X 20 CLR (68 X 2) 1 CAR = 12'-2" X 20' CLR STALL SIZE: DISABLED g' X 20' (INC, 1 VAN ACCESSIBLE) COMPACT 8' X 15' (GUEST) STANDARD 8'-6" X 2D' (RESIDENT) STANDARD 8'-6" X 20' (GUEST) 178 SPACES MBJ SPACES! 136 10 2 5 10 20 COMMON RECREATION AREAS ~ COMMON ACTIVE RECREATION AREA ~ COMMON PASSIVE RECREATION AREA ACTIVE A ACTIVE B ACTIVE C ACTIVE E ACTIVE RECREATIONAL AREA PROVlDED ACTIVE RECREATIONAL AREA REQU IRED (75% OF 15,600 S.F.) 308 S.F. 2,202 s.r. 3,067 S.F. 6,246 S.F. 11 1,823 S.F I 11,700 S.F. I ) / 1 ------RECREATIONAL VEHICLE (VARIES) 1,598 SO. FT. PROVIDED PASSIVE D 678 S.F. 1,975 S.F. 668 S.F. 1,218 S.F. 629 S.F. 1 I I I I I I I I I I I I I I I I I ' I I I I I I I ~t-- §i I "C I ~1' C(, :§1 CJ, ~ Cs I I I I I I I I I I t I I I I I I I I I I I I I I I I L '-5-T_O_R ____________________ PAss1V£ r i-::_:_::::c.:.:Ac:.G::'.-'E=---.:Tc:_A:..eB:..:,U'-=L"-'A'-'-T'-"1O"-N'-----------PASSIVE G BUILDINGS A-B PASSIVE H 12 STORAGE AREAS @ 518 CU . FT. • 6,216 CU . FT. PASSIVE I STORAGE REQUIRED: 480 CU. FT./UNIT(12 UNITS • 5,760 CU. FT. BUI LDINGS C-D PASSIVE RECREATIONAL AREA PROVIDED I 5,168 S F.I 9 STORAGE AREAS @ 1,660 CU. FT. • 14,940 CU. FT. STORAGE REQUIRED: 480 CU. FT./UNIT 9 UNI TS • 4,320 CU. FT. BUILDINGS E THRU L 39 STORAGE AREAS @ 1,109 CU. FT. • 43 251 CU. FT. STORAGE REQUIRED: 480 CU. FT./UNIT(39 UNITS • 18,720 CU. FT. BUILDINGS M AND N 8 STORAGE AREAS @ 1,720 CU. FT. • 13 760 CU. FT. STORAGE REQUIRED: 480 CU. FT./UNIT 8 UNITS • 3,840 CU. FT. BUILDING 0: 10 STORAGE AREAS O 693.6 CU. FT. (MIN) • 6 936 CU. FT STORAGE REQUIRED: 480 CU. FT,/UNIT(IO UNITS = 4,800 CU. FT. STORAGE REQUIRED STORAGE PR0'1DED 37.440 CU. FT, I 85,103 cu. FT.I PASSIVE REC. AREA REQUIRED (15,600 S.F. LESS ACTIVE REC. TOTAL) (15,600 -11,823 = 3,777 S.F.) 3,777 S.F. TOTAL ACTIVE & PASSIVE REQUIRED: 15,477 S.F. TOTAL ACTIVE & PASSIVE PROVIDED: I 16,991 S.F. I ~", -1 I I I I I EXIST. SFD I " I " I N28' ~ '\' N28"J9'29-W .?17.85' :---------+-----------===-==---------------f-----'-''-=-' .. '75.50+/-I, 7-4.50+,.6-:-_>, ' -- f---_____ ~ ~ V) f---_____ ~ (___) c:::::i "---J 'oJ-w . .OO't 15 ·"' :, ~ !::: N28-.,0'oJ ~ 20.()() ii:/-0" r.r. 76.50+/-F.F. 75.50+/-4[m 1 !lf!S -U~ __ ~S ;;;:!J:..::lf!::..:lll =t=-=4b\:..::'u=-t7.J..=.:,111\=-lll=t=:=='t=:Gf9-·.!\-1 .. ~,·-•.E:·•~·f-•· ,,~,._,~. ,--------;- L_ ~a; r.r. 76.so+/ F,f, 75.50+/- EXIST. SFD ' ? STREET 'B' ~~ b b ~ , ~ ---,. T ,. . ' N28'J9'5!i"W 217.~' " f 1;. ,; 20'-o· 5 SD v b b STREET 'A' a -i I 2fi-. NT b 4-2 R,V. ~ 3 .32' R. ?4.00+/ I u I f- ~I 0::: J f-.. V) 7'. J , --... b b B4'-o" ,. 20·-o· ,. e'-o 24 -0" 11'-o V vv v~~~~v VV1 , __',fl+'J'F'---'4 slilt'R ~l1!1il I f ~·-o· P L ANNING N OTES 1. PROJECT NAME: THE BLUFFS 2, LAND USE: MULTI-FAMILY. 78 DU (ID LOW INCOME) 3. BUILDING COVERAGE: (EXCLUDING PATIOS) BUILDING A COVERAGE: 9,432 s.r. BUILDIN G B COVERAGE: 9,432 S.F. BUILDIN G C COVERAGE: 4,362 S.F. BUILDING D COVERAGE: .3,486 S.F. BUILDIN G E & F COVERAGE: 8,996 S.F. BUILDIN GS H, J & K COVERAGE: 11,247 S.F. BUILDIN GS G, I & L COVERAGE: B,994 S.F. BUILDIN GS M & N COVERAGE: 6,500 S.F. BUILDIN G O COVERAGE: 9,507 S.F. TOTAL BUILDING COVERAGE: I 71,956 S.F.I 4. BUILDING AREA: (EXCLUDING GARAGES) BUILDING A AREA: 16,773 S.F. BUILDING 8 AREA: 16,773 S.F. BUILDING C AREA: 10,560 S.F. BUILDING D AREA: 10,560 S.F. STREET 0D' --- BUILDING E & F AREA: 22,098 S.F. BUILDINGS H, J & K AREA: 27,624 S.F. BUILDINGS G,I & L AREA: 22,096 S.F. BUILDINGS M & N AREA: 16,915 S.F. BUILDING 0 AREA: 9,058 S.F. TOTAL BUILDING AREA: 1152,457 S.F I 5. DENSITY: 5.32 AC I ,s }5 78 UNI T/ 5.32 AC • 14.6 OU/ACRE SETBACK REQUIREMENTS 31~1i11 F.F. 81.5o+/- ;ljffei I 6. F.Y. SETBACK AT HARRISON: 15' S. Y. SETBACK AT CHINQUAPIN: 15' (20' PROVIDED) ~ I S.Y. SETBACK AT EXIST. S.F. RESIDENCES: 10' N28:J9's0"W 2/UJ' EXIST. SFD N28¥2'oe'lf . . 2;1;1/l ~ ;! 12·~ \' ~IID ~ ~-, I~ t ' . ' !Bl ID)~ 2EI ~ I . 78.42 /- ".' N28'1l'.,nr I \ 72'-6" ' l-1J i14•-o· w w 0::: f- V) 4 GUEST 24'-D' 2(l'-D" • 0 •• ' P'" f- ~I 0::: f- Vl 66.00+/- t II I \ \ \ \ \ \ \ " 21'-•"{\fflFY) ilffil r.r. 10.00+ /- '---'--1u f.f. 70.00+/- .. f--'--+-_IBll:i ~ ~ r.r. 63.50-t/- f-r-l-c-c--_ 1 u r.r. 67.00+/- 1~!i~~ f.F. 66.00+/- ___,.,,.- ---------- ' L __________________________ _ _ _J_ ___________________________ _ ------------------------------------- 1-------------------L I I HARRISON STREET PHASE I EXISTING MULTI-FAMILY RESIDENTIAL U SE ARCHITECTURAL SITE SCALE : 1'' 30' -o" PHASE II __ __( PLAN -c -- ' ' I / ----- ---------- \ ' \ " 50. / ,. /- '. I 47. 0 / I I I , j , I I I / I I I I I "'~ I ~ \ \ \ ~ ~ I I I I I I I ~ I I I I O:'.'. 0 LL f-u w 7 0 O:'.'. ~ Cl.. 2 :::J z - 2 0 0 z 0 u f---z :::J O'.) r----- <( " c.n LL LL :::J __J m w I f- ~ 0 0 N "' ,_ 0 UJ ,_ ,: 0 "' "' < 0 ,_ !!l "' ::, 0 a "' 0 ;,; "' J ~ 0 -,; C, I ~ r/1 z 0 ~ < 0 ll. ~ a::: 0 () r/1 I-z w < ::i: ll. 0 ...J z w > w 0 <( z er: 0 LL __J <( u 0 <( m c.n __J er: <( u c.n LL LL ill 0 N 0, 0, <( ,. w z <( "' 0 Q U) f,' 5 (/) z <( _J _J ::, :::, z 0 ,.,., 0, :::J f- __J 0 w m .., 0 Q:'. a. I I I I I 0 0 N <( ,, ' /( -: ,